Laserfiche WebLink
12" HDPE <br />4" ALL <br />4" ALL AROUND <br />PLAN VIEW <br />N. T. S. <br />RAN <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 />co ° ° <br />30" <br />o5 BARS @ 12" VERT ° ° <br />2" <br /># 4 @ 12" C. C. <br />12" HDPE (ROOF) EACH WAY <br />0 <br />_ _ I <br />Lo <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 [ NGVDI <br />A <br />#7 BARS @ 6" HORIZ <br />12" OF # 57 STONE <br />rCENTER OF MANHOLE OPENINGS <br />I INLET FRAME AND GRA E <br />I USF 04700-6223 <br />I I <br />I I <br />II V 1 ° I <br />o I <br />I C oo , O <br />( O O <br />O <br />I o O <br />I o 0 o I <br />I o o ° I <br />I Io I <br />I I <br />I I <br />I I I <br />I I I <br />I <br />4._011 7'_411 4'-011 <br /># 7 BARS @ 6" C. C. (BOTTOM) <br />4 BARS @ 12" C. C. (TOP) <br />TOP SLAB REINFORCING DETAIL <br />N. T. S. <br />CU <br />I <br />@1 Qj <br />t\ <br />U) Cf) <br />Cr C= <br />as <br />mm <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 />30" <br />*k 7 BARS @ 6" C. C. <br />EACH WAY <br /># 5 @ 6" E. W. <br />co <br />/ I <br />� cu <br />2" CL [TYP) <br />#7 BARS W/HOOKS CD I <br />[ STD) @ 6" E. W. ,,I I <br />/ O° ° 0 <br />° <br />° ° 2' -6" LAP.J, . <br />#4 @ 12" E. W. <br />8" 6' - 8" <br />8" <br />15' <br />-4 <br />4"DIA CLE <br />06PEN81 ANG <br />I <br />SECTION A—A <br />N. T. S. <br />7 BARS @ 6" C. C. E. W. #7 BARS @ 6" C. C. E. W. <br />TOP SLAB EL = 5.00 [NGVD] <br />p #5 BARS <br />@ 12" VERT—, <br />24" DIAMETER <br />DRAINAGE WELL <br />TOP EL = 2. 00 [NGVD) <br />111 <br />--� <br />�-4 <br />BOTTOM EL= C-) 2.50 [NGVD) <br />0 <br />12" HDPE (ROOF) <br />00 0 INV EL = 2. 00 ( NGVD) <br />°°° ° ° #7 BAR @ 6" HOR I Z-- <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 />° ° ° <br />00 °° <br />ROPOSED PAVERS <br /># 7 BARS @ 6" <br />�# 4 @ 12" C. C. E. W. <br />INTERMEDIATE 2"CL <br />BAFFLE WALL <br />#7 BARS W/HOOKS Go - <br />[ STD) @ 6" E. W.i I <br />co ao <br />2" -6" LAP fo, 1 °o <br /># 4 @ 12" E. W. ` <br />8" 6' - 0" 8►' <br />1111 <br />7' -10" <br />SECTION B—B <br />N. T. S. <br />PLAN <br />A <br />24' STEEL PIPE <br />• 4 BARS Q 1-1/2' 0. C. E. N. <br />WELDED TO PIPE <br />4 tlAMb <br />=LDED TO PIPE <br />SEATING STRAP <br />24' STEEL PIPE <br />4" <br />0 <br />2" X 8" KEYWAY <br />ALL AROUND <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, MALL TH <br />STEEL CASING <br />N. T. S. <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 />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 />8. CONTRACTOR SHALL MAINTAIN SEDIMENT TANK CLEAN OF ANY DEBRIS <br />FOR THE LENGHT OF THE PROJECT. ENG INEER 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 7 DETAILS <br />Q <br />R. VARGAS <br />drawn <br />N. SERRATE <br />checked <br />0 <br />o <br />to <br />J <br />15004-01 <br />v <br />l.— <br />c <br />W <br />cad ref <br />15004-55 <br />- <br />2 <br />O <br />°- <br />Q <br />0 <br />U <br />:D <br />W - <br />Cn <br />w <br />m <br />` <br />1- <br />z <br />z <br />a <br />Fm <br />o CU <br />—w <br />W <br />m <br />Cr <br />F- <br />-j <br />�- In <br />m <br />CL <br />O <br />0 <br />L� <br />C <br />W <br />a <br />mi <br />W <br />U <br />Q LC) E <br />_ <br />C] <br />m:Lii U <br />- <br />> <br />z <br />u- <br />Q <br />O <br />m v' <br />C c - <br />Q <br />CC <br />cri `f C: <br />X C <br /><Cn <br />W W > <br />Qj <br />M U) <br />MN> <br />z <br />LO In <br />ru <br />CC r- E <br />W <br />W 0 I <br />J p N <br />0m <br />Q <br />v <br />u- <br />SII <br />W <br />L0 <br />co <br />Q <br />R. VARGAS <br />drawn <br />N. SERRATE <br />checked <br />0 <br />J <br />to <br />J <br />15004-01 <br />v <br />l.— <br />date <br />W <br />cad ref <br />15004-55 <br />Z <br />2 <br />Cn <br />W <br />U <br />:D <br />W - <br />a <br />w <br />m <br />Q z <br />z <br />cn <br />—w <br />Q <br />R. VARGAS <br />drawn <br />N. SERRATE <br />checked <br />p <br />J <br />to <br />prof no <br />15004-01 <br />v <br />AS SHOWN <br />date <br />Z <br />cad ref <br />15004-55 <br />Q <br />0 <br />r-+ <br />z <br />U <br />O <br />Z <br />\ <br />L� <br />O <br />F— <br />U <br />o l date prevision/issue <br />designed <br />R. VARGAS <br />drawn <br />N. SERRATE <br />checked <br />L. SERRATE <br />approved <br />R. VARGAS <br />prof no <br />15004-01 <br />scale <br />AS SHOWN <br />date <br />JULY 16, 2015 <br />cad ref <br />15004-55 <br />RODOLFO J. VARGAS <br />PE # 35648 <br />drawing <br />C- 15 <br />