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AgdaPkt 2020-03-09 Joint
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AgdaPkt 2020-03-09 Joint
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Last modified
10/1/2020 11:25:10 AM
Creation date
3/5/2020 4:04:14 PM
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CC Index
CC Index - Document Type
Agenda Packet
Meeting Type
Joint
Agency Type
City Council and Successor Agency and Public Financing Authority
Date
3/9/2020
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C14 <br />� A / A <br />Ii <br />INLET. --' �� CUTLET. <br />024.00" MAX. / 024.00' MAX <br />PIPE SIZE PIPE SIZE. <br />SEE NOTE 3. `q SEE NOTE 3. <br />i <br />TOP SLAB & COYER NOT SHOWN <br />IN THIS VIEW FOR CLARITY. -035.DO' BOLTED & GASKETED ACCESS COVER. <br />FIELD POURED CONCRETE COLLAR REQU€RED, <br />BY OTHERS. <br />FIELD POURED CONCRETE COIJ-AR <br />REQUIRED. BY OTHERS. :. <br />SEE NOTE 2. <br />INLET, <br />624.00' MAX. MINIMUM <br />PIPE SIZE. <br />SEE NOTE J. DEPTH <br />DRAIN DOWN TUBE.wil],�- CUTLET, <br />024.U0" MAX. <br />PIPE SIZE. <br />SEE NOTE 3. <br />.33' [4.60"] <br />f r <br />k 05.07 [72.00' <br />SECTION A -A <br />EXHIBIT B. STORMWATER MAINTENANCE AGREEMENT <br />DATE <br />072.00" PERK FILTER MANHOLE <br />Minimum Depth <br />TREATMENT FLOW RATES, TOTAL FLOW CAPACITIES 8< MAXIMOM HEAL LOSS <br />FOR: ROEM DEVELOPMENT CORP. <br />DR. BY <br />PIPE SIZE <br />ga.a6" <br />aa.a9" <br />aian[r <br />etz.ar <br />015-W <br />>316.Q6' <br />pzi.va' <br />X24.67 <br />CARTRIDGE <br />TYPEOEPTH <br />MINIMUM <br />R[M <br />70 CUTLET <br />MINIMUM <br />DEPTH RIM <br />TOOUTLET <br />MINIMUM <br />DEPTH IUM <br />TO OUTLET <br />MINIMUM <br />IJEPTH RIM <br />70 CLRLEr <br />MINIMUM <br />Der" RIM <br />7T7 OIIILEr <br />MINIMUM <br />DEPTH 1aM <br />TA CUTLEr <br />MINIMUM <br />DEPTH RIM <br />TO CUT1.Er <br />MINIMUM <br />BERTH RIM <br />Ti1411'il.E'T <br />12' <br />4.081[1 <br />4.08' [49.OQ'9 <br />0.33' [52.007 <br />4.68'[1 <br />4.83' II5.98' <br />[87.007 <br />5.33' [84.907 <br />5.68' 187.00� <br />18' <br />4.83' j56.60'T <br />4.83' [56.0 <br />5.08' &1.9D <br />5.38' C84.96"[ <br />6.58' II <br />5.8T [10.60"1 <br />6.08' [73.007 <br />. <br />6.33' 6007 <br />12' + 12" <br />5.68' [67.00'J <br />5.83' p6.66' <br />808' [13.00"J <br />8.33' 170,OQ� <br />8.50` 178,(10 <br />8,83` 8"1,Q0T <br />7.08' [85.007 <br />T.33' j88.0tl"j <br />12' +98" <br />6.08' p'3.6aq <br />6.33' [7e.6n^] <br />8.58' [78.OQ"] <br />8.83' j82.00q <br />TAB' [85.007 <br />7.33'[a8.001 <br />7.58'[91.001 <br />7,03-W.007[ <br />EXHIBIT B. STORMWATER MAINTENANCE AGREEMENT <br />DATE <br />072.00" PERK FILTER MANHOLE <br />SCALE <br />TREATMENT FLOW RATES, TOTAL FLOW CAPACITIES 8< MAXIMOM HEAL LOSS <br />FOR: ROEM DEVELOPMENT CORP. <br />DR. BY <br />CARTRIDGE STACK CONFIGURATION <br />REDWOOD CITY CALIFORNIA <br />CARTRIDGE <br />12' <br />78' 12' & 12 <br />12' 818' <br />STACK <br />7REA7MENr TOTAL FLOW TREATMENT TOTAL FLOW TREATMENT TOTAL FLOW TREATMENT TOTAL FLOW <br />QUANTITY <br />"W RATE CAPACITY <br />FLOW HATE CAPAGfTt' FLOW HATE CApACl1'1' <br />FLOW RATE CAPACITY <br />(GPM ICFS) (CFS) <br />(GPM! CFSF (CF5) (GPM LOPS) (CFS) <br />(GPMlC>=S) 4QF8) <br />1 <br />1210.03 4.94 <br />i6l0A4 6.1a 241005 E,90 <br />3010.07 734 <br />2 <br />24!0.06 4.94 <br />38!0.08 6.iQ 4810.11 6.80 <br />6016,13 7.29 <br />3 <br />8810.09 4.94 <br />5410.12 6.10 7210.15 6.90 <br />901021 7.24 <br />4 <br />41310.12 4.94 <br />7216.18 6.10 98!0.20 6.50 <br />12a10.28 734 <br />S <br />8010.15 4.94 <br />9010.20 8.70 126!0.25 6.90 <br />156!0.35 7.24 <br />MA%iMUM <br />HEADLOSS <br />1.7 FEET <br />2.3 FEET 2.9 FEET <br />3.5 FEET <br />EXHIBIT B. STORMWATER MAINTENANCE AGREEMENT <br />DATE <br />DEC. 2019 <br />SCALE <br />AS SHOWN <br />FOR: ROEM DEVELOPMENT CORP. <br />DR. BY <br />�z <br />REDWOOD CITY CALIFORNIA <br />k KIER & WRIGHT <br />JOB <br />A15145-2 <br />W <br />CIVIL ENGINEERS & SURVEYORS, INC. <br />SHEET NO. <br />3350 Scott Boulevard, Building 22 (408) 727 6665 <br />Santa Clara, CaliforriagSO54 fax (408) 727 5641 <br />1 <br />0 F2 <br />
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