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N13 - N25
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N13 - N25
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Last modified
3/8/2016 3:15:10 PM
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1/22/2016 4:48:26 PM
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Improvement Plans
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_ 51 -N <br /> WlfFlr.'MNMRIXIYIiMIY�PiY11WttM1�"RiPM4.MFYMMXCMIYMlIIYYYXpWgAA.XM1111nMYlXp1IIp�MI�YpWMYIppYIgFlMly®.iWpXnfnINYYYr$'IdYPX11yRIIMMWX�WYYiPbW.MIYBWIWWMMIMNPXYM4yeYMAelekbe^®IYBM'AWn81nMIXIPVaXIYMIMiIp6AWPWWIRMYYIYMIYiXFMtlINXMM1YY.IgHIYWWggipgqyqMlle"nipMp ..tlYIM1M��XPvrtSYLY'XgAiIWNM1anXPM%VIXIM1✓Mn.Hn.VIMOiMWXIfPI@'RYgdIWIXIWI®XWXWMIempMnlNXItlIM11e.[BIPWHWXWNtlMPWdFM11MW'MinrliWlFa'lupi'4YIIX1WeP�YkeWIWPPtlY'YeMunMP.gM1r,MIIgWNWIftMWIWpIinN:T18FXYYYNMI@IIWXMYMMIII®.IIIEp�AR&IlfYyyl%'YIYYpMIiWYpMYiIPIIYgIYI.egNlM1ylYnpgpPy®YARXWY9MI4YWYIYSyWIIWITM!. WXWNY' 'I MW6 '.p.W.M.. XY':I <br /> WLtl AMWWiIM pW9MnMWl M1iYWtl#.egMM1MIpAItlpMIInX®IYXLMIR'IRYMYMNI9MIIIRipA�pMIpIPPag4AdpMNYlYpppMpX4lNMyYPgXrylppMyyIYXXIMMtlIpM1bWgIWMIR�IMPoMMRAYIMRdfAnitl.lrxlWIVWMXMII4MRA/F41®�'p4CW'"WAM0.tPl.'ov°.I'.er...yxnW&IPOYWiW'mPilYI1MMWRMMNpY0ve0MG&IYnYnAIIIAtlIiRln5eelWWYgM�WIYMfiglilYY�'AIWRMIYMRPYY�IYe®XIWO.P®pY�Y�W�I <br /> NORTHEAST STOCKTON STORM SEWER <br /> ❑04[ If"IJE% � FI 1!. � <br /> N) ey n0 HF E'fB <br /> T 2 2 196 <br /> 2 13 13 <br /> TRENCH RESURFACING 12" E.S.C.P. COLLECTOR LATERALS 66 " R.C.P. TRUNK CLASS QFC" CONCRETE <br /> 0.17 ' A. C. over 0.50' A. B. ( Sacked Concrete Slope Protection) <br /> Ton <br /> Sta. to Sta. Width SC-290 Tons A.B. Tons A.C. Location L. F. Location L. F. Item Quantity <br /> 9 +00 11 +00 8. 17' 0. 182 57.5 20. 6 Alpine Trunk Line 135 ' Alpine Ave. 294' Outlet Structure Slope Protection 52 C.Y. <br /> 12+25 12+75 8. 17' 0. 100 14. 0 5. 0 Wilson Way Trunk Line 330' STRUCTURE EXCAVATION <br /> 15+22 18+22 8. 17' 0.273 87. 3 30. 9 Sanguinetti Lane Trunk Line 171 ' Total 294' Total 52 C.Y. <br /> 18+25 32+42 8. 17' 1. 292 407. 0 145. 8 Possible Additions 14 ' <br /> 32+42 39+52 7. 00' 0.554 175. 0 62.6 Quantity <br /> Tota 1 650' <br /> Collector Laterals CLASS 11A" CONCRETE STEEL PUMP HOUSE <br /> Total 1,027 C.Y. <br /> 192 ft. (18') 5.08' 0. 108 34.0 12.2 <br /> Armco LS- 1 (self framing) or equal <br /> 291 ft. (I2") 4. 57' 0. 122 39.0 138 Item Quantity Location Quantity <br /> 18 " R.C.P LATERALS Sump 224 C.Y Surnp 1 STRUCTURE BACKFILL <br /> Total 2.63 814 291 Total 224 C.Y. Total I <br /> Station L. F. L. F. Jacked-in-Place Quantity <br /> 4+54 48 ± 44 ± <br /> 8 +60 37 ± 44 ± <br /> MANHOLES II +30 52 ± 44 ± BAR REINFORCING STEEL STEEL DISCHARGE PIPE Total 108 C.Y. <br /> (Unit cost of Manholes includes pipe stubs 8plugs) 18+22 55 +- 44 ± <br /> Size Type <br /> Station Pipe Line Stub I 1 2 Item Quantity Pump No. Pipe Size L. F. <br /> Totals I9z ± 176 ± ROADWAY EXCAVATION <br /> 3+05 Alpine Ave. I Sump 43,500 lbs. 1 24" 200 INTERSECTIONS <br /> 5+65 Alpine Ave. 42" 1 2 30" 200 <br /> 7+09 Alpine- Wilson Way 30" 1 Total 43,500 lbs. Location Quantity <br /> 4+54 Wilson Way <br /> Total 400 <br /> 8+60 Wilson Way 1 Alpine Avenue 70 C.Y. <br /> 11 +30 Wilson Way I 36" R.C.P TRUNK Belvedere, Mistletoe, Vail, 6y "E" 178 C.Y. <br /> 14 -*61 Wilson Way 18" I <br /> 18 +22 Wilson- Sanguinetti I MISC. IRON & STEEL <br /> Total 248 C.Y. <br /> 20+03 Sanguinetti Lane I AUTOMATIC DRAINAGE GATE <br /> 24 +00 Sanguinetti Lane I Location L. F. ( SUMP ) <br /> 32+92 Sanguinetti Lane I Sanguinetti Lane 710 ' Item Quantity Armco 20C or equal CHAIN LINK FENCE <br /> 39 +52 Sanguinetti Lane 15" I <br /> Total 71 O' Deck Grating 1291 1 bs. Location Quantity <br /> LaJder 155 End of 24" discharge pipe l <br /> Total 5 7 Cat Walk 2573 End of 30" discharge pipe I Location L. F. <br /> Bar Screen 9; Support 3689 <br /> Siphon Box Covers 78 Total 2 Sump 57 <br /> 48 �F R. C.P TRUNK Electrode Brackets 80 <br /> Total 57 <br /> Pipe Supports 203 <br /> Cutoff Plates 276 <br /> Pipe Deck Railing 707 PUMP PLANT <br /> CATCH BASINS & DROP INLETS Location L F Access Opening 375 <br /> Wilson Way 1,828' Pump Deck Opening 4103 CHAIN LINK FENCE GATE <br /> Sanguinetti Lone 1,418' Total 13,530 lbs. <br /> Quantity Size Capacity Quantity <br /> Station Pipe Line Catch Basin Drop Inlet Total 3,246' 50 H.p. 6,000 g.p.m. I Location Size Quantity <br /> 5+65 Alpine Ave. I 125 h.p 15,000 g.p.m. I <br /> 8 +60 Wilson Way 1 CLASS "A" CONCRETE sump 6' X 3' I <br /> 11 +3o Wilson Way 1 ( MINOR STRUCTURES) Total z <br /> Total I <br /> Total I <br /> 54 " R.C.P TRUNK Item Quantity <br /> 2 <br /> Outlet Structure 10 C.Y. <br /> Location L.F. <br /> Siphon Breakers 4 C.Y <br /> Alpine Ave. 144' Total 14 C.Y. <br /> NOTE : Trunk line pipe lengths as shown Total 144' <br /> are from t of M.H. to i of M.H. <br /> REFF;RE- CE COUNTY Of! SAN JOAQUIN <br /> DEPARTMENT Or PUBLIC WORKS <br /> CONSTRUCTION <br /> _ NOTES <br /> 1 _ r>t-tA.wr"I: Ani>IaOa+€'.,n once. —DA-777—'— <br /> WED. <br /> ea77W.ED. 7-30-62 <br /> p�I0 LIA'1'E _ ❑Esc RIPI ON _ `A¢ PRD <<. n,i L" _._ - DRAWNG NCI. <br /> _.. € RAOLEY R 7077 <br /> RE"VI;;Id NS 01IREf1t:P OFFXUBLJ'..WJfFKE, <br /> "" n+irru�aWarwnswweeu�YUYwewluwluwnnmwWrsWwnnremwlwrenrnYlatldwlluwMUYwuYXeawaYlu�asiaulYPeavuuWnXeesrW'uWPumxwlulmluwwweuwlwwWYlullnw.u�M1ennn�IwmwunnewulelmPneWUPWtlMueueenunMUYlrwrrr�rWeWrMnlmmYw.YXwlwXuvewawaelweevl�wYM�XYPMuwaIMul�®IwmwasrYu�.eW4aaYevaY'Ilwlwelswarmunuuuwm�eeuXlrwruwaYurWuuwWaYaXwwn�wmPl ewemlwltlwmemlauaewl�lYr'.ulurtiwe. euareYuwrnu®nwnwlnreWlPwW�'wXlumaweuuunun�MenaX®wewo.'wnw�Ynmur IIwuY®rae•xweouvwrlu�wwelwMYeulele�YleswMswurXlwnlw"IMYwuYenwluiwrw.nweuWMWtlnnWXw�I�nne�uwnanY��sluwmrn �euowwmrlwu <br /> N- 13 _ <br />
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