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294 <br /> CULVERT LIST JACK TONE ROAD <br /> W N0" 1 14 0 E% FMaE Y E AN STA <br /> HEET 9NEETS <br /> Station GMP CMPA" Structure Structure Remove Flowline location Remarks a-ITe M 21-23 1954 s s <br /> 12 22'x 13 Excovation Backfi I I Concrete <br /> 14+2T 20' 63.4 25' Rt. Side Drain COUNTY OF SAN JOAOUIN <br /> 14+% 20' 63.3 25' Lt S Dr - ---- -- -- <br /> County Engineer <br /> 16+15 20' 63.2 25 At S Dr Civil Engineer License No 104 <br /> 1T+34 20' 63.1 25 Rt. S Dr <br /> 20+40 20 62.8 25 Rt. S Dr <br /> 20+85 0.5 CY Remove 2 Headwalls Rush With Dock <br /> 22+00 44 10 CY 7 CY 62.6 X Drain <br /> 25+44 20' 62.9 25' Rt. S Dr <br /> 28+45 20 63.2 25. <br /> Rt. SDr <br /> 29+17 20' 63.3 25'Rt. S Dr 30, <br /> 29+72 20 63.4 25'Rt. S Dr <br /> Berm Ste.0+00 I1 4' 6'-jT' 24'a 0.16T'P.MS. over 0.5'URB. 7 6 4' 1 <br /> 34+68 20 63.5 251t. S Dr to SM. 94501 <br /> 41+00 44' 10 CY 7CY 63.1 X Dr. awe Stu. I / 29�o I 2010 o <br /> 3 <br /> to Sb. 8004 5% 5/, <br /> A:1 4 / <br /> 45+63 20' 62.9 251t. S Dr r vor " • f Vat <br /> 46+49 20' 62.8 251t, S Dr 0.50' sw 0+00f081+00 i WW su66es< rolero <br /> o.7s �+OOTe 110+3o <br /> 46+16 0.6 CY Remow 2 Hwdwafls Flush With Dock Sb c a <br /> 49+24 P0' 62.7 25 Rt. S Dr <br /> 55+90 20' 61.2 25* Lt. S Dr <br /> 56.16 200 61.2 25 Rt. S Dr <br /> 6T+87 20 59.8 25 Rt SDr TYPICAL CROSS SECTION <br /> Scale 1" = 5 <br /> 68+00 44 10 CY TCY 59.8 X Dr. <br /> 69+00 28 59,8 25 At. S Dr <br /> 69+26 0 6 CY Remove 2 Hwdwrolls Flush With Deck <br /> 71+17 20' 59.8 25 Rt. S Dr 3 i� Z <br /> MEOW1 <br /> 74+00 44' 10 CY 7CY 59.8 X Dr. ' s <br /> 74+53 20 59.8 25 Rt S Dr <br /> 1 <br /> 75+06 20, 59.8 25 At. S Dr It TYPICAL MAILBOX APPRO f11 <br /> 80►00 4410CY T CY 59.8 X Dr. wW <br /> 81+59 0.6CY Ranovc 2 Headwalls Flush With Deck cr <br /> 83.00 44' 10 CY 7CY 59.8 X Dr. o <br /> w <br /> 0.i89+46 Q6 CY Remove 2 HendmIls FlushWith Dock --' Z _ -%+82 20 59.8 25 Lt. S Dr Z9 11 '''' '', I r 1�; r RjW TYPICAL Sta 110+30 <br /> 97+00 44 10 CY 7CY ! 59.8 X Dr. -'---- Ste o*03 DAIVEWAY <br /> •g w, 1 <br /> 97+68 20' 59.8 25 Lt. S Or g <br /> 97+74 20' 59.8 25'Rt. S Dr Sk 41+52 <br /> 98+38 20 59.8 25 Lt. S Dr $ CAST IRON OLL TO 8E CITY OF STWON <br /> 98+39 20 59.8 25 Rt. S Dr STA OW C.B. TOP (OR ITS EQUAL) s' <br /> 103+67 20 59.8 25At. 5 Dr <br /> B`9: 105, 11155 26 CY 21 CY 59.8 25 Lt. S Cot`Sla Bron i104 5lx>se 'at ` s t4 ` = ® 0.33 URB with RWration TraInwrit <br /> s <br /> Erd <br /> 37 <br /> 104+80 20 59.8 25 At. SDr : :: 0.17 PMS. over 0.5 URB, over Ver. ISM. <br /> 77 <br /> 105+30 20 59.8 25 At. SDrvariablit Import <br /> 109+00 44 1 10 CY 7CY 59.8 X Dr. . <br /> .. °' ° .•O •.' <br /> 110+08 8.2 CY Eristag I Wwoms a Bar Culvert ------- 0.17'PMS. 01Kr 0.33URB. <br /> 1 <br /> 1 <br /> CATCH BASIN ' <br /> Scale 1"= 1' : CONSTRUCTION DETAILS <br /> s. .,. d •. . .. a . . : <br /> ♦. .•.• .sa, • °..•! ,�•• . . . ,••'1 `* SCALE 1"= 5O OR AS NOTED <br /> i <br /> •, TOTAL 723 Ft 352 Ft. 106 CU Ybr& TT Cu Yards II. I Cu Yordil <br />