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Asphalt concrete <br />New C.G.&S, <br />-____--- ----- <br />Conform <br />v <br />3 <br />w <br />L ,> <br />C <br />0 M <br />J C <br />X <br />w <br />Width <br />3 <br />O <br />M <br />Conform <br />back of walk <br />ASPHALT CONC. MISC. AREAS <br />(DRIVEWAY) <br />Location <br />Length <br />Width <br />Area <br />Augusta <br />St. <br />6.5 <br />11.5 SQYD <br />Sta 19+90 Rt <br />Stu <br />11+78 Rt <br />55' <br />4,5 <br />27.5 SQYD <br />Sto 12+60 Lt <br />18' <br />4.5' <br />9 SQYD <br />Sta <br />12+60 Rt <br />12' <br />4.5' 1 <br />6 SQYD <br />Sta <br />13+14 Rt <br />32' <br />4,5' 1 <br />16 SQYD <br />Sta <br />17+33 Lt <br />100' <br />4,5' 1 <br />50 SQYD <br />Qran9e St, <br />Length <br />Width <br />Area <br />Stu 19+31 Lt <br />16' <br />6.5 <br />11.5 SQYD <br />Sta 19+90 Rt <br />18' <br />6.5' <br />13 SQYD <br />Stu 20+22 Lt <br />16' <br />6.5' <br />11.5 SQYD <br />Sta 21+63 Lt <br />22 <br />6.5 <br />16 SQYD <br />Sta 23+69 Lt <br />12' <br />6.5 <br />8.5 SQYD <br />Sta 24+18 Lt. <br />12' <br />6.5' <br />1 8.5 SQYD <br />May be installed on <br />sign W1-7 (24" x 48") <br />2' clear <br />to edge of <br />pavement <br />Diamond Gr <br />Sheeting <br />ORANGI <br />STI <br />3'-6" Min (Urban) <br />4'-6" Min (Rural) <br />to edge of pavement <br />N <br />X <br />0 <br />f <br />2" x 2' Square Perforated Steel <br />Tubing W/Penetrator Anchor <br />TYPICAL STOP AND STREET <br />SIGN INSTALLATION <br />DRAWN BY <br />Enrique Sdva <br />DRAWER <br />DATE <br />S/11 <br />SHEET N0. <br />PROJECT ENGINEER DATE <br />);��e <br />0.60' AC <br />Slurry cemen <br />concrete <br />8" Dia. water rr <br />Width <br />4" P.C,C, over <br />4" Class 4 aggregate subbase <br />New C.G.&S, <br />Conform <br />back of walk <br />MINOR CONCRETE <br />(DRIVEWAY) <br />Location <br />Length <br />Width <br />Area <br />Augusta St. <br />Sta 11 +25 Lt <br />10' <br />5.30' <br />6 SQYD <br />Orange St. <br />Sta 24+97 Lt 16' 4.25' 1 7.5 SQYD <br />Sta 25+18 Rt 5.10 14.5 SQYD <br />PunnP � SVbF,.•aJQ [i,5 Cc, --.s <br />-d <br />j u <br />11 + `fO -- I `t + 80 R+ K 40 .0 <br />$f u• Iq-t816 - 2-6+'13 . &- -7 x 5 = 73.$ I <br />54-ol• zo+$5 Rt 4XI5 s4 <br />"� <br />S+ at. 2D+ -13 -• Z! + ! R tax YYz �3.� <br />+ a I -- z ! + t t- : z `l 9 x •G <br />Stoi. Z!f 17 -7-14 SSLfi 7 xJV� 31.8 <br />54.41. 2.1 f 5 8 -2� <br />2.+ 4 R4 1�9 X 7 3-7-,3 <br />r <br />T., <br />C L C. <br />Varies <br />1'f -3'f <br />SLURRY CEMENT TRENCH BACKFILL <br />rt <br />• ' __ �� <br />Augusta Street Sta 10+60 to Sta. 17+88 <br />Orange Street Stu 18+55 to Sta. 19+00 <br />Orange Street Stu 21 +50 to Stu. 23+85 <br />Orange Street Sto 26+36 to Sta. 27+00 <br />0.60' AC <br />Slurry cemen <br />concrete <br />18" Dia. <br />Storm Drain I <br />Gutter Lip <br />2'1 1' 4.5' <br />A <br />Face of <br />Curb — <br />Vertical <br />Curb — <br />(�MAILBOX <br />LLQ 'n - - - <br />C <br />0 <br />C <br />v <br />4.5' <br />7.5' <br />Curb, Gutter and Sidewalk <br />19" ►T. 48" Min. <br />8" <br />*2"x2" Square <br />Perforated <br />Steel Tubing <br />� o <br />SECTION 13-13 <br />B ;n <br />*Contact: S.J. County Traffic Maintenance <br />Division (209) 468-3088 for approved <br />list of vendors <br />SINGLE <br />MAILBOX RELOCATION DETAIL <br />Augusta Street Stu 13+39 (22't Rt) <br />Orange Street Stu 23+96 (20'f Lt) <br />Varies <br />1'f -5'f <br />SLURRY CEMENT TRENCH BACKFILL <br />FOR 18" DIA STORM DRAIN PIPE <br />Augusta Street Stu 14+10 <br />CHECKED BY DATE <br />COUNTY OF SAN JOAQUIN <br />yf 3/ <br />0.60' AC <br />Slurry cemen <br />concrete <br />12"" Dia, <br />Storm Drain <br />Nati) <br />soi <br />6' 0" <br />3' 1 lop 12 hot <br />'ON i33HS I 63M` 60 <br />Varies <br />1'f -3't <br />P LAN <br />_-1_ <br />II II a <br />ELEVATION �' f <br />=- #4 Rebar <br />72 Parking Bar 3nWIL <br />3500 PSI Minimum #4 Rebor M <br />220 l <br />bs/each6" <br />Min. I I <br />SECTION <br />PRECAST BUMPER CURB DETAIL <br />Mon <br />Survey Monument Frame ID Cover <br />and Cover (See SJCO Frame+12" <br />Std Dwg CW -Ml) <br />Elevation shall match <br />finishedgrade of <br />pavement <br />2" thick Asphalt Concrete <br />(3/8" max aggregate size) <br />F -AC Overlay <br />8' Line or <br />Class 3 PCC CollarSaw Cut <br />placed around —, 6"OD PVC <br />monument frame Pi e <br />Undisturbed y Existing Survey Monument <br />basement soil to remain in place and <br />undisturbed <br />SLURRY CEMENT TRENCH BACKFILL <br />FOR 12" DIA STORM DRAIN PIPE <br />Orange Street Stu 26+45 <br />SURVEY MONUMENT DETAIL <br />RECORD�PRAWlf; <br />.rrPC�brl �"IC Q;e <br />11.3 furr., :7 +1., a....... 7, <br />UNDERGROUND <br />SERVICE ALERT <br />(811) <br />O �Of ESS/aV <br />Uj <br />No, 42581 <br />9F C/ V11, <br />OF CA��� <br />David Mendota <br />Registered Civil Engineer <br />WOODBRIDGE STREETS IMPROVEMENTS, PHASE II SNo SHOEETS <br />NO SCALE CONSTRUCTION DETAILS (Augusta Street and Orange street) 7 $ <br />