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CLEARING & GRUBBING <br />STA. 7+13 to STA. 253+50 <br />FINISHING ROADWAY <br />STA. 7+13 to STA. 2 53+50 <br />ROAD INTERSECTIONS <br />MIN. PAV. <br />STA. ROAD TON --AS — AB -~ AGG. --- ASPH. <br />31+85 K E L50 704 448 194 12- <br />33+13 <br />233+13 — 44 15 1 <br />101+86 PATTER5ON <br />TOTAL <br />??8 495 214 13 <br />— 114 <br />PA55 <br />116+83 <br />BETHANY <br />150+72 <br />WICKLUND <br />168+35 <br />HAN5EN <br />218+04 <br />REEVE <br />245+67 <br />GRANT <br />41+97 <br />LINE <br />250+65 <br />SAN JOSE <br />TOTAL <br />??8 495 214 13 <br />— 114 <br />18 1 <br />— 53 <br />18 1 <br />685 436 <br />253 15 <br />— 35 <br />12 1 <br />3,040 1,935 <br />838 50 <br />— 18 <br />6 1 <br />5,207 — 3,578--1568- 95 <br />REMOVE PC.C. STRUCTURES <br />APPROXIMATE QUANTITIES <br />STA. <br />Description <br />LOC. <br />C.Y. <br />1.1-+79 <br />Headwalls <br />X -Dr. <br />2 <br />22+48 <br />Headwalls <br />X -Dr. <br />2 <br />41+97 <br />Heodwalls <br />X -Dr, <br />2 <br />52+83 <br />Headwalls <br />X -Dr. <br />2 <br />74+86 <br />Parapet wall only <br />4' Rt. <br />1 <br />85+60 <br />Box CuIv.8 Hdwls <br />X -Dr. <br />22 <br />138+57 <br />2' Sidewalk <br />21'Rt. <br />1 <br />168+48 <br />Headwalls <br />12'Rt. <br />1 <br />246+60 <br />Septic Tank <br />Rt. <br />135 <br />240+57 <br />IO'Driveway <br />20'Rt. <br />4 <br />241-+45 <br />21'Driveway <br />19'Rt <br />8 <br />101+85 <br />Headwall <br />80'Rt. <br />2 <br />209+40 <br />Box CUIV. di Hdwlls <br />X -Dr. <br />40 <br />100+40 <br />Conc. Slab <br />Lt. <br />? <br />113+50 <br />Conc Slob <br />Rt <br />9 <br />Gu id¢ Markers for Grand <br />TOTAL <br />238 C.Y. <br />METAL CULVERT MARKERS <br />(as direct by Engineer) <br />STA. <br />Location <br />Type <br />Quantity <br />11+78 <br />Lt.& Rt. <br />E <br />2 <br />22+48 <br />Lt. a Rt. <br />E <br />2 <br />41-+-97 <br />Lt. & Rt. <br />E <br />2 <br />52+83 <br />Lt. a Rt. <br />E <br />2 <br />74166 <br />Lt. a Rt. <br />E <br />2 <br />85+60 <br />Lt. & Rt. <br />E <br />2 <br />91+90 <br />Lt. a Rt. <br />E <br />2 <br />1004-12(0.L) <br />Lt. a Rt. <br />E <br />2 <br />KELSO Rd <br />Lt.& Rt. <br />E <br />2 <br />PATTER50N PA55 Lt.& Rt. <br />E <br />2 <br />HANSEN Rd <br />Lt. a Rt. <br />E <br />2 <br />149+50 <br />Lt. 8c Rt <br />E <br />2 <br />157+64 <br />Lt. & Rt <br />E <br />2 <br />180+25 <br />Lt & Rt <br />E <br />2 <br />TOTAL <br />2.844 <br />See <br />Gu id¢ Markers for Grand <br />Total <br />CLASS 1A CONCRETE <br />(MINOR STRUCTURES) <br />STA. Description LOC. C. Y. <br />74185 Extend double X- Dr 13 <br />4'x 2-8'=ADox CaIv.00' <br />Rt. with straight <br />wingwalls <br />85+50 Hdwl.,Warpedwing- 21'Lt.aRt. 35 <br />walls a apron <br />100+30 Std. Straight Hdwls 21'Lt&Rt. 6 <br />Total 54 C.Y. <br />CONCRETE <br />CURBING <br />TYPE <br />AI -6 <br />Location <br />L. F. <br />Kelso Rd. <br />172 <br />Patterson Pass Rd. 84 <br />Hansen Rd. <br />84 <br />Grant Line Rd. <br />2030 <br />Total 2370 L.F. <br />P.C.C. RAISED TRIAFFIC BARS <br />TYPE B <br />(as directed by Engineer) <br />STA. L.F. <br />240-100 115 <br />METAL GUIDE MARKERS <br />(as directed by Engineer) <br />TYPE Quantity <br />E 52 <br />F 33 <br />G 39 <br />K 14 <br />L 10 <br />Toto/ Gu1de Atree/.S' /48 <br />6P- ",0 TOT,4L / 76 Ab�o-,Ae�s <br />NOTE : In5tall at locations shown on plans. <br />1811 0 R C P CULVERT <br />DETAIL "A11 <br />Elev. <br />Eley. <br />X -SJ -FAS 909 (1) <br />BYRON ROAD <br />FED ROAD <br />DIV. N0, <br />STATE <br />PROJECT N0. <br />FISCAL <br />YEAR <br />SHEET <br />NO. <br />TOTAL <br />SHEETS <br />7 <br />CALIF. <br />S- 909 (1) <br />1963 <br />25 <br />1 33 <br />COUNTY OF SAN JOAQUIN <br />COUNTY ROAD COMMI STONER <br />CIVIL ENGINEER LICE N E NO. 7077 <br />STATE 74DIJfT. <br />NIA <br />ENG., DIST. X <br />APPROVED J u n e 1963 <br />CITY 8 COON �JEGTS R <br />C#E. LICENSE N0,6522 <br />PLACING A.C. DIKES __�_ij FL..Elev o , <br />(as directed by Engineer) Level 6' <br />(0.5' Type A) - -cs <br />Loca t ion L. F. <br />X-S.J 909 <br />Kelso Rd 234 I LT 64-10Y24C14-P <br />ll 11� S-909 (1) <br />Patterson Pass Rd. 172 DETAIL B <br />Hansen Rd. 172 CORS.EC i IONS BY <br />Grant Line Rd. 446 <br />NO CHANGES _ NAe- 11044-4er <br />Total 1024 L.F. <br />DATE <br />CULVERTS <br />SIZE CLTV STRUCT. EXC. STRUCT.BKFLL. <br />RCP (G.Y) MY) <br />18 1/ 756 L.F 248 174 <br />36 252 L.F 184 104 <br />TOTAL Exc.432 C.Y. 6kf11. 2?8 C.Y <br />Note: Place at locations shown on plans. <br />DRIVEWAYS <br />(0.33' A.B. Over 0.12' A.C.) <br />8 ea. <br />FIELD ENTRANCES <br />( Penetration Treatment over 0.331A.B.) <br />9 ea. <br />