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017/--Z X-SJ-FAS 90T `Phale 2 "CLEARING AND GRUBBING PUBLIC ROAD CONNECTIONS FINISHING Y o TRACY ROAD 021' PM.S. over 0.50' U.R.B. over 0.42'I.S.M.) FED.RDA FISCAL SHEET TOTAL Sta- 0+ 00 To Sta. 115 +03 Sto. 0+00 To Sta. 115+03 c STATE PROJECT Na I Sta. Tons P.M.S. Tons U.R.B. C.Y 1.S.M.o-7CALIF. s90rclu I 1 8 to 0+00 220 522 tP o 70 COUNTY OF SAN JOAQUIN COMPACT ORIGINAL GROUND 33+33 82 186 103 o cm County Road eumftmer Station To Station Sq. Yds. o Civil Engineer License No.7077 0+00 27+00 3600 30 27+00 35+00 2844 30\\ \ CQj j Pa STATE OF CA IFORNIA 35+00 00 8133 PRIVATE ROAD CONNECTIONS RAISED TRAFFIC BARST°a 96+00 111+03 5333 0.08' P. M.S over 0.25U. R. B.) 2 r 16 s2-' Sta. To Sta. Location L.F 04*' 869;Ip., Dist. En . Dist. X Sta. Location Tons P.M.S. Tons U.R.B. 0+10 0+40 Lt 84 2?°26Ap roved PLACING P. M. S. DIKES 0+10 Rt 3 II 111+ 35+60 Lt 3 II a Station To Station Location L. F. 101+00 Lt 3 11 Oo'20 Lt 3 II Q ! b27+00 35+00 Lt 800 111+50 Rt 3 11 qP S\2 27+00 33+00 Rt 650 114+80 Lt 3 II TYPICAL33+50 35+00 Rt 200 114+90 Rt 3 11 u FIELD ENTRANCE96+00 106+00 Lt 1000 N 104+8A 103+S'0 111iii09_109400 Rt. 7ww o i Raised Stole: I"= 50' 111 +50 113+30i ra ors 111 +80 114+88 Rt. 308 a/ii' Var. PLACING P. M. S. DOWN DRAINS CONFORM / Station Location S .Yds. fgo07W X554. 5' rg 27+00 Lt 8 o30+00 Lt.8 32+00 Lt 8 ENTRANCESNEW PROPERTY FENCE99+00 Lt 8 FIELD ti Q 102+00 Lt 8 025 U.R. B. with PENET. TR.) Var. R/W 104+00 Lt 8 Station Location Tons U.P.B. Sta To Sta.Location L.F.STA. 000 TYPICAL DRIVEWAY 107 25 Pt. Pt 8 8+10 Rt II 1 +50 107+50 Lt. IQ600 Scale: l" 50' i Scale: 1"= 50' 109+00 At.8 19+40 Rt II I 43+50 Rt. 36"x loci' 29+00 Lt 61 50 Rt II R.C.P. "X"Lkuin 30+50 Lt. 33t80 Lt 96+50 let, 104+ 60 Rt' 42"x 6'R.C.P. 36`x lea, 108+00 Rt. R.C.P. X"DR an- STRUCTURE C.M:I? P.C. P. REMOVAL ig o EXISTING PROPOSEDSTATION 12" ts" 36" 42" OF P. C. C. o REMARKSSTRUCTUREJc CROSS DRAIN DETAIL17.'F L.F tel L.r STRUCTURE .K... Cj ic& LL1 STA. 24+85 2+ 50 18"x56'C.M.P. 56' 12 8 2 -1.4 X-Dr. Sook: l"4' 8+50 1E"x56't.M.P 56' 12 8 2 -0.4 X-Dr RIt C 20390 ro' • 1.5' 1. 5' 19+ 40 12'x20'C.M.P.20' 3 2 1.7 28'Rt S-Dr. r568a3456, TYPICAL CROSS-SECTION 19+97 8"x46 C.M.P R. 9 D. Existinq X-Dr. Ch' 116505''N OF P.M.S. DOWN DRAIN 21+00 18"x56'C.M.P 56'12 8 2 +O.3 X-Dr. Scale : I "= I'R/ a 2-18'x34' P.C.C. 42'x6' R.C.P. LUMP R.ED Exist* %Dr. 8 PC.C. Hdwlis. sd Dike24+85 2- P.C.C. NOWLL. 36'x loo' R.C.P. 6' sum 0 20 3.0 X-Dr. with- 'T" of 2 n 100' Rt pont Mixed 0"'"Drop Picini M 14 26+95 8"x 44' C.M.P. R.9 D Existing X Dr. o - Don X0.4 RI P. S 36+50 18"x56'C.M. 56'12 8 2 + Dr: 3 41+30 8'x 38' C.M-P N R.fD Existing X-Dr. 44+28 12"x42' C.M.P. IS"x50'C.M.P. 50'II 2 +0.9 R.ED. Existing X-Dr. plant mixed 50+00 I51Ix50' CM.P 50' II 7 2 +1.9 X Dr. 22'Rt. 9 281 Lt. 60+00 18"x50' C.M.P. 50'11 7 2 +2.1 X-Dr. 16 LEGEND M r re 12'1 0.21' P.M.S. over Vor. :U. P.B. over existing Pavement.R.i D. Existing X-or CONFORM R Existing X-Dr 30 , 30' x xx 0.21' P.M.S. over 0.50' U.R.B. over 0.42' 1.5.M. over Import Borrow. 108+00 12"x30'C.M.P. 41 4 3 914 I.3 25'Lt S-Dr. IFA IS"x'CMP Q08 P.M.S. over 025 U.RB. 50 II 7 2 +1.3 X-Dr. Var. P.M.S. over 0.50' U.R.B. over 0.42' 1 S.M. over Import Borrow. 43+50 12"x 20'C.M• 20' Z 3 Z 25'I s- Dr. 0.25' U.R.B. with Penetration Treatment.V K +c CX a CONSTRUCTION DETAILS TOTAL 4 6'132 77et2O =l STA. 33+33353 SCALES AS NOTED 7 - ( 7.4 w i