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Star�Q'ord Frame E` 12'W or o C0/7St �R/L✓ E Cover Assemb/y 6" �. CL EAR/NG e GRUBS/NG CL 4A RIN6 G,R UBBJN6 94 /6' 01 /6' '49' /' 4 T.S.R.R. Sta.0V900 t0 5ta. 6fGO Sla. 9 4 D0 Ao Sfa. 79 62 ar• B•i n, - Z % Bi or All AQ -e--Surfacing WP. R.R. Sta.Ot00 to Sta. 9f00 0.2I'A.C. v o ° •" Tit.0. 55'A.S. Coss ':4 " Conn. b o a Co/�st. G D a 6 6„ ° A9g Bas e F//1//Sf�/NG ROA D;YA Y lr/N/BRING R OA D SVA Y 4 t _ _ _ Sto. 9 DO fo Sta. 79 62 T.S.RR Std. 0;00 to Sia. 6f00 o . X Monument e _ ° _ Mative Materia/ WP.R.R. Sta. 0400 to Sta. 9400 TYP/CAL D/KE�0.50�DETA/L Str, 3AW -25,00 Ito bo placed by See plans for location i Lt. oRivEwAYs Sta. /5.450 tosta. 3/f00 TYPE NUMBER QUANTITY AOR/I/EW.4YS M ON U MEN T FRAME AND B // 370 S Y. TYPE NUMBER QUANT/TY COVER DETAIL o 12 670 sY B 7 /SS SY. No Scale o / 25 .5 Y Const. ie R/h/ k A5R//AL T CONCRETE (/Wl k Areas) /6' /6 Edge of Pavement TSE LOCA T/ON QUANTITY ASP�/�,CT CONC'R,E' ',E 9, 4, � 4't 9 /, e /a 70, Oversicfe Oroin Stca. /T>00 Rt. E'!t !2 ,S.Y. .COCAT/ON TYPE QUANT/TY ___ 29400 " 72 " S.Y. T.S.AR. A.C. Surfacing .278 Tons ---------- ,, .N O0.2I'A.C. 21'A.C. TOTAL 24 S. Y. W.P.R.R. A.C. Surfacing 356 Tons 0. 55'A. 8Tota/ 6.34 Tons Sfa. /0 7L 00 to Sta. /St50 .Q/yv r Sta.3/t 00 to Sta. 5-1-t-75" oormox / nyO SO 'A.C. D/AE TYPE A T.S.AR. A.C.Base 470 Tons h " Width ,�OCAT/ON LENGTH W.P.R.R. A.C.Base S9570ns T eTota/ /005 Tons 3 t YP 5&17,40 to Sta.29400 Rt ILt 2400' Cons /. Type B Ori vewtV Compacted Nat/YB Materia/. Sta.52+70 to Sta.53*50 Rt. 80' 20 ' 20' Type D Driveriy O./3'A.C. over Compacted 6 9'� 9'112' /' Native Material Std.S3�►70toSta.S4+SO Lt. 80' Ivor. __ ___ var. "0' Tota/ .2560' 0.21' A.C. 0. 2/' A.C. T YP/CAL DR/ VEWA Y ,LOCAT/ON TYPE IJUANT/TY T.S.R.R. 14-OLA.C.P. �C/.IQ� 0. 55'A.8. DETAIL /�� sCJf7/J D�.L� W.PR. 42-0C.S.P. `079"thick) 38' Sto. 51-A 75 1�0 .StG. 5��t S.S NO SCO/C' ,IOCA'710N ' TYPE A/A. . ZNGrN TS.R.R. 30'� R.C.P. �C/.JII) .20' $tk 79+00 A=Dr.. C.S.P. t1079-thick) /z" 5.2' " WP.RR. 36-0R.C.P. (C Z) 30' .� COl1$r. '• 6.2+75 .5-Pr RG:P. '(C/.,M) /.2" 28' 2 7, 3 . .. 7300 /z" .24' 16 '- /6' 77f/s •, 1z" .28' /1'IPOR TEED BORROW / 6 4' S-� ��`"' ei 6 6vier �/ 4SPhVA,C T CONCR,ET,I�" LOCATION QUANT/TY We R. 82 o.21'A.c. 0. 21' A.C. LOCAT/ON TYPE QUANT/TY Gutter�6A70e� ONUML'1V T FRAM,fS } CO1�,ERS rsRR zeSc.Y. 00 to Ste. Sur 36/7 Tons W.P.R. 0 C.Y. o. 55' A.B. Std./04 ' Sta. 54.A55 to Sta. 73 00 r' Driveways 60 Tons X04".4P/ON No. A.C. Dike - -63 Tons Sta. 2 C*59.30 / Tota/ 3740 Tons 5"3 /6. 39 / 'k`/inpvrted Borrow shall be egua/ to or better than Sta.73*00 toSta.79- 4S AcBase 9lIOToas 794,62. /0 / the R'Ya/ue SO and Sand 6gu/ralent 17. TOTAL 3 27' 33' Note /6' 22' T.S.R.R. = TidewaterSouihern R.R.-Crossin9 r 6' 4' s'�-� I orf 2' 4' 4' /' 466WrCATf BASE ROAPWY 1XA VA r10N W.PRR Western Pacific R.R. Crossing or. Yat Qr Sta. /0t00 to Sta. 73+A00 4066 Tons LOCAT/ON QUANTITY -------- - -o 2/'A c---------J Gutter 6raae AS BUILT VAR. A .C. BASE Roadway 89.2 CX C3RRCTIONS gY -- __ " Note: 5ta. 73f010 to Sta. 791,45 Cross Sec(ions for � See IMPOR TED BORROW Yariab/e Shau/der S/ones ZA THROP ROAD RO TH ROAD LOCAT/ON 9114NT17Y TYPICAL SEC /ONS Roadway 9785 C.Y RA/,l ROA40 CRC 454$1 ✓✓G'.S SCALE: NONE &lrnpo e ted Borrow shall be egua/ to or he t ter than the R'I/alue SO and Sand Eguiya/en Y' 17 AL PROJECT ENGINEER DATE CHECKED BY DATE SUBMITTED BY DATE APPROVAL RECOMMENDED BY DATE SCALE : As Noted TYP/CAL SECT/ONS, DEU& PROJECT ROTH ROAD SNOT LSHEETS COUNTY OF SAN JOAQUIN 2 ``CONSTRUCT/ON NOTES LATHROP ROAD Ri 44