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i <br /> Cst. GENERAL NOTES , <br /> I <br /> Limits all Clearing 0' Grubbing 6 Earthwork <br /> Roadway Widening (Type I 1. �Beyinning of Project; End of Radii of River Rood <br /> (sto. 0t /00). <br /> -2' 4' 12' 12 ' 14' Z' End aP Project; 2 ' south of Tidewater Southern <br /> Vor. Rol/rood frock (sto. 145 +88). <br /> Vo 8/ 2— 6 Ver I Vor. _ B, Vnc 2. At the following locotions — Va. 21+00 to sta. 24 +00, <br /> V Ste.. 47+00 to Sta. 51+00 E Sta. 58 +00 to Sto. 63+00 <br /> orw Vor — — — — — — — — — — {mar szs existing pavement in excess oP 12' from f of <br /> Construction sholl be scarified and used as <br /> 0.35'A. C. 0.18' shoulder embankment. <br /> Over/oy 3. Imported Borrow—R— Volue sholl not be less <br /> (Typical Rt. O Lt. ) (Typical Rt $ Lt. ) Mon 50. Y Send Equivalent over 25 R- Volue <br /> will he waived. <br /> 4. Sum <br /> Surplus embankment material Xte 13,,50 to Va. 11o,50 <br /> TYO/CAL SECT/ON and .rte. 63+00 to Ste. 82+00 shell 6e used for shoulder <br /> .Sta. JW to Sto. 13+50 embonkment throughout the remoinder Othe project. <br /> Ste. to 5to. G3+00 <br /> Ste. 82A00 to Ste. 145+88 <br /> f <br /> CO,7St <br /> Limits oP Clearing 0� Grubbing <br /> 3' 412' 12' 4' X AS BUILT <br /> CORRECTIONS BY <br /> `o„ 8 ° Z (° _ _� Va� " NO CHANGES - <br /> Var `Q~ DATE <br /> Lunits of Clear 4 Grub. I L0.35' Asphalt Concrete <br /> Vor. — 4'— 1 –^I <br /> I <br /> --Exist. Cone <br /> Slope Povin9 <br /> J&D.. DETAIL ACROSS TYPICAL SECTION <br /> IRRIGATION STRUCTURES <br /> Ste. 17+ 71 f Rt. Ste. /9+5o to .rte CARR OL T ON ROAD <br /> Ste.. 66 +09'Rt. Lt. Va. 63,W to Sta. 82+00 <br /> Ste. 78 +79 t Rt. f Lt. <br /> COUNTY OF SAN JOAQUIN SCALE: NONE TYP/CAL SECT/OW Ro. "S' V RESURFACIN6 & Sheet No. <br /> RECONSTRUCTION 1976-77 (PIIASEXI) 1-�Lof 9 <br /> 32 Pro ect En inear Date Checked BY Datassoclate Engineer] Dote A r val Recommended Byloote <br /> ole v�fl'�M 4177 Q•.d a+t M- 77 Q �/7 e <br />