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i <br /> R/W e Const. GENERAL NOTES <br /> . I <br /> Limits of C/eor/ng t' Grubbing, Eorthwork (Roodwoy Widenings /. X-Sections are ovodoble upon request of the <br /> l' 16' 16' 4' Son Jooquin County Pub/ic Works Office. <br /> 6' /0' /O'* 6'f 2. The eonfroctor shot/ conduct his eorthwork <br /> operotion os to not obstruct or disturb existing <br /> I droinoye Poci/ities or potterns. <br /> 0.08'A.C. _ Vor I Vor. _ /Confbrm 3. CooAerotion -Attention is directed to Sec. 7-1.14 <br /> Vor �! oP the Stondord S,oecificotion. The controctor shot/ <br /> 2 - coordinote his work with other forces widening <br /> roodwoy on the north side between 5to. O +60 <br /> and Sto. 26 + 40. <br /> 0.33'ASpho/t Concrete Bose 4. Order of Work -Finish course oP os ho/t concrete <br /> Widening to be 0.17'Aspholt Concrete P <br /> done by others. sholl not be p/oced until widening of roodwoy is <br /> Existing Roodwoy (20't wide) completed on both sides. <br /> 5. Excovoted moterio/ from Lower Socromento Rood <br /> Intersection and Trench Widening oreo sholl be <br /> used fbr shoulder embonkment throughout the <br /> TYPICAL SECTION project. <br /> 6. Re Per to Son doo uin County Stondord No. 6-1 <br /> Sta. 0+60 t0 StO. 26 t 40 Por trench bockfi� requirements. <br /> Limits of Moi/box Re/ocotion <br /> Const. <br /> *Limits oP Clearing �' Grubbin I Eorthwork(Roadway Widen'iny) <br /> 4' /0' /O' *4' <br /> Vor. <br /> I O-2' <br /> Conform _ Vor. Vor. _ Conform <br /> Vor. Vora <br /> -WWI i0r <br /> 0.33'A5pho/t Concrete Bose(Typ.) <br /> 0./7'ASpho/t Concrete Existing Roodwoy <br /> Sto. 40 t 00 to Sta. 50 + 20 = 2' Min. <br /> TYPICAL SECTION <br /> S to. 26 t 40 to Sto. 50 t 20 <br /> COUNTY OF SAN JOAQUIN NO SCALE TYPICAL SECTIONS ROAD DIST. 4 WIDENING e RESURFACINJ Sheet No. <br /> FOREST LAKE ROAD 6 of 8 <br /> Project ,EEn inesa! Dote hacked B Data A sociate En ineer Date A r I ecommend d_ B Date <br /> vt't/co(iK S� , fife ,5�3 S•, LRh l.� <br /> 1370-31 SB <br />