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I I <br /> 82329 <br /> 6E/V,ERAL NOTES <br /> CO/7Jf J Earthwork - All eaifhwaeh except fol- final <br /> gl-adinq of shoulders shall be completed prior <br /> to placing Pina/ lift of Asphol} Concrete <br /> •,Limits of Nearimq and grubbing ; Eorthwork (Mise Areas) Surfacing. <br /> 2. Sta. 7f00 to Sta. /7f00 - The Asphalt <br /> a� 24 Pavement Reinfoecinq Fabric Concrete shol/ be placed in 3 lifts of <br /> / ¢ ¢ /2' /2' 44' /' approximate uniForm -thic/rness. <br /> orD _ Val- Val _ 3. i' oorted Borrow - The materia/ shall be <br /> ConForm. / 8 b Y Canfaim a c/ay type rrraleiio/ selected for its abi/i}y <br /> _______ _____ _ _ _ __ ____ :-::;... to resist erosion R-1/alue ano' Sand <br /> - --- -- Equivalent requirements shall be waived For <br /> 0.V"Asphalt Concrete (S&0. /6 to S/a. 7f00) this materia/. <br /> Existing Roadway (5t0.17t00 /o SIa. 30t¢3) 4. Pavement Repair - Aspha/l Concrete used <br /> 0,fV Asphalt Comcrete (Sta. 7,'00 to Sta. /7F00) For pavement repair sho/l be placed in <br /> -* See Shoulder Detail for layers which do not exceea' O. SO rig <br /> deviations Pram Typical lmporled Borrow or 4.rcavated compacted }hickness, <br /> Section. Material From Pavement <br /> • Limits of mailbox relocation rPepair (Typ.) S Placement of Asphalt Concrete SU/Facing <br /> TYP/CA ( SECT/ON shall not begin &w1i/ asphalt concrete used <br /> /2'- Sfa. 3l,, 93 to Sta 40f00 rn Pavement repair has been /n place for <br /> V or. O * l6 to Sta. 90 +63 a minimum of 36 hours. <br /> 6. Place Survey Monument Frames acid Covers <br /> al the Pot/owing /oca}ions; Sla 261-4Ps' and <br /> Sta. 32f90-- . E,ract location to be determined <br /> CO/79f by the Engineer: ReFer to Co. Std. No. A -B. <br /> Limits of Clearing and 0r-ubbri79 CO/sJf <br /> Limns of Clearing <br /> 24' Pavement ReinForcing Fabric andGrobbing <br /> /2' 4' 4' /' /'r6 -r/2' <br /> O 04 Aapha//� Vo% <br /> m _ Yar. Var. Vor Val. _ <br /> Concrete <br /> 3Conform_ Yor . ; _ _ --- -- <br /> .o y4i iCOnfOrm �____ _____ <br /> r .Existing Roadway <br /> O./7'Aspha/t Concrele <br /> $ Existing Roadway Shoulder Backing (Typ.) 0.25'Aspha/} Concrete <br /> p TYP/CAL SECT/ON SHOULDER D,ETA/L <br /> 347 9.3 to SJ`a S4f00 Sta. Of/6 to Sta. /4f70 (Lt) <br /> Z BIRD ROAD sheet No. <br /> w o COUNTY OF SAN JOAQUIN NO SCALE TYP/CAL SECT/ON of 8 <br /> v � grant Line Road to Lovely Rood <br /> Drawn By I Date I Project Engineer I Date I Checked By Date I Approval Recommended By Date Deputy Director I Date <br />