Laserfiche WebLink
J <br /> CoSt. GENERAL NOTES <br /> + 7 , / A1Yentian is directed fi Ser. 7-/./4,Ca9oeratio» <,Std.�xcr.) <br /> Limits of Clea,-In E Grubbing E Earthwork (Mist. Areas ) Aviny sha//.La Carvdiilaled/rith RX Ayres Axon /veAny X-in,7s <br /> 47 ¢7 ' 2. Pavement >: Median widths rary at intersections <br /> O O to accomodatt tum lanes. See Intersection <br /> /a ' 26 ' 8 ' ¢' Defai/s , Sht. �3 <br /> �fo) liar. Par:_ J. Edge thickness Jha// be full depth of orerlay <br /> yp Vey - I var (10.17') at intersections. .See intersection <br /> L----'- - - - -- - - - -� See Detai/�- -- - - -- - - r--- � details Sht a_3 <br /> /m rt A (Typ.) 0.04;42D <br /> Borrow (1 TYP•(96 P,) rf. The Contractor shall rolqduet he Earthwork E <br /> �j},p•) O./7'Aspha/t Concrete Resurfacing Clearing operations in such a manner as to not <br /> Exist/nj Roadway disturexistin,y droina_qe. <br /> WITH CURB MEDIAN (Z) See Genera/ Note / S• Uti/iiy iYlonho%s (RC. re, PT. fT.) oad`Yo%r <br /> ® &9e General /Vote 2 11o/ves svi// be odjUsfed 6y ofhev-s. <br /> Cans>. <br /> 6. Survey Monument frames � C'overs sha// be <br /> I aQj'usted fi grade at the following locations: <br /> * Sta. 4el, 85 t, Ste A67*75r, Ste. 5/.9*54t. <br /> Limits of Clearing Grubbing e Earthwork (Mist. Areas) <br /> 7. /fiported borrow - The R-!value and ,Sand <br /> 47' 47' Equivalent Inpirements shall be waved. <br /> `f B' <br /> e6 6' I �6' e6 ' g' ¢' 8• Pavement markers shall be removed prior <br /> to resurfacing operation. <br /> Ccr7form !lar. Con/orm Itor _ <br /> (Typ. ) Var. ` I °r , v e6 26' <br /> Borroww <br /> /miool Bo�ow 0 Ole A.C. <br /> �Typ• var <br /> (Ty/o. ) 0./7 :4spha/t Caxre Resurfaci (Tyro. E.P.� r. <br /> "' E,ristin9 Roadway — —� Cd C7 / <br /> Z A 7'A. C. <br /> Limits of Mailbox Relocation O,/7 C <br /> m <br /> WITHOUT CURB MED/AN <br /> 0 <br /> TYPICAL SECT/ONS DETAIL A DETAI L B <br /> z <br /> Sia. 353 *00 to ata. 5Z5 t So <br /> M (600't South of French Camp Rd. to 2W't,�outh of Cerpenter Rd) <br /> T" COUNTY OF SAN JOAQUIN SCALE: Noive TYP/CAL SECT/ON AIRPORT wAY S2eof 4 <br /> — — <br /> 2I Pro act Engineer I Date I Checked B Oota Associate Engineerl EngineerDate JApprovol Recommended BYIDate <br /> ID <br /> asu o7!�rel 379ewa� 3 79rf. 379 J <br />