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t CURVE DATA <br />24-53.98 fn 4154.94 <br />R = /75' <br />d = 6504744" <br />L = 200.96' <br />d = 9.822 M/N.IFr. <br />4 f 54.94 tt 5f 25. &3 <br />R = /75' <br />p = 23 %2'40" <br />L = <br />70,69' <br />d = 9.4622 AfIN11cr. <br />5125.83 fn 6'vl 2/.06 <br />R = 175' <br />&Z 9.622 M/N.1Fr. <br />ZOO _ <br />EX/ST/NG EDGE OF PAVEMENT <br />EX/ST/NG BRIDGE of SWALE <br />/0 SECT/01V CORNER <br />SECTION L/NE <br />"' Rvlw - SLE CONST. e R/W OF WEST LANE <br />ti) <br />wEST Ii ZANE <br />PLA N <br />I i EX/ST/NG DRAINAGE D/rCH <br />EX/Sr/NG POWER POLE <br />/V. 00°32%5"E. 527.95' ---- ---- —-------- -- --- — <br />rrz <br />a <br />h <br />N <br />CONSrRUCr STD. r/MBER BARR/CAOE <br />CONSTRUCT TRAFFIC ISLAND <br />SEE CURB DErA/L <br />... .• ... :•t E <br />! :. • s•: <br />\ CONSTRUCT STD. r/MBER B4RR./CA0E <br />5"4„ <br />I <br />SLpPE <br />�a <br />COMPACTED e - • i ; 4 : Pl�MT. <br />STER/L/ZED � . v : •. <br />EARTH FILL <br />d, to <br />CURB DETA /L <br />SCALE: /"= /'O" <br />R/%V (,WES7) <br />' 9' <br />N 0 T E S: <br />1. ALL CONSTRUCTION TO CONFORM TO THE IMPROVEMENT STANDARDS <br />AND SPECIFICATIONS OF SAN JOAQUIN COUNTY. <br />2. CONTRACTOR TO BE IN RECEIPT OF COUNTY APPROVED PLANS <br />PRIOR TO BEGINNING CONSTRUCTION. <br />3. CONTRACTOR TO CONTACT ALL UTILITY COMPANIES REGARDING <br />THE EXISTENCE AND LOCATION OF FACILITIES IN THE <br />CONSTRUCTION AREA. <br />50' (EA sr) R/`Y <br />25' 25' <br />/6' /6' 9 ' <br />a' s' <br />i SHOULDER <br />PLACE 3 'ASPHALT CONC. <br />PLACE 6"AGGREGATE BASE, CLASS 21 R- %B MIN. <br />EXIST/NG GROUMD SURFACE <br />PLACE 9 AGGREGATE SUB8ASE1 CLASS?, R° SOM/N. <br />PLACE pit/ME COAT <br />T YP/ CA L SECT/ON <br />FR ON TA GE � 4 OF r, D <br />SCALE: /"= 6'1-IOR/Z. /"= 3'INERT. <br />F/N/ SH <br />GRA DE <br />., <br />&OWW <br />F'QIN'TF.0 ON UATAPRINT N0. 103 <br />f <br />