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CURVE 1 <br />A = 90000' 00" <br />L = 31.42 <br />G1-107-0 : <br />VA. 45 -IV 00" W. 28.28 <br />GURV F- <br />50.00 50.00 <br />1_ c 32. IS <br />K - 71"14'54"E. 31.62 <br />0 <br />GLIRVE a 3 <br />cu VV E.'``5 <br />- <br />3 <br />CURVE t 7 — <br />R= 50,00 <br />R = 50.00 <br />m <br />-=--G4.00 <br />- <br />A c ISGO 04:`36" <br />A = 36` S-A rz <br />&c <br />3fo' S2' 1 Z" <br />L_= 136.20 <br />1- = 32,18 - <br />L = <br />41.18 <br />r-1401dD: <br />CHOIZD : <br />z <br />24.30 <br />FIM\S►-tED ca1ZgDE ELEVATION <br />N. 49' 08' 54"W, 91. 83 <br />S. -1 1' S2' 94" I&-. <br />31. 62 <br />-_ <br />CUZVE ``4 <br />CURVE. '*6 <br />CURVE'S 8 <br />R c 50. 00 <br />ZO.00 <br />= <br />36.00 <br />A-= 9'1- 39'48" <br />A = 90'00' oo" <br />- <br />O-= <br />�s3'44' 24 « - <br />L = 85, 2 3'6%.4Z <br />L = 31.4 2 <br />L = <br />I S °1._4.3 <br />7-8 : <br />-- --_�_ 5:x.4#-41'.004k57.::Z8_.-28 <br />P A R C E L <br />2 <br />L E G E N D <br />cucevE � z <br />P A R C E L 3 <br />a <br />SU • 961 <br />V <br />v ��`�C• Ty0'lia Via, <br />HEW RAADWAY-5EEs STR'L. SEGrl4>NJ iHT. I <br />3 <br />1. <br />0 <br />m <br />+2� <br />EYkST11.1G 'SPOT Et-EVAT10kAS <br />O <br />01 <br />z <br />24.30 <br />FIM\S►-tED ca1ZgDE ELEVATION <br />---- <br />PROPERTY LINE - <br />cucevE � z <br />P A R C E L 3 <br />a <br />SU • 961 <br />V <br />v ��`�C• Ty0'lia Via, <br />R 1 0 <br />n CIVIL <br />1. <br />^rrrFrF <br />COUNTY OF SAN JOAQUIN <br />DEPARTMENT OF PUBLIC WORKS »D <br />APPROVED: DATE: 3-%- <br />.C. E. NO. y33� <br />DIRECTOR 0 PUBLIC WORKS <br />Approved Revision <br />Dote: <br />R E V I S I O N S ROADWAY PLAN PROFILE <br />DESCRIPTION DATE <br />PI NE HAVEN DRIVE <br />PORTION OF RANCHO EL PESCADERO <br />_-_ DENZLE C. THOMPSON <br />CIVIL ENGINEER <br />1030 "B" STREET TRACY, CALIFORNIA 95376 PHONE 835-5059 <br />JOB NUMBER <br />73 -5 <br />DRAWN BY <br />L. SMITH 8 D.SCHA <br />CHECKED BY <br />D. C. THOMPSON <br />DATE <br />APRIL, 1975 <br />SHEET NO. <br />1 <br />Of 2 SHEETS <br />26 <br />25 <br />24 <br />23 <br />22 <br />A <br />