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To > So Re 6 E. <br /> Sec. 25 Z <br /> 0.25' A.C. Overlay 100' A.C. Trans. 0.17' A.C. Overlay��► <br /> 171 171 <br /> .� <br /> Const. & R/W <br /> J J N2'16'15"W d d o d <br /> o b <br /> I� 00 00LO <br /> O+ N 07 <br /> p ; <br /> > T >, <br /> UJ <br /> >+ 3 3 3 p p ^ <br /> w w w <br /> p3 p p3 p p3 p J0 <br /> I0 vJ I 4) R/W 0 OI d O <br /> R/W O ^ 00 00 + +0) n P, + (0 + o + Lv <br /> o <br /> + + F- + f- + + m 00 o} <br /> —X—X— —x—x— o © O O � O <br /> i0 i0 0 00 O <br /> 175 u, 00 176 177 1 179 180 181 182 1 3 a <br /> N N N <br /> T ` T <br /> x x x—x—x x x--x—x—x—x—x—x—x— JO® —X—X— —X— —X—x+X—x x—x—x—x—x—Q—X�—x—x—x—>*x—x O <br /> x—x—x ,�—x— <br /> v a� o aI <br /> R/W/ 0 0 0 0 R W <br /> o c0 w ~ E a� aEi a0i / 0 <br /> '0 o o O <br /> C >1 >. �' H C R' H <br /> ^ N 3 3 N 6 w cD M 9 aM0 <br /> p p M ^ 0 9 N <br /> CE 3 I p I N + 00 af + + Ci <br /> + CD T. > So Re 7 E. <br /> + m C <br /> + Sec. 30 <br /> 0.17' A.C. Overlay r� <br /> L � a <br /> w O w <br /> 32' 42' To > So Re 6 E. <br /> Sec. 24 i <br /> (L Const. & R/W N I /J <br /> � <br /> N2'16'15"W I col /Q Exist. Conc. Wall <br /> 7, 77777, <br /> Q /4L0 to remain in place <br /> 8+85-Confor 47 t Place 92 L.F. Extruded Curb (Type C) <br /> OL ~ Exist. Mow Strip <br /> .10 Typical ® Four Quadrant to remain in place <br /> ,� N © S/W 78 L.F., N/E 76 L.F. & R/W o+ <br /> Const. � ^ 1 ^ <br /> ■ and S/E 96 L.F. See sheet 2 for m i <br /> y+ J.a 4 <br /> M 00 detail (Typ.). N2'48'07"W o <br /> O M E .J.. / W N N N <br /> C_ >1 / ^ T T T ^ y T <br /> J p p O W + J p p p p p p 3 O L� <br /> Z I 4) U L I W I 4) I I v R/W <br /> 0 p � N y M E.P. P4 to � C -* c � 9 / <br /> + ~ + �� <br /> } + r- + � + F- + w + � <br /> X—X X—X—X—XXT — —X —X c <br /> M <br /> O M N (O <br /> N N <br /> N 184 185 186 2' N 187 188 189 190 N 191 N 1 00 <br /> 193 N 194 (0 19510 <br /> cv v <br /> cv <br /> x—x—X—X—X x—XX—X—X—X X x—X —X— X� x X—X—X x x X X—X—X—X X XIX x—X X—X—X—X x— X —x—x—X—X— <br /> X / ^ � x �JJ <br /> O i ^ 171 O ^ <br /> + 4X4 Foot Grate—//- <br /> rate _ E.P. ^ C <br /> + 0 .. R/W <br /> 00 c' O ^ 00 <br /> 'E (o ..i i N 3 N <br /> T 2' T O >. T <br /> - . I N 6' X 9' Irrigation-/ (D 3 N C 3: 3 <br /> (n O p >• Structure p p + w L- in <br /> p N m O IO p >1 M a r-I Q> - <br /> M + � + + I <br /> + H <br /> Sta. 185+23.28 Sec. Car.25 24 .10 ■ (ro + ui 0 <br /> 3019 46't 11+10-Conform + + � <br /> 1 0'31'52" Lt. <br /> Adjust Survey Monument <br /> Frame & Cover to gradeI L I To 1 S• Re 7 E. <br /> ESSI <br /> M. <br /> 42' 0 146' Sec• 19 W y y <br /> U No. 21258 <br /> Sta. 185+35.29 CL Airport Way = I Q I Exp. 9-30-01 <br /> Sta. 10+00 Ct Lathrop Road O /fes sl Q <br /> -CIVI <br /> � ���i�� + 9Te0F CAL <br /> �E <br /> LiI O I a , <br /> � w J w <br /> DRAWN BY DATE PROJECT ENGINEER DATE CHECKED DATE SUBMITTED DATE APPROVAL RECOMMENDED DATE AIRPORT WAY IMPROVEMENTS SNO.T SHEETS <br /> Patx Ur Z 7/97 COUNTY OF SAN JOAQUIN SCALE: 1 " = 40' PLAN <br /> �mmsa6 7197 %' /�� ,.yam 40`0 4!4, ;/.Wit �� D ,8 r� (Louise Avenue to Roth Road) 4 14 <br /> ILE NAM DRAWER SHEET NQ. U ACAD REVISIONS DATE <br /> e:\som\oirport2\plan2 <br />