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GRAVEL <br />Q EXISTING <br />PROPOSED 3" AC <br />�" <br />I ` <br />'t1 BUILDING <br />�`. <br />PROPOSED' <br />R/W <br />PROPOSED 45' R/W <br />_ <br />EX.TRACK <br />- 20' <br />16 5' <br />10't 3.7 -1.6 4 <br />GUY WIRE <br />FENCE LINE <br />VARIES <br />50 100 200 <br />8% <br />o NOTE: <br />POWER <br />POWER LINE <br />0,0 0 0 0 o L9 <br />SCALE IN FEET <br />EXISTING <br />THE ROAD EXTENSION SHOWN ABOVE SHALL BE <br />1' '- <br />STRUCTURAL <br />SAW CUT EX. CONSTRUCTED TO COMPLY WITH <br />THE S.J.C. <br />SECTION) <br />AC AT EDGE MATCH EXISTING STANDARDS FOR RURAL ROAD (TYP). REFER TO <br />OF STRIPE SLOPE (3% MAX) SHEET 6 FOR ROAD WIDENING <br />DETAILS. <br />44 <br />44 <br />r(,RIND EX. AC 2" <br />GRIND EX. AC 2" AND <br />AND REPAVE <br />REPAVE WITH WIDENING <br />TYP. <br />WITH WIDENING <br />42.6 EXISTING GROUND <br />MATCH <br />5' DEDICATION <br />y <br />XISTING TYP. ATCH <br />GROUND <br />5' DEDICATION <br />�' <br />42.4 42. <br />XISTING <br />- - - <br />'i <br />_�--- <br />2�ISTING <br />42 <br />42.2 <br />�` <br />o° <br />0000 <br />41. <br />42 <br />42.0 <br />_+_ 42.2 42.1 2q 42.0 <br />r� <br />00000000000000 <br />2'MIN_ 00°0°0°0°0°0°0 <br />100000000000000c1 <br />41. <br />/ <br />l°000 <br />41.7 <br />41.6 <br />-fJ <br />41.8 <br />4 3 <br />' <br />00000000000044G <br />o°o°o°o°o°o°Q <br />41.4 <br />)00000000000000 <br />0 0 0 0 0 0 <br />- <br />�� <br />2 MIN. °0°0°0°0°0°0 <br />0o°o°a°o°o°o <br />--- <br />0 <br />_.Q,OO�O°Oa0°O <br />fJ • <br />°a°a°0000000 <br />N <br />I <br />( <br />°0°0°0°0°0°0 o 0 000000 <br />I <br />40 <br />40 <br />2.8' 2' <br />3.7 2' <br />W <br />EXISTING 40' R/W W W <br />39.7 <br />EXISTING 40' R/Wa <br />a <br />9.3 <br />Z <br />F- <br />Z w <br />U) <br />\ \ <br />F <br />Ln 3:X <br />� <br />\ X o- <br />cr- <br />\ <br />Z <br />\ <br />Z W <br />F= U)U <br />0 <br />af V) <br />O <br />X\ <br />W Cr <br />W <br />W Q <br />(ifV) <br />C7 D <br />Z <br />Z <br />w <br />A A <br />w <br />r <br />SECTION B <br />X o <br />�' <br />:S�TION <br />1"=4' <br />a <br />w <br />SCALE: HORIZONTAL 1' ==4' <br />W Of <br />cL <br />38 <br />w <br />Sc;ALE: HORIZONTAL <br />\'ERTIC��L 1 "=1' <br />38 <br />SCALE IN FEET <br />VERTICAL 1' ==1' <br />44 <br />44 <br />EXISTING 40' R/W <br /><I� <br />5' DEDICATION <br />GRIND EX. AC 2" <br />AND <br />REPAVE WITH WIDENING TYP. <br />Of <br />EXISTING MA CH <br />42.8 GROUND XISTING <br />EXISTING <br />GROUND <br />MATCH <br />EXISTING5' <br />DEDICATION <br />42 7 <br />�--- <br />----- _ 42.6 2-% 42.5 <br />V) <br />O <br />42.4 <br />42.5 <br />a <br />42 r� <br />41.9 <br />_-_ _ _ i <br />2.2 2y; 42-1 <br />° <br />41.8 <br />42 <br />42.0 <br />42.2 <br />0 <br />o0000 <br />2'MIN. 0°0°0°0°0°0 <br />42.2 O <br />a <br />-- <br />41.7 <br />o°0 <br />000000 °00 <br />41.3 <br />00000000°o°d <br />GRIND EX. AC 2" °0°0°0°0°0° <br />AND REPAVE 00000000000 <br />41.4 <br />2'MIN. °0°0°0°0°0 <br />°0°0°0°0°0 <br />WITH WIDENING <br />0°0°0°0°0° <br />0 0 0 0 <br />TYP. <br />!- <br />\ <br />00 <br />00 �QOo°o0 <br />N N <br />39. <br />40 <br />40.3 <br />40 <br />DI ON & MURPHY <br />3 •1 <br />39.7 <br />CONSUL TING CIVIL ENGINEERS <br />2.4' 2' <br />w <br />2.4 2' <br />ENGINEERING e PLANNING SURVEYING <br />EXISTING 5 ' R/W <br />! . <br />847 N. CLUFF AVENUE, SUITE A2, LODI, CALIFORNIA 95240 (209) 334-6613 <br />W <br />W ° <br />Z W <br />c� <br />V' <br />a <br />W <br />3 <br />TOWNLEY FAMILY RANCH <br />W <br />U <br />O <br />Z W <br />C7 <br />T <br />w <br />L_ <br />U DEVELOPMENT PLANS <br />U Z <br />F- <br />�� <br />Z <br />X <br />(n <br />o <br />X\ O <br />W� �af <br />38 <br />Z <br />X <br />U <br />H <br />~ O <br />X o <br />z <br />38 <br />W <br />W <br />W CROSS SEC71ONS <br />X <br />W <br />a <br />W <br />SECTION D -D <br />SCALE: HORIZONTAL 1"=4' <br />SAN JOAQUIN COUNTY, CALIFORNIA <br />• <br />�+ <br />SECTION C-li <br />VERTICAL 1"=1' <br />FEBRUARY, 2019 <br />• <br />1 r; <br />SCALE: HORIZONTAL 1 "=4' <br />q <br />REV. N0. DESCRIPTION DATE SCALE: NOTED SHEET <br />BENCH MARKR-183 EL39205 <br />: .:. <br />® <br />VERTICAL 1"=1, <br />;LE <br />1'� FEET <br />AWN Y: C DESCRIPTION: BRASS CAP 5 <br />::;;ALE <br />I\ FEET <br />DESIGNED BY: CCYL @ ALHAMBRA 18 N. OF 6 SHEET <br />Know what's below. <br />CHECKED BY: JM 64 W. OF C/LS. <br />JOB O. <br />Call before -you -dig. <br />1595 <br />AS BUILT BY: <br />41 <br />13 <br />0 <br />