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I <br />'ON 133H5 <br />83MV80 <br />�Oq <br />P <br />tt <br />cau>fry <br />0.15' AC Overlay <br />over Var depth Leveling Course <br />R/W <br />Sta 66+60 to Stu 91 +60 (Lt) <br />—Sto 76+90 <br />(24' Lt) <br />Exist Grape Vines and Grape Stakes <br />Place 24 LF 12"0 CSP <br />to be removed by others <br />❑ <br />New EP <br />K <br />+ •...........,.._ <br />.. <br />..... .... .s .... ,.._.,, <br />... ._. ... .....:.._ .w .-- <br />� .... ... ... .. ..... .. <br />.. ......, <br />.... �.. ..._�.......-,. _.... ha .,., `--_. — c.�. ... .�..w� <br />._.� .._ ... ..._........... �. ��. ... ................ .... .h _.._... .. <br />.. ... .._ <br />w..m.wW. o+ ax <br />w.w.�mm.. we �. :ermvn.mee.� <br />re or arc .e � <br />u...r��..._,. .k .,,. .......... _....,�,� �� � a--._�,_....�._. u. .._ .. .......... .. <br />........ ... ... <br />... ........_�...�. ..,. .�.. :....,........-x--. ... im., rc.�..,.....,a..� .u. .. �. .... .._..... .... ... ....,.—.._....� �.x ...o <br />..........�m._�_ x_. ... .,... .....� . ... ... ..... .. ... ........... <br />.... .... _.-.... _r..n ,� ... -"".w..- <br />I ..»_..�.....�.� .., <br />I <br />� ..........,..- ,•.. <br />/� <br />Q ? <br />} M <br />w <br />.� .�' .� <br />" w - <br />� 4 <br />.� 4 .� e M 41 +�f <br />� +t 4 .f � � <br />l0 � +i � AZ .7t 4 � <br />AZ 4 <br />4 ' � � .� C. e � ww r <br />.A o .� aI i <br />V. .Y' <br />4 � <br />N /+ <br />w e .' .% I 0 <br />ib <br />C Z <br />W <br />s � <br />(A <br />m I j <br />A R M <br />S T R <br />0 N G <br />R 0 A D� <br />T3 <br />_ _ <br />_ <br />_ _ <br />_ <br />_ _ <br />_ <br />_ _ _ <br />_ _ _ _ <br />_ <br />_ _ _ _ _ <br />_ - <br />_ <br />T _ �m <br />-+ <br />� <br />69 <br />1 <br />Exist <br />EP <br />Saw -cut <br />73 74 <br />75 <br />76 <br />77 <br />Z ❑ <br />a7 <br />LimitsM&L <br />z� <br />o <br />00 1 <br />�+ 1 <br />f� <br />14 <br />I V <br />fn <br />I <br />II <br />— — w r <br />+ <br />aNew <br />EP <br />Stu <br />72+68 (Rt) I <br />Sta 76+90 <br />(Lt} a <br />Relocate <br />Mailbox <br />Sta 72+88 (Rt) <br />R & D 23 <br />12"0 Conc <br />LF <br />Pipe <br />r <br />"L Const <br />Dwy (Type E) <br />� Na. 38465 � <br />yk Ev.3•-31-11 �r <br />C1 V11- <br />OF CW- <br />Peter D. Martin <br />Registered Civil Engineer <br />25 <br />--- --- .. <br />Const <br />25 <br />K <br />p <br />Exist <br />Road <br />EP (Lt & Rt} <br />(Lt)Flow <br />Line—Exist <br />12-0 CSP (Lt) <br />I (A 0 <br />TI <br />-- <br />-- - <br />-- <br />-- - <br />� W 1 <br />FL 20.64' <br />FL 20.65' <br />Ln <br />• <br />L (24' Lt)�_Fl_ <br />(24' Lt) <br />FL (24' Lt) <br />FL (24' Lt) <br />FL J24' t <br />I +OD <br />on <br />+ <br />20.05 <br />20.15 <br />20,2Q <br />20,25 <br />20.0 <br />2035 <br />D�C <br />Flow Line (Lt) <br />N� <br />N <br />rt� <br />< <br />--15— <br />(Vote: Existing Pipes <br />to be demolished <br />not shown for <br />clarity <br />Sta <br />69 <br />70 <br />71 <br />72 <br />73 74 <br />75 <br />76 <br />77 <br />Sta <br />DRAWN BY <br />DATE <br />PROJECT <br />ENGINEER <br />DATE <br />CHECKED <br />DATE <br />APPROVAL RECOMMENDED <br />DATE <br />n <br />OF <br />SAN <br />JOAUlN <br />SCALE <br />: 1y� = �o' (HarizontaE} <br />1 = 2 Vertical(Davis <br />PLAN <br />AND PROFILE <br />ARMSTRONG READ <br />Road to Lower <br />IMPROVEMENTS <br />Sacra mento Road5 <br />SHEET <br />No, <br />TOTAL <br />SHEETS <br />�--�COUNTY <br />12 <br />FILE NAIVE <br />DRAWER j <br />SHEET NO, <br />F <br />ACAD <br />REVISIONS <br />DATE <br />