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a <br />4 / <br />i <br />k <br />k. <br />C <br />;A <br />Y <br />lil <br />O�ry <br />0 <br />m <br />W <br />O <br />r7w <br />m <br />Com <br />LO <br />o0 <br />LLI <br />m <br />+ <br />p <br />9 <br />- <br />p <br />01.1 <br />Ldto <br />97.22P <br />M <br />96.63P <br />00 <br />M <br />0 <br />966P <br />w <br />+ <br />M.1 <br />p <br />PROPOSED WEST EDGE OF PAVEMENT <br />97 <br />97 <br />N <br />95.15P <br />EXISTING PAVEMENT PROFILE <br />94.62P <br />94.25P <br />94.2P± <br />96.00 <br />94 <br />94OF <br />PROPOSED <br />DITCH <br />93.70 <br />EXISTING DITCH <br />(WEST) <br />PROPOSED DITCH (WEST) <br />91 <br />v.O± <br />5 X38 <br />C.S. <br />91 <br />IPE ARCH 90.801 -D <br />�E <br />90.70 <br />& W) <br />If OF EXISTING DITCH <br />88 <br />If OF PROPOSED DITCH <br />88 <br />SCALE: <br />1 =30' HORIZONTAL <br />1"=3' VERTICAL <br />36+00 <br />37+00 <br />38+00 <br />39+00 <br />40+00 <br />41+00 <br />42+00 <br />43+00 <br />44+00 <br />90.50 <br />DEEPEN EXISTING DITCH <br />96x1G <br />95x3G <br />95xOG <br />94x2G <br />X m <br />00 <br />X <br />o <br />r� <br />� <br />'r -7 <br />rn rn <br />rn rn <br />PROPOSED DITCH E <br />EXISTING DITCH If <br />SCALE. 1"-30' <br />FINE <br />ROAD <br />7.5y <br />PROPOSED DITCH7.5' <br />-' <br />EXISTING DITCH <br />92-218 <br />CONTRACTOR SHALL COORDINATE WITH P.G.&E. <br />FOR RELOCATION OF EXISTING POWER POLES AND <br />PARCEL 2 <br />OVERHEAD ELECTRICAL LINES. <br />PARCEL3 <br />PARCEL 1 <br />PARCEL 4 <br />15' DRAINAGE <br />RELOCATE <br />EXISTING <br />EASEMENT <br />CONTRACTOR SHALL COORDINATE WITH <br />P.G.&E. <br />CULVERT <br />MARKER <br />FILL IN EXISTING DITCH AND REGRADE <br />FOR RELOCATION OF EXISTING POWER <br />POLES <br />AND <br />AREA TO CONFORM TO FINE ROAD CROSS SECTION, <br />x <br />OVERHEAD ELECTRICAL LINES. <br />SEE SHEET 1. <br />CONNECT PROPOSED 57"X38" <br />94x2G <br />C.S. PIPE ARCH TO EXISTING <br />TEMPORARY BENCHMARK: <br />96x3G <br />95x1G <br />94x8G <br />" <br />INSTALL 18'± - 57'X38 X 12 GAUGE <br />WITH CMP COUPLER AT <br />NAIL AT CENTERLINE OF FINE ROAD <br />C.S. PIPE ARCH. OR PROPOSED PIPE <br />STA. 41+95± <br />OPPOSITE NORTHEAST CORNER OF <br />LINECUT &MATCH ELEVATIONS <br />- EDGELINE STRIPE AT THE SAME <br />SIZE TO MATCH EXISTING. <br />N �? <br />( <br />�� <br />N <br />M.S. 92-218. ELEV. -94.47 <br />OF PROPOSED PAVEMENT WITH <br />LOCATION AFTER WIDENING <br />±90.80 -D <br />15 DRAINAGE x <br />N <br />x 'x <br />x x <br />97x3G <br />EXISTING ALONG THESE LINES 95x6G <br />95x1G <br />94x7G 92,20 <br />EASEMENT rn <br />rn cli <br />rn rn <br />94xOG <br />94.50 <br />94 <br />2G <br />DEMOLISH AND REMOVE EXISTING <br />94.62P <br />9 xOG 4x2G <br />LRAN <br />96.63P <br />96.16P <br />FENCE ALONG PARCELS 1,2,3,&4 <br />90 <br />4x1 G 94x1G <br />78E -D �.. .4 <br />94.25P <br />95.15P <br />x8� <br />94x5G <br />95xOT <br />94x8T x T <br />0 <br />93xOG o <br />Q <br />97x2G <br />x4� <br />— — — _ <br />_ <br />4x <br />92x8G <br />92x7G 0 <br />O <br />96x6G <br />�HT—•• <br />#� , •1. <br />X <br />10A.:1 TRANSITION o+Of <br />1 <br />-- `O <br />97x3P <br />97 <br />3� <br />3 <br />96x08P 3F 95x81 P <br />6 <br />4D <br />95x22P <br />+a <br />94x24P �21P <br />44 <br />97x4TP <br />_ <br />97x25P <br />—96x <br />_ <br />-74P 96x73P 96x66P <br />P <br />_ <br />96 <br />46P <br />_ _ <br />_ <br />_ <br />_S x5,i� <br />~ 502 <br />_ _ 11 <br />95x14P 95xO3P <br />— <br />9 x99P 4x <br />_ _ <br />—EP <br />47� <br />_ _ <br />94x42P 94x391 <br />97x28P — <br />-- <br />- 6 <br />69 96x50P <br />__ <br />9 7� <br />m — <br />_ <br />= P— <br />9 <br />73P <br />- <br />- —"— <br />- - <br />9 x _ <br />9 <br />x 95x2 - <br />x4 <br />9 x5� , <br />_ <br />3x5 <br />3 <br />1 _ <br />-- 9��gP <br />If <br />97x2T <br />96<9T <br />96x4T <br />95x8T <br />x <br />9 x <br />92 9 -- <br />95x7T <br />4 <br />93.x- <br />fn <br />97x2G <br />z <br />9 <br />x4G 96x5 <br />95x9G <br />x5Q- <br />94x9Gx <br />94 <br />6G o <br />95.4G <br />co <br />J <br />o <br />N <br />_ <br />Z 00_ _ <br />_ _ <br />_ _ _ _ <br />_ <br />_ <br />���/ <br />_ _ _ <br />4 zU- Up <br />_ _ <br />ZIr <br />—94>2G <br />o Z <br />CL <br />Z <br />�N <br />y <br />y <br />( <br />! �i. C�c�. <br />0 <br />Y O ..HQ <br />Z <br />§y O <br />=NN <br />H�cVZW <br />rnw <br />W FpZ <br />Uj <br />Z <br />z C-4�G <br />Co <br />m <br />Com <br />p <br />LINECUT &MATCH ELEVATIONS <br />o <br />z F �a <br />¢ x <br />z <br />U) Wap LINECUT &MATCH ELEVATIONS <br />W <br />v0i <br />D' <br />PROPOSED <br />0 <br />D� xa x <br />0 v x <br />� <br />W N¢ <br />¢ w z 3 <br />a <br />ZW <br />~g <br />M <br />w <br />O W <br />OF PAVEMENT WITH <br />M <br />o -J-F- <br />to <br />O CD H <br />>Z�0 <br />OF PROPOSED PAVEMENT WITH <br />O >�>- <br />0— <br />W p <br />zl, <br />p <br />o p <br />* No. 17351 * <br />EXISTING ALONG THIS LINE <br />o <br />W <br />p x' z 0 <br />r_o <br />o -j z z � o Z <br />0 <br />": <br />a o U- 0 <br />x d: a Fz a EXISTING ALONG THESE LINES <br />O <br />m3 <br />w <br />WO <br />+ <br />00 <br />+ <br />O) <br />UP.�7 <br />S <br />+ <br />+ <br />vi <br />+Sod U <br />0 az <br />�., F..�W +p O <br />+ <br />I_JZz <br />NOJ— <br />o o_N3 <br />00 Zp <br />U <br />> <br />a � <br />rn> <br />Z <br />Ih <br />CJ <br />M C7 <br />CIV\ \P <br />9�OF <br />V, O W W <br />� cn m� <br />N (n a n. I°1 Z W <br />a? 3� d w <br />M <br />z z a<- <br />5 uj EL <br />+ p Q a <br />z 0 <br />o <br />CAIIF� <br />m F J Z 3 <br />n <br />C; <br />z2 <br />a-1 <br />w Z <br />+ <br />R E V I S 1 0 N S <br />SCALE: AS SHOWN <br />SHEET <br />co <br />M <br />m a <br />M <br />Z <br />w <br />0 <br />N0. <br />DESCRIPTION DATE <br />BY <br />SIEGFRIED ENGINEERING, <br />Inc. <br />'E:l <br />DATE: APRIL, 1993 <br />FINE <br />ROAD WIDENING <br />2 <br />N <br />SE* <br />JOB NO. 5754A <br />Civil Engineering • Land Surveying ■ Structural Engineering • Planning <br />DRAWN KLH/RAC <br />FINE ROADcompu <br />OF <br />THREE <br />D. <br />4045 Coronado Ave. • Stockton, C"5204-2396 <br />• 209 943-2021 a FAX 209 942-0214 <br />DESIGN JAB <br />STA. 36+10.94 TO STA. 43+80.47 <br />5754AIP2 <br />Job No. 5754A Submitted By <br />R.C.E. No. 17.351 <br />Exp. 6/30/96 <br />CHECKED RGC <br />A <br />G-4713 <br />