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166 <br />162 <br />W001 <br />STA 27+73.48 <br />CONFORM TO UIST AC <br />� <br />BEGIN RECON57RUC110N <br />EL EV = 159.211 <br />166 <br />164 <br />162 <br />158 �....,...__ N�g�t �� MI _ �,� !� 1 158 <br />154 <br />152 <br />150 <br />MR <br />146 <br />PROFILE <br />HORIZONTAL: 1" = 20' <br />VERTICAL: 1" = 2' <br />156 <br />154 <br />152 <br />150 <br />Im <br />146 <br />27+00 28+00 <br />L L <br />29+00 <br />30+00 <br />31+00 <br />32+00 <br />NOTE: <br />THE LOCATIONS OF EXISTING UTILITIES SHOWN ON <br />THESE PLANS ARE APPROXIMATE. THE CONTRACTOR <br />SHALL FIELD VERIFY EXISTING CONDITIONS AND <br />LOCATIONS PRIOR TO BEGINNING CONSTRUCTION <br />_. <br />EXIST DW <br />...........:.. <br />.•,. .. <br />..�._ _ _ .... <br />z <br />o_ <br />.... . <br />J <br />J J <br />j J <br />J J <br />_j J W _j J U J J J <br />J <br />J <br />J <br />J J <br />J <br />J J <br />APN 253-130 26 <br />C) o <br />c'o <br />0 0 <br />o Q o X w A l <br />� <br />�: <br />cOi <br />� � <br />r� <br />o� <br />.....me.µ... .......... <br />rt ........, <br />APN 253-130-19 <br />LANDS OF (n 0 <br />TRACY MATERIAL RECOVERY INC. z <br />N (0 <br />Y <br />c <br />m C. <br />�. Y `� W <br />0 v O W c i o a) � <br />N '- m� � � Y `� O <br />o <br />Cl) <br />' <br />c <br />' w <br />(� (o <br />� Y <br />N O <br />0 ------ <br />YTRACY <br />LANDS OF <br />CO p c0 <br />. V <br />V V¢ <br />O Z O W <br />V <br />N <br />I� <br />(a ¢ V J <br />M W <br />W <br />c� z ch J .. M c0 ¢ O <br />a) Z N Q J N N -W _... N Z <br />V <br />CO W <br />,.,,� <br />O> <br />�- a <br />N W N W <br />.1.W <br />_.. _. 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CONFORM TO EXIST WIDTH. <br />. S5 S6 \ 15fl 157 5 / , i \ 15& 15fl v WP1 PRESERVE FENCE/GATE <br />-.-.. _5 --_ - - <br />- <br />I - -� <br />GRADE BREAK ` LLI P2 PRESERVE SIGN <br />.--- , EDGE OP PAVEMENT Cn <br />L1 15g 's p5 P4 L P3 PRESERVE STORM DRAIN <br />N � c° P4 PRESERVE POWER POLE <br />cli <br />.5 `- O <br />_ 28+ <br />+ CENTERLINE 00 _ _ 28+50 29+00 29+50 30+00 CONSTRUCTION 30+50 NO' ADS tTO 159 31+50r 32 <br />-I --- - 527995' + PS PRESERVE UTILITY BOX <br />-� <br />C M P6 PRESERVE TREES <br />3 159cliMacARTHUR DRIVE r `° Q <br />EDGE OF PAVEMENT LEGEND <br />;GRADE BREAK... -,- <br />ROADWAY RECONSTRUCTION -SEE <br />SHEET C-3 FOR TYPICAL SECTIONS AND <br />RM/ z FURTHER DETAILS <br />S6 S2 S5 S4 S2 _ <br />J <br />ROADWAY SHOULDER - SEE SHEET C-3 <br />U FOR TYPICA <br />L SECTIONS AND FURTHER <br />DETAILS <br />QCC <br />C <br />20 0 20 <br />w SCALE : 1" = 20' <br />o Cl) 0 o i0 ¢ L0 0 APN 253-200-06 <br />co O u') n N �y N Jr) <br />_O <br />C6 <br />� Z_ <br />C'j O +I <br />1` 0 N <br />co <br />I- W O <br />N J u7 <br />dco < LU <br />F- <br />rn f N (0 00 Cn <br />Do 0 <br />LANDS OF <br />WO F - `1 - Y <br />- - <br />PETER SHEA <br />N Z O Z O W O W <br />ti <br />Cq O O <br />(O� <br />a- +mM <br />(a M (O J 00 (0++ <br />as O <br />OD W O W CO N W CD W W �; <br />N Q CV J O N Lf) N D <br />M am 0) M <br />N u7 N O N <br />a0 <br />LO <br />¢ ¢�� ¢a� aa� <br />U) <br />a a`�:1 a <br />WU)LJL U)<LU co0LLLL coCDIJi <br />W LUL WCm7LJL W0LUL <br />PLAN <br />SCALE: 1 " = 20' <br />CURVE AND LINE TABLE <br />Number <br />Length <br />Radius <br />Delta <br />Line/Chord Direction <br />C1 <br />32.58 <br />25.00 <br />74.6761 <br />N37" 20' 16.89"W <br />C2 <br />33.06 <br />25.00 <br />75,7744 <br />N37" 53' 13.90"E <br />L1 <br />56.69 <br />N3° 48' 50.67"W <br />L2 <br />31,64 <br />NO" 50' 21.45"W <br />L3 <br />56.58 <br />S1f 38' 31.13"W <br />ENGINEERING <br />US sonom Aveaue <br />suite C <br />s nc. Ro.. Co %4" <br />TeL. (707) 544-0784 <br />F= (707) 544-0%6 <br />Q Copyright 2012 <br />�D QROFESS/o1V <br />Spey <br />No. 30888 <br />EXP. 3-31-14 <br />01 V <br />lE OF C A�_ <br />O <br />O <br />+ <br />N <br />C') <br />Q <br />U) <br />O <br />O <br />O <br />N <br />Q <br />v / <br />Z <br />W <br />W <br />> <br />W� <br />� 1 <br />1.�- <br />0 <br />LL <br />O <br />Q <br />ry <br />5M <br />"� <br />Z <br />0) <br />Q <br />2 <br />� <br />U <br />Z <br />�N- <br />Q <br />J <br />cy) <br />(� <br />G <br />O <br />cy) <br />I1/ <br />F- <br />Submittal / Revision: <br />A\ <br />0 <br />3 <br />ZL <br />ZL <br />Job No: 06-1262 <br />Drawn By: SIGH <br />Checked By: DS <br />Date: 2012-09-04 <br />Sheet Number <br />C-8 <br />B of 19 <br />.l 6 012 - MacArthur Drive Improvements\CiviI1C7 - C12, C15 - C16, C19.dwg, <br />2,50:53 PM <br />