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M571 - M589
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Entry Properties
Last modified
12/2/2024 1:02:35 PM
Creation date
11/27/2024 3:49:09 PM
Metadata
Fields
Template:
Large Plans - LP
Project
Improvement Plans for MacArthur Drive
Limits
Tracy Material Recovery and Transfer Station Expansion
Year
2013
Project Engineer
Alex Chetley
Roads Worked
MacArthur Drive
Red Lines
No
Supplemental fields
Classification
Improvement Plans
Cross Ref
M571 - M589
Type
Improvement Plan
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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 />_.. _. O Z... <br />¢ <br />W <br />MATERIAL RECOVERY INC _. <br />� w fl ' o <br />o O o h o <br />(M a N M m <br />(0 � C) >a> <br />r m C0 O <br />0 0 v Q v o O +1 <br />N N N O M � <br />06> +1 <br />1' <br />4 +I <br />(0 <br />+I <br />M <br />v> v� co <br />'i O +I <br />C6 <br />CONSTRUCTION NOTES <br />N <br />+LY + <br />f� Z (T ti O 6 <br />+ �+ <br />W 00 a0 W ao <br />+�� <br />' M O CO <br />(0 + <br />+ +gym <br />a0 W 00 [O <br />V N m C) <br />+ate+J�+��+ �+ <br />O W '.a) -) W O 6 M 'W W a) W r <br />V <br />+ 4 <br />a) Gi <br />x M <br />+ <br />O O o <br />r- <br />+U� <br />a1 0 <br />O O m <br />+ + 00 <br />o ai o W O <br />V V <br />+�00 <br />o W <br />h m N <br />+ <br />O W c- <br />N_ LL «) <br />¢ O ¢ z I <br />OW <br />(co J rn N LOCO) <br />a O L ¢ a <br />N W <br />¢ z <br />N D Ln N Z O <br />Lr)U) <br />¢ ¢ ; ¢ c� <br />N J O N a Cf N Z <br />_ N u7 N J Lt) <br />¢ O c� a ¢ <br />N U V7 <br />o - <br />N u_ (a <br />a z � <br />Zcor <br />N ;_ O <br />c� (0 <br />Cl) U coM <br />o a <br />co J <br />¢ L <br />M <br />¢ n <br />S1 SAWCUT & CONFORM TO EXIST AC <br />F F Oo <br />za F �c� <br />OC? <br />�C7 F wJ <br />a ¢ ¢ a <br />�zJ F W F W CL F ALL F �C2 <br />¢ <br />z(r) <br />F Oct <br />a <br />¢ a <br />a <br />a <br />colm W cn U w <br />Cn ¢ w Cn (D W <br />cn U L <br />(� <br />U O LL cn m LL <br />Cn a LL C/ z a U) m W cn c� Cn cn <br />F <br />- W <br />U) U LL <br />F-W0 <br />f zaf-�(� <br />O <br />R'W <br />S1 <br />27+00 - 27+50 <br />CnmW W W- W CnCnW CnU L <br />S2 DAYLIGHT LINE/GRADING LIMITS <br />S3 ADJUST UTILITY TO GRADE <br />SS .. �..�� .�� s �.. ..,�.,. - ..mow+.. ,.� .r..�.�..... a.�..,.r.+L,.. ...� GRADE SWALE - SEE SWALE DETAIL <br />R/W � S4 SHEET C-4 <br />S <br />P1 P2 U S5 CONFORM TO EXIST GRADE <br />S1 S7 P3 <br />158 P6 F� i57 asf pg �- S6 15:1 ASPHALT CONCRETE TAPER <br />I Ft- 15771t :. <br />S2 L2 W S7 CONSTRUCT AC DRIVEWAY SIMILAR TO COUNTY <br />I 0 S2 S4 = OF SAN JOAQUIN STANDARD DRAWING R-17. <br />-- <br />1M' S3 ... 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 />
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