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REMOVE PC.C. STRUCTURES
<br />APPROXIMATE OUANT/T/ES
<br />Sfo/io 9 Oesrriofiorw /00.. C'Y
<br />//39,174 9.r 01/ver/ d, /wlw/s
<br />//44.030 lewd palls
<br />Bo,Y C,V/vel //d"W/S
<br />Oalside edge o/'shoo/aer- //94199 f/eoo'wo//s
<br />A /,?/7, 98 ,leoo�vo//s .f =0�• /
<br />8o/f /,?,?6�,5�" //eaeWa//s
<br />yYasher d /,?5818.9 Yo%Bo,e 9_5 /
<br />Ri'oridz /oc•F wosher ----. _ 9%�" ,� ,, � �� /,?60�48 Yo/vz Bon 3�;Q,� /
<br />51
<br />_ 3 -�, _ h . a ' v ; �1 /,?65�,?8 1%/ve8or
<br />,? D /D 8o/fs = Ya/ve Bon 35is'f /
<br />Shinn Rosfs os re��i;-ed 1912A "AR5 yo/ve Bor
<br />/3,23004 xleir
<br />/3.?311a5 yo/ye Bor
<br />RAILING DETAIL /3,?318.5 1 V191-me8041, 330 /
<br />/3.?4v66 Yo/ve 80r 330 /
<br />No Scale /3.26f.?7 Yo/ye Bor 330 /
<br />/3,?7f07 Yalw 80'r --130 /
<br />To%/ 93 C. y
<br />CLEARING & GRUBBING
<br />FINISHING
<br />ROADWAY
<br />Sfa. /o
<br />Sfo.
<br />Sfa. //9,?�.St9 fo
<br />Sfcr. /334�/D
<br />ROAD INTERSECTIONS
<br />Sfofio�7
<br />woad
<br />Tor�.s,4.S. r�s,4.8 7or�s AG'
<br />7, 93
<br />Frerxrh Caw ,W.
<br />6',1 / 343
<br />/,?8/,'08
<br />lovise ,4Ye
<br />999 379 XO
<br />3101% />20411e C6
<br />(5: 717 Al
<br />. Tofa/
<br />21a5llS
<br />BENCH MARKS
<br />(F B. 560 & 579 )
<br />ap
<br />Sfa&w
<br />i9escr%,o1io/7
<br />,loc.
<br />Elev
<br />�8
<br />//3/,109
<br />27 %Y. Z_ Cow �i�,� Qose
<br />49. 93
<br />.3/
<br />//✓`9�08
<br />p WfCor.-pUr;�o Bose
<br />.55 RI
<br />49. 64
<br />34
<br />//8/043
<br />W Slo' - Corr Oriw
<br />/?f
<br />48.94
<br />37
<br />/�Q3f5,5
<br />�'!�YSiaL�-Coot. 1�Yo%�
<br />ZI
<br />3-9
<br />/,?/5Y.93
<br />iYll!Cor. -RUrr�p Bose
<br />/G4,�f
<br />49.34
<br />�il!WCal- -Top Sfe,o
<br />6.S21
<br />•AiUZ Cor. -Romp &Fo
<br />.900
<br />.S/.S6
<br />;6"W ela'- Corry `lir-
<br />.51A
<br />_-�"0. 93
<br />1239A48
<br />b'%Y. eId. ' a17C. &eir
<br />.s6.;/
<br />J/.,?9
<br />3
<br />1245,,/6
<br />';;" e4d- Cor.mc. `l/eir
<br />6'"1
<br />9
<br />/,?90496
<br />''�7"Cooc. lyeir
<br />Q., Cork. 17/eir
<br />43iPf
<br />58. 415
<br />/9
<br />A707, 79
<br />14rioW or7 SYMV,01 �W
<br />_- /70
<br />6/.66
<br />PLACE A.C. DIKES (0.5')
<br />(as directed by Engineer)
<br />S1011017 fo 5/040r7 ZOCOfio17 ,C• F•
<br />Tofo/ 549 z
<br />N07-6: ,41 drivemo�rs d'' /ie%l e17frol7cas diAe Mi//
<br />6e I'lWler? fo a O, 09 ' /io,
<br />,r
<br />COMPACTING ORIGINIAL GROUND-
<br />S/0 /,?,83"00 fo J-11
<br />BRIDGE REMOVAL
<br />APPROX/MATE 0UANT/TIES
<br />Sfofion ¢ Descripfion /oc. C 1K
<br />//64�V0 ,?/ %�38 "Coix 8rio9e it 'Or 87
<br />751a/ 87 C.' K
<br />METAL CLEARANCE MARKERS
<br />(as directed by Engineer)
<br />S�ar`ior� .Cocafior� rpe
<br />/
<br />Tofa/ ,? �Liar�ers
<br />PLACE A.C. SPILLWAYS
<br />(as directed by Engineer)
<br />Sfafior� /ocofior� S. Y.
<br />rfo•/ /r .sy
<br />X-SJ- FA S 1293 (4 )
<br />JACK TONE ROAD
<br />FED. ROAD FISCAL SHEET TOTAL
<br />DIV. NO. STATE PROJECT N0. YEAR NO• SHEETS
<br />7 CALIF. S-1293 (4) 19621 14 27
<br />COUNTY OF SAN JOAQUIN
<br />COUNTY ROAD COMMISS NER
<br />CIVIL ENGINEER LICENSE 0.7077
<br />STATE OF I FORNIA
<br />DIST. G., DIST. X
<br />APPROVED 23� 1962
<br />N INEE OF FAS ROADS
<br />{
<br />METAL BEAM BRIDGE RAIL
<br />9o11017 /o SIOfi017 ,Cocafion ,L. f
<br />1671
<br />CLASS A. CONCRETE
<br />4 Structures
<br />S/ofior> Descriofio� OC'C. C'� �ihf. If//. -/6s
<br />79
<br />RC 9.. Wifh B'
<br />Tofo/s 7-9
<br />CLASS A CONCRETE
<br />(Minor Structures)
<br />Sfa/ior�
<br />Ob, jecf
<br />,locofior�
<br />C. Y.
<br />//64 X
<br />91d 5)ro yhf //dlw/,
<br />90 'R1
<br />O. 9/
<br />//64�,?O
<br />S/d S/iz7i9hf .ydy/.
<br />30/t alim/ef
<br />0.9/
<br />//64�70
<br />Sfd. Sfroi9hf f/dla/.
<br />3010 011;7/ef
<br />091
<br />//641'92
<br />Sfo! SX-47yh/
<br />30;Cf e7/i17/d
<br />0. 9/
<br />701o/
<br />--?64 C. K
<br />REFERENCE COUNTY OF SAN 10AQUIN
<br />DEPARTMENT OF PUBLIC WORKS
<br />CONSTRUCTION
<br />------------------------------..----- NOTES
<br />DRAWN: APPROVED DATE DATE
<br />NO'DATE DESCRIPTION APPRD. SCALE: DRAWING NO.
<br />-'-- -- -- L. H. BRADLEY R.E. 7077 i
<br />REVISIONS DIRECTOR OF PUBLIC WORKS '
<br />
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