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S432 - S456
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S432 - S456
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Entry Properties
Last modified
3/12/2025 8:38:08 AM
Creation date
3/12/2025 7:49:14 AM
Metadata
Fields
Template:
Large Plans - LP
Project
Projects Plans for South Stockton Sidewalks
Limits
Eighth Street: Bieghle Street to D Street
D Street: Loomis Avenue to Thirteenth Street (East Side) and Ninth Street to Eighth Street
Ninth Street: D Street to Pock Lane
Loomis Avenue: D Street to 700 feet west of Pock Lane
Pock Lane: Loomis Avenue to Eleventh Street
Eleventh Street: B Street to D Street
Year
2011
Project Engineer
J. Clary
Roads Worked
Eighth St., "D" St., Ninth St., Loomis Ave.
Pock Ln., Eleventh St.
Red Lines
Yes
Federal #
CML-5929 (215)
Supplemental fields
Classification
Record Drawings
Cross Ref
S432 - S456
Type
Sidewalks
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ON 133HS I a3M80 <br />+73 (110' Lt) <br />Conform <br />+56 (Conform <br />+91 (110' Lt) <br />Conform <br />ITI � <br />+56 <br />(68' Lt) <br />UP=20.40 <br />.I_ <br />+56 +91 <br />(58' Lt� (63' Lt) <br />UP=20.20 UP=20.30' <br />+91 <br />(58' Lt) <br />+53 (43' U: UP=20.20' <br />UP=19.7 <br />I �+72 �4 t +94 (43' U) <br />+46 (34 Lt� I ; 20,35 UP=19.75' UP=19.80 r <br />+75 (24' �Lt) +00 (24' �Lt) +22 (24' Lt) ' LIP 19380'Lt) UP= 9?87'Lt) <br />UP=19.99 UP=19.93 UP=19.87' <br />+72 (24' Lt) <br />1� 20.0 - -- <br />+75 (24' Rt) +00 (24' Rt) L+25 ?(4' Rt) L+50 (24' Rt) L+76 (24' Rt) 1+00 (24' Rt) <br />UP=1 .99, UP=1 .93' UP=19.87' UP=19.82' UP=19.77, UP=19.82' <br />E I G H T H <br />DRAWN BY <br />a <br />FILE NAME <br />N <br />="i a <br />N <br />rri = <br />4 <br />+36 (70' Lt <br />52 (70' Lt) <br />+70 (70' Lt) <br />Conform <br />vconform <br />Conform <br />23+10 (68' Lt) 31+54 +54 (17' Rt) <br />Conform Conform Conform <br />23+10 (63' Lt <br />+36 (63' Lt� <br />UP=21.6� <br />UP=20.58 <br />+70 (63' Lt) <br />UP=20.58' <br />+36 (58' Lt <br />70 58' Lt) <br />(( <br />23+ t UP( 21.69 <br />' <br />31 +37 (17' Rt) <br />UP=20.56 <br />LIP=20.56' <br />I <br />EP=20.90' <br />+26 (34' Lt � <br />P-)0 <br />' <br />2 4r, Lt <br />21 15� ) <br />23+00 (34' Lt� <br />+80 (34 �Lt) UP=20.76 31+20 30' Rt <br />UU �31 +25 EP=21.00' ) <br />+ ' " UP=2 .49 <br />+50 (24 Lt) +75 (24 �Lt) +50 (24 �Lt) +75 (24 �Lt) +02 (24 Lt) +04 (24' ,Lt) +25 (24' Lt) +25 (24' Lt) +25 (24' Lt) +50 (24' Lt) +76 (24' Lt) CL=21.19' 31+13 (50' Rt) <br />UP=1 .92 I <br />UP=1 .97 rUP=2.32 IUP=2.37 I <br />LIP=+02 ,42 �UP=20.42 rUP=20.37' 1UP=20.32' rUP=20.66' rUP=20.75' rUP=20.78' I %Conform <br />+25 (24' Rt) L+50 (24' Rt) <br />UP=19.87 UP=1 .92 <br />+00 V16' �Rt) L+25 V16' �Rt) �+48 (16' �Rt) 474 V16' �Rt) 400 (16' �Rt) 475 (16' �Rt) <br />UP=1 .74 UP=1 ,77 LIP=19.79 LIP=1 .81 LIP=19.86 LIP=19.87 <br />E L E V E N T H <br />DRAWER <br />DATE <br /><::3une 2011 <br />SHEET No <br />PROJECT ENGINEER <br />ACAD <br />DATE CHECKED <br />REVISIONS <br />+75 (16' Rt) <br />LIP=19,84, <br />DATE <br />7A x /i/ <br />DATE <br />toL=1W,<, l,L=cV./D l.L=LV.t3I I;L=ZV.�b cc=zo.86 CL=ZO.S1 CL=20.76 _.._ =21,06' Ct21.14' CL=21.23' CL=21.33' CL=21.4��' J�� 23+80 (8th St) <br />-•-k-- - - - - _ _ <br />_ Conform <br />19 _ <br />CL=20.91, <br />T -' <br />_ _ 23 T <br />.......... <br />30+ <br />-_20.s- <br />CL=21. ' <br />+75 (24' Rt) +50 (24' Rt) <br />UP=199.97' UP=20.32' <br />+75 (24' �Rt) L+00 (24' ,Rt) 1+25 [b24' �Rt) 1+52 (24' Rt) <br />UP=2.37 UP=20.42 UP=2.47 UP=20.52 <br />41 ;aa <br />rn = <br />I <br />+75 (24' Rt) 1+00 (24' Rt) 1+25 (24' Rt) <br />UP=2o.47' UP=2o.42' UP=2.37, <br />+50 (24' Rt) <br />+25 (24' Rt) <br />+50 (24' Rt) <br />+75 (24' Rt <br />UP=20.32UP=20.66' UP=20.75' <br />UP=20.88' <br />I <br />S T R E E T <br />23+00 (34' Rt <br />LIP=20.94 <br />30+50 <br />I CL=21.43' <br />30+4(27' Rt) <br />EP=21.234 <br />30+28 (20' Lt) <br />UP=20.99 <br />�30+25 <br />' ! CL=21.42' <br />30+23 (18' Rt) <br />' <br />EP=20.96 <br />Q <br />30+00 <br />' CL=21,40' <br />30+00 (18' Rt) <br />30+00 (20 U: <br />M <br />EP=21.03' <br />LIP=21.05 <br />30+53 (51' Rt) <br />Conform <br />NINTH <br />STREET <br />10+52 (16' Lt) r10+75 1Lt) <br />UP=20.70' UP=20. i' <br />10+75 (16' Lt) <br />UP=20.56' <br />------- / �. 1 -CIT/O V a _ 20. _- -" CL=... _....__... <br />10+00 9th <br />q 1 CL=21.3 <br />_ <br />+75 16' Rt) +75 (16' Rt) +25 (16' Rt) +50 ((16' Rt) +75 ((16' Rt) +00(16' Rt +75 ((16' Rt) +75 (16' Rt) <br />UP=1 .93, UP=19.98' UP=20.11' UP=20.25' UP=20.37, UP=20.50') UP=20.43' CUP=20,57' <br />� 1 <br />2 20' Lt f0+57 (16' Rt) 10+75 16' Rt) 10+57 16' Rt <br />STREET �P27+520.87 L LIP=20.36' LIP=20.30' LIP=20.37' ) <br />�-27+52 (33' Rt) <br />27 50 <br />CL= 1.62' ' UP=20.83' <br />27+29 (29' Lt) <br />UP=21.28 <br />27+20 (63' Lt 27+20 (5T Lt) <br />Conform UP-21.09 27+28 (23' Rt) <br />27+25 UP=21.28' <br />CL=;2 1,97, <br />2 <br />N I NTH _ 7+00 (40'- Lt) z7+00 (20' ) 4ESsi <br />_ 217%8 21 J0' I ova <br />S T R E E T 27+00 (63' ,i 2 +oo uP 2,.�82 Rt) <br />C I <br />__... __.----.._....___......_.._ =22.10 ct No 38465 <br />9F CI V11 <br />OF CPS <br />26+82 (63' Lt 26+82 (43' Lt 26+78 (20' Rt) <br />Conform EP=20.9 UP=21.73 <br />26+76 (24' Lt 26+7 <br />EP=20.9 i CL= 2.20' <br />A - 7/22/// <br />Peter D. Martin <br />26+60 (16' Lt 26+60 26+60 (23' Rt) Registered Civil Engineer <br />Conform Conform Conform <br />SHEET TOTAL <br />SOUTH STO C KTO N SIDEWALKS <br />COUNTY OF SAN JOAQUIN 20 4o INTERSECTION DETAILS No SHEETS <br />SCALE IN FEET (Eighth Street, D Street, Ninth Street, Loomis Avenue, Pock Lane and Eleventh Street) 17 25 <br />
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