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B596 - B800
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B596 - B800
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Entry Properties
Last modified
1/17/2025 3:04:30 PM
Creation date
11/17/2023 10:30:40 AM
Metadata
Fields
Template:
Large Plans - LP
Project
Project Plans for the Construction on State Highway
Limits
In San Joaquin County About 19KM West of Modesto From 0.1KM West of Service Road Overcrossing to Delta Mendota Canal Bridge
Year
2010
Project Engineer
Juan R. Zuniga
Red Lines
Yes
Supplemental fields
Cross Ref
B596 - B800
DocCategory
Improvement Plans
Type
Construction on State Highway
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ID:
1
Creator:
Created:
11/20/2023 9:17 AM
Modified:
11/20/2023 9:17 AM
Text:
B731
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o� <br />:6 <br />ROER L visED 3 1i2ooT CU 06257 EA 2A7801 <br />cT <br />2055 <br />' <br />10 SJ 132 1.5/4.8 ]0 <br />etrle �F�B �mp12c1,�°�`e�s�°% <br />e <br />N <br />January 20, 2010 <br />fig, <br />CIS <br />'3 <br />a. execmawr <br />mgrs z Tws aw sxer. <br />' <br />OMNI -MEANS, LTD. SAN JOApU1N CWNTY <br />' <br />943 RESERVE OR. %100 1810 EAST HIZELTON <br />AVE. <br />_ <br />ROSEVILLE. CA 95679 SiOCNTON, CA 95205 <br />R/W <br />wi <br />- <br />to <br />Z � <br />I <br />0 <br />� <br />i <br />J <br />rc< <br />� <br />o <br />m <br />i <br />o <br />� <br />RW <br />� <br />6 <br />� <br />I <br />z <br />m <br />' <br />o <br />TWE GCP DI <br />- � <br />-� � � <br />o..�v. OG <br />GRATE FL 64.Ofi7 <br />FG <br />°T <br />�, <br />O <br />x a <br />o. .. <br />k <br />H 218 <br />xo <br />r n <br />�_._____ n TWE 9008 GRAZE <br />R <br />I <br />y <br />_.�-a. __ __ <br />___- <br />.., <br />�� <br />64 <br />64 <br />�.. <br />Soo mm x � ,� ..... <br />N <br />21-1-4 m RCP <br />9 <br />5 0.8]98 <br />PAVED HMA APRON <br />e � <br />REMOVE <br />600 m x <br />�� <br />`� <br />HEADWALL' <br />� <br />240 RCP` D <br />6 0 <br />�� <br />OVE <br />5 0 9488 <br />mm <br />C FES. Iii <br />600 Conc FES h <br />f RES <br />� <br />.... <br />3900 <br />__- --_ <br />_ <br />�_- <br />_.. � __ '_ <br />¢ <br />62 <br />F <br />_____ _ __ <br />- - <br />-�_ <br />: <br />62 <br />d <br />�'� <br />EXISTING 600 RCP <br />5 08]66% <br />_ <br />1.095 __ _ _ -__ <br />i <br />... <br />oWm <br />m' <br />RSP <br />(BACKING No 2, <br />CONCRETE COLLAR FIELD BEND <br />)' <br />FL 61 900 <br />R 62.12] <br />aw <br />o <br />(SEE DRAINAGE DETAILS) <br />w <br />METHOD B) <br />' <br />v. <br />u <br />'. R 61.6]9 <br />FL 61:913 <br />FL 62:143 <br />Zto <br />� <br />1.215 <br />3.136 <br />� <br />FL 61s]o DRAINAGE SYSTEM <br />NO. Ot <br />60 <br />� <br />0.365 `R 60.500 FL 61.660 <br />� <br />w <br />'a <br />rc <br />RFI h}o 006 -' <br />� <br />� <br />�, <br />�I <br />w j <br />w � <br />w <br />v, <br />w <br />z <br />z � <br />N <br />k o <br />RISER <br />� <br />`x N <br />900 mm RCP <br />3iPE--GeP--BF <br />� <br />o <br />_ <br />� <br />GRATE FL 63.816 <br />��� <br />0 <br />a <br />p/W <br />w� <br />w-" <br />� <br />zJ <br />zJ <br />OG <br />a <br />= 4 <br />H 2. 2: <br />FG <br />� <br />m <br />� <br />�_ <br />� <br />o <br />m <br />TWE 9008 GRATE <br />ri'. <br />n <br />(Y <br />n <br />n <br />� <br />� m <br />x m <br />x^ <br />�_________ <br />4 <br />�'. sol <br />u <br />¢ <br />n <br />n <br />r <br />,o <br />^ <br />ry <br />n � <br />�` <br />n <br />a <br />mm <br />N <br />,-.- <br />`.. <br />90o <br />mm x <br />I <br />c <br />�'. <br />231 <br />m RCP b <br />�1 n p 900 mm <br />'" <br />� <br />+ <br />REMOVE <br />`� <br />.0 PAVED: HMA APRON 5=1.987X <br />Conc FES � �� <br />r <br />900 mm x <br />,o <br />f <br />F <br />rl <br />1.838§ RCP h <br />!� <br />^ <br />HEADWALL <br />` \ <br />n <br />5 2408% <br />REMOVE <br />FES <br />_ _ __-� <br />---- <br />-- - <br />_ <br />J <br />900 mm Conc FES i... <br />- - - - -- <br />� <br />_F.-.- - _ <br />____ <br />_ .__ .�— <br />`_ <br />EXI611NG 900 _5=24089. <br />-_—_— <br />...... <br />' <br />____ _ <br />'e <br />.RCP <br />R 61.')15 <br />___ <br />_ ..___ <br />FL 61:16] <br />FL81,207 � � <br />.. � - ,. <br />FL fit 666 <br />' CONCREIECOLLAR FIELD BEND <br />FL <br />I <br />60.559 (SEE DRAINAGE DETAILS) <br />�� <br />6 <br />900 m x <br />FL 61 697 <br />FL 80:500 <br />R <br />60:54] <br />a <br />1.] m RCP <br />y <br />5=2 4088 <br />ALL DIMENSIONS ARE MI METERS <br />7S <br />"- <br />� "' <br />UNLESS OTHERVASESHOWN <br />RSP <br />� DRAINAGE 3Y8TEM <br />NO 2 <br />coNCRETE <br />couAR FIELo BEND <br />} �B OIONGB)n 2. <br />N <br />(SEE DRAINAGE DETAILS) <br />Dp A'\IAAG..�bAG'1'G� <br />1 GG <br />5 <br />AS BUILT <br />SCALE: HOr121:100 <br />CONTFACT No. <br />10 2A7804 <br />vert: 1:50'. DP -1 <br />C.0 A. DATE <br />08/ 15/ 2014 <br />� <br />P.E NAME Juan <br />R Zufiiga <br />� <br />�. '. ': <br />o� <br />:6 <br />ROER L visED 3 1i2ooT CU 06257 EA 2A7801 <br />
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