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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 9:05 AM
Modified:
11/20/2023 9:05 AM
Text:
B735
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'e� <br />a$ <br />x �� <br />r <br />BORDER LAST REVISED 3/1 /200T <br />CU 0625] EA 2AT801 <br />rofAL6/9.BCT <br />010 <br />SJry 132 66 205 <br />etAo <br />I�� sNcrossR m-12-1 �L",nl�C <br />� <br />6BCISTBR� 0 E <br />T <br />Rf✓• <br />Y• <br />JOnuOrY 20, 2010 � <br />� <br />� <br />CIS <br />� <br />a<eutesxnvre <br />_ <br />gANI-MEANS, LTO SAN JOAOU[N COUNTY <br />993 PESEflVE OR. •100 1810 EAST XAZELTON AVE. <br />R06EVILLE, CA 956T8 SIOCXTON, CA 95205 <br />RFI No. 020 <br />58.296 FL <br />+85.000, 29.]36 <br />Lt <br />+6224 <br />33.85 Lt <br />+68.15 <br />+93 TAPERED INLET <br />COUNTY R/W <br />29.89 Lt <br />qND FLUME DD L <br />5.5 <br />__ __________ <br />____+20 <br />TA D INLET ___________ <br />--� 2_ <br />]60 mm CMP �� 58.480 FL <br />a <br />3 <br />RSP <br />tl <br />AND FLUME DO L <br />VERNALIS <br />_+63.02 <br />ROAD 29.es Lt - <br />-; +DvoaD,- 29500 YT _____ <br />RSP 9 <br />______.__ __ _ <br />________R�.. <br />_ <br />_ <br />I <br />60o mm cone FEs # <br />Rte_____ _31_ _______...._ <br />58.584 FL ________________________________� <br />um <br />m <br />RSP +14.]84, 29.] Lt <br />__,.,_ <br />..- <br />mm RCP <br />0 <br />0 <br />� <br />—.—. <br />.._. <br />—. _.._ _.—. <br />.. <br />– <br />uv <br />� <br />1:2 <br />1.2 58.401 <br />-. � .—...—..._..._ <br />—...—..._ ._ ._...—. <br />�w <br />w <br />\ <br />� 1,2 <br />1:4 <br />mm <br />vi <br />.._ <br />.. <br />– <br />e <br />m <br />000 <br />rc <br />G <br />� <br />_— <br />o <br />+ <br />Rd10VE FES 0 <br />- <br />+10.0 <br />REMOVE FES tl m <br />_ <br />E <br />e Conc COLLAR <br />+65.3 <br />18 TOP Exiat BERM lev <br />a <br />+ <br />� <br />^'' <br />TOP BERM Elev 59.300 <br />EXTEND TRIPLE 3050 mm WB ROUTE 132 <br />E <br />REMOVE 600 RCP h <br />w <br />c <br />o <br />-- –.__. <br />_ –. .... <br />.... <br />mm E <br />a <br />--. <br />_ _– <br />_. <br />-_ _.. _ <br />m <br />0 0 <br />'^ <br />w <br />w <br />rc <br />w <br />�� <br />'X' UNE <br />Gone COLLAR i � <br />6_' <br />� <br />55 <br />58 <br />4 Conc COLLAR <br />5J <br />w <br />r <br />S <br />= <br />_ <br />=�OV7=-60i�-, <br />�.. <br />- aun- <br />___- -- <br />- <br />+58.14 <br />_ <br />58 i <br />m <br />w <br />m' <br />0 REMOVE 450 mm RCP <br />31 64 Rt <br />RFI No. D2Q----- <br />� <br />a <br />+90.000. 31.4000 <br />Rt +20 TAPERE INLET ZQ <br />_.__ <br />o <br />o <br />� <br />AND RUME 00 L -i-8 <br />E <br />b REMOVE FES <br />+60.] <br />E9 ROUTE i32 <br />i <br />----- <br />_... ____ :8 _ <br />TOP BERM <br />Elev 60100 <br />Conc COLLAR J �p i <br />J <br />-_ <br />_- __ <br />o <br />c 450 mm RCP <br />— <br />---- —.... <br />18].6 <br />E <br />� <br />a <br />600 mm RCP D <br />� <br />1 <br />3 <br />� <br />0450 m Conc FE$ <br />� � + -+� <br />RM Fav 6n <br />T�''�� 1�r� <br />—.._. .— <br />' O Y2CP <br />+63.83"' <br />--� <br />REMOVE FES c m <br />1:3 <br />—...— ._::._::—::.—:..—.: <br />RSP R/W <br />_ : <br />��� <br />=�-_��_��=��1:3���—�� <br />31.]6 Rt <br />BASIN ELEV = 59.000 <br />RSP e <br />58.8]2 <br />RSP <br />12 <br />_ <br />— <br />�— ���_� <br />1�2 <br />R/W <br />� <br />—_� DRAINAGE <br />CHANNEL 0.288 � —y <br />� <br />—� � <br />_-- <br />TOP Exisf BERM dev 59.8 <br />..— <br />... <br />���� <br />0268 <br />__ <br />- <br />DRAIN SYSTEM REVISED PER CCO No. 007; <br />T'�E oCP Dt a <br />DRAINAGE EASEMENT <br />SEE SHEETS DP -13a, DP -13b & DP -13c <br />+f0 TAPERED INLET <br />� <br />AND FLUME OD L=�.9 <br />� <br />59.044 FL <br />+80.880, 44.090 RT, 'X' LINE <br />6.8 <br />58.826 FL <br />+68.520. 45.120 RT, "X' LINE <br />AS BUILT <br />CONTRACT No. 10-2A7804 <br />C.C.A. DATE O8/ T5/ ZO14 <br />ALL DIMENSIONS ARE IN METERS <br />R.E. NAME Juan R. Zufilga <br />UNLESS OTHERWISE SHOWN <br />DRAINAGE PLAN <br />ti <br />� <br />THIS PLAN ACCURATE FOR <br />DRAINAGE WORK ONLY <br />SCALE: 1:500 D-8 <br />'e� <br />a$ <br />x �� <br />r <br />BORDER LAST REVISED 3/1 /200T <br />CU 0625] EA 2AT801 <br />
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