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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 9:04 AM
Modified:
11/20/2023 9:04 AM
Text:
B736
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m1AL5/4.BCT <br />010 <br />SJTM 132 65 205 <br />etrle <br />mo12E1 Pp�[Yi <br />a <br />w'�iDv`� <br />�gyvs <br />�°�e� <br />nec�sTcnE� x�91xiEEq <br />, � <br />AS BUILT <br />JDDM9ry zo, zD10 X <br />� <br />CONTRACT No. 10-2A7804 <br />w.� $ <br />C.C.A. DATE 08/ 15/ 2014 <br />a�4•,,,,„�"Fa �",,L <br />F.E. NAME Juan R. Zufiiga <br />""/ �'�a'`"'°"��'�E� <br />OMNI -MEANS, LTO. SAN JOAOUIN COUNTY <br />- <br />943 RESERVE OR. •100 1610 EAST HA2ELT(M1 AVE. <br />�_ <br />ROSEVILLE, CA 956T6 BTOCKTON, CA 95205 <br />RFI No. 020 <br />� <br />COUNTY R/w <br />RFI No. 020 <br />� <br />+83.13 <br />+32.55 <br />F +33.14 <br />- <br />29.65 LI <br />30.42 Lt <br />+4D TAPERED INLET <br />--29:50.LL__._-.__. <br />yr <br />__-_ <br />+90 TAPERED INLET <br />AND FLUME DD L- . 6.2 <br />COUNtt R � <br />�_ __.._______ <br />._____.-_ <br />_-_-._. __._ ._RSP <br />__ <br />AND FLUME OD L=<B) <br />F <br />__ <br />- ___.. __ 5.5 _._.. <br />RSP RSP <br />__. _____.. . _. <br />-a __tl <br />� <br />_ _ <br />._.. .gym ]50 Canc FES ._. <br />_ _ _ <br />-" 59.663 <br />__-.___.. <br />_ 59.313 <br />59.2]9 _-- -___. <br />R/W _- 38.b86 _ __ _ _ <br />__ ___.-_____-_____ <br />c 750 mm RCP <br />Rey <br />m <br />.D.z2 <br />...-. -. -...-.-..._... <br />-...-.. _._.zy7y. <br />..ertt- .-...-...- -.-. -- .._.. _ ..: <br />6 - - <br />g- <br />3 <br />3 <br />c <br />1;<2 <br />_ ._.-..._...- <br />b REMOVE FES <br />�.2.. <br />__...-..._...-...-...-...-..._..._... <br />_ .. .._. �.s <br />3P5BERM <br />..��_�. .. <br />..... ._... ��_. <br />� " <br />�o <br />'m <br />i <br />Elev 60.96] <br />ev 60.68] <br />� M Elev 60.}O5 +2B:SY- __ <br />o <br />\n <br />+27.87 <br />+77.90 <br />rc + Conc COLLA <br />30.AOt+--- OP BERM - <br />o <br />J� <br />� <br />s <br />29.51 LI <br />29,63_LI_ <br />YIB ROUTE 132 Elev 59.313 E <br />m <br />�N <br />u. <br />� <br />_._ _ <br />E ' <br />-.-. <br />5e <br />� <br />< <br />__. _.-___.__ <br />..____-_._-_-..___ <br />m <br />� <br />"X" LINE ...__-_-._. <br />I <br />61 <br />52 <br />5} <br />w <br />z <br />W <br />N <br />__ 54 <br />r <br />m <br />N <br />� <br />o <br />_: --_ <br />.:.: <br />< <br />& <br />w <br />EB ROUTE 132 61.500 END FL E <br />59.34] FL s <br />- - <br />- <br />+66.000, 24.400 Rt 0 A6ANOON 750 mm RCP <br />� <br />� <br />____ <br />- <br />+75.800, 31.300 Rt <br />61.000 <br />BEGIN FL •` � ` � <br />n <br />� <br />2 <br />� <br />a <br />1.4 <br />: +15.800. 30.700 Rt <br />53 - <br />_ <br />59.600 FL <br />a <br />� <br />r <br />� <br />� <br />__ <br />_.__ _- <br />- "� -��- <br />-- +40.000, 14.100 Rt 1:4 <br />0.258 <br />1:4 <br />0.318 <br />y <br />_ <br />'�- <br />+50 TAPERED INLET _ _. <br />'� <br />BASIN Elev <br />= 61.00 <br />� <br />� <br />- AND FLUME DD (L }.>)... gA51N_Elev = 58500 -. 59675 FL R/W <br />_ <br />_ <br />/ // <br />+70000, 14.100 Rt <br />1:2 <br />+12 <br />TAPERED INLET <br />.; <br />RSP _ _ - -7.8 <br />f <br />_ _ - - _ <br />-� 0.26R -► <br />R� AND FLUME DA{ <br />/ <br />_�' �� <br />- �_ - - <br />59? <br />- - - - - .. <br />9 <br />�_ <br />18.0 V <br />--- 0.338-_.. _� _ _ <br />E\ < � � - _ _ - <br />'o <br />,.. <br />� <br />�g5\N. <br />� DRAINAGE CHANNEL �. _.---- <br />m <br />i <br />/ <br />� - _. <br />/ ' �_ - -- <br />_ <br />ry <br />RRL--- <br />1:4 <br />t..A <br />.��9 � <br />_ <br />j0 DRAINAGE EASEMENT <br />59.395 FL <br />� <br />+60.120, 27.460 RT, "D" UNE <br />n <br />� <br />R/W � <br />� <br />59.508 FL <br />' <br />� <br />5'\ <br />s 6�� <br />A%�/ � <br />� <br />59.990 FL +15.680, 2].]200 RT, "D" UNE <br />u <br />�� <br />PSN E\Ov <br />�- j,�i <br />+65.]00, 30.300 RT, "D" UNE <br />t A <br />/ <br />� <br />y° <br />yy <br />/ <br />/ <br />75 <br />0 <br />� <br />/.� /� <br />60.086 FL <br />� <br />�' <br />- �% <br />30.970. 31.]10 RT. "D" UNE DRAIN SYSTEM REVISED PER CCO No. <br />Oj <br />o <br />< <br />i �' <br />007; SEE SHEETS DP -13a, DP -13b & DP -13c <br />7 <br />/' !� <br />,i .. <br />a.. <br />.� <br />� <br />i / <br />ALL DIMENSIONS ARE IN METERS <br />95 <br />i <br />� <br />UNLESS OTHER'MSE SHOWN <br />X <br />� <br />_ <br />�. <br />` <br />+0.999 FL <br />"D" <br />DRAINAGE PLAN <br />�o. <br />m <br />17.700. 42.250 RT, UNE <br />� <br />� <br />THIS PLAN ACCURATE FOR DRAINAGE WORK ONLY <br />SCALE: 1:500 D-7 <br />BOgDEq L49i <br />gEV15ED 3/I /200T <br />CU 0625T <br />EA 2AT801 <br />
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