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B596 - B800
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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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1
Creator:
Created:
11/20/2023 11:36 AM
Modified:
11/20/2023 11:36 AM
Text:
B622
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+70 <br />v <br />s <br />A i REVI6E0 3/t /200T <br />METAL BEAM GUARD RAILING ITEMS <br />- NOT A <br />SEPARATE <br />PAV <br />ITEM. <br />FOR <br />INFORMATON ONLY. <br />EB <br />FENCE <br />124.7 <br />385.2 <br />TYPE A <br />TYPE C <br />TWEE <br />TWE F <br />PLACE <br />HMA <br />DIKE <br />49+88.795 TO <br />M <br />690.5 <br />49+86.349 TO <br />ro <br />7 0.4 <br />33.4 <br />88 <br />E LINE <br />Sta <br />I <br />UNE 19.5 <br />Rf <br />St0 <br />28+11 <br />X <br />LINE <br />19.5 <br />Rf <br />Sta <br />28+31 <br />X <br />LINE <br />19.5 <br />Rt <br />YBT3 <br />20.0 <br />34+52 X <br />1 70.000 TO <br />0.4 <br />St0 <br />28+31 <br />X <br />LINE <br />19.5 <br />Rf <br />Sta <br />28+44.3 <br />X <br />UNE 19.5 <br />Rt <br />SB <br />F LINE <br />LOCATON <br />0.5 <br />Sfa <br />32+07.934 <br />X <br />LINE <br />19.6 Rt <br />S!a <br />+70 <br />v <br />s <br />A i REVI6E0 3/t /200T <br />METAL BEAM GUARD RAILING ITEMS <br />(N) <br />- NOT A <br />SEPARATE <br />PAV <br />ITEM. <br />FOR <br />INFORMATON ONLY. <br />EB <br />FENCE <br />124.7 <br />385.2 <br />TYPE A <br />TYPE C <br />TWEE <br />TWE F <br />PLACE <br />HMA <br />DIKE <br />49+88.795 TO <br />M <br />690.5 <br />49+86.349 TO <br />ro <br />7 0.4 <br />33.4 <br />88 <br />E LINE <br />Sta <br />28+44.3 X <br />UNE 19.5 <br />Rf <br />St0 <br />28+11 <br />X <br />LINE <br />19.5 <br />Rf <br />Sta <br />28+31 <br />X <br />LINE <br />19.5 <br />Rt <br />YBT3 <br />20.0 <br />34+52 X <br />1 70.000 TO <br />0.4 <br />St0 <br />28+31 <br />X <br />LINE <br />19.5 <br />Rf <br />Sta <br />28+44.3 <br />X <br />UNE 19.5 <br />Rt <br />SB <br />F LINE <br />LOCATON <br />0.5 <br />Sfa <br />32+07.934 <br />X <br />LINE <br />19.6 Rt <br />S!a <br />34+40 <br />z F <br />u� <br />Ua <br />a� <br />W <br />TOTAL <br />3207.1 <br />33.4 <br />18.5 <br />St0 <br />34+52 <br />UNE <br />19.3 <br />Lf <br />� <br />34+60 <br />�� <br />_ <br />_ <br />Lt <br />8.0 <br />0.2 <br />Eta <br />34+60 <br />LINE <br />19.3 <br />Lt <br />St0 <br />40+54 <br />X <br />_� <br />mi3 <br />az <br />UJ <br />m <br />z� <br />� <br />50+55 <br />X <br />LINE <br />23.1 <br />t <br />St0 <br />56+70 <br />X <br />LINE <br />23.1 <br />Lt <br />'s� <br />_� <br />615.2 <br />�a <br />Sfa <br />54+60 <br />X <br />LINE <br />o <br />Rt <br />St0 <br />56+70 <br />X <br />LINE <br />23.1 <br />Rt <br />210.3 <br />8.1 <br />St0 <br />56+80 <br />X <br />LINE <br />3.1 <br />Lt <br />St0 <br />57+80 <br />X <br />LINE <br />23.1 <br />Li <br />99.6 <br />}.9 <br />Sto <br />56+80 <br />X <br />�� <br />- <br />Rl <br />St0 <br />60+83 <br />% <br />LINE <br />'s <br />Rt <br />389:+ <br />12.0 <br />Sto <br />45+]7 <br />A <br />LINE <br />6.0 <br />Lt <br />Sta <br />47+40 <br />A <br />LINE <br />6.0 <br />Lt <br />160.2 <br />10.4 <br />Sto <br />47+6 <br />"A" <br />IN <br />1. <br />St0 <br />49+00 <br />A <br />LINE <br />1.2 <br />R[ <br />136.3 <br />8.9 <br />R <br />St0 <br />47+40 <br />8 <br />UNE <br />6.0 <br />Rt <br />EA <br />EA <br />EA <br />EA <br />47+58 <br />" <br />St0 <br />28+31.0 <br />% <br />LINE <br />19.5 RL <br />St0 <br />28+44.3 <br />X <br />LINE <br />19.5 Rt <br />13.3 <br />151.6 <br />1 <br />9.9 <br />1 <br />i6B <br />Sta <br />34+60.0 <br />X <br />UNE <br />19.3 Lt <br />St0 <br />40+74.0 <br />X <br />LINE <br />19.3 L[ <br />614.0 <br />1 <br />LINE <br />6.0 <br />1 <br />Sia <br />52+60 <br />8 <br />118 <br />Sfa <br />44+11.0 <br />% <br />LINE <br />19.5 Rt <br />St0 <br />44+24.3 <br />X <br />LINE <br />19.5 Rt <br />13.3 <br />1 <br />Sta <br />48+60 <br />1 <br />LINE <br />6.9 <br />Ll <br />i6B <br />46+16.0 <br />LINE <br />19.5 Rt <br />Sia <br />46+29.3 <br />X <br />UNE <br />19.5 Rt <br />13.3 <br />1 <br />1 <br />i6B <br />St0 <br />49+13.3 <br />X <br />LINE <br />0.9 R <br />t <br />49+76.0 <br />X <br />LINE <br />0.9 Lt <br />49.0 <br />34.2 <br />Rt <br />2 <br />2 <br />2 <br />2 <br />2 <br />14A <br />Sta <br />14+00.0 <br />E <br />LINE <br />Lf Rt <br />Sl0 <br />14+15.5 <br />E <br />LINE <br />L! t <br />46:8 2 <br />2 <br />0.4 <br />14+97 <br />12B <br />St0 <br />15+00.7 <br />E <br />LINE <br />L R <br />1 +1 J.2 <br />E <br />LINE <br />Lt t <br />1858.8 <br />160.2 <br />2 <br />12B <br />Sta <br />48+98.4 <br />C <br />UNE <br />6.0 Lt <br />St0 <br />49+11.7 <br />C <br />INE <br />6.0 Lt <br />13.3 <br />1 <br />1 <br />i6B <br />Sta <br />50+55.2 <br />X <br />LINE <br />.1 <br />t0 <br />S6+J0.4 <br />X <br />LINE <br />23.1 LL <br />615.2 <br />1 <br />19.0 <br />X <br />LINE <br />19.5 Rt <br />St0 <br />52+32.3 <br />X <br />LINE <br />19.5 Rt <br />13.3 <br />1 <br />1 <br />168 <br />St0 <br />56+80.4 <br />X <br />LINE <br />23.1 Lt <br />Sia <br />57+80.0 <br />X <br />LINE <br />23.1 Lt <br />99.6 <br />2 <br />Sta <br />54+47.0 <br />0 <br />UNE <br />6.0 Rt <br />Sto <br />56+70.4 <br />X <br />LINE <br />23.1 Rt <br />223.4 <br />1 <br />i6B <br />St0 <br />56+80.4 <br />X <br />LINE <br />23.1 Rt <br />a <br />60+83.3 <br />X <br />LINE <br />24.9 Rt <br />402.9 <br />2 <br />Sta <br />60+17.6 <br />X <br />LINE <br />3.5 Rt <br />St0 <br />60+81.5 <br />X <br />UNE <br />7.5 Rt <br />15.2 <br />48.7 <br />1 <br />1 <br />1 <br />1 <br />12E <br />TOTAL <br />2085.8 <br />82.9 <br />11 <br />9 <br />3 <br />3 <br />11 <br />(N) <br />- NOT A <br />SEPARATE <br />PAV <br />ITEM. <br />FOR <br />INFORMATON ONLY. <br />EB <br />FENCE <br />124.7 <br />385.2 <br />TYPE A <br />TYPE C <br />TWEE <br />TWE F <br />PLACE <br />HMA <br />DIKE <br />600 mm TEMPORARY CULVERT <br />SHEET No. <br />LOCATION <br />DESCRIPTION <br />WIRE MESH <br />FENCE <br />(TWE 1WJ, METAL POST) <br />TEMPORARY FENCE <br />(TWE ESA) <br />LOCATION <br />- <br />EB <br />FENCE <br />124.7 <br />385.2 <br />TYPE A <br />TYPE C <br />TWEE <br />TWE F <br />HMA* <br />(TWE A) <br />480.2 <br />LIN <br />49+88.795 TO <br />M <br />690.5 <br />49+86.349 TO <br />ro <br />7 0.4 <br />33.4 <br />88 <br />E LINE <br />Sta <br />28+44.3 X <br />UNE 19.5 <br />Rf <br />St0 <br />28+11 <br />X <br />LINE <br />19.5 <br />Rf <br />Sta <br />28+31 <br />X <br />LINE <br />19.5 <br />Rt <br />YBT3 <br />20.0 <br />34+52 X <br />1 70.000 TO <br />0.4 <br />St0 <br />28+31 <br />X <br />LINE <br />19.5 <br />Rf <br />Sta <br />28+44.3 <br />X <br />UNE 19.5 <br />Rt <br />SB <br />F LINE <br />13.3 <br />0.5 <br />Sfa <br />32+07.934 <br />X <br />LINE <br />19.6 Rt <br />S!a <br />34+40 <br />X <br />LINE <br />18.6 <br />Rt <br />232.2 <br />TOTAL <br />3207.1 <br />33.4 <br />18.5 <br />St0 <br />34+52 <br />UNE <br />19.3 <br />Lf <br />St0 <br />34+60 <br />% <br />LINE <br />19.3 <br />Lt <br />8.0 <br />0.2 <br />Eta <br />34+60 <br />LINE <br />19.3 <br />Lt <br />St0 <br />40+54 <br />X <br />LINE <br />19.3 <br />LL <br />593.2 <br />22.5 <br />Sta <br />50+55 <br />X <br />LINE <br />23.1 <br />t <br />St0 <br />56+70 <br />X <br />LINE <br />23.1 <br />Lt <br />615.2 <br />23.7 <br />Sfa <br />54+60 <br />X <br />LINE <br />23.1 <br />Rt <br />St0 <br />56+70 <br />X <br />LINE <br />23.1 <br />Rt <br />210.3 <br />8.1 <br />St0 <br />56+80 <br />X <br />LINE <br />3.1 <br />Lt <br />St0 <br />57+80 <br />X <br />LINE <br />23.1 <br />Li <br />99.6 <br />}.9 <br />Sto <br />56+80 <br />X <br />LINE <br />23.1 <br />Rl <br />St0 <br />60+83 <br />% <br />LINE <br />23.1 <br />Rt <br />389:+ <br />12.0 <br />Sto <br />45+]7 <br />A <br />LINE <br />6.0 <br />Lt <br />Sta <br />47+40 <br />A <br />LINE <br />6.0 <br />Lt <br />160.2 <br />10.4 <br />Sto <br />47+6 <br />"A" <br />IN <br />1. <br />St0 <br />49+00 <br />A <br />LINE <br />1.2 <br />R[ <br />136.3 <br />8.9 <br />R <br />St0 <br />47+40 <br />8 <br />UNE <br />6.0 <br />Rt <br />168.4 <br />11.0 <br />Sta <br />47+58 <br />" <br />IN <br />1. <br />Sia <br />49+10 <br />B <br />LINE <br />1.2 <br />Lt <br />151.6 <br />9.9 <br />4 + <br />St0 <br />51+1] <br />6 <br />UNE <br />1.2 <br />Lt <br />136.6 <br />8.9 <br />40 JB" <br />LINE <br />6.0 <br />Ri ' <br />Sia <br />52+60 <br />8 <br />LINE <br />6.0 <br />Rt <br />119.4 <br />7.8 <br />Sta <br />48+60 <br />C <br />LINE <br />6.9 <br />Ll <br />182.8 <br />11.9 <br />T.B- <br />0.3 <br />t <br />Sta <br />15+07 <br />E <br />LINE <br />8.4 <br />Rt <br />184 <br />0.4 <br />_ <br />" <br />N <br />St0 <br />15+25 <br />E <br />LINE <br />8.411 <br />46:8 2 <br />0.4 <br />14+97 <br />TOTAL <br />232.2 <br />48.0 <br />1055.3 <br />1858.8 <br />160.2 <br />600 mm TEMPORARY CULVERT <br />SHEET No. <br />LOCATION <br />DESCRIPTION <br />WIRE MESH <br />FENCE <br />(TWE 1WJ, METAL POST) <br />TEMPORARY FENCE <br />(TWE ESA) <br />T1 LINE 14+22.0 <br />600 mm RCP <br />EB <br />FENCE <br />124.7 <br />600 mm TEMPORARY CULVERT <br />SHEET No. <br />LOCATION <br />DESCRIPTION <br />WIRE MESH <br />FENCE <br />(TWE 1WJ, METAL POST) <br />TEMPORARY FENCE <br />(TWE ESA) <br />T1 LINE 14+22.0 <br />600 mm RCP <br />EB <br />ROU 1 <br />124.7 <br />385.2 <br />REMOVE <br />AC <br />44+2].]86 TO <br />49+01.440 <br />494.7 <br />480.2 <br />LIN <br />49+88.795 TO <br />56+ .1 <br />690.5 <br />49+86.349 TO <br />56+]9.900 <br />7 0.4 <br />33.4 <br />88 <br />E LINE <br />Sta <br />28+44.3 X <br />UNE 19.5 <br />Rf <br />10+69.994 TO <br />10+]0.006 <br />32+0].934 <br />X <br />LINE <br />16+22.458 TO <br />1 +11.7 <br />192. <br />X <br />NB <br />E L+NE <br />Rt <br />YBT3 <br />St0 <br />34+52 X <br />1 70.000 TO <br />13+08.717 <br />241.2 <br />St0 <br />NB <br />A LINE <br />LINE <br />19.3 <br />Lt <br />602.0 <br />45+9].662 TO <br />49+ 7 <br />347.] <br />SB <br />F LINE <br />28+56.445 T <br />31+51.551 <br />306.4 <br />TOTAL <br />3207.1 <br />33.4 <br />600 mm TEMPORARY CULVERT <br />SHEET No. <br />LOCATON <br />DESCRIPTION <br />m <br />DE -1 <br />T1 LINE 14+22.0 <br />600 mm RCP <br />22.0 <br />RAINAGE UANTTIES <br />124.7 <br />385.2 <br />REMOVE <br />ROCK SLOPE PROTECTION <br />LOCATION <br />RSP <br />(BACKING No. 2, <br />METHOD B) <br />RSP <br />FABRIC <br />DR. x100 <br />1810 EAST <br />FLUME DOWNDRAIN <br />14.5 <br />95.0 <br />RAINAGE UANTTIES <br />124.7 <br />385.2 <br />REMOVE <br />AC <br />DIKE <br />TOTAL <br />139.2 <br />480.2 <br />i� <br />SJ 1132 1.5/4.ry6y <br />�e..�G lT.ce D1on <br />o� 0 <br />'v 20. 2010 <br />REMOVE MBGR <br />®© <br />943 <br />RESERVE <br />DR. x100 <br />1810 EAST <br />HAZELTON <br />R05EVILLE, CA 956]8 <br />5i0CXi0N, <br />CA 95205 <br />LINE 12+95.2 <br />E.iLaaisz!_ <br />REMOVE <br />AC <br />DIKE <br />M <br />2 <br />REMOVE MBGR <br />®© <br />LOCATION <br />FROM TO <br />EA <br />LOCATION <br />LINE 10+74.5 <br />Rt <br />���' <br />E <br />LINE 12+95.2 <br />E.iLaaisz!_ <br />LENGTH <br />7 <br />�m <br />M <br />2 <br />X <br />LIN <br />2 <br />Sta <br />28+11 X <br />LINE <br />19.5 <br />Rt <br />Sta <br />28+44.3 X <br />UNE 19.5 <br />Rf <br />33.3 <br />St0 <br />32+0].934 <br />X <br />LINE <br />18.6 Rt <br />St0 <br />33+ <br />X <br />LINE <br />7.8 <br />Rt <br />YBT3 <br />St0 <br />34+52 X <br />LINE <br />19.3 <br />Rt <br />St0 <br />40+54 <br />X <br />LINE <br />19.3 <br />Lt <br />602.0 <br />TOTA <br />822.3 <br />REMOVE MBGR <br />®© <br />LOCATION <br />FROM TO <br />EA <br />�1���!♦ <br />LINE 10+74.5 <br />Rt <br />���' <br />E <br />LINE 12+95.2 <br />E.iLaaisz!_ <br />2 <br />7 <br />�m <br />Lt <br />2 <br />X <br />LIN <br />2 <br />TOTAL <br />B <br />RFI N0. 072 Sia <br />55+80.421 <br />"X" LINE <br />Sia 60+83.296 "X" <br />LINE <br />402.9 <br />REMOVE MBGR <br />®© <br />LOCATION <br />FROM TO <br />EA <br />�1���!♦ <br />LINE 10+74.5 <br />Rt <br />���' <br />E <br />LINE 12+95.2 <br />E.iLaaisz!_ <br />2 <br />X <br />�m <br />Lt <br />2 <br />WIRE MESH GATE <br />RELOCATE GATE <br />LOCATON <br />LOCATION <br />FROM TO <br />EA <br />E <br />LINE 10+74.5 <br />Rt <br />2 <br />E <br />LINE 12+95.2 <br />Rt <br />2 <br />X <br />LINE 54+0 .0 <br />Lt <br />2 <br />X <br />LIN <br />2 <br />TOTAL <br />B <br />RELOCATE GATE <br />LOCATON <br />EA <br />FROM TO <br />1 <br />4+94.082 E LINE <br />1 <br />E LINE 15+90 Lt E LINE 17+90 Lt <br />2 <br />TOTAL <br />rt <br />ABANDON WATER WELL <br />LOCAPON <br />EA <br />48+70.512 N <br />1 <br />4+94.082 E LINE <br />1 <br />8URVEY MONUMENT (TYPE B) <br />SUMMARY OF QUANTITIES Q_3 <br />xi eaoy.owc CU 0625T ',,, EA 2AT001 <br />LOCATON <br />EA <br />4+94.082 E LINE <br />1 <br />- <br />SUMMARY OF QUANTITIES Q_3 <br />xi eaoy.owc CU 0625T ',,, EA 2AT001 <br />
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