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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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1
Creator:
Created:
11/17/2023 11:07 AM
Modified:
11/17/2023 11:07 AM
Text:
B791
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e <br />NOTES: <br />1. FOR COMPLETE RIGHT OF WAY AND ACCURATE ACCESS DATA, SEE <br />RIGHT OF WAY RECORD MAPS AT DISTRICT OFFICE. <br />2. FOR SHOULDER RUMBLE STRIP LOCATIONS SEE CONSTRUCTION <br />DETAILS AND SUMMARY OF QUANTITIES SHEETS. <br />ABBREVIATIONS: <br />TCE TEMPORARY CONSTRUCTION EASEMENT <br />AFTS ALTERNATIVE FLARED TERMINAL SYSTEM <br />o <br />r w <br />m � 1o > <br />> w <br />w � <br />m m II II <br />SERVICE Rd OC <br />LEGEND <br />REMOVE BASE AND SURFACING <br />LIMITS OF PCC PAVEMENT <br />�--�� TEMPORARY FENCE (TYPE ESA) <br />REMOVE PCC AND BASE <br />Caltivns <br />3.0 - - - - - - - - - - - - - - - - - - - -1I-IF------------------------------ASPHALT ---3.0 -- <br />-7.3— — — — — — — — — — — — — — - — — — WB ROUTE 132 — — — — — — — — — — — — — — -GONE — — 7.3 — <br />1ASPHALT 1.5� w <br />7.6 5 S 86935150' E „X„ LINE 1362111 7.6 z <br />J <br />REMOVE AC DIKE 29 30 ASPHALT 1 5 7'6 3 <br />OIKE--(T]SES.-----------1111 ------------------------------- ---�--- Q <br />— — — -EB -ROUTE +32— — — — — — — — — — — — — —CONS— �.3— <br />ASPHALT3_0 <br />— <br />+44.3 END MBGR-------------------------_--------- ___ <br />END ANCHOR ASSEMBLY (TYPE SFT) <br />END HMA DIKE (TYPE F) <br />END REMOVE HMA DIKE <br />+31 BEGIN MBGR (TYPE 16B LAYOUT) <br />END HMA DIKE (TYPE C) <br />x w BEGIN HMA DIKE (TYPE F) IR/W <br />a / <br />J rc REVISIONS PER <br />o CCO No. 010 <br />z dW LJ LJ W W W <br />-7.3- — — — — — — — CONC— — — — — — — — — — — — — -7.3- — — — — — WB ROUTE-13� — <br />�g� w �1 ASPHALT - - - —-- -- <br />y z 7.6 5 <br />7.2 S 86'35'50" E „X„ LINE 1 1362.11 <br />1 7'6 1.5 ASPHALT 32 +60.000 BEGIN S? 8C R[ 7 8 33 +59.670 END SAWC <br />a _ _ _ _ _ END REMOVE AC DIKE, 7.8 <br />f <br />� 7=3 - - - - - - CONC- - - - - - CONFORM TO PCC 7.3 1'5 SAWCUT ��F.. <br />W <br />3.0— _ _ _ ASPHALT <br />AC DIKE +07.934 CONFORM, GIN BERt Shld F ------ Z. a HMA DIKE (TYPE A) <br />c BEGINGIHMAEDIKE (TYPEAC IKE A) +59.870 BEGIN Lt Shld <br />i 16.6 Rt <br />t <br />U <br />6 <br />N <br />BORDER LAST REVISED 3/1/2007 <br />No. <br />COUNTY <br />287.6 +11 BEGIN <br />1 A <br />1 T <br />15 <br />1 <br />3352.81 <br />- �EG1NJiMA <br />a <br />rc <br />3.0 <br />OM <br />'m <br />aw <br />o <br />JZ <br />Y <br />AFTS <br />aw <br />U CI <br />U <br />J <br />REMOVE AC DIKE 29 30 ASPHALT 1 5 7'6 3 <br />OIKE--(T]SES.-----------1111 ------------------------------- ---�--- Q <br />— — — -EB -ROUTE +32— — — — — — — — — — — — — —CONS— �.3— <br />ASPHALT3_0 <br />— <br />+44.3 END MBGR-------------------------_--------- ___ <br />END ANCHOR ASSEMBLY (TYPE SFT) <br />END HMA DIKE (TYPE F) <br />END REMOVE HMA DIKE <br />+31 BEGIN MBGR (TYPE 16B LAYOUT) <br />END HMA DIKE (TYPE C) <br />x w BEGIN HMA DIKE (TYPE F) IR/W <br />a / <br />J rc REVISIONS PER <br />o CCO No. 010 <br />z dW LJ LJ W W W <br />-7.3- — — — — — — — CONC— — — — — — — — — — — — — -7.3- — — — — — WB ROUTE-13� — <br />�g� w �1 ASPHALT - - - —-- -- <br />y z 7.6 5 <br />7.2 S 86'35'50" E „X„ LINE 1 1362.11 <br />1 7'6 1.5 ASPHALT 32 +60.000 BEGIN S? 8C R[ 7 8 33 +59.670 END SAWC <br />a _ _ _ _ _ END REMOVE AC DIKE, 7.8 <br />f <br />� 7=3 - - - - - - CONC- - - - - - CONFORM TO PCC 7.3 1'5 SAWCUT ��F.. <br />W <br />3.0— _ _ _ ASPHALT <br />AC DIKE +07.934 CONFORM, GIN BERt Shld F ------ Z. a HMA DIKE (TYPE A) <br />c BEGINGIHMAEDIKE (TYPEAC IKE A) +59.870 BEGIN Lt Shld <br />i 16.6 Rt <br />t <br />U <br />6 <br />N <br />BORDER LAST REVISED 3/1/2007 <br />No. <br />COUNTY <br />i R <br />1 A <br />1 T <br />i L <br />1 <br />3352.81 <br />1 2*49'45 <br />1 82.79 <br />1 165.556 <br />RELATIVE BORDER SCALE 0 20 40 60 80 DRAWN BY- DCP <br />IS IN MILLIMETERS i i i i DWG FILE 218L01.DWG <br />Ilei <br />COUNTY <br />ROUTE <br />TOTAL PROJECT No. <br />SHEET' <br />10 <br />SJ <br />132 <br />1.5/4.8 9r <br />1 205 <br />LP7-23-10 <br />1-20-10 <br />PLANS APPROVAL DATE <br />l ST4r£ � CALl M&A L <br />943 RESERVE DR. #100 11810 EAST HAZELTON <br />ROSEVILLE. CA 95678 ISTOCKTON. CA 95205 <br />A3 BUILT <br />CONTRACT No. 10-2A7804 <br />C.C.A. DATE 08/ 15/ 2014 <br />R.E. NAME Juan R. Zuii/ga <br />11�LF1'J:IL1A��� <br />�4-4.E-6— va <br />�i.�e--W..00��aruWuoruWuoWu� <br />rIWIGYYiG•'WIWIGOS IW!WIWIWIWIWIWIWIWIWIWIWIWIGiYCi <br />rlrl�rl�A.��r1��\I rl�rlrl�rlrlrlrl\rlrl�rlrlrlrl�� <br />ALL DIMENSIONS ARE IN METERS <br />UNLESS OTHERWISE SHOWN <br />REVISED SHEET <br />LAYOUT <br />SCALE: 1: 500 <br />CU 06257 I EA 2A7801 <br />L-ir <br />^. <br />g <br />
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