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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 10:11 AM
Modified:
11/20/2023 10:11 AM
Text:
B692A
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DiWi CWNTY ROUTE KILOMETER POST SHEET TOTAL <br />TOTAL PROJECT No. SHEETS <br />10 6J 132 1.5/4.8 109r 205 <br />aw.�.ea.,�wlo 7-23-10 P�E55iG� <br />�tr,r' REGISTERE CI IL ENGINEER DATE ��� J' mf <br />x <br />__� <br />11 � �--� <br />� � 27B � �-38 J <br />N 17 <br />--- <br />/ � , <br />m <br />, <br />278 <br />16 <br />46+00.5 46+81.6 <br />`� W9-1 Lt) <br />25 <br />- <br />uar 20 m <br />Jan 2010 � <br />Y w canes m <br />w xwP <br />----- - <br />27 W4-2 Lt <br />( ) __ TO_ _ TO <br />- - ----- - - <br />n <br />+ ________________________ __-______________-____-_______ <br />.�A m <br />+1 <br />+96.9 <br />---76- <br />PLANS APPROVAL DATE � 1z 31 1 <br />47+32.5 47+32.5__ <br />�} m <br />nr srare a- curnaavu a• rrs axioms J? CIVIL <br />� <br />3.6 <br />_49{34. <br />Oi ACEMlS A/ALL Atli � /6�SRJ15/BLE fnP '��. <br />a' tzecmavrc a <br />j <br />_ - - <br />f <br />f <br />3.6 <br />Wires �anirs gacasxAess DAL1 <br />_ _ <br />rn <br />F <br />f <br />f <br />3.6 w <br />OMNI -MEANS. LTD. SAN JOAOUIN COUNTY <br />- <br />w <br />5 <br />----- ---------- <br />-- ----- -3.6- __ � <br />943 RESERVE DR. #100 1610 EAST HAZELTON AVE. <br />o <br />m <br />N <br />� - � <br />rn <br />--� ��X" LINE <br />> I 5 <br />ROSEVILLEI CA 95678 $TOCKTONI CA 95205 <br />w <br />� <br />� <br />x <br />� <br />+ �---' <br />m � 47 <br />:__-' ROUTE 132 ae <br />m r� <br />� <br />< 'w <br />U <br />� <br />w <br />F <br />45+26.1 <br />TO + <br />46+81.6 TO 25 <br />+ � <br />m � . + � a 49 <br />�A <br />� <br />w <br />-- <br />-4sH-a1. <br />---- ----- ----- ----- <br />----- �s�er ----- <br />+� <br />+ <br />o� <br />r <br />---- -------- <br />__ <br />� <br />-..► <br />WORK 4.3 3.6 3.6 1. <br />______________________ <br />_______________________________-_____ <br />ZONE THRU L[ <br />x <br />3.0 3.6 3.6 3.6 1.2 <br />AS BUILT <br />Exist Exist TURN <br />THRU THRU RECEI- <br />� <br />THRU LEFT <br />VING <br />CONTRACT ND. 10-2A7804 <br />__� <br />�T---- <br />C.C.A. DATE 08/ 15/ 2014 <br />�-� <br />--------__ <br />�- <br />- <br />R.E. NAME Juan R. Zuriiga <br />SECTION C -C <br />SECTION A -A <br />--- <br />No SCALE <br />� <br />g; <br />o <br />NO SCALE <br />MATCH LINE SEE SHEET SC -14 <br />_ -� <br />�� ���� <br />B +03.8 <br />COUNry R <br />o m <br />a <br />I <br />I <br />\ <br />END TEMPORARY <br />�� <br />aw <br />m <br />o <br />TAPER 1:1 p <br />� <br />1 +51.6 - �� � <br />TYPE_ III OW ��` � <br />RAILING TYPE K <br />( ) <br />�z <br />x <br />I m <br />BEGIN TEMPORARY <br />_ <br />�� <br />w <br />j �- I <br />RAILING (TYPE K) <br />���� - _ <br />_________-_______- VERNALIS ROAD <br />REMOVE 300 mm ' <br />`uv <br />v <br />I <br />TYPE V ARROW <br />G _ - <br />�______-_______-____ <br />-________ <br />DIAGO AL STRIPES 35----'- <br />/ I <br />\ 278 �-------- <br />�_ <br />-+5 2-_- <br />0 <br />�, <br />11 / <br />/ <br />__ <br />\ TYPE III ��ARROWI <br />\ '--�� ----- TYPE V <br />____ <br />-________-_______ <br />R W TYPE III <br />� <br />'���_____-__ <br />L ARROW <br />_1__ <br />�$� -----' ----------------- <br />TYPE III L ARROW <br />'> <br />i I <br />♦ ` 38-' 38 <br />� B A TYP <br />m <br />- <br />�___� <br />x <br />�/-- <br />\ \� <br />/ 38-i i 25-� <br />_� C 21 <br />TO X51+50.1 TO <br />� <br />-- <br />� - <br />+ TS14AY <br />_ _ <br />27B <br />52+47.9 + � 25_61+38.42 � <br />< <br />w <br />� <br />C3I AICA) <br />a <br />i'e <br />C L 25ro <br />M] <br />+ <br />I <br />U <br />m <br />n <br />F <br />o <br />vl <br />� <br />a <br />O Z <br />� <br />I <br />w <br />• • • • • <br />f <br />j <br />LL <br />� <br />� <br />--_ <br />- J <br />_-_3&_____-____-_ <br />N <br />3.6 3'6 <br />o <br />W <br />tr W <br />_ <br />- _____-_ <br />3.6 <br />I <br />x <br />3.6 U <br />o <br />z <br />W <br />/ <br />� r <br />______ _____-___ <br />X LINE <br />--------- �------ a <br />a <br />50 25 <br />❑O ��-_ <br />J <br />-� <br />51 <br />+ ROUTE 132 <br />52 <br />� <br />+46.5 m <br />\ <br />o� <br />- <br />.� <br />TYPESV <br />___ <br />B <br />TYPE5111 (L) <br />I <br />+ <br />uF <br />____-____-____-____ <br />_-____ ____-__-____-_____-____- <br />____-____-_________- <br />-�S�_____-___ <br />TYPE V <br />� <br />� <br />25 <br />_ _TYPE III�R) - _ - _ <br />y_ - E <br />SPACED AT 8 m <br />__ <br />____ <br />_s <br />- _ - _ - _ - <br />_ - _ - _ <br />- <br />- - - - - - - <br />-� <br />- <br />o <br />� <br />S <br />- - - - - - - - - F � - <br />m <br />� <br />_-__ <br />`�� � �TYPE_V ARROW <br />\\\\ <br />/ <br />// \) <br />i <br />x <br />� <br />r/ `\ jTYPE III ZZ ARROW <br />� <br />a <br />`o <br />\ <br />\1 <br />/ <br />E <br />E <br />\\ <br />II _ <br />I � <br />i <br />\ <br />I / <br />I I / <br />o <br />MATCH LINE SEE SHEET SC -14 <br />w� <br />� <br />s <br />� <br />TRAFFIC <br />WORK <br />0.9 3.6 3.6 3.6 1.2 <br />� <br />c <br />�A <br />SHIFT TRAFFIC <br />SOUTH DURING CONSTRUCTION OF �E <br />CLOSE EASTBOUND RIGHT SHOULDER DURING <br />ZONE <br />Rk THRU Lt <br />TURN TURN <br />N <br />TEMPORARY <br />TRAFFIC SCREEN <br />WETBOUND FACILITIES <br />TEMPORARY PAVEMENT CONSTRUCTION <br />REVISED SHEET <br />o <br />z <br />�B <br />MAINTAIN ONE <br />LANE FOR LOCAL TRAFFIC DURING ❑F <br />CLOSE LANE DURING CONSTRUCTION OF <br />- ----� --- <br />ALL DIMENSIONS ARE IN METERS <br />EASTBOUND ON-RAMP AND AUXILIARY LANE <br />L_____� <br />UNLESS OTHERWISE SHOWN <br />� <br />CONSTRUCTION <br />OF VERNALIS ROAD <br />0.3 <br />STAGE CONSTRUCTION AND <br />� <br />C <br />❑ <br />SHIFT WESTBOUND ROUTE 132 THROUGH LANE G <br />❑ <br />MAINTAIN ONE LANE OF TRAFFIC FOR VERNALIS ROAD <br />TEMPORARY RAILING <br />o 0 <br />SOUTH <br />DURING CONSTRUCTION OF TEMPORARY PAVEMENT AND <br />(TYPE K) PIN <br />TRAFFIC HANDLING PLAN <br />• <br />� <br />VERNALIS ROAD. FLAGGER CONTROL REQUIRED <br />sEcnoN a -B <br />cco No. o>lo <br />(STAGE I PHASE IU <br />MAINTAIN EXISTING <br />TRAFFIC PATTERNS <br />NO SCALE <br />' <br />o <br />� <br />SCALE: 1:500 <br />i; <br />= <br />i <br />SC -10r <br />�� <br />THIS PLAN ACCURATE <br />FOR STAGE CONSTRUCTION <br />AND TRAFFIC HANDLING ONLY. <br />3a <br />BORDER LAST <br />REVISED <br />3/1/2007 <br />RELATIVE BDRDER SCALE <br />O 2D aD <br />60 eO <br />DRAWN BY: CSN <br />CU 06257 <br />EA 2A7801 <br />IS IN MILLIMETERS <br />I i I i I i <br />I i I <br />pWG FILE 2155CDS.OWg <br />
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