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<br />MRO ENGINEERS INC. AND COUNTY OF SAN
<br />ZN
<br />JOAQUIN OR ITS OFFICERS OR AGENTS SHALL NOT
<br />v
<br />BE RESPONSIBLE FOR THE ACCURACY OR
<br />COMPLETENESS OF ELECTRONIC COPIES OF THIS
<br />-
<br />COUNTY
<br />OF SAN JOAQUIN
<br />PLAN SHEET.
<br />DEPARTMENT
<br />OF PUBLIC WORKS
<br />STOCKTON, CALIFORNIA
<br />PROJECT PLANS FOR
<br />ABBREVIATIONS _
<br />..... .IANS „.
<br />(IN ADDITION TO USITING IN STD. PLANS A10A) W1 SON w., AY BRID,G
<br />(E) EXISTING COUNTY F QUIN -
<br />-1 ITAT'10jvL1
<br />SUBMITTED BY: _ " " _
<br />EGR EDGE OF GRAVEL ROAD TH16MA �R. F9NN I�C.E. 233, 1 +
<br />ESA ENVIRONMENTAL SENSITIVE AREA N09 29C�048 R ABI DIRECTOR OF PUBLIC WORKS
<br />LEGEND:
<br />DESCRIPTION
<br />POLYESTER CONCRETE OVERLAY
<br />ASPHALT CONCRETE PAVEMENT
<br />GRAVEL ROAD / DRIVEWAY
<br />CONCRETE SIDEWALK & STRUCTURE APPROACH
<br />CRASH CUSHION QUADGUARD SYSTEM
<br />ROW
<br />CENTERLINE
<br />CURB & AC DIKE
<br />DRAINAGE DITCH
<br />EP
<br />EXISTING
<br />f
<br />i
<br />SLOPES Y
<br />FENCE
<br />STEEL POST
<br />MAJOR CONTOURS
<br />O a_ Cl C, C C,
<br />CONSTRUCT
<br />N
<br />i
<br />Iiflllll
<br />ACROSS STOCKTON DIVERTING CANAL
<br />FEDERAL AID PROJECT NUMBER BHLS 5929(119)
<br />TO BE SUPPLEMENTED BY STANDARD PLANS DATED JULY 2002
<br />EIGHT
<br />cREEa '� \
<br />1
<br />MOSHER SLOUGH
<br />MILE RD.I dr i ROAD
<br />s�
<br />—
<br />i—
<br />I — —
<br />V)
<br />!
<br />w
<br />11, 3:
<br />PROJECT
<br />LOCATION
<br />STOCKTON
<br />MORADA
<br />1 7'
<br />J
<br />HAMMER �LN
<br />w�
<br />I
<br />"'i RD
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<br />INDEX OF SHEETS
<br />1 TITLE SHEET
<br />2 GRADING PLAN
<br />3 ACCESS ROAD TYPICAL SECTION & PROFILE,
<br />AND PAVEMENT CONFORMING DETAILS
<br />4 STRIPING PLAN
<br />5 CONSTRUCTION STAGING PLAN =
<br />6 CONSTRUCTION AREA SIGNS
<br />7 GENERAL PLAN
<br />8 CONSTRUCTION STAGING
<br />9 DEMOUTION & EARTHWORK PLAN
<br />10 DECK CONTOURS
<br />11 FOUNDATION PLAN
<br />12 ABUTMENT LAYOUT
<br />13 ABUTMENT DETAILS NO. 1
<br />14 ABUTMENT DETAILS NO. 2 -
<br />15 BENT DETAILS
<br />16 TYPICAL SECTION
<br />17 SLAB REINFORCEMENT
<br />18 SLAB REINFORCEMENT DETAILS
<br />19 HINGE REMOVAL AND CONCRETE REPAIR DETAILS
<br />20 STRUCTURE APPROACH MISCELLANEOUS DETAILS
<br />21 STRUCTURE APPROACH DRAINAGE DETAILS
<br />22 AS —BUILT LOG OF TEST BORINGS
<br />MINOR CONTOURS — _---- - ---___
<br />` STANDARD PLANS DATED JULY 200
<br />SIGN 2
<br />N ! / v pp o �° a�
<br />o GATE VALVE C=� ti P� OPT ,A Al GAL ABBREVIATIONS AND ACRONYMS
<br />o
<br />C1.1 -- --- ♦ �t ter. �/ A106 SYMBOLS
<br />TREE \ - t pN r
<br />__
<br />N o A20A PAVEMENT MARKERS AND TRAFFIC LINES TYPICAL DETAILS
<br />,r % i st 51 7- � A20B PAVEMENT MARKERS AND TRAFFIC UNES TYPICAL DETAILS
<br />STREET LIGHT A62C UMITS OF PAYMENT FOR EXCAVATION AND BACKFILL—BRIDGE -
<br />��
<br />�'� T3 TEMPORARY RATNG (TYPE K)
<br />3 T12 TRAFFIC CONTROL SYSTEM FOR LANE CLOSURE ON MULTILANE
<br />WATER UNE - - - - - -- - 'sr' -- - - -- N,pY�N' �1 oR CONVENTIONAL HIGHWAYS
<br />ELECTRIC UNE y^ 130-1 BRIDGE DETAILS
<br />a 130-3 BRIDGE DETAILS -
<br />o TELEPHONE UNE — - -- - -_ -- _ _ VICINITY
<br />' A' -�/ /� BO-5 BRIDGE DETAILS
<br />N- Y I C I 1 11 1 MAP 66-21 JOINT SEALS (MAXIMUM MOVEMENT RATING = 50MM (2-1 Z
<br />Z B11-51 TUBULAR HAND RAILING o
<br />Y - NOT TO SCALE B11-54 CONCRETE BARRIER TYPE 26
<br />0 - STD. PLAN a
<br />SHEET NO.
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<br />WILSON WAY BRIDGE NO. 29C-0�48 REHABILITATION M R ® MR°Engineers, Inc. SHEET No. Lu
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