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ABBREVIATION DESCRIPTION
<br />A AREA
<br />AB AGGREGATE BASE
<br />ABN ABANDON
<br />AC ASPHALT CONCRETE
<br />ADJ ADJUST
<br />AG AGRICULTURAL
<br />ALT ALTERNATIVE
<br />ANG ANGLE
<br />APPROX APPROXIMATE
<br />ARV AIR RELEASE VALVE
<br />AVE AVERAGE / AVENUE
<br />AWR ALL WEATHER ROAD
<br />BC BEGIN HORIZONTAL CURVE
<br />BG BEGIN
<br />BK BACK
<br />BKF BACKFILL
<br />BLDG BUILDING
<br />BM BENCH MARK
<br />BO BLOW OFF
<br />BVC BEGIN VERTICAL CURVE
<br />BW BACK OF WALK / BARBED WIRE
<br />C/C CENTER TO CENTER
<br />CALC CALCULATE
<br />CB CATCH BASIN
<br />CF CUBIC FOOT
<br />CHNL CHANNEL
<br />CIP CAST IRON PIPE / CAST IN PLACE
<br />CIPCP CAST IN PLACE CONCRETE PIPE
<br />CL CENTERLINE / CHAIN LINK / CLASS
<br />CLR CLEAR / CLEARANCE
<br />CMP CORRUGATED METAL PIPE
<br />CMU CONCRETE MASONRY UNIT
<br />CO CLEAN OUT
<br />CONC CONCRETE
<br />COND CONDUIT
<br />CONST CONSTRUCTION
<br />CORD COORDINATE
<br />CORP U.S. CORPS OF ENGINEERS
<br />CR CURB RETURN / CREEK
<br />CRSP CONCRETE ROCK SLOPE PROTECTION
<br />CTS CATHODIC TEST STATION
<br />CU CUBIC
<br />CULV CULVERT
<br />CY CUBIC YARD
<br />D DEPTH / DIAMETER
<br />DBL DOUBLE
<br />DEG DEGREE
<br />DET DETAILS
<br />DF DOUGLAS FUR
<br />DFL DITCH FLOW UNE
<br />DG DECOMPOSED GRANITE
<br />DI DROP INLET
<br />DIA DIAMETER
<br />DIFF DIFFERENCE
<br />DIP DUCTILE IRON PIPE
<br />DIST DISTANCE
<br />DN DOWN
<br />DR DRAIN OR DRIVE
<br />DWG DRAWING
<br />DWY DRIVEWAY
<br />(E) EXISTING
<br />E EAST / EASTING
<br />EA EACH
<br />EC END HORIZONTAL CURVE
<br />EG EXISTING GRADE / FOR EXAMPLE
<br />EL ELEVATION
<br />ELEC ELECTRICAL
<br />EMB EMBANKMENT
<br />EP EDGE OF PAVEMENT
<br />ER END OF RETURN
<br />ES EDGE OF SHOULDER
<br />ESMT EASEMENT
<br />EVC END VERTICAL CURVE
<br />EXC EXCAVATION
<br />EXIST EXISTING
<br />EXP JT EXPANSION JOINT
<br />F & C FRAME AND COVER
<br />F & G FRAME AND GRATE
<br />FD FOUND
<br />FDN FOUNDATION
<br />FG FINISHED GRADE
<br />FH FIRE HYDRANT
<br />FL FLOW LINE
<br />FS FORESIGHT OR FINISHED SURFACE
<br />FT FOOT / FEET
<br />FTG FOOTING
<br />FW FLOODWALL
<br />G GAS
<br />GALV GALVANIZED
<br />GB GRADE BREAK
<br />GI GALVANIZED IRON
<br />GL GRADEUNE OR GROUND LINE
<br />GR GRADE / GRATE / GUARD RAILING
<br />GRND GROUND
<br />GSP GALVANIZED STEEL PIPE
<br />H HEIGHT
<br />HORIZ HORIZONTAL
<br />HP HINGE POINT OR HORSE POWER
<br />HW HEADWALL
<br />HWY HIGHWAY
<br />IB IMPORTED BORROW
<br />INCL INCLUDE
<br />ID INSIDE DIAMETER
<br />1 pW-GLI-GVVV
<br />U
<br />ABBREVIATION DESCRIPTION
<br />ABBREVIATION DESCRIPTION
<br />IE INVERT ELEVATION
<br />IN INCH
<br />INTX INTERSECTION
<br />INV INVERT
<br />IP IRON PIPE
<br />IR IRON ROD
<br />IRR IRRIGATION
<br />JP JOINT POLE
<br />JS JUNCTION STRUCTURE
<br />JT JOINT
<br />L LENGTH / LEFT
<br />LAT LATITUDE
<br />LB POUND
<br />LD LANDSCAPE DRAIN
<br />LEV LEVEL
<br />LF LINEAR FOOT
<br />LN LANE
<br />LOC LOCATION
<br />LOL LAYOUT LINE
<br />LON LONGITUDE
<br />LS LUMP SUM
<br />LT LEFT
<br />LYT LAYOUT
<br />M METER
<br />MATL MATERIAL
<br />MAX MAXIMUM
<br />MEAS MEASURE
<br />MED MEDIAN
<br />MH MANHOLE
<br />MI MILES
<br />MID MIDDLE
<br />MIN MINIMUM
<br />MISC MISCELLANEOUS
<br />MKR MARKER
<br />MN MAIN
<br />MOD MODIFIED
<br />MON MONUMENT
<br />MSNRY MASONRY
<br />MTL MATERIAL
<br />MTR METER
<br />NN) NEW
<br />NORTH / NORTHING
<br />N/A NOT APPLICABLE
<br />NAPOTS NOT A PART OF THIS SURVEY
<br />NAT NATURAL
<br />NB NORTHBOUND
<br />NE NORTHEAST
<br />NGS NATIONAL GEOLOGIC SURVEY
<br />NIC NOT IN CONTRACT
<br />NO NUMBER
<br />NORM NORMAL
<br />NTS NOT TO SCALE
<br />NW NORTHWEST
<br />OC ON CENTER / OVERCROSSING
<br />OFF OFFSET
<br />OG ORIGINAL GROUND
<br />OH OVERHEAD
<br />ORIG ORIGINAL
<br />OUT OUTLET
<br />PB PULL BOX
<br />PBM PRECISE BENCH MARK
<br />PC POINT ON CURVE / PORTLAND CEMENT
<br />PCC POINT OF COMPOUND CURVE
<br />PCP PERFORATED CONCRETE PIPE
<br />PCVC POINT OF COMPOUND VERTICAL CURVE
<br />PERP PERPENDICULAR
<br />PG PROFILE GRADE
<br />PI POINT OF INTERSECTION
<br />PL PROPERTY LINE / PLATE
<br />POB POINT OF BEGINNING
<br />POC POINT ON HORIZONTAL CURVE
<br />POT POINT ON TANGENT
<br />POVC POINT ON VERTICAL CURVE
<br />PP POWER POLE
<br />PRC POINT OF REVERSE CURVE
<br />PRI PRIMARY
<br />PRVC POINT OF REVERSE VERTICAL CURVE
<br />PT POINT
<br />PUE PUBLIC UTILITY EASEMENT
<br />PVC POLYVINYL CHLORIDE
<br />PVMT PAVEMENT
<br />R RADIUS / RADIAL / RIGHT
<br />R&D REMOVE AND DISPOSE
<br />RB REBAR
<br />RCP REINFORCED CONCRETE PIPE
<br />RD ROAD
<br />REF REFERENCE
<br />REINF REINFORCED / REINFORCING
<br />REL RELOCATE / RELOCATED
<br />REM REMOVABLE / REMOVED
<br />RET REVISION
<br />REV REVISED
<br />RND ROUND
<br />RP REFERENCE POINT
<br />RR RAILROAD
<br />RSP ROCK SLOPE PROTECTION
<br />RT RIGHT / ROUTE
<br />RVS REVERSE
<br />RW RIGHT—OF—WAY / RETAINING WALL
<br />S SLOPE / SOUTH
<br />S/M SELECTED MATERIAL
<br />SALV SALVAGE
<br />SB SOUTHBOUND / SLIP BASE (SIGNAL)
<br />SBM STANDARD BENCH MARK DISK
<br />SCH SCHEDULE
<br />SD STORM DRAIN
<br />SDG SOUNDING
<br />SDMH STORM DRAIN MANHOLE
<br />SE SOUTHEAST
<br />SEC SECTION
<br />SEP SEPARATION
<br />SF SQUARE FOOT
<br />SFN SEARCH FOUND NOTHING
<br />SG SUBGRADE
<br />SGL SINGLE
<br />SHLD SHOULDER
<br />SHT SHEET
<br />SIG SIGNAL
<br />SL SEA LEVEL / SECTION LINE
<br />SM SELECTED MATERIAL
<br />SMH SANITARY SEWER MANHOLE
<br />SP STAND PIPE / SERVICE POINT
<br />SPEC SPECIAL / SPECIFICATION
<br />SPK SPIKE
<br />SQ SQUARE
<br />SQFT SQUARE FOOT
<br />SQYD SQUARE YARD
<br />SS SANITARY SEWER
<br />ST STREET
<br />STA STATION
<br />STD STANDARD
<br />STK STAKE
<br />STL STEEL
<br />STOR STORAGE
<br />STIR STRUCTURE
<br />STIR GR STRAIGHT GRADE
<br />SURF SURFACING
<br />SW SIDEWALK / SOUTHWEST
<br />SWR SEWER
<br />SY SQUARE YARD
<br />SYS SYSTEM
<br />T SEMI—TANGENT
<br />TAN TANGENT
<br />TB THRUST BLOCK
<br />TBM TEMPORARY BENCH MARK
<br />TC TOP OF CURB
<br />TCB TRAFFIC CONTROL BOX
<br />TEL TELEPHONE
<br />TEMP TEMPORARY
<br />TFW TOP OF FLOODWALL
<br />TG TOP OF GRATE
<br />TH TEST HOLE
<br />TMBR TIMBER
<br />TOT TOTAL
<br />TP TURNING POINT
<br />TRANS TRANSITION
<br />TRW TOP OF RETAINING WALL
<br />TYP I TYPICAL
<br />TYP SEC TYPICAL SECTION
<br />UD UNDERDRAIN
<br />UGRD UNDERGROUND
<br />UNMKD UNMARKED
<br />UP UNDERPASS / UTILITY POLE
<br />USA UNDERGROUND SERVICE ALERT
<br />USC&GS UNITED STATES COAST & GEODETIC SURVEY
<br />USGS UNITED STATES GEODETIC SURVEY
<br />UTL UTILITY
<br />V VALVE
<br />VAL VALLEY
<br />VAR VARIABLE
<br />VB VALVE BOX
<br />VC VERTICAL CURVE
<br />VCP VITRIFIED CLAY PIPE
<br />VERT VERTICAL
<br />VLT VAULT
<br />VM VALVE & METER
<br />VOL VOLUME
<br />VP VENT PIPE
<br />VPI VERTICAL POINT OF INTERSECTION
<br />W WEST / WIDTH
<br />W/ WITH
<br />W/0 WITH OUT
<br />WB WESTBOUND
<br />WD WOOD
<br />WH WEEP HOLE
<br />WK WALK
<br />WL WATER METER
<br />WM WIRE MESH
<br />WP WATER PUMP / WEATHER PROOF
<br />WRG WIRING
<br />WS WATER SURFACE
<br />WV WATER VALVE
<br />WWF WELDED WIRE FABRIC
<br />XFMR TRANSFORMER
<br />XING CROSSING
<br />YR YEAR
<br />XS CROSS SECTION
<br />YD YARD
<br />& AND
<br />PER
<br />% PERCENT
<br />FEET
<br />" INCHES
<br />X BY
<br />® AT
<br />CHECKED BY: rJ*^�^ -- 7/1/17
<br />TE
<br />,��CC _, QD,A/
<br />ORIGINAL SCALE IN INCHES SENIOR ENGINEER: r"� �.G{ _5(1Lt7
<br />FOR REDUCED PLAN "' DATE
<br />7/�
<br />APPROVAL RECOMMENDED: f 7
<br />0 1 2 3 DATE
<br />GENERAL NOTES
<br />1. ALL NEW IMPROVEMENTS SHALL BE IN ACCORDANCE WITH THE
<br />REQUIREMENTS OF THESE PLANS AND SPECIFICATIONS, THE LATEST
<br />EDITION OF THE COUNTY OF SAN JOAQUIN STANDARDS
<br />AND THE STATE OF CALIFORNIA DEPARTMENT OF TRANSPORTATION
<br />(CALTRANS) STANDARD SPECIFICATIONS AND PLANS (1992).
<br />2. THE INTENT IS THAT THESE PLANS REQUIRE ALL LABOR AND MATERIALS
<br />(EXCEPT AS SPECIFIED) NECESSARY AND PROPER FOR THE WORK
<br />CONTEMPLATED AND THAT THE WORK BE COMPLETED IN ACCORDANCE
<br />WITH THEIR TRUE INTENT AND PURPOSE. CONTRACTOR SHALL NOTIFY
<br />ENGINEER IMMEDIATELY REGARDING ANY DISCREPANCIES AND AMBIGUITIES
<br />WHICH MAY EXIST IN THE PLANS OR SPECIFICATIONS. IF THE PIANS
<br />DESCRIBE PORTIONS OF THE WORK IN GENERAL TERMS BUT NOT IN COMPLETE
<br />DETAIL, IT IS UNDERSTOOD THAT ONLY THE BEST GENERAL PRACTICE IS TO
<br />PREVAIL AND THAT ONLY MATERIALS AND WORKMANSHIP OF THE FIRST
<br />QUALITY ARE TO BE USED.
<br />3. THE TYPES, LOCATION, SIZES AND/OR DEPTHS OF EXISTING UNDERGROUND
<br />UTILITIES AS SHOWN ON THESE PLANS WERE OBTAINED FROM "OUTSIDE
<br />SOURCES". CONTRACTOR IS CAUTIONED THAT ONLY ACTUAL EXCAVATION
<br />WILL REVEAL THE TYPES, EXTENT, SIZES, LOCATION, AND DEPTHS OF SUCH
<br />UNDERGROUND UTILITIES; HOWEVER, KJELDSEN, SINNOCK & NEUDECK INC.
<br />CAN ASSUME NO RESPONSIBILITY FOR THE COMPLETENESS OR ACCURACY OF
<br />ITS DELINEATION OF SUCH UNDERGROUND UTILITIES WHICH MAY BE
<br />ENCOUNTERED BUT WHICH ARE NOT SHOWN ON THESE DRAWINGS.
<br />4. CONTRACTOR SHALL BE RESPONSIBLE FOR VERIFYING THE LOCATION OF
<br />ALL EXISTING UNDERGROUND UTILITIES AND SHALL CONTACT THE RESPECTIVE
<br />UTILITY COMPANIES PRIOR TO COMMENCEMENT OF WORK. CONTRACTOR SHALL
<br />BE RESPONSIBLE FOR THE LOCATION AND PRESERVATION OF ALL SUCH
<br />FACILITIES IN THE AREA OF CONSTRUCTION, AND SHALL NOTIFY UTILITY
<br />COMPANIES TWENTY-FOUR HOURS IN ADVANCE OF ANY CONSTRUCTION.
<br />(UNDERGROUND SERVICE5. CONTRACTOR'S ATTENTION ALERTIS( 800DIRECTED TOOSECTION 1540 (A)(1) OF THE
<br />CONSTRUCTION SAFETY ORDERS (TITLE 8 CALIFORNIA ADMINISTRATION CODE
<br />SECTION 1540), ISSUED BY THE OCCUPATIONAL SAFETY AND HEALTH
<br />STANDARDS BOARD PURSUANT TO THE CALIFORNIA OCCUPATIONAL SAFETY
<br />AND HEALTH ACT OF 1973, AS AMENDED, WHICH STATES:
<br />PRIOR TO OPENING AN EXCAVATION, EFFORT SHALL BE MADE TO DETERMINE
<br />WHETHER UNDERGROUND INSTALLATION: I.E., SEWER, WATER, FUEL, ELECTRIC
<br />LINES, ETC., WILL BE ENCOUNTERED AND, IF SO, WHERE SUCH UNDERGROUND
<br />INSTALLATIONS ARE LOCATED. WHEN THE EXCAVATION APPROACHES THE
<br />APPROXIMATE LOCATION OF SUCH AN INSTALLATION, THE EXACT LOCATION
<br />SHALL BE DETERMINED BY CAREFUL PROBING OR AND DIGGING; AND WHEN IT
<br />IS UNCOVERED, ADEQUATE PROTECTION SHALL BE PROVIDED FOR THE EXISTING
<br />INSTALLATION. ALL KNOWN OWNERS OF UNDERGROUND FACILITIES IN THE
<br />AREA CONCERNED SHALL BE ADVISED OF PROPOSED WORK AT LEAST 48 HOURS
<br />PRIOR TO THE START OF ACTUAL EXCAVATION.
<br />6. CONTRACTOR SHALL PROVIDE SHORING, BRACING, SLOPING OR PROVISIONS
<br />TO PROTECT WORKMEN FOR ALL AREAS TO BE EXCAVATED TO A DEPTH OF FIVE
<br />FEET OR MORE. SAID PROTECTION TO BE DONE IN ACCORDANCE WITH THE
<br />REQUIREMENTS OF LOCAL, STATE, AND FEDERAL REGULATIONS (CAL -OSHA, OSHA).
<br />7. CONTRACTOR SHALL BE RESPONSIBLE FOR COORDINATION OF THE REMOVAL
<br />AND/OR RELOCATION OF ALL EXISTING UTILITIES WITH RESPECTIVE UTILITY
<br />COMPANIES.
<br />8. ASBESTOS CEMENT MATERIALS SHALL NOT BE USED IN THE CONSTRUCTION OF
<br />ANY FACILITIES WITHIN THIS PROJECT.
<br />9. CONTRACTOR SHALL BE RESPONSIBLE FOR MATCHING EXISTING SURROUNDING
<br />LANDSCAPE AND OTHER IMPROVEMENTS WITH A TRANSITION IN PAVING, CURBS,
<br />GUTTERS. SIDEWALKS, GRADES, ETC., AND TO AVOID ANY ABRUPT OR APPARENT
<br />CHANGES IN CROSS SLOPES, LOW SPOTS OR HAZARDOUS CONDITIONS.
<br />10. ENGINEER ASSUMES NO RESPONSIBILITY FOR FINAL GRADE OF CONCRETE
<br />UNLESS FORMS ARE CHECKED BY THE ENGINEER PRIOR TO ANY CONCRETE PLACEMENT.
<br />11. CONTRACTOR SHALL BE HELD RESPONSIBLE FOR ANY FIELD CHANGES MADE
<br />WITHOUT WRITTEN AUTHORIZATION FROM ENGINEER.
<br />12. CONTRACTOR SHALL PROVIDE ALL LIGHTS, SIGNS, BARRICADES, FLAGMEN, OR
<br />OTHER DEVICES NECESSARY TO PROVIDE FOR PUBLIC SAFETY IN ACCORDANCE WITH
<br />THE CITY OF STOCKTON. CALTRANS, AND CAL -OSHA SPECIFICATIONS.
<br />13. CONTRACTOR SHALL BE RESPONSIBLE FOR ANY DAMAGE TO THE SITE AND
<br />SURROUNDING AREAS RESULTING FROM OPERATIONS PRIOR TO ACCEPTANCE OF
<br />CONTRACTOR'S WORK.
<br />14. DURING CONSTRUCTION CONTRACTOR SHALL MAINTAIN THE INTEGRITY OF
<br />EXISTING FACILITIES. CONTRACTOR IS RESPONSIBLE TO REPAIR, TO THE
<br />SATISFACTION OF THE COUNTY OF SAN JOAQUIN. ANY FACILITIES DAMAGED
<br />DURING CONSTRUCTION AT NO COST TO THE COUNTY.
<br />15. WHERE EXISTING FENCES ARE TO BE REMOVED FOR CONSTRUCTION
<br />PURPOSES, CONTRACTOR SHALL REMOVE AND REPLACE THE FENCING IN KIND.
<br />WHERE THE EXISTING FENCE IS USED FOR PROPERTY SECURITY AND/OR
<br />CONTAINMENT, CONTRACTOR SHALL ERECT TEMPORARY FENCING DURING
<br />(NOT SHOWN ON PLANS) CONSTRUCTION AS SHOWN HERON OR AS DIRECTED
<br />BY THE OWNERS REPRESENTATIVE.
<br />16. THE PROJECT ROUGH GRADING IS NOT INTENDED TO BALANCE. THE
<br />CONTRACTOR IS RESPONSIBLE FOR ANY IMPORT AND/OR OFF HAUL TO BALANCE
<br />THE SITE.
<br />17. ENGINEER SHALL PREPARE "RECORD DRAWINGS" OF IMPROVEMENTS FROM
<br />CONTRACTOR PROVIDED "REDLINE DRAWINGS".
<br />18. CONTRACTOR SHALL POSSESS A CLASS A LICENSE AT THE TIME
<br />THIS CONTRACT IS AWARDED.
<br />19. THE CONTRACTOR SHALL ONLY DO WORK WITHIN THE STREAM ZONE DURING
<br />PERIODS OF LOW STREAM FLOW AND DRY WEATHER AND SHALL BE CONFINED
<br />TO THE PERIOD OF APRIL 15 TO NOVEMBER 15.
<br />20. CONTRACTOR SHALL ABIDE BY THE STREAMBED ALTERATION AGREEMENT
<br />CONTAINED AS AN APPENDIX WITHIN THE SPECIFICATIONS.
<br />} BENCH MARK
<br />SYMBOL
<br />DESCRIPTION
<br />WORK POINT OR
<br />BENCH MARK
<br />DETAIL INDICATOR
<br />t DETAIL IDENTIFICATION NUMBER
<br />2 3 SHEET WHERE DETAIL IS SHOWN
<br />SHEET DETAIL IS TAKEN FROM
<br />REVISION
<br />1Q REVISION NUMBER
<br />SECTION INDICATOR
<br />t SECTION IDENTIFICATION NUMBER
<br />2 3 SHEET WHERE SECTION IS DRAWN
<br />SHEET SECTION IS TAKEN FROM
<br />NOTE INDICATOR
<br />NOTE NUMBER AS INDICATED
<br />NEW
<br />f
<br />EXISTING
<br />DESCRIPTION
<br />GATE
<br />FENCE
<br />GUARD RAIL / BARRICADE
<br />A LIGHT
<br />o"" MAINTENANCEHOLE
<br />o • UTILITY POLE
<br />POST / BOLLARD
<br />SIGN
<br />o CONTROL MONUMENT
<br />20.9 SPOT ELEVATION
<br />0 UTILITY BOX
<br />STORM DRAIN LINE
<br />(ARROW DEPICTS FLOW DIRECTION)
<br />T� SANITARY SEWER LINE
<br />(ARROW DEPICTS FLOW .DIRECTION)
<br />42"W WATER UNE
<br />G GAS UNE
<br />T COMMUNICATION LINE
<br />BRASS DISK MARKING CITY OF STOCKTON TRAVERSE CONTROL
<br />MONUMENT STAMPED "2N-11" IN MONUMENT BOX IN THE
<br />TRAFFIC ISLAND IN THE CENTER OF WEST LANE AT THE RECORD p
<br />SOUTHEAST CORNER OF THE SOUTHBOUND BRIDGE OVER THE RAWI N U _
<br />CALAVERAS RIVER. ITS NORTHING/EASTING IS 2184807.01/6334886.17
<br />& ITS ELEV = 28.56. NGVD 1929 DATUM, 1996 COS ADJUSTMENT. Corrections By
<br />No Changes By
<br />Date 3ltlly��
<br />A
<br />Ry Person Using This Drawing Should VprlfyNOTE: r
<br />CONTRACTOR SHALL ABIDE BY THE NATIONWIDE PERMIT NO. 12 DOCUMENTATION nfnrmatl0n By InSpeCllng The Site Of WOIk L
<br />CONTAINED AS AN APPENDIX WITHIN THE SPECIFICATIONS.
<br />DOW I a/
<br />K KJELDSEN.
<br />S SINNOCK
<br />N NEUDECK
<br />INC. Consulting Engineers
<br />and Land Surveyors
<br />Post Office Box 844
<br />1113 W. Fremont Street
<br />Stockton, CA 95201-0844
<br />(209) 946-0268
<br />OH ELECTRICAL LINE
<br />C CONDUIT
<br />SWALE / DITCH
<br />WEST LANE HEIGHTS
<br />PUMPING PLANT EXPANSION
<br />LEGEND & GENERAL NOTES
<br />DEPARTMENT OF PUBLIC WORKS
<br />CITY OF STOCKTON, CALIFORNIA
<br />NO SCALE APPROVED BY:
<br />D BY: MRC DA� SHEET N0,
<br />2
<br />BY: JSW OF 6 SHTS
<br />BY: KLK PROJEG:T N0.
<br />�,,�y� CITY ENGINEER
<br />DWG: A n" ' STOCKTON, CALIF.
<br />399/. iC
<br />0
<br />E
<br />0
<br />
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