|
A
<br />GENERAL NOTES
<br />1. BENCHMARK ON SAN JOAQUIN COUNTY BRASS CAP IN CONCRETE. LOCATED AT THORNTON ROAD AND KINGDOM ROAD. APPROXIMATELY ON
<br />EAST RIGHT OF WAY OF THORNTON ROAD AND APPROXIMATELY 50' NORTH OF KINGDOM ROAD, AND BEING 5' NORTH OF POWER POLE.
<br />ELEV. = 8.54' STAMPED 2AA-13.6. TBM ON TOP OF IRON ROD AT CENTERLINES OF THORNTON ROAD AND DE BROGGI ROAD.
<br />ELEV. = 11.566.
<br />2. ALL APPLICABLE FEES TO BE PAID AND PERMITS REQUIRED SHALL BE OBTAINED BY THE CONTRACTOR BEFORE COMMFNCEMENT OF
<br />CONSTRUCTION.
<br />3, ALL WORK SHALL CONFORM TO THE COUNTY OF SAN JOAQUIN CONSTRUCTION SPECIFICATIONS AND THE LATEST EDITION OF THE STATE
<br />OF CALIFORNIA DEPARTMENT OF TRANSPORTATION STANDARD SPECIFICATIONS AND APPLICABLE STANDARD PLANS.
<br />4. CONTRACTOR SHALL INSPECT SITE PRIOR TO BIDDING.TM
<br />5. PRIOR TO SUBMITTING A BID, THE CONTRACTOR SHALL PERFORM THE NECESSARY EARTHWORK CALCULATIONS TO OETFRMINF THE AMOUNT
<br />OF CUT AND FILL AND RESULTANT EXCESS OR SHORTAGE OF DIRT ONSITE, AND NOTIFY THE CIVIL ENGINEER OF HIS RESULTS. IT IS
<br />THE CONTRACTOR'S RESPONSIBILITY TO INSURE THAT THE EARTHWORK SHALL BALANCE ONSITE. EXCESS OF DIRT SHALL BE DISTRIBUTED
<br />_i
<br />EVENLY ON ALL'LOTS, AFTER GRADING PLAN HAS BEEN REVISED_TO .ENSURE PROPER DRAINAGE.
<br />6. APPROPRIATE DUST CONTROL TO BE PROVIDED FOR THE ALLEVIATION OR PREVENTION OF A DUST NUISANCE, AT THE CONTRACTOR'S
<br />EXPENSE.
<br />1 7. CONTRACTOR AGREES THAT HE SHALL ASSUME SOLE AND COMPLETE RESPONSIBILITY FOR JOB SITE CONDITIONS DURING THE COURSE OF
<br />CONSTRUCTION OF THIS PROJECT, INCLUDING SAFETY FOR ALL PERSONS AND PROPERTY; THAT THIS REQUIREMENT SHALL APPLY
<br />I CONTINUOUSLY AND NOT BE LIMITED TO NORMAL WORKING HOURS; AND THAT THE CONTRACTOR SHALL DEFEND, INDEMNIFY, AND HOLD
<br />* ,'.` THE CIVIL ENGINEER, THE OWNER HARMLESS FROM ANY AND ALL LIABILITY, REAL OR ALLEGED, IN
<br />.CONNECTION WITH THE .PERFORMANCE OF WORK ON THIS PROJECT.
<br />B. REFER TO THE SUBDIVISION MAP OF THIS SUBDIVISION FOR NECESSARY BOUNDARY AND LOT PROPERTY LINE DATA.
<br />y 9. CONTRACTOR SHALL BE RESPONSIBLE FOR LOCATIONS AND PROTE'CT'ING ALL UNDERGROUND FACILITIES AFFECTED BY THE WORK AND SHALL
<br />CONTACT UNDERGROUND SERVICES ALERT (USA) 48 HOURS PRIOR TO ANY EXCAVATION WORK FOR DETERMINATION AND LOCATION OF
<br />UNDERGROUND UTILITIES. (PHONE 1-800-642-2444).
<br />10. THE EXISTING UNDERGROUND UTILITIES SHOWN WERE PLOTTED FROM EXISTING AVAILABLE RECORDS OBTAINED FROM THE UTILITY COMPANIES.
<br />NEITHER THE OWNER NOR THE CIVIL ENGINEER SHALL BE HELD RESPONSIBLE FOR THE ACCURACY OF SUCH RECORDS AND DO NOT GUARANTEE
<br />THAT ALL UNDERGROUND FACILITIES ARE LOCATED PRECISELY AS SHOWN. PRIOR TO BEGINNING CONSTRUCTION IT SHALL BE THE
<br />CONTRACTORS RESPONSIBILITY TO ASCERTAIN WITH ALL UTILITY COMPANIES THE FIELD LOCATION OF THEIR UNDERGROUND FACILITIES.
<br />ALL KNOWN OWNERS OF UNDERGROUND FACILITIES IN THE AREA CONCERNED SHALL BE ADVISED OF PROPOSED WORK AT LEAST 48 HOURS
<br />PRIOR TO START OF ACTUAL EXCAVATION.
<br />11. CONTRACTOR TO EXPOSE END OF SANITARY SEWER, STORM DRAIN AND WATER LINE FOR CONSULTING, SURVEYOR'S TO VERIFY LOCATION AND
<br />ELEVATION PRIOR TO PLACEMENT OF PIPES. ALL COSTS OF SUCH EXCAVATION AND BACKFILL SHALL'BE INCLUDED IN THE PRICE PAID FOR
<br />VARIOUS ITEMS OF WORK,
<br />12. DILLON ENGINEERING, CIVIL ENGINEERS, SHALL SET ALL SURVEY CONTROLS AND CONSTRUCTION STAKES AS NECESSARY FOR COMPLETION OF'1
<br />WORK. THE CONTRACTOR SHALL BE RESPONSIBLE FOR THE PRESERVATION OF ALL SURVEY AND CONSTRUCTION STAKES. SURVEY AND
<br />CONSTRUCTION STAKES THAT ARE LOST OR DESTROYED DUE TO CONTRACTOR'S NEGLIGENCE WILL BE SET BY THE CIVIL ENGINEER AT THE
<br />.j _._ _CDNTRACTOR'S EXPENSE. GIVIL ENGINEER ASSUMES NO RESPONSIBILITY FOR ANY WORK CONSTRUCTED IF STAKED BY OTHERS.
<br />i
<br />13. CONTRACTOR SHALL GIVE CIVIL ENGINEER A MINIMUM OF 48 HOUR NOTIFICATION PRIOR TO ANY AND ALL STAKING, INCLUDING UTILITIES.
<br />14. -PRIOR TO ANY CORRECTIVE ACTION BY THE CONTRACTOR WHICH IS NECESSARY DUE TO STAKING ERRORS, THE CONTRACTOR SHALL NOTIFY
<br />THE CIVIL ENGINEER FOR RESTAKING AND VERIFICATION OF PREVIOUS STAKING. SHOULD ANY CORRECTIVE WORK BE DONE PRIOR TO
<br />NOTIFICATION, THE CIVIL ENGINEER ASSUMES NO LIABILITY FOR THE COSTS INCURRED FOR THIS WORK.
<br />15. CONTRACTOR SHALL BE HELD RESPONSIBLE FOR ANY FIELD CHANGES MADE WTIHOUT WRITTEN AUTHORIZATION FROM THE CIVIL ENGINEER
<br />OR DIRECTOR. OR OWNER. ,.q^
<br />4
<br />16. PAVEMENT WHICH IS TO BE REMOVED SHALL BE SAWCUT ON A NEAT, STRAIGHT LINE AS SHOWN ON STRUCTURAL SECTION DETAIL.
<br />(ON PADDOCK PLACE, DE BROGGI ROAD,THORNTON ROAD AND HIGHWAY 12.
<br />17. LOT GRADING SHALL BE COMPLETED BEFORE STARTING ANY UNDERGROUND CONSTRUCTION.
<br />18. UPON COMPLETION OF BACKFILL, PRIOR TO PAVING, THE COUNTY MAY INSPECT THE STORM DRAIN AND SANITARY SEWER LINES WITH
<br />CLOSED CIRCUIT TELEVISION EQUIPMENT. DEFECTIVE WORK SHALL BE REPAIRED BY THE CONTRACTOR IN A METHOD APPROVED BY THE
<br />COUNTY PRIOR TO FINAL PAVING. TELEVISION LOGS WILL BE MADE AVAILABLE TO THE CONTRACTOR FOR REVIEW.
<br />19. ALL MANHOLE RIMS, DROP INLET GRATES, SANITARY SEWER CLEAN OUT, WATER VALVE BOX AND SURVEY MONUMENT COVERS SHALL BE
<br />ADJUSTED TO FINISH GRADE TO MATCH THE CROSS SLOPE.
<br />20. TRAFFIC CONTROL ON THORNTON ROAD, PADDOCK PLACE AND DE BROGGI ROAD INTERSECTIONS SkALL BE MAINTAINED DURING THE TIME
<br />OF CONSTRUCTION.
<br />21. ALL TRAFFIC SIGNS AND MARKINGS SHALL CONFORM TO THE MANUAL ON UNIFORM TRAFFIC CONTROL DEVICES AND SAN JOAQUIN COUNTY
<br />STANDARDS.
<br />22. CONTRACTOR AGREES THAT HE SHALL ASSUME SOLE AND COMPLETE RESPONSIBILITY FOR JOB SITE CONDITIONS DURING THE COURSE OF
<br />CONSTRUCTION OF THIS PROJECT, INCLUDING SAFETY OF ALL PERSONS AND PROPERTY; THAT THIS REQUIREMENT SHALL APPLY
<br />CONTINUOUSLY AND NOT BE LIMITED TO NORMAL WORKING HOURS; AND THAT THE CONTRACTOR SHALL DEFEND, INDEMNIFY AND HOLD
<br />HARMLESS, THE COUNTY OF SAN JOAQUIN, ITS ELECTED OFFICIALS, OFFICERS, EMPLOYEES, AND AGENTS FROM ANY AND ALL CLAIMS,
<br />COSTS OF LITIGATION, DAMAGES, AND ATTORNEY'S FEES, FOR PERSONAL INJURY OR PROPERTY DAMAGE OF WHATEVER NATURE WHICH
<br />ARE CLAIMED TO HAVE OCCURRED DURING THE TERM OF THIS PROJECT.
<br />23. COUNTY APPROVAL OF SHEET 34B OF 34 OF THESE IMPROVEMENT PLANS IS LIMITED TO APPROVAL OF THE SCHEMATIC
<br />'DIAGRAM, SITE PLAN AND DESIGN DATA OF THE WASTEWATER TREATMENT PLANS. COUNTY APPROVAL OF THE DESIGN
<br />AND IMPROVEMENT PLANS NECESSARY FOR THE CONSTRUCTION OF THE WASTEWATER TREATMENT PLANS IS SUBJECT TO
<br />SUBSEQUENT REVIEW AND APPROVAL.
<br />- i
<br />NOTE:
<br />DIRECTOR : DIRECTOR OF PUBLIC WORKS, SAN JOAQUIN COUNTY, CA.
<br />CIVIL ENGINEER : DILLON A MURPHY, LODI CA. ( A.K.A. DILLON ENGINEERING )
<br />OR ENGINEER
<br />APPROVED BY THE SAN JOAQUIN COUNTY PUBLIC
<br />HEALTH SERVICES ENVIRONMENTAL SERVICE
<br />DIVISION., &
<br />DATE:
<br />1
<br />IMPROVEMENT PLANS FOR..
<br />TRACT N0. 1750
<br />SADDLE CITY SUBDIVISION
<br />SHEE T NO.
<br />2
<br />3,
<br />4.
<br />5.
<br />6
<br />7
<br />8.
<br />9.
<br />10.
<br />II.
<br />12.
<br />13.
<br />14.
<br />15.
<br />16.
<br />17.
<br />18.
<br />19.
<br />20.
<br />21.
<br />0 22-348
<br />34C
<br />34D .
<br />34E
<br />AF
<br />APPROVED BY THE DELTA FIRE DISTRICT I APPROVED BY WOODBRIDGE IRRIGATION DISTRICT
<br />BY: C �yDDATE �F�q 1 BY 4;49" 0#fl66rj*0 DATE. a' 9• �r
<br />SAN JOAQUIN COUNTY, CALIFORNIA
<br />MAY, 1988
<br />VICINITY MAP
<br />NOT TO SCALE
<br />INDEX OF SHEETS
<br />THORNTON ROAD STA. S. 17 + 48.93 TO STA. S. 31 + 00.00
<br />STATE
<br />TITLE OF DRAWING
<br />12
<br />STA.
<br />165+77.13
<br />TO
<br />STA.
<br />172450.00
<br />STATE
<br />COVER SHEET
<br />12
<br />STA.
<br />172+50.00
<br />TO
<br />STA.
<br />181 + 62.13
<br />EXISTING TOPO, GRADING
<br />81 DRAINAGE
<br />PLAN
<br />BENCH MARK
<br />BO
<br />MONUMENT, STREET
<br />LIGHT, TRAFFIC
<br />SIGN AND STRIPING PLAN
<br />CB
<br />SANITARY SEWER PLAN
<br />C & G
<br />CURB & GUTTER
<br />CONC
<br />CONCRETE
<br />CL OR dL
<br />WATER PLAN
<br />CO
<br />CLEAN OUT
<br />CR
<br />CURB RETURN
<br />CT
<br />COURT
<br />SECTIONS 81 DETAILS
<br />STROM DRAIN
<br />DIA
<br />DIAMETER,
<br />DI
<br />DRAIN INLET
<br />PLAN a PROFILE
<br />DEPARTMENT OF PUBLIC WORKS
<br />DR
<br />DRIVE
<br />EC
<br />END OF CURVE
<br />ELEV
<br />DE BROGGI ROAD
<br />STA,
<br />3�= 00.00
<br />TO
<br />STA.
<br />41+00.00
<br />END OF VERTICAL CURVE
<br />DE BROGGI ROAD
<br />STA.
<br />41+'00.00
<br />TO
<br />STA.
<br />52+00.00
<br />FH
<br />FLAG CITY BOULEVARD
<br />FL OR IL
<br />FLOW LINE
<br />FT
<br />FEET
<br />G
<br />GRADE
<br />GB
<br />STA.
<br />52+00.00
<br />TO
<br />STA.
<br />62+99.84
<br />ID
<br />STAR STREET
<br />IN
<br />INCHES
<br />INV
<br />INVERT ELEVAITON
<br />L
<br />'
<br />LF
<br />STA.
<br />50+ 00.00
<br />TO
<br />STA.
<br />59+00.00
<br />MAX
<br />BANNER STRE-T
<br />MH
<br />MANHOLE
<br />MIN
<br />MINIMUM
<br />MISC
<br />MISCELLANEOUS
<br />H 111JL T ;'^ --
<br />STA.
<br />59+00.00
<br />TO
<br />STA.
<br />69+00.00
<br />BANNER STEET
<br />STA.
<br />69+ 00.00
<br />TO
<br />STA.
<br />74+20.61
<br />REPUBLIC `JAY
<br />9E
<br />-AAL'cE CI T"r DRi&
<br />STA.
<br />80+00.00
<br />TO
<br />STA.
<br />92+00.32
<br />CAPITOL AVENUE
<br />A990GK-PLS^ E
<br />STA.
<br />100+ 00.00
<br />TO
<br />STA.
<br />104+ 15.96
<br />THORNTON ROAD STA. S. 17 + 48.93 TO STA. S. 31 + 00.00
<br />STATE
<br />HIGHWAY
<br />12
<br />STA.
<br />165+77.13
<br />TO
<br />STA.
<br />172450.00
<br />STATE
<br />HIGHWAY
<br />12
<br />STA.
<br />172+50.00
<br />TO
<br />STA.
<br />181 + 62.13
<br />STATE HIGHWAY 12 CROSS SECTION -I
<br />STATE HIGHWAY 12 CROSS SECTION -2
<br />STATE HIGHWAY 12 STRIPiNG PLAN
<br />DETENTION BASIN
<br />SEWER/STORM OUTFALL PI PEL INE
<br />PRESSURE TANK AND WELL SITE
<br />WASTEWATER TREATMENT PLANT SCHEMATIC DIAGRAM
<br />WELL SITE DETAIL
<br />LOT I G�iADI NG AND U � I L' TY PLAN
<br />S7REET NAME CHANGES APPLY TO EACH
<br />SHEET OF 7HESE IMPROVEMENT PLANS:
<br />SAN JOAQUIN COUNTY FIRE WARDEN
<br />BY: ZSCE'�u Q�'� DATE:
<br />ABBREVIATIONS
<br />0
<br />AT
<br />AB
<br />AGGREGATE BASE
<br />AC
<br />ASPHALT CONCRETE
<br />ACP
<br />ASBESTOS CEMENT PIPE
<br />o
<br />ANGLE
<br />ASB
<br />AGGREGATE SUB -BASE
<br />AVE
<br />AVENUE
<br />BC
<br />BEGINNING OF CURVE
<br />BK
<br />BACK
<br />BM
<br />BENCH MARK
<br />BO
<br />BLOW -OFF
<br />BVC
<br />BEGINNING OF VERTICAL CURVE
<br />CB
<br />CATCH BASIN
<br />C & G
<br />CURB & GUTTER
<br />CONC
<br />CONCRETE
<br />CL OR dL
<br />CENTERLINE
<br />CO
<br />CLEAN OUT
<br />CR
<br />CURB RETURN
<br />CT
<br />COURT
<br />D
<br />STROM DRAIN
<br />DIA
<br />DIAMETER,
<br />DI
<br />DRAIN INLET
<br />DPW
<br />DEPARTMENT OF PUBLIC WORKS
<br />DR
<br />DRIVE
<br />EC
<br />END OF CURVE
<br />ELEV
<br />ELEVATION
<br />E
<br />EAST
<br />EP
<br />EDGE OF PAVEMENT
<br />EVC
<br />END OF VERTICAL CURVE
<br />EXIST
<br />EXISTING
<br />FC
<br />FACE OF CURB
<br />FG
<br />FINISH GRADE
<br />FH
<br />FIRE HYDRANT
<br />FL OR IL
<br />FLOW LINE
<br />FT
<br />FEET
<br />G
<br />GRADE
<br />GB
<br />GRADE BREAK
<br />HORIZ
<br />HORIZONTAL
<br />HP
<br />HIGH POINT
<br />ID
<br />INSIDE DIAMETER
<br />IN
<br />INCHES
<br />INV
<br />INVERT ELEVAITON
<br />L
<br />LENGTH OF CURVE
<br />LF
<br />LINEAR FEET
<br />LH
<br />LAMP HOLE
<br />LP
<br />LOW POINT
<br />MAX
<br />MAXIMUM
<br />MH
<br />MANHOLE
<br />MIN
<br />MINIMUM
<br />MISC
<br />MISCELLANEOUS
<br />MON
<br />MONUMENT
<br />P!). 2583P
<br />E:e 12.3#-97
<br />N .
<br />NORTH
<br />NO.
<br />NUMBER
<br />OD
<br />OUTSIDE DIAMETER
<br />OG
<br />ORIGINAL GROUND
<br />PL
<br />PLACE
<br />PL OR IL
<br />PROPERTY LINE
<br />PRC
<br />POINT OF REVERSE CURVE
<br />PVC
<br />POLYVINYL CHLORIDE
<br />PVMT
<br />PAVEMENT
<br />PUE
<br />PUBLIC UTILITIES EASEMENT
<br />PVI
<br />POINT OF VERTICAL CURVE INTERSECTION
<br />R
<br />RADIUS OR RESISTANCE VALUE (SOIL)
<br />RCP
<br />REINFORCED CONCRETE PIPE
<br />RD
<br />ROAD
<br />RP
<br />RETURN POINT OF CURB
<br />R.R.
<br />RAILROAD
<br />R/W
<br />RIGHT OF WAY
<br />S
<br />SLOPE OR SOUTH
<br />SD
<br />STORM DRAIN
<br />SDI
<br />STORM DRAIN INLET
<br />SF
<br />SQUARE FEET
<br />SJ
<br />SAN JOAQUIN COUNTY
<br />ST
<br />STREET
<br />STA
<br />STATION
<br />STD
<br />STANDARD
<br />SW
<br />SIDEWALK
<br />TBM
<br />TEMPORARY BENCH MARK
<br />TC
<br />TOP OF CURB
<br />TG
<br />TOP OF GRATE
<br />TI
<br />TRAFFIC INDEX
<br />TOD
<br />TOP OF DIKE
<br />TVP
<br />TYPICAL
<br />UG
<br />UNDERGROUND
<br />U.S.G.S.
<br />UNITED STATES GEOLOGICAL SURVEY
<br />VC„
<br />VERTICAL CURVE
<br />VCP
<br />VITRIFIED CLAY PIPE
<br />VERT
<br />VERTICAL
<br />W
<br />WATER OR WEST
<br />WV
<br />WATER VALVE
<br />WID
<br />WDOODRIDGE IRRIGATION 015TRIGT
<br />SNS
<br />3TREET NAME 31GQ
<br />FM
<br />FORCE MAIN
<br />TOB
<br />TOP OF BANK
<br />SERVICES
<br />SERVICES PROVIDED BY
<br />SANITARY SEWER COUNTY SERVICE AREA NO. 31
<br />WATER COUNTY SERVICE AREA NO. 31
<br />STORM DRAINAGE COUNTY SERVICE AREA NO. 31
<br />ELECTRIC & GAS P.G. & E.
<br />TELEPHONE PACIFIC BELL
<br />: 800-642-244
<br />': 800-227-26
<br />U. G. ELECTRIC LINE
<br />POLE & OVERHEAD LINE
<br />STREET LIGHT(SEE PLAN)
<br />CURB, GUTTER & SIDEWALK
<br />CONCRETE DRIVEWAY
<br />WHEELCHAIR RAMP
<br />MONUMENTS (FRAMF I COVE
<br />STREET NAME 516114
<br />FENCE
<br />TRAFFIC BARRICADES
<br />R- VALUE LOCATION
<br />SEE SHEEP NO.3
<br />Stop SIGN
<br />RECORD 4RAkWA 46
<br />DILLON & MURPHY
<br />ENGINEERING PLANNING SURVEWNG
<br />1820 W. KETTLEMAN LANE, SUITE E
<br />LODI, CALIFORNIA 95242
<br />(209) 334-6613
<br />SADDLE CITY SUBDIVISION
<br />IMPROVEMENT PLANS
<br />COVER SHEET
<br />DEPARTMENT OF PUBLIC WORKS
<br />SAN JOAQUIN COUNTY, CALIFORNIA
<br />REV. N0. DESCRIPTION DATE SCALE: AS SHOWN
<br />�i 6HECT hlo,'S 4-94 DESIGNED BY! t$...`]'AVIA
<br />�lREET NAME REVI-QMI 3 -ZZ -9S DRAWN BY: p
<br />CHECKED BY: 5UNIL Y--A0-AV-
<br />AS
<br />ADM/AS BUILT BY: 5-95
<br />APPROVEDBY.• QS
<br />DATE:
<br />HENRY M III RAT R.0 . N0.21258
<br />DIRECTOR OF PUBLIC WORKS
<br />SAN JOAQUIN COUNTY, CALIF
<br />SHEET N0.
<br />pF3H3
<br />O
<br />BBEOETSS
<br />LEGEND
<br />EXISTING
<br />-5D -
<br />PROPOSED
<br />so
<br />STORM DRAIN
<br />EXISTING
<br />PROPOSED
<br />STORM DRAIN INLET
<br />0
<br />MANHOLE
<br />SANITARY SEWER
<br />SS CLEANOUT
<br />SANITARY SEWER SERVICEyj
<br />-W -
<br />--I
<br />WATER
<br />p
<br />mo--
<br />--►t--
<br />WATER VALVE
<br />a-
<br />_�
<br />FIRE HYDRANT
<br />BLOW OFF
<br />R'1
<br />w;
<br />WATER METER
<br />- - - -
<br />PROPERTY
<br />SERVICES
<br />SERVICES PROVIDED BY
<br />SANITARY SEWER COUNTY SERVICE AREA NO. 31
<br />WATER COUNTY SERVICE AREA NO. 31
<br />STORM DRAINAGE COUNTY SERVICE AREA NO. 31
<br />ELECTRIC & GAS P.G. & E.
<br />TELEPHONE PACIFIC BELL
<br />: 800-642-244
<br />': 800-227-26
<br />U. G. ELECTRIC LINE
<br />POLE & OVERHEAD LINE
<br />STREET LIGHT(SEE PLAN)
<br />CURB, GUTTER & SIDEWALK
<br />CONCRETE DRIVEWAY
<br />WHEELCHAIR RAMP
<br />MONUMENTS (FRAMF I COVE
<br />STREET NAME 516114
<br />FENCE
<br />TRAFFIC BARRICADES
<br />R- VALUE LOCATION
<br />SEE SHEEP NO.3
<br />Stop SIGN
<br />RECORD 4RAkWA 46
<br />DILLON & MURPHY
<br />ENGINEERING PLANNING SURVEWNG
<br />1820 W. KETTLEMAN LANE, SUITE E
<br />LODI, CALIFORNIA 95242
<br />(209) 334-6613
<br />SADDLE CITY SUBDIVISION
<br />IMPROVEMENT PLANS
<br />COVER SHEET
<br />DEPARTMENT OF PUBLIC WORKS
<br />SAN JOAQUIN COUNTY, CALIFORNIA
<br />REV. N0. DESCRIPTION DATE SCALE: AS SHOWN
<br />�i 6HECT hlo,'S 4-94 DESIGNED BY! t$...`]'AVIA
<br />�lREET NAME REVI-QMI 3 -ZZ -9S DRAWN BY: p
<br />CHECKED BY: 5UNIL Y--A0-AV-
<br />AS
<br />ADM/AS BUILT BY: 5-95
<br />APPROVEDBY.• QS
<br />DATE:
<br />HENRY M III RAT R.0 . N0.21258
<br />DIRECTOR OF PUBLIC WORKS
<br />SAN JOAQUIN COUNTY, CALIF
<br />SHEET N0.
<br />pF3H3
<br />O
<br />BBEOETSS
<br />
|