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4.
<br />GENERAL NOTES:
<br />1. ALL IMPROVEMENTS SHALL BE CONSTRUCTED IN STRICT ACCORDANCE WITH COUNTY OF SAN
<br />JOAQUIN STANDARD SPECIFICATION AND PLANS, 2016 EDITION, AND ALL AMENDMENTS
<br />THERETO TO DATE. ALL WORK SHALL BE INSPECTED BY COUNTY OF SAN JOAQUIN
<br />DEPARTMENT OF PUBLIC WORKS OR BUILDING DEPARTMENT.
<br />2. ELEVATIONS SHOWN ARE NAVD88. BENCHMARK IS AS SHOWN ON THIS SHEET.
<br />3. DRAWING NUMBERS SHOWN ON PLAN REFER TO S.J. COUNTY STANDARD DRAWING DETAILS.
<br />4. THE CONTRACTOR SHALL BE RESPONSIBLE FOR PROTECTING FROM DAMAGE ALL EXISTING
<br />IMPROVEMENTS THAT ARE TO REMAIN. SUCH IMPROVEMENTS THAT ARE DAMAGED BY THE
<br />CONTRACTOR, SHALL BE REPLACED AT HIS EXPENSE.
<br />5. AN ENCROACHMENT PERMIT FROM THE SAN JOAQUIN COUNTY PUBLIC WORKS DEPARTMENT
<br />CONTRACTOR IS REQUIRED PRIOR TO BEGINNING AN WORK IN THE COUNTY RIGHT OF WAY. A
<br />SEPARATE ENCROACHMENT PERMIT FROM THE CITY OF STOCKTON IS REQUIRED FOR SANITARY
<br />SEWER FACILITIES. CONTRACTOR SHALL NOTIFY COUNTY 48 HOURS IN ADVANCE OF PERFORMING
<br />ANY WORK REQUIRED WITHIN THE PUBLIC RIGHT-OF-WAY.
<br />6. WORK IN STREET RIGHT-OF-WAY IS SUBJECT TO THE APPROVAL AND ACCEPTANCE OF THE
<br />COUNTY OF SAN JOAQUIN PUBLIC WORKS DEPARTMENT.
<br />7. CONTRACTOR SHALL DEMOLISH, EXCAVATE, REMOVE AND DISPOSE OF ANY EXISTING
<br />CONCRETE OR ASPHALT CONCRETE PAVING, CONCRETE CURB, GUTTER AND SIDEWALK AND
<br />DELETERIOUS MATERIAL AS REQUIRED TO CONSTRUCT THE CONTRACT WORK, ALL EXCESS
<br />MATERIAL GENERATED BY DEMOLITION, EXCAVATION AND GRADING SHALL BE DISPOSED OF
<br />BY THE CONTRACTOR WITHIN 24 HRS.
<br />8. EXCAVATION OF 5' OR MORE IN DEPTH WILL REQUIRE AN EXCAVATION PERMIT FROM THE
<br />STATE OF CALIFORNIA DEPARTMENT OF INDUSTRIAL SAFETY.
<br />9. THE PRICE BID FOR THIS WORK SHALL INCLUDE THE COST FOR ANY AND ALL PERMITS
<br />REQUIRED TO COMPLETE THE PROJECT WORK.
<br />10. EXISTING UTILITIES ARE SHOWN AS THEY ARE BELIEVED TO EXIST. THE OWNER AND THE
<br />ENGINEER DO NOT ACCEPT RESPONSIBILITY FOR THEIR ACCURACY. PRIOR TO COMMENCING
<br />ANY WORK, IT SHALL BE THE CONTRACTOR'S RESPONSIBILITY TO LOCATE THE EXISTING MAIN
<br />AND SERVICE LINES.
<br />11. PAYMENT FOR PAVEMENT WILL BE MADE ONLY FOR AREAS SHOWN ON THE PLANS.
<br />REPLACEMENT OF PAVEMENT WHICH IS BROKEN OR CUT IN THE INSTALLATION OF THE WORK
<br />COVERED IN THESE SPECIFICATIONS, AND WHICH LIES OUTSIDE OF SAID AREAS, SHALL BE
<br />INCLUDED IN THE CONTRACTOR'S UNIT PRICE OF PAVEMENT, AND NO ADDITIONAL PAYMENT
<br />SHALL BE MADE FOR SUCH WORK.
<br />12. CONTRACTOR AGREES THAT HE SHALL ASSUME SOLE AND COMPLETE RESPONSIBILITY FOR
<br />JOBSITE CONDITIONS DURING THE COURSE OF CONSTRUCTION OF THIS PROJECT, INCLUDING
<br />SAFETY OF ALL PERSONS AND PROPERTY, THAT THIS REQUIREMENT SHALL APPLY
<br />CONTINUOUSLY AND NOT BE LIMITED TO NORMAL WORKING HOURS, AND THAT THE
<br />CONTRACTOR SHALL DEFEND, INDEMNIFY AND HOLD THE OWNER, COUNTY AND THE ENGINEER
<br />HARMLESS FROM ANY AND ALL LIABILITY, REAL OR ALLEGED, IN CONNECTION WITH THE
<br />PERFORMANCE OF WORK ON THIS PROJECT, EXCEPTING FOR LIABILITY ARISING FROM THE
<br />SOLE NEGLIGENCE OF THE OWNER OR THE ENGINEER.
<br />13. WE CALL YOUR ATTENTION TO: SECTION 1540(a)(1) OF THE CONSTRUCTION SAFETY ORDERS
<br />(TITLE 8 CALIFORNIA ADMINISTRATION CODE SECTION 1540), ISSUED BY THE OCCUPATIONAL
<br />SAFETY AND HEALTH STANDARDS, BOARD PURSUANT TO THE CALIFORNIA OCCUPATIONAL
<br />SAFETY AND HEALTH ACT OF 1973, AS AMENDED, WHICH STATES: "PRIOR TO OPENING AN
<br />EXCAVATION, EFFORT SHALL BE MADE TO DETERMINE WHETHER UNDERGROUND
<br />INSTALLATIONS; I.E. SEWER, WATER, FUEL, ELECTRIC LINES, ETC. WILL BE ENCOUNTERED AND,
<br />IF SO, WHERE SUCH UNDERGROUND INSTALLATIONS ARE LOCATED. WHEN THE EXCAVATION
<br />APPROACHES THE APPROXIMATE LOCATION OF SUCH INSTALLATION, THE EXACT LOCATION
<br />SHALL BE DETERMINED BY CAREFUL PROBING OR HAND DIGGING; AND WHEN IT IS
<br />UNCOVERED, ADEQUATE PROTECTION SHALL BE PROVIDED FOR THE EXISTING INSTALLATION.
<br />ALL KNOWN OWNERS OF UNDERGROUND FACILITIES IN THE AREA CONCERNED SHALL BE
<br />ADVISED OF PROPOSED WORK AT LEAST 48 HOURS PRIOR TO THE START OF ACTUAL
<br />EXCAVATION".
<br />14. DUST CONTROL SHALL BE PERFORMED AT ALL TIMES, AT THE CONTRACTOR'S EXPENSE, TO
<br />MINIMIZE ANY DUST NUISANCE AND SHALL BE IN ACCORDANCE WITH SECTION 10 OF CALTRANS
<br />STANDARD SPECIFICATIONS AND THE REQUIREMENTS OF SAN JOAQUIN COUNTY.
<br />15. A TRAFFIC CONTROL PLAN (TCP) SHALL BE SUBMITTED TO AND DEEMED ACCEPTABLE BY
<br />COUNTY PRIOR TO START OF WORK. THIS SHALL ADDRESS ALL PHASES OF WORK, WHICH WILL
<br />IMPACT PUBLIC TRAFFIC. CONFORMANCE WITH THE TCP SHALL BE MAINTAINED AT ALL TIMES.
<br />16. PRIOR TO COMMENCING ANY WORK, IT SHALL BE THE CONTRACTOR'S RESPONSIBILITY TO
<br />HAVE EACH UTILITY COMPANY LOCATE IN THE FIELD THEIR MAIN AND SERVICE LINES. THE
<br />CONTRACTOR SHALL NOTIFY MEMBERS OF THE UNDERGROUND SERVICE ALERT (U.S.A.) 48
<br />HOURS IN ADVANCE OF PERFORMING EXCAVATION WORK BY CALLING TOLL FREE NUMBER
<br />800-227-2600.
<br />17. CONTRACTOR SHALL PROVIDE CONSTRUCTION SIGNS AND TRAFFIC DEVICES FOR PUBLIC
<br />SAFETY AND CONVENIENCE. CONTRACTOR SHALL KEEP TWO TRAFFIC LANES OPEN IN
<br />ADJACENT PUBLIC STREETS AT ALL TIMES DURING CONSTRUCTION.
<br />18. ALL STATIONS REFER TO DISTANCES ALONG STREET CENTERLINE, UNLESS OTHERWISE
<br />NOTED. ALL STATIONS OFF CENTERLINE ARE PERPENDICULAR TO OR RADIALLY OPPOSITE
<br />CENTERLINE STATIONS.
<br />19. PRIOR TO ACCEPTANCE OF THE PROJECT, THE CONTRACTOR SHALL DELIVER TO THE
<br />ENGINEER, ONE SET OF NEATLY MARKED AS -BUILT RECORD DRAWINGS SHOWING THE
<br />INFORMATION REQUIRED ABOVE. AS -BUILT RECORD DRAWINGS SHALL BE REVIEWED AND
<br />THE COMPLETE AS -BUILT RECORD DRAWING SET SHALL BE CURRENT WITH ALL CHANGES
<br />AND DEVIATIONS REDLINED AS A PRECONDITION TO THE FINAL PROGRESS PAYMENT
<br />APPROVAL AND/OR FINAL ACCEPTANCE. ENGINEER TO PROVIDE A COPY OF AS BUILT
<br />RECORDS TO S.J. COUNTY UPON COMPLETION OF WORK.
<br />20. WHENEVER PAVEMENT IS BROKEN OR CUT IN THE INSTALLATION OF THE WORK COVERED
<br />BY THE PLANS AND/OR SPECIFICATION, THE PAVEMENT SHALL BE REPLACED AFTER
<br />PROPER BACKFILLING WITH PAVEMENT MATERIALS EQUAL OR BETTER THAN THE
<br />MATERIALS USED IN THE ORIGINAL PAVING. ALL PAVEMENT CUTS SHALL BE REPAIRED IN
<br />ACCORDANCE WITH THE COUNTY'S TRENCH CUTTING POLICY (SECTION 2-5.0 OF THE
<br />IMPROVEMENT STANDARDS) AND DWGS R-36 AND R-37. THIS WILL REQUIRE THE
<br />CONTRACTOR TO SEAL COAT OVER THE PAVED TRENCHES.
<br />21. DRAINAGE FACILITIES SHALL BE MAINTAINED DURING PERIODS OF INCLEMENT WEATHER,
<br />AND RESTORED TO THEIR ORIGINAL CONDITIONS UPON COMPLETION OF THE WORK.
<br />22. THE CONTRACTOR IS RESPONSIBLE FOR THE PRESERVATION OF SURVEY MONUMENTS
<br />LOCATED WITHIN THE AREA OF WORK HEREIN PERMITTED. PRIOR TO THE START
<br />CONSTRUCTION, SURVEY MONUMENTS THAT POTENTIALLY MAY BE DISTURBED SHALL BE
<br />LOCATED AND REFERENCED BY A LICENSED LAND SURVEYOR, AND A CORNER RECORD
<br />FILED WITH THE COUNTY SURVEYOR. ANY SURVEY MONUMENTS DISTURBED DURING THE
<br />COURSE OF CONSTRUCTION SHALL BE REESTABLISHED BY A LICENSED LAND SURVEYOR
<br />AND ANOTHER CORNER RECORD FILED WITH THE COUNTY SURVEYOR. (LAND SURVEY'S
<br />ACT SECTION 8771)
<br />23. CONTRACTOR TO CONTACT THE CITY OF STOCKTON MUNICIPAL UTILITY DEPARTMENT TO
<br />OBTAIN A PERMIT FOR THE INSTALLATION OF SANITARY SEWER LATERALS. THE CITY OF
<br />STOCKTON WILL INSTALL THE CONNECTIONS ON THE EXISTING SANITARY SEWER LINE.
<br />CONTRACTOR TO INSTALL THE SANITARY SEWER LATERAL AND CLEANOUT.
<br />STORM DRAINAGE SYSTEM CONSTRUCTION NOTES:
<br />1. CONTRACTOR SHALL PREVENT POSSIBLE STORM WATER POLLUTION FROM ENTERING INTO
<br />STORM DRAINAGE CATCH BASINS DURING CONSTRUCTION.
<br />UNAUTHORIZED CHANGES AND USES:
<br />THE ENGINEER PREPARING THESE PLANS WILL NOT BE RESPONSIBLE FOR, OR
<br />LIABLE FOR, UNAUTHORIZED CHANGES TO OR USES OF THESE PLANS. ALL
<br />CHANGES TO THE PLANS MUST BE IN WRITING AND MUST BE APPROVED BY
<br />THE PREPARER OF THESE PLANS.
<br />PIPE SPECIFICATIONS:
<br />STORM DRAINAGE PIPE SHALL BE SDR 26 RUBBER GASKETED PVC PIPE AS PER SAN
<br />JOAQUIN COUNTY STANDARD SPECIFICATIONS UNLESS NOTED OTHERWISE ON THE PLAN.
<br />ALL WATER SERVICES SHALL CONFORM TO SAN JOAQUIN COUNTY SPECIFICATIONS.
<br />BACKFILL SHALL CONFORM TO SAN JOAQUIN COUNTY STANDARD PLAN NUMBER R-29.
<br />TRENCHING NOTE:
<br />THE CONTRACTOR SHALL PROVIDE ALL SHORING, BRACING, SLOPING OR OTHER PROVISIONS
<br />NECESSARY TO PROTECT WORKMAN FOR ALL AREAS TO BE EXCAVATED TO A DEPTH OF 5'
<br />OR MORE. EXCAVATIONS OF 5 FEET OR MORE IN DEPTH WILL REQUIRE AN EXCAVATIONS
<br />PERMIT FROM THE STATE OF CALIFORNIA DEPARTMENT OF INDUSTRIAL SAFETY. FOR
<br />TRENCHES 5 FEET OR MORE IN DEPTH, THE CONTRACTOR SHALL COMPLY WITH SECTION
<br />5-1.02A OF THE CALTRANS STANDARDS, SECTION 6705 OF THE STATE OF CALIFORNIA
<br />LABOR CODE, AND ANY LOCAL CODES OR ORDINANCES.
<br />BENCHMARK.-
<br />BENCHMARK
<br />ENCHMARK:BENCHMARK - COS 413
<br />DESCRIPTION: BRASS DISK MARKING COS MONUMENT STAMPED "14S-7 LS 6670" 5 FEET
<br />EASE OF THE WEST CURB ON WILSON WAY APPROXIMATELY 100 FEET NORTH OF BRADFORD
<br />STREET.
<br />ELEVATION = 18.76' (NAVD88).
<br />ABBREVIATIONS:
<br />AC
<br />ASPHALT CONCRETE
<br />MH
<br />BOW
<br />BACK OF WALK
<br />MIN.
<br />C.O.S.
<br />CITY OF STOCKTON
<br />NO.
<br />CB
<br />CATCH BASIN
<br />PL
<br />CL
<br />CENTER LINE
<br />PP
<br />CONC.
<br />CONCRETE
<br />P.U.E.
<br />CONST.
<br />CONSTRUCT
<br />PVC
<br />D/W
<br />DRIVEWAY
<br />S
<br />DWG.
<br />DRAWING
<br />SD
<br />EP
<br />EDGE OF PAVEMENT
<br />STD.
<br />EX.
<br />EXISTING
<br />SS
<br />FH
<br />FIRE HYDRANT
<br />SPN
<br />GR
<br />GRATE
<br />TBM
<br />TELE.
<br />TYP
<br />UG
<br />WM
<br />LEGEND
<br />PROPOSED DESCRIPTION
<br />FENCE
<br />WALL
<br />PROPERTY LINE
<br />CENTERLINE
<br />EDGE OF PAVEMENT
<br />--� ELECTROLIER
<br />UTILITY POLE WITH GUY WIRE
<br />UTILITY POLE
<br />8" W
<br />WATER LINE
<br />DATE:
<br />WATER VALVE
<br />SCALE:
<br />FIRE HYDRANT
<br />DRAWN:
<br />WATER SERVICE
<br />DESIGN:
<br />W
<br />WATER METER
<br />SS
<br />SEWER LINE
<br />O
<br />SEWER CLEAN OUT
<br />24"SD
<br />STORM DRAIN LINE
<br />0 STORM DRAIN MAINTENANCE HOLE
<br />® CATCH BASIN
<br />2�J.O EXISTING GRADE
<br />23.56 BOW PROPOSED GRADE
<br />SAWCUT, REMOVE, & REPLACE
<br />PROPOSED PAVEMENT
<br />REVISIONS
<br />MAINTENANCE HOLE
<br />MINIMUM
<br />NUMBER
<br />PROPERTY LINE
<br />POWER POLE
<br />PUBLIC UTILITY EASEMENT
<br />POLYVINYL CHLORIDE
<br />SLOPE
<br />STORM DRAIN
<br />STANDARD
<br />SANITARY SEWER
<br />STANDARD PLAN NUMBER
<br />TEMPORARY BENCH MARK
<br />TELEPHONE
<br />TYPICAL
<br />UNDERGROUND
<br />WATER METER
<br />EXISTING
<br />81 X -
<br />---C2"SS -
<br />0
<br />-[-24"SD -
<br />I N0.1 DESCRIPTION I DATE I BY I
<br />CONSTRUCTION STAKING:
<br />1. CONSTRUCTION STAKING IS NORMALLY PERFORMED BY THE ENGINEER WHO PREPARED
<br />THE PLAN. THIS PERMITS APPROPRIATE ON-SITE INTERPRETATION AND ADJUSTMENT
<br />OF THE PLANS, IF NECESSARY. THIS NOTE GIVES FORMAL NOTICE THAT THE FIRM OF
<br />WONG ENGINEERS, INC., CANNOT AND WILL NOT, TAKE RESPONSIBILITY FOR ERRORS
<br />OR OMISSIONS, IF ANY, WHICH MIGHT OCCUR AND WHICH COULD HAVE BEEN
<br />AVOIDED OR DETECTED AND/OR CORRECTED AND MITIGATED HAD WONG ENGINEERS,
<br />INC., PERFORMED THE CONSTRUCTION STAKING WORK.
<br />2. ALL REFERENCES TO CONTRACTOR SHALL MEAN CONTRACTOR FOR SITEWORK SHOWN
<br />ON THESE CIVIL PLANS ONLY.
<br />3. IF WONG ENGINEERS, INC. IS RETAINED TO DO THE CONSTRUCTION STAKING, WONG
<br />ENGINEERS, INC. WILL SET ALL STAKES AND PROVIDE CUT SHEETS FOR THIS PROJECT.
<br />IT IS EXPECTED THAT ONE SET OF STAKES WILL BE SUFFICIENT FOR EACH PHASE OF
<br />THE PROJECT. CARE SHOULD BE TAKEN TO PROTECT STAKES. THE COST OF STAKING
<br />IS BORNE BY THE DEVELOPER. THE CONTRACTOR SHALL REQUEST STAKES FROM WONG
<br />ENGINEERS, INC. WHEN HE IS READY TO USE THEM AND SHALL BE RESPONSIBLE FOR
<br />THEIR PRESERVATION FOR HIS FUTURE USE. SAID REQUEST MUST BE MADE AT LEAST
<br />72 HOURS PRIOR TO THE TIME THE STAKES WILL BE REQUIRED. SHOULD THE WORK
<br />NEED TO BE RESTAKED, FOR THE CONTRACTOR'S USE, THE CONTRACTOR SHALL BE
<br />RESPONSIBLE TO WONG ENGINEERS, INC. FOR THE COST OF RESTAKING. SHOULD THE
<br />CONTRACTOR DESTROY STAKES WHICH ARE NEEDED FOR IMPROVEMENTS OTHER THAN
<br />HIS OWN, HE SHALL ALSO BE RESPONSIBLE FOR THE COST OF RESTAKING TO
<br />RETURN THE JOB TO ITS ORIGINAL CONDITION.
<br />UTILITY SERVICES PROVIDED BY:
<br />1. STORM DRAINAGE: SAN JOAQUIN COUNTY
<br />2. ELECTRICITY: P.G.&E.
<br />3. NATURAL GAS: P.G.&E.
<br />4. TELEPHONE: ATT
<br />5. SANITARY SEWER: _CITY OF STOCKTON
<br />6. WATER: CALIFORNIA WATER SERVICE
<br />SHEET INDEX:
<br />NO. DESCRIPTION
<br />1. TITLE SHEET &NOTES
<br />2. PLAN &PROFILE
<br />3. EROSION CONTROL PLAN 8c DETAILS
<br />See Note 1 Below
<br />Existing -
<br />6" Min- I 6" Pavement 6" �-6" Min
<br />(TYP) (TYP)
<br />�\ See Note 2 Below - \
<br />Compact in 12" max \ \\ 3'-0"
<br />layers to a min relative_ -
<br />\i compaction of 95% - - - - i
<br />�\ \ under pavement and \ - - Var
<br />Var 90% outside pavement. -- -
<br />- Op - Compact in 24" max - OD+12"
<br />k1orsmpaction
<br />to a min relativeOD/2\!- of 85%. ompact in 6" layers
<br />TTT to a min relative
<br />compaction of 90%.
<br />10" Min D 10" Min 10" Min OD - -10" Min
<br />O 2
<br />+ 2D OD
<br />+ 20" Min in
<br />0" Min
<br />RIGID CONDUIT FLEXIBLE CONDUIT
<br />NOTES:
<br />1. New pavement shall be 1" thicker than existing pavement, minimum
<br />of 0.25 Ft. New base shall be 1" thicker than existing base, min of 0.50 Ft.
<br />2. Select native material or imported granular material as approved by the Director
<br />of Public Works. Backfill with materials equal to or better than the existing
<br />pavement and base in quality.
<br />3. Relative compaction of materials shall be tested in accordance with
<br />the State of California, Dept. of Transportation Testing Manuals, test
<br />method No. California 216 or 231.
<br />4. All existing pavement shall be neatly cut to line prior to trench excavation.
<br />5. Jetting or ponding will be permitted within the street right-of-way with
<br />a 3 year bond, when approved by the Director of Public Works.
<br />6. When shown by soil composition and compactability, ninety percent (90%)
<br />compaction may be used, when approved by the Director of Public Works.
<br />7. Special bedding and backfill requirements may be shown on the plans or
<br />specified in the special provisions.
<br />O Approved by:
<br />TYPICAL TRENCH BACKFILL �i•->
<br />{ r� No. Revision Descri tion Date
<br />COUNTY OF SAN JOAQUIN -
<br />`"'''- DEPARTMENT OF PUBLIC WORKS
<br />,W&Jdng
<br />for Y10. 1 Date: DEC 2014 Std. Dwg. No. R-29
<br />800-227-2600
<br />.,c F OE v_
<br />�.
<br />C3/
<br />N'�O_m SE01
<br />S�� LAND S6,
<br />C��PGNpRY C.
<br />NO. 7600
<br />EX. 12-31-2018
<br />LO
<br />qTF OF C A0�
<br />WONG ENGINEERS, INC.
<br />PLANNING ENGINEERING SURVEYING
<br />4578 FEATHER RIVER DRIVE, SUITE A
<br />STOCKTON, CALIFORNIA (209)476-0011
<br />CR.CDATE 12/30/16 L.S.E. 7
<br />7600
<br />*
<br />IMPROVEMENT PLANS FOR
<br />MICHAEL
<br />AVENUE
<br />WONG ENGINEERS INC.
<br />CONSULTING CIVIL ENGINEERS
<br />STOCKTON, CALIFORNIA
<br />VICINITY MAP
<br />NOT TO SCALE
<br />COUNTY OF SAN JOAQUIN
<br />DEPARTMENT OF PUBLIC WORKS
<br />APPROVED AS "ENCROACHMENT PERMIT PLAN SET"
<br />APPROVED FOR WORK WITH11111 COUNTY RIGHT-OF-WAY ONLY
<br />QRpFESS/ON
<br />htv��O�PcrpRY clb
<br />�c l �y APPROVED: Zi
<br />DATE
<br />Z
<br />NO. 48717 m
<br />a EXPIRES: 9-30-2018 � R.C.E. N0.: Q EXP. DATE: 3 1
<br />CIV IL
<br />F OCA\�FENCROACHMEN_4202'1071
<br />DATE
<br />F
<br />PERMIT NO: ISSUED: Z Z' h} BY:
<br />JOB NO.:
<br />3904
<br />DATE:
<br />DEC. 2016
<br />SCALE:
<br />AS SHOWN
<br />DRAWN:
<br />WS
<br />DESIGN:
<br />WE
<br />CHECKED:
<br />ZCW
<br />MICHAEL AVENUE
<br />TITLE SHEET
<br />STOCKTON SHEET
<br />CALIFORNIA
<br />1
<br />OF THREE
<br />FILE 3904
<br />
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