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GENERAL NOTES:
<br />1. ALL IMPROVEMENTS SHALL BE CONSTRUCTED IN STRICT ACCORDANCE WITH COUNTY OF SAN
<br />JOAQUIN STANDARD SPECIFICATION AND PLANS, 1997 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, SANITARY SEWER IMPROVEMENTS TO BE CONSTRUCTED IN ACCORDANCE WITH THE NITRATE
<br />LOADING STUDY AND SOIL SUITABILITY STUDY BY CHESNEY CONSULTING, DATED JANUARY 12,
<br />2006, PROJECT NO. NLS -08.05. CONSULTANT ADDRESS P.O. BOX 374, TURLOCK, CA 95381,
<br />PHONE NO. (209)668-1403. NO SEWER IMPROVEMENTS ARE SHOWN ON THESE PLANS.
<br />3. ELEVATIONS SHOWN ARE 1929 NGVD DATUM (SAN JOAQUIN COUNTY BENCHMARK SR -17.4).
<br />BENCHMARK IS AS SHOWN ON THIS SHEET.
<br />4. DRAWING NUMBERS SHOWN ON PLAN REFER TO S.J. COUNTY STANDARD DRAWING DETAILS.
<br />5. 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 />6. CONTRACTOR SHALL NOTIFY COUNTY 48 HOURS IN ADVANCE OF PERFORMING ANY WORK
<br />REQUIRED WITHIN THE PUBLIC RIGHT-OF-WAY.
<br />7. WORK IN STREET RIGHT-OF-WAY IS SUBJECT TO THE APPROVAL AND ACCEPTANCE OF THE
<br />COUNTY OF SAN JOAQUIN PUBLIC WORKS DEPARTMENT.
<br />8. 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 />9. EXCAVATION OF 5' OR MORE IN DEPTH WILL REQUIRE AN EXCAVATION PERMIT FROM THE
<br />STATE OF CALIFORNIA DEPARTMENT OF INDUSTRIAL SAFETY.
<br />10. THE PRICE BID FOR THIS WORK SHALL INCLUDE THE COST FOR ANY AND ALL PERMITS
<br />REQUIRED TO COMPLETE THE PROJECT WORK.
<br />11. 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 />12. PAYMENT FOR PAVEMENT WILL BE MADE ONLY FOR AREAS SHOWN ON THE PLANS.
<br />REPLACEMENT OF PAVEMENT WHICH IS BROKEN OR CUTIN 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 />13. 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 />14. 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 />15. 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 />16. 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 />17. ALL TRAFFIC SIGNS AND MARKINGS SHALL CONFORM TO THE "MANUAL ON UNIFORM TRAFFIC
<br />CONTROL DEVICES (MUTCD), MUTCD CALIFORNIA SUPPLEMENT, CALTRANS STANDARDS AND
<br />SAN JOAQUIN COUNTY STANDARDS" AND AS SHOWN ON THE PLANS.
<br />18. 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 />19. 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 />20. 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 />21. THE CONTRACTOR SHALL MAINTAIN A NEATLY MARKED SET OF FULL SIZE AS -BUILT
<br />RECORD DRAWINGS SHOWING THE FINAL LOCATION AND LAYOUT OF ALL MECHANICAL;
<br />ELECTRICAL AND INSTRUMENTATION EQUIPMENT; PIPING AND CONDUITS; STRUCTURES
<br />AND OTHER FACILITIES. THE AS-BUILTS OF THE ELECTRICAL SYSTEM SHALL INCLUDE
<br />THE STREET LIGHT LAYOUT PLAN SHOWING LOCATION OF LIGHTS, CONDUITS,
<br />CONDUCTORS, POINTS OF CONNECTIONS TO SERVICES, PULL BOXES, AND WIRE SIZES.
<br />AS -BUILT RECORD DRAWINGS SHALL REFLECT CHANGE ORDERS, ACCOMMODATIONS, AND
<br />ADJUSTMENTS TO ALL IMPROVEMENTS CONSTRUCTED. WHERE NECESSARY,
<br />SUPPLEMENTAL DRAWINGS SHALL BE PREPARED AND SUBMITTED BY THE CONTRACTOR.
<br />22. 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 />23. 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.
<br />24. DRAINAGE FACILITIES SHALL BE MAINTAINED DURING PERIODS OF INCLEMENT WEATHER,
<br />AND RESTORED TO THEIR ORIGINAL CONDITIONS UPON COMPLETION OF THE WORK.
<br />25. CONTRACTOR SHALL BE RESPONSIBLE FOR THE PROTECTION OF ALL EXISTING
<br />MONUMENTS AND/OR OTHER SURVEY MONUMENTS AND SHALL NOTIFY SAN JOAQUIN
<br />COUNTY SURVEYOR'S OFFICE OF ANY DAMAGED OR REMOVED COUNTY, STATE OR
<br />FEDERAL MONUMENTS.
<br />26. CONTRACTOR SHALL SUBMIT ALL MATERIAL ITEMS FOR WATER FACILITIES INCLUDING BUT
<br />NOT LIMITED TO: WELL DRILLING AND DEVELOPMENT LOGS, MANUFACTURER'S
<br />SPECIFICATIONS, DETAILS AND DATA ON WATER TANKS, PUMPS AND ELECTRICAL
<br />EQUIPMENT PRIOR TO CONSTRUCTION.
<br />GRADING NOTES:
<br />1. LUMP SUM BID FOR GRADING AND LAND STABILIZATION SHALL INCLUDE
<br />EXCAVATION AND FILL OF PAVED AREAS WITHIN THE SITE AND ANY EXCESS
<br />EXCAVATION SHALL BE DISPOSED OF BY THE CONTRACTOR.
<br />2. CONTRACTOR TO PERFORM COMPACTION TESTS TO CONFORM TO SECTION 2(A -C)
<br />3. ALL GRADING SHALL COMPLY WITH 2001 CBC CHAPTER 18 AND APPENDIX CHAPTER 33.
<br />4. NO SLOPE SHALL BE STEEPER THAN 2 HORIZONTAL TO 1 VERTICAL.
<br />5. REFER TO GEOTECHNICAL INVESTIGATION REPORT PREPARED BY NEIL ANDERSON &
<br />ASSOCIATES, INC. NUMBER LGF-0054 DATED FEBRUARY 17, 2006 TO DETERMINE LOT
<br />GRADING, SITE PREPARATION AND FOUNDATION RECOMMENDATION.
<br />6. PAVEMENT RECOMMENDATIONS: (NEIL ANDERSON GEOTECHNICAL REPORT ABOVE.)
<br />7. FINAL BUILDING PAD AND LOCAL APPURTENANT WORK FOR EACH LOT INCLUDING BUT NO
<br />LIMITED TO: SLOPE WORK, COMPACTION, AND MINOR FILL WORK WILL BE DONE AT THE TIME
<br />OF BUILDING PERMIT PROCESS.
<br />8. CONTRACTOR SHALL SUBMIT STRUCTURAL PLANS, CALCULATIONS AND DETAILS OF MASONRY
<br />AND/OR RETAINING WALL(S) TO COUNTY BUILDING DEPARTMENT FOR APPROVAL AND
<br />SUBSEQUENT INSPECTION PRIOR TO CONSTRUCTION.
<br />a2ml2171T":4016 V1I,71210111A rely
<br />A REPRESENTATIVE SOIL SAMPLE WAS TAKEN FROM THE SITE AND SUBJECTED TO
<br />AN R -VALUE TEST IN OUR LABORATORY. THE LOCATION OF THIS SOIL SAMPLE IS
<br />SHOWN ON THE LOCATION MAP, PLATE NO.1. A DESIGN R -VALUE OF 5 RESULTED
<br />FROM THE LABORATORY TEST. TRAFFIC INDICES OF 4.0 THROUGH 6.0 WERE USED
<br />TO DESIGN THE PAVEMENT SECTIONS FOR THE SITE BASED ON OUR EXPERIENCE
<br />WITH SIMILAR SITES. THE PROJECT CIVIL ENGINEER SHOULD BE AFFORDED THE
<br />OPPORTUNITY OF SPECIFYING THE MOST APPROPRIATE TRAFFIC INDEX FOR THE
<br />PROPOSED TRAFFIC AND USAGE. IF A DIFFERENT TRAFFIC INDEX IS DESIRED OR
<br />REQUIRED, PLEASE CONTACT OUR OFFICE AND A SUITABLE RECOMMENDED DESIGN
<br />CAN BE PROVIDED. FLEXIBLE (ASPHALT) PAVEMENT SECTIONS HAVE BEEN
<br />DESIGNED ACCORDING TO THE LATEST ADDITION OF THE CAL TRANS HIGHWAY
<br />DESIGN MANUAL AND USING A 20 -YEAR PAVEMENT LIFE. THE PAVEMENT
<br />SECTIONS DESIGNS ARE SHOWN BELOW.
<br />FLEXIBLE PAVEMENT SECTION DESIGN
<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 />REVISIONS
<br />PAVEMENT SECTION, INCHES
<br />ASPHALT
<br />AGGREGATE
<br />AGGREGATE
<br />SUBGRADE
<br />TRAFFIC
<br />TRAFFIC
<br />R -VALUE
<br />INDEX
<br />SCALE: AS SHOWN
<br />CONCRETE
<br />BASE
<br />SUBBASE
<br />5
<br />4.0
<br />RESIDENTIAL
<br />2.5
<br />7.0
<br />----
<br />5
<br />5.0
<br />RESIDENTIAL
<br />3.0
<br />10.0
<br />----
<br />5
<br />6.0
<br />COLLECTOR
<br />3.5
<br />13.0
<br />----
<br />STREET
<br />5
<br />6.0
<br />COLLECTOR
<br />3.5
<br />6.0
<br />12.5
<br />STREET
<br />THE PAVEMENT MATERIALS MUST CONFORM TO THE REQUIREMENTS OF THE STATE
<br />OF CALIFORNIA, DEPARTMENT OF TRANSPORTATION, STANDARD SPECIFICATION.
<br />TYPE B ASPHALTIC CONCRETE AND CLASS II AGGREGATE BASE SHOULD BE USED.
<br />ON SITE SOILS IN PAVEMENT SECTIONS SHOULD HAVE A MINIMUM R -VALUE OF 5.
<br />THE PAVEMENT AREA SUBGRADE SHOULD BE STRIPPED OF ALL ORGANIC MATTER,
<br />LOOSE SOIL, OR DELETERIOUS DEBRIS, AND ANY REQUIRED CUTS MADE. A
<br />MINIMUM OF 8 INCHES OF COMPACTED SUBGRADE SHOULD BE PROVIDED BENEATH
<br />THE PAVEMENT SECTIONS. THE SUBGRADE SHOULD BE COMPACTED TO DRY
<br />DENSITIES IN THE EXCESS OF 95 PERCENT OF THE MAXIMUM DRY DENSITY WITH A
<br />MINIMUM MOISTURE CONTENT ABOVE OPTIMUM AS OBTAINABLE IN THE ASTM D1557
<br />COMPACTION TEST.
<br />STUDIES HAVE INDICATED THAT A MAJOR FACTOR IN EXTENDING PAVEMENT LIFE IS
<br />TO PROVIDE ADEQUATE DRAINAGE FOR BOTH THE PAVEMENT SURFACE AND
<br />SUBGRADE. CARE SHOULD BE MADE DURING THE DEVELOPMENT OF THE GRADING
<br />PLAN TO PROVIDE FOR GOOD DRAINAGE.
<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 />2. DUST CONTROL SHALL BE PERFORMED AT ALL TIMES, AT THE CONTRACTOR'S EXPENSE,
<br />TO MINIMIZE ANY DUST NUISANCE AND SHALL BE IN ACCORDANCE WITH SECTION 10 OF
<br />CALTRANS STANDARD SPECIFICATIONS AND THE REQUIREMENTS OF THE SAN JOAQUIN
<br />COUNTY AND THE STORM WATER POLLUTION PREVENTION PLAN (SWPPP).
<br />3. ANY AND ALL SEDIMENT AND/OR EROSION CONTROL DETAILS CONTAINED WITHIN THESE
<br />PLANS ARE TO BE CONSIDERED AS "REFERENCE DETAILS" ONLY AND THE APPROVAL OF
<br />THESE PLANS AND "REFERENCE DETAILS" DOES NOT RELIEVE THE OWNER/DEVELOPER
<br />FROM COMPLIANCE WITH THE STORM WATER POLLUTION PREVENTION PLAN (SWPPP).
<br />4. IN ADDITION TO ALL THE OTHER REQUIRED PERMITS, THE CONTRACTOR SHALL HAVE A
<br />GRADING AND EROSION CONTROL PERMIT COMPLETED.
<br />800-227-2600
<br />48 HOURS PRIOR TO *VRK OPERA 77ON:
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<br />SITE EASEMENT NOTE:
<br />THE TITLE REPORT FOR THE AFFECTED PROPERTIES HAVE BEEN REVIEWED, AND ANY
<br />APPLICABLE CONDITIONS, SUCH AS EASEMENTS, OTHER DEVELOPMENT -RESTRICTED AREAS
<br />HAVE BEEN INCORPORATED INTO THE 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 />SAN JOAQUIN COUNTY BENCHMARK: SR -17.4
<br />DESCRIPTION: BRASS CAP ON CONCRETE CYLINDER 2870' EAST OF STATE HIGHWAY
<br />99 -EAST FRONTAGE ROAD ON NORTH SIDE.
<br />ELEVATION 40.085. NGVD 29 DATUM.
<br />SWPPP NOTE:
<br />GRADING / CONSTRUCTION THAT DISTURBS MORE THAN ONE ACRE WILL REQUIRE THE FILING
<br />OF A NOTICE OF INTENT (N01) TO COMPLY WITH THE STATE'S NATIONAL POLLUTANT
<br />DISCHARGE ELIMINATION SYSTEM (NPDES) GENERAL CONSTRUCTION PERMIT. A COPY OF
<br />THE N01 SHALL BE PLACED IN THE PROJECT'S STORMWATER POLLUTION PREVENTION PLAN
<br />(SWPPP), WHICH IS TO BE KEPT ON-SITE.
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<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 />REVISIONS
<br />WONG ENGINEERS, INC.
<br />�LIJj{ 4578 FEATHER RIVER DRIVE, SUITE A
<br />I I jj PLANNING ENGINEERING SURVEYING
<br />STOCKTON, CALIFORNIA (209)476-0011
<br />C' DATE 07 13 07 R.C.E. 48717
<br />JOB NO.: 3553
<br />LAS PALMAS ESTATES SAN JOAQUIN COUNTY
<br />CALIFORNIA
<br />SHEET
<br />n
<br />L
<br />of FIFTEEN
<br />DATE: JULY 2007
<br />N0.
<br />DESCRIPTION
<br />DATE
<br />BY
<br />SCALE: AS SHOWN
<br />NOTES
<br />DRAWN: EMW AA JK
<br />DESIGN: WE
<br />FlLE
<br />CHECKED: ZCW
<br />
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