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<br />COUNTY GENERAL NOTES
<br />1. ALL IMPROVEMENTS SHALL BE CONSTRUCTED IN STRICT ACCORDANCE WITH THE FOLLOWING: COUNTY OF SAN JOAQUIN
<br />IMPROVEMENT STANDARDS, ADOPTED MAY 1997, AND ALL AMENDMENTS THERETO TO DATE, CALIFORNIA DEPARTMENT OF
<br />TRANSPORTATION (CALTRANS) STANDARD SPECIFICATIONS, LATEST EDITION, WHERE APPLICABLE. ALL WORK SHALL BE
<br />INSPECTED BY THE COUNTY OF SAN JOAQUIN.
<br />2. PRIOR TO AND DURING CONSTRUCTION, THE CONTRACTOR SHALL BE RESPONSIBLE FOR BEING FAMILIAR WITH THE
<br />CURRENT COUNTY OF SAN JOAQUIN STANDARDS. THE CONTRACTOR IS ALSO RESPONSIBLE FOR BEING FAMILIAR WITH THE
<br />WRITTEN SPECIFICATIONS AND/OR OTHER STANDARD DETAILS NOT SHOWN BUT WHICH ARE INCLUDED IN THE 'COUNTY OF
<br />SAN JOAQUIN IMPROVEMENT STANDARDS".
<br />3. THE CONTRACTOR SHALL BE RESPONSIBLE FOR PROTECTING FROM DAMAGE ALL EXISTING IMPROVEMENTS THAT ARE TO
<br />REMAIN. SUCH IMPROVEMENTS THAT ARE DAMAGED BY THE CONTRACTOR SHALL BE REPLACED AT HIS EXPENSE.
<br />4. THE CONTRACTOR SHALL DEMOLISH, EXCAVATE, REMOVE AND DISPOSE OF ALL EXISTING CONCRETE CURB, GUTTER
<br />AND/OR SIDEWALK, ASPHALT CONCRETE PAVING, BASE MATERIAL, AND DELETERIOUS MATERIAL AS REQUIRED TO
<br />CONSTRUCT THE CONTRACT WORK. ALL SUCH EXCESS MATERIAL GENERATED SHALL BE DISPOSED OF FROM THE SITE BY
<br />THE CONTRACTOR.
<br />5. THE CONTRACTOR SHALL OBTAIN AN ENCROACHMENT PERMIT FOR ANY WORK DONE WITHIN THE COUNTY
<br />RIGHT-OF-WAY FROM THE COUNTY OF SAN JOAQUIN PUBLIC WORKS DEPARTMENT, AND NOTIFY THE COUNTY 48 HOURS
<br />IN ADVANCE OF STARTING ANY WORK TO BE ACCEPTED FOR OWNERSHIP AND MAINTENANCE BY THE COUNTY OF SAN
<br />JOAQUIN.
<br />6. WORK IN PUBLIC RIGHT-OF-WAY IS SUBJECT TO THE APPROVAL AND ACCEPTANCE OF THE COUNTY OF SAN JOAQUIN
<br />PUBLIC WORKS DEPARTMENT.
<br />7. PRIOR TO COMMENCING ANY WORK, IT SHALL BE THE CONTRACTOR'S RESPONSIBILITY TO HAVE EACH UTILITY COMPANY
<br />LOCATE IN THE FIELD THEIR MAIN SERVICE LINES. THE CONTRACTOR SHALL NOTIFY MEMBERS OF THE UNDERGROUND
<br />SERVICE ALERT (U.S.A.) 48 HOURS IN ADVANCE OF PERFORMING EXCAVATION WORK BY CALLING THE TOLL-FREE
<br />NUMBER (1-800-227-2600).
<br />8. THE CONTRACTOR SHALL CHECK WITH THE UTILITY COMPANIES AND VERIFY ALL UTILITY LOCATIONS. IT SHALL BE THE
<br />CONTRACTOR'S SOLE RESPONSIBILITY TO PROTECT ALL EXISTING UTILITIES SO THAT NO DAMAGE RESULTS TO THEM
<br />DURING THE PERFORMANCE OF HIS CONTRACT. THE CONTRACTOR SHALL BE REQUIRED TO COOPERATE WITH OTHER
<br />CONTRACTORS AND UTILITY COMPANIES INSTALLING NEW STRUCTURES, UTILITIES AND SERVICES TO THE DEVELOPMENT.
<br />FINAL PAVEMENT WORK SHALL NOT OCCUR WITHIN THE ROAD RIGHT-OF-WAY PRIOR TO COMPLETION OF UTILITY
<br />RELOCATION WITHOUT SPECIFIC APPROVAL OF DIRECTOR.
<br />9. WHENEVER EXISTING PAVEMENT IS BROKEN OR CUT DURING THE INSTALLATION OF THE WORK COVERED BY THESE
<br />PLANS AND SPECIFICATIONS, THE PAVEMENT SHALL BE REPLACED WITH PAVEMENT MATERIALS EQUAL TO OR BETTER THAN
<br />THE MATERIALS USED IN THE ORIGINAL PAVING. THE FINISHED PAVEMENT SHALL BE SUBJECT TO THE APPROVAL OF THE
<br />SAN JOAQUIN COUNTY PUBLIC WORKS DIRECTOR IF LOCATED WITHIN COUNTY RIGHT-OF-WAY.
<br />10. THE CONTRACTOR AGREES THAT HE SHALL ASSUME SOLE AND COMPLETE RESPONSIBILITY FOR JOBSITE CONDITIONS
<br />DURING THE COURSE OF CONSTRUCTION OF THIS PROJECT INCLUDING SAFETY OF ALL PERSONS AND PROPERTY, THAT
<br />THIS REQUIREMENT SHALL APPLY CONTINUOUSLY AND NOT BE LIMITED TO NORMAL WORKING HOURS, AND THAT THE
<br />CONTRACTOR SHALL DEFEND, INDEMNIFY AND HOLD THE OWNER, THE ENGINEER AND THE COUNTY OF SAN JOAQUIN, ITS
<br />ELECTED OFFICIALS, OFFICERS, EMPLOYEES, AND AGENTS HARMLESS FROM ANY AND ALL LIABILITY, REAL OR ALLEGED, IN
<br />CONNECTION WITH THE PERFORMANCE OF WORK ON THIS PROJECT, EXCEPTING FOR LIABILITY ARISING FROM THE SOLE
<br />NEGLIGENCE OF THE OWNER OR THE ENGINEER.
<br />11. DUST CONTROL SHALL BE PERFORMED AT ALL TIMES, AT THE CONTRACTOR'S EXPENSE, TO MINIMIZE ANY DUST
<br />NUISANCE AND SHALL BE IN ACCORDANCE WITH SECTION 10 OF CALTRANS STANDARD SPECIFICATIONS AND THE
<br />REQUIREMENTS OF THE COUNTY OF SAN JOAQUIN.
<br />12. THE COMPLETED PROJECT, INCLUDING ALL WORK, MATERIALS, DEVICES AND EQUIPMENT, SHALL BE GUARANTEED BY
<br />THE DEVELOPER AGAINST FAULTY WORKMANSHIP AND MATERIALS FOR A PERIOD OF ONE YEAR AFTER FINAL ACCEPTANCE
<br />BY THE BOARD OF SUPERVISORS. THE DEVELOPER SHALL BE RESPONSIBLE FOR ALL REPAIR AND/OR REPLACEMENTS
<br />INCLUDING ALL LABOR, MATERIALS, EQUIPMENT, DEVICES, PLANT AND OTHER ITEMS OF WORK NECESSARY. TO SECURE
<br />THIS GUARANTEE, A BOND OR OTHER SECURITY SHALL BE PROVIDED IN THE AMOUNT OF 20% OF THE VALUE OF THE
<br />WORK ESTIMATED BY THE ENGINEER. SAID BOND SHALL CONTINUE IN FULL FORCE AND EFFECT FOR A PERIOD OF ONE
<br />YEAR FROM THE DATE OF THE FORMAL ACCEPTANCE OF THE WORK BY THE BOARD OF SUPERVISORS.
<br />13. ANY IMPROVEMENTS CONSTRUCTED TO THESE SPECIFICATIONS AND WHICH IT IS INTENDED THAT THE COUNTY WILL
<br />ASSUME MAINTENANCE RESPONSIBILITY, MUST BE INSPECTED DURING CONSTRUCTION BY AN AUTHORIZED AGENT OF THE
<br />DEVELOPER AND DIRECTOR. EACH PHASE OF CONSTRUCTION MUST BE INSPECTED AND APPROVED PRIOR TO PROCEEDING
<br />TO THE SUBSEQUENT PHASES. ANY IMPROVEMENTS CONSTRUCTED WITHOUT INSPECTION AS PROVIDED ABOVE OR
<br />CONSTRUCTED CONTRARY TO THE ORDERS OR INSTRUCTIONS OF THE AUTHORIZED AGENT OF THE DEVELOPER AND
<br />DIRECTOR WILL BE DEEMED AS NOT COMPLYING WITH SAN JOAQUIN COUNTY STANDARDS AND SPECIFICATIONS, AND WILL
<br />NOT BE ACCEPTED BY SAN JOAQUIN COUNTY FOR MAINTENANCE PURPOSES. THE DEVELOPER WILL HAVE COMPACTION
<br />TESTS TAKEN ON ALL LOTS WHERE THE DEPTH OF FILL IS GREATER THAN SEVEN (7") INCHES AND WITHIN THE STREETS.
<br />RE -TESTS THAT ARE THE RESULT OF THE CONTRACTOR'S FAILURE TO COMPACT THESE AREAS AS REQUIRED WILL BE
<br />BORNE BY THE CONTRACTOR. THE COUNTY DEPARTMENT OF PUBLIC WORKS WILL PERFORM FIELD INSPECTION FOR THIS
<br />PROJECT. THE CIVIL ENGINEER, DIRECTOR AND DEVELOPER, OR THEIR AGENTS, SHALL AT ALL TIMES, HAVE ACCESS TO
<br />THE WORK DURING ITS CONSTRUCTION, AND SHALL BE FURNISHED WITH EVERY REASONABLE FACILITY FOR ASCERTAINING
<br />THAT THE MATERIALS AND WORKMANSHIP ARE IN ACCORDANCE WITH THE REQUIREMENTS AND INTENTIONS OF THESE
<br />SPECIFICATIONS, SPECIAL PROVISIONS, AND PLANS. ALL WORK DONE AND ALL MATERIALS FURNISHED SHALL BE SUBJECT
<br />TO REVIEW. THE REVIEW OF THE WORK OR MATERIALS SHALL NOT RELIEVE THE CONTRACTOR AND DEVELOPER OF ANY
<br />OF THEIR OBLIGATIONS TO FULFILL THEIR CONTRACT AS PRESCRIBED.
<br />14. UPON COMPLETION OF ANY IMPROVEMENTS WHICH ARE CONSTRUCTED UNDER AND IN CONFORMANCE WITH THESE
<br />STANDARDS AND SPECIFICATIONS, AND PRIOR TO REQUESTING FINAL INSPECTION, THE AREA SHALL BE THOROUGHLY
<br />CLEANED OF ALL RUBBISH, EXCESS MATERIAL AND EQUIPMENT; AND ALL PORTIONS OF THE WORK SHALL BE LEFT IN A
<br />NEAT AND ORDERLY CONDITION, SATISFACTORY TO THE DIRECTOR AND THE DEVELOPER. WITHIN TEN (10) DAYS AFTER
<br />RECEIVING THE REQUEST FOR FINAL INSPECTION, THE DIRECTOR SHALL INSPECT THE WORK. THE DEVELOPER, OR HIS
<br />AUTHORIZED REPRESENTATIVE, WILL BE NOTIFIED IN WRITING AS TO ANY PARTICULAR DEFECTS OR DEFICIENCIES TO BE
<br />REMEDIED. THE CONTRACTOR SHALL PROCEED TO CORRECT ANY SUCH DEFECTS OR DEFICIENCIES AT THE EARLIEST
<br />POSSIBLE DATE. AT SUCH TIME, AS THE WORK HAS BEEN COMPLETED, A SECOND INSPECTION SHALL BE MADE BY THE
<br />DIRECTOR TO DETERMINE IF THE PREVIOUSLY MENTIONED DEFECTS HAVE BEEN REPAIRED, ALTERED AND COMPLETED IN
<br />ACCORDANCE WITH THESE STANDARDS AND SPECIFICATIONS. WHEN THE WORK HAS BEEN COMPLETED IN ACCORDANCE
<br />WITH THE APPROVED PLANS AND SPECIFICATIONS, THE DIRECTOR WILL RECOMMEND ACCEPTANCE OF THE WORK TO THE
<br />BOARD OF SUPERVISORS.
<br />15. TRAFFIC SIGNS AND MARKINGS SHALL CONFORM TO THE MANUAL ON TRAFFIC CONTROL DEVICES (MUTCD), THE
<br />MUTCD CALIFORNIA SUPPLEMENT, CALTRANS STANDARD PLANS, SAN JOAQUIN COUNTY STANDARDS AND AS SHOWN ON
<br />THE PLANS. ALL SIGNS SHALL BE VISIBLE TO TRAFFIC FROM ALL DIRECTIONS.
<br />16. DRAINAGE FACILITIES SHALL BE MAINTAINED DURING PERIODS OF INCLEMENT WEATHER AND RESTORED TO THEIR
<br />ORIGINAL CONDITIONS UPON COMPLETION OF WORK.
<br />PIPF TARI F
<br />TYPE OF UTILITY
<br />SIZE
<br />TYPE & CLASS
<br />BEDDING CLASS
<br />FOR
<br />APPROVAL PRIOR TO
<br />PVC CL200 DR14 PER AWWA C900-97 OR DIP 4 FEET EITHER
<br />SCALE:
<br />SIDE OF A WATER MAIN CROSSING WITH NO JOINTS 4 FEET
<br />A N
<br />J
<br />O A Q
<br />EITHER SIDE OF THE WATER CROSSING OTHERWISE SDR -35
<br />PER SAN JOAQUIN
<br />SANITARY SEWER
<br />4 LATERALS
<br />MAY BE USED.
<br />COUNTY STD DWG R-29
<br />8•
<br />SDR -35 UNLESS OTHERWISE NOTED
<br />I F
<br />I C
<br />STORM DRAIN
<br />12" TO 18"
<br />CL V RCP OR DIP UNLESS
<br />PER SAN JOAQUIN
<br />EXP DATE: 09/2007
<br />OTHERWISE NOTED
<br />COUNTY STD DWG R-29
<br />G -
<br />C900 CL 150 OR DIP
<br />WATER MAIN
<br />81
<br />TYPE K COPPER
<br />POLYTHYLONE, OR
<br />PER SAN JOAQUIN
<br />POLYBUTYLONE WITH
<br />COUNTY STD DWG R-29
<br />COMPRESSION TYPE
<br />FITTINGS UNLESS
<br />OTHERWISE NOTED
<br />BENCH MARK:
<br />PER U.S.G. . B.M. 19-8 5.
<br />N
<br />LOCATION: NORTHWEST CORNERNER OFOF MASONIC
<br />BUILDING IN THE TOWN OF WOODBRIDGE.
<br />ELEVATION: 45.85 IS MOST CURRENT PER
<br />F.E.M.A.
<br />DATE SIGNED: 1"I'*-eH
<br />SPECIFICATIONS
<br />CONTRACTOR NOTES
<br />1. THE CONTRACTOR SHALL BE RESPONSIBLE FOR ALL PERMITS AND LICENSES REQUIRED FOR THE CONSTRUCTIONS AND
<br />COMPLETION OF THE PROJECT, AND SHALL PERFORM ALL WORK IN ACCORDANCE WITH THE REQUIREMENTS AND
<br />CONDITIONS OF ALL PERMITS AND APPROVALS APPLICABLE TO THIS PROJECT. THE CONTRACTOR SHALL ENSURE THAT THE
<br />NECESSARY RIGHT-OF-WAY, EASEMENTS, ABANDONMENT AND/OR PERMITS ARE SECURED PRIOR TO CONSTRUCTION.
<br />2. THE CONTRACTOR SHALL BE HELD RESPONSIBLE FOR ANY FIELD CHANGES MADE WITHOUT PRIOR WRITTEN
<br />AUTHORIZATION FROM THE OWNER AND THE SAN JOAQUIN COUNTY PUBLIC WORKS DIRECTOR.
<br />3. THE CONTRACTOR SHALL EXERCISE DUE CAUTION AND SHALL CAREFULLY PRESERVE BENCH MARKS, CONTROL POINTS,
<br />REFERENCE POINTS AND ALL SURVEY STAKES, AND SHALL BEAR ALL EXPENSES FOR REPLACEMENT AND/OR ERRORS
<br />CAUSED BY THEIR UNNECESSARY LOSS OR DISTURBANCE.
<br />4. THE CONTRACTOR SHALL BE RESPONSIBLE FOR ADEQUATELY SCHEDULING INSPECTION AND TESTING OF ALL FACILITIES
<br />CONSTRUCTED UNDER THIS CONTRACT. ALL TESTING SHALL CONFORM TO THE REGULATORY AGENCY'S STANDARD
<br />SPECIFICATIONS. ALL TESTING AND INSPECTION SHALL BE PAID FOR BY THE OWNER; ALL RE -TESTING AND/OR
<br />RE -INSPECTION SHALL BE PAID FOR BY THE CONTRACTOR.
<br />5. THE CIVIL ENGINEER SHALL KEEP AN ACCURATE RECORD OF ALL APPROVED DEVIATIONS FROM THE PLANS AND SHALL
<br />PROVIDE A COPY OF THESE RECORDS TO THE DIRECTOR UPON COMPLETION OF WORK. THESE ARE TO BE UTILIZED WITH
<br />THE INSPECTOR'S PLANS FOR PREPARING A COMPLETE AND ACCURATE SET OF 'RECORD DRAWINGS" FOR THE
<br />PERMANENT RECORDS OF THE COUNTY. PREPARATION OF THE "RECORD DRAWINGS" IS THE RESPONSIBILITY OF THE
<br />DEVELOPER AND HIS CIVIL ENGINEER. "RECORD DRAWINGS" SHALL BE SUBMITTED TO THE DIRECTOR PRIOR TO
<br />ACCEPTANCE OF WORK AS COMPLETE. APPROVED DEVIATIONS SHALL BE RECORDED IN RED INK ON THE ORIGINAL
<br />APPROVED PLANS, NOT REPRODUCIBLE COPIES. THE ORIGINAL PLANS SHALL NOT BE REMOVED FROM THE DEPARTMENT
<br />OF PUBLIC WORKS FOR PREPARATION OF 'RECORD DRAWINGS% A WORK AREA WILL BE AVAILABLE FOR MAKING
<br />ADDITIONS OR CORRECTIONS, AS WILL THE "RECORD DRAWING" STAMP AND PEN WITH RED INK, IF REQUESTED.
<br />6. LOCATION OF SAW CUTTING AS REPRESENTED ON THESE PLANS SHALL BE DETERMINED IN THE FIELD WITH THE SAN
<br />JOAQUIN COUNTY PUBLIC WORKS INSPECTOR. IF THE EXISTING SECTION REQUIRES GRINDING OR OVERLAYING OF A.C., IT
<br />SHALL BE DETERMINED IN THE FIELD WITH THE SAN JOAQUIN COUNTY PUBLIC WORKS INSPECTOR.
<br />7. PRIOR TO CONSTRUCTION THE CONTRACTOR SHALL PREPARE AND SUBMIT A TRAFFIC HANDLING AND DETOUR PLAN TO
<br />THE COUNTY OF SAN JOAQUIN. IF REQUIRED.
<br />ENGINEER GENERAL NOTES
<br />1. ALL TRENCH EXCAVATION SHALL BE IN ACCORDANCE WITH SAN JOAQUIN COUNTY STANDARD SPECIFICATION SECTION
<br />5 -ALT. A.
<br />2. EXCAVATION OF 5 FEET OR MORE IN DEPTH WILL REQUIRE AN EXCAVATION PERMIT FROM THE STATE OF CALIFORNIA
<br />DEPARTMENT OF INDUSTRIAL SAFETY.
<br />3. EXISTING UTILITIES ARE SHOWN AS THEY ARE BELIEVED TO EXIST. THE OWNER AND THE ENGINEER DO NOT ACCEPT
<br />RESPONSIBILITY FOR THEIR ACCURACY. PRIOR TO COMMENCING ANY WORK, THE CONTRACTOR SHALL HAVE EACH UTILITY
<br />COMPANY ACCURATELY LOCATE IN THE FIELD THEIR MAINS AND SERVICE LINES. IT SHALL BE THE CONTRACTOR'S
<br />RESPONSIBILITY TO PROTECT ALL EXISTING UTILITIES.
<br />4. ATTENTION IS CALLED TO: SECTION 1540 (A) (1) OF THE CONSTRUCTION SAFETY ORDERS (TITLE 8 CALIFORNIA
<br />ADMINISTRATION CODE SECTION 1540), ISSUED BY THE OCCUPATIONAL SAFETY AND HEALTH STANDARDS BOARD
<br />PURSUANT TO THE CALIFORNIA OCCUPATIONAL SAFETY AND HEALTH ACT OF 1973, AS AMENDED, WHICH STATES:
<br />"PRIOR TO OPENING AN EXCAVATION, EFFORT SHALL BE MADE TO DETERMINE WHETHER UNDERGROUND
<br />INSTALLATION I.E., SEWER, WATER, FUEL, ELECTRIC LINES, ETC., WILL BE ENCOUNTERED AND, IF SO, WHERE SUCH
<br />UNDERGROUND INSTALLATIONS ARE LOCATED. WHEN THE EXCAVATION APPROACHES THE APPROXIMATE LOCATION OF
<br />SUCH AN INSTALLATION, THE EXACT LOCATION SHALL BE DETERMINED BY CAREFUL PROBING OR HAND DIGGING
<br />AND WHEN IT IS UNCOVERED, ADEQUATE PROTECTION SHALL BE PROVIDED FOR THE EXISTING INSTALLATION. ALL
<br />KNOWN OWNERS OF UNDERGROUND FACILITIES IN THE AREA CONCERNED SHALL BE ADVISED OF PROPOSED WORK
<br />AT LEAST 48 HOURS PRIOR TO THE START OF ACTUAL EXCAVATION."
<br />5. THE CONTRACTOR SHALL CONTACT TRUEMAN PHILLIPS (468-3019) OF SAN JOAQUIN COUNTY FIELD OF ENGINEERING
<br />DIVISION AT LEAST 72 HOURS IN ADVANCE OF THE CONTRACTOR'S INTENT TO SCHEDULE A PRE -CONSTRUCTION
<br />CONFERENCE PRIOR TO STARTING ANY WORK.
<br />6. PRIOR TO COMMENCING ANY WORK, IT SHALL BE THE CONTRACTOR'S RESPONSIBILITY TO HAVE EACH UTILITY COMPANY
<br />LOCATE IN THE FIELD THEIR MAIN SERVICE LINES. THE CONTRACTOR SHALL NOTIFY MEMBERS OF THE UNDERGROUND
<br />SERVICE ALERT (U.SA.) 48 HOURS IN ADVANCE OF PERFORMING EXCAVATION WORK BY CALLING THE TOLL-FREE
<br />NUMBER (800-227-2600).
<br />7. THE CONTRACTOR SHALL CHECK WITH THE UTILITY COMPANIES AND VERIFY ALL UTILITY LOCATIONS. IT SHALL BE
<br />CONTRACTOR'S SOLE RESPONSIBILITY TO PROTECT ALL EXISTING UTILITIES SO THAT NO DAMAGE RESULTS TO THEM
<br />DURING THE PERFORMANCE OF HIS CONTRACT. THE CONTRACTOR SHALL BE REQUIRED TO COOPERATE WITH OTHER
<br />CONTRACTORS AND UTILITY COMPANIES INSTALLING NEW STRUCTURES, UTILITIES AND SERVICES TO THE DEVELOPMENT.
<br />8. PAYMENT FOR PAVEMENT WILL BE MADE FOR THE AREAS SHOWN ON THE PLANS. REPLACEMENT OF PAVEMENT WHICH
<br />IS BROKEN OR CUT IN THE INSTALLATION OF THE IMPROVEMENTS COVERED BY THESE PLANS AND SPECIFICATIONS, AND
<br />WHICH LIES OUTSIDE OF SAID AREAS, SHALL BE INCLUDED IN THE STREET CONTRACTOR'S UNIT PRICE FOR PAVEMENT,
<br />AND NO ADDITIONAL PAYMENT SHALL BE MADE FOR SUCH WORK.
<br />9. THE CONTRACTOR SHALL EXPOSE EXISTING STORM DRAINS AND SANITARY SEWERS WHERE CONNECTIONS ARE TO BE
<br />MADE SO EXISTING FLOWLINES AND LOCATIONS CAN BE VERIFIED BEFORE THE START OF CONSTRUCTION.
<br />10. CONSTRUCTION STAKING: IF SIEGFRIED ENGINEERING IS NOT PERFORMING THE CONSTRUCTION STAKING, AND AN
<br />ERROR OR OMISSION ON THE PLANS IS DISCOVERED BY THE SURVEYOR PERFORMING THE CONSTRUCTION STAKING
<br />DURING THE PREPARATION OF THE STAKING PLAN AND IT IS NOT IMMEDIATELY BROUGHT TO THE ATTENTION OF
<br />SIEGFRIED ENGINEERING THEN SIEGFRIED ENGINEERING CAN NOT, AND WILL NOT TAKE RESPONSIBILITY FOR THE
<br />CONSTRUCTION COSTS HAD THE ERROR OR OMISSION BEEN MITIGABLE PRIOR TO CONSTRUCTION.
<br />11. AFTER THE SANITARY SEWER PIPE HAS BEEN LAID AND BACKFILLED, A LOW PRESSURE AIR TEST PER SAN JOAQUIN
<br />COUNTY STANDARD SPECIFICATIONS "AIR PRESSURE TEST" SHALL BE MADE ON EACH SECTION OF PIPE BETWEEN
<br />MAINTENANCE HOLES. THE PRESSURE TEST SHALL BE CONDUCTED AS PRESCRIBED BY THE COUNTY ENGINEER AND
<br />SHALL MEET AIR PRESSURE LOSS PER TIME PERIOD IN ACCORDANCE WITH SAN JOAQUIN COUNTY STANDARD
<br />SPECIFICATIONS. SHOULD ANY TEST ON ANY SECTION OR PIPELINE DISCLOSE AN AIR LOSS GREATER THAN THAT
<br />PERMITTED, THE CONTRACTOR SHALL, AT HIS OWN COST, LOCATE AND REPAIR THE DEFECTIVE JOINTS OR PIPE AND
<br />RETEST UNTIL THE AIR LOSS IS WITHIN THE SPECIFIED ALLOWANCE. CONTRACTOR SHALL TELEVISE LINES AND PRESENT
<br />THE SAN JOAQUIN COUNTY WITH A COPY OF THE VIDEO TAPE. ANY DEFECTS FOUND BY THE SAN JOAQUIN COUNTY BY
<br />TELEVISION INSPECTION SHALL BE REPAIRED BY THE CONTRACTOR PRIOR TO CONSTRUCTION OF THE STREET PAVEMENT.
<br />12. THE UNDERGROUND CONTRACTOR SHALL PROVIDE SUFFICIENT RECORDS AND SHALL LEAVE ADEQUATE MARKS IN THE
<br />FIELD FOR THE CURB, GUTTER AND SIDEWALK CONTRACTOR TO ACCURATELY STAMP THE "S' AND "W" MARKINGS FOR
<br />SANITARY AND WATER SERVICES. PRIOR TO THE PLACING OF ANY SIDEWALK OR CURB SECTION, THE CURB, GUTTER AND
<br />SIDEWALK CONTRACTOR SHALL FURNISH DATA TO THE SAN JOAQUIN COUNTY FIELD INSPECTOR SHOWING HE HAD
<br />ADEQUATE INFORMATION TO ACCURATELY FIELD LOCATE AND MARK THE "S" AND "W MARKINGS TO BE STAMPED IN HIS
<br />WORK. SANITARY SEWER SERVICES IN NEW SUBDIVISIONS SHALL BE MARKED BY THE CURB, GUTTER AND SIDEWALK
<br />CONTRACTOR WITH AN "S" STAMPED ON THE BACK OF THE SIDEWALK OR ON THE TOP OF THE CURB. WATER SERVICES
<br />IN NEW SUBDIVISIONS SHALL BE MARKED BY THE CURB, GUTTER AND SIDEWALK CONTRACTOR WITH A "W STAMPED ON
<br />THE BACK OF THE SIDEWALK OR ON THE TOP OF CURB. PRIOR TO FINAL TROWELING OF THE CONCRETE, THE SAN
<br />JOAQUIN COUNTY FIELD INSPECTOR SHALL DETERMINE THAT THE "S" AND "W" MARKINGS HAVE BEEN STAMPED ON THE
<br />BACK OF SIDEWALK OR ON THE TOP OF CURB.
<br />13. ALL STATIONS ARE STREET PAVEMENT CENTERLINE STATIONS.
<br />CA:800-227-^_600
<br />NV 80C 7-2600_
<br />Y•�.•v7
<br />14. THE CONTRACTOR SHALL FURNISH, INSTALL OPERATE AND MAINTAIN ALL MACHINERY, APPLIANCES AND EQUIPMENT TO
<br />MAINTAIN ALL EXCAVATIONS FREE FROM WATER DURING CONSTRUCTION, AND SHALL DEWATER AND DISPOSE OF THE
<br />WATER SO AS TO NOT CAUSE INJURY TO PUBLIC OR PRIVATE PROPERTY, OR TO CAUSE A NUISANCE OR MENACE TO
<br />THE PUBLIC. THE DEWATERING SYSTEM SHALL BE INSTALLED AND OPERATED SO THE GROUNDWATER LEVEL OUTSIDE THE
<br />EXCAVATION IS NOT REDUCED TO THE EXTENT WHICH WOULD CAUSE DAMAGE OR ENDANGER ADJACENT STRUCTURES OR
<br />PROPERTY. ALL COSTS FOR DEWATERING SHALL BE INCLUDED IN THE UNIT PRICE BID FOR ALL PIPE CONSTRUCTION. THE
<br />STATIC WATER LEVEL SHALL BE DRAWN DOWN A MINIMUM OF 1 FOOT BELOW THE BOTTOM OF EXCAVATION OF ANY FILL
<br />TO THE SPECIFIED DENSITY. DISPOSAL OF WATER SHALL BE IN ACCORDANCE WITH THE APPROVED SWPPP AND SHALL
<br />NOT DAMAGE PROPERTY, CREATE A PUBLIC NUISANCE OR VIOLATE THE LAW. THE CONTRACTOR SHALL HAVE ON HAND,
<br />PUMPING EQUIPMENT AND MACHINERY IN GOOD WORKING CONDITION FOR EMERGENCIES AND SHALL HAVE WORKMEN
<br />AVAILABLE FOR ITS OPERATION. THE DEWATERING SYSTEM SHALL OPERATE CONTINUOUSLY UNTIL BACK -FILL HAS BEEN
<br />COMPLETED TO 1 FOOT ABOVE THE NORMAL STATIC GROUNDWATER LEVEL
<br />15. THE CONTRACTOR SHALL BE HELD RESPONSIBLE FOR ANY FIELD CHANGES MADE WITHOUT PRIOR WRITTEN
<br />AUTHORIZATION FROM THE OWNER AND THE COUNTY ENGINEER.
<br />16. THE CONTRACTOR
<br />SHALL SUBMIT PERTINENT PLANS SPECIFICATIONS AND DETAILS FOR STREET LIGHTS TO COUNTY
<br />FIELD
<br />INSPECTOR
<br />FOR
<br />APPROVAL PRIOR TO
<br />INSTALLATION.
<br />SCALE:
<br />S
<br />A N
<br />J
<br />O A Q
<br />U I N
<br />C
<br />O
<br />U N TY
<br />S
<br />P E
<br />C
<br />LL
<br />I F
<br />I C
<br />AT I
<br />O
<br />N
<br />S
<br />CHANGES ON PLANS AND SPECIFICATIONS --ANY CHANGES TO THE APPROVED IMPROVEMENT PLANS AND SPECIFICATIONS
<br />MUST BE PREPARED AND CERTIFIED BY THE CML ENGINEER, AND SHALL BE SUBMITTED TO THE DIRECTOR FOR
<br />APPROVAL PRIOR TO IMPLEMENTATION.
<br />MAINTAINING TRAFFIC --ATTENTION IS DIRECTED TO SECTIONS 7-1.08, "PUBLIC CONVENIENCE; 7-1.09, 'PUBLIC SAFETY,"
<br />AND 12, "CONSTRUCTION AREA TRAFFIC CONTROL DEVICES; OF THE STANDARD SPECIFICATIONS AND THESE SPECIAL
<br />PROVISIONS.
<br />CONSTRUCTION AREA TRAFFIC CONTROL DEVICES SHALL BE 1N ACCORDANCE WITH THE CURRENT MANUAL OF TRAFFIC
<br />CONTROLS (CALTRANS) AND SUPPLEMENTED BY THE CURRENT WORK AREA TRAFFIC CONTROL HANDBOOK (BUILDING
<br />NEWS).
<br />THROUGH PUBLIC TRAFFIC SHALL BE PERMITTED TO PASS THROUGH CONSTRUCTION OPERATIONS AT ALL TIMES WITH AS
<br />LITTLE INCONVENIENCE AND DELAY AS POSSIBLE.
<br />THE CONTRACTOR SHALL FURNISH, ERECT AND MAINTAIN ALL CONSTRUCTION AREA TRAFFIC CONTROL DEVICES WITHIN THE
<br />PROJECT AND AT ALL PUBLIC ROAD ENTRANCES TO THE PROJECT.
<br />SECTION 16
<br />ALTERNATE B
<br />CLEARING AND GRUBBING (MINOR) --CLEARING AND GRUBBING SHALL CONFORM TO THE REQUIREMENTS IN SECTION 16,
<br />"CLEARING AND GRUBBING," OF THE STANDARD SPECIFICATIONS AND THESE SPECIAL PROVISIONS.
<br />ALL TREES SHALL BE PRESERVED UNLESS OTHERWISE DESIGNATED ON THE PLANS OR MARKED FOR REMOVAL
<br />PLANTS AND LAWN IN FRONT OF RESIDENCES SHALL BE PRESERVED ADJACENT TO NEW SHOULDER CONSTRUCTION
<br />WHERE NATURAL GROUND SURFACE AND FINISHED GRADE ARE COMPATIBLE, UNLESS OTHERWISE DESIGNATED ON THE
<br />PLANS, AND AS DIRECTED BY THE ENGINEER.
<br />TREE TRIMMING WILL BE REQUIRED ONLY WHERE IT IS NECESSARY TO CLEAR CONSTRUCTION EQUIPMENT UNLESS
<br />OTHERWISE SHOWN ON THE PLANS.
<br />EXISTING TREE STUMPS INSIDE LIMITS OF WORK SHALL BE REMOVED TO A POINT ONE FOOT (1') BELOW FINISHED
<br />GRADE, UNLESS OTHERWISE SHOWN ON PLANS. TREE ROOTS THAT INTERFERE WITH CONSTRUCTION SHALL BE CUT OFF
<br />IN A WORKMANLIKE MANNER.
<br />GRASS AND WEEDS MAY BE THOROUGHLY INCORPORATED WITH THE NATIVE SOIL BY DISKING OR OTHER MEANS.
<br />MATERIALS CONTAINING GRASS AND WEEDS SHALL BE USED OUTSIDE THE PAVED PORTION OF THE ROADWAY.
<br />BURNING WILL BE ALLOWED WHEN PERMITTED BY THE SAN JOAQUIN VALLEY UNIFIED AIR POLLUTION CONTROL DISTRICT.
<br />SECTION 17
<br />WATERING --WATERING SHALL CONFORM TO THE REQUIREMENTS IN SECTION 17, "WATERING; OF THE STANDARD
<br />SPECIFICATIONS AND THESE SPECIAL PROVISIONS.
<br />WATER FOR USE ON THIS PROJECT SHALL BE NONPOTABLE WATER UNLESS OTHERWISE APPROVED BY THE COUNTY IN
<br />WRITING FOR USE OF POTABLE WATER AND SHALL BE FURNISHED AND APPLIED AS REQUIRED IN THE SPECIFICATIONS.
<br />THE CONTRACTOR SHALL ADVISE THE COUNTY IN WRITING OF THE INTENDED SOURCE(S) TO BE USED, PRIOR TO
<br />STARTING WORK ON THE PROJECT.
<br />NONPOTABLE WATER SUPPLY, TANKS, PIPES AND ANY OTHER CONVEYANCES OF NONPOTABLE WATER SHALL BE CLEARLY
<br />AND DISTINCTLY LABELED:
<br />NONPOTABLE WATER
<br />DO NOT DRINK
<br />SECTION 19
<br />ALTERNATE B (SANDY SOILS)
<br />EARTHWORK --EARTHWORK SHALL CONFORM TO THE REQUIREMENTS IN SECTION 19, "EARTHWORK," OF THE STANDARD
<br />SPECIFICATIONS AND THESE SPECIAL PROVISIONS.
<br />ALL RELATIVE COMPACTION REQUIREMENTS OF SECTION 19-5, "COMPACTION," OF THE STANDARD SPECIFICATIONS, SHALL
<br />BE NOT LESS THAN NINETY PERCENT (90%).
<br />THE REQUIREMENT OF THE SECOND PARAGRAPH OF SECTION 19-5.03, "RELATIVE COMPACTION (95 PERCENT),' OF THE
<br />STANDARD SPECIFICATIONS, WILL BE REQUIRED ONLY IN THOSE AREAS SHOWN ON THE PLANS.
<br />IN LIEU OF THE TOLERANCE SPECIFIED IN SECTION 19-1.03B "GRADE TOLERANCE; OF THE STANDARD SPECIFICATIONS,
<br />THE SURFACE OF THE GRADING PLANE SHALL NOT BE MORE THAN 0.05 FOOT ABOVE OR BELOW THE GRADE
<br />ESTABLISHED BY THE ENGINEER.
<br />BEFORE GRADE IS APPROVED BY THE COUNTY, ALL EARTHWORK (INCLUDING DRIVEWAYS AND SLOPES) SHALL BE
<br />COMPACTED TO GRADE. UNLESS OTHERWISE SHOWN ON THE PLANS, ALL SURPLUS MATERIALS NOT TO BE SALVAGED,
<br />STOCKPILED OR DISPOSED OF AS PROVIDED IN SECTION 19-2.06, "SURPLUS MATERIAL; OF THE STANDARD
<br />SPECIFICATIONS, SHALL BECOME THE PROPERTY OF THE CONTRACTOR AND DISPOSED OF AS PROVIDED IN SECTION
<br />7-1.13, "DISPOSAL OF MATERIAL OUTSIDE THE HIGHWAY RIGHT OF WAY; OF THE STANDARD SPECIFICATIONS.
<br />UNLESS OTHERWISE SHOWN ON THE PLANS, THE EXISTING PAVEMENT, WHEN USED AS EMBANKMENT, SHALL BE BROKEN
<br />UP INTO PIECES NOT LARGER THAN 0.33 FOOT IN GREATEST DIMENSION.
<br />NO.I DESCRIPTION
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<br />EARTHWORK (STRUCTURE EXCAVATION & BACKFILL) --STRUCTURE EXCAVATION AND BACKFILL SHALL CONFORM TO THE
<br />REQUIREMENTS IN SECTION 19-3, "STRUCTURE EXCAVATION AND BACKFILL; OF THE STANDARD SPECIFICATIONS AND
<br />THESE SPECIAL PROVISIONS.
<br />ALL REFERENCES TO CULVERT EXCAVATION AND CULVERT BACKFILL ON THE PIANS SHALL BE DEEMED TO MEAN
<br />STRUCTURE EXCAVATION AND STRUCTURE BACKFILL, RESPECTIVELY, IN THE STANDARD SPECIFICATIONS AND THESE
<br />SPECIAL PROVISIONS.
<br />STRUCTURE BACKFILL WHICH IS OUTSIDE OF THE PAVED PORTIONS OF THE ROADWAY, UNLESS OTHERWISE SPECIFIED ON
<br />THE PLANS, SHALL BE NATIVE MATERIAL SELECTED FOR ITS RESISTANCE TO EROSION.
<br />COMPACTION REQUIREMENTS: UNLESS OTHERWISE SHOWN ON THE PLANS, THE COMPACTION REQUIREMENTS WITHIN THE
<br />LIMITS OF STRUCTURE EXCAVATION FOR PIPES AND ARCHES SHALL BE AS SHOWN ON STANDARD DRAWINGS.
<br />PONDING AND JETTING WILL BE PERMITTED ONLY IF A MAINTENANCE BOND IN THE AMOUNT OF TWENTY PERCENT (20%)
<br />OF THE ENGINEER'S ESTIMATE WITH A CORPORATE SURETY APPROVED BY THE COUNTY IS PROVIDED. SUCH A BOND
<br />SHALL BE PROVIDED BEFORE FINAL ACCEPTANCE OF THE PROJECT BY THE COUNTY AND SHALL GUARANTEE THE REPAIR
<br />OF ALL DAMAGE DUE TO FAULTY MATERIALS OR WORKMANSHIP PROVIDED OR DONE BY THE CONTRACTOR. THE
<br />GUARANTEE SHALL REMAIN IN EFFECT FOR A PERIOD OF THREE (3) YEARS AFTER THE DATE OF FINAL ACCEPTANCE OF
<br />THE PROJECT BY THE COUNTY OR BOARD OF SUPERVISORS.
<br />EARTHWORK (CONCRETE CURBS & SIDEWALKS) --EARTHWORK FOR CONCRETE CURBS AND SIDEWALKS SHALL CONFORM
<br />TO THE REQUIREMENTS IN SECTION 19, "EARTHWORK," OF THE STANDARD SPECIFICATIONS AND THESE SPECIAL
<br />PROVISIONS.
<br />EXCAVATION FOR CONCRETE CURBS AND SIDEWALKS ALONG IMPROVED FRONTAGES SHALL BE LIMITED TO SIX INCHES (6")
<br />BEHIND NEW CONCRETE CONSTRUCTION ADJACENT TO PROPERTY LINE UNLESS OTHERWISE SHOWN ON THE PLANS.
<br />ALL RELATIVE COMPACTION OF SECTION 19-5, "COMPACTION," OF THE STANDARD SPECIFICATIONS, SHALL BE NOT LESS
<br />THAN NINETY PERCENT (90%), UNLESS OTHERWISE DESIGNATED ON THE PLANS. THE REQUIREMENT OF THE SECOND
<br />PARAGRAPH OF SECTION 19-5.03, "RELATIVE COMPACTION (95 PERCENT)," OF THE STANDARD SPECIFICATIONS, WILL NOT
<br />BE REQUIRED.
<br />GROUND AREA TO BE USED F OR LANDSCAPING PURPOSES, WHICH HAS BEEN EXCAVATED OR IS BELOW FINISHED
<br />GRADE, SHALL BE BACKFILLED WITH SELECTED MATERIAL OR IMPORTED TOPSOIL, FREE OF STONES, CONFORMING TO THE
<br />PROVISIONS OF SECTION 20-2.01, "TOPSOIL," OF THE STANDARD SPECIFICATIONS AND THESE SPECIAL PROVISIONS,
<br />UNLESS OTHERWISE SHOWN ON THE PLANS. BACKFILLED MATERIAL IN GROUND AREAS SHALL BE COMPACTED EQUAL TO
<br />NATURAL GROUND AND MAY BE COMPACTED BY PONDING WITH WATER.
<br />THE GROUND ARTA ADJACENT TO NEW CONCRETE OR PAVEMENT CONSTRUCTION SHALL BE GRADED FLUSH TO MATCH
<br />NEW IMPROVEMENTS AS SHOWN ON THE PLANS. BACKFILL MATERIAL IN SLOPE AREAS GREATER THAN SIX TO ONE
<br />SHALL BE SELECTED FOR RESISTANCE TO EROSION.
<br />UNLESS OTHERWISE SHOWN ON THE PLANS OR SPECIFIED IN THESE SPECIAL PROVISIONS, ALL SURPLUS MATERIAL NOT
<br />TO BE SALVAGED SHALL BECOME THE PROPERTY OF THE CONTRACTOR AND SHALL BE DISPOSED OF AS PROVIDED IN
<br />SECTION 7-1.13, "DISPOSAL OF MATERIAL OUTSIDE THE HIGHWAY RIGHT OF WAY; OF THE STANDARD SPECIFICATIONS.
<br />SECTION 22
<br />FINISHING ROADWAY --FINISHING ROADWAY SHALL CONFORM TO THE REQUIREMENTS IN SECTION 22, "FINISHING ROADWAY,"
<br />OF THE STANDARD SPECIFICATIONS.
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<br />AGGREGATE BASE --AGGREGATE BASE SHALL CONFORM TO THE REQUIREMENTS IN SECTION 26, "AGGREGATE BASES,' OF
<br />THE STANDARD SPECIFICATIONS AND THESE SPECIAL PROVISIONS.
<br />AGGREGATE BASE SHALL BE CLASS 2.
<br />THE COMBINED AGGREGATE SHALL CONFORM TO THE GRADING SPECIFIED FOR THE THREE-FOURTHS INCH (3/4")
<br />MAXIMUM AGGREGATE.
<br />THE R -VALUE REQUIREMENT MAY BE WAIVED, PROVIDED THE AGGREGATE BASE CONFORMS TO THE SPECIFIED GRADING
<br />AND DURABILITY AND HAS A SAND EQUIVALENT VALUE OF THIRTY-THREE (33) OR MORE.
<br />RECYCLED ASPHALT CONCRETE (RAC.) MAY BE SUBSTITUTED FOR CLASS 7 AGGREGATE BASE, PROVIDED IT MEETS THE
<br />SPECIFIED GRADATION AND R -VALUE REQUIREMENTS. DURABILITY AND SAND FQUIVALENT REQUIREMENTS SHALL BE
<br />WANED.
<br />IF THE RESULTS OF THE R -VALUE TEST ON RAC. DO NOT MEET THE REQUIREMENTS FOR CLASS 2 AGGREGATE BASE,
<br />THE AGGREGATE BASE REPRESENTED BY THE FAILING TEST SHALL BE REMOVED. NO SINGLE R -VALUE TEST SHALL
<br />REPRESENT MORE THAN TWO THOUSAND (2,000) CUBIC YARDS OR ONE (1) DAY'S PRODUCTION.
<br />THE RESULTS OF THE R -VALUE TEST SHALL BE KNOWN PRIOR TO PLACEMENT OF SUBSEQUENT LAYERS OF MATERIAL.
<br />SECTION 39
<br />ALTERNATE A
<br />ASPHALT CONCRETE --ASPHALT CONCRETE SHALL CONFORM TO THE REQUIREMENTS IN SECTION 39, "ASPHALT
<br />CONCRETE; OF THE STANDARD SPECIFICATIONS AND THESE SPECIAL PROVISIONS.
<br />ASPHALT CONCRETE SHALL BE TYPE "B". AGGREGATE SHALL CONFORM TO THE ONE-HALF INCH (1/2") MINIMUM,
<br />COARSE OR MEDIUM GRADING AS DETERMINED BY THE ENGINEER AND DIRECTOR. AT THE CONTRACTOR'S OPTION, AND
<br />WITH APPROVAL OF THE ENGINEER AND DIRECTOR, AGGREGATE MAY BE THREE-FOURTHS INCH (3/4") MAXIMUM, MEDIUM
<br />GRADING WITH THE EXCEPTION OF THE FINAL FINISH COURSE.
<br />AGGREGATE CONFORMING TO THE THREE-EIGHTHS INCH (3/8") MAXIMUM GRADING WILL BE PERMITTED FOR USE IN
<br />DRIVEWAYS, DIKES AND OTHER AREAS WITH APPROVAL OF THE ENGINEER AND DIRECTOR.
<br />THE AMOUNT OF ASPHALT BINDER TO BE MIXED WITH THE AGGREGATE SHALL BE BETWEEN FIVE PERCENT (5%) AND
<br />SEVEN PERCENT (7%) BY WEIGHT OF THE DRY AGGREGATE. THE EXACT AMOUNT OF ASPHALT BINDER TO BE MIXED
<br />WITH THE AGGREGATE WILL BE DETERMINED BY THE ENGINEER. THE AR VISCOSITY GRADE OF THE ASPHALT BINDER
<br />SHALL BE 4,000 UNLESS OTHERWISE SHOWN ON THE PLANS. THE PROVISIONS OF PARAGRAPHS 5 THROUGH 8 OF
<br />SECTION 39- 3.03, "PROPORTIONING," OF THE STANDARD SPECIFICATIONS, SHALL NOT APPLY TO THIS PROJECT.
<br />WHEN THE ASPHALT CONCRETE IS TO BE PRODUCED IN A BATCH PLANT, THE ASPHALT CONCRETE SHALL BE
<br />PROPORTIONED AND MIXED BY THE AUTOMATIC METHOD.
<br />WHEN SHOWN IN THE ENGINEER'S ESTIMATE PRIME COAT, LIQUID ASPHALT PENETRATION GRADE SHALL BE SC -70 OR
<br />SC -250 AS DIRECTED BY THE ENGINEER AND DIRECTOR. THE PLACEMENT OF ASPHALT CONCRETE SHALL NOT BEGIN
<br />UNTIL TWENTY-FOUR 24 HOURS AFTER THE PRIME COAT ( ) 0 IS APPLIED.
<br />PAINT BINDER (TACK COAT) SHALL BE APPLIED AT A RATE OF APPROXIMATELY 0.05 GALLON PER SQUARE YARD, UNLESS
<br />OTHERWISE SHOWN ON THE PLANS.
<br />ALL STEEL -TIRED ROLLERS SHALL BE OF THE TANDEM TYPE. THE THIRD PARAGRAPH OF SECTION 39-5.02,
<br />'COMPACTING EQUIPMENT," OF THE STANDARD SPECIFICATIONS, SHALL BE DELETED.
<br />WINDWOOD ESTATES
<br />GENERAL
<br />OFFICE OF:
<br />ENCINEERINC, INC.
<br />)TES AND SPECIFICATIONS
<br />• Civil Engineering
<br />• Land Surveying
<br />• Structural Engineering
<br />• Planning
<br />4045 Coronado Avenue • Stockton, CA 95204
<br />209 943-2021• Fax: 209 942-0214
<br />DRAWN BY:
<br />DJA
<br />SCALE:
<br />AS SHOWN
<br />DATE: 09/15/06
<br />SHEET OF
<br />w
<br />C-2 15
<br />LL
<br />R.C.E. NO.: 62498
<br />JOB NO.
<br />04251
<br />EXP DATE: 09/2007
<br />DRAWING FILE NO.
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