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CITY OF TRACY STANDARD NOTES:
<br />1. ALL WORK SHALL CONFORM TO THE CITY OF TRACY SPECIFICATIONS AND STANDARD PLANS. THE WORK IS SUBJECT TO THE
<br />INSPECTION AND APPROVAL OF THE CITY ENGINEER, AND THE ENGINEERING DIVISION INSPECTORS. CONTACT ENGINEERING
<br />DIVISION CONSTRUCTION MANAGEMENT AT (209)-831-4600, TWO WORKING DAYS (48 HOURS) PRIOR TO THE START OF
<br />ANY WORK TO ARRANGE FOR INSPECTION.
<br />2. THESE PLANS HAVE BEEN CHECKED BY THE CITY OF TRACY FOR CONFORMANCE WITH THE CITY'S MINIMUM
<br />STANDARDS, BUT SUCH CHECKING BY THE CITY DOES NOT RELIEVE THE DEVELOPER FROM ITS RESPONSIBILITY TO FIND AND
<br />CORRECT ERRORS, OMISSIONS OR MAKE CHANGES REQUIRED BY CONDITIONS DISCOVERED IN THE FIELD DURING THE
<br />COURSE OF CONSTRUCTION. ANY REQUEST BY THE DEVELOPER TO CHANGE THESE PLANS SHALL BE SUBMITTED IN WRITING
<br />TO THE CITY ENGINEER.
<br />3. REFER TO THE FINAL MAP OF THIS TRACT FOR PROPERTY LINE DATA.
<br />4, ALL REVISIONS TO THIS PLAN MUST BE REVIEWED BY THE CITY ENGINEER PRIOR TO CONSTRUCTION AND SHALL BE
<br />ACCURATELY SHOWN ON REVISED PLANS STAMPED AND SIGNED BY THE CITY ENGINEER PRIOR TO THE INSTALLATION OF
<br />THE IMPROVEMENTS.
<br />5. ALL CONSTRUCTION STAKING FOR CURB, GUTTER, SIDEWALK, SANITARY SEWERS, STORM DRAINS, WATER LINES, FIRE
<br />HYDRANTS, AND ELECTROLIERS, ETC., SHALL BE DONE BY A REGISTERED CIVIL ENGINEER OR LICENSED LAND SURVEYOR.
<br />6. THE EXISTING UTILITIES ARE PLOTTED FROM AVAILABLE RECORDS. THE DEVL PER SHALL TAKE PRECAUTIONARY MEASURES
<br />TO
<br />PROTECT THESE UTILITIES. THE DEVELOPER SHALL PERFORM NO EXCAVATION UNTIL ALL UTILITY AGENCIES AND THE
<br />CITY OF TRACY HAVE BEEN NOTIFIED AND HAVE BEEN GIVEN THE OPPORTUNITY TO MARK THEIR FACILITIES IN THE FIELD.
<br />NOTIFY UNDERGROUND SERVICE ALERT AT (800) 227-2600 AT LEAST TWO (2) WORKING DAYS PRIOR TO ANY EXCAVATION.
<br />7, HOUSE SERVICES, FIRE HYDRANT LATERALS, GAS AND TELEPHONE LINES, AND ALL OTHER UNDERGROUND UTILITIES SHALL
<br />BE INSTALLED PRIOR TO CURB, GUTTER, AND SIDEWALK CONSTRUCTION AND STREET PAVING.
<br />8. SURVEY MONUMENTS SHALL BE FURNISHED AND INSTALLED BY THE DEVELOPER AT LOCATIONS SHOWN. SUBMIT A LETTER
<br />OF CERTIFICATION FROM THE LICENSED LAND SURVEYOR CERTIFYING THAT ALL MONUMENTS ARE CENTERLINE
<br />MONUMENTS AND ARE INSTALLED AND TAGGED IN ACCORDANCE WITHT THE APROVED FINAL MAP PRIOR TO TRACT
<br />ACCEPTANCE.
<br />9. ALL LINES ABANDONED DURING CONSTRUCTION SHALL BE REMOVED.
<br />10. ALL SANITARY SEWER MAINS SHALL BE TELEVISION INSPECTED (TAPES SHALL BE GIVEN TO THE CITY OF TRACY), FLUSHED
<br />WITH AN APPROVED SEWER BALL AND PASS A LEAKAGE TEST IN CONFORMANCE WITH CITY OF TRACY STANDARD
<br />SPECIFICATIONS PRIOR TO ACCEPTANCE BY THE CITY. ALL TESTING SHALL BE PERFORMED AFTER THE COMPACTION OF
<br />STREET BASE ROCK AND PRIOR TO PAVING.
<br />11. ALL WATER LINES SHALL BE PRESSURE -TESTED, DISINFECTED, FLUSHED, AND TESTED FOR BACTERIA IN CONFORMANCE
<br />WITH THE CITY OF TRACY DESIGN STANDARDS AND STANDARD SPECIFICATIONS PRIOR TO FINAL ACCEPTANCE BY THE CITY.
<br />12. TESTING
<br />(A) ALL INDEPENDENT LABORATORY INSPECTION CALLED FOR BY THE CITY ENGINEER WILL BE PAID FOR BY THE
<br />DEVELOPER.
<br />(B) ROADWAY SUB -BASE, BASE AND TRENCH BACKFILL COMPACTION TESTING SHALL BE PERFORMED BY A SOILS LAB
<br />CONTRACTING WITH THE CITY OF TRACY.
<br />(C) TESTS FOR R -VALUES ARE REQUIRED PRIOR TO THE INSTALLATION OF BASE ROCK.
<br />(D) A MINIMUM OF 48 HOURS NOTICE IS REQUIRED TO SCHEDULE ALL SOILS TESTING SERVICES.
<br />13. STREET SIGNS SHALL BE INSTALLED AT ALL INTERSECTIONS PER CITY DESIGN STANDARDS AND STANDARD SPECIFICATIONS.
<br />14. TRAFFIC SIGNS SHALL BE INSTALLED IN CONFORMANCE WITH THE MANUAL ON UNIFORM TRAFFIC CONTROL DEVICES
<br />(MUTCD) AND MUTCD CALIFORNIA SUPPLEMENTAL AT LOCATIONS SPECIFIED BY CITY DESIGN STANDARDS AND STANDARD
<br />SPECIFICATIONS.
<br />15. STREET STRIPING SHALL INCLUDE STOP BARS, CENTERLINE STRIPING OR MARKERS, CROSSWALKS AND ALL OTHER MARKINGS
<br />REQUIRED BY THE CITY DESIGN STANDARDS AND STANDARD SPECIFICATIONS. STRIPING SHALL BE DONE WITH
<br />THERMOPLASTIC AND REFLECTIVE MARKERS. STRIPING ON MAJOR ROADS SHALL BE CAT -TRACKED AND APPROVED PRIOR
<br />TO FINAL INSTALLATION.
<br />16. ALL TRENCHES SHALL BE RACK -FILLED IN ACCORDANCE WITH CITY DESIGN STANDARDS AND STANDARD SPECIFICATIONS.
<br />COMPACTION SHALL BE ACHIEVED BY MECHANICAL MEANS. NO FLOODING, PONDING OR JETTING SHALL BE PERMITTED.
<br />17. WHEN WIDENING THE PAVEMENT ON AN EXISTING ROAD, THE EXISTING PAVEMENT SHALL BE CUT TO A NEAT LINE AND
<br />REMOVED BACK TO AN EXISTING ADEQUATE STRUCTURAL SECTION, OR TO THE ORIGINAL ROAD SECTION. AN
<br />EXPLORATORY TRENCH, OR POT HOLING, MAY BE REQUIRED TO DETERMINE THE LIMITS OF PAVEMENT REMOVAL.
<br />18. EXISTING CURB AND SIDEWALK WITHIN THE PROJECT LIMITS THAT ARE DAMAGED OR DISPLACED, EVEN THOUGH THEY WERE
<br />NOT TO BE REMOVED, SHALL BE REPAIRED OR REPLACED PER CITY STANDARD PLANS EVEN IF DAMAGE OR DISPLACEMENT
<br />OCCURRED PRIOR TO ANY WORK PERFORMED BY THE DEVELOPER.
<br />19. AT THE INTERSECTION OF TWO STREETS, THE FULL STRUCTURAL SECTION OF THE MOST PROMINENT STREET SHALL BE
<br />CONTINUED THROUGH THE INTERSECTION.
<br />20. THE THICKNESS OF SUB -BASE, BASE AND SURFACING SHALL BE DETERMINED BY THE CITY ENGINEER BASED ON TRAFFIC
<br />INDEX AND SOIL TEST FOR'R" VALUE TAKEN AFTER ROUGH GRADING AT THE LEVEL OF THE STREET SUB -GRADE.
<br />21. ASBESTOS CEMENT PIPE (ACP) OR FITTINGS SHALL NOT BE USED WITHIN THE CITY OF TRACY.
<br />22. ALL STREET MONUMENTS, LOT CORNER, AND OTHER PERMANENT PIPE OR MONUMENTS DISTURBED DURING THE PROCESS
<br />OF CONSTRUCTION SHALL BE REPLACED BEFORE ACCEPTANCE OF IMPROVEMENTS BY THE CITY OF TRACY.
<br />23. THE DEVELOPER SHALL CONTROL DUST AT ALL TIMES DURING CONSTRUCTION AS REQUIRED BY THE CITY OF TRACY.
<br />24. PRIOR TO TRENCHING FOR ANY SEWER, WATER, OR STORM DRAIN PIPE, THE DEVELOPER SHALL VERIFY, IN THE FIELD, THE
<br />SIZE AND LOCATION OF THE EXISTING PIPE AT THE POINT OF CONNECTION. ANY DEVIATION FROM THE PLANS SHALL BE
<br />RESOLVED BY THE DESIGN ENGINEER PRIOR TO TRENCHING.
<br />25. MANHOLES, VALVES, CLEANOUTS, ETC., SHALL BE BROUGHT TO FINISH GRADE BY THE DEVELOPER AFTER THE FINAL PAVING
<br />COURSE IS PLACED.
<br />26. THE INSTALLATION OF EROSION CONTROL FACILITIES SHALL BE COMPLETED PRIOR TO OCTOBER 15 AND SHALL BE
<br />MAINTAINED DAILY UNTIL APRIL 15. THESE FACILITIES SHALL CONTROL AND CONTAIN EROSION -CAUSED SILT DEPOSITS
<br />AND PROVIDE FOR SAFE DISCHARGE OF SILT -FREE STORM WATER INTO EXISTING STORM DRAIN FACILITIES. DESIGN OF
<br />THESE FACILITIES MUST BE UPDATED EACH YEAR PRIOR TO SEPTEMBER 30 AND SHALL BE APPROVED BY THE CITY ENGINEER.
<br />27. IF, DURING CONSTRUCTION, ARCHAEOLOGICAL REMAINS ARE ENCOUNTERED, CONSTRUCTION IN THE VICINITY SHALL BE
<br />HALTED, AN ARCHAEOLOGIST CONSULTED, AND THE CITY COMMUNITY DEVELOPMENT DEPARTMENT NOTIFIED. IF, IN THE
<br />OPINION OF THE ARCHAEOLOGIST, THE REMAINS ARE SIGNIFICANT, MEASURES AS MY BE REQUIRED BY THE COMMUNITY
<br />DEVELOPMENT DIRECTORS, SHALL BE TAKEN TO PROTECT THEM.
<br />28. WORK SHALL BE RESTRICTED TO WEEKDAYS BETWEEN 7:30AM AND 7:OOPM AND WEEKENDS BETWEEN 9:OOAM AND 5:OOPM.
<br />WORK WHICH REQUIRES ANY TRAFFIC LANE CLOSURES OR RESTRICTION OF THE TRAVELED WAY SHALL BE LIMITED TO
<br />9:OOAM TO 3:30PM IN THE COMMUTE DIRECTION AND 8:00 AM TO 4:30 PM IN THE NON -COMMUTE DIRECTION. COMMUTE
<br />DIRECTIONS SHALL BE AS DETERMINED BY THE CITY ENGINEER.
<br />29. THE OVERTIME COST FOR INSPECTING WORK REQUIRING CITY INSPECTION, PERFORMED BEFORE 8:OOAM AND 5:OOPM,
<br />SHALL BE PAID BY THE DEVELOPER BEFORE THE WORK IS AUTHORIZED.
<br />30. CONSTRUCTIONS EQUIPMENT WHICH OPERATES AT A NOISE LEVEL IN EXCESS OF 85 DECIBELS (MEASURED ON THE
<br />A -WEIGHTED SCALE DEFINED IN ANSI S-1.4) AT A DISTANCE OF 100 FEET FROM THE EQUIPMENT IS PROHIBITED.
<br />31. THE DEVELOPER SHALL KEEP EXCAVATIONS FREE FROM WATER DURING CONSTRUCTION. THE STATIC WATER LEVEL SHALL
<br />BE DRAWN DOWN A MINIMUM OF 2 FEET BELOW BOTTOM OF EXCAVATIONS TO MAINTAIN UNDISTURBED STATE OF
<br />NATURAL SOILS AND ALLOW PLACEMENT OF ANY FILL TO SPECIFIED DENSITY. DISPOSAL OF WATER SHALL NOT DAMAGE
<br />PROPERTY OR CREATE A PUBLIC NUISANCE.
<br />32. DISPOSAL OF WATER INTO THE CITY SANITARY SEWER SYSTEM IS STRICTLY PROHIBITED. DISPOSAL OF WATER IN TO
<br />EXISTING STORM DRAIN SYSTEM MUST BE APPROVED IN WRITING BY THE CITY ENGINEER.
<br />33. DEVELOPER SHALL MAINTAIN ALL STREETS, SIDEWALKS, AND ALL OTHER PUBLIC RIGHT-OF-WAY IN A CLEAN, SAFE AND
<br />USABLE CONDITION THROUGHOUT THE COURSE OF CONSTRUCTION. ALL SPILLS OF SOIL, ROCK, CONSTRUCTION DEBRIS,
<br />ETC., SHALL BE REMOVED IMMEDIATELY FROM PUBLICLY OWNED PROPERTY. ALL ADJACENT PROPERTY, PRIVATE OR PUBLIC,
<br />SHALL BE MAINTAINED IN A CLEAN, SAFE AND USABLE CONDITION. THE DEVELOPER SHALL PROVIDE FOR SAFE,
<br />UNOBSTRUCTED ACCESS TO PRIVATE PROPERTY ADJACENT TO WORK THROUGHOUT THE PERIOD OF CONSTRUCTION.
<br />GENERAL NOTES:
<br />1. ALL GRADING SHALL BE DONE IN ACCORDANCE WITH RECOMMENDATIONS IN THE GEOTECHNICAL AND FOUNDATION
<br />INVESTIGATION PREPARED FOR THIS SITE BY ENGEO, DATED JULY 8, 2014, FILE NO. 11243.000.000 AND PER THE
<br />PAVEMENT RECOMMENDATIONS MEMORANDUM PROVIDED BY ENGEO, DATED FEBRUARY 16, 2016.
<br />2. BENCHMARK:
<br />CITY OF TRACY BENCHMARK NUMBER 2015 PER RECORD OF SURVEY OF THE GEODETIC CONTROL NETWORK, RECORDED
<br />TOP OF A STEEL PIN IN A MONUMENT WELL AT THE INTERSECTION OF SCHULTE ROAD AND HANSEN ROAD.
<br />ELEVATION = 180.32 (CITY OF TRACY NAVD 1988 DATUM)
<br />3. PRIOR TO THE START OF CONSTRUCTION, THE CONTRACTOR SHALL CONTACT THE CITY'S PUBLIC WORKS DEPARTMENT AT
<br />(209) 831-6460 AND REQUEST PRE CONSTRUCTION CONFERENCE.
<br />4. ALL REVISIONS TO THIS PLAN MUST BE REVIEWED BY THE DEVELOPMENT AND ENGINEERING SERVICE DEPT. PRIOR TO
<br />CONSTRUCTION AND SHALL BE ACCURATELY SHOWN ON REVISED PLANS SIGNED BY THE CITY ENGINEER.
<br />5. ALL STREET IMPROVEMENTS SHALL BE CONSTRUCTED IN ACCORDANCE WITH THE PROVISIONS OF THE CURRENT CITY
<br />ORDINANCE CODE, STATE STANDARD SPECIFICATIONS, AND CITY OR COUNTY STANDARD PLANS. THE IMPROVEMENTS ARE
<br />SUBJECT TO INSPECTION AND APPROVAL OF THE DEVELOPMENT AND ENGINEERING SERVICE DEPARTMENT.
<br />CONTACT PUBLIC WORKS CONSTRUCTION INSPECTION AT 209-831-4600 AT LEAST TWO WORKING DAYS PRIOR TO THE
<br />START OF ANY WORK TO ARRANGE FOR INSPECTION.
<br />6. NOTIFY UNDERGROUND SERVICE ALERT 800-227-2600 AT LEAST TWO (2) WORKING DAYS PRIOR TO ANY EXCAVATION.
<br />THE USA AUTHORIZATION NUMBER SHALL BE KEPT AT THE1 OB SITE.
<br />7. THE CONTRACTOR 15 REQUIRED BY STATE LAW TO ACTIVELY RESEARCH WORK AREA PRIOR TO CONSTRUCTION.
<br />CONTRACTOR SHALL REFERENCE MONUMENTS AND REPLACE THOSE DAMAGED OR REMOVED DURING CONSTRUCTION.
<br />8. SHOULD IT APPEAR THAT THE WORK TO BE DONE, OR ANY MATTER RELATIVE THERETO 15 NOT SUFFICIENTLY DETAILED OR
<br />EXPLAINED ON THESE PLANS, THE CONTRACTOR SHALL CONTACT ENGINEER FOR SUCH FURTHER EXPLANATIONS AS MAY BE
<br />NECESSARY.
<br />9. NO TREES SHALL BE REMOVED UNLESS THEY ARE SHOWN AND NOTED TO BE REMOVED ON THE IMPROVEMENT PLANS. ALL
<br />TREES CONFLICTING WITH GRADING, UTILITIES, OR OTHER IMPROVEMENTS, OR OVERHANGING THE SIDEWALK OR
<br />PAVEMENT 50 AS TO FORM A NUISANCE OR HAZARD, SHALL BE TRIMMED AND PROPERLY GRADED AND SEALED. THE DRIP
<br />LINE OF TREES TO BE SAVED WILL BE FENCED, AND NO GRADING SHALL TAKE PLACE WITHIN THIS FENCED AREA.
<br />10. THE THICKNESS OF SUBBASE, BASE, AND SURFACING SHALL BE BASED ON TRAFFIC INDEX AND SOIL TEST FOR "R" VALUE = 5.
<br />11. ALL LINES ABANDONED DURING CONSTRUCTION SHALL BE REMOVED (UNLESS OTHERWISE NOTED AND APPROVED BY CITY
<br />OF TRACY INSPECTOR).
<br />12. CONTRACTOR SHALL CONTROL DUST AT ALL TIMES DURING CONSTRUCTION AS REQUIRED BY CITY OF TRACY.
<br />13. MANHOLES, VALVES,CLEANOUTS ETC. SHALL BE BROUGHT TO FINISH GRADE PER TRACY STD. 114 AFTER THE FINAL PAVING
<br />COURSE IS PLACED. PER TRACY STD. 301. MANHOLES SHALL HAVE GRADE RINGS OF 18" MIN TO 24" MAXIMUM.
<br />14. RECORDING EXISTING CONDITIONS - EXISTING CONDITIONS THROUGHOUT THE PROJECT SITE THAT ARE LOCATED WITHIN
<br />THE PUBLIC RIGHT -OF -WAV OR CITY MAINTAINED EASEMENTS SHALL BE PHOTOGRAPHED AND VIDEOTAPED BY THE
<br />CONTRACTOR BEFORE STARTING CONSTRUCTION. RECORDING SHALL INCLUDE AND SHOW EVERY DETAIL OF EXISTING
<br />IMPROVEMENTS, INCLUDING THE CURRENT CONDITION OF THE CURB, GUTTER, SIDEWALK, SIGNS, LANDSCAPING,
<br />STREETLIGHTS, STRUCTURES NEAR THE PROJECT INCLUDING THE FACE OF BUILDINGS, CANOPIES, SHADES, FENCES, AND
<br />ANY OTHER FEATURES WITHIN THE LIMITS OF WORK. PHOTOS AND VIDEOTAPE SHALL BE DELIVERED TO THE ENGINEER.
<br />15. PRIOR TO CONSTRUCTION ACTIVITY AND WITHIN 30 DAYS OF PROJECT AWARD, ALL SURVEY MONUMENTS THAT MAY
<br />POTENTIALLY BE DISTURBED DURING CONSTRUCTION, MUST BE LOCATED AND REFERENCED BY A LICENSED LAND
<br />SURVEYOR AND A CORNER RECORD OR RECORD OF SURVEY MUST BE FILED WITH THE COUNTY SURVEYOR. ANY SURVEY
<br />MONUMENTS DISTURBED DURING THE COURSE OF CONSTRUCTION MUST BE REESTABLISHED BY A LICENSED LAND
<br />SURVEYOR, A NEW MONUMENT SET, AND ANOTHER CORNER RECORD OR RECORD OF SURVEY FILED WITH THE COUNTY
<br />SURVEYOR (LAND SURVEYORS' ACT SECTION 8771). CONTRACTOR IS RESPONSIBLE FOR REPLACEMENT AND RECORDING OF
<br />SURVEY MONUMENTS DISTURBED DURING CONSTRUCTION IN ACCORDANCE WITH CITY OF TRACY OR SAN JUAQUIN
<br />COUNTY STANDARD PLANS AND SPECIFICATIONS, WHICHEVER IS APPLICABLE.
<br />EROSION & SEDIMENT CONTROL MEASURES
<br />1. EROSION AND SEDIMENT CONTROL MEASURES SHALL BE EFFECTIVE FOR THE DURATION OF CONSTRUCTION
<br />2. AFTER THE UNDERGROUND STORM DRAIN SYSTEM IS INSTALLED, THE CATCH BASINS WILL BE INSTALLED (AS SOON AS
<br />PRACTICAL) AND ROCK BARRIER BAGS WILL BE PLACED AROUND THOSE CATCH BASINS AS SHOWN ON THIS PLAN UNTIL
<br />THIS SITE IS PAVED.
<br />3. SHOULD THE ON-SITE STORM DRAINS NOT BE INSTALLED COMPLETELY BY OCTOBER 15, THE CONTRACTOR SHALL
<br />CONSTRUCT TEMPORARY SEDIMENT BASINS AT THE EXISTING STORM PIPES STUBBED TO THE SITE.
<br />4. PERSON RESPONSIBLE FOR IMPLEMENTATION OF EROSION AND SEDIMENTATION PLAN.
<br />NAME: TBD
<br />COMPANY: TBD
<br />ADDRE.SS:TBD
<br />PHONE: TBD
<br />S. THE CONTRACTOR SHALL PLACE 3"-6" COARSE AGGREGATE AS A GRAVEL ROADWAY 0 2" MIN. THICK FOR THE FULL WIDTH
<br />AND 50 FEET LONG) AT EACH D/W ENTRANCE TO SITE. ANY MUD THAT IS TRACKED ONTO PUBLIC STREETS SHALL BE
<br />REMOVED THAT SAME DAY AND AS REQUIRED BY THE CITY OF TRACY.
<br />6. ALL EROSION CONTROL MEASURES SHALL BE MAINTAINED UNTIL DISTURBED AREAS ARE STABILIZED AND CHANGES TO THIS
<br />EROSION AND SEDIMENT CONTROL PLAN SHALL BE MADE TO MEET FIELD CONDITIONS ONLY WITH THE APPROVAL OF OR
<br />AT THE DIRECTION OF THE QSP.
<br />7. ALL PAVED AREAS SHALL BE KEPT CLEAR OF EARTH MATERIAL AND DEBRIS. THE SITE SHALL BE MAINTAINED SO AS TO
<br />MINIMIZE SEDIMENT -LADEN RUN-OFF TO ANY STORM DRAINAGE SYSTEM.
<br />B. THIS PLAN COVERS ONLY THE FIRST WINTER FOLLOWING GRADING. PLANS ARE TO BE RESUBMITTED FOR CITY APPROVAL
<br />PRIOR TO THE SEPTEMBER FIRST OF EACH SUBSEQUENT YEAR UNTIL THE SITE IMPROVEMENTS ARE ACCEPTED BY THE CITY.
<br />9. ALL EROSION CONTROL FACILITIES MUST BE INSPECTED AND REPAIRED AT THE END OF EACH WORKING DAY DURING THE
<br />RAINY SEASON.
<br />10. SEDIMENT BASINS SHALL BE CLEANED OUT WHENEVER SEDIMENT REACHES THE SEDIMENT CLEANOUT LEVEL INDICATED ON
<br />THE PLANS.
<br />11. BORROW AREAS AND TEMPORARY STOCKPILES SHALL BE PROTECTED WITH APPROPRIATE EROSION CONTROL MEASURES TO
<br />THE SATISFACTION OF THE CITY ENGINEER.
<br />12. ALL CUT AND FILL SLOPES ARE TO BE PROTECTED TO PREVENT OVERBANK FLOW.
<br />13. INLETS WHICH ARE NOT USED IN CONJUNCTION WITH ROCK BARRIER BAGS OR SEDIMENT BASINS SHOULD BE COVERED, OR
<br />OTHERWISE ADJUSTED TO PREVENT INFLOW, UNLESS THE AREA DRAINED 15 UNDISTURBED OR STABILIZED.
<br />14. THIS PLAN MAY NOT COVER ALL THE SITUATIONS THAT ARISE DURING CONSTRUCTION DUE TO ANTICIPATED FIELD
<br />CONDITIONS. VARIATIONS MAY BE MADE TO THE PLAN IN THE FIELD SUBJECT TO THE APPROVAL OF THE ENGINEER.
<br />15. DETAILS FOR THE CONSTRUCTION OF FACILITIES ARE SHOWN ON THESE PLANS.
<br />16. MASS GRADED AREAS SHALL HAVE A SOIL BINDER APPLIED UPON COMPLETION OF GRADING AS SPECIFIED IN THE SWPPP
<br />17. A SWPPP HAS BEEN PREPARED SPECIFICALLY FOR THIS PROJECT. CONTRACTOR IS RESPONSIBLE FOR IMPLEMENTING SWPPP
<br />INCLUDING QSP SERVICES.
<br />18. CONTRACTOR SHALL HYDROSEED ALL DISTURBED AREAS NOT RECEIVING FINAL LANDSCAPING WITH A NATIVE
<br />NON -IRRIGATED MIX. USE VALLEY HABITAT - TRACY MIX BY PACIFIC COAST SEED.
<br />SAN JOAQUIN COUNTY GENERAL NOTES:
<br />1. AN ENCROACHMENT PERMIT FROM SAN JOAQUIN COUNTY IS REQUIRED FOR ALL WORK WITHIN THE COUNTY'S
<br />RIGHT-OF-WAY.
<br />2. WORK SHALL BE PERFORMED IN ACCORDANCE WITH THE SAN JOAQUIN COUNTY IMPROVEMENT STANDARDS AND THE
<br />CALTRANS STANDARD SPECIFICATIONS. ANY PROPOSED MODIFICATIONS TO THE PLANS SHALL BE APPROVED BY THE
<br />COUNTY PRIOR TO PERFORMING THE WORK.
<br />3. THE CONTRACTOR SHALL SUBMIT TRAFFIC CONTROL PLANS FOR ALL SIGNING, DETOURS, AND ANY LANE CLOSURE
<br />IMPACTING COUNTY RIGHT -OF -WAV. TRAFFIC CONTROL PLANS SHALL BE SUBMITTED FOR APPROVAL TWO WEEKS PRIOR
<br />TO THE CLOSURE DATE.
<br />4. TRAFFIC CONTROLS FOR ALL ROADS SHALL BE MAINTAINED THROUGHOUT CONSTRUCTION. DURING WORKING HOURS,
<br />TWO-WAY TRAFFIC CONTROL SHALL BE MAINTAINED WITH ONE LANE OPEN AND APPROPRIATE FLAGGERS. TRAFFIC
<br />CONTROL DELAYS SHALL NOT EXCEED 15 MINUTES. TWO WAY TRAFFIC SHALL BE MAINTAINED DURING NON -WORKING
<br />HOURS WITH EXCAVATED AREAS RACKFILLED OR PLATED.
<br />S. ACCESS TO ALL PROPERTIES SHALL BE MAINTAINED AT ALL TIMES EXCEPT WHEN WORK IS OCCURRING AT THE ACCESS
<br />POINT. MINIMAL DELAYS WILL BE ALLOWED TO PROVIDE ACCESS WITHIN THE WORK ZONE AREA. DRIVEWAY ACCESS SHALL
<br />BE FULLY RESTORED AT THE END OF EACH WORKDAY. DRIVEWAYS DISTURBED BY THE CONTRACTOR SHALL BE REPLACED
<br />WITH IN-KIND OR BETTER MATERIALS.
<br />6. RESIDENTS AND BUSINESSES SHALL BE NOTIFIED IN WRITING, AS APPROVED BY THE COUNTY, 48 HOURS IN ADVANCE OF
<br />ANY IMPACTS TO THEIR ACCESS.
<br />7. ANY AREAS WHERE PARKING IS TO BE RESTRICTED SHALL HAVE SIGNS NOTING THE RESTRICTIONS IN PLACE AT LEAST 48
<br />HOURS IN ADVANCE.
<br />8. ALL DESTROYED OR OBLITERATED PAVEMENT MARKINGS MUST BE REPLACED IN KIND BY THE PERMITTEE. TYPICAL
<br />PAVEMENT MARKINGS INCLUDE BUT NOT LIMITED TO LANE LINES, CENTERLINES, STOP AND STOP AHEAD LEGENDS, LIMIT
<br />LINES, RAISED PAVEMENT MARKERS AND MISCELLANEOUS DELINEATORS.
<br />9. ALL STANDARD ROADWAY STRIPING AND SIGNAGE SHALL BE CLEARLY VISIBLE, MAINTAINED AND RESTORED THROUGHOUT
<br />THE CONSTRUCTION ZONE DURING AND AFTER THE PROJECT.
<br />10. IN ADDITION TO STANDARD DUST CONTROL MEASURES, STREETS SHALL BE MAINTAINED IN A CLEAN CONDITION, FREE OF
<br />DIRT, MUD AND DEBRIS DURING CONSTRUCTION ACTIVITIES. THE CONTRACTOR SHALL PROVIDE DAILY, OR AS NEEDED,
<br />STREET SWEEPING USING A MODERN MECHANICAL OR VACUUM -ASSISTED STREET SWEEPER.
<br />11. THE CONTRACTOR SHALL NOT CONDUCT CONSTRUCTION OPERATIONS IN RAIN OR HEAVY FOG CONDITIONS.
<br />12. THE CONTRACTOR WILL BE RESPONSIBLE FOR SCHEDULING INSPECTION AND TESTING OF ALL FACILITIES CONSTRUCTED
<br />UNDER THIS CONTRACT WITH A MINIMUM 24 HOUR NOTICE TO THE COUNTY. ALL TESTING MUST CONFORM TO THE
<br />STANDARD SPECIFICATIONS.
<br />13. THE CONTRACTOR IS RESPONSIBLE FOR THE PRESERVATION OF SURVEY MONUMENTS LOCATED WITHIN THE WORK AREA.
<br />PRIOR TO THE START OF CONSTRUCTION, SURVEY MONUMENTS THAT POTENTIALLY MAY BE DISTURBED SHALL BE LOCATED
<br />AND REFERENCED BY A LICENSED LAND SURVEYOR, AND A CORNER RECORD FILED WITH THE COUNTY SURVEYOR. ANY
<br />SURVEY MONUMENTS DISTURBED DURING THE COURSE OF CONSTRUCTION SHALL BE REESTABLISHED BY A LICENSED LAND
<br />SURVEYOR AND ANOTHER CORNER RECORD FILED WITH THE COUNTY SURVEYOR. (LAND SURVEYORS' ALT SECTION 8771)
<br />14. ALL PAVING WORK MUST CONFORM TO THE CALTRANS STANDARD SPECIFICATIONS SECTION 39. HOT MIX ASPHALT (HMA)
<br />SHALL BE TYPE A. ASPHALT BINDER USED IN HMA MUST BE PG 64-10 AND AGGREGATE MUST COMPLY WITH THE Pz-INCH
<br />HMA TYPE A GRADATION TABLE. ASPHALT PLACEMENT SHALL CONFORM TO THE FOLLOWING SCHEDULE:
<br />Top Next LowerAll Other Lower
<br />Layer Thickness Layer Thickness Layer Thickness
<br />Total Thickness N0. O7 foot foot foot)
<br />Shown on Plans LayersMax. Min. Max. Min. Max.
<br />0.20 - foot or less 1
<br />0.25 loot 2 0.12 0.13 0.12 0.13
<br />0.30 - 0.45 foot 2 0.15 0.20 0.15 0.25
<br />0.46 - foot or more b 0.15 0.20 0.15 0.25 0.15 0.4
<br />a When Gemynthetrc Pavement Interlayer (Paving Fabm). mat or grid* shown to be placed between
<br />layers of HMA, the thickness of HMA above the Geosynthetic Pavement Interlayer (Pavmg Fabric) must
<br />be cortsidered to be the'Tofal Thickness Shown on Pins' for the purpose of spreading and compacting
<br />the HMA above the Geosynthetic Pavement Intedayer (Paving Fabric). The minimum M thickness of
<br />HMA over Geosyntheoc Pave=ni IMedayer (Paving Fabrx), mat or grid mull be 0 12 foot
<br />b At least 2 layem must be placed d total thickness fs 0 45 -foot At least S layers must be placed if
<br />toil th,ckrress m more Nan 045 - foot and less than 0.90. foot At least 4 layers must be paced if total
<br />thickness ,s 0.90 - foot or more For Miscellaneous Areas or Pavement Repair, M least 2 layers must be
<br />placed K tail thickness ,s 0.50 foot
<br />15. AGGREGATE BASE AND SHOULDERS MUST BE CLASS 2 MEETING THE 14" MAXIMUM AGGREGATE GRADING. COMPACT EACH
<br />LAYER TO AT LEAST 95 PERCENT RELATIVE COMPACTION.
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<br />_2
<br />DO
<br />Qm
<br />O
<br />W
<br />W
<br />J
<br />U
<br />N
<br />SHEET
<br />C2.1
<br />OF 15 SHEETS
<br />
|