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GENERAL NOTES
<br />1. THE CONTRACTOR AGREES THAT, IN ACCORDANCE WITH GENERALLY
<br />ACCEPTED CONSTRUCTION PRACTICES, THE CONTRACTOR WILL BE REQUIRED
<br />TO ASSUME SOLE AND COMPLETE RESPONSIBILITY FOR JOB SITE
<br />CONDITIONS DURING THE COURSE OF CONSTRUCTION OF THE PROJECT,
<br />INCLUDING SAFETY OF ALL PERSONS AND PROPERTY. THIS REQUIREMENT
<br />SHALL BE MADE TO APPLY CONTINUOUSLY AND NOT BE LIMITED TO NORMAL
<br />WORKING FURS. THE CONTRACTOR FURTHER AGREES TO DEFEND, INDEMINIFY
<br />AND HOLD OWNER, CITY, COUNTY AND ENGINEER HARMLESS FROM ANY AND
<br />ALL L IABIL I TY, REAL OR ALLEGED, IN CONNECTION WITH THE PERFORMANCE
<br />OF WORK ON THIS PROJECT, EXEAPTING LIABILITY ARISING FROM THE
<br />SOLE NEGLIGENCE OF ENGINEER.
<br />2. EXCAVATIONS SHALL BE ADEQUATELY SHORED, BRACED AND SHEETED
<br />SO THAT THE EARTH WILL NOT SLIDE OR SETTLE AND SO THAT ALL
<br />EXISTING IMPROVEMENTS OF ANY KIND WILL BE FULLY PROTECTED FROM
<br />DAMAGE. ANY DAMAGE RESULTING FROM A LACK OF ADEQUATE SHORING,
<br />BRACING AND SHEETING, SHALL BE THE RESPONSIBILITY OF THE
<br />CONTRACTOR AND HE SHALL EFFECT NECESSARY REPAIRS OR
<br />RECONSTRUCTION AT HIS OWN EXPENSE. WHERE THE EXCAVATION FOR A
<br />CONDUIT TRENCH, AND/OR STRUCTURE IS FIVE FEET OR MORE IN DEPTH,
<br />THE CONTRACTOR SHALL PROVIDE ADEQUATE SHEETING, SHORING AND
<br />BRACING OR EOUI VALENT METHOD, FOR THE PROTECTION OF LIFE, OR L ME,
<br />WHICH SHALL CONFORM TO THE APPLICABLE CONSTRUCTION SAFETY ORDERS
<br />OF THE DIVISION OF INDUSTRIAL SAFETY OF THE STA TE OF CALIFORNIA.
<br />THE CONTRACTOR SHALL ALWAYS COAPL Y WITH OSHA REQUIREMENTS.
<br />J. IT IS THE RESPONSIBILITY OF THE CONTRACTOR TO OBTAIN PERMITS
<br />NECESSARY TO PERFORM THE WORK SHOWN /N THESE PLANS FROM THE
<br />APPROPRIATE AGENCIES.
<br />4. THE CONTRACTOR SHALL TAKE EFFECTIVE ACTION TO PREVENT THE
<br />FORMATION OF AIRBORNE DUST NUISANCE AND SHALL BE RESPONSIBLE FOR
<br />ANY DAMAGE RESULTING FROM/ HIS FAILURE TO DO SO.
<br />5. THE CONTRACTOR SHALL PROVIDE FOR INGRESS AND EGRESS FOR
<br />PRIVATE PROPERTY ADJACENT TO WORK THROUGHOUT THE PERIOD OF THE
<br />CONSTRUCTION.
<br />6. THE CONTRACTOR SHALL PROVIDE ALL LIGHTS, SIGNS, BARRICADES,
<br />FLAGGERS OR OTHER DEVICES NECESSARY TO PROVIDE FOR SAFETY,
<br />7. THE CONTRACTOR SHALL POST EMERGENCY TELEPHONE NIAIIBERS FOR POLICE,
<br />FIRE, AMBULANCE, AND THOSE AGENCIES RESPONSIBLE FOR MAINTENANCE
<br />OF UTILITIES IN THE VICINITY OF JOB SITE.
<br />B. ANY EXTRA CONSTRUCTION STAKING NECESSITATED SOLELY BY THE
<br />CONTRACTOR'S NEGLIGENCE WILL BE CHARGED TO THE CONTRACTOR ON A
<br />TIME AND EXPENSES BASIS, AND PAID FOR BY THE CONTRACTOR.
<br />9. STATIONING HEREON IS ALONG STREET CENTERLINE UNLESS OTHERWISE
<br />SHOWN OR INDICATED.
<br />10. ALL RETURN RADII AND CURB DATA ARE TO FACE OF CURB.
<br />11. ALL QUANTITIES AND PAY ITEMS ARE AND WILL BE BASED ON HORIZONTAL
<br />MEASUREMENTS.
<br />12. LENGTHS OF SANITARY SEWERS AND STORM DRAINS ARE HORIZONTAL
<br />DISTANCES FROM CENTER TO CENTER OF STRUCTURES, ROUNDED OFF TO THE
<br />NEAREST FOOT.
<br />13. EXISTING UNDERGROUND UTILITIES AND IMPROVEMENTS ARE SHOWN /N
<br />THEIR APPROXIMATE LOCATIONS BASED UPON RECORD INFORMATION
<br />AVAILABLE TO THE ENGINEER AT THE TIME OF THE PREPARATION OF THESE
<br />PLANS. LOCATIONS MAY NOT HAVE BEEN VERIFIED IN THE FIELD AND NO
<br />GUARANTEE IS MADE AS TO THE ACCURACY OR COMPLETENESS OF THE
<br />INFORMATION SHOWN. THE CONTRACTOR SHALL NOTIFY UTILITY COMPANIES
<br />AT LEAST (3) WORKING DAYS IN ADVANCE OF CONSTRUCTION TO FIELD
<br />LOCATE UTILITIES. CALL UNDERGROUND SERVICE ALERT (U.S.A.) AT
<br />800-642-2444. IT SHALL BE THE RESPONSIBILITY OF THE CONTRACTOR TO
<br />DETERMINE THE EXISTENCE AND LOCATION OF THOSE UTILITIES SHOWN ON
<br />THESE PLANS OR INDICATED IN THE FIELD BY LOCATING SERVICES.
<br />ANY ADDITIONAL COSTS INCURRED AS A RESULT OF CONTRACTOR'S FAILURE
<br />TO VERIFY LOCATIONS OF EXISTING UTILITIES PRIOR TO BEGINNING OF
<br />CONSTRUCTION IN THEIR VICINITY SHALL BE BORNE BY THE CONTRACTOR
<br />AND ASSUMED INCLUDED AND MERGED IN THE CONTRACT UNIT PRICE.
<br />14. ALL EXISTING UTILITIES AND IMPROVEMENTS THAT BECOME DAMAGED
<br />DURING CONSTRUCTION SHALL BE COMPLETELY RESTORED TO THE
<br />SATISFACTION OF THE LOCAL AGENCY ENGINEER, AT THE CONTRACTOR'S
<br />SOLE EXPENSE.
<br />15. ANY RELOCATION OF PUBLIC UTILITIES SHALL BE CONDUCTED IN
<br />ACCORDANCE WITH ANY AND ALL REQUIREMENTS OF THE UTILITY COMPANY
<br />INCLUDING FEES, BONDS, PERMITS AND WORKING CONDITIONS, ETC. THIS
<br />WORK SHALL BE DONE AT NO EXPENSE TO THE UTILITY COMPANY. THE
<br />OWNER SHALL PAY THE COST OF ALL SUCH RELOCATIONS WORK INCLUDING
<br />FEES, BONDS, PERMITS, ETC.
<br />16. IF ARCHAEOLOGICAL MATERIAL ARE UNCOVERED DURING GRADING,
<br />TRENCHING OR OTHER EXCA VA TION, EARTHWORK WITHIN 100 FEET OF THESE
<br />MATERIALS SHALL BE STOPPED UNTIL A PROFESSIONAL ARCHAEOLOGIST WHO
<br />IS CERTIFIED BY THE SOCIETY OF CALIFORNIA ARCHAEOLOGY (SCA)
<br />AND/OR THE SOCIETY OF PROFESSIONAL ARCHAEOLOGY (SOPA) HAS HAD
<br />AN OPPORTUNITY TO EVALUATE THE SIGNIFICANCE OF THE FIND AND
<br />SUGGEST APPROPRIATE MITIGATION MEASURES IF THEY ARE DEEMED
<br />NECESSARY.
<br />17. RUGGERI - JENSEN - AZAR AND ASSOCIATES (RJA) DOES NOT SPECIFY NOR
<br />RECOMMEND THE USE OR INSTALLATION OF ANY MATERIAL OR EQUIPMENT
<br />WHICH IS MADE FROM, OR WHICH CONTAINS ASBESTOS FOR USE IN THE
<br />CONSTRUCTION OF THESE IMPROVEMENT. ANY PARTY INSTALLING OR USING
<br />SUCH MATERIALS OR EQUIPMENT SHALL BE SOLELY RESPONSIBLE FOR ALL
<br />INJURIES, DAMAGES, OR L IAB I L /TIES, OF ANY KIND, CAUSED BY THE USE
<br />OF SUCH MATERIALS OR EQUIPMENT. THE PROVISIONS OF THIS NOTE SHALL
<br />APPL Y UNLESS THEY ARE EXPRESSLY WAIVED IN WRITING BY
<br />RUGGERI - JENSEN - AZAR AND ASSOCIATES.
<br />18, THE CONTRACTOR SHALL MEET AND FOLLOW ALL NPDES REQUIREMENTS IN
<br />EFFECT AT THE TIME OF CONSTRUCTION,
<br />19. SHOULD I T APPEAR THAT THE WORK TO BE DONE OR ANY MATTER RELATI VE
<br />THERETO IS NOT SUFFICIENTLY DETAILED OR EXPLAINED ON THESE
<br />PLANS, THE CONTRACTOR SHALL CONTACT RJA AT (925) 227-9100 FOR
<br />SUCH FURTHER EXPLANATIONS AS MAY BE NECESSARY.
<br />PROJECT GENERAL NOTES
<br />1, ALL WORK, EXCEPT SANITARY SEWER AND WATER, SHALL CONFORM TO SAN
<br />JOAQUIN COUNTY, DEPARTMENT OF PUBLIC WORKS STANDARD
<br />SPECIFICATIONS AND DETAILS PER CURRENT EDITION. THE IMPROVEMENTS
<br />ARE SUBJECT TO THE INSPECTION AND APPROVAL OF THE COUNTY PUBLIC
<br />WORKS DIRECTOR. CONTACT COUNTY PUBLIC WORKS DEPARTMENT TWO
<br />WORKING DAYS (48 HOURS) PRIOR TO THE START OF ANY WORK TO ARRANGE
<br />FOR INSPECTION.
<br />2. ALL SANITARY SEWER AND WATER WORK SHALL BE DONE IN ACCORDANCE
<br />WITH CITY OF TRACY, DEPARTMENT OF PUBLIC WORKS STANDARDS &
<br />SPECIFICATIONS, CURRENT EDITION. THE IMPROVEMENTS ARE SUBJECT TO
<br />THE INSPECTION AND APPROVAL OF THE CITY PUBLIC WORKS DIRECTOR.
<br />CONTACT CITY PUBLIC WORKS DEPARTMENT TWO WORKING DAYS (48 BURS)
<br />PRIOR TO THE START OF ANY SANITARY SEWER AND WATER WORK TO
<br />ARRANGE FOR INSPECTION.
<br />J. THE CONTRACTOR SHALL OBTAIN PERMITS FROM THE CITY OF TRACY AND
<br />SAN JOAQUIN COUNTY PUBLIC WORKS DEPARTMENT PRIOR TO BEGINNING
<br />WORK.
<br />4., IT SHALL BE THE CONTRACTOR'S RESPONSIBILITY TO IMMEDIATELY NOTIFY
<br />THE COUNTY OR THE CITY, AND RUGGERI-JENSEN-AZAR AND ASSOCIATES,
<br />UPON DISCOVERY OF ANY CONFLICTS WITH THE PLANS, SPECIFICATIONS OR
<br />FIELD CONDITIONS. ANY DEVIATIONS OR CHANGES IN THESE PLANS
<br />WITHOUT OFFICIAL APPROVAL OF THE DESIGN ENGINEER SHALL ABSOLVE
<br />THE DESIGN ENGINEER OF ANY AND ALL RESPONSIBILITY OF SAID
<br />DEVIATION OR CHANGE.
<br />5, THE CONTRACTOR SHALL NOT DESTROY ANY PERMANENT SURVEY POINTS
<br />WITHOUT THE CONSENT OF THE COUNTY SURVEYOR. ANY PERMANENT
<br />MONIAMIENTS OR POINTS DESTROYED SHALL BE REPLACE BY A L I CENSED
<br />CIVIL ENGINEER AUTHORIZED TO DO SURVEYING, OR A LICENSED LAND
<br />SURVEYOR AT THE CONTRACTOR'S EXPENSE, BEFORE ACCEPTANCE OF
<br />IMPROVEMENTS BY SAN JOAQUIN COUNTY.
<br />6. ALL CONSTRUCTION STAKING SHALL BE DONE BY A REGISTERED CIVIL
<br />ENGINEER, AUTHORIZED TO DO SURVEYING OR A LICENSED LAND SURVEYOR.
<br />7. EXISTING UTILITIES ARE PLOTTED FROM AVAILABLE RECORDS. THE
<br />CONTRACTOR SHALL TAKE PRECAUTIONARY MEASURES TO PROTECT THESE
<br />UTILITIES. THE CONTRACTOR SHALL NOT DO ANY EXCAVATIONS UNTIL ALL
<br />UTILITY AGENCIES OF SAN JOAQUIN COUNTY AND THE CITY OF TRACY HA VE
<br />BEEN NOTIFIED AND HAVE BEEN GIVEN THE OPPORTUNITY TO MARK THEIR
<br />FACILITIES IN THE FIELD.
<br />8. CONTRACTOR SHALL CONTROL DUST AT ALL TIMES DURING CONSTRUCTION AS
<br />REQUIRED BY THE COUNTY OF SAN JOAQUIN.
<br />9. PRIOR TO TRENCHING FOR ALL UTILITY PIPE, THE CONTRACTOR SHALL
<br />VERIFY, IN THE FIELD, THE SIZE AND LOCATION OF THE EXISTING PIPE
<br />AT THE POINT OF CONNECTION. ANY DEVIATION FROM THE PLANS SHALL
<br />BE RESOLVED BY THE DESIGN ENGINEER PRIOR TO TRENCHING. CONTRACTOR
<br />SHALL BE RESPONSIBLE FOR COORDINATION OF FIELD VERIFICATION.
<br />DESIGN ENGINEER SHALL BE ALLOWED REASONABLE TIME FOR CONFLICT
<br />RESOLUTION.
<br />10. MANHOLES, VALVES, CLEANOUTS, ETC. SHALL BE BROUGHT TO FINISH GRADE
<br />BY THE CONTRACTOR AFTER THE FINAL PAVING COURSE IS PLACED. WATER
<br />VALVES AAIST REMAIN ACCESSIBLE AT ALL TIMES DURING CONSTRUCTION.
<br />11. THE CONTRACTOR SHALL BE RESPONSIBLE FOR CONTACTING THE NECESSARY
<br />PUBLIC AND PRIVATE ENTITIES, WHO HAVE AN INTEREST IN THE
<br />CONSTRUCTION OF THESE IMPROVEMENTS AS IT IMPACTS THEM, IN A TI MEL Y
<br />MANNER TO ALLOW THEM TO SEND THE NECESSARY REPRESENTATIVES TO THE
<br />JOB SITE FOR INSPECTION AND OBSERVATION PURPOSES.
<br />12. THE NL#A9ER AND LOCATIONS OF CONSTRUCTION STAKES SHALL BE
<br />DETERMINED BEFORE THE CONSTRUCTION BEGINS. ALL STAKING REQUESTS
<br />SHOULD BE DIRECTED TO THE DESIGN ENGINEER A MINIMUM OF TWO
<br />WORKING DAYS PRIOR TO ACTUAL NEED. ANY ADDITIONAL STAKING OR
<br />RESTAKING WILL ONLY BE DONE AS DIRECTED AND AUTHORIZED BY THE
<br />OWNER OR HIS AUTHORIZED AGENT. RESTAKING WILL BE BILLED TO THE
<br />CONTRACTOR.
<br />13. THE EXISTING TOPOGRAPHY AND IMPROVEMENTS SHOWN ON THESE PLANS ARE
<br />BASED ON A FIELD SURVEY DATED MARCH 1993.
<br />CONSTRUCTION NOTES
<br />1. ALL CONSTRUCTION MATERIALS AND METHODS SHALL COMPLY WITH THE
<br />ORDINANCES, SPECIFICATIONS, AND STANDARDS OF SAN JOAQUIN COUNTY
<br />AND THE CITY OF TRACY (WATER AND SEWER ONLY), EXCEPT AS NOTED
<br />BELOW FOR SPECIFIC UTILITIES.
<br />2. TRAFFIC CONTROL, MAINTENANCE AND OPERATION SHALL COMPL Y WITH THE
<br />FOLLOWING STATE STANDARD SPECIFICATION: SECTION 7-1.09 "PUBLIC
<br />SAFETY', SECTION 7-108 "PUBLIC CONVENIENCE", AND SECTION 12
<br />'CONSTRUCTION AREA TRAFFIC CONTROL DEVICES'. CONTRACTOR SHALL BE
<br />RESPONSIBLE FOR PROVIDING AND MAINTAINING ALL NECESSARY TRAFFIC
<br />CONTROL, INCLUDING TEMPORARY STRIPING, INSTALLATION OF SEMI
<br />PERMANENT TRAFFIC CONTROL DEVICES, AT ALL TIMES.
<br />J. ALL TRENCH EXCAVATION OVER FIVE FEET IN DEPTH SHALL BE SHORED IN
<br />ACCORDANCE WITH CAL -OSHA "CONSTRUCTION SAFETY ORDERS' CURRENT
<br />EDITION. CONTRACTOR MUST HAVE VALID TRENCH SHORING PERMIT ISSUED
<br />BY CAL -OSHA.
<br />4. CONTRACTOR SHALL PROVIDE A MINI" OF 2 LANES, ONE IN EACH
<br />DIRECTION, AT ALL TIMES ON PATTERSON PASS ROAD.
<br />SANITARY SEWER
<br />1. GRAVITY SANITARY SEWER PIPE AND LATERAL SHALL BE VITRIFIED CLAY
<br />PIPE (VCP) PER CITY STANDARD SPECS. 207.01.
<br />2. SANITARY SEWER MANHOLE SHALL CONFORM TO THE CITY OF TRACY
<br />STANDARD DRAWING NO. 301.
<br />J. ALL SANITARY SEWER MAINS SHALL BE TELEVISION INSPECTED, AND PASS
<br />A LEAKAGE TEST PRIOR TO ACCEPTANCE BY THE CITY F TRACY. (SEE
<br />NOTE NO. 10, APPENDIX 9", CITY OF TRACY DESIGN STANDARDS.)
<br />4. ALL SANITARY SEWER LATERALS SHALL HAVE A CLEANOUT ONE FOOT
<br />INSIDE THE RIGHT OF WAY. SANITARY SEWER CLEANOUT SHALL CONFORM
<br />TO THE CITY OF TRACY STANDARD DRAWING N0, 203,
<br />5. THE SANITARY SEWER FORCE MAIN (SSFM) SHALL BE CLASS 50 DUCTILE
<br />IRON PIPE (DIP), AND SHALL HAVE A M/N/AAAM COVER OF 42" OVER THE
<br />PIPE.
<br />6. SSFM FITTINGS SHALL BE MECHANICAL JOINT AND DUCTILE IRON.
<br />7. TRENCH BEDDING AND BACKFILL SHALL CONFORM TO THE DETAIL ON SHEET
<br />15.
<br />STORM DRAIN
<br />1. ALL STORM DRAIN SHALL BE REINFORCED CONCRETE PIPE (RC:P) CLASS
<br />111, UNLESS OTHERWISE NOTED ON THE PLANS. AT THE CONTRACTOR'S
<br />OPTION, AN EQUIVALENT STRENGTH CAST -IN-PLACE CONCRETE PIPE MAY BE
<br />USED.
<br />2. CATCH BASIN SHALL BE TYPE 2 PER SAN JOAQUIN COUNTY STANDARD
<br />DRAWING NO. D-14.
<br />J. STORM DRAIN MANHOLES SHALL BE SADDLE TYPE MANHOLE CONFORM/NG TO
<br />SAN JOAQUIN COUNTY STANDARD DRAWING NO. D-18. STORM DRAIN M!4 422,
<br />129 TO J33 SHALL BE PER STORM DRA / N MANHOLE DETAIL ON SHEET 4.
<br />4. FIELD INLET SHALL BE SANTA ROSA PRE -CAST DROP INLETS MODEL "2K",'1M"
<br />OR '1R". USE MODEL 02K" FOR 18' SO CONNECTION, MODEL "1M" FOR
<br />24' SO CONNECTION AND MODEL '1R' FOR 36' SO CONNECTION.
<br />5. TRENCH BEDDING AND BACKFILL SHALL CONFORM TO THE DETAIL ON SHEET
<br />14. CLASS 2 AB BEDDING SHALL BE USED IF GROUNDWATER IS ENCOUNTERED
<br />DURING INSTALLATION OF THE 72' SO.
<br />WATER
<br />1. WATER MAIN SHALL BE DUCTILE IRON PIPE (DIP) PER CITY STANDARD
<br />SPECS. 207.04 CLASS 50 AND SHALL HAVE A MINIMS COVER OF 42" OVER
<br />THE PIPE.
<br />2. ALL FITTINGS SHALL BE MECHANICAL JOINT DUCTILE IRON. FITTING
<br />WITH VALVE SHALL BE MECHANICAL JOINT BY FLANGE.
<br />J. VALVES 10" AND SMALLER SHALL BE RESI L I ENT SEATED GATE VALVE
<br />CONFORMING TO THE REQUIREMENTS OF THE CITY OF TRACY STANDARD
<br />SPECIFICATIONS. NO VALVE SHALL BE INSTALLED UNTIL APPROVAL FOR
<br />THE PARTICULAR BRAND NAME AND MANUFACTURER'S MODEL NUMBER HAS
<br />BEEN GRANTED BY THE CITY PUBLIC WORKS DIRECTOR. VALVES 12' AND
<br />LARGER SHALL BE BUTTERFL Y VALVES, EPDXY LINED, CONFORMING TO
<br />THE REQUIREMENTS OF THE CITY OF TRACY STANDARD SPECIFICATIONS.
<br />4. TESTING OF THE PIPE SHALL BE MADE IN ACCORDANCE WITH THE
<br />REQUIREMENTS OF SECTION 306.15 OF THE CITY OF TRACY STANDARD
<br />SPECIFICATIONS. ALL PIPES SHALL BE TESTED AT THE PRESENCE OF THE
<br />CITY PUBLIC WORKS DIRECTOR OR HIS REPRESENTATIVE. TESTING OF
<br />THE PIPE SHALL BE DONE BEFORE CONNECTION TO THE EXISTING WATER
<br />MA / N AND AFTER COMPACTION OF THE BASIC MATERIAL. CONTRACTOR SHALL
<br />BE RESPONSIBLE FOR THE TESTING, RETESTING AND RECOMPACTIOV OF THE
<br />PIPE AS REQUIRED AT HIS OWN EXPENSE TO THE SATISFACTION OF THE
<br />CITY ENGINEER.
<br />5. PRIOR TO DELIVERY TO THE JOB SITE, THE CONTRACTOR SHALL FURNISH
<br />A COMPLETE L IST OF MATERIALS BY MANUFACTURER AND MODEL NUMBER FOR
<br />APPROVAL BY THE CITY PUBLIC WORKS DIRECTOR, AND A CERTIFICATE OF
<br />COMPLIANCE SHALL BE FURNISHED BY THE MANUFACTURER FOR ALL PIPE
<br />FURNISHED.
<br />6. ALL WATER SERVICES (DOMESTIC, FIRE, HYDRANTS, ETC.) MUST MAINTAIN
<br />12 " CL EARANCE FROM OTHER UT I L I T I ES.
<br />7. WATER METER BOXES SHALL BE INSTALLED FOR ALL SERVICES PER Cl TY OF
<br />TRACY STANDARD DRAWINGS 403, 405, OR 406. NO WATER METERS WILL BE
<br />INSTALLED AT THIS TIME.
<br />B. THRUST BLOCKS SHALL BE INSTALLED AT ALL BENDS AND FITTING PER
<br />CITY OF TRACY DETAIL /423.
<br />9. FIRE HYDRANTS SHALL BE INSTALLED PER CITY OF TRACY DETAIL 1401.
<br />10. TRENCH BEDDING AND BACKFILL SHALL CONFORM TO THE DETAIL ON SHEET 5.
<br />CONCRETE
<br />1. VERTICAL CURB, GUTTER AND SIDEWALK SHALL CONFORM TO SAN JOAQUIN
<br />COUNTY STANDARD DRAWING NO. R-6.
<br />2. WHEELCHAIR RAMPS SHALL BE CONSTRUCTED AT LOCATIONS SHOWN ON THE
<br />PLANS AND SHALL CONFORM TO SAN JOAQUIN COUNTY STANDARD DRAWING NO.
<br />R -10A & B.
<br />3, EXISTING CURB, GUTTER AND SIDEWALK OUTSIDE THE WORK LIMITS THAT
<br />ARE DAMAGED DURING CONSTRUCTION SHALL BE REPLACED BY THE
<br />CONTRACTOR AT THE CONTRACTOR'S SOLE EXPENSE AND TO THE
<br />SATISFACTION OF THE COUNTY.
<br />4. ALL CEMENT TO BE USED SHALL BE TYPE 11 PORTLAND CEMENT CONFORMING
<br />TO ASTM C150. PORTLAND CEMENT CONCRETE SHALL BE GRADE B AND HAVE
<br />A 28 -DAY MINIMUM COMPRESSIVE STRENGTH OF 2500 PSI. A COPY OF THE
<br />CONCRETE TAGS SHALL BE PROVIDED TO THE CITY ENGINEER FOR EACH
<br />LOAD OF CONCRETE DELIVERED TO THE PROJECT.
<br />5. NEW CONCRETE CURB AND GUTTER SHALL BE TIED TO THE EXISTING
<br />CONCRETE CURB AND GUTTER WITH DOWELS. THE DOWELS SHALL BE NO. 4
<br />REBARS WITH A MIN/MIAI LENGTH OF 12 INCHES. THE DOWELS ARE TO BE
<br />INSERTED TO A MINIMUM OF 6 INCHES INTO THE EXISTING CONCRETE CURB.
<br />6. THE EXPOSED SURFACE OF THE CURB AND GUTTER SHALL BE BROOM FINISH.
<br />IMMEDIATELY UPON STRIPPING CURB FORMS AND PRIOR TO BACKFILLING,
<br />ALL ROCK POCKETS OR HONEYCOMBS SHALL BE REPAIRED TO THE
<br />SATISFACTION OF THE ENGINEER.
<br />ASPHALT CONCRETE
<br />1. AGGREGATE SUBBASE SHALL BE CLASS 2 AND SHALL CONFORM TO SECTION
<br />25 OF THE "STATE OF CALIFORNIA DEPARTMENT OF TRANSPORTATION
<br />STANDARD SPECIFICATIONS, JULY 1992. ' AGGREGATE BASE SHALL BE
<br />CLASS 2 AND SHALL CONFORM TO SECTION 16 OF THE "STATE OF
<br />CALIFORNIA DEPARTMENT OF TRANSPORTATION STANDARD SPECIFICATIONS,
<br />JULY 1992. 'ASPHALT CONCRETE SHALL BE TYPE A" 3/4' MAXIMbMI,
<br />MEDIUM GRADATION AND SHALL CONFORM TO SECTION 39 OF THE STATE OF
<br />CALIFORNIA, DEPARTMENT OF TRANSPORTATION STANDARD SPECIFICATIONS,
<br />JULY 1992. "
<br />2. ASPHALT BINDER TO BE MIXED WITH AGGREGATES SHALL BE PAVING
<br />ASPHALT AR -8000 AND SHALL CONFORM TO THE REQUIREMENTS OF SECTION
<br />92, "ASPHALTS" OF THE STATE STANDARD SPECIFICATIONS. AGGREGATE
<br />SHALL BE CLEAN AND FREE FROM DECOMPOSED MATER/ALS, ORGANIC
<br />MATERIAL AND OTHER DELETERIOUS SUBSTANCES, AND CONFORMING TO THE
<br />REQUIREMENTS OF SECTION 39-2.02, "AGGREGATE" OF THE STATE
<br />STANDARD SPECIFICATIONS.
<br />J. CONTRACTOR SHALL PROVIDE CONCRETE MIX DESIGN.
<br />4. PRIOR TO PLACING THE NEW ASPHALT CONCRETE, A TACK COAT SHALL BE
<br />APPLIED TO ALL VERTICAL SURFACES OF EXISTING PAVEMENT, CURBS,
<br />GUTTERS AND CONSTRUCTION JOINTS AGAINST WHICH ADDITIONAL ASPHALT
<br />CONCRETE IS TO BE PLACED. THE RATE OF APPL ICA TION SHALL BE
<br />APPROXIMATELY 0. 10 GALLON PER SQUARE YARD OF SURFACE COVERED.
<br />5. ASPHALT CONCRETE SHALL BE SPREAD AND COMPACTED IN ACCORDANCE WITH
<br />THE REQUIREMENTS OF SECTION 39-5, "SPREADING AND COMPACTING
<br />EQUIPMENT," AND SECTION 39-6, "SPREADING AND COWACTING" OF THE
<br />STATE STANDARD SPECIFICATIONS.
<br />6. PRIOR TO INSTALLATION OF NEW ASPHALT CONCRETE, CONTRACTOR SHALL
<br />COMPACT THE BASE ROCK MATERIALS WITH A VIBRATING ROLLER OR WITH A
<br />MECHANICAL TAMPER TO OBTAIN A MINI" OF 95% COMPACTION. THE
<br />SURFACE OF THE FINISHED AGGREGATE BASE AT ANY POINT SHALL NOT
<br />VARY MORE THAN 0.05 FOOT ABOVE OR BELOW THE GRADE ESTABLISHED ON
<br />THE PLANS. THE SPREADING AND COMPACTING OF AGGREGATE BASE SHALL
<br />CONFORM TO THE REQUIREMENTS OF SECTION 26-1.035, 26-1.04 AND
<br />26-1.05 OF THE STATE STANDARD SPECIFICATIONS.
<br />7. EXISTING PAVEMENT OUTSIDE THE WORK LIMITS DAMAGED DURING
<br />CONSTRUCTION SHALL BE REPLACED BY AN EQUAL SECTION TO THE
<br />SATISFACTION OF THE COUNTY.
<br />8. EXISTING AC PAVEMENT SHALL BE SAWCUT ALONG THE PROPOSED EDGE OF
<br />REMOVAL TO PROVIDE A NEAT CONFORM TO THE EXISTING AC PAVEMENT,
<br />9. AT THE TIME OF DELIVERY OF EACH SHIPMENT OF ASPHALT, THE VENDOR
<br />SUPPLYING THE MATERIAL WILL PROVIDE CERTIFIED COPIES OF TEST
<br />REPORT. THE TEST REPORT SHALL CONFORM TO THE REQUIREMENTS OF
<br />SECTION 92-1. 03, 'TEST REPORT"OF THE STATE STANDARD SPECIFICATIONS.
<br />STREET LIGHTS
<br />1. ALL STREET LIGHTS SHALL BE CONSTRUCTED TO SAN JOAQUIN COUNTY
<br />STANDARD R-32, R-33 AND R-34.
<br />2. LUMINAIRES SHALL BE 150 WATT, HIGH PRESSURE SODIUM FOR STREET
<br />LIGHTS ON SCHULT£ ROAD, STANFORD ROAD & BERKELEY ROAD AND 250
<br />WATT FOR THE L ICHTS ON PATTERSON PASS ROAD.
<br />SIGNING AND STRIPING
<br />1. TRAFFIC SIGNS SHALL BE INSTALLED AT LOCATIONS SPECIFIED ON THE
<br />PLANS, IN ACCORDANCE WITH THE REQUIREMENTS OF CALTRANS TRAFFIC
<br />MANUAL, LATEST EDITION.
<br />2, PAVEMENT STRIPING SHALL INCLUDE STOP BARS, CENTERLINE STRIPING
<br />OR MARKERS, CROSSWALKS AND ALL OTHER MARKINGS REQUIRED BY THE
<br />COUNTY AND AS SHOWN ON THESE PLANS. STRIPING SHALL BE DONE WITH
<br />HOT APPLIED THERMOPLASTIC AND REFLECTIVE MARKERS CONFORMING TO
<br />THE REQUIREMENTS OF SECTION 84 & 85 OF CAL TRANS SPECIFICATIONS.
<br />J. EXISTING STRIPING PROPOSED TO BE REMOVED SHALL BE DONE BY
<br />SANDBLASTING.
<br />4. CONTRACTOR SHALL BE RESPONSIBLE FOR REMOVING EXISTING STRIPING,
<br />MARKING OR LEGENDS AS NECESSARY PRIOR TO PLACING THE NEW STRIPING,
<br />MARK/NG AND LEGENDS AS SHOWN ON THE SIGNING AND STRIPING PLAN TO
<br />AVOID CONFL ICTS.
<br />EROSION CONTROL NOTES
<br />1. EROSION AND SEDIMENT CONTROL MEASURES SHALL BE EFFECTIVE FOR
<br />CONSTRUCTION DURING THE RA/NY SEASON (OCTOBER 1 TO APRIL 1).
<br />2. NO STORM RUNOFF WATER SHALL BE ALLOWED TO DRAIN DIRECTL Y INTO THE
<br />EXISTING UNDERGROUND STORM SYSTEM, THE CALIFORNIA AQUEDUCT OR THE
<br />DELTA MENDOTA CANAL BEFORE THE ONSITE STORM DRAIN SYSTEM IS
<br />INSTALLED.
<br />3. AS SOON AS IS PRACTICAL AFTER THE NEW STORM SYSTEM 1S INSTALLED,
<br />THE CATCH BASINS SHALL BE INSTALLED AND STRAW BALES SHALL BE
<br />PLACED AROUND THE CATCH BASINS.
<br />4. SHOULD THE PROPOSED ONSITE STORM SYSTEM NOT BE INSTALLED BY
<br />OCTOBER 1, TEMPORARY SEDIMENT BASINS SHALL BE CONSTRUCTED AROUND
<br />THE OPEN/NGS OF ANY EXISTING STORM PIPES WHICH DRAIN THE SITE.
<br />5. THE NAME, ADDRESS AND 24 HOUR TELEPHONE NUAeER OF THE PERSON
<br />RESPONSIBLE FOR IMPLEMENTATION OF THE EROSION AND SEDIMENTATION
<br />CONTROL PLAN SHALL BE PROVIDED TO THE COUNTY.
<br />6. ALL EROSION AND SEDIMENTATION CONTROL MEASURES SHALL BE
<br />MAINTAINED UNTIL DISTURBED AREAS ARE STABILIZED. CHANGES TO THE
<br />EROSION AND SEDIMENTATION CONTROL PLAN SHALL BE MADE TO MEET
<br />FIELD CONDITIONS, BUT ONLY WITH THE APPROVAL OF OR AT THE
<br />DIRECTION OF THE COUNTY PUBLIC WORKS DIRECTOR.
<br />7. DURING THE RAINY SEASON SPECIFIED IN NOTE 1 ALL PAVED AREAS SHALL
<br />BE KEPT CLEAR OF EARTH MATERIALS AND DEBRIS. THE SITE SHALL BE
<br />MAINTAINED SO AS TO MINIMIZE SEDIMENT LADEN RUNOFF FROM ENTERING
<br />ANY STORM DRAINAGE SYSTEM.
<br />8. IT IS THE RESPONSIBILITY OF THE CONTRACTOR TO INSPECT AND REPAIR
<br />ALL EROSION CONTROL FACILITIES AT THE END OF EACH WORK DAY DURING
<br />THE RAINY SEASON.
<br />9. IT IS THE RESPONSIBILITY OF THE CONTRACTOR TO PROTECT TEMPORARY
<br />BARROW AREAS AND/OR STOCKPILES WITH APPROPRIATE EROSION CONTROL
<br />MEASURES SATISFACTORY TO THE COUNTY PUBLIC WORKS DIRECTOR.
<br />10. ALL EROSION CONTROL DEVICES SHALL BE REMOVED AND DISPOSED OF BY
<br />THE CONTRACTOR UPON COMPLETION OF THE PROJECT.
<br />11. CONTRACTOR SHALL TAKE MEASURES NECESSARY TO PROHIBIT NON -STORM
<br />WATER DISCHARGES FROM ENTERING THE STORM SYSTEM OR ADJACENT
<br />WATERWAY (I.E. CLEANING OF EQUIPMENT, WASHING OF STREETS AND
<br />STORAGE OF EXCESS MATERIALS).
<br />LIST OF CONTACTS
<br />OWNER
<br />DESIGN ENGINEER
<br />TRAFFIC SIGNAL
<br />TELEPHONE
<br />STREETS -STORM DRAIN
<br />TRAFFIC SIGNALS
<br />GAS - ELECTRICITY
<br />SANITARY SEWER
<br />WATER
<br />KING & LYONS
<br />47775 FREMONT BLVD.
<br />FREMONT, CA 94538
<br />(510) 656-1900
<br />RUGGERI-JENSEN AZAR & ASSOCS.
<br />6601 OWENS DR., #155
<br />PLEASANTON, CA 94588
<br />(925) 227-9100
<br />CCS
<br />6 CROW CANYON COURT
<br />SAN RAMON, CA 94583-1621
<br />(925) 314-1220
<br />PACIFIC BELL
<br />44 W. YOKUTS AVE.
<br />STOCKTON, CA 95207
<br />(209) 474-4742
<br />SAN JOAQUIN COUNTY
<br />1810 HAZEL TON AVE.
<br />STOCKTON, CA. 95207
<br />(209) 468-3120
<br />PG&E
<br />55 E. TENTH ST
<br />TRACY, CA. 95376
<br />(209) 836-0440
<br />CITY OF TRACY
<br />520 TRACY BLVD.
<br />TRACY, CA. 95376
<br />(209) 831-4420
<br />CITY OF TRACY
<br />520 TRACY BLVD.
<br />TRACY, CA. 95376
<br />(209) 831-4420
<br />RECORD DRAWINGS
<br />These Record Drawings have been prepared based
<br />on information submitted by others, partially or
<br />totally. While this information is believed to be
<br />reliable, Ruggeri -Jensen -Azar & Associates is not
<br />responsible for its accuracy, nor for errors or
<br />omissions 'ch may have been incorporated into
<br />these doliahmts as a result.
<br />_ 44828 -3/31/02
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<br />SHEET NO.
<br />2
<br />OF 26 SHEETS
<br />JOB NO.
<br />981007
<br />
|