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<br />STANDARD GENERAL NOTES
<br />1. THE CONTRACTOR AGREES THAT, IN ACCORDANCE WITH GENERALLY ACCEPTED
<br />CONSTRUCTION PRACTICES, THE CONTRACTOR WILL BE REQUIRED TO ASSUME
<br />SOLE AND COMPLETE RESPONSIBILITY FOR JOB SITE CONDITIONS DURING THE
<br />COURSE OF CONSTRUCTION OF THE PROJECT, INCLUDING SAFETY OF ALL
<br />PERSONS AND PROPERTY. THIS REQUIREMENT SHALL BE MADE TO APPLY
<br />CONTINUOUSLY AND NOT BE LIMITED TO NORMAL WORKING HOURS. THE
<br />CONTRACTOR FURTHER AGREES TO DEFEND, INDEMNIFY AND HOLD OWNER, SAN
<br />JOAQUIN COUNTY, CITY OF TRACY AND ENGINEER HARMLESS FROM ANY AND
<br />ALL LIABILITY, REAL OR ALLEGED, IN CONNECTION WITH THE PERFORMANCE OF
<br />WORK ON THIS PROJECT, EXEMPTING LIABILITY ARISING FROM THE SOLE
<br />NEGLIGENCE OF ENGINEER.
<br />2. EXCAVATIONS SHALL BE ADEQUATELY SHORED, BRACED AND SHEETED SO THAT
<br />THE EARTH WILL NOT SLIDE OR SETTLE AND SO THAT ALL EXISTING
<br />IMPROVEMENTS OF ANY KIND WILL BE FULLY PROTECTED FROM DAMAGE. ANY
<br />DAMAGE RESULTING FROM A LACK OF ADEQUATE SHORING, BRACING AND
<br />SHEETING, SHALL BE THE RESPONSIBILITY OF THE CONTRACTOR AND HE SHALL
<br />EFFECT NECESSARY REPAIRS OR RECONSTRUCTION AT HIS OWN EXPENSE.
<br />WHERE THE EXCAVATION FOR A CONDUIT TRENCH, AND/OR STRUCTURE IS FIVE
<br />FEET OR MORE IN DEPTH, THE CONTRACTOR SHALL PROVIDE ADEQUATE
<br />SHEETING, SHORING AND BRACING OR EQUIVALENT METHOD, FOR THE
<br />PROTECTION OF LIFE, OR LIMB, WHICH SHALL CONFORM TO THE APPLICABLE
<br />CONSTRUCTION SAFETY ORDERS OF THE DIVISION OF INDUSTRIAL SAFETY OF
<br />THE STATE OF CALIFORNIA. THE CONTRACTOR SHALL ALWAYS COMPLY WITH
<br />OSHA REQUIREMENTS.
<br />3. IT IS THE RESPONSIBILITY OF THE CONTRACTOR TO OBTAIN PERMITS NECESSARY
<br />TO PERFORM THE WORK SHOWN IN THESE PLANS FROM THE APPROPRIATE
<br />AGENCIES.
<br />4. THE CONTRACTOR SHALL TAKE EFFECTIVE ACTION TO PREVENT THE FORMATION
<br />OF AN AIRBORNE DUST NUISANCE AND SHALL BE RESPONSIBLE FOR ANY
<br />DAMAGE RESULTING FROM HIS FAILURE TO DO SO.
<br />5. THE CONTRACTOR SHALL PROVIDE FOR INGRESS AND EGRESS FOR PRIVATE
<br />PROPERTY ADJACENT TO WORK THROUGHOUT THE PERIOD OF CONSTRUCTION.
<br />6. THE CONTRACTOR SHALL PROVIDE ALL LIGHTS, SIGNS, BARRICADES, FLAGMEN
<br />OR OTHER DEVICES NECESSARY TO PROVIDE FOR SAFETY IN ACCORDANCE WITH
<br />THE CALTRANS MANUAL OF TRAFFIC CONTROLS.
<br />7. THE CONTRACTOR SHALL POST EMERGENCY TELEPHONE NUMBERS FOR POLICE,
<br />FIRE, AMBULANCE, AND THOSE AGENCIES RESPONSIBLE FOR MAINTENANCE OF
<br />UTILITIES IN THE VICINITY OF JOB SITE.
<br />8. ANY EXTRA CONSTRUCTION STAKING NECESSITATED SOLELY BY THE
<br />CONTRACTOR'S NEGLIGENCE WILL BE CHARGED TO THE CONTRACTOR ON A TIME
<br />AND MATERIAL BASIS, AND PAID FOR BY THE CONTRACTOR.
<br />9. STATIONING HEREON IS ALONG STREET CENTERLINE UNLESS OTHERWISE SHOWN
<br />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 IN THEIR
<br />APPROXIMATE LOCATIONS BASED UPON RECORD INFORMATION AVAILABLE TO
<br />THE ENGINEER AT THE TIME OF THE PREPARATION OF THESE PLANS. LOCATIONS
<br />MAY NOT HAVE BEEN VERIFIED IN THE FIELD AND NO GUARANTEE IS MADE AS TO
<br />THE ACCURACY OR COMPLETENESS OF THE INFORMATION SHOWN. THE
<br />CONTRACTOR SHALL NOTIFY UTILITY COMPANIES AT LEAST 2 WORKING DAYS
<br />IN ADVANCE OF CONSTRUCTION TO FIELD LOCATE UTILITIES. CALL
<br />UNDERGROUND SERVICE ALERT (U.S.A). AT 800-642-2444. IT SHALL BE THE
<br />RESPONSIBILITY OF THE CONTRACTOR TO DETERMINE THE EXISTENCE AND
<br />LOCATION OF THOSE UTILITIES SHOWN ON THESE PLANS OR INDICATED IN THE
<br />FIELD BY LOCATING SERVICES. ANY ADDITIONAL COSTS INCURRED AS A RESULT
<br />OF CONTRACTOR'S FAILURE TO VERIFY LOCATIONS OF EXISTING UTILITIES PRIOR
<br />TO BEGINNING OF CONSTRUCTION IN THEIR VICINITY SHALL BE BORNE BY THE
<br />CONTRACTOR AND ASSUMED INCLUDED AND MERGED IN THE CONTRACT UNIT
<br />PRICE.
<br />14. ALL EXISTING UTILITIES AND IMPROVEMENTS THAT BECOME DAMAGED DURING
<br />CONSTRUCTION SHALLBE COMPLETELY RESTOREDTO THE SATISFACTION OFTHE
<br />LOCAL AGENCY ENGINEER, AT THE CONTRACTOR'S SOLE EXPENSE.
<br />15. ANY RELOCATION OF PUBLIC UTILITIES SHALL BE CONDUCTED IN ACCORDANCE
<br />WITH ANY AND ALL REQUIREMENTS OF THE UTILITY COMPANY INCLUDING FEES,
<br />BONDS, PERMITS AND WORKING CONDITIONS, ETC. THIS WORK SHALL BE DONE
<br />AT NO EXPENSE TO THE UTILITY COMPANY. THE OWNER SHALL PAY THE COST
<br />OF ALL SUCH RELOCATION WORK INCLUDING FEES, BONDS, PERMITS, ETC.
<br />16. IF ARCHAEOLOGICAL MATERIALS ARE UNCOVERED DURING GRADING, TRENCHING
<br />OR OTHER EXCAVATION, EARTHWORK WITHIN 100 FEET OF THESE MATERIALS
<br />SHALL BE STOPPED UNTIL A PROFESSIONAL ARCHAEOLOGIST WHO IS CERTIFIED
<br />BY THE SOCIETY OF CALIFORNIA ARCHAEOLOGY (SCA) AND/OR THE SOCIETY OF
<br />PROFESSIONAL ARCHAEOLOGY (SOPA) HAS HAD AN OPPORTUNITY TO EVALUATE
<br />THE SIGNIFICANCE OF THE FIND AND SUGGEST APPROPRIATE MITIGATION
<br />MEASURES, IF THEY ARE DEEMED NECESSARY.
<br />17. BISSELL & KARN, INC. DOES NOT SPECIFY NOR RECOMMEND THE USE OR
<br />INSTALLATION OF ANY MATERIAL OR EQUIPMENT WHICH IS MADE FROM, OR
<br />WHICH CONTAINS ASBESTOS FOR USE IN THE CONSTRUCTION OF THESE
<br />IMPROVEMENTS. ANY PARTY INSTALLING OR USING SUCH MATERIALS OR
<br />EQUIPMENT SHALL BE SOLELY RESPONSIBLE FOR ALL INJURIES, DAMAGES, OR
<br />LIABILITIES, OF ANY KIND, CAUSED BY THE USE OF SUCH MATERIALS OR
<br />EQUIPMENT. THE PROVISIONS OF THIS NOTE SHALL APPLY UNLESS THEY ARE
<br />EXPRESSLY WAIVED IN WRITING BY BISSELL & KARN, INC.
<br />18. SHOULD IT APPEAR THAT THE WORK TO BE DONE OR ANY MATTER RELATIVE
<br />THERETO IS NOT SUFFICIENTLY DETAILED OR EXPLAINED ON THESE PLANS, THE
<br />CONTRACTOR SHALL CONTACT BISSELL & KARN, INC. AT (415) 463-0660 FOR
<br />SUCH FURTHER EXPLANATIONS AS MAY BE NECESSARY.
<br />PROJECT GENERAL NOTES
<br />1. OWNER: KING & LYONS
<br />4675 FREMONT BLVD., SUITE 201
<br />FREMONT, CA 94538
<br />(415) 656-1900
<br />2. SOIL ENGINEER: BERLOGAR GEOTECHNICAL
<br />5587 SUNOL PLACE
<br />PLEASANTON,CA 94566
<br />(415) 484-0220
<br />3. ALL CONSTRUCTION SHALL BE IN ACCORDANCE WITH THE STANDARD
<br />SPECIFICATIONS ON THE CITY OF TRACY, AND THE APPLICABLE PROVISIONS OF
<br />THE LATEST EDITION CALTRANS STANDARD SPECIFICATIONS AND SAN JOAQUIN
<br />COUNTY STANDARD SPECIFICATIONS. CONTACT THE CITY OF TRACY PUBLIC
<br />WORKS CONSTRUCTION INSPECTION AT LEAST 48 HOURS PRIOR TO THE START
<br />OF ANY WORK TO ARRANGE FOR INSPECTION.
<br />4. ENGINEER SHALL MEAN THE CITY ENGINEER OR HIS AUTHORIZED AGENT ACTING
<br />WITHIN THE SCOPE OF HIS AUTHORITY.
<br />5. AN ENCROACHMENT PERMIT FROM SAN JOAQUIN COUNTY IS REQUIRED FOR ALL
<br />WORK WITHIN THE COUNTY ROAD RIGHTS-OF-WAY.
<br />6. ALL REVISIONS TO THIS PLAN MUST BE APPROVED BY THE CITY ENGINEER PRIOR
<br />TO CONSTRUCTION AND SHALL BE ACCURATELY SHOWN ON REVISED PLANS,
<br />STAMPED AND DISTRIBUTED BY THE CITY OF TRACY PRIOR TO ACCEPTANCE OF
<br />THE WORK AS COMPLETED.
<br />7. ANY DEVIATIONS OR CHANGES IN THESE PLANS WITHOUT OFFICIAL APPROVAL
<br />OF THE DESIGN ENGINEER SHALL ABSOLVE THE DESIGN ENGINEER OF ANY AND
<br />ALL RESPONSIBILITY OF SAID DEVIATION OR CHANGE.
<br />8. THE CONTRACTOR SHALL BE HELD RESPONSIBLE FOR ANY FIELD CHANGES MADE
<br />WITHOUT WRITTEN AUTHORIZATION FROM THE LOCAL AGENCY ENGINEER.
<br />9. CONSTRUCTION AND GRADING OPERATIONS SHALL BE LIMITED TO WEEKDAYS
<br />(MONDAY THROUGH FRIDAY) 7:30 A.M. TO 4:30 P.M. UNLESS OTHERWISE
<br />AUTHORIZED BY THE CITY ENGINEER. DUST CONTROL MEASURES AS APPROVED
<br />BY THE DIRECTOR OF PUBIC WORKS IN ACCORDANCE WITH THE CITY'S DUST
<br />CONTROL ORDINANCE, SHALL BE FOLLOWED AT ALL TIMES.
<br />10. APPROVAL OF THESE PLANS DOES NOT CONSTITUTE APPROVAL OF ANY
<br />CONSTRUCTION OUTSIDE THE PROJECT BOUNDARY.
<br />11. IT SHALL BE THE RESPONSIBILITY OF THE CONTRACTOR TO CONTACT THE UTILITY
<br />AGENCIES, ADVISE THEM OF THE PROPOSED IMPROVEMENTS, AND BEAR THE
<br />COST OF RELOCATIONS, IF NEEDED.
<br />12. ALL NEW UTILITY DISTRIBUTION SERVICES SHALL BE PLACED UNDERGROUND.
<br />13. COMPACTED FILL MINIMUM DENSITY REQUIREMENTS IN ACCORDANCE WITH
<br />SOILS REPORT, BUT USING ASTM D-1557 AS MAXIMUM DENSITY CRITERIA.
<br />14. THE CONTRACTOR SHALL NOT DESTROY ANY PERMANENT SURVEY POINTS
<br />WITHOUT THE CONSENT OF THE CITY ENGINEER. ANY PERMANENT MONUMENTS
<br />OR POINTS DESTROYED SHALL BE REPLACED BY A LICENSED CIVIL ENGINEER
<br />AUTHORIZED TO DO SURVEYING OR SURVEYOR AT THE CONTRACTOR'S EXPENSE.
<br />15. THE CONTRACTOR SHALL NOTIFY BISSELL & KARN, INC. TWO (2) WORKING DAYS
<br />PRIOR TO THE NEED FOR CONSTRUCTION SURVEY STAKES. PHONE (415) 483-
<br />2170, ATTN: ELROY RAKSTAD.
<br />16. IT SHALL BE THE CONTRACTOR'S RESPONSIBILITY TO IMMEDIATELY NOTIFY THE
<br />CITY'S INSPECTOR, AND BISSELL & KARN, INC. (THE DESIGN ENGINEER) UPON
<br />DISCOVERY OF ANY FIELD CONFLICTS.
<br />17. ALL PIPE GRADES SHOWN AS FLOW LINE ELEVATIONS, UNLESS OTHERWISE
<br />NOTED ON PLAN.
<br />18. ALL INFORMATION ON FUTURE IMPROVEMENTS IS BASED UPON PLANS FOR
<br />ROADWAY IMPROVEMENTS PREPARED BY MAJORS ENGINEERING DATED MAY 3,
<br />1991. THESE FUTURE IMPROVEMENTS SHALL OCCUR CONCURRENTLY WITH
<br />THESE PLANS.
<br />19. TESTING:
<br />A. ALL INDEPENDENT LABORATORY INSPECTION CALLED FOR BY THE CITY
<br />ENGINEER WILL BE PAID FOR BY THE DEVELOPER OR CONTRACTOR.
<br />B. ROAD SUB -BASE AND TRENCH BACKFILL SHALL BE PERFORMED gY A SOILS
<br />LAB CONTRACTING WITH THE CITY OF TRACY. DEVELOPER/CONTRACTOR
<br />SHALL COORDINATE DIRECTLY VJIT-H THE CITY CONTRACTED TESTING LAB
<br />FOR TEST FEES DIRECTLY TO THE LAB ON A MONTHLY BASIS.
<br />C. TESTS FOR R -VALUES ARE REQUIRED PRIOR TO THE INSTALLATION OF BASE
<br />ROCK.
<br />D. A MINIMUM OF 48 HOURS NOTICE IS REQUIRED TO SCHEDULE ALL SOILS
<br />TESTING SERVICES.
<br />DGN 11 17
<br />CONSTRUCTION NOTES
<br />GENERAL:
<br />1. PRIOR TO COMMENCEMENT OF ANY WORK ON ADJACENT PRIVATE PROPERTY,
<br />THE CONTRACTOR SHALL OBTAIN WRITTEN PERMISSION FROM AFFECTED
<br />PROPERTY OWNERS.
<br />2. THE CONTRACTOR SHALL COMPLY WITH ALL GOVERNMENT ORDINANCES AND
<br />REGULATION RELATING TO THE WORK SHOWN ON THIS PLAN.
<br />3. HAUL ROUTE, CALL THE CITY OF TRACY FOR THEIR REQUIREMENTS (209) 836-
<br />4420.
<br />4. CONTRACTOR TO NOTIFY THE CITY OF TRACY PUBLIC WORKS DEPARTMENT,
<br />FORTH -EIGHT (48) HOURS OR MORE BEFORE CONSTRUCTION BEGINS.
<br />5. ,PRIOR TO PLACING CURB, SIDEWALK, ASPHALT CONCRETE, OR BASE MATERIAL,
<br />ALL UNDERGROUND UTILITIES WITHIN THE RIGHT OF WAY SHALL BE INSTALLED,
<br />BACKFILL COMPLETED, AND THE PUBLIC WORKS DEPARTMENT'S CONSTRUCTION
<br />DIVISION NOTIFIED BY EACH OF THE UTILITY COMPANIES HAVING FACILITIES
<br />WITHIN THE WORK AREA, THAT THE UTILITY INSTALLATION HAS SATISFACTORILY
<br />PASSED ACCEPTANCE TESTS.
<br />TRENCHING AND BACKFILL:
<br />1. UNDERGROUND UTILITY TRENCH BACKFILL IS REQUIRED TO BE TESTED,
<br />2. ALL TRENCH EXCAVATION AND BACKFILL SHALL BE IN ACCORDANCE WITH CITY
<br />OF TRACY STANDARD NO. 501 AND 502.
<br />3. 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 BY
<br />CAL -OSHA.
<br />SANITARY SEWER:
<br />1. NEW SEWER SHALL NOT BE CONNECTED INTO EXISTING CITY MAINS WITHOUT
<br />THE CITY ENGINEER'S APPROVAL.
<br />2. ALL SANITARY SEWER LATERALS AND MAINS THAT CROSS OVER WATER MAINS
<br />SHALL BE CONSTRUCTED IN ACCORDANCE WITH CITY STANDARD NO. 506.
<br />WHENEVER POSSIBLE SANITARY SEWER LATERALS TO CROSS UNDER WATER
<br />MAIN.
<br />3. ALL 21 " SANITARY SEWER PIPE SHALL BE CHANGED TO 18" PIPE AND BE OF THE
<br />MATERIAL SPECIFIED IN THE ATTACHED SPECIFICATIONS. ALL FLOW LINES AND INVERTS
<br />REMAIN AS SHOWN ON PLANS.
<br />4. ALL 8" SANITARY SEWER PIPE SHALL BE AS SPECIFIED ON THE ATTACHED SPECIFICATIONS.
<br />5. ALL 12" SANITARY SEWER PIPE SHALL BE AS SPECIFIED ON THE ATTACHED
<br />SPECIFICATIONS.
<br />6. ALL SANITARY SEWER LINE CONSTRUCTION SHALL BE IN ACCORDAN WITH
<br />CITY OF TRACY STANDARDS AND SPECIFICATIONS.
<br />7. ALL SANITARY SEWER MAINS SHALL BE TELEVISION INSPECTED (TAPES SHALL BE
<br />GIVEN TO THE CITY OF TRACY), FLUSHED WITH AN APPROVED SEWER BALL AND
<br />PASS A LEAKAGE TEST IN CONFORMANCE WITH CITY OF TRACY STANDARD
<br />SPECIFICATIONS PRIOR TO ACCEPTANCE BY THE CITY. ALL TEST SHALL BE
<br />PERFORMED AFTER THE COMPACTION FOR STREET BASE ROCK AND PRIOR TO
<br />PAVING.
<br />WATER
<br />1. ALL WATER LINE CONSTRUCTION SHALL BE IN ACCORDANCE WITH CITY OF
<br />TRACY STANDARDS.
<br />2. ALL WATER LINES SHALL HAVE A MINIMUM COVER OF 42" TO FINISHED GRADE.
<br />3. ALL SANITARY SEWER LATERALS AND MAINS THAT CROSS OVER WATER MAINS
<br />SHALL BE CONSTRUCTED IN ACCORDANCE WITH CITY STANDARD NO. 506.
<br />WHENEVER POSSIBLE SANITARY SEWER LATERALS TO CROSS UNDER WATER
<br />MAIN.
<br />4. CONTRACTOR SHALL PROVIDE DUST CONTROL AT ALL TIME. RECLAIMED WATER
<br />FROM CITY'S WASTE WATER TREATMENT PLANT MAY BE AVAILABLE FOR DUST
<br />CONTROL. CONTRACTOR SHALL COORDINATE WITH CITY'S UTILITY DIVISION FOR
<br />ANY RECLAIMED WATER. CONTRACTOR SHALL PROVIDE SUFFICIENT TRUCKS FOR
<br />THIS ACTIVITY DURING ALL TIMES AND ALL TRUCKS SHALL CARRY RECLAIMED
<br />WATER SIGNS.
<br />5. ALL 24" WATER PIPE SHALL BE AS SPECIFIED ON THE ATTACHED SPECIFICATIONS.
<br />6. ALL WATER LINES SHALL BE PRESSURE TESTED, DISINFECTED, FLUSHED AND
<br />TESTED FOR BACTERIA IN CONFORMANCE WITH THE CITY OF TRACY STANDARD
<br />SPECIFICATIONS PRIOR TO FINAL ACCEPTANCE BY THE CITY.
<br />ROADWAY:
<br />1. WHEN WIDENING THE PAVEMENT ON AN EXISTING ROAD, THE EXISTING
<br />PAVEMENT SHALL BE CUT TO NEAT LINE AND REMOVED BACK TO AN EXISTING
<br />ADEQUATE STRUCTURAL SECTION, OR TO THE ORIGINAL ROAD SECTION. AN
<br />EXPLORATORY TRENCH, OR POTHOLING, MAY BE REQUIRED TO DETERMINE THE
<br />LIMITS OF PAVEMENT REMOVAL.
<br />2. WHERE ABANDONED UNDERGROUND STRUCTURES ARE ENCOUNTERED IN THE
<br />STREET AREAS, REMOVE TO SUFFICIENT DEPTH TO ALLOW UNDERGROUND LINES
<br />TO CROSS, BACKFILL AND COMPACT DURING ROUGH GRADING. THE CITY
<br />INSPECTOR MAY REQUIRE FURTHER WORK TO BE DONE IF VISUAL INSPECTION
<br />INDICATES DURING CONSTRUCTION.
<br />3. ALL MANHOLES, VALVES AND MONUMENT FRAMES SHALL BE SET TO FINISH
<br />GRADE AFTER PAVING.
<br />4. WHERE ROAD WILL NOT BE RECONSTRUCTED, OVERLAY LANE WITH I" A.C. AS
<br />TRENCH WILL BE T WIDE AND WILL GRADE WILL'BE LOST WHEN RF,SURFACING TRENCH.
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