|
GENERAL NOTES:
<br />1. OWNER & DEVELOPER: KING & LYONS
<br />46750 FREMONT BLVD. 1201
<br />FREMONT, CA 94538
<br />(510) 656-1900
<br />2. CIVIL ENGINEER: MAJORS ENGINEERING, INC.
<br />100 PARK PLACE, SUITE 220
<br />SAN RAMON CA 94583
<br />(510) 820-2423
<br />3. SOILS ENGINEER: BERLOGAR GEOTECHNICAL
<br />5587 SUNOL BLVD.
<br />PLEASANTON, CA 94566
<br />(510) 484-0220
<br />4. THE ENGINEER ASSUMES NO RESPONSIBILITY BEYOND THE ADEQUACY OF
<br />THE DESIGN CONTAINED HEREIN.
<br />5. CONTRACTOR AGREES TO ASSUME SOLE AND COMPLETE RESPONSIBILITY
<br />FOR JOB SITE CONDITIONS DURING THE COURSE OF CONSTRUCTION OF
<br />THIS PROJECT. THAT THIS REQUIREMENT SHALL APPLY CONTINUOUSLY
<br />AND NOT BE LIMITED TO NORMAL WORKING HOURS, AND THAT
<br />CONTRACTOR SHALL DEFEND, INDEMNIFY AND HOLD THE OWNER AND
<br />ENGINEER HARMLESS FROM ANY AND ALL LIABILITY, REAL OR ALLEGED,
<br />IN CONNECTION WITH THE PERFORMANCE OF WORK ON THIS PROJECT,
<br />EXCEPTING FOR LIABILITY ARISING FROM THE SOLE NEGLIGENCE OF
<br />THE OWNER OR THE ENGINEER.
<br />6. CONTRACTOR SHALL COMPLY WITH THE RULES AND REGULATIONS OF THE
<br />STATE CONSTRUCTION SAFETY ORDERS.
<br />7. ALL CONSTRUCTION MATERIALS AND METHODS SHALL COMPLY WITH THE
<br />ORDINANCES, SPECIFICATIONS AND STANDARDS OF SAN JOAQUIN
<br />COUNTY.
<br />8. DUST SHALL BE CONTROLLED BY WATERING THROUGHOUT THE GRADING
<br />AND UNDERGROUND CONSTRUCTION OPERATIONS AS REQUIRED BY THE
<br />COUNTY. THE CONTRACTOR SHALL ARRANGE AND PAY FOR CONSTRUCTION
<br />WATER.
<br />9. SHOULD IT APPEAR THAT THE WORK TO BE DONE, OR ANY MATTER
<br />RELATIVE THERETO, IS NOT SUFFICIENTLY DETAILED OR EXPLAINED ON
<br />THESE PLANS, THE CONTRACTOR SHALL CONTACT THE PROJECT ENGINEER
<br />AT MAJORS ENGINEERING, INC., AT (510) 820-2423 AND THE OWNER'S
<br />REPRESENTATIVE FOR SUCH FURTHER EXPLANATIONS AS MAY BE
<br />NECESSARY.
<br />10. IF ARCHEOLOGICAL MATERIALS ARE UNCOVERED DURING GRADING,
<br />TRENCHING OR OTHER ON-SITE EXCAVATION, EARTHWORK WITHIN 100
<br />FEET OF THESE MATERIALS SHALL BE STOPPED UNTIL A PROFESSIONAL
<br />ARCHAEOLOGIST WHO IS CERTIFIED BY THE SOCIETY OF CALIFORNIA
<br />ARCHAEOLOGY (SCA) AND/OR THE SOCIETY OF PROFESSIONAL
<br />ARCHAEOLOGY (SOPA) HAS HAD AN OPPORTUNITY TO EVALUATE THE
<br />SIGNIFICANCE OF THE FIND AND SUGGEST APPROPRIATE MITIGATION
<br />MEASURES, IF THEY ARE DEEMED NECESSARY.
<br />11. THE CONTRACTOR SHALL NOTIFY UNDERGROUND SERVICE ALERT (USA)
<br />(800) 642-2444, TWO (2) WORKING DAYS PRIOR TO ANY EXCAVATION.
<br />THE USA AUTHORIZATION NUMBER SHALL BE KEPT AT THE JOB SITE.
<br />12. THE CONTRACTOR IS RESPONSIBLE FOR MATCHING EXISTING STREETS
<br />SURROUNDING LANDSCAPING AND OTHER IMPROVEMENTS WITH A SMOOTH
<br />TRANSITION IN PAVING, CURBS, GUTTERS, SIDEWALKS, GRADING,
<br />ETC., AND TO AVOID ANY ABRUPT OR APPARENT CHANGES IN
<br />APPEARANCE, GRADES, CROSS SLOPES, LOW SPOTS, OR HAZARDOUS
<br />CONDITIONS.
<br />13. THE CONTRACTOR SHALL POST EMERGENCY TELEPHONE NUMBERS FOR
<br />ENGINEERING DEPARTMENT, UTILITIES, AMBULANCE, POLICE AND FIRE
<br />DEPARTMENTS AT THE FIELD OFFICE IN A VISIBLE LOCATION.
<br />14. IT SHALL BE THE RESPONSIBILITY OF THE CONTRACTOR TO COORDINATE
<br />ALL NECESSARY UTILITY RELOCATIONS WITH THE APPROPRIATE UTILITY
<br />COMPANIES.
<br />15. THE CONTRACTOR SHALL PROVIDE FOR INGRESS AND EGRESS TO PRIVATE
<br />PROPERTY ADJACENT TO WORK THROUGHOUT THE PERIOD OF
<br />CONSTRUCTION.
<br />16. ALL WORK SHALL CONFORM TO THE SAN JOAQUIN COUNTY STANDARD
<br />SPECIFICATIONS AND PLANS. THE IMPROVEMENTS ARE SUBJECT TO THE
<br />INSPECTION AND APPROVAL OF THE PUBLIC WORKS DEPARTMENT.
<br />CONTACT SAN JOAQUIN COUNTY AT (209) 468-3014 TWO (2) WORKING
<br />DAYS (48 HOURS) PRIOR TO THE START OF ANY WORK TO ARRANGE FOR
<br />INSPECTION.
<br />17. ALL REVISIONS TO THIS PLAN MUST BE REVIEWED BY THE PUBLIC
<br />WORKS DEPARTMENT PRIOR TO CONSTRUCTION AND SHALL BE ACCURATELY
<br />SHOWN ON THE REVISED PLANS, AND BE STAMPED AND SIGNED BY
<br />COUNTY STAFF (AS APPLICABLE) PRIOR TO THE INSTALLATION OF THE
<br />IMPROVEMENTS.
<br />18. THESE PLANS HAVE BEEN REVIEWED BY SAN JOAQUIN COUNTY AND/OR
<br />ITS AUTHORIZED REPRESENTATIVE, BUT SUCH REVIEW DOES NOT
<br />RELIEVE THE CONTRACTOR FROM HIS RESPONSIBILITY TO CORRECT
<br />ERRORS, OMISSIONS OR MAKE CHANGES REQUIRED BY CONDITIONS
<br />DISCOVERED IN THE FIELD DURING THE COURSE OF CONSTRUCTION.
<br />19. ALL STAKING REQUESTS SHOULD BE DIRECTED TO THE OWNER'S
<br />REPRESENTATIVE A MINIMUM OF TWO (2) DAYS PRIOR TO ACTUAL NEED.
<br />ANY RESTAKING WILL ONLY BE DONE AS DIRECTED AND AUTHORIZED BY
<br />THE OWNER OR AUTHORIZED AGENT AND SHALL BE PAID FOR BY THE
<br />CONTRACTOR.
<br />20. ALL CONSTRUCTION STAKING FOR CURB, GUTTER, AND SIDEWALK,
<br />SANITARY SEWERS STORM DRAINS, WATER LINES, FIRE HYDRANTS,
<br />ELECTROLIERS, E4TC., SHALL BE DONE BY A REGISTERED CIVIL
<br />ENGINEER OR LICENSED LAND SURVEYOR.
<br />21. THE ENGINEER ASSUMES NO RESPONSIBILITY FOR FINAL GRADE OF
<br />CONCRETE UNLESS FORMS ARE CHECKED PRIOR TO POURING.
<br />22. THIS SURVEY WAS PREPARED BY A COMBINATION OF AERIAL AND FIELD
<br />SURVEYING. ON-SITE CONTOURS AND SPOT ELEVATIONS ARE BASED
<br />UPON PHOTOGRAMMETRY.
<br />THE CONTRACTOR IS HEREBY NOTIFIED, AND ACKNOWLEDGES BY THE USE
<br />OF THIS PLAN, THAT ELEVATIONS AND CONTOURS OBTAINED BY AERIAL
<br />SURVEY METHODS ARE SUBJECT TO AN ELEVATION TOLERANCE OF PLUS
<br />OR MINUS 0.5 FEET. THIS TOLERANCE SHALL BE TAKEN INTO
<br />CONSIDERATION BY THE CONTRACTOR DURING BOTH THE BIDDING
<br />PROCESS AND CONSTRUCTION OPERATIONS. THE CONTRACTOR SHALL
<br />HAVE THE RIGHT TO SATISFY HIMSELF AS TO ACTUAL CONDITIONS
<br />PRIOR TO THE BIDDING AND AWARD OF CONTRACT. NO ADDITIONAL
<br />COMPENSATION SHALL BE MADE BY THE OWNER AS A RESULT OF THIS
<br />TOLERANCE NOR THE CONTRACTOR'S FAILURE TO SATISFY HIMSELF WITH
<br />EXISTING CONDITIONS. THE SUBMITTAL OF A BID SHALL BE DEEMED
<br />ACKNOWLEDGEMENT AND ACCEPTA14CE OF THIS CONDITION ON THE
<br />CONTRACTOR.
<br />DIETERICM POST REORDER NO 147100
<br />23. THE EXISTING UTILITIES ARE PLOTTED FROM AVAILABLE RECORDS.
<br />THE CONTRACTOR SHALL TAKE PRECAUTIONARY MEASURES TO PROTECT
<br />THESE UTILTIES. THE CONTRACTOR SHALL NOT EXCAVATE UNTIL ALL
<br />UTILITY AGENCIES AND SAN JOAQUIN COUNTY HAVE BEEN NOTIFIED AND
<br />HAVE BEEN GIVE THE OPPORTUNITY TO MARK THEIR FACILITIES IN THE
<br />FIELD.
<br />24. ALL LINES ABANDONED DURING CONSTRUCTION SALL BE REMOVED OR
<br />CRUSHED IN PLACE WITH APPROVAL OF THE SOILS ENGINEER AND qAN
<br />JOAQUIN COUNTY.
<br />25. TESTING:
<br />A. ALL INDEPENDENT LABORATORY INSPECTION CALLED FOR BY THE
<br />COUNTY WILL BE PAID FOR BY THE DEVELOPER. THIS WILL
<br />INCLUDE ONE (1) TEST AND ONE (1) RETEST, ADDITIONAL TESTS
<br />WILL BE COMPLETED AT THE CONTRACTOR'S EXPENSE.
<br />B. ROAD SUBBASE AND TRENCH BACKFILL TESTING SHALL BE
<br />PERFORMED BY A SOILS ENGINEER
<br />26. EXISTING CURB AND SIDEWALK WITHIN THE PROJECT LIMITS THAT ARE
<br />DAMAGED OR DISPLACED, EVEN THOUGH THEY WERE NOT TO BE REMOVED,
<br />SHALL BE REPAIRED OR REPLACED PER COUNTY STANDARD PLANS EVEN
<br />IF DAMAGE OR DISPLACEMENT OCCURRED PRIOR TO ANY WORK PERFORMED
<br />BY THE CONTRACTOR UNLESS IDENTIFIED PRIOR TO START OF WORK.
<br />27. ALL STREET MONUMENTS, LOT CORNER, AND OTHER PERMANENT PIPE OR
<br />MONUMENTS DISTURBED DURING THE PROCESS OF CONSTRUCTION SHALL
<br />BE REPLACED BEFORE ACCEPTANCE OF IMPROVEMENTS BY SAN JOAQUIN
<br />COUNTY.
<br />28. REFER TO THE FINAL MAP OF THIS TRACT FOR PROPERTY LINE DATA.
<br />29. THE CONTRACTOR SHALL OBTAIN FOR ALL REQUIRED PERMITS AND
<br />LICENSES PRIOR TO THE START OF CONSTRUCTION.
<br />30. ALL TEST AND INSPECTIONS REQUIRED BY GOVERNING AGENCIES SHALL
<br />BE ARRANGED FOR BY THE CONTRACTOR, AND PAID OR BY THE
<br />DEVELOPER.
<br />31. THE CONTRACTOR SHALL BE RESPONSIBLE FOR ARRANGING A PRE -
<br />CONSTRUCTION JOB SITE CONFERENCE WITH GOVERNING AGENCIES, ALL
<br />UTILITY COMPANIES AND OWNERS REPRESENTATIVES PRIOR TO
<br />COMMENCING WORK. THIS MEETING WILL VERIFY SCHEDULES, METHODS
<br />AND MATERIALS TO BE USED IN CONSTRUCTION OF THE PROJECT.
<br />32. CONTRACTOR SHALL PROVIDE CERTIFICATIONS TO OWNER FOR FOLLOWING
<br />STAGES OF COMPLETION:
<br />A. ROUGH GRADE TO PLUS OR MINUS ONE-TENTH OF A FOOT. ROUGH
<br />GRADE SOIL COMPACTION PRIOR TO ANY UNDERGROUND
<br />CONSTRUCTION.
<br />B. TRENCH BACKFILL.
<br />C. SEWER, WATER AND IRRIGATION TESTING COMPLETE AND PASSING
<br />PRIOR TO FINE GRADING AND BASE ROCK PLACEMENT.
<br />D. FINE GRADING TO PLUS OR MINUS ONE-TENTH OF A FOOT PRIOR
<br />TO ANY BASE ROCK PLACEMENT.
<br />E. RETAINING WALL OR STRUCTURE BACKFILL COMPACTION RESULTS.
<br />THE ABOVE CERTIFICATES SHALL BE PERFORMED BY MAJORS
<br />ENGINEERING AND THE SOILS ENGINEER AND PAID FOR BY THE OWNER.
<br />ANY COSTS FOR REWORKING, RETESTING, OR RESURVEYING DUE TO NON-
<br />COMPLIANCE WITH THE SPECIFICATIONS SHALL BE THE RESPONSIBILITY
<br />OF THE CONTRACTOR.
<br />33. CALCULATIONS NECESSARY TO DETERMINE QUANTITY OF BASE ROCK.
<br />COPIES OF CALCULATIONS SHALL BE FURNISHED TO THE OWNER.
<br />CONTRACTOR SHALL FURNISH LOAD TICKETS TO OWNER FOR USE IN
<br />CHECKING QUANTITY OF BASE ROCK ACTUALLY PLACED ON JOB SITE.
<br />OWNER MAY REQUEST BORINGS BY SOILS ENGINEER TO CONFIRM
<br />THICKNESS OF BASE ROCK.
<br />TRENCH BACKFILL SHALL BE DONE IN A CONTINUOUS OPERATION AND
<br />COMPLETED TO SUBGRADE. AREAS OF MINIMUM COVER SHALL BE
<br />PROTECTED.
<br />LANDSCAPE IRRIGATION LINES SHALL BE BURIED A MINIMUM OF TWELVE
<br />(12) INCHES BELOW SUBGRADE AND COMPACTED TO 90% MINIMUM.
<br />34. ENCROACHMENT PERMIT REQUIRED FOR ALL WORK WITHIN SAN JOAQUIN
<br />COUNTY ROADS.
<br />GRADING NOTES:
<br />1. ALL GRADING OPERATIONS, EXCAVATION, FILL, COMPACTION,
<br />TRENCHING AND BACKFILL SHALL BE OBSERVED AND TESTED BY A
<br />QUALIFIED REGISTERED SOILS ENGINEER. THE SOILS ENGINEER SHALL
<br />BE DESIGNATED AND PAID FOR BY THE OWNER.
<br />2. ALL GRADING OPERATIONS INCLUDING, BUT NOT LIMITED TO, ROUGH
<br />GRADE, RETAINING WALLS, FINE GRADE, BUILDING LAYOUT, CURBS,
<br />AND CURB AND GUTTERS SHALL BE STAKED BY A REGISTERED CIVIL
<br />ENGINEER OR LICENSED LAND SURVEYOR. THE CIVIL
<br />ENGINEER/ SURVEYOR MUST BE APPROVED BY THE OWNER. TOWILL, INC.
<br />IS AN APPROVED SURVEY COMPANY. OTHERS WILL BE CONSIDERED UPON
<br />REQUEST (THIS REQUEST SHALL ACCOMPANY THE BID). THE
<br />CCNTRACTOR IS TO NOTIFY THE OWNER'S REPRESENTATIVE A MINIMUM
<br />OF TWO (2) WORKING DAYS IN ADVANCE ON STAKING REQUESTS.
<br />3. PRIOR TO THE START OF GRADING, ALL EXISTING VEGETATION AND
<br />DEBRIS, INCLUDING EXISTING STRUCTURES, FOOTINGS, FOUNDATIONS,
<br />RUBBLE, AND ROOT SYSTEMS SHALL BE REMOVED FROM THE SITE TO THE
<br />SATISFACTION OF THE SOILS ENGINEER.
<br />4. AFTER STRIPPING THE DEBRIS, ANY EXISTING LOOSE FILL OR
<br />DISTURBED NATURAL SOILS SHALL BE EXCAVATED TO THE SATISFACTION
<br />OF THE SOILS ENGINEER.
<br />5. THE EXPOSED SOILS SHALL THEN BE INSPECTED BY THE SOILS
<br />ENGINEER AND ANY ADDITIONAL OVER -EXCAVATION SHALL THEN BE MADE
<br />IN ACCORDANCE WITH THE SOILS ENGINEER'S RECOMMENDATIONS.
<br />6. NO FILL MAY BE PLACED UNTIL THE EXPOSED SURFACES HAVE BEEN
<br />APPROVED BY THE SOILS ENGINEER AND COUNTY GRADING INSPECTOR.
<br />7. ALL FILL AND BACKFILL MATERIAL MUST BE APPROVED BY THE SOILS
<br />ENGINEER, UTILITY COMPANY INVOLVED AND COUNTY INSPECTOR.
<br />8. COMPACTION SHALL BE OBTAINED TO THE DEGREE SPECIFIED BY THE
<br />SOILS ENGINEER AND SAN JOAQUIN COUNTY INSPECTOR.
<br />9. IF ANY UNKNOWN SUB -SURFACE STRUCTURES ARE ENCOUNTERED DURING
<br />CONSTRUCTION, THEY SHALL IMMEDIATELY BE BROUGHT TO THE
<br />ATTENTION OF THE SOILS ENGINEER AND THE OWNER PRIOR TO
<br />PROCEEDING.
<br />10. THE CONTRACTOR SHALL TAKE OUT THE GRADING PERMIT AND NOTIFY
<br />THE COUNTY INSPECTOR, SOILS ENGINEER, AND OWNER AT LEAST TWO
<br />(2) WORKING DAYS PRIOR TO THE START OF CONSTRUCTION.
<br />11. THE CONTRACTOR SHALL BE RESPONSIBLE FOR THE LOCATION AND
<br />PROTECTION OF ALL EXISTING UTILITIES TO REMAIN IN USE WITHIN
<br />THE CONSTRUCTION AREA WHETHER SHOWN OR NOT SHOWN HEREON.
<br />12. ABANDONMENT OF EXISTING UTILITIES NOT TO REMAIN IN USE SHALL
<br />BE IN ACCORDANCE WITH THE SOILS ENGINEER'S RECOMMENDATIONS AND
<br />THE GOVERNING UTILITY COMPANY REQUIREMENTS. ALL EXISTING
<br />UTILITY LINES BENEATH PROPOSED AND FUTURE BUILDING AREAS SHALL
<br />BE REMOVED THROUGHOUT THE SELECT FILL LIMITS SHOWN HEREON.
<br />EXISTING RIGID UTILITY LINES, 8 INCHES OR SMALLER IN DIAMETER,
<br />MAY REMAIN WITHIN THE AREAS TO BE PAVED PROVIDED A MINIMUM OF
<br />30 INCHES OF COVER EXISTS FROM THE TOP OF THE PIPE TO THE
<br />FINISHED PAVEMENT ELEVATIONS AND SUBJECT TO THE APPROVAL CF
<br />THE SOILS ENGINEER AND THE COUNTY INSPECTOR. ALL EXISTING
<br />PIPES LARGER THAN 8 INCHES IN DIAMETER SHALL BE REMOVED OR
<br />CRUSHED IN PLACE TO THE SATISFACTION OF THE SOILS ENGINEER AND
<br />THE SAN JOAQUIN COUNTY INSPECTOR.
<br />13. PROTECTIVE MEASURES SHALL BE TAKEN BY THE CONTRACTOR TO
<br />PROTECT ADJACENT PROPERTIES, PUBLIC AND PRIVATE, AT ALL TIMES
<br />DURING CONSTRUCTION AND NOT TO CAUSE ANY MUD, SILT OR DEBRIS
<br />TO BE ONTO THE ADJACENT PROPERTIES. ANY MUD OR DEBRIS CAUSED
<br />ON ADJACENT PROPERTY SHALL BE REMOVE IMMEDIATELY.
<br />14. THE CONTRACTOR SHALL BE RESPONSIBLE FOR CALCULATION OF
<br />EARTHWORK QUANTITIES AND IMPORTING AND/OR EXPORTING ALL
<br />MATERIAL AS REQUIRED TO PROPERLY GRADE THIS SITE TO THE
<br />FINISHED ELEVATIONS SHOWN HEREON IN ACCORDANCE WITH THE
<br />APPROVED PLANS, SPECIFICATIONS AND THE SOILS ENGINEER'S
<br />RECOMMENDATIONS. ANY QUANTITIES CALCULATED BY MAJOR'S
<br />ENGINEERING ARE FOR PERMIT FEE DETERMINATION ONLY.
<br />15, ALL FILL SHALL BE STRUCTURAL ENGINEERED FILL IN COMPLIANCE
<br />WITH THE SOILS INVESTIGATIONS LISTED BELOW:
<br />A. GEOTECHNICAL INVESTIGATION BAY CITIES BUSINESS CENTER
<br />TRUCK STOP PLAZA AND INDUSTRIAL COMPLEX, SCHULTE ROAD AND
<br />PATTERSON PASS ROAD, SAN JOAQUIN COUNTY, CALIFORNIA,
<br />PREPARED BY BERLOGAR GEOTECHNICAL CONSULTANTS, JOB
<br />NO.1483.200, DATED JULY 23, 1991.
<br />B. GEOTECNICAL INVESTIGATION 35 -ACRE PARCEL PATTERSON PASS
<br />INDUSTRIAL PARK, SCHULTE ROAD, SAN JOAQUIN COUNTY
<br />CALIFORNIA, PREPARED BY BERLOGAR GEOTECHNICAL
<br />CONSULTANTS, JOB NO 1438.211, DATED JULY 25, 1991.
<br />16. ALL GRADING SHALL COMPLY WITH CHAPTERS 29 & 70 OF THE 1988 UBC
<br />AND RECOMMENDATIONS OF THE SOILS REPORTS LISTED IN NOTE 15.
<br />UTILITY NOTES:
<br />1. PRIOR TO TRENCHING FOR ANY STORM DRAIN PIPE, THE CONTRACTOR
<br />SHALL VERIFY, IN THE FIELD, THE SIZE AND LOCATION OF THE
<br />EXISTING PIPE AT THE POINT OF CONNECTION. ANY DEVIATION FROM
<br />THE PLANS SHALL BE RESOLVED BY THE DESIGN ENGINEER PRIOR TO
<br />TRENCHING.
<br />2. THE CONTRACTOR SHALL COORDINATE THE SEWER, WATER AND STORM
<br />DRAIN CONSTRUCTION IN A MANNER TO PREVENT ANY CONFLICTS WHERE
<br />UTILITY LINES CROSS EACH OTHER. THE STORM DRAIN CONTRACTOR
<br />SHALL BE RESPONSIBLE FOR OBTAINING PLANS FOR ALL OTHER
<br />UTILITIES FOR THESE IMPROVEMENTS AND FAMILIARIZE THEMSELVES
<br />THEREWITH AND SHALL NOTIFY THE ENGINEER AND OWNER'S
<br />REPRESENTATIVE IMMEDIATELY OF ANY DISCREPANCY FROM THIS PLAN
<br />PRIOR TO PROCEEDING.
<br />3. THE CONTRACTOR SHALL BE RESPONSIBLE TO PROVIDE AMPLE COVER FOR
<br />THE PROTECTION OF ALL INSTALLED UTILITIES DURING THE
<br />CONSTRUCTION OF THIS PROJECT.
<br />4. THE CONTRACTOR SHALL SCHEDULE, ARRANGE FOR ANY WORK TO BE DONE
<br />BY THE SERVING UTILITY COMPANIES IN CONJUNCTION WITH AND
<br />NECESSARY FOR THE INSTALLATION OF THE COMPLETE AND OPERABLE
<br />UTILITY SYSTEMS SHOWN HEREON, UNLESS OTHERWISE NOTED.
<br />5. THE CONTRACTOR IS TO FURNISH THE OWNER WITH A COPY OF THE
<br />PERMITS AND FINAL ACCEPTANCES GRANTED BY THE UTILITY COMPANIES
<br />AN/OR AGENCIES INVOLVED.
<br />6. ALL TRENCHES SHALL BE BACKFILLED IN ACCORDANCE WITH COUNTY
<br />STANDARDS. COMPACTION SHALL BE ACHIEVED BY MECHANICAL MEANS.
<br />NO FLOODING, PONDING OR JETTING SHALL BE PERMITTED.
<br />7. ALL TRENCH BACKFILL WHICH LIES WITHIN EXISTING OR NEW ROADWAY
<br />AREAS SHALL CONFORM TO THE ROADWAY AREAS BACKFILL
<br />SPECIFICATIONS OF LATEST SAN JOAQUIN COUNTY STANDARD PLAN.
<br />8. THE FOLLOWING SAN JOAQUIN COUNTY STANDARD PLANS ARE
<br />APPLICABLE:
<br />R-29 D-17 D-18
<br />9. BENCHMARKS SHALL BE, FURNISHED AND INSTALLED BY CONTRACTOR AT
<br />LOCATIONS SHOWN.
<br />10. ASBESTOS CEMENT PIPE (ACP) OR FITTINGS SHALL NOT BE USED.
<br />STORM DRAIN
<br />11. STORM DRAIN PIPE SHALL BE R.C.P. CLASS III.
<br />12. ALL STORM DRAIN CONSTRUCTION SHALL PROCEED FROM THE DOWNSTREAM
<br />CONNECTION TO THE UPSTREAM TERMINUS.
<br />FES
<br />C.
<br />w �No. C 4 6`Pl�
<br />Exp
<br />x
<br />sY � - �TY
<br />RECORD DRAWING
<br />Upon review with the Owner, the General Contractor, the Construction Surveyor and a
<br />visual review of the site, we conclude that the information contained on these plans
<br />generally depicts the post -construction conditions of this site. A post -construction survey
<br />was not completed. All information should be field verified prior to undertaking any
<br />future work on this site. -
<br />QPOFESSipN
<br />�� - Q�� N C. Cq 4� F
<br />�y
<br />f Z rNo.
<br />C44 65p m
<br />Kevin C. Carter, P.E. C44665 Date EaP
<br />Kerry Engineering and Surveying, Inc.
<br />�T4T_ CMV Q1�P
<br />N
<br />m
<br />E
<br />2
<br />C7 C7
<br />N m
<br />� U
<br />m Z Q U x
<br />z U❑ M C3 at
<br />Y Z CD
<br />2 z W ❑ O W z
<br />•• Z •• W
<br />W U Z ]C
<br />W J •-• I U
<br />C U W W. = W =
<br />❑ N ❑ O U 6. d
<br />M
<br />00
<br />11�1'
<br />V Q
<br />U
<br />C
<br />.� Q
<br />M
<br />N
<br />Q N
<br />v
<br />.G O C
<br />N N
<br />N00
<br />Cw 'n
<br />WH c-
<br />��
<br />N
<br />w
<br />f.. U
<br />0 Q
<br />� J
<br />M d
<br />Ce
<br />Q
<br />d
<br />C
<br />O
<br />c-
<br />0
<br />N
<br />k CO
<br />00
<br />a rn
<br />craLn
<br />U
<br />w p
<br />Z Z CCD
<br />O W D
<br />w a CY)
<br />¢ ¢
<br />0 v¢
<br />L
<br />v
<br />N
<br />W
<br />W
<br />W
<br />= O
<br />N M
<br />=M m
<br />N
<br />0 o N
<br />V)
<br />U.
<br />O
<br />Y
<br />Q0
<br />a
<br />to
<br />CD
<br />N
<br />Z
<br />Z
<br />cn�,0
<br />D
<br />Z
<br />co
<br />QU
<br />i-
<br />J
<br />Q
<br />Q
<br />a
<br />Z
<br />O
<br />cc
<br />LLI
<br />Z
<br />0
<br />FnZ
<br />W
<br />crQ
<br />0
<br />W
<br />m
<br />Q
<br />(L
<br />N
<br />W
<br />W
<br />W
<br />= O
<br />N M
<br />=M m
<br />N
<br />0 o N
<br />V)
<br />U.
<br />O
<br />
|