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PRIVATE ENGINEER'S NOTICE TO CONT
SAFETY RESPONSIBILITY
CONTRACTOR AGREES THAT HE SHALL ASSUME SOLE AND COMPLETE
RESPONSIBILITY FOR JOB SITE CONDITIONS DURING THE COURSE
OF CONSTRUCTION OF THIS PROJECT, INCLUDING SAFETY OF ALL
PERSONS AND PROPERTY: THAT THIS REGUIRMENT SHALL APPLY
CONTIUNOUSLY AND NOT BE LIMITED TO NORMAL WORKING HOURS:
AND THAT THE CONTRACTOR SHALL DEFEND, INDEMNIFY AND HOLD
THE OWNER AND THE ENGINEER HARMLESS FROM ANY AND ALL LIABILITY
REAL OR ALLEGED, IN CONNECTION WITH PERFORMANCE OF WORK ON
THIS PROJECT, EXCEPTING FOR LIABILITY ARISING FROM THE SOLE
NEGLIGENCE OF THE OWNER OR THE ENGINEER.
RACTOR
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EXISTING UNDERGROUND STRUCTURES
THE EXISTENCE AND LOCATION OF ANY UNDERGROUND UTILITY PIPE, CABLES, OR
STRUCTURES SHOWN ON THESE PLANS WERE OBTAINED BY A SEARCH OF AVAILABLE
RECORDS. TO THE BEST OF OUR KNOWLEDGE, THERE ARE NO UTILITIES EXCEPT
AS SHOWN ON THESE PLANS. THE CONSTRUCTION CONTRACTOR IS REQUIRED TO
TAKE DUE PRECAUTIONARY MEASURES TO PROTECT THE UTILITY LINES SHOWN, OR
ANY OTHER LINES NOT OF RECORD OR NOT SHOWN ON THESE PLANS.
GENERAL NOTES
1. THE CONSTRUCTION OF ALL PUBLIC IMPROVEMENTS SHALL CONFORM TO
THESE PLANS AND TO THE REQUIREMENTS OF THE CITY STANDARD
SPECIFICATIONS, PUBLIC WORKS DEPARTMENT, CITY OF FONTANA.
2. CONSTRUCTION PERMITS SHALL BE OBTAINED FROM FONTANA PUBLIC WORKS
DEPARTMENT PRIOR TO START OF ANY WORK WITHIN THE CITY LIMITS.
3. STATIONING REFERS TO THE CENTERLINES OF STORM DRAINS EXCEPT WHERE
OTHERWISE NOTED.
4. ALL EXPOSED CONCRETE SURFACES SHALL CONFORM IN GRADE, COLOR AND
FINISH TO ALL ADJOINING CURBS AND SIDEWALKS.
5. NO CONCRETE SHALL BE PLACED UNTIL THE FORMS AND REINFORCING STEEL
HAS BEEN PLACED, INSPECTED AND APPROVED.
6. ALL UNDERGROUND WORK SHALL BE COMPLETED PRIOR TO PAVING OF
STREETS.
7. EXISTING UNDERGROUND UTILITIES ARE AS PER THE AVAILABLE RECORDS.
THE CONTRACTOR SHALL BE RESPONSIBLE FOR VERIFYING THE ACTUAL
LOCATION AND ELEVATION IN THE FIELD.
8. THE WALLS AND FACES OF ALL EXCAVATIONS GREATER THAN FIVE (5) FEET
IN DEPTH SHALL BE EFFECTIVELY GUARDED BY A SHORING SYSTEM,
SLOPING OF THE GROUND OR OTHER EQUIVALENT MEANS. TRENCHES LESS
THAN FIVE (5) FEET IN DEPTH SHALL ALSO BE GUARDED WHEN
EXAMINATION INDICATES HAZARDOUS GROUND MOVEMENT MAY BE EXPECTED.
9. THE CONTRACTOR(S) SHALL ALSO OBTAIN A PERMIT TO PERFORM
EXCAVATION OR TRENCH WORK AS DESCRIBED IN NOTE 8 ABOVE FROM
CAL/OSHA.
10. ALL MANHOLES SHALL BE CONSTRUCTED 6" BELOW PAVEMENT GRADE AND
BROUGHT TO FINISH GRADE BY THE PAVING CONTRACTOR AFTER PAVEMENT
IS IN PLACE.
11. IMMEDIATELY FOLLOWING REMOVAL OF EXISTING PAVEMENT OR DIKE OR
CURB AND/OR GUTTER THE CONTRACTOR SHALL DILIGENTLY PURSUE THAT
PORTION OF WORK TO COMPLETION.
12. ALL C.M.P. INSTALLATIONS AND CONNECTIONS SHALL BE MADE PER
MANUFACTURER'S SUGGESTED METHODS UNLESS OTHERWISE SPECIFIED ON
THE PLANS.
13. IF DURING CONSTRUCTION, GROUND WATER IS ENCOUNTERED, A SYSTEM
APPROVED BY THE CITY ENGINEER SHALL BE INSTALLED TO DEWATER SAID
AREA AT THE DIRECTION OF THE SOILS ENGINEER.
14. NO TRENCH BACKFILL SHALL TAKE PLACE WITHOUT PRIOR APPROVAL OF THE
CITY'S INSPECTOR.
15. ALL EXPOSED METAL SURFACES SHALL BE GALVANIZED IN ACCORDANCE WITH
THE CITY STANDARD SPECIFICATIONS.
16. AS -BUILT PLANS SHALL BE PROVIDED TO THE CITY BY THE CONTRACTOR.
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sTAQl�C'TL//QE A//TAl e6RZ1ATU.4E AND
AL!/A 1VBf?A oW&N,OvFY *'A9 - 2010 (24' X 24 "CLEAR OPEN/N4)
50-- REMOYE.4ND FRePLACE' 6X4 PARKWAY OUL�/ERT PER --------------------------- j EA.
DET,9/L 30 ,SHEET 102 lsEE CONST /DOTE if/D. 3�)
HAWKINS, ROBERTSON & ASSOCIATES CITY OF FONTANA, CALIFORNIA
ENGINEERS - SURVEYORS PUBLIC WORKS DEPARTMENT
;773764 ELIZABETH STREET, RIVERSIDE,
CALIFORNIA 92506 PH. 684-9522 DRAWN BY: SCALE:
R.J.R. TRACT NO. I395'L AS SHOWN
DESIGNED BY: �EFF�EY G�U,�i DATE'
• M.S. i R.J.R. STORM DRAIN IMPROVEMENTS 0-
cam.. 7- zs -89 ,
CHECKED BY: c�.,e DWG. NO.
ENGR'S CITY DALE G . GLADDING R . C . E 17055 DATE APPROVED: 1
REV. DATE APPR DESCRIPTION DATE IIW621qll-�' CITY ENGINEER R.C.E. 25126 �Q46
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