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GENERAL CONSTRUCTION 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. REFER TO DEFINITIONS
AND TERMS IN CITY STANDARD SPECIFICATIONS.
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 STREET EXCEPT WHERE
OTHERWISE NOTED.
4. CURB DATA REFERS TO THE FACE OF THE CURB.
5. ALL EXPOSED CONCRETE SHALL CONFORM IN GRADE, COLOR AND FINISH TO
ALL ADJOINING CURBS AND SIDEWALKS.
-6. PAVEMENT SECTIONS SHOWN ARE MINIMUM AND SUBJECT TO REVISION AND
APPROVAL OF THE CITY AS REQUIRED BY SOILS TEST TAKEN AFTER
COMPLETION OF ROUGH GRADING.
7• ALL UNDERGROUND WORK SHALL BE COMPLETED PRIOR TO PAVING OF
STREETS.
8. EXISTING UNDERGROUND UTILITIES ARE AS PER AVAILABLE RECORDS. THE
CONTRACTOR SHALL BE RESPONSIBLE FOR VERIFYING THE ACTUAL LOCATION
AND ELEVATION IN THE FIELD. CONTRACTOR SHALL CALL EACH UTILITY
PRIOR TO ANY WORK.
9'. ALL MANHOLE AND CLEANOUT FRAMES AND COVERS SHALL BE CONSTRUCTED 611
BELOW FINISHED GRADE BY SEWER CONTRACTOR AND SHALL BE RAISED TO
GRADE BY PAVING CONTRACTOR AFTER COMPLETION OF PAVING.
10. ALL VALVE CANS AND COVERS SHALL BE CONSTRUCTED 61f BELOW FINISHED
GRADE BY WATER CONTRACTOR AND SHALL BE RAISED TO GRADE BY PAVING
CONTRACTOR AFTER COMPLETION OF PAVING.
11. REFER TO CITY OF FONTANA, UNDERGROUND UTILITY LOCATION STANDARD
DETAIL 129.
12. THE CONTRACTOR(S) SHALL COORDINATE CONSTRUCTION WITH ALL UTILITIES
AND OTHER IMPROVEMENTS INCLUDING, BUT NOT LIMITED TO, GAS,
TELEPHONE, ELECTRICAL, LIGHTING, TELEVISION CABLE, LANDSCAPING,
LANDSCAPING IRRIGATION, DOMESTIC WATER, RECLAIMED WATER, SEWER,
STORM DRAINAGE, FLOOD CONTROL SYSTEMS, ETC.
13. AS BUILT DRAWINGS SHALL BE PROVIDED BY THE CONTRACTOR TO THE CITY
OF FONTANA.
14. TYPE, LOCATION AND, WIDTH OF DRIVEWAY APPROACH APRONS WILL BE
DETERMINED AT THE TIME OF CONSTRUCTION AND SHALL CONFORM WITH THE
CITY OF FONTANA STANDARD DETAILS.
15. CONTRACTOR IS INSTRUCTED TO REFER TO THESE PLANS AND THE
SPECIFICATIONS, AND WHERE THERE IS OR MAY BE A CONFLICT SHALL
IMMEDIATELY REPORT SAID CONFLICT OR POSSIBLE CONFLICT TO THE
OWNER'S REPRESENTATIVE.
16. STERILANT REQUIRED UNDER ALL A.C. PAVEMENT
17. ALL EXPOSED CONCRETE SURFACES SHALL CONFORM IN GRADE, COLOR AND
FINISH TO ALL ADJOINING CURBS AND SIDEWALKS.
18. NO CONCRETE SHALL BE PLACED UNTIL THE FORMS AND REINFORCING STEEL
HAS BEEN PLACED, INSPECTED AND APPROVED.
19. 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,
20. THE CONTRACTOR(S) SHALL OBTAIN A PERMIT TO PERFORM EXCAVATION OR
TRENCH WORK AS DESCRIBED IN NOTE 6 ABOVE FROM CALIFORNIA STATE
DIVISION OF INDUSTRIAL SAFETY. SEE STANDARD SPECIFICATIONS FOR
PUBLIC WORKS CONSTRUCTION SECTION 306-1.1.6.
21. NO TRENCH BACKFILL SHALL TAKE PLACE WITHOUT PRIOR APPROVAL OF T.HE
CITY'S INSPECTOR.
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CONSTRUCTION NOTES AND QUANTITY ESTIMATES
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ITEM
QUANTITY
UNIT
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STORM DRAIN QUANTITY
ITEM
QUANTITY
UNIT
ID
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- W= 2_b' (PFR l'lTY-STD #121)
/
9A
0
CO/V5TRUCT DROP /NLFT
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(PER r1TY 5TD r/21)
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CONSTRUCT DROP INLET
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