HomeMy WebLinkAbout1470-1GENERAL CONSTRUCTION NOTES:
1 , THE CONSTRUCTION OF ALI, PUBLIC IMPROVEMEN'T'S SIIALL CONFORM - TO
THESE PLANS AND TO THE REQUIREMENTS OF TETE CITY STANDARD
SPECIFICATIONS, PUBLIC WORKS DEPARTMENT, CITY OF FONTANA.
REFER TO DEFINITIONS AND `PERMS IN CITY STANDARD.
SPECIFICATIONS. ;.
2. CONSTRUCTION PERMITS SHALL BE OBTAINED FRO14 FONTANA PUBLIC
WORKS DEPARTMENT PRIOR TO S'T'ART OF ANY WORK WITHf N THE ' CITY
LIMITS.
3. STATIONING REFERS TO THE CENTERLINES OF, S'T'REET EXCEPT WHERE
OTHERWISE NOTED.
4. CURB DATA REFERS TO THE FACE OF THE CURB.
5. ALI, 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 U'T'ILITIES ARE AS PER AVAILABLE RECORDS.' THE
CONTRACTOR SHALL BE RESPONSIBLE FOR VERIFYING THE ACTUAL
LOCATION AND ELEVA'T'ION IN THE FIELD. CONTRACTIOR SHALL CALL
EACH U'T'ILI`T'Y PRIOR TO ANY WORK.
8. ALL MANHOLE AND CLEANOUT FRAMES AND COVERS SHALL BE
CONSTRUCTED 6" BELOW FINISH GRADE BY SEWER CONTRACTOR AND
SHALL BE RAISED TO GRADE BY PAVING CONTRACTOR AFTER
COMPLE`T'ION OF PAVING.
9.. ALL VALVE CANS AND COVERS SHALL BE CONSTRUCTED 6" BELOW'
BELOW FINISH GRADE BY WATER CONTRACTOR AND SHALL BE RAISED:
TO GRADE BY PAVING CONTRACTOR AFTER COMPLETION OF PAVING.
10. REFER TO CITY OF FONTANA, UNDERGROUND UTILITY LOCATION
STANDARD DETAIL 12.9.
11. THE CON'T'RACTOR (S) SHALL COORDINATE CONSTRUCTION WITH 'ALL
UTILITIES AND OTHER IMPROVEMEN'T'S 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.
12. AS BUILT DRAWINGS SIIALL BE PROVIDED BY THE CONTRACTOR TO THE
CITY OF F'ONTANA.
13. TYPE, LOCATION AND WIDTH OF DRIVEWAY APPROACH APRONS WILL BE
DETERMINED AT THE TIME OF CONSTRUCTION AND SIIALL CONFORM -
WITH THE CITY OF FONTANA STANDARD DETAILS.
14. CONTRACTOR IS INS'T'RUCTED 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 REPRESENTA'T'IVE.
15. STERILANT REQUIRED UNDER ALL A.C. PAVEMENT,
16. NO CONCRETE SHALL BE PLACED UNTIL THE FORMS AND REINFORCING
STEEL HAS BEEN PLACED, INSPEC`T'ED AND APPROVED.
17. TETE WALLS AND FACES OF ALL EXCAVATIONS GREATER THAN FIVE (511.
FEET IN DEP'T'H 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.
i
18. 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. '' SFE
STANDARD SPECIFICATIONS FOR PUBLIC WORKS CONSTRUCTION
SECTION 306-1.1.6.
19. 1,10 TRENCH BACKFILL SHALL TAKE PLACE WITHOUT PRIOR APPROVAL
OF THE CITY'S INSPECTOR.
20. AS BUILT PLANS SHALL BE PROVIDED TO THE CITY BY THE
CONTRACTOR.
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THF. EXISTENCE AND LOCATION OF ANY UNDERGROUND UTILITY PIPES. CONDUITS. OR STRUCTURES SHOWN ON THESE PLANS ARE OBTAINED BY A
SEARCH OF THE AVAILABLE RECORDS. TO THE BEST OF OUR KNOWLEDGE. THERE ARE NO EXISTING UTILITIES EXCEPT AS SHOWN ON
THESE PLANS. THE CONTRACTOR IS REQUIRED TO TAKE DUE PRECAUTIONARY MEASURES TO PROTECT THE UTILITY LINES SHOWN ON THESE
DRAWINGS. THE CONTRACTOR FURTHER ASSUMES ALL LIABILITY AND RESPONSIBILITY FOR THE UTILITY PIPES. CONDUITS. OR
STRUCTURES SHOWN OR NOT SHOWN ON THESE DRAWINGS.
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 REQUIREMENT SHALL APPLY CONTINUOUSLY
AND NOT BE LIMITED TO NORMAL WORKING HOURS; AND THAT THE CONTRACTOR SHALL DEFEND, INDEMNIFY. AND HOLD THE CITY. THE
OWNERS, AND THE ENGINEER HARMLESS FROM ANY AND ALL LIABILITY. REAL OR ALLEGED. IN CONNECTION WITH THE PERFORMANCE OF WORK
ON THIS PROJECT. EXCEPTING FOR LIABILITY ARISING FROM THE SOLE NEGLIGENCE OF THE OWNER OR THE ENGINEER.
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SEARCH OF THE AVAILABLE RECORDS. TO THE BEST OF OUR KNOWLEDGE. THERE ARE NO EXISTING UTILITIES EXCEPT AS SHOWN ON
THESE PLANS. THE CONTRACTOR IS REQUIRED TO TAKE DUE PRECAUTIONARY MEASURES TO PROTECT THE UTILITY LINES SHOWN ON THESE
DRAWINGS. THE CONTRACTOR FURTHER ASSUMES ALL LIABILITY AND RESPONSIBILITY FOR THE UTILITY PIPES. CONDUITS. OR
STRUCTURES SHOWN OR NOT SHOWN ON THESE DRAWINGS.
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 REQUIREMENT SHALL APPLY CONTINUOUSLY
AND NOT BE LIMITED TO NORMAL WORKING HOURS; AND THAT THE CONTRACTOR SHALL DEFEND, INDEMNIFY. AND HOLD THE CITY. THE
OWNERS, AND THE ENGINEER HARMLESS FROM ANY AND ALL LIABILITY. REAL OR ALLEGED. IN CONNECTION WITH THE PERFORMANCE OF WORK
ON THIS PROJECT. EXCEPTING FOR LIABILITY ARISING FROM THE SOLE NEGLIGENCE OF THE OWNER OR THE ENGINEER.
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CITY OF FONTANA, CALIFORNIA
E. J. ROBERTS a ASSOCIATES
937 VIA LATA SUITE 100 PUBLIC WORKS DEPARTMENT
COLTON, CA 92324 DRAWN BY SCALE
(714);-824-6700 STREET IMPROVEMENT PLANS
FOR TRACT N0. 13584 IAS �1°�"�
' DESIGNED BY DATE
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