HomeMy WebLinkAbout1949A-1PRIVATE ENGINEER'S NOTES TO CONTRACTOR
THE EXISTENCE AND LOCATION OF ANY UNDERGROUND UTILITY PIPES. CONDUITS
OR STRUCTURES SHOWN ON THESE PLANS ARE OBTAINED BY A SEARCH OF THE olk
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AVAILABLE RECORDS. TO THE BEST OF OUR KNOWLEDGE THERE ARE NO 060 6717ZW
EXISTING UTILITIES EXCEPT AS SHOWN ON THESE PLANS. THE CONTRACTOR
16 REQUIRED TO TAKE DUE PRECAUTIONARY MEASURES TO PROTECT THE UTILITY
LINES SHOWN ON THESE DRAWINGS. THE CONTRACTOR FURTHER ASSUMES ALL
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LIABILITY AND RESPONSIBILITY FOR THE UTTI T.TY PTnr�-. CONDUITS OR
STRUCTURES SHOWN OR NOT SHOWN ON THESE DRAWINGS.
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CONTRACTOR AGREES THAT HE SHALL ASSUME SOLE AND COMPLETE RESPONSIBILITY ikil
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FOR JOB SITE CONDITIONS DURING THE COURSE OF CONSTRUCTION OF THIS I I
INCLUDING SAFETY OF ALL PERSONS AND PROPERTY. THAT THIS A47 -
PROJECT. I
REQUIREMENTS SHALL APPLY CONTINUOUSLY AND NOT BE LIMITED TO NORMAL
WORKING HOURS; AND THAT THE CONTRACTOR SHALL DEFEND. INDEMNIFY AND
HOLD THE ENGINEER HARMLESS FROM ANY AND ALL LIABILITY. REAL. OR ALLEGED.
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FOR LIABILITY ARISING FROM THE SOLE NEGLIGENCE OF TIME OWNER OR THE
IN CONNECTION WITH THE PERFORMANCE OF WORK ON THIS PROJECT. EXCEPTING D
ENGINEER. om a
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GENERAL NOTES
I . ALL. GRADING SHALL COMPLY WITH REQUIREMENTS OF CHAPTER 70 OF THE 97
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1962. U.B.C.. THE CITY OF FONTANA AND "REPORT OF GEOTECHNICAL
INVESTIGATION TENTATI-iE TRACT 12314 BASELINE ROAD NEAR CITRUS
AVENUE FONTANA. CALIFORNIA." PREPARED BY SOIL AND TESTING
ENGINEERS. INC. DATED JULY 14. 1987. AND SHALL BE DONE UNDER 7
THE SUPERVISION AND DIRECTION OF THE SOILS ENGINEER. a zz,
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2. IT SHALL BE THE CONTRACTORS RESPONSIBILITY TO VERI'FY THE LOCATION
OF ALL UTILITIES OR STRUCTURES ABOVE OR BELOW GROUND AS SHOWN ON /A
THE IMPROVEMENT PLANS FOR TRACT NO. 12314 OR HEREON. HE WILL BE
HELD RESPONSIBLE FOR A&L DAMAGE TO ANY UTILITIES OR STRUCTURES
3. SLOPE ALL AREAS MIN. 1% TO FLOW LINES OR TO STREET.
CAUSED BY HIS OPERATION.
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4. ALL FILL OR CUT SLOPES TO BE 2s 1 MAX. SLOPE. ;u foe
5. ALL TRENCH BACKFILL TO BE CERTIFIED BY THE SOILS ENGINEER.
6. NOTEi XINLMUM SLOPES SHALL BE AS FOLLOWSt
A) CONCRETE SWALES . . . . . . . . . . . 0.50 PERCENT tr
B) ASPHALT, TURF, ETC .. . . . . . . . . 1.00 PERCENT
A GEOTECHNICAL INVESTIGATION AND GRAD-
XNG PLAN REVIEW AS BEEN PREPARED BY SA
.';OrL AND TESTING ENGINEERS, INC. REPORT
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22-90 (REPORT NO. 3). THE ABOVE REPORTS I N I
AND ANY SUBSEQUENT REPORTS OR RECOMMEND- 610/1- CffMEAVr Aof / X / rIlIC&A4656
ATIONS ARE INCORPORATED IN THESE
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BENCH MARK: NO, 36
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