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BENCH MARK. ..
CITY OF FONTANA BENCH MARK NO. 378
CIRCUIT NO. 67-5, 30d NAIL IN P.P.
NO /1t A41 SW COR. BEECH L FOOTHILL
ELEV. 1267.84 DATE 9/67
PRIVATE ENGINEER'S NOTE TO CONTRACTORS:
THE 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.
RIVERSIDE BLUEPRINT - PIVERSIDE, CALIF.
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BENCH MARK. ..
CITY OF FONTANA BENCH MARK NO. 378
CIRCUIT NO. 67-5, 30d NAIL IN P.P.
NO /1t A41 SW COR. BEECH L FOOTHILL
ELEV. 1267.84 DATE 9/67
PRIVATE ENGINEER'S NOTE TO CONTRACTORS:
THE 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.
RIVERSIDE BLUEPRINT - PIVERSIDE, CALIF.
CONSTRUCTION NOTES:
1U CONSTRUCT 8" V.C.P. SEWER MAIN.
�2 CONSTRUCT 4" V.C.P. SEWER LATERALS. (TYP)
O CONSTRUCT STANDARD MANHOLE,:STO. ATL. 112 PRESIONS:
40 CONSTRUCT 8" X 4" WYE. (TYP)
O5 CONSTRUCT CLEAN-OUT, STD. DTL. 128
6 ADJUST EXISTING MANHOLES TO GRADE.
SCR I PT I ON I ENG. I DATE I APPROVED I DATE
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POWERS
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CIVIL
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Sierra E-ngiflearl
CIVIL ENGINEERS - LAND SURVEYORS - LAND PLANNERS
(7141 862-9400
27007 East Fifth Street
Highlande, C
R.C.E. -33WO EXP. 6/30/90
CITY OF FONTANA. CALIFORNIA
PUBLIC WORKS DEPARTMENT
DRAWN BY SCALE
M. M• Xe. 1396¢ A lg�r"
DESIGNED BY DATE
A . P. C ORAIERSTOAIE Zw 69M DEN 1 w. . t100
CHECK D BY APPROVED ya DRW. e
Y. /6/9 7
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CONSTRUCTION NOTES:
1U CONSTRUCT 8" V.C.P. SEWER MAIN.
�2 CONSTRUCT 4" V.C.P. SEWER LATERALS. (TYP)
O CONSTRUCT STANDARD MANHOLE,:STO. ATL. 112 PRESIONS:
40 CONSTRUCT 8" X 4" WYE. (TYP)
O5 CONSTRUCT CLEAN-OUT, STD. DTL. 128
6 ADJUST EXISTING MANHOLES TO GRADE.
SCR I PT I ON I ENG. I DATE I APPROVED I DATE
A
T O6)
A.�
POWERS
N.. C-�eao
i Esp. �-� •
CIVIL
� cr
Sierra E-ngiflearl
CIVIL ENGINEERS - LAND SURVEYORS - LAND PLANNERS
(7141 862-9400
27007 East Fifth Street
Highlande, C
R.C.E. -33WO EXP. 6/30/90
CITY OF FONTANA. CALIFORNIA
PUBLIC WORKS DEPARTMENT
DRAWN BY SCALE
M. M• Xe. 1396¢ A lg�r"
DESIGNED BY DATE
A . P. C ORAIERSTOAIE Zw 69M DEN 1 w. . t100
CHECK D BY APPROVED ya DRW. e
Y. /6/9 7
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