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1 . THE CONSTRUCTION OF ALL PUBLIC IMPROVEMENTS SHALL CONFORM TO 8 L ElYvc /A AVE
THESE PLANS AND TO THE REQUIREMENTS OF THE CITY STANDARD
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SPECIFICATIONS, PUBLIC WORKS DEPARTMENT, CITY OF FONTANA.
REFER TO DEFINITIONS AND TERMS IN CITY STANDARD
SPECIFICATIONS. 11. AS BUILT DRAVINGS SHALL BE PROVIDED BY THE CONTRACTOR TO THE
CITY OF FONTANA.
2. CONSTRUCTION PERMITS SHALL E` OBTAINEQ FROM FONTANA PUBLIC
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TYPICAL
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WORKS DEPARTMENT AND .SAN BE?NMDINO COUNTY. ROAD DEPARTMENT.
PRIOR 'TO START OF ANY WORK,
12.
THE CONTRACTOR SHALL BE RESPONSIBLE FOR THE RESETTING OF AIVY
SURVEY MONUMENTS, STREET CENTERLINE MONUMENTS, OR BENCH
SELECTED NAT/UE
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PUBLIC WORKS DEPARTMENT
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APPROVED BY:
MARKS WHICH ARE D 1 S TURBED DURING CONSTRUCTION WHETHER THEY
CO/YIPACTEL7 TO �D /o
DRAWN BY
OFF_ SITE SEWER PLAN
SCALE
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STATIONING REFERS TO THE CENTER' I NES OF STREET EXCEPT WHERE
(71 4) 824-5700
ARE SHOWN ON THE PLANS OR NOT.
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3 T. COUNTY ENGR, DATE
Exp. 6-•30-90
CIVIL
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OTHERWISE NOTED.f
ASST, ROAD COMMISSIONER EN F
DESIGNED BY
DATE
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4.
ALL UNDERGROUND WORK SHALL BE CO;IPLETED PRIOR TO PAVING OF
13.
ALL 4 " HOUSE SEWER LATERALS SHALL BE INSTALLED ON A 2.y
M'NIMUM GRADE UNLESS OTHERWISE APPROVED BY THE CI Tip
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F . M
STA. 12+90 TO 23+20.25
STREETS.
ENGINEER. INSTALL SEWER CLEANOUT BOX FGR ALL ;MOUSE LATERALS
EN ETH ALAN P E S R,C,E, 33820
CHECKED BY
APPROVED /y��
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5.
EXISTING UNDERGROUND UTILITIES ARE AS PER AVAILABLE RECORDS.
PER STD. 1,25-A.
CITY ENGINEER R.C.E. 1893.2
14q
THE CONTRACTOR SHALL BE RESPONSIBLE FOR VERIFYING THE ACTUAL
l4.
TERMINATE ALL 4" HOUSE SEWER LATERALS WITH A PLUG AT THE
LOCATION AND ELEVATION IN THE FIELD.
PROPERTY LINE UNLESS OTHERWISE NOTED.
6.
THE WALLS AND FACES OF ALL EXCAVATIONS GREATER THAN FIVE (5)
15.
CHIS. X SHALL BE PLACED ON THE CURB OVER LOCATIONS ,OF SEWER
TYPICAL
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FEET IN DEPTH SHALL BE EFFECTIVELY GUARDED BY A SHORING LATERALS BY THE SEWER CONTRACTOR.
SYSTEM, SLOPING OF THE GROUND OR OTHER EQUIVALENT MEANS.
TRENCHES LESS THAN FIVE 151 FEET IN DEPTH SHALL ALSO BE 15. IT SHALL BE THE CONTRACTORS RESPONSIBILITY TO VERIFY THE
GUARDED WHEN EXAMINATION 1 ND I CA TES HAZARDOUS GROUND MOVEMENT HORIZONTALL OCA T I ON AND VERTICAL EL E V,� T I ONS OF ALL UTILITY
MAY BE EXPECTED.
CROSSINGS FOR ALL UTILITIES CONS TRU`''ED PRIOR TO THE SEWER,
7. THE CONTRACTOR(S) SHALL OBTAIN A PERMIT TO PERFORM ANY DISCREPANCIES SHALL BE MADE IN WRI TING r THE OWNER
EXCA VA T ION OR TRENCH WORK DESCRIBED IN NOTE 6 ABOVE FROM PRIOR TO CONSTRUCTION.
CALIFORNIA STATE DIVISION OF INDUSTRIAL SAFETY. SEE STANDARD 17. CONTRACTOR; SHALL COORDINATE CONSTRUCTION WITH ALL UTILITIES
SPECIFICATIONS FOR PUBLIC WORKS CONSTRUCTION SECTION AND OTHER IMPROVEMENTS INCLUDING, BUT NOT r IMI TED TO, GAS,
TELEPHONE, ELECTRICAL, LIGHTING. TELEVISION CABLE.
8. ALL MANHOLE FRAMES AND COVERS SHALL BE CONSTRUCTED 6" BELOW LANDSCAPING, IRRIGATION, DOMESTIC WATER, RECLAIMED WATER.
FINISHED GRADE BY SEWER CONTKCTOR AND SHALL BE RAISED TO SEWER, STORM DRAINAGE, FLOOD CONTROL SYSTEMS, EIC. 48 HOURS
PRIOR TO EXCAVATION NEAR THEIR FACILITIES.
GRADE BY PAVING CONTRACTOR AFTER COMPLETION OF PAVING.
18. CONSTRUCTION OF SEWER MANHOLES SHALL BE PER CITY OF FONTANA
9. REFER TO CITY OF FON TANA , UNDERGROUND UTILITY L OCA T I ON STANDARD DETAIL 112.
STANDARD DETAIL 129.
10. ADEQUATE STAKE' SHALL BE SET BY THE ENGINEER TO ENABLE THE
CONTRACTOR TO CONSTRUCT THE WORKS TO THE PLAN GRADES.
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VALENCIA AVENUE
BENCH MARK NO. 5/5
SQ LIARE HEADED AVAIL UP /. 5' DN
DORSE y S. SIDE DF P. P. 9 1.510 7151E 1N Al. W
CDR. DF ARRDW ROUTE AND LOCUST'
VICINITY MAP AVENUE
Al. T. S. ELEV. /ZLo7. 5/
COUNTY OF SAN BERNARDI NO
CITY OF F O N T A N A► CALIFORNIA
ROAD DEPARTMENT
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E. J. ROBERTS AND ASSOC.
937 VIA LATA- STE.100
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PUBLIC WORKS DEPARTMENT
RECOMMENDED/ APPROVED BY:
APPROVED BY:
ti KENNETH A .
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POWERS
No. C--33820
COLTON, CALIFORNIA 92324
DRAWN BY
OFF_ SITE SEWER PLAN
SCALE
(71 4) 824-5700
F M. � c, C.
t t@ = 40'
3 T. COUNTY ENGR, DATE
Exp. 6-•30-90
CIVIL
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VALENCIA AVENUE
ASST, ROAD COMMISSIONER EN F
DESIGNED BY
DATE
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F . M
STA. 12+90 TO 23+20.25
OF C IVp�
EN ETH ALAN P E S R,C,E, 33820
CHECKED BY
APPROVED /y��
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DATE
COUNTY ENGINEER DATE
CITY ENGINEER R.C.E. 1893.2
14q