HomeMy WebLinkAbout1178-1GENERAL 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.
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. ALL UNDERGROUND WORK SHALL BE COMPLETED PRIOR TO PAVING OF STREETS.
5. EXISTING UNDERGROUND UTILITIES ARE AS PER AVAILABLE RECORDS. THE CONTRACTOR SHALL
BE RESPONSIBLE FOR VERIFYING THE ACTUAL LOCATION AND ELEVATION IN THE FIELD.
6. 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.
7. 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.
8. (REFER TO CITY OF FONTANA, UNDERGROUND UTILITY LOCATION STANDARD DETAIL 129.
9. THE CONTRACTOR(S) SHALL COORDINATE CONSTRUCTION WITH ALL UTILITIES AND OTHER
IMPROVEMENTS INCLUDING, BUT NOT LIMITED T09 GAS, TELEPHONE, ELECTRICAL, LIGHTING,
TELEVISION CABLE, LANDSCAPING, LANDSCAPING IRRIGATION, DOMESTIC WATER, RECLAIMED
DATER, SEWER, STORM DRAINAGE, FLOOD CONTROL SYSTEMS, ETC.
10. AS -BUILT PLANS SHALL BE PROVIDED BY THE CONTRACTOR TO THE CITY OF FONTANA.
11. ALL MANHOLE FRAMES AND COVERS SHALL BE CONSTRUCTED 6" BELOW FINISHED GRADE BY SEWER
CONTRACTOR AND SHALL BE RAISED TO GRADE BY PAVING CONTRACTOR AFTER COMPLETION OF
PAVING.
12. ALL 4" HOUSE SEWER LATERALS SHALL BE INSTALLED ON A 2% MINIMUM GRADE UNLESS OTHER-
WISE APPROVED BY THE CITY ENGINEER.
13. TERMINATE ALL 4" HOUSE SEWER LATERALS AT THE PROPERTY LINE WITH A PLUG.
14. CHIS. X SHALL BE PLACED ON THE CURB OVER LOCATIONS OF SEWER LATERALS BY THE SEWER
CONTRACTOR.
15. IT SHALL BE THE CONTRACTOR'S RESPONSIBILITY TO VERIFY THE HORIZONTAL LOCATION AND
VERTICAL ELEVATIONS OF ALL UTILITY CROSSINGS FOR ALL UTILITIES CONSTRUCTED PRIOR
TO THE SEWER. ANY DISCREPANCIES SHALL BE MADE IN WRITING TO THE OWNER PRIOR TO
CONSTRUCTION.
* I \A I 1� I T r T r.
PRIVATE ENGINEER'S NOTICE TO CONTRALTO
1. ALL UNDERGROUND UTILITIES OR STRUCTURES REPORTED BY THE OWNER OR OTHERS,
AND THOSE SHOWN ON THE RECORDS EXAMINED -ARE SHOWN WITH THEIR APPROXIMATE
LOCATION AND EXTENT.
2. IT SHALL BE THE CONTRACTOR'S RESPONSIBILITY TO DETERMINE THE NATURE OF
EXISTING GROUND AND/OR THE FINISHED GRADE IN THE VICINITY OF THE PROPOSED
CONSTRUCTION AREA IMMEDIATELY PRIOR TO CONSTRUCTION.
3. THE CONTRACTOR IS REQUIRED TO TAKE DUE PRECAUTIONARY MEASURES TO PROTECT
THE UTILITIES OR STRUCTURES FOUND AT THE SITE. IT SHALL BE THE CONTRAC-
TOR'S RESPONSIBILITY TO NOTIFY THE OWNERS OF THE UTILITIES OR STRUCTURES
CONCERNED BEFORE STARTING WORK.
4. THE CONTRACTOR SHALL UNCOVER ALL UTILITIES THAT HE MAY BE JOINING,
CROSSING OR PARALLELING PRIOR TO ANY CONSTRUCTION TO VERIFY BOTH HORI-
ZONTAL AND VERTICAL LOCATIONS. ANY CONFLICT OR DISCREPANCY SHALL BE
BROUGHT TO THE ENGINEER'S ATTENTION PRIOR TO CONSTRUCTION, OTHERWISE THE
CONTRACTOR ACCEPTS FULL RESPONSIBILITY FOR ANY COSTS OF RELOCATION OR
ADDITIONAL COSTS OF CONSTRUCTION.
SEVVER IMPROVEMENT PLANS
TRACT N0. 1224,8
FONTANA, CALIFORNIA
EL
W
U. 10
LOVER AVE.
W Y W
JURUPA AV E.
> a
m
o
MARL A AV.
a A w
3 - ,Q�` CD
w
RIVERSIDE AVE.
t �oJ rrr---T- La�,aT-lo>v
VICINITY MAP _
car o 4- ijw N4~.
O.D ♦ i2"MIN.
6
E�e'CT Arc AnEI> ly 1v _
bio/G. / "JI�AX./L�" -177141
��DD� Nb Co M c'f' v p►
-ro pox
wow
_�r
TYPICAL BEDDING FOR VCP
N]s
QUANTITY ESTIMATE
1.
CONSTRUCT PRE -CAST MANHOLES PER CITY OF FONTANA STANDARD
DETAIL 112.
A0
44 -
2.
CONSTRUCT 8" SEWER TERMINAL CLEANOUT PER CITY OF FONTANA
STANDARD DETAIL 128.
3.
CONSTRUCT 4" SEWER LATERAL PER CITY OF FONTANA STANDARD
DETAIL 125.
4.11
INSTALL 8" VITRIFIED CLAY PIPE.
1,781v
L{.
INSTALL 10" VITRIFIED CLAY PIPE.
d6.
ADJUST MANHOLE AND CLEANOUT COVERS TO NEW GRADE.
1,2
"EA.