HomeMy WebLinkAbout1135-1GENERAL 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'I-N 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 TO, GAS, TELEPHONE, ELECTRICAL,
LIGHTING, TELEVISION CABLE, LANDSCAPING, LANDSCAPING IRRIGATION,. DOMESTIC
WATER, RECLAIMED WATER., SEWER, STORM DRAINAGE., FLOOD CONTROL SYSTEMS, ETC.
10. ADEQUATE STAKES SHALL BE SET BY THE ENGINEER TO ENABLE THE' CONTRACTOR TO
CONSTRUCT THE WORKS TO -THE PLAN GRADES.
11. AS—BUILT PLANS SHALL BE PROVIDED..BY THE CONTRACTOR. TO THE CITY OF FONTANA.
12. 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.
13. ALL 4" HOUSE SEWER LATERALS SHALL BE INSTALLED ON A.2/ MINIMUM GRADE UNLESS.
OTHERWISE APPROVE D'BY THE CITY ENGINEER.
14. TERMINATE ALL 4" HOUSE -SEWER LATERALS.AT THE PROPERTY LINE WITH A PLUG
15. CHIS. X SHALL BE PLACED ON THE'CURB OVER LOCATIONS OF SEWER LATERALS -BY THE'
SEWER CONTRACTOR.
`.16. -IT SHALT_ BE THE CONTRACTORS RESPONSIR.ILITY TO VERIFY THE HORIZONTAL
LOCATION AND VERTICAL CAL ELEVATIONS OF ALL UTILITY CROSSING] FOR ALL
UTILITIES CONSTRUCTED•PRIOR TO HE ScWER CONSTRUCTION. ANY
DISCREPANCIES SHALL BE MADE IN WRITING TO THE OWNER PRIOR TO
CONSTRUCTION.
17. CONTRACTOR SHALL NOTIFY CHINO BASIN MUNICIPAL WATER DISTRICT (CBMWD),
TELEPHONE NO. (7.14) 987-1712, AT LEAST 24 HOURS PRIOR TO STARTING
CONSTRUCTION—
PRIVATE ENGINEER'S NOTICE TO CONTRACTOR:
1. ALL UNDERGROUND UTILITIES OR STRUCTURES REPORTED BY THE OWNER OR OTHERS,
AND'THOSE SHOW N'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 CONTRACTOR'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. JOININGs CROSSING
OR PARALLELING PRIOR TO ANY CONSTRUCTION TO VERIFY BOTH HORIZONTAL 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.
1
IMPROVEMENT
TRACT N0. 12246
FONTANA, CALIFORNIA
k-1
1
No
ITEM
QUANTITY
UNIT
1
CONSTRUCT PRE.—CAST MANHOLES PER CITY OF FONTANA
2 j
STANDARD DETAIL 112
FA
2
CONSTRUCT 8" SEWER TERMINAL CLEANOUT PER CITY OF
FONTANA STANDARD DETAIL 128,
3
CONSTRUCT 4" SEWER LATERAL PER CITY OF 'FONTANA
STANDARD DETAIL 125,1
L./c
4
INSTALL 8" VITRIFIED CLAY PIPE
L.'
5
INSTALL 10" VITRIFIED CLAY PIPE
j/
Z_
6
ADJUST MANHOLE AND CLEANOUT COVERS TO NEW GRADE
0