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ESTIMATE OF OUMTITIES
I TEN DEWRIPTION �/ UNIT NEM4RXS
1, 2% " A.C. PAVEMENT 13 TONS
2. A.C. OVERLAY CI"MIN. 2112 S.F.
3. 8'' P, C.C. CURB € GUTTER, STD. DWG. 101 ISO L.F.
4. 4' WIDE P.C.C. S I OEWAI, K STD. DWG. I OS -A 4108 5. F.
21o'�WIDE DRIVEWAY APPROACH, STD. DWG. 102 -B 3910 S,F.
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CONTRACTOR'S RESPONSIBLITY FOR SAFETY
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IN SUBMITTING A BID FOR THIS WORK, THE CONTRACTOR AGREES
THAT. HE SHALL ASSUME SOLE AND COMPLETE RESPONSIBILITY FOR
JOB SITE CONDITIONS DURING THE COURSE OF CONSTRUCTION ON
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 OWNER, THE ENGINEER,
AND THE CITY HARMLESS FROM ANY AND ALL LIABILITY, REAL OR
ALLEDGED, IN CONNECTION WITH THE PERFORMANCE OF WORK ON
THIS PROJECT. EXCEPTING FOR LIABILITY ARISING FROM THE
SOLE NEGL-IGENCE OF THE OWNER, THE ENGINEER, OR THE CITY.
RIVERSIDE HLUEPRINr - RIVERSIWt, CALIF.
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CONSTRUCTION NOTES
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REPAIR AND OVERLAY EXISrIAIS PAVEMENT 7'p PROVIDE SMOOTH
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GENERAL NOTESi
1. ALL WORK AND MATERIALS SHALL COMPLY WITH THE SPECIFICATIONS AND
STANDARD PLANS OF THE CITY OF FONTANA, PUBLIC WORKS DEPARTMENT
DATED 1975.
2. INSPECTION TO BE CALLED FOR THROUGH THE CITY OF FONTANA (714-
550-7(of0 24 HOURS PRIOR TO STARTING WORK.
3. ALL UTILITY COMPANIES TO BE GIVEN 48 HOURS NOTICE PRIOR TO WORKING
AROUND THEIR FACILITIES.
4. ALL NEW OR EXISTING VALVE BOXES SHALL BE ADJUSTED TO GRADE BY
PAVING CONTRACTOR, AFTER THR COMPLETION OF PAVING.
5. DURING THE WORKING DAY, TRENCHES MAY BE LEFT OPEN ACROSS EXISTING
STREET PROVIDING TRAFFIC FLOWS SAFELY IN BOTH DIRECTIOUS. NO TRENCH MAY
BE LEFT OPEN OVERNIGHT ON EXISTING.STREET UNLESS AUTHORIZED IN
WRITING BY THE CITY ENGINEER.
6. ALL UTILITIES SHALL BE INSTALLED, TESTED AND APPROVED PRIOR TO
PAVING.
•7. PRIOR TO CONSTRUCTION THE CONTRACTOR SHALL OBTAIN PERMITS FROM THE
CITY OF FONTANA, PUBLIC WORKS DEPARTMENT.
8. IF ANY EXISTING UTILTIES QR ANY OTHER FACILITIES CONFLICT WITH THE
PROPOSED IMPROVEMENTS, WORK SHALL STOP AND THE ENGINEER NOTIFIED
IMMEDIATELY OF THIS SITUATION.
9. DUST CONTROL SHALL CONFORM TO THE PROVISIONS IN SECTION 10 OF THE
STANDARD SPECIFICATIONS AND AS HEREINAFTER SPECIFIED.
10. ADEQUATE STAKES SHALL BE SET BY THE ENGINEER TO ENABLE THE CON-
TRACTOR TO CONSTRUCT THE WORK TO THE PLAN GRADES.
11. MANHOLE FRAMES AND COVERS SHALL BE CONSTRUCTED 6" BELOW FINISHED
PAVEMENT GRADE BY THE SEWER CONTRACTOR AND SHALL BE RAISED TO GRADE
AT THE COMPLETION OF PROJECT BY THE PAVING CONTRACTOR.
12. AS -BUILT PLANS SHALL BE PROVIDED BY THE CONTRACTOR TO THE CITY.
I CITY OF FONTANA , CALIFORNIA
VICINITY MAP PUBLIC WORKS DEPARTMENT
ASSOCIATED ENGINEERS DRAWN BY SCALE:
V. P. L. STREET I MPROVE MENT5 HORIZ.:=zo1
165 W HOSPITALITY LANE DESIGNED BYSOUTH SIDE OF ATH OL STREET VERT. r' =20' I
SUITE 15 PM.D'
SAN BERNARDINO CA. 9240FROM
( 714) 889 -0491 CHECKED BY 33D' E /D CYPRESS TD 48W E.10 CYPRESS DATE
JOB NO. DRW. NO. SHT. NO. ,
APPROVED 1
8 W �
R.E.E. NO.2381'1 EXP. 1Z -31.U7 DATE CITY ENGINEER R.C.E. IS°I32 76 a -A I OF
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