HomeMy WebLinkAbout1957-2GENERAL NOTES
1. ALL WORK SHALL BE DONE IN ACCORDANCE WITH THESE PLANS AND THE CITY OF
,FONTANA PUBLIC WORKS DEPARTMENT STANDARD SPECIFICATIONS DATED, 1975.
2. ;CONSTRUCTION PERMITS SHALL BE OBTAINED FROM THE FONTANA PUBLIC WORKS
PRIOR TO THE START OF ANY WORK WITHIN THE CITY LIMITS.
3. ADEQUATE STAKES SHALL BE SET BY THE ENGINEER TO ENABLE THE CONTRACTOR
TO CONSTRUCT THE WORK TO THE PLAN GRADES.
4. ALL PIPELINES OR SUBSTRUCTURES OF ANY KIND AND ALL TELEPHONE OR
POLES, WATER METERS, VALVES, HYDRANTS, IRRIGATION STRUCTURES, ETC.
SHOWN OR NOT SHOWN ON -THIS PLAN AND LOCATED WITHIN AREAS TO BE
IMPROVED AND INTERFERING WITH CONSTRUCTION, SHALL BE RELOCATED BY
OTHERS. IT SHALL BE THE CONTRACTOR'S RESPONSI13ILITY TO NOTIFY ALL
AGENCIES CONCERNED BEFORE CONSTRUCTION BEGINS.
5. WATER VALVE COVERS SHALL BE RAISED TO GRADE BY THE PAVING CONTRACTOR.
6. AS -BUILT PLANS SHALL BE PROVIDED TO THE CITY BY THE CONTRACTOR.
7. ALL UTILITY COMPANIES SHALL BE GIVEN 48 HOURS NOTICE PRIOR TO WORK
AROUND THEIR FACILITIES.
8. ALL BACKFILL TO BE CERTIFIED BY SOILS ENGINEER.
9. ALL MATERIALS AND METHODS TO BE SUBJECT TO THE APPROVAL OF THE CITY
ENGINEER.
10. BACKFILL MATERIALS TO HAVE A S.E. OF 30 (MIN.) AND MIN. COMPACTION OF
90%.
11. �LL NEW OR EXISTING VALVE CANS AND MANHOLES SHALL BE ADJUSTED TO
GRADE DURING PAVING.
12. CONTRACTOR TO INSTALL PAVEMENT MARKINGS AND STRIPING AS REQUIRED BY
THE CITY ENGINEER.
13. CONTRACTOR SHALL NOT OPERATE ANY MAIN LINE WATER VALVE.
14. IF EXISTING UTILITIES OR ANY OTHER FACILITIES CONFLICT WITH THE
PROPOSED IMPROVEMENTS, WORK SHALL STOP AND THE ENGINEER NOTIFIED
IMMEDIATELY.
15. IT SHALL BE THE RESPONSIBILITY OF THE CONTRACTOR TO NOTIFY THE
ENGINEER AFTER THE BASE COURSE HAS BEEN CONSTRUCTED AND BEFORE THE
PAVING HAS BEEN INSTALLED 30 THAT THE ENGINEER MAY I'NSTALL THE STREET
CENTERLINE MONUMENTS AS REQUIRED BY THE CITY CODE OF THE CITY OF
FONTANA.
SOILS ENGINEER'S DECLARATION
C.H.J. INCORPORATED,HAS PREPARED A PRELIMINARY SOILS INVESTIGATION
REPORT FOR TRACT NO. 13000-1s JOB NO. 85510-3, DATED JUNE 181,
1 1 985. THIS'REPORT,SHALL BE CONSIDERED..AS PART OF THIS PLAN AND ALL
'GRADING -SHALL BE IN ACCORDANCE WITH SAID REPORT.
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TYPICAL LOT GRADING
NOT TO SCALE
1-- ALL LOTS $HALL DRAIN TO 'THE STREET.
2. ALL DRAINAGE SWAL�S THAT ARE TO REMAIN ON
SOIL SHALL HAVE A MIN. SLOPE OF 1.0%.
3. DRAINAGE AWAY FROM BUILDIWPADS SHALL BE
A MI -N. OF 2.0%. 1,
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--- SHEET -MATCH LINE
-- ---------- TRACT BOUNDARY
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------- DIRECTION OF FLOW
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INDICATES YARD GRADE -3:1 MAX.
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--- SHEET -MATCH LINE
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INDICATES 2:1 SLOPE
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ISSUE DATE
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JOHN
C. HOGAN
SOILS
ENGINEER:
BENCH
MARK:
J. N_ 38 20'�
BENCH MARK FWE I a rl ir.
C.H.J.. INCORPORATED to
USCOS STATION"PACEL�' 3170 REDHILL AVENUE COSTA MESA, CA 92626-3428 (714) 641 2
/2\ ADDEL) EXISTING CHANNEL R/W M.40 P.O. BOX 231 1 1963,.901+ -8777
ELY. OF RAILROAD TRACKS AND 281 + SLY. CIVIL ENGINEERING LAND PLANNING - LAND SURVEYING
135 E. COOLEY DR., OF CL BASE LINE, 1.1 MI. ELY OF -EAST OF
AVENUE, SAME AS CITY B.M. #364 PREPARED UNDER OF THE SUPERVISION OF
COLTON, CALIF. 92324 0-l'
2
ENGRS'. y ELEVATION 1301.541
No. REVISIONS, 000/_% , DATE CIT D 7210JOB -
I A %I ADDOr)WAI ATE1714824- No -A-55 10
JOHN
C. HOGAN
R.C.E, 26229
J. N_ 38 20'�