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PRIVATE ENGINEER'S NOTE TO CONTRACTORS:
THE EXISTENCE AND LOCATION OF ANY UNDERGROUND UTILITY PIPES, CONDUITS, OR STRUCTURES SHOWN ON THESE
PLANS ARE OBTAINED BY A SEARCH OF THE AVAILABLE RECORDS. TO THE BEST OF OUR KNOWLEDGE, THERE ARE
NO EXISTING UTILITIES EXCEPT AS SHOWN ON THESE PLANS. THE CONTRACTOR IS REQUIRED TO TAKE DUE
PRECAUTIONARY MEASURES TO PROTECT THE UTILITY LINES SHOWN ON THESE DRAWINGS. THE CONTRACTOR
FURTHER ASSUMES ALL LIABILITY AND RESPONSIBILITY FOR THE UTILITY PIPES, CONDUITS, OR STRUCTURES
SHOWN OR NOT SHOWN ON THESE DRAWINGS.
CONTRACTOR AGREES THAT HE SHALL ASSUME SOLE AND COMPLETE RESPONSIBILITY FOR JOB SITE CONDITIONS
DURING THE COURSE OF CONSTRUCTION OF 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 CITY, THE OWNERS, AND THE ENGINEER HARMLESS
FROM ANY AND ALL LIABILITY, REAL. OR ALLEGED, IN CONNECTION WITH THE PERFORMANCE OF WORK ON THIS
PROJECT. EXCEPTING FOR LIABILITY ARISING FROM THE SOLE NEGLIGENCE OF THE OWNER OR THE ENGINEER.
RIVERSIDE BLUEPRINT RIVERSIDE, CALIF.
930 South Mt. Vernon Suite 300
Cooley Ronoh
Co 1 t o n . CA 92324 (7141 824-5700
E. J. ROBERTS a ASSOCIATES
Civil Engineering & Lond Surveying
KENNETH A. POWERS R.C.E. 33820 Dote
_ Soale
Designed T`B Cheoked
Drown Job. No.
/r ZD
o KENNETH A. Z
POWERS
No. C-33820
Exp. 6-30-90 0
CIVIL
7� GF CAL1F°��
NO I DATE
GENERAL CONSTRMOTION NOTES
1. THE CONSTRUCTION OF ALL R0,61 -10 MIOROVEMENTS SHALL CONFORM TO
THESE PLANS AND TO THE REOUtRE-71ENTS OF THE CtTY STANDARD
SPECIFICATIONS, 100,91 -10 WORKS DEPART%IENT. CITY OF FON74Nr1. REFER
TO DEFINITIONS AND 7ERi`1S IN CITY STANDARD SPECIFICATIONS.
2. CONSTRUCTION PERi`11TS SHALL BE 06T4tNED FROM FOiI/T.4N.4 PUBL IC !✓OR/fS
DEPARTiYENT PRIOR TO START OF ANY !✓ORI'f l,/ITHIN THE CITY L IMITS.
J. STATIONING REFERS TO THE CENTERL tNES OF STREET EXCEPT !✓HERE
OTHERWISE NOTED.
4. CURB DATA REFERS TO THE FACE OF THE CURB.
5. ALL EXPOSED CONCRETE SHALL CONFOR/`1 IN GRADE, COLOR AND FINISH TO
ALL AD✓DINING CURBS AND SIDEWALKS.
6. PAVEMENT SECTIONS SHOWN ARE P11NI/YU/% AND SUBJECT TO REVISION AND
A101'0R0I1,4L OF THE CITY AS REOUtREO BY SOILS TEST Ti4l�EN AFTER
CO/YPLETION OF ROUGH GRADING.
7. ALL UNDERGROUND UTILITIES ARE AS PER 141114tL149LE RECORDS. THE
CONTRACTOR SHALL BE RESPONSIBLE FOR VERIFYING THE ACTUAL
LOCATION AND ELEVATION ZN THE FtELO. CONTRACTOR SHALL CALL
EACH UTIL tTY PRIOR TO ANY !✓ORlf.
B. ALL /MANHOLE AND CLEANOUT FRA/'1ES AND COVERS SHALL BE CONSTRUCTED
6" BELOW FINISH GRADE BY SEWER CONTRACTOR AND SHALL BE RAISED TO
GRADE BY PARING CONTRACTOR AFTER CO/%PLETtON OF PARING.
9. ALL lli4L VE CANS AND COVERS SHALL BE CONSTRUCTED 6" BEL O!✓
FINISH GRADE BY l✓.4TER CONTRACTOR AND SHALL BE RAISED TO GRADE BY
PAVING CONTRACTOR AFTER CO/YPLETtON OF PAVING. '
IO. REFER TO CITY OF FONTANfI, UNDERGROUND UTILITY LOCATION STANDARD
DETAIL 129.
I I. THE CONTRA CTORlSJ SHALL COORDINATE CONSTRUCTION /✓ITH ALL
UTILITIES AND OTHER t1`1PR0liEMENTS INCL UDING, BUT NOT LIMITED TO,
GAS, TELEPHONE, ELECTRtC.4L . L tGHTING', TELEVISION CABLE,
LANDSCAPING, LANDSCAPING tRRI0ATION. DO%IESTIC WATER, RECLAIMED
WATER, SEWER, STORM DRAINAGE. FLOOD CONTROL SYSTEMS, ETC.
12. AS DULL T PLANS SHALL BE PROVIDED BY THE CONTRACTOR TO THE
CITY OF FONT -4M.
/3. TYPE. L0,CWTION ANO !✓IDTH OF 0RI11E1v1,4Y APPROACH APRONS !✓ILL BE
DETERMINED AT THE Tli`lE OF CONSTRUCTION AND SHf1LL CONFORM WITH
THE CITY OF FONTAN.4 STANDARD DETAIL S.
14. CONTRACTOR IS INSTRUCTED TO REFER TO THESE PLANS AND THE
SPECtFIC.4TlONS, AND WHERE THERE IS OR MAY BEA CDNFL !CT SHAL L
IMMEDtATEL Y REPORT SAID CONFL ICT OR POSSJBL E CONFL JCT TO 711,6-
OWNER'S
HEOWNER'S REPRESENTATIVE.
15. STERILANT REOVIRED UNDER ALL A. C. PAVE/`1ENT.
I6. NO CDNCRETE SHALL BE PLACED UNTIL THE FOR/'19 AND REtNF0f70IN0
STEEL HAS BEEN PLACED, INSPECTED AND APPROVED.
I7. THE !✓.4L L S AND FACES OF ALL EXCA v.4TtONS GREATER THAN FIVAE 15I
FEET IN DEPTH SHALL BE EFFECTIVEL Y GUARDED BY A SHORING SYSTE/%
SLOPING OF THE GROUND OR OTHER E00.IIi.4LEN7- /LEANS. TRENCHES LESS
THAN FIVE 1*5I FEET IN DEPTH SHALL 4Z-50 BE GUARDED WHEN
EXAMINATION INDICATES HAZARDOUS GROUND MOVEMENT MAY BE EXPECTED.
M. THE CONTRACTORlS! SHALL OBTAIN A PERMIT TO PERFORM EXC.4!/i4TION OR
TRENCH /✓OR/f AS DESCRIBED IN NOTE 6 ABOVE FROM CAL IFORNIA STATE
DIVISION OF INDUSTRIAL SAFETY. SEE STANDARD SPECIFIC.9TIDNS FOR
PUBL IC /✓OR/fS CONSTRUCTION SECTION 306- I. I.6.
I9. NO TRENCH BAC/fFtLL SHALL Til/fE PLACE WITHOUT PRIOR APPROVAL OF
THE CITY'S INSPECTOR.
CDNSTRUC7-ION NOTES
/�- CONSTRUCT 6" CURB AND 607TER PER CITY OF FONTAN.4 STANDARD ORA!✓ING No. IOI
ZO CONSTRUCT 4' WIDE DETACHED SIDE/✓ilL!( PER THESE PLANS' GTS' STD. DWG. ND. 105-A
- REMOliE EXISTING CURB, GUTTER AND SIDE/✓.4L if
CONSTRUCT 914RRJ0X0E PER CITY OF FONTAN,4 STANDARD DRAWING No. IIB
5 VARIABLE THICMESS A. C. OVERLAY, FEATHER TO PROv10E A SMOOTH TRANSITION
-CDNSTRUCT A. C. DI/fE
�CQN5ZRl1CT__._REDWOOD HEADER
a� CONSTRUCT 2" ASPHALT CONCRETE (A. C.) OVER COMPACTED
NAT/VE SOIL
ESTI&A TE OF OUANTI TIES
IFOR BOND PURPOSES ONL Y>
ROAD EXCAVATION
396 C. Y.
A. C. PA VINO
5575 S. F.
BASE
5575 S. F.
FOG SEAL
L EGEND A. C. OVERLAY
5665 S. F.
360 S. F.
6 CURB AND GUTTER
,7J0 L . F.
= A. C. PA VINO 51,00IAL/r
I JPI S. F.
BARRICADE
2 EACH
A.C. OVERLAY BARRICADE RE/YOVAL
I EACH
CURB. GUTTER d SIDEWAL Ir RE/YOVAL
PO Z. F.
A. C. BER/Y
J1 Z. F.
CITY OF
FONTANA CALIFORNIA
,
REVISION
cK.BY
PUBLIC WORKS DEPARTMENT
o'' -7W1, ay :
TB
TRACT NUMBER 13 0 3 7
STREET IMPROVEMENT PLANS
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ALMERIA AVENUE
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APPROVED
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CITY ENGINEER R C E 16932
Ow9 NO,
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