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j I GENERAL NOTES
1., THE CONSTRUCTION OF ALL PUBLIC IMPROVEMENTS SHALL CONFORM TO THESE 12 TYPE, LOCATION AND WIDTH OF DRIVEWAY APPROACH APRONS WILL BE
/Yv i PLANS AND TO THE REQUIREMENTS OF THE CITY STANDARD SPECIFICATIONS, DETERMINED AT THE TIME OF CONSTRUCTION AND SHALL CONFORM WITH THE
60 PUBLIC WORKS DEPARTMENT, CITY OF FONTANA. REFER TO DEFINITIONS_ CITY OF FONTANA STANDARD DETAILS. '
AND TERMS IN CITY STANDARD SPECIFICATIONS.
13. CONTRACTOR IS INSTRUCTED TO REFER TO THESE PLANS AND THE i
O,� 2. CONSTRUCTION PERMITS SHALL BE OBTAINED FROM FONTANA PUBLIC, WORKS SPECIFICATIONS, AND WHERE THERE IS OR MAY BE A CONFLICT SHALL
DEPARTMENT PRIOR TO START OF ANY WORK WITHIN THE CITY LIMITS. IMMEDIATELY REPORT SAID CONFLICT OR POSSIBLE CONFLICT TO THE
d. Y OWNER'S REPRESENTATIVE.
Leve/ L /�2 e 3. STATIONING REFERS TO THE CENTERLINES OF STREET'EXCEPT WHERE
Imo- OTHERWISE NOTED. 14. STERILANT REQUIRED UNDER ALL A. q. PAVEMENT. i
y /.OJr I 15. NO CONCRETE SHALL BE PLACED UNTIL THE FORMS AND REINFORCING STEEL
4
j v _ -� . ALL EXPOSED CONCRETE SHALL CONFORM IN GRADE, COLOR AND FINISH TO
/a HAS BEEN PLACED, INSPECTED AND APPROVED.
`'•:' ALL HAS CURBS AND SIDEWALKS.
/1-7:/ 5. PAVEMENT SECTIONS SHOWN ARE MINIMUM AND SUBJECT TO REVISION AND 16. THE WALLS AND FACES OF ALL EXCAVATIONS GREATER THAN FIVE (5) FEET j
�p/../ems /0U'�/e/rJe/'i APPROVAL OF THE CITY AS REQUIRED BY SOILS TEST TAKEN AFTER
IN DEPTH SHALL BE EFFECTIVELY GUARDED BY A SHORING SYSTEM, SLOPING
L:'• COMPLETION OF ROUGH GRADING. OF THE GROUND OR OTHER EQUIVALENT MEANS' TRENCHES LESS THAN FIVE
�(5) FEET IN DEPTH SHALL ALSO BE GUARDED WHEN EXAMINATION INDICATES
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6. ALL UNDERGROUND UTILITIES ARE AS PER AVAILABLE RECORDS. THE HAZARDOUS GROUND MOVEMENT MAY BE EXPECTED.
/ CONTRACTOR SHALL BE RESPONSIBLE FOR VERIFYING THE ACTUAL 17.. THE CONTRACTOR(S) SHALL OBTAIN A PERMIT TO PERFORM EXCAVATION OR
i
SIERRA
VE.
LOCATION AND ELEVATION IN THE FIELD. CONTRACTOR SHALL CALL EACH
UTILITY PRIOR TO ANY in10R���: TRENCH WORK AS DESCRIBED IN NOTE 6 ABOVE FROM CALIFORNIA STATE
DIVISION OF INDUSTRIAL SAFETY. SEE STANDARD SPECIFICATIONS FOR
7. ALL MANHOLE AND CLEANOUT FRAMES AND.COVERS SHALL BE CONSTRUCTED PUBLIC WORKS CONSTRUCTION SECTION 306-1.1.6. i
rypICAL S6" BELOW FINISH GRADE BY SEWER CONTRACTOR AND SHALL BE RAISED. TO 18. NO TRENCH BACKFILL SHALL TAKE PLACE WITHOUT PRIOR APPROVAL OF THE
GRADE BY PAVING CONTRACTOR AFTER COMPLETION OF PAVING II
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1///` /w / i'T%/ A A r13
BENCH MARK (S.B.C.O.) NO. 6-9
BRASS DISK IN GRANITE BOULDER 50 FT. SOUTH OF DIRT ROAD, 75 FT. S.W. OF
FIRE HYDRANT ON WEST SIDE OF SIERRA AVENUE.
ELEVATION = 1,895.9870
No 50n/e 'I
CITY'S INSPECTION. »--�
/A,/o 5Ga /essiN
8. ALL VALVE CAfIS AND COVERS SHALL BE CONSTRUCTED 6" BELOW FINISH �
19 . AS BUILT PLANS SHALL BE PROVIDED TO THE CITY BY THE CONTRACTOR. .�°-�
GRADE BY WATER CONTRACTOR AND SHALL BE RAISED TO GRADE BY PAVING �. G�iF?L�A. 6
CONTRACTOR AFTER COMPLETION OF PAVING.
PRIVATE ENGINEER'S NOTE TO CONTRACTORS: 9.' REFER TO CITY OF 'FONTANA, UNDERGROUND UTILITY LOCATION STANDARD ! w�
DETAIL 129. _
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 ti
THESE PLANS. THE CONTRACTOR IS REQUIRED TO TAKE DUE PRECAUTIONARY MEASURES TO PROTECT THE UTILITY LINES SHOWN ON THESE 10. THE CONTRACTOR (S) SHALL COORDINATE CONSTRUCTION WITH ALL UTILITIES
DRAWINGS. THE CONTRACTOR FURTHER ASSUMES ALL LIABILITY AND RESPONSIBILITY FOR THE UTILITY PIPES. CONDUITS. OR AND OTHER IMPROVEMENTS INCLUDING, BUT NOT LIMITED TO, GAS,
STRUCTURES SHOWN OR NOT SHOWN ON THESE DRAWINGS. TELEPHONE, ELECTRICAL, LIGHTING, TELEVISION CABLE, LANDSCAPING,
IRRIGATION, DOMESTIC WATER, RECLAIMED WATER, SEWER, STORM
CONTRACTOR AGREES THAT HE SHALL ASSUME SOLE AND COMPLETE RESPONSIBILITY FOR JOB SITE CONDITIONS DURING THE COURSE OF DRAINAGE, FLOOD CONTROL SYSTEMS, ETC.
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 11. AS BUILT DRAWINGS SHALL BE PROVIDED BY THE CONTRACTOR TO THE CITY
OWNERS. AND THE ENGINEER HARMLESS FROM ANY AND ALL LIABILITY. REAL OR ALLEGED. IN CONNECTION WITH THE PERFORMANCE OF WORK OF FONTANA.
ON THIS PROJECT, EXCEPTING FOR LIABILITY ARISING FROM THE SOLE NEGLIGENCE OF THE OWNER OR THE ENGINEER.
! IVEI2 SIDE BLUEPRINT RIVE'fiSIW, CALIF.
N0. J1500
ExP• 6/3%92,
civiv
OF C
PLANS PREPARED BY=
CITY OF
FONTANA, CALIFORNIA
G. M. GROUP INC.
PUBLIC
WORKS DEPARTMENT
43983 15th ST. WEST - 209
DRAWN BYSCALE
-7:1111.
STREET
IMPROVEMENT PLAN
a.5 s'howr�.
LANCASTER, CA. 93534 t
805) 949-3738
SIERRA AVE.
DESIGNED BY
DATE
=-
r
PM, NO. 10280!�!�I
JULIO A. G ARC IA- M EZA
_ R.C.E. 36465
CHECKED BY
1C�Y P
APPROVED
CIVIL
CI ENGINEER R.C.E. 9ro4
DRW ' #
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