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GENERAL 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. REFER TO DEFINITIONS AND TERMS IN CITY STANDARD SPECIFICATIONS.
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. CURB DATA REFERS TO THE FACE OF THE CURB.
5. ALL EXPOSED CONCRETE SURFACES SHALL CONFORM IN GRADE, COLOR AND FINISH TO ALL
ADJOINING CURBS AND SIDEWALKS.
6. PAVEMENT SECTIONS SHOWN ARE MINIMUM AND SUBJECT TO REVISION AND APPROVAL OF THE
CITY AS REQUIRED BY SOILS TEST TAKEN AFTER COMPLETION OF ROUGH GRADING.
7. ALL UNDERGROUND WORK SHALL BE COMPLETED PRIOR TO PAVING OF STREETS.
EXISTING UNDERGROUND UTILITIES ARE AS PER AVAILABLE RECORDS. THE CONTRACTOR
SHALL BE RESPONSIBLE FOR VERIFYING THE ACTUAL LOCATION AND ELEVATION IN THE
FIELD.
9. THE WALLS AND FACES OF ALL EXCAVATIONS GREATER THAN FIVE (5) FEET IN DEPTH SHALL
BE EFFECTIVELY GUARDED BY A SHORIN G 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 MAYBE EXPECTED.
10. THE CONTRACTOR(S) SHALL OBTAIN A PERMIT TO PERFORM EXCAVATION OR TRENCH WORK
AS DESCRIBED IN NOTE 9 ABOVE FROM CALIFORNIA STATE DIVISION OF INDUSTRIAL
SAFETY. SEE STANDARD SPECIFICATIONS FOR PUBLIC WORKS CONSTRUCTION SECTION
306-1.1.6.
11. 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.
12. REFER TO CITY OF FONTANA, UNDERGROUND UTILITY LOCATION STANDARD DETAIL 129.
13. 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.
14. WATER VALVE COVERS SHALL BE RAISED TO GRADE BY THE PAVING CONTRACTOR.
15. AS -BUILT PLANS SHALL BE PROVIDED BY THE CONTRACTOR TO THE CITY OF FONTANA.
16. TYPE, LOCATION AND WIDTH OF DRIVEWAY APPROACH APRONS WILL BE DETERMINED AT THE
TIME OF CONSTRUCTION AND SHALL CONFORM WITH THE CITY OF FONTANA STANDARD
DETAILS.
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STREET IMPROVEMENT PLANS
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RIVATE ENGINEER'S NOTICE TO CONTRACTOR
1. ALL UNDERGROUND UTILITIES OR STRUCTURES REPORTED BY THE OWNER OR OTHERS,
AND THOSE SHOWN 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 CONTRAC-
TOR'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 JOINING,
CROSSING OR PARALLELING PRIOR TO ANY CONSTRUCTION TO VERIFY BOTH HORI-
ZONTAL 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.
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TYPICAL, -STREET SECTIONS-
TYPICAL. REVISED RAMPED CURB RETURN
ni--r. s.
N
SCALE: 1"= 200
INDEX MAP,
LEGEND.
O SHEET 1 NMBERE
�( STREET LIGHT
L STREET NAME SIGN
0
R�D.IEGT sfTE
VICINITY MAP
QUANTITY ESTIMATE-
NO.
STREET ITEMS
QUANTITY
UNIT
O1.
CONSTRUCT 21" AC OVER 12" COMPACTED NATIVE SOIL.
05, CO2>6
SF
O2.
CONSTRUCT CONCRETE CURB AND GUTTER (8" CF) PER CITY OF
FONTANA STANDARD DETAIL 101.
O3.
CONSTRUCT CONCRETE CURB AND GUTTER (6" CF) PER CITY OF
FONTANA STANDARD DETAIL 101.
4.
CONSTRUCT CONCRETE CURB FACE TRANSITION (FROM 8" CF TO
6" CF).
O5.
CONSTRUCT STANDARD CROSS GUTTER PER CITY OF FONTANA
STANDARD DETAIL 104.
6.6.
CONSTRUCT 4" THICK CONCRETE SIDEWALK WIDTH AND LOCATION
PER PLAN.
X71
7
CONSTRUCT RAMPED CURB RETURN PER CITY OF FONTANA
STANDARD DETAIL 104A (REVISED PER DETAIL).
2
SEA
081
CONSTRUCT SIDEWALK RETURNS PER PLANS.
4011
S.F
9
CONSTRUCT CONCRETE LOCAL DEPRESSION PER DETAIL ON SHEET.
DINSTALL
STREET NAME SIGN (FURNISHED AND INSTALLED BY
THE CITY).
2
EA•
E)1
INSTALL STREET LIGHTS (FURNISHED AND INSTALLED BY
S.C.E. COMPANY).
�
E�}
12
PLANT STREET TREES.
3
L
CONSTRUCT BARRICADE PER CITY OF FONTANA STANDARD DETAIL
118.
14
INSTALL TREATED REDWOOD HEADER PER DETAIL ON SHEET.
15
CONSTRUCT CONCRETE DRIVEWAY APPROACH PER CITY OF
FONTANA STANDARD DETAIL 102 (W = 16').
Rl
REMOVE BARRICADE.
SAWCUT
11415
S.F.
NO
STORM DRAIN ITEMS
QUANTITY
UNIT
1
CONSTRUCT DROP INLET PER DETAILS ON SHEET.
2
CONSTRUCT STORM DRAIN CLEANOUT PER DETAILS ON SHEET.
3
REMOVE AND DISPOSE OF EXISTING CONCRETE PIPE CLOSURE.
ADJUST STORM DRAIN MANHOLE COVER TO GRADE.
351
CONSTRUCT 30" R.C.P. (.CLASS III).
6
1 CONSTRUCT 24" R.C.P. (CLASS III).
D71
CONSTRUCT 18" R.C.P. (CLASS III).
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