HomeMy WebLinkAbout1348-1t
'fl .4 VeNVE Li
D
PROJECT SITE
VICINITY. MAP
NO SCALE
TYPICAL REVISED RAMPED
CURB RETURN
NOT *rO SCALE
PRIVATE 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 THF PROPOSED CONSTRUCTION AREA IMMEDIATELY PRIOR
TO CONSTRUCTION.
3. THE CONTRACTOR IS REQUIRED TO TAKE DUE PRECAUTIONARY MEASURES
TO PROTECT THE UTILTIES OR STRUCTURES FOUND AT THE SITE. IT
SHALL BE THE CONTRACTOR'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 HORIZONTAL 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.
R/w 5O,
7 71
A. C. PA✓E'iYJENT
O 2 2 02 .07
�JA
.'�-- -�. v�-•r- oT• - .d -- .. pow••••
'�' S/OFI�YsfLK
/2"CO/Yl�'f1CT�O � �`/nlf'ROY�'/YlE/YTS
/YA2'/YE -50//-
TYPICAL
O/L
TYPICAL STREET SECTION
NO SCALE
STREET IMPROVEMENT PLANS
SCALE 1'l= 1001
TRACT ...NO,. 12357
10 9 8 I 7 6 5
CHAPARRAL
33
om:,
34
q
31
UNIT
J
CONSTRUCT CURB AND GUTTER (C"C.F) -PER CITY OF
FONTANA STANDARD DET141L /0/.
3450
L. F.-
t
35
6-7, BOO
30
29
36
D SPANDREL
OONSTRUCT STANDARD CROSS GUTTER AND
P CITY F' FONTANA s TANDA RD DETAIL 104
O
37
3
2s
57
�
ADJUST VALVE COVERS TO NEW GRADE.
EA..
I
38
�
27 26 25
19
20
21
22
39 SHADOW
401 r,----�
G I 3 I 2
AVENUE
17
j
O
2423 �
W.
OR/VE Q
I N D E X MAP
rrIAIgTRI IrTlnKi NnTF-q Alun Ot IANTITY ESTIMATES
N0.
ITEM
QUANTITY
UNIT
d
CONSTRUCT CURB AND GUTTER (C"C.F) -PER CITY OF
FONTANA STANDARD DET141L /0/.
3450
L. F.-
t
58
6-7, BOO
S. F
3
D SPANDREL
OONSTRUCT STANDARD CROSS GUTTER AND
P CITY F' FONTANA s TANDA RD DETAIL 104
Ly
®
CONSTRUCT 4" THICI,( CONCRETE SIDEWALK, WIDTH AND
LOCATION PER PAN.
J
57
�
ADJUST VALVE COVERS TO NEW GRADE.
EA..
56
Q
55
I
54
I
I
53
8
Z I
52
Zt
9
ADJUST CLEAN OUT COVER.
1
m
51
50
�
I/
49 I
48 I I
rrIAIgTRI IrTlnKi NnTF-q Alun Ot IANTITY ESTIMATES
N0.
ITEM
QUANTITY
UNIT
d
CONSTRUCT CURB AND GUTTER (C"C.F) -PER CITY OF
FONTANA STANDARD DET141L /0/.
3450
L. F.-
a
CONSTRUCT 2j2" A.C. OVER 12" COMPACTED NATIVE SOIL.
6-7, BOO
S. F
3
D SPANDREL
OONSTRUCT STANDARD CROSS GUTTER AND
P CITY F' FONTANA s TANDA RD DETAIL 104
goo
®
CONSTRUCT 4" THICI,( CONCRETE SIDEWALK, WIDTH AND
LOCATION PER PAN.
/3 gvd
S _
5
ADJUST VALVE COVERS TO NEW GRADE.
EA..
G
ADJUST MANHOLE COVERS 70 GRADE PER CITY OF
FON 8 TA AIDII RD DE771 l L 10 9
6
EA.
�7
CONSTRUCT RAMPED CURB RETURN PER CI TY OF FONTANA
STANDAR DETAIL 104A REVISED AS P .R T s SET
�
8
REMOVE BARRICADE.
25A.
9
ADJUST CLEAN OUT COVER.
1
EA,
GENERAL CONSTRUCTION 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
36 STATIONING REFERS TO THE CENTERLINES OF STREET EXCEPT WHERE
OTHERWISE NOTED.
4. CURB DATA REFERS TO THE FACT OF THE CURB.
5. ALL EXPOSED CONCRETE 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 TESTS TAKEN AFTER
COMPLETION OF ROUGH GRADING.
7. ALL UNDERGROUND WORK SHALL BE COMPLETED PRIOR TO PAVING OF
STREETS.
8. EXISTING UNDERGROUND UTILITIES ARE AS PER..AVAILABLE RECORDS-� THE
CONTRACTOR SHALL BE RESPONSIBLE FOR VERIFYING THE ACTUAL LOCATION
AND ELEVATION IN THE FIELD. CONTRACTOR SHALL CALL EACH UTILITY
PRIOR TO ANY WORK.
9. 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.
10. ALL VALVE CANS AND COVERS SHALL BE CONSTRUCTED 6" BELOW FINISHI D
GRADE BY WATER CONTRACTOR AND SHALL BE RAISED TO GRADE BY PAVING
CONTRACTOR AFTER COMPLETION OF PAVING.
11. REFER TO CITY OF FONTANA,. UNDERGROUND UTILITY LOCATION STANDARD
DETAIL 129.
12. THE CONTRACTORS, 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.
13. AS BUILT DRAWINGS SHALL BE PROVIDED BY THE CONTRACTOR TO THE CITY
OF FONTANA.
14. 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.
15. CONTACTOR IS INSTRUCTED TO REFER TO THESE PLANS AND THE
SPECIFICATIONS, AND WHERE THERE IS OR MAY BE A CONFLICT SHALL
IMMEDIATELY REPORT SAID CONFLICT OR POSSIBLE CONFLICT TO THE
ONWER'S REPRESENTATIVE.
16. STERILANT REQUIRED UNDER ALL A.C. PAVEMENT.