HomeMy WebLinkAbout1322-131517
Q Q L/. S. HWY. /0
� 0
.SLOVER AVENII,6
5 ✓UPI/#A 4PeNIXe
CD ziw K
• oA PROJECT SITE
VICINITY MAP
NO SCALE
TYPICAL STREET SECTION
NO SCALE
CONSTRUCTION NOTES AND QUANTITY ESTIMATES
N0.
ITEM
QUANTITY
! UNIT
(D
C0//S72-euC7- 2 % "A.0 0%ER /2" C01W1,c ?CTE/J 1YA9-1V2550/4
X106, 2OO
s�F.
O
2� "
I
C�rY OF F"c�iYrflNA STANDA/�,O META/L /o/J.
Q
C0&,57-1e41Cr. CONCRETE C412/3 14NO Curr E2 r8 "C F /9E2
_ /l'7
L. F
C17`>-- OE F01Y7A1YA 57A/`/014X o 0,E7,4/L /0/)
b' B'
Wool 4.-4' per'
®
co/YS?'2uc?" CO/YC2 '7'E CZ/2,3 AND G4/777 -E/2 r&"CF
60
Q.F.
rIFAA/5/r-IoIY 7'0 8 "CF P�2 C17Y6oFF72r�ir�N,4 5'i/.0 4677/0
�``'P FST
% �°
.07
� �/•
.07
�/,Q''PE�P �Gt�'
P�/zc/r Y of ��n�r���t Sr41Y0Al2,o
-- ----
CN5 7-�CUCT -�z" 7'rV/C� CC2NC2ErE si��'NA�.� JlV/Orel
25,
5F
,QND LOC 7_101Y �E/2 �LA'N.
Q
A,oIusT VA/ VE COYE1e.S To AEW SleAA,DE
Z
/Z"COMPACTE'D
�`/MPRoV�ME/V7'�
0
A071414' $0/44
I
4A.
TYPICAL STREET SECTION
NO SCALE
CONSTRUCTION NOTES AND QUANTITY ESTIMATES
N0.
ITEM
QUANTITY
! UNIT
(D
C0//S72-euC7- 2 % "A.0 0%ER /2" C01W1,c ?CTE/J 1YA9-1V2550/4
X106, 2OO
s�F.
O
CON.S?"2uC7- CONC/2ETE` C612,O ANDGU776r e (�"c.F` ���
'a,670
C�rY OF F"c�iYrflNA STANDA/�,O META/L /o/J.
Q
C0&,57-1e41Cr. CONCRETE C412/3 14NO Curr E2 r8 "C F /9E2
_ /l'7
L. F
C17`>-- OE F01Y7A1YA 57A/`/014X o 0,E7,4/L /0/)
®
co/YS?'2uc?" CO/YC2 '7'E CZ/2,3 AND G4/777 -E/2 r&"CF
60
Q.F.
rIFAA/5/r-IoIY 7'0 8 "CF P�2 C17Y6oFF72r�ir�N,4 5'i/.0 4677/0
O
CO/Y.S7;-P!/CT STAN ,4,e0 CRO59/J1QE
/,DSD
5-1c�
P�/zc/r Y of ��n�r���t Sr41Y0Al2,o
CN5 7-�CUCT -�z" 7'rV/C� CC2NC2ErE si��'NA�.� JlV/Orel
25,
5F
,QND LOC 7_101Y �E/2 �LA'N.
Q
A,oIusT VA/ VE COYE1e.S To AEW SleAA,DE
®
AD�usr AlAN,-/OZ.,E Co )1,!E710S To
0
COIYSriEUC r IFAA71`�D C/Ty Ov`
7
4A.
F0/Y?'AIYW •SrA1W14.e,0 ,0ET,4/Z- /04 A
�o
,P,Errrov� Ex/57_11Y(F CURS 6Fu7_7_E�
1,67
10EiY/6,YE4,1/C
2,580
5./
�3
$A W, Cur ,41Y0
STREET IMPROVEMENT PLANS
SCALE". tod
TRACT N0. 1320$
FONTANA, CALIFORNIA
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.
1
3. STATIONING REFERS TO THE CENTERLINES OF STREET EXCEPT WHERE
OTHERWISE NOTED.
4 CURB DATA REFERS TO THE FACE OF THE CURB.
5. .AL'L-,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 TEST TAKEN AFTER
COMPLETION OF ROUGH GRADING.
7. ALL UNDERGROUND WORK SHALL .13E 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 JN THE FIELD.
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.
109 ALL VALVE CANS AND COVERS SHALL BE- CONSTRUCTED 6" BELOW FINISHED
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 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. 48 -HOURS PRIOR TO
EXCAVATION NEAR THEIR FACILITIES, NOTIFY:
13, AS BUILT DRAWINGS SHALL. BE PROVIDED BY THE CONTRACTOR TO THE CITY
OF FONTANA.
14. :TYPE, LOCATION AND 'WIDTH OF DRIVEWAY APPROACH PLANS AND THE
-SPECIFICATIONS, AND WHERE THERE IS OR MAY BE A CONFLICE SHALL
:IMMEDIATELY REPORT SAID CONFLIC_E OR POSSI-BLE CONFLICT TO THE
OWNER'S REPRESENTATIVE.
15. CONTRACTOR 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
OWNER'S REPRESENTATIVE.
16. STERILANT REQUIRED -UNDER ALL.A.C. PAVEMENT.
17. ALL EXPOSED CONCRETE SURFACES SHALL CONFORM IN GRADE, COLOR AND
FINISH TO ALL ADJOINING CURBS AND SIDEWALKS.
18. NO CONCRETE SHALL BE PLACED UNTIL THE FORMS AND REINFORCING STEEL
HAS BEEN PLACED, INSPECTED AND APPROVED.
19. THE WALLS AND FACETS OF ALL EXCAVATIONS GREATER THAN FIVE (5) FEET
IN DEPTH SHALL BE EFFECTIVELY GUARDED BY A SHORING 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 MAY BE EXPECTED.
20. THE CONTRACTORS) -SHALL OBTAIN A PERMIT TO PERFORM: EXCAVATION OR
TRENCH WORK AS DESCRIBED IN NOTE 6 ABOVE FROM CALIFORNIA STATE
DIVISION OF INDUSTRIAL SAFETY. SEE STANDARD SPECIFICATIONS FOR
PUBLIC.WORKS CONSTRUCTION SECTION 306-1.1.6.
21. NO TRENCH BACKFILL SHALL TAKE PLACE WITHOUT PRIOR APPROVAL OF THE
CITY'S INSPECTOR.