HomeMy WebLinkAbout5028-2GENERAL NOTES:
1. ALL WORK SHALL BE IN ACCORDANCE WITH THESE PLANS, TIE CITY OF FONTANA
STANDARD PLANS, THE CONTRACT PROVISIONS AND THE STA IDARD SPECIFICATIONS
FOR PUBLIC WORKS CONSTRUCTION ("GREEN BOOK"). ALL REFERENCE SPECIFICATIONS
AND STANDARDS SHALL BE THE LATEST EDITION UNLESS OTIERWISE NOTED.
2. WHEN A TECHNICAL CONFLICT IS FOUND TO EXIST IN THE CGNTRACT DOCUMENTS
THAT CAN NOT BE RESOLVED BY REFERENCE TO PRECEDENCE PROVISIONS IN THE
"GREEN BOOK% THE CONTRACTOR SHALL IMMEDIATELY REPOIT SAID CONFLICT TO THE
CITY ENGINEER FOR RESOLUTION.
3. ALL MATERIALS AND METHODS ARE SUBJECT TO THE APPRO'IAL OF THE CITY ENGINEER.
4. CONSTRUCTION PERMITS SHALL BE OBTAINED FROM THE CITU OF FONTANA ENGINEERING
DEPARTMENT ENGINEERING DIVISION PRIOR TO START OF ANI WORK. INSPECTION
COORDINATION SHALL BE REQUESTED AT LEAST TWO WORKIN' DAYS PRIOR TO THE START
OF ANY WORK - IN THE PUBLIC RIGHT-OF-WAY WITHIN THE CITY LIMITS. CALL (909) 350-7610.
5. THE CONTRACTOR SHALL CONFORM TO ALL TRAFFIC CONTROL POLICIES, METHODS AND
PROCEDURES DESCRIBED IN THE STATE OF CALIFORNIA MIANLAL OF TRAFFIC CONTROLS,
LATEST NON -METRIC ED111ON UNLESS OTHERWISE DIRECTED EY THE CITY ENGINEER.
6. IT SHALL BE THE RESPONSIBILITY OF THE CONTRACTOR TO MAINTAIN BARRICADES,
DELINEATORS OR OTHER TRAFFIC CONTROL DEVICES AT ALL IMES.
7. THE CONTRACTOR SHALL OBTAIN A PERMIT TO PERFORM EXCAVATION OF TRENCH WORK
FOR TRENCHES 5 FEET OR GREATER IN DEPTH FROM THE CAJFORNIA STATE DIVISION OF,
INDUSTRIAL SAFETY.
8. THE WALLS AND FACES OF ALL EXCAVATIONS GREATER THAM FIVE (5) FEET IN
DEPTH SHALL BE EFFECTIVELY GUARDED BY A SHORING SYSEM, SLOPING OF THE
GROUND OR OTHER EQUIVALENT MEANS PURSUANT TO THE FEQUIREMENTS OF THE
DIVISION OF INDUSTRIAL SAFETY OF THE STATE OF CAUFORNA. TRENCHES LESS
THAN FIVE (5) FEET SHALL ALSO BE GUARDED WHEN THE POTENTIAL EXISTS FOR
GROUND MOVEMENT.
9. NO MATERIAL OR EQUIPMENT SHALL BE STORED IN THE PUBIC RIGHT OF WAY
WITHOUT OBTAINING A SEPARATE PERMIT FOR THAT PURPOSE.
10. LOCATIONS OF PUBLIC UTILITIES SHOWN HAVE BEEN DETERMIIED FROM AVAILABLE
INFORMATION. HOWEVER, IT SHALL BE THE RESPONSIBILITY (F THE CONTRACTOR
TO DETERMINE, IN THE FIELD, THE TRUE LOCATION AND ELE/ATION IN THE FIELD
OF ANY EXISTING UTILITIES, AND TO EXERCISE PROPER PRECAUTIONS TO AVOID
INJURY OR DAMAGE THERETO. CONTRACTOR SHALL CONTACT UNDERGROUND SERVICE
ALERT AT 1-800-227-2600 TWO WORKING DAYS BEFORE E):AVA110N.
11. THE CONTRACTOR SHALL COORDINATE CONSTRUCTION WITH Al UTILITY COMPANIES
INCLUDING,- BUT NOT LIMITED TO: GAS, TELEPHONE, ELECTRICIL, LIGHTING, CABLE TELEVISION,
LANDSCAPING, LANDSCAPE IRRIGATION, DOMESTIC WATER, REa AIMED WATER, SEWER,
STROM DRAIN, FLOOD CONTROL AND CALTRANS. ALL UTILITY COMPANIES SHALL BE GIVEN
TWO WORKING DAY N0110E PRIM TO WORK AROUND THE3R FXCILITIES.
12. THE CONTRACTOR SHALL NOT OPERATE ANY FIRE HYDRANT OR WATER MAIN VALVES
WITHOUT APPROPRIATE AGENCY AUTHORIZATION. CONTRACTOF SHALL COORDINATE WITH
THE APPROPRIATE WATER COMPANY FOR VALVE OPERATION AND WATER REQUIREMENTS.
13. CURVE DATA REFERS TO THE FACE OF CURB.
14. STATIONING REFERS TO THE CENTERLINE OF STREETS EXCEPT WHERE OTHERWISE
NOTED.
15. ADEQUATE CONTROL STAKES SHALL BE SET BY THE ENGINEEt TO ENABLE THE
CONTRACTOR TO CONSTRUCT THE WORK TO THE PLAN GRADES. THE CONTRACTOR
SHALL BE RESPONSIBLE FOR THE PRESERVATION -OF BENCHMARKS AND CONTRUCTION
CONTROL STAKING DURING CONSTRUCTION.
16. THE CONTRACTOR SHALL NOT DISTURB EXISTING SURVEY MOKJMENTS, MONUMENT TIES
OR BENCH MARKS WITHOUT PRIOR NOTIFICATION TO THE CITY ENGINEER.
17. REMOVAL AND REPLACEMENT OF EXISTING SURVEY CONTROL, INCLUDING SURVEY
MONUMENTS, MONUMENT TIES AND BENCH MARKS, SHALL BE DONE BY A REGISTERED
CIVIL ENGINEER OR LICENSED LAND SURVEYOR. SURVEY MONUMENTS THAT WILL BE
DESTROYED AS A RESULT OF THIS CONTRUCTION SHALL BE ULACED. THE CONTRACTOR
SHALL NOTIFY THE ENGINEER ONE WEEK PRIOR TO CONSTRUCTION SO THAT TIES TO
MONUMENTS CAN BE ESTABLISHED FOR LATER REPLACEMENT OF THE MONUMENT.
18. THE CONTRACTOR -SHALL MAINTAIN ACCESS FOR LOCAL RESIEENTS- AND BUSINESSES
AT ALL TIMES. A MINIMUM 12 FOOT LANE SHALL BE MAINTAIPED AT ALL TIMES
IN THE CONSTRUCTION AREA FOR RESIDENTS AND EMERGENCr VEHICLES.
19. THE CONTRACTOR SHALL PROVIDE AND MAINTAIN AN EFFECTIVE MEANS OF DUST
CONTROL, INCLUDING ADEQUATE WATERING, AT ALL TIMES.
20. ALL -GRADING OPERATIONS SHALL BE DISCONTINUED WHEN SUiTAINED WIND VELOCITIES
EXCEED 25 MILES PER HOUR. .
21. THE CONTRACTOR SHALL NOT NOT% CAUSE ANY EXCAVATED hATERIAL,- MUD, = SILT OR DEBRIS
TO BE DEPOSITED INTO PUBLIC OR PRIVATE PROPERTY ADJA04T TO THE RIGHT OF WAY
DURNING CONSTRUCTION WITHOUT PRIOR WRITTEN APPROVAL
22. NO TRENCH BACKFILL SHALL TAKE PLACE WITHOUT PRICK AP'ROVAL OF THE CITY
INSPECTOR.
23. A GEOTECHNICAL ENGINEER SHALL CERTIFY ALL BACKFILL COMPACTION. FAILURE TO
OBTAIN THE REQUIRED DENSITY SHALL REQUIRE RE -WORKING DF THAT PORTION OF
THE WORK UNTIL THE SPECIFIED DENSITY IS OBTAINED.
24. CARE SHOULD BE TAKEN TO PREVENT GRADES, DITCHES, AND SWALES FROM
UNDERMINING STREET IMPROVEMENTS. UPON INSPECTION OF- TIE SITE, THE CITY
ENGINEER MAY REQUIRE TEMPORARY NON-ERODEABLE SWAM ENTERING OR LEAVING
IMPROVEMENTS.
25. THE FINAL LOCATION AND WIDTH OF DRIVEWAY APPROACH AFRONS SHALL BE APPROVED
AT THE TIME OF CONSTRUCTION AND SHALL CONFORM TO THI CITY OF FONTANA
STANDARDS DETAILS. - -
26. ALL EXPOSED CONCRETE SURFACES - SHALL CONFORM IN GRAIZ, COLOR AND FINISH TO
MATCH EXISTING CONCRETE.
2T.THE THE SEWER CONTRACTOR SHALL STAMP - AN "S" IN THE FACE OF THE CURB AT THE
LOCATION OF. THE SEWER LATERAL
RE
Underground Service Alert
SECTION 4216/4217 OF THE GOVERNMENT n 014MUMCN ?CR ?LW q
CODE REQUIRES A DIG ALERT IDENTIFICATION
NUMBER BE ISSUED BEFORE A PERMIT TO
EXCAVATE WILL BE VAUD
FOR YOUR DIG ALERT I.D. NUMBER CALL
UNDERGROUND SERVICE ALERT
TOLL FREE 1-800-227-2600
TWO WORKING DAYS BEFORE YOU DIG may. REMSION DESCWMON ID
GENERAL NOTES (CONTA
28. NO CONCRETE SHALL BE PLACED UNTIL THE FORMS AND REINFORCING STEEL. HAVE
BEEN PLACED, INSPECTED AND APPROVED.
29. ALL UNDERGROUND U11UTES SHALL BE INSTALLED, TESTED AND APPROVED PRIOR
TO PAVING OF STREETS.
30. APPROVED SOIL STERILANT IS REQUIRED UNDER ALL NEW ASPHALT PAVEMENT PRIOR
TO PLACEMENT.
31. PAVEMENT STRUCTURAL SECTIONS SHOWN ARE MINIMUM AND SUBJECT TO REVISION AND
APPROVAL OF THE CITY ENGINEER AS DETERMINED BY SOILS TESTS TAKEN AFTER
COMPLETION OF ROUGH GRADING.
32. ACTUAL THICKNESS OF A.C. PAVEMENT AND/OR BASE COURSE MATERIAL FOR STRUCTURAL
STREET SECTIONS SHALL BE RECOMMENDED BY A GEOTECHNICAL REPORT AND SUBMITTED TO
THE CITY OF FONTANA FOR APPROVAL UPON COMPLETION OF ROUGH GRADING.
33. ALL MANHOLES, CLEANOUT FRAMES, COVERS AND VALVE BOXES SHALL BE RAISED
TO FINISHED GRADE BY THE PAVING CONTRACTOR UPON COMPLETION OF PAVING.
34. UPON COMPLETION OF CONSTRUCTION, CONTRACTOR SHALL RESTORE ALL SIGNING, STRIPING,
BARRICADES, AND OTHER TRAFFIC CONTROL DEVICES TO THE SATISFACTION OF THE CITY
TRAFFIC ENGINEER.
35. , CONTRACTOR SHALL RELOCATE AND/OR REPLACE LANDSCAPING, SPRINKLERS AND
SIDEWALKS AFFECTED BY THE CONSTRUCTION TO THE SATISFACTION OF THE CITY ENGINEER.
36. AS BUILT DRAWINGS SHALL BE PROVIDED BY THE CONTRACTOR TO THE ENGINEER
OF RECORD, WHO SHALL PROVIDE RECORD DRAWINGS TO THE CITY ENGINEER.
LEGEND
OF SYMBOLS AND ABBREVIATIONS:
EXISTING FIRE HYDRANT
®
EXISTING WATER VALVE
-(> PP
EXISTING POWER POLE
MB 0
EXISTING MAILBOX
WM 0
EXISTING WATER METER
EXISTING EDGE OF PAVEMENT
EXISTING TREE
O
EXISTING SHRUB
--
EXISTING STREET LIGHT
E)aSTING LIGHT POLE
MHO
EXISTING MANHOLE
®
EXISTING SURVEY CONTROL
R/W----
EXISTING RIGHT-OF-WAY
R/W----
PROPOSED RIGHT-OF-WAY
O
UTILITY INTERFERENCE FLAG (APPROXIMATE
LOCATION OF INTERFERENCE WITH
TYPE OF
UTILITY INDICATED BY: W -WATER;
G -GAS;
T -TELEPHONE; SD -STORM DRAIN;
S -SEWER;
E -ELECTRIC; TV -CABLE TELEVISION; IR-IRRIGA11ON
U -UNKNOWN UTILITY).
CL -
EXISTING CENTERLINE
EXISTING CURB AND GUTTER
EXISTING CURB OR AC BERM
PROPOSED CURB AND GUTTER
EXISTING PCC CONCRETE
•
EXISTING LANDSCAPE AREA
ASPHALT CONCRETE PAVEMENT
®
DECORATIVE ASPHALT
DECORATIVE CONCRETE
®
EXISTING BUILDING
ASPHALT CONCRETE REMOVAL
®
ASPHALT CONCRETE GRIND (2" MINIMUM THICKNESS)
PCC CONCRETE REMOVAL
®
PCC CONCRETE REMOVAL
Q
PROPOSED ASPHALT CONCRETE OVERLAY
AB
ABANDON
FS
FINISH SURFACE
AC
ASPHALT CONCRETE
GB
GRADE BREAK
AP
ANGLE POINT
INV
INVERT
BC
BEGINNING OF CURVE
LF
LINEAR FEET
BCR
BEGIN CURB RETURN
MH
MANHOLE
CL
CENTERLINE
PCC
PORTLAND CEMENT CONCRETE
CF
CURB FACE
PRC
POINT OF REVERSE CURVE
EC
END OF CURVE
S
SLOPE
ECR
END CURB RETURN
STA
STATION
EL
ELEVATION
TC
TOP OF CURB
FH
FIRE HYDRANT
WM
WATER METER
FL
FLOW UNE
STREET IMPROVEMENT CONSTRUCTION NOTES:
O2 CONSTRUCT 6.5" MIN. OF ASPHALT CONCRETE PAVEMENT OVER 1.0' OF 95X COMPACTED
NATIVE SOIL
O3 CONSTRUCT VARIABLE THICKNESS ASPHALT CONCRETE OVERLAY (MINIMUM 20).
ATE I ENGR. I CITY I DAA
~ No.GN"
Expa-30-14
0I v%%.
\� cAl�
TKE ENGINEERING, INC.
2305 CHICAGO AVENUE
RIVERSIDE, CA 92507
(951) 680-0440
NMMUERING FAX (951 680-0490
�1. o Zj (4)
M. R NER R.C.E. No. 69984
EXPIRES: 9-30-14
R/W
60'
60'
- R/W
9' 9' ,
r
EXIST. GS.I 12' 6' EXIT T. GS.
5
39 4 2. 5
S=1.00X-S=1.10X I Sa1.00X=S=3.00X
• �- .
�3 2
2
TYPICAL SECIION.- STA. 10+68± TO) STA. 11+
N.T.S.
R/W - R/W
60 60'
47, 48
9' 9'
I 5' 2'1 14' 12'
EXIST. GS.
(-IN,
I I I
S=0.50X-S=1.50X I I 5=0.503.00X
.A
TYPICAL SECTION -STA. 13+08± TO STA. 19+
N.T.S.
i
R/W
L 60'
41.25'
SECTIONS LEGEND:
R/W PROPOSED ASPHALT OVERLAY
® - PROPOSED ASPHALT CONCRETE
40' ` V 0 PROPOSED PCC CONCRETE
I 9' 9' I EXISTING PCC CONCRETE
5' 2' 1 2' 59
wi/ I 7, 7,
U
Z� _
EXIST. GS. EXIST. GS.
w S=1.00'5=1.50?L I___ 5=0.50;I-S=2.OpX i
�- _ 3 3 -�_
2 ;
TYPICAL SECTION - STA. 19+50-t TO STA. 20-1-25±
N.T.S.
F/VN
60' 60'
- 40' 4r J
609
5' 2' 4' 3' 5'
EXIST. GS.
I 7sr S=1.0O%_S=1.50% X
23 =•..
' ��
TYPICAL SEC110N.-- STA. 22+17t TO STA. 22+2 ±
STREET IMPROVEMENTS
FOOTHI BOULEVARD
SIERRA AVENUE TO
MANGO AVENUE
i - N.T.S.
R/W
_
ST. GS.
sHout.n coNsrnucnori of "ME CITY OF, FONTANA, CALIFORNIA
REQUIRED IMPROVEMENTS NOT COMMENCE STREET IMPROVEMENT PLANS
WITHIN TWO YEARS OF THE DATE OF
APPROVAL SHOWN HEREON AND CARRIED W-Aym Br- FOOTHILL BOULEVARD MEDIAN IMPROVEMENTS SrA
FORTH IN A DILIGENT MANNER. THE CITY CAB NOTES AND CROSS SECTIONS EDA�O�
ENGINEER MAY REQUIRE REVISIONS TO o��aEn eY::
THE PLANS TO BRING THEM INTO � o � 2018
CONFORMANCE WITH CONDITIONS AND a� er. n er, ooh: a: z
STANDARDS IN EFFECT. �� 5
cmr ENMEM R.C.F. No. 51152