HomeMy WebLinkAbout5747-1STREET IMPROVEMENT GENERAL NOTES
1. ALL WORK SHALL BE IN ACCORDANCE WITH THESE PLANS, THE CITY OF FONTANA STANDARD PLANS, THE CONTRACT PROVISIONS AND THE STANDARD
SPECIFICATIONS FOR PUBLIC WORKS CONSTRUCTION ("GREENBOOK"). ALL REFERENCE SPECIFICATIONS AND STANDARDS SHALL BE THE LATEST EDITION UNLESS THEET
OTHERWISE NOTED.
2. WHEN A TECHNICAL CONFLICT IS FOUND TO EXIST IN THE CONTRACT DOCUMENTS THAT CAN NOT BE RESOLVED BY REFERENCE TO PRECEDENCE PROVISIONS IN
THE "GREEN BOOK", THE CONTRACTOR SHALL IMMEDIATELY REPORT SAID CONFLICT TO THE CITY ENGINEER FOR RESOLUTION.
3. ALL MATERIALS AND METHODS ARE SUBJECT TO THE APPROVAL OF THE CITY ENGINEER.
4. CONSTRUCTION PERMITS SHALL BE OBTAINED FROM THE CITY OF FONTANA COMMUNITY DEVELOPMENT DEPARTMENT, ENGINEERING DIVISION PRIOR TO THE START
OF ANY WORK. INSPECTION COORDINATION SHALL BE REQUESTED AT LEAST TWO WORKING DAYS PRIOR TO THE START OF ANY WORK IN 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 MANUAL OF
TRAFFIC CONTROLS, LATEST NON -METRIC EDITION UNLESS OTHERWISE DIRECTED BY THE CITY TRAFFIC ENGINEER.
6. IT SHALL BE THE RESPONSIBILITY OF THE CONTRACTOR TO MAINTAIN BARRICADES, DELINEATORS OR OTHER TRAFFIC CONTROL DEVICES AT ALL TIMES.
7. THE CONTRACTOR SHALL OBTAIN A PERMIT TO PERFORM EXCAVATION OR TRENCH WORK FOR TRENCHES 5 FEET OR GREATER IN DEPTH FROM THE CALIFORNIA
STATE DIVISION OF INDUSTRIAL SAFETY.
8. THE WALLS AND FACES OF ALL EXCAVATIONS GREATER THAN FIVE (5) FEET IN DEPTH SHALL BE GUARDED BY SHORING, SLOPING OF THE GROUND OR OTHER
APPROVED MEANS PURSUANT TO THE REQUIREMENTS OF THE DIVISION OF INDUSTRIAL SAFETY OF THE STATE OF CALIFORNIA. 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 PUBLIC RIGHT OF WAY WITHOUT OBTAINING A SEPARATE PERMIT FOR THAT PURPOSE.
10. THE LOCATIONS OF UTILITIES SHOWN HAVE BEEN DETERMINED FROM AVAILABLE INFORMATION, HOWEVER, IT SHALL BE THE RESPONSIBILITY OF THE CONTRACTOR
TO DETERMINE, IN THE FIELD, THE TRUE LOCATION AND ELEVATION OF ANY EXISTING UTILITIES, AND TO EXERCISE PROPER PRECAUTION TO AVOID DAMAGE
THERETO.THE CONTRACTOR SHALL CONTACT UNDERGROUND SERVICE ALERT AT 1-800-227-2600 TWO WORKING DAYS BEFORE EXCAVATION.
11. THE CONTRACTOR SHALL COORDINATE CONSTRUCTION WITH ALL UTILITY COMPANIES INCLUDING, BUT NOT LIMITED TO, GAS, TELEPHONE, ELECTRIC, CABLE
TELEVISION, LANDSCAPING, LANDSCAPE IRRIGATION, DOMESTIC WATER, RECLAIMED WATER, SEWER, STORM DRAIN, FLOOD CONTROL AND CALTRANS. ALL UTILITY
COMPANIES SHALL BE GIVEN TWO WORKING DAYS NOTICE PRIOR TO WORK AROUND THEIR FACILITIES.
12. THE CONTRACTOR SHALL NOT OPERATE ANY FIRE HYDRANT OR WATER MAIN VALVES WITHOUT APPROPRIATE AGENCY AUTHORIZATION. CONTRACTOR 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 CONSTRUCTION CONTROL STAKES SHALL BE SET BY THE ENGINEER TO ENABLE THE CONTRACTOR TO CONSTRUCT THE WORK TO THE PLAN GRADES.
THE CONTRACTOR SHALL BE RESPONSIBLE FOR THE PRESERVATION OF BENCHMARKS AND CONSTRUCTION CONTROL STAKING DURING CONSTRUCTION.
16. THE CONTRACTOR SHALL NOT DISTURB EXISTING SURVEY MONUMENTS, 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 CONSTRUCTION SHALL BE
REPLACED. 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 RESIDENTS AND BUSINESSES AT ALL TIMES. A MINIMUM 12 FOOT LANE SHALL BE MAINTAINED AT ALL
TIMES IN THE CONSTRUCTION AREA FOR RESIDENTS AND EMERGENCY 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 SUSTAINED WIND VELOCITIES EXCEED 25 MILES PER HOUR.
21. THE CONTRACTOR SHALL NOT CAUSE ANY EXCAVATED MATERIAL, MUD, SILT OR DEBRIS TO BE DEPOSITED ONTO PUBLIC OR PRIVATE PROPERTY ADJACENT TO
THE RIGHT OF WAY DURING CONSTRUCTION WITHOUT PRIOR WRITTEN APPROVAL.
22. NO TRENCH BACKFILL SHALL TAKE PLACE WITHOUT PRIOR APPROVAL OF THE CITY INSPECTOR.
23. A GEOTECHNICAL ENGINEER SHALL CERTIFY ALL BACKFILL COMPACTION. FAILURE TO OBTAIN THE REQUIRED DENSITY SHALL REQUIRE RE -WORKING OF THAT
PORTION OF THE WORK UNTIL THE SPECIFIED DENSITY IS OBTAINED.
PROPOSED
24. CARE SHOULD BE TAKEN TO PREVENT GRADES, DITCHES, AND SWALES FROM UNDERMINING STREET IMPROVEMENTS. UPON INSPECTION OF THE SITE, THE CITY
�6.5' SIDE
ENGINEER MAY REQUIRE TEMPORARY NON-ERODEABLE SWALES ENTERING OR LEAVING IMPROVEMENTS.
25. THE FINAL LOCATION AND WIDTH OF DRIVEWAY APPROACH APRONS SHALL BE APPROVED AT THE TIME OF CONSTRUCTION AND SHALL CONFORM TO THE CITY
OF FONTANA STANDARD DETAILS.
26. ALL EXPOSED CONCRETE SURFACES SHALL CONFORM IN GRADE, COLOR AND FINISH TO MATCH EXISTING CONCRETE.
1
27. THE SEWER CONTRACTOR SHALL STAMP AN "S" IN THE FACE OF THE CURB AT THE LOCATION OF THE SEWER LATERAL.
28. NO CONCRETE SHALL BE PLACED UNTIL THE FORMS AND REINFORCING STEEL HAVE BEEN PLACED, INSPECTED AND APPROVED.
29. ALL UNDERGROUND UTlUTIES 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.
IN
THE
CITY OF
FONTANA,
SAN BERNARDINO
COUNTY,
STATE
OF
CALIFORNIA
N'LY
R/W
44.5'
I
44'
gp
tc
INDEX MAP
SCALE: 1 '=50"
E'LY
R/W
--- 1
13 31.5 31.5' o
9
PARKWAY VARIES 19' TO 30'
(1. 5' TO 13') { i
w
WALK O w{ z
8" PROPOSED EXIST. 6"
{ C "C&G
-VARIES - - - - 7�
EXIST.
E.P.
NEW PA DEMENT
LOCUST AVENUE
(EXISTING PUBLIC STREET)
NTS
32. ACTUAL THICKNESS OF A.C. PAVEMENT AND/OR BASE COURSE MATERIAL FOR STRUCTURAL STREET SECTIONS SHALL BE RECOMMENDED BY A GEOTECHNICAL PRIVATE ENGINEER'S NOTE TO CONTRACTOR
REPORT AND SUBMITTED TO THE CITY OF FONTANA FOR APPROVAL UPON COMPLETION OF ROUGH GRADING.
33. ALL MANHOLES, CLEANOUT FRAMES, COVERS AND VALVE BOXES SHAH BE RAISED TO FINISHED GRADE BY THEPANNG CONTRACTOR UPON COMPLETION OF THE EXISTENCE AND LOCATION OF ANY UNDERGROUND UTILITY PIPES, CONDUITS, OR
PAVING. 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
34. UPON COMPLETION OF CONSTRUCTION, CONTRACTOR SHALL RESTORE ALL SIGNING, STRIPING, BARRICADES, AND OTHER TRAFFIC CONTROL DEVICES TO THE SHOWN ON THESE PLANS. THE CONTRACTOR IS REQUIRED TO TAKE DUE PRECAUTIONARY
SATISFACTION OF THE CITY TRAFFIC ENGINEER. MEASURES TO PROTECT THE UTILITIES SHOWN ON THESE DRAWINGS. THE CONTRACTOR
FURTHER ASSUMES ALL .LIABILITY AND RESPONSIBILITY FOR THE UTILITY PIPES, CONDUITS
35. CONTRACTOR SHALL RELOCATE AND/OR REPLACE LANDSCAPING, SPRINKLERS AND SIDEWALKS AFFECTED BY THE CONSTRUCTION TO THE SATISFACTION OF THE OR STRUCTURES SHOWN ON THESE DRAWINGS.
CITY ENGINEER. CONTRACTOR AGREES THAT HE/SHE SHALL ASSUME SOLE AND COMPLETE RESPONSIBILITY
FOR JOB SITE CONDITIONS DURING THE COURSE OF CONSTRUCTION OF THIS PROJECT,
36. AS -BUILT DRAWINGS SHALL BE PROVIDED BY THE CONTRACTOR TO THE ENGINEER OF RECORD, WHO SHALL PROVIDE RECORD DRAWINGS TO THE CITY INCLUDING SAFETY OF ALL PERSONS AND PROPERTY, THAT THIS REQUIREMENT SHALL
ENGINEER. APPLY CONTINUOUSLY AND NOT BE LIMITED TO NORMAL WORKING HOURS, AND THAT THE
CON TRAC TOR SHAi I f1FFFNn INnFMNIFY AND HOLD THE COUNTY OF SAN BERNARDINO. THE
OWNER AND THE ENGINEER HARMLESS FROM ANY AND ALL LIABILITY, REAL OR ALLEGED, IN
CONNECTION WITH THE PERFORMANCE OF WORK ON THIS PROJECT, EXCEPTING FOR
LIABILITY ARISING FROM THE SOLE NEGLIGENCE OF THE OWNER OR THE ENGINEER.
SCOPE OF WORK:
S. IMPROVE AND WIDENED LOCUST AVE. AS SHOWN ON THESE
STREET PLANS.
2. PROVIDE DRIVEWAY APPROACH AS SHOWN ON THESE
STREET PLANS.
LEGENDS & ABBREVIATIONS
AC =
ASPHALT CONCRETE
PARCEL MAP BOUNDARY LINE
BW =
BACK OF WALK
- -
CENTERLINE
CATV=
CABLE TELEVISION
CB =
CATCH BASIN
--� - - ®
EXISTING LOT LINE
CF =
CURB FACE
CL =
CENTER LINE
FLOWLINE
CONC=
CONCRETE PAVEMENT
DDC =
DOUBLE DETECTOR CHECK
-
EXISTING WATER
DF =
DRINKING FOUNTAIN
w
EXISTING CHAIN LINK FENCE
DI =
DROP INLET
E =
ELECTRIC
-
EXISTING OVERHEAD POWERLINE
EG =
EDGE OF GUTTER
-- - -
EXISTING CONTOUR
E'LY =
EASTERLY FROM PL
EP =
EDGE OF PAVEMENT
EXISTING WALL
EVC =END
OF VERTICAL CURVE
FF =
FINISH FLOOR
- - - - - - -
PROPOSED FIRE ACCESS EASEMENT
FG =
FINISH GRADE
FL =
FLO WLI N E
A.C. PAVEMENT
DVWY =.
DRIVEWAY
PROPOSED
FS =
FINISH SURFACE
GB =GRADE
BREAK
PROPOSED AC SAWCUT REMOVE
GF =GARAGE
H =
FINISH FLOOR
HEIGHT OF RETAINING
AND REPLACE
HP =
HIGH POINT
INV =
INVERT
rt
EXISTING CONCRETE
JB =
ELECTRICAL JUNCTION BOX
LP =LOW
POINT
MVC =
MIDDLE OF VERTICAL CURVE
N'LY =
NORTHERLY FROM PL
EXISTING PALM
PAD =
PAD ELEVATION
4
PL =
PROPERTY LINE
EXISTING TREE
RPBA =
REDUCED PRESSURE-
BACKFLOW ASSEMBLY
RW =
RIGHT OF WAY
EXISTING WATER VALVE
S LY =
SOUTHERLY FROM PL
�
EXISTING WATER METER
TB =TOP
OF AC BERM
TC =
TOP OF CURB
EXISTING GAS METER
TF =TOP
-OF FOOTING
TG =
TOP OF GRATE
TW =
TOP OF WALL
EXISTING POWER POLE
W'LY =
WESTERLY FROM PL
EXISTING HOSEBIB
PROPOSED SEWER MANHOLE
_}
EXISTING FIRE HYDRANT
Cor
n e r stone
°
EXISTING MAILBOX
Land Surveyina Inc.
ARROW BLVD
n� m_ -41,
SITE
MERRILL AVE
w
uj
d
�
�
Q
.w
RANDALL AVE
SAN BERNARDIN
AVE
VALLEY BL
14
0111"INIVA117m,mm
o ,l z 6*11 1110 MIN IM I
O1 CONSTRUCT 4" AC OVER 12" MIN. COMPACTED NATIVE (95% COMPACTED)
PER CH STD 400. PAVING LIMITS TO BE VERIFIED WITH CITY INSPECTOR.
O2 CONSTRUCT 8" CONCRETE CURB AND GUTTER PER CITY OF
FONTANA STD. PLAN N0. 1000.
O3 CONSTRUCT 4" THICK CONCRETE SIDEWALK PER CITY OF
FONTANA STD. PLAN N0. 1006:
O4 SAWCUT AND REMOVE 2 FEET OF EXISTING AC PAVEMENT.
O5 CONSTRUCT CONCRETE DRIVEWAY APPROACH PER CITY OF
FONTANA STD. PLAN N0. 1002.
O6 INSTALL 2"X6" REDWOOD HEADER PER DETAIL ON SHEET 2.
O7 RELOCATE POWERPOLE (BY OTHERS.)
O8 REMOVE EXISTING BERM.
O9 PROTECT EXISTING POWER POLE.
REMOVE EX. 1" WATER METER.
it REMOVE AND DISPOSE EX. TREE.
12 INSTALL LANDSCAPING PER SEPARATE PLANS.
13 CONSTRUCT 6° CONCRETE CURB PER CITY OF
FONTANA STD. PLAN N0. 1000.
14 PROTECT EX. WAIL.
15 RELOCATE EX. SIGN. SEE SHEET 3.
i6 CONSTRUCT CURB OUTLET STRUCTURE PER
SB COUNTY STD. PLAN #210.
17 CONSTRUCT STREET LIGHT PER CITY OF FONTANA
STD. PLAN N0. 404.
18 INSTALL CONDUIT AND WIRING PER CITY STREET
LIGHTING REQUIREMENTS.
19 INSTALL ELECTRICAL PULL BOX PER CITY STREET
LIGHTING REQUIREMENTS.
SAWCUT AND REMOTE
i � /EXlS71NG PAVE'MEN7
EXISTING PA VEMENT
- NEW PA DEMENT
SHEET INDEX
SHEET 1: TITLE SHEET
SHEET 2-, LOCUST AVENUE
(STA. 11+59.93 TO STA. 13+20.01)
SHEET 3: SIGN AND STRIPING PLAN