HomeMy WebLinkAbout2818-1ITY OF FONTANA GENERAL NOTESi
FOR
STREET IMPROVEMENT PLANS
I. 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 (°GREEN
BOOK"). ALL REFERENCE SPECIFICATIONS AND STANDARDS SHALL BE
THE LATEST EDITION UNLESS OTHERWISE NOTED.
2. CONSTRUCTION PERMITS SHALL BE OBTAINED FROM THE CITY OF
FONTANA 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.
3. THE CONTRACTOR SHALL NOT OPERATE ANY FIRE HYDRANT OR WATER
MAIN VALVES. CONTRACTOR SHALL COORDINATE WITH THE APPROPRIATE
WATER COMPANY FOR VALVE OPERATION AND WATER REQUIREMENTS.
4. CURVE DATA REFERS TO THE FACE OF CURB.
5. STATIONING REFERS TO THE CENTERLINE OF STREETS EXCEPT
WHERE OTHERWISE NOTED.
6. ALL UNDERGROUND UTILITIES SHALL BE INSTALLED, TESTED AND
APPROVED PRIOR TO PAVING OF STREETS.
7. 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.
8. ALL MANHOLES, CLEAN-OUT FRAMES, COVERS AND VALVE BOXES
SHALL BE RAISED TO FINISHED GRADE BY THE PAVING CONTRACTOR UPON
COMPLETION OF PAVING.
9. 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.
10. AS -BUILT DRAWINGS SHALL BE PROVIDED BY THE CONTRACTOR TO
THE ENGINEER OF RECORD, WHO SHALL PROVIDE RECORD DRAWINGS TO
THE CITY ENGINEER.
11. TYPE, LOCATION AND WIDTH OF DRIVEWAY APPROACH APRONS SHALL
BE DETERMINED AT THE TIME OF CONSTRUCTION AND SHALL CONFORM TO
THE CITY OF FONTANA STANDARD DETAILS.
12. WHEN 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.
13. APPROVED SOIL STERILANT IS REQUIRED UNDER ALL NEW ASPHALT
PAVEMENT PRIOR TO PLACEMENT.
14. ALL EXPOSED CONCRETE SURFACES SHALL CONFORM IN GRADE,
COLOR AND FINISH TO MATCH EXISTING CONCRETE.
15. NO CONCRETE SHALL BE PLACED UNTIL THE FORMS AND
REINFORCING STEEL HAVE BEEN PLACED, INSPECTED AND APPROVED.
16. 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.
17. 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.
18. NO TRENCH BACKFILL SHALL TAKE PLACE WITHOUT PRIOR APPROVAL
OF THE CITY INSPECTOR.
19. 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.
20. IT SHALL BE THE RESPONSIBILITY OF THE CONTRACTOR TO
MAINTAIN BARRICADES, DELINEATORS OR OTHER TRAFFIC CONTROL AT
ALL TIMES.
21. 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.
Underground Service Alert
Call: TOLL FREE BENCH MARK:
1-800-227-2600 CITY OF FONTANA BM NO 383 ELEV = 1296.97
PK NAIL IN PP NO. 1329208E 100' WEST OF
INTERSECTION CITRUS & FOOTHILL
(ADD 1200 TO ELEV FOR DATUM)
TWO WORKING DAYS BEFORE YOU DIG
22. ALL MATERIALS AND METHODS ARE SUBJECT TO THE APPROVAL OF
THE CITY ENGINEER.
23. 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.
24. CARE SHOULD BE TAKEN TO PREVENT GRADES, DITCHES, AND
$WALE$ FROM UNDERMINING STREET IMPROVEMENTS. UPON INSPECTION
OF THE SITE, THE CITY ENGINEER MAY REQUIRE TEMPORARY
NONERODEABLE SWALES ENTERING OR LEAVING IMPROVEMENTS.
25. THE CONTRACTOR SHALL NOT DISTURB EXISTING SURVEY
MONUMENTS, MONUMENT TIES OR BENCH MARKS WITHOUT PRIOR
NOTIFICATION TO THE CITY ENGINEER.
26. REMOVAL AND REPLACEMENT OF EXISTING SURVEY CONTROL,
INCLUDING SURVEY MONUMENTS, MONUMENT TIES AND BENCHMARKS,
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.
27. 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.
28. 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.
29. 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 CLOSURE AREA FOR RESIDENTS AND
EMERGENCY VEHICLES.
30. NO MATERIAL OR EQUIPMENT SHALL BE STORED IN THE PUBLIC
RIGHT OF WAY WITHOUT PRIOR APPROVAL OF THE INSPECTOR.
31. THE SEWER CONTRACTOR SHALL STAMP AN "S" IN THE FACE OF
THE CURB AT THE LOCATION OF THE SEWER LATERAL.
32. THE CONTRACTOR SHALL PROVIDE AND MAINTAIN AN EFFECTIVE
MEANS OF DUST CONTROL, INCLUDING ADEQUATE WATERING, AT ALL
TIMES.
33. THE CONTRACTOR SHALL CONFORM TO ALL TRAFFIC CONTROL
POLICIES, METHODS AND PROCEDURES DESCRIBED IN THE " W. A. T. C. H.
MANUAL", LATEST EDITION UNLESS OTHERWISE DIRECTED BY THE CITY
TRAFFIC ENGINEER.
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. ALL GRADING OPERATIONS SHALL BE DISCONTINUED WHEN
SUSTAINED WIND VELOCITIES EXCEED 25 MILES PER HOUR.
36. CONTRACTOR SHALL RELOCATE AND/OR REPLACE LANDSCAPING,
SPRINKLERS AND SIDEWALKS AFFECTED BY THE CONSTRUCTION TO THE
SATISFACTION OF THE CITY ENGINEER.
CALTRANS GENERAL NOTES
I. ANY SAW CUTS PROPOSED INTO THE STATE HIGHWAY PAVEMENT SHALL
BE PERPENDICULAR AND/OR PARALLEL TO THE STATE HIGHWAY CENTERLI-NE.
THE SACHETS SHALL BE ON A LANE LINE OR NOT LESS THAN 0.61m (2') FROM
THE EDGE OF THE EXISTING PAVEMENT.
2. NO EQUIPMENT OR MATERIALS MAY BE STORED WITH THE STATE RIGHT OF WAY.
3. ALL WORK WITHIN STATE RIGHT OF WAY SHALL CONFORM TO CALTRANS
STATE STANDARD PLANS DATED JULY 1997 AND STANDARD SPECIFICATIONS
DATED JULY 1997 AND THE MANUAL OF TRAFFIC CONTROLS DATED 1997. OR LATEST.
4. TRAFFIC SHALL BE MAINTAINED IN ACCORDANCE WITH SECTIONS 7-1.08 &
7-1.09, AND/OR 86-1.05 & 86-1.06 OF THE STATE STANDARD SPECIFICATIONS.
5. A TRAFFIC CONTROL SYSTEM SHALL CONSIST OF CLOSING TRAFFIC LANES
AND/OR SHOULDERS IN ACCORDANCE WITH THE DETAILS SHOWN ON THE FOLLOWING
CALTRANS' STANDARD PLANS FOR LANE CLOSURES: T-11. ALL TRAFFIC CONTROLS
USED FOR THE TRAFFIC CONTROL SYSTEM SHALL CONFORM TO CALTRANS TRAFFIC
MANUAL, CHAPTER 5, °MANUAL OF TRAFFIC CONTROLS FOR CONSTRUCTION AND
MAINTENANCE WORK ZONES°.
6. THE PERMITTEE SHALL BE RESPONSIBLE FOR REMOVAL OF ANY CONFLICTING
TRAFFIC STRIPES AND PAVEMENT MARKINGS DURING THE LIFE OF THE PERMIT.
ALL CONFLICTING TRAFFIC STRIPES AND PAVEMENT MARKINGS REMOVED SHALL
BE RESTORED TO THEIR ORIGINAL CONDITION OR BETTER PRIOR TO COMPLETING
THE PERMIT.
7. WHENEVER WORK TO BE PERFORMED IS WITHIN 6 FEET OF A TRAFFIC LANE,
THE LANE SHALL BE CLOSED (EXCEPT THE WORK OF INSTALLING, MAINTAINING,
AND REMOVING TRAFFIC CONTROL DEVICES.)
8. ANY REMOVAL OF EXISTING STATE FACILITIES SHALL BE RESTORED TO THEIR
ORIGINAL CONDITION OR BETTER PRIOR TO COMPLETING THIS PERMIT.
EXISTING GRADE OR
200 mm. (8" ) C1
OR 150 mm. (6"
CONSTRUCTION NOTES=
SERVICE ADDRESS: I 01miAkOTHILL BLVD
QUANTITYs
�A
SAWCUT AT 0.61m (2.00' ) FROM EXISTING
EDGE OF PAVEMENT.
QRo�ESS/
o
•
wR 1 ARD NANDEZ
� No. 42246 �
. 3-31-04
CIVIL ��QK
I'
�F CA��
Hernandez Kroone
�
&. Associates, Inc.
o CONSULTING ENGINEERS o
PLANNING -DESIGN -SURVEYING
234 EAST DRAKE DRIVE
SAN BERNARDINO CA 92408
A (909) 884-3222 FAX (909) 383-1577
REMOVE EXISTING IMPROVEMENTS IN AREAS
OF
PROPOSED NEW CONSTRUCTION.
100 t In
(330 ±
LF)
AC
50 ± m3
Op , 750
CFT)
�B
CONSTRUCT 0. 102m (4" ) AC PAVEMENT OVER
0. 202m (8" ) AB. AB
90 ± m3
(3, 150
CFT)
G
CONSTRUCT CURB AND GUTTER TYPE A2-200
PER CALTRANS STD PLAN A87.
40 ± m
(130 - +
LF)
(D
CONSTRUCT 3.962m (13') SIDEWALK PER CITY
OF FONTANA
STD DETAIL 105A.
CHECKED BY
RH
55m
(180 +
-
LF)
REV
CONSTRUCT COMMERCIAL DRIVEWAY PER CITY
OF FONTANA
ENGR
C I TY
DATE
RORER W. WEDDLE-CITY ENGINEER R.C.E. 25126_
STD DETAIL 102-C.
I each.
(I each)
�F
CONSTRUCT AC CURB TYPE B, PER CALTRANS
STD PLAN A87.
35 ± m
(115 +
LF)
O
CONSTRUCT SIDEWALK DRAIN AND CLEAN OUT
PER CITY
OF FONTANA STD DETAIL 124-A.
I each
(I each)
�H
AC TRANS I T I ON FROM 200mm (8u ) CURB TO
150mm (6u ) D I KE.
3m
( 10 ± LF)
VARIABLE GRIND AND OVERLAY.
370 ± m2
(39,990
± SF)
11
� etric
R/W
TRAFFIC NOTESi
I. TRAFFIC SIGNAL AND HIGHWAY SAFETY LIGHTING SYSTEMS PER
CALTRANS STANDARD SPECIFICATIONS LATEST EDITION, AS SHOWN
ON THE PLANS AND IN THE SPECIAL PROVISIONS.
2. LOCATE ALL SUBSTRUCTURES PRIOR TO CONSTRUCTION. HAND DIG
FOUNDATIONS UNTIL CLEAR OF OBSTRUCTIONS. COORDINATE POLE
INSTALLATIONS WITH OVERHEAD UTILITY OR SUBSTRUCTURE OWNERS.
PHONE UNDERGROUND SERVICE ALERT AND CONCERNED UTILITY
COMPANIES 2 WORKING DAYS PRIOR TO CONSTRUCTION. LOCATION OF
UTILITIES AND SUBSTRUCTURES HAVE BEEN SHOWN FROM A SEARCH
OF AVAILABLE RECORDS. THE CONTRACTOR SHALL CONDUCT HIS
OPERATION IN SUCH A MANNER AS TO PROTECT NOT ONLY THE
UTILITIES AND SUBSTRUCTURES SHOWN, BUT OTHER UTILITIES OR
SUBSTRUCTURES THAT ARE NOT SHOWN ON THESE PLANS.
3. NEW LOOP DETECTORS SHALL BE 1.8M DIAMETER ( TYPE E ) . CENTER
LOOPS IN THE TRAVELED PORTION OF THE LANE, EXCEPT AS SHOWN.
4. VEHICLE INDICATIONS SHALL BE 300MM, PULLBOXES NO. 5 AND
CONDUIT 51MM RIGID METAL EXCEPT AS SHOWN.
5. IT SHALL BE THE CONTRACTOR'S RESPONSIBILITY TO REPLACE THE
SIGNAL LOOPS, CONDUITS, WIRES AND OTHER TRAFFIC ITEMS TO
MATCH EXISTING AND TO PROVIDE THE CORRECT CONDUCTORS
REQUIRED FOR THE INTENDED OPERATION.
R/W
"""' ""` "" """ n'"" TYPICAL CROSS - SECTION
OVERLAY MAXIMUM
DEPTH 50mm (2" ) NTS
CONTRACTOR' S NOTEi
ALL QUANTITIES INDICATED ON THE PLANS ARE ONLY ESTIMATED AMOUNTS AND ARE
PROVIDED FOR COMPARATIVE VALUES DURING THE BID PROCESS. CONTRACTOR SHALL BE
SOLELY RESPONSIBLE FOR VERIFYING THE QUANTITIES DRAWN BY CONDUCTING HIS OWN
QUANTITY TAKE -OFF.
NOTE= ENGLISH UNITS ARE IN 0a
.
SERVICE ADDRESS: I 01miAkOTHILL BLVD
CALTRANS PERMIT NO. 08 -99 -6 -MC -1160
QRo�ESS/
o
•
wR 1 ARD NANDEZ
� No. 42246 �
. 3-31-04
CIVIL ��QK
I'
�F CA��
Hernandez Kroone
�
&. Associates, Inc.
o CONSULTING ENGINEERS o
PLANNING -DESIGN -SURVEYING
234 EAST DRAKE DRIVE
SAN BERNARDINO CA 92408
A (909) 884-3222 FAX (909) 383-1577
CITY of FONTANA, CALIFORNIA
wSTREET WIDENING PLAN
DESIGNED BY
RH
FOOTHILL BOULEVARD
( S R 6 6 EA ST -OF CITRUS)
A.3 P * 99 -?_ 7
SCALE
NT$
DRAWN BY
BW
DATE
03-15-00
CHECKED BY
RH
APPROVE 74M
e7c
DRWG
_
g.3
SHE�T�
OR
REV
REVISION DESCRIPTION
DATE
ENGR
C I TY
DATE
RORER W. WEDDLE-CITY ENGINEER R.C.E. 25126_