HomeMy WebLinkAbout3453-1GENERAL NOTES (STREET IMPROVEMENTS).
CITY OF FONTANA
STREET SIDEWALK IMPROVEMENTS
ON
FOOTHILL BOULEVARD AND TOKAY AVENUE
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 ("GREEN BOOK"). ALL REFERENCE SPECIFICATIONS AND STANDARDS SHALL BE THE LATEST EDITION
UNLESS OTHERWISE NOTED.
2 WHEN A TECHNICAL CONFLICT IS FOUND TO EXIST IN THE CONTRACT DOCUMENTS THAT CAN NOT BE RESOLVED BY REFERENCE T0. 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 THE CITY.
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.
24 CARE SHOULD BE TAKEN TO PREVENT GRADES, DITCHES, AND SWALES FROM UNDERMINING STREET IMPROVEMENTS. UPON INSPECTION OF THE SITE, THE CITY 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.
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 UTILITIES 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.
37 ALL STRIPING SHALL CONFORM TO THESE PLANS, CALTRANS STANDARD PLANS AND SPECIAL PROVISION DATED JULY 2002.
38 ALL STRIPING AND PAVEMENT MARKING SHALL BE ALKYD THERMOPLASTIC (SEE SPECIAL PROVISIONS).
39 PAVEMENT MARKING AND LEGENDS SHALL CONFORM TO CITY OF FONTANA STANDARD STENCILS.
DIGS, � T
TOLL FREE 1-800-227-2600
A PUBLIC SERVICE BY UNDERGROUND SERVICE ALERT
ME
DRAWING
NO. 3453
STREET IMPROVEMENT
VICINITY MAP
(NOT TO SCALE)
SHEET INDEX
SHEET
1
STREET IMPROVEMENTS
ENGR.
CITY
TITLE SHEET, 6EiVER,4L A/orES.Q
SHEET
2
STREET IMPROVEMENTS
!�
�.
GENERALA1eTES, CONSTRUCTION NOTES AND LEGEND
SHEET
3
STREET IMPROVEMENTS
TYPICAL SECTIONS
SHEET
4
STREET IMPROVEMENTS, FOOTHILL BLVD.
13191 Crossroads Parkway North, Suite 405
360' WEST OF ALMERIA AVE. TO 56' WEST OF ALMERIA AVE.
SHEET
5
STREET IMPROVEMENTS, ALMERIA AVE.
250' SOUTH OF FOOTHILL BLVD. TO 87' SOUTH OF FOOTHILL BLVD.
SHEET
6
STREET IMPROVEMENTS, ALMERIA AVE.
450' NORTH OF FOOTHILL BLVD. TO 87' NORTH OF FOOTHILL BLVD.
SHEET
7
STREET IMPROVEMENTS, FOOTHILL BLVD.
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56' WEST OF ALMERIA AVE. TO 350' EAST OF ALMERIA AVE.
SHEET
8
STREET IMPROVEMENTS, FOOTHILL BLVD.
/
350' EAST OF ALMERIA AVE. TO 66' EAST OF CATAWBA AVE.
SHEET
9
STREET IMPROVEMENTS, FOOTHILL BLVD.
"APPROVED ,BY:'
66' EAST OF CATAWBA AVE. TO 366' EAST OF CATAWBA AVE.
SHEET
10'
STREET IMPROVEMENTS, FOOTHILL BLVD.
KENNETH J. RUKAVINA R.C.E. 42866
360' EAST OF CATAWBA AVE. TO TOKAY AVE.
SHEET
11
STREET IMPROVEMENTS, TOKAY AVE.
MISSION ST. TO 86' SOUTH OF FOOTHILL BLVD.
SHEET
12
STREET IMPROVEMENTS, MISSION STREET.
TOKAY AVE. TO 197' WEST OF TOKAY AVE.
SHEET
13
STREET IMPROVEMENTS, TOKAY AVE.
83' NORTH OF FOOTHILL BLVD. TO 496' NORTH OF FOOTHILL BLVD.
SHEET
14
STREET IMPROVEMENTS, TOKAY AVE.
496' NORTH OF FOOTHILL BLVD. TO 769' NORTH OF FOOTHILL BLVD.
BENCHMARK.•
CITY OF FONTANA BENCHMARK NO.381.
TOP FIRE HYDRANT SE COR. TOKAY AND FOOTHILL.
ELEVA TION=1293.77
SURVEY NOTE:
SURVEY FOR DWG NO. 3293—A WAS DONE USING
A DIFFERENT BENCHMARK WITH A KNOWN
ELEVATION DIFFERENCE OF APPROXIMATELY 0.4
BASIS OF BEAR/NQS.
N 89° 38'30 "E FOR: THE CENTERLINE OF FOOTHILL BOULEVARD AS SHOWN
ON THE MAP OF TRACT NO. 2909 RECORDED IN BOOK NO. 2909
RECORDED IN BOOK 40, PAGE 43 OF MAPS, RECORDS OF SNA BERNARDINO COUNTY,
CALIFORNIA, ROTATED TO BE N 8902857"E.
REV.
REVISION DESCRIPTION
DATE
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CITY
DATE
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13191 Crossroads Parkway North, Suite 405
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Industry, CA 91746-3497
(562) 908-6200
DRAWN BY:
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TITLE SHEET
SCALE:
NI
UNDER THE SUPERVISION OF:
DESIGNED BY:
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DATE:
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SHOULD CONSTRUCTION OF THE REQUIRED
IMPROVEMENTS NOT COMMENCE WITHIN TWO
7 7 YEARS OF THE DATE OF APPROVAL SHOWN HEREON
AND CARRIED FORTH IN A DILIGENT MANNER, THE
CITY ENGINEER MAY REQUIRE REVISIONS TO THE
PLANS TO BRING THEM INTO CONFORMANCE WITH
STANDARDS IN EFFECT.
DRAWING
NO. 3453LT
DRAWING
NO. 3454
DRAWING
NO. 3455
DRAWING
NO. 3456
TRAFFIC
SHEET 1
SHEET 2
�Wmd
SHEET 1
SHEET 2
SHEET 1
SHEET 1
Q0ESS/ON9
No. C042866
* EXP. 03-31-06
STREET LIGHTING, FOOTHILL BOULEVARD
TOKAY AVENUE TO ALMERIA AVENUE
STREET LIGHTING TOKAY AVENUE)
FOOTHILL BOULEVARD TO 760' N/0 FOOTHILL BOULEVARD
STREET LIGHTING
SIGNING & STRIPING
FOOTHILL BOULEVARD AND TOKAY AVENUE
SIGNING & STRIPING
FOOTHILL BOULEVARD AND TOKAY AVENUE
TRAFFIC SIGNAL INSTALLATION
FOOTHILL BOULEVARD AT TOKAY AVENUE
INTERCONNECT INSTALLATION PLAN, FOOTHILL BOULEVARD
ALMERIA AVENUE TO CITRUS AVENUE
R.E.-CORD DRAWln1G
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PLANS PREPARED BY:
CITY OF
FONTANA, CALIFORNIA
AU WILLDAN
S TREE T IMPROVEMENTS
13191 Crossroads Parkway North, Suite 405
Industry, CA 91746-3497
(562) 908-6200
DRAWN BY:
BM
TITLE SHEET
SCALE:
NI
UNDER THE SUPERVISION OF:
DESIGNED BY:
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DATE:
FL
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07-09-04
lol/ Date : 7 - 0
CHECKED BY:
"APPROVED ,BY:'
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DRAWING NO.:
KENNETH J. RUKAVINA R.C.E. 42866
345,3114
KJR
CITY ENGINEER
R.C.E. 51152 DATE:
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