HomeMy WebLinkAbout2860-1GENERAL 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 ('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 TO PRECEDENCE
PROVISIONS IN THE "GREEN BOOK", THE CONTRACTOR SHALL IMMEDIATELY
REPORT SAID CONFLICT TO THE CITY ENGINEER FOR RESOLUTION.
3 ALL MATERIAL_ S 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.
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 NONERODEABLE 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.
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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
CITY OF FONTANA. LMLITY NOTIFICATION LIST
CITY OF FONTANA
PACIFIC BELL CO.
ATTN.: CARLOS NAVARRO
ATTN.: VIRGINIA BECKER
8353 SIERRA AVENUE
3939 E. CORONADO STREET
FONTANA, CA. 92335
ANAHEIM, CA. 92807
(909) 350-6632
(714) 666-5467
SO. CALIF. GAS COMPANY
UNDERGROUND SERVICE ALERT
ATTN.: DENNIS FREEMAN
(800) 227-2600
1981 W. LUGONIA AVENUE
REDLANDS, CA. 92374
COMCAST ( CABLE TV )
(909) 335-7547
ATTN.: JACK HAYES
EMERGENCIES: (800) 427-2200
1205 DUPONT AVE.
7'
ONTARIO, CA. 91761
SO. CALIF. EDISON COMPANY
(909) 390-4738
300 N. PEPPER AVENUE
RIALTO, CA. 92376
GENERAL TELEPHONE COMPANY
909 820-5598 — UNDERGROUND
ATTN.: STEVE HOCK
909 875-5100 — TRANSMISSION
1400 E. PHILIPS BLVD.
213 637-1233 — PIPELINES
ONTARIO, CA. 91766
909 357-6223 — DISTRIBUTION
(800) 422-4133
800 422-4133
23,016
S.F.
FONTANA WATER COMPANY
CRAWFORD CANYON MUTUAL WATER CO.
ATTN.: MICHAEL J. McGRAW
ATTN.: BILL VANDERKIEFT, JR.
8440 NUEVO AVENUE
(619) 868-6040
FONTANA CA. 92235
(909) 822-2201
EA.
FAX: (909) 823-5046
"41
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INDEX MAP
SCALE: 1"=200'
CONSTRUCTION NOTES ESTIMATE OF OUANTITIES
(D-- INSTALL 5800 LUMEN HPSV STREET LIGHT (70 WATT; #7)
25 FT. LUMINAIRE HEIGHT. ORNAMENTAL STREET LIGHT POLES SHALL BE MARBELITE OR APPROVED EQUAL.
0__ CONSTRUCT 4' AC PAVEMENT (Min.) OVER 12" OF 95% COMPACTED NATIVE
( See general notes 27&28)
�-- CONSTRUCT 6" PCC CURB AND GUTTER PER CITY STD. DWG. NO. 101
�4 --- CONSTRUCT PCC CROSS GUTTER AND SPANDREL PER CITY STD. DWG. NO. 104, W=10'
CONSTRUCT PCC DRIVE APPROACH PER CITY STD. DWG. 102, W=16'
G)_ CONSTRUCT 4" PCC SIDEWALK PER CITY STD. DWG. NO. 105A ,W=5.5'
&_ CONSTRUCT HANDICAP RAMP PER CITY STD. DWG. NO. 104A
8 ADJUST MANHOLE FRAME & COVER TO GRADE PER CITY STD. 109
9 REMOVE EXISTING TRAFFIC BARRICADE
10 CONSTRUCT TRAFFIC BARRICADE PER CITY STD. DWG. NO. 118
11 INSTALL STOP / STREET SIGNS PER CITY STD. DWG. NO. 139
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511
4,086
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18'
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LOCAL STREET -50' R/W 2
3
3
GABELS CREST WAY
SUMMERLAND LANE
N.T.S.
Filename: M:\DWG\12903\16046-2\STREETS\ST1.DWG