HomeMy WebLinkAbout2559-1GENERAL NOTES:
1. CITY OF FONTANA, GENERAL NOTES FOR STREET PLANS.
2. ALL WORK SHALL BE IN ACCORDANCE WITH THESE PLANS AND STANDARD
SPECIFICATIONS FOR PUBLIC WORKS CONSTRUCTION (GREEN BOOK).
3. CONSTRUCTION PERMITS SHALL BE OBTAINED FROM THE CITY OF FONTANA
ENGINEERING DIVISION PRIOR TO START OF ANY WORK WITHIN THE CITY
LIMITS. ALL INSPECTIONS SHALL BE REQUESTED AT LEAST 24 HOURS
PRIOR TO THE START OF ANY WORK (909) 350-6632
4. THE CONTRACTOR SHALL NOT OPERATE ANY MAINLINE WATER VALVE.
5. CURVE DATA REFERS TO THE FACE OF CURB.
6. STATIONING REFERS TO THE CENTERLINES OF STREETS EXCEPT WHERE
OTHERWISE NOTED.
7. CONTRACTOR IS TO INSTALL PAVEMENT MARKINGS AND STRIPING AS
REQUIRED BY THE CITY ENGINEER.
B. ALL UNDERGROUND WORK SHALL BE COMPLETED PRIOR TO PAVING OF
STREETS.
9. LOCATIONS OF PUBLIC UTILITIES SHOWN HAVE BEEN DETERMINED FROM
AVAILABLE INFORMATION. HOWEVER, IT SHALL BE THE RESPONSIBILITY
OF THE CONTRACTOR TO DETERMINE THE TRUE LOCATION AND ELEVATION
IN THE FIELD OF ANY EXISTING UTILITIES, AND TO EXERCISE PROPER
PRECAUTIONS TO AVOID INJURY OR DAMAGE THERETO. CONTRACTOR SHALL
CONTACT UNDERGROUND SERVICE ALERT FOR UTILITY LOCATION BEFORE
EXCAVATION AT 1-800-422-4133.
10. ALL MANHOLE AND CLEANOUT FRAMES AND COVERS SHALL BE CONSTRUCTED
6 INCHES BELOW FINISHED GRADE BY SEWER CONTRACTOR AND SHALL BE
RAISED TO GRADE BY PAVING CONTRACTOR UPON COMPLETION OF PAVING.
11. ALL VALVE CANS AND COVERS SHALL BE CONSTRUCTED 6 INCHES BELOW
FINISHED GRADE BY WATER CONTRACTOR AND SHALL BE RAISED TO GRADE
BY PAVING CONTRACTOR AFTER COMPLETION OF PAVING.
12. REFER TO CITY OF FONTANA UNDERGROUND UTILITY LOCATION STANDARD
DETAIL 129.
13. THE CONTRACTOR(S) SHALL COORDINATE CONSTRUCTION WITH ALL UTILITIES
AND OTHER IMPROVEMENTS INCLUDING, BUT NOT LIMITED TO, GAS,
TELEPHONE, ELECTRICAL, LIGHTING, CABLE TELEVISION, LANDSCAPING,
LANDSCAPING IRRIGATION, DOMESTIS WATER, RECLAIMED WATER, SEWER,
STORM DRAINAGE, FLOOD CONTROL SYSTEMS, ETC.
14. AS -BUILT DRAWINGS SHALL BE PROVIDED BY THE CONTRACTOR TO THE
ENGINEER OF RECORD, WHO SHALL PROVIDE RECORD DRAWINGS TO THE CITY
ENGINEER.
15. TYPE, LOCATION, AND WIDTH OF DRIVEWAY APPROACH APRONS SHALL BE
DETERMINED AT THE TIME OF CONSTRUCTION AND SHALL CONFORM WITH
THE CITY OF FONTANA STANDARD DETAILS.
16. CONTRACTOR IS INSTRUCTED TO REFER TO THESE PLANS AND THE
SPECIFICATIONS AND WHERE THERE IS OR MAY BE A CONFLICT SHALL
IMMEDIATELY REPORT SAID CONFLICT OR POSSIBLE CONFLICT TO THE
OWNER'S REPRESENTATIVE.
17. STERILANT IS REQUIRED UNDER ALL A.C. PAVEMENT.
18. ALL EXPOSED CONCRETE SURFACES SHALL CONFORM IN GRADE, COLOR, AND
FINISH TO ALL ADJOINING CURBS AND SIDEWALKS.
19. NO CONCRETE SHALL BE PLACED UNTIL THE FORMS AND REINFORCING STEEL
HAVE BEEN PLACED, INSPECTED, AND APPROVED.
20. THE WALLS AND FACES OF ALL EXCAVATIONS GREATER THAN FIVE (5) FEET
IN DEPTH SHALL BE EFFECTIVELY GUARDED BY A SHORING SYSTEM, SLOPING
OF THE GROUND, OR OTHER EQUIVALENT MEANS. TRENCHES LESS THAN FIVE
(5) FEET IN DEPTH SHALL ALSO BE GUARDED WHEN EXAMINATION INDICATES
HAZARDOUS GROUND MOVEMENT MAY BE EXPECTED.
21. THE CONTRACTOR SHALL OBTAIN A PERMIT TO PERFORM EXCAVATION OR
TRENCH WORK AS DESCRIBED IN NOTE #20 ABOVE FROM CALIFORNIA STATE
DIVISION OF INDUSTRIAL SAFETY. SEE STANDARD SPECIFICATIONS FOR
PUBLIC WORKS CONSTRUCTION, SECTION 306-1.1.6.
22. NO TRENCH BACKFILL SHALL TAKE PLACE WITHOUT PRIOR APPROVAL OF THE
CITY'S INSPECTOR.
23. PROTECTIVE MEASURES SHALL BE TAKEN BY THE CONTRACTOR SO AS NOT TO
CAUSE ANY MUD, SILT, OR DEBRIS TO BE DEPOSITED ONTO PUBLIC OR
ADJACENT PROPERTY AT ALL TIMES DURING CONSTRUCTION. ANY MUD OR
DEBRIS ON PUBLIC PROPERTY SHALL BE REMOVED IMMEDIATELY. DUST SHALL
BE CONTROLLED BY WATERING OR OTHER APPROVED METHOD THROUGHOUT THE
GRADING OPERATIONS.
24. ESTIMATE OF QUANTITIES IS PROVIDED BY THE ENGINEER ONLY FOR THE
CONVENIENCE OF THE DEVELOPER. THE CONTRACTOR SHALL MAKE HIS OWN
DETERMINATION OF CONSTRUCTION QUANTITIES BEFORE SUBMITTING HIS
BID. ANY ITEM OF WORK REQUIRED BY THESE PLANS WHICH IS NOT
SPECIFICALLY LISTED IN THE ESTIMATE OF QUANTITIES SHALL BE
CONSIDERED AS INCLUDED IN THE OTHER ITEMS OF WORK.
25. ALL BACKFILL IS TO BE CERTIFIED BY THE SOILS ENGINEER.
26. ALL MATERIALS AND METHODS ARE TO BE SUBJECT TO THE APPROVAL OF
THE CITY ENGINEER.
27. ADEQUATE STAKES SHALL BE SET BY THE ENGINEER TO ENABLE THE
CONTRACTOR TO CONSTRUCT THE WORK TO THE PLAN GRADES.
26. 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 GUNITE SWALES ENTERING OR
LEAVING IMPROVEMENTS.
29. ALL UTILITY COMPANIES SHALL BE GIVEN 48 HOURS NOTICE PRIOR TO
WORK AROUND THEIR FACILITIES.
30. ACTUAL THICKNESS OF A.C. PAVEMENT AND/OR BASE COURSE MATERIAL FOR
STRUCTURAL STREET SECTION SHALL BE RECOMMENDED BY A GEOTECHNICAL
ENGINEERING REPORT AND SUBMITTED TO THE CITY OF FONTANA FOR
APPROVAL UPON COMPLETION OF ROUGH GRADING.
31. PAVEMENT STRUCTURAL SECTIONS SHOWN ARE MINIMUM AND SUBJECT TO
REVISION AND APPROVAL OF THE CITY AS REQUIRED BY SOILS TESTS
TAKEN AFTER COMPLETION OF ROUGH GRADING.
32. THE CONTRACTOR SHALL NOT DISTURB EXISTING SURVEY MONUMENTS OR
BENCH MARKS NOTED ON THE PLANS, OR FOUND DURING CONSTRUCTION
WITHOUT PRIOR NOTIFICATION TO THE CIVIL ENGINEER. REMOVAL AND
REPLACEMENT SHALL BE DONE BY A REGISTERED CIVIL ENGINEER OR
LICENSED LAND SURVEYOR'. SURVEY MONUMENTS WHICH WILL BE DESTROYED
AS A RESULT OF OF THIS CONSTRUCTION SHALL BE REPLACED. CONTRACTOR
SHALL NOTIFY REGISTERED CIVIL ENGINEER OR LICENSED LAND SURVEYOR
ONE WEEK PRIOR TO CONSTRUCTION SO THAT TIES TO MONUMENTS CAN BE
ESTABLISHED FOR LATER REPLACEMENT OF SAID MONUMENTS BY SAID
REGISTERED CIVIL ENGINEER OR LICENSED LAND SURVEYOR.
33. CITY OF FONTANA UTILITY 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. CALIFORNIA GAS COMPANY
COMCAST (CABLE TV)
ATTN: GREG GASPAR
ATTN: JACK HAYES
16231 VALLEY BLVD.
1205 DUPONT AVENUE
FONTANA, CA. 92335
ONTARIO, CA. 91761
(909) 428-8411
(909) 390-4738
EMERGENCIES: (800) 427-2200
28/ 18 WAS USED AS THE
GENERAL TELEPHONE COMPANY
SO. CALIFORNIA EDISON COMPANY
ATTN: STEVE HOCK
7951 -REDWOOD AVE.
1400 E. PHILLIPS BLVD.
FONTANA, CA. 92335
ONTARIO, CA. 91766
(909) 820-5598 - UNDERGROUND
(800) 422-4133
(909) 875-5100 - TRANSMISSIONS
(213) 637-1233 - PIPELINES
FONTANA WATER COMPANY
(909) 357-6233 - DISTRIBUTION
ATTN: MICHAEL J. MCGRAW
(800) 422-4133
8440 NUEVO AVENUE
FONTANA, CA 92335
CRAWFORD CANYON MUTUAL WATER CO.
(909) 822-2201
ATTN: BILL VANDERKIEFT, JR.
FAX: (909) 823-5046
(619) 868-6040
UNDERGROUND SERVICE ALERT
(800) 422-4133
G, R/W .. R/w _
TYPICAL SECTION
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PRIVATE ENGINEER'S NOTICE i,10 CONTRACTORS
THE EXISTENCE AND LOCATION OF ANY UNDERGROUND UTILITIES OR STRUCTURES
SHOWN ON THESE PLANS ARE OBTAINED BY A SEARCH OF AVAILABLE RECORDS:
TO THE BEST OF OUR KNOWLEDGE, THERE ARE NO EXISTING UTILITIES EXCEPT
THOSE SHOWN ON THESE PLANS. THE CONTRACTOR IS REQUIRED TO TAKE DUE
PRECAUTIONARY MEASURES TO PROTECT THE UTILITY LINES SHOWN ON THESE
DRAWINGS. THE CONTRACTOR FURTHER ASSUMES ALL LIABILITY AND RESPON-
SIBILITY FOR THE UTILITY PIPES, CONDUITS OR STRUCTURES SHOWN OR NOT
SHOWN ON THESE DRAWINGS.
THE CONTRACTOR AGREES THAT HE SHALL ASSUME SOLE AND COMPLETE RESPONS-
IBILITY FOR THE JOB SITE CONDITIONS DURING THE COURSE OF CONSTRUCTION
OF THIS PROJECT: INCLUDING SAFETY OF ALL PERSONS AND PROPERTY; THAT
THIS SHALL APPLY CONTINUOUSLY AND NOT BE LIMITED TO NORMAL WORKING HOURS;
AND THAT THE CONTRACTOR SHALL DEFEND, INDEMNIFY, AND HOLD 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.
CONTRACTOR SHALL VERIFY ALL CONDITIONS AND DIMENSIONS AND SHALL REPORT
ALL DISCREPANCIES TO THE ENGINEER PRIOR TO THE COMMENCEMENT OF WORK.
PLANS PREPARED FOR
LEWIS HOMES OF CALIFORNIA
ATTN : Ms. MIMI RAYL
1156 N. MOUNTAIN AVENUE
P.O. BOX 670
UPLAND, CA 91786
PHONE: (909) 985-0971
SAN GABRIEL MOUNTAINS
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REVISIONS
INDEX MAP
CONSTRUCTION NOTES & QUANTITY ESTIMATE: QUANTITIES
O1 CONSTRUCT 4" A.C. PAVEMENT (MIN.) OVER 12" OF 95 % COMPACTED - _ _ _ _ _ _ _ _ _ 157,871 S.F.
NATIVE MATERIAL (SEE GENERAL NOTES 30 & 31)'.
OCONSTRUCT 6" P.C.C. CURB Si GUTTER PER CITY STD. DWG. NO. 101 _ _ _ _ _ _ _ _ _ _ 7,911 L.F.
3 REMOVE EXISTING REDWOOD HEADER. _ _ _ _ _ _ _ _ _ _ _ _ _ _ _ _ _ L.F.
4O CONSTRUCT P.C.C. CROSS GUTTER PER CITY STD. DWG. NO. 104 - _ _ _ _ _ _ _ _ _ -2,338 S.F.
O5 CONSTRUCT HANDICAP RAMP PER CITY STD. DWG. NO. 104A - _ _ _ _ _ _ _ _ _ _ _ _ _ 10 EA.
O6 CONSTRUCT 4" P.C.C. SIDEWALK PER CITY STD. DWG. NO. 105A, "W" PER PLAN _ _ _ _ _ _ 46,603 S.F.
O7 CONSTRUCT LOCAL DEPRESSION PER CITY STD. DWG. NO. 121, WIDTH PER PiLAN-, _ _ _ _ _ _ 1 EA.
O8 ADJUST MANHOLE FRAME & COVER TO GRADE PER CITY STD. DWG. NO. 109 _ _ _ _ _ _ _ _ 17 EA.
GADJUST VALVE BOX AND COVER TO GRADE PER CITY STD. DWG. NO. 130 _ _ _ _ _ _ _ _ _ EA.
811
INSTALL 5800 LUMENS STREET LIGHTS BY OTHERS _ _ _ _ _ _ _ _ _ _ _ _ _ _ _ _ _ 20 EA.
REMOVE EXISTING TRAFFIC BARRICADE
_ _ _ _ _ _ _ _ _ _ _ _ _ _ _ _ _ _ _ - 2 EA.
12 CONSTRUCT DRIVEWAY APPROACH (W = PER PLAN) PER CITY STD. DWG. NO. 103 _ _ _ _ _ _ S.F.
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BENCH MARK: # 361
SPIKE IN NORTH FACE OF
BASIS
OF BEARINGS:
CITY O FONTANA, CALIFORNIA
PP #1536697E. @ S.W.THE
C.L. OF CHERRY AVE. BEING
COR. OF BASELINE AVE.
N 000 08' 09" E PER P.M. 1959,
6 SULTANA AVE.
P.M.B.
28/ 18 WAS USED AS THE
ELEVATION: 1365.01
BASIS OF BEARINGS FOR THIS PLAN
DRAWN BY:
SCALE:
PREPARED IN THE OFFICE OF
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STREET IMPROVEMENT PLANS
MADOLE AND ASSOCIATES, INC.
OF THE INLAND EMPIRE
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DESIGNED:
TRACT NO 15709
AS SHOWN
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10601 CHURCH STREET STE. 107
RANCHO CUCAMONGA, CA 91730
No. 14814�m 9
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CHECKED:
TITLE SHEET
DATE:
PHONE (909) 948-1311
Exp: 3-31-01
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JOB N0.
DWG. NO.
SHEET NO.
ENG R' S
APPROVAL
DATE
CITY
APPROVAL
DATE
1-16-99
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126-1150
APPROVED ✓�
APPROVED
2 5 5 9
OF 7
J. MADOLE R.C.E.14814 DATE
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*P* STREET
PLAN TITLE SHEET - 7[0,2551PF: 1050 7001 04 -Dec -97 11:31 AM / 126-1050-1
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