HomeMy WebLinkAbout4199-1�GENERAL NOTES
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. WHEN A TECHNICAL CONFLICT IS FOUND TO EXIST IN THE CONTRACT' DOCUMENTS THAT CANNOT BE PE,03OLVED BY PEFEPENCE TO PPECFDENCE
PROVISIONS IN THE "GREEN BOOK", THE CONTRACTOR SHALL IMMEDIATELY PEPORT SAID CONFLICT TO THE CITY ENGINEER FOR PESOLUTION.
3, ALI- 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 L.EAST 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 EXCAVATION 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 THEN 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 SEPARAT-E PERMIT FOR THAT PURPOSE.
10, THE LOCATIONS OF UTILITIES SHOWN HERE 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 1-0 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 HYDRANTS OR WATER MAIN VALVES WITHOUT APPROPRIATE AGENCY AUTHOR IZAT ION.
CONTRACTOR SHALL COORDINATE WITH THE APPROPRIATE WATER COMPANY FOR VALVE OPERATION AND WA"rER REQUIREMENTS,
13 STATIONING REFERS TO THE CENTERLINE OF SEWER EXCEPT WHERE OTHERWISE NOTED.
14, 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.
15, THE CONTRACTOR SHALL NOT DISTURB EXISTING SURVEY MONUMENTS, MONUMENT TIES OR BENCHMARKS WITHOUT PRIOR NOTIFICATION TO
THE CITY ENGINEER,
16, 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 SID THAT' TIES
TO MONUMENTS CAN BE ESTABLISHED FOR LATER REPLACEMENT OF THE MONUMENT,
17� THE CONTRACTOR SHALL MAINTAIN ACCESS FOR LOCAL RESIDENTS AND BUSINESSES AT ALL TIMES. A MINIMUM 12 FOOT LANE SHALL BE
MAINTAINED AT ALL I-IMES IN THE CONSTRUCTION AREA FOR RESIDENTS AND EMERGENCY VEHICLES.
18. THE CONTRACTOR SHALL PROVIDE AND MAINTAIN AN EFFECTIVE MEANS OF DUST CONTROL, INCLUDING ADEQUATE WATERING, AT ALL TIMES,
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� NO TRENCH BACKFILL SHALL TAKE PLACE WITHOUT PRIOR APPROVAL OF THE CITY INSPECTOR.
21. A GEOTECHNICAL ENGINEER SHALL CERTIFY ALI,- BACKFILL COMPACTION, FAILURE TO OBTAIN THE REQUIRED DENSITY SHALL. REQUIRE
RE -WORKING OF THAT PORTION OF THE WORK UNTIL THE SPECIFIED DENSITY IS OBTAINED,
22. 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,
23. ALL EXPOSED CONCRETE SURFACES SHALL CONFORM IN GRADE, COLOR AND FINISH TO MATCH EXISTING CONCRETE,
24. IF SEWER CONSTRUCTION IS TO BE DONE IN PHASES, THE CONTRACTOR SHALL PROVIDE A TERMINAL CLEANOUT AT THE PHASE BOUNDARY,
NOT MORE THAN 150 FEET FROM THE DOWNSTREAM MANHOLE, SEE CITY OF FONTANA STANDARD DETAIL FOR TERMINAL CLEANOUT.
25. SANITARY SEWER LINES SHALL BE CONSTRUCTED OF BELL AND SPIGOT OR BAND SEAL, TYPE VITRIFIED CLAY PIPE N.C.P.) EXTRA STRENGTH
CLASS AND SHALL CONFORM TO THE PROVISIONS OF THE ASTM DESIGNATION C700 FOR VCP.
26. NO OPEN TRENCHES SHALL BE ALLOWED AT THE END OF THE DAY WITHOUT PRIOR APPROVAL OF THE CITY ENGINEER.
27, SHORT VCP STUBS WITH FLEXIBLE COMPRESSION JOINTS S'HALL BE USED AT MANHOLE WALLS TO ALLOW FOR MINOR DEFLECTIONS IN ALIGNMENT,
28. PRIOR TO CONSTRUCTION, THE CONTRACTOR SHALL EXPOSE EXISTING FACILITIES, AND VERIFY ELEVATION AND LOCATION OF CONNECTIONS.
CITY APPROVAL OF CONNECTIONS TO EXISTING FACII ITIES DOES NOT IMPLY CORRECTNESS OF ELEVATIONS OR LOCATIONS SHOWN ON THE PLANS.
29. ALL, 4" HOUSE LATERALS SHALL BE INSTALLED AT A 2% MINIMUM GRADE UNLESS OTHERWISE APPROVED BY THE CITY ENGINEER.
30. TERMINATE ALL 4" HOUSE SEWER LATERALS 3 FEET INSIDE THE LOT WITH A PLUG 12" BELOW THE GROUND SURFACE, WHEN PUBLIC UTILITY
EASEMENTS EXIST NEXT TO THE STREET RIGHT OF WAY, THE LATERAL SHALL TERMINATE 3 FEET INSIDE THE LOT AS MEASURED FROM
THE UTILITY EASEMENT,
31, THE SEWER CONTRACTOR SHALL STAMP AN "S" IN THE FACE OF CURB AT THE LOCATION OF THE SEWER LATERAL.
32. IF EXISTING UTILITIES OR ANY OTHER FACILITIES CONFLICT WITH THE PROPOSED IMPROVEMENTS, THE CONTRACTOR SHALL NOTIFY THE ENGINEE
AND ALL AFF ECTED AGENCIES IMMEDIATELY.
33. NO CONCRETE SHALL BE PLACED UNTIL THE FORMS AND REINFORCING STEEL HAVE BEEN PLACED, INSPECTED AND APPROVED,
34. ALL UNDERGROUND UTILITIES SHALL BE INSTALLED, TESTED AND APPROVED PRIOR TO PAVING OF STREETS,
35. APPROVED SOIL STERILANT IS REQUIRED UNDER ALL NEW ASPHALT PAVEMENT* PRIOR TO PLACEMENT.
36� ALL MANHOLES, CLEANOUT FRAMES, COVERS AND VALVE BOXES SHALL BE RAISED TO FINISHED GRADE BY THE PAVING CONTRACTOR UPON
COMPLETION OF PAVING.
37. UPON COMPLETION OF CONSTRUCTION, CONTRACTOR SHALL RESTORE ALI.- SIGNING, STRIPING, BARRICADES, AND OTHER TRAFFIC CONTROL
DEVICES TO THE SATISFACTION OF THE CITY TRAFFIC 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.
=10 E.
IN SUBMITTING A BID FOR "THIS WORK, THE CONTRACTOR AGREES THAT HE SHALL ASSUME SOLE AND COMPLETE RESPONSIBILITY FOR
JOB CONDITIONS DURING THE COURSE OF CONSTRUCTION OF THIS PROJECT, INCLUDING SAFETY OF ALL PERSONS AND PROPERTY, THAT
THIS REQUIREMENT SHALL APPLY CONTINUOUSLY AND NOT BE LIMITED TO NORMAL WORKING HOURS, AND THAT THE CONTRACTOR
SHALL DEFEND, INDEMNIFY AND HOLD THE OWNER, THE ENGINEER AND THE GOVERNMENTAL AGENCY 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, ENGINEER OR THE GOVERNING AGENCY,
ALL CONTRACTORS AND SUBCONTRACTORS PERFORMING WORK SHOWN ON OR RELATED TO THESE PLANS SHALL CONDUCT THEIR OPERATIONS
SO THAT EMPLOYEES ARE PROVIDED A SAFE PLACE TO WORK AND THE PUBLIC IS PROTECTED. THE CONTRACTORS AND SUBCONTRACTORS
SHALL. COMPLY WITH THE "OCCUPATIONAL. SAFETY AND HEALTH REGULATIONS OF THE U.S. DEPARTMENT OF LABOR WITH "CONSTRUCTION
SAFETY ORDERS". THE CIVIL ENGINEER SHALL NOT BE RESPONSIBLE IN ANY WAY FOR THE CONTRACTORS OR SUBCONTRACTORS COMPLIANCE
WITH SAID REGUL,ATIONS AND ORDERS,
THE EXISTENCE AND APPROXIMATE LOCATION OF ANY UNDREGROUND UTILITIES OR STRUCTURES ON THESE PLANS ARE OBTAINED
BY A SEARCH OF ANY AVAILABLE RECORDS, TO THE BEST OF OUR KNOWLEDGE, THERE ARE NO EXISTING UTILITIES OR STRUCTURES
EXCEPT AS SHOWN ON THESE PLANS. THE ENGINEER ASSUMES NO LIABILITY AS I'D THE EXACT LOCATION NEITHER OF SAID I-INES
NOR OF UTILITIES OR IRRIGATION LINES WHOSE LOCATIONS ARE NOT SHOWN. THE CONTRACTOR SHALL BE RESPONSIBLE FOR NOTIFYING
ALL UTILITY AND IRRIGATION COMPANIES PRIOR TO WORK ON EXCAVATION TO DETERMINE EXACT LOCATION OF ALL LINES AFFECTING
"THIS WORK, WHETHER OR NOT SHOWN HEREON, AND FOR ANY DAMAGE OR PROTECTION OF THESE LINES, THE CONTRACTOR SHALL
CALL IN A LOCATION REQUEST TO UNDERGROUND SERVICE ALERT (USA) PHONE 800-227-2600 TWO WORKING DAYS PRIOR TO DIGGING,
NO CONSTRUCTION PERMIT ISSUED BY PUBLIC WORKS DEPARTMENT SHALL BE VALID INVOLVING UNDERGROUND FACILITIES UNLESS
THE APPLICANT HAS AN INQUIRY IDENTIFICATION NUMBER ISSUED BY. U.S.A.
BASIS OF BEARING WAS TAKEN FROM THE CENTERLINE OF
POPLAR AVENUE SHOWN AS NOO"03'22"W. PER TRACT NO,
4028, RECORDED IN BOOK 52 OF MAPS, PAGE 3, RECORDS OF
THE COUNTY OF SAN BERNARDINO, STATE OF CALIFORNIA,
[1,1#1111114 01111'1111'1111"1111� I
. .. . ... .. . .... -
COUN OWN OF SAN BERNARDINO, CALI,FORNIA
I PER
IC WORKS
� NO. 2074
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CITY OF' FONTANA BENCHMARK I.D. NO, 529,
FOUND CHISELED SQUARE ON SOUTHWEST CORNER OF THE WESTERLY
CATCH BASIN AT THE NORTHEAST CORNER OF SAN BERNARDINO AVENUE
AND POPLAR AVENUE,
ELEVATION: 1123.1300
INDEX MAP
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ESHEET I TITLE SHEET & STO NOTES
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A.C, KAUSHAL ET. AL
23457 GOLDEN SPRINGS DRI
DIAMOND BAR, CA 91765
TEL' (909) 860-6640
FAX- (909) 860-1962 1
UTILITIES
WATER, FONTANA WATER COMPANY
TELEPHONE NO, (909) 822--2201
SEWER: CITY OF FONTANA
'TELEPHONE NO, (909) 350-6632
ELECTRIC' SOUTHERN CALIFORNIA EDISON COMPANY
TELEPHONE NO, (800) 655-4555
TELEPHONE COMPANY: PACIFIC BELL CO.
TELEPHONE NO, (800) 750-2355
GAS" SOUTHERN CLAIFORNIA GAS CO�
TELEPHONE NO. (800) 427-2200
FONTANAJ AVE� 1 -10
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CONSTRUCTION NOTES & QUANTITIES
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CONSTRUCTION NOTES & QUANTITIES
CONSTRUCTION NOTE
QUANTITY
CONST, STANDARD PRE -CAST MANHOLE PER FONTANA CITY STD. NO. 112
(48" DIA. MH)
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