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Home My WebLink About2848-2GENERAL.NOTES GENERAL NOTES 1. CONTRACTOR AGREES THAT :IN ACCORDANCE WITH G H ENERALLY ACCEPTED 23. - A GEOTECHNICAL ENGINEER SHALL CERTIFY ALL BACKFILL COMPACTION. FAILURE TO OBTAIN THE BVC CONSTRUCTION PRACTICES, CONTRACTOR WILL ASSUME BW REQUIRED DENSITY SHALL REQUIRE RE -WORKING OF THAT PORTION OF THE WORK UNTIL THE SPECIFIED CL SOLE AND COMPLETE RESPONSIBILITY FOR JOB SITE CONDITIONS DURING THE COURSE CMP DENSITY IS OBTAINED. CONC OF CONSTRUCTION OF THIS PROJECT, INCLUDING SAFETY OF ALL PERSONS AND PROPERTY, 24. ALL MATERIALS AND METHODS ARE SUBJECT TO THE APPROVAL OF THE CITY ENGINEER. DIA, 0 AT THIS REQUIREMENT SHALL BE MADE TO APPLY CONTINUOUSLY AND NOT BE LIMITED TO - 25. ADEQUATE CONSTRUCTION CONTROL STAKES SHALL BE SET BY THE ENGINEER TO ENABLE THE EC NORMAL WORKING 0 NG HOURS, AND CONSTRUCTION CONTRACTOR FURTHER AGREES TO DEFEND, EG . CONTRACTOR TO CONSTRUCT THE WORK TO THE PLAN GRADES. THE CONTRACTOR SHALL BE ELEV _IMDENIFY AND HOLD DESIGN PROFESSIONAL(S) HARMLESS FROM ANY AND ALL LIABILITY, EP RESPONSIBLE FOR THE PRESERVATION OF BENCHMARKS AND CONSTRUCTION CONTROL STAKING DURING EVC REAL OR ALLEGED, IN CONNECTION WITH THE PERFORMANCE OF THIS PROJECT. EXIST CONSTRUCTION. FL FLOW LINE 26. CARE SHOULD BE TAKEN TO PREVENT GRADES DITCHES AND SWALES FROM > UN:DER'MINING STREET 2. THE LOCATIONS E OC IONS AND DIMENSIONS SHOWN ON THE PLANS FOR ALL EXISTING UNDERGROUND FACILITIES ARE GAL IMPROVEMENTS. UPON INSPECTION OF THE SITE THE CITY ENGINEER MAY REQUIRE TEMPORARY Q E GPM IN ACCORDANCE WITH AVAILABLE INFORMATION WITHOUT UNCOVERING OR MEASURING. IEj INV NON-ERODEABLE SWAMES ENTERING OR LEAVING IMPROVEMENTS. INT THE ENGINEER DOES. NOT GUARANTEE THE ACCURACY OF THIS INFORMATION: OR THAT 27. IF EXISTING UTILITIES OR ANY OTHER FACILITIES CONFLICT WITH T HE PROPOSE IMPROVEMENTS, THE LT ALL EXISTING UNDERGROUND FACILITIES ARE SHOWN. MAX CONTRACTOR SHALL NOTIFY THE ENGINEER AND ALL AFFECTED AGENCIES IMMEDIATELY. 3.. THE CONTRACTOR IS RESPONSIBLE FOR THE REPAIR OF ANY DAMAGE TO IMPROVEMENTS 28. EX THE CONTRACTOR SHALL NOT DISTURBEXISTING IS ING SURVEY MONUMENTS, MONUMENT TIES OR BENCH MARKS MIN INTENDED T 0 REMAIN IN PLACE' N.C.N. WITHOUT PRIOR NOTIFICATION TO THE CITY ENGINEER. OG ORIGINAL GROUND 29. REMOVAL AND REPLACEMENT OF EXISTING SURVEY CONTROL, INCLUDING SURVEY MONUMENTS, MONUMENT 4. SECTION 4216/4217 OF THE GOVERNMENT CODE REQUIRES A DIG ALERT IDENTIFICATION NUMBER PCR TIES AND BENCH MARKS SHALL BED N DONE BY A REGISTERED CIVIL ENGINEER:OR LICENSED LAND ' PIV » » TO BE ISSUED BEFORE:P A :PERMIT TO EXCAVATE WILL BE VALID. A MINIMUM OF TWO WORKING DAYS PL SURVEYOR. SURVEY MONUMENTS - N THAT WILL BE DESTROYED E AS A RESULT OF THIS CONSTRUCTION SHALL P'P _ PRIOR TO BEGINNING EXCAVATION, THE CONTRACTOR IS TO CALL UNDERGROUND SERVICE ALERT AT. PSI S BE REPLACED. THE CONTRACTOR SHALL L NOTIFY THE ENGINEER ONE WEEK PRIOR TO CONSTRUCTION SO PT 1-800-422-4133 TO OBTAIN A DIG ALERT IDENTIFICATION NUMBER. PUC CAN BE ESTABLISHED FOR LA THAT TIES TO MONUMENTS TER REPLACEMENT OF THE MONUMENT. PVC POLYVINYL CHLORIDE 30. PAVEMENT STRUCTURAL SECTIONS SHOWN ARE MINIMUM AND SUBJECT TO REVISION AND APPROVAL OF 5. CONTRACTOR SHALL PERFORM ALL WORK IN ACCORDANCE WITH APPLICABLE CODES, ORDINANCES ROW I ENGINEER ER THE TY C NE AS DETERMINED E ERM#N:ED BY SOILS TESTS TAKEN AFTER COMPLETION OF ROUGH GRADING. RR AND STAND -ARD SPECIFICATIONS OF ALL AGENCIES THAT HAVE RESPONSIBILITY OF REVIEWING PLANS RT ACTUAL THICKNESS OF A.C. PAVEMENT AND/OR BASE COURSE MATERIAL FOR STRUCTURAL STREET SCH AND SPECIFICATIONS. SD SECTIONS SHALL BE RECOMMENDED BY A GEOTECHNICAL REPORT AND SUBMITTED TO THE CITY OF STD. DETAIL STD. PLAN CITY OF FONTANA ENGINEERING DIVISION STANDARD DRAWINGS GS TC FONTANA FOR APPROVAL UPON COMPLETION OF ROUGH GRADING. 6. CONTRACTOR SHALL CLEANUP ALL DEBRIS AND MATERIALS RESULTING FROM THIS OPERATION AND 33. N0 MATERIAL OREQUIPMENT SHALL BE STORIED IN THE PUBLIC RIGHT OF WAY WITHOUT PRIG R APPROVAL VC RESTORE ALL SURFACES, STRUCTURES, DITCHES AND PROPERTY TO THEIR ORIGINAL CONDITION VCP OF THE INSPECTOR. W/ T T , 0 HE SATISFACTION OF THE ENGINEER. .NEER. 34. SANITARY SEWER LINES SHALL BE CONSTRUCTED OF BELL AND SPIGOT TYPE VITRIFIED CLAY PIPE V.C.P. . � AT L/2 EXTRA STRENGTH CLASS AND SHALL CONFORM TO THE PROVISIONS OF THE ASTM DESIGNATION 0700 FOR 7. CONTRACTOR SHALL PROVIDE FOR THE CONTINUOUS OPERATION OF EXISTING FACILITIES WITHOUT (XXX.XX) V.C.P. INTERRUPTIONDURING T R NG CONS RUCTION UNLESS SPECIFICALLY AUTHORIZED OTHERWISE BY THE 35• THE SEWER CONTRACTOR SHALL STAMP AN S IN THE FACE OF THE CURB AT THE LOCATION OF THE RESPECTIVE AUTHORITY. SEWER LATERAL. C0 RSH LMIT AL A N AIN DUST CONTROL PER AIR QUALITY MANA11 GEMENT TRIC TA:NDARDS. 36. PRIOR TO CONSTRUCTION, THE CONTRACTOR SHALL EXPOSE EXISTING FACILITIES, AND VERIFY ELEVATION AND LOCATION OF CONNECTIONS. CITY APPROVAL OF CONNECTIONS TO EXISTING FACILITIES DOES NOT 9. - CONTRACTOR S Y HALL APPL FOR ND OBTAIN_ A PERMIT FROM M TROLINK FOR WORK ADJACENT TO IMPLY CORRECTNESS OF ELEVATIONS OR LOCATIONS SHOWN ON THE PLANS. THE METOLINK RAILROAD TRACK PRIOR TO BEGINNING WORK. COORDINATE PERMIT APPLICATION 37. THE CONTRACTOR S' H ALL PROVIDE AND MAINTAIN AN EFFECTIVE MEANS OF DUST CONTROL, OL, INCLUDING WITH Mr. NARESH PATEL AT METROLINK 213 452-0256. ADEQUATE, WATERING, AT ALL TIMES. 54. ALL GRADING OPERATIONS SHALL BE DISCONTINUED WHEN SUSTAINED WIND VELOCITIES EXCEED 25 MILES 10. CONTRACTOR SHALL FOLLOW ALL REQUIREMENTS OF METROLINK FOR WORK ADJACENT PER HOUR. OR NEAR METROLINK FACILITIES, INCLUDING THE USE OF FLAGMEN IF REQUIRED. 55. 0 OPEN PEN TREKCH SHALL BE ALLOWED AT THE END OF THE DAY WITHOUT PRIOR APPROVAL OF THE CITY ENGINEER. 11. DURING OPERATIONS S ADJACENT TO LIVE RAILROAD TRACK, ALL WORK WITHIN 20 FEET OF THE NEAREST RAIL 56. STENCILS USED FOR PAVEMENT MARKINGS AND LEGENDS SHALL LL MAT H CITY OF FONTANA ANA STANDARD MUST BE STOPPED WHEN TRAINS ARE APPROACHING AND EQUIPMENT AND PERSONNEL MOVED TO A STENCILS EXACTLY. SAFE DISTANCE (30 FEET MIN}, WHERE POSSIBLE, FROM THE TRACKS UNLESS OTHERWISE APPROVED. 57. ALL STI D PAVEMENT STRIPING AN EMENT MA RKI;NGS SHALL BE ALKYD THERMOPLASTIC AS APPROVED ED BY THE CITY TRAFFIC ENGINEER. 12. _. NOTE, CODE EDITIONS UNDER WHICH THIS PROJECT WILL BE REVIEWED AND BUILT ARE 1998. CALIFORNIA 5 .. IC SIGN DIM S ONS COLOR , TRAFFIC EN I 0 AND LETTERING SHALL CONFORM TO THE LATEST CALTRANS SIGN BUILDING CODE, .1997 UBC, UMC, UPS, & 1996 NEC. 1 SPECIFICATION SHEETS. SIGN C N S G ODES SHOWN HEREON A RE TO CONFORM TO CALTRANS SPECIFICATION SHEET CODES. TRAFFIC SIGN SIZE SHALL BE STANDARD UNLESS OTHERWISE SHOWN ON THE PLAINS. 59. ALL SIGN SHALL BE MOUNTED ON GALVANIZED STEEL POSTS, UNLESS OTHERWISE SHOWN ON THE PLANS, PER CITY STANDARD DETAIL 139. 60. 24 HOURS NOTICE SHALL BE GIVEN TO THE CITY TRAFFIC ENGINEER FOR APPROVAL OF CONTROL POINTS CITY GENERAL NOTESOR "CAT -TRACKING" PRIOR TO APPLICATION OF PAVEMENT STRIPING. 61. CROSSWALKS SHALL HAVE 10 BETWEEN THE CENTERLINE OF THE 12 STRIPES UNLESS OTHERWISE SHOWN 1.. ALL WORK SHALL BE IN ACCORDANCE WITH THESE PLANS, THE CITY OF FONTANA STANDARD PLANS, THE ON THE PLANS. CONTRACT PROVISIONS AND THE STANDARD SPECIFICATIONS FOR PUBLIC WORKS CONSTRUCTION THE E LO ATIONS OF UTILITIES TIES SH N HAVE BEEN DETERMINED FROM AVAILABLE INFORMATION, HOWEVER, ( GREENBOOK }UNLESS OTHERWISE NOTED. ALL REFERENCE SPECIFI-CATIONS AND STANDARDS SHALL BE IT SHALL BE THE RESPONSIBILITY OF THE CONTRACTOR TO POT HOLE TO DETERMINE EXACT LOCATIONS _-� - THE LATEST EDITION UNLESS OTHERWISE NOTED. AN V C D VERIFY ALL OND`lTIONS 0'N THE JOB S# SITE. HAND DIG FOUNDATIONS UNTIL CLEAR OF OBSTRUCTIONS. 2. CONSTRUCTION PERM -ITS SHALL BE OBTAINED FROM THE CITY OF FONTANA ENGINEERING DIVISION PRIOR,TWO T HECONTRACTORS - H A ; LL CONTACT UNDERGROUND SERVICE ALERT AT 1 800--422-413.3 WORKING TO THE START OF ANY WORK. INSPECTION COORDINATION SHALL BE REQUESTED AT LEAST TWO WORKING DAYS BEFORE EXCAVATION. _ _ DAYS PRIOR T_0 THE START OF ANY WORK IN PUBLIC RIGHT-OF-WAY WITHIN THE CITY LIMITS. CALL X909} 62 - ALL P O HAL , ULLB XES SHALL BE NO. 5 AND CONDUIT SHALL BE 2 RIGID METAL EXCEPT AS SHOWN. ALL L 350-7010. SIGNAL HEADS SHALL BE PER THE SPECIAL PROVISIONS. 3. THE CONTRACTOR SHALL NOT OPERATE ANY FIRE HYD -RANT OR WATER MAIN VALVES. CONTRACTOR SHALL 63. EXISTING I TING S GN AND/OR I ALS 0 LIGHTING SHALL REMAIN IN OPERATION - / RAT ON UNTIL NEW SIGNALS AND LIGHTING ARE COORDINATE WITH THE APPROPRIATE WATER COMPANY FOR VALVE OPERATION AND WATER REQUIREMENTS. OPERATIONAL PER THE SPECIFICATIONS. 4. CURVE DATA REFERS TO THE FACE OF CURB. CONTRACTOR SHALL COORDINATE ELECTRIC SERVICE DETAILS AND SCHEDULING WITH SOUTHERN 5. STATIONING REFERS TO THE CENTERL11NE OF STREETS EXCEPT WHERE OTHERWISE NOTED. CALIFORNIA EDISON COMPANY WELL IN ADVANCE OF NEED. 6. STATIONIN � G REFERS TO THE CENTERLINE OF STORM DRAIN EXCEPT WHERE OTHERWISE NOTED. 6 4 CONTRACTORS ALL RELOCATE LOCATE AN D AOR REPLACE LANDSCAPING, SPRINKLERS AND SIDEWALKS AFFECTED 7. STATION`I'NG REFERS TO THE CENTERLIN :E OF SEWER EXCEPT WHERE OTHERWISE NOTED Y B C THE CONSTRUCTION T!ON TO THE SATISFACTION OF THE CITY ENGINEER. 8. THECONTRACTOR C N ACTOR SHALL INSTALL PAVEMENT MARKINGS AND STRIPING AS REQUIRED BY THE CITY TRAFFIC 65. CONT CABINETS ROLLER CAB SHALL ALN T L 0 B E SUBJECTED TO WATER FROM SPRINKLERS. MODIFY SPRINKLER ENGINEER. SYSTEMS AS DIRECTED BY THE ENGINEER. 9. ALL UNDERGROUND UTILITIES SHALL BE INSTALLED, TESTED AND APPROVED PRIOR TO PAVING OF 66. TWO WORKING DAYS NOTICE TO THE TRAFFIC SECTION IS REQUIRED PRIOR TO REMOVAL OF TRAFFIC STREETS. CONTROL DEVICES OR EQUIPMENT. STOP SIGNS :SHALL ONLY BE REMOVED BY CITY PERSONNEL. 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 1-800-422--4133 TWO WORKING DAYS BEFORE EXCAVATION. FOR TRAFFIC CONTROL NOTES SEE DWG TC� 11. ALL MANHOLES, CLEANOUT FRAMES, COVERS AND VALVE BOXES SHALL BE RAISED TO FINISHED GRADE BY THE PAVING CONTRACTOR UPON COMPLETION OF PAVING. 12. 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. RE TROOM BUILDINGS 13. AS -BUILD DRAWINGS SHALL BE PROVIDED BY THE CONTRACTOR TO THE ENGINEER OF RECORD, WHO . SHALL PROVIDE RECORD DRAWINGS TO THE CITY ENGINEER. OCCUPANCY GROUP & DIV: B 14. WHEN CONFLICT IS FOUND TO EXIST IN THE CONTRACT DOCUMENTS THAT CAN NOT BE RESOLVED BY TYPE OF CONSTRUCTION: VN REFERENCE TO PRECEDENCE PROVISIONS IN THE "GREENBOOK", THE CONTRACTOR SHALL IMMEDIATELY REPORT SAID 'CONFLICT TO THE CITY ENGINEER FOR RESOLUTION. FIRE PROTECTION: 15. APPROVED SOIL STER`ILANT IS REQUIRED UNDER ALL NEW ASPHALT PAVEMENT PRIOR TO PLACEMENT. PRIOR TO CONSTRUCTION CONTRACTOR SHALL SUBMIT A RESTROOM BUILDING FIRE SPRINKLER PLAN 16. ALL EXPOSED CONCRETE SURFACES SHALL CONFORM IN GRADE, COLOR AND FINISH TO MATCH EXISTINGR IN ACCORDANCE A-1 WITHNFP SFO ORDINARY RD ARY HAZARD GROUP 1 FOR APPROVAL BY CONCRETE. THE SAN BE'RNARDINO COUNTY FIRE AGENCY. 17. NO CONCRETE SHALL BE PLACED UNTIL THE FORMS AND REINFORCING STEEL HAVE BEEN PLACED, INSPECTED AND APPROVED. FRE PROTECTION: 18. THE WALLS AND FACES OF _ EXCAVATIONS GREATER THAN FIVE (5) FEET IN -DEPTH SHALL BE PRIOR TO CONSTRUCTION CONTRACTOR SHALL SUBMIT A RESTROOM BU[LDING FIRE SPRINKLER PLAN ,.ALL GUARDED BY SHORING, SLOPING OF ' THE GROUND OR OTHER APPROVED MEANS PURSUANT TO THE IN ACCORDANCE I A-1 . E W TH NFPA-13 FOR ORDINARY HAZARD GROUP 1 FOR APPROVAL BY REQUIREMENTS OF THE DIVISION OF INDUSTRIAL SAFETY OF THE STATE OF CALIFORNIA. TRENCHES MESS THE SAN BERNARDINO COUNTY FIRE AGENCY. THAN FIVE (5) FEET SHALL ALSO BE GUARDED WHEN THE POTENTIAL EXISTS FOR GROUND MOVEMENT. 19. THE CONTRACTOR SHALL OBTAIN A PERMIT TO PERFORM EXCAVATION 0R TRENCH WORK FOR TRENCHES 5 FEET OR GREATER IN DEPTH FROM THE CALIFORNIA STATE DIVISION OF INDUSTRIAL SAFETY. 20. NO TRENCH BACKFILL SHALL TAKE PLACE WITHOUT PRIOR APPROVAL OF THE CITY INSPECTOR. 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. IT SHALL BE THE RESPONSIBILITY OF THE CONTRACTOR TO MAINTAIN BARRICADES, DELINEATORS OR OTHER TRAFFIC CONTROL AT ALL TIMES. AC ASPHALT CONCRETE ANG PT, <PT ANGLE POINT BC BEGINNING OF CURVE BVC BEGINNING OF VERTICAL CURVE BW BACK OF WALK CL CENTERLINE, CLASS CMP CORRUGATED METAL PIPE CONC CONCRETE CLM&C CONCRETE MORTAR LINED AND COATED DIA, 0 DIAMETER DWG DRAWING EC END OF CURVE EG EXIST GROUND ELEV ELEVATION EP EDGE OF PAVEMENT EVC END OF VERTICAL CURVE EXIST EXISTING FL FLOW LINE FS FINISHED SURFACE FT FEET GAL GALLON GPM GALLONS PER MINUTE IEj INV INVERT ELEVATION INT INTERSECTION IRRIG IRRIGATION LT LEFT (OF CENTERLINE/BASELINE) MAX MAXIMUM MFG MANUFACTURER MH MANHOLE MIN MINIMUM N.C.N. NO COMMON NAME OG ORIGINAL GROUND O.C. ON CENTER PC POINT OF CURVATURE PCR POINT0 'F CURB RETURN PIV POINT OF INTERSECTION VERTICAL CURVE PL PROPERTY LINE P'P POWER POLE PSI S POUNDS PER SQUARE UARE INCH PT POINT OF TANGENCY PUC PUBLIC UTILITIES COMMISSION PVC POLYVINYL CHLORIDE PVMT PAVEMENT RCP REINFORCED CONCRETE PIPE ROW RIGHT OF WAY RR RAILROAD RT OF RIGHTCENTERLINE BASELINE � CENTERLINE/BASELINE) SCH SCHEDULE SD STORM DRAIN STD. DETAIL STD. PLAN CITY OF FONTANA ENGINEERING DIVISION STANDARD DRAWINGS GS TC TOP OF CURB TG TOP OF GRATE TYP TYPICAL VC VERTICAL CURVE VCP VITRIFIED CLAY PIPE W/ WITH f PLUS OR MINUS � AT L/2 MID POINT CURVE L/4 QUARTER POINT CURVE (XXX.XX) EXISTING ELEVATION EtJ W> It z SHEET T-2 / OF SHEETS 0 w W z J to a- 3 LL � p U 0 0 DRAWING SHEET T-2 / OF SHEETS NONE