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HomeMy WebLinkAbout6095-1STREET & STORM DRAIN IMPROVEMENT PLANS SIERRA AVE. AND SAN BERNARDINO AVE. GENERAL NOTES CITY OF FONTANA 1. ALL WORK SHALL BE IN ACCORDANCE WITH THESE PLANS, THE CITY OF FONTANA STANDARD PUNS THE CONTRACT PROVTSMS AND THE STANDARD SPEORCATONS FOR PUBLIC WORKS CONSTRUCTION ("GREEN BOOK-). ALL REFERENCE SPEgRCATIONS AND STANDARDS SHALL BE THE LATEST EDITION UNLESS OTHERWISE NOTED. 2. WHEN A TECHNICAL CCNFUCT IS FOUND TO EXIST IN THE CONTRACT DOCUMENTS THAT CAN NOT BE RESOLVED BY REFERENCE TO PRECEDENCE PROVISIONS IN ME 'GREEN BOOK'. THE CONTRACTOR SHALL IMMEDIATELY REPORT SAID CONVICT TO THE CITY ENGINEER FOR RESOaNION. 3. ALL MATERIALS MO METHODS ARE SUBJECT TD THE APPROVAL OF THE CITY ENGINEER. 4. CONSIRUCTON PERMITS SHALL BE OBTAINED FROM THE CITY OF FONTANA COMMUNITY DEVELOPMENT DEPARTMENT. ENGINEERING DIMSON 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 UNITS. CALL (909) 35O-7810. 5. THE CONTRACTOR SHALL CONFORM TD ALL TRAFFIC CONTROL POLICIES, METHODS AND PROCEDURES DESCRIBED IN THE STATE OF CAUFORNIA MANUAL OF TRAFFIC CONTROLS, LATEST NON -METRIC EDITION UNLESS OTHERWISE DIRECTED BY THE CITY TRAFFIC ENGINEER. 6. IT SHALL BE THE RESPONSIBIUTY OF THE CONTRACTOR TO MAINTAIN BARRICADES, DEUNEATORS OR OTHER TRAFFIC CONTROL DEVICES AT ALL TINES. J. THE CONTRACTOR SHALL OBTAIN A PERMIT TO PERFORM EXCAVATION OR TRENCH WORK FOR TRENCHES 5 FEET OR GREATER IN DEPTH FROM THE CAUFORNIA STATE DIM90N OF INDUSTRIAL SAFETY. S. THE WALLS PAID FACES OF ALL EXCAVATIONS GREATER THAN FIVE (5) FEET IN DEPTH SHALL BE GUARDED BY SHMING, SLOPING OF TIE GROUND CR OTHER APPROVED MEANS PURSUANT TU THE REQUIREMENTS OF THE DIMSION OF INDUSTRIAL SAFETY OF THE STATE OF CAUFORNIA. TRENCHES LESS THAN FIVE (5) FEET SHALL ALSO BE GUARDED WHEN THE OTENTIAL EXISTS FOR MOUND 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 LOCATONS OF UTUTES SHOWN HAVE BEEN DETERMINED FROM AVNLABLE INFORMATION, HOWEVER, IT SHALL BE THE RESPCNSIBIUTY OF THE CONTRACTOR TO DETERMINE, IN THE REM, THE TRUE LOCATION AND ELEVATION OF ANY EXISTING UTIUTES, AND TO EXERCISE PROPER PRECAUTOM TO AVOID DAMAGE THERETO. THE CONTRACTOR SHALL CONTACT UNDERGROUND SERVICE ALERT AT 1-800-227-2800 TWO WORKING DAYS BEFORE EXCAVATION. 11. THE CONTRACTOR SHALL COORDINATE CONSTRUCTON WITH ALL UTILITY COMPANIES INCLUDING, BUT NOT UNITED TO. GAS, TELEPHONE, ELECTRIC, CABLE TELEVISION. LANDSCAPING. LANDSCAPE IRRIGATION. DOMESTIC WATER. RECLAIMED WATER, SEWER. STORM DRAIN. ROOD CONTROL AND CAI -TRANS. ALL UTUTY COMPANIES SHALL BE GIVEN TWO WORKING DAYS NOTICE PRIOR TO WORK AROUND THBR FACIUTES. 12. TIRE 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. ADEOUAM CONSTRUCTION CONTROL STAKES SHALL BE SET BY THE ENGINEER TD ENABLE THE CONTRACTOR TO CONSTRUCT THE WORK TO THE PLAN GRADES. THE CONTRACTOR SHALL BE RESPONSBLE FOR THE PRESERVATION OF BENCHMARKS AND CONSTRUCTION CONTROL STAKING DURING CONSTRUCTION. 16. THE CONTRACTOR SHALL NOT DISTURB EXISTING SURVEY MONUMENTS, MONUMENT TO OR BENCH MARKS WITHOUT PRIOR NOTIFICATION TO THE CITY ENONEER. 17. REMOVAL AND REPLACEMENT OF EXISTING SURWYCONTROL, INCLUDING SURVEY MONUMENTS, MONUMENT TIES AND BENCH MARKS, SHALL BE DONE BY A REGISTERED CIVIL ENGINEER OR UCENSED LAND SURVEYOR. SURVEY MONUMENTS THAT WILL BE DESTROYED AS A RESULT OF THIS CONSTRUCTION SHALL BE REPLACED. THE CONTRACTOR SHALL NOTIFY TIE ENGINEER ONE WEEK PRIOR TO CONSTRUCTION SO THAT TIES TO MONUMENTS CAN BE ESTABUSHED FOR IATER REPLACEMENT OF THE MONUMENT. 18, THE CONTRACTOR SHALL MANTAIN ACCESS MR LOCAL RESIDENTS AND BUSNESSES AT ALL TIMES. A MINIMUM 12 FOOT LANE SHALL BE MAINTANED 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 AOEOIATE 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 IT BE DEPOSTED ONTO PUBLIC OR PRIVATE PROPERTY ADJACENT TO THE RIGHT OF WAY DURING CONSTRUCTION WITHOUT PRIOR WRITTEN APPROVAL - NO FRENCH SACKFUL SHALL TAKE PLACE WITHOUT PRIOR APPROVAL OF THE CITY INSPECTOR. 21 A GEOTECHNICAL ENGINEER SHAH CERTIFY ALL BACKFILL COMPACTION. FAIWRE TO OBTAIN THE REQUIRED GENSTY SHALL REQUIRE RE -WORKING OF THAT PORTION OF THE WORK UNTIL THE SPECIFIED DENSITY IS OBTAINED. 24. CARE SHOUW BE TAKEN TO PREVENT GRADES, DITCHES, AND SWALES FROM UNDERMINING STREET IMPROVEMENTS UPON INSPECTION OF THE STE, THE CITY ENGINEER MAY REQUIRE TEMPORARY NON-ERCOEABIE -ES ENTERING OR LEAVING IMPROVEMENT& 211 THE FINAL LOCATON AND WDTH OF DRIVEWAY APPROACH APRONS SHALL BE APPROVED AT THE TIME OF CONSTRUCTION AND SHALL CONFORM W THE CITY OF FONTANA STANDARD DETAILS. 25. ALL EXPOSED CONCRETE SURFACES SHALL CONFORM IN GRADE COLOR AND FINISH W MATCH EXISTNG CONCRETE. 27. THE SEWER CONTRACTOR SHALL STAMP AN 'S' IN THE FACE OF THE CURB AT THE LOCATION OF THE SEWER LATERAL 2& NO CONCRETE SHALL BE PLACED UNTIL THE FORMS AND RONFORUNG STEEL HAVE BEEN PLACED, INSPECTED AND APPROVED. 29. ALL UNDERGROUND UTUTES SHALL BE INSTALLED, TESTED AND APPROVED PRIM TD PAVING OF STREETS 30. APPROVED SOL SIFRILANT IS REWIRED UNDER ALL NEW ASPHALT PAVEMENT PRIOR TO PLACEMENT. 31. PAVEMENT STRUCTURAL SECTIONS SHOWN ARE MINIMUM AND SUBJECT TD REVISION AND APPROVAL OF THE CITY ENGINEER AS DETERMINED BY SOB 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 31 ALL MANHOLES. CLEANOUT FRAMES COVERS AND VALVE BOXES SHALL BE RAISED TO FINISHED GRADE BY THE PAVING CONTRACTOR UPON COMPLETION OF PAVING. 34. UPON COMPLLTON OF CONSTRUCTION, CONTRACTOR SHALL RESTORE ALL SIGNING, STRIPING, BARRIUDES, AND OTHER TRAFFIC CONTROL DEMCES TO THE SAIISFACTON OF THE CITY TRAFFIC ENGNEER. 3S CONTRACTOR SHALL RELOCATE AND/CR REPLACE LANDSCAPING, SPRINKLERS AND SIDEWALKS AFFECTED BY THE CONSTRUCTION TO THE SATSFACTON OF THE CITY ENGNEER. 36. AS - BUILT ORAWNGS SHALL BE PROVIDED BY THE CONTRACTOR TO THE ENGINEER OF RECORD, WHO SHALL PROVIDE RECORD DRAWINGS TO THE CITY ENGNEER. BENCHMARK CITY OF FONTANA 1 BENCHMARK NO. 428 ��� ��� OANM: NAVD 1828 ELEVATOR: 1l EZ19 FEET DESCRIPTION: TOP OF FIRE HYDRANT NW CORNER KEMPSTER & SAN '@ BERNARDINO DIAL BEFORE (THE ELEVATGTS SHOWN HEREON-1100.00 FEET MGM ACTUAL YGU DIG BENCHMARK) - - LEGEND a F.H. = FIRE HYDRANT Q ELEC VAULT = ELECTRIC VAULT TC =TOP OF CURB 5TLT = STREET UGHT • WV = WATER VALVE R = FLOW UNE TRFSG = TRAFFIC SIGNAL OSMH = SEWER MANHOLE TO = TOP OF BERM = SIN OSDMH = STORN DRAIN MANHOLE FS = FINISH SURFACE ■ PB - PULL BOX ■ WN - WATER METER TO - FINISH OR GE OTELNH - TELEPHONE MANHOLE BW = BACK OF MILK ■ YELPED = TELEPHONE PEDESTAL W P - POWF PCLE ® PROP AC PAVEMENT ■ ME = MAIL BOX S/W - SITEWALK SHEET INDEX: SHEET INDEX N.T.S. 1 -TILE SHEEP 2- GENERAL NOTES 3 - GENERAL SECTIONS 4 - NOS AND DETAILS 5-DTEENWTON PLAN -SIERRA AVENUE 6 - DEMO -TON PLAN- SAN BERNARDINO AVENUE BASED ON THE CENTERUNE CONSTRUCTION NOTES: O1 CONSTRUCT 8' CURB AND GUTTER PER CITY OF FONTANA SM. PLAN 10M O CONSTRUCT CURB RETURN ACCESS RAMP PER CITY OF FONTANA STD. PLAN MG3. SPECIAL INSPECTION REQUIRED FM CURB ACCESS RAMP. ®CONSTRUCT CURB RETURN ACCESS RAMP PER SPP. SM. PLAN 111-5. CASE B. TYPE 1. O CONSTRUCT LOCAL GEPRE9ON PER CITY OF FONTANA SITU. PLAN 300, CASE B, H-4'. © CONSTRUCT CURB OPENING CATCH BASIN PER CITY OF FONTANA SIT. PLAN 3004, W-21', V-A75'. OJ INSTALL 24' RCP STORM DRAIN 135O D AND TRENCH PER CITY OF FONTANA STANDARDS. O CONSTRUCT CONCRETE COLLAR PER RCP PER CITY OF FONTANA STD. PLAN 3022, AND CONNECT TO EMSTNG 24' STORM DRAIN PIPE, PER INVERTS SHORN HEREON. O CONSTRUCT ).S ASPHALT PAVEMENT PER CITY OF FONTANA SIT. PLAN 40q T=11. 10 GRIND AND OVERLAY ASPHALT PER CITY OF FONTANA STD. MG. 11 CONSTRUCT COMMERCIAL DRIVEWAY PER CITY OF FONTANA SIT. 1001. MODIFIED WIDTH PER PLAN.. 12 RECONSTRUCT EXISTING PARKWAY DRAIN PER SPPWC STD. 151-Z INLET TYPE 2, 5-2e. 13 RECONSTRUCT EXISTING FREE WELLS PER SEPARATE IRRIGATION PLAN AND PERMIT. O CONSTRUCT CROSS CUTTER PER CITY SM. PLAN 403. O EXISTING STREET UGHT TO BE REMOVED AND INSTALL NEW STREET PER CITY STD. SCE UGHT 404, MATERIAL NO. 040-00121, AMSRON POLE NO. 1C1-28(0114). FOUNDATION POLE DESIGN TO BE APPROVED BY SCE. RELOCATE EXISTING WATER METER BOX PER SEPARATE SGVWC PLANS AND PERMIT. SHORN FOR REFERENCE. EXISTING WATER SERMCES TO DUNKIN DONUTS PROPERTY SHALL NOT BE DISRUPTED. O RELOCATE EXISTING FIRE HYDRANT. PER SEPARATE SGVW: PLANS AND PERMIT. SHOWN FOR REFERENCE. HOB PROPOSED WATER SERVICES PER SEPARATE SGVWL PLANS AND PERMIT. SHOWN FOR REFERENCE © RELOCATE EXISTING WATER DOMESTC AND IRRIGATON WATER BACKFLOW PREVENTER PER SEPARATE PERMIT. CONTRACTOR SHALL NOT DISRUPT SERVICE TO THE EXISTING DUNKIN DONUTS BUILDING. REMOVE DISPOSE OF GUTTER SIDE ,µDRIVEWAYS, CURBEXISTINGD RAMP WHMA PAAND AS BASE, AND PREPARE SUBBASE PER CITY OF FONTANA REQUIREMENTS ®RELOCATE MY EXISTING IRRIGATION CCNTRW VALVES, BOXES. AND LANDSCAPE AS NECESSARY TO CONSTRUCT PUBUC IMPROVEMENTS WITHIN THE LTTYS RIGHT OF WAY. REFER TO SEPARATE LANDSCAPE PLANS ® PROTECT IN PLACE © LANDSCAPE PARKWAY PER SEPARATE LANDSCAPE AND IRRIGATION PLANS. © CONSTRUCT PARKWAY GRAN PER SPPWC SM. 151-2. INLET TYPE Z 5=4T (UNLESS OTHERWSE NOTED); ANGLE=451UNLESS OTHERWISE NOTED). ® CONSTRUCT 4' THICK SIDEWALK PER CITY OF FONTANA SIT. PLAN 1006. ©9 RECONSTRUCT MODIFIED DRIVEWAY PER CITY OF FONTANA SIT. PLAN 1001. MATCH EXISTING DRIVEWAY WDTH OF 2'. ©p RECONSTRUCT PORTON OF CONCRETE DRIVEWAY PER UMITS SHOWN HEREON. AND PER CITY STD. PLAN 1001.5 CIVIL ENGINEER %LE K EWXWIFWWPi pIC r@SAT » eMHOI Wcw. pas RCWBA UHwA CA 92&tl (PT)SWJ-J80J COITACI.' KpA@RLY M'WNSOK PE QUANTITY: 55) LF. 2 EA. 2 EA. 1 EA. 1 EA. 15 LF. 1 EA.