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HomeMy WebLinkAbout6350-1GENERAL NOTES 1. NL WORK SHALL BE IN ACCORDANCE WISH THESE PLANS, THE CITY OF FONTANA STANDARD PLANS, THE CONTRACT PROVISIONS ALAI THE STANDARD SPECROS' APOR PUBLIC WO RKS CONSTRUCTION I -(WEEK SOOM'L 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 SE RESOLVED BY REFERENCE TO PRECEDENCE PROVISIONS IN THE'GREENBOOM, THE CONTRACTOR SHALL IMMEDIATELY REPORT MID CONFLICT TO THE CITY MOINEM FOR RESOLUTION 3. ALL MATERIALS AND METHODS ARE SUBJECT TO THE APPROVAL OF THE CRY ENGINEER. < CONSTRUCTION PERMITS SHMLL SE OBTAINED FROM THE COY OF FONIANA COMMUNITY DEVELOPMENT DEPARTMENT, ENGINEERING DIVISION PRIOR TO THE START OF ANY WORK INSPECTION COORDINATION SHALL BE REQUESTED AT LEAST TWO WORKING SAYS NOR TO THE START OF ANY WORK IN PUBUC RIGHTLOFAYAY WITHIN THE MY LIMITS. CALL SIMS 350.T610. 5, THECONRACTOR 9IIAJL CONFORM TO A TRAFFIC CONTROL POLICIES, METHODS AND PROCEDURES DESCRIBED MI THE STATE OF CALIFORNIA MANUAL OF TM71C OOMML$ LATEST NONMETRIC EDITION UNLESS OTHERVSE DIRECTED BY THECITYTRAFFICENOINFER e. IT SHALL BE THE RESPONSIBILITY OF THE CONTRACTOR TO MNNTNN BARRICADES, OELINEATORS OR OTHER TRAFFIC C W ITROL OEVICES AT ALL TIMES. I. THE CONTACTOR SHALL OBTAIN A PERMIT TO PERFORM EXCAVATION OR TRENCH WORK FOR TRENCHES 6 MET OR GREATER IN DEPTH FROM THE CAUFORMA STATE MASION OF INDUSTRIAL SAFETY. S. THE WAIL4 AND FACES OF ALL EXCAVATIONS GREATER THAN FIVE (5) FEET IN DEPTH SHALL BE GUARDED BY SHORING, 40 M OF THE GROUND OR OTHER APPROVED MEANS PUReWM TO THE RMILVREMEMB OF THE DIVISION OF INDUSTRIAL SAFETY OF THE STATE OF CALIFORNIA, TRENCHES LESS THAN FIVE (51 FEET SHAM ALSO BE GUARDED MEN THE POTENTIAL EXISTS FOR GROUND MOVEMENT. B. NO MATERIAL OR EOUIPMEW SHALL BE STORED IN THE PUBLIC SIGHT OF WAY WITH. OBTAINING A SEPARATE PERMIT FORTHIMPNRPOSE. 10. THE LOCATIONS OF URUTIM SHOfM HAVE BEEN DETERMINED FROM AVAILABLE INFORMATION. HOWEVER, IT SHALL BE THE RESPONSISUTY OF THE CONTRACTOR TO DETERMINE, IN THE FIELD, THE TRUE LOCATION AND ELEVATION OF ANY OUSTING UTRIDES, AND TO EXERCISE PROPER PRECAUTION TO AVOID DAMAGE THERETO, THE CONTRACTOR SIMLL CONTACT UNDERGROUND SERNCE ALERT AT ILKIN T-RCA TOO NURSING SAYS BEFORE EXCAVATION. 11. THE CONTRACTOR SHALL COORDIWTE CONSTRUCTION MH ALL UTILITY COMPANIES INCLUDING, BUT NOT UNITED TO, GAS, TELEPHONE. EUMTMC, CABLE TELEVISION. LANAM DSCNG, LANDSCAPE IRRIGATION, DOMESTIC WATER RECWMM WATER, SEWER, STORM DRAIN, FLOOD CONTROL AND CAWRAIM ALL UOI COMPANIES SHALL BE GIVEN TWO WORKING DAYS NOTICE PROR TO WVRKAMLMD THEIR FACIUTIEB, 12. THE CONTRACTOR SWILL NOT OPERATE ANY FIRE HYDRANT M WATER MAIN VALVES VATHOUT APPROPRIATE AGENCY AUTHORIZATIM. CONTRACTOR S"M COOMINATE WITH THE APPROPRIATE WATER COMPANY FOR VALVE OPERATION ANDVMTER REQUIREMENTS. 1S. CURVE DATA REFERS TO THE FACE OF CURB. 14. STATIONING REFERS TO THE CEMERUNE OF STREETS EXCEPT WHERE OTHER BE NOTED. 15. ADEQUATE CONSTRUCTION CONTROL STAKES SHALL BE EST W THE ENGINEER TO ENABLE THE CONTRACTOR TO CONSTRUCT THE WORK TO THE PLAN GRADES THE CONTRACTOR SHALL BE RESPOMBLE FOR THE PRESERVATION OF BENCHMARKS AND CONSTRUCTION CONTROL SLAKING WRING CONSTRUCTION. 1B. THE CONTRACTOR SHALL NOT DISTURB MISTING SURVEY MONUMENTS, MONUMENT TEB OR BENCH MARKS WITHOUT PRIOR NOTIFICATION TO THE CITY ENGINEER. 17. REMOVAL AND REPUCEMEM OF EXISTING SURVEY CONTROL INCLUDING SURVEY MONUMENTS, MONUMENT TIES AND BENCH NATURAL SHALL BE DONE BY REGISTERED CIVIL ENGINEER OR UCENSED LAND SURVEYOR. SURVEY MONUMENTS THAT W LL BE DESTROYED AS A RESULT OF THIS CONSTRUCTION SHALL BE REPLACED. THE CONTRACTOR SMALL NC T F THE ENGINEER ONE WEEK PRIOR TO CONSTRUCTION 80 THAT TIES TO MONO MEMS CAN BE ESTABLISHED FOR LATER REPLAOEMEND OF THE MONUMENT. 10, THE CONTRACTOR SHALL MAINTAIN ACCESS FOR LOCAL RESMEMS AND BUSINESSES AT ALL TIMES. A MINIMUM 12 FOOT LANE SIIAI.L 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 MST CONTROL, INCLUDING ADEQUATE VATERING. AT.TIMES. 20. AILGRP OPERATCNSWH LBEDISCON MEONNENBUUAINEDWNOVELOCIIE$UCEED25 WLESFERHOUR. P. THE CONTRACTOR SHALL MT CADRE ANY EXCAVATED MATERIAL, MUD, SILT OR DEBRIS TO BE DEPOSITED ONTO PUBLIC OR PRWATE PROPERTY ADJACENT TO THE RIGM-0E-WAY DURING CONSTRUCTION MHCUT PRIOR ARMEN APPROVAL. M2 NO TRENCH BACK9MSHAM TAKE PLACE WITHOUT PRIOR APPROVAL OF THE CRY INSPECTOR. MJ A OEOTECHNICAL ENGINEER SHALL CERTIFY ALL BACKFILL COMPACTION. FAILURE TO OBTAIN THE REQUIRED DENSITY SHALL REQUIRE REYARgNG OF THAT PORTION OF THE WORK UNTIL THE SPEN RED DENSIM IS OBTAINED. 24. CARE SHOULD BE TAKEN TO PREVENT GRADES, DITCHES, AND SW%1iM FROM UNDERMINING STREET IMPROVEMENTS. UPON MBPECTION OF THE SITE, THE CM ENGINEER MAY REQUIRE TEMPORARY NON£RODEABLE SVALES ENTERING OR REANNOIMPROVEMENTS. 26. THE FINAL LOCATION AND VAOTH OF DRIVEWAY APPROACH APRONS SHALL BE APPROVED AT THE TIME OF CONSTRUCTION AND SALL CONFORM TO THE CITY OF FONTANA STANDARD DETAILS, 26, NLEXPCOED CONCRETE SURFACES SMALL CONFORM IN GRACE, COLOR AND FINISH TO MATCH EXISTING CONCRETE. 27. THE SEWER CONTRACTOR SHAM STAMP AN W 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 "CEO, INSPECTED AND APPROVED. sA ALLUNDERGROUND UTIUTIES SHAM BE INSTALLED. TESTEDAND APPROVED PRIOR TO PAWNGOF STREETS. 30. APPROVED SOLSTBRILAW IS REQUIRED UNDERATNEWAWHALT PAVEMENT PRIOR TOMCEMENT. 31. ALL MANHOLE, CLGNOJT FRAMES, COVERS AND VALVE BOXES SMALL. BE RAISED TO FINISHED GRADE W THE PAYING CONTRACTOR UPONCOMPLETIM OF PAYING, 32, WON COMPLETION OF CONSTRUCTION, CONTRACTOR SHAM RESTORE ALL SIGNING, STRIPING, BARRICADES. AND OTHER TRAFFIC CONTROL DEVICES TO THE SATISFACTION O THE CITY TRAFFIC ENGINEER. M. CONTRACTOR SNAM RELOCATE ANDIOR REPLACE LANDSCAPING, SPRINKLERS AND SDEWAUM AFFECTED BY THE CONSTRUCTION TO THE SATISFACTION OF THE OTY ENGINEER. M. AS-0NLT DRAWINGS SIMLL BE PROVIDED BY THE CONTRACTOR TO THE ENGINEER OF RECORD, WO SHALL PROVIDE RECORD DRAWINGS TO THE CITY ENGINEER. DRU�Z-� BEFORE TGAArsvapRLFX YDO DIG vGl mB HILL Toe 1-Bp0-2ET-26 0 A RAM 5@na N waFFANo SERNa MGT CITY OF FONTANA STREET IMPROVEMENTS RANDALL AVENUE PROJECT CATAWBA AVENUE TO CITRUS AVENUE MEMWLLAVE PROJECT G LOCATION RM.MAVE 6 P-FL ('O BAH BERNARDIXO AVE s 6 � a VALLEY BLVD 1-10 VICINITY MAP N T.B. ABBREVIATIONS AC ASPHALT CONCRETE FL FLIXNLINE R RADIUS SC BEGINCURVE FS FINISHED SURFACE ITT RGHF BCR WGINCURBRETURN GB GRAGE.FRAN PM' RIGHTOFWAY BW RACKCFWALK OR COS METERISERVICE BB ,EWES CSG CUMANDGUITER ICY MRIGATICNCONTROI-MVE 9D STORM GRAIN OF CURB FACE L LENGTH BL STREET LOW CL CENTERLINE UP UPOFGURER SO SOUTH OF CLF CININLNKFENCE LT LEFT STD STANDARD DAY ORNEWAY MB MAILBOX SW SIDE VAIN W ENDOURVE MN MANHOLE W TOP OF CURB ECR END CURB RETURN MO NORTH OF TEL TELECOMMUNICATION ELEC ELECTRUDI PB POLL BOX TB TRAFFIC SIGNAL FIG MST. PCC PORTLAND CEMENT CONCRETE TYP TYPICAL EP EDGE OF PAVEMENT PP POWER MOR WN WEST OF EX E(G ING PROP PROPOSED NN WATER VALVE FH FIRE WDSAM LEGEND GENERAL MANHOLE - — STREET CEMERUNE SEWER MANHOLE - - — PROPERTY UNEM1OT ONE STORM OWN MANHOLE - - — RIGMAF-WAY P IRRIGATION CONTROL VALVE --- ----- EXISTING ELECTRICAL ONE WATER VALVE ----C -- EXISTINGGASUNE WATER METER ----- ---- EXIW7NO SEWER ONE GENERAL CABINET - - — - EXISTING STORM DRUM ONE MIMING TELECOMMUNICATIONS LINE GENERAL PULL BOX _ __- FASTING WATER ONE STREET UGWING PULL BOX PROPOSED CONCRETE IMPROVEMENTS �5 TRAFFIC SIGNAL PULL SOX MAILBOX PROPOSED CURB RETURN ACCESS RAMP UMITB FIRE HYDRANT PROPOSED TRUNCATED DOMES POWER POLE CONSTRIJI PAVEMENT. _- WYWIRE O SEEPLANFORPAVEMENTOEPTH. COIDMUL 2' MIN.EASIMACPAVEMENT. .�. SIGN ® PLACE T MIN. AC OVERRAN. --- {] STREET U. REMOVE IX. AC PAVEMENT, TRAFFIC SIGNAL CONSTRUCT ds' AS CDMPACTEDNATIVEWPAVEMENT BGADE OVER 95% • TREE ® MADE EX. TO MATCH NEW CONCRETE ELEVATIONS. ® PROMRTYAODRESS INSTALL TURF AND MON" IRRIGATION TO MATCH EXISTING. SHOULD CONSTRUCTION OF THE REQUIRED IMPROVEMENTS NOT COMMENCE WITHIN TWO YEARS OF THE DATE OF APPROVAL SHOWN HEREON AND CARRIED FORTH IN A DILIGENT MANNER, THE CITY ENGINEER MAY REQUIRE REVISIONS TO THE PLANS TO BRING THEM INTO CONFORMANCE WITH d.. Y' STANDARDS IN EFFECT. PROTECT IN PLACE, RON A8 NW EO ON PLAN ADJUST TO GRACE. I IEM AS NOTED ON FLAN. RELOCATE EXISTING ITEM AS NOTED ON PLAN. SAWCUT AND REMOVE MISURO AC CURE SAWCUT AN REMOVE EXI PCC CURB AND DUTIES. REMOVE EXISTING MC CURB RETURN ACCESS RAMP (DEPTH VARIE51. REMOVE EXISTING FOG SIOEWNX DEPTH VARIES). NEWS CURB ANDOUR OVER05%COMPACTEONATIWMPCITYOFFONTARASTD,RANM. 10M 10 CONSFRUCT NEW V CURB AND CURER OVER 95% COMPACTED NATIVE PER CRY OF FONTANA MO. PLAN M. 1N0. 11 CONSTRUCT NEW DEPRESSED RESIDENTIAL DRIVEWAY OVER 0% SOMPACTED SAME PER CITY OF FONTANA STOP PLAN NO.1001, CURSANACEMSOEWUKS. U CON8TRUCTNEWRESIDEWMLDMVEWAYOVER85%COMPACTEDMA FERCIWCFFOMAMISM.PLAN NO, 101, PARKWAY ADJACENT SIDEWALKS. T CONSTRUCT NEWFCC CURB RETURN ACCESS-1 OVER N% COMPACTED NATIVE. STANOAM, CASE. AND TYPE PER DETAIL 15 CONSTRUCT RETAINING CURB TO HEIGHTS AS INDICATED ON PLAN PER CITY OF FONTANA STO. PLAN NO. 1. PINT RETAINING CURD YELLOW. I6 INSTALL TRUNCATEO MM ES PER CITY OF FONTANA $TD. PUNT W.1 CN. 10 CONSTRUCT NEW PCC SIDEWALK OVER 95% COMPACTED NATIVE PER CITY OF FONTANA STD, PUN NO. 1 M. 12 CMURUCT NEW SPANDREL AND GROUND CURER OVER 95% COMPACTED NATIVE PER CRY OF FONTANAMO PLANNB^M5-"STo 1] CONSTRUCT UNUER SIDEWALK BRAIN PER CRY OF FONTANA BID. PUN NO. Aid'. 13 COLD MILL EXISTING M PAVEMENT T. CONSTRUCT®NEW PCIA CNCCUUMa ONSTRUCT CURB MONOLITHIC WITH CROSS GUTTER SPANDREL PER CITY OF OWANAST ©f EXCAVATE EXISTING IMPROVEMENTS FOR PROPOSED SPANDREL AND CROSS GUTTER. ® 8ANCUT AND REMOVE EXISTING AC AND NATIVE TO ACHIEVE REQUIRE. THICKNESS PER CONTRACT PROJECT PUN, ® CONSTRUCT T MINIMUM AC PAVEMENT, ® CONSTRUCT PAS PAVEMENT OVER 95%COMPACTED HADW SUBGPADE AT THE BACK OF DRIVEWAY. ® CONSTRUCT r Me OVER 55%COMPACTED NATIVE SUSGRADE AT THE BACK OF DRIVEWAY. ® CONSTRUCT T' AC IC HPG TO-10) SURFACE COURSE OVER A.T AC BUS 70-10) BASE COURSE. CONSTRUCT AS OVER 95% COMPACTED NATWE SUBMAOE. O GRACE EXISTING NAIVE TO MATCX NEW CONCRETE ELEVATIONS. ® INSTALL TURF AND MODIFY IRRI W TION TO MATCH EW BANG. ® INSTALL METAL GUARD RAIL ON TCP OF RETAINING CURB PER MPAD STOP PLAN NO. B%N, TYPE A SHEETINDEX AS BOIL -' - BIIM Np. DESORPTION 1 TITLE SHEET 2 STREET CROSS SECTIONS SS DRIVEWAY DER ANO CURB DAMP DEtNLB 0 DRIVEWAY DETAILS A STREETIMPROVEMENTMANS DATE: Y LS >. DRAWING NUMBER PROJECT.2N--ol� N81 STMETIANRONTERMEW PLAN PLAN 351 SIGNING 'AND STRM F T BIIa SIGNATURE. BENCHMARK ELEVATIONS SHOWN HEREON ARE BASED UPON A MMSUREMEW TAKEN OF A FIRE HYDRANT TOP. LOCATED AT THE NORTHWEST CORNER O THE INTERAPSRIM OF OF HAWTHORNE AVENUE BCATAWBA AVENUE BENCHMARKA14 PER CITY OF FOMAIA CONTROL POINT DATABASE ELEVATION: 1152.55' BASIS OF BEARING THE BASIS OF BEARINGS FOR THIS PROJECT WHICH ME SHOWN HEREON ME PRE RASED UPON A UNE BETWEEN MO NUM ENT'W WHICH IS A NAIL AND WASHER AT THE RCERSE7SI OF RANDALL AVENUE M- OLEANDER AVENUE AND MONUMENT-B' WHICH 18 ANAIL AND WASHER AT THE INTERSECTION OF RANDALL AVENUE AND SYCAMORE VINE ALONG RANDALL AVENUE SSP2BVS W BETWEEN MONUMENTS All. PER RECORD OF SURVEY 03-182 DOCUMENT M. 20MA4840I.1N BOOK 123 OF RECORD OF SURVEY, PAGE 75 ON FILE IN THE SAN BERNARDINO COUNTY, CALIFORNIA RECORDER'S OFFICE. W� COIWEARD [ssl %L tlMI1N 5TNceF. WINS bMler No. T83I1 VI ^y' Pro me6 WtlN Ths Supm10- 01 SMEETS R.C.E. 78316 JE CITRUS AVENUE