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Home My WebLink About6295-1GENERAL NOTES: 1 Al WORK SHALL BE IN ACCDROANCE mM THESE PLANS. THE CITY OF FONTANA STANDARD PLANS. THE CONTRACT PFON96NS AND THE STANDARD SPECIFCATIONS FOR PUBLIC WORKS CONSTRUCTION ('GREEN BOOK"). ALL REFERENCE SPECIFICATIONS AND S•ANDAR_S STALL BE THE LATEST EDITION UNLESS NOTED 2. WHEN A TECYINICAL CONFLCT IS FOUND TO EXIST IN THE CONTRACT DOCUMENTS THAT CANNOT BE RESIX.VED BY REFERENCE TO PRECEDENCE PRO SIGNS IN THE 'GREEN BOOK', THE CONTRACTOR SHALL IMMEDIATELY REPORT SAY CONFUCT TO THE CITY ENGINEER FOR RESOLUTION. 3. .ALL MATERIALS AND METHODS ARE SUBJECT TO THE APPROVAL OF THE CITY ENGINEER. DEPARTMENTOENGN HI SHALL BEN PRIOREDTOFME STAROM RTIY NYONTANA COMMUNIT DF_VELCPYEN' L} WORK INSPECRONTCOORDINATCN SHALL BE REQUESTED AT LEAST TkD WORKING DAYS PRIOR TO THE START OF ANY WORK IN PUBIC wGHr—OF-WAY VnMIN ME GY UMRS. Cat1 (409) 350-'DIS, CEDURES DESCRIBED IN THE STATE OF CALIFORNIA MANUAL OF TRAFFIC CONTROLS, LATEST NC '-METRIC EDITION UNLESS OTHERWISE DIRECTED BY THE CITY TRAFFIC ENGINEER, IF IT STUALL BE THE RESPONSIBLY OF THE CONTRACTOR TO MAINTAIN BARRICADES, DEUNEATORS OR OTHER TRAFFIC CONTROL DEVICES AT ALL TIMES- ) A PERMIT To PERFORM EXCAVATION OR TRENCH WORK FOR TRENCHES 5 FEET OR GREATER N DEPTH. FROM THE CALIFORNIA STATE D AS.ON OF INDUSTRIAL SAFETY. 0. THE WLS .AND FACES OF AL:. EXCAVATIONS GREATER MAN TIME (5) FEET IN DEPTH SHALL BE WARDED F ME GROUND OR OTHERA REQUIREMENTS BOF SHORING. HE C"" OF wouSTRIAL SAFETY OF THE TAM OFF CALFOUNIA, TRENCHES LESS THAN I(5) FEET SHALL ALSO BE GUARDED WHEN THE POIErNTAL EXISTS FOR GROUND MOVEMENT, 9, NO MATERIAL OR EQUIPMENT SHALL BE STORED IN THE PUBDC RIGHT OF WAY INMOJT OBTAINING A SEPARATE HER- FOR THAT PURPOSE. ID ME LOCATIONS OF UTILTES SHOWN HAVE BEEN DETERMINED FROM AVAILABLE INFORMATION, NOWETER, IT AADDLL BE THE RESPONSIBILIY OF THE CONTRACTOR O DETERMINE. ; THE FELL. THE TRUE LOCA IO THEREiOV TENEAHE CCNTRAC?ORSSNALLUCONTACT0.UNDERGROUND SRNCE ALERTCAT B11, Ti1VO WORKIA[DNG DAYS BEFORE EXCAVATION, I THE CONTRACTOR SHALL COORDINATE CONSTRUCTION WITH ALL UTILITY COMPANIES INCLUDING, BUT NOT LIMITED TG GAS TELEPHONE, ELECTRIC, CABLE TELD40N, LANDSCAPING, LANDSCAPE IRROAFGH, DOMESTC WATERRECLAIMED WATER, SEWER STORM DRAIN, FLOOD CONTROL AND CALTRANS ALL UTDTY SHALL COMPANIES BE GIO TWO WORKING DAYS NOTICE PRIOR 12, THE C—ACTOR SHALE. NOT OPERATE ANY FIRE HYDRANT OR WATER MAN VALVES WHYSUT A RATE ACENcr AurHQR zar DINE CONTRACTOR SHALL coareoruaTE mM ME AIFRePre ATE WATER COMPANY FOR AGENCY AUTrIORZATNON CONTRACTOR SHALL COORDINATE WITH THE APPROPRATE WATER COMPANY FOR V LVE OPERATION AND WATER REQUIREMENTS- 13. CURVE DATA REFERS TO THE FACE OF CURB. 11. STATIONING REFERS TO THE CENTERLINE OF STREETS EXCEPT WHERE oMERW^.SE NOTED. Is ADEQUATE CONSTRUCTION CONTROL CONTRACTOR TO CONSTRUCT ME WORK TO ME PLAN GRADES. ME CONTRACTOR SHALL BE RESPONSIBLE FOR THE PRESERVATON OF BENCHMARKS AND CONSTRUCTION CONTROL STAKING DURING CONSTRUCTION. 16, THE COT TRACTOR FHAI_ATONT DISTURB EXISTING ER VEY MONUMENTS, MONUMENT TIES OR BENCH MARKS WITHOU IX nEMOVAL AND REPLACEMENT OF EXISTING SURVEY CONTROL, INCLUDING SURVEY MONUMENTS, MONUMENT ES AND BENCHMARKS, SHALL BE DONE BY A REGISTERED GI`AL ENONEER OR LICENSED LAID SURVEYOR. SUROEY MONUMENTS THAT WILL 8E DESTROYED AS A RESULT OF THIS CONSTRUCTION CHAIDL S REPLACED. THE CONTRACTOR SHALL NOTIFY THE ENGINEER ONE WEEK PRIOR TO CONSTRUCTIONSO THAT TIES TO MONUMENTS CAN BE ESTABLISHED FOR LATER REPLACEMENT OF THE MONUMENT. MOP I2A FOOT LANE SHALL 8E MAINTAINED ATO ALL TMESENTTHENCGNSTRUCRON AATREA REA FCR RESIDENTS ADDMEMERGENCY VEHICLES, 9 ADEQUATE ONI WATERINGAAL 11111AL. TMESND MAINTAIN AN EFFECTIVE MEANS OF DUST CONTROL, INCLUDING 20, A 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 TO BE DEPORTED FON R,OR PWIiITTENOPAPPROYAL PROPERTY ADXACENT TO THE RIOiT OF WAY DURINU COINSTRUCTION WI-GHT 22, NO TRENCH BACKFTLL SHALL WE PLACE WITHOUT PRIOR .APPROVAL OF THE CITY INSPECTOR. 23- A GEOTECHNOAL ENGINEER SHALL CERTIFY ALL BACKELL COMPACTION. FAILURE TO OBTAIN THE REQUIRED DENSITY SHALL REQUIRE RE -WORKING OF THAT PORTION OF ME WORK UNTIL ME SPECIFIED DENSITY IS OBTAINED, 21. CARE SHOULD BE TAKEN TO PREVENT GRADES DITCHES. AND SWALES FROM UNDERMINING STREET IMPRO'JEMENTS, UPON INSPECTION BE THE SITE. THE CITY ENGINEER MAY REQUIRE TEMPORARY 25, THE FINAL LOCATON AND W10TH OF DRIVEWAY APPROACH APRONS SHALL BE APPRGM D A. ME TIME OF CONSTRUCTION AND SHALL CONFORM TO THE CITY OF FONTANA STANDARD DETAILS. 26- ALL EXPOSED CONCRETE SURFACES SHALL CONFORM IN GRADE, COLOR AND FINISH TO MATCH EXISTING CONCRETE. T SEWER CONTRACTOR SHA_L STAMP S IN THE FACE OF M- CURB AT THE LOCATION OF THE A SEWER 28, NO CONCRETE SHALL BE PLACED UNTIL THE FORMS AND REINFORCING STEEL HAVE BEEN PLACED. INED SPECTAND APPROVED, 29, ALL UNDERGROUND UTILITIES SHALL BE INSTALLED, TESTES J APPROVED PRIOR TO PAVING OF STREETS. _G, APMXFoB SOIL STERILANT IS REQUIRED UNDER ALL NEW ASPHALT PAVEMENT PRIOR TO PLACEMENT. UNDERGROUND SERVICE ALERT (USA) ITS THE LAW DIAL BEFORE i au Gc AT LEAST 1W BEFORE YOU 'I, CITY OF FONTANA STREET IMPROVEMENTS FOR KATHY BINKS ELEMENTARY SCHOOL SAFE ROUTES TO SCHOOL PROJECT 210 Ave a aHighland I Q N a w Walnut St Q Q I I o Baseline Ave �� ' ® PRw6GTST� VICINITY MAP NOT TO SCALE CONT. GENERAL NOTES 31. PAVEME.NT STRUCTURAL SECTIONS SHOWN ARE MINIMUM AND SUBJECT TO REIStON AND APPROVAL OF THE CITY ENGINEER AS DETERMINED BY SOILS TESTS TAKEN AFTER COMPLETION OF ROUGH GRADING, D( P1�D[c ERv D s,BM�TTED To THE cn of FONTNA FOR APPROV L UPON COMPLETION OF ROUCH GRADING. AN T FRAMES, CO SHALL BE RAISED TO FINISHED GRADE 33. 9TLTHE PAVNG CE TRACTOR UPON COMPLETION BE PAA.NG XE 3A. UPON COMPLETED OF CONSTRUCTION. CONTRACTION SHALL RESTORE ALL HONING, STRIPING. BARRICADES, AND OTHER TRAFFIC CONTROL DEHCES TO THE SATISFACTION OF THE CITY TRAFFIC ENGINEER, 35. CONTRACTOR S ALL RELOCATE AND/OR REPLACE LANDSCAPING, SPRINKLERS AND SDEWALKS AFFECTED BY THE CONSTRUCTION TO THE SATSFACTION OF ME CITY ENGINEER, 35, AS -BUILT ORAWNGS SHALL BE PROVIDED BY THE CONTRACTOR TO THE ENGINEER OF RECORD, WHO SHALL PROVIDE RECORD DRAWINGS TO THE CITY ENGINEER, CHOLILI CONO RILIC-ION OF THE REWIRED Et.PP M NOT 11 CE WI HI TWO F Si OF THE LATE OF .1 PR �L SI-OAN HTREON.I D CA R_C FnRiH N A DI UTNT NNET-IE - Na C56191 OTY LECHLER SOLI REOU-IP. REVISIONS TO THE PLANS TO D.RIVC THEM I. .0 CONK F: h1 JCE WITH E STAI ES IN EFFECT. GWL BASED ON SURVEY BY: TOPOGRAPo'ISUR C VEY I�N MEN 2022 CITY OF FONTANA, CA INEi3-23, BASED ON GEOTECHNICAL INVESTIGATION BY: EARTH MECHANICS. INC. A NEQTECHNDAL FIELD INVESTIGATION WAS CONDUCTED BY EMI IN DRAWING NUMBER 121 STREET IMPROVEMENT PLAN 6296 SIGNING AND STRIPING PLAN KKA INDEX MAP NOT TO SCALE BASIS OF BERARING: THE BEARNOD SHOWN HEREON ARE BASED UPON ME CALIFORNIA COORDINATE SYSTEM OF i983. CC—, ZONE 5, �2021IN OURSGSCODEC SE RAIDER ARE CBMRMINED LOCALLYUPONSREL08OBSERVED '.TES INTO THE FOLLOWING CALIFORNIA SPATIAL REFERENCE CENTER (CSRO) CONTINUOUSLY OPERATING REFERENCE STATIONS (COBS)- NORTHING = 1861113.56 FASTING = 6778611.36 CSR.C. CA NORTHING =A 2u-11S.>1' EASTING = 6765635.81' THE COMBI,NATON EACTGR FOR THIS PROJECT WAS APPLIED AT ME FOLLOWING POINT: NORMING s '85106A.1 a' EASTNG - B'12859O.6A' MAPPING ANGLE = 018'51.15' SCALE FACTOR = I.00005882C9 BENCHMARK: ELEVATIONS SHOW HEREON ARE BASED UPON G`YYCF FOG TANA BENCHMARK 10 t3, ELEVATION 1136.62 FEET (NAVE 88). DESCwP— CITRUS k SAN BERNARDINO PK NAIL IN LEAD - 6 6' WEST OF NW CORNER INDEX OF SHEETS: SHEET 1 -TITLE SHEET SHEET 3-5 PLANLADDEPROFILE SHEET SHEET 6 -CROSS SECTIONS SHEET I -DRIVEWAY CROSS SECTIONS CITY OF FONTANA, CALIFORNIA STREET IMPROVEMENT PLAN T SHEET SEMEN KATHY SCHOOL SAFE ROUTES TO SCHOOL PROJEcr "