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HomeMy WebLinkAbout5898-1STREET IMPROVEMENT PLANS 9928 ALDER AVENUE CITY OF FONTANA GENERAL NOTES T. _ATRUCTIo %AEN BOou'�7�A ALL REF'll I sBEaRcnnarvs AND sTANDnreos SHALL BE THE 3 ILL 11TERILS AND METHGG5 AGE ­1ECT TO TIE IIIGGIAL IF TIE CITY ENGINEER THE SSTART OF ANY WORK�ALI NSPECTI ON0111 NCCORDINATIONTHE STILLFBE IEOV FON TIN AILEDRON ATNLECRTE TWO WORKINGIILIIIINT S DAYS PRIG RIIIIINT E TO LAA INTHE START 0P ANY WOR� IN PUBLIC RIGHT-OF-WAY WITHIN THE CITY LIMITS. CALL (GAS) 350-76I0. 5- OF CALIFORNIA N OIL TRAFF LATEST CRY M IN UNITS " TLE G. IF I TER IT THE OTT TRIFF, 8, IT SHALL BE THE RESPONSIBILITY OF THE CONTRACTOR TO MAINTAIN BARRICADES, DELINEATORS OR OTHER TRAFFIC CONTROL DEVICES AT ALL CALIFOR DUN TIASTATE IHA DIVISIONOBTAIN OF INDU"'V SAFETY.FO M EXCAVATION OR TRENCH wABC FOR TRENCHES 5 FEET OR GREATER IN DEPTH FROM THE OR OTHER ADDS. VE I MEANS IT ISO AN T TO THESPOTIRTHENTX. OFGALIFARNIAITI'll IF �oKE TRENCHES LL55 THAN FIVE (5) FEET SHALL AL50 BE GUARDED WHEN THE OTENiIAL ExI5T5 FOR GROUND MOVEMENT. 9_ NO MATERIAL OR EQUIPMENT SHALL DE STORED IN THE PUBLIC RIGHT OF WAY WITHOUT OBTAINING A SEPARATE PERMIT FOR THAT PURPOSE. THE LOCATIONS AT 'TIL, EIN AH�ECMN HAI BEEN DETERMINED FROM AVAILABLE NFANYITIIN NHSIEVLE,�'T AND LEFIEE EHE'AGAI'l BERLITI OF THE IREIAUJIIN TV A" I DAMAGE THERETC. THE CONTRACTOR SHALL CONTACT UNDERGROUND SERVICE ­lT AT 1-110-117-21AC T.. RSDIIINA CATTRANS ALL UTILITY COMPANIES SHALL BE GIVEN TKA) WORKING DAYS NOTICE PRIAR TO WORK AROUND THE)FRAACITTIE1 CONTRACTOR'HALL COORDNATE WTH THE ADOAORRATE WATER COMPANY FOR VALE OPERAXON AND WATER RNEODREIGEti,'ATION. 13 CURVE DATA REFERS TO THE FACE OF CURB 14, STATIONING REFERS TO THE CENTERLINE OF STREETS EXCEPT WHERE OTHERWISE NOTED. 15, AREA U ATE CONSTRUCTIAN CONTROL STAKES SHALL BE SET BY THE ENGINEER TO ENABLE THE CANTRACTAR TO CONSTRICT THE PLAN GRADES THE CONTRACTOR SHALL BE RESPONSIBLE FOR THE PRESERVATION OF BENCHMARKS AND CONSTRUCTION CONTROL STAKING DURING 16, THE CDNTRACTOR SHALL NDT DISTURB EXISTING SURVEY MONUMENTS, MONUMENT TIES OR BEICH MARKS ITLAUT PRIOR NOTIFICATION TO THE IF A RE C STERED A OIL ENGINEER OR LCENED LAND SURVEYOR SURVEYuCTION SHALL BE REPLACED, THE C NTRACTOR SHALL NDTFY THE EN NER MNMENT'ONE WTHATEEK PRIOR TO CONSTRUCTION IN THAT TES TA MONUMENTS CAN BE ESTABLISHED FOR LATER REPLACEMENT OF THE MONUMENT. 18 THE CDNTRACTOR SHALL MAINTAIN ACCESS FOR LOCAL REIDENTI AND .. NE"E' AT ALL T ME' A SIDIDGUN 12 TEXT LANE SHALL BE MANTAINED AT ALL TIMES IN THE CONITRUCTON AREA FOR REDENT, AND EMERGENCY VELCFEI 19, THE CONTRACTOR SHALL PROVIDE AND MAINTAIN EFFECTIVE MEANS DUST CONTROL INCLUDINGSB Ap TERING. AT ALL TIME' 20ALL GRADINI IPERATDNBSHALL EDISCONTNUED-ENSU'TAINE WIND VELOCIIIEBE2PERHOUR. 2T. THE CONTRACTOR SHALL NOT CAUSE ANY EXCAVATED MATERIAL MUD. SILT OR DEBRIS TO BE DEPOSITED INTO PUBLIC OR PRIVATE PROPERTY A JACENT TO THE RIGHT OF WAY DURING CONSTRUCTON ITHAUT PRIOR INTHEN APPROVAL 22 1 TRENCH BACKFILL SHALL TAKE PLACE INTGUT FACE APPROVAL OF THE CITY INIPECTQR 23. A GEOTECHNICAL ENGINEER SHALL CERTIFY ALL BACKFILL COMPACTION. FAILURE TO OBTAIN THE REQUIRED DENSITY SHALL REQUIRE RE -WORKING DF THAT PORTION OF 171E WORK UNTIL THE SPECIFIED DENSITY IS OBTAINED. 21 SHOULD RE TAKEN TV P'POINT ND 01 TIE NTS T THE ECITY ENGINEER MAY REQUIRE TEMPORSAI AII-EGFODE APRONS 'HEALL BEERAPPROVEDEAAT THEM'MEEV OF E CDN'TAIRTIDNN ADDP'HALDLN CON ORMSTD IH THE CITY OF FONTANA STANDARD DETAILS D. THE PEAKS CONTRACTOR SHALL STAMP AN 5 N 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 PLACED, INSPECTED AND APPRWED29, ALL UNDERGROUND JTLUIE5 5TAFF BE INSTALLED. TESTED AND APPROVE' "IS' 'A FAVOR OF 5TIEETI 30, APPROVED BOIL STERILANT IS REQUIRE UNDER ALL NEW ASPHALT PAVEMENT PRIOR To PLACEMENT. 31, PAVEMENT STRUCTURAL SECTIONS SHOWN ARE MINIMUM AND SUBJECT TO REVISION AND APPROVAL OF THE CITY ENGINEER AS DETERMINED BY 5GINS TESTS TAKEN AFTER COMPLETION OF ROUGH GRADING, 12, GEOIECHNICAL REPORT AND SUBMITTED TOD THHE CITY OF FCNTANDR BASE COURSEANA FOR APPROVAL UPON COMPLETION OF ROUGH GRADING. RECOMMENDED BV A 31 11 VINHOIES, ClEAROUT FRAMES, COVERS AND VALLXE BOXES SHALL BE RAISED TO FINISHED GRADE BY THE PAING CONTRACTOR UPON COMPHET AN IF PANX ­ THEN COMPLETAN OF CANXTRICTION, CONTRACTOR SHALL RESTORE ALL RIGNINA APPIPING BARRICADEP AND STIER TRAFFIC CANTROL NEVICEP TX THE SATISFACTION OF THE CITY TIAFFIC ENGINEER 3 SAIN TOPIC TOR IH ILLTISFACTION DF THEIELIIADTY TE ANDRDR REPLACE LANDSCAPING, SPRINKLERS AND SIDEWALKS AFFECTED BY THE CONSTRICTION TG THE 36. AS-XNLTDRAIMNGS SHALL BE PROVID ED BY THE CONTRACTOR TO THE ENGINEER OF RECORD. WHO SHALL PROVIDE RECORD DRAWINGS TO THE NTI N DISPOSITION NOTES: WIE ct 0 JOIN AND MATCH EXISTING 0 REMOVE EXISTIMP. ING — 12 -- — — --- — ____--- — © P -- 32 DO RELOCATE EXISTING IMP, VARIES LEGEND n C 5' az TNCKNEss A c. overe E TO COMPACTED FILL AL SOAlCPUAOLT F wau: 0' 6S AL CENTERLINE ?yMA 13 £Q° I�2.0'MIN. iER PERn DINE FST 5 AREA FLOWHR ICE 3 2 SmTa F� --_ L LINE TV TOP IF C111 -100PRDPOSED CONTOURS —1 UK— EXISTING CONTOURS — SECTION 'B"-- " B" CONSTRUCTION NOTES 1@ CONS, 7.5 A.C. PAVEMEI Qz CDNS, B" CURB AND GUTTER PER CITY STD. PLAN NOAGOA _ TOO L.F. O3 CDNST CONCRETE BIDEWALK PER CITY D. PLAN 01006 - -- 38D SF_ �q CONST. COMMERCIAL DRIVEWAY X=4',W=35 - --IAG S.F_ PER CITY CIA PLAN CONST. CURB RETURN ACCESS RAMP PER CO. ITS NO, 10Q3 - - CGO S.F_ ©_ CONS. MODIFIED CROSS GUTTER PER Cltt ITS. PLAN NDHA3 BHT 1 OF 2 — 380AC CONST. VARIABLE THICKNESS GAG MIN.) 2MIN. AO OVERLAY WITH © CAWCUT A REMOVE EX AS DIKE. (AAANCRETE, (E)AMP, TREES, FENCES. ETC -- I EA 'ELDCATE XISTING WATER METER HER NONE- 9 O1 *PAINT a -INCH DOUBLE YELLOW LINE STRIPE PER MUTED 2D16 OO RELOCATE ERNST 5 ASPHALT XDNCRETF DIKE PER CITY STD PLAIN ­7 - - - - - - - - - - - - ------ COLD MILL EXISTING ASPHALT AND REMOVE Ere om STD PLAN 1GD8 �5 — — PWA srD. 151-1 coNST PARKwar DRAM s za• B�" Ere A z EA CONST, STREET LIGHT PER CITY STU PC, - - A EA 'PCALIFORNIA R MITAD SUPPLEMENT FIGURE 3A-106, DETAIL 27B, /W PE G RAISED (E�t SAWOLDCUT & PLAINREMOVE EXISTING AC PAVEMENT & CONCRETE PER — MARYGOLD AVE SITE > Q o w w Q Q a VALLEY BLVD. Q STATE EWY 10 M 4 VICINITY MAP NiT.Si FL I T P s� ALDER AVENUE TYPICAL SECTION N.T.S MCN 16-062 DRP :16-028