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HomeMy WebLinkAbout6169-1GENERAL NOTES CITY OF FONTANA 1, ALL WORK SHALL BE IN ACCORDANCE WSTH THESE PLANS. THE CITY OF FONTANA STANDARD PLANS, THE CONTRACT PROe1SIONS AND THE STANDARD SPEOFICAP.ONS FOR PUBLC WORKS CONSTRUCTON GREEN BOOK'). P ICAnONS AND STANDARDS SHALL BE THE LATEST EDITION UN SS OTHERWTSE NOTED. �E "CE TO PRECEDENCE IS MONTO TO THE " N EN SOON', THE CONTRACTS ON L IMMEDIATELY BE RESGLIOR BY DUNCAN CANYON RD AND COYOTE CANYON RD REFERENCE i0 TO THE CITY EIGINE R N THE "GREEN RCCK', THE CONTRACTOR SHALL IMMEOIATELT REPORT SAID CONFLICT TO THE CITY ENGINEER FOR RESOLUTQN. �E� PLAN 3. L MATERIALS AND METHODS ARE SUBJECT TO THE APPROVAL OF THE CITY ENGINEER, STREET IMPROVEMENT I PLAN 4. HIGH O;V:SIRGN PR HALL BTHE Sr `SECTNIXJ CCOR ATION SH LL BE REQUEST£ AE T. LEAS TWO WORKING DAYS PRIOR TO THE START OF ANY WORK IN PUBLIC RONT-OF-WAY WIND THE CITY LIMITS CALL (904) 350-i610. 5. THE CONTRACTOR SHALL CONFORM TO ALL TRAFFIC GGNTROL POLGIES. METHODS AND PROCEDURES DESCRIBED N THE STATE CALIFORNIACAIFORNIA MANUAL ON UNIFORM CONTROL DEVICES. LATEST VIP\ -METRIC EDITION UNLESS OTHERWISE DIRECTED BY THE CITY TRAFFIC ENGINEERFF 6. IT SHALL BE THE RESPONSIBILITY OF THE CONTRACTOR TO MAINTAIN BARRICADES, )EL;NEATORS OR OTHER TRAFFIC CON CES T THE COL CONTRACTOR AT ALL TM PERFORM EXCAYATPN OR CRK FOR TRENCHES 5 FEET IN DEPTH HOOR GREATER HN DEPTH FROMALL OBTAIN A THE ERMIT TO THE CALIFORNIACALFORNASTATE DNSON OF INDUSTRIAL SAFETY 8 THE WALL AND SHORING. CLOPNG OSOF ALL A EATER - � F THE GROUND OROTHERTIONS APPROVED MEANS ADS TFD ED Y CANT O THE REGUI EMENTS OTHE DIGOON' OF INDUSTRIAL SAFETY OF THE STATE OF CAUFQRNIA. TRENCHES LESS THAN THIS (5) FEET SHALL ALSO ;Hp SCALP ARDED WHEN T T. 9. MATERIAL ORE SOCIPMENT SHALL BESTOREDIN THE PUBLIC RIGHT OF WAY WTROUT OBTAINING A SEPARATE NO T FOR C ROSE, 0 10RES AVE BIEN DETERMINED AVALABLE NF_ VE L {(/jam( BE CONTACT OF E CONTRACTOR TO AND DETERMINE,M1 E FEIW THE TRUE OC G O OPERATION ELEVATION OF v Y E SING U. L ES P O EXERCISE PROPS EC. U G O AVOID DAMAGE THERETO E CONTRACTOR (//��'� SH CONTACTREQUIREMENTS UNDERGROUND SERVICE ALERT, A D 'HE APPROPRIATE WATER COMP FOR f OPERATION \J AND TER REO E is it. E CONTRACTOR SH. LL COORDINATE G S .ICTJN U_ VTY COMPARESINC! DING, @ NOT UICTED TO, GAS, TEE HONE E C. C CABLE TEE SG LANDSCAPING, LANDSCAPE INDICATION, pGMESTIC WATER RECLAIMED WATER. SEWER STORMDR G DAYS NOICE PRIOR TOFLOOD WOK OUNDATH C EIR A S ALL JTL TY COMPANIES SHALL 6E GIVEN TWO 12. THE CONTRACTOR SHALL 0 OPERATE RE HYDRANTOR WATER MAN VALVES WTHOUT APPROPRIATE AGENCY AUTHERIZATIGH, CONTRACTOR SHALL COGISIGATE WITH THE APPROPRIATE WATER COMPANY FOR AGENCY CIO ZATION, CONTRACTIONSHALL COORDINATE T THEAPPROPRIATE WATER COMPANY FOR VALVE OPERATION AND WATER REOUIREMEN'TS, 13. CURVE DATA REFERS TO THE FACE OF CURB. ! 4. STAINING REFERS TO THE CENTERLINE OF STREETS EXCEPT WHERE OTHERWSE NOTED. BBMCAN ruareir RD / 1 Jj INDEX MAP ® rnocc a� NOT TO SCALE 15. ADEDUATE CONSTRUCTION G CONSTRUCT THE WC K 1G THE PLANSGRAGES NATHEBCONTRACTOR SH LL BE RESPCTN'S BCE FOR THE PRESERIAPON OF BENCHMARKS AND CONSTRUCTION' CONTR0_ STAKING DURING CO S.' R VEMEN? ) /V SEE SHEET 2 I% Ax�L/ CONSTRUCTION NOTES 16 CONTRACTOR SHALLNOT DISTURB EXISTING SURVEY MONUMENTS MONUMENT TIES OR BENCH MARKS ITHOUT PRIORACITY AND 3 ��` - O RE EXISTING AS PAVEMENT. © REMOVE EXISTNG CURB AMC GUTTER, 1i. REMOVAL AND REPLACEMENT OF EXISTNG SURVEY CONTROL, INCLUDING SUBSEY MONUMENTS, MONUMENT TIES AND LOCATION MAP tOc REMOVE ENDING SIDEWALK. BENCHMARKSi SHALL BE DONE By A DULY REGISTERED CIVIL ENGINEER OR LICENSED LAND SURVEYOR, SURVEY MONUMENTS HA. BILL BE DESTROYED AS A RESULT of Ins CONSTRUCTION SHALL PLACED. THE RTIIES NOT TO SCALE Q REMOVE EXISTNG CURB RAMP, CONTRACTOR SHALL NOTIFY THE ENGINEER ONE WEEK PRIOR TO CONSTRUCTCN SO THAT TO kUNUMENTS CAN BE ESTABLISHED FOR LATER REPLACEMENT AND N APPMO OR E WENUMENT RESIDENTSAM1D EMERGENCY i8. THE CONTRACTOR SHALL MAINTAIN ACCESS FOR LOCAL RESIDENTS AND SUENESSES AT ALL TIMES. LANE SHALL BE MANTAN D AT ALL n ES N THE CODS C. GN AREA FA A MNMUM 4HCLEs. a - E DATUM STATEMENT' O REMOVE ENDING DECORATIVE CONCRETE PAVEMENT O RE OVA_ LMT, SAWCJT CONCRETE ASPHALT. AND OTHER HAROSAPE SURFACE AND REMOVE AG ILO"OR 6BREMOVALS SHALL BE DSPOSED OF BY THE CONTHE I X17UISNIA 19. THE tE CONTRACTOR AL SHALL PROVIDE AND MAINTAIN AN EFFECTIVE MEANS OF DUST CONTROL. INCLUDING ADEOJaTE R NG ALL ORES iS ! 6, L_ gag. µ+IN ryEREOD AY T �SEG UP A LEN CLEAR O CGNSI AND CURB RAM N9TH 3'X4 GETECTABLWARNING SURFACE PER CITY OF FONTANA STANDARDTPLAN 1003.POVER 95% COMPACTED NAIVE WS ALL GRACING OPERATIONS SHALL BE DICONTI.N'VED WHEN SUSTAINED WIND VELOCITIES EXCEED 25 MILES PER HOT' SEATS i E COG C'NATE SRW E ZONE 5. (RAISE), TA PLRINGS ANE NA 21. THE CONTRACTOR SHALL NOT CAUSE ANY EXCAVATED MATERIAL, MUD, GET OR DEBRIS TO BE DEPOSITED ONTO \� 4 5 DETERMINED BY GPS OBSERVATIONS . VERTICAL CMIRCL AS T -MCI 6.5' IN PATIENT OVER 12 OF III COMPACTED NAIVE -GRACE PER CITY O STAM1DARp PLAN 400, PUB IC OR PRIVATE PROPERTY ADJACENT TO THE RIGHT OF DURING CCNSTRLCTION W'ITTOLT PROR WRITTEN APPROVIL-Ir 22. G £NCH. BACKFLL SHALL TAKE PLACE AHTUGO OR APPROVAL OF E :tt NSPECTOR, p 8 `� T ELE TIG S S OWN HEREON ARE N TERMS A. THE NORTiTO CONSTRUCT 8' CURB AND GUTTER PER CITY OF FONTANA STANDARD PLAN 1000, VARY CURB J- AME CAN VER OIL DATUM OF 1988(SAVERS) BASED LOUE F0.LON5M1G BENS MARA THE PI OF ® CONSTRUCTC4R LED SIDEWALK PER CITY OF FONTANA STANDARD PLAN IDUR 23, A GEO ECHNCAL ENGINEER SHALL CERTIFY ABACKTLL COMPACTION, FAILURE TO OBTAN THE RECOURED _ N5TY SHALL REOCRE RE- THATP OF THE WORK UNTIL THE SPECIFIED DE OBTAINED. IL114IN FUNTANA O PROTECT IN PLACE. CAR' DW HE 24 UPON INSPECTION GFKTHE SITEft THE CITY SEER MAV REVIRE TEMFCRARY N'ON MERINIODEABLEESWAI.LES EN><RNG \ -'- BENCHMARK E4EY9Il41i O REMOVE EXISTING AND ftES OR LANDSCAPE AND .RRIGAION. OR LEAVING IMPROVEMENTS, V EY41.9 .644.64 gO A _ t00088 25 CONSTRUCTION AND SHALL CPU'.. TO THETHE FINAL LUCIHON AND AH)TH OF YCTYPOFACH APRONS SHALL BE I-INAA STANDARD GETA;IS APPROVED At THE THE OF DETAIL 'D' THESE PLANS ARE BASED UPON A SURVEY CONDUCTED ON OVERLAY EXISTING PAVEMENT WTTH 0.1T AC MIN PER CITY OF FONTANA STANDARD © PRANG 26. ALL EXPOSED CONCRETE SURFACES SHALL CONFORM IN GRADE, COLUR AND FINISH TO MATCH EXISTING CONCRETE. Nis 10(11/2021 BY RMD SURVEYING CORPORATOR, RIALTO, +Oi CONSTRUCT3'X WARNING pEROSFSWCESTANCARD EAN R "S" LEGEND CALIFORNIA 61,RB AP OVER COMPACTED ESTATE 2'1, THE SEWER CONTRACTOR SHALL STAND iN THE FACE OF THE CURB AT THE LOCATIIX. OF THE SEWER LATERAL 28, CONCRETE SHALL BE PLACED THE FORMS AND REINFORCING STEEL HAVE BEEN PLACED. O CONSTRUCT DECORATIVE CONCRETE PAVEMENT, MATCH EXISTING, NO UNTIL INSPECTED ANG CONSTRUCT FCC PAVEMENT E%. STREET LIGHT tO3INSTALL IN KIND LANDSCAPE AND IRRIGATION. 29. ALL UNDERGROUND DTILTES SHALL BE INSTALLED. TESTED AND APPROVED PRIOR TO CAVING OF STREETS. II CONSTRUCT AS PAVEMENT EX. MANHOLE O CONSTRUCT 6' FCC RETAINING CURB. 30. APPROVED SOUL STERILANT IS REOIIRED UNDER ALL NEW ASPHALT PAVEMENT PRIOR TO PLACEMENT. � E%. WATER METER 31. 1AVERENT STRUCTURAL SECTORS SHOWN ARE MINIMUM AND SUBJECT TO REVISION AND APPROVAL OF THE Citt GRIND AND OVEREAT E%. SEWER METER ENGINEER AS DETERMINED BY SOTS TESTS TAKEN AFTER. COMPLETION OR ROUGH GRADING. EXISTNG CENTERLINE ABBREVIATIONS 32. ACTUAL THICKNESS OF A.C. PAGE FIT AND{GR BASE COURSE ATERIAL FOR STRUCTURAL STREET SECTIONS SHALL - - EXISTING RIGHT-OF-WAY G. E%. WATER VALVE INDEX OF SHEETS ROD BE RECOMMEHGEP BY A GEOTECHNICAL REPORT AND SUBMITTED TO THE CITY OF FUNTANA FOR APPROVAL UPON EXISTING SIDEWALK SHEET 1 TITLE SHEET %TWIN.° COMPLETION OF ROUGH GRAVING, M E%. MAILBOX EXISTING WATER, E SHEET 2 PLAN & PROTIE,TDEP..ALS E RD 33. ALL MANHOLES, CLEANOUT FRAMES, COVERS AND VALVE BOXES SHALL BE RAISED TO FINISHED GRADE BT THE EXISTING GASLIM1'E `E EX. FIR£ HYDRANT SHEET 3 PLAN AT HAMMER CRAWFCRD CHANNEL NNG CONTRACTOR UPON COMPLETION OF PAVING. EX EDGE OFnPAVEMENT pp MH EXSTNG OVERHEAD LiNF FL FLOW LINE GO 31. UPON COMPLETION of CONSTRUCTION, CONTRACTOR SHALL RESTORE ALL SIGN Nc STRIPING. BgRR:GADEs. AND REMOVE E%sTNG SDEWALK =' E%_ POWER POLE DRAWING NUMBER OTHER TRAFFIC CONTROL DEVICES TO THE SATISFACTION OF THE CITY TRAFFIC ENGINEER . "--- -'-'- TO TOP OF CURB W PROPOSED I EK STREET SIGN 35, CONTRACTION SHALL RELOCATE ARDO,/CR REPLACE LANDS-APING.SPRINKLERS AND SIDEWALKS AFFECTED BY THE OEWALK 6164 STREET IMPROVEMENT PLAN NEW RGHT " WAT E OINTRUCTION TO THE N THE CITY ENGINEER. - - 5.4WCJT REMOVE STREET LIGHT 61JC TRAFFC SYNA PCC FOR LAND CEMENT CONCRETE T 36. IS -BUILT DRAWINGS SHALL BE PROVIDED BY THE CONTRACTOR TO THE ENGINEER OF RECDRD, WHO SHALL PROVIDE ENDING CURB & GUTTER DEFACE LE WARNING 61.1 SIGNING AND STRIPING PLAN LT LEFT G RECORD DRAWINGS TO THE CITY ENGNEER, PROPOSED CURB & GUTTER SUIT RIGHT P, UNDERGROUND SERVICE ALERT (USA) ITS THE UFRIl DILL BEFORF i YOU cc AT LEAST 1 o WORKING DAYS ''..... BE OREYOU eEFCRF_ You a;c FHOLILl CONO RILCFON OF THE R L R D Y F s,p, KOPA YTLH M1 E NOT 1 1 CE WI HI TWO E ' 2 0 T LF F > PR SL I- I R- On, , ,., Ca R C F a�H n I LINT 1 r E TyS No. oval � ecxw nsns 1 < ) _ OTY ENGNE_R KEY REOU-IP. REVISIONS TO THE E"P' PANS _ _.RIVG THEN LIT-- CONF„Fh1an CE NIT( Gffi PA ceaTeaueeW ST FES I:J EFFECT N ev RIF MAMTA N _ V Ie4Hs TC-SNgwsa]� F. STEPHAN. ue vALVE 11 CON NIETE WATER ME- VAELEVATOR ETOR LL PUBO% TYP TYPICAL MANHOLE BCR BEGINGOV. RAIDUS OVERHEAD FOR END CURVE RADIUS WATER SG STORM DRAIN ELECTRICAL BW BACK O W LK TELEPHONE FL FLOW_INE A GAS FS FINISHED SURFACE POWER POLE F. FIE HYDRANT STATION SW GIWWAUK CITY OF FONTANA, CALIFORNIA TITLE SHEET