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Home My WebLink About3829-1GENERAL NOTES I ALL WRK Sh4L BE IN ACCORaWE WflH THESE XMS� THE CRY OF FONTANA STANM PLANS, THE CONTRACT PROWSIONS AND TRE STANDARD SPEOFIC4WIVS FOR PUBW WORKS CMIRUC170N ("GREEN BOOK7. ALL REFOWNE SPECIFI=NS AND STANoARDS &44L BE THE LAIEST EDMON UNLESS OlHVWE NOIED. 2 WHEN A TECHM04L CONFLICT IS FOUND rO fXIST IN TRE CONTRACT DOCOMEfffS THAT C4N NOT BE RESOLVED BY RUDWE TO PRECEDWE PROVISIONS W 7HE 'GREEN BOOK, THE CONlR4ClOR SN4L IMMEDATLlY REPORT S4D CONRICT TO THE CRY WINEV? FOR RESOLUT10H. 3 ALL MAlD?14LS AND MVM ARE SUBJECT TO IHE APPROVAL OF 774E CRY ENGINEER. 4 CONSMXWN PERMfIS SHALL BE 06TAINED FROM IHE CITY OF FONTANA COMMUNflY DEVELOPMENT DEPARIULK &GINEERING DlVlSlON PRfOR TO TRE START OF ANY WORK. INSPECTION COORDINAWN SN4LL BE REQUESIED AT LEAST TWO WORKING DAYS PRIOR TO TRE START OF ANY WORK IN PUBLIC RVff-OF-WAY WMilN IHE CITY LIM0. CALL (909) 350-7610. 5 THE CONTRACTOR SNALL CONFORM TO ALL MVM CONTROL POLICIES, MEWS AND PROCEDURES DESCRIBED IN TRE STATE OF =FORNIA MANUAL Of MVM CONTROLS, LNEST NON -MMIC EMN UNLESS OTH&WISE 01REC760 BY THE C17Y MVM 061NEER, 6 IT ViALL BE IHE RESPONSIBILITY OF TRE CONIR4CTOR TO U41NTAIN a4RMWS, DELINEATORS OR OlHER MVM CONTROL DEVICES AT ALL 71MES. 7 THE CONTRACTOR SHAU OBTAIN A PERMff TO PERFORM iXCAVAWN OR TRENCH WORK FOR TROOES 5 FEET OR GRfAlD? IN DEPTH FROM THE CAUFORN14 STATE DMSION OF INDUSnK SVM. 8 THE WALLS AND FACES AF ALL iXCAV477ONS GREATFJ? TIM FIVE (5) FEET IN DEPIH Sh4L BE GU4RDED BY StIORING, SLOPING OF THE GROUND OR OTHER APPROVED MEANS PUMM TO THE REQUIREM&M OF TRE DMSION OF INDUSTRAL SWW OF 7HE STATE OF CAUFORNA TRENCHES LESS RAN F/Vf (5) FEET SIM ALSO BE GMED NIEW TRE POMM CZT FOR GROUND MOVEMENT. 9 NO MATERAL OR EQUIPMOVT SHALL. BE STORED IN IHE PUBLIC RIGHT OF WAY WfTWUT OBTAINING A SEPAR47E PERMIT FOR THAT PURPOSE. 10 THE LOCA17ONS OF U71L/17ES SHOWN HAVE BELW DETERMINED FROM AVAIL48LE INFORMAWN, HOWEVER, IT SIMLL BE TRE RESPONSIBILITY OF THE CONTR4CTOR TO DETERMINE, IN THE FIELD, THE TRUE LOCATION AND EUVAWN OF ANY IYJS77NG URMES, AND TO EXERCISE PROPER PREC400N TO AVOID aWGE THMTO. THE CONM4CT0R Sh4LL CONTACT UNDVMWND SERVICE ALERT AT 1-800-227-2600 TWO NORKING DAYS BEYORE EXC4VAWN. It THE CONM4CTOR SHALL COORDINATE CONS7RUCWN WITH ALL U71UTY COMPANIES INCLUDING, BUT NOT UMM TO. 64 TELEPHONE, ELECTRIC, ME WX490N, LAND"M LANDSCAPE IM110N. DOMES77C WATER, RECLAIMED W47D?, SMs STORM DR41N, FLOOD CONTROL AND CALTRW ALL U17UIY COMPANIES SR4LL BE GM TWO WORKING DAYS NOTICE PRIOR TO WORK AROUND lHL7R rACIURES. 12 THE CONTRACTOR SN4LL NOT OPERATE ANY FiRE NMW OR WATER U41N VALVES WMIOUT APPROPR14TE AGENCY AUTHORIZ4WN. CONIR4CIOR SHAU COORDIAATE MM INE APPROPRL41F W47D? COMPANY FOR VALVE OPEMWN AND WAID? REQUIREU00. 13 CURVE DATA RUERS TO IHE FACE OF CURB. 14 STA710NING RUM TO THE CUffRUNE OF STREETS IXCEPT NIERE OTHERMSE NOTED. 15 ADEQUATE CONSIRUC17ON CONTM STAKES SlqALL BE SET BY THE ENGINED? TO UABLE THE CONTRACTOR TO CONSTRUCT 7HE WORK TO THE PLAN GRADES. THE CONTWTOR StWL BE RESPONSIBLE FOR IHE PRESERVATION OF OWHAIARKS AND CONS7RUC710N CONTROL STAKING DURING CONSOX770N. 16 THE CONTRACTOR SHAU NOT DISTUR6 iXIS71NO SURVEY MONUMM, MONUMiNT 17ES OR BENCH MARKS M7HOUT PRIOR A1071MWN TO THE CITY &WINED?. 17 REMOVAL AND REPLACEMENT OF IXIS17NG SURVEY CONTWL, INCLUDING SURVEY MONUMENT5. MONUMENT 17ES AND BEWH MARKS, SIALL BE DONE BY A REGISTERED CML INGINED? OR LICENSED LAND SURVEYOR SURVEY MONUUM THAT WILL BE DESTROYED AS A RESULT OF THIS CONSOX77ON ShALL BE RMMED. THE CON7R4ClOR SHALL N077FY INE ENGINEER ONE WEIX PRIOR TO CONSTRUCTON SO THAT 17ES TO MONUUM CAN BE ESTABILISHED FOR LAM? RERACEUDiT OF THE MONUMENT. 18 INE CONTRACTOR SNALL AWNTAIN ACCESS FOR LOCAL RESIDENTS AND BUSINESSES AT ALL 17YES. A MINIMUM 12 FOOT LANE SIALL BE ANAINED AT ALL 17YES IN THE CONSOXWN AREA FOR RESOM AND ENOMMY VEHICLES. 19 THE CONTRACTOR SN4L PROVIDE AND UVNTAIN AN &ffCnVE MIE4NS OF DUST COMML INCLUDING ADEQUATE WATERING, AT ALL 77MES. 20 ALL MING OPERAWNS Sft4U BE DISCON17NUED RHLW SUSTAINED MNO VnOCMES EXCEED 25 MILES PER HOUR 21 IHE CONTRACTOR SHALL NOT CAUSE ANY iXCAVATED MWERK MUD ALT OR OFERIS TO BE DOVSM ONTO PUBLIC OR PPJVATE PROPERTY ADLIACENT TO THE RIGHT OF WAY DURING CONSTRUC77ON WUHOUT PRIOR WRffTEN APPROVAL 22 NO IROXH BACKnu SHALL TAKE RACE WHHOUT PRIOR APPROVAL OF THE CITY INSPECTOR 23 A GfOTECHNVL ENGINE0 SHALL CER17FY ALL BACK FlU COMPACTION. FAILURE TO OBTAIN THE REQUIRED DENSW SHL REQUIRE RE -WORKING OF THAT POR71ON OF THE WORK UN77L IHE SPECOEO DENS11Y IS OBTAINED 24 CARE SHOULD BE TAKfN TO PREVENT GPAM# DffCHES, AND SWALES FROM UNDERMINING STREET IMPROVEMENTS. UPON INSPEC17ON OF THE SIT& IHE CITY EWINEER MAY REQUIRE UPORARY NON-OW"LE SWALES &MING OR LFAWNG IMPROVUENTS. 25 THE FIN4L LOC4WN AND WIDTH OF ORNMY APPROKH APRONS SHALL BE APPROVES AT THE 71ME OF CONSIRUCWN AND 914LL CONrORM TO TNE Ca OF FONrANA SrANDARD DEWLS, 26 ALL iXPOSED CONCRETE SURFACES SHAU CONFORM IN GWE, COLOR AND RNISH TO MATCH EYJS77NG CONCRETE. 27 THE SEWER CONM40TOR SHALL STAMP AN *S'w IN IRE FACE OF INE CURS' AT TRE LOCA17ON Of' IHE SEW& LAMM 28 NO CONCRETE SNALL BE RACED UN77L INE FORMS AND REINFORCiNG STEa HAVE BEOV PLACED. INSPECTED AND APPROVED 29 ALL UNDDWOUND U17UTIES SML BE INSTALLED, 07ED AND APPROVED PRIOR TO PAWNG OF STREETS. ,30 APPROWD SOIL STERLW IS REQUIRED UNDER ALL NEW ASPHALT PAVEMEWT PRIOR TO PLACEULWT. 31 PAVEMiWT SlRUC7URAL SECTONS SHOWN ARE MINIMUM AND SUBJECT TO REVISION AND APPROVAL OF THE C17Y ENGINEER AS DETERMINED BY SOILS TESTS TAKEN AFTFJ? COMRMN OF ROUGH OPAUNG 32 ACRAL IHICKNESS OF AC. PAVEMENT ANDIOR W COURSE HATERiAL FOR SlRUCTlJR4L STREET SEC17ONS Sh4L BE RECOMMiNDED BY A GEOTECHNrAL REPORT AND SUBbMD TO INE C11Y OF FONTAN4 FOR APPROVAL UPON COMM"N OF ROUGH GWING. M ALL MANHOLES, CLEANOUT FRAMES, COVERS AND VALVE 9OXES Sh4LL BE USED TO FINISHED WE BY TRE PAWAIG CONTRACTOR UPON COMPLE170H OF PAVING. 34 UPON COMPLE77ON OF CONS7RUC770N. CONM4ClOR SR4LL RESTORE ALL SIGNING, S7RIPING, BARRMES, AND 01HER TRAMC CONTROL DMES TO THE SAnSFACWN OF TRE CITY MVM ENGINEV?. 35 CONTR4CIOR SitALL RnOCATE ANDIOR REPLACE LANDSCAPING, WNKLERS AND SIDEWALKS AFFrCTEO BY THE CONSTRUC77ON TO TRE S4TISFACIION OF THE CIlY EMINEER. 36 AS -BUILT DRAMNOS SHAU BE PROV10ED BY THE CONTRCTOR TO THE ENGINEER OF RECORD, WHO SN4LL PROV10E RECORD DRAWINGS TO THE CITY ENGINEER ,9A SIS Of - BEARING THE BEARING OF N 89A4'4)00)p E ON THE 0/t OF ARROW BOULEVARD, AS SHOWN ON FONTANA ACRES No. 2. iV8 2J# PG 40., WAS USED AS THE BASIS OF BEARING FOR THIS MAP. CONS7RUC17ON BENCHMARK, I TOP OF CURB AT EC SOUIHEAST CORNER OF OLEANDER AVE. & VALEM'w'1A AVE. INIERSEC17ON EL= 1251.25' VATIMM-M-17104 SMA, CHY OF FONTAM 8MJ SIERRA AVEWUE FONTAA CA 923M 909-350-7610 WA FONIAN4 WATER COMPANY 8440 NUEVO AVENUE FONTAAK C4 92JM 909-822-2201 eQff& SOUTHERN WFORNM EDISON COMPANY 7951 REDWOOD AVENUE FONIAAK CA 92336 714-357-6221 JG& THE GAS COMPANY 162JI VALLEY BLVD. FONIAAA CA 923M 909-428-8411 VERfZON C4UFORN14 INC. 13911 PARK AVENUE VlCTORVILLE, CA 92392-2407 760-245-0846 ME., ADELPH14 COMMUNIC417ONS 1257 W. BROOKS STREET ONTARIO, CA 9176.3 909-481-1115 WL Y RIW J4 0 A 0w- L �zffl lim-m-Mamm - It1 W14 'M F AW 'M I L L ,�Z, I r'< '41 mom LOT I L75 IE ItAktowt# 'V A K 1� W). I 00 IQ & MEMO � I I qa�� i � I TRACT NO. 16641 LU Z lLor 4 'Lors 'LOT 6 'LOT 7;LOT8 ILOT91LOT 101 LOT 3 Z 1 1 (4 rl �r I I t I I I w VALENCIA -AVENUE SEE SHEET 2 p INDEX MAP SCALE — 1 $1 = 100 E PLY R/W Z51- _18* 18 -1- Z5 T EXrG SIDEWALK EX TG CURB & GU T7ER EXrG AC PAVEMENT TYPICAL SECTION OLEANDER AVENUE N TS STA. 7+00 TO 16+00 T1=5-5 15 p _:r_l L EXTG SIDEWALK EX TG CURB & GU T7ER N 1 Y RIW PARCEi MAP %N IN NO. 16393 a 0 vw - J4 4) -.0-7-t -4 18 27a (s=o. EX'rG SIDEWS 1 -.1 ALK L i EXT'G CURB & GU TIER _j I PARCEL 2 Nc N OWNER DEVEL OPER GURUEET SINGH 2828 METROPOLITAN PL. POMONA., CA 91767 (626) J67-2782 SHEET INDEX 1 TITLE SHEET 2 VALENCIA AVENUE J OLEANDER AVENUE _j I FOOTHILL BLVD. IL Lol 63 __l - MERRILL AVE. IF VICHILY MAP NTS ESWTW OUAMMES SA WCU T Rwl� LF ARROW BLVD. SF Off 325 LF CONSTRUCT 18' MDE x 8' IHICK P.C.C. RESIDEN71AL DRIVEWAY, X=3' 1815 SF VALENCL4 AVE. HH HtH itiii.l ........ 1. - - ORANGE .1 ....... MiNioN !I I mm 111118 11 if lifilmill I WAY 1 1 11 1 2 tl I Its ll I i If 114 If Hi+ I Lol 63 __l - MERRILL AVE. IF VICHILY MAP NTS ESWTW OUAMMES J4 . 1 rs=O 028J) 2Z EXrG SIDEWALK L �__ EX rG CURB & GU T7ER' TYPICAL SECTION VALENCIA AVENUE NTS STA. 10+00 TO 21+00 T1=5.5 CONTRACTOR'S RESPONSIBILITY FOR SAFETY: I IN SUBMIMNG A 810 FOR THIS WORK, THE CON7R4ClOR AGREES THAT HE Sh4LL ASSUME SOLE AND COMPLETE RESPONSIBIUlY FOR JOB S17E CONDMONS DURING THE COURSE OF CONS7RUC770N OF THIS PROJECT, INCLUDING SMW OF ALL PERSONS AND PROPERlY. THAT THIS REQUIREMENT SHALL APPLY CON17NUOUSLY AND NOT BE LIMITED TO NORMAL WORKING HOURS, AND THAT 711E CONlR4ClOR SHALL, DUEND, INDEMNIFY AND HOLD THE OWNER, THE ENGINEER AND THE C11Y OF FONTANA HARMLESS FROM ANY AND ALL LIABlUlY, REAL OR ALLEGED, IN CONNEC77ON W17H THE PERFORMANCE OF WORK ON THIS PROJECT, EXCEPTING FOR UA8lLIlY ARISING FROM THE SOLE NEGLIGENCE OF 7HE OWNER., THE ENGINEER OR THE CITY OF FONTAAR PRIVATE ENGINEER'S NOTICE TO CONTRACTORS: THE EXISTENCE AND LOC477ON OF ANY UNDERGROUND U71UIY PIPES OR STRUCTURES SHOWN ON THESE PLANS' ARE OBTAINED BY A SEARCH OF THE AVAIIABLE RECORDS. TO INE BEST OF OUR KNOWLEDGE, IHERE ARE NO EXISTING U77U17ES EXCEPT SHOWN ON THIS MAP. THE CON000R IS REQUIRED TO TAKE DUE PRMU17ONARY MEASURES TO PROTECT 7HE UTILITY UNES AS SHOWN AND ANY OTHER LINES NOT OF RECORD OR NOT SHOWN ON THIS DRAWNG. PRIOR TO EXCAVATION, THE CONTRACTOR SA4L CALL TOLL, FREE, 1-800-422-4133 TO VERIFY THE UNDERGROUND LOC47ION OF GAS AND 711EPHONE LINES AT LEAST 48 HOURS PRIOR TO THE START OF EXC4VA770N. I,\ SA WCU T 405 LF REMOVE EYJS71NG A.C. - f -O' MOE x V-0' DEEP 650 SF REMOVE EXrG 6` P.C.C. CURB & 18' GUTTER FOR NEW DRIVEWAYS 325 LF CONSTRUCT 18' MDE x 8' IHICK P.C.C. RESIDEN71AL DRIVEWAY, X=3' 1815 SF PER CITY SrD PLAN NO. 1005 CONSTTUCT f -ON NOE X 1�-O` DEEP ASPHALT CONCRETE PAVEMENT 650 SF CONSTRUCT 6` TO 8` 7RANS177ON CURB RETURN. R=35" ___ 55 LF* CONSIRUCT ACCESS RAMP PER CITY Sri) PLAN NO. 1006 1 EA REMOVE EXT`G CURB RE17JRN & HANDICAP RAMP I EA REMOVE & REPLACE SPANDREL PER PLAN 385 SF REMOVE & RELOCATE EMSTING SIGNS PER PLAN 3 EA PROPOSED STREET LIGHT PER STREET LIGHT PLAN 4 EA TRENCHING FOR WATER & SEWER LATERALS PER CITY STID 1,31 1.050 LF COLOMILL 0.10p DEEP 33)240 SF A.C. TOP COURSE 0.10p 7HICK 33j240 SF .NOTE: QUANnflES ESnAIATES AREA PROWDED FOR 7HE INFORMAnON AND COMIMCE OF 7HE DEWELOPER ONLY. nlE CONWClOR IS RESPONSIBff FOR ACCUR47ELY ES71MAIING QUANTMES OF ALL CONSIRUC770M SlY RIW 17EMS AND MAIER14LS REQUIRED FOR THE COMPLETION OF THE PROJECT. J4 . 1 rs=O 028J) 2Z EXrG SIDEWALK L �__ EX rG CURB & GU T7ER' TYPICAL SECTION VALENCIA AVENUE NTS STA. 10+00 TO 21+00 T1=5.5 CONTRACTOR'S RESPONSIBILITY FOR SAFETY: I IN SUBMIMNG A 810 FOR THIS WORK, THE CON7R4ClOR AGREES THAT HE Sh4LL ASSUME SOLE AND COMPLETE RESPONSIBIUlY FOR JOB S17E CONDMONS DURING THE COURSE OF CONS7RUC770N OF THIS PROJECT, INCLUDING SMW OF ALL PERSONS AND PROPERlY. THAT THIS REQUIREMENT SHALL APPLY CON17NUOUSLY AND NOT BE LIMITED TO NORMAL WORKING HOURS, AND THAT 711E CONlR4ClOR SHALL, DUEND, INDEMNIFY AND HOLD THE OWNER, THE ENGINEER AND THE C11Y OF FONTANA HARMLESS FROM ANY AND ALL LIABlUlY, REAL OR ALLEGED, IN CONNEC77ON W17H THE PERFORMANCE OF WORK ON THIS PROJECT, EXCEPTING FOR UA8lLIlY ARISING FROM THE SOLE NEGLIGENCE OF 7HE OWNER., THE ENGINEER OR THE CITY OF FONTAAR PRIVATE ENGINEER'S NOTICE TO CONTRACTORS: THE EXISTENCE AND LOC477ON OF ANY UNDERGROUND U71UIY PIPES OR STRUCTURES SHOWN ON THESE PLANS' ARE OBTAINED BY A SEARCH OF THE AVAIIABLE RECORDS. TO INE BEST OF OUR KNOWLEDGE, IHERE ARE NO EXISTING U77U17ES EXCEPT SHOWN ON THIS MAP. THE CON000R IS REQUIRED TO TAKE DUE PRMU17ONARY MEASURES TO PROTECT 7HE UTILITY UNES AS SHOWN AND ANY OTHER LINES NOT OF RECORD OR NOT SHOWN ON THIS DRAWNG. PRIOR TO EXCAVATION, THE CONTRACTOR SA4L CALL TOLL, FREE, 1-800-422-4133 TO VERIFY THE UNDERGROUND LOC47ION OF GAS AND 711EPHONE LINES AT LEAST 48 HOURS PRIOR TO THE START OF EXC4VA770N. I,\