Loading...
HomeMy WebLinkAbout6216-1STTEET IFPROVEAW RAM WYOFFONTANA ALL W d B a IN LO 9 N E W H THESE PIANB THE M OF OMASOWDYB STREET IMPROVEMENT PLANS THE mnmTcr RdJaBrns AND THE SwSND SRDFlGTGNS FOR PUBD MRa6 mraTRlcn°w Au RFBfM.E sRCETGTKNs AND srMBARs sIWLL ¢TITHE uTEsr mnloFl LnI�Es nG_n 2 WEN A ,EmNGI CBEGCf B FlJU"° MDO.Sf 1N THECONTNDT mD1MR THAT CM NOT DUKE SLOVER CITRUS-16171 SLOVER AVENUE B rmxYEn D RFERENCE m PBCDmCE PRMsxlrs IN nE YCEEN BOOK. TEE oCmmW.RGR AWL 1MrmNav REPORr sxD CONFl1Cf m THE aIv EadMDx DR RE9]LLRION 3 AL MaTews AND FETIICDS ME SUREST TG TE APRBIML DP TIE mY BRGBET. A mlbTRIICTgN RIMS — B —ND MGM THE CITY OF fgTMM COLMLMY o DEnDPMNr BPMTBTRr, EIGBEENNC DNa1GIH PRKM m TIE SIN_ LF AH MSK 1F@ECRON �I sx ET 5 6 o $ n UJQBNITION BURL B REGJESIED Al IFMf 1M) MMGNG DAYS PRIORI To TIE SMRf E AAN .., _ ....., m .. ...... .... ....... ^ T .... .... o SHEET 6 ..... ....... ..• Wed( IN FUB1C PoRM-0E-MOAN MHN THE CITY UNIS. CALL (9W) 350 o, n .... ...... ....... 5 THE WMR1CIQi AWL CIIIFUM 1G AL 1PMRC CRTR0. POU3EA 1ETIOLS AND PRYEDI. AES ( T 5 u WW u DE ED IN THE STATE OF WFORHi MWUL OF TRAFFIC CRIITBN$ LATEST NCNB BC nj mITW WE4 OMBNISE CBECTD BYTHE CRY 1P.WFIC BHGIEER t� Z S. B SOUL BE THE RESOTSBIM OF THE CWR CK TO MVNWN MOCNES, DISMSIUB OR / 0 a � Z M ER TWHFlC CIIA DX AT NL TIMES L < u Z <z Tt # n a a 7. THE CONRUCIet SHU GREW. N FEAIR TG PBSf01&1 IXOM SIDE OR le]NLH WUM FOR 1fB06 5 FEET Qt BEATBt IN DEPTH fimN THE CVFGdN SBIE DhffiI 6 INGBIRLL SVFEIY. .. B THE INUS AND FACES OF ALL ECCWATCRB DRE IER LIMN FACE FEET IN DEPTH SOUL B W. OU_ --. GUMDED BY SLOPING OF THE GROUND APPIaA� IED OR OMEANS RRSMT 10 THE RONAR7EM5 OF THE BNBDN OF IN7ATIdW SNER E THE SBTE OF CAUFUlL\ TFINLTES SLOVEN AVENUE LEs TxAN ESE (5) FEET SHU Nso B GWBD AHM THE wmnuL Doss FOR GROUND — ""- MG.vEm. A NO MM93d4E ORWF EUSNIED N THExAIC RIGHT OF WAY MiRq.R C64VNNC APN 13 11041� N7-P � 10 TIE ICGRONS OF UR EM SHINN HNE BEN OEETMND PROM A18MABE INPORNPO IA IdWER IT B THE RESPOSNIM OF THE OONIIdV:TOR TO DEMWN' N THE FlDD. :. ........ THE TRUE I➢CMOX MG BBIAICMI OF MT MIND URURES AND TO _SE PROPER � APN 0237 171 36 ] ..... _ -` � ®........ ... PIEnLn1GR TO —D nNAAE TIBETO. THE G1NmrLTDR sIWLL mwDM.T Mnarao.M _CE ND_ AD I-800-227-28m 1M] NORGD XY5 BEFORE ER-OGN N �� 11. THE OUNIRACTUi BMOC UORBIAIE CUSTPoDTION WITH NL MNY —ES INGDBNG BUT NOR UMTm TD, Cu, TDFPMORE BELTPoG 099E TB N. VAEaAANG WlEf11E ) IBMAION, OU&SRG NWER, REUAAED YNTE% _' R, — UWN Fl1DD CONRGL ANG APN 0237-117 37 M GL1R2S NL UY HDIPANES SHU BE G 1WD WCBONG NDR m 110E PRioR m wU ABUNI THDR FNBNES. N.A.P. ) APN 0255-011-37 12 TIE— SML NOT ORETNIE MY FEE HNRVT OR TINTER MW MWVES WTIDUf N.A.P. APN 0235 071-36 APrIBPIEAIE xENCY Nmw 10N CONlld'CTUR SHUCDORGXIE WTH THE APPROPNATE W'TER AND Y°'TBR FEQJREMOJB. APN 0237-717 22 f. ,. - 13 mm BRA REFERS TO THE FADE OF CURS. N.A.P. w b �• 1A RMUHNG RF9B 10 TIE @118BK DF SITEEIS EKDEPf WFE]E mHBTMB ACTED 'S. ADEGMTE CONED- CON RO STNOS RiU B SET BY THE ENGINEER TO DYNE THE APN 0237-111-40 N.A.P. T.1 G]NMM.TDR TO GISTPoET THE WGPoR TO THE PUN GRACES TIE mNIRWTOR SOUL B R.RVi3BE MR, THE _ERMNDN OF BNCPMW MD CU'BINIICRCN WRRA SAMNG UPoNG fYfG'IRICRIN 16 THE OTNRACIOR SFML NOR OBTLT® WSRNG SUNS MONUMENTS, MCNMBT TES OR B9fH APN 0237-111-19 MWd6 WIMGUT PRIOR NOI PC — TO THE GIv DCNmt N.A.P. m 1]. FEM7wL MB � OF EKSRNG SREY CONTR.. INUl.UN9 SLRMY NOdWENf TES MO BENCH G, SRNL B DUE BY A REOMEIEO CML DDIER Ut 1-- SUAEYIIt Su MOMA41R TAT WILL B BSITBYID M A BSN OF TIRE WNSIhW9pfR SHU B TIE MIMI NNIPNTpt SHU NADIR THE ENGINEER ONE MID( , APN 0237-111-10 MOR TO CONSTRI.CmN 8J TNT TES TO M1DMM5 ON BE ESTPBISFR FOR UIEA .� RR/CNQR OF RE RDIAlBaC N.A.P. 18 THE CTdR6TOR SELL MBNWN ACCESS FOR LOD11 REAIWS AND BUSINESSES AT All M ES. MINIMUM 12ME BE MVNBNED AT ALL TMS IN THE CIXlST14'RON NEA FOR AI12 EMGI` YVEH- IS, THE mNMTDRR SOUL mwce AND .-N AN ERGME MDNB OF DUST ON, APN D237-251 I6 _I INmANO ABVWE WN K AT NL lA6 N.A.P. r ffi ML (WBN6 OPmNKNS SHU. B DBKDNITNIEU WHEN SUi WNSD WN) YflOUTIES BDEED a MLES FIX NOUN. D 21. TIE CUIIRACTUt SOUL NOT Q 1 A E GED MATM4, MID, SILT OR GERMS TO BE : Dmo3Tm rnm PLeLc 1R PRwOE PRGPERry AD1WHNf TO THE RIGHT OF MAY _N, oxrnRB.TIon WIRRCT_ Rant Manor APRdNN. zz N3IRN01 BRamu SwL TMQ HALE wTITDur PIaCR APPaoix B TIE aTr INiPELTOR. CONSTRUCTIONNOTES& QUANTITIES SILO 21 A 29RIIHGL ENGINEER SOUL CERXPY ALL ACKPLL COMP- FNLME TG -14 THE BpARED DENSITY SOUL REGARE R 1NCRIGNC B TNT PORTION OF THE WUM LMIL TIE 1 SAWCUT & REMOVE EXISTING AC PAVING PER DEIM ON SHEET 7 177M SF ILIZ o OZ CZ Q Q Q Q Q INDEX MAP 1• = NCO' 1GC D 1W ZGO SW BEgFlm IENBfY B OBTArm 2 SMCUT & REMOVE MIND PCC CURB & GU- ABBREVIATIONS 77 LF. 2A CNS SIGID BE TAEN TO PRE— URGES, GRCHES, ND SMIfS PROM UNDEUNNG SITEET IIPRO,flIDdIS BCN INSECmN B TE SIZE TE UI1' DJCBEER MAY IEgINE 1BAOCRM 3 —UT & REMOVE ENSONG 1. SIOE—K 1.3m S.F. M MGIEGATE BASE AC ASPHALT CONCRETE NN4iPD0BB£ AWES BNIBdNC W IEVNG 11PROh11BHS 2i TIE F- LOCAiIGI MD WDTH OF DRVIBNV APPR]VM APPOS SWKL B APPIdJ/D Ai THE 4 PROTECT IN PLACE 3 RELOCATE MINDREIN (SEE PLAN) - - BG BEGIN CURVE C&C CURB AND GUTTER TB 6 mFBIRI.GRION MD SOUL CONFORMSHU THE GNY B MINIM, S CETAES. © COIBTHUCT BS' MIN AC OVER I. COMPACTED XTIYE SUBGRNE 4,2fi5 S.F./1 J3 CB GTCH BASIN AN 28 COXOEIE mRTL£S SOUL CUiIIM N GRDDE COLOR AND FINISH l0 MMm PORTENT PER SOILS ENGINEERS REPORT MO GENITAL NOTE 32 TONS CL GE NE NE MI EGSIIN9 UkriEIE O lDrUOT B' PCC mRO & GUTTER PER Cl OF FON M SM. DWG. NO. 72 LF. EC END CUM D. TIE SEMEN CCNRACTUt SULL SAW M V IN THE FACE OF THE GAB AT THE IDCTON E THE SEYR UIQUi. CONSIHI:LT a PCC SIDEW PER CRY OF FGNTNA SR. PUN NO. 1006. (�) (WIDTH PER PLAN) ETY EASTERLY 1,Sm S.F. IX a NO ffi ND GUiGIETE SMKL B PACED UNRL THE FII86 AND REINFORCING SMEL HOVE BEEN PL1CD, GOISIgULT COMMERCAL PCC OR —PER CRY OF FONTANA STD. MG. FG FINISH GRADE ITS EC ED AND M4ROED. NO. 1001 3 EA LL FLOWIJNE a All UIDEBdBBD MACES SHAM B IH-11➢. TESTED MG A ED PRIOR M RWNG OF SR�IS f0 CONSTRUCT 8' CUB ONLY PER CRY OF FONTANA STD. DWG. NO. 1000 1.860 LF. GB GRADE BREW( 11 9AWCI & REMOVE M ING PCC PAVEMENT - HP HIGH POINT II ABIdTED ATL S_RMT B RBWIBD MDDR AL MY! ASPHWT PNE30_ PRIOR TO %ACEND_' 1 REMOVE &RELOCATE IXBIING FIRE HYUANT (BY OTHERS) - Li TER 31. PIMEQR STRLTURL SECISS SHU'M ME MNWN A8D SUBIECT 10 RBI90N AND NB 1 1© COD PLANE & CONSRUCT 0.1' MIN. AC OVRUY PER JOIN D"'AL ON SHEEP 7 MS NOT TO SCAE 4,335 S.F./34 TONS MTC MEDIAN TOP OF OU RE B' THEGn ENBNBR AS OEERUNED BY SUMS LESS TAEIJ AFTER UM m OF ROUGH (FADING. CONSTRUCT 8' PCC PA- OVEN 8' MIN =COMPACTED AB (SEE 14 P.I.P PROTECT IN RAPE 105 S.F. 32 ALTNL TMONESS RE AC RNE10_ AND/OR BPg UIIIIH MOIERNL f011 SRADIUNL SRiEET CRY OF FONTMA STD 1m5 FOR 8' PAVEMENT BEOPON) UNDERGROUND MIND WFTdIFH MNY UNm AND REMOVE E%6TNG pQO PUNT OF COMPOUND YERTILN CUM R/M RIG of WAY SBDUS BMOC B f�DTAENIED BY A IDOL REF9Rf AMO SLBRD TD TE _ B MpYAW1 UP FURTMN FOR N 03MTERCN OF RIl' GH —ND, 13 POTHER POLE 2 C RASH 31. All I S UFNSPRIME,CABS AND VBURS SHVL B RNSD FINISHES,- PRIME, TO 1 RELOCATE MIND SIGN S/W GOEWAlI( OF MODE BV TE HWN; OYTR/CNR UPON UAIPIE110N OF P,MNG 1© REMP/E & DISPOSE OF IEGNLY - TG TOP OF EDITS 34. WON GW.EUTIUR OF mBR oK CUNRCTUR SOUL RESIDE NL —No. -P.A © CONSIRUCT LANDSCAPE MEDIAN PER DETAL ON SHEET 6. LANDSCAPING PER _ TR TgALT 4 CRY F21U8MRGADAND OTHER `MCO­FRXT EEK COCES 10 THE S-DON OF THE CRY SEPARATE LWDSGFE . PLUS L/S WRDSCAPE O RELOCATE MIND SANER UGH 1 C WLY WESTERLY B 3S Q]NMA.TOSEWL RIDGDE OR Po]iADE WEbGWIJ0. SFlBNOEIB AND SBWNKS MFFiTm BY THE —NTD E XIEiDCIICN E TIE CRY mGINBId INSTNl/REDGST TE RBGH f LLPER CRY OF FOMANA STD. OWO. N0. 404 ® (CASE 1) 1 G OUNOTIY ESTIMATE SHOWN HEREON IS n as -BUILT BRWOE svu R PRIG ID Ix CRY GINERDTDR To nE ENGINEER a REmgD. wD swL fTBAB RI:oCRO GIdwRl1¢ ro THE ary BKaMDt T MO E 4D PPER GIDRBE (Px FoH FGR THE UBE OF W.vaaNc ADExcIEs IN PIPE FROM K OF UK TO 2� PIPE SLEEVES FRGN BACK OF MONK N MEDIAN Bq CRY OF FOMANA 5 U DETEFMINING BOND MOUTH ANO/OR FEES AND VICINITY MAP NR TOWNSHIP,. BcnaN 30 of ns. Rsw .OWNER/APPLICANT CIVIL ENGINEER E S.W.P.P.P. CONTACT DUNE TY UMRED PARMERSHIP m I_ A WEED ASSOUATES DUKE REALTY UMBO PMINER99P SPECTRUM CENTER DRME SIRE 1Bm 3788 .—NY SHEET I— CA 92M8 RNFTm°E, G 92506 200 SPECTRUM CENTER DRIVE, SURE IBm INANE CA.118 1E1. 949 78] ]042 TEN: 951 320 80D1 AM Krt FINE ATM: JENNIFER R GIUFN DEL 949-797-7042 ATM: m ME-N. SOILS ENGINEER TOPOGRAPHY APN•s: SOUTH N GWFORNM GE°IECHNICAL INIAND A SURVEIS, G255-011-36 228M GW RANCH PMKP4YY, SURE E INC 717) MUNGER YORB1 UNX. G 92887 TEL (714) AME SIDE A 645-1115 PRm. NO. 17G189-2 XTD RvERSIDE, GA92503 `05-27-21 TEL 951 eel-42sx FEMA'S DESIGNATION GA EO: OS-20-21 PEAS COMMUNITY PANEL UTILITIES: 06071CBfi5VH, ISIG .—H z➢NE K WATER: FGNTANA WATER Go~ ELECTRIC: PHONE: 9m-822-2201 SOUTHERN GLFORNM EDISON PHONE: 1-8m-a5S-45S5 SEMEW UTY CF FIXRMU INTERN"'/PHONE: AT&T PHONE 9G8-SSG-878G PHONE: 888-8B1-SO75 GA4 SOUTHERN CWFGRNM GAS COMPANY CMLE M THE WIfA1ER CA81E PHONE 1-800-427-2000 PHONE 909-823-9950 BASIS OF BEARINGS: THE MIS OF BEHINDS FOR THIS SURVEY IS THE CWFORNIA STATE PLANE COORDINATE SMEH, DOW. ZONE 5, BASED IDCNLY ON CONTROL STATORS 'EWPP', •NIFP• AND 'RTHS' RAD 83 (NSB2H1) AS SIOMN HEREON. NL MARK GS SHOWN ON THIS MM ME GRID. QUOTED BEMdNGS AND DISTMCES FROM REFERENCE MPS OR DEEDS ME M SHOWN PER TAT RECORD REFERENCE NL DBTANCES SRGWN ME GROUND DISTMCES UNLESS -FED OTH"'CMISE GRID )STANCES. MY BE GBTANEU BY MUI_DI WNG THE E GROUND DISTANCE BY A COMEU— ROTOR OF 09999R80879. CALCUUTKNS ME MADE AT PUNT III MOTH 10RBIUTES OF N 11453m971, E BI271117, 1141 AN ETEVRGN OF 117.23 FEET. THE COMERGENCE ANGIE AT POINT #1 15 OW1842.13• BENCHMARK: NGS DESIGNATION #UF 632 (PID IEV0262) NOTICE TO CONTRACTOR ELEV. = 11 79' (NAVDBB) 1. CONT-TOR AGREES TNT HE SHARD ASSUME SDIE AND COMPI-E E RESPDNSISU Y FOR JOB BRIE CONDRDNS DURING THE COURSE OF CONS RUCTION, INCmDING SAFETY OF ALL DESCRIBED BY METHD WATER GSM SO, G MRNIA 1992 FOMANA 03 MITE (0.3 NN) NORM FROM THE PERSONS MD PROPERTY. THIS RmUIRIBMENT SHALL APPLY CONTINUOUSLY AND SHALL NOT INTERSECTION OF VALEY GCVO AND MPIM AVE 170 FEET (519 M) MOUTH OF THE CENTERUNE OF MNLORY BE UNITED TO NORAML W ING HOURS. THE CONTRACTOR SFWL DEFEND, INDEMNIFY AND OR 21 FEET (8.4 M) WEST OF THE CENERUNE OF POPWi AYE 3 FEET (O.YM) SOMI OF TELEPHONE HOLD THE CM, OWNER AND ENGINEER HMMIESS FRDM ANY AND A11 ­M,R- OR POSER A STMDNB MMGSC 3-1/4 INCH PLUMINUN DISK SET FLUSH IN FOOTING OF LLGIT STANOAB POLE ALLEGED, IN CDNNECIIDN WTIH THE PERFORMANCE OF THE WORK ON THB PROJECT, EXCEPTING IlABMY ARISING MOM THE SOU NEOUBNCE OF THE OWMER OR ENGINEER. NUMBER 2182ATSE 1 MIT (0.3 M) WEST OF CURB FACE 2 ALL UNDERGROUND UFUDES DR STRUCTURES REPORTED OR FOUND IN PUBIC (CONVERSION FACTOR M SAN BERNARDINO COUNTY BENCHMARK IS -232 BET BASED ON SB CO BM RECOROS(MNNUNE, NO UTERAES OR SERACES SHOWN), ME INDICTED WTH THBR g1EP) HPROXII-E L RON AND IXTEM. THE OWNER BY ACCEPTING THESE PIMS OR PROCEEDING WTIH THE IMPROVEMENTS HEREON, AGREES TO ASSUME LLAI3LLIY AND FOLD ENGINEER OF RECORD NOTE THE ENGINEER HARMLESS FOR ANY D—GES RESUm FRDM THE UGSIENCE OF UNDERGROUND MITRES OR STRUCTURES NOT REFINED DR INDICATED DN PUBIC WEBB ASSCOMTES WM WDUNED M THE ENGINEER OF RECORD MR THE DEVBDPMENT MD RECORDS OR THOSE CONSTRUCTED IN VARIANCE WTH REPOSED OR RECORD LOCATKMS. PROCESSING OF THESE PUNS FOR COFSTH RON PURPOSES. SAD PWS HAVE BFN REEBO THE CONTACTOR IS REQUIRED TO TAKE DUE PRECAMOHIRY MEASURES TO PROTECT THE AND APPROVED BY THE LOLL GOVERNING AGENCY TO BE CONSMUCFBIE BASES ON LOLL UTILITIES OR SRUCNRES SHOAM MD ANY OT1ER FOUND AT THE SITE. _ SHALL BE THE INDUSRO' STMOARIS THE DOES NOT THEM, HOWEVER,TIAi EYFRY HOPoZONTAD DINBBKNR O0. GONIRACfORS RESPoNSIBILLR' TO NOTIFY THE OWNEAS OF ALL ununES OR SRUCNRES WMCN BEVMDN NECESSARY FOR CONSTRUCTION B D­ OR SAD DRMINGS. AM CONCERNED BEFORE SORTING WORK. PART OF THESE DRAWINGS THAT IS TO BE USED IN STAMNG THE MGPERTY HAS BEER PRE D 3 THE ENGNEER PREPARING THESE PIMS SHALL NOT BE RESPDNSIBIE MTT OR UABIE FOR MY BY WEBB H THE EXPECTATION AND ASSUMPTION THAT ANY STRONG. WHETHER BY WEED, UNATHOPo7ED CHANGES TO OR USES OF THESE PUNS. AIL CHANCES TO THIS PUNS OMNEt OR A THIRD PARITY, WILL BE PETFORNED UNDER THE SUPER -ON MD CONTROL OF A MUSE BE REWESIED IN WRTIING AND MUST BE MPROVEO IX THE ENGINEER OF RECIXRD. UCETSCO LAND SU—R AND WILL INCUUDE ON-SIIE INTERPR"'ATKN. YERIFlGTON, CROSS-CHECKIN G AND MID CORRECTIONS OF PUDRAWING NS, S. SURVEY INFORMATION MO 4. ITSHLL BE THE RESPONSIBIRTY OF THE CDNTIACTOR TO VETdfV ALL DIMENSIONS AND El CNIC XC AT THE THE OF ACTUAL STRONG OF THE PROPERTY PRIOR TO CONSMUCDON. CONDITIONS SHOWN HEREON AT THE JOB SITE PRIOR TO MY CONSMUCTION. SHOULD THERE BE ANT DISCREPA , THE CDNTRACTOR SALL NOTIFY THE ENGINEER AT ONCE SHEET INDEX REVISIONS MD/DR DI—RONS FROM THE PLW SALL BE APPROVED BY THE ENGINEER IN NRRNG TO THE IMPLEMENTATION OF SUCH REVISION DR DEMDON IN THE FlETO. SHEET I TITLE SIE'ET BEGINNING OF CONSTRUCTION MEANS ACCEPTANCE OF THIS CONDMONS. I.- 3-1 S. CONTRACTOR SH- NDTFY 'UNDERGROUND SERVICE AERY AT (GO)) 422-4133 AT IFAST P.. ! _ CE..SLavR AYE 1W0 (2) WORKING XYS PRIOR TO SANT OF WORK SO AS N LAVE DGTKM OF SHBJ 7 a PLVI ! PROFIT£ - tlMT6 AYE UNDERGROUND URIIRES IDCTED AND NARKED FOR CONSMUC'IION / S9FEIY SHE"' 8-9 SECTIONS G°GRDI"AFDN. B. CONTRACTOR SHNL COMPLY WTH REQUIREMENTS OF FDD STATE MD IDOL UWS AN REGJWDNS PERTANING TO CLEAN NR AND CLEW WATER ACT. WDID: 8 36C395455 MCN20-000050/17LPC21-000066