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HomeMy WebLinkAbout6219-1SIGNING AND STRIPING GENERAL NOTES 1. CONSTRUMON PERMITS SINLL BE OBTAINED FROM THE CRY OF FONTAHA COMMUNITY DEVELOPMETR DEPARMEM, ENGINEERING DNISON PRIOR M TIE START OF ANY WGRK INS'ECTON GOORCH-ON SIMLL BE REQUESTED AT IE- TWO WORKING CYS PRIOR TO THE SURF OF ANY WORK IN PUBLIC RIGHT-OF-WAY WITHIN THE CITY LNIR. CLL (909) 350-]610. 2. THE CGNTWCTOR SHML CONFORM M ALL TRAFRC CONTROL POUCHES, METHODS MD PROCEDURES DESCRIBED IN TIE STALE OF OWFORNM LW1CL OF TRAFRC CONTROLS. CTEST NON -METRIC EDITION UNLESS OTHERWISE )RECTED BY THE CW TPAFFIC ENGINEER 3. TWO WORHING CYS NOTLE TO TIE TRAFFIC SECTION IS REQUIRED PRIOR TG RE7MNPL OF 1RMF1C CD— DEVICE OR EBUIPNENT. STOP SIGNS SWLLL ONLY BE RE—ED BY CITY PERSONNEL 4. ALL VWmR MATERNLS AND EQUIPMENT SMLL CONFORM M TIE CLTPANS 'STANDARD RAW. 'STANDMI) SPECIFICAMNS' Mo 'TRAMC MANCL", LATEST NOx—METRIC EDmoxS. 5. 24 HOURS NOTICE SHML BE GNEN N TIE LILY 1RAFFlC ENGINEER FOR APPR— OF CONTROL PANTS OR "CT-TRYMING' PRIOR M APPUGRON OF PAVEMENT S PoPIM. B. THE CONTP/OTOR SHML INSTALL PAVEMENT MARKINGS AND STRIPING AS REQUIRED BY TIE LILY TRAFFIC ENGINEER. 7. TRAFFIC SIGN DIMENSION$ —R AND LETTERING SHAL CONFORM TD ME CIESi CALlRM1 SIGN SPECI—ON SHEETS. SIGN CODES SHOW! HEREON ARE M CONFOLWI TO CALTRANS SPECIFIGTON SHEET CODES. TPAFFIC SIGN SIZE SxAi BE STANDARD UNLESS OTHERWISE SHO`NN ON THE PLANS. 8. ALL BIG S- BE MDUNTED ON G—NQED STEEL POSTS, UNLESS MHERWBE SHOWN ON THE PIPES. PER CRY STMCRD DEML IA 9. STENCILS USED FOR PAVEI.HENT MARKINGS AND LEGENDS SHALL IMTCH CRY OF MIND-STANCRO STENCILS EOU- 10. ALL STRIPING MD I-EMEM —HoNGS SINLL BE M TIERMOPIASTL UNLESS OMEAVSE MPROYED BY TIE CITY TPAFFTC ENGINEER. 11. CRSSWALS SHNL HAVE 113' BETWEEN TIE CENIEAUNE OF TIE 12' STRIPES UNLESS OTHERWISE SHOM ON TIE PANS. 12. AS -BUILT DWdMNGS SHALL BE PRWIOED BY TIE CONTWOTGR TO TIE ENGINEER OF RECORD. WHO SHML PRWIDE RECORD DRAWINGS TO THE CRY ENGINEER NOTICE TO CONTRACTORS 1. LONIRACTOR AGREES TART HE SHALL ASSUME COMPLETE MD SOLE RESEONSIBIUW FOR JOB SITE COMMONS DURING TIE COURSE OF CONSTRUCTION. INCLUDING AMEN OF ALL PERSONS AND PROPERTY; TINT THIS REQUIREMENT SHALL CONTINUOUSLY MID NOT BE UNITED TO NMRNN WORKING HOURS; AND TTMT THE CONSULTOR SHML DEFEND, INDEMNIFY AND HOLD ME OWNER MID ENGINEER HMWJLESS FRON ANY MID ALL WBRTIY REAL DR ALLEGED, IN CONNEMON WITH THE PEISORAMICE OF W ON TIS PROJECT, EICEPTNG FROM LMBRM MISING FRIH TIE SOLE NEGUGENGE OF TIE OWNER OR ENGINEER. 2 THE EpSIENGE MID LC —ON OF ANY UNDERGROUND UM —If PIPES OR —TES SHOWN ON THESE PLANS WERE OBTANED BY A SEARCH OF AMIABLE REWPOS. THESE LOCATIONS ARE APPRISCI-E AND SHALL BE CONRRMED IN REED BY THE CONMW OR SO TART ANY NECESSARY ADJUSTMENT CAN BE MADE IN AUGMENT AND/OR GRADE OF TIE PROPOSED IMPROVEMENT. TIE CONTRACTOR G REQUIRED M MHO: DUE PRE —O MRY MEASURES TO PROTECT ANY UTILW UNES FEATURES REQUIPING REMOVAL TIE CONM—DR IS RESPONSIBLE M REMOVE ALL OBIECTS AND NATERMIS (AC, CONCRETE, TREES, BLAMES, FENCING, EEG) TART ME IN CON N9 W'TTH THE NEW PROPOSED IMPRD E ENTS WHETHER CALF -OUT OR NOT ON TIE RIMS AND —SE R LED— CONTTUCTOR S M —ELL ACCORDINGLY MD L-E SITE IN A RIATNELY LEVEL CONDITION. BASIS OF BEARINGS 'EAPP', TNUP' M0 'RIMS' HAD 03 (NSRS2011) AS SHOM! HERON. ALL BEARINGS SHOWN ON THIS NAP ME GRID. OUGTED BFARNGS MD 06TANCES FROM REFERENCE NAPS OR DEEDS ME M SHOWN PER TUT RECORD REFERENCE. ALL DSTANCES SHOWN ME GROUND —CES UNLESS SPECIRED GMERWTSE. GRID D15TM6ES NAY BE OBTANED BY MULTPLYING THE GROUND DSTANCE BY A COMBIINMION FACTOR OF D9B994B0079. GVCUTATDNS ME WE AT POINT #1 10021 FEET. ME CONVERGENCE ANCLE AT POINT #1 IS OOUIWQ 15 BENCHMARK: NGS DESIGNATON #UF 632 (PID JM262) mu. = 1106.]9' (NAV088) DESCRIBED BY METRO WATER DISTR SO. CLFGRNM 1992 FONTANq 0.2 MILE (0.3 KM) NORTH FROM THE INTERS—N! OF VALLEY BLVD MD PDPWt ME 170 FEET (51.B M) SOLM OF THE CENRAUNE OF --DRY OR 21 FEET (SA M) WEST OF TIE CENTBWNE OF PDPWt M 3 FEET (G9'M) SOUTH OF TELEPHONE HIS. A STMCRC AHY.OSC 3-1/4 INCH AWMINUM DISK SET FUSH IN FDMNG OF UGHT 'CRD MILE NUMBER 2162938E 1 FOOT (G.3 M) WEST OF CURB FACE (CONVERSION 17L0I1 N SAN BERNARDINO GOUNW BENCHNWK G -2.32 FEET BASED ON SIR GO. BM /18-21 OWNER/APPLICANT CIVIL ENGINEER S.W.P.P.P. CONTACT 210 —M TENTER tl'mE SITE 1- 3]68 AbCRAY SHEET L.NE. C 82618 RNERSIDE C 91506 200 SECIRM GONER DFM SUITE 1600 IRAN[ C 9261E lEL 919-7W7-%D42 lEL 851-39T-fi0M lEL 919-M7-A1V2 A— — RCNE WEBiR SOILS ENGINEER TOPOGRAPHY APWSs. SWREIdI CWFOLdN CEDl¢INCL INMU ML W KYS HNC G255-011-01 27815 SW RMCH FARMWY, SURE E 71P MB➢LTON R9:, SLUE A WHEN LNDV C 9iBi7 RERSOE C 925N 0255-011-02 0255-011-03 TL (714) —115 T¢: 951�— PR]I. M. 17G10>2 CTED 05-2D-21 FEMA DESIGNATION ClED GS-T7-21 fEM9 COMNIMIIY PANEL OBP71C065W1, Mrt71C0PeWl —E % UTILITIES: WATER FMD " WATER Go PMY SEWER CI OF FONTMN ELECTRIC SDUTIERN CAMMRNM EDWN GAS 5DUM RN CJFORNM GAS CONPMY INIEANET/PHDNE/TV�MT CWE W T E WWNER CAWE MYOFFONTANA, 00UNTYOFSANBERNAROM0 SIGNING AND STRIPING PLAN DUKE SLOVER GITRUS-16171 SLOVER AVENUE — SIGNING AND STRIPING PLAN SHEET 2 —I.......... _ SLOVER AVENUE INDEX MAP N W .. E So o So 1so zN SIGN OOIn 0M2-1-1H R4-7 (12"x6') (24"x30") VICINITY MAP Ns TOWNSHIP. SECTON 30 OF T1S. FLAY CONSTRUCTION NOTES: Oi PROTECT EXISTING STRIPING, NM ICNG, OR SIGN O2 REMOVE CGNNCIING —,INS AS SHOWN GN F1AN5 (SANDBLAST) O REWCTE MSTNG SIGN M TIE NEW LOCTON AS SHOWN ON PLM INSTAL A NEW POST FOR SIGN ® STREET UTWR/POWER MILE TO BE RENOV7D BY WE OS APPLY THERMOPLASTIC WPE N (L) ARROW PER CLTRWS M. FMW NO, A2M O APPLY THERMOPLASTIC 'SGNM' MV➢IENT MMMNG PER CMTRANS SIG. PCN No. A240 O WPLY THERMDPVSIIC 'AHEM" PAVEMENT NMMNG PER CMTWlb SIG. PLAN NO, M40 © INSTALL NEW SIGN (STANCRD SIZE OR AS INDICTED) PER G-MURA, OWPLY THERMOPLASTIC 8' SOLD WHITE C—NEU➢NG UNE PER CALTRMS REVISED STANCND PLANS, PLW N0. A20D, DETML 38 OWPLY THEIR OPUSTIC 6' DASHED WHITE UWEUNE PER CLTRMS STANDRD PLANS, RAN NO A20A OE ML 1L iO1 WPLY THERMOPUSTIC 9' WHITE UNE WPLY MERMDPLASTIC 6' YELLOW SOLD LEFT EGG HE PER CLTWlb STANDARD AIMS, PILM N0. A20B, DETML 25 OWPLY MERADPLASTIC 61/6' BOUBLE SOLD YELLOW STRIPE MEDIAN 15-D PER CLTPMS REVISED STMCRO PUNS, PLAN NO. AZQB, DUAL 2B SHEET INDEX: SHEET 1 TT£ SHEET SHEET 2 SGNING MD STRIPING RAN