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HomeMy WebLinkAbout2963-1T 4� „� -•.,, off. .`L> xo GO CONSTRUCTION 0 0 0 GENERAL NOTES: 1 . CONSTRUCTION PERMITS SHALL BE OBTAINED FROM THE CITY OF FONTANA COMMUNITY DEVELOPMENT DEPARTMENT, ENGINEERING DIVISION PRIOR TO THE START OF ANY WORK. INSPECTION COORDINATION SHALL BE REQUESTED AT LEAST TWO WORKING DAYS PRIOR TO THE START OF ANY WORK IN PUBLIC RIGHT OF WAY WITHIN CITY LIMITS. CALL (909) 350-7G 10. 2. THE CONTRACTOR SHALL CONFORM TO ALL TRAFFIC CONTROL POLICIES, METHODS AND PROCEDURES DESCRIBED IN THE STATE OF CALIFORNIA MANUAL OF TRAFFIC CONTROLS, LATEST NON -METRIC EDITION UNLESS OTHERWISE DIRECTED BY THE CITY ENGINEER. 3. TWO WORKING DAYS NOTICE TO THE TRAFFIC SECTION IS REQUIRED PRIOR TO REMOVAL OF TRAFFIC CONTROL DEVICES OR EQUIPMENT. STOP SIGNS SHALL ONLY BE REMOVED BY CITY PERSONNEL. 4. ALL LABOR, MATERIALS AND EQUIPMENT SHALL CONFORM TO THE CALTRANS "STANDARD PLANS", "STANDARD SPECIFICATIONS" AND "TRAFFIC MANUAL", LATEST NON -METRIC EDITIONS. 5. 24 HOURS NOTICE SHALL BE GIVEN TO THE CITY TRAFFIC ENGINEER FOR APPROVAL OF CONTROL POINTS OR "CAT -TRACKING" PRIOR TO APPLICATION OF PAVEMENT STRIPING. TO G. THE CONTRACTOR SHALL INSTALL PAVEMENT MARKINGS AND STRIPING AS REQUIRED ENTRANCE VI LLACE CENTER PARK BY THE CITY TRAFFIC ENGINEER. I z 7. TRAFFIC SIGN DIMENSIONS, COLOR AND LETTERING SHALL CONFORM TO THE LATEST I CALTRANS SIGN SPECIFICATION SHEETS. SIGN CODES SHOWN HEREON ARE TO I CD CONFORM TO CALTRANS SPECIFICATION SHEET CODES. TRAFFIC SIGN SIZE SHALL BE crj cv STANDARD UNLESS OTHERWISE SHOWN ON THE PLANS. i! ' II '`' Is 8. ALL SIGNS SHALL BE MOUNTED ON GALVANIZED STEEL POSTS, UNLESS OTHERWISE SHOWN ON THE PLANS, PER CITY STANDARD DETAIL 135. ? is I 9. STENCILS USED FOR PAVEMENT MARKINGS AND LEGENDS SHALL MATCH CITY OFJ II I !J tt o,. FONTANA STANDARD STENCILS EXACTLY. I _ (� i 10. ALL STRIPING AND PAVEMENT MARKINGS SHALL BE ALKYD THERMOPLASTIC UNLESS OTHERWISE APPROVED BY THE CITY ENGINEER.I 1 1. CROSSWALKS SHALL HAVE 10' BETWEEN THE CENTERLINE OF THE 12" STRIPES II I i UNLESS OTHERWISE SHOWN ON THE PLANS. I I II tf 12. AS -BUILT DRAWINGS SHALL BE PROVIDED BY THE CONTRACTOR TO THE ENGINEER OF i RECORD, WHO SHALL PROVIDE RECORD DRAWINGS TO THE CITY ENGINEER.11 t w it ! I I I jt i° 111 1 if t NG T1 1271 w V DRB TTER E)(ISTING ell A I I _ d�G LAND � I 1 -------SCAPED �. --------- i----------------- ------ ,� Mug W -111a- krek. cl G m 30 ,o 3 I z: ----------- 4 M. _ EX—IS—TIN—G_8_!SOLID EXISTING tt DR _ E REPLACED wMITE STRI PE — To — — — — 3 III I ►II ._. I IiI I zziz III — _ _�__ ._� _ — �• __-_ .� -- EXISTING 4IE DASHEDzzaz Q _ �- —W—HI—TE S_TR—IP—ET—O_ ---- i _ REMAIN I I i --------------- _.. /----------- r' if Oz 111 I it I I { �I <a Oco it z W Qf it t I ►t I' I l�..I. I pe coIt in Lu fl co is if roto �w—�; I ; t I / r v LL f4 ;I l..L I 1 i Ii it t; I t J CURVE DATA ° ; I! I --� ;{ t Ij � I I + ii R T L i� STRIPE. A 12035'29" 1 270.00 140.1 1 279.10 f � INSTALL LEFT TURN ARROW PER CALTRANS STANDARD. B 3601 G'5G" 670.00 232.55 447.GG 1 o I! REMOVE AND REPLACE EXISTING LEFT TURN ARROW. C 3801050 689.00 239.14 460.36 REMOVE AND REPLACE EXISTING 8" STRIPE. D 180 14'29" 270.00' 43.35' 85.96' tl ! If IE I 1 }I s L ILu 705743" 270.00' 18.79' 37.56E ! f j Iz F 04043'39° 677.00 27.95 55.86 f l if I I I i G 05 0005 1277.00 55.77 1 1 1.47 E `j i; I I ; is 0400740" 1278.00 42.05 92.07