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HomeMy WebLinkAbout2008-S i , t CHERRY AVENUE t 'I lie EXIST. R W BEECH AVENUE EXIST. R/W, - I . WILSON AVENUE . � �.-__ - EXIST. C&G Lai EXIST. C&G 5 4 150' 1 3 �� - CL STREET -=CL ST __ - __ W, - :. . -c :.ia-.- x-x..•-yam 0. LAJ ixZ 1 5 W74 7 R18-2 7 R18-2 7 j � PROP. C&G M. i EXIST. R/W 10VIE 8 9 8 9 8 V � Ii AVEN U EBEECHEXIST. R/W $IGIMIN(a AND $� GENERAL NOTES 1 3 1 --=- ----- - Q EXIST. C&G 1. ALL WORK, MATERIALS AND EQUIPMENT FOR TRAFFIC SIGNING, STRIPING, AND LOOP REPLACEMENT W SHALL CONFORM TO THESE PLANS, THE CURRENT STANDARD PLANS AND SPECIFICATIONS FOR THE 111. 'Ar- CL STREET CITY OF FONTANA, AND THE 2002 STANDARD PLANS AND SPECIFICATIONS OF THE STATE OF - — — — — -- CALIFORNIA DEPARTMENT OF TRANSPORTATION. 4w 04 - — — - — 2 KINGS SHALL BE REPLACED BY THE CONTRACTOR, • � EXISTING STRIPING AND PAVEMENT MAR R, f EXCEPT AS NOTED ON THESE PLANS ------------- 3 PAVEMENT MARKINGS & LEGENDS SHALL CONFORM TO THE CITY OF FONTANA STANDARD STENCILS 1 — — _-- iv 4. ALL STRIPING AND PAVEMENT MARKINGS SHALL BE ALKYD THERMOPLASTIC, PER SPECIAL PROVISIONS. J - _ LO ao 5. TRAFFIC SIGN DIMENSIONS, COLOR AND LETTERING SHALL CONFORM TO THE LATEST CALTRANS SIGN SPECIFICATIONS SHEETS. SIGN CODES SHOWN HEREON ARE TO CONFORM TO CALTRANS SPECIFICATION SHEET CODES. TRAFFIC SIGN SIZE SHALL BE STANDARD UNLESS OTHERWISE aim _ SHOWN ON THE PLANS. Q 9 8 9ftft PROP. C&G 8 9 & 10 9 6. ALL SIGNS SHALL BE MOUNTED ON A GALVANIZED STEEL POST, UNLESS OTHERWISE SHOWN,Nam { _ PER CITY STANDARD DETAIL 139. EXIST. R/W Nam _ 7. IT SHALL BE THE RESPONSIBILITY OF THE CONTRACTOR TO MAINTAIN BARRICADES, DELINEATORS OR OTHER TRAFFIC CONTROL AT ALL TIMES. ' 224' TRANSITION 8. CONTROL POINTS OR "CAT-TRACKING" TO BE APPROVED BY THE ENGINEER TWO WORKING DAYS PRIOR TO PAVEMENT STRIPING APPLICATION. 9. CROSSWALKS SHALL HAVE 10' BETWEEN CENTERLINES OF 12" STRIPES PER DETAIL "A" SHOWN HEREON. 10. CONFLICTING STRIPING/MARKINGS TO BE REMOVED BY WET SANDBLASTING METHOD. 11. AS SHOWN ON PLANS, CENTERLINE STRIPING SHALL CONSIST OF DETAIL 2 STRIPING BETWEEN SKaIVING AND STFE14G NOTES INTERSECTIONS AND SHALL END AT INTERSECTIONS WITH 50' OF DETAIL 22 STRIPING PER DETAIL "A" SHOWN HEREON. ) WET SANDBLAST AND REMOVE ALL CONFLICTING STRIPES, RPM'S OR PAVEMENT MARKINGS AS SHOWN TO THE SATISFACTION OF THE ENGINEER. 12. INSTALL BLUE TWO-WAY REFLECTIVE PAVEMENT MARKERS AT EACH FIRE HYDRANT. 02 INSTALL DOUBLE YELLOW STRIPES PER CALTRANS STD. PLAN A20B, DETAIL 29. F3 INSTALL 4" WHITE LANE UNE PER CALTRANS STD. PLAN A20A, DETAIL 12. ❑4 INSTALL CHANNELIZING LINE PER CALTRANS STANDARD PLAN A20D, DETAIL 38, AS SHOWN. 05 INSTALL 50 LINEAR FEET OF 4" WIDE WHITE SOLID LANE LINE AS SHOWN. CITY OF RANCHO CUICAMONGA © INSTALL TYPE IV PAVEMENT MARKING ARROW PER CALTRANS STANDARD PLAN A24A AS SHOWN. SHOULD CONSTRUCTION OF THE REQUIRED F71 REMOVE AND SALVAGE EXISTING ROADSIDE SIGN AS SHOWN. IMPROVEMENTS NOT COMMENCE WITHIN APPROVED BY: DATE: TWO YEARS OF THE DATE OF APPROVAL ���� �', ® FURNISH AND INSTALL STANDARD R26(S) SIGN ON POST AS SHOWN. SHOWN HEREON AND CARRIED FORTH INA CITY ENGINEER RCE NO.: DILIGENT MANNER, THE CITY ENGINEER MAY REQUIRE REVISIONS TO THE PLANS TO Q9 INSTALL BIKE LANE SYMBOL PER CALTRANS STD. PLAN A24C. BRING THEM INTO CONFORMANCE WITH CONDITIONS AND STANDARDS IN EFFECT. 10 INSTALL R81, R81 A, AND R26(S) ON POST SCALE. 1" = 40' DESCRIPTION OF REVISION DATE CRY 1 0 APPROVAL 0 40 80Underground Service Alert BENCH DAVID EVANS CITY OF FONTANA, CAUFORNIA r4Y SECTION 4216/4217 OF THE GOVERNMENT CITY OF F��_ JEFFREY D AND A S S O C I AT E S mc. I GOVERNMENT NT BENCHMARK ID 8-17 DRAWN �' SCALE: 1.=40' CODE REQUIRES A DIG ALERT OE K„� = 800 North Haven Avenue, Suits 300 FAL/FUP BEECH AVENUE NUMBER BE ISSUED BEFORE A PERMIT To NEAR N/W CORNER OF HIGHLAND & SAN RUPP Ontario Caldomis 91764 W ROVIENEW PLAN$ VERT:HORIZ' 1%W EXCAVATE WILL BE VAUD SAVAINE AVE. 343' N OF HOHLAND AND NO. 42868 Puns: 909.481.5750 DESIGJGRH NED BY: FOR YOUR DIG ALERT I.D. NUMBER CALL 0.2 MI. W. OF SAN SAVAINE. IN S CONC. E*6 3/31/2006 CHECKED BY- q�p � p�,q�J DATE: UNDERGROUND SERVICE ALERT BASE OF S.C.E. TOWER 195 '�,� c►v�\ �,/ �qF C/�► t�✓jp��9 JKR oe/12/04 SHEET NO. 1 -800-227-2600 ELEV.=1428.61 ENGWS OM My RE RUPp. PF.AIG1l+IEER om J08 NO. REVISIONS �vK APPF4N& RCE NO. Sf115213654 5 OF 6