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HomeMy WebLinkAbout2177550' 550' ry EXISTING R/W 177 1-800-422-4133 • _ FASxx __ LIVE OAK AVE. ' I C18 -F de C13 EXISTING R1 �- 1S 178 179 EXISTING R1 R7 180 ��� -------------------i�\�. � r �I //" i of -•-- ----------------�----� WPI c� c� z z F- V) X X w w racy �a m _Z�:I0!� CL -1m PAINT TEMPORARY THROUGH ARROW i EXISTING RIGHT TURN ARROW TO REMAIN I PAINT YELLOW TRANSITION LINE i EXISTING R1 I 181 182 — — —dg==-� — — v i- - ----- i --- ---------------------------------- W2 ---------------------------------W2 �RT� Cl EXISTING R1 W6 30 1 0 R7 jj • SI�EXISTING R1 i C18 i II PAINT STOP BAR AND LEGEND JURUPA 183 PAINT 8' WHITE EDGE LINE PER CALTRANS DETAIL 38 — 184 — — 185 _ W44 R 6 3 -------------------------- ----- — ------ --- ---- — /7--- %7----- j -----7----- �-----�---- -- REMOVE EXISTING EDGE LINE AND DIAGONAL LINES BY SANDBLASTING LEGEND INSTALL TYPE III BARRICADES, TYP. —186 - FAS 187 AVENUE - - 188 - - REMOVE W2 W6 189 ------7----------------- REMOVE CONFLICTING YELLOW STRIPE BY SANDBLASTING c� U) W GENERAL NOTES: HEMLOCK AVE. 1. ALL TRAFFIC CONTROL WORK FOR CONSTRUCTION SHALL CONFORM TO ----- EXISTING LANE LINE CALTRANS "MANUAL OF TRAFFIC CONTROLS", LATEST EDITION, CALTRANS STANDARD SPECIFICATIONS AND STANDARD PLANS, LATEST EDITION. EX. DOUBLE YELLOW STRIPE 2. SIGNING AND STRIPING SHALL CONFORM TO CALTRANS LATEST "TRAFFIC --- — EX. EDGE LINE MANUAL" AND THE STANDARD PLANS A20 (A—D) & A24 (A—D) AND STANDARD SPECIFICATIONS. SIGN SIZE SHALL BE STANDARD UNLESS NOTED — CENTER LINE OTHERWISE. R/W 3. CONSTRUCTION TRUCK TRAFFIC MERGING INTO TRAFFIC LANES SHALL BE ' BY USE OF FLAGMAN AND APPROPRIATE SIGNAGE AS DIRECTED BY ENGINEER. 550' EXISTING CURB & GUTTER 4. UPON COMPLETION OF CONSTRUCTION, RESTORE ALL SIGNING, STRIPING, EXISTING R/W ,! PROPOSED TEMPORARY SIGN BARRICADES AND OTHER TRAFFIC CONTROL DEVICES TO ORIGINAL CONDITION. b EXISTING SIGN 5. EXACT LOCATION OF ALL EQUIPMENT AND CONTROL DEVICES TO BE 00 DETERMINED BY THE ENGINEER. ADDITIONAL WARNING AND/OR CONSTRUCTION }} BARRICADE — TYPE II SIGNS MAY BE REQUIRED BY THE ENGINEER. +++- BARRICADE — TYPE III 6. IT SHALL BE THE RESPONSIBILITY OF THE CONTRACTOR TO MAINTAIN JURUPA AVENUE BARRICADES, DELINEATORS OR OTHER TRAFFIC CONTROL AT ALL TIMES. 193 194 195 1196 EXISTING BARRICADE — TYPE III -- - - - - - - - --1— 7. ALL CONFLICTING STRIPING AND PAVEMENT MARKINGS ARE TO BE REMOVED 'H" +4+ +[+ • DELINEATORS 36"MIN. 45 SPACINGFROM THE PAVEMENT BY SANDBLASTING BY THE CONTRACTOR. �-�� • ---------------------------------------------------------------------------_ �►- DIRECTION OF TRAVEL -----------------------------------------------_ FLASHING ARROW SIGN (FAS) SCALEi 1'=40' IT'S THE LAW ! CALL AT LEAST TWO DIAL BEFORE WORKING DAYS PRIOR YOU DIGI TO EXCAVATING O c L UNDERGROUy ND SERVICE ALERT BEFORE EXCAVATING, THE CONTRACTOR SHALL VERIFY THE LOCATION OF UNDERGROUND UTIUIES BY CONTACTING UTILITY UNDERGROUND SERVICE ALERT AT 1-800-422-4133