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962r_ssRANCHO CALFORMA DESCRTPTION UNITS ROAD AND VA SENA TRACT LF 921 `1444 -1 i CRI����l 4 S cF 50e5 'Te ,. PHASE 1 31444 -1 i Ln Li v ¢ 0- d 0 z ¢ Ln 0 of 0 z cn r r z 0 V w J m ¢ 0 J ¢ w v z ¢ M 0 z 0 0 0 r cn ¢ NO. DESCRTPTION UNITS QUANTITY *' Ot SANDBLAST EXISTING CENTERLINE STRIPING OR GRIND LF 921 ® PAINT 4" WIDE DOUBLE YELLOW STRIPE PER CALTRANS STD A20A DETAIL 22. PAINT TWO COATS. LF 1382 O PAINT 4" WIDE SOLID WHITE STRIPE PER CALTRANS STD A20D DETAIL 38. PAINT TWO COATS. LF 536 ® APPLY THERMO WHITE MERGE AND THROUGH ARROWS PER CALTRANS STD. A24A. TYPE I. EA. 2 O APPLY THERMO WHITE LEFT TURN ARROW PER CALTRANS STD. A24A, TYPE IV (L). EA. 1 © APPLY THERMO 12" WIDE WHITE LIMIT LINE PER CALTRANS STD. A24E LF 36 7O APPLY THERMO PAVEMENT MARKING "STOP" PER CALTRANS STD. A24D EA. 2 ® APPLY THERMO RIGHT TURN TYPE IV (RT) DIRECTIONAL ARROWS PER CALTRANS STD. A24A EA. 2 90 APPLY THERMO LEFT TURN TYPE IV (LT) DIRECTIONAL ARROWS PER CALTRANS STD. A24A EA. 2 10 INSTALL 'STOP' SIGN PER CALTRANS STD. R1 -1. STREET SIGN TO BE ADDED TO SAME POST EA. 1 11 INSTALL 'NO STOPPING ANY TIME' SIGN PER CALTRANS STD. R26A. SET POST 8' FROM E.O.P. EA. 8 12 INSTALL WARNING SIGN PER W1 -7 AND TYPE N -1 EA. 1 13 INSTALL WARNING "PAVEMENT END" SIGN PER W8 -3 EA. 2 14 INSTALL 36" WARNING SIGNS PER W2 -2 (R) EA. 2 15 INSTALL WARNING SIGN PER W16 -8P EA. 2 16 INSTALL REGULATORY SIGN PER R60 -19 (CA) EA. 2 17 INSTALL WARNING SIGN PER W16 -2AP EA. 1 18 INSTALL 36" WARNING SIGN PER W3 -1 EA. 1 19 PAINT 4" WIDE EDGE WHITE LINE PER CALTRANS STD A20B DETAIL 27B. PAINT TWO COATS. LF 2504 00 INSTALL LANE ENDS SIGN PER W4 -2 EA. 1 21 20'MIN EDGE STRIPING TRANSITION TO EXISTING STRIPE OR AS DIRECTED BY THE FIELD INSPECTOR - - QUANTITIES SHOWN HEREON ARE FOR PERMIT AND / OR BONDING PURPOSES ONLY AND SHALL NOT BE USED FOR BIDDING. CONTRACTOR SHALL DETERMINE HIS OWN QUANTITIES AND BID TO COMPLETE THE PROJECT. LAND OWNER APPLICANT GRAPEROAD, LLC 30343 CANWOOD STREET, STE 206 AGOURA HILLS, CA. 91301 TEL (818) 706 -8311 FAX (818) 706 -8340 REI MANAGEMENT COMPANY 30343 CANWOOD STREET, STE 206 AGOURA HILLS, CA. 91301 (818) 706 -8311 3 GRAPHIC SCALE 1. ALL MATERIAL AND WORK SHALL CONFORM TO THE LATEST EDITION OF COUNTY OF RIVERSIDE STANDARD PLANS, CALTRANS STANDARD PLANS AND STANDARD SPECIFICATIONS, AND CALIFORNIA MANUAL ON UNIFORM TRAFFIC CONTROL DEVICES. 2. ALL TRAFFIC STRIPES, PAVEMENT MARKINGS, AND SIGNS SHALL BE REFLECTORIZED AND IN STANDARD SIZE. ALL STRIPING AND MARKING DETAILS SHALL MATCH CALTRANS STANDARD PLANS DETAILS. STENCILS FOR PAVEMENT MARKING SHALL MATCH CALTRANS STANDARD PLANS. 3. THE CONTRACTOR SHALL REMOVE ALL CONFLICTING STRIPES, PAVEMENT MARKINGS, AND RAISED PAVEMENT MARKERS IN ACCORDANCE WITH THE PLANS AND AS DIRECTED BY THE ENGINEEER. WORD OR SYMBOL PAVEMENT MARKINGS SHALL BE REMOVED BY SANDBLASTING OR GRINDING A RECTANGULAR AREA COVERING THE WHOLE MARKING. 4. ALL CROSSWALKS SHALL HAVE 10 FEET IN BETWEEN THE 12 —INCH WHITE OR YELLOW STRIPES. 5. ALL DOUBLE YELLOW STRIPES SHALL HAVE 3 —INCH PAINTED BLACK LINE SEPARATING THE YELLOW STRIPES. 6. THE CONTRACTOR SHALL FURNISH AND INSTALL ALL TRAFFIC STRIPES, RAISE PAVEMENT MARKERS (RPMs), PAVEMENT MARKINGS, AND SIGNS IN ACCORDANCE WITH THE PLANS AND AS DIRECTED BY THE ENGINEER. 7. ALL PAVEMENT MARKINGS INCLUDING CROSSWALKS, LIMIT LINES, AND STOP BARS SHALL BE APPLIED WITH THERMOPLASTIC MATERIAL. ALL OTHER TRAFFIC STRIPES SHALL BE PAINTED IN TWO COATS. 8. ALL RPMs SHALL BE INSTALLED WITHIN SEVEN WORKING DAYS OF ROADWAY STRIPING. ALL EXISTING RPMs WITHIN THE PROJECT AREA SHALL BE REPLACED IN KIND OR REMOVED IN ACCORDANCE WITH THE PLANS, OR AS DIRECTED BY THE ENGINEER. 9. THE CONTRACTOR SHALL INSTALL STANDARD SIZE SIGN PANEL ON 2" SQUARE PERFORATED STEEL TUBE POST WITH TWO PIECE ANCHOR AND SLEEVE, D FASTENED WITH 318" RIVETS WITH STAINLESS STEEL WASHERS, UNLESS OTHERWISE NOTED. THE EXACT LOCATION OF ALL SIGNS SHALL BE DETERMINED IN THE FIELD BY THE ENGINEER. N 10. THE CONTRACTOR SHALL REMOVE SI,GS IN ACCORDANCE WITH THE PLANS AND AS DIRECTED BY THE ENGINEER. THE CONTRACTOR SHALL DELIVER REMOVED SIGNS TO THE COUNTY YARD OR AS DIRECTED BY THE ENGINEER. THOMAS BROTHERS: RIVERSIDE COUNTY, PAGE 930 - IJ T7S R2W SEC 24 & 25 VICINITY MAP NO. SCALE I.P. N0. 140041 � 18 13 PAVEMENT ENDS ( IN FEET ) 1 inch = 30 ft. STA 22 +24.67 PAVEMENT SECTION ENDS