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HomeMy WebLinkAbout2598-2CITRUS 33' SCALE: 1 "=20' ,VENUE it \ EXISTING RIGHT OF WAY / - ' � � � �� �\ � -------------- —�—� -�� � � EXISTING RIGHT OF WAY — — — — — — — — — — — — — EXISTING CURB AND GUTTER y � - __� � � � EXISTING CURB AND GUTTER — — -- --- --- --- --- -- - - - - - EXISTING EDGE OF PAVEMENT -- - - - - - - -- EXISTING RIGHT OF WAY � � ��� >�� / � EXISTING RIGHT OF WAY 400, i SIGNING AND STRIPING GENERAL NOTES: � N� �� � � �; �' ip SIGNING CONSTRUCTION NOTES: SNI II i I I Inw 1. ALL WORK, MATERIALS AND EQUIPMENT FOR TRAFFIC SIGNING AND STRIPING SHALL I i SII I II I I I V ~' I aRELOCATE EXISTING R35 SIGN AND POST AS SHOWN (QUANTITY - 1 EACH). CONFORM TO THESE PLANS, THE STANDARD SPECIFICATIONS FOR THE CITY OF FONTANA. i �N I II I I � � � 2 RELOCATE EXISTING R2(35) SIGN AND POST AS SHOWN (QUANTITY - 1 EACH). AND THE 1992 STANDARD PLANS AND SPECIFICATIONS OF THE STATE OF CALIFORNIA. � Q i ZII I II I I I u Z Q 3 REMOVE EXISTING TYPE "LMARKER (QUANTITY - 6). 3 i Q 20' � i�' �o' �� zo a 3 4 REMOVE EXISTING TYPE We MARKER AND POST (QUANTITY - 1 EACH). 2. PAVEMENT MARKERS AND TRAFFIC STRIPING DIMENSIONS SHALL CONFORM TO CALTRANS0 i m ' m lu_ STANDARD PLANS. � i SII I II I I I u � o CD ;NI II I I 111 0 0 3. PAVEMENT MARKINGS &LEGENDS SHALL CONFORM TO THE CIN OF FdNTANA STANDARD STENCILS. x i zII I Z It " ' N � i� i � ���X iZ STRIPING CONSTRUCTION NOTES: 4. ALL STRIPING AND PAVEMENT MARKINGS SHALL BE ALKYD THERMOPLASTIC PER SPECIAL PROVISIONS. z � � xN S. TRAFFIC SIGN DIMENSIONS, COLOR AND LETTERING SHALL CONFORM TO THE LATEST x I i w� i I) I I I U W �x CALTRANS SIGN SPECIFICATIONS SHEETS. SIGN CODES SHOWN HEREON ARE TO CONFORM I I I I N W [APPLY REMOVE CONFLICTING STRIPING/MARKING BY SANDBLASTING (QUANTITY - 309 S.F.). TO CALTRANS SPECIFICATION SHEET CODES. TRAFFIC SIGN SIZE SHALL BE STANDARD i II` \ I I (N APPLY 12" SOLID WHITE CROSSWALK MARKING (QUANTITY - 350 S.F.). APPLY 4" SOLID WHITE CHANNELIZATION STRIPE (QUANTITY - 17 S.F.). UNLESS OTHERWISE SHOWN ON THE PLANS. i III II I I I N APPLY 4" WHITE SKIP STRIPING (DETAIL 9)(QUANTITY - 5 S.F.). 6. ALL SIGNS SHALL BE MOUNTED ON A GALVANIZED STEEL POST, UNLESS OTHERWISE SHOWN, WHITE "35" PAVEMENT LEGENDS AS SHOWN (QUANTITY - 33 S.F.). PER CIN STANDARD DETAIL �3s. DRAWING OF RECORD 7. IT SHALL 8E THE RESPONSIBILITY OF THE CONTRACTOR TO MAINTAIN BARRICADES, DELINEATORS 10/1/98 - NO CHANGES OR OTHER TRAFFIC CONTROL AT ALL TIMES. S. CONTROL POINTS OR "CAT -TRACKING" TO BE APPROVED BY THE ENGINEER 24 HOURS PRIOR AUTOCAD FILENAME: CIT_ARR_SP.DWG TO PAVEMENT STRIPING APPLICATION. w„ Q„e,., ,%V,m,,,., ,,.iw I ru,. I ,.,,, ,,.� 9. CROSSWALKS SHALL HAVE 10' BETWEEN CENTERLINES OF 12" STRIPES AS SHOWN. o 0 DIAL TWO WORKING BEF❑RE DAYS BEFORE YOU DIG YOU ])If-- TOLL IGTOLL FREE 1-800-422-4133 A PUBLIC SERVICE BY UNKRGROM SERVICE ALERT