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HomeMy WebLinkAbout1950-S GENERAL STRIPING AND SIGNING NOTES: 1. ALL DETAIL AND DIMENSIONS FOR TRAFFIC SIGNS AND THE INSTALLATION THEREOF SHALL CONFORM TO THE CALTRANS SIGN SPECIFICATIONS, TRAFFIC MANUAL, MAINTENANCE MANUAL AND STANDARD PLANS AND CITY STANDARD PLAN No. 133, UNLESS APPROVED OR DIRECTED BY THE CITY ENGINEER. 2. PROCEDURES FOR PAINTING OF STRIPING AND PAVEMENT MARKINGS AND INSTALLATION OF PAVEMENT MARKERS SHALL CONFORM TO THE STANDARD SPECIFICATIONS FOR PUBLIC WORKS CONSTRUCTION AND THE FOLLOWING PROVISIONS. A. ALL PAVEMENT MARKINGS SHALL CONFORM TO CITY MAINTENANCE STENCILS, (S.A.E.) UNLESS OTHERWISE NOTED. B. ALL CONFLICTING STRIPING AND PAVEMENT MARKINGS SHALL BE REMOVED BY WET SANDBLASTING. C. SUFFICIENT CONTROL POINTS AND SPOTTING SHALL BE SET FOR ACCURATE AND COMPLETE INSTALLATION OF NEW OR REPLACEMENT STRIPING AND MARKINGS. D. ALL CONTROL POINTS AND SPOTTING REMOVES DURING SANDBLASTING SHALL BE REPLACED PRIOR TO INSTALLATION OF STRIPING AND MARKINGS. E. ALL CONTROL POINTS AND SPOTTING SHALL BE INSPECTED AND APPROVED BY THE CITY TRAFFIC ENGINEER PRIOR TO INSTALLATION OF NEW OR REPLACEMENT STRIPING AND MARKINGS. F. ALL TRAFFIC STRIPING AND PAVEMENT MARKINGS INSTALLED ON NEW ROAD SURFACES SHALL BE AN APPROVED LOW VOC TYPE, 15 MIL THICK (WET). INSTALLATION SHALL BE IN TWO COATS WITH THE SECOND A MINIMUM OF TWO WEEKS AFTER THE FIRST, UNLESS OTHERWISE NOTED. G. ALL THERMOPLASTIC STRIPING AND PAVEMENT MARKINGS SHALL BE INSTALLED IN ONE COAT AND BE 10 MIL THICK (DRY), UNLESS OTHERWISE NOTED. H. UNDER NO CONDITIONS SHALL A ROADWAY BE LEFT OVER NIGHT, WEEKENDS NOR HOLIDAYS WITHOUT APPROPRIATE STRIPING AND MARKINGS TO THE SATISFACTION OF THE CITY ENGINEER. I ALL TRAFFIC STRIPING AND MARKINGS SHALL BE INSTALLED WITH ALL APPROPRIATE PERMITS AND TRAFFIC CONTROL MEASURES, IN ACCORDANCE NTH THE CITY AND STATE STANDARDS. J. TEMPORARY OR CONSTRUCTION STRIPING AND MARKINGS SHALL BE IN ACCORDANCE WITH CITY AND STATE STANDARDS AND AS DIRECTED BY THE CITY TRAFFIC ENGINEER. 3. TRAFFIC SIGN SHALL BE INSTALLED PER CITY STANDARD PLAN No. 401—B. North 1"=40' co Foothill Boulevard (55 MPH) I _ 250 i N 7 N 7 N N JOINC14100' 50' GAP 120' _ 90' GAP C14N N .� JOIN bo r �- CN N N JOINS — — — — JOIN p JOIN :- N N JOIN J01 t t _ t 4 1 6 1 1 6 1 1 5 �� 1 3 q CONSTRUCTION NOTES: E1 REMOVE CONFLICTING STRIPING BY WET SANDBLASTING METHODS. 2� PAINT 4" DOUBLE YELLOW PER STATE DETAIL 22. 3� PAINT 4" DOUBLE YELLOW ISLAND STRIPE PER STATE DETAIL 29. 4� PAINT 4" DOUBLE YELLOW TWO—WAY LEFT TURN LANE PER STATE DETAIL 32. NO. REVISION APPR. DATE 5� PAINT 8" WHITE BARRIER LINE PER STATE DETAIL 38. " CITY OF RANCHO CUCAMONGA PAINT 4 SOLID WHITE LANE LINE AT INTERSECTION AS SHOWN. 7� PAINT TYPE IV TURN ARROW. SIGNING AND STRIPING PLAN FOR: PREPARED UNDER THE SUPERVISION OF FOOTHILL B (APPX. 290' EAST OF DAYCREEK CHANNEL) -` GEORGE DORE — R.C.L 46585 APPROVED BY DATE — <vQ�O0'�?'C}E r�0 ��\ �e�oNOi/ CITY ENGINEER LZR.C.E. NOi_ DESIGN PLANS PREPARED BY REC MENDED leo No 21 ?_6 v�� rn I �` No.C 46585 '' HAK Exp, (:6-30--05 �� � �,, Katz, Okitsu & Associates d Exp.o,-sc 07 DRAWN C�1�n E 'veers and Prans�{attion Banners SHEET �G �`a'i z'r HAK OF �F_/� 9T 685 E. CARNEGIE DRIVE, SUITE 125 CHECKED SAN BERNARDINO, CA 92408 DRAWING NO. 0—f F /, Tel: 909.890.9693 Fax: 909.890.9694 REM www.katzokitsu.com 5�