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HomeMy WebLinkAbout1973-S CITY OF RANCHO CUCAMONGA O INSTALL 12 SOLID WHITE LINE, PER RC STD 133. OZ REMOVE EXISTING STRIPING. -URIPING A ND PA VEMENMA RKINGS ,P" �. O INSTALL 4 SOLID DOUBLE YELLOW PER RC STD 133. -,TRACT NO. 16274- O INSTALL 4" SOLID WHITE PER RC STD 133. O INSTALL STREET NAME SIGN PER RANCHO CUCAMONGA STD. 401 A & B. O INSTALL 4" SOLID YELLOW PER RC STD 133. O INSTALL 4" BROKEN YELLOW PER RC STD 133. O INSTALL R1 STOP SIGN & LEGEND PER RC STD 401 . O INSTALL BLUE MARKS PER RC STD 134. 10 PAINT TYPE I ARROW PER CALTRANS STANDARD 11 PAINT "STOP AHEAD" LEGEND PER RC STD q � � O o ACCURB AND 4" SOLID WHITE STRIPE SHALL BE DIRECTED BY TRAFFIC ENGINEER o ~ ,� �,} z 0 -� TRA CT NO. 1 6274 Ck O N �� N SCALE. =30 $ SEE LO WER LEFT z w � o I + cv U z z COMMUNITY TRAIL. _. , .dO1S dOlSl COMMUNITY TRAIL. Z EDGE OF EX. AC <110 �a 1 10 5 PAVEMENT a 4 �O -#---.- 9 N EX. 4" YELLOW STRIPE , 6 i 6 — _._- - - - - - - �_ �i �■ 1 �u �� 0 �. o. =mow--mom_ ■� � m �.�. WILSON 7 50A; __ _��v ' � a CURB A VE. _ _ -- - - - - - - - - - - - -- - - - - - - - -- - —r - - — — --- �\ - - - - - I- - - �_ C� 142' — — — — — — — — —— o21 I — F X. 4" YELLOW & PROPOSED STRIPING � I I i I II 0 0 7 �QQpF�SS/pti GENERAL SIGNING AND STRIPING NOTES h� 1) ALL DETAILS AND DEMENSIONS FOR TRAFFIC STRIPING AND MARKINGS AND THE aG NO 047 8 UPPER TRACT NO. 16279 "' INSTALLATION THEREOF SHALL CONFORM TO THE STANDARD SPECIFICATIONS TRAFFIC EE RIGHT INSTALL W75 SIGN o MANUAL MAINTENANCE MANUAL AND STANDARD PLANS, CITY STANDARD DRAWING 133, -J ON POST I I , UNLESS OTHERWISE APPROVED OR DIRECTED BY THE CITY ENGINEER. I I I I II; 9�F CIV41 Q,, I I INSTALL R26(S) ON ST LT. 2) PROCEDURES FOR PAINTING OF STRIPING AND PAVEMENT MARKINGS AND OF I ( ' S N I I 1 PAVEMENT MARKERS SHALL CONFORM TO THE STANDARD SPECIFICATIONS FOR PUBLIC �� - . WORKS CONSTRUCTION AND THE FOLLOWING PROVISIONS. I � \ A. ALL PAVEMENT MARKINGS SHALL CONFORM TO CITY MAINTENANCE STENCILS, (S.A.E.) 6 �\ �� UNLESS OTHERWISE NOTED. 8. ALL CONFLICTING TRAFFIC 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,._. DESCRIPTION OF REVISION DATE APPCITY ROVED 1 - --_ D. ALL CONTROL POINTS AND SPOTTING REMOVED DURING SANDBLASTING SHAt,LL..BE ED \ Q �\ - - REPLACED PRIOR TO INSTALLATION OF STRIPING AND MARKING. C) 6 EDGE OF £X. AC PA�£M£NT 6 a� W E. ALL CONTROL POINTS AND SPOTTING SHALL BE INSPECTED AND APPROVED BY THE CITY OF RANCHO CUCAMONGA ` - - 50 �__ 5050' CITY TRAFFIC ENGINEER PRIOR TO INSTALLATION OF NEW OR " REPLACEMENT STRIPING _ + + CL AND MARKING. STRIPING & PAVEMENT MARKING PLAN _ _ I {. i, + F. ALL TRAFFIC STRIPING AND PAVEMENT MARKINGS INSTALLED ON NEW ROAD SURFACE A 6 SHALL BE AN APPROVED LOW VOC TYPE, 15 MIL THICK (WET). INSTALLATION SHALL . C°`� CURB _ NORTHWEST CORNER OF WILSON AVE. & UNLESS OTHERWISE NOTED. TER THE FIRST, . � I BE IN TWO COATS WITH THE SECOND A MINIMUM OF TWO WEEKS AF + , MAYBERRY AV E. \ \ / G. ALL THERMOPLASTIC STRIPING AND PAVEMENT MARKINGS SHALL BE INSTALLEalN , \ � I Z Q ONE COAT AND BE 10 MIL THICK (DRY), UNLESS OTHERWISE NOTED. 1Y1 _ T A Y8ERR Y ` V A VE. H. UNDER NO CONDITIONS SHALL A ROADWAY BE LEFT OVER NIGHT, WEEKENDS OR ' FOR TRACT NO. 162741 HOLIDAYS WITHOUT APPROPRIATE STRIPING AND MARKINGS TO THE SATISFACTION OF I ( Io I II THE CITY ENGINEER. APPROVED BY DATE: o ^ /� I c,� (- I. ALL TRAFFIC STRIPING AND PAVEMENT MARKINGS SHALL BE INSTALLED WITH ALL CITY ENGINEER: R.C.E. NO >S APPROPRIATE PERMITS AND TRAFFIC CONTROL MEASURES, IN ACCORDANCE WITH CITY . DESIGN: RECOMMENDED: AND STATE STANDARDS V TRITECH ASSOCIATES INC. �� J. TEMPORARY OR CONSTRUCTION STRIPING AND MARKING TO BE IN ACCORDANCE WITH T. K SUBDIVISION SURVEY ENGINEERING D£SPGN -� ♦-� CITY AND STATE STANDARDS AND AS DIRECTED BY THE CITY TRAFFIC ENGINEER. lu Q DRAWN: 135 N. SAN GABRIEL BLVD. SHEET: ' SAN GABRIEL, CA 91775 9 O T. K ATEL: (626) 570-1918 4 : SCALE. 1" — J 0 W CHECKED: -----------------R.C.E. N0._ ____ DRAWING NO. HONG CAO DATE__02-25_04 __FILE. NO. 020816 /9 73—,5