The URL can be used to link to this page

Home My WebLink About1580-S WWJM" _ 41 f BOUNTY OF SANRFRNARDINO , CALIFORNIA FOOTHILL "N. BANYAN ST. PROJECT (FUTURE) > > Q Qi r rq r1 r\l VINTAGE DR. j 15 " ¢¢ �� g HIGHLAND AVE. QF 0 =V SAN B ERNAR IN D 0 (a�l F F1NY. _ ...�" " Lij .- W r _ WY = Q J VICIKII 6 5 4 3 2 1 78 N T S BIGHORN _PEAK COU-RT 77 _ ,w STRIPING CONSTRUCTION NOTES: 7 8 9 10 11 12 Q 76 1. ALL DETAILS AND DIMENSIONS FOR TRAFFIC STRIPING AND MARKINGS AND THE INSTALLATION THEREOF SHALL CONFORM TO CALTRANS, STANDARD SPECIFICATIONS, TRAFFIC MANUAL, MAINTENANCE MANUAL AND STANDARD PLANS AND CITY 75 STANDARD PLAN NO. 133, UNLESS OTHERWISE APPROVED OR DIRECTED BY THE CITY ENGINEER. 18 17 16 15 14 13 2. PROCEDURES FOR PAINTING OF STRIPING AND PAVEMENT MARKINGS AND INSTALLATION OF PAVEMENT MARKERS SHALL INDEXT DRAWINGS 74 CONFORM TO THE STANDARD SPECIFICATIONS FOR PUBLIC WORKS CONSTRUCTION AND THE FOLLOWING PROVISIONS. T I ME3L K MOUN AIN COUR 1 A. ALL PAVEMENT MARKINGS SHALL CONFORM TO CITY MAINTENANCE STENCILS, (S.A.E.) UNLESS OTHERWISE NOTED. 73 B. ALL CONFLICTING TRAFFIC STRIPING AND PAVEMENT MARKINGS SHALL BE REMOVED BY WET SANDBLASTING. z W N Q 20 C. SUFFICIENT CONTROL POINTS AND SPOTTING SHALL BE SET FOR ACCURATE AND COMPLETE INSTALLATION OF NEW OR SHEET N0. CONTENTS DESCRIPTION , 21 22 23 24 ,� Q 19 z 72 REPLACEMENT STRIPING AND MARKINGS. D. ALL CONTROL POINTS AND SPOTTING REMOVED DURING SANDBLASTING SHALL BE REPLACED PRIOR TO INSTALLATION VINTAGE VINTAGE DRIVE _ OF STRIPING AND MARKINGS. 1 TITLE SHEET DRIVE E. ALL CONTROL POINTS AND SPOTTING SHALL BE INSPECTED AND APPROVED BY THE CITY TRAFFIC ENGINEER PRIOR TO 2 PLAN 29 28 27 26 25 71 INSTALLATION OF NEW OR REPLACEMENT STRIPING AND MARKINGS. 30 F. ALL TRAFFIC STRIPING AND PAVEMENT MARKINGS INSTALLED ON NEW ROAD SURFACES SHALL BE APPROVED LOW 70 VOC TYPE, 15 mil THICK (WET). INSTALLATION SHALL BE IN TWO COATS WITH THE SECOND A MINIMUM OF TWO PINE MOUNTAIN COUP WEEKS AFTER THE FIRST, UNLESS OTHERWISE NOTED. i 69 G. ALL THERMOPLASTIC STRIPING AND PAVEMENT MARKINGS SHALL BE INSTALLED IN ONE COAT AND BE 10 mil THICK 31 32 33 34 35 36 (DRY), UNLESS OTHERWISE NOTED. 68 H. UNDER NO CONDITIONS SHALL THE ROADWAY BE LEFT OVER NIGHT, WEEKENDS OR HOLIDAYS WITHOUT APPROPRIATE o • STRIPING AND MARKINGS TO THE SATISFACTION OF THE CITY ENGINEER. z � 42 41 40 39 38 37 67 I. ALL TRAFFIC STRIPING AND PAVEMENT MARKINGS SHALL BE INSTALLED WITH ALL APPROPRIATE PERMITS AND TRAFFIC CONTROL MEASURES, IN ACCORDANCE WITH THE CITY AND STATE STANDARDS. LONE-PEAK DRIVE J. TEMPORARY OR CONSTRUCTION STRIPING AND MARKING SHALL BE IN ACCORDANCE WITH CITY AND STATE STANDARDS 66 AND AS DIRECTED BY THE CITY TRAFFIC ENGINEER. STRIPING NOTES: 3. STREET NAME SIGNS SHALL BE INSTALLED PER CITY STANDARD PLAN NO. 401-A. 43 44 45 46 47 48 65 � 4. TRAFFIC SIGNS SHALL BE INSTALLED PER CITY STANDARD PLAN N0. 401-B. 01 PAINT WHITE LIMIT LINE PER CALTRANS STANDARD PLAN A24E. w 64 O2 PAINT WHITE STOP LEGEND PER CALTRANS STANDARD PLAN A24D (S.A.E.). w 54 53 52 51 50 49 O3 PAINT TYPE IV (L) ARROW PER CALTRANS STANDARD PLAN A24A. 63 O4PAINT WHITE CHANNELIZING LINE PER RANCHO CUCAMONGA STANDARD #133. DAWSON PEAK COURT O5 PAINT DOUBLE YELLOW LINES PER RANCHO CUCAMONGA STANDARD #133. = 62 0 55 56 57 58 59 60 61 O PAINT TWO-WAY LEFT TURN LANE PER RANCHO CUCAMONGA STANDARD #133. 0' 0 O7 PAINT FACE OF PROPOSED AC BERM W/WHITE REFLECTIVE PAINT. 080 i REMOVE EXISTING STRIPING BY WET SANDBLASTING. 0 09 PROTECT EXISTING STRIPING IN PLACE. Q 10 PAINT 4" SOLID WHITE TAPER STRIPE WITH TYPE G RAISED PAVEMENT MARKERS N0, DESCRIPTION DATE BY PER CITY OF RANCHO CUCAMONGA STANDARD PLAN NO. 406 REVISIONS 11 INSTALL TYPE "L" MARKER PER CITY OF RANCHO CUCAMONGA H I GHL.AND _ _ AVENUE- STANDARD PLAN NO. 406. 12 INSTALL TYPE N-1 AND W57 (LT) W57 (RT) MARKER ON MARKER POST PER CITY OF RANCHO CITY OF RANCHO C CUCAMONGA STANDARD PLAN NO. 406. 13 NOT USED. SIGNING AND STRIPING PLANS 14 PAINT "SIGNAL AHEAD" MARKINGS PER CALTRANS STANDARD PLAN A24D (S.A.E.). SITE L �5 INSTALL R26(S) SIGN ON PROPOSED STREET LIGHT. TRACT NO. 13835 O INSTALL W1 (36") ON POST. SCALE: N.T.S. TITLE SHEET tAPPROVED BY DATE-7 l CITY ENGINEER __ /_ R.C.E. NO. 24953 _ f` DESIGNED: RECOMMENDED tri-99 A( DRAWN: SHEE1 1470 S. VALLEY VISTA DR. M.C.S. SUITE 290 1 OF 2 DIAMOND BAR, CA 91765 CHECKED: 9) 860-3566 DRAWING NO.� D.C. - -- — R.C.E. N0. 46555 � � FII-F Nn lee t16F / &�- O Y II O Ld IIz 66+98.98 ROCHESTER AVE 0+00.00 LONE PEAK DR. 60+00.13 ROCHESTER AVE. I) + 200' 90' TAPER 50+18.23 HIGHLAND AVE. o STRIPING TRANSITION PER APWA II -' N 50' STANDARD PLAN 140-1 V) o w c) FLARE PER U) X O Z APWA STANDAR o Li EXIST. C & G + 0 PLAN 141-0 0+10 \� nQF- 14 rn / ZL (D � cn �I W � m 8 8 8 3 4 3 W — — — — — — — — — — — — — Lv - 9 9 _ -- -- 124' �5 _ —-� U) e_ 62 w 63 64 i 67 68 0 LAJ 1 C14 C8) 2 �J Z — — R 26(S) / o0 o iP26�5J $T 9 iP26�5J PROPOSED A.C. BERM I Q / LL) R26(S + PAINT W/WHITE c� \ � ( ) + ►� REFLECTIVE PAINT. R26(S) o z v ? PROPOSED A.C. BERM N °° a w m PROPOSED A.C. BERM PAINT W/WHITE cr 0 C-' PAINT W/WHITE ++ REFLECTIVE PAINT. ori � °' cn REFLECTIVE PAINT. 7O ROCHESTER AVENUE + (p w m�'� (D HIGHLAND AVE. DAWSON LONE PEAK DR. PEAK CT. II II 70+95.75 ROCHESTER AVE. 52+37.37 VINTAGE DR. II II 90' II II TAPER PER APWA o 0^ STANDARD 140-1 O EXIST. C & G I� II + EXIST. C & G C) I + �\ ro /7 3 /. 4 8 5 LRoBswA[.K 135' - - - g - - - - - - - - - -- - - - - - —_ — 1, 8 l ,� �� I } 71 1 r N 16 8 1 SID o CN C'4110 �Ld �9 /• 8 --- - -- EXIST. EDGE = I 7 3 5 4 "aKg)-App 10 OF PAVEMENT Q ,. 11 16 ROCHESTER 15 AVENUE I PROPOSED A.C. BERM STD l3 L' PAINT /WHITE + 90' 90' REFLECTIVE PAINT. 7O 2 PROPOSED I PAVEMENT TAPER i CURB & GUTTER 180' STRIPING TAPER 360' 4 z w STRIPING TRANSITION m - a STRIPING NOTES: z 1, m o /Q1O PAINT WHITE LIMIT LINE OR CRO55WAL& PER CALMANS .5TAMOARO PLANA24ECi� LJw w VINTAGE DR. TIMBER MOUNTAIN CT BIGHORN PEAK CT. �Io D w 2O PAINT WHITE STOP LEGEND PER CALTRANS STANDARD PLAN A24D (S.A.E.). + a 0 Q a -;�' $ 3 PAINT TYPE IV (L) ARROW PER CALTRANS STANDARD PLAN A24A. rI� Q 0 o O I rn 4O PAINT WHITE CHANNELIZING LINE PER RANCHO CUCAMONGA STANDARD #133. Z_/ 5O PAINT DOUBLE YELLOW LINES PER RANCHO CUCAMONGA STANDARD #133. Q 6O PAINT TWO-WAY LEFT TURN LANE PER RANCHO CUCAMONGA STANDARD #133. lQ Add.SC&o/Crossw,o/ks & 51 ns NO. DESCRIPTION DATE BY 70 PAINT FACE OF PROPOSED AC BERM W/WHITE REFLECTIVE PAINT. REVISIONS 8O REMOVE EXISTING STRIPING BY WET SANDBLASTING. 9O PROTECT EXISTING STRIPING IN PLACE.PAINT 4" CITY OF RANCHO CUCAMONGA 10 PER CITY OOFLID RANCHO CUCAMONGGAHITE TAPER PE WITH TYPE G STANDARD PLANRNOED06AVEMENT MARKERS SIGNING AND STRIPING PLANS 11 INSTALL TYPE "L" MARKER PER CITY OF RANCHO CUCAMONGA STANDARD PLAN NO. 406. TRACT NO. 13835 12 INSTALL TYPE N-1 AND W57 (LT) W57 (RT) MARKER ON MARKER POST PER CITY OF RANCHO CUCAMONGA STANDARD PLAN NO. 406. ROCHESTER AVENUE FROM HIGHLAND AVENUE TO 13 NOT USED _ 90' NORTH OF TRACT BOUNDARY 14 PAINT "SIGNAL AHEAD" MARKINGS PER CALTRANS STANDARD PLAN A24D (S.A.E.). „' R ,� APPROVED BY DATE CITY ENGINEER S - wed— R.C.E. N0. 24953- c 15 INSTALL R26(S) SIGN ON PROPOSED STREET LIGHT. r DESIGNED: �''�' RECOMMENDED 16 INSTALL Wl (36") ON POST. Eac 39 - C.G. Ii /NSTALL W6ro 36" ANO 644 (4? x!8"BLACK ON YELLOW 5/&N5 ANO P05T � Vik, ` \;3 DRAWN: 1470 S. VALLEY VISTA DR. SHEET aQ < > M.C.S. SUITE 290 2 OF 2 /e /N5TALL W63(.36'') 5/6N ON POST OR srREET L/GNT STANDARD, DIAMOND BAR, CA 91765 CHECKED: 9) 860-3566 DRAWING NO. t /� PRINT "'PEO X/NG" MARK/N6S PER C'4ZrR<tN.5 STANPARO PLAA/ 4040 (S.A.E.� C.G. �_ R.C.E. NO.46"NQ -- �A OF 3(f) ��