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HomeMy WebLinkAbout1843-S BENCHMARK BENCH MARK No. 10063 AT THE CENTERLINE INTERSECTION OF EAST AVENUE TZ SCALE: 1 " = 40' AND VICTORIA STREET, 2" BRASS DISK IN CONCRETE STAMPED "DIVISION OF TRANSPORTATION EAST VICTORIA'. ELEV.= 1342.346 BENCH MARK ABOVE NOT FOUND; USE "HILTI' NAIL AT B.C.R. IN N.W. CORNER OF VICTORIA STREET AND EAST AVENUE, EL=1343.88 ESTABLISHED BY BENCH- MARK No. 10063 PRIOR TO THE DESTRUCTION OF m BENCH MARK No. 10063 z 0 T 8 C) 50.0' 250' M 0 / 1 REMOVE EX. STRIPING 4 . EDGE OF PAVEME T / ----------- ------- --- -3 4 N 6 "O 12+00 �_ - -- _ - -- 4+00 15+00 d' 16+0 7, 2 1 17+00 18+00 19+00 20 00 02 - Ci I6P� - -__ --- 4-- ---- - - +— -+- - —F - - F PSR---- - L- - - -} - - —� - - {- - - - - - - - CV - - 5 ,� 0 97' 4 90 P in f o t o `n ---L-`n;-------- --- r, �n qt � 7, 2 _ __ __ __ - - - - - - -- -- -- - - - REMOVE EX. RIPING AC i 1 STREETERM IMPROVEMENTIMPROVOVED EMEENTEPLANS L4 W o� 3 2 , CONSTRUCTION NOTES: ozzo I 0 1 I M m W 0 1. ALL DETAILS AND DIMENSIONS FOR TRAFFIC STRIPING AND MARKINGS AND THE INSTALLATION THEREOF SHALL n + m L CONFORM TO CALTRANS, STANDARD SPECIFICATIONS, TRAFFIC MANUAL, MAINTENANCE MANUAL AND STANDARD D -4 m O M O PLANS AND CITY STANDARD PLAN NO. 33, UNLESS OTHERWISE APPROVED OR DIRECTED BY THE CITY ENGINEER. 9 z -A- z � rriz " � o Z Ln 0 250 0 11' L� �.7 ND R. �m 00 2. PROCEDURES FOR PAINTING OF STRIPING AND PAVEMENT MARKINGS AND INSTALLATION OF PAVEMENT MARKERS SHALL cn z W SEE SHEET 4 z x++ CONFORM TO THE STANDARD SPECIFICATIONS FOR PUBLIC WORKS CONSTRUCTION AND THE FOLLOWING PROVISIONS: 8 - I O m 9 9 1 1 9 O� (� A. ALL PAVEMENT MARKINGS SHALL CONFORM TO CITY MAINTENANCE STENCILS, (S.A.E.) UNLESS OTHERWISE NOTED. �O T z _ w O B. ALL CONFLICTING TRAFFIC STRIPING AND PAVEMENT MARKINGS SHALL BE REMOVED BY WET SANDBLASTING. -+ z = = z I� C. SUFFICIENT CONTROL POINTS AND SPOTTING SHALL BE SET FOR ACCURATE AND COMPLETE INSTALLATION OF V NEW OR REPLACEMENT STRIPING AND MARKINGS. D. ALL CONTROL POINTS AND SPOTTING REMOVED 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. INTERIM 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 OVERNIGHT, WEEKENDS OR HOLIDAYS WITHOUT APPROPRIATE STRIPING AND MARKINGS TO THE SATISFACTION OF THE CITY ENGINEER. 1. ALL TRAFFIC STRIPING AND PAVEMENT MARKINGS SHALL BE INSTALLED WITH ALL APPROPRIATE PERMITS EAST AVENUE AND TRAFFIC CONTROL MEASURES, IN ACCORDANCE WITH CITY AND STATE STANDARDS. J. TEMPORARY OR CONSTRUCTION STRIPING AND MARKING SHALL BE IN ACCORDANCE WITH CITY AND STATE STANDARDS AND AS DIRECTED BY THE CITY TRAFFIC ENGINEER. 3. STREET NAME SIGNS SHALL BE INSTALLED PER CITY STANDARD PLAN NO. 401-A. 4. TRAFFIC SIGNS SHALL BE INSTALLED PER CITY STANDARD PLAN NO. 401-B. 77 SCALE: 1 " = 40' STRIPING CONSTRUCTION NOTES &_—PAINT 4" DOUBLE YELLOW STRIPE PER CITY STD. 133 2 PAINT 8" WHITE STRIPE PER CITY STD. 133 LIMITS OF INTERIM STRIPING REMOVAL PROTECT NOTED STRIPING IN PLACE3�—PAINT TYPE IV TURN ARROW AS SHOWN 4 4A PAINT CALTRANS STANDARD STRIPING DETAIL 39 OR 39A AS SHOWN )_PAINT BIKE LANE ARROW AND SYMBOL PAVEMENT MARKINGS AS SHOWN 6 REMOVE CONFLICTING PAVEMENT MARKERS AND STRIPING —PROTECT-IN-PLACE EXISTING PAVEMENT MARKERS AND STRIPING 8 INSTALL G7 STREET NAME SIGN ON POST (D—INSTALL R26(S) SIGN "NO STOPPING ANYTIME" ON POST 0R STREET LIGHT HT TR I T SHOWN II S D. A S S 0 f I FUTURE ROW BY OTHER 10 PAINT 4„ DOUBLE YELLOW TWO WAY LEFT TURN LANE STRIPE I 1 FUTURE CURB BY OTHERS / . l PER CITY STD. 133 11 INSTALL R81 SIGN OR STREET LIGHT STD. ABOVE R26(S) 12 PAINT 4” SOLID WHITE STRIPE PER CITY STD. 133 -------- - ---------- --------------- --- �'--- 13 PAINT 4" BROKEN WHITE STRIPE PER CITY STD. 133 " Cp CO 8 SOLID YELLOW � � (�}� 3 SOLI DBL YELLOW 1 R 1`0 M 12+00 - - _--_--_ --_-_ 15+00 - - �- - - - -- - - - - 17+00 - -- - - - 18+00 - - - 00 - _+___ - - - - _._ --- ------ ----- 90 7 100' 7 .� - C\2iv o - - - - - - _ L6 "t LO 7 R81A ON 1 __ ST.LT. 3 JR81O N L 4 � � I °a DESCRIPTION of REVISION DATE APPROVED OWENS DR. SEE SHEET 4 Q CITY of RANCHO CUCAMONGA 0 TRACT 16189 a v � STRIPING AND SIGNING PLAN EAST AVENUE APPROVED BY: DATE:' C� Underground Service Alert ��Q� CITY ENGINEER � �� ; RCE: 24953 I ULTIMATE STRIPING BY 0 �o� s,� � DESIGN MADOLE 8c ASSOCIATES, INC. RECOMMENDED CALL a TOLL FREE C9 pri ATS CONSULTING CIVIL ENGINEERS J A C5- ¢ N 41 No. 62183 AND LAND PLANNERS r. 1—QOO ��Exp: 9-30-05 \P DRAWN 10601 CHURCH STREET, SUITE 107 SHEET U RANCHO CUCAMONGA, CA 91730 � I t422-4133 qTF ���,�, o�� ATS c909> 948-1311 11 of 14 EAST AVENUECALIF CHECKED RCE No 62183 T110 WORK-ING DAYS BEFORE YOU DIG fO o� No —. DRAWING N0. ATS DATE �' FILE No 18 +3 _s PROJECT SHEET NO.____OF J:\682-1409\streets\ST11-striping.dwg, 05/08/2002 06:18:54 AM, ate