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HomeMy WebLinkAbout2027-S .. •.. oil CONSTRUCTION DRAWINGS FOR TIE NOTES. LEGEND; CITY OF RANCHO CUCAMONGA 1. ALL DETAILS LAND DIMENSIONS FOR TRAFFIC STRIPING AND MARKINGS AND THE INSTALLATION THEREOF SHALL CONFORM TO CALTRANS STANDARD SPECIFICATIONS, TRAFFIC MANUAL, MAINTENANCE PAINT 4'" SOLID DOUBLE YELLOW, CITY STRIPING DETAIL NO. 133. *• RM S COURT MANUAL AND STANDARD PLANS AND CITY STANDARD PLAN NO. 133, UNLESS OTHERWISE APPROVED OR DIRECTED 8Y THE CITY ENGINEER. 8 PAINT $" SOLID WHITE, CITY STRIPING DETAIL N0. 133. 2. PROCEDURES FOR PAINTING OF STRIPING AND PAVEMENT MARKINGS AND INSTALLATION OF PAVEMENT 4-- INSTALL CALTRANS ARROW MARKINGS AS INDICATED. MARKERS SHALL CONFORM TO THE STANDARD SPECIFICATIONS FOR PUBLIC WORKS CONSTRUCTIONSIGNING & STRIPING PLAN ' ...� 2000 EDITION AND THE FOLLOWING PROVISIONS: � A. ALL PAVEMENT MARKINGS SHALL CONFORM TO CITY MAINTENANCE STENCILS, (S.A.E.) UNLESS 32 INSTALL W53 "NOT A THROUGH STREET" SIGN ON THE STREET OTHERWISE NOTED. LIGHT POST. TRACT NO . 16554 i B SANDBLASTING.CONFLICTING TRAFFIC STRIPING AND PAVEMENT MARKINGS SHALL BE REMOVED BY WET C. SUFFICIENT CONTROL POINTS AND SPOTTING SHALL BE SET FOR ACCURATE AND COMPLETE INSTALLATION OF 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 39 I I ENGINEER PRIOR TO INSTALLATION OF NEW OR REPLACEMENT STRIPING AND MARKINGS. i I I F. ALL TRAFFIC STRIPING AND PAVEMENT MARKINGS INSTALLED ON MEW ROAD SURFACES SHALL BE i AN APPROVED LOW VOC TYPE 15 MIL THICK ! TRACT 11577 LOT 4 TH (WET). INSTALLATION SHALL BE IN TWO COATS WITH I I ( E SECOND A MINIMUM OF TWO WEEKS AFTER THE FIRST, UNLESS OTHERWISE NOTED. --- PROPOSED STREET LIGHT WITH R26(S) SIGN I G. ALL THERMOPLASTIC. STRIPING AND PAVEMENT MARKINGS INSTALLED IN ONE COAT ANDBE 10MIL I I THICK (DRY), UNLESS OTHERWISE NOTED. , LOT EXISTING RIGHT OF WlY I I H. UNDER NO CONDITIONS SHALL A ROADWAY BE LEFT OVERNIGHT, WEEKENDS OR HOLIDAYS i WITHOUT APPROPRIATE STRIPING AND MARKINGS TO THE SATISFACTION OF THE CITY ENGINEER. i -- I 14.0' I I. ALL TRAFFIC STRIPING AND PAVEMENT MARKINGS SHALL BE INSTALLED WITH ALL APPROPRIATE I I ( PERMITS AND TRAFFIC CONTROL MEASURES, IN ACCORDANCE WITH CITY AND STATE STANDARDS. I J. TEMPORARY OR CONSTRUCTION STRIPING AND MARKING SHALL BE IN ACCORDANCE WITH CITY 112'0' I AND STATE STANDARDS AND AS DIRECTED BY THE CITY TRAFFIC ENGINEER. I 3. STREET NAME SIGNS SHALL BE INSTALLED PER CITY STANDARD PLAN NO. 401-A. I I I 4. TRAFFIC SIGNS SHALL BE INSTALLED PER CITY STANDARD PLAN NO. 401-B. , yotk55% O7r.F?A Lsi r �-- J ;� EXISTING TRUCK 12.0' I C7 ROUTE SIGN p 23' I i , I I LOT 5 0 I 10.0-' LOT 2 i Q I � i 210 FWY ---- I EXISTING I 19TH STREET • I CURB & GUTTER PROPOSED CURB & GUTTER I I ILLJ D ZZ � � I I I LLJ Q BA � PROPOSED I I I SE LINE ROAD Q I CURB & GUTTER EXISTING SITE m SITE o I 30.0' 30.0' OF HISTORICAL I I I II HOUSE TO BE = W RELOCATED EXI TWG 62 18.0' 18.0' I I Iki, R2 (S) SIG 2 i INSTALL W53 SIGN 3© L _ I Q i CL INSTALL. THERMOPLASTIC Q RACT 11577 LOT 6 sroP LEGEND moi' I Q CL LOT 1 0 r� �� I FOOTHILL BLVD II I (11 PROPOSED STREET LIGHT � � W � WITH R26(S) SIGN INT 12" S EXISTING R20B OVER 3 TONS Z j MIN I SIGN WITH R26(S) SIGN I J �"�Ma � I ( ) � LOCATION/VICINITY.� R26(S) SIGN RIGHT OF WAY EXISTING � / TY MAP T N IW CURB & GUTTER NOTTO SCALE C3 o a C3 / cli , m cu i --.�. o EXISTING PAINT EXISTING if) STREET LIGHT LEGENDS EXISTING SPEED LIMIT SIGN STREET LIGHT Q b o R2(45) TO BE RELOCATED EXISTING 4" DOUBLE 4" DOUBLE YELLOW LINE YELLOW LINE Q c° .,, 0 o 06 C/L HERMOSA AVENUE � o _ 23.0' 0 _ I V) N N '' wo cu 04 N0 / 4 CITY \ 50-0, It DESCRIPTION OF REVISION DAIS APPROVE / \ EXISTING b LA CURB & GUTTER CITY OF RANCHO CUCAMONGA DRiv6wAY RIGISTING HT OF WAY 100.0' \ EXISTING B ,.._. ._... CUR & GUTTER SIGNING & STRIPING PLAN U � 220.0' HERMOSA AVENUE > p Q TRACT NO. 16554 � d ����•� APPROVED BY DATE 5 ,SSS/q CITY ENGINEER R.C.E N0.23889 L ' `l' o GRAPHIC SCALE DESIGN WL PINEWA c") DIAL �` �� o RECT�r ED / TVD VORKING � 10 20 40 80 CIO BEFORE[]U G �YqU D FG[IRE DESIGN AND ENGINEERING Exp.�O p 06 * DRAWN :1417 COMM c marc CAM WAUWf u.fvu SHEET `j'7e WL Uylyj mi ow)w-w". flit 00)nc-mm 3 OF 3 � TQLl. FREE: ClC1t. ? 1800•-2'1—� Q ( Ix >�;trt ) r �- , A PualLtCince Sl=aviCE 8Y uN1c�quNn s�viCE �twR�r >t = 20 CHECKED R.C.E. N0. 36096 c� �°f c����� r, DRAWING NO. ERIC AU DATE FILE N0. 312 2027-S