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HomeMy WebLinkAbout5229-1POPLAR AVENUE MATCH LINE STA. 14+00 500# 112' �� 4, 20' i J / I o , � 0 C) M � I BEGIN 200' TAPER STA. 12+81 ; o. O IL cn 649 R3-7 IS I X32' 32' IS W9-1 I M i I I II 12' 1 12' 1 1 'II 12' 16' f i ^� R3-7�E, I I II i' I I II 1 i i I I II I i IIK. SIGNING AND STRIPING GENERAL NOTES.. 1. CONSTRUCTION PERMITS SHALL BE OBTAINED FROM THE CITY OF FONTANA DEPARTMENT OF ENGINEERING PRIOR TO THE START OF ANY WORK. INSPECTION COORDINATION SHALL BE REQUESTED AT LEAST TWO WORKING DAYS PRIOR TO THE START OF ANY WORK IN PUBLIC RIGHT—OF—WAY WITHIN THE CITY LIMITS. CALL (909) 350-7610. 2. ALL WORK, MATERIALS, EQUIPMENT AND TEMPORARY TRAFFIC CONTROL SHALL CONFORM TO THESE PLANS, THE CITY OF FONTANA STANDARD SPECIFICATIONS, THE STANDARD PLANS AND SPECIFICATIONS OF THE STATE OF CAUFORNIA, DATED 2010, AND THE CALIFORNIA MANUAL OF UNIFORM TRAFFIC CONTROL DEVICES, DATE 2014. 3. IT SHALL BE THE RESPONSIBILITY OF THE CONTRACTOR TO MAINTAIN TEMPORARY TRAFFIC CONTROL AT ALL TIMES. 4. ALL SIGNS SHALL BE INSTALLED PER CITY STANDARD DETAIL 4003, UNLESS OTHERWISE SHOWN ON THE PLANS. 5. ALL STRIPING AND PAVEMENT MARKINGS SHALL BE ALKYD THERMOPLASTIC UNLESS OTHERWISE NOTED. 0 EXISTING STRI 5/W `" JURUPA "ENUE, 6. SUBSTITUTE TYPE "C" PAVEMENT MARKERS FOR TYPE "G" MAKERS ON DETAIL 38 ON HIGHWAYS WITH RAISED MEDIANS. 7. STRIPING AND PAVEMENT MARKINGS TO BE REMOVED SHALL E REMOVED BY SANDBLASTING. 8. CONTROL POINTS OR "CAT TRACKING" SHALL BE APPROVED 9 THE CITY ENGINEER PRIOR TO APPLICATION OF PAVEMENT STRIPING AND LEGENDS. NOTIFY TIE CITY AT LEAST TWO DAYS PRIOR FOR APPROVAL OF "CAT TRACKING". 9. BLUE RAISED PAVEMENT MARKERS SHALL BE INSTALLED AT AL FIRE HYDRANT LOCATIONS PER CITY STANDARD PLANS. 10. AS—BUILT DRAWINGS SHALL BE PROVIDED BY THE CONTRACTOI TO THE ENGINEER OF RECORDS, WHO SHALL PROVIDE RECORD DRAWINGS AND ELECTRONIC AUDCAD FILES TO THE CITY ENGINEER. R11-1 isPROP. DWII \ I oMi=i �S ai = —--------- TX + tz 1 I N �r - -- - -- - -- 240+00 241 N W - - - - - - 238+00 239+00 J - - - - - - ( 237+00 ' 234+00 235+00 ���236+0+� -� ----- - _________ _ - W O -------- 1 I - - --- °' - -- N -------------------------------- --- ------------------------------ CA r.'- -- - -- - -- - -- - - — - J m ------ R4-7 ; E 1 ----- 00- N — - -- - — _ —_ _ - = w OM i -1 \_; I • -- - -- - -- - - -- - - -71 to I�' ------------------------------- 1 I _ ---------------- - m ------ u �' .�-------------loze `\ ` #�I i i! 1 R2 1(45) [now what's b@IOW. 0111 before you dig. E 'BUS STOP SIGN SEX. S/W / oe .40 / i—EX. S/W K. C/G RAISED MEDIAN O N 0 OC .W N W 0 - W m J Q W =W — � N Q K. C/° JURUPA AVENUE MATCH TO EXISTING STRIPING R1-1; E SNS o_� R6-11 E , --7 — ------ ° ------ — —� `— --- 247+0 242+00 243+00 0 -- - -- - - -- 245+0( 246+00 244+00 N------ -- - -- - --N--- i---•-- ------_-----------_ -------------- ----------- ------------- ---__----_--- ---_-----_-----_- -- ------ ---------------------- ---!----- �— — — — — — — — — — — — — o SIGNING AND STRIPING CONSTRUCTION NOTES0 : E ; EXISTING SIGN TO RDNAIN. DE INSTALL CLASS 2, TYPE F DELINEATOR AS SHOWN PER CA-MUTCD STANDARDS. IS INSTALL SIGN AND POSTE AS SHOWN. PM INSTALL THERMOPLASTIC: PAVEMENT MARKING AS SHOWN PER CA—MUTCD STANDARDS. 0 INSTALL THERMOPLASTIC: 12" SOLID WHITE LIMIT UNE MARKING. 1® INSTALL THERMOPLASTIC; 12" SOLID WHITE CHEVRON STRIPE AT 45 DEGREES AND 50—FEET ON CENTER SPACING. 12 INSTALL THERMOPLASTIC; 4" WHITE LANE STRIPE — DETAIL 12. O INSTALL THERMOPLASTIC; 4" DOUBLE YELLOW CENTERLINE STRIPE — DETAIL 22. ®7 INSTALL THERMOPLASTIC; 4" WHITE RIGHT EDGE UNE STRIPE — DETAIL 27B. 7® INSTALL THERMOPLASTIC; 8" WHITE LANE DROP STRIPE - DETAIL 378. 38 INSTALL THERMOPLASTIC; 8" WHITE CHANNELIZING LANE UNE STRIPE - DETAIL 38. NOTE: REMOVE ALL CONSIFLICTING STRIPING. CATAWBA AVENUE MATCH LINE STA. 13+00 SEE SHEET 2 248+00 RAISED MEDIAN D(. C/G S/W BEY ;R6-1 )SISIS RM-1 SCALE:1 " = 40' 1 V_ --- . - -1 a- - -mml 20 0 20 40 60 .5 V p F;i to 0 0 0 4 N171