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HomeMy WebLinkAbout4161-2I❑SANDBLAST EX. CONFLICTING STRIPING 1 Y ' 1 I if II II ' I CITRUS AVENUE �; ;; 11 II I I w F- I w 1 12 R26(S)(CA)18 18 II I w I 6 I I R26(S)(CA) 12 R26(S)(CA) 12 6 6 R26(S)(CA) 12 4 '" I Ill = x 10 CL CITRUS AVE i w 1 1 EX. R W __ O V) -- --L--- -i -- -- -- -- -- -- ----- ----- EX. R _W_ I� '� - --- --- -- -EX R1W -- ---- , Q --------- -- --------------- Q -------------------------------------- I — ----_---- — -- -------------- — — -- --------------------------------- � r`no-1 :� Q E� EX. C&G ------------------------, �''� �--- -J - - - - - - EX. C&G � w Q -------------- --------- 1 `-- ----------- _ Q ' I ' 1 `1 Tz_ PROP. 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Q O --------- - --------------------------------------- - -------------------------- --_-_ -_-_- __- i - OQ• Qw'V ^ / — �—NTt Q r� �6-►(- - --_ _ _____=_�__I � ©_ ____---_ ----___ EX. C&GO N o - PROP RAISED v� N NO R6a -------------- ----_- -- — __J __T — — — — — — =---------!_------- -------- �4---- -------------------------------------- ------- ------ - -''- 00 32+00 —00 210' -----------------—------- —--------- ------------ —N 1' TYP. NJ N , AB AB 11 i AVENUE II I I a?, 1 433 P 250' li• °��f_225' TO BACK LAN HI FT AB 8 BC AB `/ OF CROSSWALK -- - - AB ``♦ ♦ -- -- - --- --- 81�-1 ----- -- EX. R1W 2-- -- -- -- -- -- -- -- EX. EP - -moi•- - - -� - - J R4-7 I ,TYPE K(C ) J 36+00 } cli ------r 5D' -- ----- =------ ---------------------------- .----- ----- ----- -_ - � -_ - _ z c� Opp W L— �—------- PO TX �� — --- R26 S CA J--- R26 S CA f - --- -- --- — — -- R26(SCA) s sc. `♦♦\ ��! 's, J EX. R/W 2 9 5 AB 9 8 2` Eq R26(S)(CA) 12 BC 1 20' 11' 1 y 11' 20' l _ f225 TO BACK 16 R26(S)(CA) > E 11 OF CROSSWALK 1 > P�� I1 3 ' 6' 11 �M U O II ii 50' I I 50' " II Q�c 1 c Q u GENERAL NOTES: 1. ALL WORK, MATERIALS AND EQUIPMENT FOR TRAFFIC SIGNING AND STRIPING SHALL CONFORM TO THESE PLANS, THE STANDARD SPECIFICATIONS FOR THE CITY OF FONTANA, THE CALIFORNIA MANUAL ON UNIFORM TRAFFIC CONTROL DEVICES FOR STREETS AND HIGHWAYS, DATED SEPTEMBER 2006. 2• PAVEMENT MARKINGS SHALL CONFORM TO THE CITY OF FONTANA STANDARD STENCILS. 3, ALL STRIPING AND PAVEMENT MARKINGS SHALL BE ALKYD THERMOPLASTIC. 4. TRAFFIC SIGN SIZE SHALL BE FOR CONVENTIONAL ROADWAYS UNLESS OTHERWISE SHOWN ON THE PLANS. 5. ALL SIGNS SHALL BE MOUNTED ON A GALVANIZED STEEL POST, UNLESS OTHERWISE SHOWN, PER CITY STANDARD DETAIL NO. 4003. 6• IT SHALL BE THE RESPONSIBILITY OF THE CONTRACTOR TO MAINTAIN BARRICADES, DELINEATORS OR OTHER TRAFFIC CONTROL AT ALL TIMES. 7. CONTROL POINTS OR "CAT -TRACKING" TO BE APPROVED BY THE CITY TRAFFIC ENGINEER TWO WORKING DAYS PRIOR TO PAVEMENT STRIPING APPLICATION. 8. CROSSWALKS SHALL HAVE 10' BETWEEN CENTERLINES OF 12" STRIPES PER CITY STANDARD DETAIL 1003. 9. ALL CONFLICTING STRIPING, MARKINGS TO BE REMOVED BY SANDBLASTING. 10. SUBSTITUTE TYPE "C" RAISED PAVEMENT MARKERS FOR TYPE "G" MARKERS ON DETAIL 38 ON HIGHWAYS WITH RAISED MEDIANS. 11. BLUE DOT MARKERS (BLUE R.R.P.M.) ARE TO BE INSTALLED AT ALL FIRE HYDRANT LOCATIONS PER CITY STANDARD PLAN. SIGNING AND STRIPING CONSTRUCTION NOTES: Q1 REMOVE EXISTING CONFLICTING STRIPING OR LEGEND. �2 APPLY THERMOPLASTIC CENTERLINE STRIPE PER DETAIL 22. 31 APPLY THERMOPLASTIC LANEUNE STRIPE PER DETAIL 9. ® APPLY THERMOPLASTIC LANELINE STRIPE PER DETAIL 9 WITH TYPE C (RED RETROREFLECTIVE) PAVEMENT MARKERS. ❑5 APPLY THERMOPLASTIC 8" CHANNELIZING STRIPE PER DETAIL 38. © APPLY THERMOPLASTIC 24" WHITE LIMIT LINE PER MUTCD FIG.8B-7(CA). ❑7 APPLY THERMOPLASTIC "35" LEGEND AS SHOWN. ® APPLY THERMOPLASTIC 4" SOLID WHITE LANE UNE AS SHOWN. n9 APPLY THERMOPLASTIC TYPE IV ARROW (LT) AS SHOWN. 10 APPLY THERMOPLASTIC RAILROAD CROSSING SYMBOL PER MUTCD FIG.BB-7(CA). N 7 150' ; co —�_ — 120 RC R C-- NN --- --- -- ----�-- - --- - R2-1(35) EX. EP -- — EX. R%W 11 RE -APPLY THERMOPLASTIC STRIPING/MARKING AS SHOWN. 12 INSTALL SIGN ON POST PER CITY STD. DETAIL NO. 4003. 13 APPLY THERMOPLASTIC MODIFIED MEDIAN ISLAND STRIPE PER DETAIL 29 MOD. SHOWN ON SHEET 1. NOT USED DETAIL 32. mR7.. .. W ISLAND 16 REMOVE EXISTING SIGN AND POST (REMOVE ONLY SIGN IF SHARING POST WITH OTHER EXISTING SIGNS). i7 INSTAL.L SIGN 250' LANE SHIFT, - 0 N 41+00 42 O N PROJECT LIMIT JOIN EX. STRIPING STA. 40+87.10 DETECTOR LOOPS CONSTRUCTION NOTES: 10 INSTALL 6' DIAMETER TYPE "E" DETECTOR LOOPS PER CALTRANS STD. ES -58 AS SHOWN. (SEE DETAIL ON SHEET 1 FOR LOOP PLACEMENT AND LOOP DETECTOR DETAIL) r 20 SPLICE DETECTOR LOOP CABLE AT EXISTING PULLBOX. AB ABANDON EXISTING DETECTOR LOOPS. BC INSTALL NO.6 PULLBOX IN EXISTING CONDUIT RUN. FEDERAL ID NO.: STPLH-5307(014) w W Q SCALE 1"=40' 40 20 0 40 80 120 V U:\My Working files\ACAD\Citrus Raised Median\Final Design\Signing Striping\SHEETS.dwg