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HomeMy WebLinkAbout2893-276+73 END STRIPING b i II z Lf) �� ! a- w� II ! Q I zo U 0 --- -- -- -- -- -- -- -- -- -- -- -J -- -- -- -- V)g� I! 4 i ns SCALE: 1" = 40 n- I w o I I -: � w �Z� iI �U 40 , P.M. NCS. 15172 0 � 0 II W ! `` � WW •409 , m Y `° I i D 'T• o N I" ! � �o ► Q-- 1 AvFm I ~t-- DETAIL REMOVE CONFLICTING PORTION NORTHBOUND LANE o�1 �j m Q o W � W U) W 0 Z J 5 EXIST. MEDIAN V M Q N - c c+ol SCALE: 1" = 40 CH Y PROTECT SOUTH BOUND STRIPING AND PAVEMENT MARKERS IN PLACE STRIPING BY OTHERS DRWY SEE CHDWG NOERRY V ENUE 2 60 SHEET SAR�B05 ROAD 120 TRANSITION wm z 0wH 0AV NU 0 SIGNING AND STRIPING GENERAL NOTES SEE CHERRY AVENUE DRVNYY ALL WORK, MATERIALS AND EQUIPMENT FOR TRAFFIC SIGNING AND STRIPING SHALL CONFORM TO THESE PLANS IMPROVEMENT PLAN a. 31 APPLY CALTRANS STANDARD PAVEMENT MARKING AS NOTED 0 N PLAN. DWG. NO. 2570 + 2 PAVEMENT MARKERS AND TRAFFIC STRIPING DIMENSIONS SHALL CONFORM TO CALTRANS STANDARD PUNS. 30 co En 3 W 3� INSTALL SIGN ON STREET LIGHT STANDARD AS NOTED ON PLAN I r - O INSTALL 12" SOLID WHITE STOP BAR S TRAFFIC SIGN DIMENSIONS, COLOR AND LETTERING SHALL CONFORM TO THE LATEST CALTRANS SIGN _ Q SPECIFICATIONS SHEETS. SIGN CODES SHOWN HEREON ARE TO CONFORM TO CALTRANS SPECIFICATIONS SHEET � CODES. TRAFFIC SIGN SIZE SHALL BE STANDARD UNLESS OTHERWISE NOTED ON PALNS. '. _ — .-. _. _. — co F -- 1 TYPE tv Lo 0 — L=243' — - - EXIST. EP ,- W 0 04 TYPE IV DETAIL 139. cv W 04so 4 4 4 N CA U -)c --- t� — — — — — — — — — — — S CONTROL POINTS OR "CAT -TRACKING" SHALL BE APPROVED BY THE ENGINEER 2 WORKING DAYS PRIOR TO -EXIST. DETAIL 12 N 4 N �,O-EXIST. APPLY MODIFIED CALTRANS STANDARD STRIPING DETAIL 12 TO USE TYPE C 0 2 W SOLID WHITE EDGE 3 N z X w X w REMOVE & SALVAGE EXISTING SIGN +0 I -m 4 4 REMOVE CONFLICTING PORTION NORTHBOUND LANE o�1 �j m Q o W � W U) W 0 Z J 5 EXIST. MEDIAN V M Q N - c c+ol SCALE: 1" = 40 CH Y PROTECT SOUTH BOUND STRIPING AND PAVEMENT MARKERS IN PLACE STRIPING BY OTHERS DRWY SEE CHDWG NOERRY V ENUE 2 60 SHEET SAR�B05 ROAD 120 TRANSITION wm z 0wH 0AV NU 0 N L 13 r7h t '1 SDR 1 1 P. Ami. N .154 , ZA1 t C 1C/1.1 TAOC9 a TYPE C RED -CLEAR REFLECTIVE PAVM'T. MARKER wool— R O rn EXIST. C do G — — — r- — — — — — — — � EXIST. C dt G REMOVE CONFLICTING —,� STRIPING w� 0 o r• ao 00 v N ix �Z + o V , , 1 %l IV "A.. ITE PVMT. STRIPING 00 z D Z w m a. rr_ z = Zw Q w0Z OC7X z W M a. + Z O TR. NO. 15709 SEE CHERRY AVENUE IMPROVEMENT PLAN DWG. NO. 2570 1 nn' -rnAA1[`IT!/1A/ O W In W W t/) W Z J V Q O c0 co t!! 04 100, Y � :6 Q1 5jj 1 1 21 1 301 L.F. 50:1 TAPER P. M. nu. isazo I � BASELINE AVE. SIGNING AND STRIPING GENERAL NOTES SEE CHERRY AVENUE N Z ALL WORK, MATERIALS AND EQUIPMENT FOR TRAFFIC SIGNING AND STRIPING SHALL CONFORM TO THESE PLANS IMPROVEMENT PLAN a. 31 APPLY CALTRANS STANDARD PAVEMENT MARKING AS NOTED 0 N PLAN. DWG. NO. 2570 + 2 PAVEMENT MARKERS AND TRAFFIC STRIPING DIMENSIONS SHALL CONFORM TO CALTRANS STANDARD PUNS. 30 co En 3 PAVEMENT LARKING SHALL MATCH THE CITY OF FONTANA STANDARD STENCILS. 3� INSTALL SIGN ON STREET LIGHT STANDARD AS NOTED ON PLAN 4 N 34 INSTALL 12" SOLID WHITE STOP BAR S TRAFFIC SIGN DIMENSIONS, COLOR AND LETTERING SHALL CONFORM TO THE LATEST CALTRANS SIGN 3� APPLY MODIFIED CALTRAN S STANDARD STRIPING DETAIL 38 TO USE TYPE C SPECIFICATIONS SHEETS. SIGN CODES SHOWN HEREON ARE TO CONFORM TO CALTRANS SPECIFICATIONS SHEET 00 CODES. TRAFFIC SIGN SIZE SHALL BE STANDARD UNLESS OTHERWISE NOTED ON PALNS. '. _ — .-. _. _. — co 1 TYPE tv Lo 0 — L=243' — - - EXIST. EP (o _ N TYPE IV DETAIL 139. 0 — PROTECT EXISTING SIGN IN PLACE 7 sZ � 83 EXIST.MEDIAN— EXIST. -MEDIAN --- t� — — — — — — — — — — — S CONTROL POINTS OR "CAT -TRACKING" SHALL BE APPROVED BY THE ENGINEER 2 WORKING DAYS PRIOR TO -EXIST. DETAIL 12 N 4 N �,O-EXIST. APPLY MODIFIED CALTRANS STANDARD STRIPING DETAIL 12 TO USE TYPE C REFLECTIVE PAVEMENT MARKERS(RPM) IN PLACE OF TYPE G RPM'S. SOLID WHITE EDGE STRIPE `n N L 13 r7h t '1 SDR 1 1 P. Ami. N .154 , ZA1 t C 1C/1.1 TAOC9 a TYPE C RED -CLEAR REFLECTIVE PAVM'T. MARKER wool— R O rn EXIST. C do G — — — r- — — — — — — — � EXIST. C dt G REMOVE CONFLICTING —,� STRIPING w� 0 o r• ao 00 v N ix �Z + o V , , 1 %l IV "A.. ITE PVMT. STRIPING 00 z D Z w m a. rr_ z = Zw Q w0Z OC7X z W M a. + Z O TR. NO. 15709 SEE CHERRY AVENUE IMPROVEMENT PLAN DWG. NO. 2570 1 nn' -rnAA1[`IT!/1A/ O W In W W t/) W Z J V Q O c0 co t!! 04 100, Y � :6 Q1 5jj 1 1 21 1 301 L.F. 50:1 TAPER P. M. nu. isazo I � BASELINE AVE. J:\126-1313\street\cherryint2.DWG, 11/16/00 02:04:23 PM, fs SIGNING AND STRIPING GENERAL NOTES SIGNING & STRIPING NOTES: I ALL WORK, MATERIALS AND EQUIPMENT FOR TRAFFIC SIGNING AND STRIPING SHALL CONFORM TO THESE PLANS AND THE STANDARD SPECIFICATIONS OF THE CITY OF FONTANA AND THE STANDARD SPECIFICATIONS OF THE 31 APPLY CALTRANS STANDARD PAVEMENT MARKING AS NOTED 0 N PLAN. STATE OF CALIFORNIA DATED JULY 1992 (NON METRIC EDITION) 2 PAVEMENT MARKERS AND TRAFFIC STRIPING DIMENSIONS SHALL CONFORM TO CALTRANS STANDARD PUNS. 30 INSTALL SIGN (S) ON POST AS SHOWN ON PLAN. 3 PAVEMENT LARKING SHALL MATCH THE CITY OF FONTANA STANDARD STENCILS. 3� INSTALL SIGN ON STREET LIGHT STANDARD AS NOTED ON PLAN 4 TRAFFIG STRIPING AND PAVEMENT MARKINGS SHALL BETI 1ERM9PLASTIG WITH ALKY9 BINDER AN9 S! ALL BE- -A12121 10 1217= ng 34 INSTALL 12" SOLID WHITE STOP BAR S TRAFFIC SIGN DIMENSIONS, COLOR AND LETTERING SHALL CONFORM TO THE LATEST CALTRANS SIGN 3� APPLY MODIFIED CALTRAN S STANDARD STRIPING DETAIL 38 TO USE TYPE C SPECIFICATIONS SHEETS. SIGN CODES SHOWN HEREON ARE TO CONFORM TO CALTRANS SPECIFICATIONS SHEET REFLECTIVE PAVEMENT MARKERS(RPM) IN PLACE OF TYPE G RPM'S. CODES. TRAFFIC SIGN SIZE SHALL BE STANDARD UNLESS OTHERWISE NOTED ON PALNS. APPLY CALTRANS STANDARD STRIPING DETAIL 22. 6 ALL SIGNS SHALL BE MOUNTED ON A GALVANIZED STEEL PAST UNLESS OTHERWISE SHOV01 PER CITY STD. , DETAIL 139. 40 PROTECT EXISTING SIGN IN PLACE 7 IT SHALL BE THE RESPONSIBLITY OF THE CONTRACTOR TO MAINTAIN BARRICADES, TRAFFIC SIGNS OR OTHER TRAFFIC CONTROL AT ALL TIMES. 41 APPLY SOLID 4" WHITE STRIPE, PER DETAIL 1, HERE—ON. S CONTROL POINTS OR "CAT -TRACKING" SHALL BE APPROVED BY THE ENGINEER 2 WORKING DAYS PRIOR TO STRIPNG APPLICATION. 4� APPLY MODIFIED CALTRANS STANDARD STRIPING DETAIL 12 TO USE TYPE C REFLECTIVE PAVEMENT MARKERS(RPM) IN PLACE OF TYPE G RPM'S. ALL STRIPING AND PAVEMENT MARKINGS SHALL BE PAINT AND SHALL BE APPLIED IN TWO (2) SEPARATE COATS. A FINAL COAT IS TO BE APPLIED BETWEEN SEVEN (7) 4� REMOVE & SALVAGE EXISTING SIGN AND FOURTEEN (14) DAYS AFTER THE FIRST COAT. 44 REMOVE EXISTING STRIPING AND/OR PAVEMENT MARKINGS BY WET SANDBLASTING WITHIN LIMITS SHOWN. 45 PROTECT EXISTING STRIPING AND/OR PAVEMENT MARKINGS. 46 APPLY SOLID 4" WHITE EDGE STRIPE AS SHOWN 49 APPLY 8" BROKEN WHITE STRIPE PER CALTRANS DETAIL 37B. APPLY SOLID 4" YELLOW STRIPE AS SHOWN - J:\126-1313\street\cherryint2.DWG, 11/16/00 02:04:23 PM, fs