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HomeMy WebLinkAbout3569-2STA 34+50.05-CURT/S AVE. I =STA 26+41.78-KNOX AVE. 'I�V. — —/, PSP,.,I -R/,WC C& � J / Eli 50' FU T. R/W KNOX AVENUE SEE SHT 3 OF 4 t i 69' .34' 341, 22' 1 22'4 1 0 w %�', 1\10, 162417 zL,-� 1 � STA 41+08.J5 CURTIS AVE. =STA 26+41.66 COOPER AVT. m o � 50' TYP. 4 EP 3 n 50' (TYP.) 6 R W r. W FUT. R/W / SIGNING AND STRIPING GENERAL NOTES 1. 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 STATE OF CALIFORNIA DATED JULY 2002 2. PAVEMENT MARKERS AND TRAFFIC STRIPING DIMENSIONS SHALL CONFORM TO CALTRANS STANDARD PLANS J. PAVEMENT MARKING SHALL MATCH THE CITY OF FONTANA STANDARD STENCILS 4. TRAFFIC STRIPING AND PAVEMENT MARKINGS SHALL BE THERMOPLASTIC WITH ALKYD BINDER AND SHALL BE APPLIED PER SECTION 84 OF THE CALTRANS STANDARDS. ALL STRIPING SHALL INCLUDE RAISED PAVEMENT MARKERS PER SECTION 85. 5. TRAFFIC SIGN DIMENSIONS, COLOR AND LETTERING SHALL CONFORM TO THE LATEST CALTRANS SIGN SPECIFICATION SHEETS. SIGN CODES SHOWN HEREON ARE TO CONFORM TO CALTRANS SPECIFICATION SHEET CODES. TRAFFIC SIGN SIZE SHALL BE STANDARD UNLESS OTHERWISE NOTED ON PLANS. 6. ALL SIGNS SHALL BE MOUNTED ON A GALVANIZED STEEL POST, UNLESS OTHERWISE NOTED, PER CITY STD. DETAIL 139. 7. IT SHALL BE THE RESPONSIBILITY OF THE CONTRACTOR TO MAINTAIN BARRICADES, TRAFFIC SIGNS OR OTHER TRAFFIC CONTROL AT ALL TIMES. 8. CONTROL POINTS OR "CAT—TRACKING" SHALL BE APPROVED BY THE ENGINEER TWO (2) WORKING DAYS PRIOR TO STRIPING APPLICATION. 9. CROSSWALKS SHALL HAVE 10' BETWEEN THE CENTERLINE OF 12" STRIPES PER CITY STD. DWG. 1006. 10. ALL TEMPORARY STRIPING AND PAVEMENT MARKINGS SHALL BE APPLIED /N TWO SEPARATE COATS. A FINAL COAT IS TO BE APPLIED BETWEEN SEVEN (7) AND (14) DAYS AFTER THE FIRST COAT. L YTL E CREEK RD. SEE SHT 1 OF 4 STA 21+33.71 - =STA 1+33.71- =STA 188+ 1 C UR TIS A VENUE 4 JII�' NO 2 'f 5 � Q COOPER AVENUE SIGNING AND STRIPING NOTES O1 INSTALL SIGN ON POST AS NOTED ON PLAN. 0 INSTALL SIGN ON STREET LIGHT POLE AS NOTED ON PLAN. 0 APPLY PAVEMENT MARKINGS OR LEGENDS AS NOTED ON PLAN. O APPLY 4" SOLID YELLOW STRIPE PER DETAIL ';4" HEREON. O APPLY 4" DASHED YELLOW STRIPE (DETAIL 2). © APPLY 12" WHITE STOP BAR. O7 APPLY 4" SOLID WHITE EDGE STRIPE. (DETAIL 27B) © REFRESH/REAPPLY EXIST. SIGNS, MARKINGS, STRIPING, ETC. %==/ Qa/ / % 0 / llt� / 9 V E— / V %—� d TYPE "D" MAR MALOOF AVENUE 150mm (6") TYP . 100mm (4') YELLOW STRIPE DIRECT/ON OF TRAVEL 15m (49') DETAIL "A'y NOT TO SCALE T MR 171 TYPE "D" MARKER (DO NOT INSTALL AT STOP LIMIT LINE OR AT CROSSWALK) O d - I I w J Q U cn SCALE IN FEET 0 JAl 26-1662\streets\ST1 2.dwg, 02/24/2004 08:54:01 AM, WI 3 10' TYP. 6 6 0 w %�', 1\10, 162417 zL,-� 1 � STA 41+08.J5 CURTIS AVE. =STA 26+41.66 COOPER AVT. m o � 50' TYP. 4 EP 3 n 50' (TYP.) 6 R W r. W FUT. R/W / SIGNING AND STRIPING GENERAL NOTES 1. 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 STATE OF CALIFORNIA DATED JULY 2002 2. PAVEMENT MARKERS AND TRAFFIC STRIPING DIMENSIONS SHALL CONFORM TO CALTRANS STANDARD PLANS J. PAVEMENT MARKING SHALL MATCH THE CITY OF FONTANA STANDARD STENCILS 4. TRAFFIC STRIPING AND PAVEMENT MARKINGS SHALL BE THERMOPLASTIC WITH ALKYD BINDER AND SHALL BE APPLIED PER SECTION 84 OF THE CALTRANS STANDARDS. ALL STRIPING SHALL INCLUDE RAISED PAVEMENT MARKERS PER SECTION 85. 5. TRAFFIC SIGN DIMENSIONS, COLOR AND LETTERING SHALL CONFORM TO THE LATEST CALTRANS SIGN SPECIFICATION SHEETS. SIGN CODES SHOWN HEREON ARE TO CONFORM TO CALTRANS SPECIFICATION SHEET CODES. TRAFFIC SIGN SIZE SHALL BE STANDARD UNLESS OTHERWISE NOTED ON PLANS. 6. ALL SIGNS SHALL BE MOUNTED ON A GALVANIZED STEEL POST, UNLESS OTHERWISE NOTED, PER CITY STD. DETAIL 139. 7. IT SHALL BE THE RESPONSIBILITY OF THE CONTRACTOR TO MAINTAIN BARRICADES, TRAFFIC SIGNS OR OTHER TRAFFIC CONTROL AT ALL TIMES. 8. CONTROL POINTS OR "CAT—TRACKING" SHALL BE APPROVED BY THE ENGINEER TWO (2) WORKING DAYS PRIOR TO STRIPING APPLICATION. 9. CROSSWALKS SHALL HAVE 10' BETWEEN THE CENTERLINE OF 12" STRIPES PER CITY STD. DWG. 1006. 10. ALL TEMPORARY STRIPING AND PAVEMENT MARKINGS SHALL BE APPLIED /N TWO SEPARATE COATS. A FINAL COAT IS TO BE APPLIED BETWEEN SEVEN (7) AND (14) DAYS AFTER THE FIRST COAT. L YTL E CREEK RD. SEE SHT 1 OF 4 STA 21+33.71 - =STA 1+33.71- =STA 188+ 1 C UR TIS A VENUE 4 JII�' NO 2 'f 5 � Q COOPER AVENUE SIGNING AND STRIPING NOTES O1 INSTALL SIGN ON POST AS NOTED ON PLAN. 0 INSTALL SIGN ON STREET LIGHT POLE AS NOTED ON PLAN. 0 APPLY PAVEMENT MARKINGS OR LEGENDS AS NOTED ON PLAN. O APPLY 4" SOLID YELLOW STRIPE PER DETAIL ';4" HEREON. O APPLY 4" DASHED YELLOW STRIPE (DETAIL 2). © APPLY 12" WHITE STOP BAR. O7 APPLY 4" SOLID WHITE EDGE STRIPE. (DETAIL 27B) © REFRESH/REAPPLY EXIST. SIGNS, MARKINGS, STRIPING, ETC. %==/ Qa/ / % 0 / llt� / 9 V E— / V %—� d TYPE "D" MAR MALOOF AVENUE 150mm (6") TYP . 100mm (4') YELLOW STRIPE DIRECT/ON OF TRAVEL 15m (49') DETAIL "A'y NOT TO SCALE T MR 171 TYPE "D" MARKER (DO NOT INSTALL AT STOP LIMIT LINE OR AT CROSSWALK) O d - I I w J Q U cn SCALE IN FEET 0 JAl 26-1662\streets\ST1 2.dwg, 02/24/2004 08:54:01 AM, WI