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Home My WebLink About4251-19NMI I I w z m TRAFFIC CONTROL - GENERAL NOTES : 1 — ALL SIGNING, STRIPING AND PAVEMENT MARKINGS SHALL BE IN CONFORMANCE WITH THE LATEST NON—METRIC VERSION OF THE TRAFFIC MANUAL, PUBLISHED BY THE STATE OF CALIFORNIA, DEPARTMENT OF TRANSPORTATION. 2 — ALL STRIPING AND PAVEMENT MARKINGS SHALL BE THERMOPLASTIC (ALKYD BASE TYPE). 3 — ALL SIGNS AND ROADSIDE MARKERS SHALL BE OF HIGH INTENSITY (FHWA TYPE 111) REFLECTIVE SHEETING, EXCEPT STOP SIGNS SHALL BE DIAMOND GRADE (FHWA TYPE IIIA) REFLECTIVE SHEETING. 4 — SIGNS SHALL BE MOUNTED ON METAL POSTS SIMILAR TO COUNTY STANDARD 303(c) AND 303(b), 5 — ALL CONFLICTING STRIPING AND PAVEMENT MARKINGS NOT SHOWN ON THE PLANS, SHALL BE REMOVED BY CONTRACTOR. REMOVAL SHALL BE ACCOMPLISHED BY SANDBLASTING, GRINDING OR AS DIRECTED BY COUNTY REPRESENTATIVE. 6 — ALL CONFLICTING SIGNS SHALL BE EITHER REMOVED, RELOCATED OR COVERED BY THE CONTRACTOR. RELOCATABLE SIGNS SHALL BE INSTALLED AS SPECIFIED ON THE PLANS OR AS DIRECTED BY COUNTY REPRESENTATIVE. 7 — ALL EXISTING SIGNING, STRIPING AND PAVEMENT MARKINGS NOT SHOWN ON PLANS, IF REMOVED/ OBLITERATED, SHALL BE REPLACED/RESTORED OF SAME KIND, AND IN CONFORMANCE WITH THE CURRENT EDITION OF THE TRAFFIC MANUAL PUBLISHED BY THE STATE OF CALIFORNIA, DEPARTMENT OF TRANSPORTATION. 8 THE CONTRACTOR SHALL NOTIFY COUNTY AND CITY REPRESENTATIVE TO SCHEDULE WITH TRAFFIC DIVISION PERSONNEL FOR A FINAL REVIEW (WALK THROUGH) AND APPROVAL OF TRAFFIC CONTROL DEVICES PRIOR TO PROJECT ACCEPTANCE. 9 ALL CONSTRUCTION SIGNS SHALL BE BLACK ON ORANGE BACKGROUND WITH HIGH INTENSITY (FHWA TYPE 111) REFLECTIVE SHEETING. 10 ALL CONSTRUCTION SIGNING SHALL BE IN CONFORMANCE WITH THE CURRENT EDITION OF THE MANUAL OF TRAFFIC CONTROLS FOR CONSTRUCTION AND MAINTENANCE WORK ZONES, PUBLISHED BY THE STATE OF CALIFORNIA, DEPARTMENT OF TRANSPORTATION. 11 — ALL SCHOOL WARNING SIGNS SHALL BE DIAMOND GRADE FLUORESCENT REFLECTIVE SHEETING YELLOW—GREEN. 12 — ALL STRIPING REMOVED DUE TO PULVERIZATION SHALL BE REPLACED AS SHOWN ON PLANS. SIGNING AND STRIPING NOTES, -,- (D EXISTING STRIPING, LIMIT LINE, PAVEMENT MARKING, AND SIGN(S) TO BE REMOVED. EXISTING SIGN(S) OR PAVEMENT MARKING(S) TO REMAIN. EXISTING SIGN(S) TO BE RELOCATED AS SHOWN ON PLAN. 12" SOLID WHITE LIMIT LINE OR CROSSWALK LINE SHALL BE PER CALTRANS STANDARD PLAN A24E, "STOP" AND "SIGNAL AHEAD" AND "SLOW SCHOOL XING" PAVEMENT MARKINGS SHALL BE PER CALTRANS STANDARD PLAN A24D. 06 INSTALL NEW SIGN(S) AS SHOWN ON PLAN. 8" SOLID WHITE LINE SHALL BE PER CALTRANS STANDARD PLAN A20D, DETAIL "38". DOUBLE—YELLOW STRIPE SHALL BE PER CALTRANS STANDARD PLAN A20A DETAIL "22". @ TWO—WAY YELLOW LEFT TURN LANE STRIPE SHALL BE PER CALTRANS STANDARD PLAN A20B DETAIL "32". 4� DASHED WHITE LANE LINE SHALL BE PER CALTRANS STANDRAD PLAN A20A, DETAIL "12". 4!' SOLID WHITE LINE SHALL BE AS SHOWN ON PLAN. @ RAIL ROAD CROSSING PAVEMENT MARKING SYMBOL SHALL BE PER CALTRANS STANDARD PLAN A24C. WHITE RIGHT OR LEFT—TURN ARROW(S) SHALL BE PER CALTRANS STANDARD PLAN A24A, TYPE IV. WHITE LANE DROP ARROW(S) SHALL BE PER CALTRANS STANDARD PLAN A24A, TYPE VI. CD u +�jo CC I-- % n + !:L- W_ cr 0 6 + 0 C14 Z Lo 0 00 . 0 00 z .5z w 0 z z ro .9L0VF_R ug) M wN z I I w z m TRAFFIC CONTROL - GENERAL NOTES : 1 — ALL SIGNING, STRIPING AND PAVEMENT MARKINGS SHALL BE IN CONFORMANCE WITH THE LATEST NON—METRIC VERSION OF THE TRAFFIC MANUAL, PUBLISHED BY THE STATE OF CALIFORNIA, DEPARTMENT OF TRANSPORTATION. 2 — ALL STRIPING AND PAVEMENT MARKINGS SHALL BE THERMOPLASTIC (ALKYD BASE TYPE). 3 — ALL SIGNS AND ROADSIDE MARKERS SHALL BE OF HIGH INTENSITY (FHWA TYPE 111) REFLECTIVE SHEETING, EXCEPT STOP SIGNS SHALL BE DIAMOND GRADE (FHWA TYPE IIIA) REFLECTIVE SHEETING. 4 — SIGNS SHALL BE MOUNTED ON METAL POSTS SIMILAR TO COUNTY STANDARD 303(c) AND 303(b), 5 — ALL CONFLICTING STRIPING AND PAVEMENT MARKINGS NOT SHOWN ON THE PLANS, SHALL BE REMOVED BY CONTRACTOR. REMOVAL SHALL BE ACCOMPLISHED BY SANDBLASTING, GRINDING OR AS DIRECTED BY COUNTY REPRESENTATIVE. 6 — ALL CONFLICTING SIGNS SHALL BE EITHER REMOVED, RELOCATED OR COVERED BY THE CONTRACTOR. RELOCATABLE SIGNS SHALL BE INSTALLED AS SPECIFIED ON THE PLANS OR AS DIRECTED BY COUNTY REPRESENTATIVE. 7 — ALL EXISTING SIGNING, STRIPING AND PAVEMENT MARKINGS NOT SHOWN ON PLANS, IF REMOVED/ OBLITERATED, SHALL BE REPLACED/RESTORED OF SAME KIND, AND IN CONFORMANCE WITH THE CURRENT EDITION OF THE TRAFFIC MANUAL PUBLISHED BY THE STATE OF CALIFORNIA, DEPARTMENT OF TRANSPORTATION. 8 THE CONTRACTOR SHALL NOTIFY COUNTY AND CITY REPRESENTATIVE TO SCHEDULE WITH TRAFFIC DIVISION PERSONNEL FOR A FINAL REVIEW (WALK THROUGH) AND APPROVAL OF TRAFFIC CONTROL DEVICES PRIOR TO PROJECT ACCEPTANCE. 9 ALL CONSTRUCTION SIGNS SHALL BE BLACK ON ORANGE BACKGROUND WITH HIGH INTENSITY (FHWA TYPE 111) REFLECTIVE SHEETING. 10 ALL CONSTRUCTION SIGNING SHALL BE IN CONFORMANCE WITH THE CURRENT EDITION OF THE MANUAL OF TRAFFIC CONTROLS FOR CONSTRUCTION AND MAINTENANCE WORK ZONES, PUBLISHED BY THE STATE OF CALIFORNIA, DEPARTMENT OF TRANSPORTATION. 11 — ALL SCHOOL WARNING SIGNS SHALL BE DIAMOND GRADE FLUORESCENT REFLECTIVE SHEETING YELLOW—GREEN. 12 — ALL STRIPING REMOVED DUE TO PULVERIZATION SHALL BE REPLACED AS SHOWN ON PLANS. SIGNING AND STRIPING NOTES, -,- (D EXISTING STRIPING, LIMIT LINE, PAVEMENT MARKING, AND SIGN(S) TO BE REMOVED. EXISTING SIGN(S) OR PAVEMENT MARKING(S) TO REMAIN. EXISTING SIGN(S) TO BE RELOCATED AS SHOWN ON PLAN. 12" SOLID WHITE LIMIT LINE OR CROSSWALK LINE SHALL BE PER CALTRANS STANDARD PLAN A24E, "STOP" AND "SIGNAL AHEAD" AND "SLOW SCHOOL XING" PAVEMENT MARKINGS SHALL BE PER CALTRANS STANDARD PLAN A24D. 06 INSTALL NEW SIGN(S) AS SHOWN ON PLAN. 8" SOLID WHITE LINE SHALL BE PER CALTRANS STANDARD PLAN A20D, DETAIL "38". DOUBLE—YELLOW STRIPE SHALL BE PER CALTRANS STANDARD PLAN A20A DETAIL "22". @ TWO—WAY YELLOW LEFT TURN LANE STRIPE SHALL BE PER CALTRANS STANDARD PLAN A20B DETAIL "32". 4� DASHED WHITE LANE LINE SHALL BE PER CALTRANS STANDRAD PLAN A20A, DETAIL "12". 4!' SOLID WHITE LINE SHALL BE AS SHOWN ON PLAN. @ RAIL ROAD CROSSING PAVEMENT MARKING SYMBOL SHALL BE PER CALTRANS STANDARD PLAN A24C. WHITE RIGHT OR LEFT—TURN ARROW(S) SHALL BE PER CALTRANS STANDARD PLAN A24A, TYPE IV. WHITE LANE DROP ARROW(S) SHALL BE PER CALTRANS STANDARD PLAN A24A, TYPE VI. CD C= OF FODUANA CHANGES 71 NO CHANGES, RESIDENT ENGINEER ........... "I'll, FIELD CHANGES DH 1�1_ - 4 7_� 1 0 < z z 330' STRIPING TRANSITION or_ <lm z �<_ z i � z 0 U- u- U- ol z n C= OF FODUANA CHANGES 71 NO CHANGES, RESIDENT ENGINEER ........... "I'll, FIELD CHANGES DH 1�1_ - 4 7_� 1