Loading...
HomeMy WebLinkAbout3807-1CITY OF FONTANA GENERAL NOTES. 1 THE CONTRACTOR SHALL COORDINATE WITH THE CITY ENGINEER FOR CLOSURE BEGINNING AND ENDING DATES. 2. THE ROAD CLOSED INFORMATIONAL SIGNS SHALL BE POSTED A MINIMUM OF THREE WEEKS PRIOR TO CLOSING (STREET NAME). FINAL PWEMENT OF THE "ROAD CLOSED" SIGNAGE TO BE COORDINATED WITH THE CITY OF FONTANA TRAFFIC ENGINEERING DEPARTMENT. 3. THE CONTRACTOR SHALL BE RESPONSIBLE FOR NOTIFYING POLICE, FIRE AND OTHER EMERGENCY SERVICES OF THE CLOSURE AND DETOUR ROUTE SEVEN DAYS PRIOR TO THE CLOSURE. 4. THE CONTRACTOR SHALL NOTIFY THE LOCAL NEWSPAPER OF THE CLOSURE DATES AND DETOUR ROUTE TWO WEEKS PRIOR TO CLOSING THE ROADWAY. 5. THE CONTRACTOR SHALL CLOSE TRAFFIC LANE(S) ON JURUPA AVENUE AND SIERRA AVENUE PER TRAFFIC CONTROL PLANS, BETWEEN THE SHOWN LIMITS. (SEE CONSTRUCTION NOTE 3.) 6. THE CONTRACTOR SHALL FURNISH REFLECTOR/FLASHING LIGHTS AND INSTALL THEM ON WOODEN BARRICADES. 7. THE CONTRACTOR SHALL BE RESPONSIBLE FOR MAINTAINING ALL CLOSURE SIGNS, BARRICADES AND WARNING DEVICES FOR 24 -HOURS PER DAY AND 7 DAYS A WEEK AND SHALL DESIGNATE A SINGLE POINT OF CONTACT RESPONSIBLE FOR THIS EFFORT. 8. THE WORK ZONE SHALL BE ROUTINELY INSPECTED AND MAINTAINED TO ENSURE PROPER VISIBILITY AND OPERATION OF ALL TRAFFIC CONTROL AND ADVANCE WARNING DEVICES. 9. ALL EXISTING SIGNS, STRIPING OR PAVEMENT MARKINGS THAT ARE IN CONFLICT AND/OR NO LONGER APPLICABLE SHALL BE REMOVED AS DIRECTED BY THE CITY TRAFFIC ENGINEER. 10. CONSTRUCTION PERMITS SHALL BE OBTAINED FROM THE CITY OF FONTANA COMMUNITY DEVELOPMENT DEPARTMENT, ENGINEERING DIVISION 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. 11. THE CONTRACTOR SHALL CONFORM TO ALL TRAFFIC CONTROL POLICIES, METHODSs DETAILS,, DIMENSIONS, AND PROCEDURES DESCRIBED IN THE 2003 MANUAL ON UNIFORM TRAFFIC CONTROL DEVICES (MUTCD) AND THE 2003 MUTCD CALIFORNIA SUPPLEMENT, UNLESS OTHERWISE DIRECTED BY THE CITY TRAFFIC ENGINEER. 12. THE EXACT LOCATION OF ALL TRAFFIC CONTROL DEVICES IS SUBJECT TO APPROVAL OF THE CITY TRAFFIC ENGINEER. ADDITIONAL WARNING, CONSTRUCTION SIGNS OR TRAFFIC SAFETY EQUIPMENT MAY BE REQUIRED BY THE CITY TRAFFIC ENGINEER AT ANY TIME. 13. ALL WORK AREAS SHALL BE CLEARLY IDENTIFIED AND DELINEATED NTH CONES, PORTABLE DELINEATORS AND/OR BARRICADES. ALL PORTABLE DELINEATORS SHALL BE A MINIMUM OF 36 INCHES IN HEIGHT. ALL CONES SHALL BE A MINIMUM OF 28 INCHES IN HEIGHT. 14. ALL SIGNS SHALL BE REFLECTORIZED OR ILLUMINATED. 15. ALL SIGNING, STRIPING AND PAVEMENT MARKINGS SHALL BE IN CONFORMANCE WITH THE 2003 MUTCD AND THE 2003 MUTCD CALIFORNIA SUPPLEMENT. TRAFFIC SIGN SIZE SHALL BE STANDARD UNLESS OTHERWISE SHOWN ON THE PLANS. 16 ALL SIGNS SHALL BE MOUNTED ON GALVANIZED STEEL POSTS, UNLESS OTHERWISE SHOWN ON PLANS, PER CITY STANDARD DETAIL 139. FINAL PLACEMENT TO BE APPROVED BY THE CITY TRAFFIC ENGINEER. 17. THE CONTRACTOR SHALL BE RESPONSIBLE FOR MAINTAINING ACCESS TO ANY PRIVATE PROPERTY OWNERS LOCATED WITHIN THE ROAD CLOSURE THROUGHOUT THE CONSTRUCTION OF THE IMPROVEMENTS AND DURING THE DURATION OF THE ROAD CLOSURE 24 -HOURS A DAY 7 DAYS A WEEK. 18. UPON COMPLETION OF THE CONSTRUCTION, THE CONTRACTOR SHALL RESTORE ALL SIGNING, STRIPING, BARRICADES AND OTHER TRAFFIC CONTROL DEVICES TO THE SATISFACTION OF THE CITY TRAFFIC ENGINEER. W4-2(LT) W4-2(RT) r ftf i tlD AI I Fill WAMM'q z a a TRAFFIC CONTROL GENERAL NOTES (COUNTY OF SAN BERNARDINO): 1. ALL SIGNING., STRIPING AND PAVEMENT MARKINGS SHALL BE IN CONFORMANCE WITH THE 2003 MUTCD AND THE 2003 MUTCD CALIFORNIA SUPPLEMENT. 2. ALL STRIPING (LONG LINE) AND PAVEMENT MARKINGS SHALL BE RETROREFLECTIVE PAINT. 3. ALL SIGNS SHALL BE OF HIGH INTENSITY (FHWA TYPE III/IV) RETROREFLECTIVE SHEETING, STOP SIGNS SHALL BE DIAMOND GRADE (FHWA TYPE VII/IX) RETROREFLECTOVE SHEETING. "'NO PARKING" SIGNS SHALL BE FHWA TYPE 11 SUPER ENGINEERING GRADE RETROREFLEC-nVE SHEETING, AND ALL SCHOOL SIGNS SHALL BE DIAMOND GRADE (FHWA TYPE IX) FLUORESCENT YELLOW -GREEN (FYG) RETROREFLECTIVE SHEETING. 4. ALL DELINEATORS AND CHANNELIZERS SHALL BE OF FHWA TYPE VII RETROREFLECTIVE SHEETING. 5. SIGNS SHALL BE MOUNTED ON METAL POSTS SIMILAR TO COUNTY STANDARDS 303(A) AND 303(B). 6. ALL CONFLICTING STRIPING AND PAVEMENT MARKINGS NOT SHOWN ON PLANS SHALL BE REMOVED BY THE CONTRACTOR. REMOVAL SHALL BE ACCOMPLISHED BY SANDBLASTING, GRINDING, OR AS DIRECTED BY COUNTY REPRESENTATIVE. 7. ALL CONFLICTING SIGNS SHALL BE REMOVED, RELOCATED, OR COVERED BY THE CONTRACTOR. RELOCATABLE SIGNS SHALL BE INSTALLED AS SPECIFIED ON THE PLANS OR AS DIRECTED BY COUNTY REPRESENTATIVE. 8. ALL EXISTING SIGNING, STRIPING AND PAVEMENT MARKINGS, (I.E. CROSS STREET STOP, STOP LIMIT LINE AND CROSSWALK 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 MUTCD 2003 AND THE CALIFORNIA SUPPLEMENT TO THE MUTCD 2003. 9. THE CONTRACTOR SHALL NOTIFY COUNTY REPRESENTATIVE TO SCHEDULE A FINAL REVIEW (WALK THROUGH) NTH TRAFFIC DIVISION PERSONNEL FOR APPROVAL OF TRAFFIC CONTROL DEVICES PRIOR TO PROJECT ACCEPTANCE. 18 )) X 18" BUSES ONLY #*v R (SPECIAL) BACKGROUND: WHITE LEGEND: BLACK (4 )) (REFLECTIVE) CASE SERIES C) A� AM .1 /1r- LANE LAN E LANE ROAD I - NO OPEN RIGHT LANE I LANE EN DS ENDS END ROAD TURN E> N C M oloor WORK > F ol ON RED ( <\ ->y N, ROAD WORK "TRENCH CLOSED CLOSE CLOSED MERGE MERGE CLOSED EAD AHEAD AHEAC LEFT RIGHT \Nk C27(CA) W20-5(RT) W20-5(LT) C30(CA) Wg-2(LT) Wg-2(RT) W20-1 G20-2 R11-2 R3-18 R10-11 LEGEND AND CONSTRUCTION NOTES. F El EXISTING SIGN AND/OR STRIPING TO REMAIN. PROVIDE TEMPORARY STRIPING, CONSTRUCTION SIGN, FLAGTREE AND SIGN, BARRICADES, CONES, FLASHING ARROW SIGN, TEMPORARY K -RAIL, OR TEMPORARY CRASH CUSHION MODULE (ARRAY PER PLAN). 2] CONSTRUCTION WITHIN THE TRAVEL LANE AND OR INTERSECTION SHALL BE COMPLETED ON A DAILY BASIS. VEHICLE ACCESS SHALL BE MAINTAINED AT ALL TIMES UNLESS APPROVED OTHERWISE. f-3] ONE TRAFFIC LANE (12' MIN.) SHALL BE MAINTAINED AT ALL TIMES DURING CONSTRUCTION, UNLESS OTHERWISE NOTED. MAINTAIN 2 (12' MIN.) TRAFFIC LANES ON SIERRA AVENUE AT ALL TIMES. MAINTAIN PEDESTRIAN ACCESS UNLESS APPROVED OTHERWISE BY ENdINEER. PROVIDE ACCESS FOR PEDESTRIAN CROSSING. PROVIDE ACCESS TO PEDESTRIAN PUSHBUTTONS AT SIERRA AVE AND JURUPA AVE. F 61 SEE SIGNING AND STRIPING PLANS FOR INSTALLATION OF ULTIMATE SIGNING AND STRIPING. M RESTORE SIGNING/STRIPING TO ORIGINAL CONDITION UPON COMPLETION OF WORK. F 8] COVER SIGN DURING CONSTRUCTION. REMOVE ALL EXISTING CONFLICTING TRAFFIC STRIPING, MARKING OR ARROW AS NOTED, INCLUDING RAISED PAVEMENT MARKERS. C# PAINT CALTRANS STRIPING DETAIL PER NUMBER NOTED, INCLUDING PAINT* -,ND INSTALLATION OF RAISED PAVEMENT MARKERS. PAINT PAVEMENT MARKING OR ARROW AS NOTED. (TM) EXISTING ROADSIDE SIGNS WITH SIGN CODE INSTALLED PER PREVIOUS CALTRANS TRAFFIC MANUAL. @ SIGNALIZED INTERSECTION ++ TYPE 11 BARRICADE WITH SIGN AS NOTED ON PLAN +1+ TYPE III BARRICADE WITH SIGN AS NOTED ON PLAN 0 SIGN (AS NOTED ON PLAN) y FLAGTREE AND SIGN AS NOTED 0 CHANNELIZERS, CONSTRUCTION CONES, OR BARRICADES m SOLAR/BATTERY POWERED FLASHING ARROW SIGN --4- DIRECTION OF TRAVEL M1 CONSTRUCTION LANE DIMENSION (12') EXISTING LANE DIMENSIONS ROADWAY CONSTRUCTION AREA SUGGESTED STAGE CONSTRUCTION SEQUENCE: STAGE 1: JURUPA ROAD: CONSTRUCT PROPOSED CURB AND GUTTER. FROM STA 10+50 TO STA 21+69. N8 SIERRA AVENUE: CONSTRUCT PROPOSED DRIVEWAYS, CURB AND GUTTER, BUS -BAY AND NEW INTERSECTION AT UNDERWOOD DRIVE. FROM STA 10+71 TO STA 31+78. STAGE 2: SIERRA AVENUE: CONSTRUCT PROPOSED MEDIAN IMPROVEMENTS AND,LEFT-TURN POCKETS. FROM STA 16+30 TO STA 33+70. COUNTY OF SAN BERNARDINO PUBLIC WORKS DEPARTMENT "COUNTY JURISDICTION ONLY is ICHIEF-TRAFFIC DIVISION DATE: Tcml E 0 - Lo 0 00 ry D V) ry -4- V) (10 V) 71 flo 0