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Home My WebLink About4984-38G20-2 ........... T N PAINT TEMP. 4° — — — — - R3 -L YELLOW EDGE LINE 1 V� N C — 7c -4 — — — — — — — — — — — — 41+ �1 — C1(CA)(30j- — — — 22 13'W R3-1 13' 29' -00INSTALL TEMP. TYPE IV > - -MARKING W20-1 C20RT)(CA --� - - - - - - - - - - - - - CHAN IZATION LANE ' INSTALL TEMP 8 WHITE 600' 600' TAPER NEL voREMOVE EXIST LANE LINE _ O PAINT TEMP. 4.,,.. 3 �.................... ......... ! O YELLOW EDGE LINE y ......... a.......... '� c o o GENERAL NOTES ,; PAINT LIMT LINES - U' w AS REQUIRED C W CO 1. CONSTRUCTION PERMITS SHALL BE OBTAINED FROM THE CITY OF ONTARIO AND THE CITY OF FONTANA COMMUNITY DEVELOPMENT DEPARTMENT, ENGINEERING DIVISION PRIOR TO THE START OF \ CD M W ANY WORK. INSPECTION COORDINATION SHALL BE REQUESTED AT LEAST TWO WORKING DAYS PRIOR 0 CA 76+00 + 0 _ TO THE START OF ANY WORK IN PUBLIC RIGHT-OF-WAY WITHIN THE CITY LIMITS. CALL (909) 350-7610. 2. THE CONTRACTOR SHALL COORDINATE WITH THE CITY ENGINEER FOR CLOSURE BEGINNING AND ENDING 1 S C A Q 3. THE ROAD CLOSED INFORMATIONAL SIGNS AND/OR CMS AS REQUIRED, SHALL BE POSTED A MINIMUM � OF 7 DAYS PRIOR TO CLOSING (STREET NAME). FINAL PLACEMENT OF THE "ROAD CLOSED" SIGNAGE --_`; s LEGEND ___..._._. TO BE COORDINATED WITH THE CITY OF FONTANA TRAFFIC ENGINEERING DEPARTMENT AND THE CITY OF "" _......... . ONTARIO TRAFFIC ENGINEERING DEPARTMENT. + - 4. THE CONTRACTOR SHALL BE RESPONSIBLE FOR NOTIFYING EMERGENCY SERVICES, TRANSPORTATION + TYPE III BARRICADE a _ _ SERVICES, IMPACTED BUSINESSES ,AND RESIDENTS OF THE CLOSURE AND DETOUR ROUTE SEVEN DAYS C30(CA) INSTALL SIGN (C30 TYP.) ON BARRICADE�- PRIOR TO THE CLOSURE. d SIGN (PER CALTRANS SIGN CODE) PAINT TEMP. 8° WHITE 5. THE CONTRACTOR SHALL BE RESPONSIBLE FOR MAINTAINING ACCESS TO ANY PRIVATE PROPERTY (80 L.F.) OWNERS LOCATED WITHIN THE ROAD CLOSURE THROUGHOUT THE CONSTRUCTION OF THE IMPROVEMENTS EXIST SIGN AND DURING THE DURATION OF THE ROAD CLOSURE 24 -HOURS A DAY 7 DAYS A WEEK. z TYPE II BARRICADE 6. THE CONTRACTOR SHALL CLOSE (NUMBER OF LANES) ON (STREET NAME) FROM (FIRST BOUNDARY) TOSTAGE 3 (SECOND BOUNDARY). ® CHANNELIZER (50' O.C.) 7. THE CONTRACTOR SHALL CONFORM TO ALL TRAFFIC CONTROL POLICIES, METHODS, DETAILS, DIMENSIONS, ® FLASHING ARROW SIGN CONSTRUCTION NOTES TnT /� AND PROCEDURES DESCRIBED IN THE CALIFORNIA MANUAL ON TRAFFIC CONTROL DEVICES (M.U.T.C.D.), TI d V HN D A AVE . DATED JANUARY 2012. UPON APPROVAL, THE W.A.T.C.H. MANUAL, LATEST EDITION, MAY BE USED FOR WORK AREA MINOR PROJECTS OF SHORT DURATION. SIGN CODES SHALL COMPLY TO THE 2012 CALIFORNIA MANUAL Kx� 1., USE NEW TRAFFIC SIGNAL FOR INTERSECTION CONTROL ON UNIFORM TRAFFIC CONTROL DEVICES (M.U.T.C.D). 2. CONSTRUCT IMPROVEMENTS IN THE CENTER OF THE STREET 8. THE EXACT LOCATION OF ALL TRAFFIC CONTROL DEVICES IS SUBJECT TO APPROVAL OF THE CITY EXISTING STRIPING TO REMAIN ENGINEER. ADDITIONAL WARNING, CONSTRUCTION SIGNS OR TRAFFIC SAFETY EQUIPMENT MAY <7� DIRECTION OF TRAFFIC, NOT A PAVEMENT MARKING. AND SALVAGE EXISTING TRAFFIC SIGNAL BE REQUIRED BY THE CITY ENGINEER AT ANY TIME. 3. CLOSE BOTH STREETS TO A SINGLE THRU LANE UNLESS DIRECTED 9. DURING CONSTRUCTION, ALL EXISTING SIGNS THAT ARE IN CONFLICT SHALL BE COVERED OR REMOVED. - - - - EXISTING STRIPING TO BE REMOVED OTHERWISE BY THE ENGINEER. KEEP LEFT TURN LANES OPEN. ALL EXISTING STRIPING OR PAVEMENT MARKINGS THAT ARE IN CONFLICT AND/OR NO LONGER 4. CONSTRUCT PAVING TO LIMITS SHOWN ON STREET IMPROVEMENT PLANS. APPLICABLE SHALL BE REMOVED BY SANDBLASTING. PROPOSED STRIPING 5. MAINTAIN PEDESTRIAN CONTROL FOR STREET CROSSINGS. _ 10. ALL WORK AREAS SHALL BE CLEARLY IDENTIFIED AND DELINEATED WITH CONES, PORTABLE DELINEATORS, 6. MAINTAIN ACCESS TO DRIVEWAYS. TRAFFIC SIGNAL CONTROL K -RAIL AND/OR BARRICADES. ALL PORTABLE DELINEATORS SHALL BE A MINIMUM OF 36 INCHES O IN HEIGHT. ALL CONES SHALL BE A MINIMUM OF 28 INCHES IN HEIGHT. GLUE DOWN DELINEATORS NTH WHITE REFLECTORS ARE REQUIRED IF THE PROJECT DURATION IS LONGER THAN ONE DAY. 11. THE CONTRACTOR SHALL FURNISH REFLECTOR/FLASHING LIGHTS AND INSTALL THEM ON WOODEN , BARRICADES AND ALL SIGNS SHALL BE REFLECTORIZED OR ILLUMINATED. 12. TRAFFIC SIGN SIZE SHALL BE FOR CONVENTIONAL ROADWAYS -UNLESS OTHERWISE SHOWN ON THE PLANS. 13. ALL SIGNS SHALL BE MOUNTED ON GALVANIZED STEEL POSTS, UNLESS OTHERWISE SHOWN ON THE PLANS, PER CITY STANDARD DETAIL 4003. FINAL PLACEMENT TO BE APPROVED BY. THE CITY ENGINEER. S LO VE R AVE. 800' TAPER OFFSET 16' 800 _ 800' REMOVE LANE LINE ' PAINT TEMP. 4" PAINT TEMP. RRLIMIT LINE YELLOW EDGE LINE -- - - C20(RT)(CA) C20(RT)(CA) W20-1 -�- — — — — — C30 CA — INSTALL C30 CA _ c,4 TEMP. TYPE IV / ' _ _ _ - - _ _ + _ rJ AVEMENT MARKING - — .:..:. 0 3 — — — R3-1 — — — — — — — — �. 8" WHITE ON LANE / - 3 -- -- C20 2T :. 0� 200 GP REMOVE LANE LINE No JL lljrah : G20-2 ........... T N PAINT TEMP. 4° — — — — - R3 -L YELLOW EDGE LINE 1 V� N C — 7c -4 — — — — — — — — — — — — 41+ �1 — C1(CA)(30j- — — — 22 13'W R3-1 13' 29' -00INSTALL TEMP. TYPE IV > - -MARKING W20-1 C20RT)(CA --� - - - - - - - - - - - - - CHAN IZATION LANE ' INSTALL TEMP 8 WHITE 600' 600' TAPER NEL voREMOVE EXIST LANE LINE _ O PAINT TEMP. 4.,,.. 3 �.................... ......... ! O YELLOW EDGE LINE y ......... a.......... '� c o o GENERAL NOTES ,; PAINT LIMT LINES - U' w AS REQUIRED C W CO 1. CONSTRUCTION PERMITS SHALL BE OBTAINED FROM THE CITY OF ONTARIO AND THE CITY OF FONTANA COMMUNITY DEVELOPMENT DEPARTMENT, ENGINEERING DIVISION PRIOR TO THE START OF \ CD M W ANY WORK. INSPECTION COORDINATION SHALL BE REQUESTED AT LEAST TWO WORKING DAYS PRIOR 0 CA 76+00 + 0 _ TO THE START OF ANY WORK IN PUBLIC RIGHT-OF-WAY WITHIN THE CITY LIMITS. CALL (909) 350-7610. 2. THE CONTRACTOR SHALL COORDINATE WITH THE CITY ENGINEER FOR CLOSURE BEGINNING AND ENDING 1 S C A Q 3. THE ROAD CLOSED INFORMATIONAL SIGNS AND/OR CMS AS REQUIRED, SHALL BE POSTED A MINIMUM � OF 7 DAYS PRIOR TO CLOSING (STREET NAME). FINAL PLACEMENT OF THE "ROAD CLOSED" SIGNAGE --_`; s LEGEND ___..._._. TO BE COORDINATED WITH THE CITY OF FONTANA TRAFFIC ENGINEERING DEPARTMENT AND THE CITY OF "" _......... . ONTARIO TRAFFIC ENGINEERING DEPARTMENT. + - 4. THE CONTRACTOR SHALL BE RESPONSIBLE FOR NOTIFYING EMERGENCY SERVICES, TRANSPORTATION + TYPE III BARRICADE a _ _ SERVICES, IMPACTED BUSINESSES ,AND RESIDENTS OF THE CLOSURE AND DETOUR ROUTE SEVEN DAYS C30(CA) INSTALL SIGN (C30 TYP.) ON BARRICADE�- PRIOR TO THE CLOSURE. d SIGN (PER CALTRANS SIGN CODE) PAINT TEMP. 8° WHITE 5. THE CONTRACTOR SHALL BE RESPONSIBLE FOR MAINTAINING ACCESS TO ANY PRIVATE PROPERTY (80 L.F.) OWNERS LOCATED WITHIN THE ROAD CLOSURE THROUGHOUT THE CONSTRUCTION OF THE IMPROVEMENTS EXIST SIGN AND DURING THE DURATION OF THE ROAD CLOSURE 24 -HOURS A DAY 7 DAYS A WEEK. z TYPE II BARRICADE 6. THE CONTRACTOR SHALL CLOSE (NUMBER OF LANES) ON (STREET NAME) FROM (FIRST BOUNDARY) TOSTAGE 3 (SECOND BOUNDARY). ® CHANNELIZER (50' O.C.) 7. THE CONTRACTOR SHALL CONFORM TO ALL TRAFFIC CONTROL POLICIES, METHODS, DETAILS, DIMENSIONS, ® FLASHING ARROW SIGN CONSTRUCTION NOTES TnT /� AND PROCEDURES DESCRIBED IN THE CALIFORNIA MANUAL ON TRAFFIC CONTROL DEVICES (M.U.T.C.D.), TI d V HN D A AVE . DATED JANUARY 2012. UPON APPROVAL, THE W.A.T.C.H. MANUAL, LATEST EDITION, MAY BE USED FOR WORK AREA MINOR PROJECTS OF SHORT DURATION. SIGN CODES SHALL COMPLY TO THE 2012 CALIFORNIA MANUAL Kx� 1., USE NEW TRAFFIC SIGNAL FOR INTERSECTION CONTROL ON UNIFORM TRAFFIC CONTROL DEVICES (M.U.T.C.D). 2. CONSTRUCT IMPROVEMENTS IN THE CENTER OF THE STREET 8. THE EXACT LOCATION OF ALL TRAFFIC CONTROL DEVICES IS SUBJECT TO APPROVAL OF THE CITY EXISTING STRIPING TO REMAIN ENGINEER. ADDITIONAL WARNING, CONSTRUCTION SIGNS OR TRAFFIC SAFETY EQUIPMENT MAY <7� DIRECTION OF TRAFFIC, NOT A PAVEMENT MARKING. AND SALVAGE EXISTING TRAFFIC SIGNAL BE REQUIRED BY THE CITY ENGINEER AT ANY TIME. 3. CLOSE BOTH STREETS TO A SINGLE THRU LANE UNLESS DIRECTED 9. DURING CONSTRUCTION, ALL EXISTING SIGNS THAT ARE IN CONFLICT SHALL BE COVERED OR REMOVED. - - - - EXISTING STRIPING TO BE REMOVED OTHERWISE BY THE ENGINEER. KEEP LEFT TURN LANES OPEN. ALL EXISTING STRIPING OR PAVEMENT MARKINGS THAT ARE IN CONFLICT AND/OR NO LONGER 4. CONSTRUCT PAVING TO LIMITS SHOWN ON STREET IMPROVEMENT PLANS. APPLICABLE SHALL BE REMOVED BY SANDBLASTING. PROPOSED STRIPING 5. MAINTAIN PEDESTRIAN CONTROL FOR STREET CROSSINGS. _ 10. ALL WORK AREAS SHALL BE CLEARLY IDENTIFIED AND DELINEATED WITH CONES, PORTABLE DELINEATORS, 6. MAINTAIN ACCESS TO DRIVEWAYS. TRAFFIC SIGNAL CONTROL K -RAIL AND/OR BARRICADES. ALL PORTABLE DELINEATORS SHALL BE A MINIMUM OF 36 INCHES O IN HEIGHT. ALL CONES SHALL BE A MINIMUM OF 28 INCHES IN HEIGHT. GLUE DOWN DELINEATORS NTH WHITE REFLECTORS ARE REQUIRED IF THE PROJECT DURATION IS LONGER THAN ONE DAY. 11. THE CONTRACTOR SHALL FURNISH REFLECTOR/FLASHING LIGHTS AND INSTALL THEM ON WOODEN , BARRICADES AND ALL SIGNS SHALL BE REFLECTORIZED OR ILLUMINATED. 12. TRAFFIC SIGN SIZE SHALL BE FOR CONVENTIONAL ROADWAYS -UNLESS OTHERWISE SHOWN ON THE PLANS. 13. ALL SIGNS SHALL BE MOUNTED ON GALVANIZED STEEL POSTS, UNLESS OTHERWISE SHOWN ON THE PLANS, PER CITY STANDARD DETAIL 4003. FINAL PLACEMENT TO BE APPROVED BY. THE CITY ENGINEER. S LO VE R AVE. 800' TAPER OFFSET 16' 800 _ 800' REMOVE LANE LINE ' PAINT TEMP. 4" PAINT TEMP. RRLIMIT LINE YELLOW EDGE LINE -- - - C20(RT)(CA) C20(RT)(CA) W20-1 -�- — — — — — C30 CA — INSTALL C30 CA _ c,4 TEMP. TYPE IV / ' _ _ _ - - _ _ + _ rJ AVEMENT MARKING - — .:..:. 0 3 — — — R3-1 — — — — — — — — �. 8" WHITE ON LANE / - 3 -- -- C20 2T :. 0� 200 GP REMOVE LANE LINE No JL lljrah