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HomeMy WebLinkAbout4122-140048 AL NOTES 1. ADVANCE CONSTRUCTION SIGNING INDICATING DURATION OF PROJECT SHALL BE IN PLACE ONE WEEK PRIOR TO IMPLEMENTING DETOURS. 2. 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. CALL (909) 350-7610. 3. THE CONTRACTOR SHALL CONFORM TO ALL TRAFFIC CONTROL POLICIES, METHODS AND PROCEDURES DESCRIBED IN THE MUTCD 2003 CALIFORNIA SUPPLEMENT SECTION 6 UNLESS OTHERWISE DIRECTED BY THE CITY TRAFFIC ENGINEER. 4. THE CONTRACTOR SHALL NOTIFY THE CITY TRAFFIC SECTION TWO WORKING DAYS PRIOR TO IMPLEMENTING THE TRAFFIC CONTROL PLAN TO ALLOW CITY STAFF TIME TO ADJUST TRAFFIC SIGNAL DETECTION. 5. THE CONTRACTOR SHALL MAINTAIN TWO WAY TRAFFIC AT ALL TIMES UNLESS OTHERWISE APPROVED BY THE CITY TRAFFIC ENGINEER. QUALIFIED FLAGGERS SHALL BE USED WHEN THE ROADWAY IS REDUCED TO A SINGLE LANE OR WHERE TRAFFIC MUST STOP FOR MOVEMENT OF EQUIPMENT. 6. IT SHALL BE THE RESPONSIBILITY OF THE CONTRACTOR TO MAINTAIN BARRICADES, DELINEATORS OR OTHER TRAFFIC CONTROL DEVICES AT ALL TIMES. 7. THE WORK ZONE SHALL BE ROUTINELY INSPECTED AND MAINTAINED TO ENSURE PROPER VISIBILITY AND OPERATION OF ALL TRAFFIC CONTROL AND ADVANCE WARNING DEVICES. 8. ALL EXISTING SIGNS, STRIPING OR PAVEMENT MARKINGS THAT ARE IN CONFLICT AND/OR NO LONGER APPLICABLE SHALL BE REMOVED BY SANDBLASTING. 9. SIGNS SHALL NOT BE PLACED IN EXCESS OF 15 FEET FROM THE EDGE OF THE TRAVELLED WAY. PORTABLE SIGN STANDARDS SHALL BE TIED DOWN OR WEIGHTED TO PREVENT TOPPLING. 10. 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. 11. ALL WORK AREAS SHALL BE CLEARLY IDENTIFIED AND DELINEATED WITH CONES, PORTABLE DELINEATORS AND/OR BARRICADES. ALL CONES OR PORTABLE DELINEATORS SHALL BE A MINIMUM OF 28 INCHES IN HEIGHT. SPACING SHALL BE 50', UNLESS OTHERWISE NOTED. 12. TRAFFIC SIGN DIMENSIONS, COLOR AND LETTERING SHALL CONFORM TO THE 2003 MUTCD AND CALIFORNIA SUPPLEMENT. SIGN CODES SHOWN HEREON ARE TO CONFORM TO 2003 MUTCD AND CALIFORNIA SUPPLEMENT. TRAFFIC SIGN SIZE SHALL BE FOR CONVENTIONAL .?OADWAYS UNLESS OTHERWISE SHOWN ON THE PLANS. 13. TEMPORARY STRIPING SHALL BE PAINT, 2 COATS. 14. ALL FLASHING YELLOW WARNING LIGHTS SHALL BE TYPE A PORTABLE, LENS DIRECTED, ENCLOSED AND MOUNTED AT A MINIMUM HEIGHT OF THREE FEET, MEASURED FROM THE BOTTOM OF THE LENS TO THE UNDERLYING SURFACE. 15. THE CONTRACTOR SHALL MAINTAIN ACCESS FOR LOCAL RESIDENTS AND BUSINESSES AT ALL TIMES. A MINIMUM 12 FOOT LANE SHALL BE MAINTAINED AT ALL TIMES IN THE CONSTRUCTION AREA FOR RESIDENTS AND EMERGENCY VEHICLES. 16. UPON COMPLETION OF CONSTRUCTION, CONTRACTOR SHALL RESTORE ALL SIGNING, STRIPING, BARRICADES, AND OTHER TRAFFIC CONTROL DEVICES TO THE SATISFACTION OF THE CITY TRAFFIC ENGINEER, AND INSTALL SIGNING AND STRIPING PER THE SIGNING AND STRIPING PLANS. 17. ALL SIGNS SHALL BE REFLECTORIZED. 18. CONTRACTOR TO CONTACT TIM RASTEDT AT (909) 350-6649 TWO WORKING DAYS PRIOR TO ANY SIGN INSTALLATION TO ALLOW CITY STAFF TO LOCATE EXISTING UNDERGROUND FACILITIES. 19. ALL W20-1 AND G20-2 CONSTRUCTION SIGNS SHALL REMAIN IN PLACE FOR THE DURATION OF THE PROJECT, UNLESS OTHERWISE SHOWN TO BE RELOCATED ON THESE PLANS OR AS DIRECTED BY THE ENGINEER IN THE FIELD. 20. CONTRACTOR SHALL MAINTAIN PEDESTRIAN ACCESS AT ALL TIMES. WHEN PEDESTRIAN ACCESS CAN NO LONGER BE MAINTAINED DUE TO CONSTRUCTION, CONTRACTOR SHALL INSTALL "SIDEWALK CLOSED" AND "SIDEWALK CLOSED AHEAD" SIGNS AT LOCATIONS AS DIRECTED BY THE ENGINEER IN THE FIELD. SIERRA AVENUE -SEE SHEET 12 BASELINE NOTE TO CONTRACTOR: Traffic Control shown hereon is concept only. Traffic lanes may have to be modified per Contractor's schedule or construction methods. Contractor shall submit detailed traffic control plans for approval by the City Traffic Engineer ten (10) working days in advance of any proposed modification to these plans or construction phasing. SCALE: 1"=40' Q --- 229 230 f 231 (� O 1256.09 1256.09' -J W 49' 12ND MARKER NOT USED AT DIRECTION OF TRAVEL _ LIMIT LINE OR TYPE G CROSSWALK MAFKE i TYP 4" WH I TE LI N E o 0 t-- I INSTALL 12"_ WHITE LINE �1 13. 13' 1 �1' 10 11 INSTALL DETAIN' DETAIL So A" NTS LBMND I TYPE II BARRICADE I TYPE III BARRICADE (WITH FLASHERS) -� PORTABLE DELINEATOR (GLUE DOWN) FLASHING ARROW BOARD WORK AREA WORK AREA - USING DAILY LANE CLOSURES -10- DIRECTION OF TRAVEL + TEMPORARY K -RAIL (WITH REFLECTIVE TABS) » TEMPORARY CRASH CUSHIONS, ARRAY AS NOTED. +� SIGN AND POST HIGH LEVEL WARNING DEVICE SPEDESTRIAN ACCESS, SEE GENERAL NOTE 20. CROSS REFERENCES: STREET IMPROVEMENT PLANS 13,18,19,20 OF 29 SEWER IMPROVEMENT PLAN 1 OF 6 STORM DRAIN IMPROVEMENT PLAN 7 OF 11 TRAFFIC SIGNAL MODIFICATION PLAN 1 OF 3 SIGNING AND STRIPING PLAN 5 OF 5 TRAFFIC CONTROL (PHASE 1) 2 OF 20 (PHASE 6) 11 OF 20 PHASE 7) 15 OF 20 PHASE 8) 20 OF 20 SCALE: 1"=40' 1 — — — — — Q In N C30(CA)2 Q W 243 I X40 2411 W1 8(LT) 742 ( ) - 244 - - 45 - 246 V) C30 CA I W1-8(LT) _ _ I (n W - —�— - - —}— - -- —I- - -; - - F -1 - - + T 1320.05' ~ _ W _.- ----- -------------- - -- -- — — — -- _ Lij Ld --- — — ---- — — _. _- U SIERRA AVENUE -SEE SHEET 12 JI/ I Ck2NSTRUCT TEMPORARY TF.:%FFIC SIGNAL WITH '.OVERHEAD WIRING AS DIREC (ED BY THE ENGINEER IN THE FIFI_D, TO MAINTAIN THE TRAFFIC SIGNAL OPERATION. (SEE SPECIAL PROVISIONS) AVENUE STORM DRAIN f STREET IMPROVEMENTS