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HomeMy WebLinkAbout5445-4CITY OF FONTANA GENERAL NOTES FOR TRAFFIC CONTROL PLANS UTILITY AND AGENCY CONTACTS 1, CONSTRUCTION PERMITS SHALL BE OBTAINED FROM THE CITY OF FONTANA DEPARTMENT OF ENGINEERING SCRRA C&S 909-859-4100 RECORD DRAWING PRIOR TO THE START OF ANY WORK, INSPECTION COORDINATION SHALL BE REQUESTED AT LEAST TWO CITY OF FONTANA ENGINEERING 909-350-7610 WORKING DAYS PRIOR TO THE START OF ANY WORK IN PUBLIC RIGHT-OF-WAY WITH IN THE CITY LIMITS. AT&T DISTRIBUTION 510-645-2929 CALL (909) 350-7610. AT&T SUBSTRUCTURE RESEARCH 714-666-5434 AS=BUILT FONTANA WATER COMPANY 909-201-7375 2. ALL WORK, MATERIALS, EQUIPMENT AND TEMPORARY TRAFFIC CONTROL SHALL CONFORM TO THESE PLANS, SOUTHERN CALIFORNIA GAS-FONTANA 909-335-7955 THE CITY OF FONTANA STANDARD SPECIFICATIONS, THE STANDARD PLANS AND SPECIFICATIONS OF THE STATE SOUTHERN CALIFORNIA GAS -TRANSMISSION 818-701-4546 OF CALIFORNIA, DATED 2015, AND THE CALIFORNIA MANUAL OF UNIFORM TRAFFIC CONTROL DEVICES, DATED 2014, SOUTHERN CALIFORNIA EDISON 714-796-9999 NAME: Casey Miyashita COMPANY: SJD&B, Inc. TIME WARNER CABLE 909-975-3398 3. THE CONTRACTOR SHALL BE RESPONSIBLE FOR NOTIFYING EMERGENCY SERVICES, TRANSPORTATION SERVICES, SPRINT 800-659-9698 IMPACTED BUSINESSES, AND AFFECTED RESIDENTS OF THE CONSTRUCTION AND/OR CLOSURE AND DETOUR SUNESYS 951-278-0400 SIGNATURE: DATE: DATE: 5/4/18 ROUTE AT LEAST SEVEN DAYS PRIOR TO THE CLOSURE. LEVEL 3 COMMUNICATIONS 916-849-5892 WILCON 310-823-9125 4. THE CONTRACTOR SHALL BE RESPONSIBLE FOR MAINTAINING ACCESS TO ANY AND ALL RESIDENTIAL AND COMMERCIAL PROPERTIES LOCATED WITHIN THE CONSTRUCTION ZONE AND/OR ROAD CLOSURE DURING THE PROJECT 24 -HOURS A DAY 7 DAYS A WEEK. 5. WORK HOURS SHALL BE RESTRICTED TO THE PERIOD BETWEEN 8:30 AM AND 3:30 PM, MONDAY THROUGH FRIDAY, UNLESS APPROVED OTHERWISE. WHEN NIGHT WORK IS REQUIRED, THE WORK HOURS SHALL BE BETWEEN 9:00 PM AND 5:00 AM, SUNDAY THROUGH THURSDAY. 6. WORK HOURS SHALL BE RESTRICTED TO THE PERIOD BETWEEN 8=30 AM AND 330 PM, MONDAY THROUGH FRIDAY, UNLESS APPROVED OTHERWISE, WHEN NIGHT WORK IS REQUIRED, THE WORK HOURS SHALL BE BETWEEN 9:00 PM AND 5:00 AM, SUNDAY THROUGH THURSDAY. 7. THE EXACT LOCATION OF ALL TRAFFIC CONTROL DEVICES IS SUBJECT TO APPROVAL OF THE CITY ENGINEER. ADDITIONAL TRAFFIC CONTROL DEVICES OR MODIFICATIONS TO THE PLANS MAY BE REQUIRED BY THE CITY ENGINEER AT ANY TIME. 8. DURING CONSTRUCTION, ALL CONFLICTING TRAFFIC CONTROL DEVICES SHALL BE COVERED OR REMOVED. UPON COMPLETION OF CONSTRUCTION, ALL TEMPORARY TRAFFIC CONTROL DEVICES SHALL BE REMOVED AND THE ROADWAY RESTORED TO ORIGINAL CONDITION, 9. GLUE DOWN DELINEATORS WITH REFLECTIVE TAPE (WHITE FOR EDGELINE DELINEATION AND YELLOW FOR CENTERLINE DELINEATION) ARE REQUIRED IF THE TEMPORARY TRAFFIC CONTROL IS TO REMAIN IN PLACE OVERNIGHT. 10, CONTRACTOR SHALL POST WARNING SIGNS FOR PAVEMENT SURFACE DISRUPTIONS OF 1/2" OR GREATER. PAVEMENT DISRUPTIONS OF 1" OR GREATER SHALL HAVE A BEVELED EDGE OF FOUR (4) HORIZONTAL TO ONE (1) VERTICAL. 11. CONTRACTOR SHALL COMPLY WITH THE REQUIREMENTS OF THE AMERICAN DISABILITY ACT ACCESSIBILITY GUIDELINES AND WITH THE CALIFORNIA ACCESSIBILITY GUIDELINES AS RELATED TO PEDESTRIAN ACCESS AND SHALL MAINTAIN PEDESTRIAN ACCESS AT ALL TIMES PER ADA REQUIREMENTS. 12, ALL OPEN EXCAVATIONS WITHIN THE PUBLIC RIGHT-OF-WAY SHALL BE BACK-FILLED OR STEEL PLATED PER CITY STD. 1009 DURING NON -WORKING HOURS, "STEEL PLATES AHEAD" WARNING SIGNS SHALL BE POSTED IN ADVANCE OF STEEL PLATE BRIDGING. 13, ALL TRAFFIC LANES SHALL BE A MINIMUM OF 12' IN WIDTH, HAVE A MINIMUM OF 5 FEET OF CLEARANCE FROM OPEN EXCAVATIONS AND A MINIMUM OF 2 FEET FROM VERTICAL OBSTRUCTIONS. OPEN TRENCHES WITH LESS THAN FIVE FEET OF CLEARANCE SHALL BE PROTECTED BY K -RAIL BARRIERS/ TEMPORARY CRASH CUSHIONS INSTALLED PER CALTRANS STANDARDS, WITH EDGE LINE STRIPING APPLIED PER DETAIL 27B AT V OFF, 14, WHEN NECESSARY TO RESTRICT PARKING, CONTRACTOR SHALL POST SIGNS A MINIMUM OF 48 HOURS PRIOR TO THE COMMENCEMENT OF WORK. 15, THE CONTRACTOR SHALL BE RESPONSIBLE FOR INSPECTING AND MAINTAINING ALL WORK ZONE TRAFFIC CONTROL DEVICES 24 -HOURS PER DAY AND 7 DAYS A WEEK AND SHALL DESIGNATE A SINGLE POINT OF CONTACT RESPONSIBLE FOR THIS EFFORT. TRAFFIC CONTROL PLANS MUST INCLUDE: PROJECT BEGINNING AND ENDING DATES WORK HOURS DETOUR ROUTES (FOR ROAD CLOSURES) wM J z Li �U f7 J L, w Governments . zi: eNU T fqlwVy%ftf~ M DIAL TWO W©RKINc BEFORE, DAYS BEFORE YOU DIG YOU DIG TOLL FREE 1-840-227-2600 A PUBLIC SERVICE BY UNDERGROUND SERVICE ALERT RE V. SURVEY CONTROL DATA BASIS OF BEARINGS/COORDINATES HORIZONTAL DATUM: THE BASIS OF BEARINGS AND COORDINATES OF THIS PROJECT ARE THE SURVEY CONTROL POINTS SHOWN HEREON AS FOUND PER THE SCRRA RAIL CORRIDOR SURVEY CONTROL NETWORK MAP NO. 13 DATED 04/2015, THE HORIZONTAL DATUM ACCORDING TO MAP No. 13 IS NAD83 NSRS (2011), EPOCH 2010.00, THE BEARINGS ON THIS SURVEY ARE BASED ON CALIFORNIA COORDINATE SYSTEM 1983, ZONE 5 BETWEEN STATION L020 AND S018: I.E. NORTH 870 59'25" EAST A GPS RTK SURVEY WAS PERFORMED TO ESTABLISH ALL POSITIONS, WHICH WERE THEN SCALED TO GROUND COORDINATES BY USING THE INVERSE (1/CF) OF THE COMBINATION FACTOR OF 0.99993213 AS SHOWN ON MAP No, 13 FOR STATION L020. BASIS OF ELEVATIONS: VERTICAL DATUM: THE BASIS FOR THE ELEVATIONS OF THIS PROJECT IS NSTATION L020 AS FOUND PER THE SCRRA RAIL CORRIDOR SURVEY CONTROL NETWORK MAP NO, 13 DATED 04/2015. STATION L020 ELEVATION = 1257,33' N.A.V.D. 88 THE VERTICAL DATUM ACCORDING TO MAP No, 13 IS NAVD88. THE SCRRA MAP No. 13 STATES THAT ALL ELEVATIONS ARE DERIVED FROM GPS OCCUPATIONS AND FIXED ELLIPSOID HEIGHTS HELD AT THE 20 CORS STATIONS, AND THE USE OF THE HIGH RESOLUTION GEOID MODEL 12A AS PROVIDED BY THE NATIONAL GEODETIC SURVEY (NGS). NOTE= A CITY OF FONTANA BENCHMARK N0, 272 WAS RECOVERED BEING A "PK" NAIL IN TOP OF CURB AT THE BCR OF THE SOUTHEAST CURB RETURN OF JUNIPER AND VALENCIA AVENUES AND HAVING A NGVD-29 ELEVATION OF 1260.35. THIS IS AN APPROXIMATLY 2.2' LOWER DATUM. REVISION DESCRIPTION ISSUED FOR BID 08-31-2016 DATE I ENGR, I CITY I DATE SHOULD CONSTRUCTION OF THE REQUIRED IMPROVEMENTS NOT COMMENCE WITHIN TWO YEARS OF THE DATE OF APPROVAL SHOWN HEREON AND CARRIED FORTH IN A DILIGENT MANNER, THE CITY ENGINEER MAY REQUIRE REVISIONS TO THE PLANS TO BRING THEM INTO CONFORMANCE WITH STANDARDS IN EFFECT, PREPARED UNDER THE SUPERVISION OF: Date 0108ll� INDEX NO: G-04 CITY OF FONTANA, CALIFORNIA GRADE CROSSING PEDESTRIAN IMPROVEMENT PROJECT DRAWN BY: L, PALMER L, PALMER KEYVAN PIRBAZARI, P.E. I K. PIRDAZARI CITY OF FONTANA GENERAL NOTES DATE: SCALE- DATE - 07/0 8/16 CALE:DATE:07/08/16 DRAWING NO.. 'A/ 5445 1