Utility Accomodation WA ST Dept of Ecology

GENERAL NOTES: LEGEND UTILITIES SHALL NOT BE ATTACHED ABOVE THE BRIDGE DECK NOR ATTACHED TO RAILING — — CENTERLINE OR RAIL POSTS NO TEMPORARY OR PERMANENT CUTTING,DEMOLITION OF, ATTACHMENT TO,OR DRILLING INTO ANY PART OF THE EXISTING BRIDGE STRUCTURE IS —'''TT— DOT RIGHT-OF-WAY PERMITTED,EXCEPT AS INDICATED IN THESE DRAWINGS I1,1III III RAILROAD WELDING ACROSS MAIN MEMBERS WILL NOT BE PERMITTED ALL WELDING MUST BE APPROVED —— —— EDGE OF WATER DRILLING THROUGH REINFORCED STEEL IS NOT PERMITTED.IF STEEL IS HIT WHEN BRIDGE GIRDER DRILLING,THE ANCHORAGE LOCATION MUST BE MOVED A MINIMUM OF(3)HOLE DIAMETERS AWAY AND THE ABANDONED HOLE FILLED WITH NONSHRINK GROUT BRIDGE PIER CONFORMING TO THE REQUIREMENTS OF SECTION 9-20 3(2)AND PLACEMENT SHALL BE AS REQUIRED IN SECTION 6-023(20)OF THE WSDOT STANDARD SPECIFICATIONS FOR ROAD, A WATER LINE BRIDGE,AND MUNICIPAL CONSTRUCTION,2020 EDITION PIPE SUPPORT ANCHORAGES TO THE BRIDGE STRUCTURE HAVE BEEN DESIGNED ABBREVIATIONS ACCORDING TO THE REQUIREMENTS OF THE WSDOT BRIDGE DESIGN MANUAL (M23-50 19)ANCHORAGES HAVE BEEN DESIGNED TO SAFELY SUPPORT DEAD LOADS AVE AVENUE (INCLUDING WATER)AND SEISMIC LOADS FOR THE UTLITY,AS WELL AS AN UPPER-END ESTIMATE OF FORCES RESULTING FROM DYNAMIC TRANSIENT PRESSURE SURGES IN THE DIP DUCTILE IRON PIPE WATER MAIN DOT DEPARTMENT OF TRANSPORTATION THE DESIGN ALSO INCLUDES A FLEXIBLE IOINT THAT ELIMINATES LONGITUDINAL AND TRANSVERSE LOADING ON THE WATER MAIN DUE TO DIFFERENTIAL MOVEMENT BETWEEN PL PLATE THE BRIDGE SUPERSTRUCTURE AND BRIDGE PIER ROW,R/W RIGHT-OF-WAY THE DESIGN SHOWN IN THESE DRAWINGS IS THE REPAIR OF AN EXISTINGCONDITION THE LOADS IMPARTED TO THE EXISTING BRIDGE STRUCTURE BY THE UTILITY ANCHORAGES ARE WS WASHINGTON STATE VIRTUALLY THE SAME AS THE LOADS THAT CURRENTLY EXIST,IF NOT LESS BECAUSE OF THE FLEXIBLE JOINT THAT IS BEING ADDED POST-INSTALLED CONCRETE ANCHORS POST-INSTALLED CONCRETE ANCHORS SHALL BE SIMPSON SET XP OR APPROVED EQUAL ANCHOR INSTALLATION SHALL BE IN ACCORDANCE WITH THE PROCEDURES AND REQUIREMENTS SPECIFIED IN ICC-ES REPORT ESR-2508 NO CORE-DRILLING OF EXISTING CONCRETE IS PERMITTED ONLY PERCUSSIVE(HAMMER)DRIW NG IS PERMITTED IF REINFORCING STEEL IS ENCOUNTERED DURING DRILLING,THE HOLE MUST BE ABANDONED AND THE ANCHOR MUST BE RELOCATED AT LEAST(3)HOLE DIAMETERS AWAY FROM THE ABANDONED HOLE LOCATION ALL ABANDONED HOLES MUST BE FILLED WITH NON-SHRINK GROUT(SEE GENERAL NOTES ABOVE) EPDXY ANCHORS MUST BE ALLOWED TO FULLY CURE PRIOR TO LOADING THE ANCHORS SEE ICC-ES EVALUATION REPORT OR INSTALLATION INSTRUCTIONS FOR SPECIFIC INFORMATION ON CURE TIMES STANDARD CURE TIME FOR SIMPSON SETXP ADHESIVE ANCHOR IS 24 HOURS WHEN THE TEMPERATURE EXCEEDS 70°FAHRENHEIT WATER SYSTEM CONSTRUCTION NOTES ALL WORK AND MATERIALS MUST CONFORM TO CITY OF EVERETT STANDARDS A PRE-CONSTRUCTION MEETING SHALL BE HELD WITH THE CXV PRIOR TO THE START OF CONSTRUCTION.THE CITY OF EVERETT PUBLIC WORKS CONSTRUCTION DIVISION MUST BE NOTIFIED AT LEAST 24 HOURS PRIOR TO COMMENCEMENT OF CONSTRUCTION • NO CONNECTION TO THE EXISTING MAINS WILL BE ALLOWED EXCEPT BY MEANS OF AN APPROVED BACKFLOW PREVENTION DEVICE PRIOR TO SATISFACTORY FLUSHING,TESTING, DISINFECTION,AND RECEIPT OF SATISFACTORY BACTERIOLOGICALTEST RESULTS CONNECTIONS TO AND TAPS ON EXISTING MAINS WILL BE MADE BY THE PUBLIC WORKS `3 DEPARTMENT AT THE DEVELOPER'S EXPENSE THE PUBLIC WORKS DEPARTMENT SHALL BE g$ GIVEN AT LEAST 5 BUSINESS OATS NOTICE FOR EACH CONNECTION THE PUBLIC WORKS i s DEPARTMENT SHALL THEREAFTER DETERMINE THE DATE AND TIME AT WHICH THE B CONNECTION SHALL BE MADE. • THE CONTRACTOR SHALL NOTIFY THE PROPUBLIC WORKS CONSTRUCTION ON A NPERSON WHO CAN BE CONTACTED REGARDING PROBLEMS DURING CONSTRUCTION ON A 24 HOUR BASIS MAINTAIN A MINIMUM OF SD FEET HORIZONTAL AND 18 INCHES VERTICAL SEPARATION ▪ BETWEEN POTABLE AND NON-POTABLE CONVEYANCE SYSTEMS s z ALL CITY OF EVERETT VALVES SHALL BE OPERATED BY PUBLIC WORKS DEPARTMENT g E PERSONNEL ONLY ALL VALVES,NEW AND EXISTING,SHALL HE ACCESSIBLE AT ALL TIMES THERE SHALL BE A MINIMUM OF 3 INCHES(80 MILLIMETERS)EDGE DISTANCE TO THE -pp- CENTER LINE OF BOLT HOLES IN CONCRETE $E 4▪i �s g ISSUED FOR CONSTRUCTION BED EVERETT WATER MAIN REPAIR AT C-CIVIL C2 Rc' V. PUBLIC WORKS SR-5 BRIDGE 645W _ • NO DATE APRVD REVISION D.r`""'"'d 32W Cedarstreet = PLANS ISSUED FOR Re ,_ WORK ORDER 2020-0858 GENERAL NOTES&LEGEND 2 BID CONSi RECORD FINAL Everett Mt 0<3 ▪ ACTION DATE APRVD ACTION DATE APRVD ACTION DATE APRVD m�.e/28(80 °L�Y2 s2525)89°0 eyerettyeo Boy YSI.7P