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PROJECT NOTES <br />I. THE LOCATIONS OF ALL AERIAL AND UNDERGROUND UTILITY FACILITIES <br />MAY NOT BE INDICATED ON THESE PLANS. UNDERGROUND UTILITIES. <br />WHETHER SHOWN OR NOT, WILL BE LOCATED AND FLAGGED BY THE <br />UTILITIES UPON THE REQUEST OF THE CONTRACTOR. NO EXCAVATION <br />WILL BE PERMITTED IN THE AREA OF THE UNDERGROUND UTILITIES <br />UNTL ALL SUCH FACILITIES HAVE BEEN LOCATED AND IDENTIFIED TO <br />THE SATISFACTION OF ALL PARTIES. THE CONTRACTOR SHALL BE <br />RESPONSIBLE FOR PROTECTION OF ALL UNDERGROUND AND AERIAL <br />UTILITIES AND CONSTRUCTIONS. <br />2. UNLESS OTHERWISE AGREED TO IN WRITING IN ADVANCE OF THE <br />PROJECT CONSTRUCTION, THE DEPTH OF INSTALLED FACILITIES <br />SHALL BE. AT A MINIMUM, AS FOLLOWS <br />A. FORTY-TWO (42) INCHES IN SOIL. <br />B. FORTY-TWO (42) INCHES BELOW A PROJECTED SLOPE FROM THE <br />FLOW LINE OF A DITCH AT A THREE (3) HORIZONTAL AND ONE (1) <br />VERTICAL SLOPE. <br />C. FORTY-EIGHT (48) INCHES UNDER A ROADWAY MEASURED FROM <br />THE SURFACE OF SAID ROADWAY TO THE TOP OF THE <br />INSTALLATION. <br />D. FORTY-EIGHT (48) INCHES UNDER A STORM WATER OR CREEK <br />CHANNEL DESIGN FLOW UNE, AND <br />E. MAINTAIN A MINIMUM OF 24- OF VERTICAL & HORIZONTAL <br />SPACING FROM EXISTING UTILITIES. <br />3. ALL POTHOLES IN SIDEWALK PANELS WILL REQUIRE FULL PANEL <br />REPLACEMENT. <br />4. ANY CUT OR POTHOLE IN A CONCRETE STREET PANEL WILL REQUIRE <br />FULL PANEL REPLACEMENT OR CORE REPLACEMENT WITH AN <br />APPROVED EPDXY. <br />5 ANY CUT OR POTHOLE IN AN ASPHALT STREET LANE WILL REQUIRE SEAM <br />TO SEAM ASPHALT MILLING AND REPLACEMENT. <br />6. ALL WORK ZONE TRAFFIC CONTROL, INCLUDING PEDESTRIAN CONTROL <br />MEASURES, SHALL BE IN COMPLIANCE WITH THE MUTCD, LATEST EDITION, <br />AND ADA. <br />7. PULL STRING SHALL BE INSTALLED IN EACH AND EVERY NEW CONDUIT. <br />AERIAL FIBER INSTALLATION <br />1. INSTALUADJUST MESSENGER CABLE AND FIBER PER NESC AND UTILITY <br />POLE OWNER REQUIREMENTS. <br />2 FIELD VERIFY ALL NEWLY INSTALLED MESSENGER CABLE AND FIBER <br />CLEARANCES ARE CONSTRUCTED IN ACCORDANCE WITH NESC AND UTILITY <br />POLE OWNER REQUIREMENTS. <br />3. ALL ABANDONED BOLT HOLES ARE TO BE TREATED WITH WOOD PRESERVER <br />AND PLUGGED WITH SIMILAR MATERIALS PER OWNER REQUIREMENTS. <br />4 GROUNDING TO BE INSTALLED PER NESC REQUIREMENTS. <br />CITY OF GRAND ISLAND NOTES <br />1. CONDUIT SHALL NOT BE PLACED BETWEEN THE CRY'S TRAFFIC SIGNAL <br />CABINET AND CONNECTING TRAFFIC SIGNAL CONDUIT/POLES. CONDUIT <br />MUST BE OFFSET A MINIMUM OF 5' FROM THE BASE OF ANY TRAFFIC SIGNAL <br />CABINET. TRAFFIC SIGNAL POLE, OR TRAFFIC SIGNAL PULL BOX. <br />2. CONTRACTOR WILL BE REQUIRED TO OBTAIN A PERMIT TO WORK IN THE ROW <br />(INCLUDING A TRAFFIC CONTROL PLAN) BEFORE ANY PHYSICAL WORK IS TO <br />TAKE PLACE. <br />3. LOCATE FLAGS SHALL BE REMOVED AFTER THE' EXCAVATOR' HAS <br />DETERMINED THE WORK IS COMPLETE. <br />4 IF SIGNAL CONDUIT/WIRE HAS TO BE CROSSED THE NEW LINE SHALL BE A <br />MINIMUM OF 6' DEEP WHERE CROSSING AND THE EXISTING SIGNAL CONDUIT <br />SHALL BE POTHOLED AND VERFIED ONSITE PRIOR TO BORING. <br />5 STREETS DIVISION SHALL BE CONTACTED PRIOR TO WORK BEGINNING AT <br />308-385-5322. ANY KEYHOLE POTHOLING LOCATIONS IN THE ROADWAY <br />SHALL BE APPROVED BY THE STREETS DIVISION AND SHALL BE FILLED <br />WITHIN FIVE DAYS OF POTHOLING. <br />8. NO HANDHOLDS OR VAULTS SHALL BE PLACED IN THE FLOWLINE OR <br />SLOPED BANK OF DRAINAGE DITCHES. IF IT HAS TO BE PLACED ON SLOPED <br />BANK THE FINAL GRADE OF HANDHOLD OR VAULT LID SHALL MATCH THAT <br />OF THE SLOPED BANK. EROSION CONROL SHALL BE IN PLACE FOR ALL <br />OPEN EXCAVATIONS ADJACENT TO DRAINAGE DITCHES. ALL DRAINAGE <br />DITCH FLOWLINES MUST BE RESTORED BEFORE JOB IS DONE. <br />PROJECT NO <br />UPN: P041796 <br />SHEET NO <br />.1E0: 230296.19 <br />Dix 07 LIG-2023 <br />Amaem1; MM <br />Unite <br />JOIN PARACHUTE <br />3421 W CAPITAL AVE. <br />GRAND ISLAND, NE <br />Know WAalk WOW <br />CaII before your dig. <br />PRIOR TO CONSTRUCTION: <br />CALL 911 FOR LOCATION OF <br />UNDERGROUND TELEPHONE. <br />ELECTRIC. GAS MANS, CABLE <br />TELEVISION AND OTHER UTILITIES. <br />EXISTING UNDERGROUND MND <br />OVERHEAD UTLRES AND DRAINAGE <br />STRUCTURES HAVE BEEN PLOTTED <br />FROM AVALABLE INFORMATION AND <br />THEREFORE, THEIR LOCATIONS MUST <br />BE CONSIDERED APPROXIMATE ONLY. <br />ITB THE RESPONSIBLRY OF THE <br />INDIVIDUAL CONTRACTORS TO <br />EXACTLY LOCATE AND PROTECT EACH <br />DUSTING UTLRY BEFORE AND <br />DURING ACTUAL CONSTRUCTION. <br />JEO CONSULTING GROUP INC <br />1937 N. CMe9lU1 StrM <br />WMno, NE 88096 <br />1.8007238567 <br />JEO CO6O*9 Group. Ma. <br />Organ.. C.,1P06M M AWrartrs0on <br />Number CA -0069 <br />GENERAL NOTES <br />