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Last modified
11/13/2023 3:52:58 PM
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11/13/2023 3:52:01 PM
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202305978
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PROJECT NOTES <br />1. THE LOCATIONS OF ALL AERIAL AND UNDERGROUND UTILITY FACLTES <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 FACILITES HAVE BEEN LOCATED AND IDENTIFIED TO <br />THE SATISFACTION OF ALL PARTES. 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 6 HORIZONTAL <br />SPACING FROM EXISTING UTLMES. <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 <br />2 <br />3 <br />4 <br />INSTALUADJUST MESSENGER CABLE AND FIBER PER NESC AND UTILITY <br />POLE OWNER REQUIREMENTS. <br />FIELD VERIFY ALL NEWLY INSTALLED MESSENGER CABLE AND FIBER <br />CLEARANCES ARE CONSTRUCTED IN ACCORDANCE WITH NESC AND UTILITY <br />POLE OWNER REQUIREMENTS. <br />ALL ABANDONED BOLT HOLES ARE TO BE TREATED WITH WOOD PRESERVER <br />AND PLUGGED WITH SIMILAR MATERIALS PER OWNER REQUIREMENTS. <br />GROUNDING TO BE INSTALLED PER NESC REQUIREMENTS. <br />CITY OF GRAND ISLAND NOTES <br />1. CONDUIT SHALL NOT BE PLACED BETWEEN THE CITY'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 <br />ROW (INCLUDING A TRAFFIC CONTROL PLAN) BEFORE ANY PHYSICAL WORK <br />IS TO TAKE PLACE. <br />3. LOCATE FLAGS SHALL BE REMOVED AFTER THE "EXCAVATOR' HAS <br />DETERMINED THE WORK IS COMPLETE. <br />4. IF SIGNAL CONDUITM'IRE HAS TO BE CROSSED THE NEW LINE SHALL BE A <br />MINIMUM OF E DEEP WHERE CROSSING AND THE EXISTING SIGNAL CONDUIT <br />SHALL BE POTHOLED AND VERIFIED ON-SITE 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: PO -44129 <br />SHEET NO. <br />2 <br />JEO: 23132982B <br />Deb[ IV-NOV-2023 <br />13c/r, JO11 <br />Checked: MAE <br />Aaua5M' MAF <br />Unite <br />WHITE CAP <br />2910 W OLD HWY 30 <br />GRAND ISLAND, NE <br />Know wiles below. <br />Call before you dig <br />PRIOR TO CONSTRUCTION: <br />CALL e11 FOR LOCATION OF <br />UNDERGROUND TELEPHONE. <br />ELECTRIC. GAS MANS, CABLE <br />TELEVISION AND OTTER UTILITIES. <br />EXISTING UNDERGROUND AND <br />OVERHEAD UTLRES AND DRAINAGE <br />STRUCTURES HAVE BEEN PLOTTED <br />FROM AVALABLE INFORMATION AND <br />THEREFORE, TIED LOCATIONS MUST <br />BE CONSIDERED APPROXIMATE ONLY. <br />IT IS THE RESPONSIBLY OF 11E <br />INDIVIDUAL CONTRACTORS TO <br />EXACTLY LOCATE AND PROTECT EACH <br />EXISTING UTILITY BEFORE AND <br />DURING ACTUAL CONSTRUCTION. <br />JEO CONSULTING GROUP INC <br />1937 N. Chestnut Street <br />Wilco, NE 81010 <br />1.100.7230537 <br />JEO COrB8EI9 OMR. M0. <br />Oryentrwum C sheets dA58MNS m <br />Number CFO089 <br />GENERAL NOTES <br />
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