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5 <br />4, <br />V <br />4 <br />y <br />0 <br />PROJECT NOTES <br />1. 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 />UNTIL 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 FACIUTIES <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 LINE, AND <br />E. MAINTAIN A MINIMUM OF 24' OF VERTICAL 8 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 />CITY OF GRAND ISLAND NOTES <br />1. CONDUIT SHALL NOT BE PLACED BETWEEN THE CITYS TRAFFIC SIGNAL <br />CABINET AND CONNECTING TRAFFIC SIGNAL CONDUIT/POLES. CONDUIT <br />MUST BE OFFSET A MINIMUM OF 5' FROM THE RASE 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 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 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 />6. MAINTAIN 3' OF HORIZONTAL SEPARATION IF PARALLELING WATER MAINS. <br />MAINTAIN 1' OF VERTICAL SEPARATION AT WATER MAIN CROSSINGS. 3' <br />HORIZONTAL SEPARATION MUST BE MAINTAINED BETWEEN EDGE OF PULL <br />BOX 8 WATER MAIN. CONTACT UTILITIES DEPARTMENT REPRESENTATIVE <br />WHEN ON SITE TO VERIFY SEPARATION (308-385-5463). <br />7. NO HANDHOLDS OR VAULTS SHALL BE PLACED IN THE FLOWLINE OR <br />SLOPED BANK OF DRAINAGE DITCHES. IF IT HAS 70 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 />SHEET NO. <br />SEGRA P0.53798 <br />2 <br />JEO 230296.75 <br />Dale : 25-FEB-2025 <br />Dawn'. <br />Chocked <br />Anmoved' <br />ON <br />IMF <br />MAF <br />SEGRA <br />S LOCUST ST & W ANNA ST <br />ROAD MOVE <br />S ELM ST TO S VINE ST <br />GRAND ISLAND, NE <br />Know what's below. <br />Call before you dig. <br />PRIOR TO CONSTRUCTION: <br />CALL 811 FOR LOCATION OF <br />UNDERGROUND TELEPHONE. <br />ELECTRIC, GAS MAINS, CABLE <br />TELEVISION AND OTHER UTILITIES. <br />EXISTING UNDERGROUND AND <br />OVERHEAD UTILITIES AND DRAINAGE <br />STRUCTURES HAVE BEEN PLOTTED <br />FROM AVAILABLE INFORMATION MD <br />THEREFORE. THEIR LOCATIONS MUST <br />BE CONSIDERED APPROXIMATE ONLY. <br />IT IS THE RESPONSIBILITY OF THE <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. Cneatnul Saeel <br />Wabao. NE 68088 <br />1.800 723 8587 <br />JEO Con0Wlvq Group, Inc. <br />O,9erczabon CeMrab of AuBaelza9on <br />Number: CA-0069 <br />GENERAL NOTES <br />