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1,310' M 2' T. 288 SM, TW <br />Ins,a1148' Below Fisting Grade <br />From Pull Box 4-1 to Beginning of Bore <br />1 Ea. UPN PW Bac <br />80' o1288 SM Cd <br />NOTE: <br />CONTRACTOR TO VERIFY AND INSTALL ALL INFRASTRUCTURE IN DOT/CRY/COUNTY RIGHT-OF-WAY. <br />MAINTAIN 3' OF HORIZONTAL SEPARATION IF PARALLELING WATER MAINS. <br />MAINTAIN 1' OF VERTICAL SEPARATION AT WATER MAIN CROSSINGS. <br />MATCH LINE SHEET F.5 <br />PROJECT NO. <br />SHEET NO. <br />017-0078 <br />F.4 <br />Data. 24\28'284 <br />Mors. Scale 1 : S2 <br />Drawn TAR <br />Chocwo' STS <br />Apzoretl: GTS <br />PROJECT: 40308 <br />GRAND ISLAND UBUC SCHOOLS <br />NORTH SHADY BEND ROAD 8UILD <br />olsson <br />Unite <br />25 50 <br />=Nam 111111111111111 <br />ir1/NyML <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 <br />DRAINAGE STRUCTURES HAVE <br />BEEN PLOTTED FROM <br />AVAILABLE INFOHMAIION AND <br />THEREFORE, THEIR LOCATIONS <br />MUST BE CONSIDERED <br />APPROXIMATE ONLY. R IS THE <br />RESPONSIBIUTY OF THE <br />INDIVIDUAL CONTRACTORS TO <br />EXACTLY LOCATE AND PROTECT <br />EACH EXISTING UTILITY BEFORE <br />AND DURING ACTUAL <br />CONSTRUCTION. <br />CONSTRUCTION SHALL MEET CITY <br />OF GRAND ISLAND STANDARD <br />CONSTRUCTION SPECIFICATIONS <br />AND STANDARD PLANS. <br />FIBER DESIGN <br />