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Pull Bac ' 1 Apprax 4 North of EOP d 13' East 01 BOC <br />9 „100 Pull Box <br />80' of 24 SM (Cap <br />T <br />106'of2'6.24 SM. TW <br />From Pull Box 1-1 to Bulgh• Entrance <br />64' of 2' B. 24 SM, TW <br />From UPN Pull Box A to Pull Box 1 1 <br />UPN PJ113o5 A <br />80' O120 SM Cal <br />outs Around Utility Po <br />NATE: <br />MAINTAIN 3' OF (HORIZONTAL SEPARATION F PARALLELING WATER MAINS. <br />MAINTAIN 1' OF VERTICAL SEPARATION AT WATER MAIN CROSSINGS <br />PROJECT NO. <br />017-0078 <br />SHEET N0 <br />F1 <br />Data 0 1911024 <br />Roz. Sub l 50 <br />Drawn TMR <br />Clrc44d 575 <br />Appmw0. GIS <br />PROJECTBLC'18 <br />GRANO 15tANO PUBLIC SCHOOLS <br />ELM STREET d ANNE STREET <br />644 S. LOCUST STREET <br />olsson <br />OLSSON • CPA F14.0311,40 <br />Unite <br />/IMO( IRTWORIO <br />MUM= 1•141.1-30641 <br />`.. tMN. <br />BYYYIprod, <br />PRIOR TO CONSTRUCTION: <br />GALL 811 FOR LOCATION OF <br />UNDERGROUND TELEPHONE, <br />ELECTRIC. GAS MAINS, CABLE <br />TELEVISION AND OTHER UTILITIES. <br />EXISTING UNDERGROUND AND <br />OVERHEAD IJOLRES AND <br />DRAINAGE STRUCTURES HAVE <br />BEEN PLOTTED FROM <br />AVAILABLE INFORMATION AND <br />THEREFORE, THEIR LOCATIONS <br />MUST BE CONSIDERED <br />APPROXIMATE ONLY. R 6 THE <br />RESPONSIBILITY 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 ELAND STANDARD <br />CONSTRUCTION SPECIFICATIONS <br />AND STANDARD PWS. <br />FIBER DESIGN <br />