Laserfiche WebLink
C' <br />0 <br />w <br />C <br />Cv <br />• <br />See Previous Note Sheet 6 <br />2 1.25" B <br />Pull Box 4 - New Segra Pull Box <br />Splice 144 SM to 24 SM <br />1 Ea. Segra Pull Box <br />1 Ea. Splice Enclosure <br />80' of 24 SM Coil <br />70' of 1.25" B, 24 SM, TW <br />From Pull Box 4 to Buildin. Entry Point 1 <br />Building Entry Point 1 <br />100' of 24 SM (Coil) <br />1212 Johnstown Rd <br />MATCH LINE SHEET 8 I <br />Note: Streets Division shall be contacted prior to work <br />beginning at 308-385-5322. Any keyhole potholing <br />locations in the roadway shall be approved by the <br />Streets Division and shall be filled within 5 days of <br />otholin <br />Maintain 3' of horizontal separation if paralleing water mains. <br />Maintain 1' of vertical separation at water main crossings. Tr <br />PROJECT NO. <br />SHEET NO. <br />SEGRA: P05983e <br />JEO: 251901.10 <br />Date: 22-JAN-2026 <br />Drawn: BRB <br />Checked: JDH <br />Approved: MAF <br />SEGRA <br />DIAMOND PLASTICS CORP <br />1212 JOHNSTOWN RD <br />GRAND ISLAND, NE <br />0 25 50 <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 AND <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. Chestnut Street <br />Wahoo, NE 68066 <br />1,800,723.8567 <br />JEO Consulting Group, Inc. <br />Organization CeNBcate of Autho,zadon <br />NumEer: CA-0069 <br />FIBER DESIGN <br />