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MATCHLINE — SEE SHEET 02 <br />0 <br />-C/L: <br />-EOP `12 CIL- <br />-EOPm <br />{OP <br />-CIL <br />-E0 <br />RW <br />BTA 14.93 <br />O U O ;6,16 <br />I C <br />90.1T <br />IU27' -i <br />24 -++ <br />3' <br />1 N 14+00 <br />-4 <br />0 <br />CC <br />0Ir <br />} <br />BORE & PLACE 2" INNERDUCT @ MIN 48" <br />DEPTH PULL 48 WS FOC & TRACEWIRE WITHIN <br />FOR MEASUREMENT REFER TO SHEET NO.01 <br />BF0481 <br />TBD, 1-2 <br />X D. 3-48 <br />NOTE:- PLACE TRACER WIRE <br />WITH THE ARMOR FIBER <br />A -0O a 73 <br />T. o <br />� <br />NOTE:CROSS THE <br />RING RD et 60" DEPTH <br />NOTE:CROSS THE CULVERT @ MIN 72" DEPTH <br />BELOW FLOW LINE. ADDITIONAL 10' IS TO <br />MAINTAIN THE BORE DEPTH BELOW CULVERT <br />UNIT SUMMARY <br />BM53F I 2 <br />BM73F 16 <br />DSFA P <br />PRAIRIEVIEW ST <br />ASPHALT'S <br />VIE <br />PRA1ASPHA W <br />O <br />UJ <br />W <br />W <br />en <br />W <br />(n <br />ST GI\- 1 <br />w <br />z <br />O <br />PRAIRIEVIEW ST_ _ _ - - <br />SECTION LINE <br />HALL COUNTY <br />SECTION 25 <br />T -11N B -40W <br />CULVERT <br />CULVERT <br />a: <br />CUT AND RESTORE <br />4'X4' OF CONCRETE <br />BM73F-16 <br />NALL COIIIRY <br />SECTION SI <br />T -11N WNW <br />rl <br />ADDRESS:- 3533 PRAIRIEVIEW ST GRAND ISLAND, NE, 68803 <br />HALL COUNTY <br />PERMIT REQUIRED- NEDOT,CITY,COUNTY <br />LOCATE ALL FACILITIES PRIOR TO DIGGING <br />NE - NEBRASKA ONE CALL - 811 OR 800-331-5666 SCALE 1:50 <br />windstream <br />communications <br />ENGINEER. <br />JOE BARRETT <br />FIELD ENGINEER: PEARCE SERVICES <br />JOSHUA KELLY <br />DRAWN BY. PEARCE SERVICES <br />HARSHIT VERMA <br />PROJECT: 74942200100000 <br />PROJECT TITLE:- 22SB264058 <br />EXCHANGE: GDISNEBV <br />SHEET:03 OF 05 <br />DATE: 03/0412022 <br />PEARCE <br />-4SERV ICES <br />O 999 2o3 <br />