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DIRECTION OF ENGINEERING <br />L''''LT I <br />E� I <br />BP DO• E I <br />w <br />80'-40'..____ -t <br />ES EOP <br />PARKING <br />EOP <br />�OP <br />1 <br />DIRECTIONAL BORE 3-1.25" SDR -11/'19-435'_ <br />PLACE VIAERO FIBER/'19-435' <br />5' <br />. -�----+R/W R/W R/W R/W <br />CD <br />+ <br />H) ECP <br />R/W <br />EOP <br />EOP E0P E <br />37+00 GOLD CORE DR 38+00 <br />8/W <br />39+00 <br />0 <br />STA. 40+35 <br />-PROPOSED BORE PIT PLO <br />RESTORE TO CITY SPECIFICATIONS <br />-/W -R/W i R/•C <br />EOP EOP EOP EOP <br />p/W _—_#/W -- <br />tot <br />DIRECTION OF ENGINEERING <br />PARKING <br />W 3--1.25" SDR -11/19-125' <br />62 <br />.ACE VIAERO FIBER/'19-125'^ <br />W <br />IS <br />L5 <br />R/W R/W <br />X 001 GOLD CORE DR 43+00 <br />w 840'_-._ <br />o <br />O <br />R - — <br />CC <br />CC <br />N <br />608 <br />0P <br />R/W <br />EOP <br />PI, <br />r �- <br />T 15 0 <br />rr w <br />EOP1 1 <br />N <br />42 X <br />40' 80 <br />EDP ----- Ed 00 <br />+ <br />R/W <br />1r <br />11/W R <br />008 COP <br />40+00 41+00 <br />✓ F- -r— <br />LOP FOP 00/ <br />00 <br />EOPI <br />0OP EOP <br />R/W R/W RM R/58 R/W 8/5 R/W R/w <br />$ PARKING <br />PLOW 3-1.25" SDR -11/'19-165'_ <br />PLACE VIAERO FIBER/'19-165' <br />STA. 46+50 <br />PROPOSED BORE PIT - <br />RESTORE TO CITY SPECIFICATIONS <br />RECTIONAL BORE 3-1.25" SDR -11/"19-325' <br />PLACE VIAERO FIBER/'19-325'7 <br />R/11 R/W 5 R/W —_L—R/ <br />SEW . FOP <br />00 EOP <br />44+00 <br />45+00 <br />EOP EOP <br />- 8/8 R/W 8/8 --f R/W R/W <br />STA. 43+25 <br />PROPOSED VIAERO SP HH <br />30"X48"X24"/20K <br />PLACE VIAERO FIBER -75' SLACK <br />PLACE VIAERO FIBER -75' SLACK <br />RESTORE TO CITY SPECIFICATIONS <br />MATERIAL LIST <br />UNIT <br />UNIT DESCRIPTION <br />ESTIMATED <br />ACTUAL <br />- <br />VIAERO (3)-1.25"SDR-11 <br />1050 <br />- <br />VIAERO FIBER <br />1200 <br />- <br />VIAERO 30' X48"%24"/20K SP HH <br />1200' <br />R/0 <br />FOP <br />R W R/W <br />LABOR LIST <br />UNIT <br />UNIT DESCRIPTION <br />ESTIMATED <br />ACTUAL <br />- <br />DIRECTIONAL BORE (3) 1.25" SDR -11 <br />780' <br />- <br />PLOW (3) - 1.25" SDR -11 <br />290' <br />PLACE VIAERO FIBER <br />1200' <br />- <br />PLACE VIAERO 30"X48"024"120K SP HH <br />1 <br />SCALD 1^m5O <br />LEGEND <br />v STREET SIGN <br />FIRE HYDRANT <br />WATER METER <br />• UTIUTY VALVE <br />O UTILITY POLE <br />© UTILITY MANH011 <br />)1 ELECTRICAL HH - TRAFFIC HH <br />m TELEPHONE PED - CROSS 800 <br />® PROPOSED VIAERO MANHOLE <br />o PROPOSED VIAERO HANDHOLE <br />0 TREE <br />J STORM INLET <br />LINETYPES <br />--- CONDOIT-ROT IK CWIRACT <br />-- <br />001040-0170101 / PEON) <br />•— 0701RT-D.EcroRA BPF <br />+h— R011-W-YAY <br />-w EDGE OF ASPHAEi <br />GAS-D451N4 <br />PIPPIRPND EIECNIC-00511W <br />511:1111 <br />188 YN8E5 051DI <br />51PW <br />+- R-iNSINC <br />SMEARY SEINER-D151NC <br />STEW-DDS1RC <br />RABER-EXSIINC <br />0.1:60 sr D LONG <br />VIAERO <br />Fiber Networks, LLC <br />12211 PRAY 001-070L141-1112 <br />fw1 4885, CO 0. GMIIAD588 <br />to 5 65,56 <br />81 <br />14. <br />GRAND ISLAND NEBRASKA <br />CITY OF GRANO ISLAND <br />PROJECT LAYOUT <br />Ota oolorooto <br />IttM 03/22/2416 <br />11 <br />file SE 11 CP 16 <br />EtTg06T0g <br />