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CL DIERS AVE, 4 tg W_ OVERSET A NEW PED-1911 N DIERS AVE OVER EXISTING 96CT FIBER SEE SHEET 5 FOR INTERNAL LEAVE 50' LOOP ABANDON HH_3566WSS WILL NEED TO REMOVE AND PLACE NEW HH_3566WSS WEST 20' AND NORTH 10' AND PLACE OVER EXISTING FIBER LOCATION. THE 72 CT FIBER FEEDING THIS HH WILL NEED TO BE DUG AND EXPOSED SO IT CAN BE SWUNG NORTH TO THE NEW HH LOCATION. .-P-4 PLACE NEW HH_3566WSS OVER EXISTING FIBER LOCATION PED_AOMYZ *.P-6 HH_3566WSS 193' 100' 62' *P-9 200' IN NDOT ROW US HWY 281 **S-5 HAND DIG 23' OF MICRODUCT AND PULL EXCISTING 72MF FROM OLD HH LOCATION TO NEW HH_3566WSS LOCATION **S-8 BORE 200' OF 7WAY AND JET 96MF FROM HH-1911 N DIERS AVE TO PED-1911 N DIERS AVE NOTE: BORE DEEP ENOUGH UNDER STATE STREET TO AVOID STORM SEWER CONFLICT. PLACE NEW HH-1911 N DIERS AVE LEAVE 100' LOOP FOR BOTH 72MF & 96MF OLD HH LOCATION *P-4 ABANDON HH_3566WSS O1-CD co c) 7 STATE ST OP- 1'i T\414): - •P-7 )c PED_AOMYY CONTINUED **S-2 BORE 830' OF 7WAY AND JET 1-72MF & 1-96MF FROM HH-3620 STATE ST TO HH-1911 N DIERS AVE NOTE: BORE DEEP ENOUGH UNDER STATE STREET TO AVOID STORM SEWER CONFLICT. US HWY 281 193' IN NDOT ROW **5-10■ )( )F— X--14-44 ""CL- STATE ST **5-10 BORE 870' OF 7WAY AND JET 1-72MF FROM HH-1911 N DIERS AVE TO HH-3333 STATE ST NOTE: BORE DEEP ENOUGH UNDER STATE STREET TO AVOID STORM SEWER CONFLICT. "P-4 (M.1600.0067204.C.50 - PLCF) DIG & EXPOSE EXIST FACILITY qty: 3.00 **S-5 (M.1600.0067204.C.50 - PLCF) HAND DIG FACILITY 36in CVR qty: 23.00 MICRODUCT SINGLE 12mm qty: 28.00 (M.1600.0067204.C.51 - PLUF) FIBER PL IN CONDUIT qty: 28.00 **P-6 (M.1600.0067204.C.50 - PLCF) DIG & EXPOSE EXIST FACILITY qty: 3.00 HH 30x48x36 SPLIT LID 2 qty: 1.00 HH 30x48x36in qty: 1.00 GROUND ROD 5/8in-8ft qty: 1.00 **P-7 (M.1600.0067204.C.50 - PLCF) HH 30x48x36 SPLIT LID 2 qty: 1.00 HH 30x48x36in qty: 1.00 GROUND ROD 5/8in-8ft qty: 1.00 **S-8 (M.1600.0067204.C.50 - PLCF) BORE <= 2.5in CABLE-HDPE qty: 200.00 INRDCT FUT PATH 7 WAY 10mm UG qty: 210.00 (M.1600.0067204.C.51 - PLUF) FIB 96 MICRO LT qty: 280.00 FIBER PL IN CONDUIT qty: 280.00 ..P-9 (M.1600.0067204.C.50 - PLCF) DIG & EXPOSE EXIST FACILITY qty: 4.50 PED 14in INTEGRAL STAKE qty: 1.00 PEDESTAL - MEDIUM 14-24in qty: 1.00 GROUND ROD 5/8in-8ft qty1.00 **S-10 (M.1600.0067204.C.50 - PLCF) BORE <= 2.5in CABLE-HDPE qty: 870.00 INRDCT FUT PATH 7 WAY 10mm UG qty: 880.00 (M.1600.0067204.C.51 - PLUF) FIB 96 MICRO LT qty: 980.00 FIBER PL IN CONDUIT qty: 880.00 LUMEN' JOB LOCATION: STATE ST & WENNINGHOFF RD OMAHA, NE 68122 FW PROJECT CONTRACT ENGINEER CONSTRUCTION COORDINATOR M.1600.0067204 NAME: ADITYA SUMAN NAME: NATHAN A NELSON PHONE: 308-660-5437 WFMT PROJECT ENGINEERING CONTACT SPLICING COORDINATOR N/A NAME: NATHAN A NELSON NAME: NATHAN A NELSON PHONE: 308-660-5437 PHONE: 308-660-5437 DESC: N/A EXCEPT AS NAY BE OTHERWISE PROVIDED 85 CONTRACT. THESE DRAWINGS AND SPECIFICATIONS SHALL REMAIN THE PROPERTY OF EUMEN BEING ISSUED IN STRICT CONFIDENCE AND SHALL NOT BE REPRODUCED. COPIED. 0R USED FOR ANY PURPOSE WITHOUT SPECIFIC WRITTEN PERMISSION. ISSUE: REM KEY: N/A PEARCE CBRE ECD. WC CLLI: SECTION: GDISNENWIDATE: 06/01/2026 S12 EXCH KEY: N/A TOWNSHIP: T11N SCALE: 1-50 RANGE: R10W SHEET: 4 OF 7 CD V 0 • .�1 (X) 1