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EMNEW OFBORE <br />HI <br />FO <br />�L L�TIOHS OF UTUM <br />ARE �MO)UNATE AND <br />WSTBEVIERFIE BEFORE <br />CONSTRUCTION <br />PROPOSED I UMDEPTH <br />SUB.DUCTVh*THMUG4,G <br />DIRECTIONAL BORE OR <br />TRENCMG <br />PSN.M-NIAAY CORD 512 4" <br />EXI'ENBIVE LOCATES FOR <br />DEPTHS WILL BE ampipix <br />PRIOR TO CONSTRUCTION <br />MGHT.GF�WAY INFM&ATION <br />SI -CM IS APPRO)ONATE <br />U 1'=F.=fE <br />+ COUNTY CIS ISMTE. <br />P AND BASED ON AVAILABLE <br />CULVERT CROSSINGS <br />DIRECTION& BORE QUIRE A � OF <br />• <br />7 <br />C, Bzu�fOwutis <br />BORE RT 2 <br />ALL RMDHOLES ARE TO BE <br />RU�MOUNTM <br />ALL CONSTRUCTION <br />MED�ODS AND NATERI <br />WITHN F RAV SHALL <br />0 <br />CCAMY WSH THE "TEST <br />EDITIONS OF THE DESIGN <br />TA—, <br />SPECIFICATIONS FOR ROAD <br />THE STANDARD <br />-CTMlk <br />(3) DIRE AM BRIDGE CONSTRUCTION <br />ENiI"'H13mokcr <br />ACCOMMODATION MANUAL <br />NAsIl. <br />No. 56545 N <br />OF <br />S�S <br />DESIGN STANDARDS USED: <br />PR 18 2018 <br />IV-Elffn; <br />TOWER CLOUD FIBER DESIGN <br />Z—R9 <br />........... <br />KC1 <br />TOWER CLOUD <br />OF SB <br />TrICILNOLOGIES <br />BUROV78. PARIS, W. <br />