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202009445
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Last modified
12/2/2020 11:54:28 AM
Creation date
12/2/2020 11:52:35 AM
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202009445
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DIRECTION OF ENGINEERING <br />R/w <br />8 <br />R/W R/W R/W R/W R/W R/W <br />R/W <br />R/W <br />EO LOP EOP EOP ESP EOP 500 COP EOP <br />LOCUST STREET NOTE: BEGIN HALL COUNTY RIGHT-OF-WAY <br />EOP EOP EOP COP 500 COP EOP <br />MEDIAN <br />32' E0P- 61=00 EOP 62+00 —EOP 63+00 _Epp 64+00 Op 65+00 <br />25' <br />55' <br />LOCUST STREET <br />COP EOP <br />R/W R W <br />PLOW (3) 1.25" SDR -11 - 670' _ <br />PLACE VIAERO FIBER - 670' <br />CP <br />R/W R/W <br />MATERIAL LIST <br />UNIT <br />UNIT DESCRIPTION <br />ESTIMATED <br />ACTUAL <br />FT <br />VIAERO (3) - 1.25" SDR -11 <br />1205 <br />FT <br />VIAERO FIBER <br />1205 <br />MEDIAN <br />66+00 67+00 <br />1 I <br />EOP I EOP CQP / <br />20� / <br />11 55' m'='m T""..�, n/W{ R/W I <br />Jm�". n.., 72 yJ <br />20' R/W R 'M' R/W 0/0 <br />' 43 - <br />STA. 66+65 43' HALL COUNTY RICHT-OF-WAY - <br />PROPOSED BORE PIT <br />® (RESTORE TO CITY SPECIFICATIONS) <br />® DIRECTIONAL BORE (3) 1.25" SDR -11 - 120' _ <br />PLACE VIAERO FIBER - 120' <br />R/W <br />STA. 71+55 <br />PROPOSED BORE PIT - <br />(RESTORE TO CITY SPECIFICATIONS) <br />R/W - R/W R/W R/W <br />STA. 70+40 <br />PROPOSED BORE PIT - <br />(RESTORE TO CITY SPECIFICATIONS) <br />EOP EOP <br />ECP <br />MEDIAN <br />68+00 Epp_69+00 _Epp 70+00 <br />LOCUST STREET <br />EOP <br />- 27'� LOCUSTESTREET <br />E�_ <br />" 20 �mm <br />STA. 67+65 <br />PROPOSED BORE PIT - <br />(RESTORE TO CITY SPECIFICATIONS) <br />LABOR LIST <br />UNIT <br />UNIT DESCRIPTION <br />ESTIMATED <br />ACTUAL <br />FT <br />DIRECTIONAL BORE (3)1.25" SDR -11 <br />235 <br />FT <br />PLOW (3)1.25" SDR -11 <br />970 <br />FT <br />PLACE VIAERO FIBER <br />1205 <br />PLOW (3) 1.25" SDR -11 - 255' <br />PLACE VIAERO FIBER - 255' <br />[OP <br />EOP <br />EOP <br />ECP <br />/‘MEDIAN <br />71 i0 -32''2 <br />CP EOP <br />R/W <br />EOP <br />20' <br />27' - <br />DIRECTIONAL BORE (3) 1.25" SDR -11 - 115' _ <br />PLACE VIAERO FIBER - 115' <br />R/W <br />EOP- <br />7' <br />PLOW (3) 1.25" SDR -11 - 45' <br />- <br />PLACE VIAERO FIBER - 45' <br />MATCHLINE SURVEY STA. 72+00 <br />all <br />SCN F: 1'=100' <br />LEGEND <br />- STREET SIGN <br />L FIRE HYDRANT <br />O WATER METER <br />8 UTILITY VALVE <br />O UTIUTY POLE <br />OQ UTIUTY MANHOLE <br />D UTILITY HANDHOLE <br />B7 ELECTRICAL/UTILITY CABINET <br />07 TELEPHONE PED - CROSS BOX <br />an PROPOSED VIAERO MANHOLE <br />PROPOSED VIAERO HANDHOLE <br />El STORM INLET <br />• STORM GRATE <br />CULVERT <br />TREE <br />• OJT -RESTORE <br />LINETYPES <br />cO M-PERMT1EB Br OINERS <br />OOOhT-(d1ECTOML BORE) <br />COCUT-(PLM) <br />0001- -(TRENCH) <br />9Mr-0E-Mr <br />EDEE OF ASPHALT <br />ENE at- W1 <br />FOGS orWAD( <br />FENrE-DRi11NO <br />wan RWL-DK11.6 <br />RIlbU6CosliNG <br />GAS-DETI1G <br />U 00060-O ELEC91160 C-EIDS7RIG <br />BORN <br />100 NE-DRSTNG <br />SORA £1-5*NG <br />SPWARY SEM-DISING <br />57[09-EASIMG <br />IMTER-EX511110 <br />SOLOING <br />NM Re 130/3 <br />0.0.11,11 <br />VI RO <br />Fiber Networks, LLC <br />1n4l PIrts 1a Rk I-970-01-1142 <br />Fs7 Wim. CO 16607 1R70EN..GOR <br />(...113153.10 OCNIPHAN <br />Crry .3.11:3 1St AND <br />PROJECT SHEET <br />WI OMR 10,1,70 <br />IDLE <br />MEE <br />07 <br />'fi i6OOgOZ; <br />
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