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LEGEND: EDP EDGE OF PAVEMENT <br />EOR EDGE OF ROADWAY <br />TRAFFIC SIGNAL CPC TYPE C-40 PLASTIC CONDUIT <br />STREETUGHT FOC FACE OF CURB <br />FIRE HYDRANT BOW BACK OF WALK <br />CRY MONUMENT LOG LIP OF GUTTER <br />® JOINT UTILITY POLE —S SEWER <br />® MANHOLE —C/L­ CENTER UNE <br />-� SIGN �— ELECTRICAL <br />BOLLARD T— AT&T CONDUIT <br />®CABINET — B — AT&T BURIED (EXISTING) <br />�— GAS <br />SW-XXXX ELECTRIC SWITCH <br />TS TRAFFIC SIGNAL III WATER <br />SB _ SERVICE BOX D4 WATER VALVE <br />N❑TE$ STATI❑N MEASUREMENTS <br />TAKEN ALONG THE CENTER LINE <br />❑F MANTHEY RD, <br />TRENCH 18' IN DIRT SURFACE. <br />PLACE GROUND BED WITH (3)-S' <br />GROUND RODS AND 66 GROUND WIRE. <br />SEE P.16 GROUND BED DETAIL. <br />RAD, =685' � <br />IS <br />\ / V <br />4 <br />0 <br />AT&T / <br />7o // x�0. <br />< <br />RAD, =745' <br />EXCAVATE 20 DIAMETER BY 611 DEPTH <br />(19 CU.FT.) IN A DIRT SURFACE, <br />SET A NEW 300-4 POLE, P.15. <br />BACKFILL/RESTORE TO COUNTY <br />STANDARD. <br />AT RIGHT OF WAY BOUNDARY. LEAD=7' <br />JJumw rvu RCJr'VIV JIDILII l run inc ,�wuR,�u, ur inc <br />UCTURE INFORMATION HEREIN PROVIDED. THE USER ASSUMES <br />SIBILITY FOR VERIFYING SUBSTRUCTURE LOCATIONS BEFORE <br />TING AND ASSUMES ALL LIABILITY FOR DAMAGE TO TELEPHONE <br />.S AS <br />ALERT ON: (800) 227-2600 TWO DAYS BEFORE DIGGING IN <br />TY TO TELEPHONE PLANT. <br />SST NEW ANCHOR W/ �' DIAMETER ROD <br />A RESULT OF SUCH EXCAVATION.CALL UNDERGROUND <br />E❑P <br />a `&t I 12/2019 <br />GROUND BED AT POLE - SECTI❑N VIEW (TYPICAL)$ <br />(U <br />#6 AWG SOLID <br />P❑LE MD <br />COPPER GR <br />GRADE <br />Pi <br />GROUN <br />CLAMP <br />GROUN <br />WIRE <br />Ri , <br />8' GND <br />RODS <br />N.T.S. <br />[' 11 41111 <br />C DIRT <br />SHOULDER <br />1" 2" <br />40' 80' <br />GROUND <br />RISER <br />C❑NST ARC C❑MP <br />CALLT T C TOLL FREE <br />48 HOURS PRIOR TO DIGGING <br />FOR ALL SUB -STRUCTURE <br />LOCATIONS <br />800-227-2600 <br />a `&t I 12/2019 <br />GROUND BED AT POLE - SECTI❑N VIEW (TYPICAL)$ <br />(U <br />#6 AWG SOLID <br />P❑LE MD <br />COPPER GR <br />GRADE <br />Pi <br />GROUN <br />CLAMP <br />GROUN <br />WIRE <br />Ri , <br />8' GND <br />RODS <br />N.T.S. <br />[' 11 41111 <br />C DIRT <br />SHOULDER <br />1" 2" <br />40' 80' <br />GROUND <br />RISER <br />C❑NST ARC C❑MP <br />