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CONSTRUCTION DETAILS AND NOTES: <br />ISSUE DATE <br />aw 1 11/25/2024 <br />GY3 GROUND BED <br />3/8" DOWNGUY WITH 8 FOOT SCREW ANCHOR PROFILE TYPICAL <br />OPTIONS: *5, *12 <br />BOLT PLATE: NONE <br />APPROVED <br />CONNECTOR <br />o� 4 HAMMERLOCK CONNECTOR POLE <br />b. POLE GRUND <br />U SOLID #6 BARE CONTINUOUS — <br />' SOLID #6 AWG WIRE <br />5 8' GROUND ROD <br />8" DIAMETER <br />JI ! COPPER CLAD STEEL 2 Z <br />GROUND LINE <br />`— ALTERNATE CONST. GROUND BED <br />CROSS SECTI�DIAGRAM — <br />1211 EXISTING GRADE O a <br />0 00 <br />010 — e"X8' GROUND ROD <br />NO ITEM ID QTY DESCRIPTION 1 GROUND ROD <br />1 ANC SS 002 1 ANCHOR. SINGLE HELIX. 8 FOOT LENGTH 1 <br />2 CNN CP002 1 CONNECTOR,#2.6-2MAIN. 2-V0TAP, ALUMINUM COMPRESSION, - 21 *N.T.S. <br />PARALLELTAP <br />3 CNN VG 003 1 CONNECTOR VISE TYPE #6-#2SOL. #10-42 SOL <br />5 GUA GW 0102 1 ��I1f(UCG <br />6 GUY AT 008 1 GUYATT d7Y'ly.� (T.1D�120,000 POUNDS <br />7 GUY GR001 2 GUY GRIP A <br />8 GUY ST 005 50 GUY STRAND, 36' <br />9 WAS RD 005 1 WASHER ROUND. 21N DIA. FOR 314 IN DA. BOLT <br />10 WAS SF 003 1 WASHER�QUARE FLAT ; IN. FOR 314 IN DIA BOLT <br />11 WAS SP 002 1 WASHER, SPRING, DOUBLE HELIX, FOR 314 IN DIA BOLT <br />12 BOL MS 036 1 (B',{O1LT MACHINESQUARE <br />FHEEAD 314X14 <br />113 4 IONS CB L28 110 gwAw FORsis rSOL OR 800-22792600 <br />NOTE: FOR REFERENCE ONLY <br />NOTE: <br />AT&T ASSUMES NO RESPONSIBILITY FOR THE ACCURACY OF THE STRUCTURE INFORMATION <br />HEREIN PROVIDED. THE CONSTRUCTION CONTRACTOR ASSUMES RESPONSIBILITY FOR <br />VERIFYING SUBSTRUCTURE LOCATIONS BEFORE EXCAVATING AND ASSUMES ALL LIABILITY FOR <br />DAMAGE TO FACILITIES AS A RESULT OF SUCH EXCAVATION. CALL ON (800)227-2600 TWO DAYS <br />BEFORE DIGGING. <br />GEO/CO UE86 <br />EXCH TRACCA11 <br />ENGR DUSTIN SCHMIDT TEL (209) 561-7438 <br />ENGR ARC VOKDEEF00 <br />TYPE OF CONST PERMIT DRAWING <br />RO/EST NO A028W2S <br />DWG 15 OF 16 P504 <br />