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—CAS UNE <br /> V <br /> a <br /> 4 <br /> c <br /> T —REACH #1 < � <br /> 4 RIFFLE /1 % hilti <br /> STA 0+10 <°�s <br /> wiii6`s< <br /> \ 4,1 <br /> 7 y8u3 <br /> y _ , <br /> 16 <br /> KEY /3 9 <br /> STA 1+00 <br /> —KEY #1 <br /> STA 0+17 <br /> Y <br /> —KEY/2 Z <br /> STA 0+60 Q LC) <br /> CO CV <br /> w <br /> D <br /> BENCHMARK . <br /> w Q <br /> it 1130140.3000 = Lt-1 <br /> E: 601566.1350 C!) c O <br /> ELEV: 66614 Z Z <br /> J <br /> CL J U <br /> Ow <br /> a -, <br /> Z <br /> «IOTID%ME QEL <br /> Cr a. <br /> BENCHMARK: SOUTHEAST CORNER OF CONCRETE HEADWALL STONE TOE PROTECTION N • AR.MX <br /> c30 <br /> WWI Ir: Al <br /> NOTES Nou1m�ir."a <br /> _ STONE TOE KEY 1101 <br /> I. STATIONS ARE FOR REFERENCE ONLY. EXTENTS & KEY LOCATIONS - _ s San <br /> MILL BE STAKED BY CITY OF DECATUR STAFF <br /> 2. GAS LINE IS APPROXIMATE. CONTRACTOR IS RESPONSIBLE FOR ROCK RIFFLE 0 10 .o W E 2 <br /> ACQUIRING ALL LOCATES. <br /> S <br /> ------- ..„.....................—.........m..—.. — EXHIBIT 1 <br /> 4 <br />