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WA9302A-CS 960805 88/85/1996 13:34 2143616264 SHIMEK, JACOBS&FINKLE PAGE 82/83 /// ~ / / ! ! - c0gcagE c~e~ SC~E: 1 = 10' . EX~ST~( COLUMNS / / ~ O / / / ~ ~,,sT. / / ", / ,¢"~- / / E"I -." -/ '-- / "/ B'rI~fED FIELD ~HANGE OUANTITIES E"] [~~d// 1. REuOVE 54.8 Z.F. CONCRETE CURe ~t GUTTER ~ J 2, CONSTRUCT 3~.3 L.F. OF 6" CONCRETE CURe 3.~. 3. CONSTRUCT 20 L.F. OF TRANSITION CURe 6" TO 0" , 4. SAW CUT 65.6 LF. CONCRETE (2" DEPTH) E/''> ~' COLUMNS 5. CONSTRUCT 13.6 S.Y. 8" REitlFORC[D CDNC. PVMT. !JII I'J'rlY E:x~ST. B. IC. COLUMN,.--- ~ST. ~'~e: ~ [ ] _Jl"lr IJ H Jl II 11 i] 'll'fi Jl II II rl II II If' IT ~' ~3I II It 11 IIlr II Ir 1t I1 II I1 II II I[1 II Jl2:::::::,lllrllllJIIl[lil[lll'lllllllltllll[ ~~or.~z~, CITY OF COPPELL, TEXAS ' ' :6" VILLAGE PARKWAY PUMP STATION ADDITIONS ~'~~' ~ FIELD CHANGE NO. 2 ~ ~aHIMEK, dACOBS ,,1; IrlNKLIEA AUG., 1996 CONSULTING E:NGIN~E:RS i