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E %. CB <br />919=90543 <br />190 =901.32 <br />EX. 09 <br />RIM= 905.45 <br />1NV= 901.47 <br />EX. 5569 <br />RIM = 905.80 <br />E.W I90= 889.49 <br />9,5 INV = 590.00 <br />7 I �1 ^T E.)!'_r_T <br />FX. CB <br />916 =905.62 <br />INV = 901.64 <br />E%. 15" RC FES <br />901.01 <br />EX. CB <br />19V= 901.15 <br />916= 905.1 <br />-7 TI 1 <br />7 v <br />-= 1 I \LLI <br />/ <br />EX. HYDRANT <br />TNH =909.01 <br />EX. 8" DIP <br />PLUG <br />EX. 8" PVC PLUG <br />NV= 890.17 <br />EX. CB <br />RIM =905.27 <br />1N0= 901.39 <br />R- 905.59 <br />1- 890.17 <br />2.4' LT <br />4I <br />0 <br />SCALE IN FEET <br />30 60 <br />1 inch = 30 feet <br />90 <br />LEGEND <br />• • EXISTING SANITARY SEWER <br />-�D-I EXISTING WATER MAIN <br />> > EXISTING STORM SEWER <br />• - PROPOSED SANITARY SEWER <br />�I I 1 PROPOSED WATER MAIN <br />PROPOSED STORM SEWER <br />4" PVC SDR 26 TYP. PROPOSED SANITARY SERVICE <br />1" COPPER TYPE K PROPOSED WATER SERVICE <br />R= 908.58 <br />- =94. <br />19 <br />• <br />19 <br />19 <br />R= 905.28 1 =895.00 <br />1- 895.80 <br />N <br />19 <br />• <br />• p19x <br />5HG <br />G FA 4/ 5� 0'� <br />tO 11° <br />19 <br />E%ISTNG 21' RCP 0189 <br />INV =901.34 <br />DELINEATED WETLAND <br />MAR 2 LI 2004 <br />CP- v OF LIDO LAKES <br />BENCHMARK(S) <br />1.) TNH SW QUADRANT 79TH ST. & <br />NANCY DR., ELEV. = 909.01 <br />2.) TNH ACROSS STREET FROM <br />665 ARLO LANE, ELEV. = 914.76 <br />3.) TNH CORNER OF HIGHLAND DRIVE & <br />ARLO LANE, ELEV. = 918.17 <br />4.) TNH CORNER OF HIGHLAND TRAIL & <br />MARILYN DRIVE, ELEV. = 914.06 <br />2ND ADDITION <br />DRAWN BY <br />RWD <br />DATE <br />1/12/2004 <br />REVISIONS <br />03/12/04 REV. KR car <br />CAD FILE <br />21381PU <br />PROJECT NO. <br />21381 <br />FILE NO. <br />2 -03 -039 <br />SHEET 5 OF 8 <br />