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I �TL >r -r-T <br />-LEI _. <br />TIA /11 1 /NI.IT <br />1 VVIL.I \7111 <br />914.905.9 <br />919•901.32 <br />EX <br />14. <br />INV.901.47 <br />EX <br />4.90580 <br />LW INV.889.49 <br />91,0 849.990.00 <br />X <br />RI4.905.6 <br />919.901.64 <br />1 \ L_..'. <br />Ir1 <br />.._1 vV <br />INV.901.01 <br />A r1 r\ <br />VV V. <br />RI44905.18. <br />919.901.15 <br />-IV TI I ��- r- <br />• �% I I \ L_ L_ f <br />SCALE IN FEET <br />30 60 <br />90 <br />} <br />/ EX STING WETLAND 1 <br />1L YR HWL -903.1 (;) <br />100 YR HWL -903.5 <br />` LA91 R[v 0 "78-00) C ef <br />I <br />t�J <br />i<- 1 <br />1 - <br />) <br />■ <br />i r`} <br />=C �/ <br />` X3 <br />} 1 <br />I <br />EX 15' RC FI 11 <br />INV 902.65 <br />pasiNG <br />(LOUSE <br />LF 906.99. <br />I II / \1IIA AIr1 <br />r1I \7r1L./ -11 VLl <br />EXI51510 <br />HOUSE <br />LE 907.04 <br />Ext5191G <br />NOUSE <br />LP 906.59 <br />EX H7DRANT " <br />A A r- <br />T1844,909.01 <br />IVIL_n /11A /. <br />Vvvv� <br />EX r PVC PLUG <br />919.890.17 <br />my-901.M <br />EX 8' DIP <br />PLUG r- A ^T <br />L -/-Iv <br />01051910 <br />NOU5E <br />0 <br />E9a51WG <br />NOUSE <br />11 <br />I <br />1 <br />1 <br />1 <br />} <br />0 1 1 <br />} �// __ ____ <br />p 0 / / ^� �� -__- 4 / /r 7-- - - - - ` \ <br />.L......7.....„.:___...-___,-1,„/ <br />-_ ice/ iii- I�___- // II Ij I <br />II II ) <br />II <br />905.3 <br />9 <br />04.6 <br />904 9 <br />0 <br />0 II r (1 <br />\ 1 /1 I/ ircl 1\ 1 i <br />t// \tom \s\ } I r� J } 1 }X11 00 <br />O i ( {i1 }} /4f 1 LI � � l /� I <br />CO0 x\1,1 i li il��� �j <br />0 I \,luiI i 11 / /�/ 1 I(/ 1 <br />(I 1 i1 /�!�1 1 1 <br />1 1 j I I Iii 1 1 <br />1j I j /II }I I /� 1 <br />/ I 1 }I I I <br />COO \ \, ti \ �I i�1�- j \ 11I / 1 1 1 ��- <br />-- - ff <br />T4 \ . ./ ) LL -_- ` , - i �1 ! / ( ( 1 / / <br />0 \•1 \- -� - .�m - -._ _� -_ ��----.7.-_ � i f }5 <br />00 `_ _ -- - - -- r---- - - - - - -- L- ' - -/ I a" <br />- -- /� -! ! <br />15 - - ----- - -% <br />905.8 9050 9013 905.7 <br />907.0 \ <br />/ <br />F. t <br />U ty1 I- <br />I:: <br />:) <br />0 <br />+800.00 <br />1000 <br />LEGEND <br />08 0 0 <br />a "519EA.- .5. / <br />/ <br />/ <br />904x5. <br />05100910 21' RCP STUB <br />wV.901.34 <br />X905.1 <br />905.5 <br />X90017 <br />Er." 7_ <br />/ 905.8% <br />904.4. <br />905.1% <br />/ <br />1 inch . 30 feet <br />EXISTING SPOT ELEVATION <br />WETLAND DEUNEATION <br />EXISTING CONTOURS <br />TREE LINE <br />EXISTING SANITARY SEWER <br />EXISTING STORM SEWER <br />EXISTING WATER MAIN <br />EXISTING ASPHALT SURFACE <br />EXISTING TREES <br />NOTES: <br />1. ALL EXISTING SOILS ARE SODERVILLE <br />(SOA), TYPE 'A' PER ANOKA COUNTY SOIL <br />SURVEY. <br />2. THERE ARE NO WETLANDS ON THE SITE. <br />RECEIVED <br />JAN 12 2004 <br />CITY OF UNO LAKOS <br />EIENCHMARK(S) <br />1.) TNH SW OUADRANT 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 at <br />ARLO LANE. ELEV. - 918.17 <br />4.) TNH CORNER OF HIGHLAND TRAIL & <br />MARILYN DRIVE. ELEV. = 914.06 <br />- 5 '0 <br />N <br />= gm <br />W <br />� LZ3 <br />Z V <br />V'A W o 2 + <br />x <br />cn <br />En cc <br />E Um4 <br />• z ;W. <br />5.86a <br />7o_ ^aW <br />"C'4, <br />2ND ADDITION <br />HIGHLAND <br />DRAWN BY <br />RWD <br />DATE <br />1/12/2004 <br />REVISIONS <br />CAD FILE <br />21381EX <br />PROJECT NO. <br />21381 <br />FILE NO. <br />2 -03 -039 <br />SHEET 2 OF 7 <br />