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0 <br />0 <br />0 0 <br />0 <br />0 <br />U <br />0 <br />0 <br />0 <br />0 <br />[Li <br />N <br />[D <br />(71 <br />0 <br />0 <br />Z <br />W <br />auj <br />a0 <br />10 <br />N j <br />0 <br />N L., <br />Si <br />� Y <br />ear - - 156 _ <br />z• <br />C. <br />IAN wro --- to' •� 1 <br />c. 1 I <br />*e' \ I \ I I <br />\ <br />v <br />• <br />\ c- o. <br />>_ / -.N :° I <br />\ \ \ <br />-) S: \\ \\ \\ \\\ \\ \ \ \\\\\ \\\ \ <br />\ <br />\ \ \ \ \ \ \ \ \ <br />_ y Zsa < < . � <br />e'er—$o-- — —_— \ \\\\ \\�--\,11 <br />ly <br />\� GPO Ore <br />GP iT"a W—�� <br />�— <br />s' ,1 �e• L 4t00 to• -- —° '--WI`-.c��''- 00--�_-- <br />— <br />/ / / / / / / / / / //////////////////////////////W <br />DATE REVISION <br />6/11/26 CITY REVIEW NO.1 <br />EXISTING BUILDING <br />FFE=883.50 <br />890 <br />885 <br />880 <br />875 <br />870 <br />865 <br />to \ \I II 1 <br />/ \ I I \ <br />/ 1 <br />/ I 1 I / \ \ <br />/ I I I / \ <br />/ I I / / \\ r — <br />/ I 1 / / \ 1 <br />/ / / / / \\ L — <br />/ / _ / _ / \\ <br />-- \/---- _- <br />/ / <br />/ / \ \\ \ \ <br />/ / \ 1 <br />/ \ 1 <br />/ PROPOSED BUILDING \ <br />/ FFE=883.50 \ <br />/ <br />/ I / <br />/ I / <br />/ I <br />—r <br />I <br />L1 <br />1-7 <br />LjI <br />4 <br />r-1 <br />SEE SHEET 8 FOR SITE STORM SEWER INFORMATION <br />\ 1O <br />111/1111/// <br />\\ 'tro\\\\ <br />\ \\ I I I I I I I I I/ 1 1/ <br />1 1 _z <br />\ I / 1 1 I 1 1 1 1 1 I I <br />`\\ \ \I' 1 11 1/ I I I I I I 1 I I <br />\\ \« « I I/ 1 1 1 I I 1 I I I <br />\ \ I k< 11 I I I I 1 j <br />.c\ I �I I 11�-<I I I I I 1 1 <br />I` I r' F <br />I-B R/ I ;` RL I I <br />I// 1 1 I 1 I I <1 P + <br />/ 1 1 1 1 I <br />1 I / I II 11 1 \\ \\ \\ \\ \� <br />/ 1 I / 1 \ <br />• <br />--- s --6g� \ \ \ n \\ \\ \\ \ 1 �r 1` \\• <br />- �\I \\ �\ \I I / \ \ \ \ <br />I / 1 \ \ \ \ \ <br />I 1 \ \ \ \ \ <br />\ \ \ \ <br />ens _ <br />FINAL GRADE <br />1L <br />530'LF 30" DIPS HDPE DR15.5 PIPE (PE4710) 0 0.44% - DIRECTIONAL DRILL <br />7? <br />oo e) <br />W a1 • <br />860 <br />n <br />a] • <br />OD <br />CO <br />to In <br />co <br />AD <br />co <br />W CO <br />V <br />co DO <br />co.00 <br />4+60 <br />5+00 <br />I hereby certify that this plan, specification, or report was <br />prepared by me or under my direct supervision and that I <br />am a duly icensed Profespional Engineer under the laws <br />of the Stat of MInr'Bsota. W <br />Date 5-18-2 <br />RA <br />• <br />F J.IJOCHUM, P.E. <br />Lic. No 23461 <br />DESIGNED BY: <br />CJJ <br />DRAWN BY: <br />IDM <br />MD B1: <br />TAE <br />6+00 <br />890 <br />885 <br />880 <br />875 <br />870 <br />865 <br />860 <br />7+00 7+50 <br />Hakanson Anderson <br />Civil Engineers and Land Surveyors <br />3601 Thurston Ave., Anoka, Minnesota 55303 <br />763-427-5860 FAX 763-427-0520 <br />www.hakanson-anderson.com <br />WILDLIFE RESEARCH ADDITION <br />20 <br />SCALE <br />4 <br />NI <br />0 20 40 <br />IN FEE4 <br />STORM SEWER PLAN AND PROFILE <br />CITY OF RAMSEY, MINNESOTA <br />2165.1. <br />