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890 <br />885 <br />0 <br />0 <br />0 <br />0 <br />875 <br />cc <br />a1 <br />N <br />i 870 <br />0 0 <br />0 <br />z <br />a <br />w <br />W <br />z <br />z <br />E N <br />w m <br />o DATE REVISION <br />6/11/26 CITY REVIEW NO.1 <br />a 6 /3 26 CITY REVIEW COMMENTS <br />o ! <br />880 <br />IN <br />\\\ . / / 1\ 11 I I \ I \\ \ <br />I I <br />\ \ I = �- 11 I I <br />//,) \\� \ I \\ I I I 1 I // I <br />( I 1 <br />C; / / I II / 1 1 II 1 1 I <br />/ \ / I I I 19. 1 <br />— — — _ ----�' 9' p ^4 ,1 11 <br />--___ - :•_ / P T q <br />MH 5 ._ / / <br />I c s <br />) <br />\� <br />NN >� *z if <br />+4 'N z .1 ,moot •` a.R:: b- ,,,. _--\\ <br />a �� /�.t� \\ \\ 1�' a• 2 ��� � 3•�,�� \\� �-�: _' 2 <br />l � — / i�/ ice/ �-��/ �i ,: it' a• z• Y \\ \ I;= a• \\\ I e.�\ 8�� <br />p0 j1 1 /' :. // \\ <br />< ,o\I I l«T_- -l�\ I�cc\\\z• ( )— ( ) <br />/—' - �INV E-872.42 PR 1 <br />r_r <br />« \� ` I / I / i i i \ \ �---c �a. .I�_ a• \ `o ®0 m - - <br />\\ ��\ SEE Q3 I n� // /�ii. / / _ = 1 ---/ <br />��f�� 4+00 ° <br />I _ ul / m <br />I 1 I ��.. 1/ lA I- /' <br />,,,1 I I ,r 1 1 I t7,"-- <br />//y�l it /?7�W C-1t1; \ I1 I \I// \ 1 <br />1 , 11 1 II I I \1 �� // id , • 1 / <br />\\ \ II \i_40" I I � / �1;1 I / I 1 <br />11 I I �1 1 11 1 / <br />j1' / --'/ / <br />ii <br />,111°, I< 1 I I I 1 I i 11 f I lit , ' <br />/ • <br />/ <br />� I {.. / i-- <br />\•//'-\\ 4 _ <br />' j I P' I <� j �i{ •_ / EXISTING BUILDING <br />II I < < i!{ / FFE=883.50 / <br />Ii 1 11 1 .—� <br />_72" DIA01 <br />.CASTING NEENAH R-1733 <br />_RIM=876.42 <br />INV (E)=868.51 <br />INV (SW)=868.51 <br />0 <br />0 <br />cci <br />co <br />ce <br />La <br />La <br />z_ <br />FINAL GRADE <br />114LF 30" DIPS HDPE DR15.5 PIPE <br />(PE4710) @ 0.45% - DIRECTIONAL DRILL <br />EXISTING 24" RCP STORM <br />SEWER TOP OF PIPE O <br />865 ELEV=866.90 (FIELD VERIFY) <br />EXISTING 15" RCP STORM <br />SEWER TOP OF PIPE <br />ELEV=888.26 (FIELD VERIFY) © <br />n <br />530LF 30" DIPS HDPE DR15.5 PIPE (PE4710) © 0.44% - DIRECTIONAL DRILL <br />EXISTING 15" RCP <br />m vim' a s n� EXISTING 10" DIP c <br />co <br />wi us u pi ,. - WATERMAIN TOP OF ,;• cI <br />m co °^°•m 6-PIPE ELEV=866.38 m� m� m <br />• <br />860 EXISTING 10". PVC.SANITARY (FIELD VERIFY) <br />M a, M <br />N M a <br />0a0o COCO CO <br />0 <br />0+00 SEWER TOP OF PIPE 1 +00 2+00 3+00 <br />ELEV=864.23 <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 Profesppional Engineer under the laws <br />of the Stat of Minr'Bsota.I1 <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 />CN&IBD BY: <br />TAE <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 />4+00 <br />WILDLIFE RESEARCH ADDITION <br />O 00 <br />CO CO <br />CO CO <br />890 <br />885 <br />880 <br />875 <br />870 <br />865 <br />860 <br />4+60 <br />REFERENCE NOTES <br />CONSTRUCT STRUCTURE PER CITY PLATE NO. STO-3. <br />SEE CITY PLATE NO. STO-14. <br />FIELD VERIFY TOP OF EXISTING 15" RCP PRIOR TO <br />INSTALLING THE 30" HDPE STORM SEWER. <br />20 <br />20 40 <br />SCALE <br />IN <br />STORM SEWER PLAN AND PROFILE <br />CITY OF RAMSEY, MINNESOTA <br />SHEET <br />13 <br />FEI`T <br />16 <br />SHEETS <br />2165.1. <br />