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\ \ "I, I' '� I \ 1 / "nr' ------___ --- <br />\ y �I \ (C --- — — — — — — — — <br />S ` ((,\\ 1 \ N. <br />\ k\ \ 2. \\tL z,r x• ▪ az. , \ \ \\ I a. 11 1 I I '> / ' I I ,' \ _ <br />1 ] `, I \ \ , \`\ \ \ / \ \ 1 I I I 1 I / / I \ I I I / / z' \ `-- ,.'°,. _ _ _ — <br />t' \ .a 1. <' 1 \ I I I I <br />z•]•�e 1 1 I 1 1 111 I 1 �> <br />-.8,73',- V \ 1 \\ <br />�,a \ 41 \� \ \`�� 1.:= t x- _MH 5 - •�/ / / / 9.,.� { �, I <br />x cp\ \ a•\ `�\ J I \ \ "� ""���FF' _72" GIA 01 — — l / Q' Rr�^i 0°` ei l <br />\ �`�a (� s•/ :CASTING NEENAH R-1733Q „ i/Ait 'fi" ,� / / �e�\ �� <br />\ ,r \`0 1 \�\ ✓' /i ,RIM=876.42 �� i' // / / I tied �8�_—__r <br />\ ` I \ �� s . �' INV (E)=868.51 1-' .� / 1 �\ <br />2 fi" 1 <br />�L / 1.; �\ I \\ he S z w:. °t INV (SW)=868.51 r�. - - / �' I— x^` ] <br />, i • ' W <br />11 « ti fr Is z fi INV (E)=872.42 PR I <br />1 k< I <1________/„ i <br />�t ca o o GP <br />I I \ )n I SEE © / n ui JI �I—c q+ CO— �« -- <br />I / <br />x mu�\ �' vv `� I • <br />/ iii' — �a" U — �t c• 4: <br />a�'::%j� / \ \ . \ I / . if�ii 1 — o _ <br />1 <br />I / L_ <br />I �- A\� `` 1 Vnl1 II I I I I F• /� / II,, / F� <br />In <br />\ / n,1 iz I f+ y�'I Lu <br />i \\I I II` . r to \ \ <br />ii <br />/ <br />VOI I I P'rFES 1 I Li <br />INV=868.00 <br />—RR <br />jr! / <br />\\ 1`,' II I <br />I—, <br />I N_ <br />I I „ I <br />I <br />I I;111 li <br />I P 1 <br />n1 I <br />'a 11 1 <br />1'1 <br />1,1 I I I <br />EXISTING BUILDING <br />FFE=883.50 <br />/ <br />REFERENCE NOTES <br />CONSTRUCT STRUCTURE PER CITY PLATE NO. STO-3. <br />-(2 SEE CITY PLATE NO. STO-14. <br />--__ Q FIELD VERIFY TOP OF EXISTING 15" RCP PRIOR TO <br />INSTALLING THE 30" HDPE STORM SEWER. <br />20 <br />20 <br />40 <br />SCALE <br />IN <br />FEET <br />890 <br />885 <br />880 <br />875 <br />870 <br />INVERT=868.00 <br />FINAL GRADE <br />114LF 30" DIPS HDPE DR15.5 PIPE <br />(PE4710) 0 0.45% — DIRECTIONAL DRILL <br />EXISTING 24" RCP STORM <br />SEWER TOP OF PIPE <br />865 ELEV=866.90 (FIELD VERIFY) <br />860 <br />0+00 <br />N � <br />,rj <br />m co <br />EXISTING 10" PVC SANITARY <br />SEWER TOP OF PIPE <br />ELEV=864.23 <br />Q\\_ <br />EXISTING 10" DIP <br />n WATERMAIN TOP OF <br />m PIPE ELEV=866.38 <br />(FIELD VERIFY) <br />1+00 <br />J L <br />EXISTING 15" RCP STORM <br />SEWER TOP OF PIPE <br />ELEV=888.26 (FIELD VERIFY) Q <br />530LF 30" DIPS HDPE DR15.5 PIPE (PE4710) C 0.44% — DIRECTIONAL DRILL <br />n <br />890 <br />885 <br />880 <br />875 <br />870 <br />EXISTING 15" RCP <br />a <br />0 <br />m <br />2+00 <br />m M a M a m <br />N M a a M <br />m m m m CO CO <br />3+00 4+00 <br />865 <br />860 <br />4+60 <br />DATE <br />REVISION <br />6/11 26 <br />7/3/26 <br />CITY REVIEW NO.1 <br />CITY REVIEW COMMENTS <br />I hereby certify that this pan, specification, or report was <br />prepared by me or under my direct supervision and that I <br />am a duly icensed Professional Engineer under the laws <br />of the Stat ofMinr(psota. <br />RAI J. JOCHUM, P.E. <br />Dates-18-2• Lic. No 23461 <br />DESIGNED BY: <br />CJJ <br />ORIYM BY: <br />IDM <br />CHECKED 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 />WILDLIFE RESEARCH ADDITION <br />STORM SEWER PLAN AND PROFILE <br />CITY OF RAMSEY, MINNESOTA <br />2165.12 <br />