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01 <br />z <br />of <br />0 <br />0 <br />0 <br />a <br />21 <br />c1 <br />z <br />w <br />z <br />C.; <br />N <br />ma <br />• <br />o� <br />•• N <br />I a <br />N <br />oCV I <br />o <br />oo' <br />0 <br />� Y <br />a• <br />SEE SHEET 14 FOR STORM' <br />SEWER PLAN AND PROFILE 1(02- <br />> <br />Re <br />SAN MH2 <br />RIM=884.08 <br />INV (E)=872.42 (PR) CONNECT TO EXISTING SEWER <br />INV (NW)=872.42 (EX) <br />GP OiQ a' <br />ap fT0 CP <br />Existing <br />Building <br />ia- <br />INV=874.42 0 <br />� • _ 2,2t nng WWI 6 <br />Nana[ nn9 Moll - a Nani[ ring Wolf <br />8-1 <br />12- <br />Ve••very' e <br />taye s rtah <br />MH 4 <br />8 72" DIA © <br />CASTING NEENAH R-1733 Qa- <br />RIM=882.75 <br />INV (S)=871.46. <br />INV (E)=871.00 <br />INV (W)=871.00 <br />87LF 8" SCH 40 PVC <br />0 0.40% <br />12- <br />H. <br />18LF 12 RCP (CL V) <br />® 2.00% <br />28' LONG TRENCH DRAIN <br />(NEENAH R-4996-C W/TYPE C <br />GRATE AND 8" END OUTLET) QS <br />FFE=883.50 <br />B-3 <br />CBMH 1- <br />27" DIA <br />CASTING NEENAH R-2573 <br />RIM=879.50 <br />INV (E)=876.50 <br />MH 3 <br />48" DIA ©_ _ L <br />CASTING NEENAH R-1733I <br />RIM=879 90 <br />INV (W)=876.13 <br />INV (S)=872.30 <br />INV (N)=872.301- <br />2• <br />L <br />r- <br />r- <br />28' LONG TRENCH DRAIN <br />(NEENAH R-4996-C W/TYPE C <br />GRATE AND 8" END OUTLET) 0 <br />'e1 <br />2• <br />Land aped Area <br />D. <br />33LF 18" PVC SCH 40 <br />0 1.00% <br />LEASER PROPERTIES, LLC. <br />14445 AZURITE STREET <br />/® <br />SAN MH1 1 <br />RIM=880.00 <br />INV (S)=872.76 <br />INV (W)=872.76 <br />100LF 8" SCH 40 PVC <br />0 0.40% <br />VaNape S.uS <br />OP pF SLAB= <br />STATE OF MINNESOTA <br />14730 SUNFISH LAKE BOULEVARD <br />P-BUR <c <br />a,\ <br />Be-5 <br />84LF 24" RCP (CL III) <br />0 1.00% <br />185 LF 2" PVC SCH 40 <br />FORCE MAIN <br />120LF 24" RCP (CL III) <br />0 1 00% <br />EX MH 1 <br />CONNECT TO EXISTING MANHOLE= <br />RIM=882.38 <br />INV (SE)=878.08 (EX) <br />INV (W)=874.08 (EX) <br />INV (NE)=874.00 <br />EX SAN MH 3 <br />ADJUST EXISTING STRUCTURE <br />INSTALL SALVAGED CASTING <br />EXISTING CASTING ELEVATION=882.26 <br />PROPOSED RIM=880.02 <br />INV (E)=873.23 (EX) <br />INV (NE)=873.16 (EX) <br />INV (N)=873.16 (PR) CONNECT TO EXISTING MANHOLE <br />158LF 18" RCP (CL V) <br />0 0.50% <br />CBMH 2 ;< <br />48" DIA <br />CASTING NEENAH R-2573 <br />RtM=875:00- <br />INV (SE)=871.79 `-e,,,,e - Fence (dawn) <br />INV (W)=871.79 <br />s, <br />N <br />35LF 12" PVC SCH 40 <br />0 1 .01 % <br />P-BUR <br />INV=872.14 9© <br />Voltage Switch <br />6" DIP TEE <br />6" GATE VALVE <br />Ba6 <br />(2) 6" DIP 45' BEND <br />10LF 6" C900 PVC <br />FFE=880.00 <br />259LF 6" C900 PVC <br />(TOTAL) <br />232LF 12" SCH 40 PVC <br />0 0.86X <br />HYDRANT <br />II MH 2 <br />60" DIA © <br />CASTING NEENAH R-1733 1Q <br />RIM=882.70 <br />INV (SW)=873.68 <br />INV (E)=874.00 <br />INV (N)=873.50 <br />ZOUBEK INVESTMENTS, LLC. <br />6459 144TH AVENUE <br />a• <br />if <br />7 <br />CONNECT TO EXISTING 6" <br />DIP WATERMAIN WITH 6" <br />GATE VALVE AND BOX <br />(2) 6" DIP 45' BEND <br />CBMH 3 <br />CASTING N NAH R-4341-A <br />RIM=879.007I <br />INV (SE)=8 7.07 (EX) <br />INV (W)=8 .00 (PR) <br />I <br />i <br />i <br />I <br />3 <br />9 <br />9 <br />LEGEND <br />EXISTING STORM SEWER <br />PROPOSED STORM SEWER <br />EXISTING SANITARY SEWER <br />PROPOSED SANITARY SEWER <br /><FN PROPOSED FORCE MAIN <br />EXISTING WATERMAIN <br />PROPOSED WATER MAIN <br />PROPOSED BUILDING <br />PROPOSED WALL <br />0 STORM SEWER MANHOLE <br />® CATCH BASIN <br />OS SANITARY SEWER MANHOLE <br />N GATE VALVE <br />6 HYDRANT <br />REFERENCE NOTES <br />SEE CITY PLATE NO. STO-14. <br />SEE CITY PLATE NO. STO-2 AND MNDOT STANDARD <br />PLATE 4006L DESIGN G. <br />SEE CITY PLATE NO. SEW-1 AND SEW-2. <br />SEE CITY PLATE NO. STO-2. <br />SEE DETAIL 2 ON SHEET 3 FOR TRENCH DRAIN <br />CONCRETE. CONNECT TRENCH TRAIN TO CATCH BASIN <br />WITH 8" DIP. <br />CONSTRUCT STRUCTURE PER CITY PLATE NO. STO-3. <br />SEE SHEET 6 FOR ADDITIONAL INFORMATION REGARDING <br />CONSTRUCTING A NEW INVERT. <br />SEE CITY PLATE NO. WAT-1. <br />SEE MECHANICAL AND PLUMBING PLANS. <br />30 <br />30 <br />60 <br />SCALE <br />IN <br />FEET <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 ofI Minr(psota. <br />1 RAI J. JOCHUM, P.E. <br />Dates-18-26 Lic. No 23461 <br />DESIGNED BY: <br />CJJ <br />CUM 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 />UTILITY PLAN <br />FOR SITE IMPROVEMENTS <br />CITY OF RAMSEY, MINNESOTA <br />2165.12 <br />