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O <br />zz <br />0 <br />U <br />0 <br />0 <br />a <br />ec <br />al <br />N <br />m <br />N <br />0 <br />i <br />c� <br />z <br />w <br />z <br />z <br />nvi <br />0`O <br />N <br />0 <br />ow <br />o <br />� Y <br />Existing <br />Building <br />//i/4404l /i//i/ <br />DATE <br />402" <br />73- <br />SEE SHEET 14 FOR STORM <br />SEWER PLAN AND PROFILE <br />SAN MH2 (3 <br />RIM=884.08 <br />INV (E)=872.42 (PR) CONNECT TO EXISTING SEWER <br />INV (NW)=872.42 (EX) <br />GPO10. <br />cRo cs <br />INV=874.42 ® <br />33LF 18" PVC SCH 40 <br />® 1.00% <br />LEASER PROPERTIES, LLC. <br />14445 AZURITE STREET <br />REVISION <br />6/11/26 CITY REVIEW NO.1 <br />7/3/26 CITY REVIEW COMMENTS <br />/ <br />/ <br />/ <br />/ <br />/ <br />/ <br />/ <br />. r, _ rA Monitoring VOWO <br />Monitoring WMI 0 WNI <br />MH 4 <br />72" DIA 6 <br />CASTING NEENAH R-1733 elc <br />RIM=882.75 <br />INV (5)=871.46 <br />INV (E)=871.00 <br />INV (W)=871.00 <br />87LF 8" SCH 40 PVC <br />0 0.40% <br />«- «- «- « <br />n <br />18LF 12" RCP (CL V) <br />0 2.00% <br />28' LONG TRENCH DRAIN <br />(NEENAH R-4996-C W/TYPE C <br />GRATE AND 8" END OUTLET) © <br />FFE=883.50 <br />14, <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 6- - <br />CASTING NEENAH R-1733 1- <br />RIM=879 90 <br />INV (W)=876.13 <br />INV (S)=872.30 <br />INV (N)=872.30 <br />28' LONG TRENCH DRAIN <br />(NEENAH R-4996-C W/TYPE C <br />GRATE AND 8" END OUTLET) © <br />EX MH 1 <br />CONNECT TO EXISTING <br />RIM=882.38 <br />INV (SE)=878.08 (EX) <br />INV (W)=874.08 (EX) <br />INV (NE)=874.00 <br />• <br />Dates-18-26)2Ai� J.IJOCHUM,Lic.ENo 23461 <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 Min sofa. ll <br />( <br />SAN MH1 Q3 <br />RIM=880.00 <br />INV (5)=872.76 <br />INV (W)=872.76 <br />100LF 8" SCH 40 PVC <br />0 0.40% <br />B-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 />1.00% <br />« <br />MANHOLE, <br />III`i;MH 2 <br />60" DIA <br />CASTING NEENAH R-1733 0 <br />RIM=882.70 <br />INV (SW)=873.68 <br />INV (E)=874.00 <br />INV (N)=873.50 <br />1008 BY: <br />CJJ <br />8111 BY: <br />IDM <br />ME ND BY: <br />TAE <br />STATE OF MINNESOTA <br />14730 SUNFISH LAKE BOULEVARD <br />6" DIP TEE <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 />6" GATE VALVE <br />B06 <br />232LF 12" SCH 40 PVC <br />0 0.86% <br />CBMH 2 <br />48" DIA <br />CASTING NEENAH R-2573 <br />RlM=875 00- -T - <br />INV (SE)=871.79 _ Berowlre Fen« (down) <br />INV (W)=871.79 _ _� <br />� s <br />N, , INV=872.14 035LF 12" PVC SCH 40 <br />0 1.01% <br />P-BUR <br />IIIIIII, 1 <br />P-B<R <br />Voltage <br />overy 4 --- <br />VoltageSnit"ge Switch <br />(2) 6" DIP 45' BEND <br />10LF 6" C900 PVC <br />HYDRANT <br />ZOUBEK INVESTMENTS, LLC. <br />6459 144TH AVENUE <br />FFE=880.00 <br />259LF 6" C900 PVC <br />(TOTAL) <br />La <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 />Recoery Well 4 <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=879.00 <br />INV (SE)=8 '7.07 (EX) <br />INV (W)=8.00 (PR) <br />WILDLIFE RESEARCH ADDITION <br />I <br />I <br />1 <br />I <br />I <br />i <br />lO <br />-» » <br />LEGEND <br />EXISTING STORM SEWER <br />PROPOSED STORM SEWER <br />EXISTING SANITARY SEWER <br />PROPOSED SANITARY SEWER <br /><FM PROPOSED FORCE MAIN <br />EXISTING WATERMAIN <br />PROPOSED WATER MAIN <br />PROPOSED BUILDING <br />PROPOSED WALL <br />® STORM SEWER MANHOLE <br />• ® CATCH BASIN <br />® SANITARY SEWER MANHOLE <br />na 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 />SCALE <br />UTILITY PLAN <br />FOR SITE IMPROVEMENTS <br />CITY OF RAMSEY, MINNESOTA <br />IN <br />30 60 <br />FEET <br />SHEET <br />8 <br />16 <br />SHEETS <br />2165.12 <br />