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a <br />0 <br />z <br />0 <br />0 <br />N <br />O <br />0 <br />N <br />O <br />0 <br />Z <br />Q <br />O <br />w <br />W <br />N <br />DATE <br />o <br />N w <br />o(0 <br />Q Y <br />J <br />REVISION <br />5.6 <br />II <br />CITY OF RAMSEY <br />FUTURE SANITARY SEWER <br />FUTURE WATERMAIN <br />FUTURE ROW <br />STMH 6 ® <br />CASTING-R-1733 QS <br />DIAMETER-48" <br />RIM=868.02 <br />INV (E)=860.00 <br />INV (5)=860.00 <br />130LF 24" REINFORCED CONCRETE PIPE <br />® 0.45% <br />CBMH 74 (FROM RECORD PLAN) <br />EX 15" STUB INVERT=863.18 (AT MANHOLE) <br />84LF 24" REINFORCED CONCRETE PIPE <br />@ 0.45% <br />STMH 7 <br />CASTING-R-1733 Q <br />DIAMETER-48" <br />RIM=867.12 <br />INV (N)=859.62 <br />INV (W)=859.62 <br />50LF 24" REINFORCED CONCRETE PIPE <br />® 0.50% <br />REMOVE THE EXISTING 15" RCP STUB ® <br />CONNECT TO MANHOLE AT INVERT=859.37 <br />FUTURE CURB <br />FUTURE DRAINAGE AND <br />UTILITY EASEMENT <br />EXISTING PLAT LINE <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 Profes,0ional Engineer under the laws <br />of the Stat of Minr(psota. <br />naAN II4 <br />Date 8/6y26 <br />HUM, P.E., P.E. <br />e89. <br />7248 SUNWOOD DRIVE <br />100 FLOCCHINI CIRCLE, LLC. <br />O'REILLY AUTO PARTS <br />STMH 5 ® <br />CASTING-1733 QS <br />DIAMETER-48" <br />/ RIM=867.72 <br />INV (E)=860.59 <br />//INV (W)=860.59 ////////////// <br />« « <br />200LF 18" REINFORCED CONCRETE PIPE <br />® 0.55% <br />DESIGNED BY: <br />CJJ <br />DRAWN BP <br />IDM <br />CHECKED BY: <br />Lic. No 23461 CJJ <br />TRASH <br />STMH 4 <br />CASTING-R-1733 <br />DIAMETER-48" <br />RIM=868.55 <br />INV (S)=861.69 <br />INV (W)=861.69 <br />« « <br />I <br />55LF 12" REINFORCED CONCRETE PIPE <br />® 1.27% <br />92LF 18" REINFORCED CONCRETE PIPE <br />® 0.55% <br />58LF 12" REINFORCED CONCRETE PIPE <br />1.., <br />1.OD% ,, <br />CBMH 1 <br />CASTING-R-3067V <br />DIAMETER-48" <br />FL=867.55 <br />INV (E)=862.92 <br />INV (S)=862.20 <br />INV (N)=862.20 <br />16LF 15" REINFORCED CONCRETE PIPE <br />® 0.56% <br />BULK HEAD SOUTH END <br />INVERT=862.29 <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 />7222 SUNWOOD DRIVE <br />CASEY'S RETAIL COMPANY <br />3 <br />CASTING-R-3067V <br />STRUCTURE-24" X 36" <br />FL=867.79 <br />INV (S)=864.50 <br />CBMH 2 <br />CASTING-R-3067V <br />DIAMETER-48" <br />FL=867.20 <br />INV (N)=863.80 <br />INV (W)=863.50 <br />SCOOTER'S COFFEE <br />- - -3C`- <br />SEE SHEET 8 <br />-> » <br />LEGEND <br />EXISTING STORM SEWER <br />PROPOSED STORM SEWER <br />EXISTING SANITARY SEWER <br />PROPOSED SANITARY SEWER <br />EXISTING WATERMAIN <br />PROPOSED WATER SERVICE <br />PROPOSED BUILDING <br />@ STORM SEWER MANHOLE <br />®® CATCH BASIN <br />® SANITARY SEWER MANHOLE <br />ua GATE VALVE <br />-6- HYDRANT <br />REFERENCE NOTES <br />SEE CITY PLATE NO. STO-1. <br />SEE CITY PLATE NO. STO-1 AND STO-5. <br />SEE CITY PLATE NO. STO-4. <br />PIPE TO CONTINUE SOUTH IN THE FUTURE. <br />SEE CITY PLATE NO. STO-14. COVER SHALL HAVE A <br />27" DIAMETER OPENING. <br />CONTRACTOR SHALL REMOVE EXISTING 8 L.F. OF 15" <br />RCP. MANHOLE BRICK SHALL BE USED TO PATCH <br />EXISTING OPENING. CONNECTION SHALL INCLUDE <br />INTERIOR GLOVE FINISHED GROUT AND CONCRETE <br />ENCASEMENT ON THE EXTERIOR. <br />20 <br />SCALE <br />UTILITY PLAN <br />CITY OF RAMSEY, MINNESOTA <br />IN <br />Edit <br />20 40 <br />SHEET <br />7 <br />12 <br />SHEETS <br />5261.0' <br />