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OF RAMSEY I <br />i <br />s <br />a <br />0 <br />0 <br />0 <br />0 <br />a <br />0 <br />0 <br />a <br />m <br />(7 <br />a <br />0 <br />Z <br />a <br />w <br />z <br />w <br />E <br />as <br />N <br />a <br />N ul <br />oN w <br />.Q <br />o0 <br />rna <br />DATE <br />REVISION <br />FUTURE PERIDOT STREET <br />ii CITY <br />FUTURE SANITARY SEWER <br />FUTURE WATERMAIN <br />FUTURE ROW <br />STMH 6 0 <br />CASTING—R-1733 0 <br />DIAMETER-48" <br />RIM=868.02 <br />INV (E)=860.00 <br />INV (S)=860.00 <br />1889.f8 <br />I <br />I <br />130LF 24" REINFORCED CONCRETE PIPE <br />0 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 0.45% <br />STMH 7 1l <br />CASTING—R-1733 ®5 <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 Profespional Engineer under the laws <br />of the Stat of Minrksota. <br />/RWIG J. Jcf HUM, P.E., P.E. <br />Date 8/6/26 Lic. No 23461 <br />7248 SUNWOOD DRIVE <br />100 FLOCCHINI CIRCLE, LLC. <br />O'REILLY AUTO PARTS <br />/ <br />/ <br />/ <br />STMH 5 1Q <br />CASTING-1733 ® <br />DIAMETER-48" <br />/ RIM=867.72 <br />INV (E)=860.59 <br />//.INV (W)=860.59 ////////////// <br />200LF 18" REINFORCED CONCRETE PIPE <br />® 0.55% <br />DESIGNED BY: <br />CJJ <br />DRAM BY: <br />IDM <br />CHECKED BY: <br />CJJ <br />5.00' <br />STMH 4 1 <br />/ CASTING—R-1733 5 <br />DIAMETER-48" <br />RIM=868.55 <br />INV (5)=861.69 <br />/ INV (W)=861.69 <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.OD% <br />CBMH 1 tell <br />CASTING—R-3067V 41311 <br />DIAMETER-48" <br />FL=867.55 <br />INV (E)=862.92 <br />INV (5)=862.20 <br />INV (N)=862.20 <br />16LF 15" REINFORCED CONCRETE PIPE <br />0 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 />CBI3 <br />CASTING—R-3067V <br />STRUCTURE-24" X 36" <br />FL=867.79 <br />INV (S)=864.50 <br />CBMH 2 400 <br />CASTING—R-3067V Ilat <br />DIAMETER-48" <br />FL=867.20 <br />INV (N)=863.80 <br />INV (W)=863.50 <br />SCOOTER'S COFFEE <br />SEE SHEET B <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 />0 STORM SEWER MANHOLE <br />MI CATCH BASIN <br />m SANITARY SEWER MANHOLE <br />DG GATE VALVE <br />b HYDRANT <br />REFERENCE NOTES <br />1® SEE CITY PLATE NO. STO-1. <br />© SEE CITY PLATE NO. STO-1 AND STO-5. <br />Q3 SEE CITY PLATE NO. STO-4. <br />® PIPE TO CONTINUE SOUTH IN THE FUTURE. <br />CT 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 />0 20 40 <br />IN FEET <br />CITY OF RAMSEY, MINNESOTA <br />5261.01 <br />