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7248 SUNWOOD DRIVE <br />100 FLOCCHINI CIRCLE, LLC. <br />O'REILLY AUTO PARTS <br />///////////// <br />DATE <br />TRASH <br />CITY OF RAMSEY <br />REVISION <br />8" DIP CAP <br />SEE SHEET 7 <br />SAN NH 1 ® <br />CASTING—R-1733 <br />RIM=868.00 <br />INV (E)=854.18 <br />I <br />TRASH <br />7222 SUNWOOD DRIVE <br />CASEY'S RETAIL COMPANY <br />CASEY'S GAS STATION <br />///////////////////////////// <br />tin <br />X <br />0- — <br />L_= <br />HYDRANT AND 6" GATE VALVE Q <br />FACE NOZZLE EAST <br />60 LF 6" DIP WATERMAIN <br />O 11' <br />> Yr <br />INVERT=862.3 O5 <br />4" PVC PIPE <br />- <br />2.00% MINIMUM 02 <br />294LF 8" PVC SDR 35 <br />8 0.40% <br />8" X 8" X 6" DIP TEE 297 LF 8" DIP WATERMAIN <br />I hereby certify that this plan, specification, or report was <br />prepared by roe or under toy direct supervision and that I <br />am a duly icensed Profespional Engineer under the laws <br />of the Stat of Minrtesata. <br />RWIG J. Jcf HUM, P.E., P.E. <br />Date 8/6/26 Lic. No 23461 <br />DESIGNED BY: <br />CJJ <br />CUM BY: <br />IDM <br />CHECKED BY: <br />CJJ <br />>— <br />I CITY OF RAMSEY I <br />V <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 />0 <br />2" HDPE ©05 <br />I � <br />II <br />2" CURB STOP AND <br />I <br />r- (2) 8" 45' <br />DIP BENDS <br />2" CORPORATION <br />8" X 4" PVC WYE 02 <br />RAMSEY BOULEVARD (COUNTY ROAD 56) <br />BOX <br />CONNECT TO EXISTING 8" <br />DIP WATERMAIN WITH 8" <br />GATE VALVE AND BOX <br />EXISTING HYDRANT <br />CONNECT TO EXISTING 8" PVC PIPE <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 />CATCH BASIN <br />m SANITARY SEWER MANHOLE <br />N GATE VALVE <br />6 HYDRANT <br />® CURB STOP <br />GENERAL NOTES <br />1. SEE CITY OF RAMSEY DESIGN STANDARDS DATED <br />2/5/24 FOR ADDITIONAL INFORMATION. <br />2. ALL SEWER, STORM SEWER, AND WATER SERVICES <br />SHALL HAVE TRACER WIRE PER CITY STANDARD <br />DETAILS, CITY SPECIFICATIONS, AND THE MINNESOTA <br />RURAL WATER ASSOCIATION SEWER/WATER UTILITY <br />TRACER WIRE SPECIFICATION. <br />3. THE CONTRACTOR SHALL SUBMIT PLANS TO THE <br />MINNESOTA DEPARTMENT OF LABOR AND INDUSTRY <br />(MDOLI) FOR REVIEW AND APPROVAL. CONTRACTOR <br />SHALL PROVIDE ENGINEER WITH A COPY OF THE <br />REVIEW LETTER. THE ENGINEER WILL REVISE THE PLANS <br />AS REQUIRED TO ADDRESS THE MDOLI COMMENTS. <br />4. ALL WATERMAIN AND WATERMAIN SERVICES SHALL HAVE <br />A MINIMUM BURY DEPTH OF 8 FEET. <br />REFERENCE NOTES <br />10 SEE CITY PLATE NO. SEW-1 AND SEW-2. <br />02 SEE CITY PLATE NO. SEW-3. <br />03 PIPE SHALL BE POLYETHYLENE TECHNOLOGY INC, <br />BLUEULTRA, 250 PSI, PE 4710 I.P.S, ASTM D-2239, <br />SIDR7, NSF/ANSI-14, 61&372. <br />® ON THE WEST SIDE OF THE 4" VALVE F+I A 4" DIP <br />TAPPED CAP WITH 2" CORPORATION. MEGALUG CAP AND <br />VALVE. <br />OS SEE MECHANICAL AND PLUMBING PLANS FOR <br />NVERT= 853.01 (FIELD VERIFY) CONSTRUCTION OF SERVICES INTO THE BUILDING. <br />SCOOTER'S COFFEE <br />® SEE CITY PLATE NO. WAT-4 FOR JOINT CONNECTIONS. <br />© SEE CITY PLATE NO. WAT-1 FOR HYDRANT DETAIL. <br />® SEE CITY PLATE NO. WAT-2 FOR ADDITIONAL <br />INFORMATION. CURB BOX TO BE CONSTRUCTED IN A <br />FORD SERIES A LID COVER. <br />20 0 20 40 <br />SCALE IN FEET <br />UTILITY PLAN <br />CITY OF RAMSEY, MINNESOTA <br />5261.01 <br />