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7248 SUNWOOD DRIVE <br />100 FLOCCHINI CIRCLE, LLC. <br />O'REILLY AUTO PARTS / <br />////////////// <br />TRASH <br />• <br />tt- GK- tt- «- «- «- <br />a <br />0 <br />0 <br />z <br />0 <br />of <br />0 <br />VI <br />0 <br />0 I CITY OF RAMSEY <br />Eti <br />0 <br />N <br />v) <br />0 <br />0 <br />Z <br />C� <br />E 0 <br />E <br />c�i in <br />DATE REVISION <br />o <br />Nw <br />I <br />I <br />La <br />Lax <br />N <br />i <br />Lu <br />Lu <br />cn <br />8" DIP CAP <br />SAN MH 1 ® <br />CASTING—R-1733 <br />RIM=868.00 <br />INV (E)=854.18 <br />• <br />MASH <br />7222 SUNWOOD DRIVE <br />CASEY'S RETAIL COMPANY <br />%//////////////////////////// <br />/ <br />/ <br />///////////////////////////// <br />CASEY'S GAS STATION <br />0 <br />HYDRANT AND 6" GATE VALVE 07 <br />FACE NOZZLE EAST <br />-ce <br />60 LF 6" DIP WATERMAIN <br />• <br />/ <br />/ <br />/ <br />p x_ <br />FF=870.3 <br />INVERT=862.3 O5 J <br />4" PVC PIPE <br />® 2.00% MINIMUM O2 <br />1- 1' <br />294LF 8" PVC SDR 35 <br />® 0.40% <br />X X 6" DIP TEE 297 LF 8" DIP WATERMAIN <br />I hereby certify that this plan, specification, or report was DESIGNED BY: <br />prepared by me or under my direct supervision and that I CJJ <br />am a duly kicensed Profes ional Engineer under the laws <br />of the Stat of Minr(psota. DRAWN BY: <br />IDM <br />JC,CHUM, P.E., P.E. HUED BY <br />Date 8/6y26 Lic. No 23461 CJJ <br />I CITY OF RAMSEY <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 />• <br />2" CORPORATION <br />HDPE O3 <br />I <br />CURB STOP AN( BOX <br />1111 <br />— (2) 8" 45• <br />DIP BENDS <br />X 4" PVC WYE 0 <br />RAMSEY BOULEVARD (COUNTY ROAD 56) <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 />_» » <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 />>1 GATE VALVE <br />-6- HYDRANT <br />Qy 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 />® SEE CITY PLATE NO. SEW-1 AND SEW-2. <br />® SEE CITY PLATE NO. SEW-3. <br />© 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 />0 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 <br />SCALE <br />UTILITY PLAN <br />CITY OF RAMSEY, MINNESOTA <br />IN <br />20 40 <br />FE� <br />SHEET <br />8 <br />12 <br />SHEETS <br />5261.0' <br />