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2003 <br />2004 <br />2002 <br />2001 <br />2000 <br />2000D <br />2000E <br />2000C-2 <br />2000C <br />2000B <br />2000B-2 <br />2000A-2 <br />2000A <br />61 <br />2000C3 <br />2801 <br />2800 <br />1800 <br />1900 <br />1901 <br />2000C-2 <br />2000C3 <br />2000B-2 <br />2000A-2 <br />255+ <br />0 <br />0 256+00257+ <br />0 <br />0 <br />258+00 <br />259+00 260+00 <br />261 <br />+ <br />0 <br />0 <br />26 <br />2 <br />+ <br />0 <br />0 <br />2 <br />6 <br />3 <br />+ <br />0 <br />0 <br />26 <br />4 <br />+ <br />0 <br />0 <br />265+0 <br />0 <br />266+006+007+008+009+00949.8947.9945.7950.9948.7947.2943.58+38.057+008+00937.9935.8938.9936.8948.0 <br />9 <br />HP <br />9 <br />3 <br />1 <br />. <br />3 <br />6 <br />LP948.1 946.5944.0 <br />941.5 <br />939.0 936.49 <br />933. <br />9 <br />9 <br />93 <br />1 <br />. <br />7 <br />9 <br />3 <br />1 <br />. <br />7 <br />93 <br />3 <br />. <br />2 <br />934.7 <br />936.2 <br />947.7 <br />947. <br />6 945.2942.7 <br />940.2 <br />937.74 <br />935.2 <br />4 <br />93 <br />2 <br />. <br />7 <br />9 <br />3 <br />1 <br />. <br />4 <br />93 <br />2 <br />. <br />5 <br />934. <br />0 <br />935.5 937.0FILLMOREDRIVE188THAVENWGRANTCOURTTW <br />I <br />N <br />LAKE <br />S <br />PARKWA <br />Y <br />TWIN <br />LAKES <br />PARKWAY <br />PARKW <br />A <br />Y EOF931.6EOF931.6EO <br />F <br />929 <br />. <br />0 <br />EO <br />F <br />93 <br />6 <br />. <br />5 <br />#463 <br />#410 <br />#409 <br />#408 <br />#407 <br />#411 <br />#412 #413 #414 <br />#442 <br />#499 <br />#465 <br />#464 <br />#296 <br />#297 <br />#504 <br />#505 <br />#506 <br />1 <br />12+0012+18.14???935.2935.4EX. F <br />E <br />S <br /> <br />1 <br />9 <br />0 <br />0 <br />IE=92 <br />5 <br />. <br />1 <br />9 <br />EX. F <br />E <br />S <br /> <br />1 <br />9 <br />0 <br />1 <br />IE=92 <br />2 <br />. <br />0 <br />6 <br />OUTL <br />O <br />T <br /> <br />C <br />OUT <br />OUT <br />BOT BOTHWL <br />HWL <br />INFIL <br />T <br />R <br />A <br />T <br />I <br />O <br />N <br />BASI <br />N <br /> <br />1 <br />1 <br />BTM: <br />9 <br />2 <br />5 <br />. <br />0 <br /> <br />( <br />8 <br />, <br />5 <br />0 <br />0 <br /> <br />S <br />F <br />) <br />INFIL <br />T <br />R <br />A <br />T <br />I <br />O <br />N <br />BASI <br />N <br /> <br />1 <br />0 <br />BTM: <br />9 <br />2 <br />6 <br />. <br />5 <br /> <br />( <br />5 <br />, <br />3 <br />0 <br />0 <br /> <br />S <br />F <br />) <br />OUT: <br />927.0HWL: <br />928.8EOF: <br />929.0 <br />1 <br />1 <br />STORM 2000E - 2100 <br />910 <br />920 <br />930 <br />940 <br />950 <br />960 <br />910 <br />920 <br />930 <br />940 <br />950 <br />960 STORM 2000A - 2000A2-21 <br />910 <br />920 <br />930 <br />940 <br />950 <br />910 <br />920 <br />930 <br />940 <br />950 <br />STORM FES 2000C-3 TO 2000C <br />915 <br />920 <br />930 <br />940 <br />950 <br />960 <br />915 <br />920 <br />930 <br />940 <br />950 <br />960STORM 2000B2 - 2000B-22 <br />910 <br />920 <br />930 <br />940 <br />950 <br />910 <br />920 <br />930 <br />940 <br />950 <br />175 LF - 15" <br />RCP @ 2.80%CBMH 2000D (48")RE=941.78BLD=4.6'IE=937.67 NWIE=937.18 NECBMH 2000C (48")RE=937.22BLD=5.0'IE=932.20 NIE=932.30 SWIE=932.20 E122 LF - 15" <br />RCP @ 2.21%CBMH 2000B (48")RE=934.01BLD=4.5'IE=929.69 NIE=929.50 WIE=929.53 E159 LF - 18" <br />RCP @ 1.65%CBMH 2000A (60")RE=931.06BLD=4.3'IE=926.90 WIE=926.80 NEIE=926.76 SE94 LF - 24" <br />RCP @ 0.50%CB 2000E (24"X36")RE=941.88BLD=4.0'IE=937.90 SECBMH 2001 (60")RE=932.17BLD=9.4'IE=927.14 EIE=926.25 NWIE=926.28 SCBMH 2000A (60")RE=931.06BLD=4.3'IE=926.90 WIE=926.80 NEIE=926.76 SE31 LF - 15" <br />RCP @ 0.96%CB 2000A-2 (24"X36")RE=931.05BLD=4.0'IE=927.10 SWCBMH 2000B (48")RE=934.01BLD=4.5'IE=929.69 NIE=929.50 WIE=929.53 ECB 2000B-2 (24"X36")RE=933.94BLD=4.0'IE=929.97 S31 LF - 15" <br />RCP @ 0.90%CBMH 2000C (48")RE=937.22BLD=5.0'IE=932.20 NIE=932.30 SWIE=932.20 E31 LF - 15" <br />RCP @ 1.01%CBMH 2000C-2 (48")RE=937.24BLD=4.7'IE=932.51 NWIE=932.51 SCONNECT TO EXISTING <br />24" STORM SEWER STUB <br />IE=926.07 <br />(FIELD VERIFY) <br />8" SAN XING <br />IE=920.0 <br />8" SAN XING <br />IE=919.2 <br />8" WM XING <br />8" SAN XING <br />IE=918.5 <br />8" WM XING <br />2000A <br />2000A-2 <br />2000B <br />2000B-2 <br />2000C <br />2000C-2 <br />2000D <br />2000E <br />CBMH <br />CB <br />CBMH <br />CB <br />CBMH <br />CBMH <br />CBMH <br />CB <br />Structure Table <br />STR. #TYPE CASTING <br />8" SAN XING <br />IE=917.6 <br />8" WM XING <br />R-3067-VBI <br />R-3067-VBI <br />R-3067-V <br />R-3067-V <br />R-3067-V <br />R-3067-V <br />R-3067-V <br />R-3067-V <br />33 LF - 15" <br />RCP @ 1.00% <br />38 LF - 15" <br />RCP @ 0.50% <br />FES 2000C3 <br />15" IE=932.70 <br />8" WM XING <br />CBMH 2000C (48")RE=937.22BLD=5.0'IE=932.20 NIE=932.30 SWIE=932.20 E941.76937.614.2'941.73936.93936.934.8'2.06%937.07931.765.3'931.76931.762.95%931.94926.648.8'925.89925.94930.85926.604.3'926.60926.60933.90929.304.6'929.30929.301.70% <br />2.02% <br />0.64%930.95926.884.1'930.85926.604.3'926.60926.600.85% <br />2.24%933.90929.304.6'929.30929.30933.94930.043.9'937.07931.765.3'931.76931.76937.02932.274.8'932.271.55% <br />0.73% <br />932.56 <br />121 <br />160 <br />95 <br />33 <br />175 <br />33 <br />33 <br />40 33 <br />925.99 <br />SCALE IN FEET <br />0 10050 <br />NORTH <br /> Sep 27, 2021 - 12:50pm - User:tkeeley L:\PROJECTS\20460.70\CAD\Record Plans\Miske Meadows 7th Addition Record Plan Sheets\20460.70-RP-C7-STORM.dwg <br />C7.01 <br />STORM SEWER <br />PLAN (2000) <br />LEGEND <br />EASEMENT <br />WATERMAIN <br />SANITARY SEWER <br />EXISTINGPROPOSED <br />STORM SEWER <br />CURB & GUTTER <br />D <br />S S <br />SANITARY SERVICE <br />WATER SERVICE <br />PROPERTY LINE <br />D <br />S S <br />FUTURE <br />SCALE <br />HORIZONTAL: 1"=50' <br />VERTICAL: 1"=10' <br />THE SUBSURFACE UTILITY INFORMATION SHOWN ON THESE PLANS IS A UTILITY QUALITY LEVEL D. THIS QUALITY LEVEL WAS DETERMINED ACCORDING TO THE <br />GUIDELINES OF ASCE/CI 38-02, TITLED "STANDARD GUIDELINES FOR THE COLLECTION AND DEPICTION OF EXISTING SUBSURFACE UTILITY DATA." THE CONTRACTOR <br />AND/OR SUBCONTRACTORS SHALL DETERMINE THE EXACT LOCATION OF ALL EXISTING UTILITIES BEFORE COMMENCING WORK, BY CONTACTING THE NOTIFICATION <br />CENTER (GOPHER STATE ONE FOR MINNESOTA). THE CONTRACTOR AND/OR SUBCONTRACTOR AGREE TO BE FULLY RESPONSIBLE FOR ANY AND ALL DAMAGES, <br />WHICH MIGHT BE OCCASIONED BY HIS OR HER FAILURE TO EXACTLY LOCATE AND PRESERVE ANY AND ALL UTILITIES (UNDERGROUND AND OVERHEAD). <br />IF THE CONTRACTOR ENCOUNTERS ANY DRAIN TILE WITHIN THE SITE, HE OR SHE SHALL NOTIFY THE ENGINEER WITH THE LOCATION, SIZE, INVERT AND IF THE TILE <br />LINE IS ACTIVE. NO DRAIN TILE SHALL BE BACKFILLED WITHOUT APPROVAL FROM THE PROJECT ENGINEER. <br />IT SHALL BE THE RESPONSIBILITY OF THE CONTRACTOR TO RELOCATE ALL EXISTING UTILITIES WHICH CONFLICT WITH THE PROPOSED IMPROVEMENTS SHOWN ON <br />THE PLANS. <br />NOTE: CONTRACTOR AND MATERIAL SUPPLIER SHALL DETERMINE THE <br />MINIMUM DIAMETER REQUIRED FOR EACH STORM SEWER STRUCTURE. <br />Project <br />Location <br />Date Submittal / RevisionNo. <br />Certification <br />Sheet Title <br />Summary <br />Revision History <br />Sheet No.Revision <br />Project No. <br />By <br />Designed:Drawn: <br />Approved:Initial Issue: <br />Phase: <br />Client <br />PAXMAR, LLC. <br />2850 CUTTERS GROVE AVE <br />SUITE 207 <br />ANOKA, MN 55303 <br />MISKE <br />MEADOWS <br />SEVENTH <br />ADDITION <br />ELK RIVER, MN <br />ETL CJS <br />ETL <br />CONSTRUCTION <br />04/26/2021 <br />A <br />20460.70 <br />I hereby certify that this plan, specification or <br />report was prepared by me or under my direct <br />supervision and that I am a duly licensed <br />professional ENGINEER under the laws of the state <br />of Minnesota. <br />If applicable, contact us for a wet signed copy of this <br />plan which is available upon request at Sambatek's, <br />Minnetonka, MN office. <br />Registration No.Date:04/26/202150475 <br />Eric T. Luth <br />A 05/17/21 JB REVISE STORM <br />THESE RECORD PLANS HAVE BEEN PREPARED, IN PART, BASED ON INFORMATION COMPILED AND <br />FURNISHED BY OTHERS. THE ENGINEER HAS NOT VERIFIED THE ACCURACY AND/OR COMPLETENESS <br />OF THE INFORMATION PROVIDED AND SHALL NOT BE RESPONSIBLE FOR ANY ERRORS OR <br />OMISSIONS WHICH HAVE BEEN INCORPORATED INTO THESE RECORD PLANS AS A RESULT. <br />SAMBATEK, INC. <br />09/27/21 <br />C.W. HOULE INC. <br />C.W. HOULE INC. <br />COMPLETED BY: <br />DATE OF COMPLETION: <br />STREET/UTILITY CONTRACTOR: <br />GRADING CONTRACTOR: <br />RECORD PLAN NOTES