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FILLMORE DRIVE NW <br />0+00.00 TO 8+50.00 <br />910 <br />920 <br />930 <br />940 <br />950 <br />960 <br />970 <br />910 <br />920 <br />930 <br />940 <br />950 <br />960 <br />970 <br />0+50956.9951.341+00957.9950.311+50958.0949.272+00957.8948.242+50955.5947.203+00951.7946.163+50949.5945.134+00948.2944.094+50947.8943.055+00949.0942.025+50948.0940.986+00947.4939.946+50946.3938.917+00944.5937.877+50941.2936.848+00937.0935.80167 LF - <br />8 <br />"PVC SDR <br /> <br />3 <br />5 <br /> <br />@ <br /> <br />4 <br />. <br />2 <br />8 <br />% <br />61 <br />RE=938.9 <br />IE=927.0 NE <br />IE=926.9 S <br />BUILD=12.0' <br />199 LF - 8" <br />PVC SDR 35 @ 2.03 <br />% <br />62 <br />RE=943.1 <br />IE=931.2 NE <br />IE=931.0 SW <br />BUILD=12.0' <br />180 LF - 8" <br />PVC SDR 35 @ 2.0 <br />3 <br />% <br />63 <br />RE=946.8 <br />IE=934.9 NE <br />IE=934.8 SW <br />BUILD=12.0' <br />79 LF - 8" <br />PVC SDR 35 @ 1.95 <br />% <br />64 <br />RE=948.4 <br />IE=936.5 N <br />IE=936.4 SW <br />BUILD=12.0' <br />100 LF - 8" <br />PVC SDR 35 @ 1.99 <br />% <br />65 <br />RE=950.5 <br />IE=938.5 S <br />BUILD=12.0' <br />11.3° BEND <br />22.5° BEND <br />22.5° BEND <br />11.3° BEND <br />8" X 6" TEE <br />8" X 8" TEE <br />22.5° BEND <br />HYD <br />6"GV <br />10 LF 6" DIP CL 52 <br />HBOE: 942.8 SMH 46 <br />RE=935.6 <br />IE=919.0 E <br />IE=918.9 N <br />IE=918.8 W <br />BUILD=16.8' <br />20 LF - 8 <br />" <br />PVC @ 4 <br />. <br />2 <br />7 <br />% <br />CONNECT TO EXISTING <br />8" SANITARY STUB <br />ELEV =919.76 <br />(FIELD VERIFY) <br />PROPOSED <br />EXISTING <br />7.5' MIN COVERPROP. STM XING <br />IE-937.0 <br />START UTILITY CONSTRUCTIONCONNECT TO EXISTING <br />8" WATERMAIN <br />ELEV=942.53 <br />(FIELD VERIFY) <br />8" GATE VALVE <br />INSULATE <br />WATERMAIN <br />LOWER & INSULATE <br />WATERMAIN <br />STM XING <br />IE-932.2 (VERIFY) <br />PROVIDE 18" MIN. <br />SEPERATION <br />950.40 <br />938.48 <br />11.9'948.27 <br />936.40 <br />936.40 <br />11.9' <br />946.65 <br />935.17 <br />935.17 <br />11.5' <br />942.95 <br />930.83 <br />930.83 <br />12.1'938.82 <br />926.51 <br />926.51 <br />12.3' <br />935.51 <br /> 16.7'100 <br />2.08% <br />79 <br />1.56% <br />2.41% <br />2.18% <br />4.07% <br />180 <br />198 <br />167 <br />919.71 <br />4.07OUTOUTBOTBOTHWLHWLINFILTRATIONBASIN 10BTM: 926.5 (5,300 SF)OUT:927.0HWL:928.8EOF:929.0189TH AVENUE NW259+00260+00261+00262+00263+00264+00WBP8+38.05 <br />0+00 <br />1+00 <br />2+00 <br />3+ <br />0 <br />0 <br />4 <br />+ <br />0 <br />0 <br />5+ <br />0 <br />0 <br />6+00 <br />7+00 8+00 <br />952.4 <br />950.3 <br />948.2 <br />94 <br />6 <br />. <br />2 <br />9 <br />4 <br />4 <br />. <br />1 <br />94 <br />2 <br />. <br />0 <br />939.9 <br />937.9 935.8 <br />951.3 <br />949.3 <br />947 <br />. <br />2 <br />9 <br />4 <br />5 <br />. <br />1 <br />94 <br />3 <br />. <br />1 <br />941 <br />. <br />0 <br />938.9 <br />936.8 <br />FILLMORE <br />931.36LP939.0936.49933.99931.7931.7933.2937.74935.24932.7931.4932.5952.40 <br />HP <br />9 <br />4 <br />6 <br />. <br />4 <br />3 <br />LP6+007+008+009+0010+001 <br />1 <br />+ <br />0 <br />0951.0952.4951.4949.7948.0 <br />9 <br />4 <br />6 <br />. <br />5951.7952.2950.6948.9947.2WBPWBPWBPWBPWBPWBPWBPWBP189THAVENW189THAVEDRIVE <br />FILLMORE DRIVE TWINPARKWAY941.8941.5EOF939.5#320#321#322#323#324#325#326#459#460#461#462#463#410#409#408#407#406#405#404#403#402#401#400#411#412#316#317#318#319#342#357#358#359#360#361#362#363#3641.9%1.8%931.96 <br />SAN SERV <br />933.67 <br />SAN SERV <br />934.36 <br />SAN SERV <br />932.98 <br />SAN SERV <br />2000 <br />2001 <br />2000 <br />0+00 <br />1+00 <br />2+00 <br />3+ <br />0 <br />0 <br />4 <br />+ <br />0 <br />0 <br />5+ <br />0 <br />0 <br />6+00 <br />7+00 8+00 8+38.05 <br />45 <br />46 <br />48 <br />47 <br />1801A <br />1801B <br />2000C-2 <br />2000C <br />2000B <br />2000B-2 <br />2000A-2 <br />2000A <br />65 64 <br />63 <br />62 <br />61 8" DIP CL 52 8" PVC SDR 358" <br />D <br />I <br />P <br /> <br />C <br />L <br /> <br />5 <br />2 <br /> 8" <br />P <br />V <br />C <br /> <br />S <br />D <br />R <br /> <br />3 <br />5 <br />8" DIP CL 52 <br />CBOX: <br />937.6 <br />CBOX: <br />938.9 <br />CBOX: <br />940.1 <br />CBOX: <br />941.4 <br />CBOX: <br />942.8 <br />CBOX: <br />944.2 <br />CBOX: <br />945.5 <br />CBOX: <br />947.3 <br />CBOX: <br />949.9CBOX: <br />951.8 <br />CBOX: <br />951.6 <br />CBOX: <br />950.4 CBOX: <br />949.0 <br />CBOX: <br />947.9 <br />CBOX: <br />946.8 <br />CBOX: <br />945.5 <br />CBOX: <br />943.9 <br />CBOX: <br />942.0 <br />CBOX: <br />940.4 <br />CBOX: <br />934.3 <br />CBOX: <br />932.9 <br />CBOX: <br />932.7 <br />SERV: <br />0+66 <br />925.6SERV: <br />1+31 <br />926.9 <br />SERV: <br />0+06 <br />928.0 <br />SERV: <br />0+61 <br />929.4 <br />SERV: <br />1+28 <br />930.7 <br />SERV: <br />1+93 <br />932.1 <br />SERV: <br />0+62 <br />933.4 <br />SERV: <br />1+47 <br />936.0 <br />SERV: <br />0+19 <br />938.1 <br />SERV: <br />0+96 <br />939.7 <br />SERV: <br />0+93 <br />939.5 <br />SERV: <br />0+37 <br />938.3 SERV: <br />0+62 <br />937.0 <br />SERV: <br />0+05 <br />935.9 <br />SERV: <br />1+37 <br />934.8 <br />SERV: <br />0+72 <br />933.0 <br />SERV: <br />1+87 <br />931.9 <br />SERV: <br />1+08 <br />930.1 <br />SERV: <br />0+21 <br />928.8 <br /> 8" P <br />V <br />C <br /> <br />S <br />D <br />R <br /> <br />3 <br />5 <br />8'x8'x4"INSULATION(TYP.)8'x8'x4"INSULATION(TYP.)TNH=945.82 <br />38'64' <br />48' <br />33' <br />27' <br />68'40'41' <br />24' <br />52' <br />31'56' <br />25' <br />39' <br />35' <br />38' <br />43' <br />43' <br />44' <br />88' <br />19'42' <br />40'25' <br />40'58' <br />43' <br />22' <br />36' <br />42' <br />60' <br />21' <br />43' <br />35' <br />56' <br />29' <br />49' <br />43' <br />61' <br />36' <br /> Sep 27, 2021 - 12:31pm - User:tkeeley L:\PROJECTS\20460.70\CAD\Record Plans\Miske Meadows 7th Addition Record Plan Sheets\20460.70-RP-C6-UTILITY.dwg <br />C6.03 <br />UTILITY PLAN - <br />FILLMORE <br />DRIVE <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 />SCALE <br />HORIZONTAL: 1"=50' <br />VERTICAL: 1"=10' <br />SCALE IN FEET <br />0 10050 <br />NORTH <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 />8'x8'x4" <br />INSULATION PLANK <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