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OUT <br />OUT <br />BOTBOTHWL <br />HWL <br />INFILT <br />R <br />A <br />T <br />I <br />O <br />N <br />BASIN <br />1 <br />1 <br />BTM: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 />OUT: <br />INFILT <br />R <br />A <br />T <br />I <br />O <br />N <br />BASIN <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 />253+00 <br />254+0 <br />0 <br />255+ <br />0 <br />0 256+00257+00258+0 <br />0 <br />259+00 260+00 <br />261+ <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+00 <br />WBP <br />WBP <br />951.47 <br />HP5+006+007+008 <br />+ <br />0 <br />0 <br />9+00950.1951.4949.8 <br />9 <br />4 <br />7 <br />. <br />9 <br />945.7948 <br />.2951.2950.9 <br />9 <br />4 <br />8 <br />. <br />7 <br />9 <br />4 <br />7 <br />. <br />2 <br />943.58+38.057+008+00937.9935.8936.8948.0 <br />9 <br />HP <br />9 <br />3 <br />1 <br />. <br />3 <br />6 <br />L <br />P <br />944.7 <br />946.7 <br />948. <br />1 946.5944.0941.5 <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 />945.7 <br />947.7 947.6945.2942.7 <br />940.2 <br />937.74 <br />935.24 <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 <br />WBP <br />WBP <br />WBP <br />WBP <br />WBP <br />WBP <br />WBP <br />WBPFILLMOREDRIVE188THAVE <br />NWGRANT <br />COURTTW <br />I <br />N <br />LAKE <br />S <br />PARKWAY <br />TWIN <br />LAKES <br />PARKWAY <br />TWIN <br />LAKES <br />PARK <br />W <br />A <br />Y <br />#463 <br />#410 <br />#409 <br />#408 <br />#411 <br />#412 #413 <br />#442 <br />#499 <br />#466 <br />#467 <br />#465 <br />#464 <br />#296 <br />#504 <br />#505 <br />#506 12+0012+18.14935.96 <br />SAN SERV <br />931.96 <br />SAN SERV <br />933.67 <br />SAN SERV <br />935.85 <br />SAN SERV <br />934.36 <br />SAN SERV <br />932.98 <br />SAN SERV <br />945.23 <br />SAN SERV <br />947.77 <br />SAN SERV <br />947.51 <br />SAN SERV <br />945.65 <br />SAN SERV <br />944.10 <br />2000 <br />2002 <br />2001 <br />20007+008+008+38.055+006+007+008 <br />+ <br />0 <br />0 <br />9+0043 <br />42 <br />44 <br />45 46 <br />49 <br />48 <br />47 <br />2000D <br />2000E <br />2000C-2 <br />2000C <br />2000B <br />2000B-2 <br />2000A-2 <br />2000A <br />68 <br /> 8" PVC SDR 35 <br />8" DIP C <br />L <br />5 <br />2 <br />8" <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 />CBOX: <br />950.9 <br />CBOX: <br />952.1 <br />CBOX: <br />951.1 <br />CBOX: <br />947.6 <br />CBOX: <br />947.2 <br />CBOX: <br />945.4 <br />CBOX: <br />944.4 <br />CBOX: <br />937.6 <br />CBOX: <br />934.3 <br />CBOX: <br />932.9 <br />CBOX: <br />932.7 <br />CBOX: <br />934.0 <br />CBOX: <br />951.9 <br />SERV: <br />0+66 <br />925.6 <br />SERV: <br />1+73 <br />939.8 <br />SERV: <br />1+00 <br />939.0 <br />0+76 <br />938.5 <br />SERV: <br />1+39 <br />940.1 <br />8 <br />" <br /> D <br />I <br />P <br /> C <br />L <br /> <br />52 HIGH V <br />OLTA <br />GE P <br />O <br />WER LI <br />NE <br />8'x8'x4" <br />INSULATION <br />(TYP.) <br />TOP OF <br />WATERMAIN= 939.3 <br />TNH=939.72 <br />TNH=936.74 <br />26' <br />53' <br />33' <br />31' <br />11' <br />23' <br />31' <br />20' <br />80' <br />73' <br />57' <br />59' <br />49' <br />71' <br />14'62' <br />48' <br />39' <br />72' <br />51' <br />31' <br />54' <br />31'23' <br />TNH=951.48 <br />TWIN LAKES PARKWAY <br />254+00.00 TO 265+50.00 <br />900 <br />910 <br />920 <br />930 <br />940 <br />950 <br />960 <br />900 <br />910 <br />920 <br />930 <br />940 <br />950 <br />960 <br />254+50934.8947.69255+00935.7948.09255+50936.0947.64256+00935.0946.49256+50934.6945.24257+00936.7943.99257+50938.4942.74258+00938.6941.49258+50936.6940.24259+00933.6938.99259+50931.7937.74260+00932.4936.49260+50933.5935.24261+00930.7933.99261+50927.4932.74262+00921.3931.71262+50927.3931.36263+00926.7931.71263+50927.7932.46264+00929.6933.21264+50931.2933.96265+00931.6934.718" DIP CL 52 <br />SMH 49 <br />RE=935.2 <br />IE=921.3 E <br />IE=921.3 S <br />IE=921.2 W <br />BUILD=14.1' <br />135 LF - 8" <br />PVC @ 0.40%199 LF - 8" <br />PVC @ 0.40% <br />SMH 48 <br />RE=933.2 <br />IE=920.7 E <br />IE=920.6 NW <br />BUILD=12.7' <br />SMH 47 <br />RE=931.7 <br />IE=919.8 SE <br />IE=919.7 W <br />BUILD=12.1' <br />164 LF - 8" <br />PVC @ 0.40% <br />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 />134 LF - 8" <br />PVC @ 0.40% <br />SMH 45 <br />RE=939.0 <br />IE=918.3 E <br />IE=918.2 SW <br />BUILD=20.8' <br />149 LF - 8" <br />PVC @ 0.40% <br />SMH 44 <br />RE=942.7 <br />IE=917.6 NE <br />IE=917.5 SW <br />BUILD=25.3' <br />244 LF - 8" <br />Ductile Iron Pipe @ 0.40% <br />SMH 43 <br />RE=948.1 <br />IE=916.5 NE <br />IE=917.1 SE <br />IE=916.4 SW <br />BUILD=31.7' <br />205 LF - 8" <br />Ductile Iron Pipe <br />@ 0.40% <br />8" DIP CL 52 <br />8" DIP CL 52 <br />HYD <br />6"GV <br />14 LF 6" DIP CL 52 <br />HBOE: 936.9 <br />HYD <br />6"GV <br />7 LF 6" DIP CL 52 <br />HBOE: 934.4 <br />8" X 8" TEE <br />TOP OF WM <br />EL=940.3 <br />8" GATE VALVE <br />TOP OF WM <br />EL=939.9 <br />11.3° BEND <br />22.5° BEND <br />8" X 6" TEE <br />22.5° BEND <br />45° BEND <br />8" X 6" TEE <br />11.3° BEND <br />8" X 8" TEE <br />PROPOSED <br />EXISTING 7.5' MIN COVERCONNECT TO EXISTING <br />8" WATERMAIN STUB <br />REMOVE & SALVAGE <br />HYDRANT & 6" GATE VALVE <br />REMOVE 6" PIPE <br />IE= 926.46 <br />(FIELD VERIFY) <br />PROP. STM XING <br />IE-929.7 <br />PROP. STM XING <br />IE-933.2 <br />PROP. STM XING <br />IE-937.7 <br />8" X 8" TEE <br />TOP OF WM <br />EL=940.1 <br />8" X 6" REDUCER <br />TEMPORARY HYD <br />6"GV <br />9 LF 6" DIP CL 52 <br />HBOE: 950.3 <br />START UTILITY CONSTRUCTIONEND UTILITY CONSTRUCTIONPROP. STM XING <br />IE-926.7 <br />EX. 8" DIP CL 52 <br />FUTURE <br />8" DIP CL 52 <br />EXIST. STM XING <br />IE-922.8 (VERIFY) <br />45° BEND <br />45° BEND <br />45° BEND <br />LOWER & INSULATE <br />WATERMAIN <br />8" GATE VALVE <br />TOP OF WM <br />EL=939.9 <br />8" GATE VALVE <br />8" GATE VALVE <br />INSULATE <br />WATERMAIN <br />INSULATE <br />WATERMAIN <br />INSULATE <br />WATERMAIN <br />INSULATE <br />WATERMAIN <br />SCALE IN FEET <br />0 10050 <br />NORTH <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 />C6.02 <br />UTILITY PLAN - <br />TWIN LAKES <br />PARKWAY <br />THE SUBSURFACE UTILITY INFORMATION SHOWN ON THESE PLANS IS A UTILITY QUALITY LEVEL D. THIS QUALITY <br />LEVEL WAS DETERMINED ACCORDING TO THE GUIDELINES OF ASCE/CI 38-02, TITLED "STANDARD GUIDELINES FOR <br />THE COLLECTION AND DEPICTION OF EXISTING SUBSURFACE UTILITY DATA." THE CONTRACTOR AND/OR <br />SUBCONTRACTORS SHALL DETERMINE THE EXACT LOCATION OF ALL EXISTING UTILITIES BEFORE COMMENCING <br />WORK, BY CONTACTING THE NOTIFICATION CENTER (GOPHER STATE ONE FOR MINNESOTA). THE CONTRACTOR <br />AND/OR SUBCONTRACTOR AGREE TO BE FULLY RESPONSIBLE FOR ANY AND ALL DAMAGES, WHICH MIGHT BE <br />OCCASIONED BY HIS OR HER FAILURE TO EXACTLY LOCATE AND PRESERVE ANY AND ALL UTILITIES (UNDERGROUND <br />AND OVERHEAD). <br />IF THE CONTRACTOR ENCOUNTERS ANY DRAIN TILE WITHIN THE SITE, HE OR SHE SHALL NOTIFY THE ENGINEER WITH <br />THE LOCATION, SIZE, INVERT AND IF THE TILE LINE IS ACTIVE. NO DRAIN TILE SHALL BE BACKFILLED WITHOUT <br />APPROVAL FROM THE PROJECT ENGINEER. <br />IT SHALL BE THE RESPONSIBILITY OF THE CONTRACTOR TO RELOCATE ALL EXISTING UTILITIES WHICH CONFLICT WITH <br />THE PROPOSED IMPROVEMENTS SHOWN ON THE PLANS. <br />SCALE <br />HORIZONTAL: 1"=50' <br />VERTICAL: 1"=10' <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