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188TH AVENUE NW <br />-1+00.00 TO 9+00.00 <br />900 <br />910 <br />920 <br />930 <br />940 <br />950 <br />960 <br />970 <br />900 <br />910 <br />920 <br />930 <br />940 <br />950 <br />960 <br />970 <br />-0+50 0+00927.9927.930+50928.5928.341+00929.9929.341+50931.9930.772+00933.9932.902+50935.9935.723+00937.9938.963+50941.9942.214+00953.9945.464+50959.7948.215+00962.8950.125+50963.0951.206+00961.7951.456+50956.3950.867+00949.2949.787+50944.6948.698+00937.0947.958+50929.8947.2168 <br />RE=951.4 <br />IE=939.4 NW <br />BUILD=12.0' <br />198 LF - 8" <br />PVC SDR 35 @ <br /> <br />2 <br />. <br />9 <br />8 <br />% <br />67 <br />RE=945.5 <br />IE=933.6 SE <br />IE=933.5 NW <br />BUILD=12.0' <br />270 LF - <br />8 <br />" <br />PVC SDR <br /> <br />3 <br />5 <br /> <br />@ <br /> <br />5 <br />. <br />7 <br />0 <br />% <br />66 <br />RE=930.1 <br />IE=918.1 SE <br />IE=918.0 W <br />BUILD=12.0' <br />128 LF - 8" <br />PVC SDR 35 @ 1.79% <br />8" DIP C <br />L <br />5 <br />2 <br />8" DIP CL 52 <br />11.3° BEND <br />8" X 8" TEE <br />8" X 6" TEE <br />8" X 6" TEE <br />11.3° BEND <br />22.5° BEND11.3° BEND <br />HYD <br />6"GV <br />10 LF 6" DIP CL 52 <br />HBOE: 945.9 <br />CONNECT TO EXISTING 8" WATERMAIN <br />ELEV=920.43 <br />(FIELD VERIFY) <br />FUTURE <br />EXISTING7.5' MIN COVERHYD <br />6"GV <br />8 LF 6" DIP CL 52 <br />HBOE: 951.7 <br />HYD <br />6"GV <br />8 LF 6" DIP CL 52 <br />HBOE: 947.4 <br />8" X 6" TEE <br />8" DIP CL 52END UTILITY CONSTRUCTIONPROP. STM XING <br />IE-935.0 <br />8" SAN XING <br />IE-916.5 <br />EX SMH 10 <br />RE=927.9 <br />IE=907.4 N <br />IE=907.4 S <br />BUILD=20.6' <br />BULKHEAD AND ABANDON <br />EXISTING SANITARY SEWER <br />STUB PER CITY SPECIFICATIONS <br />PROP. STM XING <br />IE-923.5 <br />CORE DRILL AND CONNECT TO <br />EX. MH @ IE=915.69 <br />INSTALL 8.3' INTRAFLOW <br />INSIDE DROP TO 907.40 <br />(FIELD VERIFY) <br />11.3° BEND <br />8" GATE VALVE <br />8" GATE VALVE <br />INSULATE <br />WATERMAIN <br />927.86 <br />907.35 <br />907.35 <br />20.5' <br />929.94 <br />917.82 <br />917.82 <br />12.1' <br />945.22 <br />925.67 <br />925.67 <br />19.6' <br />951.26 <br />939.26 <br />12.0' <br />197 <br />6.90% <br />269 <br />129 <br />2.92% <br />COULD NOT FIELD <br /> VERIFY IE ELEV.1.65 INFILT <br />R <br />ATI <br />O <br />N <br />BASIN 9 <br />BTM:922 (20,800 SF)OUT: 924.0 <br />HWL: 925.4EOF: 928.5253+00254+00255+00256+00257+00258+00951.47 <br />HP <br />927. <br />5 <br />1 <br />LP0+00 <br />1+00 <br />2+00 3+00 4+00 <br />5+00 <br />6+0 <br />0 <br />7+00 <br />8+00 <br />927. <br />9 <br />929.3 <br />932.9 939.0 945.5 <br />950.1 <br />951. <br />4 <br />949.8 <br />947.9 <br />928.3 <br />930.8 935.7 942.2 948.2 <br />951. <br />2 <br />950.9 <br />948.7 <br />947.2 <br />928.96 <br />HP927.32 <br />LP <br />927.32 <br />LP <br />7+ <br />0 <br />08+009+ <br />0 <br />010+0011+0012+009 <br />2 <br />9 <br />. <br />092 <br />8 <br />. <br />5 <br />9 <br />2 <br />8 <br />. <br />0 <br />9 <br />2 <br />7 <br />. <br />5927.7930.59 <br />28 <br />.8928.8928.2927.8927.3928.8 <br />IVANHO <br />E <br /> <br /> <br /> <br /> <br /> <br /> <br /> DR <br />IVE 948.09HP <br />944.7946.7948.1946.5944.0941.5945.7947.7947.6945.2942.7188TH <br />WBP <br />WBP <br />WBP <br />WBP <br />WBP <br />AVE NW <br />188T <br />H <br />AVE <br />NW <br />GRANTTWIN <br />TWINLAKESPARKWAYEOF <br />927.9 <br />#468#469#499#275#466#467#465#464#296#297#298#299#254#256#257#258#259#255#266#267#268#269#270#271#272#273#274#300#301#302#303#304945.23 <br />SAN SERV <br />947.77 <br />SAN SERV <br />947.51 <br />SAN SERV <br />945.65 <br />SAN SERV <br />943.85 <br />SAN SERV <br />944.10 <br />SAN SERV <br />0+00 <br />1+00 <br />2+00 3+00 4+00 <br />5+00 <br />6+0 <br />0 <br />7+00 <br />8+00 43 <br />42 <br />44 <br />2301 <br />2000D <br />2000E <br />2303 <br />2302 <br />2300 <br />68 <br />67 <br />66 <br />1601 <br />1605 <br />1602 <br />1603 <br />1604 <br />2203 <br /> 8" PVC SDR 35 <br />8" DIP CL 52 8" PVC SDR 35CBOX: <br />929.8 <br />CBOX: <br />930.9 CBOX: <br />932.8 <br />CBOX: <br />936.5 CBOX: <br />941.5 <br />CBOX: <br />945.1 CBOX: <br />948.3 CBOX: <br />950.9 <br />CBOX: <br />952.1 <br />CBOX: <br />951.1 <br />CBOX: <br />947.6CBOX: <br />942.6 <br />CBOX: <br />938.0 <br />CBOX: <br />947.2 <br />CBOX: <br />945.4 CBOX: <br />944.4 <br />CBOX: <br />951.9 <br />SERV: <br />1+73 <br />939.8 <br />SERV: <br />1+00 <br />939.0 <br />SERV: <br />0+18 <br />937.4 <br />SERV: <br />2+00 <br />930.4 <br />SERV: <br />1+33 <br />925.9 <br />SERV: <br />0+60 <br />917.7 <br />SERV: <br />1+22 <br />919.1 <br />SERV: <br />0+35 <br />920.7 <br />SERV: <br />1+00 <br />924.3 <br />SERV: <br />1+91 <br />929.2 <br />SERV: <br />2+30 <br />932.9 <br />SERV: <br />0+15 <br />938.3 <br />SERV: <br />0+76 <br />938.5 SERV: <br />1+39 <br />940.1 <br />8" DIP CL 52 <br />8'x8'x4" <br />INSULATION <br />(TYP.) <br />EX SMH-10 <br />1607 <br />TOP OFWATERMAIN= 939.332' <br />74' <br />TNH=954.18 <br />TNH=948.68 <br />74'22' <br />40' <br />23' <br />43' <br />27'45'26'16'36'68'24'39' <br />59' <br />44' <br />53' <br />81' <br />36' <br />47'40' <br />40'22' <br />39' <br />42' <br />39' <br />33' <br />48' <br />55' <br />39' <br />32' <br />TNH=950.72 <br /> Oct 12, 2021 - 11:21am - User:tkeeley L:\PROJECTS\20460.70\CAD\Record Plans\Miske Meadows 7th Addition Record Plan Sheets\20460.70-RP-C6-UTILITY.dwg <br />C6.04 <br />UTILITY PLAN - <br />188TH AVENUE <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