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1801A <br />1801B <br />2000C-2 <br />63 <br />62 <br />61 <br />1802 <br />1801 <br />1803 <br />2801 <br />2800 <br />1800 <br />1801A <br />1801B <br />EX. 1801 <br />2000C-2 2+003+00 <br />4+00 <br />5+006+007+008+00948.2946.2 <br />944.1 <br />942.0939.9937.9935.8947.2945.1 <br />943.1 <br />941.0938.9936.8FILLMOREDRIVEEO <br />F <br />929 <br />. <br />0 <br />EO <br />F <br />93 <br />6 <br />. <br />5EOF938.6#324 <br />#325 <br />#326 <br />#459 <br />#460 <br />#461 <br />#410 <br />#409 <br />#408 <br />#407 <br />#406 <br />#405 <br />#404 <br />#315 <br />#316 <br />#317 <br />#318 <br />OUT BOTHWL 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 />STORM 1801B - 1801-24 <br />910 <br />920 <br />930 <br />940 <br />950 <br />960 <br />910 <br />920 <br />930 <br />940 <br />950 <br />960 <br />STORM 1601 - 1604 <br />910 <br />920 <br />930 <br />940 <br />950 <br />910 <br />920 <br />930 <br />940 <br />950 <br />STORM 1605 - 1604-26 <br />910 <br />920 <br />930 <br />940 <br />950 <br />910 <br />920 <br />930 <br />940 <br />950 <br />33 LF - 12" <br />RCP @ 2.00%CB 1801B (24"X36")RE=943.58BLD=6.6'IE=937.03 SECBMH 1801A (48")RE=943.75BLD=7.5'IE=936.36 NWIE=936.36 SW161 LF - 15" <br />RCP @ 2.16% <br />8 LF - 15" <br />RCP @ 2.20%CBMH EX. 1801 (48")RE=940.21BLD=7.5'IE=932.70 NE (VERIFY)91 LF - 15" <br />RCP @ 0.50%CBMH 1603 (48")RE=927.74BLD=4.5'IE=923.26 SIE=923.26 N84 LF - 12" <br />RCP @ 0.52%CB 1604 (24"X36")RE=927.73BLD=4.0'IE=923.70 N47 LF - 18" <br />RCP @ 0.89%CB 1605 (24"X36")RE=926.90BLD=4.0'IE=922.90 ECBMH 1602 (48")RE=926.91BLD=4.1'IE=922.80 SIE=922.78 WIE=922.80 N31 LF - 15" <br />RCP @ 0.40%FES 1600FLEXAMAT OR APPROVED EQUALIE=920.0 SE (24" )CBMH 1602 (48")RE=926.91BLD=4.1'IE=922.80 SIE=922.78 WIE=922.80 N8" SAN XING <br />IE=916.0 <br />8" WM XING <br />APPRX. <br />8" SAN XING <br />IE=932.1 <br />8" WM XING <br />STORM 1601 - 1606 <br />910 <br />920 <br />930 <br />940 <br />950 <br />910 <br />920 <br />930 <br />940 <br />950 <br />Structure Table <br />STR. # <br />1601 <br />1602 <br />1603 <br />1604 <br />1605 <br />1607 <br />1801A <br />1801B <br />TYPE <br />CBMH <br />CBMH <br />CBMH <br />CB <br />CB <br />CB <br />CBMH <br />CB <br />CASTING <br />CONNECT TO EXISTING 15" STORM SEWER STUB <br />ELEV=932.88 <br />(FIELD VERIFY) <br />R-3067-V <br />R-3067-VBI <br />R-3067-V <br />R-3067-V <br />R-3067-VBI <br />R-4342 <br />R-3067-V <br />R-3067-V <br />CBMH 1601 (60")W/ SAFL BAFFLERE=927.3BLD=9.5'IE=917.71 (3.5' SUMP)IE=922.38 SIE=921.21 EIE=921.21 NWCB 1607 (48")RE=925.85BLD=3.1'IE=922.74 W219 LF - 18" <br />RCP @ 0.70% <br />121 LF - 24" <br />RCP @ 1.00%CBMH 1601 (60")W/ SAFL BAFFLERE=927.3BLD=9.5'IE=917.71 (3.5' SUMP)IE=922.38 SIE=921.21 EIE=921.21 NW12" WM XING <br />APPRX.943.75935.907.9'935.90943.49936.726.8'2.34%940.12932.387.7'2.08%927.079.2'920.08921.11921.11921.110.87%926.613.8'922.86922.86922.863.50%927.103.9'923.20923.200.37%927.563.8'923.760.67%926.613.8'922.86922.86922.86926.743.7'923.040.55%927.07921.119.2'921.11921.11925.29923.172.8'0.95% <br />35 <br />161 <br />119 <br />50 91 83 <br />33 <br />216 <br />932.55 917.921604 <br />1603 <br />1602 <br />1605 <br />66 <br />1604 <br />1603 <br />1602 <br />1601 <br />1607 <br />1600 <br />927. <br />5 <br />1 <br />LP <br />0+00 <br />1 <br />+ <br />0 <br />0 <br />2 <br />+ <br />0 <br />0 <br />927. <br />9 <br />9 <br />2 <br />9 <br />. <br />3 <br />928 <br />. <br />3 <br />9 <br />3 <br />0 <br />. <br />8927.32LP927.32LP8+009+0010+0011+0012+0013+00928.5928.0927.5927.7930.5934.8928.2927.8927.3928.8932.4937.4IVANHOE DRIVE1 <br />8 <br />8 <br />TH IVANHOEDRIVEA <br />V <br />E <br />EOF <br />927. <br />9 <br />E <br />O <br />F <br />9 <br />2 <br />7 <br />. <br />9 <br />#254 <br />#256 <br />#257 <br />#258 <br />#255 <br />#302 <br />#303 <br />#304 <br />#305 <br />SCALE IN FEET <br />0 10050 <br />NORTH <br /> Sep 27, 2021 - 12:49pm - User:tkeeley L:\PROJECTS\20460.70\CAD\Record Plans\Miske Meadows 7th Addition Record Plan Sheets\20460.70-RP-C7-STORM.dwg <br />C7.02 <br />STORM SEWER <br />PLAN (1800) & <br />(1600) <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 />LOWER AND INSULATE <br />WATER SERVICE <br />LOWER AND INSULATE <br />WATER SERVICE <br />REMOVE EXISTING CBMH <br />REMOVE & SALVAGE <br />EXISTING 18" PIPE. <br />INSTALL 24" RCP @ 1.00% <br />REMOVE & SALVAGE 18" <br />FES, ADD ADDITIONAL <br />FLEXAMAT AS REQUIRED <br />TO ACCOMODATE 24" FES <br />VERIFY RIM ELEVATION <br />AND ADJUST AS NECESSARY <br />INSTALL CASTING <br />REMOVE & SALVAGE <br />EXISTING 18" STORM SEWER & FES <br />REPLACE WITH 24" <br />STORM SEWER AND 24" FES <br />REMOVE AND REPLACE <br />TEMPORARY HDPE PIPE <br />WITH RCP OF EQUIVALENT <br />SIZE <br />INSULATE <br />INSULATE <br />GRADE TO DRAIN TO CB 1607 <br />AS NECESSARY <br />A <br />A <br />AA <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