Loading...
Miske_6_7274+50.20 2 7 0 + 0 0 2 7 1 + 0 0 27 2 + 0 0 273+00 274+00 TWIN L A K E S P A R KW A Y ??? 9 4 0 . 7 9 3 8 . 9 93 7 . 1 935.3 933.5 9 3 9 . 8 9 3 8 . 0 936. 2 934.4 ???41+0042+0043+0044+0045+00CLEVELAND STREET (CO. RD. 40)L AN E NW 1 8 7 TH L AN E NWEOF 935.7EOF934.5EOF932.5E O F 9 2 8 . 5EOF928.4#422 #423 #424 #450 #449 #448 #447 #446 #445 #458 #457 #456 #455 #454 #453 #452 #451 #425 #426 #427 #432 #433 #434 #435 #436 #437 #438 #439 #440 #441 18 17 16 15 11 10 9 8 7 6 5 4 3 2 9 10 11 4 5 6 7 8 9 10 11 12 13 14 15 16 3 2 2 3 3 1 938.15HP9 3 8 . 6 3HP 9 3 4 . 1 3 L P 0+001+002+003+004+00 5 + 0 0 6 + 0 0 7 + 0 0 8 + 0 0 9 + 0 0 1 0 + 0 0 936.0936.8938.1937.3 935.6 9 3 4 . 2 9 3 5 . 0 9 3 6 . 6 9 3 8 . 2 9 3 8 . 3 9 3 7 . 1 936.2937.5938.0936.4 934 . 8 9 3 4 . 3 9 3 5 . 8 9 3 7 . 4 9 3 8 . 6 9 3 7 . 7 EX. FE S 4 4 0 1 IE=92 9 . 8 0 EX. FE S 4 4 0 0 IE=92 8 . 8 2 2106 2106A 2107 2108 2103 2109 2101 2102 2105 4400B 4400A 2104A 2104 3001 3000 2100 2901 2900 REMOVE 33LF 15" HDPE 59 52 55 58 60 53 57 56 INFILT R A T I O N BASIN 1 2 BTM:9 2 5 . 0 ( 1 2 , 2 0 0 S F ) OUT: 9 2 6 . 0 HWL: 9 2 8 . 0 EOF: 9 2 8 . 5 OUTBOTHWL STORM 2100 - 2109 920 930 940 950 960 920 930 940 950 960 CB 2109 (24"X36")RE=934.98BLD=4.1'IE=930.90 S32 LF - 15" RCP @ 1.00%CBMH 2108 (48")RE=935.20BLD=4.6'IE=930.58 NIE=930.58 W66 LF - 15" RCP @ 1.00%CBMH 2107 (48")RE=935.74BLD=5.8'IE=929.92 EIE=929.92 S112 LF - 18" RCP @ 0.78%CBMH 2106 (60")RE=937.37BLD=8.3'IE=929.05 NIE=933.13 NEIE=929.05 W53 LF - 18" HDPE @ 0.45%CBMH 2105 (48")RE=933.62BLD=4.8'IE=928.81 EIE=928.81 W130 LF - 18" HDPE @ 0.53%CBMH 2104 (60")RE=931.23BLD=3.1'IE=928.12 EIE=928.12 NWIE=928.12 SW139 LF - 24" HDPE @ 0.50%CBMH 2103 (72")RE=934.99BLD=7.6'IE=927.42 NEIE=927.42 SE100 LF - 27" RCP @ 0.50% 31 LF - 27" RCP @ 0.50%CBMH 2102 (72")RE=933.85BLD=6.9'IE=926.92 NWIE=926.92 SWCBMH 2101 (60")W/ SAFL BAFFLERE=933.8BLD=10.6'IE=923.26 (3.5' SUMP)IE=926.76 NEIE=926.76 SW161 LF - 30" RCP @ 0.47% FES 2100 FLEXAMAT OR APPROVED EQUAL IE=926.0 NE (30" ) STORM 3001 - 3000 920 930 940 950 960 920 930 940 950 960 FES 3001 IE=926.0 NW (24" ) 41 LF - 24" RCP @ 0.50% FES 3000 FLEXAMAT OR APPROVED EQUAL IE=925.8 SE (24" ) 8" SAN XING IE=924.38" WM XING 8" WM XING 8" WM XING PROVIDE INSULATION SEE DETAIL 3404 FES Table 3000 3001 FES FES 24" 24" 925.8 926.0 Structure Table STR. # 2100 2101 2102 2103 2104 2105 2106 2107 2108 2109 TYPE FES CBMH CBMH CBMH CBMH CBMH CBMH CBMH CBMH CB DIA. 30"Ø 60"Ø 72"Ø 72"Ø 60"Ø 48"Ø 60"Ø 48"Ø 48"Ø RIM 933.8 933.8 935.0 931.2 933.8 937.3 935.7 935.2 935.0 BLD 10.6 6.9 7.6 3.1 5.0 8.3 5.8 4.6 4.1 IE 926.8 926.9 927.4 928.1 928.8 929.0 929.9 930.6 930.9 CASTING 2' X 3' 926.0 R-3067-V R-3067-V R-3067-V R-3067-V R-4342 R-4342 R-3067-V R-3067-VB 8 X 8 R-3067-VB 8 X 8 8 X 8CBMH 2104 (60")RE=931.23BLD=3.1'IE=928.12 EIE=928.12 NWIE=928.12 SWSTORM 2106 - 2106A 920 930 940 950 960 920 930 940 950 960 STORM - 6TH-20 920 930 940 950 960 920 930 940 950 960 CBMH 2106 (60")RE=937.37BLD=8.3'IE=929.05 NIE=933.13 NEIE=929.05 WCB 2106A (24"X36")RE=937.29BLD=4.0'IE=933.29 SW32 LF - 15" RCP @ 0.49% STORM 2900 - 2901 920 930 940 950 960 920 930 940 950 960 48 LF - 24" RCP @ 0.50% FES 2900 FLEXAMAT OR APPROVED EQUAL IE=922.8 N (24" ) STORM 4400A - 4400B 920 930 940 950 960 920 930 940 950 960 CBMH 4400A (48")RE=932.93BLD=7.2'IE=929.21 SE33 LF - 15" RCP @ 1.10%CBMH 4400B (48")RE=933.57BLD=4.0'IE=929.57 NW8" SAN XING IE=926.1 FES 2901 IE=923.0 S (24" ) 8" WM XING 8" WM XING 2900 FES 24"922.8 FES Table STR. LBL TYPE DIA.IE FLEXAMAT 4400A 4400B CBMH 48"Ø 932.9 933.6 7.2 4.0 2104A 2106A CBMH CB 27"Ø 2' X 3' 932.4 937.3 3.2 4.0 929.2 933.3 Structure Table STR. #TYPE DIA.RIM BLD IE CASTING 932.9 933.6 R-4342 R-3067-V R-3067-VB R-3067-VB 8 X 8 EXISTING 85 LF - 15" HDPE @ 1.15% FES 4400 IE=928.8 SE (15" ) FES 4401 IE=929.8 NW (15" ) CONNECT EX. 15" HDPECONNECT EX. 15" HDPE 48"ØCBMH REMOVE 33 LF 15" HDPECBMH 2104 (60")RE=931.23BLD=3.1'IE=928.12 EIE=928.12 NWIE=928.12 SWCBMH 2104A (48")RE=932.46BLD=3.3'IE=929.18 SE207 LF - 15" HDPE @ 0.51% SCALE IN FEET 0 10050 NORTH Aug 31, 2020 - 3:47pm - User:Csyverson L:\PROJECTS\20460.06\CAD\Record Plan\Miske Meadows 6th Addition Record Plans\20460.07 - RP - C7-STORM.dwg C7.02 STORM SEWER PLAN & PROFILE (MISC) Project Location Date Submittal / RevisionNo. Certification Sheet Title Summary Revision History Sheet No.Revision Project No. By Designed:Drawn: Approved:Initial Issue: Phase: Client PAXMAR, LLC. 2850 CUTTERS GROVE AVE SUITE 207 ANOKA, MN 55303 MISKE MEADOWS SIXTH ADDITION ELK RIVER, MN ETL CJS ETL RECORD PLANS ##/##/2020 20460.07 I hereby certify that this plan, specification or report was prepared by me or under my direct supervision and that I am a duly licensed professional ENGINEER under the laws of the state of Minnesota. If applicable, contact us for a wet signed copy of this plan which is available upon request at Sambatek's, Minnetonka, MN office. Registration No.Date:##/##/202050475 Eric T. Luth ##/##/2020 RECORD PLANS THESE RECORD PLANS HAVE BEEN PREPARED, IN PART, BASED ON INFORMATION COMPILED AND FURNISHED BY OTHERS. THE ENGINEER HAS NOT VERIFIED THE ACCURACY AND/OR COMPLETENESS OF THE INFORMATION PROVIDED AND SHALL NOT BE RESPONSIBLE FOR ANY ERRORS OR OMISSIONS WHICH HAVE BEEN INCORPORATED INTO THESE RECORD PLANS AS A RESULT. SAMBATEK, INC. 08/25/2020 C.W. HOULE COMPLETED BY: DATE OF COMPLETION: STREET/UTILITY CONTRACTOR: RECORD PLAN NOTES RECORD PLAN LEGEND EASEMENT WATERMAIN SANITARY SEWER EXISTINGPROPOSED STORM SEWER CURB & GUTTER D S S SANITARY SERVICE WATER SERVICE PROPERTY LINE D S S FUTURE SCALE HORIZONTAL: 1"=50' VERTICAL: 1"=10' 926.28 926.13 925.32 933.60925.95925.95922.59926.35926.35933.53926.78926.78934.74927.55927.55931.25927.55928.18928.18933.64928.66932.35937.10928.51929.57929.45935.86930.41930.39934.98930.74934.84922.95 922.89 927.55927.55931.25927.55929.26932.48928.66932.35937.10928.51932.68937.10929.13933.11929.50932.930.37% 0.39% 1.29% 0.43% 0.55%0.48%0.62% 0.71%1.24%1.03% 0.13% 0.83% 1.03% 1.12%