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15 0 T H S T R E E T N GENERATION AVENUE N | | | 1 2 1 4 OUTLOT B (PARK) 5 3 11 12 13 5 1 9 8 7 6 6 71234 2 3 4 21 20 19 18 17 16 15 14 10 9 8 7 6 5 4 3 2 1 EXISTING STORMWATER BASIN OUTLET 930.2 HWL 931.2 COMMON SPACE 2 BLOCK 1 BLOCK 2 OUTLOT A1234 BL O C K 2 BLOCK 3BLOCK 4 BLOCK 5 BLOCK 6 OUTLOT A > > > > > > EXPANDED STORMWATER BASIN FOREBAY >>>>>>>>>> 8 9 10 >> >> | | | | || || >>>>>> >> >> >> >> >> >> >> >> >> >> >> >> >> >> >> >> >> >> >> | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | ||| || || OUTLOT A OUTLOT A BLOCK 6 BLOCK 6 >> S2 CONNECT TOEX. 8" PVC STUBEX INV = 922.6' ± 9 4 ' - 8 " P V C @ 0 . 5 % 99' - 8" PVC@ 0.5% STA 9+21SAN MH 5RE 933.85IE 927.40 (E) 28 3 ' - 8 " P V C @ 0 . 5 % 189' - 8" PVC @ 0.5% 8" WATER 8" W A T E R 8 " W A T E R 8" WATER 6" WATER CB B1RE 932.78IE 929.38 W10 S2 CONNECT TO EXISTING 8"DIP WATER STUB W/ 8"GATE VALVE & 45d BEND 42' - 10" PVC@ 0.28% ST1 1 3 ' MI N S3 W12 W2 W1 CB A5RE 933.33IE 929.79 W3 W4 ST4 S4 W11 14' - 8" PVC @ 1.0% CB D3RE 933.60IE 930.85 144' - 15" H D P E @ 0 . 2 % CB D4RE 933.60IE 930.92 24' 12" PVC @0.28% W8 ST1 W3 W8 W5 STA 3+16.88SAN MH 2RE 933.35IE 924.34 (N)IE 924.24 (S) CBMH A3RE 932.48IE 929.40 73' - 15" RCP @ 0.4% ST2 FES B2IE 929.69 ST5 HW J2IE 930.20 STMH D1RE 933.80IE 930.18 ST3 HW G1IE 930.18 ST4 ST1 CB I1RE 933.59IE 930.63 CB F1RE 933.93IE 930.67 15 2 ' 1 5 " H D P E @ 0 . 2 % CB C1RE 932.99IE 929.61 24' - 10" PVC@ 0.28% STA 12+17.66SAN MH 6RE 934.84IE 924.15 (E)IE 925.25 (N) S1 166' - 8 " P V C @ 0 . 5 % 8" W A T E R W10 S1 C3 S2 W10 S2 W10 W10 W8 S4 W11 S3 W12 S3 W12 S3 W12 S3 W12 HW I2IE 930.82 STA 14+22.31SAN MH 5RE 934.48IE 923.20(N&W)IE 923.10(S) 9 4 ' - 8 " P V C @ 0 . 5 % STA 2+13.37SAN MH 2RE 934.03IE 923.77(N)IE 923.67 (S) S1 309' - 8" PVC @ 0.5% S2 W10 S2 W10 S2 W10 S2 W10 S2 W10 S2 W10 S2 W4 W2 W1 W3 W10 S2 W4 W2 W1 W3S2 W10 S2 W10 S2 W10 S2 W10 S2 W10 S2 W10 S2 W10 W8 STA 6+28.95SAN MH 4RE 933.21IE 925.99 (W)IE 925.89 (S) W10 S2 W10 S2 W10 S2 W10 S2 W10 S2 W10 S2 W10 S2 W10 S2 W10 S2 S2 W10 S2 W10 S2 W10 W3 W8 CB A4RE 933.33IE 929.72ST1 S2 W10 S2 W10 S2 W10 S2 W10 S2 W10 S2 W10 W2 W1 ST1 FES DIE 930.14 ST5 CBMH D2RE 933.59IE 930.56 W6 C7 C10 C9 SAN MH 5RE 934.25IE 924.32 (W)IE 924.22 (E) S1 C6 W10 S2 W8 C5 W3 10. 5 ' 10.5' 1 0 . 5 ' 10. 5 ' W7 110 ' 1 0 " P V C @ 0 . 5 2 % W10 S2 W10 S2 HW G2IE 929.90 ST4 C8 CB C2RE 932.99IE 929.67 W10 S2 CB A2RE 932.69IE 929.30 CB A1RE 932.69IE 929.26 C1 C2 ST1 37' - 8 " P V C @ 2 . 7 6 % STA 10+25SAN MH 4RE 934.19IE 926.19(S) W7 W7 S2 W10 ST1 FES AIE 929.0 88' - 24" RCP @0.30% 24' - 24" HDPE@ 0.14% 84 ' - 1 8 " H D P E @ 0 . 1 2 % 19 0 ' - 1 5 " H D P E @ 0 . 1 7 % HW J1IE 930.42 22' - 8" PVC@1.0% ST4 28' - 8" PVC@ 1% W8 W4 24' - 10" PVC @0.28% 10.5' 10 . 5 ' 10.5 ' ST2 12.9' 155' - 12" PVC@ 0.22% ST 5 ST 6 18' - 18" RCP@0.55% ST 2 C11 C13 C12 3. 5 ' 4. 8 ' C4 W10 S2 13' MIN . W10 W8 S2 41' - 24" RCP @0.00% FES F2IE 927.0 FES F1IE 927.0 ST6 ST5 A1 UTILITY PLAN 1" = 30' 9030 SCALE IN FEET Know what's below. Call before you dig. R DRW25001 PROJECT NO. PRELIMINARY PLAT, SITE PLAN, AND REZONING REVIEW 04/20/26 NOT FO R CONST R U C T I O N SHEET CERTIFICATION REVISION DATE ISSUE PROJECT D E S I G N C I V I L E N G I N E E R I N G | L A N D S C A P E A R C H I T E C T U R E 3 1 0 4 T H A V E S O U T H , S U I T E 1 0 0 6 M I N N E A P O L I S , M N 5 5 4 1 5 www.elanlab.comp 612.260.7980 f 612.260.7990 1 2 3 4 5 6 E D C B A 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. Stephen M. Johnston 18914 04/20/2026 NOT FO R CONST R U C T I O N REGISTRATION NO. DATE ONEKA LAKE RESERVE HUGO, MN ONEKA LAKE, LLC DON WILLENBRING 2120 WUTHERING HEIGHTS ROAD EAGAN, MN 55122 651-363-3915 C-301 UTILITY PLAN KEY NOTES SANITARY SEWER WATER MAIN LEGEND STORM SEWER>> DOMESTIC WATER SERVICE WITH CURB STOP|| SANITARY SEWER SERVICE CATCH BASIN STORM OR SANITARY MANHOLE FLARED END SECTION GATE VALVE FIRE HYDRANT W1 W2 W5 FIRE HYDRANT 6" GATE VALVE 8" X 8" TEE W6 DEFLECT AT JOINTC4 C-504 C5 C-504 A1 C-504 S1 SANITARY MANHOLE A2 C-504 S2 NEW 4" PVC SERVICE A4 C-504 ST1 ST2 CATCH BASIN MANHOLE WITH SUMP A1 C-505 A2 C-505 ST3 STORM MANHOLE WITH SUMP A5 C-504 W3 8" GATE VALVE W4 8" X 6" TEE W7 8" - 22.5° BEND W8 8" - 45° BEND W10 NEW 1" SERVICE GROUP CONSISTING OF 1" CORP WITH SADDLE 1" COPPER (TYPE K) PIPE & 1" CURB STOP W/ BOX W11 EXISTING 1" SERVICE GROUP TO BE ABANDONED W12 EXISTING 1" SERVICE GROUP TO BE USED S3 EXISTING 4" PVC SERVICE TO BE USED S4 EXISTING 4" PVC SERVICE NOT USED CATCH BASIN MANHOLE ST4 ST5 CONCRETE HEADWALL WITH HAND PLACED RIP RAP ON DOWNSTREAM END A4 C-505 C2 C-505 W9 NOT USED CROSSINGS C1 BOTTOM STM 929.1 TOP WTR 925.5 C2 BOTTOM STM 929.1 TOP SAN 926.6 C3 BOTTOM STM 929.4 TOP WTR 925.8 C4 BOTTOM STM 929.6 TOP SAN 925.8 C5 BOTTOM WTR 926.2 TOP SAN 923.8 C6 BOTTOM STM 930.7 TOP SAN 923.4 CATCH BASIN WITH SUMP RCP FLARED END SECTION WITH RIP RAP ST6 PILING FOR STORM SEWER APRONS C7 BOTTOM STM 930.4 TOP WTR 927.0 C8 BOTTOM STM 930.4 TOP SAN 925.0 C9 BOTTOM STM 930.4 TOP SAN 925.1 C10 BOTTOM STM 930.4 TOP WTR 926.4 C11 BOTTOM STM 929.1 TOP WTR 926.0 C12 BOTTOM STM 929.1 TOP WTR 925.5 C13 BOTTOM STM 929.1 TOP WTR 925.7 HEADWALL C4 C-505