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1 2 3 4 5 6 7 <br />\ � I <br />CNI <br />Drainage & Utility Easement per plat of WATERS EDGE ' 0�O / <br />Ponding & Flowage Easement over all of Drainage & ¢a <br />Utility Easement of Outlot A, WATERS EDGE per Doc. 3:\ <br />A No. 596408 & 3482732 / <br />MN <br />�`Z�` /cI- F, <br />\ \ <br />0F <br />--/-922- \\ \\ �, \ \\ \• <br />\ \ \ \ \ \ \ \ VA \ / / I OTTOM = 917.00 \ ( \ <br />ERMANENT POOL = 920.50 I 923.92 C1 \\ \ <br />B \ \ \ \ \ \ \ , 9 \ \ \ \ \ \ \ \ \ \ I I I I 100 YR HWL = 921.60 = I 923.34 C \\ <br />\ \ \ \ \ 1 EOF = 922.30 I <br />/ 923.25 GL/TC \ \ <br />\ \ \ \ I I \ I \ MEASURED ELEV. 11/03/ 1 = 920. 8 * / \ <br />MEASURED ELEV. 02/21/2 = 92b.4 923.80 TC923.10 CC <br />923.38 GL* <br />\ �( (ICE) I 923.42 GL/TC <br />\\I <br />\ \ <907 TIC <br />Ilk <br />923.75 GL/TC 9 5 GL \ \ \ <br />\ <br />\ I \ 9 8 \\ \\ \ <br />923.88 G L/TC \ 9 4 36 * -A \ \ <br />924.29 TC* \ \ \\ <br />923.87 GL* <br />WL <br />41-00 <br />\ \ \ <br />°' \ \ \ <br />- - - - - - / AF,-J <br />M I ^� r - - J \ \ \ O <br />924.80 C111 * <br />1 / 924.88 C 922.80 G <br />\�--924, \ \ -- -� \ \ \ 7 \ <br />925.00 C <br />925.49 C \ \ \\ \ \ \ <br />/ \ I <br />D I \ \ 925.73 C <br />I \ �925.91C <br />\ 925.98 C \\ \\ \ \ \ \ \ \ ( \\J ;. \ \\ \ \\ \ <br />\ c yr\ \ ( \ \ <br />LID <br />\ ( 926.10 FFE 6> \ \ \ \ \ \ \ \ \ <br />\ \ r' \ \ \ \ \ \ <br />\ \ \ \ rn \ CID <br />\ \ \ 925.89 C o o \ \ <br />\ \ \ 925.77 C ,5/ rnN N <br />rnrn .. <br />\ \ 1 924.92 C ` 1 <br />\ \ I 925.04 C <br />ONEKA ELEMENTARY ) \ \ 925.94 C , 925.13 C <br />J\ / 925.84 C \ \ \ <br />\ \\ \ 925.72 C 924 <br />Drainage &Utility Easement per plat of WATERS E GCE \\ II 926.10 FFE / �/ 925.01 C 924.70 C_- <br />- <br />_ \ \ <br />\ I I \ 925.86 C �\ / / �'� _ 924.21 C* <br />Ponding & Flowage Easement over all of Drainage & - - - - - - -24.18 <br />Utility Easement of Outlot A, WATERS EDGE per Doc. <br />1 \ / / / \ <br />No. 596408 & 3482732 / <br />JUE <br />i \\ \ \ \ \ <br />WL��j �` N€W-NEWAD�Iylj <br />WL\ \ \ \ \ \ \ \ 1 \ I \ <br />WL��i' - - - FFE: 926.10YA3C% <br />924.80 C i / O <br />92 .0 C , O N D / 3/ <br />926.10 FF 925.25 C \ P \ \ \ \ \ \ \ \ <br />BOTTOM = 915.00 \ \ \ \ <br />i <br />5. 3 C ( \ PERMANENT POOL = 918.50 \ \ \ \ \ \ << \ \ <br />Manhole- 924.40 C* 925.20 C / 925.9 C \ \\ 100 YR HWL = 920.30 \ \ \ \ \ \ \\ <br />924.68 C \ <br />N rim=925.53 w i <br />\\ MEASURED ELEV. 11/03/21 = 919.11 \ \ \ \\\ \ <br />Manhole <br />rim 925.34 924 \0 C* - - -� / / 5.55 C 92 .81 C \ \ \\ \ / MEASURED ELEV. 02/21 /22 = 918.3�7 \ \ \ J\ \\ <br />\ / (ICE)\ \ \ \ a\\\\ I <br />/I 925.08 C <br />M / n J SMr�m 925.34� <br />O 92 3 <br />\ I <br />XWat <br />amp s <br />\ / / (not located) <br />Wetland Delineation <br />per Kjolhaug Environmental Services Inc. a, <br />IF \ l - •- J Nov. 2021 <br />(typical) <br />I <br />I <br />I <br />1\ <br />8 <br />I <br />LEGEND <br />- - - 950 - - - - <br />EXISTING CONTOURS <br />950 <br />PROPOSED CONTOURS - MAJOR INTERVAL <br />949 <br />PROPOSED CONTOURS - MINOR INTERVAL <br />- - - - -- - - - - <br />GRADE BREAK LINE <br />GRADE SLOPE <br />EXISTING WETLAND EDGE <br />-NW NW <br />NEW WETLAND EDGE <br />IMPACTED WETLAND <br />SPOT ABBREVIATIONS: <br />950.00 TIC TIC - TOP OF CURB TS- TOP STEP <br />949.50 GL GL - GUTTER LINE BS - BOTTOM STEP <br />B - BITUMINOUS G - GRADE <br />C - CONCRETE FFE - FINISH FLOOR ELEVATION <br />TW - TOP OF WALL EOF - EMERGENCY OVERFLOW <br />BW - BOTTOM OF WALL (F/G) (*) - EXISTING TO BE VERIFIED <br />GRADING NOTES <br />1. Tree protection consisting of snow fence or safety fence installed at the drip line <br />shall be in place prior to beginning any grading or demolition work at the site. <br />2. All elevations with an asterisk (*) shall be field verified. If elevations vary <br />significantly, notify the Engineer for further instructions. <br />3. Grades shown in paved areas represent finish elevation. <br />4. Restore all disturbed turf areas with 6" of good quality topsoil and sod, unless noted <br />otherwise. <br />5. All construction shall be performed in accordance with state and local standard <br />specifications for construction. <br />WETLAND NOTES <br />1. November 2021 the wetland delineation and report was provided by Kjolhaug <br />Enironmental Services Inc. <br />2. The shown Impacted Wetland Area = 10,818 SF <br />NORTH <br />7L77.....� <br />0 15 30 60 <br />Oneka Elementary <br />School Addition and <br />Renovation <br />4888 Heritage Pkwy North <br />Hugo, MN 55038 <br />INDEPENDENT SCHOOL <br />DISTRICT #624 <br />4855 Bloom Avenue <br />White Bear Lake, MN 55110 <br />WOLD ARCHITECTS <br />AND ENGINEERS <br />332 Minnesota Street, Suite W2000 <br />Saint Paul, MN 55101 <br />woldae.com 1 651 227 7773 <br />Larson <br />Engineering, Inc. <br />3524 Labore Road <br />White Bear Lake, MN 55110 <br />651.481.9120 (f) 651.481.9201 <br />www.larsonengr.com <br />© 2021 Larson Engineering, Inc. All rights reserved. <br />I hereby certify that this plan, specifications or report <br />was prepared by me or under my direct supervision <br />and that I am a duly licensed Professional Engineer <br />under the laws of the state of Minnesota. <br />Greg A. Buchal, P.E. <br />Date: Lic. No.: <br />Revisions <br />Date <br />Comm: 12216147 <br />Date: 03.04.2022 <br />Drawn: MTH <br />Check: GAB North <br />GRADING <br />PLAN <br />Scale: <br />N, <br />J <br />\ \ \ \ \ \ 03MO4,2022 SITE PLAN SUBMITTAL <br />NOT FOR CONSTRUCTION 300 <br />,11 <br />