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j <br />OE <br />OE ° <br />30 <br />30 <br />- - <br />- <br />I GAS <br />0 30 4 30 <br />C603 <br />MN / <br />OE 017 <br />1 1 2 <br />1 <br />Iiz I i <br />932.08* TC SAN I <br />931.78* GILTOP=932.1 1 <br />931.84* TC/G L I N V= 913.5 <br />931.97 C 1 I 1 <br />931.90 TC/GL 1 <br />( 32 931.78 C j <br />932.03 C nI' • <br />0II OE OE OE <br />-�- - O <br />30 30\ 30 30 - - <br />130 <br />GAS - GAS GAS GAS GAS <br />0 30\ e 30 \ 30 <br />OE \I OE OE <br />- OF / OF 0 <br />�NO GRADING OR EXCAVATING <br />929.40 B TO OCCUR WITHIN 15' OF <br />POWER POLES (TYP.) <br />I I \ <br />I 4 <br />\ C603 <br />D 1 \ I I <br />\ \ 1 I 1 <br />1 \ 1 I C603 <br />\ \ I o <br />0 0 <br />\\ \\ II I o0 000 °°° 00 <br />0 <br />0 0 0 <br />\ \ I I 00000000000 ° <br />0 0 0 <br />\ I I 1 00000000 0 00� <br />0 00� 00 <br />o i <br />\ \ \ ° <br />\ \ <br />\ \\ \\ II I I 01 <br />\ 4 <br />\\ \ \ \\ \ \\ \\\\ C603 ' <br />\ \ \ \ \ \ <br />E \ � \ \ \ \ \ I 011 \ <br />\ \ \ \ \ 1 I \ <br />\ I I I \ \o I <br />\\ I I 1 \ \ o\ I <br />I I I I 1 <br />I I I \ <br />I I I I of l 1 <br />o <br />\\ \ \ 1 I I 0 II <br />\ \ \ I 1 I ,o <br />F \I tI III III I I / <br />I <br />\I 1 I 111 \ � I <br />1 3 <br />GRADING NOTES <br />1. Tree protection consisting of snow fence or safety fence installed at the <br />drip line shall be in place prior to beginning any grading or demolition <br />work at the site. <br />2. All elevations with an asterisk (*) shall be field verified. If elevations <br />vary significantly, notify the Engineer for further instructions. <br />3. Grades shown in paved areas represent finish elevation. <br />4. All construction shall be performed in accordance with state and local <br />standard specifications for construction. <br />5. See Landscape Plans for restoration. <br />EROSION CONTROL NOTES <br />1. See Sheet C603 for Erosion Control Notes. <br />4 <br />SYMBOL LEGEND <br />- - - 950 <br />- - - <br />EXISTING CONTOURS <br />950 <br />PROPOSED CONTOURS - MAJOR INTERVAL <br />949 <br />PROPOSED CONTOURS - MINOR INTERVAL <br />- - - - -- <br />- - - - <br />GRADE BREAK LINE <br />GRADE SLOPE <br />SILT FENCE <br />SEDIMENT ROLL <br />000000QQo <br />RIP -RAP / ROCK CONST. ENTRANCE <br />0 0 0 0 <br />EROSION CONTROL BLANKET <br />INLET PROTECTION <br />61 <br />r m m m i <br />CONCRETE WASHOUT STATION <br />L . . . J <br />(LOCATE DURING CONSTRUCTION) <br />950.00 TC <br />SPOT ABBREVIATIONS: <br />949.50 GIL <br />TC - TOP OF CURB <br />GIL - GUTTER LINE <br />B - BITUMINOUS <br />C - CONCRETE <br />EOF - EMERGENCY OVERFLOW <br />G-GROUND <br />BS - BOTTOM STAIR <br />TS - TOP STAIR <br />TW - TOP OF WALL <br />BW - BOTTOM OF WALL (F/G) <br />(*) - EXISTING TO BE VERIFIED <br />6 <br />NEW ELEMENTARY <br />iGARAGEX <br />L_�2 <br />'\ <br />SCHOOL <br />\ <br />15198 Forest Boulevard <br />Hugo, Minnesota 55038 <br />' <br />' I \ <br />\! <br />30 <br />30 30 <br />30 <br />30 - <br />3 <br />30 ° <br />-30 <br />30 \ <br />INDEPENDENT SCHOOL <br />SEE SHEET C500 <br />' / <br />DISTRICT #624 <br />/ <br />4855 Bloom Ave <br />GAS GA <br />GAS GAS <br />GAS GAS <br />GAS -GAS -1 GA' <br />( <br />White Bear Lake, Minnesota 55110 <br />30 30 <br />30 <br />30 30 <br />pL- - - - <br />- _DL OE <br />OE <br />OE 0 \ OE <br />OE <br />OE OE <br />OE <br />OE OE <br />I <br />_ <br />\ <br />\ <br />WOLD ARCHITECTS <br />�933 <br />- I <br />/ <br />/ <br />AND ENGINEERS <br />332 Minnesota Street, Suite W2000 <br />Saint Paul, MN 55101 <br />/ <br />woldae.com 1 651 227 7773 <br />KRAUS-ANDERSON® <br />C603 <br />/ � / <br />501 South Eighth Street <br />Minneapolis, MN 55404 <br />I / / <br />935 <br />I <br />I I I / <br />krausanderson.com 1 612 332 7281 <br />_ 935.4.6 B <br />935.32 TC <br />I I/ I <br />Larson <br />934.61 TC <br />934.31 GL <br />/ <br />935.02 GIL <br />I // <br />Engineering, Inc. <br />TC 934.91 TC <br />I I/ � � ' <br />`933.95 GIL // 934.61 GIL / I 9344 I 3524 Labore Road <br />U \ 935.98 TC 935 / White Bear Lake, MN 55110 <br />933.61 TC `� - / <br />933.31 GIL - \ / 935 50 TC 935.68 GIL 936.30 I 935.85* B/C 651.481.9120 (f) 651.481.9201 <br />933.24 GIL <br />933.73 TC <br />933.43 GIL <br />933.28 GIL <br />L / //// <br />1.15 C <br />933.97 TC'< -_ - <br />933.47 GL 9rl 4 - -33.85 TC <br />B-i <br />' 933.35 GIL <br />933.47 TC/GL <br />x <br />933.09 TC <br />932.59 RIM <br />934.20 TC' <br />933.70 GL � <br />„� <br />934.00 TC <br />933.50 GIL <br />932.87 TC <br />932.37 RIM <br />933.63 GIL <br />934.29 TC 935.20 GIL \ ' ' www.larsonengr.com <br />933.99 GIL / 935.89* B/C <br />935.79 TC I <br />935.49 GIL \ I 935-1y <br />935.94 TC / 4 1934 / ©2020 Larson Engineering, Inc. All rights reserved. <br />934.85 GIL 935.44 GIL / C603 / I <br />935.6 TC \ \ / �/ <br />935.36 TC I I ' <br />935.06 GL <br />935.06 GIL 935.50 TC <br />935.49 TC �9 <br />934.99 G <br />GIL��, 935.00 GIL <br />934.62 TC <br />934.12 GIL <br />/ 1 <br />0) n I I \\ l I I I <br />935.60 TC I II I I I <br />935.10 GL / I I / 935.70 I <br />934.33 TC <br />933.85 TC I 933.83 GIL <br />933.35 RIM <br />6 <br />/ C603 TYP. <br />/ 934.62 TC 0)�� <br />934.12 GIL / / I 935.70 <br />9gD934.TC 935.10 TC <br />933.711 GIL <br />934.60 GGIL <br />� <br />934.94 TC 935.29 TC <br />a-z� 934.79 GIL <br />I I - \\ <br />934.41 TC <br />934.11 GIL <br />NEW ELEMENTARY <br />934.48 C j <br />6 <br />935.00 C FIFE: 935.40 (ARCH: 100'-00") <br />\ <br />�/ <br />TYP. C603 <br />� <br />934.36 TC <br />933.98 TC <br />/ <br />933.86 GIL \ <br />933.48 GIL <br />/ <br />934.17 C <br />1 <br />� <br />--------MEMO------------------- <br />MATCHLINE - C300 <br />`4 <br />amm- <br />MATCHLINE - C301 <br />7\7- <br />/ 935.31 C <br />933.30 RIM <br />935.40 FIFE 935.40 FIFE/ <br />I <br />sue\ 935.19 C <br />934.80 C <br />� 935.24 C <br />/ <br />- <br />\ <br />\\ <br />/ <br />I <br />\ <br />935.40 FIFE <br />934 <br />935.33 C <br />934.60 <br />934.45 C <br />934.70 C` <br />\\ <br />935.26 C 935.10 C <br />i <br />_ - 934 60 <br />� 935.40 FIFE/ <br />/ <br />\- <br />/93 0 _ <br />4.5 - <br />934.35 C \ \ \\ <br />935.33 C <br />_ <br />i TC 934.99 TC // l 4 <br />I GL 934.49 GIL / C603 y� <br />35.54 TC 935.70 I m/ c k <br />35.04 GIL <br />rn <br />934.97 B <br />935.57 TC <br />935.07 GIL <br />\ 935.87 TC <br />935.37 GIL 936.13 TC <br />935.63 GIL3 TC <br />3 GIL �� I �� / 1 I I I ' /C) 1 1 <br />��' / I /I / I III I • I� l / <br />937.00 <br />93 936.50 <br />_ _ _ _ _ ■� % I }� I■■I. _ I I I _ . <br />935.32 TC <br />934.82 GIL <br />.47c/�� � I � � � I �1 / I I I I <br />'I? 1 <br />NORTH <br />0 15 30 60 <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 />Matt Woodruff, P.E. <br />Date: 11.20.2020 Lic. No.: 41885 <br />Description <br />Revisions <br />Date Num <br />Addendum #2 <br />December 10, 2020 <br />1 <br />Pond Revisions <br />IJanuary 15, 2021 <br />2 <br />City Submittal <br />IFebruary 5, 2021 <br />Comm: 12196195 <br />Date: 11.20.2020 <br />Drawn: KBK <br />Check: MJW North <br />GRADING AND <br />EROSION <br />CONTROL <br />PLAN - NORTH <br />Scale: Per Plan <br />300 <br />