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#20- Lake Elmo Elementary
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#20- Lake Elmo Elementary
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93 <br />0 <br />93 <br />2 <br />9 <br />3 <br />4 <br />9 <br />3 <br />6 <br />93 <br />8 <br />9409409 <br />3 <br />8 <br />93 <br />6 <br />93 <br />4 <br />932 <br />93092 <br />6 <br />924 <br />922 <br />9 <br />1 <br />8 <br />920 <br />9 <br />1 <br />6 <br />91 <br />4 <br />912 <br />910 <br />910 912914916918920922922920918916914912 <br />9109 <br />1 <br />4916 <br />9209 <br />3 <br />4 <br />9 <br />3 <br />6 <br />9429449 <br />3 <br />8 <br />9 <br />3 <br />0 <br />928 926 920 918 916914912910908906 904 904906918 920 922920930922924 <br />9189 <br />3 <br />2 <br />922924926928924926 <br />928 <br />930932934936930928926924NEW ELEMENTARYFFE: 931.00 (ARCH: 100'-0")SOFT SURFACEPLAY AREAHARD SURFACEPLAY AREA13930930930925920910930930 <br />930925925920920925920915915920925930915920915905900930930935940930935 RIP-RAP @ OUTLETSILT FENCEAROUND INLETRIP-RAP @OVERFLOWRIP-RAP @ OUTLETINLET PROTECTION (TYP.)INLET PROTECTION (TYP.)RIP-RAP @ OUTLETSEDIMENT LOG (TYP.)SEDIMENT LOG (TYP.)SILT FENCE (TYP.)9 <br />3 <br />5 <br />9 <br />3 <br />0 <br />930 <br />930 <br />ROCK CONSTRUCTIONENTRANCESILT FENCEAROUND INLET928929928928927926924926929929928927928927926929923922921921922923924925926927928929931.00 FFE931.00 FFE931.00 FFE931.00 FFE931.00 FFE931.00 FFE931.00 FFE931.00 FFE931.00 FFE931.00 FFE930.66 C928.77 C928.47 C928.57 TC928.07 GL928.27 TC927.77 GL925.17 TC924.87 RIM925.32 C928.12 TC927.62 GL928.27 C926.89 B/C927.01 B926.86 B923.90 TC923.60 GL928.72 TC928.22 GL928.87 C930.85 TW927.35 BW930.85 C930.63 C930.85 C930.78 C930.64 C930.59 C930.54 C930.92 C930.85 C930.49 C930.44 C930.39 C926.46 TC925.96 GL930.83 C930.74 C930.79 C930.64 C/B930.52 B/C929.94 B930.12 B927.20 RIM930.85 TS927.30 BS930.92 C929.50 C929.32 C927.79 B/C927.91 B926.88 C926.59 C930.00 G930.00 G929.55 TC929.05 GL929.62 C929.64 C930.41 C930.53 C930.80 G930.92 C930.37 B930.19 B927.21 C927.44 C930.88 C930.68 C929.84 C930.58 C929.74 C927.74 C927.64 C927.52 C927.62 C919.78 TC(EOF)919.48 GL919.62 TC919.12 RIM928.58 TC928.38 GL929.93 TC929.43 GL929.28 GL/TC928.60 GL/TC921.59 TC921.29 GL921.43 TC920.93 GL925.80 TC925.30 GL926.29 TC925.79 GL928.68 TC928.18 RIM929.58 TC928.88 RIM929.48 GL/TC928.80 GL/TC930.79 C930.79 C930.15 C930.14 C929.64 C930.51 C929.84 C930.61 C930.82 C930.73 C930.09 C929.89 C929.56 C929.81 C930.08 C930.24 C930.00 C930.19 C930.07 C930.61 C927.97 GL/TC927.88 GL/TC928.47 C928.38 C928.88 TC928.38 GL927.65 TC927.35 GL924.34 TC923.84 RIM926.58 TC926.08 GL926.31 TC925.81 GL926.73 TC926.23 GL926.88 C926.71 C926.46 C925.53 TC925.03 GL926.68 C925.63 TC925.33 GL927.85 TC927.55 GL925.99 TC925.66 GL927.64 TC927.34 GL925.75 TC925.45 GL927.85 TC927.55 GL923.71 TC923.21 GL926.74 B/C925.66 B927.80 C928.37 TC931.41 TC931.41 TC930.98 GL927.10 C927.22 C927.87 B/C927.71 TC927.21 GL930.03 TC929.53 GL929.15 TC928.85 GL930.54 TC930.04 GL930.92 TC930.42 GL930.58 TC930.08 GL929.75 TC929.25 GL928.52 TC928.22 GL929.55 TC929.05 GL929.03 C930.10 G926.95 C927.17 C927.24 C927.99 B931.00 C930.93 C930.93 C930.64 B930.01 C930.52 B930.41 B930.15 B929.98 B930.00 B930.18 B929.55 C929.37 C929.70 C929.52 C930.00 G929.50 B929.32 B/AG929.42 B928.41 B928.21 B930.47 C930.49 C931.00 CADA ZONE - MAX SLOPE2% (ANY DIRECTION)9289279269249239229219199189179169149169179189199219219229239249199189179169149139129119099089079069049039029018998989269279 <br />28929931929932933934936937938939941942929931932933934 915.00 (OF)10' WIDEMAINTAIN EXISTINGCROSS SLOPE (≈ 2.00%)MAINTAIN EXISTINGCROSS SLOPE (≈ 2.00%)MAINTAIN EXISTINGCROSS SLOPE (≈ 2.00%)93 <br />8 <br />9 <br />3 <br />6 <br />9 <br />3 <br />7 <br />93 <br />4 <br />9 <br />3 <br />3 <br />9 <br />3 <br />2 <br />9 <br />3 <br />1 <br />929 <br />929 <br />931 <br />931 INFILTRATION BASIN #1 (7P)100-YEAR HWL: 917.10OUTLET: 916.50BTM: 915.00INFILTRATION BASIN #2 (8P)100-YEAR HWL: 915.19OUTLET: 915.00BTM: 914.00MATCH LINE - SEE SHEET C302MATCH LINE - SEE SHEET C304MATCH LINE - SEE SHEET C301MATCH LINE - SEE SHEET C302P:\Projects\Projects - 2023\12236128 - New Stillwater Elementary School - Wold\C. Design\Drawing Files\12236128 - C300 Grading & Erosion Control Plan.dwg <br /> 08-23-2024 PRELIMINARYPLAT SUBMITTALRevisionsDescriptionDateNumNorthCheck:Drawn:Date:Comm:MTH08-23-2024122361283524 Labore RoadWhite Bear Lake, MN 55110651.481.9120 (f) 651.481.9201www.larsonengr.comC 2024 Larson Engineering, Inc. All rights reserved.3524 Labore RoadWhite Bear Lake, MN 55110651.481.9120 (f) 651.481.9201www.larsonengr.comLarsonEngineering, Inc.Greg A. Buchal, P.E.Date: Lic. No.:08.23.202423793I hereby certify that this plan, specifications or reportwas prepared by me or under my direct supervisionand that I am a duly licensed Professional Engineerunder the laws of the state of Minnesota.0NORTH204080INDEPENDENT SCHOOLDISTRICT #834New Lake ElmoElementary School1875 Greeley St S, Stillwater, MN55082Corner of 10th Streen North andLake Elmo Avenue NorthLake Elmo MN 55042AFEDCBA12345678MNNORTHEAST:GRADING ANDEROSIONCONTROLPLANC3021.Tree protection consisting of snow fence or safety fence installed at thedrip line shall be in place prior to beginning any grading or demolition workat the site.2.All elevations with an asterisk (*) shall be field verified. If elevations varysignificantly, notify the Engineer for further instructions.3.Grades shown in paved areas represent finish elevation.4.All construction shall be performed in accordance with state and localstandard specifications for construction.5.Permittees must not excavate infiltration systems to final grade, or withinthree (3) feet of final grade, until the contributing drainage area has beenconstructed and fully stabilized unless they provide rigorous erosionprevention and sediment controls (e.g., diversion berms) to keep sedimentand runoff completely away from the infiltration area.GRADING NOTESSYMBOL LEGENDSYMBOL LEGENDPROPOSED CONTOURS - MAJOR INTERVALGRADE BREAK LINEPROPOSED CONTOURS - MINOR INTERVAL949950950EXISTING CONTOURS2.0%950.00 TC949.50 GLGRADE SLOPESPOT ABBREVIATIONS:TC - TOP OF CURBGL - GUTTER LINEB - BITUMUNOUSC - CONCRETEG - GRADEEOF - EMERGENCY OVERFLOWOF - OVERFLOWTW - TOP OF WALLBW - BOTTOM OF WALL (F/G)AG - AGLIME(*) - EXISTING TO BE VERIFIEDEASEMENT LINEPROPERTY LINERIGHT OF WAY LINERIP-RAP / ROCK CONST. ENTRANCESEE DETAIL X/CX00 OR X/CX00 OR X/CX00INLET PROTECTION, SEE DETAIL X/CX00SEDIMENT LOG, SEE DETAIL X/CX00SEDIMENT LOG, SEE DETAIL X/CX001.See sheet C300 for City of Lake Elmo Grading and Erosion StandardPlan notes.CITY NOTESBENCHMARKELEVATIONS BASED ON INFORMATION ASSHOWN ON THE TKDA WATERMAIN PLANS -SHEET C502 DATED 4/15/2014. TOP NUTHYDRANT 400 ' N. OF 10TH STREET.ELEVATION = 939.37
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