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921.75* C ^ \ . 922.35*TC 92182* C 92 85* GL GRADING NOTES KEY NOTES GENERAL o 922.33 C o cN 922.38 C 921.96*TC/GL 1. Tree protection consisting of snow fence or safety fence installed at the drip line 1:20 MAXIMUM SLOPE IN PATH OF TRAVEL AND 1:50 MAXIMUM CROSS - - PROPERTY LINE � oo shall be in place prior to beginning any grading or demolition work at the site. SLOPE ALONG BITUMINOUS TRAIL. MODIFY PROPOSED CONTOURS AS EASEMENT LINE .. u7 �, 922.13 TC/GL \ JJ \ , OO NECESSARY TO HELP SITE EARTHWORK. COORDINATE WITH OWNER z RIGHT-OF-WAY LINE U-) �N / / \\ \ 922.06*TC/GL 2. All elevations with an asterisk (*)shall be field verified. If elevations vary AND ENGINEER DURING CONSTRUCTION. _ _ -0 co rn / significantly, notif the En sneer for further instructions. SETBACK LINE O .� o (D L \ \ Y g L � 4-- \ 922.15 TC/GL co C:)922.80 TC �\\\\ 3. Grades shown in paved areas represent finish elevation. UPLAND AREA CALCULATIONS SYMBOL LEGEND L ( / / 922.47 GL 922.23 TC/GL \�\ \ L rn 921.48* C \ \ \ _ mCZ 922.53*TC � � � L J \\ 4. See Sheet C500 for restoration. UPLAND AREA - 8.11 AC± (1) 950 EXISTING CONTOURS 'D w 923.13 TC -��- -. - \ \\ \\\ 922.03* G IL �� _ I- \\ * DEVELOPED STORMWATER AREA SOUTH = 0.75 AC± 2 950 PROPOSED CONTOURS - MAJOR INTERVAL 922.80 GIL \ \� \ \ 922.67 C 5. All construction shall be performed in accordance with state and local standard ( ) ( ) J � r P \\ 1 p DEVELOPED STORMWATER AREA (NORTH) 0.52 AC± (2) 949 PROPOSED CONTOURS - MINOR INTERVAL � W c� co co 921.49* C \ \ 922.24 TC \ \ g22.75* C r specifications for construction. J 921.74 GL \ \ \ TOTAL UPLAND/DEVELOPED AREA = 9.38 AC± ----------- GRADE BREAK LINE N 922.18 TC �� \ 6. Pavement grades within ADA parking stalls and access aisles shall not exceed % GRADE SLOPE 921.68 GL NOTES: \ 2.0% in any direction. 1 AREA INCLUDES IMPACTED PORTIONS OF WETLANDS 3, 5, 6, AND 7. O ( ) SPOT ABBREVIATIONS: I \ o, - \ \\ \ \ \ (2)AREAS INCLUDE DEVELOPED STORMWATER BASINS RECEIVING RUNOFF 902.00 TC TC-TOP OF CURB I I / \ ) \ \ \ FROM THE SITE. 901.00 GIL 921.60 TC/GO\ \ \ \�� / 921.81 C/B 921.51 C/B / / \ \ �� / GL- GUTTER LINE � GO- GUTTER OUT � * / 922.43 TC \ 921.65 C < \ \ T- B - BITUMINOUS � 921.55 C I 922.10 GL \ 921.55 TC/GO \\ \ \ \ v -�> _ \ _ - _ - - - - _ C - CONCRETE I \ - 921.96TC rn�� - - T� - - - -_ - - CC - CURBCUT N \ \ 921.46 GO / I I I » �� - OF - OVERFLOW '� 00 \ \ / , I 921.38* C \� �� - C)I \ 922.03 C / TW-TOP OF WALL U) LO \ 921.86 TC/GO 921.81 C 921.79 TC 921.20 TC I 921.32* C 920.20 TC BW- BOTTOM OF WALL F/G LO \ \�� 921.29 GL 920.70 GO I 919.96 TC \ ( ) 0 \ u \ ^ - 919.46 RIM 921.02 C 919.70 RIM (*)- EXISTING TO BE VERIFIED � Z \ \ 921.86 C 921.45 TC 920.98 TC ROSEM Y WAY N. 919.60 TC/GL w m 922.00 C 920.30 TC ^ \ \( 18 920.95 GO 920.48 GO=�92 9 1� 921.85 C � // 919.80 GL \ \ ,- i I 919.44 TC/GL / � � 919.51 TC/GL * 920.60 RIM 921.48 C 921.52 C / O v 921.44 TC 5 921.32* C 1 / 921.16 TC / �920 °'2 920.94 GIL 919.81*TC 919.59*TC/GL P5 / G W LLJ 921.88 C / - - \ W ~ Q I / 920.66 GO 920.65 TC/GO - 919.31 GL - � 920.24*TC / I 922.00 FFE 921.50 ' 921 09 C 921.08 TC 920.12 TC/GL ^ �/\ \�� i - _`� 920.08 TC �t= 920.15* C - N 919.74* GL I / / / L 3: 921.50 / 921.00 RIM 921.23 C / �\ 920.58 GO 921.08 TC _ _ / / - - 919.58 RIM - 920.23* C o� * P� \ ' O (D >J J_ ____ 920.45 C _ 920.39 GO 920 58 GO . \ �� I I / / / �? \ - - - - 920.53* C / J N 921.67 TC ) / / I I I 1 ` \ �\ _ 920.66 TC 919.73 TC/GL - �' _ ~ Cn ( - I / 921.17 GO - 922.00 TC/GO \ / \r\ �O 919.78 TC/GL �� 920.12 C Z 920.96 C \ I I I \ \ 9 \ - 920.16 GIL g20 ) - -G - - \ / \ O 920.75 TC/GO / i / / `9�1 I\ I�� / \ \ \ - - - 921.00 TC - �- - - \ - - - 920.09* C I _ Q I` 920.00 RIM i I / / I ( I / 921.10* C I / I / I I - 920.82 C� \ I / 920.94 TC 920.67 GL / I 921.34 C 920.72 C \ \ \ I \ \ \ 921.75 TIC I / G //• �\ v 920.44 GIL 921.27 TC 921.97 TC \\ \ 921.25 GL 921.52 TC I ( i 921.80C1 920.77RIM L \ o / \ \ \ \, 1 I - - � \ 921.19GL 9 ^ 1 921.50 921.50 \ - 921\.37 B 921.22 TC 8 / Z \ 920.89 GL 91 ' 921.47G \� O * \ 922.OC 1 922.00TC/GL � ) / I rn 020 5� / •$ ) - - - - - - - 1 \ / 6 \ � �\� JJ / P/ _ - 920.03 B \ ( l 921.07 C 921 / \ 921.23 GL I / 922.00 TC ( / I I ,� NO / gu4921.67 GL \\ L.L \ 919.65RIM i � � \ - � � - / / 922 - - �/ / / .o� ` 919.73 B 921.00 RIM _ - / 922.00 TC/GL 1 -9 ^ / i GP /� / / �� I / °j / 920.65 C 921.86 B " - I I ?7 / / \ \ I I / \ \\\ � 920.68 C / N / - - - - 922.00 C I _ / ) 921.50 ( / l p47 TIC `' / j j / / �i i 9 \ - / / l l °j 00 rn - - � - � 1 \ 921.14GIL G �c. \ / / i - i 1 / / / \ O / ) 3 / i \_ _ / / / / II \ � O w co 1111111 �� / 920.58 TC �- \ - 921.42 RIM I i / '�'/ 922 / / _ _ - -_� � � 920.69* C I ' / o,, 920.08 RIM ^ I // _ 922.00 TC \ 921.74 TC / / \ \��92�0> / �L - _ _ rJ / / \ Ln 11 921.13 C II �. \ I I I I \ 921.67 GIL \ / / 1 \ �•/. i 921 \ / 1/ ` go-' W 920.64* TC/C I ^ 921.06 TC 921.34 TC I / t�?' \ / \ 921.41 GL \ Gp / j/ i j/ \ \ \ 917.62 B I \\ LO 920.56 GL 920.84 GL I J / 1 \ z \ I \ �921.86 B \ I 922.00 TC/GL \ 921.86 C o - /� Q� /// 1 \ \ 919 I 917.50 B ' 921.92 TC // . I 1 I ►-` / I / \ I/Y / ' ^ \ J 920.62 C ` 921.42 GO -421.59 TC I 922.00 C O,�jl O�)\ \ ) I // / / GP5 \ // \ j// / \\ \ 920. I \ I I916l I Q Q O \'J21 .55 C - - - \� 921.00 921.73 i 921.09 G L 921.42 RIM G �O `�� 11L - - - ) 921.92 C 921I.50 ^ I I' / \ / // // 91 \ 917 915 I r L.L (� 921.50 1 921.32 TC Q- I / \ 921.85 C I - / Q \ ` a 921.23 TC/GO 920.82 RIM d0 / \ r I O p5 � \ N 919.35\ � I 02 •) / / I �.�\ \ IG 921.83 C \ 921.57 TC �, � / l / �I 921.76 C 921.50 _ _ - - 922.00 FIFE \ \ 921.86 B F / / I / I 920.00 B �' I _l I l 1 I I coQ 93 UNIl 921.07 GL �� F / G�/ / / J 921.70C /Q r - - - - - �v \ J I APARTMENT BUILDII 921.95 C \/ / �/ / \ I I \ 920.95 TC �(- i 919.88 B I / SATISFACTORY FILL BORROW PIT AREA \ EF-E = 922.00 (ARCH 100--G �� \ \ 921.05 B / / / 919.3/0* ®'� ® - 922.00 C _ - - ' g21.50 `J \ ° 920.45 RIM / / / �OJQ� \\ // I I I / (TO BE FILLED BACK IN WITH THE EXISTING TOPSOIL 2/o MAX SLOPE / / / �\ // I /•/ P� \ \ / STOCKPILE ONCE SATISFACTORY FILL IS FINISHED) � 921.41 C IN ADA AREA I / � ,� � // 919.62 B 921.50 _ \ 922.00 TC/GO / / / I ) / -_O� I 921 921.34 TC/GO / \ 1 � / A � 921.33 C � 921.75 TC // / �. / � / ��S I. ;� n 921.25GL 919.50B / 921.70 C 921.26 TC/GO 920.00 RIM 00 C,P 921.76 C �r _ �ryo / I / \ \ // °� • GP 1 � \I . • 920.0 B 1 / /- ) I ( \ \ I ( / / • / / / / I I 1 I / I \ N I hereby certify that this plan, / 921.69 TC \ 921.00 RIM / \ \ - J / I 1 / 1 I I \ specifications or report was prepared << // \ 921.19 GO rr / \I \ ( / GpG' c� l I 2 Y Y p b me or under m direct supervision (// \ 921.82 C g21 92 C / \ ` GP \ 920.31 B / _ // °� / // I 11 I / // \ \ (N and that I am a duly licensed Professional Engineer under the laws \ 922.00 FIFE I // / I 1 \ \ / \ \ / / ) / I 920 / I / / _ C) of the state of Minnesota. I� �� /// 917.83B \\ 921.00 �/ \ / \ o // / 921.50 \ / / �z / I I ` - - - / 1 917.71 B -�@�? / // I II Bryan D. Miller, P.E. 919.35O / 2 / I • P / / I I I / / - i i - , \ Date: xx.xx.2024 Lic. No.: 54950 Ile // / ,�g / // 921.50 b '\ I / / O �_/ ,\gl i i g °ui�// F� O/ / / I 1 / y24 4o I � �� - I / G� ' _ / I 1 � z I �� % � ��/� ' ��g�gl /� Rev. Date Description % OF' _ - -ji��i fro / - \ \ / / / / /�_- - g1� l / -_ g g WL 9190I 919 `v .90B o O o / \� _ , \ 920.15*TC 921.50 / / \ 1 oP / I I / /% i i i i - ��\\\I I I I / // Project#: 12246027.000 917.16B / Drawn By: NJN QR HU /�. _ / \ I �� ) r -� j%/ 2g - - - __/II 11 \ 917.04 B i Checked By: BDM GQ // J / I \ - \ \ \ / Issue Date: xx.xx.2024 ..� • � �F, // \ /�\ / � � � - - - _ J 917.88 B \( / Sheet Title: * Off' • -•. _ ./\�_� � ` � � - �, � /^,`,j � � / \\ \� \�� 924 - - 919.03 , 919.60 TC919.03B - �_- - 922 - _ � - - / 9117.76B I / » - - I `\ 919.15 B - �' / ► I i I GRADING PLAN - ter - » _ � �� - - � � - - - •• -••, \ �� I � I .,••, ... ' o s�� _ � _ - NORTH Sheet: / - . . - . . - \ \ I Co I I ( II 0 15 30 60 /o TIC P:\Projects\Projects-2024\12246027- Hugo West Apartments\2. Design\b. Drawing Files\12246027-C300-Grading.dwg