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LEGEND C V o _ 950 - EXISTING CONTOURS 00 950 PROPOSED CONTOURS - MAJOR INTERVAL Z 949 PROPOSED CONTOURS - MINOR INTERVAL �� ^ o Q - - - - GRADE BREAK LINE O L o 0 10� GRADE SLOPE 2 L (N oc>s � (on SILT FENCE .� M 00 " w 04 _E 0 0000000 RIP-RAP/ ROCK CONST. ENTRANCE W In o � O O O O N N EROSION CONTROL BLANKET (TYP ALL SLOPES GREATER THAN 4:1) O INLET PROTECTION O r '111 CONCRETE WASHOUT STATION LL] LOCATE DURING CONSTRUCTION ~ N CO SPOT ABBREVIATIONS: Cn O 950.00 TC TC-TOP OF CURB d LO 949.50 GL GL - GUTTER LINE J � Z GO - GUTTER OUT J J I / I B - BITUMUNOUS w I �` EO - EMERGENCY OVERFLOW W GQ CB _ TW-TOP OF WALL Q Za ,,,� b I I Q o o w 0 ``'� INV=925.6 W BW- BOTTOM OF WALL (F/G) Q z� I INV=925.6 S I I (*)- EXISTING TO BE VERIFIED J J W (j I / � 17)- II „ I z q GRADING NOTES o PSrS ' II lI I l ll l \ \ \ \ \ � I a � 00Q \ LL: d O / \ \ \ \ TOP=927.4' \ \SAN / v o�� I 1. Tree protection consisting of snow fence or safety fence installed at the Z O INV=92 3 S \ }OP=929.1 °0, I I - II I \ Z \ \ •• iNV-921� i V-917.9 POTH ! I drip line shall be in place prior to beginning any grading or demolition \ G O I l / STIS r< l� / +/ _ \I S / / �. ;::• :j y ' 'Ste:' INV=923.3E \ f 0 FLOW I 4 work at the site. •� I:•.•••. •riv �ie?i`6 /> > � 'T ' -`- '• • / - Za„ROPST - y MH I 2. All elevations with an asterisk (*) shall be field verified. If elevations ( , rn ' ll �' / / / // _ _ c" - _ _ - •-: �'d'�- ; < �� -� I TOP=928.8 I vary significantly, notify the Engineer for further instructions. v "+ II l ! I/ /I lI / \ - - •r' / ;-•�; < \ - < 24"RCP ST S J I - / ° Q INV=924.9 S w '� owed gAs �• •�' •I•• •J' .SAN'S�'•�', - - �• - �v� I INV=924.8 W 1 :�. _?� �'''�� • •••': C - - ' - � / INV=925.0 N I 3. Grades shown in paved areas represent finish elevation. N 5 /� // /I ( • • s•�. 6.9`L� '.929•'••• _ • ''�`�•�• • '••. ••933.83 TC• / I L.L Z L �`'' .t•� � • / I/ l l l l ` •'.•�. ..:•;r+T ;( 930.931 •• '�' 933.50GL' •' ;• ;� / II� / �y`: :�; ';• �� ;932 933.78 TC / I I 4. All construction shall be performed in accordance with state and local W O •�' 933 -L - / �/1 06 •--•y/• �'dt7g�� VV� / 934.00 TC 33.45 GL g33.50 C S�`L� standard specifications for construction. v) = O II CK 0, 934.00 934.00 933.50 GL •'�'' L i Z \` 922.5 S I / I I I I �I / I - I I 5. Pavement grades within ADA parking stalls and access aisles shall not Z ~ - - I I exceed 2.0% in any direction. Q 1595--- - - / \ �::. I - - 0 0 0o '�+ / / ' / FQRtST BLVD - I I / I 6. At the completion of the protect and prior to turf establishment and W Im O 933.00 RIM 932.91 RIM ' � W� , '�;.^ , \- I seeding, the Contractor shall de-compact the soils in areas that were Q LC) > \ 9 1< o,,w^': ;\•^ 5• v EXISTING I I disturbed as a result of construction activities. De-compaction shall 934.13 C / 1 7 T "'c➢ Q Lq.'c^:'• BUILDING \ - consist of ripping, cultivating, or scarifying the to 12" in attempt to J I 933.25 GIL \ M ;. \ S - - I END HAS BEEN I I pp g, g, Y g p P Im W z ?M :t / J BLOCKED AND/OR improve the infiltration characteristics of the soils. The Contractor shall Q IU/ 934.50 934.50 I _ - J x o�� 934.50 934.00 T o-, •,: - I DAMAGED. DFORANNOT FIND I use low impact earth moving equipment to prevent compaction of the 933.40 GL LL.• underlying soils, for both temporary and final grading and smoothing of 0 54 UNIT - 934.39 C I I y g p y g g g U) _ J / 'c / UJ 934.13 C - 934.00 TC v w SMH c APARTMENT g34.o5 Tc »-a3� , I the topsoil prior to seeding. See Landscape Plans for additional / 933.92 C 933.50 GIL z TOP=931.4 ` ^ I O ti BUILDING 1 933.30 TC -933.36 B /^ INV=923.15 N = decompaction notes. a O O x p 932.78 GL/RIM ^• ENV=923.2E Z I / / / ( •� � �FQF�E�= 934.50 4. T .:• - - �_ _ � L LL � 0 2 / _ 933.50 GL 933.80 TC I \\ '' - - __ _ _911G=_- _-U_ - I Ln 933.50 C ;:: - - - - - - $_ - - , OVERFLOW=930.20 VERFL W= .7 934.00 933.20 GL`9\.30 GL gg3 933.00 RIM T . /. _ Ek 8'x25'±CL3 RIP-RAP \ \' ` / 9'x18'±CL3 RIP-RAP EROSION CONTROL NOTES UJ 934.50 933.80 TC - _ W/TYPE 4 GEOTEXTILE - - - - f _W/TYPE 4 GEOTEXTILE 933.85 TC I 933.00 G - - - - - - - _ - - - - =9z __ N 933.30 GIL 929 931.25 C 931.25 C- L.L O 4.2 933.35 GL z CU 933.76 INV g34.45 TC 933.74 TC 933.90 TC ••• 31930 :• ' ` O ( � 933.24 GIL 933.40 GL 932 932.47 C - - - - - - - - - - - - - - 1. See Sheet C600 for Erosion Control Notes. 0 ' •zg \ ..�/ 933.95 GL 933.74 B 933.30 B 933;. -•f "'� E� o o - = -_ - = - �' ' - --- �931'. 934.50 / 4. _ ___ \ _ °° 930' ° 2 Z V / \ \ NEW 12 UNIT GARAGE 933.00 G: 929 1.15 C 930 9 9 4. 4. T T 933.45 C 928 \ 931 0 932 931 IT L 933.53 GL 933.10 GL U / FIFE=933.50 933.50 C g33.50 C ;:' g27 934.33 C v ••: U 2. 932.50 G 2. 934.00 RIM 933.35 GL .74 T 933.65 TC / 4 T L.• co ' �••':: ': H H 931.50 931.50 p / I T - ^ 933.24 GL 933 I/ \ •o,. 2.5 W I W \ -�+ -04 4. - i / �� 933.15 GL 3'TAPER:• .c :�; : W W I ` - LIJ 934.00 934.45 TC 933.54 TC J 933.69 TC I 933.69 TC �' ;; _ _ - - - - ;.' / � I U \ 15097 15095 15093 A - - - - - 933.95 GL 933.04 GL_ - 933.19 GL 933.19 GL �;• �;:: Lu �\ GW: 923.0 - - - 933 933 / 2Tx76' I 934.50 co 933.65 TC ` - / \ HOME PAD I hereby certify that this plan, I� o 03 933.15 GL 933.00 TC / T specifications or report was prepared 0 932.50 RIM 932.65 RIM - - .7 T 932.67 RIM / -W W (TYP) �4 93 933.83 TC - - _ _ - INFILTRATION BASIN - -Z_ Z by me or under my direct supervision 933.00 RIM » 933.25 GL >> » - _ : 922.5 933.33 GL 933.65 TC 928.50 BTM=927.00 _J J and that I am a duly licensed OUTLET=930.20 = 2 Lv / _ - _ _ � 4.1 T 933.15 GL 1 933.75 TC U U Professional Engineer under the laws q�/ I Q HWL=930.23 I I o � 4.1 \934.08 C 933.63 GL ` 933.25 GIL H < - of the state of Minnesota. / / I I w 933.45 TC/GL 933.54 TC T 1 1 2. 932.50 G 2. 932.20*B I ' 934.00 934.07 C 933.50 TC/GL 933.04 GL 933.69 TC I I _ 933.19 GL I B-08 933.80 ro 933.19 GIL / 932.25 932.25 p933.7 934.18 C � 932.91 TC/GL � I T 4. T I 931.0 FF= FF- FF= 3'TAPER 4. T » >> » » 933.50 C/GL 933.33 TC / B-10 I 933.00 933.00 933.00 933.50 C/GL 4 T -- 933.00 GL OGW: 924.0 / I\\ 931.0 y I 932.09 B ' �o�,/ 3 a 933.29 GL 933.60 TC NEW 10 UNIT GARAGE 1. 933.50 C/GL EW 10 UNIT GARAGE E g33.10 GL _ - - g27928 / 931.15 C OGW: 92410 9 936 J,o FIFE=933.50 FFE=933.50 0 929 I 32 co °' °' TC/GL - 935 G 92 933.00 G 930 931 - o o m W 5'TAPER 934 933 - 931 o a Date: Lic. No.: 932.45*B - 930.60 B* 930.80 C/B* 1. B* 1. B* 931.7 B* 1 0 / 933.3 B _ _ - - 932.72 C/TC 932.36 TC 931.15 TC , / <\ 12'RCP ST S l l 932.39 GL- 2 4 T 931.86 GL 0 6070 930.65 GL T -0 6% ' TC/GL• « - - - - \ - - - Rev. Date Description 930.32 GL/RIM I I 932.21 GL 931.95 GIL i 930.56 GL T � 930.41 GL 933.0 B 9S3- 932.10 GL _ '932 _ _ _ - g3� ` 930.00 GL/RIM 932.45 B 933- - 930.33 TC/GL I \\ \ OE 933.63 TC - - E \ - - - - � 9cc9\ 933.30GL �\ _ - �\ �E 930.50B* - - - �-E - - - - - - OE OE 0 /32.70*B 0 \ \\ \ 951RCP 1 i 932.75*B *TC/GL \ \ ST S 5'TAPER I I I I \ I I I 1 1 ^ 11 Il I 0 Project#: 12226070.000 T I Checked yBy: MJW D >T > > > > > > � > > c,�,C (0 Q Issue Date: 08.05.22 c� /4 - �� > T� < < 1 GNU) Sheet Title: o o I ZMN" GRADING AND I I / �ozZ EROSION CONTROL D ,// I I I � �, I ,/I � �; I I I I I I I I � � NORTH PLAN Sheet: 0 20 40 80 301 P:\Projects\Projects-2022\12226070- Hugo East Apartments&Manufactured Homes\C. Design\Drawing Files\12226070 C300-Grading.dwg