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I 942.4 GFE_ - <br /> 942.8 C L ' <br /> IRCULAR / <br /> I I � � � CULA <br /> I = °1 a 2. PI Sta - 8 +97I95 <br /> 942.39 _ 0 I = 23°5 4"R I I I <br /> 4 1 '17 R a = 1 + I <br /> I _ _ = p T = 12. I <br /> T - R = 60. 0 I I <br /> FE=935.0 1 = p R = M = 1 .2 <br /> LF =936.1 <br /> I 6 U A 15 O <br /> 3 942.89 - > = t - + , " <br /> GFE= 1 2 <br /> / GFE=944.0 <br /> STA T�-ItJ-STR-18 / s3s.�b <br /> - � _ C A " // <br /> CB 14 <br /> CP <br /> 3 =9 .9 �s / 9 �� / CIRCULAR C, <br /> GF = PI Sta = 80+36.44 k <br /> 1 = 05°171401 O-S a' CIRCULAR <br /> Al <br /> PI Sta = 82+73.39 <br /> END HU-STR-160.00 <br /> \ 943.79 R = 60 00 � 1 = 68°08'54"L <br /> 8 <br /> cp � T = 40.58 <br /> ; ��„ E \ Sao \ okM = 0.06 R = 60.00 / <br /> �9x M = 10.30 <br /> 961 <br /> L <br /> I 944.2 / 7.s9 \ <br /> ILFE=936.3 1 / / / Uy <br /> f / / <br /> I S a = 70 6. 9 6, V w/ <br /> I 47°00'25 ' O0. - i /� x <br /> CIRCULAR / 936. ��So <br /> I Sta = <br /> 1 = 61°49'04"L / CIRCULAR <br /> T = 35.92 �. _ r L/ /� I / <br /> � PI Sta = 78+67.02 NOTES <br /> R = 60.00 1 =-�9°42'3�R CIRCULAR I I = 84°58'47"L <br /> � 1 . ALL DISTURBED AREAS TO BE SEEDED, <br /> M = 8.52 T = 5_1 Q__ - PI Sta = 76+22.01 T = 54.96 MULCHED AND FERTILIZED WITHIN 7 DAYS OF <br /> N -70 R = 60.0fl n 1 = 107'08'1 1 "L/ _ R = 60.00 ROUGH GRADING.M = 0.22 a T = 81 .29 \ M = 15.76 2. THERE SHALL BE NO STOCKPILING INCLUDING <br /> CIRCULAR /29.4 PI Sta = 72 R = 60.00 TEMPORARY STOCK PILES OF MATERIALS IN <br /> � + <br /> ro i T 1 = 59°35'47"L /� M = 24;�7 �� M I I WETLAND AREAS. TL T <br /> T - 34.36 3. ALL LOCATIONS OF STOCKPILES HALL B� <br /> I <br /> R 66. <br /> I SUBMITTED FOR THE CITY ENGINEER <br /> Q - QO _ / <br /> nX <br /> 0 25 50 100 APPROVAL PRIOR TO STOCKPILING. �LL <br /> cn C) II M t 7 93 \ \ J `� I r FEET EROSION CONTROL FOR STOCKPILES SHALL BE <br /> \\ L / PER BMP'S AND SWPPP. <br /> _ <br /> II I ,Z <br /> 1 <br /> � � <br /> + 1 w / 1 <br /> C:) i <br /> G ESL TRAIL <br /> 0 <br /> 945 945 <br /> VPI STA 74+15.40 VPI STA = 74+ 6.51 <br /> VPI EL = 935.95 VPI EL = 935.9 <br /> CURVE LEN = 0.00 CURVE LEN = C.00 <br /> 940 VPI STA _ 940 <br /> VPI EL = 936.00 <br /> CURVE LEN = 0.00 <br /> VPI STA = 71 +00.00 VPI STA = 9+00.00 <br /> VPI EL 930.69 V I STA = 73+17 09 5 0 .0 VPI EL = 9 0.58 <br /> 935 CURVE LEN = 0.00 VF I EL = 932.35 - .50 0 VPI STA = 76+30.00 CURVE LEN = 0.00 935 <br /> VPI STA = 71 +41 .24 IRVE LEN - -5 00 6 VPI EL = 931 .10 1 STA = VPI STA = 80+00.00 VPI STA = 81+00.00 <br /> VPI STA = 72+8 .00 lq, CURVE LEN = 0.00 VPI EL = 930.50 VPI EL = 930.72 <br /> VPI EL = 930.50 VPI STA = 74+50.00 �2.� VPI EL = 930.64 <br /> CURVE LE = 0.00 C I EL = 930. 0. VPI EL = 935.40 CURVE EN = 0.00 CURVE EN = 0.00 CURVE EN = 0.00 <br /> CURVE LEN = 0. Op0% CURVE EN = 0.00 <br /> -0.75% -0.17� 07 0 -0.33� 0.07� 0.37% -0.58q <br /> 0.55� 0.83% -0.47% -0.77q 2.1�% 00 -1.1 190 <br /> 930 -0.29� -0.32� 0.28� 0.68% 0.17� -0.48�; <br /> 930 <br /> VPI EL = 931.50 VPI EL = 931 .33 VPI STA = 79+50.00 VPI STA = 80+50.00 VPI STA = 81+50.00 <br /> VPI STA /6_t_UU.UU <br /> VPI STA = 70+50.00 VPI STA = 77+00.00 VPI STA = 78+00.00 <br /> VPI STA = 72+00.00 CURVE EN = 0.00 CURVE EN = 0.00 VPI EL = 930.42 VPI EL = 930.54 VPI EL = 930.43 <br /> VPI EL = 930.28 VPI EL = 930.33 VPI EL = 930.30 <br /> VPI EL = 930.05 <br /> CURVE EN = 0.00 CURVE EN = 0.00 CURVE EN = 0.00 CURVE EN = 0.00 CURVE EN = 0.00 CURVE EN = 0.00 CURVE EN = 0.00 <br /> VPI STA = 72+50.00 <br /> 925 o VPI EL 929.90 VPI STA = 77+50.00 VPI STA = 78+ 0.10 <br /> VPI EL = 930.16 VPI EL = 930.58 925 <br /> CURVE LEN = 0.00 CURVE LEN = 0.00 CURVE LEN 0.00 <br /> rn <br /> II 0 <br /> w cii <br /> Ow Zw <br /> 92 m � W XW <br /> 0 o_ CD 920 <br /> w � <br /> O 00 0) n U-) O O (0 0) O 14- 00 n 00 n (0 O 14- 00 N O N n <br /> O N O (0 O 14- 0-) O 0-) (7) 0) LO lf') n 14- Lc) O -1- (0 0-) n 0-) 00 Q0 n 00 O n 0-) Cfl N In r(� 14- 00 lf) O lf) 0-) 14- O 00 <br /> O O O O O O 06 O 0- 06 O I`7 O L0 O L6 O 14- O N 0- O O O O 07 O O O (7) O O O O O (7) O O O (7) O O O O O 0) <br /> n n119 n119 n N n N N N n119 n1`19 n1`19 n119 n119 n N n11� n11� n N n1`19 n N n1`19 n1`19 n N n1`9 n N n1`9 n1`9 n N <br /> 915 a) o 0) M 0) M 0) M 0) M 0) M 0) M 0) M 0) M 0) M 0) M 0) M 0) M 0) M 0) M 0) M 0) M 0) M 0) M 0) M 0) M 0) M 0) M 0) M a) m 915 <br /> 70+00 71 +00 72+00 73+00 74+00 75+00 76+00 77+00 78+00 79+00 80+00 81 +00 82+00 <br /> UTILITIES: CENTURYLINK (763) 712-5017 DATE REVISION HISTORY I HEREBY CERTIFY THAT PLAN WAS 13635 Johnson Street DWG: RCP01094 <br /> CENTERPOINT ENERGY (763) 323-2760 05/13/22 LANDSCAPE PLAN PREPARED BY M , N Ejl MY GOODVIEW ESTATES DATE: 07 06 22 <br /> COMCAST (952) 607 4078 DIRECT SUPER IS ND ( AM A RFC ENGINEERING , I N Ham Lake, MN 55304QQpa�� S�A*� CONNEXUS ENERGY (763) 323-4268 06/09/22 CITY COMMENTS � Telephone 763-862-8000 HUGO MN JOB NUMBER: 2112 <br /> ENGII M LAWS OF THE P <br /> XCEL ENERGY (612) 526-4508 Fax 763-862-8042 <br /> Q�g ��� 06/29/22 OUTLOT CONFIGURATION MINNESOTA. SHEET:C52 OF 67 <br /> HUGO PUBLIC WORKS (651) 762-6301 07/06/22 CITY COMMENTS � Consulting Engineer S PLAN ATRAI PROFILE800-252-1166 651-454-0002 DATE REG. N0. FILE: 37-1 - 152 <br /> PLOT DATE:7/06/2022 12:03 DESIGN BY: DAK DRAWN BY: LDZ/KDD CHECKED BY: TPC <br />