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q E I �k0 PI t = 92+07. 2 LFE=934.4 I s .00 / I Psa. s �4o Nf -93 L - J j Fc, 93 . / / I ✓ \ \ \ ti \_ PI Sta �91 +06.94 px ° I _ \/ _41 Q \ \ \ \ IRCULAR - \ .'zz 1 .00 89° „ / \ CIRCULAR R = 64. / - - - - PI Sta = 90+05.83 1 = 36°21 '51 "R \/ / I - - - - _/ _I - � T 19.71 \ J I � - - _ _ _ ` R = 60.00 a 83 1 I 7 1 RC LAR I / 7 , '�"PI-ta 89+46.21 9 FES 4 0 I to = 83+9 .95 I I l J 103 \ r1pIrl 11 ''1, 9 1 23°50'44" I I II CIRCULAR 1Z9�+6g T = 12.67 \ I I PI Sta = 88+35.56 bps 1 89 52 _ +4 8 = 60.00 I PI Sta = 85+25.44- - _ 6 ^� = 00'0 = 1 .29 I 1 = 01°35'2 "l� I - 87+24.96 PI Sta 1 = 17°07'41 "R \ I Sta - + = _ T = 9.0� R = 60.00 °14 "R 0 1 = 02°08'06"R - - R 60.00 _ - M = 0.67 CP I � / i �AJP co 00 \� \\ - \\ + I o CIRCULAR \ / O �� \ o _ _ II V PI Sta = 89+12.47 I G 91 ��' CIRCULAR _ ago- �� 1 = 97°09'24"L << NOTES : PI Sta = 82+73.39 / rn 0� 1 . ALL DFSTURBED AREAS TO BE SEEDED, \ i I = 68°08'54"L I cn M = 20.30 MULCHED AND FERTILIZED W1 KN 7 DAYS OF T = 40.58 ` ' ) / ROUGH GRADING. R = 60.00 / I 2. THERE SHALL BE NO STOCKPILING INCLUDING M_= 10.30 TEMPORARY STOCK PILES OF MATERIALS IN WETLAND AREAS. r-- 3. ALL LOCATIONS OF STOCKPILES SHALL BE \ -� \ 1 1- i� X X SUBMITTED FOR THE CITY ENGINEER'S GRAVEL TRAIL APPROVAL PRIOR TO STOCKPILING. ALL \ 0 25 50 100 EROSION ONTROL FOR STOCKPILES SHALLBE / I FEET PER BMP'S AND SWPPP. 945 945 o 00 940 0 � +00 0) 940 + 0) 0) 11 rn 11 11 w J = 11 w ~ a VPI STA = 86+00.00 VPI STA = 88+50.00 c� N VPI STA 83+50.00 > VPI EL = 930.86 VPI EL 931.12 VPI EL 930.44 VPI STA = 90+30.00 N > ; p % 935 CURVE LE = 0.00 VPI STA _ CURVE EN = 0.00 CURVE EN = 0.00 VPI EL = 93 .00 a_ 935 VPI STA = 82+50.00vP1 STA 00 VPI STA = 86+50.00 VPI STA = 89+00.00 CURVE LEN = 0.00 VPI EL = 930.72 VPI EL = 931.03 VPI STA = 87+50.00 VPI EL = 930.34 VPI EL 930.63 VPI EL = 930.51 CURVE EN = 0.00 CURVE EN = 0.00 VPI EL = 930.21 CURVE EN = 0.00 CURVE EN = 0.00 CURVE EN = 0.00 CURVE EN = 0.00 0.00% 0.10� 0.10% -0.999; 1.58% -o.2s� 0.14% -0.01 930 -o.58q -0.48% 0.32% -0.08% 1 .12q -0.48� 1 .10 ° -1.29q 0.45% -0.35�; 0.82% 930 VPI STA = 8114 50.00 VPI ST = 55-+50-00 - VPI STA = 82+00.00 VPI STA = 83+00.00 VPI STA = 84+50.00 VPI EL = 931.07 VPI STA = 9+35.38 VPI EL = 930. 3 VPI STA = 87+00.00 VPI STA = 88+00.00 30 VPI EL VPI EL = 930.19 VPI EL = 930. = 930.48 CURVE EN = 0.00 VPI EL = 9 0.51 CURVE LEN = .00 CURVE EN = 0.00 VPI EL = 929.98 VPI EL = 930.03 CURVE LEN 0.00 CURVE EN = 0.00 CURVE EN = 0.00 CURVE EN = 0.00 CURVE EN = 0.00 VPI 3TA = 91+60.0 VPI L = 932.00 925 CURE LEN = 40.00 925 K = 10.00 E = 0.20 0 w 920 0w Zw 920 w Of X Of D_ U Lv 0 N n 0 O ca N 00 n r N n 00 n n O O LO O O O I-, O 00 n 0-) n 0-) 00 r -1- 0) O O O Ln LC) (a -1- (7) -1- N N O N -1- U') L0 I- L O O 0-) O O (a r__ ca 0-) ca r__ O O O O O 06 O 0) O 06 O O O O O 0- O 06 O 0) 06 O 0) O 06 O 0- O a) O aT O N O N a) N O r7 L I\ n119 n119 n N n N n N n119 nr19 n N n119 n N n N n N N N n N n N n N n (N n (N n11� n11� n N n11� n11� n rf� n rf� 915 a) M a) M a') 0-) a') 0-) a') 0-) a') 0-) a') 0-) a') 0) a) 0) a) 0) a) 0) a) 0) a') 0) a') 0-) a') 0-) a') 0-) a') 0-) a') 0) a) 0) a) 0) a) 0) a) 0) a') 0) a) a) 915 81 +00 82+00 83+00 84+00 85+00 86+00 87+00 88+00 89+00 90+00 91 +00 92+00 93+00 UTILITIES: CENTURYLINK (763) 712-5017 DATE REVISION HISTORY I HEREBY CERTIFY THAT �� PLAN WAS 13635 Johnson Street DWG: RCP02094 CENTERPOINT ENERGY (763) 323-2760 05/13/22 LANDSCAPE PLAN PREPARED BY M ��Ejlj MYGOODVIEW ESTATES DATE: 07 06 22 COMCAST (952) 607 4078 DIRECT SUPER IS NDAM A R F ENGINEERING , I N Ham Lake, MN 55304��pa�� S�A*� CONNEXUS ENERGY (763) 323-4268 06/09/22 CITY COMMENTS � Telephone 763-862-8000 HUGO MN JOB NUMBER: 2112 ENGII M LAWS OF THE P XCEL ENERGY (612) 526-4508 FaX 763-862-8042 ONE CALL 06/29/22 OUTLOT CONFIGURATION MINNESOTA. SHEET:C53 OF 67 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 - 153 PLOT DATE:7/06/2022 12:03 DESIGN BY: DAK DRAWN BY: LDZ/KDD CHECKED BY: TPC