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1 I <br /> I <br /> I <br /> PC Sta = 12+05.18 I <br /> FES 76 <br /> FES]68 <br /> = I I I I I I MB <br /> \ LFE 934.90 <br /> LFE=932.8 GFE= LFE=934.2 LFE=934.3 LFE=934.5 LFE=934.6 LFE=934.9 LFE=935.4 LFE=935.7 LFE=936.0 <br /> 940.7 <br /> LFE=936.8 <br /> MH I I <br /> a 9� I I <br /> C \ � c� 5 6 7 8 9 10 <br /> GFE 2 3 4 <br /> = <br /> - - 942-9 GFE=942.1 GFE=942.2 = GFE=942.5 GFE=942.8 GFE=943.3 GFE=943.6 GFE=943.9 <br /> I I GFE 942.4 V I I I I I GFE=944.7 � I <br /> II I I J I J I J I J I J I J I MATCH EXISTING <br /> 1 0. <br /> \ 4\0 FES 71 <br /> LFE=932.8 i Ida _I� <br /> GF == 164. 5 5 I I IRS- I I I I I iFt I I �I I I I I I I I IR I I I I I I I <br /> BMH 54 >> �I <br /> 0 20 40 $0 M = -f 94� = 16_ \/ \ - CBMH 67 >> CBMH 66 CB 5 <br /> FEET �MH 24 P 22+60.3 <br /> p MH 25cs, rn S 89°5 28 co o <br /> - - - - - - CIRCUTA� - - i H 5 0 0 0 962.17 SAN MH 26 - 0 0 � !0 <br /> PI Sta = 13+70.02 0 <br /> CBMH 51 CBMH 60 <br /> C MH 52 CBMH 63 II <br /> I = 90°38 45 L / � L o CBMH 64 I <br /> T = 164.85 I IR I If�N I I I�- I I I I I rn I R I I L I I I I I I R I I I R I <br /> R = 163.00 F,r; <br /> M = 48.39 I / F CB H 61 CBMH 62 <br /> / / - - -� <br /> I Z Z <br /> I <br /> GFE=942.3 LFE=934.4 I 7 <br /> GFE=942.3 I GFE=942.3 GFE=942.5 I GFE=942.6 GFE=943.2 I GFE=943.6 I GFE=943.9 GFE=944.9 FES O_�w <br /> NO T E S . I I I LFE=934.4 I I I I LFE=935.3 I I I I- Q <br /> LFE=934.4 LFE=934.6 LFE=934.6 cr. LFE-935-7 LFE-937.0 I <br /> 1. ALL DISTURBED AREAS TO BE SEEDED, \\ I I I V <br /> MULCHED AND FERTILIZED WITHIN 7 DAYS OF <br /> ROUGH GRADING. LFE=936.0 �I <br /> 2. THERE SHALL BE NO STOCKPILING INCLUDING \ i I I I IV I 1 0 <br /> TEMPORARY STOCK PILES OF MATERIALS IN \ I 1L a <br /> Z I I I I <br /> WETLAND AREAS. L L L -1 L L\ I I I I W I I I I 10 <br /> 3. ALL LOCATIONS OF STOCKPILES SHALL BE J � � � � J i 0 <br /> I <br /> SUBMITTED FOR THE CITY ENGINEER'S I <br /> APPROVAL PRIOR TO STOCKPILING. ALL <br /> EROSION CONTROL FOR STOCKPILES SHALL BE 0-� - - - - - - I I m4 R - - - - - - I I <br /> I <br /> PER BMP'S AND SWPPP. <br /> 952 952 <br /> PI STA = 20+ 2.92 <br /> o o PI EL = 942.6 <br /> VPI TA = 17+08.5 0 �n o M o �n <br /> 948 VPI L = 941.20 � oN � CURVE LEN = 90.00 <br /> + 0 + 0) = 22.21 948 <br /> r II 00 II 00 II = 0.46 <br /> K = 45.00 <br /> E = 0.22 II w II w II w n N <br /> J <br /> ' �' >944 � LO 944 <br /> cD n N > J > <br /> + II II w <br /> AN MH 26 Q <br /> II II w E=940.51 1 0 % SAN MH 27 N ao <br /> II w VPI STA = 3+35.96 1.00 TA=18+62 a <br /> 940 a N VPI EL = 9 7.48 SAN MH 25 N STA=21 .00 w <br /> STA=21 +59 940 <br /> RE=938.75 MUj <br /> az CURVE SAN MH 24 <br /> > a E E=938.11 STA=14+63 <br /> 37.37> H TA=13+99 co N o <br /> 00 <br /> + 0N <br /> > SAN MH 22 • +3+34, 0.0 o o <br /> SAN MH 21 RE=936. 8 TA= (0 LO N ' <br /> °+RE=935.63 STA=12+72 co o + <br /> Na, LNO936 STA=12+05, 4 - 't <br /> 59 <br /> 936+ <br /> II II o cn w V) J � <br /> II Q II V I STA = 18+2 .0 0 0N w i II 0)V) w N w V I EL = 940.09 > > _ = Q II <br /> 0 o a a J URVE ZEN =_9 .0 297 LF 8" VC SAN ® 0.4 % ~ J <br /> 932 0 > > _ w = 45.00 - -FP a _ 932 <br /> C_i 399 = <br /> a rn <br /> ± Sri 65 8" PVC SAN ® 0% INV=931 .63 W <br /> " PVC SAN 28% rn 6 F 8" PVC SA ® O 0% INV=931 .73 E <br /> 63 LF 8" PVC SAN ® QNV 929.93 W INV=931 .73 S <br /> 928 II 62 IK 8" PV SAN 0W= 29 22 NW) NV=929.58 INV-930.03 �E�_ N _ �NW) 928 <br /> INVcn w INV=928.51 INV=928. 8 SE) <br /> a a INV=928.61 <br /> 0 0 <br /> m m <br /> VPI ETA = 12+07.68 <br /> 924 VPI EL = 935.57 924 <br /> CURV7 LEN = 90.00 <br /> 0 w K = 113.24 <br /> N z <br /> ow E = 0.09 <br /> 0- 00 � w 0 <br /> 920 Of W X 920 <br /> a0 w0 <br /> I- O � N N N N N N N Il (c) N 0) 0) 0) 00 N I� � <br /> rn L cN 0) N cc) cc) I_ 00 (0 rn c0 cc) rn On I� r_ rn n 0-) � N 00 � n 00 00 � N c0 r N N � r_ rn <br /> Ln In Ln Cc) N Cc) N N 00 N 00 N 0) N 0) r-) O � O Ln O � O � O V-) O V-) O N N N Ln O Q0 00 I� � <br /> rn rn n rn n rn n rn n rn n rn n rn n rn n rn � rn � rn � rn � rn � rn � rn � rn � rn � rn � rn � rn � rn n rn rn <br /> 916 0) M 0') 0-) 0') 0-) 0') 0-) 0') 0-) 0') 0-) 0') 0) 0) 0) 0) 0) 0) 0) 0 0) 0 0) 0') 0) 0') 0) 0') 0) 0') M 0') 0-) 0 0) 0 0) 0 0) 0) 916 <br /> 1 1 +00 12+00 13+00 14+00 15+00 16+00 17+00 18+00 19+00 20+00 21 +00 22+00 23+00 <br /> UTILITIES: CENTURYLINK (763) 712-5017 DATE REVISION HISTORY I HEREBY CERTIFY THAT <br /> �� PLAN WAS 13635 Johnson Street DWG: RCP01090 <br /> CENTERPOINT ENERGY (763) 323-2760 05/13/22 LANDSCAPE PLAN PREPARED BY M ��Ejlj MYGOODVIEW ESTATES DATE: 07 06 22 <br /> COMCAST (952) 607 4078 DIRECT SUPER IS NDAM A R F ENGINEERING , I N Ham Lake, MN 55304Sspas$ STATE CONNEXUS ENERGY (763) 323-4268 06/09/22 CITY COMMENTS Tele hone 763-862-8000 HUGO MN JOB NUMBER: 2112 <br /> ENGINEEE LAWS OF THE P <br /> XCEL ENERGY (612) 526-4508 Fax 763-862-8042 <br /> Q�g ��� 06/29/22 OUTLOT CONFIGURATION MINNESOTA. SHEET:C46 OF 67 <br /> HUGO PUBLIC WORKS (651) 762-6301 Consulting Engineer S PLAN <br /> AVENUE O ILE <br /> 800-252-1100 051-454-0002 07/06/22 CITY COMMENTS Q <br /> PLOT DATE:7/06/2022 12:03 DATE REG. N0. DESIGN BY: DAK DRAWN BY: DAK CHECKED BY: DAK FILE. 37-1 - 146 <br />