Item 3.1 Mississippi Landing P R E L I M I N A R Y
6" SALVAGED TOPSOIL BOT. ELEV.= 858.0BERM MIN. = 861.01C21:4 MAX.1:4 MAX.100-YR HWL = 860.0OVERFLOW OUTLET = 859.0TURF REINFORCEMENT MAT CATEGORY 2BERM = 861.0BERM = EOF = 861.0OVERFLOW PER 2/C2 P R E L I M I N A R Y
3'8"3'10"0'4"9'10"1C3 P R E L I M I N A R Y
P R E L I M I N A R Y
830LEGENDST36" FES
inv=852.62853.2859.5857.1852.5852.4855.4852.4852.6851.5859.4852.1855.4855.6852.7855.2853.9855.1852.5854.8850.5851.5849.2855.2849.4853.3857.9856.7852.6849.2849.2853.1tcc862.37
E Transformer
Sign
SSanitary Manhole#4
tcc
862.01
tcc
861.82
tcc
861.56
Catch Basin
rim=860.83
inv=857.67
Catch Basin
rim=860.82
inv(N)=857.57
inv(S)=857.78
Sign
tcc
861.42
FES 18" RCP
inv=857.98
Gate Valve
tcc
861.76
SSanitary Manhole#3
rim=861.70
inv(S)=851.87
inv(N)=851.78
tcc
862.39
tcc
862.72
Serv
861.8
San
862.1
Sign
tcc
863.35
E Transformer
tcc
863.30
tcc
863.03
862.7863.0863.0862.8862.4862.2862.0861.9861.9861.7861.0861.5861.7861.5861.8861.8862.2859.8859.0859.0858.8858.9858.8859.1859.0861.8861.9862.0863.2863.5863.2862.5859.7861.0857.0855.4855.4854.6855.4855.6855.8857.5858.2862.3862.7862.4861.8862.6859.2857.1856.4855.7855.8855.7855.8855.0854.8854.9854.4853.9855.0852.8854.2856.8857.2855.7854.2854.0854.6855.5855.7856.0856.3856.6857.2856.8856.9857.0856.7856.9856.3856.8856.7858.1858.7854.6858.5860.7861.3860.6861.2861.1860.9860.9860.6860.5860.5860.9861.5861.4861.2861.0860.9861.1861.1861.0861.7862.1862.2862.6863.4862.8861.7860.7859.9859.0859.1858.6858.6859.2859.4859.4859.5860.1862.6862.8863.1863.2862.9861.1860.1858.0855.9855.7854.4854.2854.5854.6854.4854.4854.3854.5854.3854.1854.0854.0854.0854.1854.6855.3855.5855.3855.4855.5855.8858.7858.2857.9857.9858.0857.7857.1856.4855.9855.1855.1855.3855.4855.5855.6855.5855.7855.6855.8856.0856.2856.7857.1858.0858.7859.0858.9858.9858.6858.8859.1859.3859.9860.5860.9860.8860.2859.7859.3859.4859.6859.8860.1859.5859.0857.9858.6859.5860.1860.5860.3860.1859.8859.8859.9860.1860.4860.8859.5857.7853.9853.9853.8854.1853.5853.5853.7853.7853.9854.7855.0855.6856.4857.1858.6859.8860.3860.2860.4862.1862.3862.0861.3860.0859.9859.2859.9861.3862.0862.0860.7861.3861.0860.8860.3858.8856.7856.3856.9857.7858.7859.7860.4861.2860.4859.7859.3859.4859.4859.3859.5859.5860.5860.9860.4860.1857.7856.9855.7854.8855.5856.5858.5859.7860.7859.6859.1859.3858.3859.2859.1859.5859.8859.9860.6860.3857.0856.5857.6859.4860.3860.7860.2859.5859.4859.1858.3859.0859.6859.2859.5859.8860.7860.3858.9857.9856.2856.0856.2858.4859.4860.5860.3860.2859.7860.0859.6858.9858.9859.4860.3860.3860.8860.8861.0860.5859.6857.4856.5856.1855.8856.7857.9859.4859.9861.0861.2861.3861.4861.2860.8860.9859.8859.6859.7860.6861.4860.8859.7859.4858.9858.6859.8860.3861.3861.7861.6861.4861.4861.7859.9859.3855.6862.9862.5855.6855.9855.6856.2858.6862.0862.7863.2862.6862.2860.0859.4857.5856.1855.4855.5855.8855.5856.0856.3857.9860.0861.5861.5860.2861.5856.7855.7855.6855.3853.4853.1853.6853.7853.7853.8853.7853.9854.1854.2854.3854.5853.9853.8853.7853.9853.9854.4854.1854.3854.7856.6857.0856.8856.7856.7856.6856.7856.5855.9855.5855.8854.2tcc861.97 tcc862.58tcc862.63 tcc862.99tcc862.97864.0864.2864.1861.2860.7864.2864.0864.2tcc861.51 tcc861.08tcc860.89tcc860.78861.0861.1861.9862.3862.4863.6862.1863.2863.4862.4860.2858.9858.2851.3858.8853.2851.5851.5855.1856.3856.7853.8854.9854.1854.1851.9854.9852.0853.5853.8853.7853.6857.6858.8860.9862.0861.5861.8862.4862.4860.7859.7860.7854.1854.1860.5860.4860.9852.9857.1852.6856.9855.0857.3856.2858.7858.7857.9858.3858.2858.4859.0862.4862.0861.5861.3861.5861.9861.3861.5861.7858.4858.0858.0856.9856.6855.4855.7856.1859.3859.6856.3854.0857.9855.7856.1859.2861.0860.8858.2860
854
854
856
856
858860 856858862860854854856858850852854856858856858852852854854850860852854856856856858852854854856856858858Hydrant
tnh=865.86862.6SSSanitary Manhole
rim=864.54
inv=853.49SCatch Basin
rim=860.96
inv=857.21SSanitary Manholerim=862.04inv=850.00Gate ValveSanitary Manhole tcc862.12 DRAINAGE, UTILITY, PARK & TRAIL EASEMENT PER PLAT124'±
105'±
105'±
105'± P R E L I M I N A R Y
►►▌▌▌▌▌▌▌▌▌SSanitary Manhole#4rim=861.96inv=850.85Catch Basinrim=860.83inv=857.67Catch Basinrim=860.82inv(N)=857.57inv(S)=857.78SignFES 18" RCPinv=857.98Gate ValveSSanitary Manhole#3rim=861.70inv(S)=851.87inv(N)=851.78Serv861.8San862.1SignS T A T E T R U N K H I G H W A Y No. 101QUANTRELLE AVE. NEB 6-18 Concrete Curb8" PVC Sanitary8" DIP WatermainSCatch Basinrim=860.96inv=857.21SSSanitary Manholerim=862.04inv=850.00(R/W Width Varies)HydrantHydrantFLOODWAY LINE PER FEMA MAP
24.074.0 R20.0R20.0R10.5R18.5
LEGEND►►►▌ P R E L I M I N A R Y
███████████████████████████████████
█
█
█
█
█
█
█
█
█
█
█
████████████████████████████████████████████████████████████████████████████████████████████████████████████████████████████████████►►864866860 860862862 862862860860858858862860860862860
858858 ▌▌▌▌▌▌▌▌▌36" FESinv=852.62SSanitary Manhole#4Catch Basinrim=860.83inv=857.67Catch Basinrim=860.82inv(N)=857.57inv(S)=857.78SignFES 18" RCPinv=857.98Gate ValveSSanitary Manhole#3rim=861.70inv(S)=851.87inv(N)=851.78Serv861.8San862.1SignETransformer860854854856856858860
856
858
862
860
854
854
856
858
858
856
852
852
854
854 B 6-18 Concrete CurbB i t u m i n o u s80.0 T r e e l
i n e
T
R
E
E
S
T
R
E
E
S
T
R
E
E
SSSSanitary Manholerim=864.54inv=853.49SCatch Basinrim=860.96inv=857.21S36" RCP18" RCP15"RCP40.0083.16505.75S 06°46'49"
W
3
1
6
.
3
2
S 02°08'34" E 629.3095.00111.91S 01°04'06" E 315.04Hydrant HydrantHydrantCatch Basinfl=862.5inv=853.78100' SETBACK FROM SHORELIN
E
830LEGEND►►830█
█
█ P R E L I M I N A R Y
LEGEND►►DS36" FESinv=852.62SSanitary Manhole#4rim=861.96inv=850.85Catch Basinrim=860.83inv=857.67Catch Basinrim=860.82inv(N)=857.57inv(S)=857.78SignFES 18" RCPinv=857.98Gate ValveSSanitary Manhole#3rim=861.70inv(S)=851.87inv(N)=851.78Serv861.8San862.1SignETransformerS T A T E T R U N K H I G H W A Y No. 101QUANTRELLE AVE. NEB 6-18 Concrete CurbB i t u m i n o u s8" PVC Sanitary8" DIP WatermainSSSanitary Manholerim=864.54inv=853.49SCatch Basinrim=860.96inv=857.21S(R/W Width Varies)HydrantHydrantHydrant►►▌▌▌▌▌▌▌▌▌ P R E L I M I N A R Y
█
█
█
█LEGEND►►36" FESinv=852.62Water Elevation849.22849.2849.4849.2849.2tcc862.37SSanitary Manhole#4rim=861.96inv=850.85tcc862.01tcc861.82tcc861.56Catch Basinrim=860.83inv=857.67Catch Basinrim=860.82inv(N)=857.57inv(S)=857.78Signtcc861.42FES 18" RCPinv=857.98Gate Valvetcc861.76SSanitary Manhole#3rim=861.70inv(S)=851.87inv(N)=851.78tcc862.39tcc862.72Serv861.8San862.1Signtcc863.35ETransformertcc863.30tcc863.03tcc861.97tcc862.58tcc862.63tcc862.99854854856856860
856
858
862
860
854
854
856
858
850
852
854
856
858
856
858
852
852
854
854 B 6-18 Concrete CurbHydrantHydrantHydrant8" PVC Sanitary8" DIP WatermainS h o r e l i n eBLUFF LINE
L
O
C
A
T
I
O
N
A
S
S
H
O
W
N
O
N
P
L
A
T
FLOODWAY LINE PER FEMA MAP
T r e e l
i n e
T
R
E
E
S
T
R
E
E
S
T
R
E
E
SSSSanitary Manholerim=864.54inv=853.49SCatch Basinrim=860.96inv=857.21SKen & Julie NatheProperty Zoned:PUD with portion in Wild & Scenic River District18" RCP15"RCP
100' SETBACK FROM SHORELIN
E 40.0083.16505.75S 06°46'49"
W
3
1
6
.
3
2
S 02°08'34" E 629.3095.00111.91S 01°04'06" E 315.04 ██████████████████████████████████
█
█
█
█
█
█
█
█
█
█
█
█
████████████████████████████████████████████████████████████████████████████████████████████████████████████████████████████████████►►864866860 860862862 862862860860858858862860860862
860858858 ▌▌▌▌▌▌▌▌▌ P R E L I M I N A R Y
“”“”SWPPP DESIGNER: ··· P R E L I M I N A R Y
860
854
854
856
856
858860 856858862860854854856858850852854856858856858852852854854852854854856856858858LEGEND16'-20'OPENING16'-20'OPENING P R E L I M I N A R Y
36" FES
inv=852.62
853.2
859.5
857.1
852.5852.4
855.4
852.4
852.6
851.5859.4
852.1855.4
855.6852.7
855.2
853.9
855.1
852.5854.8
850.5851.5
Water Elevation
849.22
849.2
855.2
849.4853.3857.9
856.7852.6849.2
849.2
853.1
tcc
862.37
E Transformer
Sign
SSanitary Manhole#4
rim=861.96
inv=850.85 tcc
862.01
tcc
861.82
tcc
861.56
Catch Basin
rim=860.83
inv=857.67
Catch Basin
rim=860.82
inv(N)=857.57
inv(S)=857.78
Sign
tcc
861.42
FES 18" RCP
inv=857.98
Gate Valve
tcc
861.76
SSanitary Manhole#3
rim=861.70
inv(S)=851.87
inv(N)=851.78
tcc
862.39
tcc
862.72
Serv
861.8
San
862.1
Sign
tcc
863.35
E Transformer
tcc
863.30
tcc
863.03 862.7
863.0
863.0
862.8
862.4
862.2
862.0
861.9
861.9
861.7
861.0
861.5
861.7
861.5
861.8
861.8
862.2
859.8
859.0
859.0
858.8
858.9
858.8
859.1
859.0
861.8
861.9
862.0
863.2
863.5
863.2
862.5
859.7
861.0
857.0
855.4 855.4 854.6
855.4855.6855.8857.5858.2
862.3862.7862.4
861.8
862.6
859.2 857.1 856.4 855.7 855.8 855.7 855.8
855.0
854.8
854.9
854.4
853.9
855.0
852.8
854.2
856.8
857.2
855.7
854.2
854.0
854.6
855.5
855.7
856.0
856.3
856.6
857.2
856.8
856.9
857.0
856.7
856.9
856.3
856.8
856.7
858.1
858.7
854.6
858.5
860.7861.3860.6861.2
861.1
860.9
860.9
860.6
860.5
860.5
860.9
861.5
861.4
861.2
861.0
860.9
861.1
861.1
861.0
861.7862.1862.2862.6
863.4
862.8861.7860.7
859.9
859.0
859.1
858.6
858.6
859.2
859.4
859.4
859.5
860.1
862.6
862.8
863.1
863.2 862.9
861.1 860.1 858.0 855.9 855.7
854.4
854.2
854.5
854.6
854.4
854.4
854.3
854.5
854.3
854.1
854.0
854.0
854.0
854.1
854.6
855.3
855.5
855.3
855.4
855.5
855.8
858.7
858.2
857.9
857.9
858.0
857.7
857.1
856.4
855.9
855.1
855.1
855.3
855.4
855.5
855.6
855.5
855.7
855.6
855.8
856.0
856.2
856.7
857.1
858.0
858.7
859.0
858.9
858.9
858.6
858.8
859.1
859.3
859.9
860.5
860.9
860.8
860.2
859.7
859.3
859.4
859.6
859.8
860.1
859.5
859.0
857.9858.6
859.5
860.1
860.5
860.3
860.1
859.8
859.8
859.9
860.1
860.4
860.8
859.5
857.7
853.9
853.9
853.8
854.1
853.5
853.5
853.7
853.7
853.9
854.7
855.0
855.6856.4857.1
858.6859.8
860.3
860.2
860.4
862.1
862.3
862.0861.3
860.0
859.9
859.2 859.9
861.3
862.0
862.0
860.7
861.3 861.0
860.8
860.3 858.8 856.7 856.3
856.9857.7858.7859.7860.4861.2860.4859.7859.3859.4
859.4 859.3 859.5 859.5
860.5 860.9 860.4 860.1 857.7 856.9 855.7
854.8
855.5856.5858.5859.7860.7859.6859.1859.3
858.3 859.2 859.1 859.5 859.8
859.9 860.6
860.3
857.0
856.5857.6859.4860.3860.7860.2859.5859.4859.1
858.3
859.0
859.6
859.2 859.5
859.8 860.7 860.3 858.9 857.9 856.2 856.0
856.2858.4859.4860.5860.3860.2859.7
860.0
859.6858.9
858.9
859.4 860.3 860.3 860.8 860.8 861.0 860.5 859.6 857.4 856.5
856.1
855.8
856.7857.9859.4859.9861.0861.2861.3861.4861.2860.8860.9859.8
859.6 859.7 860.6 861.4
860.8
859.7
859.4
858.9 858.6
859.8
860.3
861.3
861.7
861.6 861.4 861.4
861.7
859.9 859.3 855.6
862.9
862.5
855.6
855.9855.6
856.2858.6862.0862.7
863.2
862.6 862.2 860.0 859.4 857.5 856.1 855.4 855.5
855.8855.5856.0856.3857.9860.0861.5861.5860.2
861.5 856.7 855.7 855.6 855.3
853.4
853.1
853.6
853.7
853.7
853.8
853.7
853.9
854.1
854.2
854.3
854.5
853.9
853.8
853.7
853.9
853.9
854.4
854.1
854.3
854.7 856.6
857.0
856.8
856.7
856.7
856.6
856.7
856.5
855.9
855.5
855.8
854.2
tcc
861.97 tcc
862.58
tcc
862.63 tcc
862.99
tcc
862.97
864.0
864.2
864.1
861.2
860.7864.2
864.0
864.2
tcc
861.51
tcc
861.08
tcc
860.89
tcc
860.78
861.0 861.1
861.9
862.3
862.4863.6
862.1
863.2
863.4
862.4
860.2
858.9
858.2
851.3
858.8
853.2
851.5
851.5
855.1
856.3
856.7
853.8
854.9
854.1
854.1
851.9
854.9
852.0
853.5
853.8
853.7
853.6
857.6858.8860.9862.0
861.5
861.8
862.4862.4
860.7
859.7860.7
854.1
854.1860.5
860.4860.9
852.9
857.1
852.6
856.9
855.0
857.3
856.2
858.7
858.7
857.9
858.3
858.2
858.4
859.0
862.4
862.0 861.5
861.3
861.5
861.9 861.3
861.5
861.7
858.4 858.0
858.0
856.9
856.6
855.4
855.7
856.1
859.3
859.6 856.3
854.0
857.9855.7856.1
859.2
861.0
860.8
858.2
860
854
854
856
856
858
N 89°58'51" W 400.00
N 76°
0
2
'
5
3
"
WN 26°36
'13
"
W
548
.22
N 89°37'22" W 628.91 S 01°23'24" W 492.39N 89°37'08" W
N 01°59'13" W 1120.75SURVEY LINES
T
A
T
E
T
R
U
N
K
H
I
G
H
W
A
Y
No
.
101QUANTRE
L
LE
AVE
.
NEM I S S I S S I P P I R I V E R860856858862860854854856858850852854856858856858852852854854850860852854856856856858B 6
-18
Co
n
c
re
te
C
u
rb
B i t u m i n o u s
82.66
75.45
80.05
5
51010
10 55
5 55
558"
PVC
San
i
ta
ry
8"
D
IP
W
a
te
rm
a
i
n Landscape Rock/Mulch Concrete Storage BinsS 89°29'15" E 356.92
S 89°58'51" E 356.92
S 26°36
'13
"
E
90
.51
S 63°
3
1'
5
8
"
W
8
1.
6
3
S 15°08'07" W 124.71SURVEY LINE80.00S 00°00'44" W8528548548568568588582020
510 520
130.020 90.0S 28
°16
'59
"
E
90
.86SURVE
Y
L
IN
E
Found CIM Reference Monument
L O T 1
B L O C K 1
O U T L O T C(TO BE VACATED)O U T L O T AT r e e l i
n
e
T R
E
E
ST R E E
S
T R
E
E
S
Hydrant
tnh=865.86
862.6
SS
Sanitary Manhole
rim=864.54
inv=853.49
S
Catch Basin
rim=860.96
inv=857.21
S
861.58
S
Sanitary Manhole
rim=862.04
inv=850.00
Gate Valve
S
Sanitary Manhole
862.63
BollardsEElec.
Meter
tcc
862.12Forcemain
24" RCP Storm36" RC
P18"
RCP15"RCP
15"RC
P
(R
/W
W
id
t
h
V
a
r
ie
s
)O U T L O T B40.00 83.16505.75
S 06°46'49" W 316.32S 02°08'34" E 629.3095.00111.91 S 01°04'06" E 315.04PERMANENT DRAINAGE EASEMENT PER MNDOT R/W PLAT 86-8L=131.82R=523.00 =14°26'27"G r a v e l UTILITY & DRAINAGE EASEMENT PER PLATHydrant
Hydrant
Hydrant
GREENHOUSE
S h o r e l i n eUTILITY & DRAINAGE EASEMENT PER PLAT
PARK & TRAIL EASEMENT PER PLAT DRAINAGE, UTILITY, PARK & TRAIL EASEMENT PER PLATDRAINAGE, UTILITY, PARK & TRAIL EASEMENT PER PLATBLUFF LINE LOCATION AS SHOWN ON PLAT"101 MARKET"
8980 Quantrelle Ave. NE
FLOODWAY LINE PER FEMA MAP124'±
105'±
105'±
105'±
inv=859.8
Catch Basin
fl=862.5
inv=853.78
inv=857.6
15"RCP
24"RCP
inv 60 sq
852.9
Serv
LIFT STATION
Adjoining Owner:
Mississippi Riverwood Assoc.
Adjoining Owner:
Ken & Julie Nathe
Property Zoned:
R-C with Wild & Scenic River District
Property Zoned:
INS with Wild & Scenic River District
Property Zoned:
PUD with portion in Wild & Scenic River District
100' SETBACK FROM SHORELINEF:\survey\nathe 2nd add - wright\1-2-1 nathe 2nd add\01 Surveying - 89813\01 CAD\01 Source\01 Survey Base.dwgFile No.
F.B. No. 1123-63 inv. 89813A
Certification
Legal Description
Lots 1 and 2, Block 1, Outlot A and Lot 1, Block 2, NATHE 2ND ADDITION, Wright County, Minnesota.
Signed: ____________________________________________
Gregory R. Prasch Registration No. 24992
Prepared May 3, 2022
I certify that this plan, specification, or report was prepared by me or under my direct supervision
and that I am a duly Licensed land Surveyor under the laws of the State of Minnesota.
PRELIMINARY PLAT
Zoning & Development Information
Property Currently Zoned: PUD - Planned Unit Development and WSRR - Wild and Scenic Recreational River District
Zoning Ordinance Requirements for PUD:
Building Setbacks:
1.The front and side yard restrictions at the periphery of the planned unit development conditional use permit site
at a minimum shall be the same as those imposed in the base zoning districts. A PUD Zoning District shall, at
minimum, have a thirty foot (30') front yard setback and ten foot (10') side yard setback. As appropriate, the City
may increase these standards.
Building Standards:
1. No building shall be located less than fifteen feet (15') from the back of the curb line along those roadways
which are part of the internal street system
Planned Unit Developments subject to plan approval by the City of Otsego. For further information contact: See
below.
Zoning Ordinance Requirements for WSRR:
Lot Requirements:
1. Lot area: Not less than two and one-half (21/2) acres.
2. Lot width at the water line and building line: Two hundred feet (200').
Principal Structure Setbacks:
1. Setback from ordinary high water level of Mississippi River: One hundred feet (100').
2. Bluffline: Thirty feet (30')
3. OHW level of Mississippi RIver:
Sewered - 75 feet
Nonsewered - 100 feet
4. Side setback - 10 feet
Building Height: 35 feet
Refer to City code or contact City of Otsego for further requirements, exceptions
and restrictions at:
Planning Department
City of Otsego City Hall
13400 90th Street Ne
Otsego, MN 55330
phone: 763-441-4414
e-mail: ddl@PlanningCo.com
7601 73rd Avenue North
Minneapolis, Minnesota 55428
(763) 560-3093
DemarcInc.com
Preliminary Plat - Mississippi Landings
drawn by:
F:\survey\nathe 2nd add - wright\1-2-1 nathe 2nd add\01 Surveying - 89813\01 CAD\01 Source\01 Survey Base.dwg
MISSISSIPPI LANDINGS
Property Address: Unassigned address, Otsego, MN
Property Identification Numbers:
Lot 1, Block 1: 118260001010
Lot 2, Block 1: 118260001020
Outlot A: 118260000010
Lot 1, Block 2: 118260002010
Total Area of all Parcels = 601,651 sq.ft (13.8± acres) to Mississippi River shoreline
Benchmark: MNDOT monument "FIELD MNDT" located on east side of Quantrelle Ave in front of
subject property as shown hereon.
Elevation = 862.59 feet (NAVD29)
By graphic interpretation only, this property is in Flood Zone "X" (area of minimal flooding) and
Zone "AE" (area prone to flooding) per FEMA panel map number 270747 0002 A dated 9/30/1992.
100 Year Flood Elevation feet North end of property at river = 862.1 (NGVD 29)
100 Year Flood Elevation feet South end of property at river = 861.7 (NGVD 29)
Site Flood Elevation = 861.0 feet
Title insurance commitment showing property description and any encumbrances of record not
provided, survey subject to change. The only easements shown are from plats of record or
information provided by client.
Underground utility information from City of Otsego records, locations are only approximate and not
all utilities are shown. Invert elevations shown on sanitary sewer manholes per City plans
Contact Gopher State One Call prior to any excavation. 651-454-0002.
Property located in Section 23, Township 121, Range 23, Wright County, Minnesota.
Miscellaneous Notes
MN 1
MN 2
MN 3
MN 4
MN 5
MN 6
Denotes Found Iron Monument
Denotes Iron Monument Set
Light
Power Pole
Hydrant
Sanitary Manhole
Storm Manhole
Water Manhole
Catch Basin
Gas Main
Underground Communications
Underground Electric
Sanitary Sewer
Storm Sewer
Watermain
Overhead Wires
Legend
FES Flared End Section
SCALE IN FEET
0 12060 180
MN 7
Benchmark
FEMA Flood line
Engineer:
Demarc
Land Surveying & Engineering
7601 73rd Avenue N.
Brooklyn Park, MN 55428
phone 763-560-3093
fax 763-560-3522
Attn: Jeff Prasch
e-mail: jeffprasch@demarcinc.com
LOT TABULATION
Proposed Number of Lots = 3
Area of proposed:
Lot 1, Block 1 = 212,456 sq.ft
Outlot A = 287,836± sq.ft (area to shoreline)
Outlot B = 49,261 sq.ft
Outlot C = 52,098± sq.ft (area to shoreline)
Right-of-Way = No dedication planned.
Developer:
Modern Construction of Minnesota
18837 Ogden Street NW
Elk River, MN 55330
Property Owner:
Ken & Julie Nathe
19080 Lincoln Street NW
Elk River, MN 55330
Development Personnel
SURVEYOR
Demarc
Surveying and Engineering
7601 73rd Avenue N.
Brooklyn Park, MN 55428
Attn: Greg Prasch
phone: 763-560-3093
fax: 763-560-3522
e-mail: gregprasch@demarcinc.com
City of Otsego, Wright County, Minnesota
Proposed Drainage & Utility Easements are shown thus:
BEING 10 FEET IN WIDTH AND ADJOINING
RIGHT OF WAY LINES AND 5 FEET IN WIDTH
AND ADJOINING INTERIOR LOT LINES.
5
5
10R/W Line
NOTE: CURRENT DRAINAGE & UTILITY EASEMENTS TO BE VACATED.
Vicinity Map
MISSISSIPPI RIVERSTATE HWY. No. 101SITE
no scale
SEC. 23, TWP. 121, R. 23
Rev. 6/6/2022 new lot layout
Rev. 6/21/2022 city comments
Rev. 11/9/2022 lot lines