Buffer ExhibitBasis for
bearings is
a'sstuned
Benchmark:
LtruP��or�� C�P��tft.Ctt�P
Proposed Site Plan Survey For:
COLD CREEK CONSTRUCTION
Property located in Section
8, Township 116, Range 23,
Carver County, Minnesota
Invert of sanitary manhole #3627
Elevation= 937.30 feet
Proposed Hardcover
Lot area excluding road
= 9,203 5q ft
Bwldlrng = 2,45 / 5q ft
Driveway = 366 5q ft
Patlo = 227 5q ff
Total = 3,046 5q ft
Percentage = 33. l OTo
Overhead Wires Po/e Power
_W_
Rock Construction �G anc�edar Poet �'oac�
S
N 84°50'10" E 79-88-1
/ the
949. l 3 the
Lr)I 948.77 the
bitumen 948.44 the
au- u' C 948.24
950.3 950.5 'ON�1� _ _ - - _
r0'9�9
Benchmark
Top Spike
949.5
2-5T--r-R
No. 3625 /
/
Block T/W 95!.3//
Wall 8/W 950.9 /
/
952.0
Porch
Vinyl
Pence
lRk
Ilk 4
I
950.
LINE OF LOTS 5 /O
the q 1
947.99co I
• Denotes Found Iron Monument
O Denotes Iron Monument
❑ Denotes Wood Hub Set for
excavation only
\ - Denotes Existing Contours
Denotes Proposed Contours
x000.0 Denotes Existing Elevation
000.0 Denotes Proposed Elevation
No Denotes Surface Drainage
950.0 Proposed Top of Foundation
950.0 Proposed Garage Floor
950.0 Proposed Lowest Floor (Main Floor)
Type of Building
Slab -on -grade
Buildinq Setback Requirements
Front (street) - 30 feet
Side - 10 feet
OHW - 75 feet (ordinary high water)
=s�Ck -Elw 950. l
31'0" Wall 8/W 948.9
b_ - 952.9
o r c h c 12'0" 10,29 / / 952.9
950 16'0" v 16.0 /
Lo 952
/ x 9522
ffe
8 trd 954.5
952. /
953. if
950.2
Of
950.2
950.7
ffe
954.9
2-5T--I�R
No. 3613
'� v Flagstone I C
x to e removed 9
PirepOce co he e
�q to be re ved 9419.5 Ln
/ x949 I-9149- -
26 oak 948.2 1
948.7 x -
4 pine- 946.2 -r 47
�I
_94-7-9 .--� x '2
5urveY-S-84-24-W
one
6td
-
9 9.4
e
\\
\` 954.4
`
proposed Silt Fence
i
i
\
Deck
16'10"
l 0.29
\ 2' Cantilever
0 \\
o
36 trd
� \
95/ __-ED
Patio
-
9450ne
� \
/
---,
).00
950.0
+
19 0� r
_ \
x95{.7
O
950.2
r
o \
94
0
CO
'� v Flagstone I C
x to e removed 9
PirepOce co he e
�q to be re ved 9419.5 Ln
/ x949 I-9149- -
26 oak 948.2 1
948.7 x -
4 pine- 946.2 -r 47
�I
_94-7-9 .--� x '2
5urveY-S-84-24-W
one
6td
9 9.4
e
/
4.9.5
proposed Silt Fence
"
36 trd
- -
9450ne
-
--
).00
x946.9 x946.6 /
+
_946-----
^`
Block T/W 948.3
Wall 8/W 946, 7
Rap
952.9
--- - - - - - - --'--
U wire wtre-------- -----
- wtr e = _ _ -_ -_ wtr e wtr e 944.5 944.5
944.5 944.5 944.5
NOTE: Proposed grades are subject to results of soil tests. Approximate 5horellne from
Proposed building information must be checked with Google maps aerial images
approved building plan and development or grading
plan before excavation and construction. Oh'W = 944.5 Lake M/nnewashta
Proposed grades shown on this survey are
interpolations of proposed contours from the / 00 Year Food per FEMA = 945.9
drainage, grading and/or development plans.
NOTE: The relationship between proposed floor
elevations to be verified by builder.
Legal Description
Lots 9 and 10, Block 4, RED CEDAR POINT
LAKE MINNEWASHTA
Calver County, Minnesota
LAN® SURVEYING 6 ENGINEERING
7601 73rd Avenue North (763) 560-3093
Minneapolis, Minnesota 55425 Demarctnc.com
..............
Project
.....1... ..,.:.. i.. i ......:............. . a., __...__n n_--:� n •:_..nn.. s• .._ _: _.
Project No. 88474 Scale: 1" = 20'
F.B.No. 1093-44 Drawn By
Property Address: 3617 Red Cedar Point Rd.
Chanhassen, MN
rev 4-26- 19 front setback to 18.5
5-5-19 slab on grade
95/.6
The only easements shown are from plats of record or information
provided by client.
I certify that this survey, plan, 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
Prepared this 16th day of April 2019.
Signedr 4�1-6
Gregory : Pr s ,h, Minn. Reg. No. 24992