As Built Survey - UpdatedEXISTING CONDITION SURVEY FOR:
ALMA HOMES LLC
LEGEND
Tpp My
Deciduous Tree OE Overhead Electric
3
STS Storm Sewer
0 SAN Sanitary Sewer
WTR Wnter Mnin
Large Boulder Retaining Wall - - -GAS - - - Underground Gas
39 Ln'\GAS \ Bituminous Curb
\ \ vs WE ❑D Telephone Pedestal
a / OF co
X _ �� E�Ec Electric Meter
\ w
o � a o Q �o a �v 0 Electric Box
\ / lb �. s0 Sanitary Manhole
F
61r0 b \ Bituminous ® Storm Manhole
PZ-
�qMiN00 Power Pole
FZOOR
Gas Meter
\ 8j2 S FIRST 0 �� T6Ml I Concrete
FZ0 0 0 / _ r - - -\' �l F NOS, l °
\ \OR 8j44_0��� j 822 \�� S CURB / x900.0 Existing Elevation
�o / / �6 8�2 �`� x900.OTC Top of Curb Elevation
\ \ / 4, / o �_ /, / s 5 9 2V
\ O Q = �. // N / 0 04"
'A' �^ /
0 4 ° Q v 47 /� / F h / x900.OTW Top of Wall Elevation
8��• a �/ oa Qom/ 2 / 99 � /
s ,/ ,�---- ry /OC-/ C
00
/ ^4b 7S s 2� ^� / 8 30 X / �k �°� BITUMINOUS CURB Drainage
/ W 1�N rn. OF / 4> W
/ / � /� 0 Water Shutoff
9 0
/ o / /
/ / o v: ov, `O ' w^� • Found Iron Monument
,S' l
Rl 20, 4 0 C C0 OF
O Set Iron Monument
/
O � , �, � 9 O 72.E �� v + , Inscribed R.L.S 15230 /
B71-7 X,0 \ / o /
° g72.4
X
�9 OHW ORDINARY HIGH WATER
DRIVEWAY / 0 F 72 4X
v
BITUMINOUS / I \
R
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/ �' / 8j4•S
75' SETBACK LINE
FROM OHW 0)
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9
SANITARY - - /_ yds/l 8J 8�2 13.2 X 1
EAS
-TORRENS CERT. No,
PER 868 - - _ _ 7, \ 7 s / 0L
N0., 3246 872
CT
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X S-7 811
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� � 75' SETBACK LINE $�
s6� � \ � a X
86s j X 86s $ +`��� $�2 6X j X a�° a FROM OHW 3 �\
86g 0 ^ ^to
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86 / �
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o / \ X CPN
rn \ 9 ro + Xg10 5 X869 9
0
v� 3 803.b X\ T a09
689 .98 / 30
5 1N \ \ \ \ X
37 3 \ \ , \ ,� 869
866 I \ ` 5° oP
865, 3 s 65 5
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,
CONCRETE CUIVERT 0 40 OP\�
863.6 4%
° $68.o
\ o o S69°2 868• X
86 2 \ /
6X X866 4 X �•
LOT AREA CALCULATION:
PROPERTY AREA = 12,569± SF (TO ORDINARY HIGHWATER 865.3 CONTOUR) \ \ \
IMPERVIOUS SURFACE: oo 0 000 86,4 3 866 \ \ \
6
HOUSE = 2,212± SF '\ 866 gX ��N,00
BITUMINOUS DRIVE = 748± SF\
\ \
CONCRETE = 108± SF
--865.3
\ \
\
Total = 3,068± SF 24.4 - - 865.3
DECK = 297± SF
c \
_
°°
864.1 DECEMBER 0 � 2020 \ X 864 5 \ \
TION _ g65,3 64.1 \
WATER E�EVA (OHWi \
WATER ELEVA \
ORDINARY HIGH �\
SANITRARY SEWER EASEMENT PER TORRENS CERTIFICATE NO. 6125
A 30.00 foot temporary construction easement and a 15.00 foot perpetual easement
for sanitary sewer purposes over, under and across the following described property:
Lot 38, Shore Acres, according to the recorded plat thereof.
The center line of both easements is described as follows:
Beginning at a point on the northerly line of Lot 39 in said Shore Acres distant
10.00 feet easterly from the northwest corner of said Lot 39; thence on an assumed
bearing of South 20 degrees 20 minutes West, parallel with the westerly line of said
Lot 39, a distance of 83.50 feet; thence South 66 degrees 31 minutes 30 seconds
East a distance of 189.98 feet and said center line there terminating.
Said temporary easement to expire December 31, 1978.
SANITARY SEWER EASEMENT PER TORRENS CERTIFICATE NO. 3246
A perpetual easement for sanitary sewer purposes over, under and across the
Westerly 17.50 feet of the Northerly 83.50 feet of the following described property:
Lot 39, Shore Acres, according to the recorded plat thereof.
Together with a temporary construction easement for sanitary sewer purposes over, under
and across the Westerly 25.00 feet of the Northerly 83.50 feet of said Lot 39.
Also together with a 30.00 foot temporary construction easement and a 15.00 foot
perpetual sanitary sewer easement over, under and across said Lot 39.
The center line of both easements is described as follows:
Commencing at a point on the northerly line of said Lot 39 distant 10.00 feet
easterly from the northwest corner of said Lot 39; thence on an assumed bearing
of South 20 degrees 20 minutes West, parallel with the westerly line of said Lot
39, a distance of 83.50 feet; thence South 66 degrees 31 minutes 30 seconds
East a distance of 75.00 feet to the beginning of the centerline to be described;
thence North 66 degrees 31 minutes 30 seconds West a distance of 50.00 feet
and said centerline there terminating.
Said temporary easement to expire December 31, 1978.
DRAINAGE EASEMENT PER DOCUMENT NO. T68358
A permenat easement for drainage over, under and across the Westerly 15 feet of
Lot 39, Shore Acres, Carver County, Minnesota.
NOTES:
-All existing building dimensions are measured to the finished
l�
siding and not the building foundation.
-No search was made for any easements.
10 0 10 20
-The location of all utilities shown are from either observed
evidence in the field and/or from plans furnished by the utility
companies and are approximate. Utility companies should be
notified for exact location before doing any excavation.
SCALE IN FEET
JOB NO.
459-20
SCALE
1" = 10'
REVISIONS
SITE ADDRESS
9243 LAKE RILEY BOULEVARD
CHANHASSEN, MINNESOTA.
I hereby certify that this survey, plan, or report was prepared by
me or under my direct supervision and that I am a duly registered
Land Surveyor under the laws of the State of Minnesota.`�,
W. BROWN LAND SURVEYING, INC.
W. BROWN LAND SURVEYING, INC.
8030 CEDAR AVENUE SO., SUITE 228.
yy BLOOMINGTON, MN 55425
B Bus: (952) 854-4055
14
DATE
REMARKS
DRAWN
WMB
BOOK/PAGE
164/67
PROPERTY DESCRIPTION
LOTS 38 AND 39, SHORE ACRES, CARVER COUNTY, MINNESOTA.
REFERENCE
DATED: 12-02-2020
FAx: (952) 854-4268
EMAIL: INFO@WBROWNLANDSURVEYING.COM
SHEET
1 Of 1
BENCHMARK
TOP RIM OF SANITARY MANHOLE LOCATED BY THE NW PROPERTY CORNER ON
LAKE RILEY BLVD. ELEVATION= 871.03 NVD 1929
WOODROW A. BROWN, R.L.S. MN REG 15230