08.b 2b 19489 Manning Trail - Cert (REV 12-16-2021)-2CERTIFICATE OF SURVEY
--for-- PAUL BRUGGEMAN
--of-- 19489 MANNING TRAIL
SCANDIA, MN
- S89010'54"E 1364.00
TO NW CORNER ( EAST DESC)
OF GOVT LOT 7,
IMPERVIOUS SURFACE CALCULATIONS
TOTAL PARCEL AREA ABOVE OHW ........................ 83,939 S.F.
EXISTING IMPERVIOUS
EXISTING BUILDINGS ........................................ 1,622 S.F.
EXISTING GRAVEL ROAD ..................................... 2,509 S.F.
EXISTING GRAVEL TRAIL ..................................... 2,563 S.F.
EXISTING CONCRETE .......................................... 194 S.F.
TOTAL PROPOSED IMPERVIOUS SURFACE ............. 6,888 S.F.
PERCENT PROPOSED IMPERVIOUS ....................... 8.2%
L
I ��
�- NORTH LINE OF GOVT LOT 7, - T -
1
� SEC.29-T32N-R20W
SEC.29-T32N-R20W
I __ '_1 1-1 ��'\
EXISTING PROPERTY DESCRIPTION.
\ (AS PROVIDED BY CLIENT)
� \ All that part of Lot 7 of Section 29, Township 32 North, Range 20 West, described as follows,
\ to -wit: Commencing at a point in the north line of said Lot 7, 1364.00 feet East of the
\ northwest corner thereof; thence South 150.00 feet; thence South 27 degrees 30 minutes 00
\ seconds West, 190.00 feet to the initial point of beginning of the land to be described; thence
\ to the right along the circumference of a curve with a radius of 45.50 feet, a distance of
\ � \_-
� -I�- APPROXIMATE LOCATION OF ROAD EASEMENT ALONG EXISTING ROAD 104.43 feet; thence North 21 degrees West 167.60 feet; thence South 69 degrees West 54.5
\,-AS GRADED" AND AS DESCRIBED IN feet; thence South 4 degrees 20 minutes East 179.00 feet; thence South 4 degrees 30
\ DOC. No. 157193. minutes West 177.00 feet; thence South 10 degrees 40 minutes East 84.00 feet to the shore
X11 \ of Big lake; thence Northeasterly along the shore 356.00 feet, more or less, to a point which
\ bears South 44 degrees 15 minutes East from the point of beginning; thence Northwesterly I
\ \ to the point of beginning.
\ All that part of Lot 7, in Section 29, Township 32 North, Range 20 West, described as follows: I
\\ to -wit: Beginning at a point on the north line of said Lot 7, 1364.00 feet East of the NORTH
\ northwest corner thereof; thence South 150.00 feet to a point; thence South 27 degrees 30
f --- \ minutes West 190.00 feet to the point of beginning of the parcel of land hereby conveyed; I
o 0 2 \ \ thence South 44 degrees 15 minutes East 176.00 feet to the shore of Big Lake; thence
\ Northeasterly along said shore 64.10 feet to a point; thence North 49 degrees West 198.60 20 0 10 20 40
\ feet to a point; thence South 27 degrees 30 minutes West 50.00 feet to the point of I
7111, beginning. A ^ ? �
\
\ 1 INCH � �0 FFFT
` ``I....
I.,.
LEGEND
I .
\ 977'3 11 • DENOTES IRON MONUMENT FOUND
978.5 2a o �` o DENOTES IRON MONUMENT SET
\ soo.o DENOTES PROPOSED ELEVATION
\ \1. X1011.2 DENOTES EXISTING ELEVATION
9�s s \ DENOTES DIRECTION OF DRAINAGE I
0 DENOTES WOOD HUB/METAL SPIKE
AT 11 FOOT OFFSET (UNLESS
. \ ()THFRWTgF NI(1TFr11 1
SETBACKS
PROPOSED IMPERVIOUS
JOB NO: 210856HS DATE: 07/08/2021
PUBLIC R/W = 40 FEET
PROPOSED HOUSE, GARAGE AND STOOP ...............
4,061 S.F.
SIDE LOT LINES = 20 FEET
PROPOSED DRIVEWAY .........................................
1,712 S.F.
OHWL = 100 FEET
PROPOSED PATIO AND WALK ...............................
618 S.F.
WETLANDS = 75 FEET
EXISTING BUILDINGS TO REMAIN ........................
696 S.F.
DESCRIPTION
EXISTING GRAVEL ROAD .....................................
2,509 S.F.
EXISTING GRAVEL TRAIL .....................................
2,563 S.F.
EXISTING CONCRETE TO REMAIN ..........................
194 S.F.
TOTAL PROPOSED IMPERVIOUS SURFACE .............
12,353 S.F.
PERCENT PROPOSED IMPERVIOUS .......................
14.7%
20
20
O I
O
Ln
of
V)=
W O
0
= °1
O con
"I
/
I____, 00
�. LL J
7.9 Lu~ 0 6 ------
7 .7f x Qi
It O .m� \ / _
x 956:8 (A x '
\ ,--- --- 968.0 -
I . . 1. I . rn x \ .1 .. I . . . . � -- ROAD AS SHOWN ON ' 6s o -- ---
-A \ 20. ,' _ SURVEY BY. G. H. BUDD -___
97s.2 x \A >' (MAY 23; 1919)
\ tflj 1./� 69.1 .
x O / \ 968.9 PRIOR ACCESSORY STRUCTURES
. I . � \ . '. . x I. ;"
\ / \
A
20 0 \ / , (REMOVED BY CLIENT)
i ';
\\\ \ O� ,
\ x r \ \ 90 / /\ / + 969.5 ^ 968.8
S;
\ j\ \ \ \
-y ���'0 O o 2 \ -, 0 / X\ 69.2 970.1970. / 96\ N////
/� / � /
2�•
\ x T O 1 > 0) / � � 969.4 S / // '� .
�' Q 2 O G� m \ / O i �� 968 9 970A: / 60.6 ✓ /> // . C
O �- _0 �L� \ \ / �0 �\., /� x969. 5 \ �// .// . Cri
J' � 3 07 0 2 x \ / gyp'/ I \ h + / :��!
. `, \ ` ('�f 9>, �<mm \ J��,; 969.9 0, \ /
/.
. . .. \ .. . '. 1 71 ,A �\ 1� <I-
x I �O f'fi �o \ \ 970.9 „ ..vG�' 69.4 �+ / IS"\ I . ... . � I 7. 1:
- ✓. O C1 979.7 � 0 �� 0'' \
. . . . . . I . I . \ .1� I . . 1. . . � . \ x OO�Q O 979.1 // 9Z8.6 ��jo� �� ��''•. �(�� \ 969.6 / .\ + S /. CD , I \ .. . / \\
1 V �o /
. ••. Q
/ � \ O 1 // \
.; 9 / Q i719,�� / Q� /
\ O / 973.6 • . �c . \ /
..\ 20 '` �S� "9':\ ' 977.1 x.43 �y'�'' / "�/ ..� ° :/ \r �s �'' `�,' /
x I O x 975.5 ",�
� \ e� �/' / /
19��0 /' \ �� / SO \ OLS 963.1 ��/ Fgg2.3
954.8 975.8 tP X T IV I /\I I �1. / \
\ \ T2 3 / / 975f X I'V' 9.> 1 ,O. / �I + �Q : /
. / \ _ 0 . `9� / F cP
x . \� O 2� /' /. 4 4 / ' 11 / .11 (GO V.��. / c�� �( /942.2
I "I
79.0 \
./
. .. . . �, . . '. .11 ... ... �, '. 1. I . ".. 11 I I '. , . I I/
\... 78.7 i 5 . �` `Q , .. \ +.... \ \ ...1 I . I . 11 . 0 \ �j _\ - _____� . / " X .. I q,0 e<v \ I , � / .
<v �$ 0 g76 n 19 0 /R �1.. / /,
941.6 f.. X 97 6 � " � \� \
x X/ Go .:/ 010. / &' \ ,/ 954:6 Imo.` `� / 940.6 ///
I.
. Q0 o O ,
EWL x95457 976.9 h0 76 � �`�?�q0 M ' . .\-:-� �, Q' �,.. \.< + may/ /� ELAKE x/ /
Q f ylo V1� / QQ� ��G �(C \ / / ori /�
�F x 7.7 �.. 975.5 �� O / ��� j. �O SGyO� .1 \ / /
. I x 0 6._ Q . + //
v yo Z t � / � ��//
to 963.8 `. rn . . / . -977.6 g o�Z Q O �7 ZS (� OI�Cf�� / / �G>����� X00 x / \ 949.7 FND 1 9 2.2 �/
�.� /
\ p I C9 WALK �N 0 ' :� 'Z LO / EWL / /
x x962.5 0 �9�T .0 \ / \\\ / /
�N'
1
0
.: / .
9
42.2
J G 'C
,9
�r \ �' FLOOR = 976.8 6� ' \ / \ N / 4\ .- / ''O / /
* . x 97s.2 �� 9165 �' 9 �� \\ FLOOR UNDER a� \ \/ ' ;�S (0 942.8 /' �� 941.0 ///
\ I I . I "�.
5 U � GARAGE:'- 967.5 G � / / \ 'O /
940.7 .. \ ) O 1 42.3 /
EWL `. ?. Q V \ x976. \ .�./�•j.' / EWL ///
I x � t o � SIV I 4� t� \. ST x \ yb'67 67 O `` \ �OoO / / /
\. `�
3
z �9j 1 U �W 975. \ \J /. v` / /
OS ti g76 5 7 W O . �i //
\:
953.5 i ��° 26.1 PROPOSED - �� �� ��� / 940.7 /
97 0._...... T.W.=975.0 HOUSE C 954 : 11.1 .\ . �y� ELAKE //
. � . . \ \ . 8' s / /
i
940.4 942 z I ` eO LOWEST HOUSE __ O / ' 942.1 / '
--
EWL------- - FLOOR - .5 B W g7 EWL
2 x
\-!
-I . ---- . ---69.4 - --- O G• 9� O\\, rn >641.8
T W 975;0 cb yaF
r ,t------------� -=------------- - ------------108.6 -, --- --- -- -- - _----__--- ---- gV.0 5 0 8 1I`P o O / /
.0 /
958.8 '•------- - - - - - - - - - EiL so- ? 1 O
y
------105.2 ---x-- - --- -- �'1 EOi n q. 9-I P X20 O �� /.
O=- -------- -- --`-- - : - ----- 959.6. Mw 9� lJ F17 96g �� �� /
1 S
\�
�+ E i 9 • o � / �F� /
a.R x O� ' 1 ��65 �O-. , �h�o / \ /
z . I . 967.5 a+o O 16 O s �g O �O VA fZ . 1 O O �� /
rn . /
Ix G O p P q� / 940.7
11
V) w .J �/ 971.2 w N O ..� ,.O' �i; . / � ELAKE /
Z m W° / i �� / 1�� EWL6
0 N � OJ N x,
- \ ;: V _ TW.=970.5x9s7.9 / /
C 1 � 7ro B:W.=970.6 �.,,. / �G
70 941.1 O 9 I (Y' / i
t0 EWL i o ` 969:3' 970.3 �, : , 1( �O / , O'
\ tp p3: �/ ' / ��
N ._. 971.7 ,1 1 .� 1 Q `V� / •x 941.7�� / / i �P�'L
cY O
I0`b. 97s.8
m \` - 14._ 95�; -- ° li�� �C kn `� 03�X . / 941.7 / / i
9 10 �C�
D 45.6: - ---------EWL
,
-- -
F1
�n !' ' to Rte' /'� L ' �O
-I .... rn 1ti. 975.7 F+ \ 1 I. F 940.8 /
0% 974.5 �G, `, ELAKE /,z
IV 964.1 �. 6 MOVE. , \ . /i �`� 05
E� C2
i 5
o I m' / O 6E / /, vy O
o \ x I ^ n , 963.1 \ �� 97s.s LINE / ._X . / ��0�\ 9 FOOT POURED WALL AT HOUSE
�^ -1 �; s T.W.=974.5- .FF � P
941.11
.2 �� \ ` ` .-B� / �\�... / o`� /� OL 10 FOOT POURED WALL AT GARAGE
EWL y 949.4 O Z D \ : B.W.=974.0 \ �� Y, / : Oo)\ / � \-' V
\ � G1 r . \ 975.8 , ice! 968,0 / ti� / /
M W r 9.§2.3g / i
I' 3C :964.6 \ 972.7 /' ��' ! PROPOSED
ri m 0 � 975.6 S � c /
942 3 . Z r SI.1./•'. 942.2 V� / i
' \ OHW 2.
a S �9q /'
Z/ 5/.... /•' �N 3 /
ELEVATIONS
1.
m \ f GI v9� 74.4_7� ..... / O�� /i'
y . �: ..... 942.942. -
j
J o 1.\ /, TOP OF WALL = 977.2
940.7
: / 1.942.2 i
ELAKE
GARAGE FLOOR = 8
955.0 95s.1 v `. � ........ / � �� L��G / '
O�
941.3 ;� a . 956.E O 1. OM/' / LOWEST HOUSE FLOOR = 968.5
EWL TOP OF
955.2
70 4 .
x952.7 v .. -, _
:� 9ss.o ...... � ' / % LOWEST HOUSE FLOOR FOOTING 968.2
.
.` _ _.. / // LOWEST FLOOR UNDER GARAGE = 967.5
:I 954.6 � 0 /
6
Y x943.5 I . I.. 1. TOP OF LOWEST FLOOR UNDER GARAGE FOOTING = 967.2
:� l t� /
.. , _.
'. 0 967:8 ....... / /i
.
1-11111
957.6 /
hereby certify that this survey, Ian
,: ,,X.0 ,5i. / / Y Y Y, p
V
941.5 : . I 954.3 1.11.1-111 94 2., x / / ' or report was prepared by me or under
EWL
z �'� ��� m direct supervision and that I am a
�� 951.1 . 952.1 I fl .. i /�� ,
:: ..
963.3 x942.4 i ' 42.s Q A duly Registered ed Land Surveyor under
y EX. STRUCTURE - 952.1 I °' / /'941.1 ` �f " Y g Y
(TO BE REMOVED) ..:� �. 9s7.7 0 % � E / ELAKE P .Lc11 _0 the laws of the State of Minnesota.
/ 9s0.1'- - 951.3 . 958.5z
,.I.I'llI./ / ' / 1 �VVV GJQ GJ0
2.1-- � 951.8 95 9 g58 / �F� /, / 1 L� 0�`� O,
943.2 i I:O 9s4:2. S.. /i' f�P �y. ° LO
.2 p �, 95 g5� / %� �� 0\�� ��,� ��/�Fo °� JASO D
Z� / /G O \ O
:
�: 951.0 951.1 943.3 \. / / �(
I � ::` I 952 (35 �y. y�F� / �Q p5
i a ....................
"" ""9�8 946 �J2J/ 942.7/ 941.7 �P� Date: 12-16-2021 License No. 41578
. q x9.50.5 I 7 C / / EWL /i
X
fft 951.0.......... I 54s. -x 945.1 ��� / '
I
949.6 I� 1951.1 III'l__ 940.6 / �,
x946.3 .FNNCEEND .H A• %'.. I, S86°46'06"E 101. -��r� ELAKE / ,
j 0 ... 942 / / i,
. .....
MVA -
I /
944 7 $ bfl
a
(� i 943.5 941. / i
945:3'....I ...... J 943.2 EWL / i
�v NOTES
..
�' /
1. ..". r
/�
_� 9_ . - x942.5 /�� /z' * BUILDER TO VERIFY HOUSE DIMENSIONS SEWER DEPTH AND
x 943 0
DRAWN BY: JEN
JOB NO: 210856HS DATE: 07/08/2021
CHECK BY: JER
FIELD CREW:TBD
1 07/12/2021
Added old structures
JEN
2 08/04/2021
Added wetland Location
JEN
3 12/16/2021
Add 25' x 50' Septic Areas
JEN
N0. DATE
DESCRIPTION
BY
.- 941.7
/' FOUNDATION DEPTH.
_. � 9. 42.4 / WE1 9� WET WET- -`� / �,' * eooa
941.9 9408 , DRIVEWAYS ARE SHOWN FOR GRAPHIC PURPOSES ONLY. FINAL
9422 , '' WET EWL EWL KE /%' DRIVEWAY DESIGN AND LOCATION TO BE DETERMINED BY
EWL_ • '' WE ��41.0 - ----- --- -- 9al.o-- --------------- ELAKE CONTRACTOR. BUD
942JET��- ELAKE ELAKE * FINISHED GRADE ADJACENT TO HOME SHALL BE 0.5 FEET BELOW TOP ■
�� EST. 1977 Professional Land Surveyors
OF BLOCK EXCEPT AT DRIVEWAY AND PATIO.
��wE1 E A1KE * TOPOGRAPHY SHOWN IS FROM PREVIOUS SURVEY DONE IN 2005.
* WETLAND DELINEATION PERFORMED BY EARTH SCIENCE JULY OF 2021
* WETLAND FLAGGING LOCATED BY E.G. RUD & SONS, INC. ON
8-04-2021.
www.egrud.com 6776 Lake Drive NE, Suite 110
Lino Lakes, MN 55014
Tel. (651) 361-8200 Fax (651) 361-8701
S:\RUD\CAD\21PROJ\210856HS\210856HS.DWG
210856HS