HomeMy WebLinkAbout2014 Certificate of SurveyI
0
CERTIFICATE OF SURVEY FOR
DENALI CUSTOM HOMES, LLC
IN THEN 1/2, SE 1/4, NE 1/4 36-118-23
HENNEPIN COUNTY, MINNESOTA
"LINE A EXTENDS TO A POINT
S 89059'22" E 180.00 675 FT SOUTH OF THE NORTH LINE
AND 830.75 FT WEST OF THE EAST
LINE OF GOV' T LOT 3, SEC. 36-118-23
O�, \ I \ SOUTH LINE OF NORTH 2�0
FEET OF N 1/2, SE 1/4, li 1/4
. \ SEC. 36-118-23
LINE A
J \
/ 992 _ 06
----------
T
/ —___------ --992------_— — 5
-994-
(V �
4200 sf of Added Wetland Buffer o
- See MCWD Wetland Protection
- -- - — —
.....LINE PARALLEL / 1
II WITH "LINE A"
� I
996 POWERI( N 89 058'50" W 123.04 OVERHEAD WIRE
POLE
9
WILLOW CLUMP
I ASH CLUMP
20" WILLOW
40X40"
\ W1LOW I 1 \ 2160 sf of Disturbed Wetland
1o�\>
\ \ I 1 \ 6 Et Opt' C�
\ / 47 tt \ - See MCWD Wetland Protection
o ��'� \� Rule - Item 6 subsection c,d,f
o
o�p \ � I I � Absorb#io
\\ Field B \ I NeATION................ / /
\ I 1 " �\ 26'W x 32'L
Lu \\ 125 BUFFER I N
4
I Septic Setback I PROPOSED D s Ic \ \
Cit Code //PROTE TION ENCE 1per City = 0 0 0 \ �� �� o / ISTURBED AREA \ \
Abso,us! t �� s I BUFFER 1
Field `A'
-� 1 V
/ / 1004
/ \ 26'W x 3 t
Lq
SED /
� �Alternate Septic Site75 sf of Disturbed Wetland SIL FENCE/ ' � \ ico
I
1006 o� 1 I I I 25' BUFFER II I w
- See MCWD Wetland Protection
Rule - Item 6 subsection c,d,f / / /� �'.�F — — _ / / ) **'See Original
design with Nibbler
System on file at 0 Pump Lines to Mound 1 A DISTU
f / City of Or \ 0 \
/
AREA IN ono** 1000 / / \ \ \\ I ` \ I Z
/ BUFFER Septic Setback
/ / O 1002 per City Code I �(
06
SPRUCE 10 008,-•�-_.� � j o\ --996------ � /
EP
1 / \\
/ 1-t/ 0 1006 / / //Septic Protection/Silt Fence \ STAN IC
N / 1006.3
/ N I / 18.0
O _
/ /18"S E POOLi I / CO
\ `
6.77
/ ClI o w 4,92
(�}) tQ
5.32
40.Zo
0
0 1000. \
I/ 0.33
/ PREV OUS I I / 38.6 97 6 18.0
OCATION I I / PROPOSED ~�
\
�6 —998- — -�-- /
/ I a 1$ HOUS� �\ /
/ 16"SPRUCE( 0
/ — -1 19
002; 0,0 517 s.o \
...-•--••-------------------------------•- --------..•....---------- ....-- -----•---------------
/ //./...../...
......
1004--- ------ ---------------------# 136.7
s N
— _ 1006 /
w
/ 2.27
I — \ \
43.2 .......I12 -----�
STOOP
/ v 1 I\\ \,P
Q
50
/
16" S�RUCE I ` 12Q s B 12.75 0 17.9 w Lill to I I o \ - --------- \P90/
ioxi�X14" ` -- a 75.46 1 I ��Q
WHITF BIRCH
/) WALK I I I N Cn OCID
I
PRO�OSED TREE \ 1° (liA" � 1000_____
PROSECTION FENCE
O
P
/
o l I �� PROPOSED 1 I I /
\ \ \ DRIVEWAY ------
(D) I / —
O 1008 / I -1002- — — — — - �❑
ELEC. BOXE
P �O�\ 0
16" PINE �/ \ \' _ �— 1004— ---------------- —
o
001�
PROPOSED SILT SOCK \ PROPOSED SILT SOCK I PROPOSED SILT SOCK — — — —
N 89 058'50" W 330.00 Oil 1 ,�Qo6 0
/211.00 �- < ` -TRAVELLED ROAD _ \ •`------... \ / \ � i
V------
N 89058'50" W 391.00 POWER 0
POLE
SW CORNER OF NORTH 1/2, ---..SOUTH LINE OF NORTH 1/2,
SE 1/4, NE 1/4 SEC. 36-118-23 SE 1/4, NE 1/4 SEC. 36-118-23 LEGAL DESCRIPTION
That part of the North Half of the Southeast Quarter of the Northeast Quarter of Section 36, Township 118 North,
Range 23 West of the 5th Principal Meridian, described as follows: Beginning at a point in the South line of said
North Half of the Southeast Quarter of the Northeast Quarter, distant 211 feet East of the Southwest corner thereof;
thence East along said South line 330 feet; thence at a right angle North 344.5 feet; thence at a right angle West
to an intersection with a line running from a point in the South line of said North Half of the Southeast Quarter
of the Northeast Quarter, distant 391 feet East of the Southwest corner thereof, to a point distant 675 feet South
of the North line and 830.75 feet West of the East line of Government Lot 3 in said section, said last described line
being hereinafter designated and referred to as "Line A"; thence Northerly along said "Line A" to a point 200 feet
PROPOSED ELEVATIONS (verify) south of the North line of said North Half of the Southeast Quarter of the Northeast Quarter; thence West parallel
with the North line of said North Half of the Southeast Quarter of the Northeast Quarter to an intersection with a
1) Garage = 1008.0 line drawn northerly from the point of beginning and parallel with aforesaid "Line A"; thence southerly along last
said parallel line, to the point of beginning.
2) Top of foundation = 1006.8 Iron marker found
91o.a : denotes proposed spot elevation, mean sea level datum
3) Main floor = 1008.77 --917---: Existing contour line, mean sea level datum
04 proposed contour line
4 Basement= 998.08 ❑ : denotes proposed wetland buffer monument
0 Bearings shown are based upon an assumed datum
This survey intends to show the boundaries and topography of the above described property, and the proposed location
of a proposed house, pool, and grades thereon. It does not purport to show any other improvements or encroachments.
REVISIONS I HEREBY CERTIFY THAT THIS PLAN, SPECIFICATION, 11-25-14
EPOR G R O N B E R G ASSOCIATES INC ■
WAS PREPARED BY ME OR UNDER MY DIRECT SUPERVISION, IOON,
DATE REMARKS AND THAT I AM A DULY LICENSED LAND SURVEYOR UNDER THE SCALE
1-16-15 TREE PROTECTION, ADDITIONAL BUFFERS SHOWN LAWS OF THE STATE OF MINNESOTA. ill CIVIL ENGINEERS, LAND SURVEYORS, LAND PLANNERS
JOB NO.
2-12-15 14-450 445 N. WILLOW DRIVE LONG LAKE, MN 55356
SHEET
OF PHONE: 952-473-4141 FAX: 952-473-4435
DATE MINN. LICENSE NUMBER SHEETS