HomeMy WebLinkAbout2010 Finish As-BuiltFINISH AS -BUILT GRADING SURVEY FOR:
KEVIN SHUL TZ
Property Address: 3980 Cherry Avenue, Orono, MN
P.I.D. No. 08-1 17-23-33-0026
Benchmark: Top rim of manhole at intersection
of Cherry Ave. & North Arm Drive.
Elevation = 970.61 N.G.V.D. 1929
Established in 1962
LOT SURVEYS COMPANY, INC.
LAND SURVEYORS
REGISTERED UNDER THE LAWS OF STATE OF MINNESOTA
7601 73rd Avenue North 763-560-3093
Fax No. 560-3522
---xx--- DENOTES PROPOSED SILT FENCE
RETAINING WALL HEIGHT ABOVE GRADE TO BE A MAX. OF 4 FEET. AS PER THIS PLAN.
GRADING LIMITS ARE DEFINED BY PROPOSED CONTOURS.
ALL AREAS WITHIN GRADING LIMITS SHALL BE SPRING TOOTH TILLED TO A
UNIFORM DEPTH OF 10 INCHES, FINISH GRADED AND SODDED AS PART OF THE
LANDSCAPE INSTALLATION.
GRADING LIMITS SHALL BE DEFINED ON SITE BY A SILT FENCE INSTALLATION TO
CODE OR SPECIFIC REQUIRMENTS AS DEFINED BY THE CITY OF ORONO. TYPICAL
INSTALLATION, STATIC SLICING METHOD, SEE DETAIL.
PERMANENT EROSION AND SEDIMENT CONTROL PLAN:
ALL AREAS WITHIN GRADING LIMITS SHALL AS NECESSARY HAVE EXISTING TOPSOIL
REMOVED AND STOCKPILED ON SITE. FINAL GRADE SHALL INCORPORATE EXISTING
STOCK PILED TOPSOIL AND ADDITIONAL TOPSOIL AND ADDITIONAL TOPSOIL AS
NEEDED TO PROVIDE A MINIMIUN TOPSOIL DEPTH OF 4INCHES OVER THE ENTIRE
GRADED AREA,
ALL AREAS WITHIN THE GRADING LIMITS OUTSIDE OF LANDSCAPED AREAS SHALL BE
SODDED. ALL LANDSCAPED AREAS SHALL HAVE EDGING AND DECORATIVE STONE OR
CYPRESS MULICH.
Minneapolis, Minnesota 55428
ururVors (Grrtif iratr
yj
i�
DETAIL NORTH LINE
S\j no scale
� O NRF°58'47"E 115.12
S89 °04'02"E `;
34.70 ---
N
W `�
I L^
0
I
Q
o��lo
Qj 3j
?
;jl
ter\
Drainage
973.5
�mm
Block
Basis of bearings
is assumed
Type of Building
Fullbasement Walkout
o � � --- 113.52 -------
S86 058'47"W
30.14 ---------
9004'02"
--- 9°04'02" E v
O co
C
CD
DETAIL SOUTH LINE
"-, no scale z
i
I I-IOUSL I
I 1
I I
97.8 1 980.
MAIA JM] IV1S),NO
INVOICE NO. 79696
F.B.NO. 1046-61
SCALE: 1 " = 20'
O Denotes Iron Monument
• Denotes Iron Monument Found
x000.0
Denotes Existing
I
000.0
Denotes Proposed Elevation
/�
969.15
I 97067 /
SOUTH
Denotes Surface
Drainage
973.5
Proposed Top of
Block
Z�
Z��sZ
Floor
Cf) C\
W��
Z
Floor
965.7
Basis of bearings
is assumed
Type of Building
Fullbasement Walkout
o � � --- 113.52 -------
S86 058'47"W
30.14 ---------
9004'02"
--- 9°04'02" E v
O co
C
CD
DETAIL SOUTH LINE
"-, no scale z
i
I I-IOUSL I
I 1
I I
97.8 1 980.
MAIA JM] IV1S),NO
INVOICE NO. 79696
F.B.NO. 1046-61
SCALE: 1 " = 20'
O Denotes Iron Monument
• Denotes Iron Monument Found
x000.0
Denotes Existing
Elevation
000.0
Denotes Proposed Elevation
/�
969.15
I 97067 /
SOUTH
Denotes Surface
Drainage
973.5
Proposed Top of
Block
972.5
Proposed Garage
Floor
965.7
Proposed Lowest
Floor
965.7
Proposed Lowest
Opening
- - "'- -
Denotes Existing Contour
tw
Denotes top of wall
bw
Denotes bottom of
wall
AS -BUILT ELEVATIONS
Top of Foundation - 973.5
Garage Floor - 972.5
Lowest Footing - 965.5
Property is not sodd0.ECEIVED
972.29 { \
I
{ d e c k {
I 1
NORTH L /NE OF THE SOUTH Garage
824. 7 FEET OF GOVT. LOT 5 { -1J
:3/ W \ u------------ I 1
.O I I a-)973.8 \
E r \ 1 I 1 ' --984.2- - _ - _ 984.6
{ CO shed 975.0 \ 11 boulder 11 -
I SEE DETAILS �y 0000 \ O�� J `
`COOpOOpders 976.3 O \ j 5'7-ZL deed- 57.49 measured
,{ { - d- - - _ - - - - - 474.9 O (1f\ O firE S I \
0 S $�o �r it \ \
m h PI// 3479 \ '• - - - - _ N8V .7(T`#1 'F� i �.J G 976 2-
o '
97169
972.03 i h n v1 n9
939.22
® 1 I .t .x16:°'6 9� \\ \\ .\` \\ 978.6
dnanhoNe 1 / I .. 6-
I I 1�64. 9 v -
I 1 \ { I 964.4x II sol \\\ `\\ '-- W� _9,�
>y�
y _�-_ \ O�
I - r ` `I o W
966 - _ 976
1 I _
--tea-- W _power pole 12" ... N { I t< tw-
--i--'r-i x
972.11
7 { 964.4
catch basin 966.s9 { O j
961.184 -.- __ ___ _ _ _ __-__ - __ _ { - �'� - \�..966. -`�
nv C\1
970.44 o 04/ bw \ _
To 2012
CITY OF ORONO
11 C:) )Lj-Q\ 97
I ,' I .� - 965.1 fire lace 964. ,�` 4/der
w 1 �. ,_ U { 868.0 bw 965. 1 J W -
1n ( _ tw X, g- - _ -
O I \� � I Q `.. 964. L t w 7 m Z 967.3 -96�
Z I 96 W I m _ i porch ' bw 966.2 C:)
Q O
R Z I --"" 964.0 r Wok
[� 0 si n N\ Wl / ' 1 well - \ tw obw 3 965.1 964
0_ ° `0 O ? f's{ 971.1 968.61
r z J I W concret
bw
<972
omailbox II I . \ 63.7
Q 0 ✓1 ( fop 2 5.0 0
66---
o , Q I a, Existing m, ®/ol unit -
I, z W 11 I -5TORY FRAME
II j ; ,� i No.3980 gas meter _
� 9r� 5' _ \
' b i
p O 64 1
gar fir L 64.4 .c
Ll. �1 �� I 972.5 door s i ! l 0 /'aFrye 963.4
O { 975.5 77 9 '
97zzs , z I 24.0 'a tib o
z I o
4.0 0 0 stoop 97t . 9 71.8 2,cant. i 968.9 1
--39.4- I _ i ----- N`1 24.0 �9 bw / /� xz 963.3
\ --T I cont , t/w { bw 962.8
`\ I - -972 w '01boulder wall ,' �66. �7yggc3963. 7
CD
\...` l` 971.6 I I o //
962.4
ci
{ Cf
>lbw '..' 9J0-/ Na\ X
970.5 o i
I .I 0 10 z
° 968 �� 12"amp
I I inv
\g
{' Ience
- 7.3 deed 12.04 meas
mailbox ,, /
power pole 971 9 1 _'......
� 961.8 \ 12"cmp
12
\�' 963.85
S86 58'47"W 113.52
40, my
rr'�� j� .. ,. ,: ..;......: - .:, � / � \Se 960.21
- -17- 971.44 1 81'0V 1 / ... ewer
967.33 966.85 / s�o`
I sign /
°
°sign
S 89-104"02.,:"E' /
/
• r,
r f bituminous
sewer sery
location per
--Z�I,,
, ee
ce
/�
969.15
I 97067 /
SOUTH
edge o
SN
� AVENUE
plans
(field verify)
in
961.94 anhole
mh inv
949.95
L INF OF THE NORTH 150
FEET
z CHERRY
OF THE SOUTH 824. 7 FEET
SEE DETAIL
IOF GOVT. LOT 5 manhole
0 mh rim
970.61
m h inv
958
h.33
minv
958.13
I
IF
Legal description from Hennepin County tax records:
{
The west 115.00 feet of Lots 10, 11 and 12, Block 5,
CRYSTAL BAY VIEW. Also
the
North 150 feet of the South 824.7 feet of that part of
Government Lot 5 in
Section
7, Township 117, Range 23 lying East of the center of
County Road No. 151.
Except Road.
HARDCOVER CALCULATIONS
The only easements shown are from plats of record or information Area of Building = 3299 sq. ft
provided by client. Area of front porch = 48 sq. ft
We hereby certify that this is a true and correct representation of Concrete Drive & walk = 1369 sq. ft
a survey of the boundaries of the above described land and the Area of boulder walls = 371 sq.ft
location of all buildings and visible encroachments, if any, from or on Total Hardcover= 5087 sq. ft
said land. Signed
Area of Parcel = 22012 sq. ft Gregory R. Prasch, Minn. Reg. No.24992
Surveyed by us this 1st day October of 2011. Percentage of Hardcover = 23.1
Percentage of Lot covered by house area = 15.0%
11-12-2012 cone drive and hardcover
U
°
cc
Co
rn
r
to
I
N
i
0
U
3
°
T
0
M
0
co
M]