HomeMy WebLinkAbout3002824230017-10142014owforow TODD FRANCIS
CERTIFICUE OF SURVEY owoofow 6417 RYAN AVENUE (IM:) DENOTES PROPOSED ELEVATION.
BENCHMARK X 1011.2 DENOTES EXISTING ELEVATION.
DENOTES DIRECTION OF DRAINAGE.
CITY OF EDINA BENCHMARK #249: TOP DENOTES WOOD HUB/METAL SPIKE AT 11 FOOT
OFFSET. (UNLESS OTHERWISE NOTED)
EXISTING CONDITIONS GRAPHIC SCALE NUT OF HYDRANT AT NW QUADRANTOF 64TH STREET AND RYAN AVENUE. -s- DENOTES PROPOSED SILT FENCE
20 o 10 20 40 80 ELEVATION: 920.98 (NGVD 29)
A
)9209 4
M H�AN
INV=909.82
z
UJ
,924.59
MHSAN
INV=912.29
: 920,02 913.51 ONW
6 ao
X 921.17C,4
•
x 906.44
0
W�/ ^
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10.13
04 pj
X 921.30
921.25 .920.51 916.03
X
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921.54 913.53
X.9.21.99 91V.39
0
921.�67 .?0 :916.71
----------------- _1920 X1 /�3 6
921.96 26. X 914.24 '�12.35X
8 0 x.'910;20
O
X 921.87
*-922.Ol
00
910.66
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922.45 912.11x•. :x 905.80
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03 ON (3'91661
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.i:. 924.81 1.
f 922.41 N:. DOOR -FF 311.58
(n X
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* 92? . 8 "i C� x913.63'
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CS 923.71 0 (b
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923.01 11.9
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923.82 23. 914 77 L
923.5 Z 97 >
!924.83
RETWL-BLOCK
0
/1-
92 923.46 FF
3.26
.............
Zig
..923. 5.3
923.11 1: . . -------- ---- 58.2 --- --------------------
A 10. X
923.03 922.92
DEC i cb i 912.25
4M59
923 905.80
.32/ n 911.46
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922 .............................
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x
x 911.76
&YJ1 92-2:25 920.6.*
MAPLE1 2
............. 921 ............... X: �K 9P9.89
911.12 :X 905.75
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th b
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912.11
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EXISTING X L I X 903.20
HOUSE X
X
20- 0)
2
192356 91033
JFNOiPOPEN NLDCpbp N /
122.82 MEAS.
( IN FEET )
1 inch = 20 ft.
122.57 MEAS.
---
912.12\
FNDIP9018
IRON MONUMENT FOUND AS LABELED
FNDIP9018
DENOTES
921.40':' :
V
%
HYDRANT
112
Vi
UJ -J
EXISTING
Vi
Iw
DENOTES
HOUSE
X 952.36
0)
SNI
EXISTING SPOT ELEVATION
co
DENOTES
RETAINING WALL
921.19
: 920,02 913.51 ONW
6 ao
X 921.17C,4
•
x 906.44
0
W�/ ^
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10.13
04 pj
X 921.30
921.25 .920.51 916.03
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X
921.54 913.53
X.9.21.99 91V.39
0
921.�67 .?0 :916.71
----------------- _1920 X1 /�3 6
921.96 26. X 914.24 '�12.35X
8 0 x.'910;20
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f 922.41 N:. DOOR -FF 311.58
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* 92? . 8 "i C� x913.63'
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CS 923.71 0 (b
MAPLE52 53 6
923.01 11.9
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922 .............................
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x 911.76
&YJ1 92-2:25 920.6.*
MAPLE1 2
............. 921 ............... X: �K 9P9.89
911.12 :X 905.75
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th b
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.......9.22.94
912.11
------------34.7-------------=-'. :917.14 X 914 11 X: 910.044
EXISTING X L I X 903.20
HOUSE X
X
20- 0)
2
192356 91033
JFNOiPOPEN NLDCpbp N /
122.82 MEAS.
( IN FEET )
1 inch = 20 ft.
- -------------------- 47.2 -------------------- - "
0
. 913.54
IRON MONUMENT FOUND AS LABELED
S
DENOTES
921.40':' :
V
%
HYDRANT
112
DENOTES
920.11X'
co->
DENOTES
POWER POLE
X 952.36
DENOTES
EXISTING SPOT ELEVATION
-
DENOTES
RETAINING WALL
921.19
X 921.21
EXISTING CONTOURS
to:
00
914.16 1
PROPOSED CONTOURS
W
DENOTES
921.09
DENOTES
EXISTING WATER MAIN
OHW-
DENOTES
X• :
DENOTES
CONCRETE SURFACE
.................
...........
GO
L
0
0
924.66
TNHXYZ
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(b
c0
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�I&. 5f .'AMS.
11
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N89 W '50'4:.E
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9:i7.00
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921.54 913.53
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----------------- _1920 X1 /�3 6
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CS 923.71 0 (b
MAPLE52 53 6
923.01 11.9
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923.5 Z 97 >
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RETWL-BLOCK
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/1-
92 923.46 FF
3.26
.............
Zig
..923. 5.3
923.11 1: . . -------- ---- 58.2 --- --------------------
A 10. X
923.03 922.92
DEC i cb i 912.25
4M59
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............. 921 ............... X: �K 9P9.89
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th b
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912.11
------------34.7-------------=-'. :917.14 X 914 11 X: 910.044
EXISTING X L I X 903.20
HOUSE X
X
20- 0)
2
192356 91033
JFNOiPOPEN NLDCpbp N /
122.82 MEAS.
( IN FEET )
1 inch = 20 ft.
NORTH
ENISiING IMPERVIOUS COVERAGE
Lot area: 14,883 sq. -It.
Bituminous drive: 586 sq. ft.
House/garage (includes deck): 1,928 sq. ft.
Concrete: 361 sq. ft.
Total existing impervious coverage: 2,875 sq. ft. (19.3%)
PROPOSED IMPERVIOUS COVERAGE
Lot area: 14,883 sq. -A.
Proposed drive: 1,255 sq. ft.
House/garage: 2,802 sq. ft. (18.8%
Total proposed impervious coverage: 4,057 sq. ft. (27.3%)
DIAGONAL: 95.00 X 44.00 = 104.69
(9' POURED WALL WALKOUT BASEMENT)
PROPOSED ELEVATIONS:
FIRST FLOOR = 925.7
TOP OF WALL = 923.9
GARAGE FLOOR = 923.5
BASEMENT FLOOR = 915.2
TOP OF FOOTING = 914.9
LOWEST FLOOR - GOLF SIMULATOR = 913.2
*BUILDER TO VERIFY HSEDIMENSIONS, SEWER DEPTH AND FOUNDATION DEPTH
*DRIVEWAYS ARE SHOWN FOR GRAPHIC PURPOSES ONLY. FINAL DRIVEWAY DESIGN
AND LOCATION TO BE DETERMINED BY CONTRACTOR.
*FINISHED GRADE ADJACENT TO HOME SHALL BE 0.5 FEET BELOW TOP OF BLOCK
EXCEPT AT DRIVEWAY AND PATIO
NOTES.
- Field survey was completed by E.G. Rud and Sons, Inc. on 9/25/14.
- Bearings shown are on an assumed datum.
- Curb shots are taken at the top and back of curb.
- This survey was prepared without the benefit of title work. Additional easements, restrictions
and/or encumbrances may exist other than those shown hereon. Survey subject to revision
upon receipt of a current title commitment or an attorney's title opinion.
- Lot area = 14.883 sq. ft.
LEGAL DESCRIPTION_
The West 123 feet of Lot 3, Block 13,
NORMANDAILE, Hennepin County, 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.
\46 N F.• R U D
Date: 10/14/14 License No. 41578
94
LEGEND
0
DENOTES
IRON MONUMENT FOUND AS LABELED
S
DENOTES
SANITARY SEWER MANHOLE
V
DENOTES
HYDRANT
112
DENOTES
GAS METER
co->
DENOTES
POWER POLE
X 952.36
DENOTES
EXISTING SPOT ELEVATION
-
DENOTES
RETAINING WALL
DENOTES
EXISTING CONTOURS
DENOTES
PROPOSED CONTOURS
W
DENOTES
EXISTING SANITARY SEWER
DENOTES
EXISTING WATER MAIN
OHW-
DENOTES
OVERHEAD WIRE
DENOTES
CONCRETE SURFACE
DENOTES
BITUMINOUS SURFACE
GO
NORTH
ENISiING IMPERVIOUS COVERAGE
Lot area: 14,883 sq. -It.
Bituminous drive: 586 sq. ft.
House/garage (includes deck): 1,928 sq. ft.
Concrete: 361 sq. ft.
Total existing impervious coverage: 2,875 sq. ft. (19.3%)
PROPOSED IMPERVIOUS COVERAGE
Lot area: 14,883 sq. -A.
Proposed drive: 1,255 sq. ft.
House/garage: 2,802 sq. ft. (18.8%
Total proposed impervious coverage: 4,057 sq. ft. (27.3%)
DIAGONAL: 95.00 X 44.00 = 104.69
(9' POURED WALL WALKOUT BASEMENT)
PROPOSED ELEVATIONS:
FIRST FLOOR = 925.7
TOP OF WALL = 923.9
GARAGE FLOOR = 923.5
BASEMENT FLOOR = 915.2
TOP OF FOOTING = 914.9
LOWEST FLOOR - GOLF SIMULATOR = 913.2
*BUILDER TO VERIFY HSEDIMENSIONS, SEWER DEPTH AND FOUNDATION DEPTH
*DRIVEWAYS ARE SHOWN FOR GRAPHIC PURPOSES ONLY. FINAL DRIVEWAY DESIGN
AND LOCATION TO BE DETERMINED BY CONTRACTOR.
*FINISHED GRADE ADJACENT TO HOME SHALL BE 0.5 FEET BELOW TOP OF BLOCK
EXCEPT AT DRIVEWAY AND PATIO
NOTES.
- Field survey was completed by E.G. Rud and Sons, Inc. on 9/25/14.
- Bearings shown are on an assumed datum.
- Curb shots are taken at the top and back of curb.
- This survey was prepared without the benefit of title work. Additional easements, restrictions
and/or encumbrances may exist other than those shown hereon. Survey subject to revision
upon receipt of a current title commitment or an attorney's title opinion.
- Lot area = 14.883 sq. ft.
LEGAL DESCRIPTION_
The West 123 feet of Lot 3, Block 13,
NORMANDAILE, Hennepin County, 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.
\46 N F.• R U D
Date: 10/14/14 License No. 41578
94
4 - -!! I
;plj !. i
A77.
924.59
MHSAN
INV=912.29
PROPOSED HOUSE
EXISTING
HOUSE
-------------------
47.2 ---------------- 913.54
- - 921.40-.*.'.
4
..
..............
%
920.11X;
ED
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HOUSE
7 z�
Professional Land Surveyors
%,ww.egruid.com6776 Lake Drive NE, Suite 110
9
Lino Lakes., MN 55014
Tel. (651) 361-8200 Fax (651) 361-8701
14566 HS
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MHSAN
INV=912.29
PROPOSED HOUSE
EXISTING
HOUSE
-------------------
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- - 921.40-.*.'.
4
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%
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ED
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17.14 X X 910.04 Ic
X
EXISTING X 903.20
L
HOUSE
7 z�
Professional Land Surveyors
%,ww.egruid.com6776 Lake Drive NE, Suite 110
9
Lino Lakes., MN 55014
Tel. (651) 361-8200 Fax (651) 361-8701
14566 HS