HomeMy WebLinkAbout1802824230016-11132015ff UU l
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City of Edina
Plans Reviewed for Code Compliance
Building Code: 2015 MN State Building Code
Date of Approval:
Permit Number:
Signature:
Building Official Li ense:%�'(O, ®0202 3
0l)
LL
PROPOSED CURB CUT
x}4805 WOODHALE WAY
W
FRONT ENTRY=900.6
\
GARAGE FLOOR=901.4
0
6•�Q
G
0l)
897
LL
PROPOSED CURB CUT
Catch Basin
W
899.3(e
'
V
897.04 x
0
2
a
SAN M.H.
TOP RIM=898.56
-
INVERT=867.6
SAN
TOP RIM=898.100
X900.0
Existing Elevation
X(900.0)
EMSTING CUF
x900.OTC
SAN SERVICE
x900.OTW
INVERT=867.4
1-900--
1
.,-900--,
® CP#5
895.91
EL=897.54
897
PROPOSED SITE PLAN FOR:
GREAT NEIGHBORHOOD
SPORCICH RESIDENCE
I /--\ -T-
L L�/ I
x899.2
18.01-C x"900
x905.0
\ 898.2 S88'05'37"E 109.97 MEAS. 898.8
\ 898.
\ x8. '4.•• -_ 1 N 904.0 \
900.2TW_,'' ARTIAL ROCK RETvALL-
37.8TV _/ 89�JLW \ 1
97.9x. / x / T
899 4 / 900 9X__.'_.
PROPOSED DRIVE xg(9020) .0�
CONST ENTRANCE F' A.
_rl
897.9x 9.4x 901 Ax \ / �" / �i" CONCRFTF PAD x906.7
' at,, (.. g \.. 4x 10 BE REMOVED
397 6 1 I
_x904 7
�G o / x9024 (ro / /
X 8 - It '.Ip G�� i / 90 7 f . 906.5x dR
1a- I 2 NE
3x
/90,6
D. / /• x907.0 -� / 908.2
(906.4).".soB.oTw)
�-I- N(soss
, x908.2 -9016
907.8X N /
897.5TC I 9� ! . $ OQp�3
7 2x
5. "2 (906.6) n
Q \
909 2 x910.6'\ �^ 908 0YW) QO2
X 97.9 /--- - - x s ., .e):. �6 bs.0 dp I
I I / / / x899.2
'goo
I� T
I x 99.9 , x9 2.6
1 \ L_ U
8J8.1
x91 .2 I I M FRONT ENTR700 DALEY 891.3
00 97 7 - / $ I I ' x911.3 I I I GARAGE FLOOR=890.8
;x� .: e� I x98.2 I I of I I I I I
x8 9.5
oA°, Q 01
����
GG� 00
900. i I x90.
8� 90.8
899.4 90�OQ �y0 $ \ QI P� � h / I h I I 18 I I I I I 114.6 �1` \
_896. TC i 21.42 A 10.9
/ I ]� I \ II I 1'.0 I I I I I I I I 1 \\
( x89 .3 ? 901.1 1 \ I /
�° ° x
x9 5.6 / I I \�
L9°k ori - -400 1 \ 8„ x89 �1 \S
(896.7) Q 1 '00.6X x 2 \x904.1 2 ��yf► ....... x890.2
II (896.3)x / / / / x904.4
896.3 FC
/
x4.4//
90 . / /0P2 �l //oo� x905.0
\ / �. 886.7TC
04/7 / / / GP /\/ / K 1
l \� W x(895.0) / / / x 904.9 / / / 9x
/ /� / 1
\ �\ � x901.4/ / / !` / / / /x891.8 / / / /AK ,
\� \ o / / X892.3 87.OTC %
/ L
�s yI'�// x8158.3 r����0
\\ 9d0. x / 905.2 p
895.4�T\ \ \ 904.1 x905 �.�_ / / / / / NN x887.2CF /-
\ T / of / / 5 \ 888.0r o
�8`95.P ' x\ 3.9 / 893.9
x(894.3) t \ 904./ / �� - /
I � % x887.8
/887.�1TC
X902 7- - --
894.OTC �. - - - -- - - -- - / ¢� /
/ x893.3/
894.2�x - _ _ X8 / / - MIVERT=886.4±
892.2x x(893.41
V - x-893.- / / �/ O
I - -_ - - - • , J / 88�6TC
00 /x887.6
2 x890 x�g \ \� x_J
X 92.1 892.
/ \ x892. I-
11 1 \
/ / r ��
/ I / x8 :4
890.5,,4
887.5TC
890.9 TC
861.9x -
/ / /887.9TC ,y ,
R=20.00 / x887.8CE
BENCHMARK: , „
T.N.H.=89252 �=110'46,53 /
S88.OTC �
888.81C
ISAN M.H.
TOP RIM -888.64
INV. NW=866.8
INV. NE866.7
INV. SW=867.6
208-15A REF: 208-15 147/20
x888.4CE
HOMES
010
//z
SCALE: 1 INCH = 20 FEET
Legend
SAN
LL
PROPOSED CURB CUT
Catch Basin
W
z
a
'
V
897.04 x
0
Power Pole
a
Hydrant
SAN SERVICE
INVERT=867.0
-
Stone Retaining Wall
SAN
Prop. Retaining Wall as Req.
X900.0
Existing Elevation
X(900.0)
1
x900.OTC
SAN M.H.
TOP RIM=896.31
x900.OTW
INVERT=867.0
1-900--
AEC
.,-900--,
Proposed Contour
895.91
Critical Tree Root Zone
i595.8(ek
Drainage
X
Tree To Be Removed
Denotes
Iron Monument Found
O Denotes
Set, 1/2" x 14"
Iron Pipe
PROPOSED SITE PLAN FOR:
GREAT NEIGHBORHOOD
SPORCICH RESIDENCE
I /--\ -T-
L L�/ I
x899.2
18.01-C x"900
x905.0
\ 898.2 S88'05'37"E 109.97 MEAS. 898.8
\ 898.
\ x8. '4.•• -_ 1 N 904.0 \
900.2TW_,'' ARTIAL ROCK RETvALL-
37.8TV _/ 89�JLW \ 1
97.9x. / x / T
899 4 / 900 9X__.'_.
PROPOSED DRIVE xg(9020) .0�
CONST ENTRANCE F' A.
_rl
897.9x 9.4x 901 Ax \ / �" / �i" CONCRFTF PAD x906.7
' at,, (.. g \.. 4x 10 BE REMOVED
397 6 1 I
_x904 7
�G o / x9024 (ro / /
X 8 - It '.Ip G�� i / 90 7 f . 906.5x dR
1a- I 2 NE
3x
/90,6
D. / /• x907.0 -� / 908.2
(906.4).".soB.oTw)
�-I- N(soss
, x908.2 -9016
907.8X N /
897.5TC I 9� ! . $ OQp�3
7 2x
5. "2 (906.6) n
Q \
909 2 x910.6'\ �^ 908 0YW) QO2
X 97.9 /--- - - x s ., .e):. �6 bs.0 dp I
I I / / / x899.2
'goo
I� T
I x 99.9 , x9 2.6
1 \ L_ U
8J8.1
x91 .2 I I M FRONT ENTR700 DALEY 891.3
00 97 7 - / $ I I ' x911.3 I I I GARAGE FLOOR=890.8
;x� .: e� I x98.2 I I of I I I I I
x8 9.5
oA°, Q 01
����
GG� 00
900. i I x90.
8� 90.8
899.4 90�OQ �y0 $ \ QI P� � h / I h I I 18 I I I I I 114.6 �1` \
_896. TC i 21.42 A 10.9
/ I ]� I \ II I 1'.0 I I I I I I I I 1 \\
( x89 .3 ? 901.1 1 \ I /
�° ° x
x9 5.6 / I I \�
L9°k ori - -400 1 \ 8„ x89 �1 \S
(896.7) Q 1 '00.6X x 2 \x904.1 2 ��yf► ....... x890.2
II (896.3)x / / / / x904.4
896.3 FC
/
x4.4//
90 . / /0P2 �l //oo� x905.0
\ / �. 886.7TC
04/7 / / / GP /\/ / K 1
l \� W x(895.0) / / / x 904.9 / / / 9x
/ /� / 1
\ �\ � x901.4/ / / !` / / / /x891.8 / / / /AK ,
\� \ o / / X892.3 87.OTC %
/ L
�s yI'�// x8158.3 r����0
\\ 9d0. x / 905.2 p
895.4�T\ \ \ 904.1 x905 �.�_ / / / / / NN x887.2CF /-
\ T / of / / 5 \ 888.0r o
�8`95.P ' x\ 3.9 / 893.9
x(894.3) t \ 904./ / �� - /
I � % x887.8
/887.�1TC
X902 7- - --
894.OTC �. - - - -- - - -- - / ¢� /
/ x893.3/
894.2�x - _ _ X8 / / - MIVERT=886.4±
892.2x x(893.41
V - x-893.- / / �/ O
I - -_ - - - • , J / 88�6TC
00 /x887.6
2 x890 x�g \ \� x_J
X 92.1 892.
/ \ x892. I-
11 1 \
/ / r ��
/ I / x8 :4
890.5,,4
887.5TC
890.9 TC
861.9x -
/ / /887.9TC ,y ,
R=20.00 / x887.8CE
BENCHMARK: , „
T.N.H.=89252 �=110'46,53 /
S88.OTC �
888.81C
ISAN M.H.
TOP RIM -888.64
INV. NW=866.8
INV. NE866.7
INV. SW=867.6
208-15A REF: 208-15 147/20
x888.4CE
HOMES
010
//z
SCALE: 1 INCH = 20 FEET
Legend
SAN
Sanitary Sewer
®
Catch Basin
O
Manhole
Light Pole
0
Power Pole
¢
Hydrant
Bituminous Curb
-
Stone Retaining Wall
-
Prop. Retaining Wall as Req.
X900.0
Existing Elevation
X(900.0)
Proposed Elevation
x900.OTC
Top of Curb Elevation
x900.OTW
Top of Wall Elevation
1-900--
Existing Contour
.,-900--,
Proposed Contour
- - '----------
Critical Tree Root Zone
---�-
Drainage
X
Tree To Be Removed
Denotes
Iron Monument Found
O Denotes
Set, 1/2" x 14"
Iron Pipe
w/ Plastic Cap
Inscribed
R.L.S. 15230.
LOT IS CURRENTLY VACANT
Lot Area = 36,411 SF
PROPOSED AREA CALCULATION:
Lot Area = 36,411 SF
IMPERVIOUS SURFACE:
House = 3,916 SF
Covered Porch Less 50 SF Allowance = 294 SF
L� Balcony (Included in Patio Calculation) = 0 SF
Patio Less 150 SF Allowance = 0 SF
Total = 4,210 SF
11.6%
25.0% or 9,103 SF Maximum Allowable Hardcover
PROPOSED ELEVATIONS:
First Floor = 908.00
Top of Fnd. - Top Chord Bearing Truss = 907.56
Top of Fnd. - Bottom Chord Bearing Truss = 906.03
Basement Floor = 897.31
Sport Court Floor = 888.35
Garage Floor at Door = 907.23
PROPERTY DESCRIPTION:
Lot 5, Block 2, Sunny Slope Section Country Club District,
Hennepin County, Minnesota.
/ BENCHMARK:
Edina #979
/ T.N.H. on the North Corner of Ridge Place and Dale Dr.
Elevation = 892.52.
NOTES:
-All proposed building dimensions are drawn using the Main Floor Plan.
- Silt Fence is already in place on subject property. Existing Silt Fence
to be maintained and repaired as needed.
- All existing building dimensions are measured to the finished siding
and not the building foundation.
-No Search Was Made For Any Easements.
- The location of all utilities shown are from observed evidence in the
field and from plans furnished by the utility companies and are
approximate. Utility companies should be notified for exact location
before doing any excavation.
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.
Woodrow A. Brown, R.L.S. MN REG 15230
Dated: 10-30-2015
JDEPMTMCW
NOV 1 2W5