HomeMy WebLinkAbout18028242320016-12082015FOUNDATION AS -BUILT:
Dated 12-08-2015
Proposed Elevation = (907.56)
As -built Elevation = 907.64
6�
899.3�,x
q
Z
SAN M.H.
TOP RIM=898.56
INVERT=867.6
TOP RIM=898.100
SAN SERVICE
INVERT=867.4±1
i\
® 0897.54
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897
FOUNDATION AS -BUILT FOR:
GREAT NEIGHBORHOOD
SPORCICH RESIDENCE
L 05 < , ki, �_ V L
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L_ U I v
x899.2
._x905.0
S88'05'37"E 10997 MEAS. 8988 / \
1.3TW x904.0
900.2TWi _ � � .�
897.81C 899.7TW i' ARTIAL ROCK RET WALL
.i39•T .. Gp� / I %1 T �
s: :' ± _'._a 899 4 ^ .(6a1i6) `900.9.. n e' 903.0
'Jb$TINGrBITUMIN dR1YE . ERISTING �ONG�RETE DRIVE a x(902 0) J ,904 0' .
`899 4 "- 901.0 d y �- CONCRETE PAD x906.7
9029 635.4- \TO BE REMOVED
✓ % ^ (6 -� EL. 906. -J \
8976TC 'M �OOEL. 901.640\--, ` \
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898.34QI / 1�0 'd 911.87 FR001a4T DEPITRY a91.3
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TO \
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SAN SERVICE 0�G�96ry00
INVERT=867.0 Qp O / --
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SAN M.H.
TOP RIM=896.31
x904.4
INVERT -867.0 / �O�0 30 /
0 \ x 9096.` / x905.0 \ R�
--,_
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867 9x L=3 .67 887.9TC
R=20.00. �.��'' x887.6q
T.N.H.=892.52 - -1 r�r466� j 53"
888.OTC /
\ 888.8TC
IIII9.l�x
SAN M.H
TOP RIM -888.64
INV. NW=866.8
INV. NE866.7
INV. SW=867.6
208-15C 147/25 REF: 208-15A & 208-15 147/20
x888.4
HOMES
SCALE: 1 INCH = 20 FEET
SAN
ES
0
Legend
Sanitary Sewer
Catch Basin
Manhole
Light Pole
Power Pole
Hydrant
Bituminous Curb
Stone Retaining Wall
Proposed Retaining Wall as Required
X900.0
Existing Elevation
X(900.0)
04805 WOODHALE WAY
x900.OTC
FRONT ENTRY 900.6
\
GARAGE FLOOR=901..4
1-900--
6$ Q-
Proposed Contour
6�
899.3�,x
q
Z
SAN M.H.
TOP RIM=898.56
INVERT=867.6
TOP RIM=898.100
SAN SERVICE
INVERT=867.4±1
i\
® 0897.54
W
U
ED
�x
Q
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FOUNDATION AS -BUILT FOR:
GREAT NEIGHBORHOOD
SPORCICH RESIDENCE
L 05 < , ki, �_ V L
I n T �
L_ U I v
x899.2
._x905.0
S88'05'37"E 10997 MEAS. 8988 / \
1.3TW x904.0
900.2TWi _ � � .�
897.81C 899.7TW i' ARTIAL ROCK RET WALL
.i39•T .. Gp� / I %1 T �
s: :' ± _'._a 899 4 ^ .(6a1i6) `900.9.. n e' 903.0
'Jb$TINGrBITUMIN dR1YE . ERISTING �ONG�RETE DRIVE a x(902 0) J ,904 0' .
`899 4 "- 901.0 d y �- CONCRETE PAD x906.7
9029 635.4- \TO BE REMOVED
✓ % ^ (6 -� EL. 906. -J \
8976TC 'M �OOEL. 901.640\--, ` \
897.7 10 �GP�� \x902.4\\ O 1903.7 � \\FNC ' / .906 5 e
Lill �dt
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GAR
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TO \
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SAN SERVICE 0�G�96ry00
INVERT=867.0 Qp O / --
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SAN M.H.
TOP RIM=896.31
x904.4
INVERT -867.0 / �O�0 30 /
0 \ x 9096.` / x905.0 \ R�
--,_
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x(894.3) i x887.8 ----------- ---
' 887.5TC
i -
_ fir;
894.OTC
X893.3 i / ^ AN SEVICE /
894.21C x894.2 � - ` L INVERT=866.4±
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'•\ 890.5 ./887.5TC
\ 890.9TC--
\/ /
867 9x L=3 .67 887.9TC
R=20.00. �.��'' x887.6q
T.N.H.=892.52 - -1 r�r466� j 53"
888.OTC /
\ 888.8TC
IIII9.l�x
SAN M.H
TOP RIM -888.64
INV. NW=866.8
INV. NE866.7
INV. SW=867.6
208-15C 147/25 REF: 208-15A & 208-15 147/20
x888.4
HOMES
SCALE: 1 INCH = 20 FEET
SAN
ES
0
Legend
Sanitary Sewer
Catch Basin
Manhole
Light Pole
Power Pole
Hydrant
Bituminous Curb
Stone Retaining Wall
Proposed Retaining Wall as Required
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
Proposed Contour
- - - - - -
Critical Tree Root Zone
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
Balcony (Included in Patio Calculation) = 0 SF
A Patio Less 150 SF Allowance = 0 SF
25'x40' Sport Court = 1,000 SF
Total = 5,210 SF
= 14.3%
25.0% or 9,103 SF Maximum Allowable Hardcover
PROPOSED ELEVATIONS:
First Floor = 908.00
Top of Fnd. - Top Chord Bearing Truss = 907.56907.6
Top of Fnd. - Bottom Chord Bearing Truss = 906.03
Basement Floor = 897.31
Sport Court Floor = 888.35
Garage Floor at Door = 907.23
SPORT COURT FORMS AS -BUILT.
TOP OF FORM (FDN.) SHOT
POURED WALL TO BE HELD DOWN 0.25' (3")
FROM TOP OF FORM.
PROPERTY DESCRIPTION:
00
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 - pr-oposed-building--dimensions are- drawn using- the -Main-Floor -p-tan-
- 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.
;_0-
Woodrow A. Brown, R.L.S. MN REG 15230
Dated: 12-08-2015