HomeMy WebLinkAbout2911721430019-01252016NORTH UNE OF LOT
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DATE
1 / 2 2/1 6
REVISIONS
3/28/16 Stake hoe
4/5/16 Foundation
as-built
CAD FILE
23255-hse.dwg
PROJECT NO.
23255
SHEET 1 OF 3
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I PROPOSED HARD COVER CALCULATIONS EXISTING HARD COVER CALCULATIONS
I Lot = 17,063 sq. ft. Lot = 17,063 sq. ft.
House/Garage = 3,131 sq. ft. House/Garage = 2,163 sq. ft.
\ Porch .= 198 sq. ft. Porch = 460 sq. ft.
\ Driveway = 1,241 sq. ft. Stoops = 81 sq. ft
\ Sidewalk = 210 sq. ft Driveway = 790 sq. ft.
\ Total Impervious = 4,780 sq. R. or 28.0% of lot Sidewalk = 144 sq. ft.
\ Total Impervious = 3,638 sq. ft. or 21.3% of lot
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n. \ SURVEYOR'S CERTIFICATE
I hereby certify that this survey, plan or report was prepared by me or under
my direct supervision and that I am a duly Licensed Land Surveyor under the
laws of the State of Minnesota. That this survey does not purport to show all
Improvements, easements or encroachments, to the property except as
shown thereon.
'TREE NO. ELEV. TREE TYPE TREE SIZE
1051 906.42 MAPLE 25
1052 905.66 BIRCH 11 13 14
1056 905.13 SPRUCE 6
1057 964.45 SPRUCE 5
1065 904.89 MAPLE 34
1066 904.24 ELM 6810
1067 902.77 ARBORVITAE SOB
1068 902.82 ARBORVITAE 14
1069 953.43 ELM 56
1070 902.62 ARBORVITAE 7912
1071 902.20 MAPLE 555
1073 901.49 ASH 012
1074 901.32 ASH 16
1075 900.68 ARBORVITAE 5
1076 900.58 ARBORVITAE 5
1077 900.31 HACKBERRY 15
1078 900.40 ASH 14
1079 900.24 ASH 10
1080 900.27 ASH 11
1081 900.05 ASH
1082 901.04 PINE 31
1083 900.77 PINE 14
1084 900.72 PINE 18
1085 900.97 APPLE 66
1086 902.11 SPRUCE 4
1087 902.22 SPRUCE 4
1088 902.23 SPRUCE
1089 901.98 ASH 11
1090 902.11 ASH 14
1091 902.23 MAPLE 10 14 15 17
1092 902.49 HACKBERRY 5
1093 902.78 MAPLE 11
1094 902.89 ELM 5 OHP 1145 905.59 CEDAR 9
53.6-
10.82-*
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1084
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FLOOR ELEVATIONS BENCHMARK
Proposed Asbulit The vertical datum is based on NGVD29 datum.
Garage Floor @ Front = 907.0
Garage Top of Block = 907.4 = 907.3 Benchmark 81
House Top of Block = 907.4 =970.3 Top not hydrant at the Lots 17 & 18, ROSENDAHL'S EDINA HIGHLAND .
First Floor Elevation -a-sert Ewa... 907.0 feet
Lowest Floor )... 097.0 =897.6
Top of Block
at Lookout Window 900.7 = 900.8 Existing First Floor Elevation = 907.6 feet
PROPERTY DESCRIPTION
Lot 17, ROSENDAHL'S EDINA HIGHLAND, Hennepin County, Minnesota
NOTES
1. Subject propertys address 5, 5309 Chantrey Road, Edina, Minnesota, Its
property identification number is 29-117-21-43-0019.
2. The bearing systern is based on the North line of Lot 17, ROSENDAHL'S
EDINA HIGHLAND which Is assumed to bear North 88 degrees 50 minutes
48 seconds West.
3. Field work was completed 1/21/2014.
4. No specific title search for existence or non-existence of recorded or
un-recorded easements has been conducted by the surveyor ala part of
this survey. Only easements per the recorded plat are shown.
5. The gross area of the subject property 5( 0.392 Acres or 17,063 Square
Feet.
6. The location and information shown regarding utilities, serving this
property or existing on this property as shown as a part of this survey,
have been located by on-site observation. For further information
concerning these utilities please contact the city of Edina engineering
department and/or gopher state one call.
7. The national flood Insurance program, flood insurance rate map,
Community Panel No. 27053E0361E, effective date September 2, 2004
classifies this property to be within Zone llamas determined to be
outside the 0.2% annual chance floodplain). This determination is based
on a scaled location on said flood Insurance map.
8. Current zoning for 5309 Chantrey Road is R-1
(single dwelling unit district).
9. Minimum setback of R-1 district per city of Edina zoning ordinance.
Front street -30 feet
Interior side yard - 5 feet
Side street - 15 feet
Rear yard .25 feet
Note: Minimum setback requirements are established by city ordinance, the
setback lines are not drawn on any official map for this site. The location of
setback lines are subject to legal interpretation and planning considerations.
Therefore the minimum setbacks are listed but not shown on this survey.
Specific questions regarding setback requirements should be directed to the
regulating authority.
Signe this 25th day of January, 2016
I
F. Hampton 8
LEGEND
•
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PROPOSED
5.0%
RIVEWAY
Co
AD
SCALE IN FEET
20'
1 inch = 10 feet
IRON FOUND
CURB STOP
POWER POLE
HYDRANT
GATE VALVE
EXISTING ELEVATION
DECIDUOUS TREE
CONIFEROUS TREE
ASPHALT SURFACE
CONCRETE SURFACE
EXISTING CONTOURS
OVERHEAD POWER LINE
RETAINING WALL