HomeMy WebLinkAbout2009 Certificate of Survey 2q rLJ it
t A
-Mill LJA f1l:Ed I
FOR: CHARLES CUDD DENOVO
ADDRESS: 3105 CASCO POINT ROAD, ORONO, MN
LEGEND
0
DENOTES
IRON MONUMENT SET
(D
DENOTES
SANITARY SEWER MANHOLE
c_,
DENOTES
UTILITY POLE
0
DENOTES
IRON MONUMENT FOUND
1011.2 x
DENOTES
EXISTING ELEVATION.
DENOTES
CONCRETE
DENOTES
EXISTING TREE
DENOTES
EXISTING CONTOUR
(P==)
DENOTES
PLATTED DISTANCE
92.
DENOTES
PROPOSED ELEVATION
DENOTES
DIRECTION OF DRAINAGE.
DENOTES
PROPOSED SILT FENCE
DENOTES
APPROX. SAN. SEWER LINE
oh--
DENOTES
OVERHEAD WIRE
DENOTES
EXISTING TREE TO BE REMOVED
DENOTES
METAL OFFSET SPIKE
932.6
928.4
934.3
932.8` 934.5
-
928.4
932.6
928.4
Ar
At
Oy�
r
0
928.4
rm- -;0
928.3
-.4
o
7
A
0
-37
941. i
.................
939.1
936.1
I hereby certify that this plan, survey or report was prepared by
me or under my direct supervision and that I am a duly Licensed
Land Surveyor under the lows of the State of Minnesota.
Revised: 12-16-09
Revised: 11-24-09
JOSHUA P. SiCHNELIDER Date: 11-20-09 Reg, No. 44655
NOTES
- Bearing's shown are on assumed datum.
- Field survey conducted on October 19th, 2009.
- This survey was prepared without the benefit
of titlework. Easement, appurtenances and
encumbrances may exist in addition to those
shown hereon. This survey is subject to
revision upon receipt of a title insurance
commitment or attorneys title opinion.
- Contractor to verify house dimensions, and
sanitary sewer invert and basement depths.
- Building elevations set by owner.
- Final driveway design to be determined by
contractor, driveway shown is for graphic
purposes only.
- Existing house and improvements to be
removed prior to construction.
- Proposed house elevations set by owner.
- French ditch and retaining walls to be
designed by others.
942-4 X
942.5
V,
940.5 141
0 N5
MAPLE -18
COPi C\A I OURE
93&0
tD
938.2
936.8
PROPOSED ELEVATIONS
GARAGE FLOOR = 959.1
FIRST FLOOR = 958.0
LOWEST FLOOR
950.2
948,6 �49.2
948.5
946.7
946.6
945.4 9415.9
CR - DING DISrFtiRBANCE
Cut = ±995 cu. yds.
Fill = ±341 cu. yds.
Net = ±654 cu. yds.
(Net = Yards of fill needed minus cut yards that ore on site)
9450
E)QS'nNG GARAGE
,nNG GARAGE
958.1
2087
959.6
958.0
957.9 IDW
953.4--- 9 57.7
950-6 953-1 957.2 957J6 960.0..:
956.2
957.0
95t4 9563
10'F
956.8
FOUND 0.5"
AREA CALCULATIONS
TOTAL LOT = ±30.625 sq. ft.
Impervious Surfaces:
House = ±2,620 Sq. Ft.
D,riveway = ±3,379 Sq. Ft.
Decks = ±248 Sq. Ft,
Retaining Walls = ±84 Sq. Ft.
Sidewalk ±268 Sq. Ft.
Porches = 318 Sq. Ft.
Totals:
Impervious Surface = ±6,917 sq- ft.
Hard Cover = ±22.6%
EXISTING PROPERTY DESCRIPTION
Tract B, REGISTERED LAND SURVEY NO. 131
Hennepin County, Minnesota.
BENCHMARK
Spike in timber retaining wall at 1 Bell
Street. Elevation = 931.67.
966.9
EXIS'nNG SHED
OHW-75' SETBACK ZONE:
Lot Area = ±4,995 Sq. Ft,
Impervious Surfaces:
Wood Steps = ±35 Sq. Ft.
Retaining Wall = ±93 Sq. Ft.
Totals:
Impervious Surface = ±128 Sq. Ft.
Hard Cover = ±2.5%
Ci\Land Projects 2006\09395bs-RLS 1311\,-Awg\09395bs-proposeci.ciwg 12/16/2009 8:4707 AM CST
20
( IN FEET )
I inch = 20 ft.
g 975.7 1114,0 0
977:76 01 974.3 975.7 972.9 7,
9 6 9 6 �oA
14 6�2o,, 975.6 976.3 �?..6_5 974.2 971.0
975.9 3
974.6 MAPLE- 974.0�
974.3 12
9176..2 6
FOUND
a
SASS -18 975.6 FO .5
974.5 C 975�7 FOUND 0.5*
IRON PIPE
'OUND AY, 975.3 0o0
& 0
9745 972.5
975.1
3.2 J0)V P� R. 5
972.5 ------- \975 4 974.8 973.0
972.3
V9
974..,
/974.9
W
M8
Q 3;
975.E� �76'1tl" \-"- - 9758
976.1 WOND 1.0- 0 9741
7- 973�2
Myo97 .4 IRON PIPE `TB
975�7 MAPLE -10
976.0 -7r- ohw- ohw-�� 974�O
0 1 . - I 1 '100
976.2 975.9 975-7 974,0
."MAPLE -1.2
MAPLE -12
:99�
73.6
973. 975.7
BASS -32
9
73-2
Ob%q
ov%,N
974.1
/'/ 972.2
971.6
/971.8
AREA CALCULATIONS
75' SETBACK -250' ZONE:
Lot Area = ±12,937 Sq. Ft.
Impervious Surfaces:
House = ±1,982 Sq. Ft.
Driveway = ±229 Sq. Ft.
Deck = ±248 Sq. Ft.
Retaining Walls = ±49 Sq. Ft.
Sidewalk = ±268 Sq. Ft.
Porches = ±318 Sq. Ft.
Totals:
Impervious Surface = ±3,094 Sq. Ft
Hard Cover = ±23.9%
974.7
974.8
974.8
975..00~ 75.0
975.4
975.9
974.11
03
977.1
977.1
977.3
AREA CALCULATIONS
250' ZONE AND ABOVE:
Lot Area = ±12,693 Sq. Ft.
Impervious Surfaces:
House = ±638 Sq. Ft.
Drivewcy =-- ±3,144 Sq. Ft.
Retaining Wails = ±35 Sq. Ft. RECEIVED
Totals: DEC 1 b 2009
Impervious Surface = ±3,817 Sq. Ft,
Hard Cover = 30.0% CITYOFORONO
I
J;Oh 099111BS
�Afs�
970.2
i�ACRE LAND SURVEYING::...
Ham Lake, MN 55304 71-111,
7 -2, -6278 js.acrelandsurvey��Jrn . il.corn
10 11 12 i3 14 15 16 17 18 19 110 ill 112 113 114 115 116 117 118 119_Y0
...........
NOTES
- Bearing's shown are on assumed datum.
- Field survey conducted on October 19th, 2009.
- This survey was prepared without the benefit
of titlework. Easement, appurtenances and
encumbrances may exist in addition to those
shown hereon. This survey is subject to
revision upon receipt of a title insurance
commitment or attorneys title opinion.
- Contractor to verify house dimensions, and
sanitary sewer invert and basement depths.
- Building elevations set by owner.
- Final driveway design to be determined by
contractor, driveway shown is for graphic
purposes only.
- Existing house and improvements to be
removed prior to construction.
- Proposed house elevations set by owner.
- French ditch and retaining walls to be
designed by others.
942-4 X
942.5
V,
940.5 141
0 N5
MAPLE -18
COPi C\A I OURE
93&0
tD
938.2
936.8
PROPOSED ELEVATIONS
GARAGE FLOOR = 959.1
FIRST FLOOR = 958.0
LOWEST FLOOR
950.2
948,6 �49.2
948.5
946.7
946.6
945.4 9415.9
CR - DING DISrFtiRBANCE
Cut = ±995 cu. yds.
Fill = ±341 cu. yds.
Net = ±654 cu. yds.
(Net = Yards of fill needed minus cut yards that ore on site)
9450
E)QS'nNG GARAGE
,nNG GARAGE
958.1
2087
959.6
958.0
957.9 IDW
953.4--- 9 57.7
950-6 953-1 957.2 957J6 960.0..:
956.2
957.0
95t4 9563
10'F
956.8
FOUND 0.5"
AREA CALCULATIONS
TOTAL LOT = ±30.625 sq. ft.
Impervious Surfaces:
House = ±2,620 Sq. Ft.
D,riveway = ±3,379 Sq. Ft.
Decks = ±248 Sq. Ft,
Retaining Walls = ±84 Sq. Ft.
Sidewalk ±268 Sq. Ft.
Porches = 318 Sq. Ft.
Totals:
Impervious Surface = ±6,917 sq- ft.
Hard Cover = ±22.6%
EXISTING PROPERTY DESCRIPTION
Tract B, REGISTERED LAND SURVEY NO. 131
Hennepin County, Minnesota.
BENCHMARK
Spike in timber retaining wall at 1 Bell
Street. Elevation = 931.67.
966.9
EXIS'nNG SHED
OHW-75' SETBACK ZONE:
Lot Area = ±4,995 Sq. Ft,
Impervious Surfaces:
Wood Steps = ±35 Sq. Ft.
Retaining Wall = ±93 Sq. Ft.
Totals:
Impervious Surface = ±128 Sq. Ft.
Hard Cover = ±2.5%
Ci\Land Projects 2006\09395bs-RLS 1311\,-Awg\09395bs-proposeci.ciwg 12/16/2009 8:4707 AM CST
20
( IN FEET )
I inch = 20 ft.
g 975.7 1114,0 0
977:76 01 974.3 975.7 972.9 7,
9 6 9 6 �oA
14 6�2o,, 975.6 976.3 �?..6_5 974.2 971.0
975.9 3
974.6 MAPLE- 974.0�
974.3 12
9176..2 6
FOUND
a
SASS -18 975.6 FO .5
974.5 C 975�7 FOUND 0.5*
IRON PIPE
'OUND AY, 975.3 0o0
& 0
9745 972.5
975.1
3.2 J0)V P� R. 5
972.5 ------- \975 4 974.8 973.0
972.3
V9
974..,
/974.9
W
M8
Q 3;
975.E� �76'1tl" \-"- - 9758
976.1 WOND 1.0- 0 9741
7- 973�2
Myo97 .4 IRON PIPE `TB
975�7 MAPLE -10
976.0 -7r- ohw- ohw-�� 974�O
0 1 . - I 1 '100
976.2 975.9 975-7 974,0
."MAPLE -1.2
MAPLE -12
:99�
73.6
973. 975.7
BASS -32
9
73-2
Ob%q
ov%,N
974.1
/'/ 972.2
971.6
/971.8
AREA CALCULATIONS
75' SETBACK -250' ZONE:
Lot Area = ±12,937 Sq. Ft.
Impervious Surfaces:
House = ±1,982 Sq. Ft.
Driveway = ±229 Sq. Ft.
Deck = ±248 Sq. Ft.
Retaining Walls = ±49 Sq. Ft.
Sidewalk = ±268 Sq. Ft.
Porches = ±318 Sq. Ft.
Totals:
Impervious Surface = ±3,094 Sq. Ft
Hard Cover = ±23.9%
974.7
974.8
974.8
975..00~ 75.0
975.4
975.9
974.11
03
977.1
977.1
977.3
AREA CALCULATIONS
250' ZONE AND ABOVE:
Lot Area = ±12,693 Sq. Ft.
Impervious Surfaces:
House = ±638 Sq. Ft.
Drivewcy =-- ±3,144 Sq. Ft.
Retaining Wails = ±35 Sq. Ft. RECEIVED
Totals: DEC 1 b 2009
Impervious Surface = ±3,817 Sq. Ft,
Hard Cover = 30.0% CITYOFORONO
I
J;Oh 099111BS
�Afs�
970.2
i�ACRE LAND SURVEYING::...
Ham Lake, MN 55304 71-111,
7 -2, -6278 js.acrelandsurvey��Jrn . il.corn
10 11 12 i3 14 15 16 17 18 19 110 ill 112 113 114 115 116 117 118 119_Y0