HomeMy WebLinkAbout2008 Site Plan ReviewSURAi
CERTIFICATE OF
FOR: CHARLES CUDD CO.
ADDRESS: 3546 IVY PLACE, ORONO,
PROPOSED
AREA CALCULATIONI
TOTAL LOT = ±23,127 sq. ft.
Impervious Surfaces: (Proposed House and Improvements)
Proposed House= ±2,872 sq. ft.
Proposed Driveway = ±1,265 sq. ft.
Proposed Screen Porch`
Front �orwh � 1_261 sq. ft.
Proposed Stairway = ±47 sq. ft.
Proposed Retaining Walls = ±51 sq. ft.
Proposed Sidewalk = ±113 sq. ft.
Existing Retaining Wall = 40 sq. ft.
Totals:
Impervious Surface = ±4,649 sq. ft.
Hard Cover = ±20.1
PROPOSED
AREA CALCULATIONS
OHW-75' SETBACK ZONE:
Lot Area = ±7,538 sq. ft.
Impervious Surfaces: (Proposed)
Proposed Stairs to Lake = ±60 sq. ft.
Totals:
Impervious Surface = ±60 Sq. Ft,
Hard Cover = f0.8%
EXISTING PROPERTY DESCRIPTION
Lots 175 and 176, TAYLOR'S SUBDIVISION OF SPRING
PARK LOTS, Hennepin County, Minnesota.
BENCHMARK
Spike in timber retaining wall at 1 Bell
Street. Elevation = 931.67.
,35
J
PROPOSED _ 929.5
6, 931
AREA CALCULATIONS 932.6
' ' Found 6.5A'_
75 SETBACK -250 ZONE: oIron poe��.
Lot Area = ±15,590 sq. ft. 19 ,ay[n9d0own®c?
Q� Foundg. 0.75'l --
Impervious Surfaces: 937.8080 E.p��� 18
n�3 tif0 ^� 934.
Proposed House= ±2,872 sq. ft. `' ego\�` �'O
Q ® ®®` op `•.
Proposed Driveway = ±1,265 sq. ft. 929.6
.� �><� �•sr. L y
Proposed Screen Porch/Front Porch = ±261 sq. ft. '0111 16 938.7 935.0 g32 0 ON 9�O'Q
Proposed Stairway = ±47 sq. ft. e®�
Proposed Retaining Walls = ±51 sq. ft.
o . 9 %`
Proposed Sidewalk = ±113 sq. ft. � �� ' 35 3 ®'• '`
Existing Retaining Wall = 40 sq. ft. SS -3 2.6��\� 0,
944.946
Totals: EFRONT EtdT�Y=9fa7.2 EXISTING HOUS,. � ! 941 9 6 929.5
O c�
�`. •~
Impervious Surface = ±4,649 sq. ft, 0./7c %
HaTrol .over = ±293% �a4� / 932 5
: r. !a r7 r 8" MAPLE �� P `, , 9. lTo
94 //
\!\s`j///r,.
. sr•. '`-., /
/9•4t3t1/4'�
02 .
'2
.1
�9�29�.4
9460 `.; _ 946
�cl
947.1 ty''
.' -----Sodded
dded '•3• a:1
�Slope
947.2 \40 947.4
945.8
946.1 32.4ob �4 r7 r- 9408 929.4
946.2 0� 11 932.0
io
948.3/ 4.9
946.3
933.6 so
MAPL-6.9
932.0
1' Q945.8 / 939.3 932.9948.5 ..Found 0.5
943.6 �
45.2. 1 n Pipe.
= 42.9•
. K-30
K.!AR FL=944,1 OA -3
945.0 . „
t�
0s,343.5 9496
-- - rD/
''•.
ll�
929.4942.1 0
OAK -30 0947 931.4so
94 , 946.9
0. G4.3940.8 9+3.9 94 b+
939.3 47 948.5 948.0 N. 0943.7 C
o,OAK-18
94a.2, C >L CP
6'947 8 // ? 6� \\ i
�i OAK 18 / ..... ... 4.�... 948,1\\ �`S ••`L' \ ! pt Ok c9
yL J' �Q ,$• ?2 r r. _r_ A r7 r-
g ry c a 1 1 1 1 o r� ko�•x
938.8 �kh ��Q�F ®: 9'� ♦ �a,�t 8 s _ s� r s ! 4d q's�j�' 945;7
�\ 946.$///` 0„�� A , 0 s �----_�o� � 947.2 SCP
11
9R� 944.0 / /r / 948.6\ / y Gr Q
V. - 846.8 /✓
949 9 9 c?
94 ...
J2tt. 947.1 d -24 0,....... do
P '6 TELEBO);/c �/j / .e�i°` p6'
�S�i iS / h0 948.9
O. ! \ 8 ��// 'b 950.2: .
Di
D 944.9 '.• . O949.6 .'
;rr�r A r7 r7 945.3
944.1 @�� 1!
,{+ K 951.8 4j• 4 ° ry
o 947.7
�� 9c Sd. ,p X o �C� �� 949.3
947.9 G`' ��� rn
o: --• q //
951.3 949.1 S.9
p�
�• 953. 950.4 C, a0' 949.1
953.8 r Q6JL� 949.6 25
948.6 952.3 LINDEN -24 \Lar v
953.6
a
O.
0 J
st` EXISTING FOUNDATION LEGEND
'�954.3 95...6
; ..Ne' a `/ \d waLKOUT-949.9
{HOUSE UNDER coNSTRUGTION) s0 DENOTES SANITARY SEWER MANHOLE
\.
s� �...
I'MNI'
City of Orono
Planning & Zoning Plan R
Site Plan Review Date:
PROVED
I hereby certify that this survey, plan p ROVED WITH REVISIONS (see notes)
or report was prepared by me or under O DEN
my direct supervision and that I am
a duly Registered Land Surveyor under Staff:
the laws of the State of Minnesota. Revised: 7-22-08 (Hard Cover)
Revised: 7-24-08 (Elevations)
Revised: 7-29-08 (Cut/Fill)
Revised: 8-4-08 (Grading Disturbance)
Revised: 8-8-08 (Contours)
Revised: 8-12-08 (Contours/French Ditch)
JOS A P. SCHNEIDER Revised: 8-17-08 (Contours/Silt Fence/Misc.)
Revised: 9-8-08(Contours/Water Filtration)
Revised: 9-8-08 (Driveway Elevations)
Date: 7-20-08 Reg. No. 44655
CI\Land Projects 2008\08181bs-Taylors Subdivision\dwg\08181bs-Taylor's Subdivision -proposed house-Current.dwg 9/8/2008 2144141 PM CDT
2.
<1 / 4
° �P�`'�
\ 953.0 �_
P �
956.3
Found 0.5"
a iron Pips
956.1 557.0
�a
$58.0
US6.
957.3
10' POURED BASEMENT
PROPOSED E1LEVATIONS
GARAGE FLOOR = 954.7
957.6 TOP OF BLOCK = 955.7
LOWEST Fl[OOR = 946.0
LOOKOUT = 949.2
958.0
,o, DENOTES UTILITY POLE
•
DENOTES
IRON MONUMENT FOUND
1011.2 X
DENOTES
EXISTING ELEVATION.
!
DENOTES
BITUMINOUS
DENOTES
CONCRETE
DENOTES
EXISTING TREE
DENOTES
EXISTING CONTOUR
(P=)
DENOTES
PLATTED DISTANCE
92.
DENOTES
PROPOSED ELEVATION
.-
DENOTES
DIRECTION OF DRAINAGE.
s
DENOTES
PROPOSED SILT FENCE
Cut = ±339 cu. yds.
Fill = ±817 cu. yds.
Net = 1478 cu. yds.
(Net = Yards of fill needed minus cut yards that are on site)
(140 - 12 yard truck loads needed for site grading)
SHEET 2 OF 2
0 20
( IN FEET )
1 inch = 20 ft.
NOTES
- Bearing's shown are on assumed datum.
- Field survey conducted on July 3rd, 2008.
- 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, please refer to
page 1 of 2 for current conditions.
- Proposed house elevations set by owner.
- French ditch and retaining walls to be
designed by others.
JOB #08181BS
CRE LAND SURVEYING
Fiery, Lake, MW 55304 r-[
763-456-29®7 acrels.ndsurvey g -nail. am
s0 11 12 13 14 15 16 17 18 19 110 X11 112 113 114 115 116 117 118 119 120
�08�
b 0 11 Loe