HomeMy WebLinkAbout2007 Grading Planf" 500' FROM OHK
l
CRY OF ORONO
SITE KAN GRADING R -AN
APPROV21
i.i APPROVED WITH REVISIONS
13 _ .
DAVE
Certificate of Survey
& Topographic Survey
250' FROM OHiK �...
fg
-95111 950.10 / l7
950.16 f /x\ -950.87
/ 953.76
L- y -951.6 1 S 952.28 * 953 34
949.70 1
I J f 0 * 950.73 �' f - 2 pines-
%/ 949.1 -94
� � f: ••._..._ 224 -_ �
f / plot do meas t1.ttG.
i 10 Meas
l �
-94.9.34
950.02 t3e»chrnanY - 4-8"b irch
/ 948.01 top o/ wet! casing �. ' 9 1.78
"94$08 6� / E/ev=952.44 brick walls r.
0 (NAVD. 1929)
J ) �J 15"maple I 36mople * 950 52 =
1Wl
94&52 �� • g rnoel:ik:
H f ;�(o� 94723r = 950.54
� �' WOadChip
r
n
* 053 55 -953.01
/ = 950.58
E=EXit'House
= 950.37
F.r /
954.88 gyti
�i
-452 08 1949. 1b
►5.7j ` NSM7�O'W 4.381 f
'\Md -28 meas 300.J5 -KS No. 192-
75' FROM OHK -•..
i\
R 944.01
• 943.82 f 0
g
f
-942.
■ 952.68 = 952.3 951,60 r * 947.64
951,68 �
FFEIev * 951.1 % t 8 "mop- 1 /
=954.21 * 95D. 4',nople / -946.11
-/ / f /
/
� ss
937.39'
9fT6.117 /
76.34 -
937.28
/111,93
�0' / �...�,..- (M4 FEET)
9�6/�7 f � -`•
Ex. House -9 0.95 / f * 942.35 �' / f to
o 'iser / f
FF.EIev 3 f f 36"maple l/ f Qv
=954.32 q 9
` `
Lr 10 mapl
�a / ! rr 4 1? -m 1 f
"� 957. e bit. it
I �j I948. 08 94 e\ � ���.../// Gar. Roar
* ''r ret -wall-• .� Eley -95J.02
7.75 952.55
/ 949..36 950. 99
�oJ 1 52. 494 s; I 947.18 a p' 70"evergr
plot dt meas- 10 "tree 61ree 948 mopre�4
% � '"'•• _
6apte 4 tree 8 m 8 mops 2 371 -meas 273.7 R F00-7-Il946.54 947,48 949.37 . 24 pine 381 Tf >
/
-94 71 = 948. (Ince on line--"'
i 9&
* 946.83
946.45 * 947.13 4864
946.20
-946.74 948.03
-94724 � * 948.87949.02 Ex. Hous
.House
1
X denotes uNity pole
M denotes telephone box
LEGEND
n denotes light pole
O denotes power pole
0 denotes tree
948 denotes existing contour
x 948.22 denotes existing spot elevation
948- denotes proposed contour
x 947.90 denotes proposed spot elevation
• denotes iron monument found Certificate of Survey
0 pipe Set orra�4a4s
denotes iron , & Topographic Survey
and marked as shown: oT.o2 on Tracts H & K, Registered
S denotes soil boring Land Survey no. 192,
® denotes percolation test hole
_ Hennepin County, Minnesota
=951.12
.,.�J'0�o( eie P.146.34
* 0.49 936.92 A` ^tom,
--�`:•`::•-. � 936.15 0
46.46 ;iirVey lane A 1� 1�
O'ti
---• � �"i f'�41.8.9C�ry.�/ f/ f °3ap`O [�
IL
�..+gip- trel-walls / � \" �•° f � � �}' � � /
d 1 maple / 24"M a r',.`
` • 9�7,.42.25 f / V�
36 9 936.04 /
�OS17 -`x' 76.15
/ f rent'* 940.62�� f /
g�� a! 993 6i3 !
f�
= 945. ��o
� !
-941.40
/ /
/ 936, 49 �• � � 935.75 /
�•••', -•moi
.e
PROPERTY DESCRIP7701V:
Tract H and Tract K, Registered Land Survey No. 192, Hennepin
County, Minnesota, according to they files of the Registrar of rales
Requested By:
■
Tripp Snyder
Date: Drawn By: Scolex Checked By:
1/4/07 M.L.H. 111=30' T.A.B.
1
` O
TOTAL AREA - 42096± SF . TO OHWL
o
survey ti"e tia�'�` HARDCOVER CALCULATIONS- (0-757
AREA = 8446 Sf'
STRUCTURE
AREA
PERCENT
AROCOVE
EXISTING B/TUM/NOUS ROAD
3816 SF.
45.2%
TOTAL HARDCOVER AREA = 3816 SF,
TOTAL HARDCOVER = 45.2Z
HARDCOVER CALCULATIONS: (75-2507
AREA = 19773 SF.
STRUCTURE
AREA
PERCENT
HARDCOVER
EX/S17MG HOUSE/DECK/PATIO
3167 SF,
16.5X
EXISTING DRIVEWAY
1931 SF,
9,8X
EwsnNG WALLS
130 SF
a6%
EXISTING CONCRETE
1080 IF
5.5X
PROPOSED CONCRETE PAD
9 SF,
0.05%
PROPOSED REMOVAL OF ROCKS
-320 SF.
1,6X
elE: PORTION OF DECK
TOTAL HARDCOVER AREA = 6097 SF.
TOTAL HARDCOVER = 30.8%
HARDCOVER CALCULATIONS: (25W-5007
AREA = 13877 SF.
STRUCTURE
AREA
PERCENT
HARDCOVE
EXISTING DRIVEWAY
2816 SF.
20.3%
NOT, Boundary and Topo Survey was completed for
Coro Ziebarth on 1-4-07 No field work was done TOTAL HARDCOVER AREA = 2816 SF,
with this Survey to verify Property conditions TOTAL HARDCOVER = 10.3X
I hereby certify that this survey, Revised:
plan, or report was prepared by me Web Site. -
or under my direct supervision and www.ofoawociates.com
that 1 am a duly Licensed Land
Surveyor under the laws of the 9 West QlVisiOA St.
State o Minn sots. �
Buffalo, MN 55313
SSOCIATES Ph. (763 )682.4727 Job No.
Paul E. Otto Fax: (763)682R3522 1-07-0350
Date: _ ��/ '-4 %License # 40062 Engineers and Land Surveyors, Inc.