HomeMy WebLinkAbout3211721120032-08242015. 7e-Row
0937.72
937.56
09380.2 ..
938.02 93871
0939.40 *-.3136V-120W4ND C2o
5036.74
.... • ...... 0E6
xp40.113
0930.42 x 939.27 x 939.38
••••n
Z
.19931.16 X 930.37
MERRITT
CIRCLE
941.15 00024 939.759 .... .E90"
940.44: - TOP i
. 1.0.31
939.02 F9011.17256
•
.9-51 936.89 EBIT
934 33 EMT
g
?-8,i
-YU " Vlig
23435 ,.1;i7?
x 942.38
ENTRANCE TO HIGHLANDS SCHOOL
-EA"
EOIT
6.-- SO I OenvcAsI-Ex_wA.
FIN111, 4513ti/1"- I 36-‘3it
942.11 El3IT
PN ."
T I
ENDIP15320
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.
BLAKE L. RIVARD
Date: 7-27-15 License No. 19421
DRAWN BY: EN JOB NO. 145346T I DATE: 7/.27/15
CHECK 82 SLR SCANNED P
/
2
3
4
5
NO DA TE DESCRIPTION NY
EST.1971
MADING AS-BUILT
-for- Joseph C. Corbett
-of- 5501 Doncaster Way
Edina, MN 55436
LEGEND
• DENOTES IRON MONUMENT FOUND AS LABELED
V, DENOTES HYDRANT
DENOTES SANITARY SEWER MANHOLE
• DENOTES POWER POLE
x 952.36 DENOTES EXISTING SPOT ELEVATION
- DENOTES SIGN
ID DENOTES ELECTRICAL METER
DENOTES FENCE
DENOTES RETAINING WALL
DENOTES ASBUILT CONTOURS
DENOTES EXISTING SANITARY SEWER
DENOTES OVERHEAD WIRE
DENOTES CONCRETE SURFACE
DENOTES BITUMINOUS SURFACE
• DENOTES DIRECTION OF DRAINAGE.
PROPERTY DESCRIPTION
Lot 7, Block 1, VICTORSEN'S ADDITION TO
EDINA HIGHLANDS, Hennepin County, Minnesota.
IMPERVIOUS SURFACE
CALCULATIONS
Total Parcel Area = 20,282 S.F.
Existing House, Garage,
Porch and Deck = 2,436 S.F.
Existing Driveway and Concrete = 1 822 S.F.
Percent Existing Impervious = 21.0%
Total Exising Impervious = 4,258 S.F.
AS-BUILT IMPERVIOUS
SURFACE CALCULATIONS
2,478 S.F. 2,470 S.F. Proposed House, Garage & Stoop
Proposed Walk and Concrete = 244 S.F. 209 S.F.
Pr000sed Driveway = 1.728 S.F. 2,149 S.F.
4,450 S.F. 4,828 S.F. Total Proposed Impervious =
Percent Proposed Impervious = 21.9% 23.8%
NOTES
Field survey was completed by E.G. Rud and Sons, Inc. on 07/22/15.
Bearings shown ore on an assumed datum.
Curb shots are taken at the top and back of curb.
This survey was prepared without the benefit of title work. Additional
easements, restrictions and/or encumbrances may exist other than those
shown hereon. Survey subject to revision upon receipt of a current title
commitment or an attorney's title opinion.
Contours are shown at 1 foot intervals, but were shot at 2 foot interval
accuracy.
Elevation are referenced to City Benchmarks NGVD - 1929 Datum.
7i1,2a,.,
60
.t.._..t.._.
i A 12/w
927.7
ct i
I"$920 .34
EIEfilf
Ili A 14
1,, /IN
CO EYE
cf /1
933 230
932.94 29i i
Z 2.76 493
933.4
0 93 48 MIT EBI DC EN
C)
.TW=936.0:
937.20 BIT x 93,4
BIT BNB. 04 0..651
NW BUILDING CORNER IS 48.3 FEET FROM FRONT LOT UNE
926.21- .....
926.95
• '920 6Alib 026.02 928.72
. .
0936 :0 .939.3
k*.99
/ 49.39.9
%
939.19 n,. OAK , li
'. '''''" i ... . 0 .121145 ..
1 ' x 1 93).72 ' 0
19 0
'3, I 937.08 • 939.1139
-9 7. .... ••_• 0.74 936 9, , , n ---------,7-938.2
, 03413 -- 1 '
7
9
....................... ..... • .....
OHW
931.20
A 9,4.
60
r.61,2
923.96 'EUIT ...........
51
52.9
...927
927.34
927.38 x 928.22- •
927.37
•928.ss. 42,9'
929.40 a:
940.44
938.46 00416-101
/9936.88 938.20
• •
938. 938.70 9313.7
93931,
.. . ......
3"'2 .
940.0 638.14 EITT-13C • 9313.6
... 9.37.46
938.43
941.93 .
°P 940.1T8 •
93E195 938.33
939.48. 535.39 94034
940.8 . 940.84 r 6' 4'
97a6
938.58
EXISTING HOUSE ( IN FEET )
1 inch = 20 ft.
927.45
927.04
927.37 927.1
92L176. 927.48
6527.42 927.90 928
0929.20
93 ................
........... 0. .... ................
0935.96
3,
9059,00W-2ND
936.76 . 135.32
0937.20
"ap
X 936.65
936.34
93615
93 .86
9471 W$'1W$'1 5PII1.LICEI9 - •
Mag.. .....
0m.52
.................................................... 540. -„
09:iit?s
942.53
..5(9113 13 31' .. "31.32
929.32 ........ ...... . ...... ...... °P 29.14 .....
... .. TOE. ,793, j9.3T9i103P2:1 .. 932. ............
.. .. ... .......... " 9933. . 63 932.81
.. 64 x931.00. ..
92 .24'si
92,1
C i:T2-..1.1f ....
920.29 _ jga . 902:32.0. _ ...... - --
93 R7 28.13 9321 =
...............
932,..2e 7
TO 03
'21163
......... 934'7' 53570 •
jop 9,3 .v p3.9. . ....... ....... 933.03 ON
933.17
x 933.43
931.91
5,113
54.33 ... •.934 ... •
932.07 ...... 933
(PLAT-=I 79.22) .....
939.37
3 .
9 7.2
932.86 60
938.79 0038.00 0936.52 0936.47 x 0'35
9.32 . ........ •
38 94 ..... •
940.64 11130& 940.29 12
GRAPHIC SCALE
1. 20 40 80
933.52 FNDSpKINIP
70 938.23
9.38.73
0938.43
938.21 x
941.37 EBIT
kl0;7256
947.45 F7101P236/701
NORTH
E.G. RUD a SONS, INC.
Professional Land Surveyors
www.egud.com 6.776 Lake Drive NE, Suite 110
Lino Lakes, MN 55014
Tel. (651) 361-8200 Fax (651) 361-8701
SArusl\CAD\14pro,1\14534BT\14534HS-GRD-ASBdwo 7/27/2015 11,1719 AM CDT I
(1.3 COURSE SIDE LOOKOUT)
PROPOSED
ELEVATIONS
(existing 1st floor - (MEASURED)
FINISHED 1ST FLOOR - 41.O 940.9± (7-22-15)
TOP OF WALL AT GARAGE
AND REAR HOUSE WALL = 939.9 939.1 (1-22-15)
TOP OF WALL AT
FRONT OF HOUSE = 939.2 939.1 (1-22-15)
(7-22-15) GARAGE FLOOR = 939.5 938.8
LOWEST FLOOR = 930.5
(1-22-15) TOP OF FOOTING = 930.2 930.0
ASBUILT
ELEV TIONS
14534BT
APPR ED
BY:
DEPT tqt,t` t,4)
DATE: f91,1
BY:
DATE: giv't
E"1;77-73-
DEPT:
DME: