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'IICTORIA CURVE
CERTIFICATE OF SURVEY
For: CARABEC HOMES. INC.
PROPERTY DESCRIPTION: Lot 3, Block 4, CARDINAL RIDGE FIFTH
ADDITION, Scott County, Minnesota.
We hereby certify that this is a true and correct survey of the above
described property and that it was performed by me or under my
direct supervision and that I am a duly Licensed 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.
Notes:
1. Building dimensions shown are for
horizontal & vertical placement of structure
only. See architectural plans for building
& foundation dimensions.
2. No specific soils investigation has been
completed on this lot by James R. Hill. Inc.
The suitability of soils to support the specific
house proposed is not the responsibility of
James R. Hill, . Inc. or the surveyor.
3. No specific title search for existence or non-
existence of recorded or un-recorded easements
has been conducted by the surveyor as a part
of this survey. Only easements per: the recorded
plat ore shown. ':
4. Proposed grades shown were taken from
the grading &/or development plan prepared by
JAMES R. HIll. INC.
Signed this 21 ST day of
SEPTEMBER
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James R Hil, Inc.,
By
Harold C. Peterson. Minnesota L.S. No. 12294
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x927.6
(930.0)
Denotes set spike,. t
Denotes set iron manum t
Denotes found iron man . ent
Denotes existing elevation ~
Denotes proposed elevation'
Denotes proposed drainage
Bench Mark: 941.53 -FSB- LOT 2/4
Proposed Garage Floor=
Proposed Garage Top of Block=
Proposed House Top of Block=
Proposed Lowest Floor=
S+i.L
9+1-.9
9+i-.'9
936.8
Bearhga are on aeeumed datlm
Scale: f-30'
James R. Hill, Inc.
PLANNERS / ENGINEERS / SUR\{Y()RS
2500 W. ell. RD. 42. SII1E 120, BlRlsw.LE. MN 55331
PHONE 612/890-60<< FAX 612/89<}-6244
.,
For:
APPROVED
PLANNING DEPT
Signed 4f tA . JIA.aI o.l(Ij"lu
VICTORIA CURVE
CERTIFICATE OF SURV~Y
CARABEC HOMES, INC.
APPPOVED
ENGINEERING DEPT
V/CTO~
A
I~~r--- DaIa#e
CURVE _------
---- ~
942.8 ~
-it
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!
~ R= 1 65 ~ . 0 9 942.4 R--
~-OO 033 ' ..~K _ 408. 53 9~?7
15 . 94 05-,~_...., ~=08 020 ' 53 "
- 942 ~ '........- 59.52 941.8 _~3.2 _ -
(942.i)!1 ~ . t 0 \\ (943.1)
ELEC.U c. SERVo I .- \
~ ~ I '- tt I 5 ~ BENCH MARK
BENCH MARK ~ Ig :I'"~ ~ TOP OF SPIKE
TOP OF SPIKE I 5 : PROPOSED Ll'? v:.O ELEV.=943.72
ELEV.=941.93 \ 942 2~ DRIVEWAY ~ I
\ ~ -71------~)( (~44.~)--~_,j 945.0 _
,/ I /20.0/N 10.0 ,,/ VZ~
.".- I .q / / ~' a ~
W 0 I N/GARAGE . . - , /
o ::: I (944 2) ~- / ~-::: -00 /EXI~TlNo/
I . /./ a.57 ~ H0USE
r'\ _0 '1940.5 15:b7 % cO In /L
. I C'\J .. 11::1 U ~/ ~I /
L- . O' LCi i'.l ' t') ~
..- 14.0 . / . I 0--
~ ,,~ /N PRO~O~SD ~ 01: ~\ ~ 9!6.8
o ~ ~tci H/OUSE/ ~ I ~ Z
z ~'N// "/ It--
V '/\~:"l / /48.(J ('. / __L~~\, 0
V ~I 936.0 (936.3~936.4 ~~
&: ., . \~ ~
~ I) _0-- 3 J ~
~" DRAINAGE ,& UTlLlTY SWALE .......
---~EASEMENT PER PLAT\~ 14-COTTONWOOO
, ~\ ~AS ()
922.0'~- (:)O \ 0 _ ~ /(~3_2.2) -
(924.8)\ U ~ 12-0A 0 8'26"E ....9;2.2
924. 95.86 N83 5
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Scale: 1't=30'
Page 2 of 2
James R. Hill, Inc.