HomeMy WebLinkAbout1995 Site Plan and Grading PlanADVANCE SURVEYING & EIVGINEERLIVG CO.
5300 S. Hwy. No. 101 Minnetonka, MN 55345 Phone (612) 474 7964 Fax (612) 474 8267
SURVEYED: October 21, 1994
DRAFTED: October 2I. 1994,
REVISED-. Septembe-i- 1 £,1995.
The North 50 feet of Lot 16, COFFEE'S ADDITION TO SHADY WOOD LAKE, MINNETONKA,
Hennepin County, Minnesota.
LIMITATIONS:
We have surveyed the above described property which the client claims to own or appears to own from
various government records. We make no representation that the client does in fact own the property nor
that a search of the records has been made to determine the extent and nature of his holdings. If there is
any doubt concerning the accuracy of the legal description, competent legal counsel should be retained to
perform a title search and issue a title opinion for our use in preparing the survey. We show only those
easements which the client informs us_ of or which we happen to become aware of through other sources.
The survey shows only those improvements which are visible and which we deem important.
STANDARD SYMBOLS & CONVENTIONS:
"o" Denotes 1r2" ID pipe with plastic plug bearing State License Number 9235, set. if "b" is filled in, then
denotes found iron inonunient.
NOTES:
1. We show on this survey, siting that you propose for a
new home and related yard grading. We do not purport
to know what governmental agencies may have
jurisdiction over these proposals nor what their many
and changing requirements may be. We urge you to
submit this survey and plan and such other exhibits is
mai portray your proposals to such governmental
agencies for approval and to obtain those approvals
before making any important decisions regarding this
property.
2. `Me eastern portion of this property is subject to
flooding due to tack of an adequate outlet for storm
water. This survey Aiows a possible future route for the
draining of this storn-i water to the lake. Because
governmental approvals and cooperation of adjoining
property owners would be required for such a solution
and because time is short for the client to begin building
his new home, he has elected to defer such a solution
until and if he can obtain approvals and cooperation.
For now, the swale portrayed north of the proposed
home could be raisi�d and made to flow both east and
west from a high point in the Swale as shown in the
detail and labeled "temporary solution". The swale in
the eastern part of the property shall be constructed and
drained to the existing 12 inch plastic pipe.
PROPOSED ELEVA"KIONS:
Top of Foundation: 933.67
First Floor Elevation 934.50
'Fop of Footing 930.17
Bottom Footing 929.50
UR ' FICAIJN.
I herebv certifv that this survey was prepared by me or under my direct supervision and that I am a
Professional ins 'neer and a Professional Surveyor under the Laws of the State of Minnesota.
J es H. Parker P.E. & P.S. No. 9235 CITY OF i
S!TE P MN •c ORA0IN0 PLAN
SCALE: ONE INCH EQtJALS 20 FEET
C• APPRO` ED -nic-w /2aS
❑ APPRO V z D V,11TH REVISIONS
❑ DiSA4PR VC
BY
DATE
V
rype p v 44
w
934.52 z
D
�r
� F
► ,Y
933.6 -7 —
i
1 it r �s
PROPOSED TEMPORARY GRApE
APPROX.
iDz
� r w
EXIST NG GROUNp
CRAWL
�
SURFACE.
SPACE
-�
w
d
r;Y�LARID WITH SYN
U
s
EXISTING SOFT BROWN SILTY SAND !
a
FILL IN SOIL
BORING 7
930.1'7
1J
S00 ANQ SAAlt3Y---_
TOPSOIL
929.50—
OHW
LAKE MINNETONKA 929.4 2
TEMPORARY SOL.UTi ON ,
DRAIN AT MINIMUM 'Z% GRADE
BOTH EAST AND WEST FROM
THIS POINT
�NEIC44DOWS COOPERATION
NECESSARY FOR THIS POSSII3LE
"`"''`FUTURE GRA ING —030 s;
-----3 __.--
.Tie MULCHING AT SWACE r,S
POSSIBLE
LE
— 930.0
—COMPACTFn
I T e
45° 45
�COMRACTED, 100% CRUSHED GRADE idSAND P R GREY ZING GRADED ANIS PEER SOIL BORING 2
CLASS S, GRANULAR FILL
SECTION AT_MORT14 PROPERTY _L.INE AND WEST SIDE OF PROMSED DWELLING
DETAIL
NOT TO SCALE
3
�2
vN�
g2,9
BENCHMARK
TOP NUT OF FIRE HYDRANT
ELEVATION= 954.80
DENOTES EXISTING CONTOUR
DENOTES PROPOSED CONTOUR
JOB NO, 95695
JOB NO. 94794
fo
1 it r �s
DENOTES EXISTING CONTOUR
DENOTES PROPOSED CONTOUR
JOB NO, 95695
JOB NO. 94794