HomeMy WebLinkAbout1999 Certificate of Survey1111996 Westwood Professional Services, Inc.
Bearing ore based on assumed data.
0 Denotes iron monument set
• Denotes iron monument found
REVISIONS
12/07/99 hse dimensions
- East line of Out Lot B
7-
L
Lt L/
N0 ° 1555 "W 650.46
p Drainage and Utility Easement291.29 / -
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Drainage Easement--= 2-130 gahxl pr6-
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Benchmark.'
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Primary Mound Quantities
3/4"-2 1/2" clean rock: for rock bed - 23.3± cubic yards
Clean Sand fill - 150± cubic yards
topsoil for cover - 85± cubic yards
Loamy sand for cap - 18± cubic yards
*Quantities are approximate and do not inclue waste
0
CITY of ORONO
BUILDING P§9 Ef
REVIEW
�O INShECTC.R �'
t Dii Z ' PEP,MIT NO.
LJ Af"fel i:./ S1.�L! AS3 Vl✓IVii l ? Cs>
"t r'� 'L_ .'JITr; ��1iFlt.i�Tlt141S AS NCT�CI
❑ N%T AF'P'"OVEJ ... CC'.F-3t ECT & RES"UPMIT
T s- r ^enter a.+� ilei yc r iolonala ca All work snail be done
in ;`A cwnpilance v n all app;;0a 'e bard g and caning code.
i�E:.�•'.rur'1Pf ito In ..{'{:.`.� Y'.9�'lS no,.LQtEd In til :� ':.VIUG$
KEEP THIS PLAN SET ON SITIE AT ALL TIMES (,EGEND
LEGAL QESC1?/PT101V-
L o t ? 51ock 1, CRYSTAL CREEI, according to the recorded
plat thereof, Hennepin County, Minnesota.
GRAPHIC SCALE
40 0 20 40 80
Westwood
Westwood Professional Services, Inc
104 Marty Dr. Suite 3
Buffalo, MN 55313
612 682-2587
( IN FEET )
1 inch = 40 ft.
160
I hereby certify that this plan was prepared by me or under my
direct supervise and that I am a d Iy registered PROFESSIONAL
LAND SURVEY under the lows of e S to of Minnesota.
DATE l 19 G. N0.
00
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19.71 Ch ,, 9.92
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HOUSE DETAIL
not to scale
(DESIGNED
BCM
DRAWN BCM
CHECKED SAG
1
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EL E__ TIONS
Top of foundation = 101.2±
Garage floor = 101.5±
Lowest floor = 92.5±
*Elevations are approximate and may
need to be adjusted in the field
O
existing well
soil boring
Q
percolation test
X
existing fence
existing deciduous tree
existing coniferous tree
existing elevation contour
92x4
existing spot elevation
,4
proposed spot elevation
Elevations relative and assumed
❑
Elevations relative to U. S. G S. 1929 N. G. V. D.
Denotes proposed surface drainage
Private driveway easement per CRYSTALCREEK
DECLERAT/ON, Artical 4, Section 4.1
�
, 25 I
25
l_
Certificate of Survey
�t
Septic System Site Pian
PREPARED FOR
I'R1111! I'
Notes.'
1. Avoid compaction of mound area before, during and
after construction
2. Verify before drilling that no septic tanks or septic areas
are within a 50 foot radius of proposed well location.
(100 feet for shallow we//)
3. Verify before construction that no shallow wells ore within
100 feet, or deep we//s within 50 feet of proposed septic
tanks or mound orea.
4. To extend the life of septic system pump septic tanks a
minimum of every 2 years.
5. See attached sheets for additional construction details.
5, Sol/ Classified as Le Sueur loam (LO) 7-4,T slopes,
according to the U.S. Deportment of Agriculture sol/ Survey
7. Site p/an prepared by or under the supervision of Bernie
Mi/ler- M. P. C.A. License No. 43
Pillar Homes
740 East Lake Ste
Wayzata, MIN.
DATE
11/SO/99
JOB NO.
99800
9800ct'.dwg