HomeMy WebLinkAbout1999 Site Plan01999 Westwood Professional Services, Inc.
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suggested deep
well location
ELEVA TIONS
Lowest floor elev. = 88.5±
Top of foundation elev. = 97.6±
Garage floor elev. = 97.3±
*Elevations are approximate and may need
to be adjusted in the field.
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o
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Semen f---1�
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op
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AOR i 1000 gallon pre-
!+ cast septic tank
lb
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0
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Benchmark. 30.9
lop or reo-ar
Ele v = 100.0
Bearing are based on assumed data.
o Denotes iron monument set
• Denotes iron monument found
REVISIONS
Notes
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Se�vttic--�
Site /'�,
300 gallon pre- I h 2
i�9& i cast sep c tank co
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S81014 *54*E
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 we// focotion.
(100 feet for s17011OW well)
3. Verify before construction that no shallow wells are within
100 feet, or deep wells within 50 feet of proposed septic
tanks or mound area.
4. To extend the life of septic system pump septic tanks a
minimum of every 2 yeors.
5. See attached sheets for additionol construction details
5. Soil Clossified as Lester loam(L< 6-12X slopes,
according to the U.5 Department of Agriculture soil Survey
7. Site plan prepared by or under the supervision of Bernie
Miller- M.P. C.A. License No. 43
Westwood
Westwood Professional Services, Inc
104 Marty Dr. Suite 3
Buffalo, MN 55313
612 682-2587
Date �/ //v
I hereby certify that this plan was prepared by me
or under my direct supervisionan at am a
duly registered OFESSIONAL L D YOR under
the laws of State of Mi n ota
DATE REG. 0. 23002
f
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1300 gallon ! '
70.4 pump tank
Drainage
Ease/n en t -
7.5 20
Drainage and 5
utility Easement
DRAWN BCM
CHECKED SAG
Primary Mound Quantities
3/4"-2 1 /2" clean rock for rock bed — 18.5± cubic yards
Clean Sand fill — 150± cubic yards
topsoil for cover — 74± cubic yards
Loamy sand for cap — 18± cubic yards
**Quantities are approximate and do not include waste
LEGEND
Z
Cly, Y OF OR011"I"O
9SY SITE PLAN GRADING PLAN
, APPROVED -
APPROVED WITH REVISIONS
L' MSAPMOVE
DATE 0 w -27 -fit
LEGAL UFSCRlRTION:
Lot. 4, Block 2, CRYSTALCf; EEK, according to the recorded
plat thereof, Hennepin County, Ylnnesota.
GRAPHIC SCALE
40 0 20 40 so
Septic System Site Plan
Certificate of Survey
( IN FEET )
1 inch = 40 ft.
PERPARED FOR:
Pillar Homes
740 East Lake St.
Wayzata, MN.
1610
DATE
4/14/ 99
JOB N0.
99601
Q
well
soil boring
69
/'
Q
percolation test
x
existing fence
\
existing deCidUOUs tree
20
existing coniferous free
— — — —
existing elevation contour
82x4
existing spot elevation
274
proposed spot elevation
qt
Elevations relative and assumed
I-
6
❑
Elevations relative to u..SC.s. 1929 N..G.VO..
mTom
Denotes proposed surface drainage
Z
Cly, Y OF OR011"I"O
9SY SITE PLAN GRADING PLAN
, APPROVED -
APPROVED WITH REVISIONS
L' MSAPMOVE
DATE 0 w -27 -fit
LEGAL UFSCRlRTION:
Lot. 4, Block 2, CRYSTALCf; EEK, according to the recorded
plat thereof, Hennepin County, Ylnnesota.
GRAPHIC SCALE
40 0 20 40 so
Septic System Site Plan
Certificate of Survey
( IN FEET )
1 inch = 40 ft.
PERPARED FOR:
Pillar Homes
740 East Lake St.
Wayzata, MN.
1610
DATE
4/14/ 99
JOB N0.
99601