HomeMy WebLinkAbout1999 Site Plan101998 Westwood Professional Services, Inc.
L
1EG'AL DESCR/PYON..• 10_
Lot 6, 61ock 1, CRYSTAL CREEK, cccordir7g to the recorded I,
506.45 — — ,-Vo L4
plat thereof, Hel�nepin County, Minnesota. \ 3
05046 W 243.22 ' \ Benchmark
N07 ; cr "' Top of I � o
\� /e u = 95.44
N84 °22'45' = " 1 N
- 12.59 1
1sement
S88 0,3626 ` , I , \ \ p\ I� \ b
— ainage and Utility Ea 51.76
10 I I Oo
o o
I ` \
or I ��,yo �o ` 25
CA q
NQ ' N73°51'11 "E; \ I \ \ O \ , 00
m _ LO
46.23 - 211300 1300 Jallon pre-
a' f i A" c st septitanks
a
\
-
I
Z
00
Jo I
-4,
a �
m
T\ l
I
.4
/
C
W
r0i
\
\
cc
- :;;i;- Drainage
Eosemen t—
o
-
ora \
1
rn "0
-
o
C)
NORTH
I
o
O
p\
Q'
z
(Votes. -
\
1. Avoid compaction of mound area before,
during and
CPO
after construction
2. Verify before drilling that no septic tanks
or septic areas
1
are within o 50 foot radius of proposed wel/
location.
\�
(100 feet for shat/ow well
c
�
\
\
Drainage and Utility
Easement ,
3. Verify before construction that no shallow wells are within
50 feet
�\
N78016'45"E,%
100 feet, or deep wells within of proposed
septic
76.14
tanks or mound area.
126.67
4. To extend the life of septic system pump
septic tanks
a
__
0
N00 27 18 E
minimum of every 2 years.
�n ,
5. See attached sheets for additional construction details.
6. Soil C/osslfied os L e Sueur loam (L tB) 1- 4X slop es, GRAPHIC SCALE
according to the U.S. Department of Agriculture soil Survey
7. Site plon prepared by or under the supervision of Bernie 40 0 20 40 so
Mi/ler- M. P. C. A. License No. 43
Dote '? ( IN FEET }
1 inch = 40 ft.
Westwood
Westwood Professional Services, Inc
104 Marty Dr. Suite 3
Buffalo, MN 55313
612 682-2587
I hereby certify that this pion was prepared by me
or under my d' ect supervision and that I am a
duly register ROFESSIONAL LAND VEYOR under
the laws a thliState of Minn
ATE RE . No. 23002
Bearing are based on ossumed data.
O Denotes iron monument set
• Denotes iron monument found
ELEVA TIONS
Top of foundation = 99.61
Garage floor = 99.21
Lowest floor = 90.81
*Elevations are approximate and may
need to be adjusted in the field
c� cam.
1300 gallon N Q ni propose dee R
pttmp tank I 1sJt
'plsTI c 51L T IfENCE I
D=13 9'03"
1� >L 85.4
R-350. 0 CIS' OF ORONO
CIA
SITE PLAN GRADING PLAN
f r (APPROVED N e(,j AZS
sbs I ElAPPROVED WITH REVISIONS
❑ DIS4PP V
00 BY
sb5 DATE '1- '2.i.�
_ e
p tic--- _) j Sb l,\
10
b7 ' l(
LEGEND
sb 4
I r R� t O existing well
�b3 I ,� EDGE OF soil boring
I � � 41, � 1 —� percolation test
Alternate � (/ �� � 8/T Q X existing fence
Se�uYft 2 n �o I y existing deciduous tree
l C� /
Site existing coniferous tree
sb2 existing elevation contour
tt
OC) 1 D 92,.4 existing spot elevation
59-2;4-1 proposed spot elevation
,Drainage and Utility Easement F ry y 1
\\ Elevations relative ane assumed
0 E10 V060175 relative to G: SO S. 1929 N. G. VD.
Denotes proposed surface drainage
214.92 X21 I
Drainage Easement primary Mound Quantities
\ 3/4"-2 1/2" clean rock for rock bed - 23.31 cubic yards
160 \ Clean Sand fill - 1601 cubic yards
topsoil for cover - 821 cubic yards
Loamy sand for cap - 151 cubic yards
ORONO COPY
DRAWN BCM
CHECKED SAG
Certificate of Survey
Septic System Site pLAN
PREPARED FOR:
Pillar Homes
740 East Lake St.
Wayzata, W.
DATE
7/78I99
JOB NO.
99691
9691 ctf awg