HomeMy WebLinkAbout1999 Site Plan01998 Westwood Professional Services, Inc.
— J
Bearing are based on assumed data.
O Demotes iron monument set —
9 Denotes iron monument found
REVISIONS
i y i 14
N�• l�
t L _ � � � � 1 ` 1 i r / ��2-1�ollon pre—
cast septic tanks y
1000 gallon, t
V r � ump tank
t'� _ v
. / ( proposed 4
// f I l� bedroom home p
I I
I j 50 I 73.5
suggested deep ! r`118 / / {
well location !x. df
Property line
owl
r.
Stackplleltest
pit area
d
i Edge of toe 01
disturbed 21.5 S63 1�I"i ma
I
area ry
J
i�
--Ease of ', ., / Septic
{ disturbed ;" S82 Site
( 3 f area aioQ Sol 18.6 12.7 20.950 /
i
s g '
'IVC
N toe of mound
ON l 1O ^d __--_-•-1G2�,
1022.1 bed o
SB4
rock 1022
1 Alternate
X022 ' t, 585 Septic
10
-_ S86 20.�
Site
V - -- 2 .3 --- 5
I� , 111 . � •` l ____ ..._
1 t \\ r Benchmark
� ; �, :�:• 1t Top of rebar
elev =1024.82 -
r
I
I
percolation test ho%
floor =
1013.3±
Proposed
sod boring
block
= 1022.1±
-- --- ----- -
ex/stmg spot elevation
o
q Q 15.00 I
EARTH WORK CAL CULA TIONS
❑/
E/evert/ons relative and assumed
Tota/ soil moved
= 1500-2500 Cr
p
Elevations relative to U. S. G S. 1929 N G" VD.
I
= 213 CY
proposed 4
Denotes proposed surface dra/nage
Net so//s moved
°
d l
q
bedroom° home
,I
I
II
22.00�.14.0
00
III
000`' .
on the topographic survey
-
Prevo/us elevat/on contour
which was provided by the client.
22.00
� � 28.00 I
- -
I
-
--------------
-,7.0 .5� -- _-
-1.0 A' -�
15.00
I
I
HOWE DE7AL
NO SGALE
LEGEND
Q
percolation test ho%
floor =
1013.3±
Proposed
sod boring
block
= 1022.1±
92X4
ex/stmg spot elevation
92X4
proposed spot e%votion
EARTH WORK CAL CULA TIONS
❑/
E/evert/ons relative and assumed
Tota/ soil moved
= 1500-2500 Cr
p
Elevations relative to U. S. G S. 1929 N G" VD.
Soil in stockpile/ test pit area
= 213 CY
Denotes proposed surface dra/nage
Net so//s moved
= 1287 to 2287 CY
Current elevat/on contour
Note: The range in the total cubic
yards of soil moved on the
site is due to inaccuraccies found
on the topographic survey
-
Prevo/us elevat/on contour
which was provided by the client.
- -
L/m/t of- drstur ed_ Ods _
-
Prim cry Mound Qu an ti ties
t
�`� `•, 3/4"-2 1/2" clean rock for rock bed - 18.5± cubic yards
' Clean Sand fill - 1601 cubic yards
t
topsoil for cover - 82 cubic yards
Loamy sand for cap 101 cubic yards
GRAPHIC SCALE
9Q—jr .'` \ ` 40 0 20 40 80
160
7
Y Exlstfng 15` ( )
culvert IN FEET t
?' 1 inch = 40 ft.
,t *t�" � ,lam / •t > � ' � �'`.� !x$y3�
'``
B,4_r Is
lj�ROAP. 1\• i �S L• • 84)
r-- -- i-- — fi--L -_ ---
------- -- ----
Westwood
MI�IMNOod Professional Services, Inc
104 Marty Drive Suite 3
Buffalo, MN 55313
612 682-2587
PROPOERTY L OCA TION:
L of 7, Block 7, SA YS/DE HILL S
Hennepin County, Minnesota.
DESIGNED 6CM CHECKED SAG
DRAWN BCM
Septic System Site Plan
ORONO
House Elevations
Proposed
lowest
floor =
1013.3±
Proposed
top of
block
= 1022.1±
Proposed garage finish
CITY OF O ONO
SITE ISI' G ING PLAN
t
❑ AF�
❑ D' °, ,
No tes.• 8Y
DATE
7. Avoid compaction of mound area before, during and
after construction
2. Verify before drilling that no septic tanks or sep tic areas
are within a 50 foot radius of proposed well location.
100 feet for sh o//Ow well)
,3 l`erify before construction that no Sha//ow we//s are within
100 feet, or deep we//s within 50 feet of proposed septic
tanks or mound area.
4. To extend the life of septic system pump septic tanks o
minimum of every 2 years.
5. See attached sheets for additional construction details.
6. Soil Classified as L erdal loam (L mB) 1-4.51. slopes,
according to the US 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
PREPARED FOR: Divere fled Construction
7010 H WY 7
SL Louie Park, Mit.
DATE
12/22/96
,10B NO
.�
98EM