HomeMy WebLinkAbout2015 As-Built�q8 60
G QR
AV
.01001
Ile
10001"
000,
ezel
0000�1
.000,
As Built Grading Plar
Entry llu n
C11
-Existinspigg;J,
g - —
0', _z
Heated
J
Concrete
I r
0 10 20 30 40 50 FT
CP OF ORO- NO
—SITE PLAN C4 GRUNGPLAN
lEr,APPROVED
0 APPROVED WITH REVISIONS
01 DISAPP OV
BY
DATE I
RECEIVED
DEC 18 2o15
CITY OF ORONO
NOTES
CRITERIUMA a
SCHIMNOWSKI ENGINEUS
Paul Schimnowski
Criterium-Schimnowski Engineers
161 Dunbar Way, Mahtornedi, MN 55115
(651) 779-7700
r)schirnnoa_criteriurn-schimnowsVi corn
1
"I hereby certify that this plan, specification,
or report was prepared by me or under my
direct supervision, and that I am a duly
Licensed Professional Engineering under
the laws of the State of Minnesota."
Paul D Schimnowski, Reg. No. 40126
Date DescrO m -
Terra orma
'DESIGN
H AHN RESIDENCE
SCbLE 111=201
DRAM BY
D-ECKD BY
DATE
DATE CF PFUT
iv &v 0 �
2615 - 0044-1
M-E)Ullf a
LONG LAKE/ IIN
Temporary Erosion Controf and Sequencing
LEGAL 0[-:'_%CRlPTlr)N OF
PIRF-DAISES
L
lnslQfl perimeter control fencing per the stcindard detail plates. No more than
The South 354�75 fee�
of the Ea-st 990 feet, except tie North '150 feet of the
600 line -or feet of silt fence should be cc)nt`inuQus arid collecting CIL one point.
llsimlies" c4 silt fence.
East 3213A feel thfreof,
of the Southeost Quarter of 'the Southwest Quarter of
Uodulalke the silt fence or use or crescents
el
:�ection 27, Township 116
-1
North, P,-!7qe 23 i'/est of the 5th Prit cipal �Aeridian.
3install
-1 slope grading
Use horizonta
ei -05iDn control around any ternporcry dirt stockpile areas.
4.
The contractor for the project shall inspect all erosion control BK4P' S after
e=h rainfall and repro it as necessary unci remove sediment from silt' Fences,
Denotes Iron Marker
if it rcur-hes 1/3 copacil:Y.
5.
The contractor shall schedule his operatlon,5 to minimize the amount of
oil
Denotes Proposed Spot Elevation
disturbed urea at any given time, The contractor shall ftit his activities
to the QrodIng lin-iits as shown.
(a
— 920
Denotes Existing Contour Line
5.
lemove fill ternporary efAP1 s once the site hos reached finol stabilization
Liniform perennial vegetative cover with a density of 70 percent over all pervious
—920
Denotes Proposed Contour Line
surface ureas),
Permanent Erosion Controi
i.
All exposed polls on site must be sl�ab`iilzed with in 3 days:
j - 4:1 consists of disc—anchored
. Stabilization an slopes Rottor than
f L
This survey intends to
show the boundaries of the obove, described property.
mulch and seed; stubilization on slopes flatter than 4:1 and irtl areas
Gonsists of erosion blankets and seed,
the loccition of an existing
"hardcover",
house, building, and play house, the Ifocation of
ii spot
4. 1
of Concentratedfloyis
Teporcry rnulch and seed is needed for exposed areas which sit fallow for
m7
all visiblF-,
orad the proposed location of proposed pool,
to
._J:1 or steeper in 7 cloys �,i to '10:1 in 14 days, and flatter than, 10:1 in 21
'n,eed
elevations, and grades
thereon, It dais not purport show any other
day's. Also 0[)en stocl,�,Pllle_s' to have terriporqry stabilization V they are to
trilprovemients or encroachryient5.
renioin inactive for mare than 7 dciys,
�q8 60
G QR
AV
.01001
Ile
10001"
000,
ezel
0000�1
.000,
As Built Grading Plar
Entry llu n
C11
-Existinspigg;J,
g - —
0', _z
Heated
J
Concrete
I r
0 10 20 30 40 50 FT
CP OF ORO- NO
—SITE PLAN C4 GRUNGPLAN
lEr,APPROVED
0 APPROVED WITH REVISIONS
01 DISAPP OV
BY
DATE I
RECEIVED
DEC 18 2o15
CITY OF ORONO
NOTES
CRITERIUMA a
SCHIMNOWSKI ENGINEUS
Paul Schimnowski
Criterium-Schimnowski Engineers
161 Dunbar Way, Mahtornedi, MN 55115
(651) 779-7700
r)schirnnoa_criteriurn-schimnowsVi corn
1
"I hereby certify that this plan, specification,
or report was prepared by me or under my
direct supervision, and that I am a duly
Licensed Professional Engineering under
the laws of the State of Minnesota."
Paul D Schimnowski, Reg. No. 40126
Date DescrO m -
Terra orma
'DESIGN
H AHN RESIDENCE
SCbLE 111=201
DRAM BY
D-ECKD BY
DATE
DATE CF PFUT
iv &v 0 �
2615 - 0044-1
M-E)Ullf a
LONG LAKE/ IIN