HomeMy WebLinkAbout2015 Grading PlanCUT: 165.37 YDS
FILL : 70.24 YDS
SILT FENCE
LEGAL DESCRIPTION OF PREMISES
The South 354.75 feet of the East 990 feet, except the North 150 feet of the
East 323A Feet, thereof, of the Southeast Quarter- of the Southwest Quarter of
Section 27, Township 115 North, Runge 23 West of the 5th Principal Meridian.
0
0"
— 920 — —
920
Denotes Iron Marker
Denotes Proposed Spot Elevation
Denotes Existing Contour Line
Denotes Proposed Contour Line
Temporary Erosion Controf and Sequencing
1. Install perimeter ccintrol fencing per the standard detofl plates. No more than
600 linear Feet of silt fence should be: 'continuous and collecting al one paint.
Undulate the silt fence or use "sirnles" or crescents of silt fence.
41. Use horizontal slope gr ading
3. Install erasion controf around any ternporary dirt: stockpile areas.
4. The contractor for the project shall inspect all erosion control BMP' s after
each r6nf all and repair as necessary +end remove sediment fr"inn silf fences
if it reaches 3/3 copacity.
5. The contractor shall schedule his operations to minimize the amount of
disturbed area at any given time, The contractor shall Ifmit his activities
to the clradIng limits as shown.
6. Remove call temporary Bf-AP' s once the site has reached final stabilization (a
uniform perennial vegetative cover with a density of 70 percent over oil pervious
surface +areas),
Permanent Erosion Control
1, All exposed soile on site must be stabilized with in 3 days:
ca. Stabilization ;ars slopes flatter than 4:1 consists of disc—anchored
This sur,'rey intends to -show the boundaries of khe obove described property, mulch and seed; stubilIz ation on slopes flatter than 4:1 and in arenas
the loccatfoo of ars existing house, building, and play house, the location of of r-oncentr�ated flops consists of erosion blankets and seed.
all visible "hardcover"', land the proposed location of a proposed pool, spat 2. Ternporcary mulch and seed is needed for exposed areas which sit fallow for
elevations, and grades thereon. IL dor.-.-5 not purport to show any other 3:1 or steeper in 7 dogs, 3.-1 to 30:1 In 14 days, anod flatter than 10:1 in 21
improvements or encroachments. drays. Also Open stockpiles need to have ternporary stabilization V they are to
remcin Inactive for more than 7 days.
I \ �
— \ e CITY OF ORONO
SITE PLAN P GRADING PLAN
/ L l \ ❑ APPROVED
MAPPROVED WITH REVISIONS
\ \ ❑ DISAPPROVED
DATE
3 • 'N
0
cry° -- - •i�-•���•
Well 7� � •_.,�- —�. \ ,
°o
9®
Existing Native Edge i
Silt Fe�ce Per Detail
/
/
— 0000 -
/
/
500'
Drain Setback e
- Line
� j � l ( rJ t
Drive Grading Plan
ORONO
11
` �\ / ...�, / / _ 1002'3.69 ,
e Existing Stoft l9letl
-- \ ,{a— ®101°� .
�, � Si I
1 14'0^ Sr
U r - ,
—
ai
/. 1004'4 .7 / - 143.85"
1000'9.727"
'7.045"
/ 7 0
1012'9.063" 1002'11.998" 1002° 1002
w
-
T006'1L724" 106411.1 20
1006'11.996"
1 + 995'8.034"I
995'4.46
1
10114.031008'4.4
_ 11 1008'4.4 _ 1008'0" �— a 1070
1010' \\` v
Existing Spigo �' /{
S d _ �: _ �1002'11.996"
/ 1 � -... -. _... _� I 1002,0, � �pB'b0�96,.. _ � e •
l e Co;
Silt Fence Per Detail 1012'0" V oow: 9 5'
Stfig �c 1OW: 997' f
Silt Fence Per Detail
I
I
0 10 20 30 40 50 FT SCBE I„ _20,
DRAWN BY
C1-ECKED BY
DATE
DATE OF PR9�IT
CRITERIUMA8
SCHINNOWSKI ENGINEERS
Paul Schimnowski
Criterium-Schimnowski Engineers
161 Dunbar Way, Mahtomedi, MN 55115
(651) 779-7700
pschimnoe-criterium-schimnowski .com
"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
No. Date Descmphm
1 VS10NE
Terra orma
DESIGN
H A H N R E I DTIENCT
agase top,
LONG LOOS, lON
q Fl� 12d(, N
2p�5 - 00441