HomeMy WebLinkAbout2002824240098-01242014 (3)SEDIMENT* EROSION CONTROL NOTES
1 . All exposed soil areas, including temporary
stockpiles, must be stabilized as soon as possible
but in no case later than I 4 days after
construction activity in that portion of the site has
temporanly or permanently ceased. Stabilize with
temporary seed and straw mulch applied at 2 tons
per acres.
2. Silt fence shall be installed and at the locations
shown on the plan and around any stockpiles. Silt
Fence shall be inspected and maintained weekly
(and within 24 hrs of a 0.5' rainfall) until final
seeding and mulching (or sodding) of lot.
3. A rock construction entrance shall be installed
and maintained at the location shown on the plan.
4. Contractor or Permitee shall provide and
maintain inlet protection on all storm drain inlets
• that will receive sediment laden flow as a result of
construction. Inlet protection and maintenance
shall remain in place until all sources with potential
for discharge into the inlet have been stabilized.
Inlet protection may be removed From a particular
inlet if a specific safety concern (such as flooding)
has been identified. The permitee must receive
written correspondence from the City of Edina
verifying the need for removal. Permitee shall
conduct a visual inspection to determine which
inlets need protection.
5. If down gradient sediment practices are
overloaded, additional up gradient erosion control
practices will be installed to reduce loading.
G. Dust control is the responsibility of the permit
holder. The permit holder must eliminate dust
problems upon receiving notice from the Building
Official that there is a dust problem.
7. MINNEHAHA CREEK WATERSHED DISTRICT.
(952) G4 I -4532
8. Street cleaning shall occur daily or as needed.
STORMWATER
This Stormwater Management Flan (in narrative
form) must detail how stormwater will be controlled
to prevent damage to adjacent property and
adverse impacts to the public stormwater drainage
system.
1 . Permit holder shall inspect and maintain sediment
and erosion control devices (le: silt fence and inlet
protection) weekly (or within 24 hrs of a 1/2" or
more rainfall). Sediment must be removed when it
is/3 the height of the sediment and erosion control
device.
2. Final grading on the lot shall minimize
concentrated flow and shall promote sheet flow to
the front and the rear. Final drainage patterns
shown are similar to the existing conditions of the
lot.
JAN 17 2F•
PROJECT NO. 15381.00
PREPARED FOR:
DONNAY HOMES
558.5
FD IF
000.0
(000.0)
(890.67)
(892.35)
(891.00)
(882.33)
888.0 68.57
57.72
X
4-, 0 CO
72.E
00. oco
c5c6 NCO
880. 1
56,2q 444 )7T
I hereby certify that
my direct supervision
Professional Engineer
by me or under
Licensed
State of
cri co
No. 1:2?
STORMWATER & EROSION CONTROL PLAN
888.2 cr) 6
tt
X Q 03
888.6 co 03
a3
877.4 889.4
29.74
DENOTES EXISTING ELEVATION
DENOTES PROPOSED ELEVATION
INDICATES DIRECTION OF
SURFACE DRAINAGE
= FINISHED GARAGE FLOOR ELEVATION
= MAIN FLOOR ELEVATION
= TOP OF FOUNDATION ELEVATION
= BASEMENT FLOOR ELEVATION
EXISTING
HOUSE
No. 5620
MAIN FLOOR
ELEV.-890.82
03 c() 851.0 49.65
630
/odd / tr)
859. I X
878.8
TUCKUNDER.
GARAGE 29.49
I 44\93/ I 878.1 0 -/
Fr.td/ troj FD IF •
578.3
889.2 889.0 885.6
1111
881.4 U1
S89.4d637ht 879.3 579.4x/ 127.68 mea.
5 589.3
889.1 8 N. :889.2 877.1 558 •tts..,
128.07 pl...91 0
"•,) LOT AREA : 8,958 SQ. ET
HOUSE AREA: 2, I G9 SQ. ET
PORCH AREA: 94 SQ. fT
DECK AREA: 134 SQ. PT
DRIVEWAY AREA: 9 I I SQ. ET
COVERAGE =3,358 SQ. ET. 37.5%
889.9-
-49
879.0
•SE
S NEED
84 ö
&3.9(5( 6.0)
- (883.0)
2xio 16.00
6.00 't
882.04
30"A5H
881.3 Owl.
(881.8:;
800.8 nIA
)5(80.3 I "
24.50
579.5
878.0
890.0
cc
2.2% (/) 0z 00 oC 0
590.3
I GARAGE
575.5 x
DECK
LOT AREA: 8958 SQ.fT.
EX. HOUSE AREA: I ,405 SQ.fT.
EX. PORCH AREA: 2 I 0 SQ.fT.
EX. DRIVEWAY AREA: I ,052 SQ.fT.
COVERAGE =2,667 SQ. FT. 29.8%
L_
uJ
1 -J
LOT
3.50 31.11 890.1
590.4 •
30"A5H 890.9
PROROSED
HOUSE
MAIN FLOOR
892.35
co x 578.7 880.4 551.2
ul
cO
03 1-.% I 0.% 0%4 0
I..p III
%
K 590.7 l•
%.1
590.5
(890.5)
11 I 2"5IRCH 51.57
879.8
FD IP cid
878.7 co
ca X--
44.00 28.63 ADDRESS: 5624 ABBOTT AVENUE SOUTH (881. • 8"MA LE 891.0
590.7 K FP l:FnAZ 31,..ZcZ4
CT) 584.7
28.40 Yp It
alga
54'36 W 890.7 ; •
585.3 581.1
891 .9
885.1 885.2 ,75 EXISTING
HOUSE
No. 5628
X 880.01
rr
575.9 591 .4
27.82
28.90
890.5
co -;
/
MAIN FLOOR
ELEV.=593.54 I
579.6 / x
I 892.1 SCALE : 1" = 20'
Legal Description:
LOT 1, BLOCK 8,
BROOKLINE ADDITION,
HENNEPIN COUNTY, MINNESOTA
/
892.1
this plan was prepared
and that I am a duly
under the laws of the
g ENGINEERING
CONSULTING ENGINEERS,
, ROBE PLANNERS and LAND SURVEYORS
tNGINEERING
COMPANY, INC.
1000 EAST 146th ST., STE. 240, BURNSVILLE, PIN 55337 PH (952)432-3000
FD IF
891 .2 881 .7 Date Reg.