HomeMy WebLinkAbout3011721140018-10292014ADVANCE S SIR VE WING & ENGINEERING CO.
5300 S. Hwy. No. 101 Minnetonka, MN 55345 Phone (952) 474 7964 www.advsur.com
SURVEY FOR: BRICKHQ DISE ARCHITECTS
SURVEYED: October 15, 2014 DRAFTED: October 15, 2014
REVISED: October 27, 2014 to show proposed dwelling, related improvements, grading, drainage
and erosion control details for review.
LEGAL DESCRIPTION:
The East 50 feet of the North 300 feet of Block 22, Mendelssohn, and the West 20 feet of Lot 2.,
Rearrangement of Block 23, Mendelssohn. Hennepin County, Minnesota,
SCOPE OF WORK:
1. Showing the length and direction of boundary lines of the above legal description. The
scope of our services does not include determining what you own, which is a legal matter.
Please check the legal description with your records or consult, with competent_ legal counsel, if
necessary, to make sure that it is correct, and that any matters of record, such as casements, that you
wish shown on the survey, have been shown.
2. Showing the location of existing improvements we deemed important.
3. Setting new monuments or verifying old monuments to mark the corners of the property.
4. Showing elevations and contours to show the topography of the site. The elevations shown relate
only to the benchmark provided on this survey. Use that benchmark and check at least one other
feature shown on the map when determining other elevations for use on this site.
5. While we show proposed improvements to your property, we not as familiar with your
plans as you are nor are we as familiar with the requirements of governmental agencies as their
employees are. We suggest that you review the survey to confirm that the proposals are what you
intend and submit the survey to such governmental agencies as may have jurisdiction over your
project to gain their approvals if you can.
6. Showing and tabulating hard cover and area of the lot for your review and for the review of such
governmental agencies as may have jurisdiction over hard cover requirements.
STANDARD SYMBOLS & CONVENTIONS:
"*"Denotes 1/2" ID pipe with plastic plug bearing State License Number 9235, set, unless otherwise
noted.
CERTTFTCATTON:
I hereby certify that this plan, specification, report or survey was prepared by Ine or under my direct
supervision and that I am a licensed Professional Engineer and Professional Surveyor under the laws
of the State of Minnesota.
S1gnaLuTe: ;ate ,y. pati Typed Name: James H. Parker
Date: October 27, 2014 Reg. No. 9235
AJQ1. GIRAI_ANC BE( ]N:
Install silt fence around the perimeter of the construction area as shown on this plan.
2. Install inlet protection at inlets to the storm sewer system that reserve storm water from areas to be disturbed on
i,.hls Sitc usln�P,oa.f1- Dmin To -p Slab �/If)fi-1 ..1 ;0 "_' i it i'Ci::\{?%; i?1Y.;i.li£.1 7�:F ?;\ 5+ Alllf:t) .}t `i::C1 .0 turf% Top Flab
t t� ,
r
t.�r',€:1 tZF tfl., rt,...o z,ri nl:, k.:r 1..1.:I'1, or 3�..ac1 3:?r�u 1'c>+) Drab �i.Cc>cl�:l ._ _ ifs ;' t;:i s
Castii-io dimenslc+n<,,;
s. Sediment control measures must remain in place until final stabilization has been established and then shall be removed.
Sediment controls may be removed to accommodate short term construction activity but must be replaced bofore the next
rain.
A temporary rock construction entrance shall be established at each access point to the site and a 6 inch layer of 1 to 2 inch
rock extending at least 50 feet from the street into the site and shall be underlain with permeable geotextile fabric. The
entrance shall be maintained during construction by top dressing or washing to prevent tracking or flow of sediments onto
public streets, walks or alleys. Potential entrances that are not so protected shall be closed by fencing to prevent
unprotected exit from the site.
When dirt stockpiles have been created, a double row of silt fence shall be placed to prevent escape of sediment laden runoff and
if the piles or other disturbed areas are to remain in place for more than 14 days they shall be seeded with Minnesota Department
of Transportation Seed Mixture 22-111 at 100 lb/acre followed by covering wil spray mulch.
r.
A dumpster shall be placed on the site for prompt disposal of construction debris. These dumpsters shall be serviced regularly to
prevent overflowing and blowing onto adjacent properties. Disposal of solid wastes from the site shall in accordance with
Minnesota Pollution Control Agency requirements.
«. A separate container shall be placed for disposal of hazardous waste. Hazardous wastes shall be disposed of in accordance with
MPCA requirements.
Concrete truck washout shall be in the plastic lined ditch shown on this plan for "CONCRETE WASHOUT" and dispose of
washings as solid waste.
1 n Sediment control devices shall be regularly inspected and after major rainfall events and shall be cleaned and repaired as
necessary to provide downstream protection.
Streets, alleys, sidewalks and other public ways shall be inspected daily and if litter or soils has been deposited it shall promptly be
removed. The contact person for this site is Tim Hughes;612 363 2545; Tim £Iui3hes Itirlrt(&ijlte�useifressirt ce�rrlttianv.ea�rn3
12. If necessary, vehicles, that have mud on their wheels, shall be cleaned before exiting the site in the rock entrance areas.
13. Moisture shall be applied to disturbed areas to control dust as needed.
14. Portable toilet facilities shall be placed on site for use by workers and shall be properly maintained.
15. If it becomes necessary to pump the excavation during construction, pump discharge shall be into the stockpile areas so that the
double silt fence around these areas can filter the water before it leaves the site.
I". Temporary erosion control shall be installed no later than 14 days after the site is first disturbed and shall consist of broadcast
seeding with Minnesota Department of Transportation Seed Mixture 22-111 at 100 lb/acre followed by covering- with spray
(
mulch. f f r l ( f f f
17. When final grading has been completed but before placement of seed or sod an "as built" survey shall be done per Edina's
requirements to insure that grading was properly done.
18. When any remedial grading has been completed, sod or seeding shall be completed including any erosion control blankets for
steep areas.
' 9. When turf is established, silt fence and inlet protection and other erosion control devices shall be disposed of and adjacent streets,
alleys and walks shall be cleaned as needed to deliver a site that is erosion resistant and clean.
Maloney Avenue
PROPOSED X924.91
PLATIC LINED
CONCRETE,
'VvASIIOUT DITCH - - - - - _
-S_89 `57'50" E
920!7X925.3 onerb- - 70.0 -
X926.2
,-Benchmark
f Top of manhole 926.3 N.G. ISD. 1929
X926.4
,
'(926,2 \
7 1 CFound Broken Cala
935.8 -7--
- X927.8
26.71x]-- l
926.2 ,%X 6.3 24Pin e s2z 20
1�" Pine '
y
9288 _ _ - •L4
lie
X929.4
nl X927.4
1 a 1928 8929.
P UT'OSFt� 29
MOI L
00
1 1, S OCKI'ILEi i
922.8 X927. 928.4 jl
j
- _ ----'--50 --- - �3� i X930.9
r T r
,�� 1 --- 9 � 930.1 930.2 1
I ,
r 1 X930. �� X931
1, - _
929.61 'i i X930 _ - -- - = �1• r
28.6 931.9 ft r T 1
Garage
1
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1
,
,
,
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1
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---9650-0
1
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1
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1
1
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1
1
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1
1
Floor 929.8 ' " _ _9, 7,ti31 Exist/nq Owe//mg
1� 777
Existing Dwelling lam' '� a ' S
�� Garage Floor
0%
I
0.79 931.9 I 931.7
15 24.77 N 6.23
930.0 J 32 I N Exs.
91.2 r II
9 311 Garage
�
PROPOSED DWELLING I 70
FIRST FLOOR = 933.52 I 932'3
o TOP FOUND. = 933,,3 c -932
GAR.. FLOOR. = 932.00 I
9.1
933X LOW FLOOR =924.67 1 1 2.
93237- - - - - 1.1 9.1 -931
1n _
10.75 1 49.00 �0 % D.
X931.8 f Af
h
PROPOSED PATIO I - " 93 L,V
PROPOSED SOIL STOCK XX i
932-50 5 �3Q.6 � 1
X9323 y 9 X9 ��' +
932.
,
.8
O
,
Twi 8" Tree ;20'% Tree
4932 -932.
A- /
' ' j(✓931
X931.6
- - X925
iJ X 928.9 ><Y �.i XC927 2 / %5928.31X9 4
- Ret;' W�Is �a
\� - I
N�' 929.5
X926.7-
(� 14'" Tee
X927,0'
O I X92-7:2- " - . ' i / 'X9 8.7
^ 9 14 Tree X921.'7 �(
I,
21
923. 922.. - - 9�
X916.
1
\� 20 Tr�e'
II ,
� X91SZ-
920..
7'52o. '
1
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Xslz}--I----
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X916.
OR
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a
The South line of the D r
North '300 feet of �.. * FOWd 1 /917.3 -
Bloc* 22, Mendelssohn- O , -, _ ,- Fwnd (15230
Forgid,20.18
? d ,
- - �r- ---49.95-- �'" S 89'5235 W
S 89'55'28" E
Xs1a.o
LEGEND
DENOTES EXISTING SPOT ELEVATION
444.k
DENOTES PROPOSED SPOT ELEVATION
---9650-0
DENOTES EXISTING CONTOUR LINE -
- - -942- ' -
DENOTES PROPOSED CONTOUR LINE -9z
DENOTES PROPOSED STORM FL O W
DENOTES PROPOSED SILT FENCE
SF -
GRAPHIC SCALE
20 0 10 20 40
��+(l7•��•I�_DOd ( IN FEET}
Ave, .
STORM WA TER MANAGEMENT & EROSION CONTROL PLAN 140819 2014 10 27 A JP