HomeMy WebLinkAbout1902824430066-10032013suiLDING DEPARNE
OCT 02 2013
CITY OF ED/NA
GRAPHIC SCALE
20 0 10 20 40
( IN FEET ) Manhole
(15989.8
/
DENOTES EXISTING SPOT ELEVATION
DENOTES PROPOSED SPOT ELEVATION
DENOTES EXISTING CONTOUR LINE
DENOTES PROPOSED CONTOUR LINE
DENOTES PROPOSED STORM FLOW
DENOTES PROPOSED STRAW LOGS
944.8
_ _960.0
946
SF' - SF'
61st Street West
X
X890.9 890.6
- -PROPOSED NEW CURB, OLD APRON - DRIVE AIVD GARAGE TO BE REMOVED .11,
BUILDING COVERAGE:
House 1,811 square feet
Lot 6,664 square feet
Coverage 27.18%
4,E•
891.9
133 84
S 89°15'5 -893.2
A89 35.46 \
353
92.4
130337 19/28/24 LANDMARK BUILDING CONTRACTORS
ADVANCE SURVEYING & ENGINEERING CO. LEGEND 5300 S. Hwy. No. 101 Minnetonka, MN 55345 Phone (952) 474 7964 Fax (952) 225 0502 www.advsur.com
SURVEY FOR: LANDMARK BUILDING CONTRACTORS
SURVEYED & DRAFTED: June 18, 2013
REVISED: September 6, 2013 to show proposed dwelling, related improvements, grading,
drainage & erosion control details.
REVISED: September 10„2013 to fit 11 x 17 format.
REVISED: September 26, 2013 to show more grading, drainage & erosion control info.
REVISED: October 2,2013 to show building coverage.
LEGAL DESCRIPTION:
Lot 1, Block 22, Fairfax, Hennepin County, Minnesota.
SCOPE OF WORK:
1. Showing the length and direction of boundary lines of the above legal description. 2.
Showing the location of existing improvements we deemed important.
2. Setting new monuments or verifying old monuments to mark the corners of the property.
3. Showing 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.
4. Showing your proposal to build a new home and related improvements per your plans, for 89
your review and for the review of such governmental agencies as may have jurisdiction over
your project before you make decisions based on this survey.
STANDARD SYMBOLS & CONVENTIONS:
" • " Denotes 1/2" ID pipe with plastic plug bearing State
License Number 9235, set, unless otherwise noted.
EROSION CONTROL
0
7
91.3
- - 133. 45
X892.3
3.1 - X892.0
89
Benchmark: _
Top of manhole
890.2
991.2 90.6
990.8 91-Concrete _Curb
891.1
-4 --- -
--"X$91„4 t -
X891.8_ _ Fence -------- ---__-- 394916-'
I. All exposed soil areas, including temporary stockpiles, must be stabilized as soon as
possible, but in no case later than 14 days after construction activity in that portion of the
site has temporarily or permanently ceased. Stabilize with temporary seed and straw
mulch applied at 2 tons per acre.
2. Straw logs shall be installed at the locations shown on the plan and around any stockpiles.
Straw logs shall be inspected and maintained weekly (and within 24 hours of a 0.5 inch
rainfall event) 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 this project. 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 grade sediment practices are overloaded, additional up grade erosion control
measures shall be installed to reduce loading.
6. 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. Street cleaning shall occur daily or oftener if needed.
8. Permit holder shall inspect and maintain sediment and erosion control devises (ie: st y
logs and inlet protection) weekly (or within 24 hours of al5" or greater rainfall). 141.
Sediment must be removed when kin 1/3 the height of the sediment and erosion control
device.
CERTIFICATION:
I hereby certify that this plan, specification, report or survey was prepared by me or under
my direct supervision and that I am a duly Licensed Professional Engineer and Licensed
Land Surveyor under the laws of the state of Minnesota.
Signature: cyrrtiv1, LW. Opookrz, Typed Name: James H. Parker
Date: September 26, 2013 Reg. No. 9235
Garage
PROPOSED DWELLING
FIRST FLOOR = 894.19
TOP FOUND. = 894.00
GAR. FLOOR = 893.60
LOW FLOOR = 884.30
891.
892.3- id
L
1
\ \ I
\
PROPOSED"
WINDOW %
WELLS--
83.1 I A
Edge %-
N. conc\
893.5
892.5
X892.8
STORM
6 1 00 ai9-4a.ielcvic
/7-4,53 o
WATER & EROSION CONTROL PLAN 130338 2013 10 02 A JP