HomeMy WebLinkAbout2911721340044-10242015S
E D I M E N T C 0 N T R 0 L P R A C T I C E S
M A T E R I A L S
E R 0 S 1 0 N P R E V E N T 1 0 N P R A C T I C E S
1.
Implement sediment control practices in order to minimize sediment from
1. Storm Sewer Inlet Protection (areas with pedestrian or vehicle traffic):
1.
Delineate the location of areas not to be disturbed (e.g. with flags,
another time frame is
entering surface waters, including curb and gutter systems and storm drain
Emergency overflow is required. Take care to protect the catch basin
specified.
stakes, signs, silt fence, etc.) on the development site before work
length of 250 mm (10 inches) or more from top to bottom after
inlets.
curb -box from additional sediment escaping over the top of these
5.2
begins.
even if the short-term activity is not complete.
devices while still allowing for emergency overflow.
Contact the City for approval of the sediment control devices.
5
2.
Install all temporary or permanent sediment control measures including silt
Install utilities.
2.
Avoid removal of trees and surface vegetation wherever possible.
8
fence at perimeter of construction, bio -logs at driveway, sediment filters, silt
a. Road Drain Curb & Gutter: With replaceable filter sock.
Restore all disturbed areas.
Schedule construction in order to expose the smallest practical
Clean all storm sewer and conveyance systems.
sacks, and sedimentation basins Drior to beginning site clearing, grading, or
Manufactured by WIMCO, 799 Theis Drive, Shakopee, MN 55379,
11
area of soil at any given time. Implement appropriate construction
12
other land -disturbing activity. Protect all storm sewer inlets that receive
Phone (952) 233-3055, (www.roaddrain.com).
phasing, vegetative buffer strips, horizontal slope grading, and other
runoff from disturbed areas.
construction practices that minimize erosion.
-THR 'HID
FENCE
b. Silt Sack: Type B, regular flow (50 gpm/ft2), with curb deflector as
16.
3.
Establish sediment control practices on all down gradient perimeters before
required. Rectangular siltsack on rectangular inlets. Round siltsack
3.
Following initial soil disturbance or redisturbance, complete
any up gradient land disturbing activities begin. These practices must remain
on round inlets. Manufactured by ACF ENVIRONMENTAL, 2831
3�7
permanent or temporary stabilization against erosion due to rain,
in place until final stabilization has been established.
Cardwell Road, Richmond, VA 23234, Phone (800) 448-3636,
wind, and running water as soon as possible, but in no case later
(www.acfenvironmental.com).
9156
than 14 calendar days, on all disturbed or graded areas including
4.
The timing of the installation of sediment control practices may be adjusted
ct'1.
�3
stormwater management pond sideslopes. This requirement does
in order to accommodate short-term activities, but sediment control practices
c. Dandy Sack: With curb filter as required. Manufactured by DANDY
not apply to those areas that are currently being used for material
must be installed before the next precipitation event even if the short-term
PRODUCTS, 1095 Harcourt Road, Mount Vernon, OH 43050, Phone
storage or for those areas on which grading, site building, or other
activity is not complete.
(800) 591-2284, (www.dandyproducts.com).
construction activities are actively underway.
5.
If the down gradient treatment system becomes overloaded, install additional
d. Dandy Bag: With curb filter as required. Manufactured by DANDY
4.
Provide temporary grass seed cover on all topsoil stockpiles and
up gradient sediment control practices or redundant BMPs in order to
PRODUCTS, 1095 Harcourt Road, Mount Vernon, OH 43050, Phone
other areas of stockpiled excavated material in order to prevent
eliminate the overloading.
(800) 591-2284, (www.dandyproducts.com).
soil erosion and rapid runoff during the construction period.
Prolonged periods of open, bare earth without grass cover will not
6.
Before beginning construction, install a TEMPORARY ROCK CONSTRUCTION
required. Available
e. Sediguard Filter: With Sediguard cin
be permitted. Stabilize all disturbed greenspace areas with a
ENTRANCE at each point where vehicles exit the construction site. Use 25
Mace Drive, Menomonee Falls, WI
Mae Dr
from ERP-TEX, 894 W17-6
minimum of 4" topsoil immediately after final subgrade completion.
mm (1 inch) to 50 mm (2 inch) diameter rock, MNDOT Standard
9, (w
53051, Phone (866) 437-6839, (www.ero-tex.net).
Seed and mulch, or sod and stake these areas within 48 hours
Specification 3137 CA -1, CA -2, CA -3, or equal Coarse Aggregate. Place the
after completion of final grading work (weather permitting).
aggregate in a layer at least 152 mm (6 inches) thick across the entire
width of the entrance. Extend the rock entrance at least 15 m (50 feet)
2. Storm Sewer Inlet Protection (areas with no pedestrian or vehicle traffic):
Emergency overflow is required. Take care to protect the catch basin
5.
Stabilize all disturbed areas to be paved using early application of
into the construction zone. Use a MNDOT Standard Specification 3733 Type
curb -box from additional sediment escaping over the top of these
gravel base.
V permeable geotextile fabric material beneath the aggregate in order to
prevent migration of soil into the rock from below. Maintain the entrance in
devices while still allowing for emergency overflow.
6.
Apply necessary moisture to the construction area in order to
a condition that will prevent tracking or flowing of sediment onto paved,
Road Drain Tom: Model RD 23 (fits rough opening for 2x3
prevent the spread of dust.
roadways. Provide periodic top dressing with additional stone as required.
a.
inlet), Model RD 27 (fits rough opening for 27 inlet), or Model CG
Close entrances not protected by temporary rock construction entrances to all
3067 (fits Neenah Casting with 35-1/4"x17-3/4" dimensions).
P
0 L L U T 1 0 N P R E V E N T 1 0 N M E A S U R E S
construction traffic.
Manufactured by WIMCO, 799 Theis Drive, Shakopee, MN, 55379,
1
Solid Waste: Dispose of collected sediment, asphalt and concrete
7.
If necessary, clean the wheels of construction vehicles in order to remove
Phone (952) 233-3055, www.roaddrain.com. Do not use in public
•
millings, floating debris, paper, plastic, fabric, construction and
soils before the vehicles leave the construction site. Wash vehicles only on
right-of-way.
demolition debris, and other wastes properly off-site in compliance
an area stabilized with stone that drains into an approved sediment trapping
with Minnesota Pollution Control Agency requirements.
device.
b. InfroSafe Sediment Control Barrier: Install geotextile sock on the
outside of the barrier in order to trap additional fines. Standard
2
Hazardous Materials: Properly store oil, gasoline, paint and any
8.
Remove all soils and sediments tracked or otherwise deposited onto adjacent
frames are available to fit 24" to 30" diameter and 2'x3' openings.
hazardous substances in order to prevent spills, leaks or other
property, pavement areas, sidewalks, streets, and alleys. Removal shall be
Distributed by ROYAL ENTERPRISES AMERICA, 30622 Forest Boulevard,
discharge. Include secondary containment. Restrict access to
on a daily basis throughout the duration of the construction. Clean paved
Stacy, MN, 55079, Phone (651) 462-1766,
storage areas in order to prevent vandalism. Storage and disposal
et -sweeping, or dry sweeping. If necessary, scrape
roadways by shoveling, w et
(www•royalenterprises.com). Do not use in public right-of-way.
of hazardous materials must be in compliance with MPCA
paved surfaces in order loosen compacted sediment material prior to
regulations.
sweeping. Haul sediment material to a suitable disposal area. Street
c. Rock Snake/Rock Sock/Rock Log/Rock Tube: Use only for inlets
washing is allowed only after sediment has been removed by shoveling or
after pavement is in place. Silt Sifter Tubes distributed by WESTERN
3.
Other Materials: Dispose of unused building materials, garbage,
sweeping.
FIBER COMPANY, PO Box 22665, Bakersfield, CA 93390, Phone (661)
trash, cleaning wastes, toxic materials, and wastewater properly
9.
Soil Stockpiles: Install siltfence or other effective sediment controls around
854-5556, (www.westernfiber.com). Do not use in public
off-site and in compliance with Minnesota Pollution Control Agency
all temporary soil stockpiles. Locate soil or dirt stockpiles such that the
right-of-way.
disposal requirements.
downslope drainage length is no less than 8 m (25 feet) from the toe of
3 Topsoil: Topsoil used for finish grading of areas to be turfed or planted
4.
Furnish suitable trash containers and regularly remove the
the pile to a surface water, including stormwater conveyances such as curb
shall meet the requirements of MNDOT Standard Specification 3877 for
accumulated trash from the premises.
and gutter systems, or conduits and ditches unless there is a bypass in
topsoil borrow modified to contain no more than 35% sand. Topsoil
place for the stormwater. If remaining for more than 7 days, stabilize the
shall be reasonably free of subsoil, heavy clay, coarse sand, stones, and
5.
Do not allow solid waste, hazardous materials, and other materials
stockpiles by mulching, vegetative cover, tarps, or other means. During
other objects over 51 mm (2 inches) in diameter; and without plants,
shall to be carried by runoff into a receiving water or storm sewer
street repair, cover construction soil or dirt stockpiles located closer than 8
roots, sticks, and other objectionable material.
system.
m (25 feet) to a roadway or drainage channel with tarps, and protect storm
sewer inlets with silt sacks or staked siltfence.
4. Geotextile Fabric for Subgrade Stabilization (if required): MNDOT Standard
6.
Limit external washing of trucks and other construction vehicles to a
10. Silt Fence: Install silt fence along the contour (on a level horizontal plane)
Specification 3733 Type V permeable geotextile material.
defined area of the site. Wash vehicles only on an area stabilized
with stone that drains into an approved sediment trapping device.
with the ends turned up (J -hooks) in order to help pond water behind the
5. Supporting Posts for Siltfence: 51 mm (2 inch) square or larger
Contain runoff and properly dispose of waste. Engine degreasing is
fence. Install the silt fence on the uphill side of the support posts. Provide
hardwood, pine, or standard T- or U -section steel posts. T- or
prohibited.
a post spacing of 1.2 m (4 feet) or less. Drive posts at least 0.6 m (2
U -section steel posts shall weigh not less than 1.8602 kg per meter
7.
Concrete Washout Operations: Contain all li uid and solid wastes
q
feet) into the ground. Anchor the silt fence fabric in a trench at least 152
(1,25 Ib per lineal foot). Posts shall have a minimum length of 1524
�'
generated by concrete washout operations in a leak -proof
mm (6 inches) deep and 152 mm (6 inches) wide dug on the upslope side
s s s to facilitate fastening the
mm (5 feet). Pot shall have projection 9
containment facility or impermeable liner. Do not allow the liquid
Y P q
of the support posts. Lay the fabric in the trench and then backfill and
fabric and prevent slippage.
and solid wastes to contact the round. Prevent runoff from the
g
compact with a vibratory plate compactor. Make any splices in the fabric at
the fabric least 152 (6 inches),concrete
washout operations or areas. Dispose of liquid and solid
a fence post. At splices, overlap at mm
6. Siltfence Fabric: MNDOT Standard Specification 3886 self supporting silt
wastes properly in compliance with Minnesota Pollution Control
fold it over, and securely fasten it to the fence post. Silt fence supporting
fence. Furnish in a continuous roll in order to avoid splices. Geotextile
Agency regulations. Install a sign adjacent to each washout facility
posts shall be 51 mm (2 inch) square or larger hardwood, pine, or standard
fabric shall be uniform in texture and appearance and have no defects,
in order to inform concrete equipment operators to utilize the
T- or U -section steel posts. T- or U -section steel posts shall weigh not
flaws, or tears. The fabric shall contain sufficient ultravioletUV ( ) ray
proper facilities.
less than 1.8602 kg per meter (1.25 Ib per lineal foot). Posts shall have a
inhibitor and stabilizers to provide a minimum two-year service life
minimum length of 1524 mm (5 feet). Posts shall have projections to
outdoors. Fabric color shall be international orange.
8.
Sanitary and Septic Waste: Furnish and install detached portable
facilitate fastening the fabric and prevent slippage. Geotextile fabric shall
toilet facilities at the construction site. The portable toilets shall be
meet the requirements of MNDOT Standard Specification 3886 for
7. Aggregate for Temporary Rock Construction Entrance: 25 mm (1 inch) to
conveniently located for the use of all workers on the project.
preassembled silt fence, furnished in a continuous roll in order to avoid
50 mm (2 inch) diameter rock, MNDOT Standard Specification 3137
Maintain the facilities in a clean, dry, sanitary condition in
splices. Geotextile fabric shall be uniform in texture and appearance and
CA -1, CA -2, or CA -3 Coarse Aggregate, or equal.
accordance with Minnesota Department of Health requirements.
have no defects, flaws, or tears. The fabric shall contain sufficient ultraviolet
(UV) ray inhibitor and stabilizers to provide a minimum two-year service life
8• Geotextile Fabric for Temporary Rock Construction Entrance: MNDOT
outdoors. Fabric color shall be international orange.
Standard Specification 3733 Type V permeable geotextile fabric material.
11.
Maintain all temporary erosion and sediment control devices in place until the
9• Aggregate for Block and Rock Sediment Filter: 25 mm (1 inch) to 50
contributing drainage area has been stabilized (hard -surfaced areas paved
mm (2 inch) diameter rock, MNDOT Standard Specification 3137 CA -1,
and vegetation established in greenspace). Repair any rilling, gully formation,
CA -2, or CA -3 Coarse Aggregate, or equal.
or washouts. After final establishment of permanent stabilization, remove all
A d 4 -
temporary synthetic, structural, and nonbiodegradable erosion an se imen 10. Block and Rock Inlet Filters: Block and Rock Inlet Filters consist of
control devices and any accumulated sediments. Dispose -of off site. open -core concrete masonry blocks, wire screen with 12 mm (0.5 inch)
Restore permanent sedimentation basins to their design condition immediately openings, and washed rock. Place open -core concrete masonry blocks
following stabilization of the site. lengthwise on their sides around the catchbasin inlet. Place wire screen
12. If dewatering is required and sump pumps are used, all pumped water must around the perimeter to the top of the block barrier before the rock is
placed. The screen acts to prevent the rocks from being washed
be discharged through a sediment control device such as a dewatering bag
through the blocks. Place rock against the wire mesh to the top of the
or other appropriate facility prior to leaving the construction site. Proper
blocks. Use 25 mm (1 inch) - 50 mm (2 inch) diameter rock, MNDOT
energy dissipation must be provided at the outlet of the pump system.
Standard Specification 3137 CA -1, CA -2, CA -3, or equal Coarse
I N S P E C T 1 0 N S A N D MAI NTENANC E: Aggregate. Install two courses of 8" blocks in order to form a barrier
height of 16".
1. Inspect the entire construction site at least once every 7 days during
active construction and within 24 hours after a rainfall event greater than 11. Concrete Block for Block and Rock Inlet Filter: Standard units with
t' th t nominal face dimensions of 16 x 8 inches. Minimum 8 inches nominal
INDIVIDUAL RESPONSIBLE FOR THE CLEANLINESS OF
THE SITE AND THE MAINTENANCE OF THE EROSION
AND SEDIMENT CONTROLS:
NATE WISSINK
ELEVATION HOMES
18312 MINNETONKA BLVD.
WAYZATA, MN 55391
PHONE: 952-346-2488
EMAIL: NATE®ELEVATIONHOMES.COM
0.5 inches in a 24-hour period. Following an nspec ion a occurs
within 24 hours after a rainfall event, the next inspection must be depth.
conducted within 7 days after that rainfall event. K E Y
12. Wire Screen for Block and Rock Inlet Filter: 12 mm (0.5 inch) openings
2. Inspect all erosion prevention and sediment control BMPs, infiltration -- EXISTING RUNOFF FLOW DIRECTION
areas, and stabilized areas. 13. Bales: Tightly bound bales of unrotted hay, straw, or other grass locally
available from recent cuttings. --► PROPOSED RUNOFF FLOW DIRECTIOI
3. Record all inspections and maintenance conducted during construction in 14. Biodegradable Erosion Control Blankets: In accordance with MNDOT
writing and keep these records. The inspections and maintenance records --m-------•- EXISTING CONTOUR
must include date and time of inspections, date and amount of all Standard Specification 3885.
rainfall events greater than 0.5 inches in a 24-hour period, name of PROPOSED CONTOUR
persons(s) conducting inspections, findings of inspections, 15. Erosion Control Matting: LandLok TRM 450 Turf Reinforcement Mat
recommendations for corrective actions, and any corrective actions taken. manufactured by Propex, Inc. (www.goeotextile.com), or approved equal (872.5) PROPOSED SPOT ELEVATION
soil erosion control matting.
4 Inspect all erosion prevention and sediment control BMPs in order to
ensure integrity and effectiveness. Repair, replace,
or supplement any
16. Staples: Staples
used to anchor erosion control blankets shall be
nonfunctional BMPs with functional BMPs within 24
hours after discovery,
U-shaped, 3 mm
diameter or heavier steel wire. The span width at the
or as soon as field conditions allow access unless
another time frame is
crown shall be a
minimum of 25 mm (1 inch). Staples shall have a
specified.
GARAGE Fl ooR - (917.0)
length of 250 mm (10 inches) or more from top to bottom after
The base information and proposed conditions shown on this
plan are from a certificate of survey prepared by
Cornerstone Land Surveying, Inc. dated 4/2/2015.
bending.
5. Remove accumulated sediment deposits from behind erosion and sediment
control devices as needed. Do not allow sediment to accumulate to a 17. Bio-Loas: Curlex Sediment Log, as manufactured by American Excelsior
depth of more than one-third of the height of the erosion and sediment Company (www.curlex.com), or approved equal. Excelsior fibers shall be
control devices. Repair, replace, or supplement deteriorated, damaged, weed seed free, TYPE III 9 -inch (23 -cm) diameter. Excelsior color shall
rotted, or missing erosion control devices within 24 hours of discovery, or be standard (natural). Netting at each end of the log shall be secured
as soon as field conditions allow access. to assure fiber containment.
6. Repair, replace, or supplement all silt fences when they become
nonfunctional or the sediment reaches 1/3 of the height of the fence. V
These repairs must be made within 24 hours of discovery, or as soon as
field conditions allow access.
7. Clean sedimentation basins, storm sewer catch basins, ditches, and other
drainage facilities as required in order to maintain their effectiveness.
Temporary and permanent sedimentation basins must be drained and the
sediment removed when the depth of sediment collected in the basin
reaches 1/2 of the storage volume. Drainage and removal must be
completed within 72 hours, or as soon as field conditions allow access.
8. Inspect surface waters (including drainage ditches and conveyance
systems) evidence of erosion and sediment deposition. Remove all deltas
and sediment deposited. Stabilize areas where sediment removal results
in exposed soil. Removal and stabilization must be completed within 7
days of discovery unless precluded by legal, regulatory, or physical access
constraints. If precluded, removal and stabilization must take place within
7 days of obtaining access.
9. Inspect construction site vehicle exit locations for evidence of off-site
sediment tracking onto paved surfaces. Remove all soils and sediments
tracked or otherwise deposited onto adjacent property, pavement areas,
sidewalks, streets, and alleys. Removal shall be on a daily basis The subsurface utility information shown on this plan is utility
throughout the duration of the construction. Clean paved roadways by Quality Level D. This quality level was determined according to
shoveling or wet -sweeping. Do not dry sweep. If necessary, scrape the guidelines of CI/ASCE 38-02, entitled "Standard Guideline
paved surfaces in order to loosen compacted sediment material prior to for the Collection and Depiction of Existing Subsurface Utility
sweeping. Haul sediment material to a suitable disposal area. Street Data."
washing is allowed only after sediment has been removed by shoveling or
sweeping.
10. Perform any corrective measures ordered by the City or Watershed District 20 0 20 40
within 24 hours of notification. Install any additional erosion protection
or sediment control measures deemed necessary Y b the City or Watershed
District within 24 hours of notification. ALF IN F FF
X15- gr�,1 TTRFF PIRFCFRV47ION DRAWING! \\server\Pro ierts\2015\415•-561 5804 South Drive Fdinn (Flevatinn Hnme.$)\2015-09--2R\l5561ST1.dwn IAYOUT: Invoutl XRFF: Survev: XRFF: Site Plan
LOT %
PUBLIC R
6 INCH
MINIMUM
THICKNESS
30 F007
MINIMUM
LENGTH
MNDOT STANDARD
SPECIFICATION 3733
TYPE V PERMEABLE
GEOTEXTILE FABRIC
MATERIAL BENEATH
THE ROCK
24 -INCH HIGH CUT-OFF DIKE
WITH MAXIMUM SIDESLOPES OF
4:1
1 TO 2 INCH DIAMETER
WASHED ROCK, MNDOT
STANDARD SPECIFICATION
3137 CA -1, CA -2, CA -3
OR EQUAL COARSE
AGGREGATE
12 FOOT I
MINIMUM
WIDTH
TEMPORARY ROCK CONSTRUCTION ENTRANCE
SET 1 /2"_.
IRON PIPE
5' UTILITY
EASEMENT P
NO. 387336
Qs
(36.62 PLAT)
N89029 f 39" E
366 56
X915.2
CONSTRUCTION SEQUENCE
a
Delineate the location of areas not to be disturbed (e.g. with flags,
1
stakes, signs, silt fence, etc.) before work begins.
Establish sediment control practices on all down gradient perimeters
2
before any up gradient land disturbing activities begin. These practices
CQ
shall remain in place until final stabilization has been established.
6
Install all perimeter sediment control devices and construction entrances.
GARAGE Fl ooR - (917.0)
The timing of the installation of sediment control practices may be
3
adjusted in order to accommodate short-term activities, but sediment
5.2
control practices must be installed before the next precipitation event
even if the short-term activity is not complete.
4
Contact the City for approval of the sediment control devices.
5
Rough grade the site.
6
Install utilities.
7
Install pavements.
8
Install lawn and landscape.
9
Restore all disturbed areas.
10
Clean all storm sewer and conveyance systems.
21.4
After all disturbed areas are stabilized, obtain approval from the City
11
and/or Watershed District.
12
Remove all temporary sediment control devices.
} LOT J
FOUND (96.32 PLAT)
1/1
" IRON N890 2.`2' ": '
({\PIP:: 9.10
JC916. j
I I � �0_ / I
'TREE 4=TREi=- .r
I
I ( #
x
915.
x91s.e #
I
>� ' UTI LI TY #moi
- - e a EASEMENT PF
X X NO. 387336 `-
wo
SPRUCE,8"SPRU�CE" I
O
10"SPRUC916.; C
SPRUCE"
X915x915.7
.7 N
�- 1
ER DOC. X 1
I x
4+ xs,.s 16-4,0"5--�
I � I
I I
1 17 I SLUT 0
I
I I
�rS i 915.17 ?C 5.6 X 9100. po
I �
CEDAR"151
L O 1 4
- -- --.-..-.......-...._.....-.-.-...-_..._
'
'--SET 1/2' IRON
43 PIPE 0.5' SOUTH.
--2.1 CORNER FALLS
ON WOOD FENCE
POST
SILT FENCES 4 €
I
I
� I
s
� f{/ -x316.2 s
� I
10"TREE) �~`� 5' UTILITY
916.E EASEMENT PER DOC.
NO. 387336
� I
7/16.2 X 916.2 i
1
)SED HQS E 2.00 � , w -_- 23
_J Cq
I taro 9y a /
I ` (sueFLooR (91&0)18.0
0- LOCO x91
a
-k___m_.„..
TERP,cE
1
t• t
5 * 9y
s
CQ
{
6
X
GARAGE Fl ooR - (917.0)
v
5.2
916.6
14.2
-. =912.7
BLDGTOP � •-`
21.4
2.0
4804'-
)SED HQS E 2.00 � , w -_- 23
_J Cq
I taro 9y a /
I ` (sueFLooR (91&0)18.0
0- LOCO x91
4 .
-k___m_.„..
RED WALL - (9TWSHCOU
27.3
t• t
5 * 9y
eASEwENr FLooR - (907-0)18,0
CQ
{
6
----- 9I
GARAGE Fl ooR - (917.0)
v
5.2
EXISTING H
-. =912.7
BLDGTOP � •-`
LO
-THR 'HID
FENCE
16.
=915 _
8 3
I
3�7
i t�
#
9156
6 " E
"q
ct'1.
�3
r.. is 916•
r
I
i
I
I �
n ��i -
I `u
I •�
I X91 7
i SMCKPU 1
til /
Lei t/
0
X916.4
6.5
� I
� n..coR I
r=916.5 SFO -
� i 2 °R
I I E
X 916.
I I
X916.2 V
I
# x91
i , I 915.7 X915.7
-.916--- -c-
"TREE � X915.9 I i
I I
I
I 1 E
I
# I I
f
� I
I Imo` 15_ I
FOUND
EE _ . - - _` . fy 1/2" IRON l
f 15PIPE
X914.8
SETI X914.9 I '
I - ~-914
IRON PIPEx., � o0 0 000 (01I
6t,T. E T-0000 0 3 /
%
_._.«. _.......-._ _._.v- ....- -_ ...__....._... r ....... -. _o�VIO OO _ _. -. � w
81
0 4
iO 01 914•-•- _/_:0 -- - X913.9
91 0 o
000
0
X912.9 �" �r - 0-
.b
g12a RIOR ANY Cs �A.- 1\ t ,
CONSTRUCTION, INSTALL 133
i STORM SEWER INLET 9 PORARY ROCK
i PROTECTION ON ALL S8,9_,33 ' CONSTRUCTION
CATCH BASINS EXPOSED €NTRANCE%as
1'L TO CONSTRUCTION0.5.
-<<EDIMENT-- -< -- < .......-. ...< < < -- < <-----J<g < <�<�_<-..•. �< c <
S011TH DRIVE
._.-
5804 SOUTH DRIVE
m - ooq`f_
EDINA, MN
OCT 2 2 2015
VI OF
DATE REVISION
9/21/15 GARAGE FLOOR
9/28/15 RAISED ELEVATION OF HOUSE
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 ENGINEER UNDER THE LAWS
OF THE STATEF� MINNESOTA.
Brian Mundstock
DATE: 9/28/2015 REG. NO.: 23468
INFORMATION:
PROJECT NO.: 15-554
DRAWN BY: LKS
CHECKED BY: BHM
APPROVED BY: BHM
SCALE: GRAPHIC
DATE: 9/17/15
DESCRIPTION:
GRADING, DRAINAGE,
EROSION CONTROL
AND STORMWATER
MANAGEMENT PLAN
SHEET NO
ST1
1 of 1