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10" Pine I
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TELEPHONE-ELECTRIC-GAS Fic,fora digging call 651-454-01
REQUIRED BY LAW 1
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REVISIONS
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3,
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DRAWN BY:
DESIGNED EST:
ISSUE DATE:
JTR
'TR
06/25/13
I hereby certify that thls plan, specification
or report was prepared by me or under my
direct supervislon and that I am a duly
licensed Professional Engineer under the
laws of the State of Minnesota
Name: Joseph T. Radach
Signature:
Date: 06/25/13 LIcense *I 45889
*si
173.79
6" Cede ?(6)1
( /1\----16" Pine
7. / /
PROPOSED CONTOUR
EXISTING 14
5405 BLAKE
he
(PLAT=1742 \S‘89°59'OE ___ 0\'`e
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OUSE
ROAD
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EXISTING SOIL STOCKPILE
TO BE REMOVED FROM SITE.
RESTORE TO ORIGINAL GRADE.
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6" Pine
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Wood --Retaining Walls-,"
1 0" flue
16" Tree
F\ENCING
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8" Pine
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8" Pine o
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INSTALL ROCK"
CORSI -ENTRANCE
06 —934--
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12" Tree
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Wood Retaining Walls
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PROTECTION I ate: I 1 51 la
City of Edina
Inspections Department
Permit Number:
1\9101
Denotes
LEGEND „ .
Existing Power Pole -
/
Existing Manhole/ Denotes
Existing Catch Basin Denotes
Existing Gate Valve Denotes
Existing Overhead Utility Line(s) Denotes
Existing Fence Denotes
Retaining Wall Denotes
x 000 o Existing Elevation Denotes
Direction of Drainage Denotes
Utility Easement, per Final Plat Denotes
—18-- Denotes Found Iron Monument
------.._,/Denotes Existing Contour
Denotes Existing Tree, as noted
-• • • - Denotes Proposed Silt Fence
Denotes Proposed Rock Entrance
EROSION CONTROL NOTES
1. Silt fence, bio rolls and/or catch basin inlet
protection devices shall be installed prior to
any land disturbing activity.
2. Rock construction entrances shall be installed
prior to any land disturbing activity or after
existing driveway is removed.
3. Any sediment that reaches the existing street
or adjacent property shall be removed
immediately and measures shall be taken to
prevent further sedimentation offsite.
4. All silt fences, bio rolls and catch basin inlet
protection devises must be repaired, replaced,
or supplemented when they become
nonfunctional or the sediment reaches Y3 of the
height of the device. Repairs shall be made
within 24 hours of discovery, or as soon as
field conditions allow.
5. Rock construction entrance must be repaired or
replaced when the rock becomes inundated with
sediment and/or excessive sediment is being
tracked from the site. Repairs shall be made
within 24 hours of discovery, or as soon as
field conditions allow.
20 40
6" Pine
18" Pine
(PLAT=1 74)
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10iNi\Aiie
Pin
S89°48'31"
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8" Pine
Set IP
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1-8"-mupre- —932—
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tfikSit., 411 I edir e,ri p41•".1
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OD .1~0 Valk,OP:WmP:1
rapeareq,Y=4.0.10.40.4
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Priptiv,4114 61.10.,414..-tip 4.7t
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41.;0•111411
THS PLAN MUST
flT \ TAiNED AND
ON THE
CONSTRUCTION SITE.
0 10
( IN FEET )
\ I \. 540‘ Iswik RA
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SILT FENCE
ANCHOR W/ METAL
T-POST OR WOOD
2"X2" STAKE
DIRECTION OF FLOW
FILTER FABRIC (36" MAX. HEIGHT)
OPENING IN FABRIC WEAVE < 212 pm
6"X6" TRENCH
(COMPACTED BACKFILL)
=11 1
• 1_1 I 1- '
UNDISTURBED SOIL
NOTES:
1. DIG A 6"X6" TRENCH ALONG THE INTENDED SILT FENCE LINE.
2. DRIVE ALL ANCHOR POSTS INTO THE GROUND AT THE DOWNHILL SIDE OF THE TRENCH.
3. POSTS SHALL BE SPACED A MAXIMUM OF 6 FEET APART.
4. LAY OUT SILT FENCE ALONG THE UPHILL SIDE OF THE ANCHOR POSTS AND BACK FILL 6"X6" TRENCH.
5. SECURELY ATTACH SILT FENCE TO ANCHOR POSTS W/ MINIMUM OF THREE ATTACHMENTS PER POST.
6. SEE MNDOT -SPECIFICATIONS 2573 & 3886.
TREE FENCE
COPOLYMER BARRIER FENCING
(48" HEIGHT) ANCHOR W/ METAL
T-POST OR WOOD
2"X2" STAKE
-111-111E1
.1-=
UNDISTURBED SOIL
NOTES:
1. TREE FENCING SHALL BE PLACED A MINIMUM OF 1 FOOT PER CALIPER INCH OF TREE DIAMETER
FROM TREE(S) THAT IS/ARE TO BE SAVED.
2. ANCHOR POST MAY BE SPACED UP TO 10 FEET APART.
3. SECURELY ATTACH TREE FENCE TO ANCHOR POSTS W/ MINIMUM OF TWO ATTACHMENTS PER POST.
4. SEE MNDOT SPECIFICATION 2572.
BIOROLL DETAIL
NOTES:
1. ENDS OF BIOROLL SHALL BE A MINIMUM OF 6" HIGHER THAN BOTTOM OF FLOW PATH.
2. STAKES SHALL BE DRIVEN THROUGH THE BACK HALF OF THE BIOROLL.
3. SEE MNDOT SPECS 2573 & 3889.
INFRASAFE — 2'x3' DEBRIS COLLECTION DEVICE
AS MANUFACTURED BY ROYAL ENVIRONMENTAL SYSTEMS
HDPE INSERT BASKETS
SHOWN W/OUT FILTER BAGS
400 MICRON FILTER BAGS
REQUIRED INSIDE BASKETS
2'x3' HDPE FRAME INSERT
EMERGENCY
OVERFLOW PORTS
- MEETS MN/DOT SPECIFICATION 3891.F
"STORM DRAIN INLET PROTECTION -FILTER BAG INSERT" - DESIGNED FOR NEENAH R-3067 OR R-3290 SERIES
INFRASAFE — 27" DEBRIS COLLECTION DEVICE
AS MANUFACTURED BY ROYAL ENVIRONMENTAL SERVICES
HDPE INSERT BASKETS
SHOWN W/OUT FILTER BAGS
400 MICRON FILTER BAGS
REQUIRED INSIDE BASKETS
2X3 HDPE FRAME INSERT EMERGENCY
- OVERFLOW PORTS
- MEETS MN/DOT SPECIFICATION 3891.F
"STORM DRAIN INLET PROTECTION - FILTER BAG INSERT"
- DESIGNED FOR NEENAH R-3250-A OR R-3250-1 (MNDOT 801)
FRAME CASTING
ROCK CONSTRUCTION ENTRANCE
Failure to install the Construction Exit before
disturbing the site soils and/or failure to
maintain the Construction Exit will result in
enforcement action by the City.
4/0/3
*
1' MAX. SPACING
1"x2" WOODEN STAKE
10" EMBEDMENT DEPTH
Residential
Temporary Rock Construction Exit
g4 1.1
egrs"kiVilai S-,111•n •vp. to•-irot ;tot.
,4%.1virst,71144.f.-41%-
-4*1/446%
1310# 4-041150*. ta0.416011-ZiP
.414
•
-15' Initial length -To front yard setback line after backfill
e Non-woven geotextile drainage fabric under
*tirest.4 " P.1
'
6" minimum thicknes
1112" to 3" washed rock
REVISIONS
5-
6.
DRAWN BY: 3011
DESIGNED BY: JTR
ISSUE DATE: 06/25/13
thereby 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 State of Minnesota
Name: Joseph T. Radach, R.E.
Signature:
Date: 06/25/13 License #: 45E1139