HomeMy WebLinkAbout3002824220024-11152013901
898.52
908.98
908.58
908.63
Elevation:
Elevation:
(at door):
Elevation:
Lowest Floor
Top of Foundation
Garage Slab Elevation
First Floor
90 RLS
19922
901.8 x 901.4
1 903.7
1.; 902.4
Blk 2, NORMANDALE
899.0 899.8
TC 'South line of the East Half of Lot 5,
A \ 6"A pie
Denotes Existing Overhead Utility Line(s
Denotes Existing Fence
Denotes Existing Bituminous Surface
Denotes Existing Concrete Surface
X 000.0 Denotes Existing Elevation
x0oo.0 Denotes Proposed Elevation
Denotes Direction of Drainage
Denotes Found Iron Monument, as n
Denotes Proposed Contour
Denotes Existing Contour
Denotes Existing Trees as noted
0
Denotes Existing Manhole
MH
HYD Denotes Existing Hydrant
Denotes Existing Sign
PP Denotes Existing Power Pole
ohe
q=='
rL
(CftTh>
Denotes Existing Tree to be Removed
Denotes Proposed Retaining Wall 0000000
SMH Dated this 27th day of September, 2013.
• Signed: Carlson McCain, Inc.
(IN FEET)
4728.001 Proposed 749
Located in the NW 1/4 of
)0n,S e-eS att,3
8.7 fl
NAVe /3
Sec. 30, Twp. 28, Rge. 24 90 TC
Certificate of Survey for:
JIMS CUSTOM HOMES, LLC
ia.5- 6-73. House Address: %
90742232. ViRj 1.t63e2:-Virginia Avenue, Edina, MN
LEGEND
I hereby certify to JMS Custom Homes, LLC, that this survey, plan or report was
prepared by me or under my direct supervision and that I am a duly licensed land
901.6 surveyor under the laws of the State of Minnesota.
re o
x897.8 i fr,-- ., .,
-c xi c, I , x 8 9.6 c
-0 --„,, 0 -' '..
• 898.2
RLS /
19922
899.0 898.9 899.0
ohe
1-0
o tt.)
898.9 TC
a
<pap
/
899.2 8992 >< 15.0
40.62 cp Lon
1899.04 :9.:/
2n.
/899.2
(5'
7 9.0
/ Existing 0
/ Garage ni
• Slab=899.2 .5.•1
x 899.1
898.9
\ 899.1 )) \ x 4
904.
/\Flogsto4e, f?staining
1 I
89°51' 1, 902.2
121.0 7 0
i;1
/
x
S89°54'24"E Wr Fence / 899.0
10"Tr
ohe
908.3 0 9 8 0
902 7
ci) (0 (.0 0 0
0 0 4-
898.6
0 o00
056 908.4
905't6 907
94.4
T 1\9\7.3
al
I X L908.5
ç.7.0r1 \L../
0
C9TDET-3) 0 90.6.2 • x 07 4
r'Existing House
6224 Virginia Ave.
FFE=912.4
/1
//3
/I 910.3
910.31 211 5
1
0
908.6 \
Z_Z_ZZ.Lr C 908.7 909.4
T.W.-906. W.-903.0
907.5 908.4 - I
\ PROPOSED RIVEWAY\-
908.6)
1. 'Cant
I! L- L- / I Y V L- /
x899.8
T.W.-908.5 B.W.-`908.0 \?;
%
he oh T
ohRe1 BUS:EL obe 89 EE 9.6
909.6
908.6
onascaPe x 908.6
, Are° 2.0%
IN 907.8
1-VALLEY GUTTER
910.3
60"Tree
±
/ k-
911'4 RLS
909660 .,2,
-909 909.2
2.0x Fit.
Flagstone 909.4Alumkium Retaining Fent,
Wall I 9
898.3 899.0x x9007
Bearings shown are assumed
GRAPHIC SCALE
7 0 20 11.1.0 10
.-"
899.0
98.9
x t 899.2
902.7 X
902.0 RLS
-•19922 901.7/
901.1
T.W.-9091 BW.-9O5:g (3os
Tota/ Lot Area ±14,652 sq ft.
Gross Building Area ±2,231 sqft.
House Foundation ±1,885 sq ft.
Covered Porch (w/o 80' Exemption) ±132 sq ft.
Cantilevers/Patio ±214 sq ft.
Building Coverage 1.15.2%
PROPOSED BUILDING ELEVATIONS
x 897.4
North line of the East Half of
90R7
897.3
X 897.7
898.0 X
X 897.9
x 898.3
x 898.7
898.7 TC
NORMANDALE-
900.7
899.4
k 899.9
901 5"
'‘D(,)
PROPOSCD QC/SE
9.17 Ft. Pobr,ed t3rnt.
Full Base nt
le(6 ) 9003
899.8 r•I SD oi 899.8.
±37.9
909.9
Bituminous Driveway
909.8
Qe al
3"Apple
9044
5"Apple(4)C0
(
cf9,
A
I- • D - 0 a
36"-rree 5- 045d)
BENCHMARK
TOP OF SPIKE
EL =
PARCEL DESCRIPTION: (PER HENNEPIN COUNTY TAX RECORDS)
The East Half of Lot 5, Block 2, NORMANDALE, according to
the recorded plat thereof, Hennepin County, Minnesota
Subject to all easements of record, if any
NOTES:
1. Only VISIBLE improvements were located as part of this survey.
2. Surveyed property contains ±14,652 sq. ft.
3. Surveyed property is zoned R-1, per the City of Edina Zoning Map.
4. Existing retaining walls and landscaping areas may encroach, as
shown.
5. BENCHMARK: Top Nut of Hydrant located at 63rd St. W. and
Virginia Ave. So. Elev.=903.98 (NCVD 29) - per the City of Edina.
r.r.
Revised: Hosue Pion 11/08/13 By:
Revised: Stake House 10/14/13 Thomas R. Balluff, L.S. Reg. No. 40361
Located in the NW 1/4 of
Sec. 30, Twp. 28, Rge. 24
9089x
908.7
-rc
Existing House
6224 Virginia Ave. 910.3
FFE=912.4 A
/ 908.7
Certificate of Survey for:
JMS CUSTOM HOMES, LLC
House Address:
6232-Virginia Avenue, Edina, MN
X 89(7.4
\ )
\ • \
\ _
North line of the East Half of Lo'IN5,\BIk'24NORMANDALE-..,
900.7
Bituminous Driveway 901.8 x 901.4 Xp 908.5
/11
/I 910.3
909.4
• x
-908.5
908.3 • 908 3
9,0.3 S89 '5,1'2710E9.8Flogstone 909.4-A91219 sin t2 Retaining Fen&
902. 998. Il 948.1
907.3 902. 908.6 909.6
RLS 9.922 9.C.).*q/ 99\4.1
i\elagstohe
R ewt aa nig(
,
\ 903.3
\ •
9
9O 905\6 907 RLS T.W.-909.0
B.W:=908.5 07.5 w....c.LB A
907.3 19922 LEGEND 909.6xN
909.2 (9-,-
897.3
x 897.7
0 MH
HYD
-0-
Denotes Existing
Denotes Existing
Denotes Existing
Denotes Existing
Denotes Existing
Denotes Existing
Denotes Existing
Manhole
Hydrant
Sign
Power Pole
Overhead Utility Line(s)
Fence
Bituminous Surface
Total Lot Area ±14,652 sqft.
Gross Building Area ±2,231 sq ft.
House Foundation ±1,885 sq ft.
Covered Porch (w/o BO Exemption) ±132 sq ft.
Cantilevers/Patio ±274 soft.
Building Coverage ±15.27;
co 907.4 • -CURB •
r53 -H
908.6
ondscal)e 908.6 Argo
907.8
906 2
907 0)-.<
W.-909.0
B. .-9050 PP
oho - PROPOSED
DRIVEWAY,,,
910.0
899 1
25. 15.0 PROPOSED BUILDING ELEVATIONS 906.6)
903 /‘
Denotes
x 000.o Denotes
xC000.ii) Denotes
Denotes
Denotes
Denotes
Denotes
Denotes
Existing Concrete Surface
Existing Elevation
Proposed Elevation
Direction of Drainage
Found Iron Monument, as noted
Proposed Contour
Existing Contour
Existing Trees as noted
/L 901.52
910.4
910.0
912.1
Lowest Floor Elevation:
Top of Foundation Elevation:
Garage Slab Elevation (at door):
First Floor Elevation:
•9 A •
I \ V 903.6 GARAGE
3"Ap
1.0
.11n111 9Q.3 x N.36-Tree S 9O.4 E/P1
44) cb 15.0 %98.0 00,,
124
CC Denotes Existing Tree to be Removed<
0000000 Denotes Proposed Retaining Wall
S-
PARCEL DESCRIPTION:(PER HENNEPIN COUNTY TAX RECORDS) t-----
The East Half of Lot 5, Block 2, NORMANDALE, according to
the recorded plat thereof, Hennepin County, Minnesota
Subject to all easements of record, if any
NOTES:
1. Only VISIBLE improvements were located as part of this survey.
2. Surveyed property contains ±14,652 sq. ft.
3. Surveyed property is zoned R-1, per the City of Edino Zoning Map.
4. Existing retaining walls and landscaping areas may encroach, as
shown.
5. BENCHMARK: Top Nut of Hydrant located at 63rd St. W. and
Virginia Ave. So. Elev.=903.98 (NGVD 29) - per the City of Edina.
- a
\\P
7- \
899.2 897.4'
x
0
o
2
clj
.2 2:.
o
089715 x
Co
3) -4
x 898.0 PROPOSED HOUSE
9.17 Ft. Pourecl Bsmt.
Full Basemen
)898.6
0
(0•\ t7R
899.2 899.3x
15.0 0-01.C) 11
9.
e(6)
899.8 899
x 899.1 x 0
5.O(9:01 8
co
35.17
40.62
899.0 899 2 8 x 897.9 2
T.W.-907. B.W.-903.0 / /16.6 /
9.0
Existing
Garage
Slob-899.2
(To Be 5"1
Removed)
14 899.9
51.1
902
901
-H 1
x 898.3
898.2 X
X RL
199 2
121.07 " s. 054'2455 899.6 ‘;\\
>0< TREES/E3U5HES
899.
F-
aki/i
89 9
899.01
899.0
F1-1 Wiree x Fence x 898.7
98.9 898.9 899.0 IS oh ohe o e ohe
898.7
T0 899.8
,South line of the East Half of Lot 5, Blk 2, NORivfANDALE
901.1
33N19N3 1081/9910N00/
INI3d
AINA1401110
1430 D
03
3aNWIti
I her .y certify to JMS Custom Homes, LLC, that this survey, plan or report was
prepare ,,,by me or under my direct supervision and that I am a duly licensed land
901.6 surveyor ud' er the laws of the State of Minnesota.
I \L-L- V V L-s-.• I 4:;‘ 71-2)r-1 C 7PC-1-1- I A ir-C-r
y898.3
Bearings shown are assumed
GRAPHIC SCALE
20 10 0 20
x899.8 ?
SMH Dated this 27r ay of September, 2013.
Signed: Carlson McCain, Inc.
001 6 1i
(IN FEET)
4728.001 Proposed
By:
749 Thomas R. Balluff, LS. Reg. No. 40361
X 897.7
x 897.8
X 898.0
x 901.4
North line of the East Half of L\ON5,\Eit 2, N R ANDALE-,
900.7
X 897.9
L. N.
898.2
RLS
19922
X 898.3
• NownwrAmir.n14 • 1,C117,
-
._
4.0 Ft. Wi
1e112ce1.0
899.01
898.9 899.W.. Axis.7 •
.38-9 8.98.9 899 ''
x 8F9°54'24"E 899.6 >n<
%
898.9
c9!
899.0 TC
// 7,0" t../1
x898.3 899.0 / x899.8
X 898.7
898.7
TC
899.8
TC
I A /r-c-s -r
/ / \LL / v
•
•
•
•0
• < 898.0
•
•
•
•
• 1 x899.1
•
•
X 899.2
X 899.2
899.0 899.2 899.2
•
• ./16.8//,
/ ex 8,99.0
Existing 0:
• / Garage f,',1
Slab=899.2 •
\q? 7 / ,
899.1
\\N
9"Apple(6)
X 899.3
x 99 8
N N
±37.9
909.9
Bituminous Driveway
908.'9 x
908.7
908.7
TC
908.5
901.1
)(900.7 \NT
Existing Power Pole
Existing Light Pole
Existing Flag Pole
Existing Electric/Gas Meter
Existing Overhead Utility Line(s)
Existing Fence
Retaining Wall
Existing Bituminous Surface
Existing Concrete Surface
Existing Elevation
Direction of Drainage
Utility Easement, per Fina/ Plat
Found Iron Monument
Existing Contour
Existing Tree, as noted
Proposed Silt Fence
Proposed Rock Entrance
Denotes
Denotes
Denotes
Denotes
Denotes
Denotes
Denotes
Denotes
Denotes
X 000.0 Denotes
Denotes
Denotes
Denotes
"'Denotes
• Denotes
-• • • - Denotes
•:;•,;•1:n Denotes
907.6
CK CONST.
907.0
PP
LP
FP 0)-
EM GM
00
- ohs -
3.41.7215,
\
"i:Dre)
..`N o NI •
'CP .c711
0 I
0
Z
897.41
Lx
897.3
RLS
`.•P9922
INSTA
FENCE
x 901'% 90,4.1
SILT /Flagstone Retaining
'Walls t
111
rr
x 899.2
901.8
1 0"Tree
N --......,....
9 .5 ---.........„.
\\‘‘x 908.4
901.4........... 908.6
8.2
`.... , \ '''''.......,‘, ?on°s,,,,,\Feeecejintone9 ,,,,,,,
Onto° 9 3
\ 907 ;T-9 -
\ I‘ \ \
- \\Wa\il
'‘N.. '',......_. -.....\\
• ..\. x 'T.7 N.< 904.1
\Go>
N
N \ im \ A \ L \ -
316pple °Of< ..,...„,
\ \ is>t 903.2 \ 941.,,.....
4 4,,
\ N. \ 0.;. \ .\\..,
N.. x 904.3 X9044 904.4
899.3 7„ Pare . Adress -----
\ ---___
x 4.,
00..6.2,3.2, Virg iti,isa, A ve ,ie
',....,....... 4
X 898 6
9d3.7
902.4
902.2
9 • 1
x 899.9
995.5
teps dsope
-900- oncre
'-South line of the East Half of Lot 5, Blk 2, NORMANgAtff
• • • •
908.5
998.4
907.3
01, • • • " -41• • • • •
x 90 7 909.4
/I 910.3
3"Apple
909.8 909.2
909 4A7.° F •
umxittilno
910.3 S89°51'27"E Retaining - Fence Wall
N N.
907.8
14 4. R
909.6x\ 19922
909.2 'S.
908.6
\ RLS
1)9922
%901.7,1
•
•
s-tn•
,k,g`t044A--$ 116.440,11/40 .11 t oLt-00, stah-tostr,
ispeA07:- I OPIA4.00. 44410•04 4*, 4
909 2 908 3
o
2 z\ •<t
0 te
4r-
9C07.9 T
INSTALL R
ENTRANCE
T907.2 C
S.
,E
<
_
LEGEND
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
905.1 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 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.
so
B34
9/26/13
4LJILDNG DEPARTMENT
OCT 3 2013
CITY OF EDINA
0 10 20
( IN FEET )
Existing House
6224 Virginia Ave. 910.3
x 897.4
z./First FL=912.4
• x 899.1
•
•
907.3 908.6
a, 0 lb
"11
ro = - \ . ›_
.\...t"Tree " id) '41k,
• 'di
•
902.4
TC
904.9
IC
908.1
TC
N
x 902.7
901.6
I hereby certify that this plan, spedfication
ior cePort was prepared lay me or under my direct superylgon and Met I am a duly
licensed ProfesSionol Engineer under the laws of the State of MinnesoM
Nafriei Brian 2. Krystofiak, P.E.
signature.,_ „0. le.7354-
Date: 9/26/13 License P: 25063
40
REVISIONS
2.
3.
4.
S.
s,
DRAWN BD
DESIGNED BY:
ISSUE WOE:
CIL/L.1
900.7 N
RLS
122
SILT FENCE lagsto\ne
etaininy ails/ f
902.2
901 2
904.1 897.3
X 897.7
•
X897.8.
•
• \
• 141, gtj to Is)
--.-1 / ±37 9
909.9 908.7
k
908.5
908.7
TC
910.3
\
Bituminous Driveway
Denotes
Denotes
Denotes
Denotes
Denotes
Denotes
Denotes
Denotes
Denotes
Denotes
Denotes
Denotes
Denotes
Denotes
Denotes
Denotes
WELL
„oPP,
000.0
Coo.
903
ANDALE-,
90.
, 9.08.5
--',908 3
907.3
998.4
u)
x
908.6\
x 908.7 909.4
Existing House
6224 Virginia Ave.
FFE=912.4
/1
V
909.6
A 910.3
910.3S89°51'27"E
908.6
ntjsccPe 908.6
La Pre° ROCK
STRUCT1ON
907'.8 ENTRANCE_
909.8 ]9O9\908
2.0 Fit. Flagstone 909.4A/umiriuml 908.1
Retaining Ferke TC Wall
907.2
TC
LEGEND
Existing Well
Existing Electric Meter
Existing Power Pole
Existing Overhead Utility Line(s)
Existing Fence
Existing Bituminous Surface
Existing Concrete Surface
Existing Elevation
Proposed Elevation
Direction of Drainage
Found Iron Monument, as noted
Set Iron Monument
Existing Contour
Proposed Contour
Existing Hydrant
Existing Telephone Box
Denotes Existing Trees as noted
Existing Tree to be Removed
Proposed Silt Fence
Proposed Rock Entrance
Proposed Retaining Wall
EROSION CONTROL NOTES
1. Silt fence, bio rolls and/or catch basin inlet
protection devices shall be installed prior to
any land disturbing activity.
X 897.4
901
North line of the East Half of Lo\5, It 2, NO
901.8 X 901.4 x--
903.7
I , 902.4
907.9 TC
907.6
907.0
Denotes
-0 • • - Denotes
FF. reiLe
Denotes
Denotes
x 898.0
1-1
0
898.0
• X
15.0 \
\
PROPOS HOOSE„
9.17 Ft. Pou?e Bsmt.st...„,,,.. Full Basement.,
9"A le(6) ir., r'\
X 898.3
X 897.9
19922
898.2 x
• x 898.9 *
899.01 •
81198.9
•
RL
898.9 TC
• e 40.62
• '899.0 899'2 8-
/16.5
89.0 4)
Existing
Garage 0
S1ab=899.2 c.4
(To Be 5,`I Removed)
899.0<
89,9.cr
•
899.0
h'o
899.2
▪ 15.0
2
'Ftx--f---4Wire x Fence '
sr.
k 899.9/
cst
,.. x -„,,,,,
899.6 x
x899.8 ...,
/BUSHES „
,South line of the East Half of Lot 5, Blk 2, NORMANDALE
.--, TREES >o< •-•,...„,_
i n-..
....
/
899.8
IC
/
,....,,....", \ L../ s...) i it \ L....L. i v 1,1_,.._;" / 71'0r1 Cs.. 7-17.)C-r- 7- I A ir-c•-r
1
121.0 ssq *5424" E
T.W.-907.
B.W. -903.0
0
901g
15.0 0
0.00000
901
902
x901.7
N 901.1
\\\\
x900.7 \/
‘RLS
19922
2. Rock construction entrances shall be installed
prior to any land disturbing activity or after
905.1 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 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. N
AtuLDING DEPARTMENT
O
N ?1N3 Z013
20 40
( IN FEET )
REVISIONS
2,
3.
4.
s.
6.
DRAWN BY: Tb
DESIGNED BY: 1335
ISSUE DATE: 9/26/13
I hereby certify that Ms plan, specification or report was prepared by me or under my afired supervision and that I am a duly Licensed Professional Engineer under the lams of the State of Minnesota
Narne: Brian 3. Krystafiak,
Signature: „4. 4/4.364-
Date: 9/26/13 Lkense 0: 25063
904.9 IC
x 898.7
898.7 TC
x898.3
0 0 0 • • 902.4 TC x 902.7
901.6
SAH
10
STORM WATER MANAGEMENT DETAILS 310 133K 9/26/13
REVISIONS
2. 3. 4. 5. 6. DRAWN BY: DESIGNED BY: ISSUE DATE:
1. ENDS OF BIOROLL SHALL BE A MINIMUM OF 6" HIGHER THAN BOTTOM OF
2. STAKES SHALL BE DRIVEN THROUGH THE BACK HALF OF THE BIOROLL
3. SEE MNDOT SPECS 2573 & 3889.
FLOW PATH.
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) mil I
111H11= '11E111=1
• _
1E11 1E1 I lp I 1— III=III= - - I •
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.
COPOLYMER BARRIER FENCING
(48" HEIGHT) ANCHOR W/ METAL
T—POST OR WOOD
2"X2" STAKE
TREE FENCE
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.
INFRASAFE - 2'x3 DEBRIS COLLECTION DEVICE
AS MANUFACTURED BY ROYAL ENVIRONMENTAL SYSTEMS
— 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
2X3 HDPE FRAME INSERT EMERGENCY
OVERFLOW PORTS
HDPE INSERT BASKETS
SHOWN W/OUT FILTER BAGS
400 MICRON FILTER BAGS
REQUIRED INSIDE BASKETS
— 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
2" CLEAR
ROCK (MIN.)
6" MIN.
BUILDIN EPARTUSIT
OCT 3 Z013
CITY OF EDINA
BIOROLL DETAIL
1"x2" WOODEN STAKE
10" EMBEDMENT DEPTH
NOTES:
HDPE INSERT BASKETS
SHOWN VOUT FILTER BAGS
400 MICRON FILTER BAGS
REQUIRED INSIDE BASKETS
2'x3' HDPE FRAME INSERT
EMERGENCY
OVERFLOW PORTS
thereby Certf5/ that this plan, spedficatIon or report was prepared by me or under my direct supervision and that I am a duly LIcensei Professional Engineer under the laws of the State of Minnesota
Name: Brian Krystafiak, RE. Signabtre: Date:I/26/13 License #: 25063
3 f
3