HomeMy WebLinkAbout3211721440043-07092014Certificate of Survey for:
JMS CUSTOM HOMES, LLC
Located in the SE 1/4 of
Sec, 32, Twp, 117, Rge. 21
House Address:
6129 Westridge Blvd., Edina, MN
LEGEND
Denotes Existing Electric Meter
Denotes Existing Power Pole
Denotes Existing Hydrant
Denotes Light Pole
Denotes Existing Overhead Utility Line(s)
Denotes Existing Fence
X 000.0 Denotes Existing Elevation
x 000.0 Denotes Proposed Elevation
Denotes Direction of Drainage
Denotes Found Iron Monument, as noted
Denotes Set Iron Monument
Denotes Existing Contour
Denotes Proposed Contour
Denotes Existing Trees or Bush, as shown
Denotes Trees to be Removed
x 925.3
REVISFI PLAN
AUG 5 2014
CITY OF EDINA BUILDING DEPT
EM 0
HYD
5:f
- ate
nn ••Cn
923.2
923.5X
141
Aj
o
bs
\49
0
/
-
4
x 924.2
1913.2
TC
13.1
IC
91)..e3
913.9
TO
914)3
914.1
IC
X 923.1
I
I 924.0
926.5
14"
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
surveyor under the laws of the State of Minnesota.
Dated this 9th day of July, 2014.
Signed: Carlson McCain, Inc.
-6 32-117 -214 11 -00g
Revised; Grading 7/31/14 Thomas R. Balluff, L.S. Reg. No. 40361
±73.4
925--
92170'/
'1.) I /
----
25- g96--
PROPOSED
RET. WALL
"ca
'551
926.8 \19 6.14d
4:1/38"Tree
x 926.6
te,
-±36.9-
927.0
Th
Rebar
92612
±1.3 ft. Encroachmer
x 924.9
x 924.7
Bearings shown are assumed
GRAPHIC SCALE
0 15 30 60
\rc
91.20-.9 x 921.3
X 920.3
)
/77.77x77-1
r
6 .0 • - u) m
- 925.3
x 926 x 926.3 __---
/
x 92(.6
co
-41)
924.5
Tx X
924.6 Rebar 924.9
24.3
924.1
x924.2
\
1-"Tree
x 914.8 1 241Tree 919 1
x 911 6.5 \ \ \ 922.91 9..
-1
1
( I r 1 ,15.
I
\ \ 18.6 9/3.2,4 \
I
1 1 13962.41 ff-
;19) 3 918 \\
-nu?
\
cp C rh.
1 X 919.9
Retai ing 2x.P4k1r4-9-3\
> 73 M (1) 41
▪
cp
.0 926.3
OP 7 ED \--4-\---
a "Sc 1 926.1
915 7 IR3E WA L
--J6.3-3--- .----._x _.
21.;:
1 (-4
916.1 \ \ Y7' 1 -1.<.rree 17.0 -
a06
11)Tree
) x g)'q ER I, -.4 --
1,,le - - - ---L--.7._-;
915.2 I
4 I)-3:67.(n
-....-------
4 ----9.11)5C.s_______.
-1
\172>x\ ---- 923.8 --..,\
923.0 -.923.........s22. ..„,....,
. .
\ 072.9 r. Prat.4_
a) 921 -9
---,----..... 2-
;9)1.4 \ 9-120.1 9202.1-7-; -2
923.4x
I
I) Fp F, /923.0__
L31,( p20 3
\
()Carlson! f
913.0
912.9 __18Tre RL...-24992 18" ee
28"T e 916.0
2 Ire
913.4
-473
91417
1.14.8
». Re or
McCain
ENVIRONMENTAL • ENGINEERING SURVEYING
248 Apollo Dr, Suite 100, Lino Lakes, MN 55014
Phone: 763-489-7900 Fax: 763-489-7959
4919.001 Proposed.dwg
x 924.6
PROPOSED BUILDING ELEVATIONS
Lowest Floor Elevation: 917.8
Top of Foundation Elevatiorr 926.5
Garage Slab Elevation (at door): 926.10
First Floor Elevation. 928.2
(Previous FFE=927.3)
!Nommoim
(IN FEET)
913.5
TC
_t
x 915.5
791
X 924.7
X 924.6
PARCEL DESCRIPTION (PER HENNEPIN COUNTY TAX RECORDS):
Lot 5, Block 8, COUNTRYSIDE, 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 ±20,856 sq. ft.
3. Existing First Floor Elevation = ±927.3.
4. BENCHMARK: Top Nut of Hydrant located at the NW corner of Lot 5,
Block 8, COUNTRYSIDE. Elevation=916.3 (NGVD 29) - per the City of
Edina.
5. Shed encroachment, as shown.
6. House to be staked at a later date.
x 913.
X 9113-
913.0
TC
Total Lot Area 1.20,856 sq ft.
Gross Building Area ±2,882 sq ft.
House Foundation ±2,653 sq ft.
Covered Porch (without stairs) ±199 sq ft.
Egress Pit ±30 sq ft.
Building Coverage ±13.8Z
New (,I 2 / litiesrelPiIt &VD. grzn111 4t 1323 to
73A*1 :ORI
0
Denotes
Denotes
Denotes
Denotes
PP
LP
FP e-
EMGM
00
- ohe -
•-•411
Existing Electric/Gas Meter
Denotes Existing isin xxis ttin g F g Overhead Utility Line(s)
‘ o Denotes Existing E xisting Elevation
Denotes Direction of Drainage
Denotes Utility Easement, per Final Plat
Denotes Found Iron Monument
Power Pole
Light Pole
Flag Pole
Existing
Existing
Existing
NOTE: STORM WATER AND ERC /ION CONTROL
INSPECTIONS SHALL BE OMPLETED ONCE
EVERY 7 DAYS OR WITHIN 24 HOURS OF A
RAINFALL OF 0.5 INCHE OR GREA-TERT-
REVISED PLAN \ 7'
I I
I
924.0
1 x 925.3
AUG - 5 2014
CITY OF EDINA
E3UILDING DF-PK0
ST
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)
REVISIONS
z.
a.
5.
DRAWN BY:
DESIGNED BY:
ISSUE DATE: 7/9/14
110
I hereby certify that this plan, specification or report was prepared by rne or under my
aired supervision and that I am a duly Deemed Professional Engineer under the laws of the State of MInnmota
Name: Brian Krystofiak,
Signature:
Date: 7/9/14 License Dl 25063
1 of 3
913.0
TO
00913.5
TO 914.7°
0
13.4
1FrD
3
•
OE
X 913k
x 913.3
****
'CFB
HYD 916.1
•
I F, in
I
1 I
I
I 1
I a- N
I
I i
I 1 ' 1 , INSTALL BOCK CCI,INST.
1 ENTRANCE
13.7\ 1 913.0
8
-4----,740,
,. -rlijk 1
IN 1 BITUMI 'Clbge -", . FQR 51TE ACCESS 24“ree 919.1 STRUCTION ( \ 9229 •1 i x 91.5 \ \ \
\ I.•f r 92
\
\ 1 I
el 36'' ree
\• I r
24.3 (
DISCHARGE DEWATERING W n
\ 91 x I '6 I TO FRONTIOF 11,014E\
INS‘ 6W'SILTn FENCEg , - 1
\1919 1s a 40217.(4J‘IAP\ 04\ , i _-tlif /9
x 1 911
1140 1 k
\_\_:2\\ ,....„9...,..26.6 x 926.3 Retaining 9.Z -
X 13.5
20.3
I I / 923.0 04 / N q)
I sy2..w"
II
\ 6x "Tree \ 1 4" Tre
**\
FP \ • e-
R 6X2 R 14
4" Tree
'N rlAUSllT N
„/". / x 923.2 T 92,
247 so?8"89217-3-: -M-ep
x 923.2
923.5 x
923.4
926.4
ID
•• ••1 0 0 m C
LA 03 IT
/26.1
L.A5CtCE
/20087
y926.66
/SA SLAB
.X5'085
-.21305B5
p,-8L11
924.0
9255ILT FENCE
926-96
20015
913.9 i 9i4.15
GREG KOT OR DESIGNEE WILL BE ON-SITE
CONSTRUCTION SUPERVISOR RESPONSIBLE FOR SITE
CLEANLINESS AND EROSION AND SEDIMENT
CONTROLS MAINTENANCE
\ 17259 Vleas 72.9 Picrt4
s3a(
921.2
920.7 \\X 920.1
923.8
g[1:F,kEET )
924.6
LEGEND
0 Denotes Existing Tree, as noted
/Denotes Existing Contour
EROSION CONTROL NOTES
1. Silt fence, bio rolls and/or catch basin inlet
protection devices shall be installed prior to any
land disturbing activity.
+1.3 ft.
btnstr4ction entrances shall be installed prior Encroazhm to any land disturbing activity or after existing
driveway is removed.
3. Any sedimenis or refuse that reaches the existing
street or adjacent property shall be removed
x
924.7 immediately and measures shall be taken to prevent
further sedimentation offsite.
4. Al silt fences, bio rolls and catch basin inlet
p o ection devises must be repaired, replaced, or
su I mented 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.
6. Hazardous materials and hazardous waste shall be
stored in appropriate sealed containers at all times
while not in use. Hazardous wastes generated at
the site must be managed and disposed of in
compliance with MPCA rules.
7. Contractors must provide a lined containment area
for all liquid and solid wastes generated by washout
operations on the site. The liquid and solid
washout wastes must not contact the ground and
washout area must not allow low runoff. Liquid and
solid wastes must be disposed of in compliance with
MPCA rules. Contractors may remove soiled
equipment from the site for washing.
07
924Alt refuse generated by the work must be place din
OE a dumpster or other container designated for refuse.
must be ser Refuse containers serviced on a regular
basis, as needed. Contractors much pick up all
refuse that is blown or placed onto adjacent
properties. Dumpsters must be removed within 10
days of completion of work.
-1e-111\9614 CON/Y2, 5bo-
Or4---tr 1 .--6.41.2-e•o,
24.1 40
p1,0. 32411-21-44-0043
923.8
.4
926.5
9 4
4k • Gm • • • .X4.
Rebar
1
20250
926.24
BD
2
W.133 8_,ER
v21a2t8
02
figrnif /32310 Alew Nome (,I2 Wrg,p &VD.
_20618842 NOTE. STORM WATER ANP
Ott" le°11 HS INSPECTIONS SHAL t36 0 1(-1
EVERY 7 DAYS OR WITHIN HOURS;..,0,F„.
APG - 5
RAINFALL OF 0.5 CHES GREATER.
9-6-F E.D-NA
ING EPT
928.5
±1.3 ft.
ncroachment
92aSILT FENCE-
924.0
926- ---T2--2.6
PROPOSED
RET. WALL
13.7 913.0
923.8
X
4 X
r/
k
Lowest Floor Elevation* 917.8
I TopxOPF5oLindation Elevation. 926.5 7 x 928.2
923.5
923.4
C•4 Ln4 / 923.0
2
I PROPOSED BUILDING ELEVATIONS
Garage Shib El6vatj n 013t d.i)or)- , 926.1 „,-.' //x- 923.2
Firist Flror klevation: I 95210 r 9210/
(Pr vioys FFIE= 9 7.3) I
olo
-t
31 xr?(89:0 21177-31 -M-e3a€.-
I I / e g.
( 207 3 .
8
2
926.5
HYD
TB II
0 f492.3
030)
el v.) cr,
a 8., z co
2
of
3
110
81K
7/9/14
REVISIONS
2.
3.
5.
6.
DRAYN BY:
DESIGNED BY:
ISSUE DATE:
I hereby certify that ISA plan, specification
Yirer's.utPenils7::'and bth:t'I"arnnt"dLTI; Licensed Professional Engineer under the laws of the Stat.,) Minnesota
Name: &tan 1. Krystofiak, P.E.
Signature:
Date: 7/9/14 License P: 25063
1
913.1
TO
DRI& 101 S DU IN Tip
• I "1:3 cri
rq-- -E
GREG KOT OR DESIGNEE WILL BE ON-SITE
CONSTRUCTION SUPERVISOR RESPONSIBLE FOR SITE
CLEANLINESS AND EROSION AND SEDIMENT
CONTROLS MAINTENANCE
913.2
13.3
913 5
TC 914.7-11
t
TO
TC
913.9
13.4
c‘C)
O
T3
E
x 9135
x 9i3.3/
****
TO
914.1
-
914
1 °
8
20015
914.15
OE
I ROCK 91
CGNS1RUC11QN pr,Opo
I 916.1 I ENTRANCE /
8'X e
'253' i
925.1
II
\),L
36 " Tr e eAt-
924.3 ><>2'yg
91.6 x ) i(/
\wAr7,6 / Disqr
-16.6 (ate I.MUSE I " \ 2°1
x 9INTIA
I RBKA91-1-
P OPC
915.7
\ \ , RET\ vv•A
\n 19:- 7-T FENCE --"",
(TW) . FP
X91. •
Rebar \ 1 7 259 -Recs. '-----
923.8
\ \Eq./ 2. a x721 2 Prat-) 923.0 ----923-,. 923.9
\ \97 9 \ n ____
-'6- 94" co c)
o
92-7"-- SOIL, CY-evt-E>
\ \ 9.1 s)x 920.1 920.7 x
1,1-0A-if K co
x 920‹.- x 921.3
2Q92(3.75
_206293.846
s47 77777) HS
10
,
(IN FEET ))
924.6
20
x924.2
Rebar
1
20250
926.24
BD
4
co • 1
cP
43 1
.801x 924.9
CD -,0
D 5-
I
J) 04 a;
x 924.7
07
924.62
OE
LEGEND
Denotes Existing Fence
Denotes Existing Elevation
Denotes Proposed Elevation
Denotes Direction of Drainage
Denotes Found Iron Monument, as noted
Denotes Set Iron Monument
Denotes Existing Contour
Denotes Proposed Contour
Denotes Existing Hydrant
Denotes Existing Telephone Box
Denotes Existing Trees as noted
Denotes Existing Tree to be Removed
Denotes Proposed Silt Fence
Mg6: Denotes Proposed Rock Entrance
cDcpbcp Denotes 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.
2. Rock construction entrances shall be installed prior
to any land disturbing activity or after existing
driveway is removed.
3. Any sediment or refuse 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 Y 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 trackec
from the site. Repairs shall be made within 24
hours of discovery, or as soon as field conditions
allow.
6. Hazardous materials and hazardous waste shall be
stored in appropriate sealed containers at all times
while not in use. Hazardous wastes generated at
the site must be managed and disposed of in
compliance with MPCA rules.
7. Contractors must provide a lined containment area
for all liquid and solid wastes generated by washout
operations on the site. The liquid and solid
washout wastes must not contact the ground and
the washout area must not allow runoff. Liquid an
solid wastes must be disposed of in compliance wit
MPCA rules. Contractors may remove soiled
equipment from the site for washing.
8. All refuse generated by the work must be place din
a dumpster or other container designated for refuse
Refuse containers must be serviced on a regular
basis, as needed. Contractors much pick up all
refuse that is blown or placed onto adjacent
properties. Dumpsters must be removed within 10
days of completion of work.
Pl. D. 32- //1-21-14 - 0043 .
913.0
TC
&M ir l3231D 6129 W651-01006 t5LVD &kw Home
ST
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M
W
A
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NA
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M
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A
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r•I
UM
REVISIONS
2.
3,
S.
6.
DRAWN BY:
DESIGNED BY:
ISSUE DATE:
110
EOK
7/9/14
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 State of Minnesota
Name: Brian I. Krystofiak, P.E.
Signature:
Date:5D.0 License t: 25063
3 of
3
SILT FENCE TREE FENCE REVISE!) puNBIoRoLL DETAIL
-213 t32-1/-1-2/-
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)
=p1.
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.
EuG - 5 2014
cri-TOF IEDINA BUILDING DEPT
1' MAX. SPACING 4. gr
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.
1"x2" WOODEN STAKE
10" EMBEDMENT DEPTH
NOTES:
COPOLYMER BARRIER FENCING
(48" HEIGHT) ANCHOR W/ METAL
T-POST OR WOOD
2"X2" STAKE
UNDISTURBED SOIL
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
HOPE 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
Kei.1 ;OP '
HDPE INSERT BASKETS
SHOWN W/OUT FILTER BAGS
400 MICRON FILTER BAGS
REQUIRED INSIDE BASKETS
2X3 HDPE FRAME INSERT di 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
Wes
4A1416741:02drre4,,,. 0.40..6*~§WPIAT :-.411,0%0I,Alegegea-Moba,
-400010:0"
1.
IVO*
2" CLEAR
ROCK (MIN.)
•
Pamir 4 1S2310 AlEw *Ale 14E5rowoe
924.0 •sc"--
123.0
47,4-
s-8921.17 2 8
4=-57 9-----
10.• It ,
23.6 DC
EXISTI \ G DRAI \ AGE AREAS PROPOSED DRAINAGE AREAS
924.0 924.0
ST
OR
M
W
A
T
E
R
B
A
C
K
Y
A
R
D
DR
A
I
NA
GE
A
R
EA
S
A
N
A
LY
S
I
S
X 925.3
Al - DRAINING TO NORTHEAST
TOTAL AREA = 2080 SF
C=480x0.95+1600X0.2/2080=0.37
CUMULATIVE CA = 776
25.9
0250 1926.24
BD
2
38"Iree
x 926.6
5125
_,CE STE
927.0
v.3
927.
927.0
926.2
'920 3
6x I re ree
07
924.62
OE
2 94.5
- • • • 'x'
Rebar
x924.2
4924.1
N
10 20 40
n IN Gn Imommomm.
( IN FEET )
P 1. P. 3 2-1/7- 2i-44-ooi
§4
N
\ 1729N -1\keas.
FR )2
R6
Fe
2-5g)
-ee
9
'472.9\ x- PrIbt - .......„ ,..„.......923.0 923-___ 923.9 \\,,
922-- 921.2 - 19_ 24.1 -....______ '\<.924.1
- 9 \
N X926( ----------) X921.3
x k \ \ 920.7 x ) -X.N9,1,9.1 x 920.1
li \ \
\ 6
926.6
I
4
923.8
J4
//--'-x 91.6 / 21.2 /
26.3 0/ 20236 I
926.3 9d1/?4.5) • `>;"91Vfi
-A2 - DRAINING TO SOUTH
TOTAL AREA = 5868 SF
C=900x0.95+4968x0.2/5868=0.32
CUMULATIVE CA = 1849 ,,_CUMULATIVE
R 14
1 4" Tre e
- '-924.
eE.11
925-
-926- ----grzj
26.9
\\)< 926.9
926.8\ 13r603"Tree
9 8),
x 27.1
TR PINE 13
---
925.3 i
- -
X 92 9
• 9262.6259
924.6
------ _ ------
926.3
926.5
R 3BD
Rebor
926.2
X
92-6.4
926.5
120250
926.24
BD
+1.3 ft.
Encroachrrst 20094
4.39
25.9
07
924.62
OE
2f
-28
N.193
2I2,8 E .02
x 924.7
5/ 923.0
2(4 -71.9 --
e-5-89241.1-7 2 -M-e3etis
TLx
--E*EGECE--
1729 -I\keas.
P 172.9\ Thr
921.2 92
920.1 x
2 x 92x0:r x 921.3
'WO 14
1011
• Alin Zt
• W15
201 UV%
Nit 'AZ
9ZIE4DC H E 36
126
.03
26.6 20
0. \ 7 Ul r-I-
0
926.6 x
x 92260.8676
GA
I-'
20085 20085
0 0
I X N3 I
o' I 927.0
c5,
*a-7 .46
6 I
202 II
96.3
926.5
I 2
H
14 :25:3 DRAINING TO SOUTH R
TOTAL AREA = 340 SF
C=0.2
---- CA = 68 < 1849
REVISED PLAN PR.-0
RE 20 • MALE 5 2. 014
92
923.8
923.0 923.9
92 1
X 927.0
926.9
maimagagimilli I2a,t66
'1093
9%2Itla
dir!t2..02
01-E
\ \ 1 %
\
%
\
I- - I
I ' 9260259 I96.6 i
ilrn
It:;\
: BD
Al - DRAINING TO NORTHEAST
TOTAL AREA = 984 SF
C=180x0.95+804X0.2/984=0.34
CUMULATIVE CA = 332 < 776
13
±1.3 ft.
ncrocchment
X 924.9
X 924.7
xi
//X 923.2
923.5
923.4
923.5 1
; 923.8
924.0 4 924.0 x
923.2
x 925.3
923.4
PROPOSED
RET. WALL
REVISIONS
DRAWN BY:
0/1/14
DESIGNED NY:
ISSUE DA1E:
5. 6.
BFK
BFK
I hereby certify that this plan, specification
‘TiraTusren/lisZif prepared blyh:a7" u'd" fily an, a duly Licensed Professional Engineer under the laws of the State of Minnesota
Name: Brian F. Kallio, P.E.
Signature:
Data: 8/1/14 . License 2: 25817
1
of
1
lrrnr * 1323/0
&i2? W5r4oue b_vo
AktAl Hom 6