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PICKED UP B~fijf,dr:iw./
DATE: qIL?~
WATER METER SLIP
B.P.#: tiS -0 if!
OWNER: ~Jj;,.o:-' (' d~ / IL...J/!u/t..J' ~
SITE ADDRESS: st/lf ~,~;<~
CONTRACTOR NAME: G31 L1.
ADDRESS: /~dl e. 7f7/J 1f.J.p/ k.,~~ ~
DEFERRED PAID: ~~
PAID WITH PERMIT: 7f./
WATER METER #: 415 L/ 1:2 OJ tf
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_.A:
CITY eF PRieR LAKE
BUILDING PERMIT,
TEMPORARY CERTIFICATE OF ZONING COMPLIANCE
AND UTILITY CONNECTION PERMIT
1. White
2. Pink
3. Yellow
File
City
Applicant
PermltNO.~
DIRECTIONS
SPACES NUMBERED 1 THRU 17 MUST BE FILLED IN
BEFORE PERMIT IS ISSUED (Please Print or Type and sign at bottom)
2. SITE ADDRESS
1. DATE
13
eptico
Addition 0
(Address)
G.l
(Address)
lI\iV
(Address)
i:l '20Y
Heating 0 Plumbing 0
Finish Attic 0 Residing 0
(, ~ l ~-crS- BUILDING INFORMATION
11. SIZE OF STRUCTURE
(He~hY (Wldt~)
12. NO. OF STORIES
PID .:2 ~ 2~~D(J\,- ~ l
13. TYPE OF CONSTRUCTION
CoV\U'-c..\--c. S. f".
14. FLOOR AREA APPORTIONMENT USE
10 8co .00
Lo.V\....
3. LEGAL DESCRIPTION
LOT
ADDITION
(Tel. No.)
(1' ~
New Constructlon~
Chimney 0 Misc.
8. PROPERTY AREA OR ACRES
Sq. Ft. I. , AcJo.e..
(Tel. No.)
\-
(Tel. No.)
II"'. 6<10- &H 0
Reroofing 0 Porch 0
Finish Basement 0
9. PROPERTY DIMENSIONS
Width Depth
10. CULVERT SIZE
Yes No
is application which is to the best of my knowledge true and correct. I also certify that I am the owner or authorized agent for
ion will conform to all existing state and local laws and will proceed in accordance with submitted plans. I am aware that the
se. Furthermore, I hereby agree that the city official or a designee may enter upon the property to perl rm eded' spect~
)
Ucense No.
FOR ADMINISTRATIVE USE
Front
8ack
Side
Side
MATERIAL FILED WITH APPLICATION
SOIL TESTS 0 ENERGY DATA 0
PILING LOGS 0 PERCOLATION TESTS 0
PLANS & SPECS,ey- SETS
SURVEY ...a-- COPIES
PLOT PLAN 0
SETBACKS: Required
Actual
OFF STREET PARKING
SPACES REO.
SPACES ON PLAN
PERMIT VALUATION
~'lo,COO. cO
/
Check if
Deferred
Amount Brought Forward .. .... .. .. . .. .. ... $
Park Support Fee 'J.~t?.~.1,.;............ $
SAC ........e.SQ.x:z................... $
Collective Street Fee ..~~. 1'1.'2......... $
Sewer Tap ................................... $
UcenseCheckFee ......................... $
(,) 1/1
Pressure Reducer . ~ .. ...... .. .. .... .... $
Meter Hom ................................... $
Water Meter ..11,)...\.':................... $
b:loX'?,.
o Sewer & Water Connection Fee ........... $
o Water Tower Fee ..'1r:?O,),r.~.......... $
Water Tap ................................... $
Builder'fo/Depo~it ....N.~.............. $
Other~.~;~:::..,~:. "$
I (), K3l,. '11 Total Due .............................. $
Paid 1..3' . Recel t No.
.c.{
I I ..'-1"00. 00
1 ,100 . 00
Ac:o . oc
City:
Plan Checking Fee ......................... $
State Surcharge... .......................... $
Penalty ....................................... $
Septic System ............................... $
Other ......................................... $
Subtotal............................... $ '3 I ll"J (.. . ~
(,,0.00
-:200.00
'2 , (') 00 . 00
I I L\ 00 . 00
Date
51 in the above application and accompanying documents is in accordance with the City Zoning Ordinance and may proceed
itutes a temporary Certificate of ~'j ~nce and allows construction to commence. Before occupancy, a ~rtificate
8,..~-7.:L _ /
Date Special Condi~ons1fany
24 Hour notice for all inspections 447-42309:00 a.m. '10:00 a.m.
qs-SLj I
PRIOR LAKE
INSPECTION RECORD
;i
DEPART .:NT OF
BUILDING AND INSPECTION
SITE ADDRESS ~I"/If ~......L=
NATURE OF WORK Jf..>ti:!rll{"j - _
USE OF BUILDING
PERMIT NO. qS0~ (j DATE ISSUED t'lv/'-"
CONTRACTOR CJ _ ~.
NOTE: THIS IS NOT A PERMIT FOR ANY OF THE INSPECTIONS BELOW
THE PERMIT IS BY SEPARATE DOCUMENT
FOOTING
FOUNDATION (Prior to Backfill)
PLACE NO CONCRETE UNT
INSPECTOR
DATE
SEWER I WATER I SEPTIC
FRAMING
INSULATION
ELECTRICAL
PLUMBING
HEATING (if required)
FIREPLACE
GAS LINE AIR TEST
COVER NO WORK UNTIL ABOVE HAS BEEN SIGNED
I WALLBOARD F,~l~~.d,; ~hl14'( et2fhr
1//1 'fr
I
j
_.J
GRADING (Prior to Sodding)
BUILDING
ELECTRICAL
PLUMBING
HEATING
DO NOT OCCUpy UNTIL 'A OVE HAS
NOTICE
This card must be posted near an electrical service cabinet prior to rough-in inspections
and maintained until all inspections have been approved. On buildings and additions
where no service cabinet is available, card shall be placed near main entrance.
j
SIGNED
Call between 8:00 and 9:00 A.M. for all inspections
FOR ALL INSPECTIONS 447-4230
,)
QLtrtifirau of (JDrrupanry
CITY OF PRIOR LAKE
jDepartment of Jiuilbing J~ptction
o Final Permitted ~ Conditional C. o. Expires ....JUN.. J J I tftU.D
This Certificate issued pursuant to the requirements of Section 307 of the Uniform Building Code
certifying that at the time ofisslUlnce this structure was in compliance with the various ordinances of the
City of Prior LaJce regulating building construction or use. For the following:
Use Classification
COMMERCIAL/INDUSTRIAL
F1 II/N
Type Construction
Bldg. Pennit No.
95-341
Occupancy Type
Fire Zone
NA
Zoning District
B2
Legal Description L 1, B 1, WATERFRONT PASSAGE
Owner of Building METRO CABINETS/ AMERICAN skJ.~ss 5418 COTTONWOOD LN
C . N LAddr EFN CO. 1601 E. HWY. 13, 11204, BURNSVILLE, MN
ontractor s arne .... ess
City Planner
Date:
DONALD RYE
!1-"2.,-9~
Date:
GlleeN - ,..e
YeLLOW . APPLICANT
GOLD - ClT't
CITY OF PRIOR LAKE
SEWER AND WATER PERMIT
NO. qs--I ~.r-
NOTE:
Sewer and Water
contractors must
be registered
with the city.
APPLICANT: UPL/.}-e.oI/ JJotCr- Cf- S"eWi!.('- PHONE: SY.l-f l~ g
ADDRESS: //~II(& {JJ~yzalo l3/bel DATE: ~J-Y'
SIGNATURE:~(..tfaj(J1.e-- . BLDG. PERMIT #3S- 3~1
SITE ADDRESS: 0-Y/ g, ~ f"')ff-OVL wood !a'1ePID# 2.1)---'J,Q(, - 001- 3
FILL IN THE BLANKS
. I
1. Estimated length of water service 100
feet.
2. Size of water service
(n
inch(es) .
3. Location of any couplings from structure feet.
4. Type of sewer pipe. ABS PVC~ Cast Iron
5. Estimated length of sewer line ~O feet.
6. Clean out (if required), located at )'()
structure.
feet
from
------------------------------------------------------------------
------------------------------------------------------------------
This application becomes your permit when approved.
BY JZ) Cl^(j ~ ~/~ DATE: &'/2'i I) :>-
------------------------------------------------------------------
------------------------------------------------------------------
FEES:
$
$
$
35.00
.50
35.50
Sewer and water line connection permit.
Surcharge
TOTAL
* Fee for either sewer or water individually is $20.00 plus
$ .50 surcharge.
* Sewer and water permits issued for new construction must be
recorded on the building permit card at the time of issuance
to insure that no duplicate sewer and water permits are
issued.
! r2"'-I J i..~
DATE PAID '{- "'tv
RECEIPT # '2 ~ 1\.{2-
AMOUNT PAID :J0".S D
REC'O BY CO 0- ~______
4629 Dakota St. S.E., Prior Lake, Minnesota 55372 / Ph. (612) 447-4230 / Fax (612) 447-4245
AN EQUAL OPPORTUNITY EMPLDYER
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METRO AIR
Telephone 447-8124
Fax 447-8126
SCHEELE HEATING & COOLING
169ElO WELCOME AVE SE
Prior Lake MN, 56372
METRO CABINETS OFFICE AREA:
FURNACE MAKE & MODEL C "'v(' i t.,.....-
MODEL SIZE S ~ S ~ A ~ \ ~3
CONN. LOAD ~\c\..\()
FUEL E \ ~ <--\\""~ I. . FLUE SIZE
SUPPL Y OPENINGS C '-\ ~ \' Nt,-\ " ~ ~""~.,..
RETURN OPENINGS
~Uf @, ~ OUfPUf
CFM
METRO CABINETS PRODUCTION AREA:
FURNACE MAKE & MODEL Cc......O{"; tv-
MODEL SIZE ~ ~ - -, CO (d.)
CONNLOAD ~d., III
FUEL C\) (A-\ . C\~~ FLUE SIZE S (t
SUPPLY OPENINGS \ ^ V\ ~\- 'n Q c..~rs.
RETURN OPENINGS
INPUT I"S. ~~O OUTPUT ~(), ()I;:)()
CFM
AMERICAN GLASS OFFICE AREA:
FURNACE MAKE & MODEL '- c..yr', ,r
MODEL SIZE S ~- f'\ \..A- ~'-\()
CONN LOAD \ 'l.. ~ :'0
FUEL I\) c,-". c,\ ~~ FLUE SIZE ~ If f V C
SUPPLY OPENINGS ~(..,
RETURN OPENINGS ~
INPUT'\ \) ,o~ OUTPUT ~ I . .;).OC).
CFM \ ~ <;; C)
AMERICAN GLASS PRODUCTION AREA:
FURNACE MAKE & MODEL c....... y- r " It......
MODEL SIZE \= ~ - -'S (~)
CONN LOAD 'h ~n (:):, (J
FUEL(\) ~ ~~I:I\ \ '1 Q '~ FLVE SIZE S II
SUPPLY OPENINGS \AV\ \ \- ~~-\.'tv-s.
RETURN OPENINGS
INPUT \S, co~ OUTPUT \.D~ 10(:)<:)
CFM
\ \ I 3C)(J \..oo~
~ ~ -s:. <::)0 N c.~
SEP 07 '95 04: 28PM
DETAILED REPORT FOR OFFICE
P.1/4
09-07-95
60601903.15 .
Prepared For: Prepared By:
METRO CAB AMEll GLASS SCOTT
o METRO AIR
PRIOR LAKE . MN 0 Job Name: HEAT &: COOL
**.......****..............******.................***.*............*.......
GLASS
NORTH
------~-------~~-------------------------~-~----------------------~-------~
AREA :
COOLING :
HEATING :
0:
0:
0:
SOUTH
EAST
EXPOSURE
WEST NB/NW
01
.
0:
0:
0:
0:
0:
SB/SW
0:
0:
0:
HORZ.
TOTAL
32:
781 :
186~
0:
O'
.
O'
I
01
J
0:
O'
I
32:
781:
786:
---~----------------------------~------------~-------------~--~------------
WALLS
NORTH
------------------------------------------~~--~----------------------------
AREA :
COOLING :
HEATING :
0:
0:
0'
1
SOUTH
EAST
WEST
0:
0:
0:
NE/NW
O'
.
0:
0;
SE/SW
0:
0'
I
0:
BELOW
GRADE TOTAL
0:
0:
Ot
I
O'
I
0'
I
O'
,
91:
99:
547:
91:
99:
547~
DOORS
NORTH
~--------------------------------~---~--------------~-~--------------------
TOl'AL
SOurH
EAST
WEST
NE/NW
SE/SW
------------~-------------~------------------------~-----------~-------~---
AREA :
COOLINC :
HEATING :
0: 21;
0: 292:
0: 1,115:
0:
0:
0:
0:
0'
I
0:
0:
0:
0;
0:
0:
0:
21:
292:
1,115:
FLOOR
----------------------------------------------------------~--------------~-
AREA
COOLING
HEATING
-----------~-----~--------------------~---------------~~-----~-------------
594
o
3,690
CEILING
--~----------------------------------~-------------------------------------
AREA
COOLING
HEATING
---~-----------~--~----------------~~-~--~---------------------------------
594
753
1 . 541
--------------------------------------------------------------------------~
People Sensible Load
Lights' Appl. Load
Ventilation Load
Duct Heat Gain
Infiltration Load
Sensible Safety Btuh
TOTAL SENSIBLE LOAD
SuMler ACH
Infiltration Load
[)\let lIeat Loss
Ninter ACH
MI SCELLANEOUS COOLING LOADS
---.-----------------------
450
3.754
o
o
218
o
6.348
0.13
MISCELLANEOUS HEATING LOADS
------~------------------~-
1,960
o
0.25
Ventilation Load
Safety Btuh
o
o
.-. Total Heating Load 9.640 BTtJK ***
SEP B? · 95 04: 28PM
DETAILED REPORT FOR PRODUCTION AREA
P.2/'4
09-07-95
60601903.15
Prepared For: Prepared By:
METRO CAB AMER GLASS SCOTT
o METRO AIR
PRIOR LAKE . MN 0 Job Nue: HEAT II COOL
.......................***.*****.....**...................*.*******........
GLASS
NORTH
-----------------~---------------------------------------------------------
aORZ.
TOTAL
SotITH
AREA :
COOLING :
HEATING :
0: 32:
0: 781:
0: 1.313:
BAST
EXPOSURE
WEST NE/NW
0:
0:
0:
0:
0'
I
0'
I
SE/SW
0'
,
0:
0:
o~
0:
01
1
0: 32:
o : 781 ;
0: 1,313:
--------------------~~-~-~--------------------------~--------~---~--~---~--
WALLS
NORTH
-----------------~-----------------------~~--------------------------------
AREA :
COOLING :
HEATING :
1,059:
1.154:
6,371:
SOUTH
742\
aoe:
4,464:
EAST
WEST
0'
.
O'
.
0:
1.455 :
1.585:
8,753:
NE/NW
SE/SW
0:
0:
0:
B:BLOW
GRADE
TOTAL
0:
0:
0:
0; 3.256:
OJ 3.548:
0: 19.588:
DOOR.,<;
NORTH
-----------------------------------------------------~---------~~----------
TOTAL
SOUTH
EAST
WEs'r
NE/NW
SE/SW
--------------------~-~----------------------------------------------------
AREA :
COOLING :
HEATING :
21:
292:
1,115:
0:
0:
0:
0: 165 ~
o : 2 . 297:
0: 8. 162 :
0:
0:
O'
I
0:
0:
0:
186:
2,590:
9.877:
FLOOR
--------------------------------------~-----~------------------------------
AREA
COOLING
HEATING
-----------~-------------------------------~~------------------------------
4800
o
7.122
CEILING
-----------~----------------------------------------------~-------~-~------
AREA
COOLING
HEATING
-----------------~-~------------~-------------------------~----------------
5400
6,847
14,006
--------------------------------~------~-----~-----------------~-~~---~----
People Sensible Load
Ligbts 6 Appl. Load
Ventilation Load
Duct Heat Gain
Infiltration Load
Sensible Safety Btub
TOTAL SENSIBLE LOAD
S~er ACH
Infiltration Load
Duct Heat Loss
winter ACH
MISCELLANEOUS COOLING LOADS
1,800
{)
o
o
4,541
o
20.107
0.14
MISCELLANEOUS HEATING LOADS
----~---------~----------~-
40.872
o
0.29
Ventilation Load
Safety Btuh
o
o
... Total Heating Load 92.777 BTU8 *.*
SEP 07 ' 95 04: 29PM
P.3/4
09-07-95
60601903.15
DETAILED REPORT FOR AMERICAN
Prepared Por: Prepared By =
METRO CAB AMKR GLASS SCOTT
o METRO AIR
PRIOR LAKE . MN 0 Job Name: HEAT &: OOOL
...........**............**.****...........................*...............
GLASS
NORTH
---------~-----------~----~~-----------------------------------------------
SOUTH
BAST
EXPOSURE
WBST NE/NW
SE/SW
HORZ.
TOTAL
AREA . 0' 85: 0: 0: 0: 0: 0: 85:
I f
COOLING . 0: 2.074: 0: 0: 0: 0: 0' Z.074:
I ,
HBATING t 0: 3,488: 0: 0: 0: 0: 0: 3.488:
I -------------------------~--~-~------------~----------------------~------~-
WALLS
NORTH
----------------------~---------~---~-~------------------------------------
SOUTH
EAST
NE/NW
BELOW
SE/SW GRADE
TOTAL
'NEST
01
I
0:
0'
1
O'
.
0:
O'
I
0: 230:
0: 251~
0: 1,384:
Ot
0:
0:
0:
0:
0:
AREA :
COOLING :
HEATING :
0: 230:
0: 251:
0: 1,384~
DOORS
NORTH
------~---------~---------------------------------~-~--~-------------------
SOUTH
EAST
NE/NW
SE/SW
TOTAL
WEST
---------------------~-------------------~---------------------------------
AREA :
COOLING :
HEATING :
0'
I
0:
O'
I
0'
I
0:
0'
,
0:
0:
0:
0'
,
0:
0:
0:
0:
0:
0:
0'
.
0:
0:
0'
I
0:
FLOOR
-----------------------~----------~-------------------------------------~--
AREA
(x)()LING
HEATING
-------~---------------------------------------------~--.------------------
875
o
1,292
CBILING
-----------------~---------------------------------------------------------.
AREA
COOLING
HEATING
-~------------------------~-------~-----~---------------~------------------
815
1,110
2.269
---~---------------------------~----------~--~--------------------------~--
People Sensible Load
Lilhts & Appl. Load
Ventilation Load
Due t Heat Gain
Infiltration Load
Sensible Safety Btuh
TOTAL SENSIBLE LOAD
Su.....r ACH
Infiltration Load
Duct Heat Loss
1N'1nter ACH
MISCELLANEOUS COOLING LOADS
450
6.143
o
o
722
o
10,749
0.25
MISCELLANEOUS HEATING LOADS
6,497
o
0.50
Ventilation Load
Safety Bluh
o
o
*** Total Heating Load 14.930 BTUH .**
SEP 07 ' 95 04: 3BPM
P.4/'4
09~07-95
60601903.15
DETAILED REPORT FOR AMER PRODUCTION
Prepared For: Prepared By:
MBTRO CAB AMER GLASS SCOTT
o METRO AIR
PRIOR LAKE , MN 0 Job Name: HEAT .. COOL
*...................*.......**.......***.....**.*****.....*.******.*****.*.
EXPOSURE
GLASS NOR1'H SOUTH EAST WEST NE/NW SE/SW HORZ. TOTAL
AREA :
COOLING :
HBATING :
0:
0:
0'
.
0:
0:
0:
0:
O'
I
0:
0:
0:
0:
0'
I
0:
0:
0:
0:
0:
0:
0:
0:
0:
O'
I
0:
--------------~~---------------------------~--------~----------------------
WALLS
NORTH
------------------------------~--------------------------------------------
SOOTH
SB/SW
BELOW
GRADE
TOTAL
EAST
WEST
NEjNW
AREA I 1,059: 450: 1. 311: O' 0: 0: 0: 2,820:
I ,
COOLING I 1.154: 490: 1.428: 0: 0: 0: 0: 3.073:
I
HEATING t 6,371: 2,707: 7,887: O. O' 0: 0: 15.965:
I I I -------~-----------------------------~---------------~--------------~------
DOORS NORTH SOUTH BAST WRST NE/NW SE/SW TOTA.L
--------------------------------~-------~--------------~-------------------
AREA :
COOLING :
HEATING :
21:
292:
1,115:
0: 309:
0: 4,303:
0: 16.408:
330:
4.595:
17.523:
0:
0:
0'
,
0;
0:
0:
0:
0:
0:
FLOOR
---------------~-----------------------------------------------------------
AREA
COOLING
HEATING
----------------------~-----------------~----------------~--~--------------
4500
o
6,458
CEILING
----------~----------------------------------~-~----------------~----------
AREA
COOLING
HBATING
--------------~------~--------------------------~--------------------------
4500
5.706
11,671
~------~-----~----------------------------------~------------------~-------
People Sensible Load
Lights & Appl. Load
Ventilation Load
Duct Heat Gain
Infiltration Load
Sensible Safety Stuh
TOTAL SENSIBLE LOAD
SUlDUJer ACH
Infiltration Load
I)uct Heat Loss
4'in ter ACH
MISCELLANEOUS COOI~ING LOADS
1,800
o
o
o
3,713
o
18,886
0.13
MISCELLANEOUS HEATING LOADS
33.413
o
0.25
Ventilation Load
Sal'ety Stuh
o
o
*** Total Heating Load 86.030 BTUB ...
TO:
FROM:
DATE:
RE:
Jay Scherer
R. Michael Leek, Associate Planner
November 20, 1995
Screening for Dust Collection System at Metro Cabinets
Section 6. 1 5 (H) ( 6, 7) of the Zoning Ordinance require that all utility equipment and trash
be completely screened from view in the Business Park zoning district. Based on your
review of the site, the dust collection equipment is not screened from view. But rather is
visible above the proposed screening wall. The screening of this equipment is required to
comply with the Ordinance. At your suggestion Metro Cabinets should work with the
City's staff to complete this screening, and this matter should be worked out by June 1,
1996. Thanks for your attention to this matter, Jay.
16200 ~<!ltI2ek Ave. S.E.. Prior Lake, Minnesota 55372-1714 / Ph. (612) 447-4230 / Fax (612) 4h7-4245
AN EQUAL OPPORTUNITY EMPLOYER
TO:
FROM:
DATE:
RE:
Jay Scherer
R. Michael Leek, Associate Planner
November 20, 1995
Screening for Dust Collection System at Metro Cabinets
Section 6.15(H)(6, 7) of the Zoning Ordinance require that all utility equipment and trash
be completely screened from view in the Business Park zoning district. Based on your
review of the site, the dust collection equipment is not screened from view. But rather is
visible above the proposed screening wall. The screening of this equipment is required to
comply with the Ordinance. At your suggestion Metro Cabinets should work with the
City's staff to complete this screening, and this matter should be worked out by June 1,
1996. Thanks for your attention to this matter, Jay.
16200 ~~ek Ave. S.E., Prior Lake, Minnesota 55372-1714 / Ph. (612) 447-4230 / Fax (612) 4117-4245
AN EQUAL OPPORTUNI1Y EMPLOYER
TO:
FROM:
DATE:
RE:
Jay Scherer
R. Michael Leek, Associate Planner
November 20, 1995
Screening for Dust Collection System at Metro Cabinets
Section 6.15(H)( 6, 7) of the Zoning Ordinance require that all utility equipment and trash
be completely screened from view in the Business Park zoning district. Based on your
review of the site, the dust collection equipment is not screened from view. But rather is
visible above the proposed screening wall. The screening of this equipment is required to
comply with the Ordinance. At your suggestion Metro Cabinets should work with the
City's staff to complete this screening, and this matter should be worked out by June 1,
1996. Thanks for your attention to this matter, Jay.
16200 ~(!Week Ave. S.E., Prior Lake, Minnesota 55372-1714 / Ph. (612) 447-4230 / Fax (612) 41l7-4245
AN EQUAL OPPORTUNITY EMPLOYER
1~
E F H Co.
General Cpntractor
1601 EAST HIGHWAY 13
BURNSVILLE, MINNESOTA 55337
(612) 890-6450
FAX (612) 890-5476
October 19, 1995
Mr. Tim Sinnen/Mr. Guy Selinske
Metro Cabinets/American Glass and Mirror
3775 170th Street SWI19040 Southfork Drive
Prior Lake, MN 55372/Prior Lake, MN 55372
Re: Punchlist-City inspections
Dear Tim and Guy,
I am attaching a list of items in need of corrective action at the above site before they will
give a Certificate of Occupancy. Please review and let me know if you have any questions
regarding the attached information. I am anticipating another walk through for the CO on
approximately October 26-27, 1995. Thank you.
Sincerely,
EFH Co.
Mike Whalen
Project Manager
E F H Co.
General Contractor
1601 EAST HIGHWAY 13
BURNSVILLE, MINNESOTA 55337
(612) 890-6450
FAX (612) 890-5476
City Punchlist
Metro Cabinets
Prior lake, MN
Engineering
Install sidewalk at West property line
Sod/seed site
Grade drainage swale
Parking lot striping
Gate valve set level w/surface
Planning
letter of credit for landscaping
# of trees are less than shown on drawing
City of Prior lake will need revised landscaping plan showing changes
Building
Install firecaulking at penetrations through common wall
Install restroom door at Metro Cabinets
City of Prior lake requiring letter from fire sprinkler monitoring company
Install trim at 3 overhead doors
Install trim at aluminum entrances and windows
Stripe parking lot
Phone system installation
Test fire protection w/monitoring company
Install "no parking fire lane" signage at siamese connection area
Mike leek
From:
To:
Cc:
Subject:
Date:
Mike leek
Jay Scherer
Don Rye; Gary Staber
American Glass/Metro Cabinets
Wednesday, October 18, 1995 2:48PM
I visited the subject site at about 2:15p.m. on Wednesday, October18, 1995. On that visit I noted the
following deficiencies from the perspective of the Planning Department;
1. I understand from Connie that the Planning Department has not received a letter of credit with
a value of 125 % of the estimated construction costs for plants, irrigation system, mulch and
edgers. This letter of credit must be submitted, is held for one year from installation, and is
released upon final acceptance of the landscape elements.
2. The number of trees planted on the East and West property lines is less than that shown
the previously accepted plan. The number is, however, consistent with a discussion I had
with Tim at Metro Cabinets earlier. I previously requested that a revised landscape plan be
submitted so that the file could accurately and completely reflect the agreement about plantings
on these 2 property lines. I have not seen or received a revised plan to date.
3. The shrubs have not been installed; nor have the sod or seeding. For that reason I cannot
accept the landscape installation for purposes of a) releasing the letter of credit for landscape
and irrigation improvements, or 2) starting the clock on the 1 year plant and irrigation system
guarantee.
let me know if you have questions about these comments or any other, related matter. I will be reviewing
the clinic project tomorrow morning, and will forward my comments as soon as possible.
Page 1
Mike leek
From:
To:
Cc:
Subject:
Date:
Mike Leek
Jay Scherer
Don Rye; Gary Staber
American Glass/Metro Cabinets
Wednesday, October 18, 1995 2:48PM
I visited the subject site at about 2: 15p.m. on Wednesday, October18, 1995. On that visit I noted the
following deficiencies from the perspective of the Planning Department;
1. I understand from Connie that the Planning Department has not received a letter of credit with
a value of 125% of the estimated construction costs for plants, irrigation system, mulch and
edgers. This letter of credit must be submitted, is held for one year from installation, and is
released upon final acceptance of the landscape elements.
2. The number of trees planted on the East and West property lines is less than that shown
the previously accepted plan. The number is, however, consistent with a discussion I had
with Tim at Metro Cabinets earlier. I previously requested that a revised landscape plan be
submitted so that the file could accurately and completely reflect the agreement about plantings
on these 2 property lines. I have not seen or received a revised plan to date.
3. The shrubs have not been installed; nor have the sod or seeding. For that reason I cannot
accept the landscape installation for purposes of a) releasing the letter of credit for landscape
and irrigation improvements, or 2) starting the clock on the 1 year plant and irrigation system
guarantee.
Let me know if you have questions about these comments or any other, related matter. I will be reviewing
the clinic project tomorrow morning, and will forward my comments as soon as possible.
Page 1
BRAUNSM
INTERTEC
Braun Intertec Corporation
6950 West 146th Street, Suite 131
Apple Volley, Minnesota 55124-8520
612-431-4493 Fox: 431-3084
Compressive Test of Concrete Cylinder
Test Method: ASTM C 39,6" x 12" Cylinder
Engineers and Scientists Serving
the Built and Natural Environments
Date:
October 12, 1995
Project Number:
BODX-95-198C
Client:
Mr. Mike Whalen
EFH Company
1601 East Highway 13, Suite 204
Bumsville, MN 55337
Project
Desaiption:
Construction Testing Services
Metro Cabinets
Waterfront Passage Business Park
Prior Lake, Minnesota
FIELD DATA:
Set Number: 1
Date Cast: 8/17/95
Time Cast: 6:00 a.m.
Measured Slump: not given
Measured Air: not given
Concrete Temperature: not given
Air Temperature: not given
Cylinder Cast By: contractor
Liquid Added at Site: not given
Sample Location: Footings, north side.
DESIGN DATA:
Mix Design: 3000 3/4FW
Supplier: Cemstone
Specified Air: not given
Specified Strength: 3000
Truck or Ticket No.: 96279
Cylinders Per Set: 4
Field Notes:
Sample Date Test Field Lab Test Max Load Cyl Area Compressive Remarks
No. Recvd Date Cure Cure Age (pounds) (sqin) Strength, psi Code(s)
1A 8/18 8/21 1 3 4 64930 28.33 2290 B
IB 8/18 9/14 1 27 28 92060 28.35 3250 S
IC 8/18 9/14 1 27 28 75890 28.35 2680 S
1D 8/21 10/12 1 55 56 95790 28.41 3370 K
Specified Strength at 28 Days (psi):
Remarks:
B: The 7 -day test result projects that the specified strength will likely be met at the 28-day age according to
a typical strength age relationship.
S: The average 28-day test result does not meet the required strength.
K: The above 56-day test result meets the required design strength.
c:
Mr. Gary Staber; Building Inspections, City of Prior Lake Braun Intertec Corporation
9S 198c\conc.1
BRAUNSM
INTERTEC
Compressive Test of Concrete Cylinder
Test Method: ASTM C 39, 6" x 12" Cylinder
Date:
September 15, 1995
Client:
Mr. Mike Whalen
EFH Company
1601 East Highway 13, Suite 204
Burnsville, MN 55337
Braun Intertec Corporation
6950 West 146th Street, Suite 131
Apple Valley, Minnesota 55124-8520
612-431-4493 Fax: 431-3084
Engineers and Scientists Serving
the Built and Natural Environments
Project Number:
BODX-95-198C
Project
Description:
Construction Testing Services
Metro Cabinets
Wa1erfront Passage Business Park
Prior Lake, Minnesota
FIELD DATA:
Set Number: 1
Date Cast: 8/17/95
Time Cast: 6:00 a.m.
Measured Slump: not given
Measured Air: not given
Concrete Temperature: not given
Air Temperature: not given
Cylinder Cast By: contractOr
Liquid Added at Site: not given
Sample Location: Footings, north side.
Field Notes:
DESIGN DATA:
Mix Design: 3000 3/4FW
Supplier: Cemstone
Specified Air: not given
Specified Strength: 3000
Truck or Ticket No.: 96279
Cylinders Per Set: 4
Sample Date Test Field Lab Test Max Load Cyl Area Compressive Remarks
No. Recvd Date Cure Cure Age (pounds) (sqin) Strength, psi Code(s)
1A 8/18 8/21 1 3 4 64930 28.33 2290 B
1B 8/18 9/14 1 27 28 92060 28.35 3250 S
lC 8/18 9/14 1 27 28 75890 28.35 2680 S
10 8/21 HOLD
Specified Strength at 28 Days (psi):
Remarks:
B: The 7 -day test result projects that the specified strength will likely be met at the 28-day age according to
a typical strength age relationship.
S: The average 28-day test result does not meet the required strength.
c:
Mr. Gary Staber; Building Inspections, City of Prior Lake Braun Intertec Corporation
95198c\coDc.l
BRAUNSM
INTERTEC
Compressive Test of Concrete Cylinder
Test Method: ASTM C 39,6" x 12" Cylinder
Date:
September 15, 1995
Client:
Mr. Mike Whalen
EFH Company
1601 East Highway 13, Suite 204
Burnsville, MN 55337
Braun Intertec Corporation
6950 West 146th Street, Suite 131
Apple Valley, Minnesota 55124-8520
612-431-4493 Fox: 431-3084
Engineers and Scientists Serving
the Built and Natural Environments
Project Number:
BODX-95-198C
Project
Desaiption:
Construction Testing Services
Metro Cabinets
Waterfront Passage Business Park
Prior Lake, Minnesota
iiELfi DATA:
Set Number: 2
Date Cast: 8/18/95
TlDle Cast: not given
Measured Slump: not given
Measured Air: not given
Concrete Temperature: not given
Air Temperature: not given
Cylinder Cast By: contractor
Liquid Added at Site: not given
Sample Location: Footings, south side.
Field Notes:
DESIGN DATA:
Mix Design: 3000 3/4FW
Supplier: Cemstone
Specified Air: not given
Specified Strength: 3000
Truck or Ticket No.: not given
Cylinders Per Set: 4
Sample Date Test Field Lab Test Max Load Cyl Area Compressive Remarks
No. Recvd Date Cure Cure Age (pounds) (sqin) Strength, psi Code(s)
2A 8/21 8/25 3 4 7 66240 28.31 2340 B
2B 8/21 9/15 3 25 28 91180 28.46 3200 L
2C 8/21 9/15 3 25 28 85930 28.46 3020 L
2D 8/21 HOLD
Specified Strength at 28 Days (psi):
Remarks:
B: The 7 -day test result projects that the specified strength will likely be met at the 28-day age according to
a typical strength age relationship.
L: The average 28-day test result meets the required design strength.
c:
Mr. Gary Staber; Building Inspections, City of Prior Lake Braun Intertec Corporation
9S198c\conc.2
September 13, 1995
Mr. Mike Whalen
EFH COMPANY
1601 E. Highway 13, #204
Bumsville, MN 55337
RE: METRO CABINETS/AMERICAN GLASS
Dear Mr.Whalen:
Please find enclosed the lock box form with the required signature. I have discussed
the matter of the location of the lock box with AI Borchardt, the Fire Chief, and he will
require it near the front entry.
The location of the Fire Department connection to the automatic sprinkler system was
also discussed. The proposed location has been approved with the additions of "No
Parking" fire lane signs located at the end of the front entry sidewalk.
If you have any further questions regarding the above, please feel free to call me at
447-4230, Monday through Friday, 8:00 AM to 4:30 PM.
Sincerely
r
Building Inspector
CITY OF PRIOR LAKE
PB:jlp
16200 ~~kAve. S.E., Prior Lake, Minnesota 55372-1714 / Ph. (612) 447-4230 / Fax (612) 447-4245
AN EQUAL OPPORTUNITY EMPLOYER
1219/12/95 15:41
EFH C...7, -7 612 447 4245 NO. 212 PtaI2l2/01212
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SEP-12-1995 16;15
EGAN, FIELD & NOWAK
61254&6837 P.0'~2
pr~ 4:~~'
41 EGAN. FIELD &~:~OWAK.' INC~~
, :""1 ..~-~~ SURVEYORS :n~ 'g~
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That parr of lot 1, Block 2, WATERFRONT~PA.SSAGe,ACOITION, according'
to the recordad plat thereof, Scott.Co~nty;.tv1innesota lying northwesterly of
the following described line: . . .
Commencing at the most easterly corner of said Lot 1 ; thence North
62 degrees 51 minutes.58seco,nd';W86tal~ng,:th~:,north8rIY IIne:of
said lot 1 a distance of 131 .41. "teet; thence' northwesterly continuing
along said northerly line 8 distance Of 79.85 feet. on. a tangential .
CUnt8 concave to the northeast having a radius of 533.00 feet and a
central angle of 8 degrees 37 minutes 54 seconds; thence North 54
degrees , 4 minutes 04 seconds West continuing' along said northerly
line and tangent to said curve a distance of 593.15 feet to the pOint
of beginning of the line to be desc~ibed;thence South 6' dogrees 45
minute$ 56 seconds West a distance of. >1 06.00 feet; thence South 33
degrees 46 minutes 56 seconds West a distance of 33.69 feet:
thence North 89 degrees 2& minut~j' g.'seconds West a distance of
361.36 feet to the westerly lineoft-.ld,Lot'-1 'and there terminating-
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EFH CO
1601 EAST HIGHWAY 13 #204
BURNSVILLE, MN 55337
(612) 890-6450
LETTER OF TRANSMITTAL
No. 00020
Project: METRO CABINETS
CITY OF PRIOR LAKE
16200 EAGLE CREEK AVE S.E.
PRIOR LAKE, MN 55372
September 11, 1995
Attn: PAUL
RE: METRO CABINTES
AMERICAN GLASS & MIRROR
PRIOR LAKE, MN
X Attached
Separate Cover Via:
Shop Dwg
X Letter
Prints Plans
Change Order
Samples
Other:
Specifications
Copies Date Item Number
Description
1
KEY LOCK BOX FORM
These above items are transmitted for your action as noted:
X For Approval
For Your Use
As Requested
Bids Due:
For Review And Comment
Approved As Submitted
Approved As Noted
Returned After Loan
Returned
Resubmit
Submit
Return
For Corrections
Copies For Approval
Copy For Distribution
Copies Corrected Print
PLEASE HAVE SOMEONE SIGN AND RETURN. THANKS.
Signed:
By:
Date:
Transmitted
/
Expedition (R)
BRAUN~ liD
INTERTEC Iii. -Imi
Compressive Test of Concrete +~
Test Method: ASTM C 39, ~. x 12" ,Un r
Date:
August 28, 1995
Client:
Mr. Mike Whalen
EFH Company
1601 East Highway 13, Suite 204
Burnsville, MN 55337
Braun InterhIc Corporation
6950 West146th Street, Suite 131
Apple Volley, Minnesota 55124-8520
612-431-4493 Fax: 431-3084
~ i:-/ , Engineers and Scientists Serving
the Built and Natural Environments
Project Number:
BODX-95-198C
Project
Desaiption:
Construction Testing Services
Metro Cabinets
Waterfront Passage Business Park
Prior Lake, Minnesota
FJELD DATA:
Set Number: 8/18/95
Date Cast: not given
Time Cast: not given
Measured Slump: not given
Measured Air: not given
Cona-ete Temperature: not given
Air Temperature: not given
Cylinder Cast By: contractor
Liquid Added at Site: not given
Sample Location: Footings, south side.
Field Notes:
DESIGN DATA:
Mix Design: 3000 3/4FW
Supplier: Cemstone
Specified Air: not given
Specified Strength: 3000
Truck or Ticket No.: not given
Cylinders Per Set: 4
Sample Date Test Field Lab Test
No. Recvd Date Cure Cure Age
Max Load
(pounds)
Cyl Area
(sq in)
Compressive
Strength, psi
Remarks
Code(s)
2A 8/21 8/25 3 4 7
66240
28.31
2340
B
Specified Strength at 28 Days (psi):
Remarks:
B:
The 7-day test result projects that the specified strength will likely be met at the 28-day age according to
a typical strength age relationship.
c:
Mr. Gary Staber; Building Inspections, City of Prior Lake Braun Intertec Corporation
9S198c\collc.2
Donaldson@
TORIT PRODUCTS
~ ::::,- ~4 1
Pearson Technologies
4346 Xerxes Avenue South
Minneapolis, MN 55410-1497
Telephone: (612) 920-6016
Facsimile: (612) 920-6349
QUOTATION #TOR-95-429
August 25, 1995
Metro Cabinets
3775 - 170th St. SW
Prior Lake, MN 55372
Attention: Tim Sinnen
Reference: Dust collection system
The Torit@ Division of Donaldson Company offers its Oownflo@ series dust collector,
Model DFT 3-12 as described below:
Model: OFT 3-12
Filter Area: 1,452 sq. ft.
Filter Cartridge Material: Ultra Tek™
HOUSING
Construction is 7 and 10 gauge mild steel, rated for +/-20" W.G. Hopper is 12
gauge, 600 sloped, pyramid type, one per module, one total. Bottom
discharge is an 18" square flanged opening.
DUST LADEN AIR INLET
The collector's high inlet creates a general downward air flow pattern in the
filter section to optimize the filter performance. Top and front inlet locations are
standard on each module. Each filter column is protected from direct dust
impingement by an internal baffle plate.
DUST DISCHARGE
Hopper discharge complete with gate and insert section to increase dirty-air
plenum capacity.
FINISH
Mild steel assemblies are painted with an exterior color of blue. Interior is
primed with blue.
See attached Terms and Conditions
Filtration Solutions for a Cleaner World
QUOTATION #TOR-95-429
August 25, 1995
Page two
DIRECT DRIVE FAN
Direct drive fan field mounts to the top/side of the collector. Fan motor is
20 HP 3450 rpm 208/230/460/60/3 TEFC. Fan housing and wheel are
constructed of mild steel. Includes exhaust silencer.
EXPLOSION RELIEF VENTS
Quantity (1) 2311 x 24" explosion relief vent with weather cover located on the
top/side of unit. Explosion vents do not prevent explosions; they are only a
means of limiting overpresssure in the event of a deflagration to maintain the
structural integrity of the collector.
ULTRA-TEKTM FILTERS
Each cartridge contains 121 square feet of media for a total of 1,452 square
feet per module. The media has a filtration efficiency of ~9.99% as measured
using methods defined in ASH RAE report #RP-531. It is 13.8" wide and 26"
long and includes a neoprene gasket which provides an airtight seal to the
tubesheet.
FILTER CLEANING
Each module is shipped with factory assembled cleaning system. Cartridges
are automatically cleaned by pulses of compressed air. Cleaning is controlled
by a factory preset, solid state timer.
Photohelic@ pressure gage which initiates compressed air cleaning on a preset
pressure drop. Photohelic@ is a registered trademark of the Dwyer
Corporation.
FILTER ACCESS
Filter cartridges are accessed from outside the collector through round access
ports on the front of the unit. Each port provides access to two filter
cartridges. No tools are required for filter removal/installation. Filters are
angled 15 degrees for easier servicing.
REQUIRED SERVICES
The collector requires 90 to 100 PSIG, clean, dry compressed air based on a
10 second pulse interval. Timer requires 110 VAC.
See attached Terms and Conditions
QUOTATION #TOR-95-429
August 25, 1995
Page three
SHIPPING WEIGHT
3000 pounds (approximate).
PRICE (F.O.B., Baldwin, Wisconsin)
$12,771.00
TERMS: Net 30 days.
SHIPMENT: To be negotiated.
PLEASE NOTE: Collector will ship in major components; some field assembly
required. Price does not include the unit erection, installation, motor starter, freight
costs, taxes, electrical connections, ducting or plumbing for the air supply.
IF FAVORED WITH AN ORDER, PLEASE ADDRESS TO:
Torit Division/Donaldson Company
c/o PEARSON TECHNOLOGIES
4346 Xerxes Avenue South
Minneapolis, MN 55410-1497
~ (JJ)
Mimi Reed for Neil Goodwin
See attached Terms and Conditions
BRAUNSM
INTERTEC
... ...un Intertec Corporation
6950 West 146th Street, Suite 131
Apple Volley, Minnesota 55124-8520
612-431-4493 Fox: 431-3084
Engineers and Scientists Serving
the Built and Natural Environments
Report of Field Compaction Tests
Date:
August 23, 1995
Project:BODX-95-198C
Report: 1
Client:
Mr. Mike Whalen
EFH Company
1601 East Highway 13, Suite 204
Burnsville, MN 55337
Project Description:
Construction Testing Services
Metro Cabinets
Waterfront Passage Business Park
Prior Lake, Minnesota
Max. Lab Inplace Specified
Soil Optimum Dry Density. Inplace Dry Relative Minimum
ID and Moisture. (Std.Proc.) Moisture Density Compaction Compact.
Test Date Type Classification (%) (pd') (%) (pcf) (%) (%) Comments
1 8/11/95 N P-l: SP 6 112 5 108 96 95 A
2 8/11/95 N P-l: SP 6 112 7 106 95 95 A
3 8/11/95 N P-1: SP 6 112 5 111 99 95 A
4 8/11/95 N P-l: SP 6 112 6 107 96 95 A
5 8/11/95 N P-l: SP 6 112 6 107 96 95 A
Key: N
SC
*
= Nuclear, ASTM D 2922
= Sand Cone, ASTM D 1556
= O.M. and M.L.D.D. rounded to nearest 0.5
A = Test results comply with specifications.
B = Test results do not comply with specifications.
Test Test Location Elevation
1 20'N, 50'W of the southeast building comer 99'
2 4O'N, 50'W of the southeast building corner 99'
3 65 'N, 50'W of the southeast building corner 99'
4 35 'N, 15 'w of the southeast building corner 99'
5 50'N, 75'W of the southeast building corner 99'
Elevation Reference:
c: Mr. Gary Staber; Building Inspections, City of Prior Lake
Braun Intertec COIpQration
~
9S 198c\cts.l
BRAUNSM
INTERTEC
Laboratory Compaction Characteristics of Soil (Proctor)
Date: August 17, 1995 Project: BODX-95-198C
CUent:
Mr. Mike Whalen
EFH Company
1601 East Highway 13, Suite 204
Bumsville, MN 55337
Description:
Construction Testing Services
Metro Cabinets
Waterfront Passage Business Park
Prior Lake, Minnesota
Field Data:
Date Sampled
Sampled By
Classification
8/11/95 Test Number P-1
lOF Location Sampled
SP: Poorly Graded Sand, fine- to medium-grained, brown.
Laboratory Data:
ASTM D: 698-91
As Received Water Content: -
Sieve Dala, % on 3/4":
Size of "Oversize":
Procedure: standard B
Prep. Method: wet
% 3/4"-3/8":
Percent Oversize: -
Date Tested: 8/14/95
Rammer Type: manual
% 3/8" - #4: -
Spec. Gravity: -
108
Curve Values
112 pc!
6 %
Correct<d Values (ASTM D 4718)
I = ~ I
Maximum Dry Unit Weight, pc!
Optimum Water Content, %
116
114
1 112
~
~
~
...
'a
::J 110
e:-
el
106
Water Content, %
2
4
6
8
10
12
9S198c\p-l
0tv 22/ ~jS 15: ~13
EFH CO
512 447 4245
~~Cj . .:';;.':~i Fl2Jli 1 / ~(i2
E F H CO.
General Contractor
1601 EAST HIGHWAY 13
BURNSV1LLE. MINNESOTA 55337
(612) 890-6450
FAX (612) 890-5476
FACSIMILE TRANSMISSION
DATE: ~ - ~ d -cr ~
TO:
FAX # 4-47- 4-:;L 'f $'
COMPANY =l~~~~~~'"
ATTENTION
FROM:
FAX * 612-890-5476
SENDER ~ .~~LA~
TOTAL PAGES
WITH COVER e;..
IF THERE ARE ANY PAGES MISSING OR
LEGIBILITY PROBLEMS WITH THIS
TRANSMISSION, PLEASE C~LL OUR OFFICE
AT 612-890-6450.
COMMENTS:
08/22/95 15:03 EFH CO. ~ 612 447 4245
612 641 1339
612-641-1339 FINN-DANIELS ARCHS
HANU80liAI(
KOWALCHUK
'..IIO..O_A"'.
.1~ rwl"'tUthhJ ~/'r..'
{Vil"u,'t~,. "'I" rl;h.h,
It.lt' "'~
I'Ji. ~fl' -)'r.~~Ufl
, a.] 1 _~,l 4 1'1 t.... t.. - "
t~IJ . 928 IUi",.... uli.2
256 P02
~IJG 21' 95 14: l'~
I<<
Co".,.1Ii":l SI",ct",..1 r"if"'OI"'a
.
Au,,,.t 21, 1995
Mr. Scott Weill/ins
Pinn - Danierl. Inc.
2324 Unlyer.ity Ave.
Suite '109
St. Paul, NN 55114
Dear Scott.
Rt:: METRO CABINETS
OUR PILE NO. 95-~
It ha, been brought to our attention dun do"'.11 frolft the 100d"8 to tll.
foundation walt sho....n in Detail 61 A<4.1 were "ot ."8talled. We would
fecommend that lhf!lit! be ,routed in place Into I 3/4" diam.l.~ ]I 10" drined
hole with a nDn -shrink proprietary pout or a 5/8" diameter II 6~ drilled ho'e
wi,h an epoxy srout.
~
WH/bm
-<
---
~
~1/
White - Building
Canary - Engineering
Pink - Planning
Th. C.nl.. ollh. Lak. Country
BUILDING PERMIT APPUCATlON DEPARTMENT CHECKUST
NAME OF APPLlCAN-tJ: 1 t.
APPLICATION RECEIVED ~/I.J?)
The Building, Engineering, and Planning Departments have reviewed the building permit
application for construction activity which is proposed at:
sift! ~~~~~
Accepted
Accepted With Corrections
Denied
Reviewed By: (;lflB~-
Comments:
/. See.. Qi~~ o'tcb-c.~ alA.. t-t~~l. el.o..c..lc:..u",-.''!,
"2, s....~c,.~ (?.JU'o_;\-~ _..,.9..... rlc.- I-..e...v,'-L<J
g~u.H! ~ o-.rA. we>.... t-u- . 1:!.QC{h'c..o.J ~
.
S, +lr.e. be~~~.' ?l/\ll-~ LClC~ ~
Date: 8 -3-1'5
I'-~ .J:,.. plulAA L-,""'a \ t.~" I,'':)
[. ~ t,/J.hJ I ~ k CI\.
~. 0.... 4lto<l..l h,.~
"The issuance or granting of a permit or approval of plans, specifications and
computations shall not be construed to be a permit for, or an approval of, any violation of
any of the provisions of this code or of any other ordinance of the jurisdiction, Permits
presuming to give authority to violate or cancel the provisions of this code or other
ordinances of the jurisdiction shall not be valid."
""'-./
--
~,~~~''1\";''~!~t,~''!V;
1'\1/
.-:~;.;;.:,';;'~,
,
"".
White - Building
Canary - Engineering
Pink - Planning
The Cenler of the Lake Counlry
BUILDING PERMIT APPLICATION DEPARTMENT CHECKLIST
f' f-" j;
NAME OF APPLlCAN"L.J... ~ Lv .
APPLICATION RECEIVED ~/I2l?f -J.,,)j.r- w-fJa...L k#
t7 J-~
The Building, Engineering, and Planning Departments have reviewed the building permit '.
application for construction activity which is proposed at:
.r 1/ If tyft;}~i~l.L _~Ct-~
V
Accepted
Accepted With Corrections
liThe issuance or granting of a permit or approval of plans, specifications and
computations shall nQt be construed to be a permit for, or an approval of, any violation of
any of the provisions of this code or of any other ordinance of the jurisdiction. Permits
presuming to give a4lhority to violate or cancel the provisions of this code or other
ordinances of the jurisdiction shall not be valid."
CLIENT'S COPt'
IAT7'E::R.O~~'7CE: ~JJtCO
To: R. Michael Leek, Associate Planner
From: Jeffrey T. Evens, Engineering Technician IV
Re: Metro Cabinets/American Glass and Mirror
Waterfront Passage Business Park (Site Plan Review for building permit)
Date: July 13, 1995
The following is a list of items that need to be addressed per my review of above
mentioned project:
1. The type of sanitary sewer pipe shall be SDR 26 and the class ofwatermain shall be
CL52. This shall be noted on the plans. The watermain shall have 8.0' of cover not
7.5'. This shall be changed on the plans. Details for the Hydrant, valves, etc., shall be
submitted with this site plan. Specs. are required outlining the City of Prior Lake
standards dealing with utility installation. A note shall be added to the plans
indicating that all utilities shall be installed per current City standards.
2. The silt fence shall be extended along the entire east property line and on the entire
south property line. The rock construction entrance shall be a minimum of 50' long
and a minimum of 6" thick. Rip-rap is needed at the depressed curb on the north west
end of the parking lot.
3. This site plan shall be signed by a registered Professional Engineer. City project #95-
40 shall be labeled on the plan in the lower right comer.
FILE COpy
IATTB:.RO~:r~CB: ~~O
To: R. Michael Leek, Associate Planner
From: Jeffrey T. Evens, Engineering Technician IV
Re: Metro Cabinets/American Glass and Mirror
Waterfront Passage Business Park (Site Plan Review for building permit)
Date: July 13, 1995
The following is a list of items that need to be addressed per my review of above
mentioned project:
1. The type of sanitary sewer pipe shall be SDR 26 and the class of watermain shall be
CL52. This shall be noted on the plans. The watermain shall have 8.0' of cover not
7.5'. This shall be changed on the plans. Details for the Hydrant, valves, etc., shall be
submitted with this site plan. Specs. are required outlining the City of Prior Lake
standards dealing with utility installation. A note shall be added to the plans
indicating that all utilities shall be installed per current City standards.
2. The silt fence shall be extended along the entire east property line and on the entire
south property line. The rock construction entrance shall be a minimum of 50' long
and a minimum of 6" thick. Rip-rap is needed at the depressed curb on the north west
end of the parking lot.
3. This site plan shall be signed by a registered Professional Engineer. City project #95-
40 shall be labeled on the plan in the lower right corner.
.J.
~
\
.......;.
. \,
White - Building
Canary - Engineering
Pink - PlaMing
Th. C.nl.r of lh. uk. Co.ntry
BUILDING P~8MIT APPLlCAnON DE~ARTMENT CHeCK'-I~T
fI r/
NAME OF APPLlCANL.j..
71. t~ .
,
t//2/?r
, C.~,,"r
2..:5 . 2.. 9c, 00 J
.~ (PIO)
APPLICATION RECEIVED
The Building, Engineering, and Planning Departments have reviewed the building permit
application. for construction activity which is proposed at:
~4/f I, ft""7rL J{".J - '!I.:;J~~ifr:!;!::;!:;L'
Accepted /' Accepted With Corrections
Denied
Reviewed By: ~. tv11L.HAFl I F~~
"
Comments: I) /~/~y /2,")%
/~y~ ~~'"
Date: =r/28/9s
d/M~1 /" /~-4-"~ aK.d
<1
liThe issuance or granting of a permit or approval of plans, specifications and
computations shall not be construed to be a permit for, or an approval of, any violation of
any of the provisions of this code or of any other ordinance of the jurisdiction. Permits
presuming to give authority to violate or cancel the provisions of this code or other
ordinances of the jurisdiction shall not be valid,"
,
./
Westwood Professional Services. Inc.
~
,,'
INVOICe
14180 Trunk Hwy. 5
Eden Prairie, Mn 55344
612.937.5150
Ma y 25, 1 ~'!:1512.937-5822
Invoice Number 14809
Project 94340.00
City of Prior Lake
ATTN: Ms. Deb Garross
16200 Eagle Creek Avenue
Prior Lake, MN 55372
Project: Prior Lake - Planting Plan
Invoice period: May 1, 1995 through May 31, 1995
For: Planting Plan Review of Metro Cabinet/American Glass & Mirror
PROFESSIONAL PERSONNEL
Clerical/Graphic
Sr. Planner/LA
Hours
1 .0
4.5
Rate
30.00
75.00
Amount
30.00
337.50
Task total
367.50
TOTAL THIS INVOICE
$367.50
The", " iI tinanc. ettlrQ' of !2!i~ Der ...onfh 115% annUli oerCltnllQt rat.. applied to aU charq.s wtuch have become morl! thin JO dlVl past dut Oiled on billing dill snow" on ongmal ,nVOIC!!
'Ala....~n'" P....;....."',""'j <:'''"''r.... I..~ . ,,, ~'" ." ~'..'n.."n.... "'......1.......
612-641 -1339 F-'-"lN- DAN I ELS ARCHS
043 P01
JUII 2'01 . '3C:; U', :-1,'
C
{yL. -<..~
June 28. 1995
Mr. Gary Staber
Building Official
City of PrIor Lake
16200 Eagle Creek Ave. S.E.
Prior Lake. MN 55372
Re: Metro Cabinetsl American Glass & Mirror
Waterfront Business Pork
Prior Lake, MN
Dear Mr. Staber.
fFH Co. has submitted for a building permit on the above referenced project. It Is our 0r.,~"r$tor,djr.g that
your plan revIew of the documents for this project, listed one addltlonal toilet (oem facility T,~( each of tl 10
two building tenonis. It is understood that your calculations ore bosGd on tho '94 U.B.C. (Tobll'::> A 29A
Minimum Plumbing Fixtures).
Metro Cabinets:
Office Area:
Warehouse:
Production:
412s.1./2oo =
1 A39s.t. / 5000 ::
3 ,S09s. f. I 2000 ;:
Total OcG/lpants =
2.06 ace.
0.29 occ.
1.75oce.
,4 1
American Glass:
Office Area:
Warehouse:
Production:
884s.f / 200 ~
6425.f I SOOO ""
3,829s.f. I 2000 ;:
Total Occqpants ""
4.42 occ.
0.13occ.
1.91 occ.
646
(oct. of thes., companies has 4 actual employees. some of these employ'ees OfE: field PCI:;" .r.....Of and
~.pond a large portion ot their day away from the building. Appendix Chapt,-:( '29 Table A-LY r\ Mlr,lmunl
P:umblng Fixtures Subnote #6 slates "when the design occupant load is IElS$ thon 10 persons, 0 fadlity
usable by either sex may be approved by the buildil'lg officio!." We would like to reqd03$t that one [;:':'<8)(
toilct room for each building tenant be approved per the above statc:fT,er.t.
Wa appreciate the opportunity to present this issue to you. and await 'your questions or cornrr.er,[:,
regarding this Issue.
Sincerely,
1ArQ~
Scott A. Wlestllng
Finn-Daniels Architects
cc: Mike Whalen - EFH CO.
2324 UNIVERSITr' AVENUE . SUITE 109 . 51 PAUL. MN 55114 . 612-641-1339 . FAX 641-01.19
RUG-02-199S 14:17 FRO~
TO
944742~{
1*
LQMMEN
. ;
00(
\
. .,
~ ".,:,-,.,-,-~-"- "....-'
...... ...... ... ......"............... .. .... . .... ....o." ~"o.""'''''''
u>mrrl~". N~lso". Ccl~ &. S,asdurg. PA.
Grandview Prokssionsl Building, Suire 210
400 South Second Street
Hudson, WI 54016
1800 IDS CeoieT
80 South Eighth Srn:et
Minneapolis, MinnesoUl 5$402
LAW FIRM
(612) 339-8131
Minnesota WAl'S t&OO) 152-4291
fAX (612) J39-8064
Minneapolis Office
(715; 386.8217
Twin City Line (612) 436-8085
FAX (115) 3&6-8219
(612) 339-8131
FAX TRANSMISSION COVER SHEET
TO:
Gary Staber
COMPANY:
City of Prior Lake
ADDRESS:
TELEPHONE:
FAX NUMBER: 447-4245
FROM: GLENN R. KESSEL
LOMMEN, NELSON, COLE & STAGEBERG, P.A.
1800 IDS Center
Minneapolis, MN 55402
Telephone Number: (612) 339-8131
Fax Number: (612) 339~8064
NUMBER OF SHEETS (INCLUDING THIS COVER SHEET): 8
SPECIAL INSTRUCTIONS:
IF PROBLEMS WITH TRANSMISSION OR IF NOT ALL PAGES RECEIVED,
PLEASE CALL DEBBIE AT 336-4388.
The infonnation c.ontained in the facsimile message is attorney privileged and confidential
infonnatioll intend..::d only for the use of the individual or entity named above. If the rcader
of this mcs::>age is not the intended recipient, you are hereby notified that any dissemination,
distribution or copying of t..~is communication is strictly prohibited. If you have received Ll1is
communication in error, please immediately notify us by telephone, and return the original
message to us at the above address via the U.S. Postal service.
EXTERIOR ENVELOPE A V~~GE "U" COMPUTATION
PROJECT # 95014
DATE May 1, 1995
OWNER: Metro Cabinets / American Glass & Mirror
ADDRESS:
SITE ADDRESS: Cottonwood Lane, Prior Lake, MN
DETERMINE WORKING SQUARE FOOTAGE OF EACH
6,906 SQ. FT. x REQ'D "U"
10,710 SQ. FT. x REQ'D "U"
.09
.045
1. Tor AL EXPOSED WALL AREA
2. TOTAL ROOF/CEILING AREA
a.
b.
C.
d.
e.
f.
g.
h.
3.
.11 48
.53 27
.49 81
.14 14
TOTAL: 506
1
~
TOTAL:
a.
WALL (ABOVE GRADE)
............................................................................................................................
WALL (ABOVE GRADE)
............................................................................................................................
WALL (ABOVE GRADE)
............................................................................................................................
WALL (BELOW GRADE)
............................................................................................................................
OVERHEAD DOORS
............................................................................................................................
10% FRAMING AREA
............................................................................................................................
GLASS AREA
............................................................................................................................
DOOR AREA
5,669
495
FINN. DANIELS
A I, ( II I If' l'
622
482
1104
432
50
165
95
318
18
......................................................................................................................................................................-...........................................
b.
C.
d.
e.
f.
g.
h.
............................................................................................................................
DETERMINE "U" VALUE OF EACH WALL SEGMENT
5,669 x "U"
495 x "U"
x "U"
x "U"
432 x "U"
50 x "U"
165 x "U"
95 x "U"
.056
.036
If item #3 is the same as, or less than item #1, you have met the intent of SBe 6006(c)2.
2324 UNIVERSITY AVENUE . SUITE 109 . S1 PAUL, MN 55114 . 612-641-1339 · FAX 641-0149
EXTERIOR ENVELOPE AVERAGE "U" COMPUTATION
Page 2
TOTAL GROSS ROOF/CEILING AREA =
1 0.71 0
i.
ROOF (A)
............................................................................................................
ROOF (B)
............................................................................................................
ROOF (C)
10,710
j.
k.
I.
10% FRAMING AREA
DETERMINE "U" VALUE FOR EACH ROOF/CEILING SEGMENT
i. 10,710 x "U" .040
j. x "U"
k. x "U"
I. x "U"
4.
429
TOTAL:
429
...................................................................................................................................................................................................................
If total #4 is the same as, or less than #2, you have met the intent of SSC 6006(c) 1.
To utilize the total envelope system method, the values established by the sum of items #3 and #4 shall not be
greater than the sum of items #1 and #2.
1.
3.
622 + 2.
506 + 4.
482
429
1104
935
5. FLOOR AREA OVER
UNHEATED SPACE
SQ. FT. X REQUIRED "U"
SQ. FT. X DETERMINED "U"
MWCC 92C
Service AvailabilityCharge (SAC) Commercial Detail
PROJECT TYPE :
IXNew Building Only D Alteration (change In use)
D Addition D Demolition with New Use
( Attach to Form MWa:; 92A )
(] Demolition Declaration Only
( Attach to Form MWCC 920 )
.........,....... ...
.. ,.,.".........""._-" .....
...............................-.-...
............-........................
.....................................
. . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . .
. . . . . . . . . . . . . . . . . . . . . . . . , . . . . .. ..
................... .
Proposed Occupant
Metro Cabinets/American Glass
Site Address
5418 Cottonwood Lane
Building Permit No. Date Issued
95-341 8-3-95
CALCULATION OF SAC CHARGES:
Use Quantity
Type of Business
Office/Warehouse
Tolal Square Footage
SAC UNITS
Retail
OffICe
Warehouse
Other
1,296
9,419
sq.ft. @ 3000 sq.ft. Per SAC =
sq.ft. @ 2400 sq.ft. Per SAC =
sq.ft. @ 7000 sq.ft. Per SAC =
.54
1.35
=
Per letters dated July 6, 1995
=
=
Determination Made by :
Date:
TOTAL CHARGES =
1. 89
Qn urilll)
Previous Occupant
Site Address
Demolition Permit No.
Demolition Date
Tolal Square Footage
CALCULATION OF SAC CREDITS:
Was previous use in existence prior to 1973? (] yes (] no
If no, Original Blilding Permit No. Date Issued
.Actual SAC paid for space nvolved: (dloose one) D Enti'e Building
Additional SAC paid for space involved: Bldg. Permit No(s)
SAC UNITS
[] Portion of BLilding =
Date(s) =
TOTAL CREDITS =
If yes, Use
1973 Retail
1973 Office
1973 Warehouse
Other
Quantity
(in urilll)
sq.ft. @ 3000 sq.ft. Per SAC =
sq.ft. @ 2400 sq.ft. Per SAC =
sq.ft. @ 7000 sq.ft. Per SAC =
=
=
Actual SAC paid after 1973: Bldg. Permit No(s)
Determination Made by : Date:
Date(s)
=
TOTAL CREDITS =
)
%):Foi'abOw~tl6ri s 'jitiOWSOOi'beofSA(>determloatlOrii}~///:}:}/}:?:::::.::.:.:.}}.:... ...
N
(In unta)
7 00
NOTE: Determinations based on phone
conversations are only estimates.
(0.5 IOUfIds up to whole number In unlt8
If NET SAC UNITS Is a CFEDrT BAlANCE, please
Indicate how many will be reserved as...
Site-specifIC units of credit (Form 92RCR)
or taken as...
City-wide units of credit (Form 92A).
If a determination for tlls location was made by MWCC,
please reference date of letter or attach copy.
~ MetropolittID Council
~ Working for the Region, Planning for the Future
July 6, 1995
Mr. Gary Staber
Building Official
city of Prior Lake
4629 Dakota st. S.E.
Prior Lake, MN 55372
Dear Mr. Staber:
The Metropolitan Council Environmental Services Division determined
SAC for the American Glass & Mirror to be located at Cottonwood Lane
within the City of Prior Lake.
This project should be charged 1 SAC Unit, as determined below.
SAC units
Charges:
Office
695 sq. ft. @ 2400 sq. ft./SAC Unit 0.29
Manufacturing
4440 sq. ft. @ 7000 sq. ft./SAC unit 0.63
Total Charge: 0.92 or 1
If you have any questions, call Jodi Edwards at 229-2113.
Si/C~' J.~
RO~ Janzig ~
Planner, Municipal Services Section
Wastewater Services Department
Environmental Services Division
RWJ:JLE
950705S3
cc: S. Selby, MCWS
Mike Whalen, EFH Company
230 East Fifth Street St. Paul. Minnesota 55101-1634 (612) 291-6359 Fax 291-6550 TOO/TIT 291-0904 Metro Info Line 229-3780
An Equal Opportwl/ty Emplnyer
~ ~~~?t~~~~~~~~~~~
July 6, 1995
Mr. Gary Staber
Building Official
city of Prior Lake
4629 Dakota st. S.E.
Prior Lake, MN 55372
Dear Mr. Staber:
The Metropolitan Council Environmental Services Division determined
SAC for the Metro Cabinets to be located at Cottonwood Lane \vithin
the City of Prior Lake.
This project should be charged 1 SAC unit, as determined below.
SAC Units
Charges:
Office
391 sq. ft. @ 2400 sq. ft./SAC Unit 0.16
Manufacturing
4681 sq. ft. @ 7000 sq. ft./SAC Unit 0.67
Total Charge: 0.83 or 1
If you have any questions, call Jodi Edwards at 229-2113.
Sinity; &uxrch V
ROg~JanZig
Planner, Municipal Services section
Wastewater Services Department
Environmental Services Division
RWJ:JLE
950706S1
cc: S. Selby, MCWS
Mike Whalen, EFH Company
230 East Fifth Street St. Paul. M1rmesota 55101-1634 (612) 291-6359 Fax 291-6550 TOD/TIT 291-0904 Metro Info Une 229-3780
An Equal Opportwlity Employer
AUl:J-02- -1 '395 14: 1 7 FRm~-
TO
94474245
P.05
,...-
LOMMEN
....,.. " ----.; -t'- (-....~'. -:' '.:'
!\,. i l. . '. \.... /' '.: \ .
. , . \.':' '- ..., .
, '... i' ...., t. I'..
; ", / t", ;'" i '- ;: \
u_ \ _..~ _..-I.I~ --' -- .
.. .. .. .. .. .. .. A .. .. .. ~ .. ... .. .. .. . . .. . .. .. .. .. .. .. .. .. .. .. .. .. .. .. ..
LlJ"''''(!''. N,.lson. Colt & Slagl!l1l!rg. RA.
GrandI/Ie\>; Professional Building, Suite 210
400 South Second Street
Hudsorl. Wisconsin 54016
I &00 IDS Center
SO South Eight\'> Street
j>1innc;lIpoliS. Minnesota 55402
LAW FIRM
(612) 339.~131
MlOnCSOl1J W,\TS (300) 752-4297
~AX (612) 339.8064
Glenn R. Kessel
Allomey al L.w
(1 i 5) 386-8211
Twin eit" Line (612) 436-8085
FAX (115) 386-8219
Minneapolis Offioc
Internet Address: OLENN@EMAIl,.LOMMENCOM
(612) 336-9338
August 2, 1995
Via Facsimile - 447-4245
Mr. Gary Staber
City of Prior Lake
16200 Eagle Creek Avenue S.E.
Prior Lake, MN 55372
Re: Selinske/Metro Cabiners Closing
Dear Gary:
EncIo~ed plea~e find an executed copy of the Acquired Property Deed between the City and
Guy J_ and Mary K. Se1inske and Metro Cabinets Company, Inc. Apparently you need a
copy of the deed in your file prior to issuing the building permits for the construction of the
project.
Very uuly yours,
LM:.' ~1O COLE & STAGEBERG, P,A,
Glenn R. Kessel
GRK:dh
enclosure
"'-
"
g4474245
P.0S
RUG-02-1995 14:18 FROM
TO
ACOUIRED PROPERTY DEEll
THIS INDENTURE between the City of Prior Lake, a municipal corporation,
organized pursuant to the laws of Minnesota (the "Grantor"), and Guy J. Selinske and
Mary K. Selmske, husband and wife as joint tenants, an undivided one-half mterest, and
Metro Cabinets Company, Inc., a Minnesota corporation, an undivided one-half interest
(collectively the "Grantee ");
WITNESSETH, that Grantor in consideration of the sum of Eleven Thousand Seven
Hundred Four and 21/100ths ($11,704.21) Dollars to be paid upon closing, and other good
and valuable consideration, the receipt whereof is hereby acknowledged, does hereby grant,
bargain, convey and warrant to the Grantee, their successors and assigns forever, all the tract
or parcel of land lying and being in the County of Scott and State of Minnesota described on
Attachment A attached hereto (such tract or parcel of land is hereinafter referred to as the
"Property") :
To have and to hold the same, together with the hereditaments and appurtenances
thereunto belonging or in anywise appertaining to the said Grantee, their successors and
assigns, forever, provided as follows:
1. It is understood and agreed that this Deed is subject to the covenants,
conditions. restrictions, and provisions of an agreement entered into between the Grantor and
Guy J. and Mary K. Selinske dated October 3, 1994, and consented to by Metro Cabinets
Company, Inc. on August 2, 1995, entitled "Development Agreement" (hereafter referred to
as the "Agreement"), and that the Grantee shall not voluntarily convey this property, or any
pan thereof, without the consent of the Grantor until a certificate of completion releasing me
Grantee from certain obligations of said Agreement as to this Property or such part thereof
then to be conveyed, has been placed of record. This provision shall in no way prevent the
Grantee from making transfers permitted by the Agreement or mortgaging this Propeny in
order to obtain funds for the purchase of the Property hereby conveyed and for erecting
improvements thereon in conformity with the Agreement, any applicable redevelopment plan
and applicable provisions of the zoning ordinances of the City of Prior Lake, Minnesota-
Promptly after completion of the improvements in accordance with the
provisions of the Agreement, the Grantor will furnish the Grantee with a Certificate of
Completion in the form attached to this Deed as Attachment B. Such certification by the
Grantor shall be (and the certification itself shall so state) a conclusive determination of
satisfaction and termination of me agreements and covenants of the Agreement and of this
Deed with respect to the obligation of the Grantee, and their successors and assigns, to
comtcuct in:.provements and the dates for the beginning and completion thereof, it being the
intention of tllt: paI1ies that upon the granting and filing of the Certificate of Completion that
all restrictions and reservations of title contained in Sections 1 and 2 of this Deed be forever
released and tenninated and that any remaining obligations of me Grantee pursuant to tJ.'1e
Agreement shall be personal only.
AUG-02-1'395 14:19 FROM
TO
94474245
P.07
All certifications provided for herein shall be in such form as wIll enable them
to be recorded with the County Recorder of Scott County, Minnesota- If the Gramor shall
refuse or fail to provide any such certification in accordance with the provisions of the
Agreement and this Deed, the Grantor shall, within ten (10) days after written request by the
Grantee, provide the Grantee with a written statement indicating in adequate detail in whAt
respects the Grantee has failed to complete the improvements in accordance with {he
provisions of the Agreement or is otherwise in default, and what measures or acts will be
necessary, in the opinion of the Grantor, for the Grantee to take or perform in order to
obtain such certitlcation.
2. In the event that an Event of Default occurs under Section 4.1 of the
Agreement and the Grantee herein shall fail to cure such default within the period and in the
manner stated in Section 4.2 of the Agreement, then the Grantor shall have the right to
re-enter and take possession of the Property and to terminate and reinvest in the Grantor the
estate conveyed by this Deed to the Grantee, their assigns or successors in imerest, in
accordance with the terms of the Agreement.
3. Seller certifies that there are no wells on the above-described Propeny.
IN 'VIT~"ESS WHEREOF, the Grantor h:g caused this Deed to be duly executed in
Its behalf by its Mayor and City Manager this 1. day of August, 1995.
RUG~~2~1995 14:19 FROM
T[I
'34474245
P.013
STATE OF MINNESOTA )
) 55,
COUNTY OF SCOTT )
,
On this ~_ day of August, 1995, before me personally appeared Lydia Andren and
Prank Boyles, to me personally known who by me duly sworn did say that they are the
Mayor and the City Manager, respectively, for the City of Prior Lake, Minnesota (the
Gramor), named in the foregoing instrument; that said instrument was signed on behalf of
said Grantor pursuant to a resolution of its City Council; and said Lydia Andren and Frank
Boyles acknowledge said instrument to be the free act and deed of said City of Prior Lake.
~1it'ttA, ~
Notary Pub lie
THIS INSTRUMENT WAS DRAFTED BY:
CONNIE M. CARLSON
NOTARY PUBUC-MINNESOTA
$COlT COUNll
My Commission Expires Jan. 31. 2000
Lommen, Nelson, Cole & Stageberg, P.A.
1800 IDS Center (GRK)
80 S. 8th Street
MInneapolis, MN 55402
(612) 339-8131
~'IUG--02--1 995 14: 20 FRCil1
TO
94474245
P.09
A TT ACHl\1ENT A TO ACQUIRED PROPERTY DEED
LEGAL DESCRIPTIO~
That part of LO'C 1, Block 1, WATERFRONT PASSAGE ADDITION, Scott
County, Minnesota described as follows:
Commencing at the northeasterly corner of said Lot 1, Block 1; thence North
62 degrees 52 minutes 03 seconds West (record bearing) along the
northeasterly line of said Lot 1, Block 1, a distance of 878.82 feet to the point
of beginning of the land to be described; thence continuing North 62 degrees
52 minutes 03 seconds West a distance of 195.00 feet; thence South 31
degrees 36 minutes 51 seconds West a distance of 275.72 feet to the
southwesterly line of said Lot 1, Block I; thence southeasterly along said
southwesterly line a distance of 197.64 feet on a non-tangential curve concave
to the southwest, having a radius of 480.00 feet, a central angle of 23 degrees
34 minutes 44 seconds and a chord bearing of South 66 degrees 01 minutes 26
seconds East to the intersection with a line drawn South 31 degrees 36 minutes
51 seconds West from the point of beginning; thence North 31 degrees 36
minutes 51 seconds East and not tangent to said curve a distance of 264.89
feet to the point of beginning.
Reserving to the City of Prior Lake, a municipal corporation public Utility and
drainage easementS over, under and across the northwesterly 10.00 feel: and
the southeasterly 10.00 feet of the above described property.
Containing 1.1759 acres
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ATTACHMENT B TO ACQUIRED PROPERTY DEED
CERTIFICAtE OF COMPLETION AND RELEASE OF FORFEITURE
WHEREAS, the City of Prior Lake, Minnesota (the "Grantor"), a municipal
corporation organized and operating pursuant to laws of the State of MiIUlesota, by a Deed
recorded in the Office of the County Recorder or the Registrar of Titles in and for the
County of Scott and State of Minnesota, as Deed Document No. , has
conveyed to Guy J. Selinske, Mary K. Selinske and Metro Cabinets Company, Inc.
(collectively the "Grantee") in the State of Minnesota, the following legally described
property, to wit:
That part of Lot 1, Block 1, WATERFRONT PASSAGE ADDITION, Scon
County, Minnesota described as follows:
Commencing at the northeasterly comer of said Lot 1, Block 1; thence North
62 degrees 52 minutes 03 seconds West (record bearing) along the
northeasterly line of said Lot 1, Block 1, a distance of 878.82 feet to the point
of beginning of the land to be described; thence continuing North 62 degrees
52 minutes 03 seconds West a distance of 195.00 feet; thence South 31
degrees 36 minutes 51 seconds West a distance of 275.72 feet to the
southwesterly line of said Lot 1, Block 1; thence southeasterly along said
southwesterly line a distance of 197.64 feet on a non-tangential curve concave
to the southwest, having a radius of 480.00 feet, a central angle of 23 degrees
34 minutes 44 seconds and a chord bearing of South 66 degrees 01 minutes 26
seconds East to the intersection with a line drawn South 31 degrees 36 minutes
51 seconds West from the point of beginning: thence North 31 degrees 36
minutes 51 seconds East and not tangent to said curve a distance of 264.89
feet to the point of beginning.
Reserving to the City of Prior Lake, a municipal corporation public utility and
drainage easements over, under and across the northwesterly 10.00 feet and
the southeasterly 10.00 feet of the above described property.
Containing 1.1759 acres
and
WHEREAS, said Deed incorporated and contained certain covenants and restrictions,
the breach of which by the Grantee, its successors and assigns, would result in a forfeiture
and right of re-enrry by the Grantor, its successors and assigns, said covenants and
restrictions being set forth in said Deed and in a Development Agreement executed by and
between the Gramor and Guy J. Selinske and Mary K. Selinske and dated October 3, 1994,
and consented to by Metro Cabinets Company, Inc. by a Consent Agreement dated August 2,
1995 (the "Development Agreement"); and
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RU3~02-1995 14:21 FRO
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WHEREAS, the Grantee has to the present date performed said covenants and
conditions insofar as it is able in a manner deemed sufficient by the Grantor to permit the
execution and recording of this certification:
NO\V, THEREFORE, this is to cenify that all building construction and other
physical improvements specified to be done md made by the Grantee have been completed
and the above covenants and conditions in said Deed and Development Agreement have been
performed by the Grantee therein and that the provisions for forfeiture of title and right to
re-entry for breach of condition subsequent by the Grantor contained therein, are hereby
released absolutely and forever insofar as they apply to the land described herein, and the
County Recorder or the Registrar of Titles in and for the County of Scott and State of
Minnesota is hereby authorized to accept for recording and to record the filing of this
instrument, to be a conclusive determination of the satisfactory termination of the covenants
and conditions of said Deed and the Development Agreement which would result in a
forfeiture by the Grantee, its successors and assigns, the right of the Grantor, its successors
and assigns, to re-enter and take possession of the property as set forth in said Deed and the
Development Agreement, and that said Deed and the Development Agreement shall
othef'\Vise remain in full force and effect.
IN 'VITl'~SS WHEREOF, the City has caused this Agreement to be duly executed
in itS name and on its behalf on or as of the date first above written.
THE CITY OF PRIOR LAKE
By
Lydia Andren, Mayor
By
Frank Boyles, City Manager
S :\SHDA T A\l G712G\GRK \METRO\ACQ VIRED. OED
. :~5K;N .BY.SUF.P1JER
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PLAN REVIEW NOTES
METRO CABINETS & AMERICAN GLASS
1. Separate permits and plan review required for plumbing, heating, sewer and water,
electrical and fire suppression systems.
2. Provide engineering for wall and roof structural panels.
3. Gates on the trash enclosure shall be offset to a minimum of 30" and must be
structured in such a way as to block the view of the interior of the enclosing
structure when viewed from the outside. Gates on the trash enclosure shall have
locking devices to lock the gates in the open and closed position. Trash enclosures
shall be constructed so as to conceal trash containers and shall have concrete
floors and aprons.
4. Fire Department entry key lock box required.
NOTES.DOC