HomeMy WebLinkAboutPermits 00-0469,561,941,578
',.
DATE RECEIVF.1i CITY OF PRIOR LAKE,
J J BUILDING PERMIT,
C./ 30 UD TEMPORARY CERTIFICATE OF
V ZONING COMPLIANCE
AND UTILITY CONNECTION PERMIT
Permit No.
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
5- 30 '- 00
BUlL
11. SIZE OF
(Height)
/~/~ U//
d.
,qck/,4tlf1 .
PID
6l0"-363- 0-03-0
12. NO. OF STORIES
3. LEGAL DESCRIPTION
LOT 1 . BLOCK
ADDITION 'FOe..tot Au U ~ l \~
(Name)
/;Jl
(N me)
~
6. BUILDER (Name)
WQ."~O 1:C~L'
1. White
2. Pink
3. Yellow
File
City
Applicant
fJd-- 1G:> 1-
INFORMATION
UCTURE
(Width) (Depth)
13. TYPE OF CONSTRUCTION
14. FLOOR AREA APPORTIONMENT USE
15. NUMBER OF OCCUPANTS OR SEATS
OCCUPANTS
4.011:rb
5. ARpHITECT
..J .5 L
(Address) EAJ;\"-i (Tel. No.)
le5S PM~ IJIII.I<. ~/-l/O&- t.fi
~djlress) I (Tel. No.)
I I~J I J'11/1lJ-i. 1 L l.#'l- 9. ~ - {O~ 3
i0;S f1t\t~drf)t:ve 'E>y',b lOO (Tel. No.)
f"A)flW I Mil · '65",2."2 lt6, - 4-Dt.c -4400
7. TYPE OF WOR~ ~
New Construction K
Chimney 0 Misc.
8. PROPERTY AREA OR ACRES
Septic 0
Addition 0
Re-roofing 0 Porch 0
Re-siding 0 Finish Basement 0
SEATS
Fireplace 0
Alterations 0
Deck 0
Finish Attic 0
9. PROPERTY DIMENSIONS
1 O. CULVERT SIZE
Sq.Ft.
Width
Depth
Yes
No
I hereby certify that I have fumished information on this application which is to the best of my knowledge true and correct. I also certify that I am the owner or authorized agent for
the above mentioned property an that II constru . n will conform to all existing state and local laws and will proceed in accordance with submitted plans. I am aware that the
building 0 . i can r.evoke this it f just ca urthermore. I hereby agree that the ~ !?fficial or a designee may enter upon the property to perform needed in~pections.
'OU~ ~ olOI5-r.JlPf)-S- 5-30"00
License No. Date
FOR ADMINISTRATIVE USE
SETBACKS: Required
Actual
SOIL TESTS
MATERIAL FILED WITH APPLICA nON
o
o ENERGY DATA
Front
Back
Side
Side
PILING LOGS 0 PERCOLATION TESTS 0
0e.. er ~8f' ................................... $
1" PR.e:~"u~e; {<EQ $
'I II
\12, Pressure Reducer .......................... $
Met5111.').., ..l~'..lJAn;tt:...~.~..... $
l L/;'water Meter. .... ......~..................... $
\ 7-OD. e.1
Sewer & Water Connection Fee ......... . $
Water Tower Fee ...)/?~::.....~..1.. $
Water Tap ................................... $
pr ~ ~ Builder's Deposit ............................ $
.. Other ......................~.}:I~:?0..~ $ sq I to \ 1 .1 \
t-e77eJ2-0P0 ~'1r Total Due .............................. $ d/"~ 0/7. 7 I
Certificate of Occupancy I (J I /(J ~ I ~
~ '0 ,-z,() () Paid --C-, ' Receipt No.
Issued r~ ~
'. /;V 6-~ l:Y..... Date By
This is to certify that the request in the above application and accompanyin~tc~~'1{1~<girdan e with the City Zoning rdinan e and may proceed as
'iign y City Planne stitu tem rary Certifi t of Z nin mpliance and allows construction to commence. Before occupancy, a Certificate of
BUILDING DEPARTMENT VALUATION
OFF STREET PARKING
SPACES REO.
SPACES ON PLAN
PERMIT VALUATION /, hOO, 00(;; -
PLOT PLAN 0
PLANS & SPECS 0
SURVEY 0
USE OF BUILDING j / G
I
Y'UAJ
TYPE OF CONSTRUCTION: I I III IV V 11
Occupancy Group A B E F H I (f!) R ~ U
Division 1 2 3 4 . Z. S;
Permit Fee ................................... $ G, "" Z.
~t~~fe .............p.............. $ _ 4 3 ~O. ~
r; 00 - · ( 000" ~()O ~oo ~ ~ 1 40 00 ,\<E..I= ur--J D
State Surcharge ..........:n,.........-:\. l'\....1 ;'Ii .
\" A 0 0 &()
Penalty ....................................... $ 1/ ~ J 0 0 ~.D 1-\
City:
Amount Brought Forward .................. $
Park Support Fee ..~~...:Ik'1........ $
SAC ....... ..11 Q Q ...~.... ..~J........ $
1 ;" L
Collective Street Fee ....................... $
Plumbing Permit Fee ....................... $
Mechanical Permit Fee ............. ....... $
This A
By
SETS
COPIES
s 1 so -
L ,00."
10. -
\ 40."
'l 50 . ..
1/5.-
8400.-
4 q 00. -
Special Conditions if any
24 hour notice for all inspections (952) 447-9850
GIllEN . FILE
YELLOW - APPLICANT
GOLD - CIT.,
CITY OF PRIOR LAKE
SEWER AND WATER PERMIT
S.W.No. 00-05& /
NOTE:
Sewer and Water
contractors must
be registered
with the city.
APPLICANT: R~ G,~"'RA.C.,llN C:::'\
ADDRESS: ~1Q - ~ Av i :S~~
SIGNATURE:
SITE ADDRESS:
PHONE:(qCS;Z.) fftLj-32CO
l J~/ ro
BLDG. PERMIT # (JO-o4-b7
O()!v77J/N 1f/~5PID# 2h-~3 - 003-0
FILL IN THE BLANKq~.
c...<-
DATE:
1.
Estimated length of water service
feet.
t \\ -
, '0 - J.: .. V' (... i
l.nch (es). 4"- b:,~~+1 L
,If - J:~~'
from structure feet.
PVC~ Cast Iron
2 .
Size of water service
3 .
4 .
Location of any couplings
Type of sewer pipe.
ABS
5. Estimated length of sewer line
feet.
6. Clean out (if required), located at
structure.
feet
from
==~======~===~====================~==================pG~=~:~~~)
Th1.S .~~on becomes your perm~t when approved. S-II-oo P'-A~S.
BY / ;1 ~ DATE: 7-.>-tJl)
====:===============~~~J1~~=1f:~:1~~=~~==E:~2J~=';J:?t===
FEES:
L{ or r 2...9:>
$
$
$
water line ponnection permit.
I~ .f ~\. G:&{.
*
individually is $j.?~ plus
* 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.
DATE PAID 7/S/{}Q
RECEIPT # 3765Z--
::~:T B:~O
16200 Eagle Creek Av. S.E., Prior Lake, Minnesota 55372 / Ph. (612) 447-4230/ FAX (612) 447-4245
An Equal Opportunity Employer
~ TATE SURCHARGE
TOTAL PERMIT FEES
HEATING PERMIT FEE $
$
$
.50
~ eoD
lo~ .;.-- Receipt #
Est. Comp. Date
eP
-- BUil~ Permit .
f\-
:3B(p2J
tSD
Est.
Alterations
Repair
Cost $
Replacement
New Construction
^
I hereby apply for a mechanical systems permit and I acknowledge that the
information above is complete and accurate; that the work will be in conformance
with the ordinances and codes of the city and with the state building/mechanical
codes; that this form does not become a permit until signed by the BUILDING
OFFICIAL; that the work will be in accordance with the approved plan in the
case of all ork which requires review and approval of plans.
efm.
TYPE OF WORK
447-4230
Return Openings
eo~3.rlP,ooO-
Input e1.ZfJ or. :>utout
~eo~ 'f ,;;r
Edr.
City Hall 4:30 p.m.
ALL WORK MUST BE INSPECTED (ROUGH-IN AND FINAL)
CALL CITY HALL
Supply Openings
liP. crt:O
."50
Conn. Load
~Pr\.~lue Size
Fuel
TYPE OF SYSTEM
Warm Air Plants
Gravity __
Mechanical _
Air Conditioning
Vent. System
HEATING OR POWER PLANT
Steam
Hot Water ~
Radiation _
Special Devices
business hours are 8 a.m.
l:ifAI REQUIRED with number of supply and return openings listed per
room with CFM's per opening. New structures or additions send floor plan with supply
and return locations shown_ HEAT LOSS CALCULATIONS, PAYMENT AND
APPLICATIONS MAY BE MAILED TO THE CITY OF PRIOR LAKE, 16200 EAGLE
CREEK AVE. S.E. PRIOR LAKE, MN 55372.
House Heating Test Record must be submitted with building ~ number
ing certificate of occupancy will be issued.
The. price of your heating permit rough-in and one
Additional inspections will be billed at $35.00 each.
before build-
Telephone'
Address
Address
includes one
Remember to add the State Surcharge on the bottom of this application.
Industrial. Commercial & Multi-Family
Residential, Heating & AC
Residential, Heating Only.
Residential, Gas Fireplace
Residential, Adc1itions & Alterations
Residential, AC Only
final inspection.
1 % of job cost ($39_50 minimum)
$99.50
$64.50
$39.50
$39.50
$39.50
Lot
_ Block
Site Address
1\
U-~
Fee Schedule
Date
Single Family
Commercial X
Industrial
Public "
Multi-Family
Other
CITY OF PRIOR LAKE
16200 Eagle Creek Av. S.E. Permit No.
Prior Lake, MN 55372
4-\(D
\.0<6 ~
ti9~11
Two-Family
TV
E
1.
2.
3.
Pink
Ore
Yell.
File
Ory
ConlrKlOr
JUL I 0 2fXX)
CITY OF PRIOR LAKE
PLUMBING PERMIT
APPlicant:_&i1=t.. - L~ n
Address:
Signature:
Legal Description:
Site Address:
Building Permit
NOTE: This permit will not e
FIXTURE UNITS
1. Blue
2. Gold
3. Yellow
Pile
Oty
Applicant
The Center of the Lab Country
Quantity Type of Fixture Quantity Type of Fixture
Bath Tub with or without shower Rough-ins
Dishwasher .~ Water Heater
'6 Floor Drain Water Softner
,0 Lavatory (bathroom sink) Stand Pipe (washing machine)
.~ Laundry Tray (1 or 2 compartment sink) Sewage Ejector
Shower Stall Backflow Assembly (RPZ, Double Check, PVB)
Sinks Backflow Assembly Test
Bar Sink Lawn Sprinkler
In Water Closet (toilet) Other
FEE SCHEDULE
Industrial, Commercial & Multi-Family
(1 % of job cost, $39.50 minimum)
Residential, New One & Two Family
Residential, Additions & Alterations
State Surcharge
$99.50
$39.50
$ L..j 11 d.
$
$
$ .50
GRAND TOTAL
oy
$ ~ I 'D ;.---
This permit is granted upon the express condition that said
contractor, shall comply in all respects with the ordinances
of the State Plumbing Code and the ame me ts thereof.
b
r
~ -11JI!
16200 Eagle Creek Av. S.E. Prior Lake, MN 55372/ Ph (612) 447-9850/ FAX (612) 447-4~
An Equal Opportunity Employer
QLtrtifuatenf Q)ccupmtty
L CITY OF PRIOR LAKE
1JBepartment of .uilbing Jn~ptttion
Final Permitted 0 Conditional C. o. Expires
This Certificate issued pursuant to tM requirements of Section 307 of the Uniform Building Code
certifying that at the time of issuance this structure was in compliance with the various ordi1UUlces. of the
City of Prior Lake regulating building construction or use. For the following:
liMO
Use ClassificatiOll I I
Occupancy Type ~ ~JType Construction VN
Fire Zone
~gm~ri~~ Ll, B2, FOUNTAIN HILLS ADDITION
Owner of Building Site Address
WENSCO, INC. 1895 PLAZA DR.,
CoDlndor', N.... .t Address // /111
D HUTCHIN~\J City Planner
ding Official
(/
Date:
IZ-
Date:
POST IN A CONSPICUOUS PLACE
Bldg. Permit No. 00-0469
N/A C4
Zoning District
4385 FOUNTAIN HILLS DRIVE NE
SUITE 200, EAGAN MN 55122
DON RY~... . A-'L4LeM;-
(L/~
CDNTRACTIN& 1:0.
t DEVELOPIN& YOUR WORLD
October 27 I 2000
City of Prior Lake
16200 Eagle Creek Ave. SE
Prior Lake, MN 55372
Re: Fountain Hills, RCC #603
Wensmann Commercial Bldg.
Prior Lake, MN
To Whom It May Concern:
Please Ie this letter serve as our notification that all three water lines; domestic,
irrigation and fire protection lines into the Wensmann Commercial Building on
Fountain Hills Drive, were completely flushed on Tuesday, October 24. 2000.
A bacteria test was taken and it passed.
If you have any questions or concerns, please contact me. Thank you,
Respectfully Submitted,
Ryan Contracting Co.
~1,hw~
Scott E. Enright ;J &if)
Vice President
SEE/cjp
8700 13th Avenue East Shakopee. Minnesota 55379 612-894-3200 Fax: 612-894-3207
TOTAL P.02
P.01/02
,<;.10 17: 00
c.~.4lI" DII ~ ...A. r..._ 1-1 ~.
," _.... DdIIt
....
, ........ saa
.1.,. f..
......... ..
"PAXCOVERPAGE
FR.OM:
FAX":
~f~ 2kJ- 00
~ Hf.A.t(J,,~~
lOrn ·
q5i: 447- c.J2.."~.
.
_"r
DA TB:
TO:
NUMBER OF PAGES INCLUDING nus cova L~t 1t:.R.: 2 ·
~.
SUBJECT: ~D T~f
1-\, \\s.. *;:~. ~
_~N ~ klAd......... '\ 1l.r':'HIVl
-3z> Pll.L~k ~~~
10 W;fllJt!:Sf;; .j-Atc'
, ... .' ...... -.' -', .. -..
S:~-r1 (-J.JfZ,'G(i\ 7-$~;t~~ 1
Foe. 4~ FOt.rnt,~cJ
~ 'R~,..) t~.h'l.trJ..d-t~
<.fOld e,,:I; -J:p I d I{ VfILJ
W;~OI~ oJ 1J.Jj'{ 1"JY1r;
--- J a~ ·
IF nus FAX TRANSMllTAL IS NOT COMPLETE. PLEASE CALL
OUR OFFICE AT 651-406-4400- THANK YOU! I I
-'.'
FILt~~ WAS cL,,,c- IO/Z4/ao
-t? ~ ~ ~,~tv!I[!(.,'N') ()~
f 0 ~ (,J( ~ ! ( c' '/
fA./ (Y7'--<""-% Of- rc.-Vsttf,,0r::>. Io( 2..1 ?Ie) .
...;.1:100 17:00
P.02/02
TwiNtJ C(Xy WareA'" C~ I Y\.C/.
&171ith Ave Sa . HDDkins, Minnesota 55343 ·
(612) 935 · 355&
10/26/2000
~",...,."
Ry.n Co"r,tldillg
8700 13rh Ave E
Slt"Ie",," M" 55379
ItRO:RT OJ WATD ANALYSIS
Lab #: 2251 B
Ou" LAhg,,,roI'Y './fH'rts these IfIl'ttllyri~tll 'Hulrs, defe,,,,i,,etJ "ft II s.",,,I. r"lce"
by CLIENT tJlI J 0124/2000 fro," rite ftJlltJwirl' ItJcGritJ1J:
Job .IDa
Fountain Hills 2nd.. AdCl
~\c1t1b1 u....
C"liform Stler."i"
<7/100 ",1
J~
~~
Uf_ AlMl,.'r ......
~1cirw ........
981'. W... ~iiJ&
t..b Cadti..1ieft 1I1PZ74l.l-1 I.
TOTAL P.02
14745 South Robert Trail
Rosemount, MN 55068 USA
EIN: 41-0684554
Telephone: 651/423-1144
Quotation
83578-E '
Customer:
WENSMANN HOMES INC.
1895 PLAZA DR STE 200
EAGAN, MN 55122
U.S.A.
Job Site:
Fountain Hills
Prior Lake, MN
Date 07/12/00
Job#
-"THIS IS A BID/ESTIMATE
Customer I
WHI2 I
Ship Via
I
-I
F.O.B.
I Terms I
I AS NEGOTIATED 1
Purchase Order Number I Salesperson Reference No.
1
Item Number
aty. Ordered
Item Description
1 DESCRIPTION
., Required Date
Discount % I Tax.
Extended Price
06/07/00
N
"'REVISED 7/12/00 FOR LIGHTING SHOWROOM*
/'
SHOWROOM FURNACES: 4- Lennox 80MGF4/5-120 120,000 btu 80% efficiency natural gas, 1-
Lennox 80MGF3-60 60,000 btu 80% efficiency natural gas (Office 201)
WAREHOUSE FURNACES: 4- Lennox LF24-250A 250,000 btu 80% unit heaters
AIR CONpITIONING: 4- Lennox 10ACB060 5 ton 10 SEER, 1- Lennox 10ACB036 3 ton 10 SEER
(Office 201). Two condensors located on west and three condensors on east sides.
THERMOSTATS:. 9- Honeywell T87F with subbases (standard round)
MECHANICAL VENTILATION: Please refer to option sheet - Z.O unit recommended
DUCTWORK: PVC transite duct for lower level showrooms. Overhead sRiral for Office 201 (zone one)
'with second zone to lower showroom to supplement cooling. Central ducted returns for all units-
located in bathlhall areas. -
"'PVC piping to be installed before last backfill lift and compaction.
GAS PIPING: From furnace to meters only (meters located on.".east sider
MISCELLANEOUS:
Vent (10) bath fans, fans by others
(5) Combustion air intakes out roof
Engineering & design fees included
Permit included
All wiring by others
Two zone auto duct system for office 201
*NOTE: ALL ROOFING By.oTHERS. DUCT PAINTING BY OTHERS. MECHANICAL ROOM
REQUIRED FOR:SHOWROOM 130.
~~11
~z
~
A -H f\ "
August 04, 2000
Wensco, Incorporat: ~
4385 Fountain Hills Drive
Re: BV AC
~
The following are the results of the preliIninary plan review for: 4385 Fountain Iiills
Drive. Our COlnlnents are based on the Minnesota State Building Code (MSBC). This
was adopted with the amendlnent of the 1991 Unifonn Building Code (UBC).
1) A water collection systenl111ust be installed below all underground BV AC ducts.
In addition, Under-Floor ducts 111USt cOlnply with 1346.1004 on the Minnesota State
Building Code.
2) Provide 15 cubic feet per 111inute of fresh air exchange per occupant.
Indicate the method utilized.
3) Provide cOlnbustion air for each unit heater.
4) Provide gas piping support as indicated in the 1991 Unifor111 Mechanical Code.
, (Appendix B, Chapter J 3, Table BJ 3-A)
Thank you for your time and anticipated cooperation. If you have any questions or
concerns, please, call me at: (952) 440-9852.
'"
Jay Scherer
Building Inspector
16200 ~~I~"e:reek Ave. S.E" Prior Lal<e, Minnesota 55372-1714 / Ph. (612) 447-4230 / Fax (612) 447-4245
AN EQ\ JAt orrornUNITY EMPLOYEH
~:16 Ta:Tam Sand
, tram: uoug,1aS 1'(. .1VCrSDII
LU.LI-J ..I-U .,..,.....
I G!:IG &.,,,
DOUGLAS R. IVERSON. P.A.
6550 YORK AVE. SO., E~INA, MN ~435 (612) 920-2330 FAX (612) 920.4493
FAX
Date: September 2S, 2000
From:
Doug Iverson
(651) 905-3678
(612) 920-4493
To:
Tom Sand
RE: WAREHOUSE/SHOWROOM
WENSMANN HOMES
PRIOR LAKE, MINNESOTA
Memo:
Enclosed is a revised sketch SK00925A showing spread footings under the opening columns
instead of the beam over the existing strip footing as shown in sketch SK00918A sent last
week. This change is to accommodate a field request. The new footings should be placed
directly above the existing strip footing.
Please call if you have any questions.
~:16 To:Tam Sand
tram:uouglas K. !verson
~lJJ.c.J ac.u-'T"T.J.I
I aYI:i .n..
DOUGLAS R. IVERSON, P.A.
Structural Engineers
6550 York Avenue South
EDINA. MINNESOTA 55435
(612) 920-2330 Fax (612) 920-4493
JOB~Luf'~"~ pll.laA..l ~~
SHEET NO. S"- OOe. ~C' 8 OF
CAlCULATED BY D Il. l OATE q, ( .).~ I~o.
CHECKED
SCALE
Jar!.
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W( ~.
\~ c...... Cew
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1 t. -. 4l ,-' p, ~ It.
4-~let
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,.. · '^: · '''-'''IJ.'' ~ let
~.-... , c'AC)'R. % ...c..'c~"
~... -e./It ~ 4\ k.~1 \(. we fa'-''n'
9 94SL e ~It-(.-I(LO"
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PAOOOC-lM I ..... !IlIdI) l!O5ll......
t:55 To:Tcm Sand
from:Uoug!as ~. lversan
lDU. J :u.rJ-....:JJ
rage ",
DOUGLAS R. IVERSON, P.A.
Structural Engineers
6550 York Avenue South
EDINA, MINNESOTA 55435
(612) 920-2330 Fax (612) 920-4493
JOB \Nr..U~'-A"L-\ PIlI~L~L2..
SHEET NO. ~k. O~q I & A. OF
CALCUlATED BY DR..' DATE q Its I ~
CHECKEO BY
DATE
SCALE
.~ ':Ow C'- "-t..
wa~~q~. ..... ~I
C4p fa '4 .... c.... \C).. I
,
Q 4" I&~ "CotWC- tO~
~I,I""''' '14 .c,"., eo..;.
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., . . ... . . .. .
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----
~1 1011 ~ ""'-. , ......,
August 3, 2000
Genz-Ryan Plumbing & Heating, Inc.
14745 South Robert Trail
Rosemount, MN 55068
Re: Wensco, Incorporated
4385 Fountain Hills Drive
Plumbing Review
Building Permit # 00-0469
Dear Mr. Tom Sands:
After viewing your plans, I have made a list of all the necessary Minnesota State
Plumbing Code Rules that apply to this project. These codes must be addressed prior to
the start of work.
With this letter, I have enclosed the list of Minnesota State Plumbing Code Rules from
Chapter 4715-1998. It includes the sections as follows: "Soil, Waste and Vent Piping",
"Water Piping", and "Miscellaneous."
If you have any questions or concerns, please, feel free to call me at: (952) 447-9852.
When you are prepared to schedule the required inspections, please, call the Building/
Inspections Department Receptionists at: (952) 447-9850.
Sincerely,
~~ y.Q-'*
Jay Scherer
Building Inspector
16200 B8g~~reek Ave. S.E., Prior Lake, Minnesota 55372-1714 / Ph. (612) 447-4230 / Fax (612) 447-4245
AN EQUAL OPPORTUNITY EMPLOYER
All Sections Reference
MN State Plumbing Code
Rules Chapter 4715-1998
Soil, Waste and Vent Piping
1. List materials used for piping per 4715.0410 and 4715.0420
2. Provide full size accessible clean outs per 4715.1010 and 4715.1030
3. A 4" clean out is required at the end of the 4" underground and on the back to back
toilets per 4715.1120 and 4715.1030
4. Provide inspections and tests per 4715.2800,2810,2820,2830
Water Piping
1. List materials used for piping per 4715.0410 and 4715.0420
2. List type and manufacturer of back flow preventers in all locations per 4715.2020 and
4715.2030 (i.e. outside faucets, lawn sprinkler)
3. One water meter allowed per water service per property. Discuss with the City if two
separate services are to be installed. Install water meter per 4715.2280
4. Disinfection of potable water system per 4715.2250 and provide test results to the
City
5. Insulate and protect any underground water piping
6. Identification of potable and non-potable water per 4715.1910
7. Water heater temperature and pressure relief valve to be installed per 4715.2210
8 . Water meter is not to be installed prior to fire supression system
9. Water supply control values to be installed per 4715.1800
Miscellaneous
1. Provide valve and P trap protectors on lavatories and HIC sinks per CABOI ANSI
AI17.1-1992 section 4.20.4
2. Hangers and supports per 4715.1430
Plan review for: Wensco 4385 Fountain Hills Drive (Building Permit # 00-0469)
Reviewed by: Jay M Scherer / Building Inspector
16200 Bag'~'€reek Ave. S.E., Prior Lake, Minnesota 55372-1714 / Ph. (612) 447-4230 / Fax (612) 447-4245
AN EQUAL OPPORTUNITY EMPLOYER
MINNESOTA DEPARTMENT OF HEALTH
Division of Environmental Health
REPORT ON PLANS
Plans and specifications on plumbing: Fountain Hills Showroom/Warehouse, Prior Lake, Scott County,
Minnesota, Plan No. 010293
OWNERSIDP:
SUBMITTER(S): Genz-Ryan, 14745 South Robert Trail, Rosemount, Minnesota 55068
Plans Dated:
Date Received: July 26, 2000
Date Reviewed: July 28, 2000
SCOPE: This review is limited to the design of this particular project only insofar as the provisions of the
Minnesota Plumbing Code, as amended, apply, and does not cover the water supply or sewerage system to which
this plumbing system is connected. The review is based upon the supposition that the data on which the design is
based are correct, and that necessary legal authority has been obtained to construct the project. The
responsibility for the design of structural features and the efficiency of equipment must be taken by the project
designer. Approval is contingent upon satisfactory disposition of any requirements included in this report.
Special care should be taken to insure that the material and installation of the plumbing system are in accordance
with the provisions of the Minnesota Plumbing Code. A copy of the approved plans and specifications should
be retained at the project location for future reference.
A set of the identified plans and specifications is being returned to Genz-Ryan. Enclosed is a copy of the report
and transmittal letter to be forwarded to the project owner.
INSPECTIONS: All plumbing installations must be tested and inspected in accordance with the requirements of
the Minnesota Plumbing Code. As specified in Minnesota Rules, part 4715.2830, no plumbing work may be
covered prior to completing the required tests and inspections. Provisions must be made for applying an air test
at the time of the roughing-in inspection as outlined in Minnesota Rules, part 4715.2820, subpart 2, of the code.
A manometer test, as specified in Minnesota Rules, part 4715.2820, subpart 3, is required at the time of the
finished plumbing inspection. It is the responsibility of the contractor/installer to notify the State Health
Department when the installation will be ready for a test and inspection. To schedule inspections, contact the
state plumbing standards representative for your region, or call the metro office at 1-800-926-6216, or Gary Topp
at 651/215-0841.
REQUlREMENT(S): .
1. The storm drainage system must be sized in accordance with Minnesota Rules, part 4715.2710. The
following comments pertain to the design of the regular and overflow storm drainage systems:
a. Each of the roof drains appear to discharge 7,342 square feet and is served by a 6-inch horizontal leader.
Since a 6 inch horizontal leader can only accommodate 5,350 square feet at a slope of lI8-inch per foot,
each leader appears to be undersized. You must verify that the storm drainage system can adequately
discharge the calculated flow.
b. Each of the two systems have two roof drains that combine to discharge 14,685 square feet and are
served by an 8-inch horizontal leader. Since an 8- inch horizontal leader can only accommodate
11,500 square feet at a slope of lI8-inch per foot, the leader appears to be undersized. You must verify
that storm drainage system can adequately discharge this calculated flow.
2. The storm sewer appears to cross the buried water supply. All underground sections of building drain and
building sewer pipe located within 10 feet horizontally of underground water service pipe must be
constructed in accordance with Minnesota Rules, part 4715.1710, subpart 2.
Fountain Hills Showroom/W arehouse
Plumbing .
Plan No. 010293
Page 2
July 28, 2000
3. The distance between cleanouts in horizontal piping shall not exceed 50 feet for 3 inch or less in size or not
over 100 feet for 4 inch and over in size (see Minnesota Rules, part 4715.1 0 1 0). This shall include the
building sewer inside the building and outside the foundation walls.
4. A cleanout shall be provided near the connection between the building drain and the building sewer. The
cleanout at the outside wall may be inside or outside of the building, and shall be made with a full "Y"
branch fitting and shall extend at least 2 inches above-grade or finished floor, except that the administrative
authority may grant permission to use a flush cover (see Minnesota Rules, part 4715.1000).
5. A cleanout which is easily accessible shall be provided at or near the foot of each vertical soil or waste stack
and each vertical storm water leader (see Minnesota Rules, part 4715.1 000).
6. The sanitary drainage system must be sized in accordance with Minnesota Rules, part 4715.2310, subpart 2.
The following comments pertain to the design of the this system:
a. There appears to be eight drainage fixture units discharging on a 2-inch pipe in the SW bathroom as
shown on Sheet MI. Since a 2-inch horizontal drain can only accommodate six fixture units at a slope
of 1/4-inch per foot, this portion of the system is undersized.
b. There are two mechanical rooms with a floor drain, a mop basin, and two water coolers shown
discharging on a 2-inch pipe on Sheet MI. This adds up to be seven drainage fixture units on a 2-inch
pipe which is undersized according to the previous part a.
7. Numerous fixture drains are shown with sanitary tee connections going from horizontal to horizontal.
Changes in direction in drainage piping must be made by appropriate use of wyes and bends. Sanitary tees
are not allowed where the direction of flow changes from either vertical to horizontal or horizontal to
horizontal (see Minnesota Rules, part 4715.2410).
8. Assuming a maximum developed length of pipe of200 feet and a building water pressure at the meter
between 46 and 60 psi, and using Minnesota Rules, part 4715.3800:
a. The building supply line shall be at least 1'l'4 inches in size to the cold water distribution branch serving
the second floor bathroom group.
b. The building supply line shall be at least 1 ~ inches in size to the cold water distribution branch serving
the second farthest bathroom group from the meter.
9. The direct connection between a potable water supply and the lawn irrigation system shall be provided with
an approved backflow preventer in accordance with Minnesota Rules, part 4715.2020 and part 4715.2110.
10. The combination fire protection/domestic water service shall comply with the backflow protection
requirements of AWWA-MI4, Chapter 6 (1990) with the exception that the following statement is deleted
from section 6.3: "At any time where the fire sprinkler piping is not an acceptable potable water system
material, there shall be a backflow-prevention assembly isolating the fire sprinkler system from the potable
water system."
11. Faucets equipped with threaded hose connections must be provided with approved backflow preventers.
This shall include the mop sink faucets.
12. Equipment used for heating water or storing hot water shall be protected by approved safety devices in
accordance with Minnesota Rules, part 4715.2210 and part 4715.2230. Verify that pressure and
temperature relief valves exist.
Fountain Hills Showroom/Warehouse
Plumbing
Plan No. 010293
Page 3
July 28, 2000
13. Water heaters must be installed so that they are readily accessible for inspection, repair, or replacement. A
water heater with a tank capacity of 6 gallons or less may be concealed in a ceiling space provided the water
heater has been set in an overflow pan (see Minnesota Rules, part 4715.2240 for requirements).
14. All underground sections of building drain and building sewer pipe located within 10 feet horizontally of
underground water service pipe must be constructed in accordance with Minnesota Rules, part 4715.1710,
subpart 2.
15. The copper water distribution piping must meet ASTM Standard B 88.
16. ABS plastic pipe used for the drain, waste, and vent system shall comply with ASTM Standard D 2661 or
F 628.
17. The water piping system shall be disinfected in accordance with Minnesota Rules, part 4715.2250.
18. The plumbing system shall be tested in accordance with Minnesota Rules, part 4715.2820. This shall
include the storm sewer located within 10 feet of the buried water supply.
NOTE(S):
1. The scope of this project consists of constructing a new office building. Installation includes five water
heaters, five mop basins, five water coolers, two kitchen sinks, and bathroom fixtures.
2. This approval does not include any part of the roof drainage system. The rain water leader design must be
submitted to me and approved prior to installation.
3. The building is served by new municipal sewer and water services.
Authorization for construction in accordance with the approved plans may be withdrawn if construction is not
undertaken within a period of two years. The fact that the plans have been approved does not necessarily mean
that recommendations or requirements for change will not be made at some later time when changed conditions,
additional information, or advanced knowledge make improvements necessary.
Approved:
C~4:~
Corey A. Frain
Public Health Engineer
Environmental Health Services Section
P.O. Box 64975
S1. Paul, Minnesota 55164-0975
651/215-0844
CAF:mak
cc: Project Owner
Genz- Ryan
Mr. Jay Scherer, Plumbing Inspector
Plumbing Unit
File
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-1-2000 11:41
P.02/03
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DOUGLAS R. IVERSON, P.A.
6550 YORK AVE. so.. EDINA. MN 55435 (812) 920-2330 FAX (612) 9204493
FAX
Date: October 10. 2000
To: Tom Sand. (651) 905-3678
From: Doug Iverson (612) 920-4493
RE: WAREHOUSWSHOWROOM
WENSMANN HOMES
PRIOR LAKE. MINNESOTA
~iC'..
,('
Memo:
Enclosed is a revised sketch SKOO92SA (rev dated 10/10/00) showing the right pier cemered on
the column and the footing dimensions mirrored. This change is to ac::eommodatc the as built
condition. The new footing should be: placed directly above the existing strip footing.
Please call if you have any questions,
....-2000 11:42
P.03/03
DOUGLAS R. IVERSON. P.A.
Structuntl Ensineen
6550 York Avan.. South
EDINA MINNESOTA 55435
(612) 92Q..Z3JD F.. (&12) 920-4493
a-W.~"y~~ PIh-" f.,,~
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CONTRACTOR RYAN SUPERINTENDANT~"t/II\j
INSPECTOR .JGY"F bY 61'1 ~
DESCRIPTION OF TEST SECTtON
7~~V}L,r;; WoF TO
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DATE OF TEST
NUMBER OF TEST
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lENGTH OF TIME
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DESCRIPTION OF TEST SECTION
DATE OF TEST
NUMBER OF TEST
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DESCRIPTION OF TEST SECTION
DATE OF TEST
NUMBER OF TEST
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FINAL PRESSURE
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COM MEN TS :
.
/
..J 04:20p
Renee Swan
(651) 747-1441
p. 1
AIR FOR LIFE, INC.
2901 SE Ath stn!et
Minneapolis, Minnesota 55414-3330
Phone: 612.331.8286
Fax: 612.331.8240
.-
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RK
To: Bob Hutchins I CITY OF PRIOR LAKE From: Dave SWan
Fax; 952/ 447 - 4245 Date: 10/12/00
Phone:
Pas-: Cover + 1
Re:
GRIPPLE HANGING SYSTEM
cc:
J
Mr. Hutchins,
The following information on the use of the Duro. Dyne Gripple Hanging Systems is
submitted for your consideration.
You will find the manufacturer's installation instructions, product description and
SMACNA standard written specifically for this hanging device.
Should you have question, or wish to view a sample of this product, please feel free to
give me a call at 651 I 747 - 8000.
Mr. Todd Boyum at Genz-Ryan is the contact who is in need of your response. You may
reach him at 6S 1 I 423 - 1144.
Thank you for your time.
Dave Swan
ToO Free 887 I 331 - 8286
Fax: 651 I 747 - 1441
B-mall: dsw8n~alrfor1ife.com
..I 04:20p
Renee Swan
(651) 747-1441
p.2
Built for reliability. Built to last.
The Gripple utilizes a double opposing wedge design to achieve an efficiency of 100Q/o at the
strength of the wire cable. And once the wire cable is secured with a Gripple, it stays secure
until you want to release it.
Zinc Alloy Body
Sintered Steel
Locking Wedges
Stainless Steel Springs
PART # DESCRIPTION SIZE W,L.L,* PART # DESCRIPTION SIZE ft ./spool W.L.L. ·
(Ibs,) (Ibs.)
.-----.. --.- . .......
30020 GRGO-2 GrilJpl~ - Buill 1/16 - 3/32' 11\0 30200 WC-2 Winl Cable 1116" 500 It. spool 96
...... ..--.----
30023 I GRGB-4 Gripple - BlIlI( 1/8' 440 30202 WC-3 Wire Cable 3/32" 500 II. spool 1[\4
-;-..--. . ---. . ..... -.,- .-.....-..... ....-....... ".- --'-"'-
30026 GRGB-6 Gripple - Bulk 3/16' HHO 30ZD4 Wt;-4 Wire Cable 1/8' 500 It. spool 340
30029 GRGB-B Gripple - Bulk 1/4" 1200 30206 WC-6 Wire CClLJI~ 3/1 G" 250 It. spool 840
i
'-..---....... .-.---..-----
Bulk I'~cks - 100 Per Carton 30208 WC-8 Wire Cable 1/4' 250 11 spulll 140U
IMPORTANT: Gripple and Wire Cable each have working load limits which may not be equal.
Always use the lower of the two working load limits,
HANG FAST
PART # DESCRIPTION SIZE LENGTH (fl,) W.L.L. ..
(Ibs.)
"---- "'_"0-
30102 HF2- 5 Hang Fast 1/16' 5 It. 96
30112 HF2-15 HallY Fa~l 1/16' 15 It.
. .. . . ....... '---"--'
30118 HF3- 5 Hang Fast 3/32" Sit 180
30124 HF3.15 Hang Fast 3/32" 15 It.
--. ------.----.,.-...-. . ........... ._-------~.
30130 HF4- 5 Hang Fasl 1/8' S 11. 340
30136 HF4- 15 Hang Fa!;\ 1/8' 15 11.
100 Gripples and 100 Preformed CJbles Per Box
.Working Load Limit (5:1 Safety Factor)
Wire Cable Not Included With Gripple,
For more information contact YOLlr local Duro Dyne Distributor or Duro Dyne Regional Office:
~u RO DURO DYNE EAST DURO DYNE MIDWEST DURO DYNE WEST
. 130 Roule 110 3825 Symmes Road 15005 Marquardt Avenue
Farmingdale, NY 11735 Fairfield. OH 45011 Santa Fe Springs, CA 90670
516-249-9000 513-870-6000 562-926-1774
Fax: 516-249-8346 Fax: 513-870-6005 Fax: 562-926-5778
)
@ 1999 Duro Dyne' 4/99
..J 04:20p
Renee Swan
(651) 747-1441
p.3
-. .,.,..... .. -- · '::J · ..... ~. · ."" ~ · · · ." · ~ ..... .. · ...,. "
5 Easy Steps
~
J
~
Step 1...
Thn:ad the tail of th. wi,.
rope through (or around)
the anchor paint (_,-hook
or pur.in).
~
Step 2...
The,.. pass 1ft. tail thfDugh
DIe 'erruled .oft ay. and
p~lllig"L
Step 3...
Now pu." the blil...nd through ofte
chann.lln the Grippi. Rop. Grip and pulJ a requisite
length through.
,
Step 4...
Pus "'. tail..end throUI" (or around) the bracket or fixture on th. DbjeC110 be
suspended.
Step 5...
Return the rope to ua. Gltppl. Rope Gnp and push thrvush Ibe aecond channel.
Pull the fttQulted rength 01 ntp. Ulrough to rals. the abject to t"e Clesintel height,
Helpful Hint...
Installlh. object low and adjust upw.rdllo the desirect I.ve' by pulling the tOpe thrvugft tft.
Grl,pl. Ro.. Grip using the tall-end.
..GII'II"~'
........~~
Gripple- Rape Grip and Grippl.- Hang Fast ara regiSlered trademarks of Grip~le Limited. EnglnrtCS
ttIf#
~.J 04: 21p
Renee Swan
(S51) 747-1441
p.4
~ ....,Mo'U......... .....:J~_.....,..,'_.40................~"".1.....7.......:.~..- .~. .....~~ "~'. '-'-.-
oJ 04:23p
Renee Swan
(851) 747-1441
p.5
OCT-03-2000 15:32
l::Jut.~t< I NL .
Gripple and Hangfast
Minimum Wire Rope Hanger
Specification Tables
OJ.a::. ,,)10 ~Uj;,
, .. LI.J" LJ-'
Rectangular Duct
Maximum Half of
DUd Perirl1Eter
P/2 = 3D"
p/2 :: 72-
f(l2 = 96-
pl2 = '20"
rJ/2 ;: , ti8"
IJ/2 = '92"
: 10 ft spacing; 8 It 5DQdng . S ft sDadna 4 It spacing
; f pair : 1 Qair , pair , pair
1/16 '/16 "16 1/6
liS 3132 3/32 1/18
118 1/8 3/32 3132
J/', 1/8 1/8 3/32
3116 3116 1/8 1/8
3/'6 311& 1/8 118
Round Duct
MaxiMum Round ~'D. i 10 II specing; 8 ft spilcinG . 5" sDacrng . 4 ft sl)ac:inQ
OJameler , Pilir 1 pair 1 pair ---!..~a'r
,Q'. 1/16 1116 1/16 1'16
18" 3132 3132 1/16 1/16
2'. 1/8 3/32 3/32 1116
36. 3116 J132 3132 3132
SO. 3/18 3/16 111 1/8
60. 311<<5 311 f5 1/8 1/8
84" J/16 3/16 3/'6 118
Notes:
1. Tables are calculated using a duct weight of3.656 Ibs.lsq. ft. and nannal reinforcement
weight.
2. For special applic:aaons refer to the follOwing table for working load limits:
1/16n Wire Rape
3/J2n Wire R.ope
l/S" Wire Rope
3/16" Wire Rope
961bs W,L.L.
184 lbl. W.L,L.
3401bs. W,L.L.
840 Ibs, W,L,L.
1116 - :31:i2 Gripple Rope Grip
1/8 Gripple Rope Grip
3/16 Gripple Rope Grip
180 Ibs. W.L.L.
440Ibs. W.L.L.
880 lbs. W.LL.
December 1 Sth. 1998
~OJ 04: 24p
Renee Swan
(651) 747-1441
p.6
Applicable Smacna Standard.
4,2, 11 Manging $yJtem Sele<<ioll
The selection of ~ hanain.IY"em should not be. taken li&ht1y no' orly because it involves a
~iJ;nific;.Dl.'\t portion oftheerec:tioft labor,. but 1110 ber.awl: an inade'J'lle hailging sys&an Qn be disas-
trOu~, 10 any multiple hlDling 5Y..n, the fitilure of one hUlser truams th., load to adi.~an hang-
ers. If one of these r..il, an even IfC&tCI' load is transferred to the neJCl The nsalt is a c:aS&:adillg
failure in whidl an enrire run aC duct _pt au,
There aft: many ttanpr lltem.lives, especillly in the upper attachments. Besidd structural
Idc.."CI\lac:y, the conttractor"a ehoiGe oflulnliona systa\ RalIt also ,~c inlO KCOuat the pani~u)ar5 of
the builcli.nS structure. the skiDs oftlu workmen.1hc availability oftooliDa. and the rec::oml1'endltlons
of the fUllmer- lnanwacturcr. .Bcause of the Ie vuiablc:s.. it i. sug_ted ,hl.\ the hanlin. syllem be
d'f conttactor's choice,
Suggested 'specification:
All ductwork and cquipmcmt shall be suppor\ed using wire rope cahill!. All wire rope shall be!
,erminated usin8 _ device wida an U1tima\o Braking Slrength (lJ.B.S.) of at leut ~ times the wire
ro~c pUblished WorkinS Load Limit.C:W.L,L.) ~U't rope ,hall have a \J.B,S,of 5 time, tbe published
W.L.L.. Ware rope with preformed loops 5haU baVI: a (J.B.S. of 11 IC&S1 4 limes the p",bliShed \V.L.t..
.Pre!onncd wire rope loops shall UI~:1 thimble and sleevt. construction. Wire ropn shall be ofrhe siz~
and spaced per manufiKtu~s printed Ipea&calionl.
Wire Rope and Rope Grip shall be al suppliad by Duro Dyfte Curporation fllllninAdale, ~cw Vork.
R\''''-:~''.ngular Duct Hanging Table
Round Duct HaIlging Table
~~ -.nil f'_ : ~o It o.;.., ~!II!!iIIlQ } ~. Uiiara,' :. ...~ ~I\l!~
I Ci........' '....,~..I!!!: 1 _II . , ~r . *, .
I-- ...1. _I.~ ",. I ~".' ., ..!~
~r : ~ ~,'111 I '/11
~~.. I;: !ti= . .~ ...:
-- _I~" .... 'CI'
_.... . IV ! "'1.. . .__ ".., ". ._~.---,'
.,. i )1.1 t JI'US : .. .,e
u, a-". Jt,e.' ~~I .1 .:'!.111 "t
'N(\te~~
1, nbles. are calc;\llatccl usin. a duct 'IWeigllt of') .656 tbs. / &q. ft. an' nQrma' reinforc.ement weight.
2. for speeilJ applications refer to sp.:cific&lion lab'" of woliWll load 'lUraits'
TOT54L F.02
....0 04:24p
Renee Swan
(651) 747-1441
p.7
U'w I t,J..J '-UUlJ ....,. -.,'"
",., I J..,_ 'v vv.... ,-'
OF THIS PUBLICATION
~
i. \ ACCEPTANCE
T~.~ ctaC\lmcat or pv'>>lica'l,n is J'lJ'lred for volunlllY 1;~P'lE'Icc...,d lIS~ "ilhi" the limilatioM of ~~ication c1cfinrd
herd,,_ anti .,"._iE.e as dla.1: adupli"S it QI' .pp'~i". iI4..... 'PPPOl'rlate. Ilii hDt. ~Dfew IYlftdlrcl. 1:s lDP1:cltion
far I specific project is eoncinlCl:' on a .tlil".r 'If O&hCf .,,'bori~ ddi"iftl & $,ceifl.:, un. S~AC~'" !Uu. Po" I'tt'NI'I)f'
aut~DritJ m polia:: Dr ~nrDrcl: """'pliance with lne con,.nu or.~il dotuancnr D~ p\lbh~.~iD" 11'4 it hi) 1'10 role in art)'
rcprnl;IItat1DM by OUll1 plni~s dlar Jl'CcifiC' CQl':1por.~It" MR:, in f.~,. in ~gM=-'iafttt _i'h i\.
2. A.-MOMENTS
T~~ AnociatiO'1l may. treml'lIlt lotimc. issue fonnal if.\Cf1)rC\lInivnli Or inlcfim &me."tm."n_ wh.,hun bt ah1lniflca"ee
belWeen succe!~'v. .dinD"I.
f
3. ., PAOPRIETAaVPRODUCTS
SMACSA wncoura,er technolGcic:a1 dcvelapmlnt ;,. thf h.,rcr.r Or imllntvinlL tft~ i:tdus['1' (or (he p"bli, benefit.
SMACSA. cs."c" nOl, !I\JW$"n. cn.one ,ftCh"i4y.a1 ~..n"f~c\,,'uS or p",d~ctl.
4. FORMAL INTUlP"&TA'ftON
^ (0'1':'''' .ntcrprct.'ion ofUII: li\c:r.' ,...t "CtC.l" at Ihl illlenl af,"~ t~t.ni"al c.D"'l':\inee UI,,;i~\&' with ~hr daClImf"'
C\f p","ticatiOlt is obuiA"Ieon')' 8ft .". bl<<il .twrinen "titivn. ,"",sse' &0 ,,,. c:alllllllUce s~d senna lhe Auaci~ll"f1"
n.,iorwJ office in Ch."tiU~. Villin,.,."d sllb~"uc"t n:c:~ipt :tf' a wrinen "'poMe "r."if~i", the sppro...~1 Of t~~
c.haift'ftil\' o',h. commi\:cc. In tfle .~.... 'fUll ft plti'ioMr ha., a sytt,tan~i"c ~,s.&n;~m~\ with lh.~ i"tc",rctatiu". .n
appeal "'.Y be fU.4I....i',.I"~ Tecllftiu.I Resources eo",",itlet -"i~t: hit tc:chnical D"ln~ch, ~'pvfts.i~\1:t:-. Tht n~qucs'
mU'1 ,c:~~'" to . Ip::.=1f1c,Uy jdu",ft&:d pomon oflhc. iGc\lmc"' dll' does not i"VDJ"~ p\lbl'st\~4 ,eJU ...,tll~h pfO...i4es
the rrc;uc~'ed j nf'aMl.tieln. 1ft &:('".,.1"'"1 ludl teq"UIS. :tu ^SSOC\3C'Clft will ftot n:v lew or j~,t. producn Dr CQ1':'pa"~m,.
as bciftl ir. compli~cc with tM dacum..n\ .' ,,,bliullan. Or~1 a..,,1 ",,,iftl!'ft i"'.rr~Utio..,. attlp....i!liC attlained frOfl"l
anyone aftm."d with ,,,. ",ss"ci.ti~n a~ '..noffici.'. T...,s 'fO~~dt.lr~~ dOI!:~ nol Fn:.vcnl ~"). c:amm,nu c:t\a'nn3t\.
member of VIe co",mj,,~s, or II." 1,11 son fro", upr".."& .I' o~i".iDn an ~ pI'&wisio:'l w;thi" ~h. CC'C:"lfICnt. prtw14.:d
th." sue!' pcr:\of\ c.11&,ly Ntn 1M' t)ac "piftian '$ pC"~Dnal.PI" ODeS nol ,e:llruen: an uffi~ial OIC\ of Ih~ UJOI:'~tiDn
if' ~n)' ~3). ~"C i' r:hnuld "ftt M relied ft" ~, $uctt. ""e bDard Dr D,rccl.vn or SNA~,' .sb~U ,,~~ ~.lJ1~1 Jvct:o,il)' fDr
jn\~~n;w,i~n ~r Ih\1 1Illftdllrd with l\:Ch ,...In Dr prendurcs ~ Iha:y ,"I~ adopl ror pmc.~si,,~ "Ift&:'.
5, APPUCAnON
A"1 Slan4arlll cOn\ai"ccl in Ihis p"blic,lilln wtrc IJndopc:d usinl ,~h.ble e".i"~et';ft8 princi"'\l :al'ld re!ltlrch I:'lul'
ecft~lJlta,i.n wi.ha.mlinflnn.ti.no,",",~.'ra"" manl&Fact:.lrtrs, tilers. tcsli".,.boratc;'ric!.pll'ulvthCI1 h.yin"I~~,.li~E:d
~xpe'i~nc:.. 1lte) ..rr ,ubjct:l to rey;,i... :III fuMe, t!'!(pe.rirllel: Me iftYr\uptlan r.\~)' show" MUSSOV)' O' d~s'nblc,
Cun~tNc\iD" OI"d precl\lcb thaI com,l)' .,it" t"ele S,,,,dw, wilt "01 "ff:tSAnly l)t .~ceptabh: if. whe" e"'_l'ft'!\~lJ ~"d
'C'~lcd. .hey are fO\l'''{ to hive oth~, fe.'\I"''' ""hic.h .",pai.. t~lI: ruult c:."'~mp\a'~c by lh... req"inr"'~nh Th. ~nl:et
Melt\ Al'ct Ai, Conditioninc Co",r,clan' Naban.1 A",ui.,ion and olher to,,'ribulors as,...,,"c "" r~Jpgniibilll~ s"d
&'ccptftO lilbililY forl"c appliualionofttlc "inc,p~eJ a:-ICc;hnlqlis;;r.~or".inC'd i" 'his p\A,Jicalion_ Authori:ics -:onsidtrint
~doptial\ ot'$Il)' !l.Qlld~rcb ~Dft(alfted herein 5hauld rnoir:w III reder.l. )t~I~, locallnd C""UtC" re~yl~rion5 :l,.plic~blc:
tG spe,ific '''NII.cions.
s. ReplaNT PERMISSION
NQn\:~~""Jin_ ro,al1,.rrcc pc.nataaivll .. ~d \0 ,ovt:'rnrDelu and pr;vlm:: sector sJllrcjfyiJlG al)lhDril;es I" ~,.rad~,:
1111.1)' aft" COlts'N~io" detatt, rau"d tte,eifl in lItei!' spec,nClcion, and CClftt~i1IC( dr'lwincs pn:pwI:~ Cor rcc.:ip' of bidl Dn
nc:wc...n,~ctian uuI n110V~fiOft wort w,thill me. U"Ii~. Satel:anG i'~ len-Harlel. "'lvidcd thai die lIIaltri;l CODilrd l)
u~ahercd in Ivtslar.ec ....d lhat lhoe rc",04"~r assumes alllilbill:Y rop ,..., Spec:ifit: eppli,a'ion. inclwline colTon '"
rtprodUG\inn.
1. THE SIIACNA LOGO
Tin. SMACNA.lo,ca i.c r~I'sl.red... m."'bef5hi, identification mark, The: Assact,ciM prw~crihn Kc;cpublr \&sc: of
lhe: IQIII .nd ~.1lpl'elSly forbids the VJC nfil Ie reprc"ftl."Yl1tilll other nlllJ1 p.,t:nic,fI armltntbcrship. "a~_uion bf
n'~tr.tKn"ip IncJ -.a~e ., \~I' 10&0 ir. a" WIY ~"ftsti'ules Of n:~tI;U ~~ ...C~ A. appr,,,.t Or in)' p~v"t. m..U\Od. or
:om::>>an\'1l\. f'unhennon. c.a",,,l:~"(t nf .1"1 ,\1ch hem "",,, S\lntanSr. publilhcd or "co,,,iud 11)' SMAC~A is 1'\01
in~\a.tl:d by prucncl: of UU! lnln.
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HVAC DUCT CONSTRUCTION STANDARDS METAL AND Ft.EX'.L~
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4.. 1 .1 $04.0 "...,i,..,....
S",l lIli' ~ .......Iar, aftG nil ovlllftftal
_11 ..1 .. i....1ed willi sup,," sylltms indiCllrd
it' Tables 4-110 4-3... ,.pm..1 'o~. They shalt
B~ hutalled IS rtClviftd to m.tnraill .,ianllllml.
HDrizon&al duclS .11 ~YC a .ppOlt within lWtI fttt
(0,61 m) .f each .,~ ~"d tMtJ\il\ four flel of neft
Innch inlDneaion. (Upper IIIIKhlllcnts to :nruct\lra
s."taU lint 1ft allowable!OId nut IDOIt daan v...roll1h
of"lIte fail\n (IrDortal) JurI bur are 11.1 limited ro 1h~
lP~ci fie mcflDcb shown heR.
~
...2 !~ COMMENtARY
11'\e dIICt hUP"II)Slelll iacD",polllhaftbrwciclftC1\u,
die upper aaehn\eftt 10 .. auildllll. die hanlef i\lclr.
aNt ~ IOWflrsltl&:ltmlrtt to d'ldtlct n. ft\MU~_"''''.s
load ..in., ancI....,auon clara should be foU'I'" tor
:all ckvilZS ~d I'fWeri:sls.
4.2.1 COnctete l~
C'Jm:n:1C i:ucIU..1IIt b8 in$laUed be&r, "'~ "1IC",\e is
poured. TMy.. __ prilft.,;')' where U\I duct 'IYOUl
is simpjc and lItcrc is c""1h lead amc to dc~rminc
.ccuraa: plxCtIHIU. The sitftJllea iftacrt i, a picas Df
been nl' bar. MIDufaccurn inscrts an .n.illlble
individually or in lone IcnlV.l; Ihc latter SIe len......"
used *hc:rc IIIIDY ban... wil' be ......Ied In . Sli'ilU
arta" or whsr, ind~idua' illHl'lS cannDI be prwcisC'ly
"poncd .1 ~ lith~ "I pl,cinC ,Iur c~.
4,2.2 cone.... F.....,.....
c~ fufl:Mn ~ illIIaU" aftcr dll: COftCnM has
been paumt 3ftd the fomallavl bee" taftGval, '",fir
apfAicdiOIl aJlows....lle.i1tili"..CGna1:DJ inMr\J
bccaue Ibci: euct laDlfiGft CIft be det$minlll..r .11
i~1 ~ ~ '11';0111 irides' ....,. Mve
bee., CDol'dildill:d.
Th.cr~ arc uytr~1 ....ialiol\t of powder-actuated
fWeft'I'S, ~ichlft,IKri"Y ....._"Cc....' That
fUf&l'Icn should nor be UllcI in c.wn ""IWei,1e
IIpt:ptc nD"",'cs. or ift I'.. lea tl\u 4 indlel (t D1
rMI) thick.
~nl Wftcmc -Q1DIS -.td be mW .r Iltel.
NOIItcnvllt anchors__tICC, -W.YI~M. Herla
for apIDItiIq ..~ IWC drill.. either by a carbick
'it . ~ r-. em die fuIanIr i~r. 1k cqlIiKl~Dn
shicJci is "'I",'~" drWiq it Into die hD.lII1d~dilll
it with "- .aical pl~l- 'n.c ~ian Bait is a t\Jhtet
cMr fastener. Powd.....,..tA tilsltftCt'J ~,. ?O&9UlOf
fbr 1..~lcr~,
4.&.3 Structural 5t'" Fasteners
s~.....a tflJftofbeJm ~lnrlpn~1l'Vlilsblc:. $grnf Jh~uld
bellied wlrlle rewaiftincolip. 'crwdcr-Itt'~lcd fUtenel'S
mv.lso bcatlCd un steel, Welded",.s 1II11;e install~d
un. 'plCi.l weldinlar.lipm.nt Ccnain man",t.acNred
dc-as Chalarc4ln"",.CO dtc ftMp:wiJlIIlpl)On ti!ber
a roil or a band type hanp,
..1.. Cellula'...., DIf.*
MIft)' office Wi Idiftll arc 110" wil' ...u.. ~.n\aIJr SIft'
dtd: lhal cill'fies lite .1~rrie.1 _ c:ommu"it.llion
sy..... :&". 'I CClveftd Widl COlICretlr ~II. 1"be wirinlJ in
Ilk ..na and t~ c:tRICI'CtID a.bowe the deck prwcJudr .he'
UK of f'uIe.n.ft:. sa ~ shea metal sm;WI. ,hal mUSI
picree the Met. Some m:aII"o.e~ of .,,,. ~JlC of
deck now offer I" ift....~ ""'eine s)'.lc1ft, I" cases
\V~ \hete arc ,., inll:8tl1 ...cers- .. :he required
ht)."'Iilll poi"". Uta) Ih~ rod .)f stnp haft." before
CDIItFelr plK'Cnlcn-. or Iftl'lSlI W4rlcSe4 saaclsafter -:o"e:-a.:~~
platCftlh'lt, Jft .n c:ara. ;:he ..per al'LKhmtftU fO rtlt!
dedi... tfteuld . il'l plitt bl'ro~ 1hc IPphc:~,ior. of
liropruufinc rna1Crials,
.,2..5 Upper ADchm.t
Uppcr.:aII&Chmanr 1MIhod:s 5Isaukt be set"_ wi!J\c~.
^ _cty factar of. or S .:bucd on uki",=* ra,;u,.) is.
pr.wr:UQi .weN il ClIII lac 1bownlMt few unpmtiC'lablt
v:arlatds ex.S'I' and dial quality con"'" " disciplined.
11.1.1 ~ Hangers
HlDlen arc UluIll., .rri~ of plvui.s Stltl 01 toM"
,..1 rod. For haaccn M_ or ~ s1Rl rod, '*
UiI~1e4I M!-taUeII sr.ml .!~cp! wkrc the '1\S!atbtiVl1
i. j" . corrosi~~. wherr canos",n is ~
pubic",. hMlCr.... .uld tJc cICClnl-p'v.i,.ci, all~
rArad rods or n...dipptd plyuizaS rods v,i1h ~C'ir
~ ,.ill"IIi after il'lltaU:ation,
~ HV AC Duct Coll.uvatian Slandllftl. ....,..... f'1..lbI. . s.cond Editlof'
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TOTAL P,0S
P,01/05
-2000 17: 48
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IF THIS FAX TRANSMITTAL IS NOT COMPLETE, PLEASE CALL
OUR. OFfICE AT 651-406-4400. 11IANK YOU! I J
.2000 17:48 P.02/05
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DOUGLAS R, IVERSONt P~A.
6550 YORK ftr,vE,. sa., EOIN~, MN 55435 (612) 920-2330 FAX (6'2) 920-4493
FAX
Date: October 2~ 2000
To;
Tom Sand
(651) 9OS-3678
(612) 920-449]
From:
Doug Iverson
RE:
WARBHOUS~SHOWROOM
WENSMANN HOMES
PRIOR LAKE. MINNESOTA
Memo:
Enclosed is sketch SKOO930s showing showing an extension of the bearing plate and a.nd weld
for the three joists in your fax today. I have U$umed that the joist relationship 10 the plate is as
shown resulting in only 1.... of bearing, If the chlMel that I have shown cannot be installed as
shown, please advise. If the reason for only 1" of bearing is because the plate has been set (00
far back: from the wall edge, we may have to extend the bearing plate forward instead.
Please call if you have any questions,
P.04/05
@
-2000 17: 49
P.05/05
DOUGLAS R. IVERSON, P.A.
Structural Engineers
6550 York Avenue SQuth
EDINA. MINNESOTA 55435
(612) 920-2330 Fa. (&12) 920-4493
JOB~~.~l P'lI.4..l~~ ~e...
SHEET NO.5 ~ 0 aQ 2a~ -S OF
CALcuuaTE08Y~~\ DATE~~/:l.Lao
CHECICE!t1I1 DATE
SCAI.E--B"......I~.. t;.,...TR.... ~..a~
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09[20/2000 14:56
6517489143
FIRE-GUARD SPRINKLER
PAGE 01
FAX TRANSMITIAL
Fire-Guard Sprinkler Service, Inc..
1055 White Bear Avenue North, Suite C
st. PaW, MN 55109
om~c; 651-748-9499
,.x: 651-748-9143
MN LicenM No. COOO18
WI LkeDIe No.. sc00001J9
DA TE:9/20/2000
FAX NUMBER:952447-424S
o FOR YOUR INFORMA nON
FIRM:Citv of Prior Lake
A TfENTION:Paul BaumE.!artner
o FOR BID DUE
DATE
FROM:Jason R. Erickson
NUMBER OF P AGES:5
(INCLUDING TRANSMITI AI... SHEEn
RE:Fountain Hills/Showroom
4385 Fountain Hills Drive
MESSAGE:
Paul.
Here is the sheets Tom Sand sent me on the storav.e racks.
Thanks. ~
SIGNED
09/20/2000 14:56
6517489143
FIRE-GUARD SPRINKLER
PAGE 82
1895 Plaza Drive
Suit. 220
EBgan. MN 55122
151.406-4400
&51.90'..3678 Fu
Paul Baumgartnec
RE: 4385 Fountain Hills Dr.
Prior Lake" MN 55372
_............~-
.1)car Pall!, ." ..--." --.. ... -..- .~._..'.-. ..-........--..... .
. 'Per phone conversation with Jason at Fire-Guard Sprinkler, Jason stated
you need some information pertaining to storage and storage racks.
Enclosed you will find a diagram for carpet racks for warehouses #141 &. #127
with locations to where they will be placed. From my understanding" storage racks can
not exceed more: than 12'.0" in height. (which they will indicate.)
F or warehouses # 117 & #107, tenants have not been fma1ized at this time. I will
make sure: that they will not exceed over 12' -0".
I hope this information is helpful for you. If you have 'any questions, or concerns,
please do not hesitate to call me at 6S1-40~-4400.
SincerelY7
~m., -L.f2
Tom Sand
V .P, Construction & Dc:velopment
11
09/20/2000 14:56 6517489143
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IF THIS PAX TRANSMIn"AL IS NOT COfAPLE1"E. PLEASE CALL
OUR. OFFICE AT 651-406-4400. 1HANK YOU!!!
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OCT-20-2000 16:15
~,
Insulation Specifications
1,~ GENERAL
, ,01 RElATED WQfllK
~er Ia memb/InC lIIIllUJac:l1ll'tf'S _CiIliIrI guIGe.
, ,02 SUBMITTALS
A. Wllnit AMi, ~ cilia.
a gfllTlpl,,~
" ~ lIlGIt N!I8Il ~ .. _IGlble AIlII F )If
llllU~1lft IpIlifJCalioft.
2. Sublll\! Dn8 umplll, ." 1l11', rJf rDOr inllll. liol'l
malClla/.
c. p;ovidl II ""ill 213-[11' Umir." WlrflnlJ III ()war
1/'lennII Wlllue gl r~Faarn-f1J IACF~1111 [Ae' ClIIn
SlJpnmel [~1Ift Con.-it.) [T~ .cF......l
[ACFDIfft NIl. But Ift8UllaiclnllVl!I'WlId-R) [.a OM!
Rc=vcr Beard),
1.~ REFeAENCes
.. ~ Sllciely fer't'MUIg end N,lIria
1, D 312 Spccilicalilft ''ill'' JIph. U'IIIIII in RDaljr ~.
B.. FBdIral5ClldfilUfn (F$).
1. FS (GSA) ~1.1mJGBlllHt+4."72II1 ~ I~-
1872/1) (t1t1+1I7ar.IJ F_ POI~K1I"' "It
Thermlllll'llula6an "rd.
1;:, F.-IV M~ S~ "5GfM1g
,. Qaa 1 ,11: IIIing..
2. Windlian1l ClMlifa1kan (1-60) (1oecIl
c, AlII!! JIlIlaI 1ll!~1fcII ca_
, ,04 DEUYEA.,. STDAAQE AND HANOUNG
A. IfllVlllIon,......... be '-led 10 i1clucl. f \alt.
IbI "UI'Ie. ~ 'JMie IIlCI praduft eD4e.
e. WhM s_(II DUIdoDrs. irlsul;t&ln IhiII tllIlIadl& a CIfI
JllllleII r:Jf~. II leu I a b:Mi IbM glllUllCllIMII
ns ~rad WIIh ...,..,.. r1t DJW $Ui'liiltlIG ... '_
~ 181'" nmMd by 1Ii,*," III' m Df
1M (xlary _led ,....,.
, .CIS PAO,JECT CONDmoNS
A. Fan. a.caJ, stAle m'IIl r..t.ta! regul.~D/lIi. Ilhlly
"w.. _.... WNrt . alI'I/lld alsts. !doe ltIe
~r~
6. Faa. illc&l/WlCa IlNierwriler'~ ..~ .1:_
UIe for lilt _. pI'Iduct$,
;
..;.....:- .
I
I
,
____.B
sprl
.@
C, Od nar W1Y1l'IY "*'"D 1I*!tIa- ""etI WI. in :a"
fo"" i, pruenr or prop'r .dhe.~. IlI1Iplralure
un/lOl. mlinllirlld.
g, The ,., 11"* stili ... dlY ItId ~. -..1lIl Ul
IlJPJOY{ 'hi Ii.. and lI..d Idd rcquirclftcnls "t
raolllla ~ arlS IlIlfGenDv rigid ID auppQIr CZlft-
I1Ndian IfIII'IC I
2.0 PRODUCTS
2,01 ACCEPT~DL.E ~NUFAOTUAeFl$
,., (,lCFum.O) (ACFGaI'JoIIIJ [ACFClm Sll~rtmel
IACFolm CGlnIlDJilllJ [TlIpIl'ld ACFOiIft) [ACFoam
Mia.. Inmarl8l11 [VCtltcd-AlIACFOIm R,..,
Board! II InIIlUfIcSa.ftd br-.
2.02 MATE~IAoLS
Ar AWlnsullllon.
1. RDId Inlul,li'n: t~CFDam.lIll"eFo&m.III)
[ACFoillft Su,remel .IACFllm Camp"'le)
[Tapmtd AOFoem] (ACFaI&rn NIiI e.. Inslll-
lion) [V~ [~ AlCiWtr IIaIIdI ,., """
rl1lan lMPIufaaunwt MU'\OUIII'III UlI DI ~ntan. Dr
CfC,.11 in ~ wIII'IlN MatllrM ~ "
IltImplyfng willt Fede,., speQr~rio" (GSA) (MHo-I.
117M11!N1 [HH+"nIZ] 1"1-I-1-1972f1] [,......1.
197"l13]. ti3vlng I a:nJHned ...lmII...... 'R'
""UI of _ ."., CC1nd\i,"" uCQrding \0
PNA .,. No.. to'l _ AICItlJ..lIkllllllin N", .1.1,
B. Rtlaltd Maleri"
1 I ~fICIed Membrant
2. ADDI ~ ratsnlfllWfll'Jed bt~.
3. B.1II! ply II ~ tit I1ltft1tnne mlltWr.c-
IUIIr.
4. AspPIllllilUnlell ~ ~ _Ill ASTM D 312, ,,1Id
... 11M In M of... F.
&0 EXEC:l,ITION
3,D1 PAEPARAT10N
A. '''are,..1 "'-'..on ._liall il IIItIId. rtmDIrt
IIMtI. dIbris, 8.... d__t, llIaIIure WId ~~
,., ..hid! may alrl!lllhl! .-c:trnIN 01 '" iBMIian
10 \hi'"
~
~
~
~~~
4ffil'
. ~'.',...:"; . ...:..,.;;~.t ..'.. , for More.lnfoRnatiDn
.0.-.:.'.. 011,. '..'
Tapered l...l1Iation Department - EIII
(800) 933-1476 · F~: (770) 955-41207
Tapet8d Insulllian Depl~nt. We$J
(BOO) 646-1476- FAX: (30!) S.7&41
I
-1--'
t
1Ii~
(aDO) 677.1476 · F~ (309) 752-7127
N~
(BOO) 688-1476. FAX': (717) !J75..6957
Marth".
(800) 281-1476 'F~ (303) 252.7641
Sautll cetllrll
(ICIO) 766-147& · FAX: (-i09) 829-i363
Saultleul
(800) sss.147& · F~ (706) 882....047
South...,
(800) 477.1'76 · FAX: (802) 833-~
P.02/03
B, TM deck IIhIllI MIUlrlCi_ rigid ta cUOCMIf\ ttle
roo.. InG mld'lrlniQ!lIIlliptnl11l .-.0'" dIllldan
thai .-II still" (lr' tdplute any .1 1M reolIno ~
nenat ar dlfarrn aNI ~
C. ~ d'P"IIiIlltI. fteI~, defatJMllans, el.c., ~I bl
I'fIllfe Jft\CIIIIlh pNt ~ Ihe lUf iwI'-ilOlft IIfIpliGalial\.
D. T,.aIIMI__ iNullliClrl ..,lI\c ,..... ~ as
1M lMu\il5aft, IhIII f11111111h1n_ "1'* allha
.delS 01 h dtell."., ~l'&IIIld 'II ptoleellolls ~I\d
optJW\gS Ihtwah ltIR deck.
3.02 AP"UCATlONIINST4lL'. T10N
A. ",..1IoM AppIv I~FcalfMq ~Ft.m-llg (ACFaem
SUpr.",l] lACF*' CcIInpI$II [TlpII1d ACfailn'lJ
[ACFoIrrl ~ Buo InaulalloN [Venled-AIIACF~
....... IaItd) 1Nu1,~DI'l in 1CIlGl.... .iIh All.
rDIIf rwull&ian r.-Iog ItId u fIqUiIBd by _. and
il\Sl.IFanllllo n. rtquj,.",.nllDt I "'0' relard.r
~ be dllem1~ by .. M:h/I!cl*""Oll!ftGlMer
with 'np.ll plWidld by !he ..ilding ....r ft lIIlCDr-
dlllCl with WNI'II ........rina IDmMltIs iVl' vlpGr
1t1.."lNhen I YlIPD" ,.1a_1e ."ed, IaIIc1w VIpO'
tIlIad.r mlIIIlAII~l. .-.mInIInraIiaI'Is.
3,03 CLEANING
A. Rem..,... nth " MriI r",", reor iMublOl SlIt.
_ prior ID lhll.,ar:atlDll of ltle I1IQ"M rnembrlnll.
3,04 PROT&CTION
"" I,.stalled INIlII~Df1 sh.JII nCI tit left .-pallid 10 !he
"''''Ir. Illhllllle c;gw".CS .nd walarpfCIGfId ill
onCll.
8. AI.....-d edgIIleft . fie _ at .. rJayr. WIlIfl51Ta1
be ~ ..-:l by liIIDCla fIIIlIlrIt lft.mbr;n.
.,aIM......., 1IelrlUlIm'IIIlf _tIQ _In
plact, AemOVI ~hi. m.lI1brlM 1,.1 -h," WD~
...,11I-. rr.stIIIed irI~ Wh~ ". becDm. ~
IItdJor dIIm9d !ll\ll1Ie IIfNM!CS II1d ,.- .
dd IIld dry IIlIIIwiaIc.
c. PrCllKl inaiIIIIcI nutaliOn "'"' lI'IrlftNe rrolll tOOl
1rI111c__"...bru*tg..... ~
1IUdl. ~ if! .... ..... -.y ."." ,.,.Md
_c.3Mdpi8G IIlUl ""' 1I1d. nsaIa&Ian.
,,;
AIIIut~ . .,'. :' .
As we enter ~99'..1hl yelr of .... Oly,"pl;1 In
... _ . ~ ... ~ 01 (IIJf c::DftIIt1Itn'I
and 1IIPia!IIIsa.1ft ~ .... ~ iUIIon
praductr.forthe amStI'uclion and IetNrtl al nny
.....~..., 'ri".
QnI Ill... ~~s ICIng DarN.1Iame at
........,. ~ O~CIIISlNdId in
the 1~.~.tcnJ.~ ~ ..._,.
or ,.IrOfttJf1~.~ '~:gat under "1110
~~~~ ...,..,..car-
POrf!i;, ''',;t,r,g~' I 7..~.P.:#Ir.e,~' oj 1-11-
ACfoaiII~.-. .:'?IJ;~ ~ Ind
~.... 'o~~..-en
Ile.Plit~.~. "! ,.... . ~~~
~.~. .'. :'~'-"Dn-
:~"i .. .'. " . ~'iRsidr!.
..- .'.:" s,~'~
:. ".1. '. .. .'
1.1...... ': w., ,_,
l
Atlas Roofing Corporation
, ns The ~changet Suite 160
Atlanta. GAOrgia 30939
_llJIoJ!.-
u. UA." It.U...........,....., ~
__O~T-20-2000 16:16
P.03/03
D722D1A TL
Buy6ne 2130
-;.'""
ACFoam--n features the Atlas dC5ed-c;e1l
pclyiso core integrally laminated to heavy,
b)8~k (non-asphaltic). fiber reinfarced felt
. f~cers. ACFoam-D has a perfonded facer on
on8 side for use wnh hot appUed $YSlems and
a non~perforated side for single ply systems,
making this a universally adaptable product,
suitable for a \lariety of applications.
ACFoam-U is also avaalable in 2S psI formula.
ACFoam-U is sp8Q'fieally rlcommended for
hot asphalt or coallar BUR, modified
biNmen .nd singl.ply membrane systems,
(See BUR, Modified Situmen. and Single.
Ply Systems pages 7. 8 and 9.)
CClfllp/i*lM:D:
- Fedef'll 5pecifinUon ""+'9721GiN Ind HH-I-'Im
CIa!! 1.
. AS1'M C:12&95. fjplll.
, MlIln1-D1fe CUllY. f11Dlidl1 P11Idud. COl'iIllll.... DOIIlL7.
. Cllno",", S~t. IrlSulallDrl ~_ scanOudr Md Tille if
FCJlM F1elftCl\sbifty Crilaria (UalrlM ITC: 1231).
· soeA, ICBO, ar4 SBCCl58cIianC 01'1 F., Ins&AIIIGn.
. CCMC Na. \a4&4.L
. Mcf!lI CANIOGSB SIandMII,
,- -'-FM st.JnrAMI~ ~~
ACFoIm-II iIi ~ lor CII,,' 1n."UIMId -. WId . aan
Q'W1a ~d gypMIIft ,_ cIedc c:arlIiln.IrlUn .... 8DIt, I-eO and I-Il
Windtlorrn a.miftcaliona (may be "'DppM ar ""IlI'!."rc.,t
Itsll!ned fll a:lNnle root iIc:I&), Acrer " JIM ~ GuidI
hI!' _its on ~ __m,
UL SI:andn '251 CSa!l~IIIUQon:
Il1Iulaltcl m.1JI ~flCk eo""NCdan ~ - Cantlru.
Il2D IIId r123.
lJL 5bMud I. c:Ia*i.-lian;
CIa" A WlrIUI "'o.t& ,,,,, III~ IJS*M. See UL Il6ffn I
M,.~ D"~.
UlSlllnllar1l 2&1 F'", Reridin. ca.r'11allDn (AmI 1'111)
Some dasslllClllans '''' rn ~ ill PZ!I.. !t2:XI, 11I2$,
P2S9. P2&3. psae. P510, PS1.. P7a,. P110. P7l3. P71i,
P'7111l, Prig, P72a. Pla P723. f'724. P7U, P727. P72i.
P7U, P730, P13Z, Pla1, P81., ".15, P117. Pll., P"~,
p~ 1nd P82A. $.. Ul. FIre RdIMce DnnIrv ror U~'l:I'
~.
UL ,,' CWIIlRi:
Insulal.d Flaa' Qec:k ~!1elllbli" . CO"llruc:tio" 'eSt..
w_ CANNt.c.S12&M08.
ACFoaM'-1D also featuf'lS the dased-cell
polyilo foam cora integrally laminated to
heavy, coated glass fa08ts, ACFoam-nl.
which fea1ures a taugher fac;er and is more
dimensiona11y stable. is speciflCllly designed
for aU single-ply. cold a~pliQd BUR and cold
applied modified bitumen membrane sys.
terns. (See pages 8 and 9.) DO NOT USE
WITH HOT APPL/BJ MEMBRANES, I.f.
COAL TAR OR ASPHALt ACFoam.m is
alSo available in 25 psi formula..
C8mp~
. FederII SplAratlalt HH-I'1m12, 01....1
· AITM C121f-15, 'f~ II.
· ce~ ,24zs.l
FM s-... 4Ii8IM7I Apprri
ACFII!III\oDI if ~ lot au. , irllulllld -. 'ftlId , __
ala IIMI gypswllDGl deck aan&It\.IallClfllGr bolh J.eD IUld I.to
Windllarm CllSItftl:lllGftL A.,., ID AI ~ppraval Gu1cll! far
de"'. on...Iie....
.cFclam.m IS IDIIftd bf - Dr IlIllI'I ~ tl 'a1efl\ IS.DII1.*-
ACFoam* Aecover Board is pan of 'he
Atlas family of thermslly efficient polyi$o
foam board insulations. The foam core of
Recover Baard is CIus 1 fire rated whic:h is
covered on bQth sides With . heavy, strong,
coate" fibrous facer.
ACFoam Reoover Baard is speCifically
designed fer use with loose-laid ballasted and
med'tanicalty attached singllJ-pIy systems as
well as cold applied modifiad bitumen and
cold appfied BUR system6. Its primary fune-
tion is to provide 8" improved substrate for
the reating membrane in r.cover applica-
tions. Check with the membrane manufac.-
turer regarding approval$ of this procfuc('lS a
membrane substrate. DO NOT USE
RECOVER BOARD FDR J:lOT APPLIED
ROOFING SYSTEMS.
,...,1IGInl ~ ecwr.tIIII.,.. II' 11Ift .... "''''I5.C1,DJ1,
~WR 1\" a.1in~ CGrparDt.IO..
~ 10 JllIa.!JGlUs.avew.
UI1ID BY: _a........... D.n1 r... ill
SouCIIM ........ "".. "................,....
IaItlWk o..IW ~..... rut.....m
Sa"~ TOIlS ~ ..........-c...
ND.QA_
T..... pc; AlN E ... 11 IIliIMaIe "'1-
r..","" WI.. 'YS or lea
s..... Dtv...... bOG 451.....
· (1'11I4IIII ~... ,....lI'l """'"
&
~fIjG CCIAPCIlATlON
3
TOTAL P,03
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P.01/03
.~000 15: 06
1895 Piau Orive
suite 220
Eigan. MN 55122
651.40&-&.00
551.905-3618 Fa.1;
"FAX COVER PAGE
TO:
FROM:
FAX":
~ c..t ,2.000
~O'a lt~+t."',~~-
lo~ ~od.
tt~2'~ ~41- '4GLI~
.
DATE:
NUMBER. OF PAGES INCLUDING nus COVER. LE1TElt: .3
SUBJECT: ~\~cz.\"* \)J~\d. ~~~ 1I-~O{-l-. ~ ~eMlVks I
IP ~OLt f14:.'\ '-"fy ",LI2R p~tJ1 fr~ Dow; :r;-M~tJA ,
_~+ t')\tl Krnw ~ -:I: L~U FPr~ -+0 "Ou ..
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~ -+ -MA.-;'~tW'f f2epcA... ~-+. 40. ~~. .rv1eber~
~M.-
IF nus fAX TRANSMllTAL IS NOT COtdPLETE. PLEASE CALL
OUR. OffiCE AT 651-406-4400. mANK YOU!II
.~000 15: 06
P.02/03
STCR~~
Twin City Testing Corporation
882 Cromwell Avenue, 51. Paul, MN 55114.1n6
(55'> 64S.3601, Fax: (651) 659-7348
TO:
PROJECT:
Mr. Tom Sand
Wensco Inc.
RHS Building
1895 Plaza Drive - Suite 220
Eagan. MN 55122
FOUNTAIN HILLS SHOWROOM WAREHOUSE
PRIOR LAKE. MINNESOTA
DATE:
November 30. 2000
PROJECT NO:
030238
VISUAL OBSERVATION OF STRUCTURAL WELDS
GENERAL INFORMATION:
Date of Observation -
September 21. 2000
Visual observation of structural welds to
determine if they." meet the quality' and
workmanship requirements of Table 6.1 of
Section 01.1-00 of the AWS Structural Welding
Code.
Scope of Inspection -
Observation Personnel -
Ronald Wappel, SNT-TC-1A. Level III
Technician
Location of Observation ..
Project Site
TEST RESULTS:
Visual observation was performed on' the fillet welds joining the bar joists to the wall plates. The
following are the results of our observations.
Line uA" mezzanine to wall plate welds on joists #3,4 & 5 are approximately one inch long rather
than two inches as indicated on the drawing. The welds extend the full length of the bearing
surface between the joist and wall plate and are acceptable in quality. but are too short because
the bearing surface is too short for a twcrinch weld.
Infom'lalion iIIld 8taI1ImenIB in d1is r-pgrt .,. derivlld fRlm material. k'tla~ tlndl'0I' ~one IUmllMd bv fh_ cl\enl 8r'ld elI1:lude any 8ICpr...-d or I"'plled wlr_lli.. 's 10
Ih. ijlneu of !he rnal-ritlll..tecl Of .".,~ fclf any parlJctMar purpoN Of UIe. ThIs rJlPDltIl the COI'l'~ property of our I;llent and may nat be UHd 10r ~ti$ing J1urpoael.
TtII8 report shaU no\ be repltlduced lIIlC8pt In lull, WIlhouI written ~ of thI5 IlIboratary. The recording cI "IN. fIctlIloue of Ir..udlJl8nt stalemenlS 01' ll(1\flea on this daun~1
may be punistlecl 88 . leIar'ty under Fedet8I ~ including FedOral t..nv TIIte 18, ~ptIilr 41
.4d000 15: 06
P.03/03
PROJECT NO:
030238
DATE:
PAGE:
November 30, 2000
Two
VISUAL OBSERVATION OF STRUCTURAL WELDS
TEST RESULTS:
Line "e" south end roof joist to wall plate welds are not as indicated on the drawing because the
pockets in the wall blocks had to be extended to accept the roof joist and the plates were not
extended. The center of the joists are bearing on the wall plate, but the fillet weld joining the
joists to the plates could only be made on one side of the joists. Short fillet welds were used to
join the other side of the joists to the wall plates on the front and backsides of the bearing surface.
The welds made on the side that could be welded are more than double the length required by
the drawing and are good quality welds.
Lines "B" and MD" southwest end, wall pockets and wall plates have been extended to support
roof joists. The welds joining the joists to the wall plates at these locations are In accordance with
the drawing.
All other welds inspected are acceptable. This includes all joist to beam welds, mansard roof
beam to wall plate welds. deck to joist welds, and joist to wan plate welds other than those noted
above. Approximately fifteen percent of the bolting on site was inspected and found to be
acceptable.
REMARKS:
On September 22.2000, we recommended that the welds with inadequate length documented
above be reported to the structural engineer and repaired in order to meet the requirements of the
project specifications. It is our understanding the structural engineer was notified and Instituted
corrective measures to the welds in question. We were informed through our phone
conversations with you that the corrections were inspected by the bUilding official of Prior Lake....,
and approved. We were also informed interior finishing has covered up the areas in question. If
you have further questions please feel free to call Mark Straight at 651-659-7447. Thank you for
the opportunity to perform services for you.
STORK TWIN CITY TESTING CORPORA liON
b.~<,./~
David C. Fitterer
Level III
001 ~ (
A.~-rC1J) "2-'1100' ~
Sincerely,
IntDrmallon and stilCemllnls in this report are ~rMd from rnahlriolJ, InformaUon ~ lIp8Clfic:atIDm 1umlehed by !he eIlenl and oxducI8 wry 8lCfl1'tlsslld (tf' Implied Wl1~'''' as Ie
the fitnea oI1he monrllll tested Or ~Iyz&d for any pilrt1cu181 putpDS(t 01 un. TIll. ~, is tI'le OOI'\rJdentf.J property of Q\1r ellenl and maw nn'IM IlMI1lr'1r :vtl.",.,.... ..,,__
T~I. ......... ."..11 "AI"6 ___....._6.. ........ ...... . TOTAL P. 03
. d000 11:49
P.01/03
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........... fa
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(
"FAX COVER PAGE
1":... "'
DATE: -Od- 2- C>o ~-S-OOJ
TO: -"Bob \!y.t~~^~.
FROM: --r~ ~cJ,J.
FAX'; ~5~- ",./47 - 4ZLlS" ·
NUMBER. OP PA~ INa.UDJNGnDS COVER.UlltiK: ~
SUBJBCT.:.. ..:Fq,.,,~'~:~~~'.+'We1cl
.Je~.\-. ~,.t -., ~~..,tY4i#.-;'.:~'
~A:i~. ~~~, j k :3 ~..2.. ~\.. \- ·
_~~lH ~'" -=t>li.Ase LA.-ll
~~..
,.,-.,
IF THIS FAX TRANSMIlTAL IS NOT COMPLETE, PLEASE CALL
OUR. OffICE AT 651-406 .~OO. THANK YOU! II
,r
.J-d000 11:50
",.--..
DOUGLAS R. IVERSON. P.A.
8550 VORK ~ve_ so,. EDIN4. MN 55435 (&12) 920.2330 FAX (612) 92G4493
FAX
Da.te: October 2, 2000
To:
Tom Sand
(651) 9OS-3678
(612) 920-4493
From:
Doug Iverson
RE:
WAREHOUS~SHO~OOM
WBNSMANN HOMES
PRIOR LAKE, MINNESOTA
Memo:
.".-..
Enclosed is sketeh SK00930s showing showing an c:ctcnsion of the bearing pia Ie and and weld
for the three joists in your fBJC today. I have usumed that the joist relationship to the plate is as
shown resulting in only 1- of bearing. If the channel that I have: shown caMot be installed as
shown, please advise. If the reason for Daly 1" of bearing is because the plate has been set too
far back from the wall edge. we may have to extend the bearing plate forward instead.
Please can if you have any questions.
,r"-
P.02/03
@
_ -d000 11:50
P.03/03
~
DOUGLAS R~ IVERSON, P.A.
Structural Enlineers
6550 York ~Ve"ue South
EDINA. MINNESOTA 55435
(612) 920-2330 Fl. (&12) 920-4493
JD8~..:J5M."". Pill.' L" If L
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P.el5/el5
'4745 South Robert Trail Rosemoun., Mlnnasota 5$068 An~it 612 423-' 144
.
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business Name: ~-..-. \. ~_ _ \\ ~'''' , ~.LJ~. ~...,__,_........ ~i'c ^r.1c1rr.IIl~; ___,.......... ...._... .. ..... "
Device Localion: ....:fr\.~\... ~ ~ _., Isolalc5 Whaf Sy~'cn'~ ..._....~........ _ ......
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Clo~ltd Tic"t
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f.._.__ r ) ~i"n .nel .h.11: I )~yier, I'=-K.
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TOTAL P.05
. :i91 08: 16
6123226147
GENZ-RYAN
PAGE 01
Fax
To: ~~~;WS-,,~~~~.__
Co; ~ ~ ~ .. Co: Genz-Ryan Plumbing & Heating
Re: Phone: (651) 423-1144
Date: Fax #: (651) 322-6147
(651) 322-1469 Service Department
o Urgent
D For Review D Ple..e Comment D Pie... Reply
o Pl.... Recycle
COm......ta:
I( f),.)'1 I It,p I;~~,I ~er /~#&.....,."..
h"tIt. .if~ 4 ~,r - ~ ~"dK"
,
---
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... rI
NUMBeR OF PAGES (INCLUDING COVER SHEET):
7
~991 08:16 6123226147
GENZ-RVAN
PAGE 02
t-'.Ic:1J
I NSTA.LLATION
INS.TRUCTIONS
LF24-1.00/400
UNIT ......1f18
&03,mM
MID
S~-A. .7
'1l'm)T~
l..llJ'RIbIl.ItOll.
Ulna U,8.A.
JT~..:.~f ~_nta
Unit Dlrnenaions , . . . . . . . . . . . . . . . . . . . . . , . , . . . . . , ' , .. 1
st\ippi"g '. , , , , , , . , , , , , , , , . . . . ' , . , , . , . , , , , . . . . . . , " 2
AequlNtnBnlil . , , . , . . . . , . , . . . . . , ' . . , . . . . , , . , . . . __ . ., 2
Unit He., IrI8taI~ ' . , . , , . . . . , . . . . . . . . , . , . . . . . .. 3
~ i \lwtl1Iian Air -,..... - . . I . . . . . , . . , . . . .. 3
Roldan or Induced Draft ...., . . . . . , . _ , . . , . . . . . , ,. 3
"""ting ....,."". - . , , , ' . , . . , , _ _ . . . . . . . , , . . . . , , " 4
Leak Check . . . , , . , . . . . , , , , , , , . , , . . , , , . , , , . , . . . . . ' , 8
S1art-lIp Oper.-ion . . . . . _ _ . , . . . . , . . . . . . , . , . . , . , . , . .. II
Heating sequence at epetallon ... _ .. . . .. __ . . . . . .. .. '1
Ignition Cofltroi LED ...,........ I . . . . , , , . . , . . , , . . . . "
AdjuatmeAII , . .. .. .. . .. _ _ _ , __ .. .. .. .. . __ . .. _ .. . . .. 12
Service ......."" _ . , , . ' . . . , . , . . . . , , , , , . . , , . . , . . , , 3
Typical Wirt"l CiacJ'..... , . . . , . _ . . , , . , . . . . . , . . . . . . , _ . . 14
Elec:trical CO""8C'Iiorta ',..."......,.."""...... _ 8 Template .' _ . . . . . . . . . . , , . , , . . . . . . . . . . . . . . , , , , . . , ., 15
.. Conn8Clton .. .. .. . .. . . .. .. .. .. .. . . .. , .. . . .. ... .
RET~NTHESEINITRucnQNS
FOR FUTURE REFERENCE
JI
~
Do not atore or use g..ollne or
other flllJllm.ble vapore and liq-
uid. In the vicinity of this or 8fty
othw appliance.
Inatallation and service must be
performed by . qualified in..ner.
Hrvice agency or the ,_ euppU.r.
A WARNING
...
A"....
e
WHAT TO'DO IF YOU SMELL GAS:
· Do not try to light .n, .ppllance.
· Extinguish.ny open "ame.
· DD nat touch any electrical SlAfJtc:h; do not
uae any ~ In your bu~dlng.
· Imm8dla.ly call yoLlr '8. auppller from 8
nelghbort. phone. Follow the g.. suppU..
.r's in81:ructiona.
· If yau cannat. ...-ch your g.s ."ppller, c.1I
the fire d.,.ttmenl..
.I
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6123226147
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1.:~H,t.I!' ~.... .':: .... ..... ..... . .:' .;,,';-:
The .....r 18 camplele'y _"'bled with the following
parts pllCke::i intlde: installation and aperating
i'WtNdims. warranty certificate. and flue transitian
ece. Check the un" for shipping damage. Tl'!e rscei'Ying
party ahoula C~"t.c:t the lut clrrier immediatety if .ny
ahipp'1\9 damage is foul'ld.
~~'''''ta'''''~GA'' ":.:~:.,~:.: ...:.... ,,' . I
Inatallation of Lennox gas unit h_ters must conform with
focal building cod.. or, in the abse"ca of local QOdes. with
tn. current Na11on.I Fuel Gas Cad. ANSI.Z223. , .
Installation in aircraft hangeMll'T1U8t be in accordance with
the current Standard for Aircraft Hangers ANSIINFPA No,
~9.
InataU.tion IrI parking structure. must be in aCCDn:lance
with the currant standard for Parking Strudures
ANSIINFPA No. 88A.
lnS1allatian I" f'8pair .,.rag8. must be in aa:om.nc:e with
tne current Standard for Repair Garages ANSIINFPA No,
889.
Authorlttea having jurisdictiof1 should be consulted before
inetaflation, AJrforcamtution and wartilllion must conform
to the rMthada outMned in ANSI 2223.1. ..cion 5.3. Air for
Cornb~tiart and Verwtilalion. or applicable provisions of
local btAldi~ ~.
1" National Fuel aas Code i. available from:
American National Standard InstitIJte, I"c,
'43C Broad.,ay
NINr York, NV 10018
Thai. I.Inlts are A.G.A, (American Gas As5~.tion)
design oertified. Th_e unit neaters are certified fer
Inatal1a1ion to combuatible material as liated in table 1 .nd
on Ltnit rating ~.te,
Acce..bili1y 8"d I.rva clearances must be obleNed in
addition to fire prat8ctign clearances,
All electrical wiring and grcund for unit must be in
aCQordance with the regulations of 1he currEfrrt National
El8c:trlr; Code ANSIINFPA No, 70.
The National Electric Code is available from:
The NaUonaJ Flre Protection A880Ciatian
470 Atlantic Avenue
Bastan. MA 02210
fiiequlr.menta .. ca. . '. I
Thelnstructiona are in1ended only as B generaJ guide and
do not aUPflraede lacal codss in any WIly. Authorities
....vitlg jurisdiction should be c:cnsult8d before
Uallatlon. The insblltation ml.lst canmrm with local
bUNding cOd.. cr In the absence 01 local cad.., witl'! t~e
GENZ-RYAN PAGE 03
P,02
currem cod. CANlCGA.Bl.I.1 -Installation Cod. for
Natural Gas Bumw,g Appliaras and Equipme"r and
CANlCGA-B148.2 "'Inatallalion Code for ProPBne
Burning A~.nceil and Equipmertt.u All .tectrieal wiring
and gl'OlJnding lor the unit must _0 comply with the
Canadian Electrical Code CSA 022.1, cunvnt edition.
These unit h..... are C.G.A. certified tr:rtt'l! cI~ fa
a>>mbuSlibJe rrRterial isted an the rating pia" and table 1.
Adequate durance stili be prI)~ .~urC the ~~ianc.
and iIIQftJ air openings il'lO the carnbUstior1 chaniler.
Pravision shaI be rrwJe for Iervi:e 8CCeSsibiity to the
heater. NcI8 that fire ~ ~ may be
~ to ~ additional ~ for I8Nice and
acc8i5ibillty,
PUBLIC GAFlAGE=
1- In a storage area, cJ8818ftC8 'rom helltel"ll to
combu~lbl. mate,.. m.,.t be suct'! ''''.t the materi.1
shalf r1C~t attain a temperature above 1 so-F by
contln",ou& operation or lhe Imil
2- Eight feat minimum clMrance from the ftoor to the
bottom of the h.lter r\'1Uat be maintlUned. Refer to the
CANfCQA-B1G Codes.
AIRCRAFT HANGER:
1. In an .re. whare a;rcr8ft aM houaed or aerviced, '0'
minimum c1arance from hlgh..t SLI rfece of aircraft to
bOttom of tt. heater muat be rNinrai"ed,
2. In other .,.5, 8' min Imum clearance from the flcor to
bottom of heater mUlt bIa l'TIBintainecl.
3- Heaters aPtQuld be located 50 U 1D be proteclad from
damege tram aircraft or other appliances needed for
senricinl of al~r.ft Refer 10 requirements of 1he
enfatcitlg autp',arltl.s.
In 8 confined area, thR h....r mullt be inatalled in
accordance with the CANlCGA-B1G Code_, Be aura to
c~k with local code. and ordinances for IIddllionlll
requirements.
TABLE 1
UNIT CLEARANCES
'd_ ....'
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'~745 Scum RObertTrail Rocemount, Mi,"nesot8 55068 Area 851 C23.1144
Fax
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Gent-Ryan r'tumbing & Heating
Date:
'hone: (651) 423-1 '44
r:_.~ (651) 3~..s147
(651) 322..1469 Servic:e Oepartme"'
We:
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JAN-03-2001 17:06
P.02/02
I"IV. '='~l ~. ~
14745 South Aobe" nail Resemount, Minnesota 55088 Area 851 423.1144
January 2, 2001
Tom Sauds
Wens eo, Inc.
Re: Fountain Hills
Tom..
No verbiage as we discussed. in the manual. Here is a suggestion:
THE ABOVE ''RAM' ALARM WILL SOUND WHEN CARBON DIOXIDE LBVBLS
REACH 800 PPM. D" ALARM SOUNDS, PLEASE OPEN DOORS FOR FRESH AIR
AND CALL G:ENZ-RY AN PLUMBING & HEATING FOR. SERVICE AT
651-423-1144.
The a1mn is not adjustable. I have ordered an additional alann. which should be here in
a couple days. We could go with different second alarm that would be louder, and take
some extensive wiring. But the liM almn has a silence mode that can be aetivated ifit
would ever go off If it gocs off tenants c:ould silmee and call us without customers ever
knowing. The alazm is only iDc1icating an indoor air quality problem.. Dot life threatening.
I will fax install manual to Bob Hutchins. Please call with any questions.
~~-
Todd Boyum,
Genz-Ryan'
TOTAL P.02
01/20/1991 15:53 6123226147 ,,_GENZ-RVAN
)~ELlL\n Y"TtN'SUK) bU ~ ~~ P~st-rF
PAGE 01
.
.
7671
CARBON DIOXIDE SENSORS
MODEL '4GS
Phone ..
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The .QI' =-nlOr Ihould be maumed in an area '''at is reprelentative ot the conditioned apace to be monitored,
Avoid drafty wlndo~. and doorway. d1at might tend to drrUle the atmolphere bei'1g controlled, MountinG height Of
l112 to 5 t..t (1.2 to. 1.5 m) I. r.commended bUt is "at orltlcal Ilno. carbon dloxld. diffua.. rapidly In air.
The 4Cl1 00111.. fGCQry conflgl.lred for 4--20 mA anaktg output, "voltage output il requlrwd. movln; the jumper on
th~ bade otu,. unit from If'. to Y will chang. the OUtputlO 0-10 VDC. The \loltage output may In turn be ohen;ed to
0-& VDC. Ihe ..nlln; ,.nge adJuated, ar,d the (optional) rtti.y .etpOint changed by UI. of the programming k.y. on
the back of ttie 4ClS and ita optic".1 LCD display. Units with no displ.y wUl require the CA.....KIY calibration key-
pad for adj..,ltment, A.fer to the programming manual lupplled with the 4G8 far configuration and calibration
lnatru;tJonl. '
IIODI!L . ...eRI.....DN
4Gl4lc.oe ....., WIth analog output only
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Impact ..mp.intl tube kit tor 4aB 8"'''' (order ..,..., .
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Cell"nft~ .,.-s with cabl. IIId connector f. ~. un..,
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Genz-Ryan Plumbing & Heating
R.:
Pllone: (651) 423-1144
Dat.:
Fax": (651) 322-6147
(651) 322-1469 Service Department
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LP19llEl19
LP:91 1661/80/10
~ROW DATA
Model Air Volume CIJEnecUve Throww
No. ofm u. '_I Mtlter
LF24- 100, LF2&-, 25 1900 895 80 :zo
LF2&-150, LF24~200 2200 1035 85 20
LF24-2l5O. LF24-3XJ. 44tOO 2075 80 24
LJ=24.345, LF2A-<<XJ lDl'htaw 'ermln.'.. whent velaolly r..ch.. 511 n, (15 m) Der minutB.
NOTE - ~ hcrtzElrW a.-. on WIlt III1tt1N a YlWiBIan In fIItIW McI &pnIId.
DIMENSIONS.. Inch.. (mm)
I ~............ ................ LP2..'00I.12.,~150.... .zoo.
. ...262_....,..... .... ~ ...". tw. ......
"NOTE - Two SpJInuIa.,. ftJrrIW-=I en ~-'OO,
LF2o$.12$. LF24-150 8f1d LE24I-2QD 1TlOdeI&.
. Four .poII'1U'. .,.. rumished on LF24-250,
lF24.3OC) LF24-3165 and LF24~OO modele.
.Furnished 01'1
LF2~-250,
ur24.300,
LF24.3.&5 and
lF24-.00
Mod.'. Only.
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EXCHANGER
END VIEW
INSTALLATION CLEARANCES
Top 8lnche. (152 mm)
Sides S Inches (152 mm)
Rear 18 Inches (457 mm)
Bottom o Inches (0 mm)
Flue 6 Inches (152 mm)
NOTe - Provide adequate clearance fOr' Hrvlclng.
318-16 SPOTNUTS
FOR UNIT SUSPENSION
eLI!CTRICAL INLeTS
rA
~I
H
INDVCED DRAFT
8LOWER
GAS
VALVE
SIDE VIEW
Model A 8 C D E F 0 H
No. In, mm In- milt In. mm In. mm In. mm In. mm In. mm In. mm
I LF24-100 31.5(18 795 32-3118 817 20-3/16 5U 10-1/2 287 19-1116 484 11-7/8 30' 3.',4 83 7-718 200
LF24.125
lF2...160 7.7/8 200
LF24-2CQ 31.5/18 795 32.3116 817 23.1/8 588 10.1/2 287 22.1/115 S80 13-1/4 337 3-114 83 8.11118 220
LF24-260 31~51'6 79S 32.:JI18 817 41-1/8 1045 3.11/18 97 40.1/8 986 17-112 ~5 3-112 89 8-11118 220
U:24-3DO 8.11/18 220
LF24-345 31 -5116 795 32-3116 817 41 ~ 1/8 1045 3-11/15 97 40~ 1/8 986 17-1/2 445 3-1/2 89 g.13116 248
LF2~ 31-5116 795 32-3116 817 41-1/8 1045 3-11118 97 40-118 986 22-118 562 3--112 89 ;-13/16 248
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LP:S1 1661/80/10
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WessrnaIUJ HOIDes
(651) 406-4400 Phone '. .:..
(B51) SOS-367,!,,",~)a,.:_.. 7 '-'."f""~. ..,.;-~ .,:..
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16.$1'... Dr. Salle 811" .
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www.we..."l1z....com
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Atteldloa:
Bob )I~/"/'/;'f"
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14745 SoU1h Roben Trail .RQ$emount. Minnesota 55088 Area 65' 42,3-1144
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'.1; (65') 322-6'47
(651) 322-1469 SaNies Depanment
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FACSIMILE COVER SHEET
THIS MESSAGE IS TO:
THIS MESSAGE IS FROM:
~ Rlesc.,h \
Name
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Name
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Company
1- IO-~OOJ
Date
bs-I- LI-~3.. ~
Phone Number
(6S1) 6S'1- 7'-+03
Phone Number
bS ,- 30)d--- bL'+7
FAX Number
(651) 669.734B
FAX Number
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MESSAGE:
Ma1t}
Here. ..5 ~t. rt5\JH- crt ~e WQffr '"'fes-f 1-'ot~n 0" J(1.^ g~
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Tft. documanta -=om,..ftYlng thl. tal,eopr transmission contal" col'lftdentlallnformaUon whleh ....8.ny pr'vl18g$d. Th.
i"fcarm.tf~n I- I"'.nd.. ordy for the U.. Df the r.I,lent ".",eet abOVe. If YO\l MOVe! receIved thl.ln .rror, pl.... notlfy us
imrnadlat&ly.ncI w. Will arrana- tor r.t\lr" of ttle 40DU",__tII. YoU... h.r.by ftallfi.d that ."y dl.cJ..~r.. C:QPyh~l. clJ.trlbutian,
Dr the tlkl"_ of MY .ctlon i" "en...ee on th. OO"_"U of 1he tt:IKVpied infounatloft I. etrlctJy proh'.ltad.
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CONTACT: Te~ ScAtrsitlr
AN~~J'S
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uin, VA II' tJm.T cppmv.J "..,1ttNlal",Ies tJIJIl r_ ruulu .c..., 'IpGrlftl Oli M "ar ree;'iy~~" 611.I;" ..,tI.'1
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fu"'DIU ar c~..t... n'lIrtli..g rltis "epfJn. Sp.~"""" UlbJ, Inc. .",elo"I'" G~pD1'ItlIli1'J 'a prtniJl.. this
IIIIIIl)tte.J J.rvic~ for ~...
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Ar. ...1IMIl ,..,.nl,... '*', ,."',..... .,....... ". 0W/I',1IIIJIIlq ~ !till) ., ... '.JfIfI4~.- ..." '" /till .....' .1Cr",. ...,ltoff.".
111. A",.,..,. .,nte """...." c"." _/ ~,,',.,n'"
TeTRL P. B2
P.O. Box 27376
Golden VaDey, MN 55427
SCOTT D. KNEEN, P.E.
REGISTERED MECHANICAL ENGINEER
Heating, Ventilation, Air Conditioning, and
Plumbing Design
Phone: (612)-849-9078
Pager: (612)-901-0675
October 15,2000
To: Robert Hutchins
City of Prior Lake
16200 Eagle Creek Avenue
Prior Lake, MN 55372
RE: Fountain Hills ShowroomlWarehouse 00.04tvj
Prior Lake, MN
Dear Robert,
As per our phone conversation, I would like to confinn the following four issues we discussed
and also advise Todd Boyum with Genz-Ryan.
Issue ##1: Outside air for acceptable indoor quality. ShowroomIWarehouse areas are provided with
1440 CFM outside air to satisfy ASHRAE 62-1989 for 96 occupants (continuous) or 192 occupants when
peak is 3 hours or less (page 2), Architect anticipates 10 employees and 40 customers at peak occupancy.
If you do not agree with this design, Genz-Ryan will install a C<h sensor and alann (set for 800 ppm) to
alert owner of1Jrn:.~le COZ levels. (See page 4 - 1000 ppm continuous.)
Issue ##2: How will Genz-Ryan verify outside air in the amount of 15". is achieved? Assume manual
dampers set on day when the outside air is -50F and return air is 70oF. Genz-Ryan will open damper until
mixed air temperature is 58. 750F.
M,A. temperature = ,15(-50F) + .85(700F)
= -.750F + 59.50F
= 58,750F
Issue #3: Combustion air for each Unit Heaters. Provide combustion air intake area greater than or
equal to the flue pipe area.
Issue ##4: Re6ef air from lower level east oftiteS.. Pro-vide a lOxIO-relief-grille (1I2"xl/2'.'.egg-crate).
and a IOxl0 relief duct from each office. Grille and duct will transfer 120 CFM at a duct velocity less
than 250 feet per minute,
Please call (612) 849-9078 if you have any questions,
Sincerely,
t>>tt l). '?< ~
Scott D, KneeD, P,E,
Copy: Todd Boyum
Genz-Ryan
9 +8" g 9 b f
TABLE 2
OUTDOOR AIR REQUIREMENtS FOR VENTILATION. (Continued)
2.1 COMMERCIAL FACILITIES (offices, stores, shops, hotels, sports facilities)
-
Application
Commeats
Estimated Maximum*.
Oecupaney
PIt. It or tOO ...1
RetaU Stores, Sales Floors, aDd
Show RooID Floors
~ent and street
. Upper. floors
Stqra,ge,rO<?!ps
D' ms
des
d receiving
Warehouses
Smoku,glounge
S~b:Shops
30 20 10
100 25 13
70 25 13
60 20 10
150 20 10
150 15 8
70 15 8
100 15 8
100 15 8
150 15 8
10 15 8
dml
person
30
2()
15
20
4-''1
60
Outdoor Air Requirements
LIs. dmlltl
penon
Lis. m1
25
2S
20
8
15
2S
IS
15
0,30 1.50
0.20 1.00
0.15 0.75
0.20 1.00
0.20 1.00
0.15 0,75
0,05 0.25
30 Normally supplied by transfer air,
local mechanical exhaust; exhaust
with no recirculation recommended.
8
13
8
8 Ventilation to optimize plant growth
may dictate requirements.
0.30 1.50
8
8
1.00 5.00
8 When internal combustion engines
13 are operated for maintenance of
0.50 2.50 playing surfaces, increased ventila~
tion rates may be required.
0.50 2.50 Higher values may be required for
humidity control.
-"7 ,. ; . ! /;
e..-- L/ L' ,-,.
~\
Special ventilation will be needed
to eliminate special stage effects
(e.g., dry ice vapors, mists, etc.)
8
8
15
15
Ventilation within vehicles may
require special considerations.
Spaces maintained at low tempera-
tures(-IOOFto + 50 of, or -230C
to + 10 oc) are not covered by
these requirements unless the occu-
pancy is continuous. Ventilation
from adjoining spaces is permissi-
ble. When the occupancy is inter-
mittent, infiltration will normally
exceed the ventilation requirement.
(See Ref I8).
150
70
IS
25
.<~$61~21~~ribes supply rates of acceptable outdoor air required for acceptable
indC)(>rairqu81ity,These values have been chosen to control CO2 and other con-
taminantswith an adequate margin of safety and to account for health variations
~
cis, and a moderate amount of smoking. Rational
ppendix D.
tmeDt~ If the outdoor air con-
taminallt eve s.exceed the values given in 6.1.1 (Thble 1), the
airshouI~,~treated to control the offending contaminants.
Air3<?leaning systems suitable for the particle size en-
c()uDteredshouldbe used. For removal of gases and vapors,
ASHRAE ~AJU) 62-1~8~
r
.""").~~:W;~%D,'0\\f:~,\~',;:d'->'."
appropriate air-cleaning systems should be used. Where the
best available, demonstrated, and proven technology does
not allow for the removal of contaminants, the amount of
outdoor air may be reduced during periods of high con-
taminant levels, such as those generated by rush-hour
'CD
air be delivered to the conditioned space at all times the
building is in use except as modified in 6.1.3.4.
"'~~()p~dY~!~.~~~flil\Il1;~~)R~J"~B~~~t~9.' Under the
ventilation rate procedure, for other than intermittent
variable occupancy as defined in 6.1.3.4, outdoor air flow
rates may not be reduced below the requirements in Thble
2~U'Cleaned;recirculated airis usedtoreducethe outdOor
air,!J,pw rate below the values shown in Thble 2, the Air
Quality Procedure, 6.2, must be used. The air-cleaning
system for the recirculated air may be located in the recir-
culated air or in the mixed outdoor and recirculated
airstream (see Fig. 1).
The recirculation rate for the system is determined by
the air-cleaning system efficiency. The recirculation rate
must be increased to achieve full benefit of the air-cleaning
system. The air-cleaning used to clean recirculated air
should be designed to reduce particulate and, where
necessary and feasible, gaseous contaminants. The system
shall be capable of providing indoor air quality equivalent
to that obtained using outdoor air at a rate specified in
Table 2. Appendix E may be referenced for assistance in
calculating the air flow requirements for commonly used
air distribution systems.
6.1.3.3 Ventilation Effectiveness, E.: Outdoor air
for controlling contaminant concentration can be used
for dilution or for sweeping the contaminants from their
source. The values in Table 2 define the outdoor air need-
ed in the occupied zone for well-mixed conditions (ven-
tilation effectiveness approaches 1(0070). The ventilatio
effectiveness is defined by the fraction of the outdoor
delivered to the space that reaches the occupied zone.
Ventilation effectiveness may be increased by creating
1.0
v = Corrected fraction of outdoor air
in total supply
X = Sum of all zone outdoor airflows
divided by total supply
Z = Outdoor air fraction required In
supply to critical space
0.8
Y 0,6
Y = X/(1+X-Z)
0.4
0.2
o
o
0.4
0.8
1.0
0.6
X
0.2
Fig. 3 Ventilation Reduction in Multiple Spaces Supplied/rom
a Common Source
12
a plug flow situation. If the flow pattern is such that the
ventilation air flows past the contaminant source and
sweeps the contaminant toward an exhaust, the contami-
nant concentration in the exhaust can be greater than that
for the well-mixed condition. Ventilation effectiveness can
then be greater than that which would be realized with
perfect mixing. Local exhaust systems o1perate in this way.
With perfect mixing between the ventilation air and the
air in a space, ventilation effectiveness is 1000/0, With per-
fect mixing, Ev = 1.0. It is, however, not uncommon to
find some of the ventilation air bypassing the occupants
(moving from supply to exhaust without fully mixing in the
occupied zone) and achieving Bv values as low as 0.5 (see
Ref 26). Such flow conditions'should be avoided. The abili-
ty of the ventilation air to mix in the occupied zone can be
improved through recirculation or active mixing of the air
in the space. Additional information about ventilation
effectiveness can be found in Appendix F.
6.1.3.4 Intermittent or varia~le occupancy. Ven-
tilating systems for spaces with' intetmittent or variable
occupancy may have their outdoor air quantity adjusted by
use of dampers or by stopping and starting the fan system
to provide sufficient dilution to maintain contaminant con-
centrations within acceptable levels at all times. Such
system adjustment may/lagbr should lead occupancy
d con
occupancy. lcJl.q~lDW' -- . .Il fr"1blviler11~r,@nly.,wi
~~~pr."~~iu..r ...:1:~JJI1....ll~~.-~tYSh~rt-term
ltoal~..dJ~.'..-1It~1IDn;''!-...1}...~'11~1l~e~~.piled
peFi88t-ta.~j':~fi~6Ilfh.i'i........I~",,!,.+U,~~IMlfl<j'er\ir,
~,. r....A. ...M"....~-JIJ~.PJ!~~~)~..\Vh~n con-
I
,
1
~
ASHRAE STANDARD 62-1?89
(j;)
,.LI Quantitative Ewluation. Thble 1 furnishes informa-
don on acceptable contaminant levels in outdoor air. This
table also applies indoors for the same exposure times. For
additional information on contaminants in the outdoor air,
see 6.1.1. 'Dible 3 contains limits for four other indoor con-
taminants. Three of these arelimitsset_by_ other bodies as
dicated in the table. 'Fhelimitfor~.waSseleetediib'as~d
(} . . gQt~~tJ.~~,.
contaminants for which definite limits have not been set are
discussed inAp~J:ldix C. Th.bles C-l and C-3 do not include
all known contaminants that may be of concern, and these
concentration limits may not, ipso facto, ensure acceptable
indoor air Quality with respect to other contaminants.
ft~il'~" J I ] .11J.@~~~~~~~ water
vapor, particulates, biological aerosols, aDd othe~' contam-
inants. Ga.rooJlcdieD4~1l~fha.$t,:~~~i4~~;mJd
as..an..indigltor...()f:.~@~~.J~i;~~ijg~!~it~\~!"J1
PROC
_ ~teria.
2 n ro e y any me 0 .
tion, the effects of the possible elevation of other contam- \.....
inants must be considered. . .
In recent years a number of indoor contaminants have . ....
received increased attention and emphasis. Some of these
contaminants, such as formaldehyde or other vapor phase
,,orgaOO:^,CQnl~t!ate~,~a~~419Y JheJ1' . ,ts
contents, and its site. Another important group of con-
taminants is produced by unvented indoor combustion.
The presence and use of consumer and hobby products, as
well as cleaning and maintenance products, introduce a
range of largely episodic releases of contaminants to the
indoor environment (see Ref 30).
There are also complex mixtures, such as environmen-
tal tobacco smoke (see Ref 31), infectious and allergenic
biologic aerosols, emanations from human bodies, and
77
a, Compute the air capacity per person in the space in fe (m3).
b. Find the required ventilation rate, in cfm (Lis) per person.
C. Enter Figure 4 with these values and read the maximum permissible venti-
lation lag time after occupancy from the intersection of a and b.
100
50
~
50
25
z:
0
V)
0:=
LLJ 10 5 z
Q.. 0
"- V)
~ ~
w
u a..
.......
VI
2.5 ........
1
O. 1
5.0
0.5
10.0
,
0.5 1 .0
HOURS
PERMISSIBLE LAG TIME
Fig. 4 Maximum Permissible Ventilation Lag Time
ASHRAE STANDARD 62-1989
@
Ktoil~ft
GUIDELINES FORSELFhED'A~~~iAMtNANTs OF'INfioORORlm~'~.;~f
Exposure Time
Carbon Dioxide
Chlordane
Ozone
Radon gas
1.8 g/m3
5 ILg/m3
100 p.g/m3
4 pCi/L (29. 32)b
Continuous
Continuous
Continuous
J\?Dual Average
See Appendix 0
Reference 27
Reference 28
For existing houses that exceed
4 Ci/L see Ref 29
Comments
aThis level is not .considered a health risk but is a surrogate for human comfort panCles. AE also recommends its use as a guideline for other building occu-
todor), See Section 6.1.3 and Appendix D. pancies untilspecific recommendations for other occupancies are published byap-
Th~ EPA recommendation app1ies specifICally to ....deotia1 and "",,001 oa:u- ,..priate authority. \
emanations from food preparation. Precise quantitative t acceptable technology, and vigilance regarding adverse {
treatment of these contaminants can be difficult. To some i influences of reduced ventilation, must therefore suffice, !
degree, adequacy of control must rest upon subjective , Appendix C contains information on standards and guide- .
evaluation. tlines for selected air contaminants. Uniform governmental I
live :~~::oi~s:=~~::~::::~~~~:~~; l~=~~~:~::::~::;'
a, Compute the air capacity per person in the space in fe (m)).
b. Find the required ventilation rate. in cfrn (Lis) per person.
c. Enter Figure 5 with these values and read the minimum required venti-
lation lead time before occupancy from the intersection of a and b.
100
50
~ z
Vl 0
ex (/)
LaJ 5 a::
Q.. w
........ a...
~ ......
Vl
U ......
2,5
1
0.1
5.0
0.5 1 .0
~ HOURS
REQUIRED LEAD TIME
Fig. 5 Minimum Venti/ation Time Required Before Occupancy of Space
(f)
'1'&
':\'"
...
OCT 11 '00 09: 28Arvl t'lUJ\lALCO t'lF'LS 612 92~' 0236
SPECIALTY SENSORS
eX-! ,...,. P f\ i ',::",/'
-
~ ('", .i U;
, l\....~'~ _. '~.'
'I" ~ I .,~
CARBON DIOXIDE SENSORS
MODEL4GS
DESCRIPTION
The Texas Instruments 4GS Series carbon dioxide sen~
sors a,.. dependable, economical devices designed to be
used as inputs to building automation systems for effI-
cient cOntrol Of ventilation. Using ambient C02 I."els to
adju8t ventilation based on demand is recognized by
ASHRAE as one of the few ways to comply with both thQ
ventilation and en~rgy standards. The 4G8 Series pro.
vides an analog output of C02 concentration from a
smaU~ attractive wall mount package. An optional relay
output Is avaUable for direct oontrol of equipment, and an
opt;onai LCD display may be used for local indication,
For duet appJioations, the 408 may be combined with an
optional aspiration box. If the duct pr.ssu~ is positive or
neutral and air velocity exceeds 200 ftlm;n (1.0 m/s), a
Jess expensive impact sampling tube may be used.
t
FEATURES
· An.1og output: 440 mA .,.".rd
· F~/d ..lHtIIb. 0..10 VDC or tJ..6 VDC output
-24 VAC",DCpower
· "'YUf OIIllbtatlon IntervlIl
· Opt/OM' "".Y (progl'llm",."" setpolnt)
l"'i '."" I; ~~
\ ',II ,I:)
.1ExAs
INSTRUMENTS
C€
· Optional LCD d~pl.y
· No Initial olll/brat/on required
-,Small, attfIJctlve wall ,"our" ."~'osu,..
· Option.' duct ..plr.tlon box or sampling tube kit
'RC,tACATlONI' "
t . " .:1 , ~ ,\ . I . ".: I
(Power' ~~. .
I
I
I
"
, "
I~V'W .
18-28 V AC 50/80 Hz or 18.40
VDC, less than 3 VA
i
i S.n8lng method
I
1 Me..urlng fange
NOIR - Non Dispersive Infrared
0..2000 ppm standard. field
adjustable from 0-300 ppm
to 0-5000 ppm
~75 ppm from 0 to 1500 ppm
i:5% above 1500 ppm
i
Accuracy
Pre..ur. eHect
0, , 9-/0 of reading per mm rig
Re.,...bility
=8 pprn
Calibration inte",ar 3 years recommended
Operating condition 92aF to 1220F (aOe to 5OQC)
5 to 960/0 RH, non condensing
. '~ .', - . . '
, I Anal~g outP~t ..' . ,".' . '4.20'~~ into 500 ohm maximum
I load (standard), field convertible
I to ()"5 VDC or ().10 VDC with
1000 ohm output Impedance
Optional relay
Normally open, 10 mA to 500 mA
at 24 VAC or 30 VDC t
Field adjustable .etpoint 30a ppm I
to 5000 ppm,1 00 ppm hysteresi8 I
below 8etpoint I
I
Storage condition .40F to 158ClF (-20ClC to 700C)
5 to 950/. RH. non condensing
Case ABS plastic, UL 94V.0
Weight
Agencv approval
13 O~ (0,37 kg)
FCC par115 Clas8 A, ce,
@
, OCT 1 ~ ',00 ~9: 29~r.L 'M.INV,81.-.0~. f1PLS 612 '320 023 ..... ", ".. '. .. _~_.... :, ~".::," .' : '...;.." ~: 'j" ;,. " , , ",
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; l,u A '~lj:.J I d~il dlh..'tt. '!. ~) ..
Job Address . W-&t/CO
Heating Contractor &:c~~
Name of Tester 7;..
!-17-C!
-rt ~~
~
/J/(;
?, Jl /~
.301 "p
Date
Percent 02
Percent CO
Percent C02
Stack Temp,
Combustion air is adequately supplied per
UMC Sec. 606 ~
f ~ J
Input (V.
/ .'
i#\
Ge..~-~ya.....V)
\~ae'\.. Sc,\I\~~~~t
,,~ "'~ % <:::) '-
S.~ c.c"'-
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Job Address ~~<bS\~~~~ ,.- \
Heating Contractor ~l:..,-~y~ I, I ~. .
Name oflster ,~~~u.:-.. "'--~ rUlfIui ~
Date 301 ''-'-'-~'PO ~~~~~\A....
PimentO, ---,-'Q""~~.l~':"'_ ''\..\a'' " ~'-~\,~ \..\
Percent CO '-\.~~ ,~"'~\.~U
~ "'0 ~ ~
Percent C02 ~ - ~ 0/ '--
Stack Temp, ""- ~ '"" <:) ~. l. (::) L 0
Combustion air is adequately supp~ed per \ ~ "- ~~"'" <:... \0
UMC Sec, 606 Y e:. 0 <o~ ,-C ,~""'-~
Input \.,s) e " ~ ~ t) ~ t!:) (:) (:)
-:s:-~~~~ '
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LJ!-, I I ,c;oCJ' ~~
<...:, <t:.. '-"."1:.....- ~ Y ~
t:, <t.. "" ""'t.. - ~ )"<A'v\. '\.<... -=> v.. \:S ~ '" ~'I
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\..-~~~~(J
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~~~~
_'" '" \. \-~~(J
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Job Address '-\.. ~~ ~ Q~(\.\l '--
,~ , '-\... ~
Heatin9f~tpctor GOI\."t - ~ y ~"'-
Name of T~ler ,~,:){~~ ~'""~~~\:...
Date ,""','-,\ O()
'" .....-
Percent 01 '" a .._~
..
Percent CO2 S · \0
Percent CO " - ~~"^-
Stack Temp, """-... '- ~ <:)
~"""~'-.)~. \o~\~~
Job Address "'~~ ~~ "'~)~ ~~)~
Heating Con';Jf.o~ '1.....- ~ 0.. <Uo.
Name of Tester?o / ~
Date
Percent Oa
Percent CO
Percent C02
Stack Temp,
,"'---''- '-...,~ ~O
~J~ ~O.
<o._~ ~~
Cq.~ "'
~~,C
Combustion air is adequately supplied per
UMC Sec, 606 ye:..$
Input
'O~"bOO
/1'
I ~ ~ ~~
419/ 0, If ·
~ cc.. '-X:l.: ~ y~
'\\.~~~ ~~~,
,'-.,'-~""~~
<Q 0/ to (:) '-...
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~""~~~
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T~~~
't::~~~~
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'",
STO AI~@
Twin City Testing Corporation
TO:
662 Cromwell Avenue, St. Paul, MN 55114-1776
(651) 645-3601, Fax: (651) 659-7348
PROJECT NO:
Nove~~~.9~~
I' i"') I ~ .f r:J r;:'J . ---',-'
,I... ". I ~" /1 ---.
I j -~ ,'../ ) c- , . . ._" _
03020",8., '.'...j ..S I, Ii; /'i,l
Iii" NOV . Iii ',1
~~,'~.I ~j 2 7 2000 . /./,/1,.,/1, ' , .
1:/..'1. ~
i_ I, i .
t:Jy __ I, /;~
- ::::------
1-City ofPrlO~-.
--.:::;:-
Attn:
1-Wensmann Homes
Attn: Kelly Murray
DATE:
PROJECT: FOUNTAIN HILLS
SHOWROOMIWAREHOUSE
PRIOR LAKE, MINNESOTA
COpy TO:
SOIL, REINFORCING STEEL (REBAR), CONCRETE, MASONRY
TESTING AND OBSERVATION
INTRODUCTION:
This report presents the results of our observation and testing of the soil, rebar,
concrete, and masonry for the Fountain Hills ShowroomlWarehouse project located in
Prior Lake, Minnesota, Tom Sand of Wensco, Inc. authorized our work in the field on
June 12, 2000. Our scope of services was limited to the following:
1, Observe the soils exposed within the mass excavation for the proposed building
on an intermittent basis.
2. Perform shallow hand auger borings to aid in judging the localized subsurface
soil conditions,
3. Judge whether the exposed soils are suitable for support of the anticipated fill
and structural loads.
4. Perform intermittent compaction testing of fill soils placed to establish final
grades.
5. Observe the reinforcing steel placement within the cast-in-place concrete
footings and walls and to judge substantial compliance with the project
specifications,
6. Perform intermittent testing of site structural concrete placements (i.e. footings,
walls, etc.) for the building,
7. Perform intermittent sampling and compression testing of mortar (ASTM: C780)
and grout (ASTM: C1 019) during masonry construction,
8. Observed the masonry construction work on an intermittent basis and verify
substantial compliance with project plans and available specifications,
Information and statements in this report are derived from material, information and/or specifications furnished by the client and exclude any expressed or implied warranties as to
the fitness of the material tested or analyzed for any particular purpose or use, This report is the confidential property of our client and may not be used lor advertising purposes.
This report shall not be reproduced except in full, without written approval of this laboratory, The recording of false, fictitious or fraudulent statements or entries on this document
may be punished as a felony under Federal Statutes including Federal Law Title 18, Chapter 47
STO A ;.,IF)
Twin City Testing Corporation
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CONCLUSIONS: I 2 7 2000 ' Ii
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B~sed on our o~s~rvations, hand auger b~rings, and field tests, it-~-.nm-np~ t~~___.!
SOIls exposed wIthin the completed excavatIons for the proposed bUIldIng conslstea dt-=.~,
sandy lean clays. The estimated strength or apparent density of the observed soils
agreed, in our judgement, with that depicted by the pre-construction test borings
performed for the project by Maxim Technologies, Therefore, these soils were judged
suitable for support of the anticipated fill and foundation loading up to 2500 pounds per
square foot (psf).
030238
DATE:
PAGE:
PROJECT NO.:
The engineered fill placed to establish final grades was compacted to meet or exceed
project specifications in all test areas.
Prior to the contractor placing the concrete for the footings and foundation walls, we
documented the number, size, spacing, length, and configuration of the reinforcing steel
and other pertinent information to judge substantial compliance with the structural and
shop drawings. During our observations, or at the completion of rebar placement, the
areas observed were judged in general compliance with project specifications,
The concrete placed for the footings and foundation walls met project specifications for
compressive strength (ASTM: C39) in all test areas,
The mortar and grout placed for the block wall construction met project specifications for
compressive strength (ASTM: C39) in all test areas.
PROJECT INFORMATION:
The project site is located within the Fountain Hills Development just south west of the
intersection of County Road 42 and Pike Lake Trail in Prior Lake, Minnesota. We
understand the planned construction will consist of a two story slab on grade building
with overall plan dimensions of 230' by 240'. The building will have a 29,300 square
foot first floor with a 3,024 square foot second floor office area.
Finished floor elevation for the building was shown on the plan as 100'. We further
understand the footings will be placed to provide normal frost protection depth and were
designed to exert a net allowable soil bearing pressure of 2500 pounds per square foot
(pst),
During our observations, we had access to the report of the pre-construction soil boring
program performed at the site by Maxim Technologies (Maxim Project No. 9754408),
The report indicated the generalized soil profile consisted of primarily natural clayey
glacial till throughout the site. The topsoil depth ranged from Y2 foot in the area of the
proposed building. The native clay till are very soft to firm in consistency, based on the
penetration resistances (N values),
Information and statements in this report are derived from material. information and/or specifications furnished by the client and exclude any expressed or implied warranties as to
the fitness of the material tested or analyzed for any particular purpose or use, This report is the confidential property of our client and may not be used for advertising purposes,
This report shall not be reproduced except in full, without written approval of this laboratory, The recording of false, fictitious or fraudulent statements or entries on this document
may be punished as a felony under Federal Statutes including Federal Law Title 18, Chapter 47
STD AI~@
Twin City Testing Corporation
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According to the report, site preparation should consist of rem~vlng the su~ag~ ,
vegetation, topsoil, and very soft clays from the building pad ars~s_lQ.__expose the;'
competent soils. The underlying stiffer native clays should be sUitaETe"fof"bGttding.---!
--",,,,"'
footing support. Please refer to the referenced report for specific details.
PROJECT NO.:
030238
DATE:
PAGE:
OBSERVATION METHODS AND RESULTS:
Between June 2000 and September 2000, our firm observed the soils exposed during
the excavation for Wensco's Fountain Hills Showroom\Warehouse, on an intermittent
basis. In addition to observing the exposed soils, we placed several shallow (3~') hand
auger borings into the subgrade at the bottom of the excavations. The observed soils
and those retrieved by our shallow hand auger borings were visually and manually
classified in general accordance with ASTM: 02488, and estimates were made of their
strength properties,
The excavations were performed with large bulldozers and backhoes, The excavation
generally consisted of stripping the top ~' to l' of topsoil, removing the very soft clays
from the proposed building areas and then placing engineered fill where necessary.
The exposed soils, in the observed areas, were judged to consist of sandy lean clays
with various amounts of gravel. The sandy lean clays were of soft to firm consistency
and based on the resistance estimated by our hand auger probes. The observed soils
appear suitable for support of the fill and structural loading,
Based on off-set staking provided by the contractor at the time of our observations, the
excavations, where applicable, appeared to extend a suitable distance beyond the
building lines to provide satisfactory 1: 1 lateral oversizing. This oversizing is necessary
for the lateral distribution of the foundation loads throughout the fill sequence.
COMPACTION TESTING:
Twenty-five (25) soil density tests were performed within compacted fill placed to
establish the planned finish subgrades, on an intermittent basis.
The density tests were evaluated according to the Moisture Density Relation of Soil as
designated by ASTM: 0698-91 (Standard Proctor), The results of the tests, which are
attached, indicated the recommended compaction level was attained or exceeded for
the building pad, interior\exterior wall backfill, and the utility trenches.
REINFORCING STEEL PLACEMENT:
Prior to placing the concrete, we documented the number, size, spacing, length, and
configuration of the reinforcing steel and other pertinent information to judge substantial
compliance with the approved structural and shop drawings, As deficiencies were
Information and statements in this report are derived from material, information and/or specifications furnished by the client and exclude any expressed or implied warranties as to
the fitness of the material tested or analyzed for any particular purpose or use, This report is the confidential property of our client and may not be used lor advertising purposes.
This report shall not be reproduced except in full, without written approval of this laboratory, The recording of lalse, fictitious or fraudulent statements or entries on this document
may be punished as a felony under Federal Statutes including Federal Law lltle 18. Chapter 47
STO RI~@
Twin City Testing Corporation
PROJECT NO.:
030238
DATE:
PAGE:
November 22, 2000
4
~ .. '"' --....-----.. ~'.,.._.~....._,..............
observed they were immediately brought to the attention of the ~eneralcbntr:ai~J~~ r~'I-l;
and/or concrete subcontractor. .; . ,. III! ....Ii
I NO V 2 7 2000 'j;)
Durin~ our observati?ns. or a~ the co~pletio.n of reba~ yla?ement. tt"jt:i., C-a. r. e. a,.s o. bS. erved. L,. j
were judged to be In compliance with project specifications. Tht3J2g~~I~n-~-..QtJb_~___._. j
observed areas are documented on the attached reports titled Tests of-"Plasuc---..I
Concrete.
Due to the nature of reinforcing steel placement work, fluctuations of workmanship and
quality may exist even with careful observations and review. The field review consisted
of checks of workmanship quality and materials used. In our opinion, we performed our
services in such a manner as to have reasonable confidence that the contractor's work,
ongoing at the time of our visits, generally conforms to the project specifications.
CONCRETE TESTING:
Attached are plastic daily sheets documenting testing and sampling of plastic concrete.
Our engineering technician performed tests for slump of the concrete mixture (ASTM:
C231), air content of the concrete mixture (ASTM: C231) measured the temperature of
the concrete, and cast the necessary concrete cylinders for the purpose of compressive
strength testing. The results of our field-testing of plastic concrete are shown on the
attached daily report forms, These reports also indicate the concrete mix design, the
concrete supplier, the location of concrete placement, and the method of concrete
placed.
Concrete test cylinders were temporarily stored at the project and then submitted to our
laboratory for moist curing and compressive strength testing, The results of our
compressive strength testing are also attached. As future compressive strength results
become available, they will be forwarded separately.
MASONRY TESTING:
During the course of masonry construction, we periodically documented the number,
size, spacing, length, and configuration of the reinforcing steel placed in block walls or
beams, along with other pertinent information to judge substantial compliance with the
referenced drawings, As deficiencies were observed, they were immediately brought to
the attention of the contractor and corrected in the field.
The individual results of compressive strength testing of the mortar and grout are
attached to this report, The results show the compressive strength met the project
specifications in the areas tested,
Information and statements in this report are derived from material, information and/or specifications furnished by the client and exclude any expressed or implied warranties as to
the fitness of the material tested or analyzed for any particular purpose or use, This report is the confidential property of our client and may not be used for advertising purposes.
This report shall not be reproduced except in full, without written approval of this laboratory, The recording of false, fictitious or fraudulent statements or entries on this document
may be punished as a felony under Federal Statutes including Federal Law Title 18, Chapter 47
STO A I.,@
Twin City Testing Corporation
030238
DATE:
PAGE:
I:"-'.~-.
Nove~~r~,r ,)2600---,._., ..
II'~ li~~r- I [~i f --
5 ,f; .1>'./ L:J ~~ .! [' I,!
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PROJECT NO.:
I
REMARKS: .,.f NOV 2 7 2000
!
It must be recognize that we do not practice in the field of surveying, L%er.efGr~I,~e
must rely on elevation and location information provided by others. If the construction fs
redesigned or otherwise moved subsequent to our work, we should be informed so our
firm can assess if additional engineering observation is required or suggest engineering
alternatives.
If you have any questions or if we can be of further service, please do not hesitate to
contact us at (651) 645-3601.
Very truly yours,
~JK TWIN
Mtk ~traight
Staff Engineer
~~~~
Leonard A. Rasmussen, P.E,
Senior Geotechnical Engineer
Attachments:
1-Building Footprint Sketch (1 page)
1-Density Tests of Compacted Fill #1-#25 (8 pages)
1-Moisture Density Curves #1-#2 (2 pages)
1-Daily Report of Masonry Inspection (3 pages)
1-Compression Tests of Mortar Cylinders Sets #1-#2 (2 pages)
1-Compression Tests of Grout Prisms Sets #1-#3 (3 pages)
1- Tests of Plastic Concrete (19 pages)
1-Compression Tests of Concrete Cylinders Sets #1-#19 (19 pages)
Information and statements in this report are derived from material, information and/or specifications fumished by the client and exclude any expressed or implied warranties as to
the fitness of the material tested or analyzed for any particular purpose or use. This report is the confidential property of our client and may not be used for advertising purposes,
This report shall not be reproduced except in full, without written approval of this laboratory. The recording of false, fictitious or fraudulent statements or entries on this document
may be punished as a felony under Federal Statutes including Federal Law Title 18, Chapter 47
STO AI~~I
Twin City T~sting Corporation
Fountain Hills
ShowroomlWarehouse
Pri~r ~a~~, Minr:tesota
TeT #030238
11~22-00
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Information and statements in this report are derived from material, information and/or specifications furnished by the client and exclude any expressed or implied warranties as to
the fitness of the material tested or analyzed for any particular purpose or use. This report is the confidential property of our client and may not be used for advertising purposes,
This report shall not be reproduced except in full, without written.approval of this laboratory, The recording of false, fictitious or fraudulent statements or entries on this document
may be punished as a felony under Federal Statutes including Federal Law Title 18, Chapter 47
STORK@
Twin City Testing Corporation
TO: Kelly Murray
Wensmann Homes
RHS Building 1895 Plaza Drive, Suite 200
Eagan, MN 55122
PROJECT: FOUNTAIN HILLS SHOWROOMIWAREHOUSE
PRIOR LAKE, MINNESOTA
DATE:
662 Cromwell Avenue. St.I"Ea..~MN 55114-1776
(651) 645-3601. Fax (651 f65~frz~<-~.- "-.,~ ~>_''''~''~
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July 5, 200cf
PROJECT NO:
030238
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NOV 2 7 2000
COPY TO:
1-Wensmann Homes--
Attn: Tom Sand
1-City of Prior Lake
Attn: Susan McDermott
DENSITY TESTS OF COMPACTED FILL
TEST NUMBER: 1 2 3 4
DATE TAKEN: 6-29-00 6-29-00 6-29-00 6-29-00
UNIFIED SOIL CLASSIFICATION: Clayey sand with Clayey sand with Clayey sand with Clayey sand with
(Moisture-Density Sample Number) a little gravel, a little gravel, a little gravel, a little gravel,
mostly fine mostly fine mostly fine mostly fine
grained, brown grained, brown grained, brown grained, brown
{SC)-1 {SC)-1 {SC)-1 {SC)-1
LOCATION: Building pad Building pad Building pad Building pad
backfill, backfill, backfill, backfill ,
Grid point C-3 Grid point D-5 Grid point B-2 Grid point D-8
DEPTH BELOW SUB GRADE: 6" 6" 6" 6"
DEPTH BELOW EXISTING GRADE: 6" 6" 6" 6"
FIELD DENSITY DETERMINATION:
Method Nuclear Density Direct Transmission, ASTM:D2922-91 (-#4 Basis)
Dry Density (pet) 122 122,5 123 125
Moisture Content (%) 10,3 11,6 12,8 11.1
Plus #4 Material (%) 6 4 8 6
LABORATORY COMPACTION CHARACTERISTICS OF SOIL:
Method ASTM:D698-91, Procedure "A", (-#4 Basis)
Maximum Dry Density (pct) 123,9 123,9
Optimum Moisture (%) 11,1 11,1
COMPACTION TEST RESULTS:
123,9
11,1
123.9
11.1
Compaction
Specified Compaction
(%)
(%)
98.5
98
99
98
99
98
101
98
REMARKS: Density tests are valid at the location and elevation of the test only. No representation is made as to the
adequ cy f fill and compaction at locations and elevations other than those tested, The test locations and
n mb 0 tests re selected by Twin City Testing.
TAKEN BY: REVIEWED BY: Q"7sIlo...l'1~
Ma Str ight Jay a son
Staff Engineer Staff Engineer
\\TWINCITIES NW5\SYS\BMC\2000CME\030238\D1-4.doc
Information and statements in this report are derived from material, information and/or specifications furnished by the client and exclude any expressed or implied warranties as to the fitness of the material
tested or analyzed for any particular purpose or use, This report is the confidential property of our client and may not be used for advertising purposes, This report shall not be reproduced except in full,
without written approval of this laboratory. The recording of false, fictitious or fraudulent statements or entries on this document may be punished as a felony under Federal Statues including Federal Law Title
18, Chapter 47,
STOR~@
Twin City Testing Corporation
TO: Kelly Murray
Wensmann Homes
RHS Building 1895 Plaza Drive, Suite 200
Eagan, MN 55122
PROJECT: FOUNTAIN HILLS SHOWROOMIWAREHOUSE
PRIOR LAKE, MINNESOTA
DATE:
662 Cromwell Avenue, St. Paul, MN 55114-1776
(651) 645-3601 Fax (6S1f659:7445^,=""""~~"--' .
, :: ~, .,: '=: I ('~J j ~,' ::! \
t: : I.' . I ' ,'f~= II \ '
July 5, 2000/ .. .,
NOV 2 7 2000
PROJECT NO: 030238 i
I.
I::. l. - -... "_ . ..
COPY TO: 1-Wensmanrll-fomes'"
Attn: Tom Sand
1-City of Prior Lake
Attn: Susan McDermott
DENSITY TESTS OF COMPACTED FILL
TEST NUMBER: 5 6 7 8
DATE TAKEN: 6-29-00 6-29-00 6-29-00 6-29-00
UNIFIED SOIL CLASSIFICATION: Clayey sand with Clayey sand with Clayey sand with Clayey sand with
(Moisture-Density Sample Number) a little gravel, a little gravel, a little gravel, a little gravel,
mostly fine mostly fine mostly fine mostly fine
grained, brown grained, brown grained, brown grained, brown
(SC)-1 (SC)-1 (SC)-1 (SC)-1
LOCATION: Building pad Building pad Building pad Building pad
backfill, backfill, backfill, backfill,
Grid point B-4,5 Grid point C-5 Grid point A.2-3 Grid point D-7
DEPTH BELOW SUB GRADE: 6" 6" 6" 6"
DEPTH BELOW EXISTING GRADE: 3" 3" 3" 3"
FIELD DENSITY DETERMINATION:
Method Nuclear Density Direct Transmission, ASTM:D2922-91 (-#4 Basis)
Dry Density (pet) 124 122.5 122 124
Moisture Content (%) 9.7 13,1 11.2 10,1
Plus #4 Material (%) 4 4 4 4
LABORATORY COMPACTION CHARACTERISTICS OF SOIL:
Method ASTM:D698-91, Procedure "A", (-#4 Basis)
Maximum Dry Density (pet) 123.9 123.9
Optimum Moisture (%) 11.1 11.1
COMPACTION TEST RESULTS:
123,9
11.1
123.9
11,1
Compaction
Specified Compaction
(%)
(%)
100
98
99
98
98,5
98
100
98
REMARKS: Density tests are valid at the location and elevation of the test only, No representation is made as to the
adequacy of fill and compaction at locations and elevations other than th se tested. The test locations and
number of tests were selected by Twin City Testing.
TAKEN BY: Q7~ REVIEWED BY:
Jay H nson
Staff Engineer
F:\BMC\2000CME\030238\D5-8.doc
Information and statements in this report are derived from material. information and/or specifications fumished by the client and exclude any expressed or implied warranties as to the fitness of the material
tested or analyzed for any particular purpose or use, This report is the confidential property of our client and may not be used for advertising purposes. This report shall not be reproduced except in full.
without written approval of this laboratory. The recording of false, fictitious or fraudulent statements or entries on this document may be punished as a felony under Federal Statues including Federal Law Title
18, Chapter 47,
STOAI~@
Twin City Testing Corporation
662 Cromwell Avenue, St. Paul, MN 55114-1776
(651) 645-3601, Fax (651) 659-7348
TO: Kelly Murray
Wensmann Homes
RHS Building 1895 Plaza Drive, Suite 200
Eagan, MN 55122
PROJECT: FOUNTAIN HILLS SHOWROOMIWAREHOUSE
PRIOR LAKE, MINNESOTA
DATE:
July 1 0, 2~qq
i: ~ !
NOV 2 7 2000
PROJECT NO:
030238
COpy TO:
/
J
1-Wensn)ar;m ..tf.ornes
Attn: TorrfSan"(j::;
1-City of Prior Lake
Attn: Susan McDermott
TEST NUMBER:
DATE TAKEN:
DENSITY TESTS OF COMPACTED FILL
9 10
7-7-00
7-7-00
UNIFIED SOIL CLASSIFICATION:
(Moisture-Density Sample Number)
Sandy lean clay
with a little
gravel, brown
(SC)-2
Sandy lean clay
with a little
gravel, brown
(SC)-2
LOCATION:
Water main,
backfill, 45'W of
MH2
Water main,
backfill, 30'S &
90'W of MH2
DEPTH BELOW SUBGRADE:
DEPTH BELOW EXISTING GRADE:
FIELD DENSITY DETERMINATION:
5'
4'
6"
6"
Method Nuclear Density Direct Transmission, ASTM:D2922-91 (-#4 Basis)
Dry Density (pet) 113 110,5
Moisture Content (%) 12,9 9,8
Plus #4 Material (%) 6 4
LABORATORY COMPACTION CHARACTERISTICS OF SOIL:
Method ASTM:D698-91. Procedure "A". (-#4 Basis)
Maximum Dry Density (pet) 113,7 113,7
Optimum Moisture (%) 14,2 14.2
COMPACTION TEST RESULTS:
Compaction
Specified Compaction
(%)
(%)
99.5
95
97
95
TAKEN BY:
Density tests are valid at the location and elevation of the test only. No representation is made as to the
a y of fill and compaction at locations and elevations other than those tested. The test locations and
r of tes were selected by Twin City Testing,
REVIEWED BY: Q7 ~
Jay anson
Staff Engineer
REMARKS:
Information and statements in this report are derived from material, information and/or specifications furnished by the client and exclude any expressed or implied warranties as to the fitness of the material
tested or analyzed for any particular purpose or use. This report is the confidential property of our client and may not be used for advertising purposes, This report shall not be reproduced except in full,
without written approval of this laboratory, The recording of false, fictitious or fraudulent statements or entries on this document may be punished as a felony under Federal Statues including Federal Law Title
18, Chapter 47,
STOR~@
Twin City Testing Corporation
662 Cromwell Avenue, st. Paul, MN 55114-1776
(651) 645-3601, Fax (651) 659-7348
TO:
Kelly Murray
Wensmann Homes
RHS Building 1895 Plaza Drive, Suite 200
Eagan, MN 55122
PROJECT: FOUNTAIN HILLS SHOWROOMIWAREHOUSE COpy TO:
PRIOR LAKE, MINNESOTA
DATE: July 10, 2000
i I i
Iii
, 'I
PROJECT NO: 030238
NOV 2 7 2000
1-WensmanniHomes
Attn: Tom Sand
1-City of Prior Lake
Attn: Susan McDermott
TEST NUMBER:
DENSITY TESTS OF COMPACTED FILL
11 12
DATE TAKEN:
UNIFIED SOIL CLASSIFICATION:
(Moisture-Density Sample Number)
7-8-00
7 -8-00
13
7-8-00
DEPTH BELOW SUBGRADE:
DEPTH BELOW EXISTING GRADE:
FIELD DENSITY DETERMINATION:
Clayey sand with Clayey sand with Clayey sand with
a little gravel, a little gravel, a little gravel,
mostly fine mostly fine mostly fine
grained, brown grained, brown grained, brown
(SC)-1 (SC)-1 (SC)-1
Sanitary sewer, Sanitary sewer, Water main,
50'E of MH2 6'S of MH2 120W of MH2
3' 3' 3'
3' 3' 3'
LOCATION:
Method Nuclear Density Direct Transmission, ASTM:D2922-91 (-#4 Basis)
Dry Density (pet) 119 125 118
Moisture Content (%) 7.8 9,7 5,6
Plus #4 Material (%) 8 10 9
LABORATORY COMPACTION CHARACTERISTICS OF SOIL:
Method ASTM:D698-91, Procedure "An, (-#4 Basis)
Maximum Dry Density (pet) 123.9 123.9
Optimum Moisture (%) 11,1 11.1
COMPACTION TEST RESULTS:
123,9
11.1
Compaction
Specified Compaction
(%)
(%)
96
95
101
95
95
95
TAKEN BY:
Density tests are valid at the location and elevation of the test only. No re resentation is made as to the
adequacy of fill and compaction at locations and elevations other than th e sted. The test locations and
number of tests wer elected by Twin City Testing.
L
REVIEWED BY:
REMARKS:
oward Peterson
enior Engineering Assistant
F:\BMC\2000CME\030238\D11-13.doc
Information and statements in this report are derived from material, information andlor specifICations furnished by the client and exclude any expressed or implied warranties as to the fitness of the material
tested or analyzed for any particular purpose or use, This report is the confidential property of our client and may not be used for advertising purposes. This report shall not be reproduced except in full,
without written approval of this laboratory, The recording of false, fictitious or fraudulent statements or entries on this document may be punished as a felony under Federal Statues including Federal Law Title
18, Chapter 47,
STOR~@
Twin City Testing Corporation
662 Cromwell Avenue, St. Paul, MN 55114-1776
(651) 645-3601, Fax (651) 659-7348
TO:
Kelly Murray
Wensmann Homes
RHS Building 1895 Plaza Drive, Suite 200
Eagan, MN 55122
PROJECT: FOUNTAIN HILLS SHOWROOMIWAREHOUSE COPY TO:
PRIOR LAKE, MINNESOTA
DATE:
July 31, 2000
! I \ ,:;
I I \ ~ I
L! Li
PROJECT NO:
030238
NOV 2 7 2000
1-Wensm~nn Homes
Attn: TOffl-'sana:.:::-.' - '~,,_::_:;~:='.:=.::::-,:~..:'~::....
1-City of Prior Lake
AUn: Susan McDermott
DENSITY TESTS OF COMPACTED FILL
TEST NUMBER: 14 15 16 17
DATE TAKEN: 7-27-00 7-27-00 7-27-00 7-27-00
UNIFIED SOIL CLASSIFICATION: Sandy lean clay Sandy lean clay Sandy lean clay Sandy lean clay
(Moisture-Density Sample Number) with a little with a little with a little with a little
gravel, brown gravel, brown gravel, brown gravel, brown
(CL)-2 (CL)-2 (CL)-2 (CL)-2
LOCATION: Interior backfill, Interior backfill, Interior backfill, Interior backfill,
Grid A.1, 1.5 Grid 8.4, 5.9 Grid C.1, 6.9 Grid D.1, 7.5
DEPTH BELOW SUBGRADE: 98' 96~' 96~' 97'
DEPTH BELOW EXISTING GRADE: 3" 3" 3" 3"
FIELD DENSITY DETERMINATION:
Method Nuclear Density Direct Transmission, ASTM:D2922-91 (-#4 Basis)
Dry Density (pet) 111.5 112 109.5 114
Moisture Content (%) 11.4 11.6 13,7 9.9
Plus #4 Material (%) 4 4 2 2
LABORATORY COMPACTION CHARACTERISTICS OF SOIL:
Method ASTM:D698-91, Procedure "A", (-#4 Basis)
Maximum Dry Density (pct) 113.7 113.7
Optimum Moisture (%) 14.2 14.2
COMPACTION TEST RESULTS:
113,7
14.2
113.7
14.2
Compaction
Specified Compaction
(%)
(%)
98
95
98,5
95
96.5
95
100.5
95
REMARKS: Density tests are valid at the location and elevation of the test only. No represent ion is made as to the
adequacy of fill and compaction at locations and elevations other than th e teste . The test locations and
number of tests were selected by Twin City Testing.
TAKEN BY: Q~ !.kt<~ REVIEWED BY:
Jay Ha son -
Staff Engineer
F:\BMC\2000CME\030238\D14-17.doc
Information and statements in this report are derived from material, infonnation and/or specifications furnished by the client and exclude any expressed or implied warranties as to the fitness of the material
tested or analyzed for any particular purpose or use, This report is the confidential property of our client and may not be used for advertising purposes, This report shall not be reproduced except in full,
without written approval of this laboratory, The recording of false, fictitious or fraudulent statements or entries on this document may be punished as a felony under Federal Statues including Federal Law Title
18, Chapter 47,
STClR~@
Twin City Testing Corporation
662 Cromwell Avenu~,.St. Paul,MN 55114-1776
(651) 645-3601 r Fax (651) 659-7348 ,.. _.
TO:
PROJECT:
Kelly Murray
Wensmann Homes
RHS Building 1895 Plaza Drive, Suite 200
Eagan, MN 55122
FOUNTAIN HILLS SHOWROOMIWAREHOUSE
PRIOR LAKE, MINNESOTA
DATE: August 14,2000
NOV 2 7 2000
PROJECT NO: 030238
COpy TO:
1-wensriii:mn'dH'omes
Attn: Tom Sand
1-City of Prior Lake
Attn: Susan McDermott
DENSITY TESTS OF COMPACTED FILL
TEST NUMBER: 18 19 20 21
DATE TAKEN: 8-9-00 8-9-00 8-9-00 8-9-00
UNIFIED SOIL CLASSIFICATION: Sandy lean clay Sandy lean clay Sandy lean clay Sandy lean clay
(Moisture-Density Sample Number) with a Iittl e with a little with a little with a little
gravel, brown gravel, brown gravel, brown gravel, brown
(CL)-2 (CL)-2 (CL)-2 (CL)-2
LOCATION: Exterior wall Exterior wall Exterior wall Exterior wall
backfill, Grid backfill, Grid A.5, backfill, Grid A.1, backfill, Grid B,3,
C.5,2.9 1 4.9 6.1
DEPTH BELOW SUBGRADE: 99' 99' 99' 96'
DEPTH BELOW EXISTING GRADE: 3" 3" 3" 3"
FIELD DENSITY DETERMINATION:
Method Nuclear Density Direct Transmission, ASTM:D2922-91 (-#4 Basis)
Dry Density (pet) 111 110,5 111 110
Moisture Content (%) 10.8 11.6 12.1 13.0
Plus #4 Material (%) 6 4 8 6
LABORATORY COMPACTION CHARACTERISTICS OF SOIL:
Method ASTM:D698-91, Procedure "A", (-#4 Basis)
Maximum Dry Density (pet) 113.7 113,7
Optimum Moisture (%) 14.2 14.2
COMPACTION TEST RESULTS:
113.7
14.2
113.7
14,2
Compaction
Specified Compaction
(%)
(%)
97.5
95
97
95
97,5
95
96.5
95
REMARKS: Density tests are valid at the location and elevation of the test only, No representation is made as to the
adequacy of fill and compaction at locations and elevations other than t 0 teste. The test locations and
number of tests were selected by Twin City Testing.
TAKEN BY: ~/~-27 ~ REVIEWED BY:
'"
Jay Hanson
Staff Engineer
F:\BMC\2000CME\030238\D18-21.doc
Information and statements in this report are derived from material, information and/or specifications furnished by the client and exclude any expressed or implied warranties as to the fitness of the material
tested or analyzed for any particular purpose or use. This report is the confidential property of our client and may not be used for advertising purposes, This report shall not be reproduced except in full,
without written approval of this laboratory, The recording of false, fictitious or fraudulent statements or entries on this document may be punished as a felony under Federal Statues including Federal Law Title
18, Chapter 47,
STOA~@
Twin City Testing Corporation
662 Cromwell Avenue, St. Paul, MN 55114-1776
(651) 645-3601, Fax (6S.1)J?~.~::?3~4:8,._
PROJECT NO:
August 1~,?QOO"j ,-
NOV 2 7 2000
030238
TO: Kelly Murray
Wensmann Homes
RHS Building 1895 Plaza Drive, Suite 200
Eagan, MN 55122
PROJECT: FOUNTAIN HILLS SHOWROOMIWAREHOUSE
PRIOR LAKE, MINNESOTA
DATE:
COpy TO:
\ : /
1-WenSrlmlln:Hames;
Attn: Tom Sand
1-City of Prior Lake
Attn: Susan McDermott
TEST NUMBER:
DATE TAKEN:
DENSITY TESTS OF COMPACTED FILL
22
8-9-00
UNIFIED SOIL CLASSIFICATION:
(Moisture-Density Sample Number)
Sandy lean clay
with a little
gravel, brown
(CL)-2
LOCATION:
Exterior wall
backfill, Grid E.1,
4,5
DEPTH BELOW SUBGRADE:
DEPTH BELOW EXISTING GRADE:
FIELD DENSITY DETERMINATION:
99'
3"
Method Nuclear Density Direct Transmission, ASTM:D2922-91 (-#4 Basis)
Dry Density (pct) 110
Moisture Content (%) 12.3
Plus #4 Material (%) 6
LABORATORY COMPACTION CHARACTERISTICS OF SOIL:
Method ASTM:D698-91, Procedure "A", (-#4 Basis)
Maximum Dry Density (pcf) 113.7
Optimum Moisture (%) 14.2
COMPACTION TEST RESULTS:
Compaction
Specified Compaction
(%)
(%)
96.5
95
REMARKS: Density tests are valid at the location and elevation of the test only. No r presentation is made as to the
adequacy of fill and compaction at locations and elevations other t n th s tested. The test locations and
number of tests were selected by Twin City Testing,
TAKEN BY: L~7 ~UV-'^-_____ REVIEWED BY:
Jay Ha so.
Staff Engineer
F:\8MC\2000CME\030238\D22.doc
Information and statements in this report are derived from material, information and/or specifications fumished by the client and exclude any expressed or implied warranties as to the fitness of the material
tested or analyzed for any particular purpose or use, This report is the confidential property of our client and may not be used for advertising purposes, This report shall not be reproduced except in full,
without written approval of this laboratory, The recording of false, fictitious or fraudulent statements or entries on this document may be punished as a felony under Federal Statues including Federal Law Title
18, Chapter 47.
STOR~@
Twin City Testing Corporation
662 Cromwell Avenue, StPaull:MN~5Jl4-:1 776
(651) 645-3601, Fax (651) 659-,13Mt .
".,-"...........IIl.>....,....!
TO: Kelly Murray
Wensmann Homes
RHS Building 1895 Plaza Drive, Suite 200
Eagan, MN 55122
DATE:
PROJECT NO:
PROJECT: FOUNTAIN HILLS SHOWROOMIWAREHOUSE
PRIOR LAKE, MINNESOTA
COPY TO:
1-Wensmann Homes
Attn: Tom Sand
1-City of Prior Lake
Attn: Susan McDermott
DEPTH BELOW SUBGRADE:
DEPTH BELOW EXISTING GRADE:
FIELD DENSITY DETERMINATION:
DENSITY TESTS OF COMPACTED FILL
23 24 25
8-11-00 8-11-00 8-11-00
Sandy lean clay Sandy lean clay Sandy lean clay
with a little with a little with a little
gravel, brown gravel, brown gravel, brown
(CL)-2 (CL)-2 (CL)-2
Interior wall Interior wall Interior wall
backfill, Grid backfill, Grid backfill, Grid A,1,
C.5,3,1 D,9, 7,3 1.5
99' 99' 99'
3" 3" 3"
TEST NUMBER:
DATE TAKEN:
UNIFIED SOIL CLASSIFICATION:
(Moisture-Density Sample Number)
LOCATION:
Method Nuclear Density Direct Transmission, ASTM:D2922-91 (-#4 Basis)
Dry Density (pet) 113 109.5 108
Moisture Content (%) 8.1 12.7 14.6
Plus #4 Material (%) 4 6 8
LABORATORY COMPACTION CHARACTERISTICS OF SOIL:
Method ASTM:D698-91, Procedure "A", (-#4 Basis)
Maximum Dry Density (pet) 113.7 113.7
Optimum Moisture (%) 14.2 14.2
COMPACTION TEST RESULTS:
113.7
14,2
Compaction
Specified Compaction
(%)
(%)
99.5
95
96,5
95
95
95
REMARKS: Density tests are valid at the location and elevation of the test only. No repr sentation is made as to the
adequacy of fill and compaction at locations and elevations other than those, ested, The test locations and
number of tests were selected by Twin City Testing. .
TAKEN BY: c.:-7'70 ~-- REVIEWED BY:
Jay Ran on
Staff Engineer
F:\BMC\2000CME\030238\D23-25.doc
Information and statements in this report are derived from material, information and/or specifications fumished by the client and exclude any expressed or implied warranties as to the fitness of the material
tested or analyzed for any particular purpose or use, This report is the confidential property of our client and may not be used for advertising purposes, This report shall not be reproduced except in full,
without written approval of this laboratory. The recording of false, fictitious or fraudulent statements or entries on this document may be punished as a felony under Federal Statues including Federal Law Title
18, Chapter 47,
STOAK@
Twin City Testing Corporation
662 Cromwell Avenue, st. Paul, MN 55114-1776
(651) 645-3601, Fax (651) 659-7348
TO:
Kelly Murray DATE:
Wensmann Homes
RHS Building 1895 Plaza Drive, Suite 200 PROJECT NO:
Eagan, MN 55122
PROJECT: FOUNTAIN HILLS
SHOWROOMIWAREHOUSE
PRIOR LAKE, MINNESOTA
METHOD OF TEST: ASTM:D698-91 Procedure A
SAMPLE NO:
TYPE MATERIAL:
Clayey sand, mostly fine grained, brown (SC)
MAXIMUM DENSITY (pet): 123.9
OPTIMUM MOISTURE (%): 11,1
122
.-IP" :-
'" i.....
,.- i'"
1/ "-
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"
I"
"
l"-
I\.
1/
j
1'\
I'
I\.
\.
\.
\.
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,
"
\
10
11 12
Moisture Content, %
13
14
126
125
124
It-
U
Q.
~
...
'ii)
c
cu
C
~ 123
C
121
120
9
STORK@
Twin City Testing Corporation
662 Cromwell Avenue, st. Paul, MN 55114-1776
(651) 645-3601, Fax (651) 659-~~~~';-~""7"-'-- ", .,.
I,,; I
DATE: July HJ;~OOO
PROJECT NO: 03023tj,j NOV 2 7 2000
TO: Kelly Murray
Wensmann Homes
RHS Building 1895 Plaza Drive, Suite 200
Eagan, MN 55122
PROJECT: FOUNTAIN HILLS
SHOWROOMIWAREHOUSE
PRIOR LAKE, MINNESOTA
METHOD OF TEST: ASTM:D698-91 Procedure A
SAMPLE NO:
2
TYPE MATERIAL:
Sandy lean clay, brown (SC)
MAXIMUM DENSITY (pet): 113.7
116
OPTIMUM MOISTURE (%): 14.2
111
, ...
~.,,- .....
,
......
,~
~ ......
!..; ......
..; I'..
..; "
I'\:
'-
1/ I\.
J
"
/ "
\.
I
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I\.
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,
I\.
13
14 15
Moisture Content, %
16
17
115
114
"""
u
Co
>;
-
'en
c
CI)
C
~ 113
c
112
110
12
STO AI~@
Twin City Testing Corporation
TO: Kelly Murray
Wensmann Homes
RHS Building 1895 Plaza Drive,
Suite 200
Eagan, MN 55122
PROJECT: FOUNTAIN HILLS
SHOWROOMNVAREHOUSE
PRIOR LAKE, MINNESOTA
662 Cromwell Avenue, 81. Paul, MN 55114-1776
(651) 645-3601, Fax: (651) 659-7348,,,"
DATE: July 28, 2090
PROJECT NO.: 030238
. -...-....~
f I
Ii
)
j
t ':'"
NOV 2 7 2000
COPY TO:
1- Wensman-n-'Romes~~.. ~':.
Attn: Tom Sand
1-City of Prior Lake
Attn: Susan McDermott
DAILY REPORT OF MASONRY INSPECTION
DATE:
TI ME:
WEATHER:
INSPECTOR:
LOCATION:
GROUTING:
STORAGE OF MATERIALS:
MATERIAL PROPORTIONING:
1) Mortar
2) Grout
LAYING:
1) Bed Joint
2) Head Joint
REINFORCEMENT:
1) Spacing, Size, Splices
7-27 -00
1:30pm
Sunny,820F
Jay Hanson
8", 12" & 16" below grade block wall, running bond pattern,
Grid lines (A-C, 1-3), Elevation 97'-0" to 99'_4"
Bond beam, Grid lines (A-C, 1-3)
On pallets, covered
Type S, Spec Mix #1455
3498 (3000 psi strength)
3/8" to 5/8"
3/8" to 5/8"
As per Douglas R, Iverson, P,A. Structural Engineering,
Sheets S1 to S9, Revised 5-30-00
GENERAL OBSERVATIONS:
1) Cast 3%lIx3%lIx7" grout prisms set #1 (A-C) for compressive strength tests.
2) Cast 311x6" mortar cylinders set #1 (A-C) for compressive strength tests.
3) Asked masonry foreman to cast 3-8" block prisms for compressive stren th tests.
INSPECTED BY: q ~ REVIEWED BY: .
Jay anson
Staff Engineer
F:\BMC\FORMS\MASONRY INSPECTION.doc
-,......-
Information and statements in this report are derived from material, information and/or specifications furnished by the client and exclude any expressed or implied warranties as to
the fitness of the material tested or analyzed for any particular purpose or use, This report is the confidential property of our client and may not be used for advertising purposes,
This report shall not be reproduced except in full, without written approval of this laboratory, The recording of false, fictitious or fraudulent statements or entries on this document
may be punished as a felony under Federal Statutes including Federal Law Title 18, Chapter 47
STCJ R I~@
Twin City Testing Corporation
PROJECT:
Kelly Murray'
Wensmann Homes
RHS Building 1895 Plaza Drive, Suite 200
Eagan, MN 55122
FOUNTAIN HILLS
SHOWROOM/WAREHOUSE PRIOR LAKE,
MINNESOTA
662 Cromwell Avenue, 81. Paul, MN 55114-1776
(651) 645-3601, Fax: (65)l.6.~~_: 7348
ir--' . ....~":'-. -.-..,.'---.'--~,
DATE: ~: ~August 15" ~OOO!.: .r
r I '- ' !. ! \'j L~:.;;
PROJECT NO: ~... ;:'030238 i I
~.: i .N~V 2 7 2000 i !i
_ L_, i
!.... /1_-_xy~~smann. ~_~m... es];!
-- ---'Attn:-Tom sand::::::.:::
1-City of Prior Lake
Attn: Susan McDermott
COPIES TO:
TO:
CAlLY REPORT OF MASONRY INSPECTION
DATE:
TI ME:
WEATHER:
INSPECTOR:
LOCATION:
8-7 -00
11 :30am
Sunny, 750F
Jay Hanson
r....' ,
GROUTING:
STORAGE OF MATERIAL:
MATERIAL PROPORTIONING:
1) Mortar
2) Grout
8" above grade block wall, Running bond pattern
Grid lines B-C, 6-7
Elevation 100'-0" to 1 04'-0"
N/A
On pallets, covered,
Type 5, Spec mix #1455
N/A
LAYING:
1) Bed Joint
2) Head Joint
REINFORCEMENT:
1) Spacing, Size, Splices
3/8" to 5/8"
3/8" to 5/8"
As per Douglas R, Iverson, P,A., Structural Engineering
Plan, Sheets 51-59, REV 5/30100
GENERAL OBSERVATIONS/REMARKS:
1. Cast mortar set #2(A-C) for compressive strength tests,
2. Asked masonry foreman to construct 3-8" block prisms, 3 courses high, for compression
tests.
3. Observed IDur-Q-Wal' every other course,
TESTED BY: <4-7 ~
Jay Hanson
Staff Engineer
\\TWINCITIES _NW5\SYS\BMC\2000CME\030238\MASONRY INS ,doc
REVIEWED BY:
Information and statements in this report are derived from material, information and/or specifications furnished by the client and exclude any expressed or implied warranties as to
the fitness of the material tested or analyzed for any particular purpose or use, This report is the confidential property of our client and may not be used for advertising purposes.
This report shall not be reproduced except in full, without written approval of this laboratory, The recording of false, fictitious or fraudulent statements or entries on this document
may be punished as a felony under Federal Statutes including Federal Law Title 18, Chapter 47
STO RI~@
Twin City Testing Corporation
PROJECT:
Kelly Murray
Wensmann Homes
RHS Building 1895 Plaza Drive, Suite 200
Eagan, MN 55122
FOUNTAIN HILLS
SHOWROOM/WAREHOUSE PRIOR LAKE,
MINNESOTA
662 Cromwell Avenue, St. Paul, MN 55114-1776
(651) 645-3601, Fax: (651) 659-7348', i> ",. ,
ii', i.,"', i I
DATE: Sept~mber 6; 2000
PROJECT NO:
030238 NOV 2 7 2000 I Ii
, L~I
1- wktma!lIT~:cc.c.c.:.-:cJ
Attn: Tom Sand
1-City of Prior Lake
Attn: Susan McDermott
TO:
COPIES TO:
CAlLY REPORT OF MASONRY INSPECTION
CA TE:
TIME:
WEATHER:
INSPECTOR:
LOCATION:
8-30-00
11 :OOam
Partly Cloudy, 720F
Jay Hanson
8" above grade block wall, Running bond pattern
Grid lines 8, 2-4,5
Elevation 120'-0" to 124'.011
Spec, Mix #4768
On pallets, covered.
GROUTING:
STORAGE OF MATERIAL:
MATERIAL PROPORTIONING:
1) Mortar
2) Grout
Type S, Spec mix #1455
Spec. Mix #4768
LAYING:
1) Bed Joint
2) Head Joint
REINFORCEMENT:
1) Spacing, Size, Splices
3/8" to 5/8"
3/8" to 5/8"
As per Douglas R, Iverson, P,A., Structural Engineering
Print Dated 5-30-00
GENERAL OBSERVATIONS/REMARKS:
1. Cast grout set #3(A-C) for compressive strength tests,
2. Asked masonry foreman to construct 3 block prisms, 3 courses high, for compression tests,
3, All erected masonry walls were adequately braced at the time of inspection,
TESTEDBY~ ~.
Jay H nson
Staff Engineer
\\ TWINCITIES _NW5\SYS\BMC\2000CME\030238\MASONRY INS2,doc
REVIEWED BY:
Information and statements in this report are derived from material, information and/or specifications furnished by the client and exclude any expressed or implied warranties as to
the fitness of the material tested or analyzed for any particular purpose or use, This report is the confidential property of our client and may not be used for advertising purposes,
This report shall not be reproduced except in full, without written approval of this laboratory, The recording of false, fictitious or fraudulent statements or entries on this document
may be punished as a felony under Federal Statutes including Federal Law Title 18, Chapter 47
STO R I..,<J)
TO:
Twin City Testing Corporation
~:':".'- . ... . _..-.
662 Cromwell Avenue, St. Paul, MN 55114~1tiB ! i
(651) 645-3601, Fax: (651) 659-7348 LJ
DATE: October 4, 200~OV 2 7 2000
Kelly Murray
Wensmann Homes
RHS Building 1895 Plaza Drive, Suite 200
Eagan, MN 55122
PROJECT: FOUNTAIN HILLS
SHOWROOMIWAREHOUSE PRIOR
LAKE, MINNESOTA
PROJECT NO.: 030238 i
COPY TO:
1-Wensmann Homes
AUn: Tom Sand
1-City of Prior Lake
AUn: Susan McDermott
COMPRESSION TESTS OF MORTAR CYLINDERS
FIELD DATA:
Job Identification:
Date Cast:
Age to be Tested, days:
Type of Sample:
Location of Placement:
Specified Stre ngth, psi:
Mix Designation:
Mix Furnished By:
Cylinders Cast By:
TEST PROCEDURES:
TEST RESULTS:
Laboratory Number:
Date Received:
Days on Job & Enroute:
Days Lab Cured (ASTM:C192):
Date of Test:
Time of Test:
Area Tested, sq, in,:
Load at Failure, Ib,:
Compressive Strength, psi:
1A 18
7-27-00 7-27-00
7 28
3"xa" mortar cylinder
12" Block wall, Grid lines (E, 7-8), Elevation 100'-0" to 104'-0"
1800
Type S
Spec mix #1455
J, Hanson
1C
7-27-00
56
ASTM:C780, "Standard Test Method for Preconstruction and
Construction Evaluation of Mortars for Plain and Reinforced Unit
Masonry"
010654-A
8-1-00
5
2
8-3-00
9:50am
7,07
7290
1030
010654-8
8-1-00
5
23
8-24-00
2:25pm
7,07
11510
1630
010654-C
8-1-00
5
51
9-21-00
11 :OOam
7.07
12870
1820
REMARKS:
The 56-day compression test results meet the specified strength,
g~{~~ ~-
Jay an. on
Staff Eng ineer
\\TWINCITIES_NW5\SYS\BMC\2000cME\030238\010654 (mortar) .doc
N A\ ~/
~~s\raN
Staff Engineer
Information and statements in this report are derived from material, information and/or specifications furnished by the client and exclude any expressed or implied warranties as to
the fitness of the material tested or analyzed for any particular purpose or use, This report is the confidential property of our client and may not be used for advertising purposes.
This report shall not be reproduced except in full, without written approval of this laboratory. The recording of false, fictitious or fraudulent statements or entries on this document
may be punished as a felony under Federal Statutes including Federal Law Title 18, Chapter 47
STORI~(!?)
Twin City Testing Corporation
TO: Kelly Murray DATE:
Wensmann Homes
RHS Building 1895 Plaza Drive, Suite 200 PROJECT NO.:
Eagan, MN 55122
PROJECT: FOUNTAIN HILLS COPY TO:
SHOWROOMIWAREHOUSE PRIOR
LAKE, MINNESOTA
September, 27, 200<) j I
030238
NOV 2 7 2000
1-Wensmam(~..
Attn: Tom Sand "'.
1-City of Prior Lake
AUn: Susan McDennott
COMPRESSION TESTS OF MORTAR CYLINDERS
FIELD DATA:
Job Identification:
Date Cast
Age to be Tested, days:
Type of Sample:
Location of Placement:
Specified Strength, psi:
Mix Designation:
Mix Furnished By:
Cylinders Cast By:
TEST PROCEDURES:
TEST RESULTS:
Laboratory Number:
Date Received:
Days on Job & Enroute:
Days Lab Cured (ASTM:C192):
Date of Test:
Time of Test:
Area Tested, sq, in.:
Load at Failure, Ib,:
Compressive Strength, psi:
REMARKS:
2A 28
8-7-00 8-7-00
7 28
3"x6" mortar cylinder
8" Block wall, Grid lines (C, 6-7), Elevation 100'-0" to 104'-0"
1800
Type S
Spec mix #1455
J, Hanson
2C
8-7-00
Hold
ASTM:C780, "Standard Test Method for Preconstruction and
Construction Evaluation of Mortars for Plain and Reinforced Unit
Masonry"
010713-A
8-9-00
2
5
8-14-00
10:00am
7,07
9400
1330
010713-B
8-9-00
2
26
9-4-00
4:45pm
7,07
15500
2190
010713-C
8-9-00
2
Hold
The 28-day compression test results meet the specified strength,
~~~.
Jay an on
Staff Engineer
\\lWINCITIES_NW5\SYS\BMC\2000cME\030238\010713 (mortar).doc
Information and statements in this report are derived from material, information and/or specifications furnished by the client and exclude any expressed or implied warranties as to
the fitness of the material tested or analyzed for any particular purpose or use, This report is the confidential property of our client and may not be used for advertising purposes,
This report shall not be reproduced except in full, without written approval of this laboratory. The recording of false, fictitious or fraudulent statements or entries on this document
may be punished as a felony under Federal Statutes including Federal Law Title 18, Chapter 47
STOAI~@
Twin City Testing Corporation
662 Cromwell Avenue, 81. Paul, MN 55114-1776
(651) 645-3601, Fax: (651) i6$~:~j-'.'~'.P.-
I: I
/; .I l-'::J '\.~I i
TO: Kelly Murray DATE:
Wensmann Homes
RHS Building 1895 Plaza Drive, Suite 200 PROJECT NO.:
Eagan, MN 55122
PROJECT: FOUNTAIN HILLS COPY TO:
SHOWROOMIWAREHOUSE PRIOR
LAKE, MINNESOTA
Augosti24.2000
i :! NO V 2 7 2000
030238
r
r ,.,
I' ' j
-'- -". .~. ,--.:, ... ..... -.-. j
1-Wensmann H()'mes~:,::.:'.:::::.-J
AUn: Tom Sand
1-City of Prior Lake
AUn: Susan McDermott
COMPRESSION TESTS OF GROUT PRISMS
FIELD DATA:
Job Identification:
Date Cast:
Age to be Tested, days:
Type of Sample:
Slump (ASTM:C143), in.:
Location of Placement:
Specified Strength, psi:
Mix Designation:
Mix Furnished By:
Prisms Cast By:
TEST PROCEDURES:
TEST RESULTS:
Laboratory Number:
Date Received:
Days on Job & Enroute:
Days Lab Cured (ASTM:C192):
Date of Test:
Time of Test:
Area Tested, sq, in.:
Type of Fracture:
Load at Failure, Ib,:
Compressive Strength, psi:
1A 18
7 -27 -00 7-27 -00
7 28
3~" x 3~" Nominal Grout Prism
8
Bond beam, Grid lines (A-C, 1-3), Elevation 99'.4"
3000
3498
Cemstone
J. Hanson
1C
7 -27 -00
Hold
ASTM:C1 019, "Standard Test Method for Sampling and
Testing Grout"
010655-A
8-1-00
5
2
8-3-00
9:55am
12.50
Shear
28060
2240
010655-8
8-1-00
5
23
8-24-00
2:40pm
11,39
Shear
40750
3580
010655-C
8-1-00
5
Hold
REMARKS:
The 28-day compression test results meet the specified strength,
l17so~
Staff Engineer
\\TWINCITIES_NW5\SYS\BMC\2000CME\030238\010655 (grout) .doc
Information and statements in this report are derived from material, information and/or specifications furnished by the client and exclude any expressed or implied warranties as to
the fitness of the material tested or analyzed for any particular purpose or use, This report is the confidential property of our client and may not be used for advertising purposes.
This report shall not be reproduced except in full, without written approval of this laboratory, The recording of false, fictitious or fraudulent statements or entries on this document
may be punished as a felony under Federal Statutes including Federal Law Title 18, Chapter 47
STO R I..,(I~)
Twin City Testing Corporation
TO: Kelly Murray DATE:
Wensmann Homes
RHS Building 1895 Plaza Drive, Suite 200 PROJECT NO.:
Eagan, MN 55122
PROJECT: FOUNTAIN HILLS COPY TO:
SHOWROOM/WAREHOUSE PRIOR
LAKE, MINNESOTA
September '27', 20(10
: NO V 2 7 2000
030238
1-Wensmarfn'Homes
Altn: Tom Sand
1-City of Prior Lake
Attn: Susan McDennott
FIELD DATA:
Job Identification:
Date Cast:
Age to be Tested, days:
Type of Sample:
Slump (ASTM:C143), in,:
Location of Placement:
. Specified Strength, psi:
Mix Designation:
Mix Furnished By:
Prisms Cast By:
TEST PROCEDURES:
TEST RESULTS:
Laboratory Number.
Date Received:
Days on Job & Enroute:
Days Lab Cured (ASTM:C192):
Date of Test:
Time of Test:
Area Tested, sq, in,:
Type of Fracture:
Load at Failure, Ib,:
Compressive Strength, psi:
COMPRESSION TESTS OF GROUT PRISMS
2A 28
8-9-00 8-9-00
7 28
3%" x 3%" Nominal Grout Prism
8
Block wall core fill, Grid lines (0, 3-4), Elevation 104'-0" to 108'-0"
3000
4768
Spec Mix
J, Hanson
2C
8-9-00
Hold
ASTM:C1 019, "Standard Test Method for Sampling and
Testing Grout"
010723-A
8-11-00
2
5
8-16-00
10:27am
11,73
Shear
31150
2660
010723-B
8-11-00
2
26
9-6-00
9:50am
12,25
Shear
41900
3420
010723-C
8-11-00
2
Hold
REMARKS:
The 28-day compression test results meet the specified strength,
Gn
Staff Engineer
~W~
M ~traight
Staff Engineer
\\TWINCITIES _NW5\SYS\BMC\2000cME\030238\010723 (grout).doc
Information and statements in this report are derived from material, information and/or specifications fumished by the client and exclude any expressed or implied warranties as to
ttle fitness of the material tested or analyzed for any particular purpose or use, This report is the confidential property of our client and may not be used for advertising purposes,
This report shall not be reproduced except in full, without written approval of this laboratory, The recording of false, fictitious or fraudulent statements or entries on ttlis document
may be punished as a felony under Federal Statutes including Federal Law Title 18. Chapter 47
STORI~@
Twin City Testing Corporation
662 Cromwell Avenue, St. Paul, MN 55114-1776
(651) 645-3601, Fax: (651) 659-73,~&
October 3q, ~pOO
TO: Kelly Murray DATE:
Wensmann Homes
RHS Building 1895 Plaza Drive, Suite 200 PROJECT NO.:
Eagan, MN 55122
PROJECT: FOUNTAIN HILLS COpy TO:
SHOWROOMIWAREHOUSE PRIOR
LAKE, MINNESOTA
030238
NOV 2 7 2000
e
j
I I
1-WensmanriHomes._
Attn: Tom Sand
1-City of Prior Lake
Attn: Susan McDermott
COMPRESSION TESTS OF GROUT PRISMS
FIELD DATA:
Job Identification:
Date Cast:
Age to be Tested, days:
Type of Sample:
Slump (ASTM:C143), in,:
Location of Placement:
Specified Strength, psi:
Mix Designation:
Mix Furnished By:
Prisms Cast By:
TEST PROCEDURES:
TEST RESULTS:
Laboratory Number:
Date Received:
Days on Job & Enroute:
Days Lab Cured (ASTM:C192):
Date of Test:
Time of Test:
Area Tested, sq. in,:
Type of Fracture:
Load at Failure, lb.:
Compressive Strength, psi:
3C
8-30-00
Hold
3A 3B
8-30-00 8-30-00
7 28
3~" x 3~" Nominal Grout Prism
8
Bond beam, Grid lines B, 2-4.5, Elevation 124'0"
3000
4768
Spec Mix
J, Hanson
ASTM:C1 019, "Standard Test Method for Sampling and
Testing Grout"
010859-A
9-1-00
2
5
9-6-00
10:10am
12,25
Shear
33930
2770
010859-B
9-1-00
2
26
9-27-00
11 :05am
10,56
Shear
51460
4870
010859-C
9-1-00
2
Hold
REMARKS:
The 28-day compression test results meet the specified strength,
07Jk~
Jay Ranson
Staff Engineer
F:\BMC\2000CME\030238\010859 (grout).doc
Information and statements in this report are derived from material, information and/or specifications fumished by the client and exclude any expressed or implied warranties as to
the fitness of the material tested or analyzed for any particular purpose or use, This report is the confidential property of our client and may not be used for advertising purposes.
This report shall not be reproduced except in full, without written approval of this laboratory, The recording of false, fictitious or fraudulent statements or entries on this document
may be punished as a felony under Federal Statutes including Federal Law Title 18, Chapter 47
STOAI~@
Twin City Testing Corporation
TO:
Kelly Murray
Wensmann Homes
RHS Building 1895 Plaza Drive, Suite 200
Eagan, MN 55122
662 Cromwell Avenue, St. Paul, MN 55114-1776
(651) 645-3601, Fax: (651) 659-7348
DATE: July 10, 2Q90
I" ...,
PROJECT NO:
PROJECT:
FOUNTAIN HILLS
SHOWROOMIWAREHOUSE PRIOR
LAKE, MINNESOTA
COPIES TO:
030238; , NO V
!~ 2 7 2000
1-Wen~mann Homes
AttnttOItt~and
.... .-.-.-
1-City o(PriorL.ak-e: , co. -
Attn: Susan McDermott
TESTS OF PLASTIC CONCRETE
TEST PROCEDURES:
ASTM:C172 - Sampling Freshly Mixed Concrete; ASTM:C143 - Slump of Portland Cement Concrete;
ASTM:C231 - Air Content of Freshly Mixed Concrete by the Pressure Method (Air Meter Number B772);
ASTM:C31 - Making and Curing Concrete Test Specimens in the Field;
FIELD DATA:
Date of Test:
Mix Designation:
Concrete Supplier:
Location of Placement:
Method of Placement:
Total Yards Observed:
Weather:
Field Technician:
7-7-00
3067HM
Cemstone
Strip footing, Grid lines (D-E, 8), (E, 4-8), (D,7-E, 4)
Truck discharge
9
Cloudy 750F
T, Newhall
Th f II
rf
d
h
k
d
e 0 oWing tests were pe orme at t e truc ,exce pt as note :
Time of Truck Slump Air Content Concrete Cylinders Water Plasticizer Corrvnents
Tests Number (in,) (%) Temp, (OF) Cast Added (gal,) Added (gal,)
12:45pm 278 3 1.8 75 1 (A-D) - -
Project Specs, Min. - N/A 55-90
Max. 4
REMARKS: The concrete test cylinders were temporarily stored at the project and then submitted to our
laboratory for moist curing and compression testing. Compression test results will be
t0r~~~:l:el~ a . hey become available. ~ A ld
Tyler Newall Mark" Straight ~
Engineering Technician Staff Engineer
F"SMC'1000CME'O?(I:nR'P1 ':l",:,
Information and statements in this report are derived from material, information and/or specifications furnished by the client and exclude any expressed or implied warranties as to
the fitness of the material tested or analyzed for any particular purpose or use, This report is the confidential property of our client and may not be used for advertising purposes.
This report shall not be reproduced except in full, without written approval of this laboratory, The recording of false, fictitious or fraudulent statements or entries on this document
may be punished as a felony under Federal Statutes including Federal Law Trtle 18, Chapter 47
STO RI~@
Twin City Testing Corporation
TO:
Kelly Murray
Wensmann Homes
RHS Building 1895 Plaza Drive, Suite 200
Eagan, MN 55122
662 Cromwell Avenue, 81. Paul, MN 55114-1776
(651) 645-3601, Fax: (651) 659-7~~8.;__,_
DATE: July 18, 200;OL.:
PROJECT NO: 030238
I NO V 2 7 2000
PROJECT: FOUNTAIN HILLS
SHOWROOMIWAREHOUSE PRIOR
LAKE, MINNESOTA
COPIES TO:
1-Wensm~~omes
Attn: Tom Sand
1-City of Prior Lake
Attn: Susan McDermott
TESTS OF PLASTIC CONCRETE
TEST PROCEDURES:
ASTM:C172 - Sampling Freshly Mixed Concrete; ASTM:C143 - Slump of Portland Cement Concrete;
ASTM:C231 - Air Content of Freshly Mixed Concrete by the Pressure Method (Air Meter Number 8772);
ASTM:C31 - Making and Curing Concrete Test Specimens in the Field;
FIELD DATA:
Date of Test:
Mix Designation:
Concrete Supplier:
Location of Placement:
7-11-00
3067LM
Cemstone
Strip footing including column pads,
Grid lines (C,8-D, 8), (0, 7-8), (C,8, 7,2-8)
Truck discharge
6,5
Partly Cloudy 800F
T, Newhall
Method of Placement:
Total Yards Observed:
Weather:
Field Technician:
The following tests were performed at the truck, except as noted:
Time of Truck Slump Air Content Concrete Cylinders Water Plasticizer Comments
Tests Number (in.) (%) Temp. (OF) Cast Added (gal,) Added (gal.)
1 : 15pm 141 4 1.5 83 2(A-D) - -
Project Specs, Min. - N/A 55-90
Max. 4
A1 .. laboratory for m. oist curing and compression testing.
feR ed pa )ely, as they become available,
.,? 1AJ/ .' ,
Tyler Newhall
Engineering Technician
F:\BMC\2000CME\030238\P2,doc
Information and statements in this report are derived from material, information and/or specifications furnished by the client and exclude any expressed or implied warranties as to
the fitness of the material tested or analyzed for any particular purpose or use. This report is the confidential property of our client and may not be used for advertising purposes,
This report shall not be reproduced except in full, without written approval of this laboratory, The recording of false, fictitious or fraudulent statements or entries on this document
may be punished as a felony under Federal Statutes including Federal Law Title 18, Chapter 47
STORI~@
Twin City Testing Corporation
TO:
662 Cromwell Avenue, St. Paul, MN 55114-1776
(651) 645-3601, Fax: (651) 659-7348
DATE:
Kelly Murray
Wensmann Homes
RHS Building 1895 Plaza Drive, Suite 200
Eagan, MN 55122
PROJECT: FOUNTAIN HILLS
SHOWROOMIWAREHOUSE PRIOR
LAKE, MINNESOTA
July 17, 2000
NOV 2 7 2000
PROJECT NO:
030238
COPIES TO:
~-. : .---.--
1-Wensmann ''Homes
AUn: Tom Sand
1-City of Prior Lake
AUn: Susan McDermott
TESTS OF PLASTIC CONCRETE
TEST PROCEDURES:
ASTM:C172 - Sampling Freshly Mixed Concrete; ASTM:C143 - Slump of Portland Cement Concrete;
ASTM:C231 - Air Content of Freshly Mixed Concrete by the Pressure Method (Air Meter Number B772);
ASTM:C31 - Making and Curing Concrete Test Specimens in the Field;
e 0 owmg tests were pe orme at t e true , exce )t as note :
Time of Truck Slump Air Content Concrete Cylinders Water Plasticizer Comments
Tests Number (in,) (%) Temp. (oF) Cast Added (gal,) Added (gal,)
1 :30pm 535 3% 1.7 87 3(A-D) - -
Project Specs. Min. - N/A 55-90
Max. 4
FIELD DATA:
Date of Test:
Mix Designation:
Concrete Supplier:
Location of Placement:
Method of Placement:
Total Yards Observed:
Weather:
Field Technician:
Th f II
7-13-00
3067LM
Cemstone
Strip footing including column pads, Grid lines (C,8, 7-7,2), (B,8-C,8, 7),
(C, 6-7), (B,8, 6-7), (B-C, 6), (B, 5,7-6)
Truck discharge
8,0
Sunny, gOoF
T, Newhall
rf
d
h
k
d
REMARKS: The concrete test cylinders were temporarily stored at the project'and then submitted to our
laboratory for moist curing and compression testing, Com res i n test Ii suits will be
~efo~. ed sepa ately as they become available,
1/V,en I
Tyler ewhall
Engineering Technician
F:\BMC\2000CME\030238\P3.doc
Information and statements in this report are derived from material, information and/or specifications furnished by the client and exclude any expressed or implied warranties as to
the fitness of the material tested or analyzed for any particular purpose or use, This report is the confidential property of our client and may not be used for advertising purposes,
This report shall not be reproduced except in full, without written approval of this laboratory. The recording of false, fictitious or fraudulent statements or entries on this document
may be punished as a felony under Federal Statutes including Federal Law Title 18, Chapter 47
STO A I.,@
Twin City Testing Corporation
TO:
Kelly Murray
Wensmann Homes
RHS Building 1895 Plaza Drive, Suite 200
Eagan, MN 55122
662 Cromwell Avenue, 81. Paul, MN 55114-1776
(651) 645-3601, Fax: (651) 659-7348.
DATE: July 17, ~OO,Q
NOV 2 7 2000
PROJECT NO: 030238
PROJECT: FOUNTAIN HILLS
SHOWROOMIWAREHOUSE PRIOR
LAKE, MINNESOTA
COPIES TO:
1-WensmahifROmes:
Attn: Tom Sand
1-City of Prior Lake
Attn: Susan McDermott
TESTS OF PLASTIC CONCRETE
TEST PROCEDURES:
ASTM:C172 - Sampling Freshly Mixed Concrete; ASTM:C143 - Slump of Portland Cement Concrete;
ASTM:C231 - Air Content of Freshly Mixed Concrete by the Pressure Method (Air Meter Number B772);
ASTM:C31 - Making and Curing Concrete Test Specimens in the Field;
FIELD DATA:
Date of Test:
Mix Designation:
Concrete Supplier:
Location of Placement:
Method of Placement:
Total Yards Observed:
Weather:
Field Technician:
7-14-00
3067LM
Cemstone
Strip footing, Grid lines (8, 4,2-6), (A,1, 4,5-5), (A-8, 5), (A-8, 4,5)
Truck discharge
6,5
Sunny,90oF
T, Newhall
Th f II
t
rf
d
h
k
d
e 0 OWing tes s were pe orme at t e true , exce pt as note :
Time of Truck Slump Air Content Concrete Cylinders Water Plasticizer Convnents
Tests Number (in,) (%) Temp, (oF) Cast Added (gal.) Added (gal,)
1 :45pm 471 2% 1.8 85 4(A-D) - -
Project Specs. Min. - N/A 55-90
Max. 4
Information and statements in this report are derived from material, information and/or specifications furnished by the client and exclude any expressed or implied warranties as to
the fitness of the material tested or analyzed for any particular purpose or use, This report is the confidential property of our client and may not be used for advertising purposes,
This report shall not be reproduced except in full, without written approval of this laboratory, The recording of false, fictitious or fraudulent statements or entries on this document
may be punished as a felony under Federal Statutes including Federal Law Title 18, Chapter 47
STO A I..,@
Twin City Testing Corporation
TO:
Kelly Murray
Wensmann Homes
RHS Building 1895 Plaza Drive, Suite 200
Eagan, MN 55122
662 Cromwell Avenue, St. Paul, MN 55114-1776
(651) 645-3601, Fax: (651) 659-7348.
DATE: July 18, 2qOO
PROJECT NO: 030238 i
I
NOV 2 7 2000
PROJECT: FOUNTAIN HILLS
SHOWROOMIWAREHOUSE PRIOR
LAKE, MINNESOTA
COPIES TO:
1- WensrrfartFrt10mes_
AUn: Tom Sand
1-City of Prior Lake
AUn: Susan McDermott
TESTS OF PLASTIC CONCRETE
TEST PROCEDURES:
ASTM:C172 - Sampling Freshly Mixed Concrete; ASTM:C143 - Slump of Portland Cement Concrete;
ASTM:C231 - Air Content of Freshly Mixed Concrete by the Pressure Method (Air Meter Number 411);
ASTM:C31 - Making and Curing Concrete Test Specimens in the Field;
FIELD DATA:
Date of Test:
Mix Designation:
Concrete Supplier:
Location of Placement:
Method of Placement:
Total Yards Observed:
Weather:
Field Technician:
7-17-00
3067LM
Cemstone
Strip footing including column pads, Grid lines (D-D.7, 4), (D, 3-4)
Truck discharge
8
Sunny,BOoF
T, Newhall
Th f II
d
h
k
d
e 0 oWing tests were performe at t e truc ,exce)t as note :
Time of Truck Slump Air Content Concrete Cylinders Water Plasticizer Comments
Tests Number (in.) (%) Temp. (OF) Cast Added (gal.) Added (gal.)
1 :45pm 263 5 1.5 78 5{A-D) - -
Project Specs. Min. - N/A 55-90
Max. 4
REMARKS: The concrete test cylinders were temporarily stored at the project and then submitted to our
laboratory for moist curing and compression testing. Compressi n test results will be
reported separately, as they become available, Jim Gresser f resse Concrete/Masonry
was info me the high slump of the concrete,
W'~
Tyler ewhall
Engineering Technician
F:\BMC\2000CME\030238\P5,doc
Information and statements in this report are derived from material, information and/or specifications furnished by the client and exclude any expressed or implied warranties as to
the fitness of the material tested or analyzed for any particular purpose or use, This report is the confidential property of our client and may not be used for advertising purposes.
This report shall not be reproduced except in full, without written approval of this laboratory, The recording of false, fictitious or fraudulent statements or entries on this document
may be punished as a felony under Federal Statutes including Federal Law Title 18, Chapter 47
STO R I.,@
Twin City Testing Corporation
662 Cromwell Avenue, St. Paul, MN55tt4.:1776
(651) 645-3601, Fax: (651) 659-7348' . ~"
TO: Kelly Murray
Wensmann Homes
RHS Building 1895 Plaza Drive, Suite 200
Eagan, MN 55122
DATE:
t
July 21, 2000
NOV 2 7 2000
.. I
',.1
PROJECT: FOUNTAIN HILLS
SHOWROOMIWAREHOUSE PRIOR
LAKE, MINNESOTA
COPIES TO:
1-Wensmann Homes
Attn: Tom Sand
1-City of Prior Lake
Attn: Susan McDermott
PROJECT NO:
030238
TESTS OF PLASTIC CONCRETE
TEST PROCEDURES:
ASTM:C172 - Sampling Freshly Mixed Concrete; ASTM:C143 - Slump of Portland Cement Concrete;
ASTM:C231 - Air Content of Freshly Mixed Concrete by the Pressure Method (Air Meter Number 3483);
ASTM:C31 - Making and Curing Concrete Test Specimens in the Field;
FIELD DATA:
Date of Test:
Mix Designation:
Concrete Supplier:
Location of Placement:
Method of Placement:
Total Yards Observed:
Weather:
Field Technician:
7-18-00
3067LM
Cemstone
Strip footing, Grid lines (A, 2-4,2)
Truck discharge
10
Cloudy,50oF
T, Newhall
T
he following tests were performed at the truck, exce:>t as noted:
Time of Truck Slump Air Content Concrete Cylinders Water Plasticizer Comments
Tests Number (in.) (%) Temp. (OF) Cast Added (gal.) Added (gal,)
1 :45pm 123 4 1,5 70 6(A-D) - -
Project Specs. Min, - N/A 55-90
Max. 4
REMARKS: The concrete test cylinders were temporarily stored at the projec and then submitted to our
laboratory for moist curing and compression testing, Compre i n test results will be
~ reporte9 se~ara ely, as they become available,
/77.f tU:l1 r
Tyler Ne hall
Engineering Technician
F:\BMC\2000CME\030238\P6.doc
Information and statements in this report are derived from material, information and/or specifications furnished by the client and exclude any expressed or implied warranties as to
the fitness of the material tested or analyzed for any particular purpose or use, This report is the confidential property of our client and may not be used for advertising purposes.
This report shall not be reproduced except in full, without written approval of this laboratory, The recording of false, fictitious or fraudulent statements or entries on this document
may be punished as a felony under Federal Statutes including Federal law Title 18, Chapter 47
STORI~@
Twin City Testing Corporation
662 Cromwell Avenue, St. Paul, MN 55114-1776
(651) 645-3601, Fax: (651) 659-7348
DATE: July 21, 20~()O:'~-''''''',
Kelly Murray
Wensmann Homes
RHS Building 1895 Plaza Drive, Suite 200
Eagan, MN 55122
TO:
.' I
L!
COPIES TO:
NQV 2 7 2000
1-Wen~ma_rl_n Homes
AUn: Tom.sana
1-City of Prior Lake
AUn: Susan McDermott
PROJECT NO: 030238
PROJECT: FOUNTAIN HILLS
SHOWROOMIWAREHOUSE PRIOR
LAKE, MINNESOTA
TESTS OF PLASTIC CONCRETE
TEST PROCEDURES:
ASTM:C172 - Sampling Freshly Mixed Concrete; ASTM:C143 - Slump of Portland Cement Concrete;
ASTM:C231 - Air Content of Freshly Mixed Concrete by the Pressure Method (Air Meter Number 411);
ASTM:C31 - Making and Curing Concrete Test Specimens in the Field;
FIELD DATA:
Date of Test:
Mix Designation:
Concrete Supplier:
Location of Placement:
Method of Placement:
Total Yards Observed:
Weather:
Field Technician:
Th f II
7-19-00
3067LM
Cemstone
Strip footing, Grid lines (A, 1-2), (A-A,8, 1)
Truck discharge
9
Sunny, 700F
T, Newhall
e 0 owina tests were performed at the truck, exce)t as noted:
Time of Truck Slump Air Content Concrete Cylinders Water Plasticizer Comments
Tests Number (in,) (%) Temp. (OF) Cast Added (gal.) Added (gal,)
1 :45pm 125 3% 1.5 75 7(A-O) - -
Project Specs. Min. - N/A 55-90
Max. 4
REMARKS: The concrete test cylinders were temporarily stored at the project and then submitted to our
laboratory for moist curing and compression testing, Com res 019 test results will b
reported se af, Iy, as they become available.
1;V/~
Tyler N hall
Engineering Technician
F:\BMC\2000CME\030238\P7.doc
Information and statements in this report are derived from material, information and/or specifications furnished by the client and exclude any expressed or implied warranties as to
the fitness of the material tested or analyzed for any particular purpose or use, This report is the confidential property of our client and may not be used for advertising purposes,
This report shall not be reproduced except in full, without written approval of this laboratory, The recording of false, fictitious or fraudulent statements or entries on this document
may be punished as a felony under Federal Statutes including Federal Law Title 18, Chapter 47
STO AI~@
Twin City Testing Corporation
TO:
Kelly Murray
Wensmann Homes
RHS Building 1895 Plaza Drive, Suite 200
Eagan, MN 55122
662 Cromwell Avenue, St. Paul, MN 55114-1776
(651) 645-3601, Fax: (651) 659-t~48~'
DATE: July 25,'2000 "
NOV 2 7 2000
PROJECT: FOUNTAIN HILLS
SHOWROOMIWAREHOUSE PRIOR
LAKE, MINNESOTA
COPIES TO:
1-Wensmann Homes
AUn: Tom Sand
1-City of Prior Lake
AUn: Susan McDermott
PROJECT NO: 030238;
TESTS OF PLASTIC CONCRETE
TEST PROCEDURES:
ASTM:C172 . Sampling Freshly Mixed Concrete; ASTM:C143 . Slump of Portland Cement Concrete;
ASTM:C231 - Air Content of Freshly Mixed Concrete by the Pressure Method (Air Meter Number 411);
ASTM:C31 - Making and Curing Concrete Test Specimens in the Field;
FIELD DATA:
Date of Test:
Mix Designation:
Concrete Supplier:
Location of Placement:
Method of Placement:
Total Yards Observed:
Weather:
Field Technician:
7-20-00
3067LM
Cemstone
Strip footing, Grid lines (B, 1,7-2), (B-C, 2)
Truck discharge
10
Sunny, 750F
T, Newhall
II
rf
d
d
The fo owing tests were pe orme at the truck, exce pt as note :
Time of Truck Slump Air Content Concrete Cylinders Water Plasticizer Corrvnents
Tests Number (in,) (%) Temp. (OF) Cast Added (gal,) Added (gal,)
1 :45pm 152 4 1.7 76 8(A-D) - -
Project Specs. Min. - N/A 55-90
Max. 4
Information and statements in this report are derived from material, information and/or specifications furnished by the client and exclude any expressed or implied warranties as to
the fitness of the material tested or analyzed for any particular purpose or use, This report is the confidential property of our client and may not be used for advertising purposes,
This report shall not be reproduced except in full, without written approval of this laboratory, The recording of false, fictitious or fraudulent statements or entries on this document
may be punished as a felony under Federal Statutes including Federal Law Trtle 18, Chapter 47
STO R I..,@
Twin City Testing Corporation
Kelly Murray
Wensmann Homes
RHS Building 1895 Plaza Drive, Suite 200
Eagan, MN 55122
TO:
662 Cromwell Avenue, St. Paul, MN 55114-1776
(651) 645-3601, Fax: (651) 659-7348
DATE: July 25,2000'
PROJECT NO: 030238 NO V 2 7 2000
COPIES TO:
I
1-We~smann Homes
Attn: 10m 'Sand-
1-City of Prior Lake
Attn: Susan McDermott
PROJECT: FOUNTAIN HILLS
SHOWROOMIWAREHOUSE PRIOR
LAKE, MINNESOTA
TESTS OF PLASTIC CONCRETE
TEST PROCEDURES:
ASTM:C172 - Sampling Freshly Mixed Concrete; ASTM:C143 - Slump of Portland Cement Concrete;
ASTM:C231 - Air Content of Freshly Mixed Concrete by the Pressure Method (Air Meter Number 411);
ASTM:C31 - Making and Curing Concrete Test Specimens in the Field;
e 0 OWInQ es s were pe orme a e true ,exce >t as note :
Time of Truck Slump Air Content Concrete Cylinders Water Plasticizer Convnents
Tests Number (in.) (Ofo) Temp, (oF) Cast Added (gal,) Added (gal.)
2: 1 Opm 521 3% 1.5 79 9(A-D) - -
Project Specs. Min. - N/A 55-90
Max. 4
FIELD DATA:
Date of Test:
Mix Designation:
Concrete Supplier:
Location of Placement:
Method of Placement:
Total Yards Observed:
Weather:
Field Technician:
Th f II
t t
7-20-00
4067LM
Cemstone
Foundation wall, Grid lines (C.8-D, 8), (C,8, 7-8)
Truck discharge
10
Sunny, 750F
T, Newhall
rf
d t th
d
k
REMARKS: The concrete test cylinders were temporarily stored at the project and then submitted to our
laboratory for moist curing and compression testing, Compressi test results will be
../1. ~~rt~. separatel as ey become available,
/ ~L ~ J ;LIlli/I?
V ,,~ /
Tyler Ne hall
Engineering Technician
F:\BMC\2000CME\030238\P9.doc
Information and statements in this report are derived from material, information and/or specifications furnished by the client and exclude any expressed or implied warranties as to
the fitness of the material tested or analyzed for any particular purpose or use, This report is the confidential property of our client and may not be used for advertising purposes,
This report shall not be reproduced except in full, without written approval of this laboratory, The recording of false, fictitious or fraudulent statements or entries on this document
may be punished as a felony under Federal Statutes including Federal Law Title 18, Chapter 47
STO R I..,@
Twin City Testing Corporation
TO:
Kelly Murray
Wensmann Homes
RHS Building 1895 Plaza Drive, Suite 200
Eagan, MN 55122
662 Cromwell Avenue, 81. Paul, MN 55114-1776
(651) 645-3601, Fax: (651) 659-7348
DATE: July 25, 2000
PROJECT NO: 030238
NOV 2 7 2000
PROJECT: FOUNTAIN HILLS
SHOWROOMIWAREHOUSE PRIOR
LAKE, MINNESOTA
COPIES TO:
1-Wens"1ann: Hom~s
AUn: Tom saner""'.-
1-City of Prior Lake
AUn: Susan McDermott
TESTS OF PLASTIC CONCRETE
TEST PROCEDURES:
ASTM:C172 - Sampling Freshly Mixed Concrete; ASTM:C143 - Slump of Portland Cement Concrete;
ASTM:C231 - Air Content of Freshly Mixed Concrete by the Pressure Method (Air Meter Number 411);
ASTM:C31 - Making and Curing Concrete Test Specimens in the Field;
FIELD DATA:
Date of Test:
Mix Designation:
Concrete Supplier:
Location of Placement:
Method of Placement:
Total Yards Observed:
Weather:
Field Technician:
7-21-00
3067LM
Cemstone
Strip footing, Grid lines (C.8-D, 3), (B, 1-1,7), (A,8-B, 1), (e, 2-2,3)
Truck discharge
10
Sunny, 750F
T, Newhall
Th f II
t t
rf
d t th t k
t
t d
e 0 owma es s were pe orme a e ruc , exce )1 as no e :
Time of Truck Slump Air Content Concrete Cylinders Water Plasticizer Comments
Tests Number (in,) ('!o) Temp. (oF) Cast Added (gal,) Added (gal,)
1 :45pm 153 5% 1.5 n 10(A-D) - -
Project Specs. Min. - N/A 55-90
Max. 4
REMARKS: The concrete test cylinders were temporarily stored at the project and then submitted to our
laboratory for moist curing and compression testing. Compression st results will be
reported separately, as they become available, Pete Lars n of re ser Co rete/Masonry
"Ejf !nfOrme 'II the high slump of the concrete,
111) ,. f ~~;f
Tyler ewhall
Engineering Technician
F:\BMC\2000CME\030238\P1 Q,doc
Information and statements in this report are derived from material. information and/or specifications furnished by the client and exclude any expressed or implied warranties as to
the fitness of the material tested or analyzed for any particular purpose or use, This report is the confidential property of our client and may not be used for advertising purposes,
This report shall not be reproduced except in full, without written approval of this laboratory, The recording of false, fictitious or fraudulent statements or entries on this document
may be punished as a felony under Federal Statutes including Federal Law Title 18. Chapter 47
STCJ R I....,@
Twin City Testing Corporation
TO:
Kelly Murray
Wensmann Homes
RHS Building 1895 Plaza Drive, Suite 200
Eagan, MN 55122
662 Cromwell Avenue, St. Paul, MN 55114-1776
(651) 645-3601, Fax: (651) 659-7348-
DATE: July 25, 2000
PROJECT NO: 030238
NQV 2 7 2000
PROJECT: FOUNTAIN HILLS
SHOWROOMIWAREHOUSE PRIOR
LAKE, MINNESOTA
COPIES TO:
1-Wensma'iuf Homes
AUn: Tom Sand
1-City of Prior Lake
Attn: Susan McDermott
TESTS OF PLASTIC CONCRETE
TEST PROCEDURES:
ASTM:C172 - Sampling Freshly Mixed Concrete; ASTM:C143 - Slump of Portland Cement Concrete;
ASTM:C231 - Air Content of Freshly Mixed Concrete by the Pressure Method (Air Meter Number 8772);
ASTM:C31 - Making and Curing Concrete Test Specimens in the Field;
FIELD DATA:
Date of Test:
Mix Designation:
Concrete Supplier:
Location of Placement:
Method of Placement:
Total Yards Observed:
Weather:
Field Technician:
7-24-00
3067LM
Cemstone
Strip footing including column pads, Grid lines (8, 4-4,5), (C-C,8, 3)
Truck discharge
10
Sunny,80oF
T, Newhall
The following tests were performed at the truck, exce )t as noted:
Time of Truck Slump Air Content Concrete Cylinders Water Plasticizer Convnents
Tests Number (in.) (%) Temp, (oF) Cast Added (gal,) Added (gal,)
1 :45pm 278 6% 1.5 80 11 (A-D) - -
Project Specs. Min. - N/A 55-90
Max. 4
REMARKS: The concrete test cylinders were temporarily stored at the project and then submitted to our
laboratory for moist curing and compression testing. Compression test results will be
reported separately, as they become available, Pete Larson of r, sser ncrete/M~sonry
was inf rme of he high slump of the concrete,
~~,
Tyler ewhall
Engineering Technician
F:\BMC\2000CME\030238\P11.doc
Information and statements in this report are derived from material, information and/or specifications furnished by the client and exclude any expressed or implied warranties as to
the fitness of the material tested or analyzed for any particular purpose or use, This report is the confidential property of our client and may not be used for advertising purposes,
This report shall not be reproduced except in full, without written approval of this laboratory, The recording of false, fictitious or fraudulent statements or entries on this document
may be punished as a felony under Federal Statutes including Federal Law Title 18, Chapter 47
STO R ,.,,@
Twin City Testing Corporation
TO:
Kelly Murray
Wensmann Homes
RHS Building 1895 Plaza Drive, Suite 200
Eagan, MN 55122
662 Cromwell Avenue, 81. Paul, MN 55114-1776
(651) 645-3601, Fax: (651) 659-7348
DATE: July 25, 2000'
PROJECT NO: 030238
NOV 2 7 2000
PROJECT: FOUNTAIN HILLS
SHOWROOMIWAREHOUSE PRIOR
LAKE, MINNESOTA
COPIES TO:
\
1-Wens",an,n Homes
AUn: T()mSandu,'.. _
1-City of Prior Lake
AUn: Susan McDermott
TESTS OF PLASTIC CONCRETE
TEST PROCEDURES:
ASTM:C172 - Sampling Freshly Mixed Concrete; ASTM:C143 - Slump of Portland Cement Concrete;
ASTM:C231 - Air Content of Freshly Mixed Concrete by the Pressure Method (Air Meter Number 8772);
ASTM:C31 - Making and Curing Concrete Test Specimens in the Field;
FIELD DATA:
Date of Test:
Mix Designation:
Concrete Supplier:
Location of Placement:
Method of Placement:
Total Yards Observed:
Weather:
Field Technician:
7-24-00
4067LM
Cemstone
Column piers, Grid points (D, 7), (C, 6)
Truck discharge
10
Sunny, 800F
T, Newhall
Th f II
e 0 owma tests were performed at the truck, exce )t as noted:
Time of Truck Slump Air Content Concrete Cylinders Water Plasticizer Convnents
Tests Number (in.) (%) Temp, (OF) Cast Added (gal.) Added (gal.)
2:10pm 471 4 1.5 79 12(A-D) - -
Project Specs. Min. - N/A 55-90
Max, 4
REMARKS: The concrete test cylinders were temporarily stored at the project
laboratory for moist curing and compression testing, com~res. io
./1 re orted sep,arately, as they become available, '
'11 ,J f;v '
Tyleri ewhall
Engineering Technician
F:\BMC\2000CME\030238\P12.doc
Information and statements in this report are derived from material, information and/or specifications furnished by the client and exclude any expressed or implied warranties as to
the fitness of the material tested or analyzed for any particular purpose or use, This report is the confidential property of our client and may not be used for advertising purposes,
This report shall not be reproduced except in full, without written approval of this laboratory, The recording of false, fictitious or fraudulent statements or entries on this document
may be punished as a felony under Federal Statutes including Federal Law Title 18, Chapter 47
STO R l""i@
Twin City Testing Corporation
TO:
Kelly Murray
Wensmann Homes
RHS Building 1895 Plaza Drive, Suite 200
Eagan, MN 55122
662 Cromwell Avenue, St. Paul, MN 55114-1776
(651) 645-3601, Fax: (651) 659-7348
DATE: July 26, 200(}
PROJECT NO: 030238
NOV 2 7 2000
PROJECT: FOUNTAIN HILLS
SHOWROOMIWAREHOUSE PRIOR
LAKE, MINNESOTA
COPIES TO:
1-Wens~al)tttio_~es
Attn: ToiTfSand .-
1-City of Prior Lake
AUn: Susan McDermott
TESTS OF PLASTIC CONCRETE
TEST PROCEDURES:
ASTM:C172 - Sampling Freshly Mixed Concrete; ASTM:C143 - Slump of Portland Cement Concrete;
ASTM:C231 - Air Content of Freshly Mixed Concrete by the Pressure Method (Air Meter Number 8772);
ASTM:C31 - Making and Curing Concrete Test Specimens in the Field;
FIELD DATA:
Date of Test:
Mix Designation:
Concrete Supplier:
Location of Placement:
Method of Placement:
Total Yards Observed:
Weather:
Field Technician:
7 -25-00
3067LM
Cemstone
Strip footing, Grid lines (C, 2,3-3), (8, 3-4)
Truck discharge
10
Sunny, 850F
T, Newhall
Th f II
t t
rf
d t th t k
t
t d
e 0 oWing es s were pe orme a e ruc ,exce D1 as no e :
Time of Truck Slump Air Content Concrete Cylinders Water Plasticizer Comments
Tests Number (in,) (%) Temp, (OF) Cast Added (gal,) Added (gal.)
1 :50pm 278 4% 1.5 80 13(A-D) - --
Project Specs. Min. - N/A 55-90
Max, 4
REMARKS: The concrete test cylinders were temporarily stored at the project and then submitted to our
laboratory for moist curing and compression testing. Compressi n test results will be
reported separately, as they become available, Pete Larson 0 resser Concrete/Masonry
qr Inf rm~ . the high Slump ofthe concrete. ~I
iv, l~ ,
Tyler ewhall
Engineering Technician
F:\BMC\2000CME\030238\P13.doc
Information and statements in this report are derived from material, information and/or specifications furnished by the client and exclude any expressed or implied warranties as to
the fitness of the material tested or analyzed for any particular purpose or use, This report is the confidential property of our client and may not be used for advertising purposes,
This report shall not be reproduced except in full, without written approval of this laboratory, The recording of false, fictitious or fraudulent statements or entries on this document
may be punished as a felony under Federal Statutes including Federal Law Title 18, Chapter 47
STO A I.,@
Twin City Testing Corporation
TO:
Kelly Murray
Wensmann Homes
RHS Building 1895 Plaza Drive, Suite 200
Eagan, MN 55122
662 Cromwell Avenue, St. Paul, MN 55114-1776
(651) 645-3601, Fax: (651) 659-73-1~
DATE: July 26, 2000
PROJECT NO: 030238
NOV 2 7 2000
PROJECT: FOUNTAIN HILLS
SHOWROOMIWAREHOUSE PRIOR
LAKE, MINNESOTA
COPIES TO:
1-Wensmanrt.H~unes
AUn: Tom Sand
1-City of Prior Lake
AUn: Susan McDermott
TESTS OF PLASTIC CONCRETE
TEST PROCEDURES:
ASTM:C172 - Sampling Freshly Mixed Concrete; ASTM:C143 - Slump of Portland Cement Concrete;
ASTM:C231 - Air Content of Freshly Mixed Concrete by the Pressure Method (Air Meter Number 8772);
ASTM:C31 - Making and Curing Concrete Test Specimens in the Field;
FIELD DATA:
Date of Test:
Mix Designation:
Concrete Supplier:
Location of Placement:
Method of Placement:
Total Yards Observed:
Weather:
Field Technician:
7 -25-00
4067LM
Cemstone
Foundation wall, Grid lines (8,8-C, 7), (8.8, 6-7 )
Truck discharge
10
Sunny, 850F
T, Newhall
Th
e followma tests were performed at the truck. exce)t as noted:
Time of Truck Slump Air Content Concrete Cylinders Water Plasticizer Comments
Tests Number (in,) (%) Temp. (0 F) Cast Added (gal,) Added (gal,)
2:15pm 521 4 1.4 83 14(A-D) - -
Project Specs, Min. - N/A 55-90
Max. 4
REMARKS: The concrete test cylinders were temporarily stored at the project and then submitted to our
laboratory for moist curing and compression testing. Comp essio te results will be
report d se ratel as they become available,
I'i
lJJ:
Tyl Newhall
Engineering Technician
F:\BMC\2000CME\030238\P14.doc
Information and statements in this report are derived from material, information and/or specifications furnished by the client and exclude any expressed or implied warranties as to
the fitness of the material tested or analyzed for any particular purpose or use. This report is the confidential property of our client and may not be used for advertising purposes,
This report shall not be reproduced except in full, without written approval of this laboratory, The recording of false, fictitious or fraudulent statements or entries on this document
may be punished as a felony under Federal Statutes including Federal Law Title 18, Chapter 47
STO A ;.,@
Twin City Testing Corporation
TO:
662 Cromwell Avenue, St. Paul, MN55114-1776
(651) 645-3601, Fax: (651) 659-7348
Kelly Murray
Wensmann Homes
RHS Building 1895 Plaza Drive, Suite 200
Eagan, MN 55122
DATE: July 31,2000
NOV 2 7 2000
PROJECT NO: 030238
PROJECT: FOUNTAIN HILLS
SHOWROOMIWAREHOUSE PRIOR
LAKE, MINNESOTA
COPIES TO:
1-Wensmann Homes
Attn: Tom Sand
1-City of Prior Lake
Attn: Susan McDermott
TESTS OF PLASTIC CONCRETE
TEST PROCEDURES:
ASTM:C172 - Sampling Freshly Mixed Concrete; ASTM:C143 - Slump of Portland Cement Concrete;
ASTM:C231 - Air Content of Freshly Mixed Concrete by the Pressure Method (Air Meter Number B772);
ASTM:C31 - Making and Curing Concrete Test Specimens in the Field;
e 0 oWing es s were pe orme at t e true, exce)t as noted:
Time of Truck Slump Air Content Concrete Cylinders Water Plasticizer Comments
Tests Number (in,) (%) Temp, (OF) Cast Added (gal.) Added (gal.)
2:00pm 278 5% 1.5 86 15(A-D) 5 2.5
Project Specs. Min. - N/A 55-90
Max. 8
FIELD DATA:
Date of Test:
Mix Designation:
Concrete Supplier:
Location of Placement:
Method of Placement:
Total Yards Observed:
Weather:
Field Technician:
Th f II
t t
7-27-00
4067LM
Cemstone
1) Foundation wall, Grid lines (A-B, 5), (A, 4.5-5)
2) Column piers, Grid lines (0, 4), (C, 3)
3) Strip footing, Grid lines (A,1, 2-2,3)
Truck discharge
10
Sunny, 850F
T, Newhall
rf
d
h
k
REMARKS: The concrete test cylinders were temporarily stored at the project and then submitted to our
laboratory for moist curing and compression testing, Compression test results will be
reported separately, as they become available. Water was added at the project as
A,.' au. thori.ze..d by Pete Larson of Gresser Concrete/Masonry, The 5 g .1I0ns water and 2,5
:') . g:!I?~ of PI. sticizen were added before the tests were tak .
, / ~ >! 'W, N I/v-
Tyler Ne ! hail
Engineering Technician
F:\BMC\2000CME\030238\P15.doc
Information and statements in this report are derived from material, information and/or specifications furnished by the client and exclude any expressed or implied warranties as to
the fitness of the material tested or analyzed for any particular purpose or use, This report is the confidential property of our client and may not be used for advertising purposes,
This report shall not be reproduced except in full, without written approval of this laboratory, The recording of false. fictitious or fraudulent statements or entries on this document
may be punished as a felony under Federal Statutes including Federal Law Title 18, Chapter 47
STOAI~@
Twin City Testing Corporation
Kelly Murray
Wensmann Homes
RHS Building 1895 Plaza Drive, Suite 200
Eagan, MN 55122
TO:
662 Cromwell Avenue, St. Paul, MN 55114-1776
(651) 645-3601, Fax: (651) 659-7348
DATE: July 31,200,0,
PROJECT NO: 030238
NOV 2 7 2000
PROJECT: FOUNTAIN HILLS
SHOWROOMIWAREHOUSE PRIOR
LAKE, MINNESOTA
COPIES TO:
1-Wensmann Homes
AUn: Tom Sand
1-City of Prior Lake
AUn: Susan McDermott
TESTS OF PLASTIC CONCRETE
TeST PROCEDURES:
ASTM:C172 - Sampling Freshly Mixed Concrete; ASTM:C143 - Slump of Portland Cement Concrete;
ASTM:C231 - Air Content of Freshly Mixed Concrete by the Pressure Method (Air Meter Number B772);
ASTM:C31 - Making and Curing Concrete Test Specimens in the Field;
e 0 OWing es s were pe orme a e ruc ,exce )1 as no e :
Time of Truck Slump Air Content Concrete Cylinders Water Plasticizer Comments
Tests Number (in,) (%) Temp. (oF) Cast Added (gal.) Added (gal.)
1 :45pm 388 4 1.9 79 16(A-D) - -
Project Specs, Min. -- N/A 55-90
Max. 4
FIELD DATA:
Date of Test:
Mix Designation:
Concrete Supplier:
Location of Placement:
Method of Placement:
Total Yards Observed:
Weather:
Field Technician:
Th f II
t t
7-28-00
3067LM
Cemstone
1) Strip footing, Grid lines (8, 2.3-3)
2) Column pads, Grid lines (A.5, 2-3)
Truck discharge
7,5
Sunny, 750F
T, Newhall
rf
d t th t k
t
t d
REMARKS: The concrete test cylinders were temporarily stored at the project d then submitted to our
ress n test r Its will be
Information and statements in this report are derived from material, information and/or specifications furnished by the client and exclude any expressed or implied warranties as to
the fitness of the material tested or analyzed for any particular purpose or use, This report is the confidential property of our client and may not be used for advertising purposes.
This report shall not be reproduced except in full, without written approval of this laboratory, The recording of false, fictitious or fraudulent statements or entries on this document
may be punished as a felony under Federal Statutes including Federal Law Title 18, Chapter 47
STO RI~@
Twin City Testing Corporation
Kelly Murray
Wensmann Homes
RHS Building 1895 Plaza Drive, Suite 200
Eagan, MN 55122
TO:
PROJECT:
662 Cromwell Avenue, St. Paul, MN 55114-1776
(651) 645-3601, Fax: (651) 659-7348
DATE:
1'--"'.'" ".,_ '. 'oO
,i r
Aug ust 1, 200~
i ' /
PROJECT NO:
NO\! 2 7 200n
030238
FOUNTAIN HILLS
SHOWROOMIWAREHOUSE PRIOR
LAKE, MINNESOTA
COPIES TO:
1-Wensmann Homes
AUn: Tom Sand
1-City of Prior Lake
AUn: Susan McDermott
TESTS OF PLASTIC CONCRETE
TEST PROCEDURES:
ASTM:C172. Sampling Freshly Mixed Concrete; ASTM:C143 - Slump of Portland Cement Concrete;
ASTM:C231 . Air Content of Freshly Mixed Concrete by the Pressure Method (Air Meter Number B772);
ASTM:C31 . Making and Curing Concrete Test Specimens in the Field;
e 0 owmg es s were pe orme ate rue , exce)t as note :
Time of Truck Slump Air Content Concrete Cylinders Water Plasticizer Comments
Tests Number (in,) (%) Temp, (OF) Cast Added (gal,) Added (gal.)
1 :45pm 351 6~ 0.8 88 17(A-D) -- --
Project Specs, Min. -- N/A 55-90
Max. 4
FIELD DATA:
Date of Test:
Mix Designation:
Concrete Supplier:
Location of Placement:
Method of Placement:
Total Yards Observed:
Weather:
Field Technician:
Th f II
t t
7-31-00
4067HM
Cemstone
1) Strip footing, Grid lines (A,8, 1,9.2.4)
2) Column piers, Grid lines (A,1, 2), (A,1, 2,3)
Truck discharge
4
Sunny, 900F
T. Newhall
rf
d t h t k
d
REMARKS: The concrete test cylinders were temporarily stored at the project and then submitted to our
laboratory for moist curing and compression testing. Compression test results will be
reported sep.aratelY, as they become available, Jim Gress. er]Of Gresser Concrete/Masonry
was~~e. of h' h slump of the concrete. \~^ :_\ ~
Tyler ewhall 't;trk Straight
Engineering Technician Staff Engineer
F:\BMC\2000CME\030238\P17.doc
Information and statements in this report are derived from material, information and/or specifications furnished by the client and exclude any expressed or implied warranties as to
the fitness of the material tested or analyzed for any particular purpose or use, This report is the confidential property of our client and may not be used for advertising purposes,
This report shall not be reproduced except in full, without written approval of this laboratory, The recording of false, fictitious or fraudulent statements or entries on this document
may be punished as a felony under Federal Statutes including Federal Law Title 18, Chapter 47
STCJ R I.,@
Twin City Testing Corporation
TO:
Kelly Murray
Wensmann Homes
RHS Building 1895 Plaza Drive, Suite 200
Eagan, MN 55122
662 Cromwell Avenue, St. Paul, MN 55114-1776
(651) 645-3601, Fax: (651) 659-7348
DATE: August ~~QOO_
PROJECT NO:
030238
i\ 1 '::~~: ~/
" ,....
/
-, {"l :" ri
PROJECT: FOUNTAIN HILLS
SHOWROOMIWAREHOUSE PRIOR
LAKE, MINNESOTA
COPIES TO:
1-Wensmann Homes
Atth: Tom Sand
1-City of Prior Lake
Attn: Susan McDermott
TESTS OF PLASTIC CONCRETE
TEST PROCEDURES:
ASTM:C172 - Sampling Freshly Mixed Concrete; ASTM:C143 - Slump of Portland Cement Concrete;
ASTM:C231 - Air Content of Freshly Mixed Concrete by the Pressure Method (Air Meter Number 8772);
ASTM:C31 - Making and Curing Concrete Test Specimens in the Field;
FIELD DATA:
Date of Test:
Mix Designation:
Concrete Supplier:
Location of Placement:
Method of Placement:
Total Yards Observed:
Weather:
Field Technician:
8-1-00
3067HM
Cemstone
Column pads, Grid lines (0, 5-6), (C, 4,5)
Truck discharge
7
Sunny, 900F
T, Newhall
Th f II
e 0 owma tests were performed at the truck, except as noted:
Time of Truck Slump Air Content Concrete Cylinders Water Plasticizer Corrvnents
Tests Number (in,) (%) Temp. (oF) Cast Added (gal.) Added (gal.)
1 :45pm 508 6% 1.0 85 18(A-D) - -
Project Specs. Min. - N/A 55-90
Max. 4
REMARKS: The concrete test cylinders were temporarily stored at the project and then submitted to our
laboratory for moist curing and compression testing. Compression test results will be
Aj,. / repo,rte, d separately, as they become available. Jim Gresser f ress r Concrete/Masonry
t ~s' for ed 0 e high slump of the concrete, -
" ~ I.I.fj
I ff//if
Tyler Ne haJJ
Engineering Technician
F:\BMC\2000CME\030238\P18.doc
Information and statements in this report are derived from material, information andlor specifications furnished by the client and exclude any expressed or implied warranties as to
the fitness of the material tested or analyzed for any particular purpose or use, This report is the confidential property of our client and may not be used for advertising purposes,
This report shall not be reproduced except in full, without written approval of this laboratory, The recording of false, fictitious or fraudulent statements or entries on this document
may be punished as a felony under Federal Statutes including Federal Law Title 18, Chapter 47
STO RI~@
Twin City Testing Corporation
TO:
Kelly Murray
Wensmann Homes
RHS Building 1895 Plaza Drive, Suite 200
Eagan, MN 55122
662 Cromwell Avenue, 81. Paul, MN 55114-1776
(651) 645-3601, Fax: (651) 659-734S
DATE: August 3. 209Q
NQV 2 7 2000
PROJECT NO: 030238
PROJECT: FOUNTAIN HILLS
SHOWROOMIWAREHOUSE PRIOR
LAKE, MINNESOTA
COPIES TO:
1-Wensmann Homes
AUn: Tom Sand
1-City of Prior Lake
Attn: Susan McDermott
TESTS OF PLASTIC CONCRETE
TEST PROCEDURES:
ASTM:C172 - Sampling Freshly Mixed Concrete; ASTM:C143 - Slump of Portland Cement Concrete;
ASTM:C231 - Air Content of Freshly Mixed Concrete by the Pressure Method (Air Meter Number 8772);
ASTM:C31 - Making and Curing Concrete Test Specimens in the Field;
FIELD DATA:
Date of Test:
Mix Designation:
Concrete Supplier:
Location of Placement:
8-1-00
4067HM
Cemstone
Column pads, Grid points (C, 4), (A,5, 1.7);
Column pier, Grid points (A,8, 2,2)
Truck discharge
8
Sunny, gOoF
T, Newhall
Method of Placement:
Total Yards Observed:
Weather:
Field Technician:
The following tests were performed at the truck, exce:>t as noted:
Time of Truck Slump Air Content Concrete Cylinders Water Plasticizer Comments
Tests Number (in.) (%) Temp, (oF) Cast Added (gal.) Added (gal.)
2: 15pm 389 5% 1.6 86 19{A-D} - -
Project Specs, Min. - N/A 55-90
Max. 4
REMARKS: The concrete test cylinders were temporarily stored at the project and then submitted to our
laboratory for moist curing and compression testing, Compression test results will be
reported separately, as they become available. Jim Gresser of Gr sser oncrete/Masonry
'CfIZ"nf med f e high slump of the concrete. j
Tyler ewhall M rk St aight
Engineering Technician Staff Engineer
F:\BMC\2000CME\030238\P19.doc
Information and statements in this report are derived from material, information and/or specifications furnished by the client and exclude any expressed or implied warranties as to
the fitness of the material tested or analyzed for any particular purpose or use, This report is the confidential property of our client and may not be used for advertising purposes.
This report shall not be reproduced except in full, without written approval of this laboratory, The recording of false, fictitious or fraudulent statements or entries on this document
may be punished as a felony under Federal Statutes including Federal Law Title 18. Chapter 47
STO A l&i@
Twin City Testing Corporation
662 Cromwell Avenue, St. Paul, MN 55114-1776
(651) 645-3601, Fax: (651) 659-7348'
Kelly Murray DATE: August 7, 2000
Wensmann Homes
RHS Building 1895 Plaza Drive, Suite 200 PROJECT NO.: 030238
Eagan, MN 55122
TO:
NOV 2 7 2000
COpy TO:
1-Wensmann Homes
AUn: Tom Sand
1-City of Prior Lake
AUn: Susan McDermott
PROJECT: FOUNTAIN HILLS
SHOWROOMIWAREHOUSE PRIOR
LAKE, MINNESOTA
COMPRESSION TESTS OF CONCRETE CYLINDERS
FIELD DATA:
Job Identification:
Date Cast:
Age to be Tested, days:
Slump, in, (ASTM:C143):
Air Content, % (ASTM:C231):
Location of Placement:
Specified Strength, psi:
Mix Designation:
Concrete Furnished By:
Cylinders Cast By:
TEST PROCEDURES:
1A 1B 1C 10
7-7-00 7-7-00 7-7-00 7-7-00
7 28 28 Hold
333 3
1,8 1,8 1,8 1,8
Strip footing, Grid lines, (D-E, 8), (E, 4-8), (O,7-E, 4)
3000
3067HM
Cemstone
T. Newhall
ASTM:C39 - Compression Test; ASTM:C1231 - Capping
TEST RESULTS:
Laboratory Number: 010480-A 010480-B 01 0480-C 010480-0
Diameter, in: 6,00 6,00 6.00 6,00
Height, in: 12,00 12,00 12,00 12,00
Area, sq, in: 28,27 28,27 28,27 28,27
Date Received: 7-10-00 7-10-00 7-10-00 7-10-00
Days on Job & Enroute: 3 3 3 3
Oays Lab Cured (ASTM:C192): 4 25 25 Hold
Date of Test: 7-14-00 8-4-00 8-4-00 Hold
Time of Test: 4:05pm 8:12am 8:19am To Be Tested
Type of Fracture: Shear Shear Shear
Load at Failure, lb.: 78940 117800 122330
Compressive Strength, psi: 2790 4170 4330
T e 28-day compression test results meet the sPje;;ed J~-
Tyler ewhall ~i9ht ~
Engineering Technician Staff Engineer
F:\BMC\2000CME\030238\0 1 0480 .doc
Information and statements in this report are derived from material, information and/or specifications furnished by the client and exclude any expressed or implied warranties as to
the fitness of the material tested or analyzed for any particular purpose or use, This report is the confidential property of our client and may not be used for advertising purposes,
This report shall not be reproduced except in full, without written approval of this laboratory, The recording of false, fictitious or fraudulent statements or entries on this document
may be punished as a felony under Federal Statutes including Federal Law Title 18, Chapter 47
STO RI~@
Twin City Testing Corporation
662 Cromwell Avenue, St. Paul, MN 55114-1776
(651) 645-3601, Fax: (651) 659-7348
TO: Kelly Murray DATE: August 8, 2000
Wensmann Homes
RHS Building 1895 Plaza Drive, Suite 200 PROJECT NO.: 030238 NOV 2 7 2000
Eagan, MN 55122
PROJECT: FOUNTAIN HILLS
SHOWROOMIWAREHOUSE PRIOR
LAKE, MINNESOTA
COpy TO:
1-Wensmann ~es
AUn: Tom Sand
1-City of Prior Lake
AUn: Susan McDermott
COMPRESSION TESTS OF CONCRETE CYLINDERS
FIELD DATA:
Job Identification:
Date Cast:
Age to be Tested, days:
Slump, in. (ASTM:C143):
Air Content, % (ASTM:C231):
Location of Placement:
Specified Strength, psi:
Mix Designation:
Concrete Furnished By:
Cylinders Cast By:
TEST PROCEDURES:
TEST RESULTS:
Laboratory Number:
Diameter, in:
Height, in:
Are a,sq. in:
Date Received:
Days on Job & Enroute:
Days Lab Cured (ASTM:C192):
Date of Test:
Time of Test:
Type of Fracture:
Load at Failure, lb.:
Compressive Strength, psi:
2A 28 2C 20
7-11-00 7-11-00 7-11-00 7-11-00
7 28 28 Hold
4 4 4 4
1.5 1.5 1.5 1.5
Strip footing, including column pads, Grid lines (C.8-D, 8), (0,7-8),
(C.8, 7.2-8)
3000
3067LM
Cemstone
T. Newhall
ASTM:C39 - Compression Test; ASTM:C1231 - Capping
010493-A
6.00
12.00
28.27
7-12-00
1
6
7-18-00
8:10am
Shear
98630
3490
010493-8
6.00
12.00
28.27
7-12-00
1
27
8-8-00
7:55am
Shear
129720
4590
010493-C
6.00
12.00
28.27
7-12~00
1
27
8-8-00
8:00am
Shear
117820
4170
ession test results meet the specified str ngth.
F:\BMC\2000CME\030238\01 0493 ,doc
010493-0
6.00
12.00
28.27
7-12-00
1
Hold
Hold
Information and statements in this report are derived from material, information and/or specifications furnished by the client and exclude any expressed or implied warranties as to
the fitness of the material tested or analyzed for any particular purpose or use. This report is the confidential property of our client and may not be used for advertising purposes.
This report shall not be reproduced except in full, without written approval of this laboratory. The recording of false, fictitious or fraudulent statements or entries on this document
may be punished as a felony under Federal Statutes including Federal Law Title 18, Chapter 47
STO R I.",@
Twin City Testing Corporation
662 Cromwell Avenue, St. Paul, MN 55114-1776
(651) 645-3601, Fax: (651) 659-7348
TO: Kelly Murray DATE: August 10, 2000 "
Wensmann Homes
RHS Building 1895 Plaza Drive, Suite 200 PROJECT NO.: 030238 NOV 2 7 2000
Eagan, MN 55122
PROJECT: FOUNTAIN HILLS
SHOWROOMIWAREHOUSE PRIOR
LAKE, MINNESOTA
COpy TO:
1-Wensmann~Homes --
AUn: Tom Sand
1-City of Prior Lake
AUn: Susan McDermott
COMPRESSION TESTS OF CONCRETE CYLINDERS
FIELD DATA:
Job Identification:
Date Cast:
Age to be Tested, days:
Slump, in. (ASTM:C143):
Air Content, % (ASTM:C231):
Location of Placement:
Specified Strength, psi:
Mix Designation:
Concrete Furnished By:
Cylinders Cast By:
3A 38 3C 3D
7-13-00 7-13-00 7-13-00 7-13-00
7 28 28 Ho~
3% 3% 3% 3%
1.7 1.7 1.7 1.7
Strip footing including column pads, Grid lines (C.8, 7-7.2),
(B.8-C.8, 7), (C, 6-7), (B.8, 6-7), (B-C, 6), (B, 5.7-6)
3000
3067LM
Cemstone
T. Newhall
TEST PROCEDURES:
ASTM:C39 - Compression Test; ASTM:C1231 - Capping
TEST RESUL TS:
Laboratory Number: 010514-A 010514-B 010514-C 010514-D
Diameter, in: 6.00 6.00 6.00 6.00
Height, in: 12.00 12.00 12.00 12.00
Area, sq. in: 28.27 28.27 28.27 28.27
Date Received: 7-14-00 7-14-00 7-14-00 7-14-00
Days on Job & Enroute: 1 1 1 1
Days Lab Cured (ASTM:C192): 6 27 27 Hold
Date of Test: 7 -20-00 8-10-00 8-10-00 Hold
Time of Test: 11:10am 9:05am 9:11am
Type of Fracture: Shear Shear Shear
Load at Failure, lb.: 98290 137290 135120
Compressive Strength, psi: 3480 4860 4780
Tyler Ne hall
Enginee ing Technician
F:\BMC\2000CME\030238\010514,doc
Information and statements in this report are derived from material, information and/or specifications furnished by the client and exclude any expressed or implied warranties as to
the fitness of the material tested or analyzed for any particular purpose or use. This report is the confidential property of our client and may not be used for advertising purposes.
This report shall not be reproduced except in full, without written approval of this laboratory. The recording of false, fictitious or fraudulent statements or entries on this document
may be punished as a felony under Federal Statutes including Federal Law Title 18, Chapter 47
STO A I..,,@
Twin City Testing Corporation
662 Cromwell Avenue, St. Paul, MN 55114-1776
(651) 645-3601, Fax: (651) 65,~"-7~48
August 14, '2000 '
030238 NOV 2 7 2000
TO: Kelly Murray DATE:
Wensmann Homes
RHS Building 1895 Plaza Drive, Suite 200 PROJECT NO.:
Eagan, MN 55122
PROJECT: FOUNTAIN HILLS COPY TO:
SHOWROOM/WAREHOUSE PRIOR
LAKE, MINNESOTA
1-WensmanrrHomes
AUn: Tom Sand
1-City of Prior Lake
Attn: Susan McDermott
COMPRESSION TESTS OF CONCRETE CYLINDERS
FIELD DATA:
Job Identification:
Date Cast:
Age to be Tested, days:
Slump, in. (ASTM:C143):
Air Content, % (ASTM:C231):
Location of Placement:
Specified Strength, psi:
Mix Designation:
Concrete Furnished By:
Cylinders Cast By:
TEST PROCEDURES:
TEST RESULTS:
Laboratory Number:
Diameter, in:
Height, in:
Area, sq. in:
Date Received:
Days on Job & Enroute:
Days Lab Cured (ASTM:C192):
Date of Test:
Time of Test:
Type of Fracture:
Load at Failure, lb.:
Compressive Strength, psi:
REMARKS:
4A 4B 4C 40
~1~00 ~1~00 ~1~00 ~1~00
7 28 28 Hold
2% 2% 2% 2%
1.8 1.8 1.8 1.8
Strip footing, Grid lines (B, 4.2-6), (A.1, 4.5-5), (A-B, 5), (A-B, 4.5)
3000
3067LM
Cemstone
T. Newhall
ASTM:C39 - Compression Test; ASTM:C1231 - Capping
010531-A
6.00
12.00
28.27
7-17-00
3
4
7-21-00
10:25am
Shear
86430
3060
010531-B
6.00
12.00
28.27
7-17-00
3
25
8-11-00
11 :15am
Shear
122620
4340
010531-C
6.00
12.00
28.27
7-17-00
3
25
8-11-00
3:25pm
Shear
127300
4270
010531-D
6.00
12.00
28.27
7-17-00
3
Hold
Hold
The 28-da compression test results meet the specified
Tyler ewhall \.
Engineering Technician ~
F:\BMC\2000CME\030238\0 1 0531.doc
Information and statements in this report are derived from material, information and/or specifications furnished by the client and exclude any expressed or implied warranties as to
the fitness of the material tested or analyzed for any particular purpose or use. This report is the confidential property of our client and may not be used for advertising purposes.
This report shall not be reproduced except in full. without written approval of this laboratory. The recording of false, fictitious or fraudulent statements or entries on this document
may be punished as a felony under Federal Statutes including Federal Law Title 18, Chapter 47
STO AI~@
Twin City Testing Corporation
TO:
662 Cromwell Avenue, St. Paul, MN 55114-1776
(651) 645-3601, Fax: (651) 659-7348
-. ; . J i
Kelly Murray DATE: August 15, 2000
Wensmann Homes
RHS Building 1895 Plaza Drive, Suite 200 PROJECT NO.: 030238
Eagan, MN 55122
NOV 2 7 2000
PROJECT: FOUNTAIN HILLS
SHOWROOMIWAREHOUSE PRIOR
LAKE, MINNESOTA
COPY TO:
1-Wensmann Homes
Attn: Tom Sand
1-City of Prior Lake
Attn: Susan McDermott
COMPRESSION TESTS OF CONCRETE CYLINDERS
FIELD DATA:
Job Identification:
Date Cast:
Age to be Tested, days:
Slump, in. (ASTM:C143):
Air Content, % (ASTM:C231):
Location of Placement:
Specified Strength, psi:
Mix Designation:
Concrete Furnished By:
Cylinders Cast By:
TEST PROCEDURES:
5A 5B 5C 5D
~1~00 ~1~00 ~1~00 ~1~00
7 28 28 Hold
555 5
1.5 1.5 1.5 1.5
Strip footing including column pads, Grid lines (D-D.7, 4), (0, 3-4)
3000
3067LM
Cemstone
T. Newhall
ASTM:C39 - Compression Test; ASTM:C1231 - Capping
TEST RESULTS:
Laboratory Number: 010541-A 010541-B 010541-C 010541-D
Diameter, in: 6.00 6.00 6.00 6.00
Height, in: 12.00 12.00 12.00 12.00
Area, sq. in: 28.27 28.27 28.27 28.27
Date Received: 7-18-00 7-18-00 7-18-00 7-18-00
Days on Job & Enroute: 1 1 1 1
Days Lab Cured (ASTM:C192): 6 27 27 Hold
Date of Test: 7-24-00 8-14-00 8-14-00 Hold
Time of Test: 8:00am 10:30am 10:35am
Type of Fracture: Shear Shear Shear
Load at Failure, lb.: 79240 142380 139860
Compressive Strength, psi: 2800 5040 4950
Tyler Ne hall
Engineering Technician
F:\BMC\2000CME\030238\0 1 0541 ,doc
Information and statements in this report are derived from material, information and/or specifications furnished by the client and exclude any expressed or implied warranties as to
the fitness of the material tested or analyzed for any particular purpose or use. This report is the confidential property of our client and may not be used for advertising purposes.
This report shall not be reproduced except in full, without written approval of this laboratory. The recording of false, fictitious or fraudulent statements or entries on this document
may be punished as a felony under Federal Statutes including Federal Law Title 18, Chapter 47
STO A l&i@
Twin City Testing Corporation
TO:
662 Cromwell Avenue, St. Paul, MN ,55114,.1776
(651) 645-3601, Fax: (651) 659-7348 '
Kelly Murray DATE: August 15, 2000 NOV 2 7 20r1unL
Wensmann Homes
RHS Building 1895 Plaza Drive, Suite 200 PROJECT NO.: 030238
Eagan, MN 55122
PROJECT: FOUNTAIN HILLS
SHOWROOMIWAREHOUSE PRIOR
LAKE, MINNESOTA
COpy TO:
1-Wensmann Homes
Attn: Tom Sand
1-City of Prior Lake
Attn: Susan McDermott
COMPRESSION TESTS OF CONCRETE CYLINDERS
FIELD DATA:
Job Identification:
Date Cast:
Age to be Tested, days:
Slump, in. (ASTM:C143):
Air Content, % (ASTM:C231):
Location of Placement:
Specified Strength, psi:
Mix Designation:
Concrete Furnished By:
Cylinders Cast By:
TEST PROCEDURES:
TEST RESULTS:
Laboratory Number:
Diameter, in:
Height, in:
Area, sq. in:
Date Received:
Days on Job & Enroute:
Days Lab Cured (ASTM:C192):
Date of Test:
Time of Test:
Type of Fracture:
Load at Failure, lb.:
Compressive Strength, psi:
6A 6B
7-18-00 7-18-00
7 28
4 4
1.5 1.5
Strip footing, Grid lines (A, 2-4.2)
3000
3067LM
Cemstone
T. Newhall
6C
7 -18-00
28
4
1.5
6D
7-18-00
Hold
4
1.5
ASTM:C39 - Compression Test; ASTM:C1231 - Capping
010551-A
6.00
12.00
28.27
7-20-00
2
5
7 -25-00
8:10am
Shear
88520
3130
010551-B
6.00
12.00
28.27
7-20-00
2
26
8-15-00
7:45am
Cone & Shear
129790
4590
010551-C
6.00
12.00
28.27
7 -20-00
2
26
8-15-00
8:25am
Shear
137300
4860
REMARKS: The 28-day compression test results meet the specified st ength.
Tyler ewhall
Engineering Technician
F:\BMC\2000CME\030238\010551.doc
010551-D
6.00
12.00
28.27
7-20-00
2
Hold
Hold
An Affirmative Action * Equal Opportunity Employer
STCJ R I~@
Twin City Testing Corporation
662 Cromwell Avenue, St. Paul, MN 55114-1776
(651) 645-3601, Fax: (651) 659-7348
Kelly Murray DATE: August 16, 2000
Wensmann Homes
RHS Building 1895 Plaza Drive, Suite 200 PROJECT NO.: 030238
Eagan, MN 55122
TO:
i.
NOV 2 7 2000
PROJECT: FOUNTAIN HILLS
SHOWROOMIWAREHOUSE PRIOR
LAKE, MINNESOTA
COPY TO:
1-Wensmann Homes
Attn: Tom sand
1-City of Prior Lake
Attn: Susan McDermott
COMPRESSION TESTS OF CONCRETE CYLINDERS
FIELD DATA:
Job Identification:
Date Cast:
Age to be Tested, days:
Slump, in. (ASTM:C143):
Air Content, % (ASTM:C231):
Location of Placement:
Specified Strength, psi:
Mix Designation:
Concrete Furnished By:
Cylinders Cast By:
TEST PROCEDURES:
TEST RESULTS:
Laboratory Number:
Diameter, in:
Height, in:
Area, sq. in:
Date Received:
Days on Job & Enroute:
Days Lab Cured (ASTM:C192):
Date of Test:
Time of Test:
Type of Fracture:
Load at Failure, lb.:
Compressive Strength, psi:
Tyle Newhall
Engineering Technician
F:\BMC\2000CME\030238\O 10566.doc
7A 7B 7C
7-19-00 7-19-00 7-19-00
7 28 28
3% 3% 3%
1.5 1.5 1.5
Strip footing, Grid lines (A, 1-2), (A-A.8, 1)
3000
3067LM
Cemstone
T. Newhall
7D
7-19-00
Hold
3%
1.5
ASTM:C39 - Compression Test; ASTM:C1231 - Capping
010566-A
6.00
12.00
28.27
7-21-00
2
5
7-26-00
10:39am
Shear
91450
3230
010566-B
6.00
12.00
28.27
7-21-00
2
26
8-16-00
8:51 am
Shear
137910
4880
010566-D
6.00
12.00
28.27
7-21-00
2
Hold
Hold
010566-C
6.00
12.00
28.27
7-21-00
2
26
8-16-00
8:55am
Shear
149280
5280
compression test results meet the specified s ength.
Information and statements in this report are derived from material, information and/or specifications furnished by the client and exclude any expressed or implied warranties as to
the fitness of the material tested or analyzed for any particular purpose or use. This report is the confidential property of our client and may not be used for advertising purposes.
This report shall not be reproduced except in full, without written approval of this laboratory. The recording of false, fictitious or fraudulent statements or entries on this document
may be punished as a felony under Federal Statutes including Federal Law Title 18, Chapter 47
STORI.,@
Twin City Testing Corporation
662 Cromwell Avenue, St. Paul, MN 55114-1776
(651) 645-3601, Fax: (651) 659-734S',
TO: Kelly Murray DATE:
Wensmann Homes
RHS Building 1895 Plaza Drive, Suite 200 PROJECT NO.:
Eagan, MN 55122
August 17, 2000 NOV 2 7 2000
030238
PROJECT: FOUNTAIN HILLS COpy TO:
SHOWROOMIWAREHOUSE PRIOR
LAKE. MINNESOTA
1-Wensmann Homes
Attn: Tom Sand
1-City of Prior Lake
AUn: Susan McDermott
COMPRESSION TESTS OF CONCRETE CYLINDERS
FIELD DATA:
Job Identification:
Date Cast:
Age to be Tested, days:
Slump, in. (ASTM:C143):
Air Content, % (ASTM:C231):
Location of Placement:
Specified Strength, psi:
Mix Designation:
Concrete Furnished By:
Cylinders Cast By:
TEST PROCEDURES:
TEST RESULTS:
Laboratory Number:
Diameter, in:
Height, in:
Area, sq. in:
Date Received:
Days on Job & Enroute:
Days Lab Cured (ASTM:C192):
Date of Test:
Time of Test:
Type of Fracture:
Load at Failure, lb.:
Compressive Strength, psi:
j,
8A 88 8C 80
7 -20-00 7 -20-00 7 -20-00 7 -20-00
7 28 28 Hold
444 4
1.7 1.7 1.7 1.7
Strip footing, Grid lines (B, 1.7-2), (8-C, 2), (C, 2-2.3)
3000
3067LM
Cemstone
T. Newhall
ASTM:C39 - Compression Test; ASTM:C1231 - Capping
010574-A
6.00
12.00
28.27
7-21-00
1
6
7-27-00
8:25am
Shear
82300
2910
010574-0
6.00
12.00
28.27
7-21-00
1
Hold
Hold
010574-B
6.00
12.00
28.27
7-21-00
1
27
8-17-00
8:05am
Shear
131030
4630
010574-C
6.00
12.00
28.27
7-21-00
1
27
8-17-00
8:10am
Shear
135110
4780
REMARKS: The 28-day compression test results meet the specified strength.
~!1if{(JJ~ ~ j
Tyler1eWhaII
Engineering Technician
F:\8MC\2000CME\030238\0 1 0574 .doc
...
"...,
Information and statements in this report are derived from material, information and/or specifications furnished by the client and exclude any expressed or implied warranties as to
the fitness of the material tested or analyzed for any particular purpose or use. This report is the confidential property of our client and may not be used for advertising purposes.
This report shall not be reproduced except in full, without written approval of this laboratory. The recording of false, fictitious or fraudulent statements or entries on this document
may be punished as a felony under Federal Statutes including Federal Law Title 18, Chapter 47
STO R I.,@
Twin City Testing Corporation
662 Cromwell Avenue, St. Paul, MN 55114-1776
(651) 645-3601, Fax: (651) 659-7348
030238
August 17, ~OOp,_
TO: Kelly Murray DATE:
Wensmann Homes
RHS Building 1895 Plaza Drive, Suite 200 PROJECT NO.:
Eagan, MN 55122
PROJECT: FOUNTAIN HILLS COpy TO:
SHOWROOMIWAREHOUSE PRIOR
LAKE, MINNESOTA
NOV 2 7 2000
1-Wensma~_n!i~me~
Attn: Tom Sand -
1-City of Prior Lake
Attn: Susan McDermott
COMPRESSION TESTS OF CONCRETE CYLINDERS
FIELD DATA:
Job Identification:
Date Cast:
Age to be Tested, days:
Slump, in. (ASTM:C143):
Air Content, % (ASTM:C231):
Location of Placement:
Specified Strength, psi:
Mix Designation:
Concrete Furnished By:
Cylinders Cast By:
TEST PROCEDURES:
TEST RESULTS:
Laboratory Number:
Diameter, in:
Height, in:
Area, sq. in:
Date Received:
Days on Job & Enroute:
Days Lab Cured (ASTM:C192):
Date of Test:
Time of Test:
Type of Fracture:
Load at Failure, lb.:
Compressive Strength, psi:
9A 98 9C
7-20-00 7-20-00 7-20-00
7 28 28
3~ 3~ 3~
1.5 1.5 1.5
Foundation wall, Grid lines (C.8-D, 8), (C.8, 7-8)
4000
4067LM
Cemstone
T. Newhall
9D
7-20-00
Hold
3~
1.5
ASTM:C39 - Compression Test; ASTM:C1231 - Capping
010575-A
6.00
12.00
28.27
7-21-00
1
6
7-27-00
8:30am
Shear
107860
3820
010575-B
6.00
12.00
28.27
7-21-00
1
27
8-17-00
8:20am
Cone & Shear
170230
6020
010575-C
6.00
12.00
28.27
7-21-00
1
27
8-17-00
9:25am
Shear
174310
6170
010575-D
6.00
12.00
28.27
7-21-00
1
Hold
Hold
The 28-day compression test results meet the specified strength.
~~Jl~
M rk S\raight ~
Tyler N hall
Engineering Technician
F:\BMC\2000CME\030238\O 1 0575 .doc
Staff Engineer
Information and statements in this report are derived from material, information and/or specifications furnished by the client and exclude any expressed or implied warranties as to
the fitness of the material tested or analyzed for any particular purpose or use. This report is the confidential property of our client and may not be used for advertising purposes.
This report shall not be reproduced except in full, without written approval of this laboratory. The recording of false, fictitious or fraudulent statements or entries on this document
may be punished as a felony under Federal Statutes including Federal Law Title 18, Chapter 47
STCJ R I~@
Twin City Testing Corporation
Kelly Murray
Wensmann Homes
RHS Building 1895 Plaza Drive, Suite 200
Eagan, MN 55122
PROJECT: FOUNTAIN HILLS
SHOWROOMIWAREHOUSE PRIOR
LAKE, MINNESOTA
TO:
662 Cromwell Avenue, St. Paul, MN 55114-1776
(651) 645-3601, Fax: (651) 659-7348
I'
DATE:
August 22, 2000
PROJECT NO.:
^.In/ " 7
""'l,...........-.
030238
COpy TO:
1-Wensmann Homes
Attn: Tom Sand
1-City of Prior Lake
Attn: Susan McDermott
COMPRESSION TESTS OF CONCRETE CYLINDERS
FIELD DATA:
Job Identification:
Date Cast:
Age to be Tested, days:
Slump, in. (ASTM:C143):
Air Content, % (ASTM:C231):
Location of Placement:
Specified Strength, psi:
Mix Designation:
Concrete Furnished By:
Cylinders Cast By:
TEST PROCEDURES:
10A 10B 10C 100
7-21-00 7-21-00 7-21-00 7-21-00
7 28 28 Hold
5% 5% 5% 5%
1.5 1.5 1.5 1.5
Strip footing, Grid lines (C.8-D, 3), (B, 1-1.7), (A.8-B, 1), (C, 2-2.3)
3000
3067LM
Cemstone
T. Newhall
ASTM:C39 - Compression Test; ASTM:C1231 - Capping
TEST RESULTS:
Laboratory Number: 010586-A 010586-B 010586-C 010586-D
Diameter, in: 6.00 6.00 6.00 6.00
Height, in: 12.00 12.00 12.00 12.00
Area, sq. in: 28.27 28.27 28.27 28.27
Date Received: 7 -24-00 7 -24-00 7 -24-00 7-24-00
Days on Job & Enroute: 3 3 3 3
Days Lab Cured (ASTM:C192): 4 25 25 Hold
Date of Test: 7-28-00 8-18-00 8-18-00 Hold
Time of Test: 8:03am 11 :20am 11 :23am
Type of Fracture: Shear Shear Shear
Load at Failure, lb.: 88670 140240 133520
Compressive Strength, psi: 3140 4960 4720
Tyler whall
Engineering Technician
F:\BMC\2000CME\030238\0 1 0586 ,doc
pression test results meet the specified strength.
~J~/
M1k StJ.aig
Staff Engineer
Information and statements in this report are derived from material, information and/or specifications furnished by the client and exclude any expressed or implied warranties as to
the fitness of the material tested or analyzed for any particular purpose or use. This report is the confidential property of our client and may not be used for advertising purposes.
This report shall not be reproduced except in full, without written approval of this laboratory. The recording of false, fictitious or fraudulent statements or entries on this document
may be punished as a felony under Federal Statutes including Federal Law Title 18, Chapter 47
STO R I..,@
Twin City Testing Corporation
662 Cromwell Avenue, St. Paul, MN 55114-1776
(651) 645-3601, Fax: (651) 659-7348
TO: Kelly Murray DATE:
Wensmann Homes
RHS Building 1895 Plaza Drive, Suite 200 PROJECT NO.:
Eagan, MN 55122
PROJECT: FOUNTAIN HILLS COPY TO:
SHOWROOMIWAREHOUSE PRIOR
LAKE, MINNESOTA
August 22,200.0 I
,.' L~_J
030238
d NO V 2 7 ?nr1
1-Wensmann Homes
Attn: Tom'SaiU:t~u
1-City of Prior Lake
Attn: Susan McDermott
COMPRESSION TESTS OF CONCRETE CYLINDERS
FIELD DATA:
Job Identification:
Date Cast:
Age to be Tested, days:
Slump, in. (ASTM:C143):
Air Content, % (ASTM:C231):
Location of Placement:
Specified Strength, psi:
Mix Designation:
Concrete Furnished By:
Cylinders Cast By:
TEST PROCEDURES:
TEST RESULTS:
Laboratory Number:
Diameter, in:
Height, in:
Area, sq. in:
Date Received:
Days on Job & Enroute:
Days Lab Cured (ASTM:C192):
Date of Test:
Time of Test
Type of Fracture:
Load at Failure, lb.:
Compressive Strength, psi:
11A 11B 11C 11D
7-24-00 7-24-00 7-24-00 7-24-00
7 28 28 Hold
6X 6X 6X 6X
1.5 1.5 1.5 1.5
Strip footing including column pads, Grid lines (8, 4-4.5), (C-C.8, 3)
3000
3067LM
Cemstone
T. Newhall
ASTM:C39 - Compression Test; ASTM:C1231 - Capping
010603-A
6.00
12.00
28.27
7-25-00
1
6
7-31-00
9:50am
Shear
88530
3130
010603-B
6.00
12.00
28.27
7-25-00
1
27
8-21-00
2:25pm
Shear
121470
4300
010603-C
6.00
12.00
28.27
7-25-00
1
27
8-21-00
2:45pm
Shear
128350
4540
010603-D
6.00
12.00
28.27
7-25-00
1
Hold
The 28-day compre sion test results meet the specified s rength.
Tyler ewhall
Engineering Technician
F:\BMC\2000CME\030238\01 0603 .doc
Information and statements in this report are derived from material, information and/or specifications furnished by the client and exclude any expressed or implied warranties as to
the fitness of the material tested or analyzed for any particular purpose or use. This report is the confidential property of our client and may not be used for advertising purposes.
This report shall not be reproduced except in full, without written approval of this laboratory. The recording of false, fictitious or fraudulent statements or entries on this document
may be punished as a felony under Federal Statutes including Federal Law Title 18, Chapter 47
STO R Ittti@
Twin City Testing Corporation
TO: Kelly Murray DATE:
Wensmann Homes
RHS Building 1895 Plaza Drive. Suite 200 PROJECT NO.:
Eagan, MN 55122
PROJECT: FOUNTAIN HILLS COpy TO:
SHOWROOMIWAREHOUSE PRIOR
LAKE, MINNESOTA
662 Cromwell Avenue. St. Paul, MN 55114-1776
(651) 645-3601, Fax: (651) 659-7348
August 22,2000
030238
NQV 2 7 2000
;
1-Wensmal1n Homes
AUn: Tom.S'arn:L u_.
1-City of Prior Lake
Attn: Susan McDermott
COMPRESSION TESTS OF CONCRETE CYLINDERS
FIELD DATA:
Job Identification:
Date Cast:
Age to be Tested, days:
Slump, in. (ASTM:C143):
Air Content, % (ASTM:C231):
Location of Placement:
Specified Strength, psi:
Mix Designation:
Concrete Furnished By:
Cylinders Cast By:
TEST PROCEDURES:
TEST RESULTS:
Laboratory Number:
Diameter, in:
Height, in:
Area, sq. in:
Date Received:
Days on Job & Enroute:
Days Lab Cured (ASTM:C192):
Date of Test:
Time of Test:
Type of Fracture:
Load at Failure, lb.:
Compressive Strength, psi:
12A 12B 12C
7-24-00 7 -24-00 7 -24-00
7 28 28
444
1.5 1.5 1.5
Column piers, Grid points (D, 7), (C, 6)
4000
4067LM
Cemstone
T. Newhall
12D
7 -24-00
Hold
4
1.5
ASTM:C39 - Compression Test; ASTM:C1231 - Capping
010602-A
6.00
12.00
28.27
7-25-00
1
6
7-31-00
10:00am
Shear
122300
4330
010602-C
6.00
12.00
28.27
7-25-00
1
27
8-21-00
2:40pm
Shear
149690
5300
010602-D
6.00
12.00
28.27
7-25-00
1
Hold
010602-B
6.00
12.00
28.27
7-25-00
1
27
8-21-00
2:35pm
Shear
154730
5470
The 28-day compression test results meet the specified strength.
~ .
I
F:\BMC\2000CME\030238\0 1 0602 .doc
Information and statements in this report are derived from material, information and/or specifications furnished by the client and exclude any expressed or implied warranties as to
the fitness of the material tested or analyzed for any particular purpose or use. This report is the confidential property of our client and may not be used for advertising purposes.
This report shall not be reproduced except in full, without written approval of this laboratory. The recording of false, fictitious or fraudulent statements or entries on this document
may be punished as a felony under Federal Statutes including Federal Law Title 18, Chapter 47
STO R I.,@
Twin City Testing Corporation
662 Cromwell Avenue, St. Paul, MN 55114-1776
(651) 645-3601, Fax: (651) 659-7348
TO: Kelly Murray DATE:
Wensmann Homes
RHS Building 1895 Plaza Drive, Suite 200 PROJECT NO.:
Eagan, MN 55122
PROJECT: FOUNTAIN HILLS COPY TO:
SHOWROOMIWAREHOUSE PRIOR
LAKE, MINNESOTA
August 22, i20pO,
030238
NOV 2, 7 2000
1-Wensmahn'H<>ffie~
AUn: Tom Sand
1-City of Prior Lake
Attn: Susan McDermott
COMPRESSION TESTS OF CONCRETE CYLINDERS
FIELD DATA:
Job Identification:
Date Cast:
Age to be Tested, days:
Slump, in. (ASTM:C143):
Air Content, % (ASTM:C231):
Location of Placement:
Specified Strength, psi:
Mix Designation:
Concrete Furnished 8y:
Cylinders Cast By:
TEST PROCEDURES:
TEST RESULTS:
Laboratory Number:
Diameter, in:
Height, in:
Area, sq. in:
Date Received:
Days on Job & Enroute:
Days Lab Cured (ASTM:C192):
Date of Test:
Time of Test:
Type of Fracture:
Load at Failure, lb.:
Compressive Strength, psi:
13A 13B 13C
7 -25-00 7 -25-00 7-25-00
7 28 28
4% 4% 4%
1.5 1.5 1.5
Strip footing, Grid lines (C, 2-2.3), (8, 3-4)
3000
3067LM
Cemstone
T. Newhall
130
7-25-00
Hold
4%
1.5
ASTM:C39 - Compression Test; ASTM:C1231 - Capping
01 0646-A
6.00
12.00
28.27
7-26-00
1
6
8-1-00
8:20am
Shear
78230
2770
010646-8
6.00
12.00
28.27
7-26-00
1
27
8-22-00
10:40am
Shear
132630
4690
01 0646-C
6.00
12.00
28.27
7 -26-00
1
27
8-22-00
10:45am
Shear
133880
4740
~~~ ~ompreSSion test results meet the specified
Tyler Newhall
Engineering Technician
F:\BMC\2000CME\030238\0 1 0646 .doc
010646-D
6.00
12.00
28.27
7-26-00
1
Hold
Information and statements in this report are derived from material, information and/or specifications furnished by the client and exclude any expressed or implied warranties as to
the fitness of the material tested or analyzed for any particular purpose or use. This report is the confidential property of our client and may not be used for advertising purposes.
This report shall not be reproduced except in full, without written approval of this laboratory. The recording of false, fictitious or fraudulent statements or entries on this document
may be punished as a felony under Federal Statutes including Federal Law Title 18, Chapter 47
STO AI~@
Twin City Testing Corporation
TO:
662 Cromwell Avenue, St. Paul, MN 55114-1776
(651) 645-3601, Fax: (651) 659-7348._
Kelly Murray DATE: August 22, 2000
Wensmann Homes
RHS Building 1895 Plaza Drive, Suite 200 PROJECT NO.: 030238 NOV 2 7 2000
Eagan, MN 55122
PROJECT: FOUNTAIN HILLS
SHOWROOMIWAREHOUSE PRIOR
LAKE, MINNESOTA
COpy TO:
1-WensmanA Homes-
AUn: Tom Sand
1-City of Prior Lake
Attn: Susan McDermott
COMPRESSION TESTS OF CONCRETE CYLINDERS
FIELD DATA:
Job Identification:
Date Cast:
Age to be Tested, days:
Slump, in. (ASTM:C143):
Air Content, % (ASTM:C231):
Location of Placement:
Specified Strength, psi:
Mix Designation:
Concrete Furnished By:
Cylinders Cast By:
TEST PROCEDURES:
TEST RESULTS:
Laboratory Number:
Diameter, in:
Height, in:
Area, sq. in:
Date Received:
Days on Job & Enroute:
Days Lab Cured (ASTM:C192):
Date of Test:
Time of Test:
Type of Fracture:
Load at Failure, lb.:
Compressive Strength, psi:
14A 14B 14C
7-25-00 7-25-00 7-25-00
7 28 28
444
1.4 1.4 1.4
Wall, Grid lines (8.8-C, 7), (8.8, 6-7)
4000
4067LM
Cemstone
T. Newhall
140
7 -25-00
Hold
4
1.4
ASTM:C39 - Compression Test; ASTM:C1231 - Capping
010645-A
6.00
12.00
28.27
7-26-00
1
6
8-1-00
8: 1 Oam
Shear
103320
3650
010645-B
6.00
12.00
28.27
7-26-00
1
27
8-22-00
9:45am
Shear
160230
5670
010645-C
6.00
12.00
28.27
7-26-00
1
27
8-22-00
10:35am
Shear
159570
5640
010645-D
6.00
12.00
28.27
7-26-00
1
Hold
~ compression test results meet the sp~ed st en tho
Tyler ewhall
Engineering Technician
F:\BMC\2000CME\030238\0 1 0645.doc
Information and statements in this report are derived from material, information and/or specifications furnished by the client and exclude any expressed or implied warranties as to
the fitness of the material tested or analyzed for any particular purpose or use. This report is the confidential property of our client and may not be used for advertising purposes.
This report shall not be reproduced except in full, without written approval of this laboratory. The recording of false, fictitious or fraudulent statements or entries on this document
may be punished as a felony under Federal Statutes including Federal Law Title 18, Chapter 47
STO R I.tt;@
Twin City Testing Corporation
662 Cromwell Avenue, St. Paul, MN 55114-1776
(651) 645-3601, Fax: (651) 659-7348
TO: Kelly Murray DATE:
Wensmann Homes
RHS Building 1895 Plaza Drive, Suite 200 PROJECT NO.:
Eagan, MN 55122
PROJECT: FOUNTAIN HILLS COpy TO:
SHOWROOMIWAREHOUSE PRIOR
LAKE. MINNESOTA
August2,4r 2000,
030238 NOV 2 7 2000
1-Wensrnann Homes
Attn: Tom Sand
1-City of Prior Lake
Attn: Susan McDermott
COMPRESSION TESTS OF CONCRETE CYLINDERS
FIELD DATA:
Job Identification:
Date Cast:
Age to be Tested, days:
Slump, in. (ASTM:C143):
Air Content, % (ASTM:C231):
Location of Placement:
Specified Strength, psi:
Mix Designation:
Concrete Furnished By:
Cylinders Cast By:
TEST PROCEDURES:
TEST RESULTS:
Laboratory Number:
Diameter, in:
Height, in:
Area, sq. in:
Date Received:
Days on Job & Enroute:
Days Lab Cured (ASTM:C192):
Date of Test:
Time of Test:
Type of Fracture:
Load at Failure, lb.:
Compressive Strength, psi:
15A 15B 15C
7-27-00 7-27-00 7-27-00
7 28 28
5% 5% 5%
1.5 1.5 1.5
1) Foundation wall, Grid lines (A-B, 5), (A, 4.5-5)
2) Column piers, Grid lines (D, 4), (C, 3)
3) Strip footing, (A.1, 2-2.3)
4000
4067LM
Cemstone
T. Newhall
15D
7 -27 -00
Hold
5%
1.5
ASTM:C39 - Compression Test; ASTM:C1231 - Capping
010630-A
6.00
12.00
28.27
7 -28-00
1
6
8-3-00
8:40am
Shear
102160
3610
010630-6
6.00
12.00
28.27
7-28-00
1
27
8-24-00
1 :20pm
Shear
144560
5110
010630-C
6.00
12.00
28.27
7 -28-00
1
27
8-24-00
1 :35pm
Shear
137900
4880
010630-D
6.00
12.00
28.27
7-28-00
1
Hold
REMARKS: The 28-day compression test results meet the specified strength.
~, iillMff rIA I~~
Tyler 'ewhall ~ralght
Engineering Technician Staff Engineer
F:\BMC\2000CME\030238\010630.doc
Information and statements in this report are derived from material, information and/or specifications furnished by the client and exclude any expressed or implied warranties as to
the fitness of the material tested or analyzed for any particular purpose or use. This report is the confidential property of our client and may not be used for advertising purposes.
This report shall not be reproduced except in full, without written approval of this laboratory. The recording of false, fictitious or fraudulent statements or entries on this document
may be punished as a felony under Federal Statutes including Federal Law Title 18, Chapter 47
STO RI~@
Twin City Testing Corporation
662 Cromwell Avenue, St. Paul, MN 55114-1776
(651) 645-3601, Fax: (651) 659-7348
TO: Kelly Murray DATE:
Wensmann Homes
RHS Building 1895 Plaza Drive, Suite 200 PROJECT NO.:
Eagan, MN 55122
PROJECT: FOUNTAIN HILLS COpy TO:
SHOWROOMIWAREHOUSE PRIOR
LAKE, MINNESOTA
030238
.-
1-Wensmann Homes
Attn: Tom Sand
1-City of Prior Lake
Attn: Susan McDennott
COMPRESSION TESTS OF CONCRETE CYLINDERS
FIELD DATA:
Job Identification:
Date Cast:
Age to be Tested, days:
Slump, in. (ASTM:C143):
Air Content, % (ASTM:C231):
Location of Placement:
Specified Strength, psi:
Mix Designation:
Concrete Furnished By:
Cylinders Cast By:
TEST PROCEDURES:
TEST RESULTS:
Laboratory Number:
Diameter, in:
Height, in:
Area, sq. in:
Date Received:
Days on Job & Enroute:
Days Lab Cured (ASTM:C192):
Date of Test:
Time of Test:
Type of Fracture:
Load at Failure, lb.:
Compressive Strength, psi:
16A 16B 16C 16D
7-28-00 7-28-00 7-28-00 7-28-00
7 28 28 Hold
4 4 4 4
1.9 1.9 1.9 1.9
Strip footing, Grid lines (B, 2.3-3), Column pads (A.5, 2-3)
3000
3067LM
Cemstone
T. Newhall
ASTM:C39 - Compression Test; ASTM:C1231 - Capping
010641-A
6.00
12.00
28.27
7-31-00
3
4
8-4-00
10:12am
Shear
87820
3110
010641-D
6.00
12.00
28.27
7-31-00
3
Hold
010641-B
6.00
12.00
28.27
7-31-00
3
25
8-25-00
10:05am
Shear
124430
4400
010641-C
6.00
12.00
28.27
7-31-00
3
25
8-25-00
10:10am
Shear
118880
4210
REMARKS:
The 28-day compression test results meet the specified s rength.
,~~ ~
Tyler Newhall
Engineering Technician
F:\BMC\2000CME\030238\010641.doc
Information and statements in this report are derived from material, information and/or specifications furnished by the client and exclude any expressed or implied warranties as to
the fitness of the material tested or analyzed for any particular purpose or use. This report is the confidential property of our client and may not be used for advertising purposes.
This report shall not be reproduced except in full, without written approval of this laboratory. The recording of false, fictitious or fraudulent statements or entries on this document
may be punished as a felony under Federal Statutes including Federal Law Title 18, Chapter 47
STORI~@
Twin City Testing Corporation
Kelly Murray
Wensmann Homes
RHS Building 1895 Plaza Drive, Suite 200
Eagan, MN 55122
PROJECT: FOUNTAIN HILLS
SHOWROOMIWAREHOUSE PRIOR
LAKE, MINNESOTA
TO:
662 Cromwell Avenue, St. Paul, MN 55114-1776
(651) 645-3601, Fax: (651) 659-7348
DATE:
August 28,2900
030238
NOV 2 7 2000
PROJECT NO.:
COpy TO:
1-Wensmanh Homes
Attn: Tom Sand.
1-City of Prior Lake
Attn: Susan McDermott
COMPRESSION TESTS OF CONCRETE CYLINDERS
FIELD DATA:
Job Identification:
Date Cast:
Age to be Tested, days:
Slump, in. (ASTM:C143):
Air Content, % (ASTM:C231):
Location of Placement:
Specified Strength, psi:
Mix Designation:
Concrete Furnished By:
Cylinders Cast By:
TEST PROCEDURES:
TEST RESULTS:
Laboratory Number:
Diameter, in:
Height, in:
Area, sq. in:
Date Received:
Days on Job & Enroute:
Days Lab Cured (ASTM:C192):
Date of Test
Time of Test:
Type of Fracture:
Load at Failure, lb.:
Compressive Strength, psi:
REMARKS:
17A 17B 17C
7-31-00 7-31-00 7-31-00
7 28 28
6X 6X 6X
0.8 0.8 0.8
Strip footing, Grid lines (A.8, 1.9-2.4); and
Column Piers, Grid lines (A.1, 2), (A.1, 2.3)
4000
4067HM
Cemstone
T. Newhall
17D
7-31-00
Hold
6X
0.8
ASTM:C39 - Compression Test; ASTM:C1231 - Capping
010651-A
6.00
12.00
28.27
8-1-00
1
6
8-7 -00
8:30am
Shear
84860
3000
010651-8
6.00
12.00
28.27
8-1-00
1
27
8-28-00
11 :50am
Shear
131790
4660
010651-C
6.00
12.00
28.27
8-1-00
1
27
8-28-00
12:45pm
Shear
128670
4550
010651-D
6.00
12.00
28.27
8-1-00
1
Hold
The 28-day compression test results meet the specified strength.
1M~.~
Tyler Newhall
Engineering Technician
F:\BMC\2000CME\030238\010651 ,doc
~^
--
Information and statements in this report are derived from material, information and/or specifications furnished by the client and exclude any expressed or implied warranties as to
the fitness of the material tested or analyzed for any particular purpose or use. This report is the confidential property of our client and may not be used for advertising purposes.
This report shall not be reproduced except in full, without written approval of this laboratory. The recording of false, fictitious or fraudulent statements or entries on this document
may be punished as a felony under Federal Statutes including Federal Law Title 18, Chapter 47
STO RI~@
Twin City Testing Corporation
662 Cromwell Avenue, St. Paul, MN 55114-1776
(651) 645-3601, Fax: (651) 659-7348-
TO: Kelly Murray DATE:
Wensmann Homes
RHS Building 1895 Plaza Drive, Suite 200 PROJECT NO.:
Eagan, MN 55122
PROJECT: FOUNTAIN HILLS COPY TO:
SHOWROOMIWAREHOUSE PRIOR
LAKE, MINNESOTA
, . r ,_
August 29, :2000
NOV 2 7 2000
030238
1-Wensmann Homes-
AUn: Tom Sand
1-City of Prior Lake
AUn: Susan McDennott
COMPRESSION TESTS OF CONCRETE CYLINDERS
FIELD DATA:
Job Identification:
Date Cast:
Age to be Tested, days:
Slump, in. (ASTM:C143):
Air Content, % (ASTM:C231):
Location of Placement:
Specified Strength, psi:
Mix Designation:
Concrete Furnished By:
Cylinders Cast By:
TEST PROCEDURES:
TEST RESULTS:
Laboratory Number:
Diameter, in:
Height, in:
Area, sq. in:
Date Received:
Days on Job & Enroute:
Days Lab Cured (ASTM:C192):
Date of Test:
Time of Test:
Type of Fracture:
Load at Failure, lb.:
Compressive Strength, psi:
18A 188 18C
8-1-00 8-1-00 8-1-00
7 28 28
6X 6X 6X
1.0 1.0 1.0
Column pads, Grid lines (D, 5-6), (C, 4.5)
3000
3067HM
Cemstone
T. Newhall
18D
8-1-00
Hold
6X
1.0
ASTM:C39 - Compression Test; ASTM:C1231 - Capping
010670-A
6.00
12.00
28.27
8-2-00
1
6
8-8-00
9:43am
Shear
62420
2210
010670-B
6.00
12.00
28.27
8-2-00
1
27
8-29-00
9:50am
Shear
110410
3910
010670-C
6.00
12.00
28.27
8-2-00
1
27
8-29-00
10:15am
Shear
113950
4030
010670-D
6.00
12.00
28.27
8-2-00
1
Hold
R;~: ;:S-day compression test results meet the S~Cj:A st~
Randy Schlegel - ~rk S\raight
Supervisor Staff Engineer
F:\BMC\2000CME\030238\0 10670 .doc
Information and statements in this report are derived from material, information and/or specifications furnished by the client and exclude any expressed or implied warranties as to
the fitness of the material tested or analyzed for any particular purpose or use. This report is the confidential property of our client and may not be used for advertising purposes.
This report shall not be reproduced except in full, without written approval of this laboratory. The recording of false, fictitious or fraudulent statements or entries on this document
may be punished as a felony under Federal Statutes including Federal Law Title 18, Chapter 47
STO R I..,@
Twin City Testing Corporation
662 Cromwell Avenue, St. Paul, MN 55114-1776
(651) 645-3601, Fax: (651) 659-7348
TO: Kelly Murray DATE:
Wensmann Homes
RHS Building 1895 Plaza Drive, Suite 200 PROJECT NO.:
Eagan, MN 55122
PROJECT: FOUNTAIN HILLS COpy TO:
SHOWROOMIWAREHOUSE PRIOR
LAKE, MINNESOTA
August 29,2000-.
030238 !
NOV 2 7 2000
1-Wen$mann Homes
Attn:lTom.$and
1-City of P riot Lake
Attn: Susan McDermott
COMPRESSION TESTS OF CONCRETE CYLINDERS
FIELD DATA:
Job Identification:
Date Cast:
Age to be Tested, days:
Slump, in. (ASTM:C143):
Air Content, % (ASTM:C231):
Location of Placement:
Specified Strength, psi:
Mix Designation:
Concrete Furnished 8y:
Cylinders Cast By:
TEST PROCEDURES:
TEST RESULTS:
Laboratory Number:
Diameter, in:
Height, in:
Area, sq. in:
Date Received:
Days on Job & Enroute:
Days Lab Cured (ASTM:C192):
Date of Test:
Time of Test:
Type of Fracture:
Load at Failure, lb.:
Compressive Strength, psi:
REMARKS:
19A 19B 19C 19D
8-1-00 8-1-00 8-1-00 8-1-00
7 28 28 Hold
5% 5% 5~ 5%
1.6 1.6 1.6 1.6
Column pads, Grid points (C, 4), (A.5, 1.7); Column Pier (A.8, 2.2)
4000
4067HM
Cemstone
T. Newhall
ASTM:C39 - Compression Test; ASTM:C1231 - Capping
010669-A
6.00
12.00
28.27
8-2-00
1
6
8-8-00
9:35am
Shear
92050
3260
010669-8
6.00
12.00
28.27
8-2-00
1
27
8-29-00
10:30am
Shear
151600
5360
010669-C
6.00
12.00
28.27
8-2-00
1
27
8-29-00
10:35am
Shear
155970
5520
010669-D
6.00
12.00
28.27
8-2-00
1
Hold
The 28-day compression test results meet the specified strength.
i~~'.'
Staff Engineer
F:\BMC\2000CME\030238\01 0669 ,doc
Information and statements in this report are derived from material, information and/or specifications furnished by the client and exclude any expressed or implied warranties as to
the fitness of the material tested or analyzed for any particular purpose or use. This report is the confidential property of our client and may not be used for advertising purposes.
This report shall not be reproduced except in full, without written approval of this laboratory. The recording of false, fictitious or fraudulent statements or entries on this document
may be punished as a felony under Federal Statutes including Federal Law Title 18, Chapter 47
16:16
6123226147
GENZ-RVAN
PAGE 01
Fax
To:
1rLr,~s
From: ~J
Co:
Co:
..:
Phone: (651)423-1144
-.,.., .
D."~
Fax II: (651) 322.6147
(651) 322-1469 Service Department
o Urwent
o For Rev"w D P..... Comment 0 PI._. Reply
o PI.... Recycle
Conll".nu: ~ i/
~dJ
, I
~,'~~-fl r" t-I~~
NUMIII!R OF PAGES (INCLUDING C:OVI!R .HEET): L
15:15
5123225147
GENZ-RVAN
PAGE 02
P.o. Be. 27316
GaIda Vdey, MN 55427
SCOTT D. KNEE~ P.E.
RJ:GlSnDD MEC'ILUIICAL &NGllUER
Beada., Vatlldaa. AIr C~I,'"
.........1 Balp
.....; (6IZ>--9-907I
.a_r: (612).901'-'5
October IS. 2000
To: Raben Hutc.bim
City of Prior lAke
16200 Eap: Creek AWDUe
Prior Lab, MN 5'372
RB: Foumain Hills SbowrOCInIWanhouse
PriOl'Lake, MN
Dear Robert,
~,.,....,
As per QW' pboDe CODVcnatioo, 11NOUId 1ikc to CODfinn the following four issues we discussed
and allO advise Todd Boyum. wirh Gcuz-Ryan.
9 fo-A '5~ l44o~frt\
Inlle .1: QmIde air lor acc:eptabIe iadoor qaaIIty. SbowrocmIWarebouae areas are provided widJ
1440 eFM CJUISide air to satilfy ASHRAE 62..1989 for 96 occupants (ccat:inuous) or 192 oecupantl when
peak is 3 boars or ... (pqe 2). ArdIitrd auticipalcs 10 employees ud 40 custunen at peak OCQlpancy.
If you do DOl asnc with this desip, Gcoz-Ryan wiD install a CO! sensor and alarm (set for 800 ppm) to
Itlert GWDIII' ~ u",~~1e COt lcwU. (See ... 4 - 1000 ppm l".nIIIi"~JOUI_)
lime a: How.no c...Ry_ werify outsidE air ill die ....... of lS% i.~, Assume manual
dampen Ie! OD day wbm the c.'JUbide air is -soF and rd:um air is 70oF. Gc:nz..Ryan will opc:n dampet until
mixed airtc:mpcnd.ure is 51.750F.
M.A. tallpcnduJe = .1S(-SOF) + JIS(700F)
== -.7soF + '9.,SoF
=: SI.7soF
1- G; CuIII -".,<-:o.lIir for eadI Uait ~ .. Provide ccmbuation air iDtake area grraICr than or
equal to the ftue pipe SIal.
I... N4: Relief air from lower Ieftl cast of6c:a... PnMde a IOxID-relief.grille (1I2"JC.112" ..crate)
ud . l(bc 1 0 relief duct fiom cad1 ofticz. Grine and dud will transfer 120 CFM at . duct vdoc1ty lesa
tIwI 2'0 fi:d: per aninutc.
PIc:ue call (612) 849-9071 ifyau have any quostioDs.
Siocerdy _
Ju.tt tJ. '?J -- - YL
SCCG D. x..n. P .E.
Copy; Todd Boyum
Gcu-R,-
GENZ-RYAN
,,+8- i" {, f
1'AIILE :I
01.J'lbOOlt AI. REQUIIlDIEN'I'S lOR yItNDLAnON- (Colltl,,1MtII)
11 COMMEllCIAL FACIUllES (of'" do,... "'Opt, bo-, ....... ladlllll:l)
Ouldoor AIr .........
LI.. cla/....
,....
16:16
6123226147
.
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......... ~.....
O~;,; ~
P/l_ ..,1..2
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.......
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PAGE
03
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....:....... ... 1Ioen. ...
....'...~
'......t lIDd Met
'U' .. ,noon
~ '
~
'~".. . . .. '~d ~YJ'"
~
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.....~
~..'
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rufnJUolR:
dl1lp, fabric
5 ,..'
\ . ~ .. - .
,:;,,;:,:",~ . ~:
i .:,..,,:_J'::'~)
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, ,. . uddIKQI
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'~
. :_booIJu
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, _.room.
'~ttorm.
\WdOI~" .'
j :,,,).j~r.,
l~ '~~~~~ .' ".. ...
~,
~...~'
t
30
)0
I'
110
4-;:: ~ fiG 30
2S U 8
2J Z-' J3
zo IS I
8 15 8
8 U' 8
8 U 8
150 IS 8
70 25 13
30 20 10
100 25 13
70 2$ 13
fir) 20 10
ISO 20 10
1'0 U 8
70 J5 8
100 IS 8
100 IS 8
UO IS 8
10 lS 8
0.30
0.20
0.1$
0.20
0.20
O.U
O.OS
0.30 2.50
1.00 S.OO
0..50 2.50
0.50 2oJO
z.. (/ " ,: 1.-.1
r&-'
,.
· 1khJe 2.......JUppl, ""' of acapcable 0~1doof air lIIlIuinld (or ~cp&abli
btcIoar "t'..IIIlk~ n.- ~_1IaYe .... choten. to ~oDClDl COz aM athw con.
1mft1MD&.e witllulllllecauae IDUlin of...fcty 8DcIlO I&:COUnt fOr health "lII"IauOllll
.
171~~e.t...lftheoUldooraireon..
tuninant eve s e:cceed the va1u~&i"Cn in 6.1.1 ('D1blc 1). the
air should 1:Je tleated to conued the oIFendina c:ontamlnanu.
Air-cJ_nin8 .,.terns suitable for Ehe p.rticJe size eq-
co,untered .hould.be used. For removal of gues and \'Ilpon.
ASHKAB ~JU) 6z..1,.,
. iYt' J.l.lt?"'~\>::vt~,-rl ,+ "," .
r
~
1.50
1.00
0.75
1.00
1.00
o."s
0.2'
NGI1n.JI~ auppllcd by Iran.rer air.
loceJ mechallicaJ qbau'l; aPliutl
with 110 n:cirt\lla.ion ~om.nended.
Vaatlladon to optJmize ....nt ,rowlb
may dictate nqu'RIIlen~.
When inlCh\al ~ombu.tion wines
are operattld for Ih.intc....nc:c of
playin..urfa.. inc~.ed "CncUa-
lion ...ra may be rwqubed.
Hilhcr _lues mllf be rwquirecl ror
humidity &:ontto'.
Special ~tilalion wJII be needed
1.0 eliminate .p<<i&I.la,c t:n~tJ
(c..J.. dry ice Wlpor., lIli.t.. etc.)
Vwmtilation wi,hin vchlc:le.s may
~uire .pcci" c:oIllJdcraUon"
SpaaII mall.wlled at low t.mJ)cra~
tu.... ( - . O.p 10 + 50 -P, 01' - Z3 lie
to + 10"C) ate nol ~ by
rbac .,:quln:rncnls IUlIeu Ihe ~cu.
panc,i.conunuou.. ~nlUaUon
from adjol... .pac. '* penniui-
blc. When tbe or:cu"lKY I. Inter-
JIIitlent. inlJluadon will normall~
~ the ....dJatlon requlrEmc,u.
(~ JeI.I).
nd. mOCknlc aQIOUOI of .mo~in&, R.lion.1
ppeudla D,
apPlOpriate air-dc:ardDSIYiteml should be used. Where the
best available. demon.trated, and pro~en tcchnololY does
not .now for the re.rnoYlll of contaminants, the amount of
outdoor ail" may be reduced durin! periods of hiah con-
taminant levels. luch as thole lederaled by ruth-hour
.CD
"I~
f
,,^
16:16 6123226147
Je deli1lel'ed to lhe conditioned space at all times tbe
Duilding is in use except as modified in &.1.3.4.
Properly c:1~ed'air may' be ~irculated. Under the
ventilation ratc procedure. for other than intermittent
variable occupancy as defined in 6.1.3.4. outdoor air flow
rates may not be reduced below the laIUir:emenls in D.ble
2. Jf clel'ned~ recirculated air is used to reduce the outdo'or
air flow rate below the values shown in lllble 2,' the Air
Quality Procedure, 6.2., must be used. Tbe air~cleaning
system for the rec:ireulated air may be located in the recir-
culated air or in the lIlixed ou~door and rec:irculated
airstream (see Fig. 1).
The recirculation ratc for the system is determined by
[he airadeaning Iy&tettl efficiency. The recirculation rate
must be increased to achieve full benefit of the air...cleanina
system. The air-cleaning uscd to dean recirculated air
should be designed to reduce particulate and, where
neces"uy and feasible. pacous contall)jnants. The system
shaU be atpable of proYidinl indoor air quality equivalent
to thar obtained uains outdoor air at . rate specified in
Thblc 2. Appendix B may be referenced for assistance in
calculatinl the air now requirements for cornmonl)' used
air distribution syslan$.
6.1.3.3 Ve......tao. EfIedIW'IIaI. it.: Outdoor air
for cOnlrOlUnl contaminant cODcentration can be used
for dilution or for sweeping the contaminants from their
source. The values in 'I1lble 2 define the outdoor air need-
ed in the ocxupied. zone for well..rnixed conditions (ven-
tilation effectiveness approaches IOOlVo). The ventilatio
effectiveness is defined by the fmetion of the outdoor
delivered to the space that reaches the occupied zone.
Ventilation effectivenC'$s may be increased by creatins
~
1.0
, = Correcled fra~'on of olltdoor air
an total .upply
X ~ SUItt of ... z..... outdoor airflows
Oh,lded '-y 10181 .uppl,
z . Ou'.oor e', tracllon reqy're<t In
..,ppl, 10 erlUcal .pee.
0.8
y 0.6
y a X/(1.X~Z)
0.4
0.2
o
o
0.4
0.8
'.0
0.8
X
0.2
n~. J Yelltll_tion R_dllctiDIf I" Mlllt/plt: ~$ Slip plied fro",
Q Co,"mon SOIl~
,.
~
~; --.
Ii:..,
12
-
GENZ-RVAN
PAGE 04
a plug flow situation. If the flow pattern i$ such that the
ventilation air nows paSt the contaminant sOUrce and
sweeps the contaminant toward an exhaust, lhe contami~
nant eoncentretion in the exhaust can be greater than that
for tbe wcllRmixed condition. Ventilation effectivc:ncss can
then be greater than that which would be realized with
perfect mixing. Local exhaust systems oPerate in this way.
With perfect mixing between the ventilation air and the
air in a space, ventilation effectiveness is 100.,.. With per-
fect mixing, Ev ;;;; 1.0. It is, however, nOl uncommon to
find some of the ventilation air bypassing the occupants
(movilll from supply to shaUSI wilbout fulJy mixing in the
occupied zone) and achieving E.. ,,-lues .s low u O.S (see
lkf 26). Such Oow conditions"should be avoided. The abili..
11 of tbe ventilation air to mix in the occupied zone can be
improved through reciJCulation or acdve mixing of the air
in the space. Additional information abOut ventilation
effectiveness can be found in Appcndi" F.
6.1.3.4 laknaJeteo. or .rlable ocC!..pa.C'Y. Ven~
tilaling systems for SPaces with intermittent Dr variable
occupa~ may have their outdoor air quantity adjusted by
use of dampers or by stopping and starlins the ran s)'Stem
to provide suffic:itnt dilution to maintain contaminant c:on-
cennations within acceptable leYcJs at all times. Such
syslem adjustmeot may 1al or Ihould lead oc:cupancy
d .
oa:upa.ncy. \IZh~"V'., -' enJy wi
e-'Fr-t---.w;"r .' .. , L __. y.h_M'.'Ihort-term
heak&a..- ( i. ~nn .. 1 J__h..~..noc:cupied
~!\" ;~. &a.pv': jn ... ~~.'. r... .r, HL &iitd'oor'air,
~~.A 1. & ..'J~~ ~ ',' ~J'!P""'.J. Wh~n con-
ASHRAE STANDARD 62..1~'9
~,
@
t" .~
.-;
16:16 6123226147
,.J Qulllld..Uw ~u,'lo". >>le 1 furnishes infonna-
.Ion on ac<:eptable tontaminant ll:\lels in outdoor air. This
table also applies indoors for the same CJlpoSUl'e times. For
additional information on contaminants in the outdoor air,
See! 6.1.1. lablc 3 contains Umiu for four other indoor COft~
raminants. Three of these are limits set ,by other bodies as
dicated in the table. The limit for 002 was "ecrted,'ba'Rd
o' . . . q:.g~..p's!!;nt,iJ.l",..
c;ontaminants for which defmite limits baw not beaa set are
_ cli!K:lIued in Appendix C. Tables C-l and C-3 do not include
all known contaminants that may be of concern, and these
concentration limits may not, ipso facto. ens~ acceptable
indoor air quality with rcspcc;110 otber contaminants.
f1fl1mlkl.....--1. l' L. .b(\)QJ)..4ioxi4e. water
vapor. particulateS, biololica1 aemlOls, and Or.~r 'contam-
inants. ~bon diGidCG8Il.......-.don.bas been ~id~y,~
as an jodieator of iDd~~'4~.ty. A. -limit of .IOOOlpPjn
~-
PR
GENZ-RVAN PAGE 05
"t:"1.)~ :- ~mmendad.. ' odor:).Qriteria.
2 ro Y any me 0
lion. the effects of the possihle elevation of olher contam.. \
inants must be considered.
In recent years a nwnber of indoor contaminants have ~.
received increased attention and emphasis. Some of these
contaminants, such as formaldehyde or other vapor pha
.organk.,co....y. ndI, are,,~rat~)~y ~he b' .
contentS, and its site. Another imponanl Iroup of con-
taminants is produced by unvented indoor combustion.
The presence and use of consumer and hobby products. as
well as cleaning and maintenance products, introduce a
range of largely episodic releases of contaminants to the
indoor environment (see: Ref 30).
There ate allaO comple.. mixture&. luch as environmen-
tal tobacco smoke (see Ref 31). infectious and aJJergenie
biologic aerosols, emanation$ from human bodies, and
. ( . It,
&. Compute the air capacity per penon in lhe space in ft' (m').
b. Find the required ventilation rale..ln cfm (LIs) pet person.
~ Bnlel' Fiaure 4 with these values and read the maximum permissible vend-
lation I.. time after Ot,up.n~ from the intcna:tion of & and b.
50
~
50
25
~
'"
g::
~ 10 5 z:
A..
....... 0
~ Vl
a:
U w
~
--.
'"
5 2.5 """
-~,
,
O. 1
5.0
0.5
10.0
J
1.0
HOURS
PERMISSIBLE LAG TIME
FI6." M~""..", ^,,,,i&rIb/~ V,mtil",ioll Ltl6 Tim,
ASHRAE STANDA.RD ~J9.9
-~,
@
pall~es. AE aiM) rccomm....dll ill UIe Q. .uidclinr: for other buildln. occu-
pandea until ~f1c l'eCommcnclaUonl (or ot_ QCCUp...clq are published by.p.
proprlale 111l1'''oril)',
,
'I acceptable tcc:hnolo&>'t and vigilance telarding adverse
influences of reduced ventilation. must therefore suffice.
f Ap~ndix C contains information on Itandards and B\.Iide-
f. Jines for .seleaed air contaminants. Uniform governmental
t policies rcsardina limits on cxposu~ to environmental car-
EO.tenS have not )lC'l emCfged.
< -A ~
16:16
6123226147
GENZ-RYAN
"
'..
. . . '.. ... ..', ' "l"l YULE J ... ~
GUIDELIPiD FOR SEJ.tcrED .~.* CON'tAMtNANTS OF'I~1t OK.~.n ..'
:. ~....~.-=t...... .. '. :." ,,'.. "ta"'~., E"poslln: '1"._ Co.......
I.a aIm'
J "'/01'
100 IJ&Im'
. pCI/L (29, 3:1)b
CGntin..ous
Continuous
Continuo".
J\?'1"al AYa1lIC
Sft Appendia D
Refen:rx:e 27
Ilef....1ICZI 2'
For alalia. hou.. lIlIn ac:eed
. L ace Z9
Carbon DiOJCick:
Chlo("da....
OJQIIC!
Radon 811I
-~-'.;~
"Thi, kwl I, no( con.dCied a _Ith ri_ bu. it a surroptc (or h",man c:ornfor.
t'*"). See SeedoR 6.1.) .nd Appandi. D.
This SPA I'KDINIMlndall~ .pPIia IJ*;iflGBlly la residential .nd .mool ~u.
ernanatign. from food preparation. PRlCise quantitati~
lRatmcnl of these contaminants can be difficult. 1b some
degree. adequacy of control must rest upon subjective
evaluation.
(n the c:::Qe of sam., odorless biolosic aerosob, subje.:-
rive evaJuadon is irrelevant. Application of .enerally
PROCEDURE
~'.'"
a. Compute the air (:apacity per per$on in the space in ftl (m~).
b. Find the requind ~ntil.tion rate, in dm (LIs) per person.
~ Enler Flaure , with these values and n:ad tbe minimum req\li~ WIlU-
lacion lead time betore occupancy from the inlenecdon of. and b.
..... '"
~
ffi 10
~
:!
u
5
.~ ~;. iJil::_'IJ:
-"..
. ..~~:.:~'i\.~ 1."
Ii".. .
1
0.1
0.5
10.0
1,,0
HOURS
REQUIRED LEAD TIME
'II. 5 Miltl",.,,,, Vntli/tll;on Time ReqJiI;~d Jhd'orr Occuptlncy qf St;N1c:e
5.0
PAGE 06
,f
\
1
)
I'
I
'. ...._, ~
..-'
5
z
o
en
a::
LoU
~
-..
."
-..
2.5
@
..
\ Operall".......lllon .eF to 122." (O.e,; 10 50"'\';)
I 5 to 8'~ RH. 1'10n OO,.d..,ei"SI
I
I AI~ .pprDV.'
.- -'@-
r v_ .....
-
1
1
.,
~
,:~
~
'i
~
I I
OCT 11 '00 rag: 29RM MINVR....CO r1=t.S 920 ..'. .' ....' "~_..: _'.:'.' ;....,.";. y~. " .
;' '. ,.,.; '14,' \'V"'... ;.\ ~ .~~~" t., .')., ..~.,~,~V,. ..::',;.',1. .:'~, i..'!.f~t:!fIIJ\\-r. 4
, ; ::1 I"~I.".( J"!fll:I" 'J' ,..~ ':,' '., ~li:.;;>, ::;i!<~: F::': 'j~~, . :,'r'~f:* 'f: '"
Ie I .:' '~JII ':.' l,tt1fl; '~~ <t ~..,f;.,~1t ;~(~~~'~,."~ '!
I: I': ':i fl. 'lti if ,,;F: .........,., ':;~~. ".~ . '. ' .' -I' .. '.
. ; ;. -I 1 ,1111 J'" 'I . ~ .:... ,.. . :.': .,.... , 1-'
-" 11" f, i .. ~ A · ":~? . . .:. ' '. '. . '
..' .. IIJ I,. ;,.: ~II ~c., ,'. ,,'. . .
. . I . I II' '1 ~t .~~~' ~ .1. .' ' . .
· '. .. :'O:.ltl~< ..~ ;1' .. :< 0
" . 7 atlllfj.JI.J'UI"M~IJ:::r .1,. ."0 .. . I ~ I
1 J ) fJ 1 a." ~ll' , · . II c . ~ I .
, .' I" Iii.. 11...ll-1J1I,., ; H I ~
.: .' JI .!ijlltj.J1J.. !l=: .' . ! :~ i! .1 ;
.j : .!i~l!j.ji.ll~l,,'.' .J.if!t i. ...." . . ! j '1 I.
..,' fl'.-. ':'~'i..: ::' .
. . .:~~. '.
'.,' .
J 16:16 6123226147
GENZ-RVAN
PAGE 07
, ,.
, ,
..1..."lIfl'......._.t~..,.. ,........ :,......_.l..:..'__~........"..;.;.....,/~_:"'.. ~~..~.......~~..;......I""... . . '~.' .'~ ....,1... '_'_at__... ".--.
, .
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l't!I~,.' '. .~,~' JJlI'!.JI'i~' IfJj'.' · i
. Jf!Il'. . 'I' ~I;.~J ,Jfil.' . ;Ji
'III"{. t i "'f"j! ',t~. i
t .,! ,.,f I .f'l I ,i \. . J
JfUJ11 J'. lIt.;! fJifif ~ I'
liltli.J .~fl. f:J.ji.!JI. a.;r~li "..~:. . . .' . ,;;
~~ " 111"t ';il'll J II' '.' '. ..' "';,' . .... ....:. :. . .I
-I- J. .,1 '. 'I J .. .:. ~ .... ~ ; ':.. ". ....' , .' ,~, ." ';'.. :': . , 21
.! f I' . "111 ~ ) :i. J I, ': ~', ,:". . ('f.:.>..:,. ,:.,'. . ,.~~~;;:.:,':: .::,:::' :'
to .fJ .i =,' -il ~ '.' '111". ~: 111" . >.,,~ · ~'.' '. ..~:i:::f:":": ," ':.;. :111.
i ll~ :1: I -I' . t; J.. ,. ~,~ .::;. t.. ,'\ . . ~ :
u . f J Q Ii J ~ . 1. If It . f ~ '.f 1 , .~.. ~. \SI- ...
~..____c____
4 Metropolitf ~l Council
~ Working for the Region, Planning for the Future
Environmental Services
June 7, 2000
Bob Hutchins
Building Official
City ofPnor Lake
16200 Eagle Creek Ave.
Prior Lake, MN 55372-1714
00 ~04(oCf
Dear Mr. Hutchins:
The Metropolitan Council Environmental Services Division has determined SAC for the
Fountain Hills Showroom to be located within the City of Prior Lake.
This project should be charged 7 SAC Units, as determined below.
SAC Units
Charges:
Showroom
11944 sq. ft. @ 3000 sq. ft.lSAC Unit
Office
2640 sq. ft. @ 2400 sq. ft.lSAC Unit
Warehouse
10656 sq. ft. @ 7000 sq. ft.lSAC Unit
3.98
1.10
1.52
Total Charge: 6.60 or 7
If you have any questions, call me at 602-1113.
Sincerely, j)). t:..~ j,. . .._.__h
~ Q) (l'jLULJ Cbl.
Jodi L. Edwards
Staff Specialist
Municipal Services Section
JLE: (425)
000607S2
cc: S. Selby, MCES
Wensmann Builders
230 East Fifth Street St. Paul. Minnesota 55101-1626 (651) 602-1005 Fax 602-1183 TDD/TIY 229-3760
An Equal Opportunity Employer
on -04&9
The Cenler of Ihe Lake Counlry
White - Building
Canary - Engineering
Pink - Planning
BUILDING PERMIT APPLICATION DEPARTMENT CHECKLIST
NAME OF APPLICANT LVQ K'\~( -C:> i \ (\( "
APPLICATION RECEIVED -----ff\.o. ZJ .2 O~ I ciOUO
The Building, Engineering, and Planning Departments have reviewed the building permit
application for construction activity which is proposed at:
Lf 2> $5 S" nS1 N\b n ~ \l\ (J(\ yt ~ E
Accepted V Accepted With Corrections
Denied t · / ) /
Reviewed By: ~(.-uf Date: '112/0<.>
Comments: \. t>fZ.o \oJ ,06 t(..,,-u M f M-'ttuN ~b c::te'r CA.l. c.u c..A\~.
~. St:.~re ~(-r? ~E~,) t=o(2.. EAc..l-f Te~
t
Ke.c..~, S'P~~" I PLu~"\a ( SEt.U&JL ~... c.,(jA16R- t EL.e:c..1'1L<cA\-..
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.1I
Thr ('rntrr of thr Lakr Country
~,.,~q
~:j
White \ ~Ui~i. C I
Canary - Engineering
Pink - Planning
BUILDING'PERMIT APPLICATION DEPARTMENT CHECKLIST
NAME OF APPLICANT
APPLICATION RECEIVED
: ~
\ \,J {,r, '\ ( C:>
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The Building, Engineering, and Planning Departments have review.. the .uil.in~ lIermit
application for construction activity which is proposed at:
L I "S (/ S- -C~ \-.,. . I \ \ \ {. l"'\ ~", /: N' E
-- 0 1 '''':\ f,r\ I Cl \ () , I i \\.... '\ J l \ 1~ _ ~
Accepted
/
Accepted With Corrections
Denied
Reviewed By: ~ O. K~
Comments:
Date: fl.1 a1 em
· ~ rnu.~ ./)R. IDOJ.:i:d a(') ~ ~d ~
~/l'VJ uW1J 0/'/00
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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."
~.~~I~.
->>
J-ILDERS MORTGAGE COMPANY LLC
646 East River Road Suite #1
Anoka, MN 55303
(763) 323-0820
(763) 323-9105 (Fax)
COllstructiOIl l!oall Specialists for Professiollal Builders
14300 Nicollet Ct, Suite 110
BurnsviIle, MN 55306
(952) 898-1110
(952) 892-6555 (Fax)
June 13, 2000
City of Prior Lake
4628 Dakota Street SE
Prior Lake, MN 55372
IRREVOCABLE LETTER OF CREDIT NO. 5656-600-LS DATED: June 13,2000
Ladies and Gentlemen:
We hereby establish our Irrevocable Letter of Credit, numbered as indicated above, and effective
immediately for Lot 1, Block 2, Fountain Hills Addition, in favor of the CITY OF PRIOR LAKE
(the "Beneficiary") at the request and for the account of WENSCO, INC. a Minnesota
corporation (the "Developer") in the amount not to exceed FIFTY THREE THOUSAND EIGHT
HUNDRED NINETY ONE AND 001100 DOLLARS ($53,891.00 U.S.), as such amount is
decreased as provided below, available to you by your sight draft(s) upon us to guarantee the
completion of the Landscape Improvements in connection with that certain Development
Agreement between the Beneficiary and the Developer dated , 2000
for Lot 1, Block 2, Fountain Hills Addition.
Each draft under this Letter of Credit must be accompanied by:
A. The Original of this Letter of Credit;
B. A notarized statement executed by the Beneficiary stating the Developer has failed to
complete the Landscape Improvements as required under the Developer Agreement
referenced above, the Beneficiary is entitled to draw upon the Letter of Credit, and
certifying the funds obtained herefrom shall be expended towards completion of the
Landscape Improvements.
-. ..
of Prior Lake
.",
~ age 2
IRREVOCABLE LETTER OF CREDIT NO.5656-600-LS DATED: June 13,2000
Each draft under this Letter of Credit must:
1. Be signed on behalf of the Beneficiary by its City Administrator;
2. Bear on its face the clause "DRAWN UNDER LETTER OF CREDIT NO. 5656-600-
LS DATED: June 13, 2000.
3. Be presented for payment during regular business hours at our Collection Department,
646 East River Road Suite #1, Anoka, MN 55303 no later than 2PM on June 13,
2001, at which time this Letter of Credit shall expire.
The amount of the Letter of Credit shall reduce by the amount of each drawing the
amount available under this Letter of Credit.
We hereby agree that drafts drawn under and presented in conformity with the terms of
this Letter of Credit will be duly honored upon presentation.
Facsimile documents on Beneficiary letterhead requesting amendment(s) to this
Irrevocable Letter of Credit will be accepted as original documentation by BUILDERS
MORTGAGE COMPANY LLC.
Except as otherwise expressly stated, this Letter of Credit is subject to the Uniform
Customs and Practice for Documentary Credits (1983 Revision). This Letter of Credit shall be
deemed to be a contract made under the laws of the State of Minnesota, and as to matters not
governed ,by Uniform Customs, shall be governed by and construed in accordance with the laws
of the State of Minnesota, including the Uniform Commercial Code as in effect in the State of
Minnesota.
This Letter of Credit is not transferable or assignable and is not issued for the benefit of
any third party claimant.
We shall not be called upon to resolve issues of law or fact between the Beneficiary and
the Developer.
BUILDERS MORTGAGE COMPANY LLC
.g; ~
!h~~~
Its Vice President
By
Thf Cnlff or lhf I..kf Country
[)D~OMo1
White - Building
Canary~ ~, Engineering
Pink - Planning
BUILDING PERMIT APPLICATION DEPARTMENT CHECKLIST
NAME OF APPLICANT lJJo 1\'1;)(.() " \ (\(
APPLICATION RECEIVED -0\0.. () .3 ()-\-\-.1 d arro
The Building, Engineering, and Planning Departments have reviewed the building permit
application for construction activity which is proposed at:
Lf:5>?s' S- n<)\jY\ ~ n r\1 \\.\ ()(\ yt ~ E
Accepted
/
Accepted With Corrections
Denied
Reviewed By: tJnerfR fJ..lR.ES#\.f.4NN
Date: (pI ~ /00
Comments: T~L. t.J€"s-r
G: ~(t" rULE: 0 r: -rn E. AJo (e.:n4 r=t:uv< I tUG> t.. 0\
;~ 11-(
BE.
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AS.
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UNTlt,... rt-lE:. ru~.E
fOVNTI4~ )-/iu..s
Dfl-loJ E. ) S ).V' ~ 111 L...(... E.D .
S'E.6- ltJrp(lM4-:;-\'i>rj 0"; 'HE REJm~E:.. S\OE..
S( E tlJn:\(..H MEND;~. t. ~, .u,!t L ?;n ~ f:)C 11J~PECTi OI\J i J\J f on .t1/f'n ON
2. . Et< 0$. {~I\J Go tJi'""Q Oi M fA Sv,~
."
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. II
STORK@O - "ib9
Twin City Testing Corporation
662 Cromwell Avenue, St. Paul, MN 55 If} iJ!r&
(651) 645-3601, Fax: (651) 659-7348. - 0'J if 0 {JJ 11 {;II
DATE: July 17, 2000A JUL 202000 I!I
PROJECT NO.: 030238 By~ Gj
-~
TO: Kelly Murray
Wensmann Homes
RHS Building 1895 Plaza Drive, Suite 200
Eagan, MN 55122
PROJECT: FOUNTAIN HILLS
SHOWROOMIWAREHOUSE PRIOR
LAKE, MINNESOTA
COpy TO:
1-Wensmann Homes
AUn: Tom Sand
~1
COMPRESSION TESTS OF CONCRETE CYLINDERS
FIELD DATA:
Job Identification:
Date Cast:
Age to be Tested, days:
Slump, in. (ASTM:C143):
Air Content, % (ASTM:C231):
Location of Placement:
Specified Strength, psi:
Mix Designation:
Concrete Furnished By:
Cylinders Cast By:
TEST PROCEDURES:
TEST RESULTS:
Laboratory Number:
Diameter, in:
Height, in:
Area, sq. in:
Date Received:
Days on Job & Enroute:
Days Lab Cured (ASTM:C192):
Date of Test:
Time of Test:
Type of Fracture:
Load at Failure, lb.:
Compressive Strength, psi:
1A 1B 1C 10
7-7-00 7-7-00 7-7-00 7-7-00
7 28 28 Hold
3 3 3 3
1.8 1.8 1.8 1.8
Strip footing, Grid lines, (D-E, 8), (E, 4-8), (D.7-E, 4)
3000
3067HM
Cemstone
T. Newhall
ASTM:C39 - Compression Test; ASTM:C1231 - Capping
01 0480-A
6.00
12.00
28.27
7-10-00
3
4
7-14-00
4:05pm
Shear
78940
2790
010480-8
6.00
12.00
28.27
7-10-00
3
25
8-4-00
To Be Tested
010480-C
6.00
12.00
28.27
7-10-00
3
25
8-4-00
To Be Tested
;f~ 1/~~j)
TYI~ Nehall
Engineering Technician
Test results to be reported as they become available.
~
~ Lee, P.E.
Senior Staff Engineer
REMARKS:
\\ lWINCITIES_NW5\SYS\BMC\2000CME\030238\010480.doc
01 0480-0
6.00
12.00
28.27
7-10-00
3
Hold
Hold
To 8e Tested
Information and statements in this report are derived from material, information and/or specifications furnished by the client and exclude any expressed or implied warranties as to
the fitness of the material tested or analyzed for any particular purpose or use. This report is the confidential property of our client and may not be used for advertising purposes.
This report shall not be reproduced except in full, without written approval of this laboratory. The recording of false, fictitious or fraudulent statements or entries on this document
may be punished as a felony under Federal Statutes including Federal Law Title 18, Chapter 47
STO RI~@
Twin City Testing Corporation
662 Cromwell Avenue, St. Paul, MN 55114-1776
(651) 645-3601, Fax: (651) 659-7348
TO: Kelly Murray DATE:
Wensmann Homes
RHS Building 1895 Plaza Drive, Suite 200 PROJECT NO.:
Eagan, MN 55122
July 18, 2000
030238
PROJECT: FOUNTAIN HILLS COpy TO:
SHOWROOMIVVAREHOUSE PRIOR
LAKE, MINNESOTA
1-Wensmann Homes
Attn: Tom Sand
1-City of Prior Lake
AUn: Susan McDermott
COMPRESSION TESTS OF CONCRETE CYLINDERS
FIELD DATA:
Job Identification:
Date Cast:
Age to be Tested, days:
Slump, in. (ASTM:C143):
Air Content, % (ASTM:C231):
Location of Placement:
Specified Strength, psi:
Mix Designation:
Concrete Furnished By:
Cylinders Cast By:
TEST PROCEDURES:
TEST RESULTS:
Laboratory Number:
Diameter, in:
Height, in:
Area, sq. in:
Date Received:
Days on Job & Enroute:
Days Lab Cured (ASTM:C192):
Date of Test:
Time of Test:
Type of Fracture:
Load at Failure, lb.:
Compressive Strength, psi:
2A 2B 2C 2D
7-11-00 7-11-00 7-11-00 7-11-00
7 28 28 Hold
444 4
1.5 1.5 1.5 1.5
Strip footing, including column pads, Grid lines (C.8-0, 8), (0,7-8),
(C.8, 7.2-8)
3000
3067LM
Cemstone
T. Newhall
ASTM:C39 - Compression Test; ASTM:C1231 - Capping
010493-A
6.00
12.00
28.27
7-12-00
1
6
7-18-00
8:10am
Shear
98630
3490
010493-B
6.00
12.00
28.27
7-12-00
1
27
8-8-00
To Be Tested
010493-C
6.00
12.00
28.27
7-12-00
1
27
8-8-00
To Be Tested
REMARKS:
Test results to be reported as they become available.
Tyler ehaU
Engineering Technician
F:\BMC\2000CME\030238\010493.doc
010493-0
6.00
12.00
28.27
7-12-00
1
Hold
Hold
To Be Tested
, f/L
~ Lee, P.E.
Senior Staff Engineer
Information and statements in this report are derived from material, information and/or specifications furnished by the client and exclude any expressed or implied warranties as to
the fitness of the material tested or analyzed for any particular purpose or use. This report is the confidential property of our client and may not be used for advertising purposes.
This report shall not be reproduced except in full. without written approval of this laboratory. The recording of false, fictitious or fraudulent statements or entries on this document
may be punished as a felony under Federal Statutes including Federal Law Title 18, Chapter 47
-,-2000 15:20
STO A""~
P.02/02
Twin City T t:,...;ting Corporation
662 Cromwen Avenue, Sl Paul, MN SS,,4-1Tl6
(651) 64&-3601. Fax: (651) 659-7348
Kelly Murray l) 'f&\
Wensmann Homes
RHS Building 1895 Plaza Drive. Suite 200
Eagan, MN 55122
PROJECT: FOUNTAIN HILLS
SHOWROOMNVAREHOUSe PRIOR
LAKE, MINNESOTA
TO:
DATE: July 17, 2000
PROJECT NO.: 030238
COpy TO:
1';'~~' . . ~ .. ~O!es
. 'l.:1'i!!!l1i~ .' ~.., .~i'~ ':,. ,
.bl.....t"llO. mrSahd t"
1.City of Prior Lak~
Attn: Susan McDermott
COMPRESSION TESTS OF CONCRETE CYLINDERS
FIELD DATA:
Job Identification:
Date Cast:
Age to be Tested. days:
Slump, In. (ASTM:C143):
Air Content. % (ASTM:C231):
Location of Placement;
Specified Strength, psi:
Mix Designation:
Concrete Furnished By:
Cylinders Cast By:
TEST PROCEDURES:
TEST RESUL T~:
Laboratory Number.
Diameter, in:
Height, in:
Area, sq. in:
Date Received:
Days on Job & fnroute:
Days Lab Cured (ASTM;C192):
Date of Test:
Time of Test:
Type of Fracture:
Load at Failure, lb.;
Compressive Strength, psI:
1A 18 1C 10
7-7-00 7-7-00 7-7-00 7-7-00
7 28 28 Hold
3 3 3 3
1.8 1.8 1.8 1.8
Strip footing, Grid lines, (O-E, 8). (E. 4-8). (D.7..E, 4)
3000
3067HM
Cemstone
T. Newhall
ASTM:C39 - Compression Test; ASTM:C1231 -- Capping
01048D..A
6.00
12.00
28.27
7.10-00
3
4
7-14-00
4:05pm
Shear
78940
2790
010480-8
6.00
12.00
28.27
7-1Q-00
3
25
a~4--00
To Be Tested
01D480-C
6.00
12.00
28.27
7-10-00
3
25
8-4~OO
To Be Tested
010480-0
6,00
12.00
28.27
7-10-00
3
Hold
Hold
To Be Tested
REMARKS: Test results to be reported as they become available.
$:~~P A
Engineering Technician Senior Staff Engineer
\\ lWINCITIES_NW5\SYS\BMC\2000cME\Q3DZ38\010480.dac
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TOTAL P.02
_.1-2000 17: 28
P.01/02
'1115 PIDA Drive
SU'" 220
EIpn, MN 55112
&51.401 ..aa
81.105-'" Fa
FAX COVER PAGE
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NUMBER OF PAGES INCLUDING nus COVER LBTrER: Z .
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IF THIS FAX TRANSMrrrAL IS NOT COMPLE1E, PLEASB CALL
OUR OffICE AT 651-406-4400. 1HANK YOU!! I
_.L-2000 17:28
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l'IONEER ENGINhERING, P.A.
PLEASE RESPOND TO:
lEIT~w{ Of TW\NSM~IT Al
X 2422 ENTERPRISE DRIVE
MENDOTA HEIGHTS, MN 55120
- PHONE: 651-681-1914
FAX: 651-681-9488
625IDGHWAY 10 NE
BLAINE, MN 55434
- PHONE: 612-783-1880
FAX: 612-783-1883
CORRESPONDENCE SENT VIA:
DATE 1-20-99 I JOB NO. 199601
ATTENTION Kelly Murray
RE: Fountain Hills
Prior Lake, MN
TO: Wensmann Homes
x MAIL
FAX
PAGES INCLUDING TRANSMm AL
OTHER
ORIGINAL TO FOLLOW
COPIES DATE NO. DESCRIPTION
1 MnDOH - Abandoned Well Record
-
.. . .....
THESE ARE TRANSMITTED AS CHECKED BELOW
FOR APPROVAL
AS REQUESTED
FOR BIDS DUE
x FOR YOUR USE
REMARKS
IF ENCLOSURES ARE NOT AS NOTED, KINDLY NOTIFY US AT ONCE
Thank You,
d~(#~
Nicholas Polta
COPY TO
SIGNED
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* engln'eering
* ~
... * FAX COVER SHEET
CivIl engineers · Land Planners · L.end Surveyors · L.andscape ArchIt8ct&
2422 Enterprise Drive. Mendot8 Heights. Minnesota 55120
DATE: ?,./~ 9'
SENT TO:~L' Y M.
FAX#: 10 ~ -- ~CQ' 8
FROM: j'J ( L"- ?
COMPANY: e.."JC,JSM\~NAJ
SUBJECT: Fc)u~nta.-J 'H-'&"c'S
PIONEER ENGINEERING, P.A.
NUMBER OF PAGES (including cover sheet): L...
Please call (651) 681-1914 if you did not receive clear copies or if any pages in the sequence are
missing.
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FROM PIONEER ENGINEERING 681 9488
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June 9, 2000
Commercial Development · Construction ~
1895 Plaza Drive
Suite 220
Eagan, MN 55122
651.406-4400
651.905-3678 Fax
City of Prior Lake
16200 Eagle Creek Ave. S .E.
Prior Lake, MN 55372-1714
Attn: Robert Hutchins
This letter is pertaining additional information that you requested from our June 8th
meeting.
Item #4
Item #8
Item #16
Item #32
Item #33
Item #34
Item #38
Item #43
Illumination budget calculations will come with our electrical layout plans
for you review.
Special structural testing form. See attached sheet
Exit signs. See 24x36 sheet
Siamese Fire Department connection will be located far east closest on our
drawings and will be shown on mechanical plans for sprinkler system for
your reVIew.
Per our plumbing contractor we will need 1" water meter for domestic
1 }'2" water meter for irrigation. Again we will supply you with
mechanical plans when done for your review.
See attached sheet. We feel these are incorrect gradings listed on our civil
plans. We can achieve elevation difference by one landing as sheet shows.
Exit doors. See attached 24x36 sheet
Hardware information. See attached 24x36 sheet
We will need to know the amount for the letter of credit for landscaping. Hopefully this
will finish any issues pertaining to this Fountain Hills project and we can pull our permit.
Sincerely,
~n#~ -f'~
Thomas J. Sand
V.P. Wensco
Ilele. johI1s0I1, sheldoI1, sorerl.serl. & ha.fI1er
ARCFIITECTS i:nc_
14525 highway 7 suite 375
minnetonka, mn. 55345 .
I el.1 I ph. 612.935.6337 fax 612.935.0878 JSSH PrOject No. OOM009
ADDENDUM NO.2
TO DRAWINGS AND SPECIFICATIONS
FOR GENERAL CONSTRUCTION WORK
INCLUDING ALL PLillvffiING, HEATING,
VENTILATING AND ELECTRICAL WORK
PRIOR LAKE FOUNTAIN HILLS SHOW-
ROOM/WAREHOUSE
PRIOR LAKE, MINNESOTA
DATE OF ORIGINAL DRAWINGS
AND SPECIFICATIONS: May 5, 2000
Revised: May 10, 2000
DATE OF ADDENDUM NO.1: June 7,2000
DATE OF TIllS ADDENDUM NO.2: June 8, 2000
TO: ALL BIDDERS AND ALL OTHERS WHOM
DRAWINGS AND SPECIFICATIONS HAVE
BEEN ISSUED BY THE ARCmTECT.
TIllS ADDENDUM FORMS A PART OF THE CONTRACT DOCUMENTS. IT SUPPLE-
MENTS THEM AND MODIFIES THEM AS FOLLOWS:
CHANGES TO THE DRA WINGS AND SPECIFICA nONS
Item No.1
Incorporate Revised Drawing AI.I dated 6/8/00 into Construction Documents addressing the
following items:
(a) Doors 101 to swing toward Showroom 101 (and not as indicated in Addendum No.1).
(b) Omission of easterly door at top of stair at Room 201, and omission of westerly door and
wall at bottom of stair at Room 101.
( c) Inclusion of exit signs on Drawings.
(d) Inclusion of note regarding hardware at fire doors.
END OF CHANGES
Providing Professional Service to our Clients Since 1972
B5/B8/2BBB 23:B3 952935B878
JSSH ARCHTS INC
PAGE Bl
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P.01/01
,
p-:rJILLlAMS
L../DANDSCAPE
20200 Otero Ave.
Hastings, MN. S&033
437-2827
. A~+f\:
~ 0'0 ''M\..Jkh \h.~
q!5-;).....y~l-y~y '5
WelICOtnc.
Tom sand
FOI8IbIIn .... Landsc:.. ... Sprlnlcl- ~.... t!StiInate
Landscape
Trees and slTLbs as LD: 1 PIaI.tng SchedlJe 17f1;J1.75
1 20yc1s.( Hardwood rnJICh,RIver R~ ButT Lmestone )
. 6COl,OO
12 1OX100 EmlBlackpoly 1020,(0
'430' l.a'1c5cape Gride Poly EdrJng 2145.00
Tot..-
No fOLR1at1On pIantings on PLP
140 St'v1.tJs to t'ront
26262.75
2376.50
Sprinkler System
SpIt1CIer system as Hyti'"oIogiC Plan
15522.20
Plat r ~ power SLWIY.and water meter by others
Spt1icIer system FOlJ1datlon plantlngs and Shrlb bedS fronts
12fIJ , r cent. ct1p Ine
4 11!1 valVe kits
4 ,r valve box 1'tNIth COVf!r
Total plantng areas 1328.00
zft 53) 8q /. ()()
.
-...~....
HIII_
1IA1~/J1RD.
TOTAL P.01
June 2,2000
Wensmann Construction
Mr. Tom Sands
1895 Plaza Drive Suite 200
Eagan MN 55122
Re: Wensco, Inc. Office/Showroom 4385 Fountain Hills Drive NE
Dear Mr. Sands,
Following are the results of the preliminary plan review for the Wensco, Inc.
Office/Showroom. Our review was based on the Minnesota State Building Code (MSBC)
which adopted with amendments the 1997 Uniform Building Code (UBC) with handicap
regulations of the Minnesota Accessibility Code Chapter 1341 and with requirements of
the 1998 Minnesota State Fire Code (MSFC) which adopted with amendments the 1997
Uniform Fire Code (UFC). The comments are numbered as in the December 19, 1999
r review letter.
\to v ~ ~ ~ Submit a soils report. 'S v 6 ~ t 'rlCO,
_I / ~rovide the Il1umination Budget Calculation Summary, MN Energy Code Part
~ i' .7670.080.
. The proposed warehouses have no occupancy separation provisions to store or drive
motorized vehicles into any area. If this is the situation, provide a letter stating that
"Motorized vehicles other than electronically driven, will not be driven or stored in the
building. "
/. Submit Energy Envelope Calculations.
b S.A.C. determination must be completed by the Metropolitan Waste Control
Commission. Contact Jody Edwards at 651.602.1113.
. t>i&Pr-~ Submit the Structural Engineers requirements for Special Inspections UBC 1701.5. See
\P-'*'v enclosed.
"- At least one of the HDCP parking stalls must be a van HDCP parking stall. MSBC
. L 1341..0403 .Su~Part E s~bitem 2. Indicate signage verbiage and location of signs.
'6ProvIde eXIt SIgnS at eXIt doors. UBC 1003.2.8.2.
~f?
16200 Eagle Creek Ave. S.E.. Prior Lake, Minnesota 55.372-1714 / Ph. (612) 447-4230 / Fax (612) 447-4245
."\~; EQi ,\L OPPUTf '.';ITY E\lF'LO',:::R
The follo'fing are an additional comments: ~~
~ \!f:iI-b~ V1TOP\ (2.00('(' \t.~A To r~ w \
vJ ,L.V 2. Indicate location of Siamese Fire Department connection and water meters.
3 Master plumber to calculate water me .
e/W~'STHIf>
4 Provide detail of metal and oncrete exterior st irs. nclude rise, run, handrails, and
spindles. __
..Is. Landing at door 127 must be 44: in~~~h. U;c 1003.3.1.7.
~J. Sht CS code review: Compute occupant loads and exiting requirements. Also indicate
that Warehouse is an S-I occupancy classification. UBC 311.1
t. Sht AI.I: Locate doors 20 I and 20.2. I _ ~ , '0 ~ I'J 0 a 10 tt'\At.N ._..... \
.,.. AL-r:-8>..v T. C;;,. E.. Lt;.~ I N A: re l.JIfl'. S I" -L. ~ ~
~tfrO 8 Sht A1.1 Rm. 101: The two required eXIts must be separated over one-half the V(I~~ (>, S..
diagonal measurement of the room. UBC 1004.2.4.
JIg. Sht AU: Indicate the use of space under the stairs. UBC 1005.3.3.6.
\ v",. ~ Detai19/A3.l: Provide Skylight specifications, materials, etc.
li'cv..(i. Sht A4: Indicate Tempered Glass locations. UBC 2406.
\/ - /
\;2. Detail 8/ A3.l: Handrail height dimension from nose of stair tread. UBC 1003.3.3 .6.
Also provide handrail detail at top of stairs MSBC 1341.0434, Subpart 4, Item B.
43 Sht. A4: Identify hardware on Fire-rated doors.
Completion of the items is required before issuance of the building permit. The project
has received the Cities Development Review Committees (DRC) approval. The City
Planning and Engineering plan review comments are forthcoming. Call with any
questions at 952.447.9851.
Robert. D. Hutchins
Building Official
Enc.
2
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Date Received\ .' .. ~'~ Da~)Reviewed
-,- ,~_.,., ' -_;v':
PE,RMIT REQUIREMENT
Date: b / 'I 00
Request:
LbL.~~~
Date:
Reply:
Date:
Request:
Date:
Reply:
Date:
Request:
Date:
Reply:
Date:
Request:
Date:
Reply:
Bu ild ing/P lanning/Eng ineering
Permit Complete 0
PERMREQU.DOC
011<56
/
Permit # _
REPLY DATE
Accept 0
Decline 0
Accept 0
Decline 0
Accept 0
Decline 0
Accept 0
Decline 0
Permit Issued 0
CITY OF PRIOR LAKE
16200 EAGLE CREEK AVENUE S.E.
PRIOR LAKE, MN 55372
SPECIAL STRUCTURAL TESTING AND INSPECTION SCHEDULE
Project Name
Location
SPECIAL STRUCTURAL TESTING AND INSPECTION
Specification Description Type of Inspector (3) Report Frequency Assigned
Section Article Firm (4)
Notes: This schedule to be filled out and included in the project specification. Information unavailable at that time,
to be filled out when applying for a building permit.
(1) Use descriptions per UBC Section 1701, as adopted by Minnesota State Building Code.
(2) Special Inspector - Technical, Special Inspector - Strucural.
(3) Firm contracted to perform services.
ACKNOWLEDGMENTS
Each appropriate representative shall sign below:
Owner: Firm: Date:
Contractor: Firm: Date:
Architect: Firm: Date:
SER: Firm: Date:
SI-S: Firm: \ Date:
T A: Firm: Date:
SI-T: Firm: Date:
T A: Finn: Date:
SI- T: Firm: Date:
F: Firm: Date:
F: Finn: Date:
*The individual names of all prospective special inspectors and the work they intend to observe shall be
identified. (Use reverse side of form if necessary.)
Legend: SER = Structural Engineer of Record
SI- T = Special Inspector - Technical
SI-S = Speciallnspector - Structural
TA = Testing Agency
F = Fabricator
Accepted for the Building Department by
Date
SSTI. DOC
.J EH3: 41
9529350878
J55H ARCHTS INC
PAG~ 01
.---------.... -, .......
Ilele. john.aon.. I!IIheld.on.. soren.sen at har'n..er
ARCHXTECTB l:n.c. .
I I I 1,.525 highway 7 .un.375 JSSH PrOject No. OOM009
e e mlnnetonk., mn. 55346 .
ph. 812.835,8337 felt 812.835.087'
ADDENDUM NO.1
TO DRAWINGS AND SPECIFICATIONS
FOR GENERAL CONSTRUCTION WORK
INCLUDING ALL PLUMBING, HEATING,
VENTILATING AND ELECTRICAL WORK
PRIOR LAKE FOUNTAIN HILLS SHOW-
ROOMIW AREHOUSE
PRIOR. LAKE, MINNESOTA
DATE OF ORIGINAL DRAWINGS
AND SPECIFICATIONS: May S, 2000
Revised: May 10, 2000
DATE OF nus ADDENDUM NO.1: June 7) 2000
TO: ALL BIDDERS AND ALL 01ltER.S WHOM
DRAWINGS AND SPECIFICATIONS HAVE
BEEN ISSUED BY THE ARCHITECT.
TInS ADDENDUM FORMS A PART OF THE CONTRACT DOCUMENTS. IT SUPPLE-
:MENTS THEM AND MODIFIES THEM AS FOLLOWS:
CIL\NGES TO mE DRAWINGS AND SPEClJ'ICA nONS
Item No.1
o.(lSSoils Report is attached.
Item No.2
f{ Electrical Subcontractor to provide the lllumination Budget Calculation Summary.
Item No.3
L The Developer shall provide a letter stating that "Motorized vehicles other than electronically
I driven will not be driven or stored in the building".
Item No.4
(p Energy Envelope Calculations are attached.
Item No. S
1 The Developer shall provide SAC determination u completed by the Metropolitan W ute Con-
trol Commission.
Providing Profeeeional Service to our Client. Since 1972
~ 00:41 9S293Se878
'---......_._""'--~. ----. ...-....-.
J5SH ARCHTS INC
PAG~ a~
Addendum No. 1
..2-
June 7. 2000
(2 Item No. ,
" See attached Special Inspections Form as per UBC 1701. S.
Jlem No.7
\ \ At handicapped parking area at least one of the stalls must be marked for van parking. The sign-
age to indicate van verbiage and location.
"em No.8
\ (P The Electrical Contractor to provide Drawings indicating locations of all exit signs at exit doors
as well as emergency lighting.
Item NOli 9
3 ~ Fire suppression Shop Drawings to indicate location of Siamese' fire department cOMection and
location of water meters. .
2.. Item No. 10
~7 Plumbing Drawings to indicate both calculations and size of water meters.
/, k' Item No. 11
'? See attached Drawing detailing both the steel and concrete exterior stairs.
Item No. 12
? ~ At DOQr 127, the landing must be a minimum of44" in length.
~~
Item No. 13
See attached data on the occupant loads and exiting requirements.
L.'" Item No. 14
j \ See attached Drawing indicating location of Do on 201 and 202.
~~
Item No. IS
Relating to the exiting of Room 101: It is our feeling that we can legally reverse the swing of the
doors at pair of Doors 101 and exit through Warehouse Room 107 as an intervening room.
~~
Item No. 16
At Showroom 101, the space below the stairs to the Office Suite 201 shall be totally enclosed
and not accessible.
Item No. 17
Ao See attached manufacturer's cut on the proposed skylight.
Item No. 18
tx. ~ See attached Drawing for locations of tempered glass.
..I 1313:41
~52935e878
JSSH ARCHTS INC
~A~t:. ~..:l
Addendum No. 1
-).
June 7, 2000
Item No. 19
See attached Drawing relating to handrail height dimensions at stairs and handrail detail at top of
stairs.
Item No. 20
Hardware supplier in . Shop Drawing fonnat will identify the hardware on fire rated doors. At a
minimum fire rated doon to have a closer, self-latching and be gasketed and if locked during
business hours, to have exit devices. Also, aU exterior doors to have thresholds.
END OF CHANGES
...~ 66:41
9529356878
JSSH ARCHTS INC
PAGE 64
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CODe REVIEW APPLICABLE CODES = UBC 1997
A. OCCUPACY CLASSIFICATION
OGGUPANGY' - 6ROUP M
SALES ROOMS
OCCUPANCY - 6ROUP $-1
~R.EHOU5E
NO SEPARATION REGlJIRED BASED ON 90Q.22 OF UBC.
E. OCCUPANCY LOADS
NO or OCCAJPANTS
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ACCESSABLE
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. ,
6JlullJ()
~Sign Co.
.146th st.
tUN 55124
891-4444
ss:tt 000e-S0-Nnr
_,3-2000 09: 12
jfrrtQ '. 101)\
1811
RCTION PLUS SIGN CO.
I
1211
612 891 4433 P.~l~~l
I
TOTAL P.01
JUN-06-2000 12:24
TWIN CITY TESTING
651 659 7348 P.02/02
CITY OF llUOa LAKE
lSZOO EAGLE CllDK,\ VBNU2 S.E.
PRIOR LAkt,'MN 55372
SPECIAL S'BtJcn1UL TESTING AND XNSPEc:nON SCIlEDtTLt
=~~~:--/~~~~
9PEctAt S11t.UCTUM.L rESTING AND lNSP1cnON
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TOTAL P.B2
TOTAL P.02
.J2:09P
fJ.U~
IIIII1II
jDhn~on. sheldon. ~oren~~n & h.fn.,r /,~CHITECT5. Inl:.
1452!:) h~hway 7. ~uttc ~75
mlnn6'tonu. mn 55~
ph: 952.935.6337 fax: 952.935-0676
FAX TRANSMITTAL 5HEEI
10: W .t10~ ~ ' IJ C- Attn: Ttn'1 ?~.D
From:: ~ - - ~~ -- Pages including cover: 3
DaU: S .... ~ ,.t:>o Re: ft:v JJ
Comment6:
'i~P4.- ~~t
~
1"he infDmUltion c.ont.lnetA in thle tao.imilc ",.,0.. ie privilcgod and confid.,.,-tial informat.lon inter'llJ~ only for 'the ue~ of the
intJiviau.a Of' c:~ na,...,ed .bov.,. If'thc: rcadM of~ie meef).9~ Ie not'thD Intendc:d rcciplc'"t. or the emptoyee or .,c:nt ~.pon~ible
'to deliver jot. '\:() 'the in'toNie.d rc:c:ipic:nt.. you .rel ht:l"eby Mtifica 'toft. any dieeCllmINltior1. dio"t.ribu'tion or copyir19 of thie
c:ommun~ if) otrtctay prohibited.
( ) MrtJ t#f"i 1:0 follow
~ nO NarvJ (;opy to follow
u2:09P
P.oz
ENVELOPE COMPLIANCE CERTIFICATE
COMcheck Software Version 1.1
Permit #
Section 1: PROJECT INFORMATION
Checxed by/Date
project Information:
Name: Fountain Hille Showroom I Warehouse
Addr~ss: Prior Lake IndusLrial Park
Owner/Agent Lnformation:
Name: wensco Inc.
Tel: GSl-406-4400
Document Author Information:
Name: Lubor Manolov
Tel: 952-935-6337
Date: 5-3-00
Section 2: GENERAL lNFORMATION
Building Location:
Climate Zone: 16
Heating Degree Days
Cooling Degree Days
Building Type:
Scott, Minnesota
(base 65 degrees F) :
(base'S degrees F) :
Retail/Wholesale
8618
44')
Floor Area: 323~4
Project Description:
New Construction Addition Alteration
Uncondi~ioned Shell (File Affidavit)
Section 3: REQUIREMENTS CHECKLIST
AIR LEAKAGE, COMPONENT CER~IFICATION, AND
VAPOR RETARDF.R REQUIREMENTS
InspeCLion Approved InitLal
Date (y IN)
All joints and penetrations are caulked, gasketed.
weather-stripped. or o~herwise eealed
windows. doore, and skylights cQrtified
as meeting leakage requirements
Component R-values ~ U-factore labeled as certified
Vapor retarders installed
Exception: Zonee 2-7 in exempted states
02:09P
P.03
CLIMATE-SPECIFIC REQUIREMENTS
- - - - - - - - - .' - - - - - ., - - - - - - - - - - - - - - - - - - - - - - - - - - - . - - - - - - .. - - - - - - - -' - - - - - - - ~ - - - - - - - .. - - - -
component. Name/oescr:i.pt.ion
Cavity Cont. Assembly Budget
Area R-Value R-Value U-Fact.or U-Fact.or
- - - - - - - - - - - " - - - - - - . - - - - - - - - - - - - - - - - - - - - _. - - - - - - - .. - - - - - - - .. - - - - - - - .. - - - - - - - .' - - - - - -
ROOF: Nonwood Joist/Truss 29300 0.0 24.0 0.040 o . 046
WALL: CMU >8"/Int. Ins 276'- 6.6 0.097 0.067
WALL: CMU >811/Empty Ce11/Mtl 2126 2.3 10.0 0.069 0.067
WALL: CMU >B" /Empty Cell/Mt.l 44~ 2.3 38.0 0.024 0.067
WALL: CMU <~8"/Empty Cell/Mtl 1232 2.1 10.0 0.071 0.067
WALL: CMU <=8"/Empty Cell/Mt1 894 2.1 38.0 0.024 0.067
WALL: CMU <=811/Int. Ins 6056 4.1 0.144 0.067
WALL: CMU <=8"/~mpty Cell/Mtl 1474 2.1 10.0 0.071 0.067
WAI~L : Metal Frame, 16" a.c. 828 19.0- 0.6 0.107 0.067
WIN: Low-E/Clr/Tbrk/SHGC=0.71/PF~0 2763 0.570*
SKY: KALWALI../SHGC=0.02, prop shgc = 0.0 128 0.046*
DOOR: Opa.que 324 0.700-
DOOR: Glafls 230 0.920*
SLAB: Unheat.ed '11/36" Vertical 97'). 10.0
Note: .. indica~cs the entry is a COMcheck default
- - - . . - - - - - - - .. - - - - - - - - . - - - - - - - - - - - - - - - - - - .r" - - - - _ _ _ _ _" - - - - - - - - - . - - - - - - - - - - . - - - - - --
Envelope Pk~SES: Design 8~ better than code
Section 4: COMPLIANCE STATEMENT
The proposed envelope design repreeent.ed in these document.s is consist.ent with
the building plans, specifications and other calculations submitted with ~his
permit application. The proposed envelope system has been designed to meAt
the COMcheck-MN VerAion 1.1 requirements.
principal Envelope nesigner-Name
Signat.ure
Dat.e
~F-.~~ ~~
johJuJon. Sheldon, So~~
ARCHITECTS, Inc.
14525 Highway 7 Suite 375
Minnetonka, MN 55345
sj~
Notes:
City of Prior Lake
16200 Eagle Creek Ave. SE
Prior Lake, MN 55372-1714
Attn: Robert Hutchins
Pertaining to item #5 from your letter dated December 19, 1999, Only
electronically driven fork lifts will be used at Fountain Hills Drive warehouses.
^
4!105'
-r:S
(p ~ 8-00
Sincerely, , I /)
~~J f'~
Thomas J. Sand
V.P. Wensco Inc.
1895 Plaza Drive
Suite 220
Eagan, MN 55122
651.406~4400
651.905~3678 Fax
. STOFlK@
Twin City (esting Corporation
TO:
Ms. Kelly Murray
Wensmann Homes, Inc.
RHS Building
1895 Plaza Drive, Suite 200
Eagan, MN 55122
662 Cromwell Avenue, St. Paul, MN 55114-1776
(651) 645-3601, Fax: (651) 659-7348
DATE: January 6,2000
PROJECT NO: 9909463
PROJECT: FOUNTAIN HILLS - WENSMANN HOMES
PRIOR LAKE, MINNESOTA
SOIL OBSERVATION AND TESTING
INTRODUCTION:
This report presents the results of our observation and testing of the soils within
Wensmann's Fountain Hills Lot Development project in Prior Lake, Minnesota. Our work
in the field was authorized by Wensmann Homes on August 23, 1999. Our scope of
services was limited to the following:
1. Observe the soils exposed within the mass excavation for the proposed
structures on an intermittent basis.
2. Perform shallow hand auger borings to aid in judging the localized subsurface
soil conditions.
3. Document that the soils exposed in the excavation bottom correspond to the
conditions discussed in the geotechnical report for the project (Maxim Project
No. 9754408).
4. Judge whether the exposed soils are suitable for support of the anticipated fill
and/or building loads.
5. Perform intermittent compaction testing of fill soils placed to establish final
grades.
6. Perform intermittent testing of site concrete placements (curb and gutter) on
Fountain Hills Drive and Fountain Hills Court.
7. Observe placement of the bituminous pavement and obtain samples for
laboratory testing to document aggregate gradation and asphalt content of the
paving mixture.
Information and statements in this report are derived from material. information and/or specifications furnished by the client and exclude any expressed or implied warranties as to
the fitness of the material tested or analyzed for any particular purpose or use. This report is the confidential property of our client and may not be used for advertising purposes.
ThiS report shall not be reproduced except In full. Without written approval of this laboratory. The recording of false. fictitious or fraudulent statements or entries on this document
may be pUnished as a felony under Federal Statutes including Federal Law Title 18. Chapter 47
PROJECT NO: 9909463
PAGE: 2
CONCLUSIONS:
Based on our observations and hand auger borings, it is our opinion the soils exposed
within the completed excavations for the proposed structures consisted of naturally
deposited sandy lean clays and clayey sands. The strength or apparent density of the
observed soils agreed, in our judgement, with that depicted by the preconstruction test
borings performed for the project by Maxim Technologies. Therefore, these soils were
judged suitable for support of the anticipated fill and foundation loadings of 2000 psf for
Block 1, Lot 2 and to 2500 psf for Block 1, Lot 1; Block 2, Lot 1.
PROJECT INFORMATION:
The site is located just west of Pike Lake Trail and just south of County Road 42 in Prior
Lake, MN. At this time we' have little or no information in regards to the structures planned
for this site. Building size and location have not been determined.
However through conversations with you we have been informed a gas station will be
placed on Block 1, Lot 2. We have also been informed the remainder of the site will
include commercial office and industrial buildings. Typically, these buildings will be high,
1-story, slab-on-grade structures. We estimate these buildings will have column loads on
the order of 100 kips and wall loads of about 5 kips per lineal foot. Floor slab loads may
be on the order of 250 pounds per square foot.
We further understand the footings will be placed to provide normal frost protection depth.
The footings should be designed to exert a net allowable soil bearing pressure of 2000
pounds per square foot (psf) for the gas station on Block 1, Lot 2 and 2500 psf for the
remaining commercial office and industrial building's lots.
During our observations, we had access to the report of the preconstruction soil boring
program performed at the site by Maxim Technologies, project No. 9754408. Maxim
Technologies report indicated the generalized soil profile consisted of primarily natural
clayey glacial till throughout the site. At some locations there is uncontrolled fill, organic
topsoil and or very soft clayey soils at the surface. Based on the penetration resistances
(N values) the native clay till are very soft to firm in consistency.
According to the report, site preparation should consist of removing the surface vegetation,
topsoil, fill, and very soft clays from the building pad areas to expose the competent soils.
The underlying stiffer native clays should be suitable for building footing support. Please
refer to the referenced reports for specific details.
OBSERVATION METHODS AND RESULTS:
Between August 1999 and November 1999, our firm observed the soils exposed during the
excavation for Wensmann's Fountain Hills Development, on an intermittent basis. In
Information and statements in this report are derived from material, Information and/or specifications furnished by the client and exclude any expressed or Implied warranties as to
the fitness of the matenaltested or analyzed for any particular purpose or use. This report IS the confidential property of our client and may not be used for advertiSing purposes
ThiS report shall not be reproduced except In full, Without wfllten approval of this laboratory The recording of false. fictitious or fraudulent statements or entfles on thiS document
may be punished as a felony under Federal Statutes Including Federal Law Tille 18, Chapter .t 7
PROJECT NO: 9909463
PAGE: 3
addition to observing the exposed soils, we placed several shallow (3%') hand auger
borings into the subgrade at the bottom of the excavations. The observed soils and those
retrieved by our shallow hand auger borings were visually and manually classified in
general accordance with ASTM: 02488, and estimates were made of their strength
properties.
The excavations were performed with large scrapers, backhoes, and/or bulldozers. The
excavation generally consisted of stripping the top l' to 4' of topsoil/fill, removing the very
soft clays from the proposed building areas and then placing engineered fill where
necessary. Where the non-organic portions of the old fill was removed, it was then
replaced as compacted fill to specification requirements. ..
The exposed soils, in the observed areas, were judged to consist of sandy lean clays and
clayey sands with various amounts of gravel. The sandy lean clays were of soft to firm
consistency and the clayey sands were loose to medium dense, based ,on the resistance
estimated by our hand auger probes. The observed soils appear suitable for support of
the fill and structural loading.
Based on staking provided by the contractor and the project surveyor at the time of our
observations, the excavations, where' applicable, appeared to extend to the building pad
boundary lines. Since no information was available as to the location of the buildings
being placed on the building pads it is impossible to determine if oversize requirements
have been met for the foundation systems of the buildings.
We strongly recommend an engineering review once the locations of the buildings have
been determined. This review will need to assure that satisfactory 1: 1 lateral oversizing
for the buildings has been met. This oversizing is necessary for the lateral distribution of
the foundation loads throughout the fill sequence.
COMPACTION TESTING:
Ninety-two (92) soil density tests were performed within compacted fill placed to establish
the planned finish subgrades, on an intermittent basis. The density tests were evaluated
according to the Moisture Density Relation of Soil as designated by ASTM: 0698-91
(Standard Proctor). The results of the tests, which are attached, indicate the
recommended compaction level of 950k was attained for the building pad areas.
CONCRETE TESTING:
Attached are plastic daily sheets documenting testing and sampling of plastic concrete on
October 25, 1999. Our engineering technicians performed tests for slump of the concrete
mixture (ASTM C: 143), tests for air content of freshly mixed concrete by pressure method
(ASTM C:231), measured the temperature of the concrete, and cast the necessary
concrete cylinders for the purpose of compressive strength testing. The results of our field
testing of plastic concrete are shown on the attached daily report form. This report also
Informallon and statements In this report are derived from material. Informallon and/or specifications furnished by the client and exclude any expressed or Implied warranties as to
the fitness of the matenal tested or analyzed for any particular purpose or use. This report IS the confidenllal property of our client and may not be used for advertising purposes
This report shall not be reproduced except In full. without written approval of this laboratory The recording of false. fictitious or fraudulent statements or entnes on this document
may be plJrlIshed as a felony under Federal Statutes including Federal Law Title t B. Chapter 47
PROJECT NO: 9909463
PAGE: 4
indicates the concrete mix design, the concrete supplier, the location of concrete
placement, and the method of concrete placed.
Concrete test cylinders were temporarily stored at the project, and then submitted to our
laboratory for moist curing and compressive strength testing. The results of our
compressive strength testing are also attached.
DRAINAGE CONSIDERATIONS
During construction, surface water should be controlled by maintaining positive surface
drainage away from the building pads at all times. The observed groundwater level in the
soil borings depends on normal variations in precipitation and surface runoff amounts.
However, based on the water level measurements and on the soil profile, it is our
judgement that the subsurface water at this site exists at a depth that is not anticipated to
present construction difficulties for a project of this type.
REMARKS:
It must be recognized that we do not practice in the field of surveying. Therefore, we must
rely on elevation and location information provided by others. If the construction is
redesigned or otherwise moved subsequent to our work, we should be informed so our firm
can assess if additional engineering observation is required or suggest engineering
alternatives.
Should you have any questions or if we can be of further service, please do not hesitate
to contact us at (651) 659-7447.
STORK TWIN CITY TESTING CORPORATION
Revi~CW..,Y0
~J n/~
Leonard A. Rasmussen, P.E.
Senior Geotechnical Engineer
Attachments: 1-Density Tests of Compacted Fill Building Pads and Streets #1-#92 (30 pages)
1-Moisture Density Curves #1-#4 (4 pages)
1-Mechanical Analysis of Soil #1-#6 (4 pages)
1-Tests of Plastic Concrete (1 page)
1-Compression Tests of Concrete Cylinders (2 pages)
1-Asphalt Concrete Mixture Testing (2 pages)
cc: 1-Susan McDermotUCity of Prior Lake
1-Nathan AdamslEnebak Construction
1-Nick Polta/Pioneer Engineering
InformatIOn and statements In thiS report are derived from material. information and/or specifications furnished by the client and exclude any expressed or implied warranties as to
the htness of the matenal tested or analyzed for any particular purpose or use. This report IS the confidential property of our client and may not be used lor advertising purposes.
ThiS report shall not be reproduced except In full, without written approval of this laboratory. The recording of false, fictitious or fraudulent statements or entnes on this document
may be punished as a felony under Federal Statutes including Federal Law Title 18, Chapter 47
:STOA~@
Twin City Testing Corporation
662 Cromwell Avenue, St. Paul, MN 55114-1776
(651) 645-3601, Fax (651) 659-7348
TO:
Ms. Kelly Murray
Wensmann Homes
RHS Building, 1895 Plaza Drive, Suite 200
Eagan, MN 55122
DATE:
September 2, 1999
PROJECT NO: 9909463
PROJECT: FOUNTAIN HILLS
PRIOR LAKE, MINNESOTA
COPIES TO:
1-Pioneer Engineering-Nick Polta
1-Enebak Construction-Nathan Adams
1-City of Prior Lake-Susan McDermott
TEST NUMBER:
DENSITY TESTS OF COMPACTED FILL
1 2
DATE TAKEN:
BELOW SUBGRADE:
DEPTH BELOW EXISTING GRADE:
FIELD DENSITY DETERMINATION:
8-30-99 8-30-99
Sandy lean clay Sandy lean clay
with a little with a little
gravel, brown, gravel, brown,
(CL)-1 (CL)-1
Fountain Hills Fountain Hills
Court, Sta 2+00, Court, Sta 2+75,
8'Left of 9'Left of
cel1terline centerline
3' 3.5'
1 ' l'
UNIFIED SOILCLASSIFICA TION:
(Moisture-Density Sample Number)
LOCATION:
Method Nuclear Density Direct Transmission, ASTM:D2922-91 (-#4 Basis)
Dry Density (pet) 104 93
Moisture Content (%) 17.3 21.4
Plus #4 Material (%) 6 8
LABORATORY COMPACTION CHARACTERISTICS OF SOIL:
Method ASTM:D698-91, Procedure "A", (-#4 Basis)
Maximum Dry Density (pcf) 112.1 112.1
Optimum Moisture (%) 15.8 15.8
COMPACTION TEST RESULTS:
Compaction
Specified Compaction
(%)
(%)
92.5
95
83
95
REMARKS:
Density tests are valid at the location and elevation of the test only. No representation
is made a 0 the adequacy of fill and compaction at locations and elevations other
t thos ested These tests were performed by M. Straightffwin City Testing.
REVIEWED BY:
F :\BMC\9909483\d 1-2.doc
~TOA~@)
Twin City Testing Corporation
662 Cromwell Avenue, St. Paul, MN 55114-1776
(651) 645-3601, Fax (651) 659-7348
TO:
Ms. Kelly Murray
Wensmann Homes
RHS Building, 1895 Plaza Drive, Suite 200
Eagan, MN 55122
DATe:
September 7, 1999
PROJECT NO: 9909463
PROJECT: FOUNTAIN HILLS
PRIOR LAKE, MINNESOTA
COPIES TO:
1-Pioneer Engineering-Nick Polta
1-Enebak Construction-Nathan Adams
1-City of Prior Lake-Susan McDermott
TEST NUMBER:
DENSITY TESTS OF COMPACTED FILL
3 4 5
DATE TAKEN: 9-1-99 9-1-99 9-1-99
UNIFIED SOILCLASSIFICA TION: Sandy lean clay Sandy lean clay Sandy lean clay
(Moisture-Density Sample Number) with a little with a little with a little
gravel, brown, gravel, brown, gravel, brown,
(CL)-1 (CL)-1 (CL)-1
LOCATION: Retest #1, Retest #2, Fountain Hill
Fountain Hill Fountain Hill Court, Sta 4+10,
Court, Sta 2+00, Court, Sta 2+75, 10' left of
8' left of 9' left of centerline
centerline centerline
BELOW SUBGRADE: 2.5' 3.5' 8'
DEPTH BELOW EXISTING GRADE: 1.5' 1.5' 1.5'
FIELD DENSITY DETERMINATION:
Method Nuclear Density Direct Transmission, ASTM:D2922-91 (-#4 Basis)
Dry Density (pcf) 110 112.5 113
Moisture Content (%) 16.1 15.2 15.0
Plus #4 Material (%) 3 7 7
LABORATORY COMPACTION CHARACTERISTICS OF SOIL:
Method ASTM:D698-91, Procedure "An, (-#4 Basis)
Maximum Dry Density (pcf) 112.1 112.1 112.1
Optimum Moisture (%) 15.8 15.8 15.8
COMPACTION TEST RESULTS:
Compaction
Specified Compaction
(%)
(%)
98
95
100.5
95
101
95
REMARKS:
Density tests are valid at the location and elevation of the test only. No representation
is made a to the adequacy of fill and compaction at locations and elevations other
t th e ested. hese tests were performed by M. LemkelTwin City Testing.
REVIEWED BY:
Pro
F:\BMC\99CME\9909463\d3-6.doc
STOA~@)
Twin City Testing Corporation
662 Cromwell Avenue, St. Paul, MN 55114-1776
(651) 645-3601, Fax (651) 659-7348
TO:
Ms. Kelly Murray
Wensmann Homes
RHS Building, 1895 Plaza Drive, Suite 200
Eagan, MN 55122
DATE:
September 14,1999
PROJECT NO: 9909463
PROJECT: FOUNTAIN HILLS
PRIOR LAKE, MINNESOTA
COPIES TO:
1-Pioneer Engineering-Nick Polta
1-Enebak Construction-Nathan Adams
1-City of Prior Lake-Susan McDermott
TEST NUMBER:
DENSITY TESTS OF COMPACTED FILL
6 7
DATE TAKEN:
BELOW SUBGRADE:
DEPTH BELOW EXISTING GRADE:
FIELD DENSITY DETERMINATION:
9-2-99 9-2-99
Sandy lean clay Sandy lean clay
with a little with a little
gravel, brown, gravel, brown,
(CL)-1 (CL)-1
Fountain Hill Fountain Hill
Court, Sta 3+50, Court, Sta 4+50,
1 O'Left 10'Left
4' 5%'
l' l'
UNIFIED SOILCLASSIFICATION:
(Moisture-Density Sample Number),
LOCATION:
Method Nuclear Density Direct Transmission, ASTM:D2922-91 (-#4 Basis)
Dry Density (pet) 112 110
Moisture Content (%) 15.1 16.1
Plus #4 Material (%) 3 3
LABORATORY COMPACTION CHARACTERISTICS OF SOIL:
Method ASTM:D698-91, Procedure "An, (-#4 Basis)
Maximum Dry Density (pcf) 112.1 112.1
Optimum Moisture (%) 15.8 15.8
COMPACTION TEST RESULTS:
Compaction
Specified Compaction
(%)
(%)
100
95
98
95
REMARKS:
Density tests are valid at the location and elevation of the test only. No representation
is made to the adequacy of fill and compaction at locations and elevations other
t t s test . These tests were perfonned by M. LemkefTwin City Testing.
REVIEWED BY:
STOR~@
Twin City Testing Corporation
TO:
Ms. Kelly Murray
Wensmann Homes
RHS Building, 1895 Plaza Drive, Suite 200
Eagan, MN 55122
PROJECT: FOUNTAIN HILLS
PRIOR LAKE, MINNESOTA
662 Cromwell Avenue, St. Paul, MN 55114-1776
(651) 645-3601, Fax (651) 659-7348
DATE:
September 14, 1999
PROJECT NO: 9909463
COPIES TO:
1-Pioneer Engineering-Nick Polta
1-Enebak Construction-Nathan Adams
1-City of Prior Lake-Susan McDermott
TEST NUMBER:
DENSITY TESTS OF COMPACTED FILL
8 9
DATE TAKEN: 9-3-99 9-3-99
UNIFIED SOILCLASSIFICA TION: Sandy lean clay Sandy lean clay
(Moisture-Density Sample Number) with a little with a little
gravel, brown, gravel, brown,
(CL)-1 (CL)-1
LOCATION: Fountain Hill Fountain Hill
Court, Sta 4+85, Court, Sta 3+25,
8'Left 8'Left
BELOW SUBGRADE: 3' . 3'
DEPTH BELOW EXISTING GRADE: 1 ' 1 '
FIELD DENSITY DETERMINATION:
Method Nuclear Density Direct Transmission, ASTM:D2922-91 (-#4 Basis)
Dry Density (pcf) 111 109
Moisture Content (%) 15.7 16.1
Plus #4 Material (%) 3 3
LABORATORY COMPACTION CHARACTERISTICS OF SOIL:
Method ASTM:D698-91, Procedure "An, (-#4 Basis)
Maximum Dry Density (pcf) 112.1 112.1
Optimum Moisture (%) 15.8 15.8
COMPACTION TEST RESULTS:
Compaction
Specified Compaction
(%)
(%)
99
95
97
95
Density tests are valid at the location and elevation of the test only. No representation
is made a to the dequacy of fill and compaction at locations and elevations other
than th teste. hese tests were performed by M. LemkelTwin City Testing.
REMARKS:
REVIEWED BY:
STORK@
Twin City Testing Corporation
662 Cromwell Avenue, 51. Paul, MN 55114-1776
(651) 645-3601, Fax (651) 659-7348
TO:
Ms. Kelly Murray
Wensmann Homes
RHS Building, 1895 Plaza Drive, Suite 200
Eagan, MN 55122
DATE:
September 14, 1999
PROJECT NO: 9909463
PROJECT: FOUNTAIN HILLS
PRIOR LAKE, MINNESOTA
COPIES TO:
1-Pioneer Engineering-Nick Polta
1-Enebak Construction-Nathan Adams
1-City of Prior Lake-Susan McDermott
TEST NUMBER:
DENSITY TESTS OF COMPACTED FILL
10 11 12
DATE TAKEN:
UNIFIED SOILCLASSIFICA TION:
(Moisture-Density Sample Number).
BELOW SUBGRADE:
DEPTH BELOW EXISTING GRADE:
FIELD DENSITY DETERMINATION:
9-9-99 9-9-99 9-9-99
Sandy lean clay Sandy lean clay Sandy lean clay
with a little with a little with a little
gravel, brown, gravel, brown, gravel, brown,
(CL)-1 (CL)-1 (CL)-1
Fountain Hill Fountain Hill Fountain Hill
Drive, Sta 3+50, Drive, Sta 2+75, Drive, Sta 1 +00,
Centerline 1 O'Left Centerline
5' 3' 3'
2' 1 ' 1 '
LOCATION:
Method Nuclear Density Direct Transmission, ASTM:D2922-91 (-#4 Basis)
Dry Density (pcf) 112 112 111
Moisture Content (%) 14.8 14.0 13.9
Plus #4 Material (%) 3 5 5
LABORATORY COMPACTION CHARACTERISTICS OF SOIL:
Method ASTM:D698-91, Procedure "A", (-#4 Basis)
Maximum Dry Density (pet) 112.1 112.1 112.1
Optimum Moisture (%) 15.8 15.8 15.8
COMPACTION TEST RESULTS:
Compaction
Specified Compaction
(%)
(%)
100
95
100
95
99
95
REMARKS:
Density tests are valid at the location and elevation of the test only. No representation
is made as to the adequacy of fill and compadion at locations and elevations other
tha tho ested. hese tests were performed by M. LemkelTwin City Testing.
REVIEWED BY:
Proj
F:\BMC\99CME\9909463\d10-12.doc
STOR~@
Twin City Testing Corporation
662 Cromwell Avenue, St. Paul, MN 55114-1776
(651) 645-3601, Fax (651) 659-7348
TO:
Ms. Kelly Murray
Wensmann Homes
RHS Building, 1895 Plaza Drive, Suite 200
Eagan, MN 55122
DATE:
September 14,1999
PROJECT NO: 9909463
PROJECT: FOUNTAIN HILLS
PRIOR LAKE, MINNESOTA
COPIES TO:
1-Pioneer Engineering-Nick Polta
1-Enebak Construction-Nathan Adams
1-City of Prior Lake-Susan McDermott
TEST NUMBER:
DENSITY TESTS OF COMPACTED FILL
13 14
ELEVATION OF TEST: (feet)
DEPTH BELOW EXISTING GRADE:
FIELD DENSITY DETERMINATION:
9-10-99 9-10-99
Sandy lean clay Sandy lean clay
with a little with a little
gravel, brown, gravel, brown,
(CL)-1 (CL)-1
Block 1, Lot 2, Block 1, Lot 2,
120'5 & 80W of 120'5 & 140W
NE property line of NE property
corner line corner
849 851
6" 6"
DATE TAKEN:
UNIFIED SOILCLASSIFICATION:
(Moisture-Density Sample Number)
LOCATION:
Method Nuclear Density Direct Transmission, ASTM:D2922-91 (-#4 Basis)
Dry Density (pet) 113 112
Moisture Content (%) 14.1 13.6
Plus #4 Material (%) 3 4
LABORATORY COMPACTION CHARACTERISTICS OF SOIL:
Method ASTM:D698-91, Procedure "A", (-#4 Basis)
Maximum Dry Density (pet) 112.1 112.1
Optimum Moisture (%) 15.8 15.8
COMPACTION TEST RESULTS:
Compaction
Specified Compaction
(%)
(%)
101
95
100
95
Density tests are valid at the location and elevation of the test only. No representation
is made as the adequacy of fill and compaction at locations and elevations other
tha thos sted. hese tests were performed by M. LemkelTwin City Testing.
REMARKS:
REVIEWED BY:
STOR~@
Twin City Testing Corporation
662 Cromwell Avenue, St. Paul, MN 55114-1776
(651) 645-3601, Fax (651) 659-7348
TO:
Ms. Kelly Murray
Wensmann Homes
RHS Building, 1895 Plaza Drive, Suite 200
Eagan, MN 55122
DATE:
September 14,1999
PROJECT NO: 9909463
PROJECT: FOUNTAIN HILLS
PRIOR LAKE, MINNESOTA
COPIES TO:
1-Pioneer Engineering-Nick Polta
1-Enebak Construction-Nathan Adams
1-City of Prior Lake-Susan McDermott
TEST NUMBER:
DENSITY TESTS OF COMPACTED FILL
15 16 17
DATE TAKEN:
UNIFIED SOILCLASSIFICA TION:
(Moisture-Density Sample Number)
LOCATION:
ELEVATION OF TEST: (feet)
BELOW SUBGRADE:
DEPTH BELOW EXISTING GRADE:
FIELD DENSITY DETERMINATION:
Method Nuclear Density Direct Transmission, ASTM:D2922-91 (-#4 Basis)
Dry Density (pet) 112 113 112
Moisture Content (%) 14.6 13.1 14.2
Plus #4 Material (%)
LABORATORY COMPACTION CHARACTERISTICS OF SOIL:
Method ASTM:D698-91, Procedure "Art, (-#4 Basis)
Maximum Dry Density (pet) 113.1 113.1 112.1
Optimum Moisture (%) 16.1 16.1 15.8
COMPACTION TEST RESULTS:
Compaction
Specified Compaction
(%)
(%)
99
95
100
95
100
100
Density tests are valid at the location and elevation of the test only. No representation
is made a to the adequacy of fill and compaction at locations and elevations other
t thos t ted. Th e tests were perfonned by M. LemkelTwin City Testing.
REMARKS:
REVIEWED BY:
STOA~~
Twin City Testing Corporation
662 Cromwell Avenue, St. Paul, MN 55114-1776
(651) 645-3601, Fax (651) 659-7348
TO:
Ms. Kelly Murray
Wensmann Homes
RHS Building, 1895 Plaza Drive, Suite 200
Eagan, MN 55122
PROJECT: FOUNTAIN HILLS
PRIOR LAKE, MINNESOTA
DATE:
October 4, 1999
PROJECT NO: 9909463
COPIES TO:
1-Pioneer Engineering-Nick Polta
1-Enebak Construction-Nathan Adams
1-City of Prior Lake-Susan McDermott
TEST NUMBER:
DENSITY TESTS OF COMPACTED FILL
18 19 20
DATE TAKEN:
ELEVATION OF TEST: (feet)
DEPTH BELOW EXISTING GRADE:
FIELD DENSITY DETERMINATION:
9-13-99 9-13-99 9-14-99
Sandy lean clay Sandy lean clay Sandy lean clay
with a little with a little with a little
gravel, brown, gravel, brown, gravel, brown,
(CL)-3 (CL)-3 (CL)-3
Phase 2, 150'N Phase 2, 100'N Phase 2, 160'N
& 75'E of NW & 70'E of NW & 80'E of NW
pond structure pond structure pond structure
846 848 850
l' 1 ' l'
UNIFIED SOILCLASSIFICATION:
(Moisture-Density Sample Number)
LOCATION:
Method Nuclear Density Direct Transmission, ASTM:D2922-91 (-#4 Basis)
Dry Density (pet) 112 109 110.5
Moisture Content (%) 16.6 15.8 14.7
Plus #4 Material (%) 6 6 3
LABORATORY COMPACTION CHARACTERISTICS OF SOIL:
Method ASTM:D698-91 , Procedure "A", (-#4 Basis)
Maximum Dry Density (pet) 113.1 113.1 113.1
Optimum Moisture (%) 16.1 16.1 16.1
COMPACTION TEST RESULTS:
Compaction
Specified Compaction
(%)
(%)
99
95
96.5
95
97.5
95
Density tests are valid at the location and elevation of the test only. No representation
is made as to he adequacy of fill and compaction at locations and elevations other
th n those e ted. Th e tests re performed by M. LemkefTwin City Testing.
REMARKS:
REVIEWED BY:
siORK@
Twin CllY Testing Corporation
662 Cromwell Avenue, St. Paul, MN 55114-1776
(651) 645-3601, Fax (651) 659-7348
DATE: October 4,1999
TO:
Ms. Kelly Murray
Wensmann Homes
RHS Building, 1895 Plaza Drive, Suite 200
Eagan, MN 55122
FOUNTAIN HILLS
PRIOR LAKE, MINNESOTA
PROJECT NO: 9909463
COPIES TO: 1-Pioneer Engineering-Nick Polta
1-Enebak Construction-Nathan Adams
1-City of Prior Lake-Susan McDermott
PROJECT:
TEST NUMBER:
DENSITY TESTS OF COMPACTED FILL
21 22 23
DATE TAKEN:
9-15-99 9-15-99 9-15-99
Sandy lean clay Sandy lean clay Sandy lean clay
with a little with a little with a little
gravel, brown, gravel, brown, gravel, brown,
(CL)-3 (CL)-3 (CL)-3
Phase 2, 220'N Phase 2, 180'N Phase 2, 120'N
& 100'E of NW & 75'E of NW & 70'E of NW
pond structure pond structure pond structure
851' 853 852
l' l' 1 '
UNIFIED SOILCLASSIFICA TION:
(Moisture-Density Sample Number)
LOCATION:
ELEVATION OF TEST: (feet)
DEPTH BELOW EXISTING GRADE:
FIELD DENSITY DETERMINATION:
Method Nuclear Density Direct Transmission, ASTM:D2922-91 (-#4 Basis)
Dry Density (pet) 107.5 111
Moisture Content (%) 14.9 15.3
Plus #4 Material (%) 3 6
LABORATORY COMPACTION CHARACTERISTICS OF SOIL:
110
16.4
6
Method ASTM:D698-91, Procedure uA", (-#4 Basis)
Maximum Dry Density (pet) 113.1 113.1
Optimum Moisture (%) 16.1 16.1
COMPACTION TEST RESULTS:
113.1
16.1
Compaction
Specified Compaction
(%)
(%)
95
95
98
95
97
95
24
9-15-99
Sand lean clay
with a little
gravel, brown,
(CL)-3
Phase 2, 75'N &
70'E of NW pond
structure
854
1 '
110
15.1
6
113.1
16.1
97
95
Density te s are valid at the location and elevation of the test only. No representation
to the equacy of fill and compaction at locations and elevations other
ested. T ere perfonned by M. LemkelTwin City Testing.
REMARKS:
REVIEWED BY:
~TO R I...ti~
Twin City Testing Corporation
662 Cromwell Avenue, St. Paul, MN 55114-1776
(651) 645-3601, Fax (651) 659-7348
TO:
DATE:
October 4, 1999
Ms. Kelly Murray
Wensmann Homes
RHS Building, 1895 Plaza Drive, Suite 200
Eagan, MN 55122
PROJECT NO: 9909463
PROJECT: FOUNTAIN HILLS
PRIOR LAKE, MINNESOTA
COPIES TO:
1-Pioneer Engineering-Nick Polta
1-Enebak Construction-Nathan Adams
1-City of Prior Lake-Susan McDermott
TEST NUMBER:
DENSITY TESTS OF COMPACTED FILL
25 26 27
DATE TAKEN:
UNIFIED SOILCLASSIFICA TION:
(Moisture-Density Sample Number)
9-16-99 9-16-99 9-16-99
Sandy lean clay Sandy lean clay Sandy lean clay
with a little with a little with a little
gravel, brown, gravel, brown, gravel, brown,
(CL)-3 (CL)-3 (CL)-3
Phase 2, 210'N Phase 2, 175'N Phase 2, 130'N
& 140'E of NW & 100'E of NW & 80'E of NW
pond structure pond structure pond structure
853 853 854
l' l' l'
LOCATION:
ELEVATION OF TEST: (feet)
DEPTH BELOW EXISTING GRADE:
FIELD DENSITY DETERMINATION:
Method Nuclear Density Direct Transmission, ASTM:D2922-91 (-#4 Basis)
Dry Density (pcf) 113 111
Moisture Content (%) 15.7 15.1
Plus #4 Material (%) 6 3
LABORATORY COMPACTION CHARACTERISTICS OF SOIL:
112.5
14.7
6
Method ASTM:D698-91, Procedure "A", (-#4 Basis)
Maximum Dry Density (pcf) 113.1 113.1
Optimum Moisture (%) 16.1 16.1
COMPACTION TEST RESULTS:
113.1
16.1
Compaction
Specified Compaction
(%)
(%)
100
95
98
95
99.5
95
28
9-16-99
Sand lean clay
with a little
gravel, brown,
(CL)-3
Phase 2, 50'N &
80'E of NW pond
structure
856
l'
112
14.3
3
113.1
16.1
99
95
Density tests are valid at the location and elevation of the test only. No representation
is made as t the adequacy of fill and compaction at locations and elevations other
th thos t sted. Th e tests were performed by M. Lemkerrwin City Testing.
REMARKS:
REVIEWED BY:
.:ITO AK@
Twin City Testing Corporation
662 Cromwell Avenue, St. Paul, MN 55114-1776
(651) 645-3601, Fax (651) 659-7348
TO:
Ms. Kelly Murray
Wensmann Homes
RHS Building, 1895 Plaza Drive, Suite 200
Eagan, MN 55122
DATE:
September 22, 1999
PROJECT NO: 9909463
PROJECT: FOUNTAIN HILLS
PRIOR LAKE, MINNESOTA
COPIES TO:
1-Pioneer Engineering-Nick Polta
1-Enebak Construction-Nathan Adams
1-City of Prior Lake-Susan McDermott
TEST NUMBER:
DENSITY TESTS OF COMPACTED FILL
29
DATE TAKEN:
9-17-99
UNIFIED SOILCLASSIFICATION:
(Moisture-Density Sample Number).
Sandy lean clay
with a little
gravel, brown,
(CL)-3
LOCATION:
Phase I, 150'S &
50'E of NW pond
structure
BELOW SUBGRADE:
DEPTH BELOW EXISTING GRADE:
FIELD DENSITY DETERMINATION:
20'
6"
Method Nuclear Density Direct Transmission, ASTM:D2922-91 (-#4 Basis)
Dry Density (pcf) 113.5
Moisture Content (%) 12.8
Plus #4 Material (%) 6
LABORATORY COMPACTION CHARACTERISTICS OF SOIL:
Method ASTM:D698-91, Procedure "A", (-#4 Basis)
Maximum Dry Density (pcf) 113.1
Optimum Moisture (%) 16.1
COMPACTION TEST RESULTS:
Compaction
Specified Compaction
(%)
(%)
100.5
95
REMARKS:
Density tests are valid at the location and elevation of the test only. No representation
is made as to t e adequacy of fill and compaction at locations and elevations other
th n t e teste T were performed by M. Straightrrwin City Testing.
REVIEWED BY:
~TOR~@
Twin City Testing Corporation
TO:
Ms. Kelly Murray
Wensmann Homes
RHS Building, 1895 Plaza Drive, Suite 200
Eagan, MN 55122
662 Cromwell Avenue, St. Paul, MN 55114-1776
(651) 645-3601, Fax (651) 659-7348
DATE: October 4, 1999
PROJECT NO: 9909463
PROJECT:
FOUNTAIN HILLS
PRIOR LAKE, MINNESOTA
COPIES TO: 1-Pioneer Engineering-Nick Polta
1-Enebak Construction-Nathan Adams
1-City of Prior Lake-Susan McDermott
TEST NUMBER:
DENSITY TESTS OF COMPACTED FILL
30 31 32
DATE TAKEN:
ELEVATION OF TEST: (feet)
DEPTH BELOW EXISTING GRADE:
FIELD DENSITY DETERMINATION:
9-20-99 9-20-99 9-20-99
Sandy lean clay Sandy lean clay Sandy lean clay
with a little with a little with a little
gravel, brown, gravel, brown, gravel, brown,
(CL)-3 (CL)-3 (CL)-3
Phase 2, 50'S & Phase 2, 90'N & Phase 2, 210'N
110'E of NW 75'E of NW pond & 140'E of ~
pond structure structure pond structure
859 857 856
l' 1 ' l'
UNIFIED SOILCLASSIFICA TION:
(Moisture-Density Sample Number)
LOCATION:
Method Nuclear Density Direct Transmission, ASTM:D2922-91 (-#4 Basis)
Dry Density (pcf) 113 111 115
Moisture Content (%) 15.1 11.8 11.2
Plus #4 Material (%) 8 6 8
LABORATORY COMPACTION CHARACTERISTICS OF SOIL:
Method ASTM:D698-91, Procedure uA", (-#4 Basis)
Maximum Dry Density (pet) 113.1 113.1 113.1
Optimum Moisture (%) 16.1 16.1 16.1
COMPACTION TEST RESULTS:
Compaction
Specified Compaction
(%)
(%)
100
95
98
95
102
95
REMARKS:
are valid at the location and elevation of the test only. No representation
is made as t the ade uacy of fill and compaction at locations and elevations other
than ose e ted. ests were performed by M. LemkefTwin City Testing.
REVIEWED BY:
Project
F:\BMC\99CME\9909463\d30-32.doc
.6TOA~@
Twin City Testing Corporation
662 Cromwell Avenue, St. Paul, MN 55114-1776
(651) 645-3601, Fax (651) 659-7348
TO:
Ms. Kelly Murray
Wensmann Homes
RHS Building, 1895 Plaza Drive, Suite 200
Eagan, MN 55122
DATE:
October 4, 1999
PROJECT NO: 9909463
PROJECT: FOUNTAIN HILLS
PRIOR LAKE, MINNESOTA
COPIES TO:
1-Pioneer Engineering-Nick Polta
1-Enebak Construction-Nathan Adams
1-City of Prior Lake-Susan McDermott
TEST NUMBER:
DENSITY TESTS OF COMPACTED FILL
33 34 35
DATE TAKEN:
9-22-99 9-22-99 9-22-99
Sandy lean clay Sandy lean clay Sandy lean clay
with a little with a little with a little
gravel, brown, gravel, brown, gravel, brown,
(CL)-3 (CL)-3 (CL)-3
Phase 2, 50'N & Phase 2, 150'N Phase 2, 200'N
100'E of NW & 100'E of NW & 120'E of NW
pond structure pond structure pond structure
860 858 858
1 ' 1 ' l'
UNIFIED SOILCLASSIFICA TION:
(Moisture-Density Sample Number)
LOCATION:
ELEVATION OF TEST: (feet)
DEPTH BELOW EXISTING GRADE:
FIELD DENSITY DETERMINATION:
Method Nuclear Density Direct Transmission, ASTM:D2922-91 (-#4 Basis)
Dry Density (pet) 114 112
Moisture Content (%) 10.6 11.1
Plus #4 Material (%) 10 5
LABORATORY COMPACTION CHARACTERISTICS OF SOIL:
113
11.9
5
Method ASTM:D698-91 , Procedure "A", (-#4 Basis)
Maximum Dry Density (pet) 113.1 113.1
Optimum Moisture (%) 16.1 16.1
COMPACTION TEST RESULTS:
113.1
16.1
Compaction
Specified Compaction
(%)
(%)
99
95
100
95
101
95
REMARKS:
36
9-22-99
Sandy lean clay
with a little
gravel, brown,
(CL)-3
Phase 2, 11 O'N
& 140'E of NW
pond structure
860
l'
113
12.1
8
113.1
16.1
100
95
Density tests are valid at the location and elevation of the test only. No representation
is made as 0 the adequacy of fill and compaction at locations and elevations other
t a thos sted. T ese tests were performed by M. LemkelTwin City Testing.
REVIEWED BY:
'=;TOR~@
Twin City Testing Corporation
662 Cromwell Avenue, St. Paul, MN 55114-1776
(651) 645-3601, Fax (651) 659-7348
TO:
Ms. Kelly Murray
Wensmann Homes
RHS Building, 1895 Plaza Drive, Suite 200
Eagan, MN 55122
DATE:
October 4, 1999
PROJECT NO: 9909463
PROJECT: FOUNTAIN HILLS
PRIOR LAKE, MINNESOTA
COPIES TO:
1-Pioneer Engineering-Nick Polta
1-Enebak Construction-Nathan Adams
1-City of Prior Lake-Susan McDermott
TEST NUMBER:
DENSITY TESTS OF COMPACTED FILL
37 38 39
DATE TAKEN: 9-24-99 9-24-99 9-24-99
UNIFIED SOILCLASSIFICA TION: Sandy lean clay Sandy lean clay Sandy lean clay
(Moisture-Density Sample Number) with a little with a little with a little
gravel, brown, gravel, brown, gravel, brown,
(CL)-3 (CL)-3 (CL)-3
LOCATION: Block 1, Lot 1, Block 1, Lot 1, Block 1, Lot 1,
175'S & 140'E of 225'S & 140'E of 180'S & 160'N of
NW property NW property NW property
comer comer comer
ELEVATION OF TEST: (feet) 856 853 857
DEPTH BELOW EXISTING GRADE: 1 ' l' l'
FIELD DENSITY DETERMINATION:
Method Nuclear Density Direct Transmission, ASTM:D2922-91 (-#4 Basis)
Dry Density (pcf) 110.5 109 112
Moisture Content (%) 10.9 12.7 10.1
Plus #4 Material (%) 3 3 3
LABORATORY COMPACTION CHARACTERISTICS OF SOIL:
Method ASTM:D698-91, Procedure "An, (-#4 Basis)
Maximum Dry Density (pet) 113.1 113.1 113.1
Optimum Moisture (%) 16.1 16.1 16.1
COMPACTION TEST RESULTS:
Compaction
Specified Compaction
(%)
(%)
98
95
96
95
99
95
REMARKS:
Density tests are valid at the location and elevation of the test only. No representation
dequacy of fill and compaction at locations and elevations other
ests were performed by M. LemkelTwin City Testing.
REVIEWED BY:
:iTOAM@)
Twin City Testing Corporation
662 Cromwell Avenue, St. Paul, MN 55114-1776
(651) 645-3601, Fax (651) 659-7348
TO:
Ms. Kelly Murray
Wensmann Homes
RHS Building, 1895 Plaza Drive, Suite 200
Eagan, MN 55122
DATE:
October 4, 1999
PROJECT NO: 9909463
PROJECT: FOUNTAIN HILLS
PRIOR LAKE, MINNESOTA
COPIES TO:
1-Pioneer Engineering-Nick Polta
1-Enebak Construction-Nathan Adams
1-City of Prior Lake-Susan McDermott
DENSITY TESTS OF COMPACTED FILL
TEST NUMBER: 40 41 42 43
DATE TAKEN: 9-27-99 9-27-99 9-27 -99 9-27-99
UNIFIED SOILCLASSIFICA TION: Sandy lean clay Sandy lean clay Sandy lean clay Sandy lean clay
(Moisture-Density Sample Number) with a little with a little with a little with a little
gravel, brown, gravel, brown, gravel, brown, gravel, brown,
(CL)-3 (CL)-3 (CL)-3 (CL)-3
LOCATION: Block 1, Lot 1, Block 1, Lot 1, Block 1, Lot 1, Block 1, Lot 1,
175'S & 150'E of 180'8 & 150'E of 170'S & 260'E of 180'8 & 262'E of
NW property NW property NW property NW property
corner corner comer corner
ELEVATION OF TEST: (feet) 859 861 860 862
DEPTH BELOW EXISTING GRADE: 2.5' 6" 2.5' 6"
FIELD DENSITY DETERMINATION:
Method Nuclear Density Direct Transmission, ASTM:D2922-91 (-#4 Basis)
Dry Density (pet) 109 108.5
Moisture Content (%) 13.8 13.1
Plus #4 Material (%) 3 3
LABORATORY COMPACTION CHARACTERISTICS OF SOIL:
112
12.7
3
112
12.7
8
Method ASTM:D698-91, Procedure "A", (-#4 Basis)
Maximum Dry Density (pet) 113.1 113.1
Optimum Moisture (%) 16.1 16.1
COMPACTION TEST RESULTS:
113.1
16.1
113.1
16.1
Compaction
Specified Compaction
(%)
(%)
96.5
95
96
95
99
95
99
95
REMARKS:
Density tests are valid at the location and elevation of the test only. No representation
is made a to the adequacy of fill and compaction at locations and elevations other
tha tho tested These tests were performed by M. LemkelTwin City Testing.
REVIEWED BY:
STOA~@
Twin City Testing Corporation
662 Cromwell Avenue, St. Paul, MN 55114-1776
(651) 645-3601, Fax (651) 659-7348
TO:
Ms. Kelly Murray
Wensmann Homes
RHS Building, 1895 Plaza Drive, Suite 200
Eagan, MN 55122
DATE:
October 4,1999
PROJECT NO: 9909463
PROJECT: FOUNTAIN HILLS
PRIOR LAKE, MINNESOTA
COPIES TO:
1-Pioneer Engineering-Nick Polla
1-Enebak Construction-Nathan Adams
1-City of Prior Lake-Susan McDermott
TEST NUMBER:
DENSITY TESTS OF COMPACTED FILL
44 45
DATE TAKEN:
9-27-99
9-27 -99
UNIFIED SOILCLASSIFICA TION:
(Moisture-Density Sample Number)
Sandy lean clay
with a little
gravel, brown,
(CL)-3
Sandy lean clay
with a little
gravel, brown,
(CL)-3
LOCATION:
Block 1, Lot 1, Block 1, Lot 1,
270'S & 180'E of 275'S & 180'E of
NW property NW property
corper corner
ELEVATION OF TEST: (feet)
DEPTH BELOW EXISTING GRADE:
FIELD DENSITY DETERMINATION:
862
2.5'
864
6"
Method Nuclear Density Direct Transmission, ASTM:D2922-91 (-#4 Basis)
Dry Density (pcf) 112.5 112
Moisture Content (%) 12.5 13.1
Plus #4 Material (%) 8 8
LABORATORY COMPACTION CHARACTERISTICS OF SOIL:
Method ASTM:D698-91 , Procedure "A", (-#4 Basis)
Maximum Dry Density (pct) 113.1 113.1
Optimum Moisture (%) 16.1 16.1
COMPACTION TEST RESULTS:
Compaction
Specified Compaction
(%)
(%)
99.5
95
99
95
REMARKS:
Density tests are valid at the location and elevation of the test only. No representation
is made as to the adequacy of fill and compaction at locations and elevations other
than hose d. The tests were perfonned by M. LemkelTwin City Testing.
REVIEWED BY:
roje
F:\BMC\99CME\9909463\d44-t6.doc
STOR~@
Twin GILY Testing Corporation
662 Cromwell Avenue, St. Paul, MN 55114-1776
(651) 645-3601, Fax (651) 659-7348
TO:
Ms. Kelly Murray
Wensmann Homes
RHS Building, 1895 Plaza Drive, Suite 200
Eagan, MN 55122
DATE:
October 4, 1999
PROjECT NO: 9909463
PROJECT: FOUNTAIN HILLS
PRIOR LAKE, MINNESOTA
COPIES TO:
1-Pioneer Engineering-Nick Polta
1-Enebak Construction-Nathan Adams
1-City of Prior Lake-Susan McDermott
DENSITY TESTS OF COMPACTED FILL
TEST NUMBER: 46 47 48 49
DATE TAKEN: 9-28-99 9-28-99 9-28-99 9-28-99
UNIFIED SOILCLASSIFICA TION: Sandy lean clay Sandy lean clay Sandy lean clay Sandy lean clay
(Moisture-Density Sample Number) with a little with a little with a little with a little
gravel, brown, gravel, brown, gravel, brown, gravel, brown,
(CL)-3 (CL)-3 (CL)-3 (CL)-3
LOCATION: Block 1, Lot 1, Block 1, Lot 1, Block 1, Lot 1, Block 1, Lot 1,
150'5 & 160'E of 155'S & 162'E of 140'S & 280'E of 250'S & 175'E of
NW property NW property NW property NW property
comer comer comer comer
ELEVATION OF TEST: (feet) 863 865 866 866
DEPTH BELOW EXISTING GRADE: 2.5' 6" l' l'
FIELD DENSITY DETERMINATION:
Method Nuclear Density Direct Transmission, ASTM:D2922-91 (-#4 Basis)
Dry Density (pet) 108.5 110
Moisture Content (%) 11.3 11.9
Plus #4 Material (%) 3 3
LABORATORY COMPACTION CHARACTERISTICS OF SOIL:
112
11.8
5
112.5
12.1
5
Method ASTM:D698-91 , Procedure "A", (-#4 Basis)
Maximum Dry Density (pet) 113.1 113.1
Optimum Moisture (%) 16.1 16.1
COMPACTION TEST RESULTS:
113.1
16.1
113.1
16.1
Compaction
Specified Compaction
(%)
(%)
96
95
97
95
99
95
99.5
95
REMARKS:
Density tests are valid at the location and elevation of the test only. No representation
is made as the adequacy of fill and compaction at locations and elevations other
th thos ested. ese tests were performed by M. LemkelTwin City Testing.
REVIEWED BY:
Pro ct Manager
F:\BMC\99CME\9909463\d46-49.doc
STOA~(!)
Twin City Testing Corporation
662 Cromwell Avenue, St. Paul, MN 55114-1776
(651) 645-3601, Fax (651) 659-7348
TO:
Ms. Kelly Murray
Wensmann Homes
RHS Building, 1895 Plaza Drive, Suite 200
Eagan, MN 55122
PROJECT: FOUNTAIN HILLS
PRIOR LAKE, MINNESOTA
DATE:
October 4, 1999
PROJECT NO: 9909463
COPIES TO:
1-Pioneer Engineering-Nick Polta
1-Enebak Construction-Nathan Adams
1-City of Prior Lake-Susan McDermott
DENSITY TESTS OF COMPACTED FILL
TEST NUMBER: 50 51 52 53
DATE TAKEN: 9-29-99 9-29-99 9-29-99 9-29-99
UNIFIED SOILCLASSIFICATION: Sandy lean clay Sandy lean clay Sandy lean clay Sandy lean clay
(Moisture-Density Sample Number) with a little with a little with a little with a little
gravel, brown, gravel, brown, gravel, brown, gravel, brown,
(CL)-3 (CL)-3 (CL)-3 (CL)-3
LOCATION: Block 1, Lot 1, Block 1, Lot 1, Block 1, Lot 1, Block 1, Lot 1,
240'S & 160'E of 234'S & 156'E of 125'S & 300'E of 128'S & 298'E of
. NW property NW property NW property NW property
corner comer comer comer
ELEVATION OF TEST: (feet) 868 870 867 869
DEPTH BELOW EXISTING GRADE: 2.5' 6" 2.5' 6"
FIELD DENSITY DETERMINATION:
Method Nuclear Density Direct Transmission, ASTM:D2922-91 (-#4 Basis)
Dry Density (pet) 113.5 112.5
Moisture Content (%) 12.6 11.3
Plus #4 Material (%) 8 6
LABORATORY COMPACTION CHARACTERISTICS OF SOIL:
112
10.2
6
113
11.5
8
Method ASTM:D698-91, Procedure "A", (-#4 Basis)
Maximum Dry Density (pcf) 113.1 113.1
Optimum Moisture (%) 16.1 16.1
COMPACTION TEST RESULTS:
113.1
16.1
113.1
16.1
Compaction
Specified Compaction
(%)
(%)
100.5
95
99.5
95
99
95
100
95
REMARKS:
Density tests are valid at the location and elevation of the test only. No representation
is made as 0 the adequacy of fill and compaction at locations and elevations other
t tho e ested. hese tests were performed by M. LemkelTwin City Testing.
REVIEWED BY:
STOA~@
Twin CII.Y Testing Corporation
662 Cromwell Avenue, St. Paul, MN 55114-1776
(651) 645-3601, Fax (651) 659-7348
TO:
Ms. Kelly Murray
Wensmann Homes
RHS Building, 1895 Plaza Drive, Suite 200
Eagan, MN 55122
DATE:
October 4,1999
PROJECT NO: 9909463
PROJECT: FOUNTAIN HILLS
PRIOR LAKE, MINNESOTA
COPIES TO:
1-Pioneer Engineering-Nick Polta
1-Enebak Construction-Nathan Adams
1-City of Prior Lake-Susan McDermott
DENSITY TESTS OF COMPACTED FILL
TEST NUMBER: 54 55 56 57
DATE TAKEN: 9-30-99 9-30-99 9-30-99 9-30-99
UNIFIED SOILCLASSIFICA TION: Sandy lean clay Sandy lean clay Sandy lean clay Sandy lean clay
(Moisture-Density Sample Number) with a little with a little with a little with a little
gravel, brown, gravel, brown, gravel, brown, gravel, brown,
(CL)-3 (CL)-3 (CL)-3 (CL)-3
LOCATION: Block 1, Lot 1 , Block 1, Lot 1, Block 1, Lot 1, Block 1, Lot 1,
170'8 & 275'E 166'8 & 272'E of 230'S & 155'E of 225'8 & 160'E of
of NW property NW property NW property NW property
corner comer corner comer
ELEVATION OF TEST: (feet) 870 872 870 872
DEPTH BELOW EXISTING GRADE: 2.5' 6n 2.5' 6n
FIELD DENSITY DETERMINATION:
Method Nuclear Density Direct Transmission, ASTM:D2922-91 (-#4 Basis)
Dry Density (pct) 110 115
Moisture Content (%) 12.1 12.9
Plus #4 Material (%) 5 10
LABORATORY COMPACTION CHARACTERISTICS OF SOIL:
113
13.7
8
113
11.1
5
Method ASTM:D698-91 , Procedure "An, (-#4 Basis)
Maximum Dry Density (pet) 113.1 113.1
Optimum Moisture (%) 16.1 16.1
COMPACTION TEST RESULTS:
113.1
16.1
113.1
16.1
Compaction
Specified Compaction
(%)
(%)
97
95
101.5
95
100
95
100
95
REMARKS:
Density tests are valid at the location and elevation of the test only. No representation
is made as t the adequacy of fill and compaction at locations and elevations other
th thos t sted. T ese tests were perfollTled by M. LemkelTwin City Testing.
REVIEWED BY:
STOAK@)
Twin City Testing Corporation
662 Cromwell Avenue, St. Paul, MN 55114-1776
(651) 645-3601, Fax (651) 659-7348
TO:
Ms. Kelly Murray
Wensmann Homes
RHS Building, 1895 Plaza Drive, Suite 200
Eagan, MN 55122
DATE:
October 6, 1999
PROJECT NO: 9909463
PROJECT: FOUNTAIN HILLS
PRIOR LAKE, MINNESOTA
COPIES TO:
1-Pioneer Engineering-Nick Polta
1-Enebak Construction-Nathan Adams
1-City of Prior Lake-Susan McDermott
TEST NUMBER:
DENSITY TESTS OF COMPACTED FILL
58 59
ELEVATION OF TEST: (feet)
DEPTH BELOW EXISTING GRADE:
FIELD DENSITY DETERMINATION:
10-1-99 10-1-99
Sandy lean clay Sandy lean clay
with a little with a little
gravel, brown, gravel, brown,
(CL)-3 (CL)-3
Block 1. Lot 1 , Block 1, Lot 1,
270'5 & 180'E of 160'5 & 280'E of
NW property NW property
comer comer
873 873
1 ' l'
DATE TAKEN:
UNIFIED SOILCLASSIFICA TION:
(Moisture-Density Sample Number)
LOCATION:
Method Nuclear Density Direct Transmission, ASTM:D2922-91 (-#4 Basis)
Dry Density (pcf) 111 113
Moisture Content (%) 13.1 12.6
Plus #4 Material (%) 3 3
LABORATORY COMPACTION CHARACTERISTICS OF SOIL:
Method ASTM:D698-91 , Procedure "An, (-#4 Basis)
Maximum Dry Density (pcf) 113.1 113.1
Optimum Moisture (%) 16.1 16.1
COMPACTION TEST RESULTS:
Compaction
Specified Compaction
(%)
(%)
98
95
100
95
REMARKS:
Density tests are valid at the location and elevation of the test only. No representation
is made as 0 the a quacy of fill and compaction at locations and elevations other
than hos ested. T ese tests were performed by M. LemkelTwin City Testing.
REVIEWED BY:
proj
F:\BMC\99CME\9909463\d68-69.doc
STOA~@
Twin CI(Y Testing Corporation
TO:
Ms. Kelly Murray
Wensmann Homes
RHS Building, 1895 Plaza Drive, Suite 200
Eagan, MN 55122
662 Cromwell Avenue, St. Paul, MN 55114-1776
(651) 645-3601, Fax (651) 659-7348
DATE: OctoberS, 1999
PROJECT NO: 9909463
PROJECT:
FOUNTAIN HILLS
PRIOR LAKE, MINNESOTA
COPIES TO: 1-Pioneer Engineering-Nick Polta
1-Enebak Construction-Nathan Adams
1-City of Prior Lake-Susan McDermott
TEST NUMBER:
DENSITY TESTS OF COMPACTED FILL
60 61 62
63
DATE TAKEN:
10-2-99 10-2-99 10-2-99
Sandy lean clay Sandy lean clay Sandy lean clay
with a little with a little with a little
gravel, brown, gravel, brown, gravel, brown,
(CL)-3 (CL)-3 (CL)-3
1 0-2-99
UNIFIED SOILCLASSIFICA TION:
(Moisture-Density Sample Number)
Sandy lean clay
with a little
gravel, brown,
(CL)-3
LOCATION:
ELEVATION OF TEST: (feet)
DEPTH BELOW EXISTING GRADE:
FIELD DENSITY DETERMINATION:
Block 1, Lot 2, Block 1, Lot 2, Block 1, Lot 2, Block 1, Lot 1,
60W & 130'S of 132'S & 5SW of 220'S & 70W of 150'S & 120W
NE property NE property NE property of NE property
corner corner comer comer
852 854 855 854
2' 6" l' l'
Method Nuclear Density Direct Transmission, ASTM:D2922-91 (-#4 Basis)
Dry Density (pcf) 113 114
Moisture Content (%) 12.0 14.1
Plus #4 Material (%) 8 8
LABORATORY COMPACTION CHARACTERISTICS OF SOIL:
112
12.9
6
114
13.7
6
Method ASTM:D698-91 , Procedure "A", (-#4 Basis)
Maximum Dry Density (pcf) 113.1 113.1
Optimum Moisture (%) 16.1 16.1
COMPACTION TEST RESULTS:
113.1
16.1
113.1
16.1
Compaction
Specified Compaction
(%)
(%)
100
95
101
95
99
95
101
95
REMARKS:
Density tests are valid at the location and elevation of the test only. No representation
is made as to the adequacy of fill and compaction at locations and elevations other
tha thos t d. The e tests were performed by M. LemkelTwin City Testing.
REVIEWED BY:
STOA~@
Twin City Testing Corporation
662 Cromwell Avenue, St. Paul, MN 55114-1776
(651) 645-3601, Fax (651) 659-7348
TO:
Ms. Kelly Murray
Wensmann Homes
RHS Building, 1895 Plaza Drive, Suite 200
Eagan, MN 55122
DATE:
October 6, 1999
PROJECT NO: 9909463
PROJECT: FOUNTAIN HILLS
PRIOR LAKE, MINNESOTA
COPIES TO:
1-Pioneer Engineering-Nick Polta
1-Enebak Construction-Nathan Adams
1-City of Prior Lake-Susan McDermott
TEST NUMBER:
DENSITY TESTS OF COMPACTED FILL
64 65 66
67
DATE TAKEN:
1 0-4-99 10-4-99 1 0-4-99
Sandy lean clay Sandy lean clay Sandy lean clay
with a little with a little with a little
gravel, brown, gravel, brown, gravel, brown,
(CL)-3 (CL)-3 (CL)-3
10-4-99
UNIFIED SOILCLASSIFICA TION:
(Moisture-Density Sample Number)
Sandy lean clay
with a little
gravel, brown,
(CL)-3
LOCATION:
ELEVATION OF TEST: (feet)
BELOW SUBGRADE:
DEPTH BELOW EXISTING GRADE:
FIELD DENSITY DETERMINATION:
Fountain Hills Fountain Hills Fountain Hills Block 1, Lot 2,
Drive, Sta 1 +20, Drive, Sta 3+00, Drive, Sta 3+68, 125'S & 100W
Sanitary sewer Sanitary sewer Sanitary sewer of NE property
backfill backfill backfill comer
857
3~ 3' 3'
3" 3" 6" 6"
Method Nuclear Density Direct Transmission, ASTM:D2922-91 (-#4 Basis)
Dry Density (pet) 111 113
Moisture Content (%) 12.2 13.5
Plus #4 Material (%) 4 2
LABORATORY COMPACTION CHARACTERISTICS OF SOIL:
110
15.1
6
112
14.2
2
Method ASTM:D698-91 , Procedure "A", (-#4 Basis)
Maximum Dry Density (pcf) 113.1 113.1
Optimum Moisture (%) 16.1 16.1
COMPACTION TEST RESULTS:
113.1
16.1
113.1
16.1
Compaction
Specified Compaction
(%)
(%)
98
95
100
95
97
95
99
95
REMARKS:
REVIEWED BY:
are valid at the location and elevation of the test only. No representation
ade as the equacy of fill and compaction at locations and elevations other
thos t ste ere performed by M. StraightfTwin City Testing.
STOA~@
Twin City Testing Corporation
662 Cromwell Avenue, St. Paul, MN 55114-1776
(651) 645-3601, Fax (651) 659-7348
TO:
Ms. Kelly Murray
Wensmann Homes
RHS Building, 1895 Plaza Drive, Suite 200
Eagan, MN 55122
DATE:
October 6, 1999
PROJECT NO: 9909463
PROJECT: FOUNTAIN HILLS
PRIOR LAKE, MINNESOTA
COPIES TO:
1-Pioneer Engineering-Nick Po Ita
1-Enebak Construction-Nathan Adams
1-City of Prior Lake-Susan McDermott
TEST NUMBER:
DENSITY TESTS OF COMPACTED FILL
68 69
DATE TAKEN:
ELEVATION OF TEST: (feet)
DEPTH BELOW EXISTING GRADE:
FIELD DENSITY DETERMINATION:
1 0-4-99 10-4-99
Sandy lean clay Sandy lean clay
with a little with a little
gravel, brown, gravel, brown,
(CL)-3 (CL)-3
Block 1, Lot 2, Block 1, Lot 1,
50'N & 140W of 125'N & SOW of
SE property SE property
corner comer
863 871
6" 6"
UNIFIED SOILCLASSIFICA TION:
(Moisture-Density Sample Number)
LOCATION:
Method Nuclear Density Direct Transmission, ASTM:D2922-91 (-#4 Basis)
Dry Density (pet) 109 110
Moisture Content (%) 15.2 14.9
Plus #4 Material (%) 2 2
LABORATORY COMPACTION CHARACTERISTICS OF SOIL:
Method ASTM:D698-91 , Procedure "A", (-#4 Basis)
Maximum Dry Density (pet) 113.1 113.1
Optimum Moisture (%) 16.1 16.1
COMPACTION TEST RESULTS:
Compaction
Specified Compaction
(%)
(%)
96.5
95
97
95
REVIEWED BY:
s are valid at the location and elevation of the test only. No representation
quacy of fill and compaction at locations and elevations other
h e tests were performed by M. StraightfTwin City Testing.
REMARKS:
STOA~@
Twin CitY Testing Corporation
TO:
PROJECT:
Ms. Kelly Murray
Wensmann Homes
RHS Building, 1895 Plaza Drive, Suite 200
Eagan, MN 55122
FOUNTAIN HILLS
PRIOR LAKE, MINNESOTA
662 Cromwell Avenue, St. Paul, MN 55114-1776
(651) 645-3601, Fax (651) 659-7348
DATE: October 13, 1999
PROJECT NO: 9909463
COPIES TO: 1-Pioneer Engineering-Nick Polta
1-Enebak Construction-Nathan Adams
1-City of Prior Lake-Susan McDermott
DENSITY TESTS OF COMPACTED FILL
TEST NUMBER: 70 71 72 73
DATE TAKEN: 10-5-99 10-5-99 1 0-5-99 10-5-99
UNIFIED SOILCLASSIFICA TION: Sandy lean clay Sandy lean clay Sandy lean clay Sandy lean clay
(Moisture-Density Sample Number) with a little with a little with a little with a little
gravel, brown, gravel, brown, gravel, brown, gravel, brown,
(CL)-3 (CL)-3 (CL)-3 (CL)-3
LOCATION: Block 1, Lot 2, Block 1, Lot 2, Block 1, Lot 1, Block 1, Lot 1,
100'S & 100W 190'S & 90W of 140W & 80'S of 136W & 82'S of
of NE property NE property NE property NE property
corner comer corner comer
ELEVATION OF TEST: (feet) 858 860 868 870
DEPTH BELOW EXISTING GRADE: l' l' 2.5' 6"
FIELD DENSITY DETERMINATION:
Method Nuclear Density Direct Transmission, ASTM:D2922-91 (-#4 Basis)
Dry Density (pcf) 108 111.5
Moisture Content (%) 14.1 14.7
Plus #4 Material (%) 6 6
LABORATORY COMPACTION CHARACTERISTICS OF SOIL:
113
10.8
6
114
13.7
6
Method ASTM:D698-91 , Procedure "A", (-#4 Basis)
Maximum Dry Density (pcf) 113.1 113.1
Optimum Moisture (%) 16.1 16.1
COMPACTION TEST RESULTS:
Compaction
Specified Compaction
(%)
(%)
95.5
95
REMARKS:
REVIEWED BY:
113.1
16.1
113.1
16.1
98.5
95
100
95
100.5
95
Density tests are valid at the location and elevation of the test only. No representation
is made as t the adequacy of fill and compaction at locations and elevations other
tha thos t sted. ese tests were performed by M. Lemkerrwin City Testing.
Pr ect Manager
F:\BMC\99CME\9909463\d70-73.doc
STOA~@
Twin City Testing Corporation
662 Cromwell Avenue, St. Paul, MN 55114-1776
(651) 645-3601, Fax (651) 659-7348
TO:
Ms. Kelly Murray
Wensmann Homes
RHS Building, 1895 Plaza Drive, Suite 200
Eagan, MN 55122
DATE:
October 13, 1999
PROJECT NO: 9909463
PROJECT: FOUNTAIN HILLS
PRIOR LAKE, MINNESOTA
COPIES TO:
1-Pioneer Engineering-Nick Polta
1-Enebak Construction-Nathan Adams
1-City of Prior Lake-Susan McDermott
TEST NUMBER:
DENSITY TESTS OF COMPACTED FILL
74 75 76
DATE TAKEN:
1 0-5-99
1 0-5-99
1 0-5-99
UNIFIED SOILCLASSIFICA TION:
(Moisture-Density Sample Number)
Sandy lean clay
with a little
gravel, brown,
(CL)-3
Sandy lean clay
with a little
gravel, brown,
(CL)-3
Sandy lean clay
with a little
gravel, brown,
(CL)-3
BELOW SUBGRADE:
DEPTH BELOW EXISTING GRADE:
FIELD DENSITY DETERMINATION:
Fountain Hills Fountain Hills Fountain Hills
Court, Sta 4+00, Court, Sta 3+10, Drive, Sta 2+50,
Water main Water main Water main
treoch trench trench
3' 3' 6"
6" 3' 6"
LOCATION:
Method Nuclear Density Direct Transmission, ASTM:D2922-91 (-#4 Basis)
Dry Density (pcf) 108 110.5 114.5
Moisture Content (0/0) 16.1 15.3 14.9
Plus #4 Material (0/0) 3 7 7
LABORATORY COMPACTION CHARACTERISTICS OF SOIL:
Method ASTM:D698-91, Procedure "A", (-#4 Basis)
Maximum Dry Density (pet) 113.1 113.1 113.1
Optimum Moisture (%) 16.1 16.1 16.1
COMPACTION TEST RESULTS:
Compaction
Specified Compaction
(%)
(%)
95.5
95
97.5
95
101
95
Density tests are valid at the location and elevation of the test only. No representation
the adequacy of fill and compaction at locations and elevations other
sted. Th se tests were perfonned by M. LemkelTwin City Testing.
REMARKS:
REVIEWED BY:
STOR~@
Twin City Testing Corporation
662 Cromwell Avenue, St. Paul, MN 55114-1776
(651) 645-3601, Fax (651) 659-7348
TO:
Ms. Kelly Murray
Wensmann Homes
RHS Building, 1895 Plaza Drive, Suite 200
Eagan, MN 55122
DATE:
October 13, 1999
PROJECT NO: 9909463
PROJECT: FOUNTAIN HILLS
PRIOR LAKE, MINNESOTA
COPIES TO:
1-Pioneer Engineering-Nick Polta
1-Enebak Construction-Nathan Adams
1-City of Prior Lake-Susan McDermott
TEST NUMBER:
DENSITY TESTS OF COMPACTED FILL
77 78 79
DATE TAKEN:
10-6-99 10-6-99 10-6-99
Sandy lean clay Sandy lean clay Sandy lean clay
with a little with a little with a little
gravel, brown, gravel, brown, gravel, brown,
(CL)-3 (CL)-3 (CL)-3
Block 1, Lot 2, Block 1, Lot 2, Block 1, Lot 1,
120'5 & 160W 250'S & 100W 100'5 & 110W
of NE property of NE property of NE property
corner corner corner
861 862 873
6" 6" 6"
UNIFIED SOILCLASSIFICATION:
(Moisture-Density Sample Number)
LOCATION:
ELEVATION OF TEST: (feet)
DEPTH BELOW EXISTING GRADE:
FIELD DENSITY DETERMINATION:
Method Nuclear Density Direct Transmission, ASTM:D2922-91 (-#4 Basis)
Dry Density (pcf) 116 116
Moisture Content (%) 9.8 11.1
Plus #4 Material (%) 10 12
LABORATORY COMPACTION CHARACTERISTICS OF SOIL:
114.5
12.1
8
Method ASTM:D698-91, Procedure "A", (-#4 Basis)
Maximum Dry Density (pcf) 113.1 113.1
Optimum Moisture (%) 16.1 16.1
COMPACTION TEST RESULTS:
113.1
16.1
Compaction
Specified Compaction
(%)
(%)
102.5
95
102.5
95
101
95
REMARKS:
80
10-6-99
Sandy lean clay
with a little
gravel, brown,
(CL)-3
Block 1, Lot 1,
140'S & 80W of
NE property
corner
873
6"
115
12.5
8
113.1
16.1
101.5
95
Density tests are valid at the location and elevation of the test only. No representation
is made as 0 the adequacy of fill and compaction at locations and elevations other
t tho ested. ese tests were perfonned by M. LemkelTwin City Testing.
REVIEWED BY:
Proj ct Manager
F:\BMC\99CME\9909463\d77 -SO.doc
~TOA~@
Twin (,n.y Testing Corporation
PROJECT:
Ms. Kelly Murray
Wensmann Homes
RHS Building, 1895 Plaza Drive, Suite 200
Eagan, MN 55122
FOUNTAIN HILLS
PRIOR LAKE, MINNESOTA
662 Cromwell Avenue, St. Paul, MN 55114-1776
(651) 645-3601, Fax (651) 659-7348
DATE: October 13, 1999
TO:
PROJECT NO: 9909463
COPIES TO: 1-Pioneer Engineering-Nick Polta
1-Enebak Construction-Nathan Adams
1-City of Prior Lake-Susan McDermott
TEST NUMBER:
DENSITY TESTS OF COMPACTED FILL
81 82
DATE TAKEN:
UNIFIED SOILCLASSIFICA TION:
(Moisture-Density Sample Number)
ELEVATION OF TEST: (feet)
DEPTH BELOW EXISTING GRADE:
FIELD DENSITY DETERMINATION:
10-7-99 10-7-99
Sandy lean clay Sandy lean clay
with a little with a little
gravel, brown, gravel, brown,
(CL)-3 (CL)-3
Block 1, Lot 2, Block 1, Lot 2,
120'S & 70W of 260'S & 85W of
NE property NE property
corner comer
863 863
6" 6"
LOCATION:
Method Nuclear Density Direct Transmission, ASTM:D2922-91 (-#4 Basis)
Dry Density (pet) 115 113
Moisture Content (%) 12.1 14.0
Plus #4 Material (%) 8 8
LABORATORY COMPACTION CHARACTERISTICS OF SOIL:
Method ASTM:D698-91, Procedure "A", (-#4 Basis)
Maximum Dry Density (pet) 113.1 113.1
Optimum Moisture (%) 16.1 16.1
COMPACTION TEST RESULTS:
Compaction
Specified Compaction
(%)
(%)
101.5
95
100
95
REMARKS:
Density tests are valid at the location and elevation of the test only. No representation
is made as t the adequacy of fill and compaction at locations and elevations other
th~ hos t ted. The tests were performed by M. LemkefTwin City Testing.
proj Ma ager
F :\BMC\99C ME\9909463\d81-82.doc
REVIEWED BY:
STOR~@
Twin City Testing Corporation
TO:
Ms. Kelly Murray
Wensmann Homes
RHS Building, 1895 Plaza Drive, Suite 200
Eagan, MN 55122
662 Cromwell Avenue, St. Paul, MN 55114-1776
(651) 645-3601, Fax (651) 659-7348
DATE: October 13, 1999
PROJECT NO: 9909463
PROJECT:
FOUNTAIN HILLS
PRIOR LAKE, MINNESOTA
COPIES TO: 1-Pioneer Engineering-Nick Polta
1-Enebak Construction-Nathan Adams
1-City of Prior Lake-Susan McDermott
TEST NUMBER:
DENSITY TESTS OF COMPACTED FILL
83 84 85
86
DATE TAKEN:
UNIFIED SOILCLASSIFICA TION:
(Moisture-Density Sample Number)
10-8-99 10-8-99 10-8-99
Sandy lean clay Sandy lean clay Sandy lean clay
with a little with a little with a little
gravel, brown, gravel, brown, gravel, brown,
(CL)-3 (CL)-3 (CL)-3
1 0-8-99
Sandy lean clay
with a little
gravel, brown,
(CL)-3
LOCATION: Future lot, 120'5 Future lot, 150'5 Fountain Hills Fountain Hills
& 20'W of & 25'E of Drive, Sta 7+00, Drive, 5ta 8+50,
culdesac, culdesac, Water main Water main,
Fountain Hills Fountain Hills trench trench
Court Court
ELEVATION OF TEST: (feet) 871 869
BELOW SUBGRADE: 3' 3'
DEPTH BELOW EXISTING GRADE: l' l' l' l'
FIELD DENSITY DETERMINATION:
Method Nuclear Density Direct Transmission, ASTM:D2922-91 (-#4 Basis)
Dry Density (pet) 112.5 113
Moisture Content (%) 13.1 12.6
Plus #4 Material (%) 8 8
LABORATORY COMPACTION CHARACTERISTICS OF SOIL:
114
11.9
8
112
12.7
8
Method A5TM:D698-91, Procedure "A", (-#4 Basis)
Maximum Dry Density (pet) 113.1 113.1
Optimum Moisture (%) 16.1 16.1
COMPACTION TEST RESULTS:
113.1
16.1
113.1
16.1
Compaction
Specified Compaction
(%)
(%)
99.5
95
100
95
100.5
95
99
95
REMARKS:
Density tests are valid at the location and elevation of the test only. No representation
is made a to the adequacy of fill and compaction at locations and elevations other
th tho tested. ese tests were performed by M. LemkelTwin City Testing.
REVIEWED BY:
STOR~@
Twin (;rey Testing Corporation
662 Cromwell Avenue, St. Paul, MN 55114-1776
(651) 645-3601, Fax (651) 659-7348
TO:
Ms. Kelly Murray
Wensmann Homes
RHS Building, 1895 Plaza Drive, Suite 200
Eagan, MN 55122
DATE:
November 4, 1999
PROJECT NO: 9909463
PROJECT: FOUNTAIN HILLS
PRIOR LAKE, MINNESOTA
COPIES TO:
1-Pioneer Engineering-Nick Polta
1-Enebak Construction-Nathan Adams
1-City of Prior Lake-Susan McDermott
TEST NUMBER:
DENSITY TESTS OF COMPACTED FILL
87 88 89
DATE TAKEN:
11-4-99
11-4-99
UNIFIED SOILCLASSIFICA TION:
(Moisture-Density Sample Number)
Crushed
limestone
(Proctor #5)
Crushed
limestone
(Proctor #5)
LOCATION:
Fountain Hills
Drive, Sta 1+75,
1 O'S of
centerline
Fountain Hills
Drive, Sta 3+00,
centerline
DEPTH BELOW BASE GRADE:
DEPTH BELOW EXISTING GRADE:
FIELD DENSITY DETERMINATION:
At base grade
At base grade
Method Nuclear Density Direct Transmission, ASTM:D2922-91 (Overall Basis)
Dry Density (pcf) 123 122.5
Moisture Content (%) 7.0 8.1
Plus #4 Material (%) 65 65
LABORATORY COMPACTION CHARACTERISTICS OF SOIL:
Method ASTM:D698-91, Procedure "C", (-3/4" Basis)
Maximum Dry Density (pet) 120.6 120.6
Optimum Moisture (%) 8.8 8.8
COMPACTION TEST RESULTS:
Compaction
Specified Compaction
(%)
(%)
102
100
101.5
100
90
11-4-99
11-4-99
Crushed
limestone
(Proctor #5)
Crushed
limestone
(Proctor #5)
Fountain Hills
Court, Sta 1 +25,
5'W of centerline
Fountain Hills
Court, Sta 4+10,
centerline
At base grade
At base grade
123
7.0
65
121.5
7.4
65
120.6
8.8
120.6
8.8
102
100
100.5
100
REMARKS: Density tests are valid at the location and elevation of the test only. No representation is made as to the
adequacy of fill and compaction at locations and elevations other than those tested. The test locations and
number of tests were lected by Twin City Testing. These tests were performed by J. Hanson of Twin City
Testing.
REVIEWED BY:
Proj ct Manager
F:\BMC\99CME\9909463\D87 -90.doc
STOA~@
Twin ~llY Testing Corporation
662 Cromwell Avenue, St. Paul, MN 55114-1776
(651) 645-3601, Fax (651) 659-7348
TO:
Ms. Kelly Murray
Wensmann Homes
RHS Building, 1895 Plaza Drive, Suite 200
Eagan, MN 55122
DATE:
November 4, 1999
PROJECT NO: 9909463
PROJECT: FOUNTAIN HILLS
PRIOR LAKE, MINNESOTA
COPIES TO:
'1-Pioneer Engineering-Nick Polta
1-Enebak Construction-Nathan Adams
1-City of Prior Lake-Susan McDermott
TEST NUMBER:
DENSITY TESTS OF COMPACTED FILL
91 92
DATE TAKEN:
11-4-99
11-4-99
UNIFIED sOILCLAsSIFICA TION:
(Moisture-Density Sample Number)
Crushed
limestone
(Proctor #5)
Crushed
limestone
(Proctor #5)
LOCATION:
Fountain Hills
Drive, Sta 5+00,
10'N of
centerline
Fountain Hills
Drive, Sta 7+50,
5'5 of centertine
DEPTH BELOW BASE GRADE:
DEPTH BELOW EXISTING GRADE:
FIELD DENSITY DETERMINATION:
At base grade
At base grade
Method Nuclear Density Direct Transmission, ASTM:D2922-91 (Overall Basis)
Dry Density (pet) 121.5 123
Moisture Content (%) 6.5 6.4
Plus #4 Material (%) 65 65
LABORATORY COMPACTION CHARACTERISTICS OF SOIL:
Method ASTM:D698-91, Procedure "C", (-3/4" Basis)
Maximum Dry Density (pet) 120.6 120.6
Optimum Moisture (%) 8.8 8.8
COMPACTION TEST RESULTS:
Compaction
Specified Compaction
(%)
(%)
100.5
100
102
100
REMARKS: Density tests are valid at the location and elevation of the test only. No representation is made as to the
adequacy of fill and compaction at locations and elevations other than those tested. The test locations and
~~~~~ Of~^sts wr(S~win City Testing. These tests were performed by J. Hanson of Twin City
REVIEWED BY: rJ\ _~ ~
Proj ct M~ ager .....
F:\BMC\99CME\9909463\D91-92.doc
STO A I..,
Twin City lesting Corporation
PROJECT:
Ms. Kelly Murray
Wensmann Homes
RHS Building, 1895 Plaza Drive, Suite 200
Eagan, MN 55122
FOUNTAIN HILLS
PRIOR LAKE, MINNESOTA
662 Cromwell Avenue, St. Paul, MN 55114-1776
(651) 645-3601, Fax: (651) 659-7348
DATE: September 2, 1999
TO:
PROJECT NO:
9909463
SAMPLE NO:
1
MAXIMUM DENSITY:
ASTM: D698-91, Procedure A
Sandy lean clay, brown, (CL)
112.1
OPTIMUM MOISTURE:
15.8
METHOD OF TEST:
TYPE MATERIAL:
110
-- -
" """
" ,
~
.J
, -....
, "-
, "-
r
,
1-' "
"
"
l~
"
I~
"
r
II
115
114
113
....
u
a-
t-
'en
c
~
C
~ 112
c
111
109
13
14
15 16
Moisture Content, %
17
18
Information Llnd SldlHlllents In 1I1lS rl-!port dIe de lived horn rn,llelldl Illlorrndtloll ,.\Ildlll spt'C:IIII:,1l10PS Iwnlslled tlY IIII-! c1it'nl ,1Ild I-!xchldt' ,lilY expreSSI-!C! or Implied warranties as to
the htness ot the 1ll,llpll,ll le'il.!d III ,1Il,llyzl'd lor dny p,lfllClIldl pllfpOSt' III liSP fillS rl-!J'olIIS HIt' I:clltlllenll,ll propprty of 011I c11t'1l1 ,1Ild II1.lY not Ill-! IISI-!rllor dc1vt!rtlslng purposes
This report StldllllOI Ill-! reprodllcI'd I'XC:l'pllll 11111 WIHHlI.1 Wllttl'1l ,IPP'OV,ll of HIlS 1.111<11,111\1'1 Tilt' "'colltlnq t)f Idl:;P IICIIIl<lIlS ,)I 11.1I1<11IIelll sl,ll"Illl'llls nr I'nllll's on Ihls document
may be plllllStlPtl ,"i d ,..Ion 'I III"It'1 F.!dt'I,11 ';1.11111.", 1I1<:llIdll"l Ft-d"'dll ,IW f,llt- I~ C11,11'1.'II"
. STOAI~
Twin City resting Corporation
PROJECT:
Ms. Kelly Murray
Wensmann Homes
RHs Building, 1895 Plaza Drive, Suite 200
Eagan, MN 55122
FOUNTAIN HILLS
PRIOR LAKE, MINNESOTA
662 Cromwell Avenue. St. Paul, MN 55114-1776
(651) 645-3601. Fax: (651) 659-7348
DATE: September 2, 1999
TO:
PROJECT NO:
9909463
SAMPLE NO:
2
METHOD OF TEST:
ASTM: D698-91, Procedure A
Sandy lean clay, brown, (CL)
112.8
OPTIMUM MOISTURE:
15.0
TYPE MATERIAL:
MAXIMUM DENSITY:
110
... ....
~
~ I'.
,. "'"
..J '"
" "I
, '"
.", "
\.
,
~ \.
/
,
,
\
\
\
\.
\.
\
,
\
115
114
113
....
u
~
>;
...
'C;;
C
GJ
C
~ 112
c
111
109
13
14
15 16
Moisture Content, %
17
18
Inlormalion and stdtf!fT1f!l1tS III 1t1lS IPPOrt .11P <lPrlVf!d trofT1 rllatprI,ll Il1tlJlrllatlOI1 .1I11tor "P"ICltlt:.llIOr'S trJflllSllP<l by Itl" r:l1f!111 ,m<l PXl~llId" ,lilY expIPsse<l <)r Impliect warranties as to
the fitness ot It1f~ In,lIPrlalteste<l <)1 ,1I1dlyzed fllr ,my 1',1111(:111,11 plllpOSf! or lIse fillS mp'lIt IS It,P ,:,',,,I,,Jpl111.\1 pfllp"'ly III <lIJf <:Irt'l1t ,111<1 fT1ay l10t hp tlspd tor arJvertlslng purposes
This report ,;hdlll1ot h., (t~pf()dll<:pd .,xc"pl III hili Wltt"",t Wllttp" ,1ppIOV.ll ,,11111S l.ltJO!;1I11Iv fI,P ,,,,~o.dll1q .11 1.1Is., t,,:IIIIOllS III tr.lI"hllt'111 st,llprlltH11,; or p"trles on Ihls document
may tltl ptllll:;ll.'d ,,:; ,I fpl,,"v 11I,,1t'1 ft'd"'.11 ';I.rllil.", 1I1<:llIdll1'1 [.'d.'!;111 .IW fill" IH ell,lpl.,!,:
STORI~
Twin City resting Corporation
PROJECT:
Ms. Kelly Murray
Wensmann Homes
RHs Building, 1895 Plaza Drive, Suite 200
Eagan, MN 55122
FOUNTAIN HILLS
PRIOR LAKE, MINNESOTA
662 Cromwell Avenue, St. Paul, MN 55114-1776
(651) 645-3601, Fax: (651) 659-7348
DATE: September 14, 1999
TO:
PROJECT NO:
9909463
SAMPLE NO:
3
MAXIMUM DENSITY:
ASTM: D698-91, Procedure A
Sandy lean clay, brown, (CL)
113.1
OPTIMUM MOISTURE:
16.1
METHOD OF TEST:
TYPE MATERIAL:
111
.....- -....
.,
I.... ~
~ ........
'"
~ '"
~ ""
, :'-
\.
/
/ ""i
./ "
"
~
1\
"
\.
,
I\.
-.,
,
~
1'\
\
116
115
114
'0
a.
i-
'C;;
c
Q)
C
~ 113
c
112
110
14
15
16 17
Moisture Content, %
18
19
Information .m<J :itaternel1ls Ifl this report ,IIA dAJlved frol11 nklterkll. II1torl11atlon ,md.or spAclllc,ltlllflS fUrrllshpl! by fhf! cllf'l1t ,11111 exclude ,my exprAsse<J or Implied warranties as to
Ihe fitness 01 thA l11,ltpfl.lI lestAd or ,lIl.lIYled tor ,lilY p.lrllcul;u pili pose or USf' fhls IAlll...1 IS Itlt> ,:0111,,1el1tl.ll properly of Olll cllt-!I1t Jrld 111.1Y Ilot be used for advertiSing purposes
ThiS reporl ,>11.111 Ilot be IAproducAd excppt Ifl It,ll. wlltlollr WJlttAIl ,1PPIOV.ll of IhlS 1.1lltll,HoIY rtlA r"COf(l'rlq of l.llsA ItctlllOlIS or fraudulent st,Hernents ()I Antllf'S on thiS document
may be punlstll'd .";ol IAIol1Y IIrl<tpl F.'d!'!.11 St.ltlltl''' II1<'II11hnq f"deloll L,IW flth> tH. Ch.lplt>1 -I;
STO R 1....,0
Twin City Testing Corporation
PROJECT:
Ms. Kelly Murray
Wensmann Homes
RHS Building, 1895 Plaza Drive, Suite 200
Eagan, MN 55122
FOUNTAIN HILLS
PRIOR LAKE, MINNESOTA
662 Cromwell Avenue, St. Paul, MN 55114-1776
(651) 645-3601, Fax: (651) 659-7348
DATE: October 27,1999
TO:
PROJECT NO:
9909463
SAMPLE NO:
5
METHOD OF TEST:
TYPE MATERIAL:
ASTM: D698-91. Procedure C
Crushed limestone
MAXIMUM DENSITY (pet): 120.6
123
OPTIMUM MOISTURE (%): 8.8
118
.... ....
l..o- .....
~
l"I
, r-....
"
~ '\.
, "
~
\.
~ ,
.., ,
J
,
1/
\
J \
1\
l
122
121
....
u
a.
~
en
c
QJ
Q
~ 120
Q
119
117
6
7
8 9
Moisture Content, %
10
11
Information and statements In thiS report are denved from matenal, Information and/or specIfications furnished by the chent and exclude any expressed or Imphed warranties as to
the fitness of the matenal tested or analyzed for any particular purpose or use ThiS report IS the confidential property at our client and may not be used for advertising purposes.
ThiS report shall not be reproduced except.n full, Without wntten approval of thiS laboratory The recording of false. fictitiOus or fraudulent statements or entnes on thiS document
may be punished as a felony under Federal Statutes Including Federal Law Title 18, Chapter .17
STOR~@
Twin City 'Testing Corporation
TO:
Ms. Kelly Murray
Wensmann Homes
RHS Building
1895 Plaza Drive, Suite 200
Eagan, MN 55122
PROJECT:
FOUNTAIN HILLS
PRIOR LAKE, MINNESOTA
SAMPLE NUMBER:
DATE RECEIVED:
SAMPLE IDENTIFICATION:
LOCATION SAMPLED:
UNIFIED SOIL CLASSIFICATION:
MECHANICAL ANALYSIS:
Passing 4"
1-1/2"
3/4"
3/8"
#4
#10
#40
#100
#200
DATE:
662 Cromwell Avenue, St. Paul, MN 55114-1776
(651) 645-3601, Fax: (651) 659-7348
October 21, 1999
PROJECT NO:
9909463
COPIES TO:
1-Pioneer Engineering-Nick Polta
1-Enebak Construction-Nathan Adams
1-City of Prior Lake-Susan McDermott
TESTS OF SOIL
1
10-15-99
Proposed select granular
Fountain Hills Drive,
Sta 0+15
Silty Sand with gravel,
mostly fine grained,
brown (SM)
100
91
87
83
76
70
49
23
13
REMARKS: These tests were performed by H. Peterson on 10-15-99. Sample #1 fails to
meet MnD t pecification for select granular material.
REVIEWED BY:
Information and statements in this report are derived from material. information and/or specifications fumished by the client and exclude any expressed or implied warranties as to
the fitness of the material tested or analyzed for any particular purpose or use, This report is the confidential property of our client and may not be used for advertising purposes,
This report shall not be reproduced except In full. without written approval of this laboratory. The recording of false. fictitious or fraudulent statements or entries on thiS document
may be punished as a felony under Federal Statutes including Federal Law Title 18. Chapter 47
STO R 1Ji@
Twin City Testing Corporation
TO:
Ms. Kelly Murray
Wensmann Homes
RHS Building
1895 Plaza Drive, Suite 200
Eagan, MN 55122
PROJECT:
FOUNTAIN HILLS
PRIOR LAKE, MINNESOTA
SAMPLE NUMBER:
DATE RECEIVED:
SAMPLE IDENTIFICATION:
LOCATION SAMPLED:
UNIFIED SOIL CLASSIFICATION:
MECHANICAL ANALYSIS:
Passing
4"
3"
1-1/2"
3/4"
3/8"
DATE:
662 Cromwell Avenue, St. Paul, MN 55114-1776
(651) 645-3601, Fax: (651) 659-7348
October 21, 1999
PROJECT NO:
9909463
COPIES TO:
1-Pioneer Engineering-Nick Polta
1-Enebak Construction-Nathan Adams
1-City of Prior Lake-Susan McDermott
TESTS OF SOIL
2
10-18-99
Proposed select granular fill
Fountain Hills Court,
Sta 3+00
Sand with silt and gravel,
medium to fine grained.
brown (SP-SM)
100
84
80
78
73
#4 68
#10 62
#40 32
#100 15
#200 7.2
REMARKS: These test were performed by M. Molitor on 10-18-99.
REVIEWED BY:
Information and statements in this report are derived from material. information and/or specifications furnished by the client and exclude any expressed or implied warranties as to
the fitness of the material tested or analyzed for any particular purpose or use. This report IS the confidential property of our client and may not be used for advertising purposes.
This report shall not be reproduced except in full, without written approval of this laboratory. The recording of false, fictitious or fraudulent statements or entries on this document
may be pUnished as a felony under Federal Statutes including Federal Law Title 18. Chapter 47
STOR~@
Twin City festing Corporation
662 Cromwell Avenue, St. Paul, MN 55114-1776
(651) 645-3601, Fax: (651) 659-7348
TO:
Ms. Kelly Murray
Wensmann Homes
RHS Building
1895 Plaza Drive, Suite 200
Eagan, MN 55122
PROJECT NO: 9909463
DATE: October 21, 1999
PROJECT:
FOUNTAIN HILLS
PRIOR LAKE, MINNESOTA
COPIES TO: 1-Pioneer Engineering-Nick Polta
1-Enebak Construction-Nathan
Adams
1-City of Prior Lake-Susan
McDermott
SAMPLE NUMBER:
DATE RECEIVED:
SAMPLE IDENTIFICATION:
LOCATION SAMPLED:
TESTS OF SOIL
3
10-18-99
Select Granular Fill
Fountain Hills Drive,
Sta 2+00
Sand, mostly medium
grained, brown (SP)
UNIFIED SOIL CLASSIFICATION:
MECHANICAL ANALYSIS:
Passing
3"
100
100
100
100
1-1/2"
3/4"
3/8"
#4 97
#10 87
#40 17
#100 4.4
#200 1
REMARKS: These tests we e performed by M. Molitor on 10-18-99.
REVIEWED BY:
4
10-18-99
Select Granular Fill
Fountain Hills Drive,
Sta 6+25
Sand with silt and gravel,
mostly medium grained,
brown (SP-SM)
100
87
85
80
74
66
30
12
5.6
Information and statements in this report are derived from material. information and/or specifications furnished by the client and exclude any expressed or implied warranties as to
the fitness of the material tested or analyzed for any particular purpose or use. This report is the confidential property of our client and may not be used for advertising purposes.
ThiS report shall not be reproduced except in full. without written approval of this laboratory The recording of false. fictitious or fraudulent statements or entries on this document
may be pUnished as a felony under Federal Statutes including Federal Law Title 18. Chapter 47
STOR~@
Twin City Testing Corporation
TO:
Ms. Kelly Murray
Wensmann Homes
RHS Building, 1895 Plaza Drive
Suite 200
Eagan, MN 55122
PROJECT: FOUNTAIN HILLS
PRIOR LAKE, MINNESOTA
662 Cromwell Avenue, St. Paul, MN 55114-1776
(651) 645-3601, Fax: (651) 659-7348
DATE: October 27,1999
PROJECT NO: 9909463
GENERAL:
TEST OF BASE AGGREGATE
On October 25, 1999, two samples of base aggregate were obtained at the jobsite by J.
Hanson with Stork Twin City Testing Corporation.
The scope of our laboratory work was limited to determining the mechanical analysis of the
base aggregate. We conducted the tests on October 26, 1999, in conformance with the
indicated procedures. The samples are in compliance with the aggregate gradation
requirements of MN/DOT Specification 3138 for Class 5 Base Aggregate.
SAMPLE NUMBER:
TYPE OF AGGREGATE:
5
Crushed
limestone
Fountain Hills
Court, Sta 4+50,
on centerline
LOCATION SAMPLED:
6
Crushed
limestone
Fountain Hills
Drive, Sta 5+00,
10'S of centerline
TEST PROCEDURE:
ASTM: C136, C117, C131
1988 MN/DOT
SPECIFICATION 3138
Class 5
MECHANICAL ANALYSIS:
Passing 1"
3/4"
1/2"
3/8"
#4
#10
#40
#100
#200
1000/0 1000/0 1000/0
94 92 90-100
74 70
60 57 50-90
35 35 35-80
20 25 20-65
13 17 10-35
10 12
7.6 7.8 3-10
\
REVIEWED BY:
F:\BMC\99CME\9909 1G-28.doc
Information and statements in this report are derived from material. information and/or specifications furnished by the client and exclude any expressed or implied warranties as to
the fitness of the matenaltested or analyzed for any particular purpose or use. This report is the confidential property of our client and may not be used for advertiSing purposes.
This report shall not be reproduced except in full, without written approval of this laboratory. The recording of false. fictitious or fraudulent statements or entries on this document
may be punished as a felony under Federal Statutes including Federal Law Title 18, Chapter 47
STO RI~")
Twin City festing Corporation
TO:
Ms. Kelly Murray
Wensmann Homes
RHS Building, 1895 Plaza Drive
Suite 200
Eagan, MN 55122
662 Cromwell Avenue, St. Paul, MN 55114-1776
(651) 645-3601, Fax: (651) 659-7348
DATE: October 28, 1999
PROJECT NO: 9909463
PROJECT:
FOUNTAIN HILLS
PRIOR LAKE, MINNESOTA
TESTS OF PLASTIC CONCRETE
TEST PROCEDURES:
AsTM:C172 - Sampling Freshly Mixed Concrete; ASTM:C143 - Slump of Portland Cement Concrete;
ASTM:C231 - Air Content of Freshly Mixed Concrete by the Pressure Method (Air Meter Number 5376);
ASTM:C31 - Making and Curing Concrete Test Specimens in the Field; .
FIELD DATA:
Date of Test:
Mix Designation:
Concrete Supplier:
Location of Placement:
Method of Placement:
Total Yards Observed:
Weather:
Field Technician:
1 0-25-99
3A22
Camas
Curb and Gutter, Fountain Hills Court Sta 3+75, East side; Fountain Hills
Court Sta 4+75, West side
Curb Machine
20
Sunny, 500
J. Hanson
The following tests were Derformed at the truck, exce:>t as noted:
Time of Truck Slump Air Content Concrete Cylinders Water Plasticizer Conments
Tests Number (in.) (%) Temp. (oF) Cast Added (gat) Added (gat)
11 :OOam 160 1% 4.9 62 1A-C
11 :35am 139 2 5.5 68 2A-C
Project Specs. Min. 4.5-7.5 55-90
Max. 2
The concrete test cylinders were temporarily stored at the project and then submitted to our
laboratory for moist curing and compression testing. Compression test res will be
reported separately as they become available.
G:\99CME\9909463\PlASTICS\ 10-25
Informallon and statements In thiS report are denved from matenal. Information and/or speclficallons furnished by the client and exclude any expressed or Implied warranlies as to
the fitness of the matenaltested or analyzed for any particular purpose or use. ThiS report IS the confidential property of our chent and may not be used for advertising purposes.
ThiS report shall not be reproduced except In full. Without wntten approval of thiS laboratory The recording of false. ficlilious or fraudulent statements or entnes on thiS document
may be punished as a felony under Federal Statutes Including Federal Law Title 1 B. Chapter .l7
STORI~(~)
Twin City Testing Corporation
662 Cromwell Avenue, St. Paul, MN 55114-1776
(651) 645-3601, Fax: (651) 659-7348
Ms. Kelly Murray
Wensmann Homes
RHS Building, 1895 Plaza Drive
Suite 200
Eagan, MN 55122
TO:
DATE: November 23, 1999
PROJECT NO: 9909463
PROJECT: FOUNTAIN HILLS
PRIOR LAKE, MINNESOTA
COMPRESSION TESTS OF CONCRETE CYLINDERS
FIELD DATA:
Job Identification:
Date Cast:
Age to be Tested, days:
Slump, in. (ASTM:C143):
Air Content, % (ASTM:C231):
Location of Placement:
Specified strength, psi:
Mix Designation:
Concrete Furnished By:
Cylinders Cast By:
TEST PROCEDURES:
TEST RESULTS:
Laboratory Number.
Diameter, in:
Height, in:
Area, sq. in:
Date Received:
Days on Job & Enroute:
Days Lab Cured (ASTM:C192):
Date of Test:
Time of Test:
Type of Fracture:
Load at Failure, lb.:
Compressive Strength, psi:
REMARKS:
1A 1B 1C
10-25-99 10-25-99 10-25-99
7 28 Hold
1% 1% 1%
4.9 4.9 4.9
Curb and Gutter, Fountain Hills Court Sta 3+75, East side
3900
3A22
Camas
J. Hanson"
ASTM:C39 - Compression Test; AsTM:C1231 - Capping
009520-A
6.00
12.00
28.27
10-28-99
3
4
11-1-99
8:10am
Shear
136030
4810
009520-8
6.00
12.00
28.27
10-28-99
3
25
11-22-99
9:17am
Shear
187580
6630
009520-C
6.00
12.00
28.27
10-28-99
3
Hold
The 28-day compression test results meet the specified strength.
J I I r ~ .c~ p .~ l
I~chlegel -
Supervisor
G:\99CME\9909463\D09520
Inlormallon and statements In this report are denved lrom matenal. Inlormation and/or speclllcalions lumished by the client and exclude any expressed or implied warranties as to
the IItness 01 the matenal tested or analyzed lor any particular purpose or use. This report IS the conlldential property 01 our client and may not be used lor advertising purposes
This report shall not be reproduced except In full. Without wntten approval 01 this laboratory The recording ollalse. ficlltlous or fraudulent statements or entries on this document
may bf! punished as a felony under Federal Statutes Including Federal Law Title 18. Chapter H
STOAI~')
Twin City resting Corporation
662 Cromwell Avenue, St. Paul, MN 55114-1776
(651) 645-3601, Fax: (651) 659-7348
TO:
Ms. Kelly Murray
Wensmann Homes
RHS Building, 1895 Plaza Drive
Suite 200
Eagan, MN 55122
PROJECT: FOUNTAIN HILLS
PRIOR LAKE, MINNESOTA
DATE: November 23, 1999
PROJECT NO: 9909463
COMPRESSION TESTS OF CONCRETE CYLINDERS
FIELD DATA:
Job Identification:
Date Cast:
Age to be Tested, days:
Slump, in. (ASTM:C143):
Air Content, % (ASTM:C231):
Location of Placement:
Specified Strength, psi:
Mix Designation:
Concrete Furnished By:
Cylinders Cast By:
TEST PROCEDURES:
TEST RESULTS:
Laboratory Number:
Diameter, in:
Height, in:
Area, sq. in:
Date Received:
Days on Job & Enroute:
Days Lab Cured (ASTM:C192):
Date of Test:
Time of Test:
Type of Fracture:
Load at Failure, lb.:
Compressive Strength, psi:
2A 2B 2C
10-25-99 10-25-99 10-25-99
7 28 Hold
222
5.5 5.5 5.5
Curb and Gutter, Fountain Hills Court sta 4+75, West side
3900
3A22
Camas
J. Hanson
ASTM:C39 - Compression Test; ASTM:C1231 - Capping
009521-A
6.00
12.00
28.27
10-28-99
3
4
11-1-99
8:10am
Shear
132340
4680
009521-B
6.00
12.00
28.27
10-28-99
3
25
11-22-99
9:25am
Shear
178130
6300
009521-C
6.00
12.00
28.27
1 0-28-99
3
Hold
REMARKS:
The 28-day compression test results meet the specified strength.
~~~ ~.S/
Supervisor
G:\99CME\9909463\O09521
Informaflon and sfatements In lhls report are derived from material. Information and/or speCifications furnished by the clienl and exclude any expressed or implied warranties as 10
the fllness of lhe malerlallesled or analyzed for any particular purpose or use This report IS the confidential property of our client and may not be used lor advertising purposes
This report shall not be reproduced except In full. Without wntten approval of this laboratory The recording of false. fictitiOUS or fraudulent statements or entnes on this document
may be punished as a felony under Federal Statutes Includulq Federal Law Title 18. Chapter .l7
STORK@
Twin City resting Corporation
662 Cromwell Avenue, St. Paul, MN 55114-1776
(651) 645-3601, Fax: (651) 659-7348
TO: Ms. Kelly Murray
Wensmann Homes
RHS Building
1895 Plaza Drive, Suite 200
Eagan, MN 55122
PROJECT: FOUNTAIN HILLS
PRIOR LAKE, MINNESOTA
DATE: November 15,1999
PROJECT NO: 9909463
COpy TO: 1-Pioneer Engineering
1-Enebak Construdion
1-City of Prior Lake
REPORT OF ASPHALTIC CONCRETE MIXTURE TESTING
SAMPLE NUMBER: 1
DATE SAMPLED: 11-10-99
DATE TESTED: 11-11-99
LOCATION TAKEN: Fountain Hills Court,
Sta 4+50
Test Procedures:
ASPHALT CONTENT (%l:
ASTM: C136, ASTM: C117, ASTM: 02172
5.6
Mechanical Analvsis:
Passing 3/4"
1/2"
3/8"
#4
#10
#40
#80
#200
1000/0
93
84
68
54
21
7.0
4.5
2331B BASE
SPECIFICATIONS
1000/0
40 - 85
2-8
REMARKS: Sample #1 meets project gradation specifications for 2331B Base mixture. The
sample was consumed during testing or discarded at the conclusion of testing.
By:
G:\SHARE
Information and statements In this report are derived from material, information and/or specifications fumished by the client and exclude any expressed or implied warranties as to
the fitness of the matenal tested or analyzed for any particular purpose or use. This report IS the confidential property of our client and may not be used for advertising purposes.
ThiS report shall not be reproduced except in full, without wntten approval of this laboratory. The recording of false, fictitious or fraudulent statements or entries on this document
may be punished as a felony under Federal Statutes including Federal Law Title 18, Chapter 47
Geotechnical Exploration Program
Prior Hills Business Park
County Road 42 and Pike Lake Trail
Prior Lake, Minnesota
Maxim Project No. 9754408
Prepared for:
Wensmann Homes, Inc.
3312 151st Street West
Rosemount, MN
January 26, 1998
MAXIM
TECHNOLOGIES INC
January 26, 1998
Ms. Kelly Murray
Wensmann Homes, Inc.
3312 151st Street West
Rosemount, MN
RE: Geotechnical Exploration Program
Prior Hills Business' Park
County Road 42 and Pike Lake Trail
Prior Lake, Minnesota
Maxim Project No. 9754408
We have completed the subsurface exploration and geotechnical engineering review for the above
referenced project. This report presents the results of our field and laboratory testing programs,
and provides recommendations concerning the soil and groundwater conditions as they relate to
the proposed construction.
The soil samples will be retained in our laboratory for 30 days, at which time we will dispose of
them. If you desire us to retain the samples longer than 30 days, please notify us.
Weare pleased to be of service to you in this important phase of the project. If there are any
questions regarding the information contained in this report or if we can be of further service to
you, please contact us at your convenience.
Respectfully,
st~
Steven J. Olson, P. E.
Senior Geotechnical Engineer
cc: 1- Ryan Engineering
GEO\SJO\9754408r
662 Cromwell Avenue. St. Paul, MN 55114-1776. 612-645-3601 · Fax: 612-659-7348
Austin Research Engineers · Chen-Northern · Empire Soils Investigations
Kansas City Testing · Southwestern Laboratories · Twin City Testing
An Affirmative Action 0 Equal Opportunity Employer
TABLE OF CONTENTS
PAGE
1.0 INTRODUCTION ............................................ 1
1.1 Project Description . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . 1
1.2 Scope of Geotechnical Services .................................. 1
2.0 TESTING PROCEDURES . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . 2
2.1 Field Testing . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . 2
2.2 Laboratory Review .......................................... 2
3.0 FffiLD TESTING RESULTS ...... . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . 3
3.1 Site Conditions . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . 3
3.2 Subsurface Conditions ........................................ 3
3. 3 Water Levels . .'. . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . 3
4.0 REVIEW AND RECOMl\tlENDATIONS ..... . . . . . . . . . . . . . . . . . . . . . . . . 4
4.1 Project Data . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . 4
4.2 Site Preparation ............................................ 4
4.3 Foundations . . . . . . . . . . . '.' . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . 5
4.4 Floor Slabs ............................................... 6
4. 5 Underground Utilities ........................................ 6
5.0 CONSTRUCTION CONSIDERATIONS ............................. 7
5.1 Excavation Safety . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . 7
5.2 Quality Control. . . . . . . . . . . . . . . . . . . '. . . . . . . . . . . . . . . . . . . . . . . . . 7
5.3 Winter Construction ......................................... 7
5.4 Soil Sensitivity . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . 7
6.0 REl\'IARKS . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . 8
APPENDIX A
Boring Location Plan
Boring logs
Symbols and Terminology on Test Boring Log
Field Exploration Procedures
APPENDIX B
Laboratory Test Results
APPENDIX C
Construction Observations and Testing
Precautions for Excavating and Refilling During Cold Weather
APPENDIX D
Interpreting a Geotechnical Engineering Report
MAXIM
1.0 INTRODUCTION
We have completed the geotechnical exploration for the Prior Hills Business Park in Prior Lake,
Minnesota. Maxim Technologies, Inc. (Maxim) was retained by you to perform this exploration.
This report presents the results of the field exploration, laboratory review and our geotechnical
review and recommendations.
1.1 PrQject Description
The proposed project will be development of the property for office and industrial buildings. The
preliminary plans are for seven lots on the property, as shown on the drawing in Appendix A.
The site is located southwest of County Road 42 and Pike Lake Trail in Prior Lake, Minnesota.
1.2 Scope of Geotechnical Services
The scope of our preliminary services for this project is limited to the following:
1. Explore the subsurface soil and groundwater conditions by performing seven soil borings
each to at least a depth of 21 feet.
2. Perform laboratory tests on selected soil samples to aid in soil classification.
3. Prepare an engineering report which will include the soil boring logs and our preliminary
recommendations for:
a. Grading procedures for the building.
b. Foundation types and depths, allowable soil bearing pressures with estimates of
foundation settlement.
c. Support for floor slabs.
The services are for preliminary design. Additional borings should be performed when the
building types and locations are known at each lot of the development.
Our services performed for this project were primarily for geotechnical purposes only, and not
for documenting the potential presence or extent of any environmental contaminants at the site.
MAXIM
Maxim Project No. 9754408
Page 2
2.0 TESTING PROCEDURES
2.1 Field Testin2
The Standard Penetration Test (SPT) borings were made on November 26, 1997. A boring was
performed in each lot for preliminary planning purposes. The boring locations were selected by
Maxim and are shown on the drawing included in Appendix A. The locations were selected to
be within each of the planned lots.
The ground surface elevations shown on the boring logs were referenced to the temporary
benchmark established by Ryan Engineering, Inc. The surface elevations are shown on the
respective boring logs.
The soil borings were performed with a rotary type drill rig mounted on a truck using continuous
hollow stem augers to advance the boreholes. Representative soil samples were obtained using
split-barrel sampling procedures in general conformance with the ASTM Standards noted on the
Field Exploration Procedures sheet inclu'ded in Appendix A.
Water level observations were made in the boreholes during and upon completion of the drilling
and sampling operations. During the field operations, the drill crew maintained logs of the
subsurface conditions including changes in stratigraphy and the measured groundwater levels.
The soil data and the groundwater levels are shown on the boring logs in the same appendix.
After completion of the drilling operations, the boreholes were backfllled with auger cuttings and
bentonite chips to the existing ground surface.
2.2 Laboratory Review
The soil samples obtained during the drilling operations were logged, labeled, sealed and
delivered to our laboratory for further observations. The soil samples were classified in general
conformance with ASTM standards.
MAXIM
Maxim Project No. 9754408
Page 3
3.0 FIELD TESTING RESULTS
3.1 Site Conditions
The site has areas of both trees and open land. There are also a few small wetlands throughout
the property. The topography is generally rolling hills. The surface elevations range from 838
feet at the northwest comer to 906 feet at the south center of the property, based on the
topographic map provided by Ryan Engineering, Inc. The surface elevations at the boring
locations ranged from 838.5 to 887.3 feet at borings B-1 and B-4 , respectively.
3.2 Subsurface Conditions
The subsurface conditions at the test boring locations are shown on the test boring logs. The
boring logs also indicate the possible geologic origin of the materials encountered. We wish to
point out that the conditions at other times and locations on the site may differ from those found
at our test locations. If different conditions are encountered during construction, it is necessary
that you contact us so that our recommendations can be reviewed.
The subsurface conditions, based on the boring logs, suggest primarily natural clayey glacial till
throughout the site. At some locations there is uncontrolled flil, organic topsoil and or very soft
clayey soils at the surface. The fill/topsoil depth ranges from 0.5 feet to 5.5 feet at boring B-6
and B-2, respectively. The native clay till are very soft to fIrm in consistency, based on the
penetration resistances (N values).
3.3 \Vater Levels
Groundwater was noticed in boring B-1 during and at the completion of the drilling operations.
The water was measured at 4.5 feet below the surface during the exploration and at 14.6 feet at
the completion of the boring. The water is most likely perched on less permeable soils, especially
at 4.5 feet. Water was not noticed at the other boring locations. Groundwater levels may
fluctuate seasonally and annually, depending on many factors.
MAXIM
Maxim Project No. 9754408
Page 4
4.0 REVIEW AND RECOMl\1ENDATIONS
The engineering recommendations made in this report are based on our understanding of the
project as described in the following paragraphs. The recommendations are valid for a specific
set of project conditions. If the characteristics of the project change from those indicated in this
report, it is necessary that we be notified so we may determine whether the new conditions affect
our recommendations.
4.1 PrQject Data
The project is for site development of the property to include commercial office and industrial
buildings. Typically, these buildings will be high, I-story, slab-on-grade structures . We estimate
these buildings will have column loads on the order of 100 kips and wall loads of about 5 kips per
lineal foot. Floor slab loads may be on the order of 250 pounds per square foot.
Building size and locations have not been determined. Additional borings should be performed
when building plans have been determiried.
4.2 Site Preparation
Site preparation should consist of removing the surface fill, topsoil, and very soft clays. The
underlying stiffer native clays should be suitable for building footing support.
Lateral oversizing should be provided where the excavation bottom extends below the footings.
The lateral oversizing is for distribution of foundation loads through the fill. We recommend the
oversizing be a distance at least equal to the depth of fill below the foundations (i. e. I V: IH ratio).
Engineered fill should be placed were needed to attain fmal grades. The fill should preferably
consist of sands having less than 20 percent passing the #200 sieve. The inorganic soils on-site
may be suitable for this fill provided the following compaction and moisture levels are attained.
The fill should be compacted to a minimum density of 95 percent of the maximum density
determined by the Standard Proctor Test. Fill placed in the upper 3 feet of the parking areas
should be compacted to even higher levels. We recommend this fill be compacted to at least 100
percent of the Standard Proctor Test. In addition, the fill should be placed at a moisture content
within 3 percent of the optimum as determined by the Standard Proctor Test.
MAXIM
Maxim Project No. 97544\16
Page 5
Field personnel under supervision of the geotechnical engineer observe the excavations after
stripping, surface compaction, and prior to footing placement to document the exposed soil
conditions.
The fo Howing tabulation shows the approximate elevation of the competent native soils at the
respective boring locations:
Minimum
Boring Ground Surface Excavation Elevation of
Number Elevation (ft) Depth (ft) Native Soils (ft)
B-1 838.5 4.0 834.5
B-2 873.1 5.5 867.6
B-3 860.6 8.0 852.6
B-4 887.3 1.5 885.8
B-5 851.4 4.0 847.4
B-6 873.8 0.5 873.3
B-7 869.4 7.5 861.9
The above excavation depths are approximate, based on the exploration results. The depth of
excavation between and outside the borings may vary, and should be determined in the field at the
time of construction. The soil conditions in the excavation bottoms should be documented by the
geotechnical engineer or representative prior to fill and foundation placement.
The mass excavation should be performed with proper equipment so as not to disturb the soft
clays in the excavation bottoms, such as at boring B-3. If the soils become disturbed, additional
excavation may be required.
4.3 Foundations
After performance of the site preparation as recommended in section 4.2, it is our judgement that
the proposed building can be supported on conventional spread footings. The building footings
should bear on the native clay soils or on the compacted engineered fill. Footings may be
designed for a maximum net allowable soil bearing pressure of 1500 to 3000 pounds per square
MAXIM
Maxim Project No. 97544u8
Page 6
foot (pst), or more depending on the location and elevation of the footings. We recommend
additional boring be performed when specific building location and information is determined.
We can then provide specific foundation design recommendations.
All perimeter foundations in heated building space should be placed at a minimum depth of 42
inches below exterior grades for frost protection. Interior footings may be placed at any
convenient depth below the floor slab. In unheated areas where deeper frost penetration may
occur, we recommend that the foundations have a minimum soil cover of 60 inches for frost
protection.
4.4 Floor Slabs
Floor slabs may be placed directly on the inorganic native soils or compacted engineered fill.
Particular attention should be paid to properly compacting the fill against the foundations, walls
and in utility trenches beneath the floor slabs. The fill supporting the light to moderate floor slab
loads should be compacted to at least 95 percent of the standard proctor density. The floor slabs
may be designed to be structurally independent of the building foundations or walls.
The floor and subgrade should be constructed to minimize moisture transmission through the slab.
A minimum 4-inch thick free-draining granular layer should be placed in contact with the floor
slabs. This layer should consist of unifonnly-graded sand or gravel with less than 7 percent
passing the #200 sieve. In addition to facilitating fine grading for easier slab construction, the
granular layer provides a capillary break to minimize moisture transmission from the sub grade
to the floor slab. The native sands classified as SP or SP-SM may be suitable for this material.
A polyethylene vapor membrane can also provide added moisture protection beneath the floor
slabs from capillary rise. If a membrane is used, it should be placed beneath the layer of clean
granular soils. This is to minimize the potential for concrete slab curling.
4.5 Under~ound Utilities
The inorganic fill or native soils encountered in the borings appear to be suitable for the support
of typical buried utilities. If the soils in utility trenches become disturbed, they could lose shear
strength and bearing capacity. Therefore, if disturbed soils are present in the bottom of utility
trenches, some subcutting may be necessary. Fill placed as utility bedding should be either
MAXIM
Maxim Project No. 975440~
Page 7
crushed rock or a clean, well-graded granular soil.
All backfill in underground utility trenches in building or pavement areas should be placed and
compacted as recommended in Section 4.2 of this report.
5.0 CONSTRUCTION CONSIDERATIONS
5.1 Excavation Safety
All excavations should comply with the requirements of O.S.H.A. 29 CFR, Part 1926, Subpart
P, "Excavations and Trenches". This document states that excavation safety is the responsibility
of the contractor. Reference to these O.S.H.A. requirements should be included in the project
specifications .
5.2 Quality Control
The geotechnical engineer or engineering assistant should observe the exposed soils to document
the conditions prior to fill or footing placement. In addition, density test of the fill should be
preformed at 2 foot vertical intervals at each unit to document the compaction level of the fill.
5.3 Winter Construction
Since soils undergo moisture volume expansion upon freezing, we are enclosing in Appendix C
an information sheet enumerating the precautions which should be observed during winter
construction.
5.4 Soil Sensitivity
The silty and clayey soils are susceptible to disturbance from construction traffic, especially in
wet conditions. If the soils become disturbed, additional excavation may be required. Therefore,
proper excavation equipment should be used to minimize the potential for disturbance.
MAXIM
Maxim Project No. 97544lJo
Page 8
6.0 REMARKS
The reconunendations contained in this report represent our professional opinions. These opinions
were arrived at in accordance with currently accepted engineering practices at this time and
location. Other than this, no warranty is implied or intended.
Prepared by:
SL~
Steven J. Olson, P.E.
Senior Geotechnical Engineer
Reviewed bY:~~'Lr-
Ahsanur R. Siddique, P.E.
Geotechnical Engineer
I hereby cenify that this plan, specification, or report was prepared
by me or under my direct supervision that I am a duly Registered
Professional Enli . under the laws 0 Slate of Minnesota.
"
J
Registration No. 18696
Date Januarv 9 1998
MAXIM
APPENDIX A
BORING LOCATION PLAN
BORING LOGS
SYMBOLS AND TERMINOLOGY ON TEST BORING LOG
FIELD EXPLORATION PROCEDURES
MAXIM
J~
COUNTY
RO~
42
. fL
DING
II
838.S
Lor 1-
OFFIC,E
LOT ~
(;fFI~
BORING
12
873J
~
IORING
13
Lm- 4
OFFC,E
LQT I
INDUSTRIAL
mI
BORING
IS
~J.4
~
IOJUNG
'~87.3 LOT 2
I NDlJ5TRIAL
-I
-
c
~
J-
w
~
-c
..I.
,
,
,
Lor'\ I
INDUSTglAL
'. ~
\ BORING
\"
" 873.8
,
,
,
,
,
,
\
\
w
~
-
A-
I
Lor ~
INDlJ5 TR IALariNG
17
86 .
NORTH
EB
MAXIM
LOG OF TEST BORIN I
JOB NO. 9754408 VERT I CAL SCALE 1" = 3' BORING NO. B-1 I
PROJECT PRIOR HILLS BUSINESS PARK. PRIOR LAKE. MINNESOTA
I
DEPTH DESCRIPTION OF MATERIAL GEOLOGIC N SAMPLE LABORATORY TESTS I
IN ,--SURFACE ELEVATION 838.5 or Qu
FEET ORIGIN CR WL NO. TYPE W D LL PL or
ROO
FILL - mostly lean clay with sand, moist, dark ~>< Fill 11/2 1 SB
brown ~><
- ~><
!>)e><
~)(
- D)(<
~
D)(< 11/2 2 SB
DY<
- ~
4.0 >y<.,
~
LEAN CLAY with a little sand and gravel, moist to ~ Glacial SZ
wet, brown to brown and gray mottled, with lenses Till
- -
and laminations ofwaterbearing sand (CL) ~ 6 3 SB
-
- ~
~ 8 4 I SB \
-
- ~
- ~ - 5 SB
10
- ~
- ~
~
12 6 SB
- ~ -
~
- ~
~
15.0 ~ .....
SANDY LEAN CLA Y with a trace to a little gravel, ~ 12 7 SB
moist, gray (eL)
- ~
- ~ ~
~
- ~
- ~ I-
- ~ - SB
13 8
21.0 (%
End of Boring
- -
WATER LEVEL MEASUREMENTS START 11-26-97 COMPLETE 11-26-97
SAMPLED CASING CAVE-IN WATER METHOD Iii) 11 :55
DATE TIME DEPTH DEPTH DEPTH BAILED DEPTHS LEVEL 3 1/4" HSA to 19 112'.
1-26-9' · 1:25 6' 4.5' 5.2' 4.5'
1.26-9 · 1 :55 21' 19.5' - 14.6'
NORTH: EAST:
CREW CHIEF R. Mishler
MAXIM
LOG OF TEST BORING
JOB NO. 9754408 VERT I CAL SCALE 1" = 3' But<ING NO. B-2
PROJECT PRIOR IIILLS BUSINESS PARK. PRIOR LAKE. MINNESOTA
DEPTH DESCRIPTION OF MATERIAL GEOLOGIC N SAMPLE LABORATORY TESTS
IN ,--SURFACE ELEVATION 873.1 or Qu
FEET ORIGIN CR \lL NO. TYPE \I D LL PL ~o,rn
Fll..L .. mostly lean clay with sand, moist, dark Xx )( Fill 7 1 SB
brown Xx ><
~ )(
- Xx ><
Xx )(
~ )(
- ~ ><
~ )( 2 I
~ >< 3 SB
- ~ ><
><x ><:
><x x
- ~ ><:
~ x
~ ><:
5.5- ><x x - 6 3 SB
)( x
SANDY CLAY with a trace to a little gravel, moist ~ Glacial
- ~ Till -
to dry, brown (CL)
- ~
~ 8 4 SB
- ~ -
- ~
- - 5 I SB
11
- -
~
-
~
~ 12 6 SB
-
~
- ~
- ~ I- 7 SB
~ 10
- ~ -
-
- ~ -
~
- ~ - 19 8 SB
21.0 ~
End of Boring
-
\lATER LEVEL MEASUREMENTS START 11-26-97 CCJ4PLETE 11-26-97
SAMPLED CASING CAVE-IN WATER METHOD Ii) 3:15
DATE TIME DEPTH DEPTH DEPTH BAILED DEPTHS LEVEL 3 1/4" HSA to 19 1/2'.
1-26-~ 3:15 21' 19.5' - None
NORTH: EAST:
CRE\I CHIEF R. Mishler
MAXIM
LOG OF TEST BORIN\
JOB NO. 9754408 VERTICAL SCALE 1" = 3' BORING NO. B-3
PROJECT PRIOR HILLS BUSINESS PARK. PRIOR LAKE. MINNESOTA
DEPTH DESCRIPTION OF MATERIAL ~EOLOGIC N SAMPLE LABORATORY TESTS
IN ,--SURFACE ELEVATION 860.6 or Qu
FEET ORIGIN CR WL NO. TYPE W D LL PL ROa'"O
FILL - mostly lean clay with sand, moist, dark x;< Fill 5 1 SB
brown >)(<
- >)(< ~
>)(<
'X)(<
><
- >l'><
>l'><
>l'>< 4 2 SB
- >l'><
><"><
4.0 ><"><
)(
SANDY CLA Y with a trace to a little gravel, moist, ~ Glacial
brown and brown and gray mottled (CL) Till
- - 3 I
4 SB
- ~ -
- ~
~ 5 4 SB
- ~
- ~ ..
~
- ~ ..- 7 5 SB
- ~ ~
~
~
I 9 6 [ SB
- -
- -
- - 7 SB
~ 10
- ~
~
~
- ~ ~
- ~
- ~ - SB
10 8
21.0
End of Boring
-
WATER LEVEL MEASUREMENTS START 11-26-97 COMPLETE 11-26-97
SAMPLED CASING CAVE- IN WATER METHOD Ii 9:50
DATE TIME DEPTH DEPTH DEPTH BAILED DEPTHS LEVEL 3 1/4" HSA to 19 112'.
1-28-9' 9:50 21' 19.5' - None
NORTH: EAST:
CREW CHIEF R. Mishler
1
1
l\tIAXIM
LOG OF TEST BORINr
JOB NO. 9754408 VERTICAL SCALE 1" = 3' DQRING NO. B-4
PROJECT PRIOR HILLS BUSINESS PARK. PRIOR LAKE. MINNESOTA
DEPTH DESCRIPTION OF MATERIAL pEOLOGIC N SAMPLE LABORATORY TESTS
IN .--SURFACE ELEVATION 887.3 or Qu
FEET ORIGIN CR WL NO. TYPE W D LL PL D~n
LEAN CLAY, soft, dark brown (CL) ~ Topsoil 5 1 I SB
-
1.5
SILTY SAND, loose, brown and gray (SM) :LJ Coarse
-
2.5 ot o. 0 . Alluvium
SANDY LEAN CLAY, soft and hard, brown and ~ Glacial 6 2 SB
- brown mottled, with lenses and laminations of silty ~ Till
sand and sand (eL) ~
-
- ~ -
~ 11 3 SB
- ~
~
- ~ i-
~ 10 4 SB
-
~
- ~
- ~ I-
13 5 SB
. ~ I-
~
-
~ 14 6 I SB
- ~
- ~ -
- ~ - 7 sa
17
- -
- ~
~
- ~
. ~
~
- ~ l- S [ SB
22
21.0 ~
End of Boring
WATER LEVEL MEASUREMENTS START 11-26-97 COMPLETE 11-26-97
SAMPLED CASING CAVE-IN WATER METHOD Ii 12:35
DATE TIME DEPTH DEPTH DEPTH BAILED DEPTHS lEVEL Continuous saIDplill2 from 0 to 2'. 3 1/4" USA to
1-26-9' 12:35 21' 19.5' - None 19 1/2'.
NORTH: EAST:
CREW CHIEF T. White
MAXIM
LOG OF TEST BORINr
JOB NO. 9754408 VERT I CAL SCALE 1 II = 3' ouRING NO. B-S
PROJECT PRIOR HILLS BUSINESS PARK. PRIOR LAKE. MINNESOTA
DEPTH DESCRIPTION OF MATERIAL GEOLOGIC N SAMPLE LABORATORY TESTS
IN ~SURFACE ELEVATION 851.4 or Qu
FEET ORIGIN CR WL NO. TYPE W D LL PL or
Dan
ORGANIC LEAN CLAY, moist, dark brown (OL) . . . Topsoil 4 1 I SB
. . .
. . .
1.0 . . .
CLAYEY SAND with a trace of gravel, moist, ~ -.r Glacial
~:
brown (SC) ~ ~ Till -
- lY. if.
~ -.r 2 I
~ ~ 2 SB
- tiI.' ~ -
3.5 j i'
4.0 SILT, moist, brown and gray mottled (ML) I I Fme All.
SANDY LEAN CLAY with a trace to a little gravel, ~ Glacial
moist, brown and gray mottled to brown (CL) ~ Till ~
-
~ 8 3 SB
~
- ~
~ 14 4 SB
- ~
- ~
~
- ~ I-
28 S SB
- ~ ~
11.5 ~
CLA YEY SAND with a trace of gravel, moist, )/:
).;1 ~
brown (SC) ;l.~
)~ 20 6 SB
).;1
;l.~
)~
- ).v.
;l.rI
15.0 ~v.
.:; V. - I SB
SANDY LEAN CLAY with a little gravel, moist to ~ 16 7
_ dry, gray (CL) ~
- ~
-
~ I-
- ~ I-
~ S3 8 SB
21.0
End of Boring
-
WATER LEVEL MEASUREMENTS START 11-26-97 COMPLETE 11-26-97
SAMPLED CASING CAVE-IN WATER METHOD Ii 12:50
DATE TIME DEPTH DEPTH DEPTH BAILED DEPTHS LEVEL 3 114" HSA to 19 112'.
1-26-9' 12:50 21' 19.5' - None
NORTH: EAST:
CREW CHIEF R. Mishler
MAXIM
LOG OF TEST DORINe
JOB NO. 9754408 VERTICAL SCALE 1" = 3' But<ING NO. B-6
PROJECT PRIOR HILLS BUSINESS PARK. PRIOR LAKE. MINNESOTA
DEPTH DESCRIPTION OF MATERIAL pEOLOGIC N . SAMPLE LABORATORY TESTS
IN ~SURFACE ELEVATION 873.8 or Qu
FEET ORIGIN CR WL NO. TYPE W D LL PL R~
0.5 LEAN CLAY, very soft, dark brown (CL) /~ Topsoil 3 1 SB
_ SANDY LEAN CLAY, very soft to hard, brown ~ Glacial
and brown and dark brown, with a few laminations ~ Till
_ of sand and silty sand (CL) ~
~ 7 2 SB
-
- ~
~
- ~ I-
~ 10 3 SB
- ~ ~
- ~ ~
~ 10 4 SB
- I-
~
- ~ -
- ~ -
~ 21 5 SB
- ~
12.0 -
SANDY LEAN CLAY, hard, gray (CL) ~
~ 27 6 SB
- -
- ~ -
- ~ -
13 7 SB
- ~ -
- '-
~
- ~
- ~
~
- ~ - I SB
22 8
21.0 ~
End of Boring
-
WATER LEVEL MEASUREMENTS START 11-26-97 COMPLETE 11-26-97
SAMPLED CASING CAVE-IN \JATER METHOD 1 al 1:25
DATE TIME DEPTH DEPTH DEPTH BAILED DEPTHS lEVEL Continuous samoliD2 from 0 to 2'. 3 1/4" HSA to
1-26-9 · 1:25 21' 19.5' - None 19 112'.
NORTH: EAST:
CREW CHIEF T. White
MAXIM
LOG OF TEST BORIN
JOB NO. 9754408 VERT I CAL SCALE 1" = 3' BORING NO. B-'
PROJECT PRIOR HnLS BUSINESS PARK. PRIOR LAKE. MINNESOTA
DEPTH DESCRIPTION OF MATERIAL ~EOLOGIC N SAMPLE LABORATORY TESTS
IN y--SURFACE ELEVATION 869.4 or Qu
FEET ORIGIN CR WL NO. TYPE W D LL PL or
RQO
LEAN CLAY, very soft, black (may be fill) (CL) ~ Topsoil 4 1 SB I
- ~
~
- ~
~ 4 2 SB
~
~ ~
5.0 ~
SANDY LEAN CLAY, very soft to hard, brown ~ Glacial 3 3 SB
and brown mottled to gray (CL) ~ Till
- ~
~
- ~
7 4 I SB
-
-
-
- - 10 S SB
-
- ~ -
~ 13 6 SB
- ~
14.0 ~
SANDY LEAN CLAY, stiff, gray (CL) ~
- ~ ~ 13 7 ( SB
~
- ~
-
~
~
- ~
- ~ ~ 16
~ 8 SB
21.0
End of Boring
WATER LEVEL MEASUREMENTS START 11-26-97 COMPLETE 11-26-97
SAMPLED CASING CAVE- IN WATER METHOD IQ 2:10
DATE TIME DEPTH DEPTH DEPTH BAILED DEPTHS LEVEL Continuous sampliD2 from 0 to 2'. 3 1/4" HSA to
1-26-' r 2:10 21' 19.5' - None 19 1/2'.
NORTH: EAST:
CREY CHIEF T. White
lVlAXIM
S\'1T1bol
HSA
_FA
_HA
_DC
RC
PO
CS
OM
JW
sa
L
T
3TP
_TO
W
-B
P
-Q
X
N
CR
WL
1:
NMR
SYMBOLS AAD TERl\1INOLOGY ON TEST BORING LOG
Drilling and Sampling
Description
3-114" I.O. hollow stem auger
4",6" or 10" diameter flight auger
2".4" or 6" hand auger
2-1/2",4",5" or 6" steel drive casing
Size A. B or N rotary casing
Pipe drill or cleanout tube
Continuous split barrel sampling
Drilling mud
Jetting water
2" 0.0. split barrel sampling
2-1/2" or 3-ln" 0.0. SB liner sample
2" or 3" thin walled tube sample
3" thin walled tube using pitcher sampler
2" or 3" thin walled tube using Osterberg sampler
Wash sample
Bag sample
Test pit sample
BQ. NQ, or PQ wireline system
AX, BX,or NX double tube barrel
Scandard penetration test, blows per foot
Core recovery, percent
Water level
Water level
No measurement recorded. primarily due to presence of drilling
or coring rluid
SThIBOLS
Laboratory Testing
Symbol
Description
W Water content, % (ASTM** 02216)
o Dry density, pef
LL Liquid limit (ASTM 0 4318)
PL Plastic limit (ASTM 0 4318)
- Inserts in Last Colwnn (Qu or RQD) -
Qu Unconfined compressive strength, psi (ASTM 02166)
Pq Penetrometer reading, tsf (ASTM 0 1558)
Ts Torvane reading, rsf
G Specific gravity (ASTM 0 854)
SL Shrinkage limits (ASTM 0 427)
OC Organic content - Combustion method (ASTM 0 2974)
SP Swell pressure, rsf (ASTM 0 4546)
PS Percent swell under pressure (ASTM D 4546)
FS Free swell, % (ASTM D 4546)
SS Shrink swell, % (ASTM D 4546)
pH Hydrogen ion content - Meter Method (ASTM D 4972)
SC Sulfate content. parts/million or mgl1
CC Chloride content, parts/million or mg/l
C* One dimensional consolidation (ASTM D 2435)
Qc* Triaxial compression (ASTM D 2850 and 0 4767)
O.S. * Direct shear (ASTM D 3080)
K* Coefficient of permeability, cm/sec (ASTM 0 2434)
P* Pinhole test (ASTM 0 4647) -
DH* Double hydrometer (ASTM 0 4221)
~Lo\ * Particle size analysis (ASTM 0 422)
R Laboratory electrical resistivity, ohm-cm (ASTM G 57)
E. Pressuremeter deformation modulus. rsf (ASTM D 4719)
PM. Pressuremeter test (ASTM 0 4719)
VS. Field vane shear (ASTM 0 2573)
IR * Infiltrometer tcst (ASTM 0 3385)
RQD Rock quality designation, percent
· Resulrs shown on act:lcbed data sheet or graph
.. ASTM designates American Society for Testing and Materials
TER"IINOLOGY
Particle Sizes Soil Layering and ~loisture
Tvpe Size RanS!e Tenn Visual Observation
Boulders > 12" Lamination Up to 1/4" thick stratum
Cobbles 3. - 12" Varied Alternating laminations of any combination of clay,
Coarse gravel 3/""" - 3" silt. fin:: sand, or colors
Fine gravel #~ sieve - 3/4" Lenses Small pockets of different soils in a soil mass
Coarse sand #4 - #10 sieve Stracified Alternating layers of varying materials or colors
Medium sand #10 - #J,O sieve Layer 1/4" to 12" thick Stratum
Fine sand ;lJ,0 - #~oo sieve Dry Powdery, no noticeable water
Silt 100% passing #200 sieve and> 0.005 mm Moist Damp, below saruration
Clay 100% passing #200 sieve and < 0.005 mm Watcrbeanng Pervious soil below water
Wet Saturated. above liquid limit
Gravel Content Standard Penetration Resistance
Coarse-Grained Soils Fine-Grained Soils Cohesion less Soils Cohesive Soils
0/0 Gr3,.cl Description % Gravel Description ~ Relatiye Density ~ Consistenc,'
2 - 15 A little gravel < 5 Trace of gravel 0-4 Very loose 0-4 Very soft
16 - 49 \Vilh gravel 5 - 15 A litue gravel 5 - 10 Loose 5 - 8 Soft
16 - 30 With gravd II - 30 Medium dense 9 - 15 Firnl
3 1 - 49 Gr.welly J 1 - 50 Dense 16 - 30 Hard
> 50 Very dense > 30 Very Hard
I MAXIM I
FIELD EXPLORATION PROCEDURES
Soil S~mpline
Soil sampling was performed in accordance with ASTM:D1586-92. Using this procedure, a 2"
O.D. split barrel sampler is driven into the soil by a 140 lb weight falling 30". After an initial
set of 6", the number of blows required to drive the sampler an additional 12" is known as the
penetration resistance or N value. The N value is an index of the relative density of cohesionless
soils and the consistency of cohesive soils. Thin wall tube samples were obtained according to
ASTM:D1587-94 where indicated by appropriate symbol on the boring logs. Rock core samples,
if taken, were obtained by rotary drilling in accordance with ASTM:D2113-93. Power auger
borings, if performed, were done in general accordance with ASTM:D1452-90.
Soil CI~~~ifir~tinn
As the samples were obtained in the field, they were visually and manually classified by the crew
chief in accordance with ASTM:D2488-93: Representative portions of the samples were then
rettJrned to the laboratory for further examination and for verification of the field classification.
Logs of the borings indicating the depth and identification of the various strata, the N value, the
laboratory test data, water level information and pertinent information regarding the method of
maintaining and advancing the drill holes are attached. The descriptive terminology and symbols
used on the boring logs are also attached.
MAXIM
APPENDIX B
CONSTRUCTION OBSERVATIONS AND TESTING
PRECAUTIONS FOR EXCAVATING AND REFILLING DURING COLD WEATHER
MAXIM
CONSTRUCTION OBSERVATIONS Ai'ID TESTING
The recommendations made in this report have been made based on the subsurface conditions
found in the borings. It is possible that there are soil and water conditions on site that were not
represented by those borings. Consequently, on-site observation during construction is
considered integral to the successful implementation of the recommendations. We believe that
qualified field personnel need to be on site at the following times to observe the site conditions
and effectiveness of the construction.
We recommend that the completed excavation and prepared sub grade be observed and tested by
a soils engineer/technician prior to fill placement or construction of any foundation elements.
These observations would" be necessary to judge if all unsuitable materials have been removed
from within the planned construction area and that an appropriate degree of lateral oversize has
been provided for in those areas where f111 will be placed below the bottom of foundation grade.
We recommend a representative numb~r of field density tests be taken in all engineered fill
placed to aid in judging its suitability. We suggest that at least one density test be' performed
for at least every 2500 square feet of engineered fill placed for every 2' of fill depth. . Additional
tests should be taken w~ere confmed areas are compacted. Any proposed f111 material should
be submitted to the laboratory for tests to check compliance with our recommendations and
project specifications.
MAXIM
PRECAUfIONS FOR EXCAVATlNG A1'ID REFILLING DURING COLD \VEATHER
The winter season in this area presents specific problems for foundation construction. Soils
which are allowed to freeze undergo a moisture volume expansion, resulting in loss of density.
These frost-expanded soils will consolidate upon thawing, causing settlement of any structure
supported on them. To prevent this settlement, frost should not be allowed to penetration into
the soils below any proposed structure.
Ideally, winter excavation should be limited to areas small enough to be refIlled to grade higher
than footing grade on the same day. Typically, these areas should be filled to floor grade.
Trenching back down to unfrozen soils for foundation constrU~tion can then be performed just
prior to footing placement. The excavated trenches should be protected from freezing by means
of insulating or heating during foundation construction. Backfilling of the foundation trenches
should be performed immediately after the below-grade foundation construction is fmished. In
addition, any interior footings or footings designed without frost protection should be extended
below frost depth, unless adequate precautions are taken to prevent frost intrusion until the
building can be enclosed and heated.
In many cases, fmal grade cannot be attained in one day's time, even though small areas are
worked. In the event fmal grade cannot be attained in one day's time, frost can be expected to
develop overnight. The depth of frost penetration can be minimized by leaving a layer of loose
soil on top of the compacted material overnight. However, any frost which forms in this loose
layer, or snow which accumulates, should be completely removed from the flil area prior to
compaction and additional soil placement. Frozen soils, or soils containing frozen material or
snow should never be used as flil material.
After the structure has been enclosed, all floor slab areas should be subjected to ample periods
of heating to allow thawing of the soil system. Alternatively, the frozen soil can be completely
removed and be replaced with an engineered fill. The floor slab areas should be checked at
random and representative locations for remnant areas of frost, and density tests should be
performed to document fill compaction prior to slab placement.
Due to the potential problems associated with fill placement during cold weather, any filling
operations should be monitored by a full-time, on-site soils technician. Full-time monitoring
aids in detecting areas of frozen material, or potential problems with frozen material within the
fill, so that appropriate measures can be taken. The choice of fill material is particularly
important during cold weather, since clean granular fill materials can be placed and compacted
more efficiently than silty or clayey soils. In addition, greater magnitudes of heaving can be
expected with freezing of the more frost susceptible silts and clays.
If more specific frost information or cold weather data concerning other construction materials
is required, please contact us.
MAX/A1
APPENDIX C
INTERPRETING A GEOTECHNICAL ENGINEERING REPORT
MAXIM
AS the client of a consulting geotechnical engineer. you
should know that site subsurface conditions cause more
construction problems than any other factor. ASFElfhe
Association of Engineering Firms Practicing in the
Geosciences offers the following suggestions and
observations to help you manage your risks.
A GEOTECHNICAL ENGINEERING REPORT IS BASED
ON A UNIQUE SET OF PROJECT-SPECIFIC FACTORS
Your geotechnical engineering report is based on a
subsurface exploration plan designed to consider a
unique set o( project-specific (actors. These factors
typically indude: the general nature of the structure
involved. its size. and configuration: the location of the
structure on the site: other improvements. such as
access roads. parking lots. and underground utilities;
and the additional risk created by scope-of-service
limitations imposed by the client. To help avoid costly
problems. ask your geotechnical engineer to evaluate
how factors that change subsequent to the date of the
report may affect the report'S recommendations.
Unless your geotechnical engineer indicates otherwise.
do not use your geotechnical engineering report: .
· when the nature of the proposed structure is
changed. for example. if an office building will be
erected instead of a parking garage. or a refrigerated
warehouse will be built instead of an unrefrigerated
one:
when the size. elevation. or configuration of the
proposed structure is altered;
· when the localion or orientation of the proposed
structure is modified;
· when there is a change of ownership; or
· for application to an adjacent site.
Geotechnical engineers cannot accept responsibility for
problems that may occur if they are not consulted after
factors considered in their report"s development have
changed.
SUBSURFACE CONDITIONS CAN CHANGE
A geotechnical engineering report is based on condi-
tions that existed at the time of subsurface exploration.
Do not base construction decisions on a geotechnical
engineering report whose adequacy may have been
affected by time. Speak with your geotechnical consult-
ant to learn if additional tests are advisable before
construction starts. Note. too. that additional tests may
be required when subsurface conditions are affected by
construction operations at or adjacent to the site. or by
natural events such as floods. earthquakes. or ground
water fluctuations. Keep your geotechnical consultant
apprised of any such events.
.'
MOST GEOTECHNICAL FINDINGS ARE
PROFESSIONAL JUDGMENTS
Site exploration identifies actual subsurface conditions
only at those points where samples are taken. The data
were extrapolated by your geotechnical engineer who
then appli~d judgment to render an opinion about
overall subsurface conditions. The actual interface
between materials may be far more gradual or abrupt
than your report indicates. Actual conditions in areas
not sampled may differ from those predicted in your
report. While nothing can be done to prevent such
situations. you and your geotechnical engineer can work
together to help minimize their impact. Retaining your
geotechnical engineer to observe construction can be
particularly beneficial in this respect.
A REPORT'S RECOMMENDATIONS
CAN ONLY BE PRELIMINARY
The constrl,lction recommendations included in your
geotechnical engineer's report are preliminary. because
they must be based on the assumption that conditions
revealed through selective exploratory sampling are
indicative of actual conditions throughout a site.
Because actual subsurface conditions can be discerned
only during earthwork. you should retain your geo-
technical engineer to observe actual conditions and to
finalize recommendations. Only the geotechnical
engineer who prepared the report is fully familiar with
the background information needed to determine
whether or not the re~rt's recommendations are valid
and whether or not the contractor is abiding byappli-
cable recOr:1mendations. The geotechnical engineer who
developeC your report cannot assume responsibility or
liability fOf the adequacy of the report's recommenda-
tions if anc.ther party is retained to observe construction.
GEOTECH:\ICAL SERVICES ARE PERFORMED
FOR SPECIFIC PURPOSES AND PERSONS
Consulting geotechnical engineers prepare reports to
meet the specific needs of specific individuals. A report
prepared for a civil engineer may not be adequate for a
construction contractor or even another civil engineer.
Unless indicated other\vise. your geotechnical engineer
prepared your report expressly for you and expressly for
purposes you indicated. No one other than you should
apply this report for its intended purpose without first
conferring with the geotechnical engineer. No party
should apply this report for any purpose other than that
originally contemplated without first conferring with the
geotechnical engineer.
CEOENvmONMENTAL CONCERNS
ARE NOT AT ISSUE
Your geo[-e.:hnical eng'rleerin~ repOrl is nOll1kely to
relate any t!r.dings. conclusions. or recommendations
about the potential for hazardous materials existing at
the site. The equipment. techniques. and personnel
used to perform a geoenvironmental exploration differ
substantially from those applied in geotechnical
engineering. Contamination can create major risks. If
you have no information about the potential for your
site being contaminated. you are advised to speak with
your geotechnical consultant for information relating to
geoenvironmental issues.
A GEOTECHNICAL ENGINEERING REPORT IS
SUBJECT TO MISINTERPRETATION
Costly problems can occur when other design profes-
sionals develop their plans based on misinterpretations
of a geotechnical engineering report. To help avoid
misinterpretations. retain your geotechnical engineer to
work with other project design professionals who are
affected by the geotechnical report. Have your geotech-
nical engineer explain report implications to design
professionals affected by them. and then review those
design professionals' plans and specifications to see
how they have incorporated geotechnical factors.
Although certain other design professionals may be fam-
iliar with geotechnical concerns. none knows as much
about them as a competent geotechnical engineer.
BORING LOGS SHOULD NOT BE SEPARATED
FROM THE REPORT .
Geotechnical engineers develop final boring logs based
upon their interpretation of the field logs (assembled by
site personnel I and laboratory evaluation of field
samples. Geotechnical engineers customarily include
only final boring logs in their reports. Final boring logs
should not under any circumstances be redrawn for
inclusion in architectural or other design drawings.
because drafters may commit errors or omissions in the
transfer process. Although photographic reproduction
eliminates this problem. it does nothing to minimize the
possibility of contractors misinterpreting the logs during
bid preparation When this occurs. delays. disputes. and
unanticipated costs are the all-too-frequent result.
To minimize the likelihood of boring log misinterpreta-
tion. give contractors ready access to the complete
geotechnical engineering report prepared or authorized
for their use. (If access is provided only to the report
prepared for you. you should advise contractors of the
report's limitations. assuming that a contractor was not
one of the specific persons for whom the report was
prepared and that developing construction cost esti-
mates was not one of the specific purposes for which it
was prepared. In other words. while a contractor may
gain important knowledge from a report prepared for
another party. the contractor would be well-advised to
discuss the report with your geotechnical engineer and
to perform the additional or alternative work that the
contractor believes may be needed to obtain the data
specifically appropriate for construction cost estimating
purposes.) Some clients believe that it is unwise or
unnecessary to give contractors access to their geo-
technical engineering reports because they hold the
mistaken impression that simply disclaiming responsi-
bility for the accuracy of subsurface information always
insulates them from attendant liability. Providing the
best available information to contractors helps prevent
costly construction problems. It also helps reduce the
adversarial attitudes that can aggravate problems to
disproportionate scale.
READ RESPONSIBILITY CLAUSES CLOSELY
Because geotechnical engineering is based extenSively
on judgment and opinion. it is far less exact than other
design disciplines. This situation has resulted in wholly
unwarraoted claims being lodged against geotechnical
engineers. To help prevent this problem. geotechnical
engineers have developed a number of clauses for use in
their contracts. reports. and other documents. Responsi-
bility clauses are not exculpatory clauses designed to
transfer geotechnical engineers' liabilities to other
parties. Instead. they are definitive clauses that identify
where geotechnical engineers' responsibilities begin and
end. Their use helps all parties invol\'ed recognize their
individual responsibilities and take appropriate action.
Some of these definitive clauses are likely to appear in
your geotechnical engineering report. Read them
closely: Your geotechnical engineer will be pleased to
give full and frank answers to any questions.
RELY ON THE GEOTECHNICAL ENGINEER
FOR ADDITIONAL ASSISTANCE
Most ASFE-member consulting geotechnical engineer-
ing firms are familiar with a variety of techniques and
approaches that can be used to help reduce risks for all
parties to a construction project. from design through
construction. Speak with your geotechnical engineer not
only about geotechnical issues. but others as well. to
learn about approaches that may be of genuine benefit.
You may also wish to obtain certain ASFE publications.
Contact a member of ASFE of ASFE for a complimentary
directory of ASFE publications.
ASFE PROFESSIONAL
FIRMS PRACTICING
IN THE GEOSCIENCES
8811 COLESVILLE ROADISUITE GI06lSILVER SPRING. MD 20910
TELEPHONE: 301/565-2733 FACSIMILE: 301/589-201 i
Copyright I<N2 by ASFE. Inc Unless ASFE grants specific permission to do so. duplication of thiS document by cir: :7Ieans whats~.t: is expressly prohibited.
Re.uc;e of the wareing In thiS document. in whole or in part. also is expressly prohibited. and ma~' be done only with t:"e eApress perr.".:H'~n o( ASFE or (or purposes
o( review or scholarly research
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Memorandum
DATE: April 17, 2000
TO: Jane Kansier
FROM: Robert D. Hutchins
RE: Wensco, Inc. Office/Showroom
Following are the results of the preliminary plan review for the Wensco, Inc.
Office/Showroom. Our review was based on the Minnesota State Building Code (MSBC)
which adopted with amendments the 1997 Uniform Building Code (UBC) with handicap
regulations of the Minnesota Accessibility Code Chapter 1341 and with requirements of
the 1998 Minnesota State Fire Code (MSFC) which adopted with amendments the 1997
Uniform Fire Code (UFC). The comments are numbered as in the December 19, 1999
plan review letter. /" '/' /
~bmit signed architectural, struc~al, site, and utility plans.
v-' Il-~\::> /2. Submit mechanical, plumbing, fire alarm, and sprinkler plans. May be submitted at a
(;;> <.." )
later date.
QJsubmit a soils report.
(J. Provide the Illumination Budget Calculation Summary, MN Energy Code Part
7670.080.
@rhe proposed warehouses have no occupancy separation provisions to store or drive
motorized vehicles into any area. Provide a letter stating that "Motorized vehicles
other than electronically driven, will not be driven or stored in the building."
@ubmit Energy Envelope Calculations.
C)A S.A.C. determination must be completed by the Metropolitan Waste Control
Commission. Contact Jody Edwards at 651.602.1113.
@Ubmit the Structural Engineers requirements for Special Inspections UBC 1701.5. See
enclosed.
W' ,# ~. Separate tenant finish permits required for each tenant space.
b~ @I. At least one of the HDCP parking stalls must be a van HDCP parking stall. MSBC
1341.0403 Subpart E subitem 2.
IN v (c.--A'~ 5lbN ~~
. G~~2. Ventilation for the building must meet UBC Chapter 12. Provide 15 CFM of
l,A./<'--v"""- ventilation air per occupant.
~ Provide fire lanes for fire apparatus response. Signage to read :" No Parking Fire Lane
by order of Fire Department". Locate by Fire Hydrants and by Siamese connection.
UFC 1001.7.1.
~ 4. In-rack sprinklers, early suppression fast response sprinklers or an other approved
uJlLt'" / system that meets the National Fire Protection Association (NFPA) section 231c is
((J~ ~ ~ required for all storage areas where the top of the pile storage is over 12 feet above the
tJf(L( poor or grade.
iI Provide fire extinguishers minimum 2A10BC rated, within 75 feet travel distance of
all areas. UFC 1002.
@Provide exit signs at exit doors. UBC 1003.2.8.2.
~. Provide a racking and equipment layout.
U( g 8 Provide emergency lighting. At the time of rack installation, a final determination will
( l) I ~ , ,-(4\ be made as to the visibility of exit pathways.
\{\S~r-J /
~f'\( '10. Provide a recycling space. MSBC 1300.4700.
~u "- Automatic garage doors to comply with State of Minnesota Statutes. MSBC
1300.5900
J. Lighting Store: The second floor does not meet definition of a mezzanine. UBC 507.
~Lighting Store: Two exits from second floor office. UBC 1004.2.3.2. One of the exits
must exit into a corridor that provides direct access to an exit. UBC 1004.2.2
Exception 4.
The following are an additional comment:
~. Provide drinking fountains in each tenant unit. UBC Appendix Table 29-A
This is a preliminary review only. Other code items will be addressed when the final
plans are submitted. The building plans must be reviewed by the Cites Developmental
Review Committee (ORC) which consists of representatives of Planning, Engineering,
Parks, Finance, and Building Departments. The DRC must approve the plans before a
building permits can be issued.
2
-, --
MAY302Wl ,
Date Receiv:~l-----=~__~__~~ (Reviewed
PE~Em----)
Date:
Request:
Date:
Request:
Date:
Request:
Date:
Request:
Date:
Reply:
Date:
Reply:
Date:
Reply:
Date:
Reply:
Build ing/Plann ing/Eng ineeri ng
Permit Complete 0
PERMREQU.DOC
Permit# _
REPLY DATE
Accept 0
Decline 0
Accept 0
Decline 0
Accept D
Decline D
Accept 0
Decline 0
Permit Issued D
~/231(x)
CITY OF PRIOR LAKE
BUILDING INSPECTION DEPARTMENT
COMMERCIAL & MULTI-UNIT PLAN REVIEW CHECKLIST
W E.NS ~
Project Name:
Job Address:
~f\..t.f"A (^-'
I 'l ( l...'- ".:,
U (2.. .
I. CLASSIFICATION OF BUILDING:
A. Use of Building !'~/'Z4 (2) 400
1. Occupancy Group (Table 5-1) n f~ s- (
2. Occupancy Separations (Table 5-B) -e-
B. Type of Construction (Table 5-A) I - N
C. Location of Property
, 'I
Front {pO 4 Rear l&,O' ( L. Side &f:) i R. Side ~ 0 t
D. Floor Area
1. Actual? Z .~z-4-
2. Allowable (Table 5-C) \ 1-CX:::>o
3. Area Increase
a) Open Area (505) \'2. ~,< k.:):,=,r~ ~ 'L4~
b) Sprinkler (505.3) 2. ~OQ:?)( 'CD 10 -- 453 00 0
c) Multi-Story (506) l\.~ x'l.:. 9. (0 000
4. Mixed Occupancy Calculation = ~
E.
Height and Number of Stories
1.
'+
Height 15 -
Allowable (Table 5-D): Stories 1-, Height
Allowable Increase ~
f[
,
40
Actual: Stories
2.
3.
Memorandum
DATE: April 17, 2000
TO:
Jane Kansier
~\)\js
FROM:
Robert D. Hutchins
RE: Wensco, Inc. Office/Showroom
Following are the results of the preliminary plan review for the Wensco, Inc.
Office/Showroom. Our review was based on the Minnesota State Building Code (MSBC)
which adopted with amendments the 1997 Uniform Building Code (UBC) with handicap
regulations of the Minnesota Accessibility Code Chapter 1341 and with requirements of
the 1998 Minnesota State Fire Code (MSFC) which adopted with amendments the 1997
Uniform Fire Code (UFC). The comments are numbered as in the December 19, 1999
plan review letter. / /
1. Submit signed archi\lc~~ stte. and utility plans.
2. Su~ mechanical, plumbing, fire alarm, and sprinkler plans. May be submitted at a
later date.
~.(. (j Submit a soils report.
0.(. 6Jprovide the Illumination Budget Calculation Summary, MN Energy Code Part
7670.080.
~ .f. Q)rhe proposed warehouses have no occupancy separation provisions to store or drive
motorized vehicles into any area. Provide a letter stating that "Motorized vehicles
other than electronically driven, will not be driven or stored in the building."
~ .? ~ubmit Energy Envelope Calculations.
~.Q. (jJ A S.A.C. determination must be completed by the Metropolitan Waste Control
Commission. Contact lady Edwards at 651.602.1113.
{S.( . (j)Submit the Structural Engineers requirements for Special Inspections UBC 1701.5. See
enclosed.
'7 ~ ? G)eparate tenant finish permits required for each tenant space.
11 At least one of the HDCP parking stalls must be a van HDCP parking stall. MSBC
1341.0403 Subpart E subitem 2.
ol'f<>\J'Db S;\ o,vAc....6 ~N '-5.
(
,.
e.i..@?Ventilation for the building must meet UBC Chapter 12. Provide 15 CFM of
(Y' ~ ventilation air per occupant.
vi. Provide fire lanes for fire apparatus response. Signage to read:" No Parking Fire Lane
by order of Fire Department". Locate by Fire Hydrants and by Siamese connection.
UFC 1001.7.1.
It-; .2. ~-rack sprinklers, early suppression fast response sprinklers or an other approved
r (.J{t-,;CI'" system that meets the National Fire Protection Association (NFP A) section 231c is
\9('> required for all storage areas where the top of the pile storage is over 12 feet above the
floor or grade.
-Is. Provide fire extinguishers minimum 2AI0BC rated, within 75 feet travel distance of
all areas. UFC 1002.
(16) Provide exit signs at exit doors. UBC 1003.2.8.2.
\ _._._f
17. Provide a racking and equipment layout.
18. Provide emergency lighting. At the time of rack installation, a final determination will
jJe made as to the visibility of exit pathways.
\t6. Provide a recycling space. MSBC 1300.4700.
~omatic garage doors to comply with State of Minnesota Statutes. MSBC
1300.5900 Lo&>~6J. f-1f'I^l-
~. Lighting Store: The second floor does not meet definition of a mezzanine. UBC 507.
~ Lighting Store: Two exits from second floor office. UBC 1004.2.3.2. One of the exits
must exit into a corridor that provides direct access to an exit. UBC 1004.2.2
Exception 4.
The following are an additional comment:
~ 1. Provide drinking fountains in each tenant unit. UBC Appendix Table 29-A
This is a preliminary review only. Other code items will be addressed when the final
plans are submitted. The building plans must be reviewed by the Cites Developmental
Review Committee (DRC) which consists of representatives of Planning, Engineering,
Parks, Finance, and Building Departments. The DRC must approve the plans before a
building permits can be issued.
2
Memorandum
DATE: April 17, 2000
TO:
Jane Kansier
~\)\)s
FROM:
Robert D. Hutchins
RE: Wensco, Inc. Office/Showroom
Following are the results of the preliminary plan review for the Wensco, Inc.
Office/Showroom. Our review was based on the Minnesota State Building Code (MSBC)
which adopted with amendments the 1997 Uniform Building Code (UBC) with handicap
regulations of the Minnesota Accessibility Code Chapter 1341 and with requirements of
the 1998 Minnesota State Fire Code (MSFC) which adopted with amendments the 1997
Uniform Fire Code (UFC). The comments are numbered as in the December 19, 1999
plan review letter.
1. Submit signed architectural, structural, site, and utility plans.
2. Submit mechanical, plumbing, fire alarm, and sprinkler plans. May be submitted at a
later date.
3. Submit a soils report.
4. Provide the Illumination Budget Calculation Summary, MN Energy Code Part
7670.080.
5. The proposed warehouses have no occupancy separation provisions to store or drive
motorized vehicles into any area. Provide a letter stating that "Motorized vehicles
other than electronically driven, will not be driven or stored in the building."
6. Submit Energy Envelope Calculations.
7. A S.A.C. determination must be completed by the Metropolitan Waste Control
Commission. Contact Jody Edwards at 651.602.1113.
8. Submit the Structural Engineers requirements for Special Inspections UBC 1701.5. See
enclosed.
9. Separate tenant finish permits required for each tenant space.
11. At least one of the HDCP parking stalls must be a van HDCP parking stall. MSBC
1341.0403 Subpart E subitem 2.
12. Ventilation for the building must meet UBC Chapter 12. Provide 15 CFM of
ventilation air per occupant.
13. Provide fire lanes for fire apparatus response. Signage to read :" No Parking Fire Lane
by order of Fire Department". Locate by Fire Hydrants and by Siamese connection.
UFC 1001.7.1.
14. In-rack sprinklers, early suppression fast response sprinklers or an other approved
system that meets the National Fire Protection Association (NFP A) section 231c is
required for all storage areas where the top of the pile storage is over 12 feet above the
floor or grade.
15. Provide fire extinguishers minimum 2A10BC rated, within 75 feet travel distance of
all areas. UFC 1002.
16. Provide exit signs at exit doors. UBC 1003.2.8.2.
17. Provide a racking and equipment layout.
18. Provide emergency lighting. At the time of rack installation, a final determination will
be made as to the visibility of exit pathways.
20. Provide a recycling space. MSBC 1300.4700.
21. Automatic garage doors to comply with State of Minnesota Statutes. MSBC
1300.5900
23. Lighting Store: The second floor does not meet definition of a mezzanine. UBC 507.
24. Lighting Store: Two exits from second floor office. UBC 1004.2.3.2. One of the exits
must exit into a corridor that provides direct access to an exit. UBC 1004.2.2
Exception 4.
The following are an additional comment:
31. Provide drinking fountains in each tenant unit. UBC Appendix Table 29-A
This is a preliminary review only. Other code items will be addressed when the final
plans are submitted. The building plans must be reviewed by the Cites Developmental
Review Committee (DRC) which consists of representatives of Planning, Engineering,
Parks, Finance, and Building Departments. The DRC must approve the plans before a
building permits can be issued.
2
(f;! -' 4J') ,.
....')~.,
..~.
Memorandum
DATE: December 29,1999
TO: Jane Kansier
FROM:
Robert D. Hutchins
{W~
RE: Wensco, Inc. Office/Showroom
Following are the results of the preliminary plan review for the Wensco, Inc. Office/Showroom.
Our review was based on the Minnesota State Building Code (MSBC) which adopted with
amendments the 1997 Uniform Building Code (UBC) with handicap regulations of the
Minnesota Accessibility Code Chapter 1341 and with requirements of the 1998 Minnesota State
Fire Code (MSFC) which adopted with amendments the 1997 Uniform Fire Code (UFC).
1. Submit signed architectural, structural, site, and utility plans.
2. Submit mechanical, plumbing, fire alarm, and sprinkler plans. May be submitted at a
later date.
3. Submit a soils report.
4. Provide the Illumination Budget Calculation Summary, MN Energy Code Part
7670.080.
5. The proposed warehouses have no occupancy separation provisions to store or drive
motorized vehicles into any area. Provide a letter stating that "Motorized yehicles
other than electronically driven, will not be driven or stored in the building."
6. Submit Energy Envelope Calculations.
7. A S.A.C. determination must be completed by the Metropolitan Waste Control
Commission. Contact Jody Edwards at 651.602.1113.
8. Submit the Structural Engineers requirements for Special Inspections UBC 1701.5. See
enclosed.
9. Separate tenant fInish permits required for each tenant space.
,. Provide three HDCP onsite parking stalls that shall be located on the shortest possible
route to the entrance to the building. MSBC 1341.0403 and 1341.0428 Subpart 2.
11. At least one of the HDCP parking stalls must be a van HDCP parking stall. MSBC
1341.0403 Subpart E subitem 2.
f(n({)]
12. Ventilation for the building must meet UBC Chapter 12. Provide 15 CFM of
ventilation air per occupant.
13. Provide fire lanes for fire apparatus response . ead :" No Parking Fire Lane
by order of Fires D. ...._~:LO._. ocate. by FIfe Hydrants an oy:'~ian11 ection.
UFC 1001 7.1.- A-$~ i&'#\. ~ PIVS f S;,~~~, ~
pt4VNf r.O. ~ e. ,,6:;6- (;at:Jjl/N6"'Tlc:iI..
14. In-rack sprinklers, earlY-suppression fast response sprinklers or an other approved
system that meets the National Fire Protection Association (NFP A) section 231 c is
required for all storage areas where the top of the pile storage is over 12 feet above the
floor or grade.
15. Provide fire extinguishers minimum 2A10BC rated, within 75 feet travel distance of
all areas. UFC 1002.
16. Provide exit signs at exit doors. UBC 1003.2.8.2.
17. Provide a racking and equipment layout.
18. Provide emergency lighting. At the time of rack installation, a final determination will
be made as to the visibility of exit pathways.
~. Provide two parking spaces for commuter van. MSBC 1300.4100.
20. Provide a recycling space. MSBC 1300.4700.
21. Automatic garage doors to comply with State of Minnesota Statutes. MSBC
1300.5900
-6:-Lighting Store: East Exterior door to swing out. UBC 1003.3.3.1.5.
23. Lighting Store: The second floor does not meet definition of a mezz~anme. . . --_._~~
~. Lighting Store: Two exits from second floor office. UBC 1004.2.3.2- ~~ /~ ~~
ATS/J16>.6JfJtJf/<.C- . \
;J6. Lighting Store: Provide an elevator to second floor office. MSBC 134"t:-04Q5 Item E ___/
Exception 1 Subitem 4. t/#~30~#r5 -
~. Appliance Showroom: Male and Female lavatories required. UBC Table A-29-A.
JIf. Appliance Showroom: Swing West Exterior door out. UBC 1003.3.3.1.5.
~ Flooring Store: Change in floor elevation shall be by ramps. UBC 1003.2.6.
1'- Roof top equipment musrbe lS~~ sft:;: ~q 1300.4500.
J6. Dock Stairs require handrails. UBC 1003.3.3.6.
This is a preliminary review only. Other code items will be addressed when the final
plans are submitted. The building plans must be reviewed by the Cites Developmental
Review Committee (ORC) which consists of representatives of Planning, Engineering,
Parks, Finance, and Building Departments. The DRC must approve the plans before a
building permits can be issued.
r- r;~ S
2
CITY OF PRIOR LAKE
BUILDING INSPECTION DEPARTMENT
COMMERCIAL & MULTI-UNIT PLAN REVIEW CHECKLIST
Project Name: ~~ ~~~ l'z)z..,/Cf.&f
Job Address:f=OUf'-'rA(N HI u...-~ b.e, vE
I. CLASSIFICATION OF BUILDING:
A. Use of Building
1. Occupancy Group (Table 5-1) _rY\ ; S - ,
/
2.
Occupancy Separations (Table 5-B)
~
C.
Type of Construction (Table 5-A) ~ :II. - N
//
Location of Property If:- /' J>). .. I
Al i S I ~ vv
F~~nt t?O.f.. Rear 75 L. Side .. ~ R. Side
7~(
B.
D. Floor Area
1. Actual:32 (8S
2. Allowable (Table 5-C) ~
3. Area Increase
a) Open Area (505) fia;Jo .JC../~ e /~ax:;>
b) Sprinkler (505.3) I~ /<,:-:;5::= ~
c) Multi-Story(506) ~/<:2..::: y~
4. Mixed Occupancy Calculation = --I)--
E. Height and Number of Stories
1.
Actual: Stories e Height
2.
Allowable (Table 5-D): Stories
(
Height 40
3. Allowable Increase ~
CITY OF PRIOR LAKE
BUILDING INSPECTION DEPARTMENT
COMMERCIAL & MULTI-UNIT FIRE PLAN REVIEW CHECKLIST
Project Name: l)Jf:A.sSco ~\C-6-
Job Address:
F o...>~tA. I N
M l <....<-- S
DUL
\1-(~1~1
. Provide access roadway for fire apparatus in accordance with Section 902 of the Uniform
Fire Code (UFC). This includes the following:
(1
(v)
/
( tj'
(.f
(v{/
All-weather driving surface.
20 feet of unobstructed width.
13 feet 6 inches of vertical clearance.
Adequate turning radius capable of supporting fire apparatus.
The radius is:
45 feet for a sprinklered building.
60 feet for a non-sprinklered building.
Dead end access in excess of 150 feet long shall be provided with a
turnaround.
~ Access roadways shall be extended to within 150 feet of all portions of the exterior walls of
the first story of any building per UFC Section 902. Where access cannot be provided, an
approved fire protection system shall be provided.
~ An adequate and approved access for Fire Department equipment must be provided during
construction. If on site pavement is not provided when construction begins an approved
roadway surface must be installed with approved dimensions which will support fire vehicles
and equipment.
. Non-sprinklered Building: Fire hydrants are required per UFC Section 903. All portions of
the exterior of any non-sprinklered building must be within 150 feet of an approved fire
hydrant.
~prinklered Building: Buildings with a sprinkler system require one hydrant within 150
feet of the fire department connection and a hydrant(s) within 300 feet of all portions of the
exterior. The fire department connection shall be located on the front of the building. The
PIV must be located a minimum of the height of the building away.
FIREPL AN. DOC
~l hydrants shall be accessible to the fire department apparatus by roadways meeting above
requirements. Hydrants shall be located within 5 feet of the curb so that apparatus can pull
along side for the connection.
([) Provide fire lanes for fire apparatus response. Signage should read: "No Parking Fire Lane
by order of the Fire Department." Location and number to be determined.
@ Provide numbers of addresses in such a way to be plainly visible from the street or road
fronting the property per UFC Section 901. Numbers shall contrast with their background.
~ownhouse projects must have directional signs designating the numbering sequence of units
for each individual roadway.
(f) Provide approved key box to be installed in accessible location per UFC Section 902. This is
required when access to a structure is unduly difficult or where immediate access is necessary
for life safety or fire fighting purposes. Key boxes shall contain keys to gain necessary
access. Key boxes also recommended for building where entry may be delayed and to
prevent damage as result of forcible entry. Obtain order forms from the Building Inspection
Department.
r;t;) Fire extinguishers are required for this project per UFC Section 1002. Extinguishers are
l/ required to be a minimum 2AIOBC rated and located within 75 feet travel distance of all
areas. This distance decreases for more hazardous occupancies. Location and size to be
determined.
(9 Submit plans for required fire protection equipment to the Building Inspection Department
per UFC 1001. Requirements based on the 1997 Uniform Fire and Building code. Submit
two copies of detailed shop drawings before installation to receive approval and permit.
(One copy will be returned.) The contractor should submit installation permit application
with plans.
(0'; Automatic fire extinguishing systems (sprinklers).
(J) Sprinkler systems of more than 20 heads must be monitored by an
approved 24-hour station.
() Fire hydrant systems.
() Wet standpipe systems.
() Fire alarm systems.
() Cooking appliance and vent extinguishing systems.
() Fire pumps.
() Other extinguishing systems.
& Fire alarm plans must be submitted by State licensed electrician or low voltage contractor.
FIREPLAN.DOC
. Protection systems installed that are not required are subject to approval by the Fire
Department and must meet code requirements.
(5) Submit 8-1/2 x 11 inch site plan for development of emergency response plan.
~it plans for underground storage tank installation to the State Fire lVlarshal for approval.
Upon approval, submit approved plans to the Building Inspection Department which will
conduct the inspection and testing.
. Provide information or see instructions as indicated below for special hazards. Please supply
information, plans, specifications, as applicable.
() Places of assembly, UFC Article 25.
() Cellulose nitrate storage in excess of 25 lbs., UFC Article 27.
() Storage and handling of combustible fibers, UFC Article 28.
() Garages, repair, UFC Article 29.
() Dry cleaning operation, UFC Articles 36 and 79.
() Application of flammable finishes including dip tanks, spray booths, etc., UFC
Article 45.
() Welding and cutting operations, UFC Article 49.
() Refrigeration equipment using other than air or water and more than 20 lbs.,
UFC Article 63.
() Compresses gases, flammable, UFC Article 74.
() Compresses gases, non-flammable, UFC article 74.
() Cryogenic fluids, UFC Article 75.
() Explosives or blasting agents (storage or use), UFC Article 77.
() Flammable and combustible liquids, UFC Article 79.
() Hazardous chemicals, storing and handling of hazardous materials including
toxic chemicals, poisonous gas, hazardous waste as defined by DOT and EP
@ regulations, UFC Article 80.
l () . High piled combustible storage, UFC Article 81.
-- This includes requirements for fire sprinklers designed for proposed commodity
and storage arrangement, building access, access doors, smoke and heat removal,
curtain boards, and hose connections.
() Liquefied petroleum gases, UFC Article 82.
FIREPLAN.DOC
Memorandum
DATE: December 29, 1999
TO: Jane Kansier
FROM:
Robert D. Hutchins
{llJ~
RE: Wensco, Inc. Office/Showroom
Following are the results of the preliminary plan review for the Wensco, Inc. Office/Showroom.
Our review was based on the Minnesota State Building Code (MSBC) which adopted with
amendments the 1997 Uniform Building Code (UBC) with handicap regulations of the
Minnesota Accessibility Code Chapter 1341 and with requirements of the 1998 Minnesota State
Fire Code (MSFC) which adopted with amendments the 1997 Uniform Fire Code (UFC).
1. Submit signed architectural, structural, site, and utility plans.
2. Submit mechanical, plumbing, fire alarm, and sprinkler plans. May be submitted at a
later date.
3. Submit a soils report.
4. Provide the Illumination Budget Calculation Summary, MN Energy Code Part
7670.080.
5. The proposed warehouses have no occupancy separation provisions to store or drive
motorized vehicles into any area. Provide a letter stating that "Motorized vehicles
other than electronically driven, will not be driven or stored in the building."
6. Submit Energy Envelope Calculations.
7. A S.A.C. determination must be completed by the Metropolitan Waste Control
Commission. Contact Jody Edwards at 651.602.1113.
8. Submit the Structural Engineers requirements for Special Inspections UBC 1701.5. See
enclosed.
9. Separate tenant finish permits required for each tenant space.
10. Provide three HDCP onsite parking stalls that shall be located on the shortest possible
route to the entrance to the building. MSBC 1341.0403 and 1341.0428 Subpart 2.
11. At least one of the HDCP parking stalls must be a van HDCP parking stall. MSBC
1341.0403 Subpart E subitem 2.
12. Ventilation for the building must meet UBC Chapter 12. Provide 15 CFM of
ventilation air per occupant.
13. Provide fire lanes for fire apparatus response. Signage to read :" No Parking Fire Lane
by order of Fire Department". Locate by Fire Hydrants and by Siamese connection.
UFC 1001.7.1.
14. In-rack sprinklers, early suppression fast response sprinklers or an other approved
system that meets the National Fire Protection Association (NFP A) section 231c is
required for all storage areas where the top of the pile storage is over 12 feet above the
floor or grade.
15. Provide fire extinguishers minimum 2AI0BC rated, within 75 feet travel distance of
all areas. UFC 1002.
16. Provide exit signs at exit doors. UBC 1003.2.8.2.
17. Provide a racking and equipment layout.
18. Provide emergency lighting. At the time of rack installation, a final determination will
be made as to the visibility of exit pathways.
19. Provide two parking spaces for commuter van. MSBC 1300.4100.
20. Provide a recycling space. MSBC 1300.4700.
21. Automatic garage doors to comply with State of Minnesota Statutes. MSBC
1300.5900
22. Lighting Store: East Exterior door to swing out. UBC 1003.3.3.1.5.
23. Lighting Store: The second floor does not meet definition ofa mezzanine. UBC 507.
24. Lighting Store: Two exits from second floor office. UBC 1004.2.3 .2.
25. Lighting Store: Provide an elevator to second floor office. MSBC 1341.0405 Item E
Exception 1 Subitem 4.
26. Appliance Showroom: Male and Female lavatories required. UBC Table A-29-A.
27. Appliance Showroom: Swing West Exterior door out. UBC 1003.3.3.1.5.
28. Flooring Store: Change in floor elevation shall be by ramps. UBC 1003.2.6.
29. Rooftop equipment must be served by stairs. MSBC 1300.4500.
30. Dock Stairs require handrails. UBC 1003.3.3.6.
This is a preliminary review only. Other code items will be addressed when the final
plans are submitted. The building plans must be reviewed by the Cites Developmental
Review Committee (DRC) which consists of representatives of Planning, Engineering,
Parks, Finance, and Building Departments. The DRC must approve the plans before a
building permits can be issued.
2
CITY OF PRIOR LAKE
16200 EAGLE CREEK AVENUE S.E.
PRIOR LAKE, MN 55372
SPECIAL STRUCTURAL TESTING AND INSPECTION SCHEDULE
Project Name
Location
SPECIAL STRUCTURAL TESTING AND INSPECTION
Specification Description Type of Inspector (3) Report Frequency Assigned
Section Article Firm (4)
Notes: This schedule to be filled out and included in the project specification. Information unavailable at that time,
to be filled out when applying for a building permit.
(1) Use descriptions per UBC Section 1701, as adopted by Minnesota State Building Code.
(2) Special Inspector - Technical, Special Inspector - Strucural.
(3) Firm contracted to perform services.
ACKNOWLEDGMENTS
Each appropriate representative shall sign below:
Owner: Firm: Date:
Contractor: Firm: Date:
Architect: Firm: Date:
SER: Firm: Date:
SI-S: Firm: Date:
T A: Firm: Date:
SI-T: Firm: Date:
TA: Firm: Date:
SI-T: Firm: Date:
F: Firm: Date:
F: Firm: Date:
*The individual names of all prospective special inspectors and the work they intend to observe shall be
identified. (Use reverse side of form if necessary.)
Legend: SER = Structural Engineer of Record
SI- T = Special Inspector - Technical
SI-S = Special Inspector - Structural
TA = Testing Agency
F = Fabricator
Accepted for the Building Department by
Date
SSTI. DOC
CITY OF PRIOR LAKE
DRC PROJECT REVIEW CHECKLIST
PROJECT NAME: Wensco, Inc., Office/Showroom -
Fountain Hills Addition
An application for Site Plan approval of the office/showroom
builidng located in Fountain Hills Addition.
APPLICANT: Wensco, Inc.
1895 Plaza Drive, #200
Eagan, MN 55122
PROJECT ENGINEERS: Pioneer Engineering
Nick Polta
651-681-1914
CONTACT PERSON: Kelly Murray
651-406-4400
SITE INFORMATION
PID#:
LOCATION: Lot 1, Block 2, Fountain Hills
EXISTING ZONING: C-4
COMPREHENSIVE PLAN: c-cc
PROJECT REQUEST: Review site plan for necessary changes.
DISTRIBUTE TO: APPLICATION FOR:
X Frank Boyles Administrative Land Division
X Sue McDermott Comprehensive Plan Amend.
X Ralph Teschner Jeff Evens Conditional Use Permit
X Paul Hokeness Lani Leichty Home Occupation
X Bob Hutchins Verlyn Raaen Rezoning
X Don Rye X Doug Hartman X Site Plan
X Jane Kansier X Fire Chief Preliminary Plat
X Jenni Tovar X Bill O'Rourke PUD
DNR - Pat Lynch x Minnegasco Final Plat
County Hwy. Dept. X Watershed Dist. Variance
X MNDOT X Telephone Co. Vacation
SMDC X Electric Co.
X Mediacom Cable Met. Council
Date Received 1219/99 Date Distributed 12/17/99 Date Due 12128/99
Complete Application NA Date Distributed to, 12/17/99 DRC Meeting 1/30/99
Date ORe
Publication Date NA Tentative PC Date NA Tentative CC NA
Date
60 Day Review Date Review Extension
1:\99files\99sitepl\99-070\referral.doc
Page 1
I have reviewed the attached proposed request (Wensco Office/Showroom) for the
following:
Water City Code Grading
Sewer Storm Water Signs
Zoning Flood Plain County Road Access
Parks Natural Features Legal Issues
Assessment Electric Roads/Access
Policy ./
Septic System Gas v Building Code
Erosion Control Other
Recommendation:
Approval
/ Denial
Conditional Approval
:5~
~
I z-/zr 1;
Comments:
Signed:
Date:
Please return any comments by Tuesday. December 28. 1999, to
Jane Kansier, ORC Coordinator
City of Prior Lake
16000 Eagle Creek Avenue SE
Prior Lake, MN 55372
Phone: (612) 447-9812
Fax: (612) 447-4245 .
I :\99files\99sitepl\99-070\referral.doc
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DEVELOPMENT REVIEW COMMI~IATEE MEMO
TO:
FROM:
DATE:
RE:
DRC Members
Jane Kansier, Planning coordinato~~~
August 30, 1999 .~
Concept Plan for Development of Lot in Fountain Hills
Attached is a concept plan for the development of a warehouse/showroom
facility in the Fountain Hills development. Wensmann Homes has asked us to
review this concept for comments and suggestions.
Obviously, there is very little information to review at this time. However, please
take a moment to look the plan over and identify any glaring deficiencies or
changes that must be made. If possible, I would like to discuss this at the next
DRC meeting.
Thank you for your help. Please let me know if you have any questions.
Enclosure :. : ~-v P6Z-7 ~ ~
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PAGE 1
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May 9, 2000
Wensco, Inc.
ATTENTION: KELLY MURRAY
1895 Plaza Drive
Suite #200
Eagan, MN 55122
RE: City of Prior Lake Review of the Site Plan Application for Lot 1, Slock 2, Fountain
Hills Addition
Dear Kelly:
The City of Prior Lake Development Review Committee has completed its review of the
revised plans for the Showroom/Office Building on the property described as Lot 1,
Block 2, Fountain Hills Addition. The following comments and/or changes must be
addressed prior to approval of this site plan:
1. Parking/Loading:
a) The floor area of each use in the building requires a total of 64 parking spaces;
only 63 spaces are shown on the plan.
b) The width of the loading area driveway cannot exceed 36' at the right-of-way
line.
2. Landscaping:
a) A 30" berm is required for screening in front of the parking lot. The berm shown
is approximately 24" in height.
b) A Bufferyard Type "B" is required along the parking lot. While your landscaping
plan identifies the proper number of plantings, these plantings are not arranged
to provide screening. The plan must be revised to provide the screening for the
parking area.
c) Your letter notes the air conditioning units will be located on the side of the
building and screened by landscaping. The location and screening must be
identified on the landscaping plan.
d) An irrigation plan must be submitted.
3. Building Materials:
a) To qualify as a Class I material, stucco must be textured cement stucco. This
should be noted on the plans.
16200 E!~~r~S'e~i~~~~~~a~~~~Prior Lake. Minnesota 55372-1714 / Ph, (612) 447-4230 / Fax (6121a~1t7-4245
AN EQlJAL OPPORT'<iTY E;\IPLOYER
-,~0 3:49PM
FROM PIONEER ENGINEERING 681 9488
P. 1
DATE:
April 18.. 2000
SENT TO: Bob Hutchins
PIONEER ENGINEERING, P.A.
Civil Engineers - Land Planners - Land Surveyors - Landscape Architects
~;
\.
FAX COVER SHEEJ:
FAX #:
612-447-4245
CO:MPANY: City of Prior Lake
SUBJECT: Fountain Hills LI, B2
FROM: Nicholas Polta
NUMBER OF PAGES (including cover sheet): 3
Please call (651) 681-1914 if you did not receive clear copies or if any pages in the sequence are missing.
Bobt
I have attached a sketch of the new proposed PIV, Siamesse connection and turn around locations. Please
let me know if they meet your requirements. If you have any questions or require any additionai
information please feel free to call.
SincerelY1
~J-r /2~
Nicholas Polta
'TfTYcd) 70
f
jefr 70 3~
jWqL 1; ~
en- &-lml~~~i6N.
2422 Enterprise Drive - Menclota Heipts, Minnesota 55120 - (651) 681-1914 - Fax (651) 681-1914
625 Highway 10 N.E. ... Blaine) Minnesota 5S434 .. (612) 783..1880.. Fax (612) 783..1883
-,-"'00 3:50PM
FROM PIONEER ENGINEERING 681 9488
P.2
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CITY OF PRIOR LAKE
ORe PROJECT REVIEW CHECKLIST
PROJECT NAME: Wensco, Inc., Office/Showroom -
Fountain Hills Addition - REVISED PLANS
An application for Site Plan approval of the office/showroom
building located at 4385 Fountain Hills Drive NE, and
described as Lot 1, Block 2, Fountain Hills Addition.
APPLICANT: Wensco, Inc.
1895 Plaza Drive, #200
Eagan, MN 55122
PROJECT ENGINEERS: Pioneer Engineering
Nick Polta
651-681-1914
CONTACT PERSON: Kelly Murray
651-406-4400
SITE INFORMATION
PID #: 25-363-003-0
LOCATION: This property is located at the southwest quadrant of the
intersection of Fountain Hills Drive and Fountain Hills Court, on
the west side of Pike Lake Trail
EXISTING ZONING: C-4
COMPREHENSIVE PLAN: C-CC
PROJECT REQUEST: Review site plan for necessary changes.
DISTRIBUTE TO: APPLICATION FOR:
X Frank Boyles X Bud Osmundson Administrative Land Division
X Sue Walsh X Sue McDermott Comprehensive Plan Amend.
X Ralph Teschner Jeff Evens Conditional Use Permit
X Paul Hokeness Lani Leichty Home Occupation
X Bob Hutchins Rezoning
X Don Rye X Doug Hartman X Site Plan
X Jane Kansier X Fire Chief Preliminary Plat
X Jenni Tovar X Bill O'Rourke PUO
DNR - Pat Lynch Minnegasco Final Plat
County Hwy. Dept. Watershed Dist. Variance
MNDOT Telephone Co. Vacation
SMOC Electric Co.
Mediacom Cable Met. Council
Date Received 04/13/00 Date Distributed 04/13/00 Date Due 04/27/00
Complete Application 04/13/00 Date Distributed to 04/13/00 DRC Meeting 04/27/00
Date DRC
Publication Date NA Tentative PC Date NA Tentative CC NA
Date
60 Day Review Date 6/13/00 Review Extension 8/13/00
I :\99files\99sitepl\99-070\refrevis.doc
Page 1
I have reviewed the attached proposed request (Wensco Office/Showroom) for the
following:
Water City Code Grading
Sewer Storm Water Signs
Zoning Flood Plain County Road Access
Parks Natural Features Legal Issues
Assessment Electric Roads! Access
Policy
Septic System Gas ./' Building Code
Erosion Control Other
Recommendation:
Approval
V Denial
Conditional Approval
Comments:
Signed:
Please return any comments by Thursday. April 27. 2000, to
Jane Kansier, DRC Coordinator
City of Prior Lake
16200 Eagle Creek Avenue SE
Prior Lake, MN 55372
Phone: (612) 447-9812
Fax: (612) 447-4245
I :\99files\99sitepI\99-070\refrevis .doc
Page 2
1895 Plaza Drive
Suite 220
Eagan, MN 55122
651.406-4400
651.905-3678 Fax
Commercial Development · Construction ~
April 12, 2000
To: City of Prior Lake
Planning Staff
16200 Eagle Creek Avenue S.E.
Prior Lake, MN 55372-1714
From: Kelly Murray
WENSCO
~~? I~ ;".." i I r r.:=l
II~/S 0 L5 U Wl5l,n
~~I APR I 3 200J j U
RE: Site Plan Review, Lot 1, Block 2 Fountain Hills Addition
Enclosed is a complete set of revised plans for the proposed Showroom/ Warehouse Building located in
Fountain Hills Business Park. We have received comments from staff and feel that all items have been
addressed on the revised plans.
Flooring Center
The proposed building is designed to provide offices and showroom facilities for a flooring center which
provides selections of wood, ceramic, carpeting, vinyl, and a variety of selections for builder clients. The
showroom does not have a retail client base, it is a builder base customer. Hours of operation are Monday
through Friday 8:00 a.m. - 5:00 p.m., Saturdays and evenings by appointment only. The warehouse will
be used to store flooring materials that are scheduled to be installed, with some inventory. Shipments are
received daily and must be off-loaded by fork-lift. No more that four deliveries will be made in one day.
Currently, the company has five full-time employees, and is planning to expand to eight shortly after the
move.
Lighting Center
The proposed building is designed to provide offices and showroom facilities for a lighting design center
for both builder based and retail based customers. Hours of operation are proposed to be 8:00 a.m. -
8:00 p.m. Month - Thursday, Friday and Saturday 9:00 - 5:00 p.m. This will be a start-up company
that will have at least 8 employees initially. The warehouse will be used to store stock light fixtures, bulbs
and accessory items related to the operation. It will also be used to temporarily store selected fixtures that
have been ordered until installation can be scheduled.
Additional Showroom Space
This bay was designed for another showroom/ warehouse type use. We are currently working with a client
that is interested in an appliance showroom however, terms have not been agreed upon. This would again
be primarily builder based, with some retail customers. Hours of operation would be more consistent with
the flooring centers hours. Distribution of the appliances would not be out of this facility. It would only be
an overstock area. The client also has some specialty plumbing related fixtures and custom home wiring.
Design Features
The building meets or exceeds all material requirements on four sides. All access to warehouse for
delivery is off the cul-de-sac, eliminating additional traffic on Fountain Hills Drive for the future. All
mechanical systems will be located within the structure, eliminating roof heating systems that would
require screening. All trash will be enclosed within the warehouse. Each unit will have separate water
services, with one service on the east bay for irrigation of the grounds. Air Conditioning units will be
located along the side of the building, with landscaping provided to screen the view. Precise location has
not been determined yet.
Upon building permit application, a complete set of signed architectural plans and signed civil plans will eb
submitted.
If there are any items you feel we have not addressed from the previous comments, please feel free to
contact me at our administrative offices 651-406-4400.
Sincerely,
\ iAJ pill- Lfl1u.)Jt ~
~J~~y
Development Assistant
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DATE: L ~ 'Il1lW
To: YEZ2- @#
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NUMBER OF PAGES:
-...
(including cover)
FAX No.:
447-4245
Notes From The Sender:
PLEASE CALL
ALL PAGES.
IF You Do NOT RECEIVE
AT
16200 Eagle Creek Ave. S.E., Prior Lake, Minnesota 55372-1714 / Ph. (612) 447-4230 / Fax (612) 447-4245
AN EQUAL OPPORTUNITY EMPLOYER
BUILDERS MORTGAGE COMPANY LLC
',-,'~._....- --''- -~""""""''''''''''''---
._~~. ;,;\j r~_~ r)J
I~'~j ffB ~-;;JWI
646 East River Rd,
Anoka, MN 55303
(763 )-323-0820
(763)-323-9105 (Fax)
Construction Loan Specialists for Professional Builders
14300 Nicollet Court, #110
Burnsville, MN 55306
(952) 898-1110
(952) 892-6555 (Fax)
February 1, 2001
o~
00/
City of Prior Lake
4628 Dakota Street SE
Prior Lake, rvn~ 55372
Re: Lot 1, Block 2, Fountain Hills Addition - Wensco, Inc.
Re: AMENDMENT
Our Irrevocable Letter of Credit No. 5656-600-LS Dated: June 13, 2000
Ladies and Gentlemen:
Builders Mortgage Company LLC hereby amends Irrevocable Letter of Credit No.
5656-600-LS Dated: June 13, 2000, as follows:
1. The Expiration date of the above referenced Irrevocable Letter of
Credit is hereby extended to February 1, 2002.
All other terms and conditions remain without change.
Very truly yours,
BUILDERS MORTGAGE COMPANY LLC
P;d:i~~-
Patricia Filip
Chief Financial Officer
elT. ; PRIOR LAKE
INSPECTION NOTICE
SCHEDULED
TIME
ADDRESS
~B5
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OWNER
CONTR.
PHONE NO.
PERMIT NO.
o FOOTING 0 PLUMBING RI 0 EX/GRAD/FILLING
o FOUNDATION 0 MECH RI 0 COMPLAINT
o FRAMING 0 WATER HOOKUP 0 FIREPLACE RI
o INSULATION 0 SEWER HOOKUP 0 FIREPLACE FINAL
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Inspector:
Owner/Contr:
CALL 447-9850 FOR THE NEXT INSPECTION 24 HOURS IN ADVANCE.
CODE REQUIREMENTS ARE FOR YOUR PERSONAL HEALTH & SAFETYI
_/
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Inspector: ~ t.6. Own er/Contr:
CAll 447-9850 FOR THE NEXT INSPECTION 24 HOURS IN ADVANCE.
CODE REQUIREMENTS ARE FOR YOUR PERSONAL HEALTH & SAFETY!
INSNOTI
DATE TIME
CIl ,= PRIOR LAKE
INSPt:CTION NOTICE
p/~( ~
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Inspector: ~ OWner/Contr:
CALL 447-9850 FOR THE NEXT INSPECTION 24 HOURS IN ADVANCE.
CODE REQUIREMENTS ARE FOR YOUR PERSONAL HEALTH & SAFETYl
J 395 - ~ & msNOTJ-tr eND
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CITY OF PR. ;;LAKE
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Inspector: Vt ~ 9"n~~r:
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CODE REQUIREMENTS ARE FOR YOUR PERSONAL HEALTH & SAFETY!
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INSPECTION NOTICE
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CODE REQUIREMENTS ARE FOR YOUR PERSONAL HEALTH & SAFETY!
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Inspector:
Owner/Contr:
CALL 447-4230 FOR THE NEXT INSPECTION 24 HOURS IN ADVANCE.
CODE REQUIREMENTS ARE FOR YOUR PERSONAL HEALTH & SAFETYl
0" TE TIME
CITY OF PRI lAKE
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Owner/Contr:
CALL 447-9850 FOR THE NEXT INSPECTION 24 HOURS IN ADVANCE.
CODE REQUIREMENTS ARE FOR YOUR PERSONAL HEALTH & SAFETY!
INSNOTI
[V TE TIME
CITY OF PRI ..AKE
INSPECTION NOTICE
SCHEDULED
J . b- 0 I
4385 FOUtJ11t(N M1~5
ADDRESS
OWNER
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Inspector:
Owner/Contr:
CALL 447-9850 FOR THE NEXT INSPECTION 24 HOURS IN ADVANCE.
CODE REQUIREMENTS ARE FOR YOUR PERSONAL HEALTH & SAFETY!
INSNOTl
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4-385 FoUNTAIN rtIU$
CITY OF PRIOR LAKE
INSPECTION NOTICE
ADDRESS
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Inspector:
LL FOR REINSPECTION BEFORE COVERING
Owner/Contr:
CALL 447-9850 FOR THE NEXT INSPECTION 24 HOURS IN ADVANCE.
CODE REQUIREMENTS ARE FOR YOUR PERSONAL HEALTH & SAFETY!
INSNOTl
CITY OF PRI ..AKE
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SCHEDULED
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Inspector:
Owner/Contr:
CALL 447-9850 FOR THE NEXT INSPECTION 24 HOURS IN ADVANCE.
CODE REQUIREMENTS ARE FOR YOUR PERSONAL HEALTH & SAFETYl
INSNOTI
ADDRESS _t6~6
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SCHEDULED l~
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INSPECTION NOTICE
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Inspector:
Owner/Contr:
CALL 447-9850 FOR THE NEXT INSPECTION 24 HOURS IN ADVANCE.
CODE REQUIREMENTS ARE FOR YOUR PERSONAL HEALTH & SAFETY!
INSNOTI
CITY OF PRk _ LAKE
INSPECTION NOTICE
r r TIME
/ !
SCHEDULED [ ~ · w / t.P 7:- Q:.? /i 1-1..
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OWNER
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PHONE NO.
PERMIT NO.
00 - 4b'1
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Inspector: 4/~ner/Contr.
CALL 447-9850 FOR THE NEXT INSPECTION 24 HOURS IN ADVANCE.
CODE REQUIREMENTS ARE FOR YOUR PERSONAL HEALTH & SAFETYI
INSNOTl
""TE TIME
CITY OF PR LAKE
INSPECTION NOTICE SCHEDULED J 2.t u:...-; q i 3 U
ADDRESS L I I), "< 2.. \t:~ fJt l~~
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PHONE NO. PERMIT NO. &0.- Lf 6q
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COMMENTS: ~L..IA.~ ~ ~~
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Inspector: . ~ ~~lA .. Owner/Contr:
CALL 447-9850 FOR THE NEXT INSPECTION 24 HOURS IN ADVANCE.
CODE REQUIREMENTS ARE FOR YOUR PERSONAL HEALTH & SAFETY!
INSNOTl
~y\ ?s ()
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CITY OF PR LAKE
INSPECTION NOTICE
ADDRESS
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COMMENTS: ~/.!t~Gc- a2'20 o,K,
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L,
Inspector:
Owner/Contr:
OR THE NEXT INSPECTION 24 HOURS IN ADVANCE.
CODE REQUIREMENTS ARE FOR YOUR PERSONAL HEALTH & SAFETYI
INSNOTl
,
CITY OF l JR LAKE
INSPECTION'NOTICE
SCHEDULED
/ l')ATE
TIME
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~ O~ Ft/f~,. \ '
. /- ~-:Z:/W Z~Z:' 3 ~.<I
~6vSC~>- e' ,p(~ (50 ~
~~ ~ /\AJI)~
OWNER
CONTR.
~HONE NO.
Ff ~FOOTINGJ1D
o FOUNDA =(,6i(
o FRAMING
o INSULATION
o FINAL
o SITE INSPECTION
PERMIT NO.
o PLUMBING RI
o MECH RI
o WAfER HOOKUP
o SEWER HOOKUP
o PLUMBING FINAL
o MECH FINAL
COMMENTS:
70,~
~
D-1"'(
o EX/GRAD/FILLING
o COMPLAINT
o FIREPLACE RI
o FIREPLACE FINAL
o GASLlNE AIR TST
o
'e
o WORK SATISFACTORY, PROCEED
~ORRECT AC I AND PROCEED
o CORRECT CALL FOR REINSPECTION BEFORE COVERING
Inspector:
Owner/Contr:
CALL 447-9850 FOR THE NEXT INSPECTION 24 HOURS IN ADVANCE.
INSNOTI
CODE REQUIREMENTS ARE FOR YOUR PERSONAL HEALTH & SAFETYI
t "'~ TE TIME
CITY OF P. ~R LAKE
INSPECTION NOTICE
SCHEDULED
1(,;- fp'O 0
31'~
4385 FDUtJ~/,J f/tU-.>S
ADDRESS
OWNER
CONTR.
(J.57S
PHONE NO.
PERMIT NO.
o FOOTING
o FOUNDATION
o FRAMING
o INSULATION
o FINAL
o SITE INSPECTION
o PLUMBING RI
)i( MECH RI
/j] WATER HOOKUP
o SEWER HOOKUP
o PLUMBING FINAL
o MECH FINAL
COMMENTS:
pvc.-
o EX/GRAD/FilLING
o COMPLAINT
o FIREPLACE RI
o FIREPLACE FINAL
o GASLlNE AIR TST
o
U. 6j. @
!-I~-s
J)~A-{/LI TrcG & GLoJ
1,t{w0RK SATISFACTORY, PROCEED
o CORRECT ACTION PROCEED
o CORRECT WO OR REINSPECTION BEFORE COVERING
Inspector:
Owner/Contr:
CALL 447-9850 FOR THE NEXT INSPECTION 24 HOURS IN ADVANCE.
CODE REQUIREMENTS ARE FOR YOUR PERSONAL HEALTH & SAFETY!
I/VS/VOTI
\ '
--.."',- ~1>0__"'_'_.~-~'''' _...,.-:",~. ...,-....- .. - .....-. -" ........,......-c.-- --'"'""f'-"'''''''~C:'_--.+~~ .- '~"''''"f~.~
n
CITY OF ~-iR LAKE
INSPECTION NOTICE
SCHEDULED
~TE
~i.()O -
TIME
?''?
..,). ---(..)
ADDRESS
43t>5 FO(J/'JI7-I/tJ f1(L,W
OWNER
CONTR.
PERMIT NO.
(J. s7B
PHONE NO.
o FOOTING
o FOUNDATION
o FRAMING
o IN$ULA TION
o FINAL
o SITE INSPECTION
o PLUMBING RI
~ MECH RI
o WATER HOOKUP
o SEWER HOOKUP
o PLUMBING FINAL
o MECH FINAL
COMMENTS:
pV'C
o EXIGRAD/FILLlNG
o COMPLAINT
o FIREPLACE RI
o FIREPLACE FINAL
o GASLlNE AIR TST
o
U.~. @
LJ
/-/./-7 <::, j)lfi ' (/\.., !/.-.~. E '-~ G LC) c.. ./
~WORK SATISFACTORY, PROCEED
o CORRECT ACTIO~ tf. PROCEED
o CORRECT ~ f1 FOR REINSPECTION BEFORE COVERING
Inspector: fL.", 1 Owner/Contr:
,
CALL 447-9850 FOR THE NEXT INSPECTION 24 HOURS IN ADVANCE.
CODE REQUIREMENTS ARE FOR YOUR PERSONAL HEALTH & SAFETY!
INSNOTl
. c TIME
CITY OF PR.. , LAKE
INSPECTION NOTICE
Ii - .:J--O (;) , ' iTb
,tL 3 f'5" - ro V- D-ta ; A-) /-J-; }k:
Ii
SCHEDULED
ADDRESS
OWNER
CONTR.
PHONE NO.
PERMIT NO.
O-LjbC(
o FOOTING
o FOUNDATION
o FRAMING
o INSULATION
o FINAL
o SITE INSPECTION
o PLUMBING RI
o MECH RI
o WATER HOOKUP
o SEWER HOOKUP
o PLUMBING FINAL
o MECH FINAL
o EX/GRAD/FILLING
o COMPLAINT
o FIREPLACE RI
o FIREPLACE FINAL
~ASLlNE AIR TST
COMMENTS: ;2 E:rtsr TC7V~ 6~ L/~5
O.IL
kORK SATISFACTORY, PROCEED
o CORRECT ACTI NO PROCEED
OR REINSPECTION BEFORE COVERING
Owner/Contr:
Inspector:
CALL 447-9850 FOR THE NEXT INSPECTION 24 HOURS IN ADVANCE.
CODE REQUIREMENTS ARE FOR YOUR PERSONAL HEALTH & SAFETY!
INSNOTl
ADDRESS
Lf36s
.'_ ~-..' F{'~ /tv 1-1 fa cr
~ u- DAT~ TIME
SCHEDULED ?(~ho' 9~
V;tA."'t~;,J *t LL-S
CITY OF PRIOR' ~
INSPECTION NO. ."E
OWNER
CONTR.
PERMIT NO.
e) ~& )( PLUMBING RI~
o MECHRI ~
o WATER HOOKUP
o SEWER HOOKUP
o PLUMBING FINAL
o MECH FINAL
-oO-~?~
PHONE NO.
o FOOTING
o FOUNDATION
o FRAMING
o INSULATION
o FINAL
o SITE INSPECTION
o EX/GRAD/FilliNG
o COMPLAINT
o FIREPLACE RI
o FIREPLACE FINAL
o GASllNE AIR TST
o
COMMENTS: LA, <:r .
T fliE V;Vi:)(5R-G~ L)
A/~ ?~S ~
4LL- + ~cA7(cYV5
liAS CfbarN&6Q.
~/A/&.
e>r U. b ~€c-<J ~~.
~RK SATISFACTORY PROCEED
PROCEED
l FOR REINSPECTION BEFORE COVERING
Owner/Contr:
Inspector:
CALL 447-9850 FOR THE NEXT INSPECTION 24 HOURS IN ADVANCE.
CODE REQUIREMENTS ARE FOR YOUR PERSONAL HEALTH & SAFETY!
INSNOTl
CITY OF PRIOR. ~E
INSPECTION N011CE
SCHEDULED
DATI; TIME
e/ I '7> t6C5~:" ~
~TR.~~(f ~\
PERMIT~ O:J;~ ~
~LUMBING RI 0 EX/GRAD/FILLING
o MECH RI 0 COMPLAINT
o WATER HOOKUP 0 FIREPLACE RI
o SEWER HOOKUP 0 FIREPLACE FINAL
o PLUMBING FINAL 0 GASLlNE AIR TST
o MECH FINAL 0
ADDRESS 43 e G
OWNER
PHONE NO.
o FOOTING
o FOUNDATION
o FRAMING
o INSULATION
o FINAL
o SITE INSPECTION
COMMENTS:
ft (Jrovt &v~ ~ ~
- f~/c1 ~~ ~sLr~~~ SV~~
(3) 'f ( JV rOl }/\ tJ r - +- ~~ <fr'\
s\r,J V'C\ df. u:: h ~ .5 u..\-; M. " {- p \ '""" c:..
~ c " ~ \ttfA 0 1
\
!iJ[~
~
Inspector:
Owner/Contr:
OR THE NEXT INSPECTION 24 HOURS IN ADVANCE.
ENTS ARE FOR YOUR PERSONAL HEALTH & SAFETY!
INSNOTl
DAT~
CITY OF PRior .KE ~ I,"", v }, .,
INSPECTION NOTICE SCHEDULED ~
ADDRESS ~ ~ 1SS 17 ~ )'(\ \r:u V\ llillL)
OWNER
CONTR.
PHONE NO.
PERMIT NO.
NAvPLUMBING RI
'/'[} ~ECH RI
o WATER HOOKUP
o SEWER HOOKUP
o PLUMBING FINAL
o MECH FINAL
o FOOTING
o FOUNDATION
o FRAMING
o INSULATION
o FINAL
o SITE INSPECTION
~t~
- If -~~t'
JOlljrU- r~'i
%vtv"'
~
I "..., '~ } '~. .,,-il"""
vvr
TIME
~~(. ~ ()
.~
q
00 -- ~7~
o EX/GRAD/FILLING
o COMPLAINT
o FIREPLACE RI
o FIREPLACE FINAL
o GASLlNE AIR TST
o
cAr ~"^
tv
if-.-
~fs=
ERING
CITY OF PR., LAKE
INSPECTION NOTICE SCHEDULED
1o~S
ADDRESS m T1\\r-D (\ lli~ls
,. -~ TIME
~ I :,~
OWNER
CONTR.
PHONE NO.
vMOOTING A
o FOUNDATION
o FRAMING
o INSULATION
o FINAL
o SITE INSPECTION
PERMIT NO.
o PLUMBING RI
o MECH RI
o WATER HOOKUP
o SEWER HOOKUP
o PLUMBING FINAL
o MECH FINAL
COMMENTS:
~~
r Fl~
CJD-n'lt:.9
o EX/GRAD/FILLING
o COMPLAINT
o FIREPLACE RI
o FIREPLACE FINAL
o GASLlNE AIR TST
o
eM. CcM--~
fi,o+:-~
EINSPECTION BEFORE COVERING
Inspector:
Owner/Contr:
HE NEXT INSPECTION 24 HOURS IN ADVANCE.
INSNOTI
'S ARE FOR YOUR PERSONAL HEALTH & SAFETY!
CITY OF PR~ LAKE
INSPECTION NOTICE
SCHEDULED
ADDRESS i 4 '0)(S fi n /'(\'-\-r1 j t"'\
OWNER
CONTR.
PHONE NO.
V'FOOTING
/[1 FOUNDATION
o FRAMING
o INSULATION
o FINAL
o SITE INSPECTION
PERMIT NO.
o PLUMBING RI
o MECH RI
o WATER HOOKUP
o SEWER HOOKUP
o PLUMBING FINAL
o MECH FINAL
~~ jJ44J
;
COMMENTS:
D"TE TIME
"7 )16{JO
~'S
1!30
00 - D4Cct
o EX/GRAD/FILLING
o COMPLAINT
o FIREPLACE RI
o FIREPLACE FINAL
o GASLlNE AIR TST
o
/
~ORK SATISFACTORY,
o CORRECT ACTIO
o CORRECT WOR
Inspector:
Owner/Contr:
CALL 447-9850 FOR THE NEXT INSPECTION 24 HOURS IN ADVANCE.
INSNOTl
CODE REQUIREMENTS ARE FOR YOUR PERSONAL HEALTH & SAFETY!
r....e fe
CITY OF PR LAKE , I J
INSPECTION NOTICE SCHEDULED 71 a '1,00 J: ~
ADDRESS 4-'3 ~5 FC\\. )('\t-o.'~f) t\i\ \
OWNER
CONTR.
PERMIT NO. 00- 4o~
PHONE NO.
-v' FOOTING pC\.) ~t)
,/[j' FOUNDATION
o FRAMING
o INSULATION
o FINAL
o SITE INSPECTION
o PLUMBING RI
o MECH RI
o WATER HOOKUP
o SEWER HOOKUP
o PLUMBING FINAL
o MECH FINAL
o EX/GRAD/FILLING
o COMPLAINT
o FIREPLACE RI
o FIREPLACE FINAL
o GASLlNE AIR TST
o
COMMENTS:
I. fig,,&. 12 ~ (\i~ l A'f{>raJeJ ~ ~,~€,u-
at tt'cpnL 0~ - Foof;~ -:tr N I
"2.. L-l;'::j 1\-r-1,z \ /1<>. \A c~
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,# I ,. r~
#- 5 WUt. \~.O.G~
# ~ Hor'Z.- 12 o. c. .j-
~
~u(" ~~ 'jour ow'^- \i<!;lc.
o WORK SATISFACTORY, PROCEED
~ CORRE CTI AND PROCEED
o COR CT WO, OR REI SPECTION BEFR~ERING
Inspect r: Owner/Contr: ~
NEXT INSPECTION 24 HOURS IN ADVANCE.
INSNOTl
CODE REQUIREMENTS ARE FOR YOUR PERSONAL HEALTH & SAFETY!
CITY OF prA LAKE
INSPECTIO~OTICE
.
1/3i 1cfb
, ,
I:J~
TIME
SCHEDULED
ADDRESS J 4:::) 8 5 """FO--u", --\:tt i (\ ~, \ \
OWNER CONTR.
PHONE NO.
VFOOTING ,It
ftFouNDAnO
o FRAMING
o INSULATION
o FINAL
o SITE INSPECTION
PERMIT NO.
00 - OLfCoq
o PLUMBING RI
o MECH RI
o WATER HOOKUP
o SEWER HOOKUP
o PLUMBING FINAL
o MECH FINAL
o EX/GRAD/FILLING
o COMPLAINT
o FIREPLACE RI
o FIREPLACE FINAL
o GASLlNE AIR TST
o
Owner/Contr:
FOR THE NEXT INSPECTION 24 HOURS IN ADVANCE.
'MENTS ARE FOR YOUR PERSONAL HEALTH & SAFETYI
INSNOTl
CITY OF PRh.. _ . LAKE
INSPECTION NOTICE
SCHEDULED
r' TIME
~ I ;,30
ADDRESS J1S?\5 +7)) ~ i (\ t1l \ 1
OWNER CONTR.
PHONE NO.
I\r.r{OOTING (9
~OUNDATION
o FRAMING
o INSULATION
o FINAL
o SITE INSPECTION
PERMIT NO.
on - CJtJ69
COMMENTS:
o PLUMBING RI 0 EX/GRAD/FILLING
o MECH RI 0 COMPLAINT
o WATER HOOKUP 0 FIREPLACE RI
o SEWER HOOKUP 0 FIREPLACE FINAL
o PLUMBING FINAL 0 GASLlNE AIR TST
o MECH FINAL ~ t:L
FOQtrNb5 ,S<- ~
Inspector:
FOR REINSPECTION BEFORE COVERING
~ORKSATISF
o CORRECT A I
o CORRECT
Owner/Contr:
CALL 447-9850 FOR THE NEXT INSPECTION 24 HOURS IN ADVANCE.
CODE REQUIREMENTS ARE FOR YOUR PERSONAL HEALTH & SAFETY!
INSNo:Tl
1"""'11: TIME
CITY OF PRl LAKE
INSPECTION NOTICE
SCHEDULED
'7 jOlll1JJ
.
1.~50
ADDRESS .LJ3~S 'FOUN.TMN Hf/-'-
OWNER CONTR.
PHONE NO.
VFOOTING A-
Yo'~OUNDA TION .
o FRAMING
o INSULATION
o FINAL
o SITE INSPECTION
PERMIT NO.
an - CL/(, 9
o PLUMBING RI
o MECH RI
o WATER HOOKUP
o SEWER HOOKUP
o PLUMBING FINAL
o MECH FINAL
o EX/GRAD/FILLING
o COMPLAINT
o FIREPLACE RI
o FIREPLACE FINAL
o GASLlNE AIR TST
o
COMMENTS:
~
~
rw.-
\'-'w'
CcUJ
J;j
Inspector:
Owner/Contr:
THE NEXT INSPECTION 24 HOURS IN ADVANCE.
TS ARE FOR YOUR PERSONAL HEALTH & SAFETYI
INSNOTl
CITY OF PRl LAKE
INSPECTION NOTICE
SCHEDULED
ADDRESS 4.3 8" 0' Fcflrf""\ 7-o...{11
OWNER
CONTR.
PHONE NO.
~OOTING P.
PO )OUNDA TION
o FRAMING
o INSULATION
o FINAL
o SITE INSPECTION
PERMIT NO.
o PLUMBING RI
o MECH RI
o WATER HOOKUP
o SEWER HOOKUP
o PLUMBING FINAL
o MECH FINAL
COMMENTS:
~, a.~
~J
~
f>ClI..A.I d c...- ....u w ~ ~ .... 4 ~ c.j-
12.." Q.c tI~ ~~
~ ~~lt ff: :=
. ~<:.\,~ ~ r!. ~
rO'9'e TIME
~
[-J-j .1 /
/.'30
(JlJ -Q '-f~
o EX/GRAD/FILLING
o COMPLAINT
o FIREPLACE RI
o FIREPLACE FINAL
o GASLlNE AIR TST
o
r1c- <;
(~
Inspector:
Owner/Contr:
INSNOTl
W~
J~
,... .-:
CITY OF PRL LAKE ry I J (.,j fry;
INSPECTION NOTICE SCHEDULED ~
ADDRESS 43~S fuJI1-dnln /+"/1
TIME
1~3[)
OWNER
CONTR.
PHONE NO.
'\a"'FOOTING ~
va.. FOUNDATION
o FRAMING
o INSULATION
o FINAL
o SITE INSPECTION
PERMIT NO.
UD -l)~6Q
o PLUMBING RI
o MECH RI
o WATER HOOKUP
o SEWER HOOKUP
o PLUMBING FINAL
o MECH FINAL
o EX/GRAD/FILLING
o COMPLAINT
o FIREPLACE RI
o FIREPLACE FINAL
o GASLlNE AIR TST
o
COMMENTS:
ION AND PROCEED
K, CALL FOR REINSPECTION BEFORE COVERING
Owner/Contr:
FOR THE NEXT INSPECTION 24 HOURS IN ADVANCE.
'MENTS ARE FOR YOUR PERSONAL HEALTH & SAFETYl
INSNOTl
,.. . ...,= TIME
CITY OF PR\ LAKE
INSPECTION NOTICE
SCHEDULED
7./t:rOO 1:3R)
4385 ~OUN771/N IfI~G
ADDRESS
OWNER
CONTR.
PHONE NO.
~ FOOTING -A
/D FOUNDATION
o FRAMING
o INSULATION
o FINAL
o SITE INSPECTION
PERMIT NO.
· %9
o PLUMBING RI
o MECH RI
o WATER HOOKUP
o SEWER HOOKUP
o PLUMBING FINAL
o MECH FINAL
o EX/GRAD/FILLING
o COMPLAINT
o FIREPLACE RI
o FIREPLACE FINAL
o GASLlNE AIR TST
o
COMMENTS:
J~6~ r~
1l~Y\
FACTORY, PROCEED
TION AND PROCEED
o CALL FOR REINSPECTION BEFORE COVERING
Inspector:
Owner/Contr:
OR THE NEXT INSPECTION 24 HOURS IN ADVANCE.
ENTS ARE FOR YOUR PERSONAL HEALTH & SAFETYI
INSNOTl
,. - Je TIME
CITY OF PR LAKE ~ l:3o
INSPECTION NOTICE SCHEDULED
ADDRESS ~385 fb~~ L{.t,i
OWNER CONTR.
PHONE NO. PERMIT NO. () - AcbGJ
~OTING A o PLUMBING RI o EX/GRAD/FILLING
o FOUNDATION o MECH RI o COMPLAINT
o FRAMING o WATER HOOKUP o FIREPLACE RI
o INSULATION o SEWER HOOKUP o FIREPLACE FINAL
o FINAL o PLUMBING FINAL o GASLlNE AIR TST
o SITE INSPECTION o MECH FINAL 0
Oy\.
Inspector:
Owner/Contr:
E NEXT INSPECTION 24 HOURS IN ADVANCE.
RE FOR YOUR PERSONAL HEALTH & SAFETY!
INSNOTl
,.. '~ TIME
CITY OF PR~ LAKE
INSPECTION NOTICE
1. f't. 00
(:30
SCHEDULED
ADDRESS
4365 ~
OWNER
CONTR.
PHONE NO.
~ FOOTING /d
( 0 'FOUNDATION
o FRAMING
o INSULATION
o FINAL
o SITE INSPECTION
PERMIT NO.
o t/{p q
o PLUMBING RI
o MECH RI
o WATER HOOKUP
o SEWER HOOKUP
o PLUMBING FINAL
o MECH FINAL
o EX/GRAD/FILLING
o COMPLAINT
o FIREPLACE RI
o FIREPLACE FINAL
o GASLlNE AIR TST
o
COMfNTS:
-.:Ebn (""'0
r
(f1'1\-
Inspector:
Owner/Contr:
HE NEXT INSPECTION 24 HOURS IN ADVANCE.
INSNOTl
,. ~~ TIME
CITY OF PR~ LAKE
INSPECll0N NOllCE SCHEDULED ~ I : ~ ()
ADDRESS l/D2S S' fen N' h~l f\ tbl\ \\ r) ve _
OWNER
CONTR.
PHONE NO. \
~OOTING ~OV ~ \
~OUNDATION t>-
O FRAMING
o INSULATION
o FINAL
o SITE INSPECTION
PERMIT NO.
em -()4.bQ
o PLUMBING RI
o MECH RI
o WATER HOOKUP
o SEWER HOOKUP
o PLUMBING FINAL
o MECH FINAL
o EX/GRAD/FILLING
o COMPLAINT
o FIREPLACE RI
o FIREPLACE FINAL
o GASLlNE AIR TST
o
COMMENTS:
~-h"al
~~~
~~~5~
Y,PROCEED
AND ROCEED
FOR REINSPECTION BEFORE COVERING
Owner/Contr:
OR THE NEXT INSPECTION 24 HOURS IN ADVANCE.
INSNOTl
SCHEDULED
,.~
,Jill {46
Q,y, K-
TIME
CITY OF PR LAKE
INSPECTION NOTICE
I tOo. "".If)
4385
......
~a,n
~., lA
CONTR.
PHONE NO. PERMIT NO.
OOTIW ?a..l-f2~ PLUMBINGRI
o FOUND. N 0 MECH RI
o FRAMING 0 WATER HOOKUP
o INSULATION 0 SEWER HOOKUP
o FINAL 0 PLUMBING FINAL
o SITE INSPECTION 0 MECH FINAL
t; - ~'=A
o EX/GRAD/FILLING
o COMPLAINT
o FIREPLACE RI
o FIREPLACE FINAL
o GASLlNE AIR TST
o
COMMENTS:
~ pad fi'
c' J It \0 if
6 1><1 xlI, W4:~ ( '-ellv'
... o----:-:h
~i\h ~ ~S r'/'-- Sc;~
Owner/Contr:
R THE NEXT INSPECTION 24 HOURS IN ADVANCE.
'NTS ARE FOR YOUR PERSONAL HEALTH & SAFETYl
INSNOTl
CITY OF PRo LAKE
INSPECTION NOTICE SCHEDULED ~ /.'/S-
ADDRESS 4365 FOUNTrJltV 1-//[,,-,,
... - --: TIME
OWNER
CONTR.
PHONE NO.
)t( FOOTING rJ A
o FOUNDATION
o FRAMING
o INSULATION
o FINAL
o SITE INSPECTION
PERMIT NO.
~PLUMBING RI tJ P.
o MECH RI
o WATER HOOKUP
o SEWER HOOKUP
o PLUMBING FINAL
o MECH FINAL
-tltP9
o EX/GRAD/FILLING
o COMPLAINT
o FIREPLACE RI
o FIREPLACE FINAL
o GASLlNE AIR TST
o
COMMENTS:
Inspector:
Owner/Contr:
HE NEXT INSPECTION 24 HOURS IN ADVANCE.
INSNOTl
CITY OF PR LAKE
INSPECTION NOTICE
SCHEDULED
ADDRESS 4355
~~
OWNER
CONTR.
PHONE NO.
~OOTING r~y\i~ \
o FOUNDATION A
o FRAMING
o INSULATION
o FINAL
o SITE INSPECTION
PERMIT NO.
o PLUMBING RI
o MECH RI
o WATER HOOKUP
o SEWER HOOKUP
o PLUMBING FINAL
o MECH FINAL
COMMENTS:
50\' \c;,
~tneev
k th.!: rckd
Sot!/- ~: }s
~
~s
<fa
r.~;
TIME
7 t, fiN'"
b-kV1
'l~oo
d - 4G:,CJ
o EX/GRAD/FILLING
o COMPLAINT
o FIREPLACE RI
o FIREPLACE FINAL
o GASLlNE AIR TST
o
~ ~2>th.ee-v
~v<..
Owner/Contr:
-9850 FOR THE NEXT INSPECTION 24 HOURS IN ADVANCE.
INSNOTI
'EQUIREMENTS ARE FOR YOUR PERSONAL HEALTH & SAFETY!
CITY OF PRIOR LAKE
INSPECTION NOTICE
TIME
SCHEDULED
'0 : ~o
ADDRESS
OWNER
CONTR.
/YJ- 5'&
PHONE NO.
PERMIT NO.
"tlPLUMBING Rid} 0 EX/GRAD/FILLING
,.fJ MECH RI c..::Y' 0 COMPLAINT
o WATER HOOKUP 0 FIREPLACE RI
o SEWER HOOKUP 0 FIREPLACE FINAL
o PLUMBING FINAL 0 GASLlNE AIR TST
o MECH FINAL 0
COMMENTS: 1?6-'(3 t;4'1- A, e- ~
~~
F,YA(
o FOOTING
o FOUNDATION
o FRAMING
o INSULATION
o FINAL
o SITE INSPECTION
~W'pRK SA TISFAC R. PROCEED
\
o .CORRECT ACl: A PROCEED
o CORRECT W OR REINSPECTION BEFORE COVERING
Inspector:
Owner/Contr:
CALL 447-9850 FOR THE NEXT INSPECTION 24 HOURS IN ADVANCE.
CODE REQUIREMENTS ARE FOR YOUR PERSONAL HEALTH & SAFETY!
INSNOTJ
PRIOR LAKE
INSPECTION RECORD
SITE ADDRESS 4 ~B5 \:=OU~, lA-l-J H-{l_~5 bi<~ N.c.
NATURE OF WORK ' NEvJ CoKet6'Lc-'A-L
USE OF BUILDING ""E:l2-c-p..,Nlll..c · t
PERMIT NO. 00 - +~ DATE ISSUED ~ (t"Z- 00
CONTRACTOR W E:NS co. lNc ,
NOTE: THIS IS NOT A PERMIT FOR ANY OF THE INSPECTION
THE PERMIT B S P4RAT DOGUM T
OOfO~ 1 7jf1 0'0 7 /~{/D 1"'.q;~E 7J;?I1/VI'
ING ""'lfl.l . 7" 7.OD.J 1-II-iJlJ 7 II w flvr-f.
DEPARTMENT OF
BUILDING AND INSPECTION
FOUNDATION (Prior to Backfill)
PLACE NO CONCRETE UNTIL ABOVE HAS BEEN SIGNED
ROUGH - INS
SEWER I WATER I SEPTIC
FRAMING
INSULATION
ELECTRICAL
PLUMBING ~
HEATING (if required)b).b .lOb Ctlf.t,\
rl..!:rLAC~
GAS LINE AIR TEST ..:>. E, l / - 3---00
COVER NO WORK UNTIL ABOVE HAS BEEN SIGNED
I WALLBOARD I I
FINALS
fJ.JE ~-. 1./. 0 /
GRADING (Prior to Sodding)
BUILDING ~ .c,.
ELECTRICAL
PLUMBING
HEATING
DO NOT OCCUpy UNTIL ABOVE HAS BEEN SIGNED
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, c~rd .;hall be placed near main entrance.
to/-
Call between 8:00 ar.~.i:OO A.M. for all inspections
FOR ALL INSPECTIONS (612) 447-9850