HomeMy WebLinkAboutBuilding Permit 00-0341
QATERECEIVED
CITY OF PRIOR LAKE
BUILDING PERMIT,
TEMPORARY CERTIFICATE OF
ZONING COMPLIANCE
AND UTILITY CONNECTION PERMIT
1. White File
2. Pink .' .,QtY
3. Yello\\'!~~JltPlicant
....t,;~.
* ~,.' ,
MAY 1 2(XX}
Permit No.
o
,IRECTlONS
$PACES NUMBERED 1 THRU 17 MUST BE FILLED IN
BEFORE PERMIT IS ISSUED (Please Print or Type and sign at bottom)
1. DATE
~:t .. ~
,e~ ~; Q~",.Q.S
f"-
-:l7 - 2-00i> BUILDING I~MATION
11. SIZE OF STRUCTURE
He~t) , (Width) _ ,(DepthL '
~ C>~ S Zt!:>D
12. NO. OF STORIES
PID ~b-q() 1- Da~ ~o I
3. LEGAL DESCRIPTION
LOT :Su*... 0 \
BLOCK
ADDITION
G~ .J""'"i
7. TYPE OF RK
New Construction ~
Chimney a Misc.
8. PROPERTY AREA OR ACRES
Sq. Ft. cfl:S; t>a::> ft-
C~\\
(Address)
LJ-<J' I ~ c;;f-
(Tel. No.)
15. NUMBER OF OCCUPANTS OR SEATS
19i
OCCUPANTS
;L';'~ j-S3- '?1
SEATS
".-
Fireplace a
Alterations a
Septic a
Addition a
Deck a
Finish Attic a
Re-roofing a Porch a
Re-siding a Finish Basement a
16. PROJECT COSTNAlUE
;1k~, ~~ O,~.
17. COMPLETION DATE
t
'ZO O'i)
~
I hereby certify that I have tum ed information on this application which is to the best of my knowledge true and correct. I also certify that I m the owner or authorized agent for
the above mentioned ~rope and that all construction will conform to all existing state and local laws and will proceed in accordance with submitted plans. I am aware that the
buildi fficial can ke ermit for just cause. Furthermore, I hereby agree that the city official or a designee may enter upon the property to perform needed Inspections.
X' ;../-~ 7- 2~6U
Signature Ucense No. Date
FOR ADMINISTRATIVE USE
SETBACKS: Required
Actual
Front
Back
- Side-
Side
MATERIAL FILED WITH APPLlCAnON
SOIL TESTS a ENERGY DATA a
PILING LOGS a PERCOLATION TESTS a
BUILDING DEPARTMENT VALUATION
USE OF BUILDING
\Ie
I
l\1Ew
OFF STREET PARKING
SPACES REO.
SPACES ON PLAN
PLANS & SPECS a
SURVEY a
SETS
COPIES
PERMIT VALUATION
1{" 1 0 0 o. -
.
PLOT PLAN
a
TYPE OF CONSTRUCTION: I " III IV V
OccupancyGroup A B E F HIM R @ U
Division 0 2 3 4 2 _
Permit Fee................................... $ ll'32.. b
ll2.5.cr,=,
t ~4 . 50
City:
Amount Brought Forward .. .. .. .. .. .. ...... $
Park Support Fee ........................... $
SAC ......................................... $
Collective Street Fee ....................... $
Sewer Tap ................................... $
$
Plan Check Fee ..................... ........ $
State Su rcharge ............................. $
Penalty....................................... $
Plumbing Permit Fee .. ... .. . .. . .. .. . .. .. ... $
Mechanical Permit Fee ..................... $
Pressure Reducer .......................... $
Meter Horn ................ .. .. .. .. .. .. .. .. ... $
Water Meter ................................. $
Sewer & Water Connection Fee ........... $
Sewer & Water Permit .................... ". $
."...
Certificate of Occupancy
Issued
....... . $
uilding Permit When ~'t.
Date S ()()
r
-
This Appli .
By
24 hour notice for all inspections 447-9850
~
The Cenler of the Lake Country
White - Building
Canary - Engineering
Pink - Planning
BUILDING PERMIT APPLICATION DEPARTMENT CHECKLIST
NAME OF APPLICANT ~~ ~O rncL<;..
APPLICATION RECEIVED~o..^j 0'-1) aono
The Building, Engineering, and Planning Departments have reviewed the building permit
application for construction activity which is proposed at:
--kooo c ~~ \21((1' ~
Accepted ~ Accepted With Corrections
Denied R d7t:.-b1l/</.6 s;iJo
Reviewed By: Date:
Comments: I, Sffc PLA-AI"5
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."
Memorandum
DATE: May 11,2000
TO: Jenni Tovar
FROM: Robert D. Hutchins
~~
RE: Prior Lake MiniStorage 6000 Credit River Road SEe
PID 25-901-028-0
Following are the results of the plan review for the Prior Lake MiniStorage. 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 comment is numbered as in the December 14, 1999 plan review
letter.
3.. Submit the Structural Engineers requirements for Special Inspections UBC 1701.5.
The applicant has meet all conditions of the site review. After the above item is received,
the Building Department will be able to sign off on the building permit. The Engineering
Department has signed off on the building permit. The Building Department is awaiting
the Planning Department site review and permit sign off.
PROJECT:
DATE:
TRANSMITTAL
TO:
NS
PHONE:
RE:
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From the desk of ...
JOHN KOSMAS
JOHN KOSMAS ARCHITECT
K K DESIGN
6112 EXCELSIOR BLVD.
MlNNEAPOUS, MN 55416
phone: 952.922.3226
fax: 952.920.2083
pd W~1:80 000c 91 "n~w
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FROM : SNYDER ELECTRIC CO
FAX NO. : 6129202083
-- May. 19 2000 09: 49AM P3
TO: .
PHONE:
PROJECT: - S (J.A PROJECT NUMBER:
RE: ~~ l~oi) ~
ITEMS INCLUDED: ~LJ ~ + '2-~
Po~j
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Fran the deIk d ...
JOHN KOSMAS
ARCHITECT
K K DESIGN
6112 EXCELSIOR BLVD.
MINNEAPOLIS, MN 55418
phone: 952.922.3228
_ 952.820.2083
8S/16/28ae 14:29
SBS82 54
KILL.INGSTAD
lNCaLlTIIUCTIMAL TBI'" Am I_NeTra. 8CH.DUL.
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cell." . 'hull. flI~ r. ......... PE. IlIf .00 -1.1 . 1.2~
"un Intw1IK JIM 8amuellOft (AItpIe Valley) 152 - 431 · 4483
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e18un Int8rtec.
Jim IIImuelaDn
Jim Samuelle"
152 -.g1 - -"I~
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Special ~r: bun MI8rftC
SIte Archlteat (NIl): KJ<. Oulgn
JOhn Kolin..
Cit1 01 Prior Llk.. Mnn_.
BuHdl", Dt..rtlMnC Mf-,....:
o.t.
Name
P"ona N~.
"'rmlt HumMr: .
KK I:SGN 6112 0CEI..SlCR EtVOoMIr\N:PRJ..IS, MN. 55416 (952)922-322c
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05/14/200e 21:42
41485
PA(S!:. t:1:.!
,. . .....
....CIAL ""UCTURAL ,...TING AIID IN.aCTlON KH_DULa
MD.lBT NMII: ..... \.1M ... -1tI:IrqI
LOCATION: .000 C.-I'" Road Pr1o!" La.. MitMMfl
MOl. NO. "11>> - 15
DAft AprI 24. 2000
---- 0..... rr. ", ........, ....... 'MII...-r * . __Met Jritm i
.... Oonflrm 2,100 pIf ClIJ*'llY ~.. MWrfturft one pe' 100 ,,,. It. Br8UPl Iftttl'lK i
......... ""oil MddII .. Ift_ 2' wt'!t* I
intIrwtI. Yfnllnu," one per 100 I
CUIIo,.. at bIDIIl.
00"0"'" floor I f Confftn :tr ."'1tPl - T.-Jng AgMt One (1) 1M af I cyl. ~r 20 CY. I f
I Br",'" '",,'-flee
foLInddDn. ", 3.000 .... llOr I -. II conCtttt, , ~. 14 day I
I
. ...1IOft. ar-.d 21.,_ ; I
i
...~..I ~ -.."..". _".., ....... ........, At ." aDmpI'" priv tD : 8~n I"t."~
... ~ raIt.WI'ent 1*1'(1). 1 i
.... I I
.-uctural ~.... 'I......,' of .,... ........ -.. "'lIE ...rt 01_ _ IIl_n Iftltllec: I
m.".,. .".".. ODfutftM. b.....1 It \lIIfOUa ""'. cI~rlnl .
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MIIhtIt ~ I /IwpIGt ~..... of... T...n.....nt PIotII...1 ... ...., thick.... ~ I 8.""" "*- ~
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I
"'....... i mMIrtII..r.... fa""'. tht:lm.. rI.ph-'t paving. I 1
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""" ".",_. ........... "'.. No.
,.,. LaM Mifti-ItDrw_ Q~ Thorn.. 112 -....7 - ~O
Ttach" '1_. aw-m. ~ In>dcaty aoo - HI · &124
Calli ....,-. QaIy tMU 212 - au - *,
Conlllct. TrachtI R6f!. ICIItInt..t. PI. MN 100 -111- H2.
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MR'" 15 '00 16: 43 ElRAU
:RTEC
P.2
SPECIAL STRUCTURAL TESTING AND INSPECTION ICHEDULE
PJltO.JeCT ~ PrIOt .... MIni ..,."..
LOCATION:
1000 Credit RMr ~ Prior l.ake, MlnnMOta
~OJ_ NO. ~i'O -15
DATe AJ)rll 2/.. ZOO\)
Ipc~.1Oft O.~ TypII aI ~.,... Report ,,"ueney · . ,
i ~fgned Firm J
Sois eol"tInn 2,600"'___ Oa;lt:hftbal MlIIlmum one per , DO tin. ft. I BrlIur. tmenec I
per .It ""11 trench baGtdlat rnax. 2.' vertical i
I
~ Mftlmum one per 100 t .
cubic )'8'- ef badcftll. I
ConcnrI8 ftoor I Con1lcm de8lgn .....gtt\ - TntIng Agent One (1) at of :s c;yl per 20 CU. "un intartec i
foundation. of 3.000 PI" forftoor I yell. afCOtlCl'llta. 7 day. l' Gay I
faUllddon. ana 21 ., fa.... I
1 I
ReinfolClMent lMpeat ~lac8ment of floor J Speclalln~ At. 85% comp.... prtor to f St'aun Jntertec
,... foutMfldJOn tlWorClment poUr{I). I
,"1. i
;
StructunII IntpICt on." plaoem..,t of ""1 Inspector ObServe InltJalstart afwork end i Braun 'nt~nec; 1
memMrl stn.lrl;tyral cotumMw-.m, at YMiOUa titn. cSumg i
and root membel'l. InatalIdon of membets. I
i
Aaphalt paYing ht,..x plKetnent of b_ TetUn; Agent Proof roR .nd ftrl1 ihtckneas of I 8raun tnter!ec I
t"d .... 8no ....t pauIng . 011.. m..rtll. Varty mix.nd I I
rNltariel. material per ......~ I'Ucknen Of ..... paVIng. I !
-Indiolllll rninJInIn t'lWqUWlO' coord-- _u.o, _ requlnld pe,." oontlltlons.
AOKNOWLEDGMRM'T'S (Initial aIId ..lion.... YOllr Incllvldull fllIft or tIIIe)
IIIrIn 1ncIv1dua1 con......n Phone No.
".. Inltfat
Owner: Prior Lake MinJ4tof8ge GIllY Thom.. 62 - 447 - 4280
Fab,laator: TNChte Bldg. System I Marc BroelclW 100 - ~. ..1524
I.rwc:tar: Ca" ..., Bldg. GI,., Call 212 - M3 - 9a47
atl1lOt. mngr: Contact. Tracht. Ftolf T. IQliftgstad. PS. UN 800 - 368 .. 682'
Geottchmcal: Br1Iun ~ Jun 8amuelton (.6.pple V"I~ 062 .... ~ 1 .. 4403 ~
Tldng ...nt: !Sraun Intsrtec' Jim Semuelaan 852-431-4493 Sf 16/110 W
Spec:lallntlpectDr: Sraun Intenee .1m Samuellor\ 9~ - 431 - 40413 ~}~m ~s
.. Archlteet (..): K.K. CUGn JOhn Ka.m.. '52 - 822 - 3226
Cit)t 0' PrIot Laic.. NlftMHIta
.uHding DeleltnWftt AeoIt....~:
Cat.
Nlme
~"on. No.
Permit Number: .
l<K rsGN 6112 OCELSO< BL'vDoMIN\lEPFO..IS, tv1N. 55416 C(52)9?2-322c
ld ~":6a mee S~ ."ww
~19 : WO'oI *,.;1
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cd WtHt:80 000C 9t 'new
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03/10/00 TUE 08:6& FAX 80&
/251
~oo~
SPECIAL STRUCTUAAL TESnNCI AND IN8..CTION 8CHEDULE
~ ~: PrIef'La.. MH - ..ra..
LOCATION:
1000 eMI'" RCNIcI
PrIor 1A1ce, Mlnft....
....Q.I. NO. 9110. l'
DATE April 24, 2000
--=...... ~n T7pe.,..... ~ __It JI....~ · Aai.nad Finn ;
101. Conftrm 2,saO ,., C8Pac:ttr Gaoe.chnfcat Mlnmum one ~..1aa IIn. ft. Braun )"ter1ee
plr .ft, Npart. nncII ~.CIdIIIIt tn... 2. wrtlcal
~...... Mininum on_ per 100
cutIk: ~nIa ., Mc1cfII.
COMrWftoorl Conft'm ",n shngth - T..&in. Atent 0". (1)" fA 3~. De, 20 CII. 8ra;n Intenee I
I
faundatiort. of s,aoo ,..t. fer tlaer I I yet.. of cancntt8, 7 Ut, 1~ day
feUnda_. I and II day...
N.infarcemant ~ct pl.Gem..t of floor' ....lnIpeGtor At 85% compte.. Jtrlor " Braun l:'1tar+.ac:
8..1 fa_dart rwIntnMlant f*lf(I).
....
Stnldural Inapect andl placement af .....IIn.,...,r OINleMt "'1ttIi etlItt of work and Braun I"tert.c
mllfftbera .aruotur.1 cab......., -..m. at wria... tlm_ durin;
and ra'" m...... 1ft..'iII'" ", m.m"''''.
AlC>>haIt paving Inep8ctpltlC:8lMntofba- Tadnl Alent praat roll ,net ~ !hick".. of Sra\ln Intertec
and bII.. and .-phalt.... ... malllMI. ,,-rIy m br end
",8tlrla1. metlrlal par 101. rwport. thldt".. of ..,tw1t pav!ng.
. inti..... .......... ....., !:._............cr - ....ulNId par .... candltlone.
ACKNOWU!DCI,.,.-re (In"C...d ... __,.Ilta YeIII' .......... """ or title)
PIrm -..w............. ~ Ph_ No.
"'rID. ~............ GlII!I TllClm_ </ftI" ~ ~T - 4210
TrlIChllllld\l. Sya\llntl Marc Brot:II.~VJJ1 800 - 3H . 1124
calle Mllal Bldg. Gary C.U 282 - 553 · 1147
Can.1I . ,.,.hlll Rolf !'. ICiIlingatadl PEl MN ioo - 358 · 682A
....un lntel1K Jim Samuel." ~pt. VaHey) "2 - 4:11 - ~83
Date .".aI
OWner:
~ ~J~'c;ro
FertcdDr:
Iinctor:
-....ct..",1':
G..eec"ftlC.l~
SttII Arch"'. (MNl: K.K. o.t;1'\
Jim SIImuellon
Jim .......,.....
'Jahn kMma.
112-~J1 .A44Q3
H2-4S1-~!
112 - 122 - 3228
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pMon. No.
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KK teGN 6112 OCEL.SIO< B...VOoMINNEACQ.lS. MN. -55416 C:;5/Jy22.-322~
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NAME~FA~kUCANT............Q,LV.\ly~I~..rbC~
APf)qCATtON RECE'VED--1fj(A~l()41. } . .~.OD.O
...~".~;t;~~'?):-_'/:\ J :.,", ,
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'~~.'~IIW.:"'\ ..
. ",.........,.,...,.............".,..
Pittl('."";fl~D(:" ,
The, Building, Engioeer.ing,.and Planning Departments have . reviewed the building pe'rmit
application fOr. construction activity which is proposed at:
(0 000 .' (~ x'{ ct.'\- . .1?\~ eo.~
V
Accepted
Accepted. With. Corrections
Denied (). J
Reviewed By: . .. .......... kJ;.~~. Date:. . -s-II~ciJ . ..
Comments: ~V("II.Phit.iuJ IJ1 ~~517Jra~ fn},/b/~
fcJbfrc.. Cl.ddrls,.<;, $Y~ ~ f/Ohih;w' .
Until] lS tD IK (p')c/q-r{)JY1 d
~;cdcJ. .w rno-M ..e-1{I'bitnJ-
'iSl LiJhf ftJlthiJ5h1' YhC(,Xl~
~~f; I'Ccpir' ~rt:4/c, f<rm,'ts
SuSr-k f/AA F.~k Ji:qf-(YfF:
- Sofbe4~ -Oft:., UUUk.~i\j Jt-X/5hl'l). {J,dlJf-tJP-
fa,14flj - d<.. .p YhfU'YflvSJ/r~ -OJ<!.., LiptiNj -ok-.
()Jt-d(;w · SdlYt'<.if--" mo-f's chd/'ttcJn& ~ d~ ~ Ie
~~ ~ All &"~ 'jrnprM~(s I it\C.I~c"';nj ,. Iv k ~k I-ti ~''i11' 1;; J~t, of- CArly
liThe issuance or granting of a permit or approval of plans, specifications and c'.0.. -
computations shall n.ot be.construed to be a permit for, or an approval of, any violation or C. +c~,
any of the provisions of this code or of any other ordinance of the jurisdiction. Permit~ I".. ,
presuming to give authority to violate or cancel the provisions of this code or other
ordinances of the jurisdiction shall. not be valid.1I
J
The First National Bank ofWaconia
53 W. Main, P.O. Box 85
Waconia, MN 55387-0085
6121442-2265
Irrevocable Number: 86144
Standby Letter of Credit
Expiry Date and Place for Presentation of Documents
Expiry Date: 2:00 PM - May 5, 2002
Place for Presentation: 53 West Main Street
Waconia, MN 55387
Place and Date ofIssue: Waconia. MN May 5, 2000
Applicant: (Account Party)
Prior Lake Mini Storage, Inc.
6000 Credit River Rd. SE P.O. Box III
Prior Lake, MN 55372
Advising Bank: Ref. No.
Beneficiary:
City of Prior Lake
16200 Eagle Creek Ave. SE
Prior Lake, MN 55372
Partial Draws: 181 allowed 0 not allowed
Partial Shipments 0 allowed 0 not allowed N.A.
Transshipment 0 allowed 0 not allowed N.A.
Amount: Aggregate usn 6,250.00
o Insurance covered by buyers N.A.
181 by payment at sight
o by deferred payment at
o by acceptance of drafts at
o by negotiation
Shipment as defined in VCP 500 Article 46 N.A
From:
For Transportation To:
Not Later Than:
Against the documents detailed herein:
181 and Beneficiary draft(s) drawn on:
The First National Bank ofWaconia
I. The original of this letter of credit.
2. Draft(s) drawn under this Letter of Credit must
A. Be signed by the beneficiary.
B. Bear on their face a clause "drawn under First National Bank of Waconia Standby Letter of Credit No. 86144
dated May 5, 2000".
C. Be accompanied by the Beneficiary's written statement, signed by the appropriate city official, certifying funds
drawn hereunder are drawn due to the Account Party's failure to complete the landscape improvements on the
property located at 6000 Credit River Rd. SE, Prior Lake, MN as specified and approved by the City of Prior Lake.
3. Any draw hereunder is limited to landscaping, including, but not limited to, sod, seed, trees and. other plantings and
materials pursuant to the site plan prepared by KK design as revised 3-29-00.
Documents to be presented within N .A. days after the date of shipment but within the validity of the credit.
We hereby issue the Irrevocable Documentary Credit in your favour. It is subject to the Uniform Customs and Practice for Documentary Credits
(1993 Revision, International Chamber of Commerce, Paris, France, Publication No. 500) and engages us in accordance with the terms thereof.
The number and the date of the Credit and the name of our bank must be quoted on all drafts required. If the Credit is available by negotiation,
each presentation must be noted on the reverse side of this advice by the bank where the Credit is available.
This document consists of I signed page( s)
OyC'iJ~ i(l, r/~.
Th~ ("~ntl'r of th~ L.k~ Country .
White - Building
Canary - Engineering
Pink - 'Planning
BUILDING PERMIT APPLICATION DEPARTMENT CHECKLIST
NAME OF APPLICANT . CbQJ- \/ ~O\'hCLS
APPLICATION RECEIVED _lYJ o..^/ 0 LJ ) a 00 0
The Building, Engineering, and Planning Departments have reviewed the building permit
applicatiotl for con~truction activity which is proposed at:
. ro 000 (~, ~ 121'{if. :e.o-GLP)
. Accepted
x
Accepted With' Corrections
'. t
. .-t.
. . Denied
Reviewed By: ~(~ Dale: S~S-CV
Comments: SEE -rHE. IAlFD~~~/ON'. 04] 1J.fE. Rt.tlEAJE:.. S,~E
:i
~EE ,ttmk:.lMEAIn ~ · I. P;^,,~L GaAOE. JA)~P~t!"r,().u J1JF~,.r,<w
.~'
z. "fADslcW C OAJi7l 0 L /'1EI/SiJtU:. S"
"The issuance or granting of a permit. or approval of plans, specifications and
computations shall not be construed to be a permit for, or an approval of, any violation of
any'of the ,provisions of, this code or of any other ordinance of the jurisdiction. Permits
presuming to give authority to violate' or cancel the provisions of this code or other
ordinances of the jurisdiction shall not be valid.'t
TO:
PHONE: FAX:
PROJEC~ 1b/1Jl.~JECT NUMBER: ~S
RE: ~ ~~
ITEMS INCLUDED: ~. ~t~ I I · II Xn .... t(2-)C.l\ c,,&.. ~.
~,
~ 11f-e, 00ft:l) ! fl-#:.VlSe!J
f'~ fl'e.-, M I AJ (- S;{;1eAbf:;,
~ IJG? ~ 'e(Jll.,f)l Ab I , l(Jl:,
~ ~ ~~.
---
;
~ l.()l~ ~ 6(U~~ d--
tJ\LAA~1 ~ .
From the desk of ...
JOHN KOSMAS
ARCHITECT
K K DESIGN
6112 EXCELSIOR BLVD.
MINNEAPOLIS, MN 55416
phone: 612.922.3226
fax: 612.920.2083
/--
--
BUILDING CODE EVALUATION / ANALYSIS
PROJECT NUMBER:
9910 -15 DATE:
REVISED
PRIOR LAKE MINI - STORAGE
~
5/08/2000 ~
PROJECT TITLE:
LOCATION:
6000 CREDIT RIVER ROAD
PRIOR LAKE, MINNESOTA
CODES:
Uniform Building Code
State of Minnesota Building Codes
Edition 1997
Edition 1998
USE/OCCUPANCY CLASSIFICATION:
Chapter 3, Sec. 311, Div. 1
Occupancy Group 5-1, Moderate hazard storage - Storage of
Combustible materials not classified as Group 5-2 or as Group H
Occupancy.
SEPARATION REQUIREMENTS: Chapter 3
Occupancy separation
Required
N/A
Provided
N/A
ALLOWABLE BUILDING AREA: Chapter 5
Type II N, 12,000 square feet. (Without yard area increases)
Type II N, 24,000 square feet. (Area increase - Sec. 505.1.2
separation on three sides allows 100 percent increase).
Type II N, 18,000 square feet. (Area increase - Sec. 505.1.1 ~
separation on three sides allows 50 percent increase).
ACTUAL BUILDING AREA: (Three buildings per group, three groups)
Group 5-1, Main Level (0.5. Walls)
Two groups @ 19,000 square feet (wI separation on three sides).
One group @ 20,700 square feet (wI separation on two sides). .-
Sec. 505.3 T Bldg. on same property; Exception: Two or more buildings on
the same property may be considered as portions of one building if the
aggregate area is within the limits of sec. 504 for a single building.
Note: The original buildings constructed on the south portion of the .:ft
property are non-conform ing since they where constructed exceeding the
allowable 18,000 square feet. The new buildings and those constructed
during the second phase of the project on the north portion of the property
will not contribute to the previous non-conforming construction.
ALLOWABLE BUILDING HEIGHTS: Chapter 5
Two (2) stories, for Type II N, 5-1, building complies with Tables 5A and
58.
ACTUAL BUILDING HEIGHT:
One store, approximate peak height 10 feet
TYPE OF CONSTRUCTION: Chapter 6
Type II N
KK IEGN 6112 EXCELSIO< BLVD 0 MINNENUIS, MN. 55416 (952)922-3226
,~
BUILDING CODe EVALUATION I ANALYSIS Page 2
Revised 5 I 8 I 2000
PROJECT TITLE: PRIOR LAKE MINI - STORAGE
FIRE SUPPRESSION SYSTEMS: Chapter 9 - Fire-Protection Systems.
Not required since water is not available.
FIRE EXTINGUISHERS:
Extinguishers provided at exterior of building in cabinets. Location(s)
currently shown at 100 foot intervals per building face. When two
buildings face each other they only occur on one building face.
Coordinate final location wi Prior Lake Fire Marshall and Building OffICial.
Extinguisher type and size: 10# , ABC extinguisher.
FIRE LANES:
Site is provided with twenty (20) foot fire lanes at all areas of the site,
including no parking signs.
OCCUPANT LOAD: Chapter 10
Not applicable since buildings are not occupied.
NUMBER OF EXITS: Chapter 10
Not applicable since buildings are not occupied.
CN'ACrrY OF EXITS: Chapter 10
Not applicable since buildings are not occupied.
EXIT TRAVEL DISTANCE: Chapter 10
Not applicable since buildings are not occupied.
FLOOR LOADS:
Slab on Grade
Required
100 psf
Provided
100 psf
ROOF LOADS:
General building
Required
40 pst snow load
Provided
40 psf
PLUMBING FIXTURES: Chapter 29 and Appendix Chapter 29.
Not applicable since buildings are not occupied.
ACCESSIBILITY REQUIREMENTS: State of Minnesota and UBC
Not applicable since buildings are not occupied.
NOTE: The buildings have been reviewed for compliance with the State of Minnesota
Building Codes, and Uniform Building Codes. At this time no changes are recommended
and the buildings carry the Certification of a State of Minnesota Structural Engineer and a
State of Wisconsin Architect.
I HEREBY CERTIFY THAT THIS PlAN, SPECIFICATION, OR REPORT
W~ PREPARED BY ME OR UNDER MY DIRECT SUPERVISION AND
THAT I AM A DULY REGISTERED ARCHITECT UNDER THE LAWS OF
~~
JOHN PETER KOSMAS
DATE 5. f ,()u
REG. NO. 21578
KK IEGN 6112 EXCELSIO< eL\;[)oMINNEf\CClIS, MN, 55416 (952)922-3226
--
~
SPECIAL STRUCTURAL TESTING AND INSPECTION SCHEDULE
LOCATION:
6000 Credit River Road
Prior Lake, Minnesota
PROJ. NO. 9910 - 15
DATE April 24, 2000
PROJECT NAME: Prior Lake Mini - Storage
Specification Description Type of Inspector Report Frequency * Assigned Finn
Soils Confirm 2,500 psf capacity Geotechnical Minimum one per 100 lin. ft. Braun Intertec
per soils report. trench backfill at max. 2' vertical
intervals. Minim um one per 100
cubic yards of backfill.
Concrete floor I Confirm design strength - Testing Agent One (1) set of3 cyl. per 20 cu. Braun Intertec
foundation. of 3,000 psi, for floor I yds. of concrete, 7 day, 14 day
foundation. and 28 day test.
Reinforcement Inspect placement of floor I Special Inspector At 95% complete prior to Braun Intertec
Steel foundation reinforcement pour(s).
steel.
Structural Inspect onsite placement of Special Inspector Observe initial start of work and Braun Intertec
members structural columns, beams at various times during
and roof members. installation of members.
Asphalt paving Inspect placem ent of base Testing Agent Proof roll and verify thickness of Braun Intertec
and base and asphalt paving base material. Verify mix and
material. material per soils report. thickness of asphalt paving.
* Indicates minimum frequency coordinate frequency as required per site conditions.
ACKNOWLEDGMENTS (Initial and date alongside your individual finn or title)
Finn Individual contact person Phone No. Date Initial
Owner: Prior Lake Mini-Storage Gary Thomas 952 - 447 - 4280 !S:lLd.;r;
Fabricator: Trachte Bldg. Systems Marc Brockley 800 - 356 - 5824
Erector: Calls Metal Bldg. Gary Call 262 - 553 - 9947
Struct. Engr: Contact @ Trachte Rolf T Killingstad, PE, MN 800 - 356 - 5824
Geotechnical: Braun Intertec Jim Samuelson (Apple Valley) 952 - 431 - 4493
Testing Agent: Braun Intertec Jim Samuelson 952 - 431 - 4493
Special Inspector: Braun Intertec Jim Samuelson 952 - 431 - 4493
Site Architect (MN): K.K. Design John Kosmas 952 - 922 - 3226 ~~
City of Prior Lake, Minnesota
Building Department Acceptance:
Date
Name
Phone No.
Pennlt Number: .
KK [EGN 6112 EXCELSIO< BLVDoMINNEIfClIS, MN. 55416 (952)922-3226
--~
---
SPECIAL INSPECTION REPORT
DATE
PROJECT NAME:
Owner:
Contractor:
LOCATION:
PROJ. NO.
INSPECTION (S) REQUESTED BY:
LIST OF INSPECTIONS AND COMMENTS:
Inspection by:
Date:
KK [SGN 6112 EXCELSIO< Ei.'vDoMINNElfCtIS, MN. 55416 (952)922-3226
----..
&7r
~.
April 19,2000
John Kosmas
KK Design
6112 Excelsior Blvd
Mpls, MN 55416
RE: Prior Lake Mini-Storage Site Plan Review
Dear John,
The following are items to be addressed prior to Site Plan approval and application for a building
permit:
Zoning Issues
1. Need 6' solid wall or fence around outdoor storage area. Need to relocate some of proposed
coniferous plantings to east side for complete screening.
2. Indicate rear yard setback to storage and drive area. 30 feet required.
3. Need lot area and building coverage information.
4. Need impervious surface coverage. This includes all parking areas. Cannot exceed 30% on
the lot being developed. If the existing coverage is over 30%, can keep coverage that is
existing. For purposes of this development, the existing buildings are non-conforming with
respect to impervious surface (over 30%), and are located on a defined portion of the lot,
once a separate lot. Therefore, the existing non-conformity can remain as is unaffected by
the proposed development on the overall site. Section 1104.306 allows for industrial site to
have up to 75% impervious surface with conditions. One of those conditions is that the site
be served by municipal sewer and water. Municipal sewer and water is not available.
Section 1101.505 also requires structures intendedfor human use/occupancy be served by
municipal services. Considering, the proposed development is not intended for human
use/occupancy, connection to municipal utilities is not required. It is our interpretation, as
long as the other conditions as stated in the Shoreland Ordinance (Section 1104.306
Impervious Surface) are met, the impervious surface can exceed 30% for the total site being
altered/expq.nded, as .long as the impervious surface for the proposed development portion of
the lot is under 30%.
5. Parking 1 stall for each 10 storage compartments and 1 stall for each 20,000 square feet of
outdoor storage is required. Need parking plan.
6. Landscape plan doe~ not need to be prepared by registered landscape architect. 1 Tree per
40 feet of site perimeter is required. Credit for existing 2 ~ caliper inch trees may be given.
Species must be on tree list in ordinance. Need perimeter and survey of both lots as
combined. Based on tree inventory submitted, there should be enough existing trees on site
to satisfy the requirement. A letter of credit for 125% of the landscaping costs will be
required.
16200 Eagle Creek Ave. S.E., Prior Lake, Minnesota 55372-1714 / Ph. (612) 447-4230 / Fax (612) 447-4245
AN EQUAL OPPORTUNITY EMPLOYER
7. Need luminare plan.
Notes:
> Inoperative vehicles or equipment or salvage is not permitted.
). Utilities are to be underground.
). Signs require separate permits.
> Architectural materials to match existing structures.
). Lighting to be no more than 0.5 to 1.0 foot candles at the property line.
Engineering Department comments:
8. The existing elevations (contours) a minimum of 50 feet around the perimeter of the property
have not yet been shown on the cu"ent grading plan, these need to be shown. Also, the
existing contours do not tie into the proposed contours at the south side of the site near the
pond. Show how this will be graded.
9. The existing wetlands need to be shown on the grading plan. These are indicated on the
Phase 1 Site Plan.
10. The stormwater calculations need to be revised and updated. The pond, as shown on the
grading plan, does not meet the same volume requirements as shown on the Phase 1 Site
Plan. The UStormwater Management Pond #1 " calculations shown on the Phase 1 Site Plan
are confusing and not readily understandable. Do to pending litigation over drainage to
Markley Lake, these calculations need to be revised and presented in a clear,
understandable format. Existing and proposed calculations should be shown for the 2, 10
and 100 year - 24 hour storm events. The normal water level and the 100-year water level
should be shown on the pond.
11. Removal of the concrete spillway in the middle of the site on the west side of the property
should be looked at. Ifit is left as shown on the grading plan, there will be 2.5 : 1 slopes in
the swale which are to steep. The grade as shown is 1.0%, which is toflat. A catch basin
with plastic pipe would be a much better way of draining this area to the pond.
12. The siltfence detail should be uheavy duty" per MnDot standards.
13. Additional siltfence should be shown on the west and south sides of the site.
14. Grading plan needs to be signed by a registered engineer.
BuDding Code Comments:
15. Submit signed architectural and site plans.
16. Submit the Structural Engineers requirementsfor Special Inspections UBC 1701.5. See
enclosed.
17. Indicate co"ect proposed building locations on Certificate of Survey to coincide with Site
~ Plan. Also dimension 1. ocations of existing and proposed building on Survey or Site Plan.
& Provide a Code analysis on the buildings and site.vAr~,.-.l CoM:.JI~ ~
The following are additional comments:
1. Install a Fire Department lock box at front gate.
2.. TBS Cover Sht: change 1994 Code to 1997 Code and design to match.
".......,
Please let me know if you have any questions. Once we receive revised plans, we will re-review
the project and offer additional comments or approval to apply for a building permit.
Sincerely,
~J~
Planner
Cc: Sue McDennott, Assistant City Engineer
Robert Hutchins, Building Official
Memorandum
DATE:
TO:
April 10,2000
FROM:
Jenni Tovar ~
Robert D. Hutchins ~
Prior Lake MiniStorage 6000 Credit River Road SEe
PID 25-901-028-0
RE:
Following are the results of the preliminary plan review for the Prior Lake MiniStorage. 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 14, 1999 plan review letter.
1. Submit signed architectural and site plans.
3.. Submit the Structural Engineers requirements for Special Inspections UBC 1701.5. See enclosed.
4. Indicate correct proposed building locations on Certificate of Survey to coincide with
Site Plan. Also dimension locations of existing and proposed building on Surveyor
Site Plan.
5. Provide a Code analysis on the buildings and site.
The following are additional comments:
10. Install a Fire Department lock box at front gate.
11. TBS Cover Sht: change 1994 Code to 1997 Code and design to match.
The applicant has addressed the first items and is now ready to apply for a building
permit.
Bw-
CITY OF PRIOR LAKE
ORC PROJECT REVIEW CHECKLIST
PROJECT NAME: Prior Lake Mini-Storage
A revised application for site plan review for the addition of four
buildings.
APPLICANT: Gary and Annette Thomas
CONTACT PERSON: John Kosmas (612) 922-3226
SITE INFORMATION
PID#: 25-901-028-0 and 25-901-023-1
LOCATION: 6000 Credit River Road
EXISTING ZONING: 1-1 (Industrial) SO
DISTRIBUTE TO:
Frank Boyles x Bud Osmundson
City Attorney X Sue McDermott
Ralph Teschner Jeff Evens
Paul Hokeness Lani Leichty
X Don Rye
X Jane Kansier
X Jenni Tovar
DNR - Pat Lynch
County Hwy. Dept.
MNDOT
SMDC
Triax Cable
X Doug Hartman
X Fire Chief
Bill O'Rourke
Minnegasco
Watershed Dist.
Telephone Co.
Electric Co.
Met. Council
APPLICATION FOR:
Administrative Land Division
Comprehensive Plan Amend.
Conditional Use Permit
Home Occupation
Rezoning
X Site Plan
Preliminary Plat
PUD
Final Plat
Variance
Vacation
'~M'."'~'''' " ~\
Date Received 3/28/00 Date Distributed 4/2100 Date Due 4/14/00
Complete Application Date Distributed to 4/2/00 DRC Meeting 4/6/00
Date ORe
Publication Date N/A Tentative PC Date N/A Tentative CC N/A
Date
60 Day Review Date N/A Review Extension N/A
Not c:. ~ 6>b ~jRnlll hve. - bv; jdlf)) fJans
- ~ kc hfl'.Cec.R e v~ I UtA, -Iii) n
(oell( e Cf.S-emLnf /mu;l1f. a 5r(~ /J"lt/}f
f:\dept\planning\99files\99sitepI\99-098\referraI2.doc
Page 1
I have reviewed the attached revised request Prior Lake Mini-Storage CASE FILE 99-
098 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
4./ Conditional Approval
Comments:
5tk-
m~c>
Dr=\ltSO
4 /, o/z-ceo
I I
Signed:
Date:
Please return any comments by ADril14. 2000, to
Jenni Tovar, Planner
City of Prior Lake
16000 Eagle Creek Avenue SE
Prior Lake, MN 55372
Phone: (612) 447-9812
Fax: (612) 447-4245
f:\dept\planning\99files\99sitepl\99-098\referraI2.doc
Page 2
FILE CO V
December 23, 1999
John Kosmas
KK Design
6112 Excelsior Blvd
Mpls, MN 55416
RE: Prior Lake Mini-Storage Site Plan Review
Dear John,
The following are items to be addressed prior to Site Plan approval and application for a building
permit:
Zoning Issues
1. Need 6' solid wall or fence around outdoor storage area.
2. Indicate rear yard setback to storage and drive area. 30 feet required.
3. Need lot area and building coverage information.
4. Need impervious surface coverage. This includes all parking areas. Cannot exceed 30%. If
the existing coverage is over 30%, can keep coverage that is existing.
5. Parking 1 stall for each 10 storage compartments and 1 stall for each 20,000 square feet of
outdoor storage is required.
6. Need landscape plan prepared by registered landscape architect. 1 Tree per 40 feet of site
perimeter is required. Credit for existing 2 ~ caliper inch trees may be given. Species must
be on tree list in ordinance. A letter of credit for 125% of the landscaping costs will be
required.
7. Need signif1cant tree inventory and preservation plan.
Notes:
>- Inoperative vehicles or equipment or salvage is not permitted.
> Utilities are to be underground.
> Signs require separate permits.
> Architectural materials to match existing structures.
> Lighting to be no more than 0.5 to 1.0 foot candles at the property line.
Engineering Department comments:
1. Existing elevations and features such as buildings, curb, trees, fencing, etc., on the site and a
minimum of 50 feet around the perimeter.
2. All wetlands on site must be delineated.
3. All existing and proposed easements.
16200 Eagle Creek Ave. S.E., Prior Lake, Minnesota 55372-1714 / Ph. (612) 447-4230 / Fax (612) 447-4245
AN EQUAl OPPORTUNI7Y EMPLOYER
4. Proposed ponding areas must match the drainage calculations. All ponds shall meet current
city requirements.
5. Proposed contours and proposed curb spot elevations.
6. Drainage arrows, direction and percent of slope of all drainage
7. A rip rap area (8' x 20 ') with concrete pad at all curb cuts.
8. Silt fence detail and hydrant detail.
9. Type of concrete curb proposed.
10. Parking lot pavement section.
11. Plan must match Certificate of Survey (elevations).
12. Grading limits.
13. Erosion control.
14. Grading plan must be signed by a registered professional engineer.
Building Code Comments:
1. Submit signed architectural and site plans.
2. Submit a soils report.
3. Submit the Structural Engineers requirements for Special Inspections UBC 1701.5. See
enclosed.
4. Indicate correct proposed building locations on Certificate of Survey to coincide with Site
Plan. Also dimension locations of existing and proposed building on Surveyor Site Plan.
5. Provide a Code analysis on the buildings and site.
6. Provide fire lanes for fire apparatus response. Signage to read :" No Parking Fire Lane by
order of Fire Department". Locate on ends of all new and existing buildings. This would also
include buildings on the front parcel where fire apparatus must travel through. UFC
1001.7.1.
7. Provide fire extinguishers minimum 2AIOBC rated, within 75 feet travel distance of all
areas. UFC 1002.
8. Provide proof of maintenance for maintaining and plowing access road to the site.
9. Provide address numbers to or near buildings. Shall be plainly visible from the street
fronting the property. UFC 901.
Please let me mow if you have any questions. Once we receive revised plans, we will re-review
the project and offer additional comments or approval to apply for a ~uilding permit.
~smc:: jwau
J /, i Tovar
lanner
Cc: Sue McDermott, Assistant City Engineer
Robert Hutchins, Building Official
Enclosures:
Landscape Ordinance
Tree Preservation Ordinance
'\
\
...fSGN 6112 EXCELSI=R BL\IOoMINNENUIS, I~N. 55416 (952)922-3226
DrvlSION OF PC1{) CORFORNION
March 30, 2000
City of Prior Lake
Site 'Plan Review Committee
Attn: Jenni Tovar, Planner
16200 Eagle Creek Avenue Southeast
Prior Lake, MN 55372
Dear Review Committee and Jenni,
The following information is provided for your review of the previously
submitted Prior Lake Mini-Storage project data and drawings. This
information should be included with the previously submitted Site Plan
Application and documents. The original data prepared by Sunde
Engineering and Valley Surveying is to be retained for historical data. The
new information prepared by Rehder and Associates will be the basis for your
final review and permit application. The final boundary survey is in process
by Rehder and Associates, and will be made available for the final permit
application. At this time we are working with their field notes for the grading
plan, tree data and property line location. Prior to construction the west
property line will be staked for reference during construction.
The Architectural drawings have been updated to reflect the final building
locations, sizes, fire extinguisher locations, no parking signs and screening
materials related to the outside storage. The lighting will remain as originally
proposed.
I have included a copy of the previously submitted information sheets along
with copies of the easement and maintenance agreements between Mr.
Thomas and his neighbor. I have also included a copy of your review letter,
dated December 23, 1999, to help follow along with the response information.
If you have any questions please contact Mr. Thomas or myself at, 952-922-
3226.
Th~ ~~
John Kosmas
Information data sheet supplement: Page 1
Prior lake Mini-storage, 6000 Credit River Road
March 30, 2000
The following information is provided as a supplement to the original data
supplied on December 1, 1999.
1. The building area of the new b~ildings will consist of one - 5,000 sf. bldg.,
one - 6,000 sf. bldg., and two - 7,000 sf. bldgs.
2. Group "1" and Group "2" buildings will be 19,000 sf. each group, well
under the allowable 24,000 sf. building area.
Response to the letter dated, December 23, 1999.
Zoning issues:
1. The fence proposed and shown on K.K. Design's drawing will include
installation of Colorado Blue Spruce trees in a staggered pattern to
created a solid non visual screen or barrier to the outdoor storage area.
2. Rear yard set back at the storage areas exceed the minimum thirty (30)
foot setback.
3. & 4. The building lot area is479,825 square feet and the lot area coverage
including buildings and bituminous is 142,800 square feet or 29.76 % lot
coverage of impervious surface.
5. The parking stall requirement does appear to be justified for this type of
application. The tenant or leaseholder of the storage area does not come
on site, park their vehicle and proceed to spend time working on site or
parking and leaving the site for another purpose. The leaseholder
typically drives on to the site, to his or her storage space, parks adjacent
or in front of the storage space, completes a short task of dropping off or
picking up an object from their space, and leaves the site. Cars to do not
come on-site park and remain on site hours. A logical location for any
parking would be along side the fence; this would conflict with the building
and fire departments request to maintain a no parking zone along the curb
and fence line. If the operation changes then parking could be stripped at
the rear outside storage area.
6. At this time I have included the landscape items on our plan, which
includes the new Colorado Blue Spruce trees at the South portion of the
South West corner of the property and the living fence at the west side of
the outside storage area. The tree count as shown on Rehder and
Associates drawings, adequately meet the requirements of one (1) tree
per 40 feet of perimeter distance. The existing plantings will remain.
7. The tree inventory has been taken primarily to satisfy the tree count
requirement. At this time no trees will be removed, therefore replacement
will not be required.
KK DESGN 6112 EXCELSIO< BL\{)oMINN~IS, MN. 55416 (952) 922-322(
Information data sheet supplement:
Page 2
March 30, 2000
Engineering Department comments:
1. Elevations and elements are shown on Rehder and Associates drawings
along with others.
2. At this time no wetlands are designated on this site.
3. Easements are not included on this property. The adjacent property to the
east provides the driveway easement to this property and is noted. The
description is attached.
4. Ponding previously shown and currently shown meets the needs of the
proposed project.
5. Proposed contours and spot elevations will be included on the final
building permit plans, including those shown on today's submittal.
6. Drainage arrows are shown.
7. No curb cuts are proposed.
8. Silt fence detail and location is included.
9. Minimum 8612 curbing is proposed.
10. Pavement section shown.
11. Elevations are being coordinated and will match on Rehder and
Associates drawings. .
12. Grading limits are noted.
13. Erosion control noted.
14. Grading plan is signed and prepared by Rehder and Associates, John
Krausert.
Building Code Comments:
1. Signed site plan and Architectural building review letter will be provided at
time of building permit application.
2. Two copies of the Soils report are included with this submittal.
3. Special Inspections form will be included with the permit application.
~c... S~ So, t..S -
I I
KK D:SGN 6112 EXCELSIO< Ei\;[)o MINNEAFaIS, MN. 55416 (952)922-322(
--
4. Plans note location of buildings and are referenced to the Survey prepared
by Rehder and Associates.
Information data sheet supplement: Page 3 March 30, 2000
Building Department Comments continued:
5. Code analysis will be prepared. and included with permit application.
6. No parking signs are noted on the plans and will be installed during
construction. Placement is at about 1 DO-foot intervals.
7. Fire extinguishers are noted on the plans and will be installed during
construction. Placement is at 75-foot intervals.
8. Maintenance agreement is attached for easement drive at the southwest
corner of the site.
9. Address numbers will be displayed on a new mailbox that will be installed
adjajent to the entry drive.
KK [EGN 6112 EXCELSIO< BL\;[)o MINNEAFC:1IS, MN, 55416 (952)922-322
a.l:SGN 6112 EXCELS,J< BL\;oo MINNEAJ=(lIS, I v IN, 55416 (952)922-3226
DIVISION OF FCADCORFDRAfION
D rn@rnO\Yl.rnn
~31mJ U
December 2,1999
City of Prior lake
Site Plan Review Committee
Attn: Jenni Tovar, Planner
16200 Eagle Creek Ave. S.E.
Prior Lake, MN 55372
Project Name: Prior Lake Mini Storage
Project Location: 6000 Credit River Road, SE
Prior Lake, MN
Dear Review Committee and Jenni,
The following information is provide for use with the Site Plan Review Application
for the additional work which is proposed for the Prior lake Mini Storage property
located at, 6000 Credit River Road, S.E. Enclosed you have the Site Plan
Application Checklist signed by the Owners, Gary and Annette Thomas and the
required fee payment ($300.00). Also enclosed you have the following list of
items:
1. Site plan noting proposed grades, buildings, landscape, fencing,
building and yard lighting prepared by K.K. Design.
2. Current survey by Valley Surveying Co., which has included some
preliminary building information from a previous concept idea. Please
disregard the building information at this time, the current layout
proposed is noted on the K.K. Design plans.
3. Memo from John Krausert, at Rehder and Associates, Inc., who was
requested to review the original site data, hydrologic calculations,
previously proposed and prepared by Sunde Engineering, Inc.
4. Original and previously approved site plan for project including
hydrologic calculations for stormwater ponding prepared by Sunde
Engineering, Inc. Additional notes by the city planner and owner
identifying plantings and landscape features proposed and completed
during the original construction project.
5. Concept prototypical building floor plan and elevations that identify
materials that matching the existing structures, drawings prepared by
Trachte Building Systems, Inc.
6. light fixture cut sheets for both the building wall fixtures and the yard
lights including technical data sheet identifying the photometric data.
7. Information sheet related to the project describing the proposed
building sizes and locations related to the UBC and City of Prior lake
guidelines.
Sincerely,
John Kosmas
Information data sheet December 1, 1999
Prior Lake Mini Storage, 16000 Credit River Road, Prior Lake, MN
The following information is provided to help understand some of the history of
the project and current data for the proposed building addition and expansion of
the outside storage area.
1. Three (3) buildings located in the southeast corner of the property
previously construct by others, sometime around 1985. Existing two
(2) buildings located south and east of the proposed buildings built in
1993 -1994.
2. Proposed buildings included four (4) structures which will be
considered as a group of buildings, which is permitted under the use
as long the buildings meet the criteria of size and type of construction
related to it's occupancy group.
3. Occupancy Group 51, Construction Type UN, allowable area may be
increased based on separation on three (3) sides. Note assumed
property line or separation line noted on K.K. Design plan. All other
distances are greater than sixty feet (60), therefore allowing 100 %
allowable area increase, or building area total per group of 24,000 sf.
4. Fire protection not required under UBC - water not available therefore,
not required under City of Prior Lake requirements.
5. Exits requirements are not applicable since the buildings are not
occupied, only used for storage.
6. The buildings will be constructed of metal wall and roof panels and
metal overhead doors matching the two (2) existing buildings adjacent.
7. The site will be enclosed with cyclone fencing similar the existing. It
will include concrete curb and gutter and bituminous drive areas also
similar to existing.
8. Our recommendation is that evergreens (Black Hills Spruce) be utilized
as the landscape materials and screening in place of the solid
screening noted for outside storage areas. Security of a storage
facility such as this is an issue and if a totally opaque fencing system
was installed it would give no chance for anyone to observe unwanted
visitors on the site. Therefore we recommend the use of the plantings
and cyclone fencing.
9. The drainage patterns originally proposed will be utilized during this
construction phase, with only minor modifications at the west property
line. Concrete spillways will be provided including riprap at the
discharge to help reduce erosion. Erosion control fabric and staking
will be in-place throughout the construction period. John Krausert,
Civil Engineer with Rehder and Associates, has reviewed the original
ponding calculations and the original calculations include the area of
our proposed construction.
If any additional information is required please contact me, John Kosmas, at 922
- 3226.
KK [EGN 6112 EXCELSIO< t?LVDoMINN~IS, MN, 55416 (952)922-322c
CAUTION: When connected to
electrical service, these lumin-
aires carry dangerous voltages.
When replacing lamps or
otherwise servicing luminaires,
observe all precautions usually
taken in handling high voltage
equipment.
. . ',:.. "
INRTALLATION INSTRUCTIONS
For
WPS Mini-Wallprism @
This Lumin~ire is designed for out-
door lighting and should not be
used in areas with limited ventila-
tion or within enclosures with high
ambient temperatures.
tt!OTE: These u nits are for 120 volt
60 Hz input only!
Recessed Box Mounting
1. Aemove Mounting Kit and Install
over recessed boxCD in wall. Be sure
to use gasket to Insure proper
.ea'@.
2. Unhinge retractor<!> and remove
reflector<D.
3. Pull feed lines thru 0/." back hole In
fixture and slip un" over mounting
plate nipple<!) sandwiching O-Ring
gasket@ between fixture and
mounting plate@.
4. Attach locknut and tighten@ se-
curely to firmly compress O-Ring
gasket@.
5. Adjust fixture alignment and
tighten ..t screw<i>. @
S. Make wire splices In aide fixture
using wire nuts. Aeplace reflector,
Install lamp and attach reflector.
0~
--,
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UN 59-00365-000
:....-"..:...~~.;~...
2 Surface Mou.d
@ Listed for
L Wet Locations
· E86021
1i1..... ~
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PRODUCT S".CIFICATIONS
. APPLICATIONS
Security, accent, convenience and perimeter
lighting. lighting over entrance ways and
garage doors, Indoor parking garages,
tunnels. overpasses and alleys,
. CONSTRUCTION
Precision die-cast aluminum housing
finished In Duraplex Il™ bronze polyester
powder. Deluxe glazed porcelain lamp
socket. Field-adjustable for "fine tuning" of
vertical light distribution. Continuous rubber
gasket between housing and refractor
provides a tight "weather-resistant" seal.
Impact resistant IN stabilized polycarbonate
refractor retards yellowing. One-piece "wrap
around" reflector for maximum light
utilization and optimum distribution.
Catadloptic refractor redirects light and
minimizes glare. Hinged and secured by two
captive screws.
ORD.RING INFORMATION
WNPS Series
Mini-Wallprlsm
35 watts thru 100 watts
High Pressure Sodium
OPTICS
Highly specular anodized aluminum reflector
for smooth "down-and-out" distribution.
Asymmetric design redirects available light
into useful 0-60" lone. Refer to Section 12
for photometric data.
BALLAST
Normal power factor reactor ballasts for
120V input (277V available. consult factory).
Refer to Section 12 for electrical data.
INSTALLATION
Precision die-cast aluminum mounting plate
with cast -in knockouts for alignment with all
standard recessed boxes. Allows quick
retrofitting over existing recessed boxes.
one-tapped hole on each side and top for
conduit or photocontrol (1/2" NPS
standard). Complete with closure plugs.
Catalog No. Watts Lamp Base Volts Weight Ballast
HIGH PRESSURE SODIUM
.WNP835NLXL 35 E171B17 Medium 120 Bibs. Reactor (NPF)
.WNPSSONLXL 50 El7/BH Medium 120 Bibs, Reactor (NPF)
. WNPS70NLXL 70 E17/B17 Medium 120 Bibs. Reactor (NPF)
. WNPS101 NLXL 101 B 17 Medium 120 7 lbs. Reactor (NPF)
BALLASTS: All HPS units supplied with normal power factor reactor ballasts for 120V input only. For high
power factor. change Cat. No. suffix from NNlX to "HLXN,
OPTIONS
To order the following factory installed
options. add appropriate suffix to Cat. No.
Suffix
FUSING: In-line fusing to protect HID
circuitry. . . . . . . . . . . . . . . . . . . . . . . . . FS
ACCESSORIES
The following are field installed
accessories. Order by Cat. No.
Cat. No.
PHOTOCONTROL: Ready-to-wire
time-delay for automatic
"dust-la-dawn" lighting. , . . . . . . . . P110A
. Stock Item: Normally carried in factory stock and/or at local regional warehouses.
LAMP
Supplied with medium base lamps. (See
Ordering Information.) Refer to Section 12
{or lamp data.
5IDICD II 21
I
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.;~:~. ".'''':i "'f.t;','~'''':1I
WNPS Series
Mini- Wallprism
..
FOOTCANDLE CORRECTION
Different LampsIWatts
Multiply the following factors times the footcandle values
for changes in lamp wattage.
35W HPS .40
50W HPS .70
lOW HPS 1.00
101 W HPS 1.63
Different Mounting Height
Multiply the following factors times the foot candle values
for changes in mounting height
_!9_Change from la'
New Height 8' la' 12' 15' 20' 25'
Factor 1.56 1.0 .69 .44 .25 .16
-
4MM
The curve drawing is based on a 'row HPS unit
with a coated lamp at 1 A' mounting height.
To Change from 15'
New Height la' 12' 15' 20' 25'
Factor 2.25 1.56 1,00 .56 .28
"'.&I!.....l4
t. l!l "'''''' ,..~" "C..
r..., ,,~.t'~~: .rV;-..~;.~t:'ir~~-~~~
WPC Series
Cut-Off Wallprism
FOOTCANDLE CORRECTION
Different LampsIWatts
Multiply the following factors times the footcandle
values for changes in lamp wattage.
35W HPS .14
SOW HPS .25
70W HPS .36
WOW HPS .59
150W HPS 1.0
lOMAL .34
l00MAL .45
Different Mounting Height
Multiply the following factors times the footcandle
values for changes in mounting height.
To Change from la'
New Height 8' la' 12' 15'
Factor 1,56 1.0 .69 .44
4xMH
The curve drawing is based on a 150W HPS unit
with a clear lamp at 20' mounting height.
2MH 1MH.
1 MH 2MH 3MH
2MH 1MH
, MH 2MH 3MH
I
3MH
'MH
'WI
2MH
2MH
3MH
150W HPS at 10' Mounting Height
lOW HPS at 10' Mounting Height
102 II SlDIGD
Catalog No. Watts
HIGH PRESSURE SODIUM
TLX31NLXL 35
TLXSONLXL 50
TLX70NLXL 70
TLX100NLXL 100
TLX150NLXL 150
METAL HALIDE
TLXSONMAL 50
COMPACT FLUORESCENT
TLX28NFL(!)(J) 28 PLC
VOLTAGE: All units are standard for 120V input.
LAMPS: An units are supplied wilh a medium base HPS lamp. To order units withoullamp, drop "L" in Cat. No.,
i.e.- TLX35NLX.
<D28 watt Compact Auorescent lamp rated for -2QoF.
~Available in High Power Factor ballast. change HN" in Cat. No. 10 "H",
AboVI I Bilow Horizontal Aiming
Type
Catalog No.
PRODUCT SPECIFICATIONS
o APPLICATIONS
Any outdoor floodlighting application requiring
wide beam spread and an architectural,
compact design. Typical applications include
security, accent, recreational and parking lot
lighting.
o CONSTRUCTION
Precision die-cast aluminum housing finished
in Duraplex II'. bronze polyester powder. High
temperature, shock resistant glass lens sealed
to lens frame.
Fully gasketed and capable of above
horizontal airming. Deluxe glazed porcelain
socket pulse-rated for 4KV.
ORDERING INFORMAnON
Lamp
E17
E17
E17
E17
E17
ED17
ACCISSORIES
The following are field installed
accessories. Order by Catalog No.
Cat. No,
PENCIL PHOTOCONTROL:
120V architectural pencil-type
photocontrol with integral swivel.
1/2" NPS arm for external mounting
in 2 or 3 hole cover or surface
splice box ......................... P11 OA
WIRE GUARD.................... ..TLSSO
VANDAL SHIELD . . . . . . . . . . . . . . . . . . . TL552
tij:\ Listed for
~ Wet Locations
TLX Serl..
TwlLlghter
Mini-Flood
28 watts to 150 watts
High Pressure Sodium
Metal Halide
Compact Fluorescent
o OPTICS
Segmented aluminum reflector wraps around
horizontal lamp and provides smooth. wide
distribution.
o BALLAST
All units equipped with Normal Power Factor
Reactor ballast for 120V input.
Base
Weight
Ballast
Medium
Medium
Medium
Medium
Medium
7lbs.
7lbs.
7lbs.
7lbs.
7lbs.
Reactor (NPF)
Reactor (NPF)
Reactor (NPF)
Reactor (NPF)
Reactor (NPF)
Medium
7lbs.
Reactor (NPF)
GX32d-3
7lbs.
Fluorescent ( NPF)
"f
o INSTALLATION
Die-cast aluminum 1/2" NPS threaded arm
with cast -in aiming quadrants. Serrated teeth
locks unit into position.
o LAMP
Medium base E171ED17 lamp supplied with
HID units. 28W Compact Fluorescent lamp
rated for -20oF supplied with TLX28NFL.
[..-j ~_.-.._~
I~l~
mlCI rJ 1-3
PHOTOMETRies
TLX150NLXL, 150W High Pressure Sodium
mounted at 15 ft.
CONVERSION TABLE
for different heights
CONVERSION TABLE
'ff
Height Multiplier
8' 3.51
10' 2.25
12' 1.56
15' 1.00
for dl erent wattages
Watts Multiplier
35W HPS .14
SOW HPS .25
lOW HPS .36
100W HPS .59
150W HPS 1.00
28W PL .10
3
2
o
2
3
SUGGESTED SPECIFICATIONS
Fixture shall be weatherproof outdoor floodlight for
35W to 1 SOW E17 medium base high pressure
SOdium lamp or 28 watt quad base compact
fluorescent lamp.
Fixture shall present a crisp 9" x 6Y:2" x 6" deep
silhouette.
Fixture body shall be made of precision die-cast
aluminum. and finished in architectural dark bronze
Duraplex II'M polyester powder.
Fixture shall be equipped integral (Normal Power
Factor) (NPF) reactor ballast, multi-faceted, semi-
specular, anOdized aluminum reflector for wide beam
lIood light distribution. and a medium base (HPS)
porcelain socket pulse-rated for 4KV.
Fixture shall be enclosed with a clear tempered
glass lens. gasketed with silicone gasketed
cemented to fixture housing and held in place by two
stainless steel retaining clips.
Fixture shall have a die-cast, fully-adjustable arm
threaded 1/2" NPT with cast-in aiming quadrant and
serrated locking teeth.
Fixture shall be Stonco Cat. No. (specify)
r.J STOICD
a GENL YTE company
2345 VAUXHALL ROAD. PO BOX 129. UNION. NJ 07083-0129
TEL: (908) 964-7000. FAX: (908) 964-1404
.January 1993
,.
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t~i.tlla ~tJ~~?<) (~1 t IJU///1fJ,. "fvc~(or. 6~ (~-tJ!~r'';;t
It.Of AJ.(-IYft! (J/J ilc;rJ d..l-OMAtf'lirtr,.Q,
ROAD EASEMENT AND
MAIN'l'EHANCE AGREEMENT
THIS AGREEMENT, Made this 4th day of November, 1993, by and
between JOHANNA BANG, a widow not now remarried, and GARY'J. THOMAS
and ARNETTE M. THOMAS, husband and wife as joint tenants, all being
fee owners of parcels of real estate being served by a common private
roadway and right of way, and wishing to enter into a maintenance
agreement for the upkeep of said private roadway and right of way, do
covenant and agree as follows:
WHEREAS, Johanna Bang is the fee owner of the real estate
,.' -~'. 't,>/~'Ji_ .",~,
. . ~. :.fr~ ,:..(-.,l
legally'described ~s follows, to-wit:
The West 250 feet of the South 1100 feet of the Southwest
Quarter of Section 6, Township 114, Range 21, Scott County,
Minnesota. Subject to a 20 foot driveway easement over and
across the West 20 feet of the South 294.55 fect of the
:Southwest Quarter of Section 6, Townsh~p 114,. Range 21, Scot~
. ~ounty, .~~~innesota. .
WHEREAS , G~';~'.l..i':'~l1omi*~iDd~~'~ij'.t€tl~::JI..~.~: '~~..;,::..r:~~;"~)):~,~':~,.~_~.
._i~~f7(].,eCJ.~f~r;'iie~;~~~:ffl~~~~~~.~j;/'~~:t,+:R~~i.::';~.~,~~+~.; .
''-i~~:' That part of the South 1600 feet of the East Three-
~f the Southeast Quarter of Section 1, Township 114,
Range 22, Scott County, Minnesota lying northerly of the
centerline of Scott County State Aid Highway 112 and lying
easterly of the following described line A: Commencing at the
southeast corner of said Section 1; thence on an assumed "bearing
of North 1021'00" West along the line between the southeast
corner and the northeast corner of said Section 1, a distance of
1251.72 feet; thence at right angles South 88039' West, a
distance of 1875.73 feet; thence South 86011'30" West, a
distance of 84.66 feet to the east line of the west 30.0 feet of
the East Three-Quarters of the Southeast Quarter of said Section
"1; thence North 86011'30" East, a distance of 514.66 feet;
thence bearing south a distance of 704.31 feet to the centerline
of County State Aid Highway #12; thence South 630~7'56" East
along the centerline of said Highway .12 a distance of 73.66
feet; thence beaftng Worth a distance of 412.0 feet; thence
bearing East a dist~~ce of 944.q feet; thence bearing South a
distance of 870.feet; more o~ ~~ss to the centerline of County
State Aid Highway '12 ,4'!and~e-~actual ,point of beginning of the
line to be described; thence ~ari~~orth a distance of 1600
'"
feet and there terminating. EXCEPT the South 513.45 feet of that
part of said East Three-Quarters of the Southeast Quarter lying
e~~,,~~~~:Ly,01r the above described Line A.
~CBL:':12: That part of the East three-fourths of the Southeast
Quarter of Section 1, Township 114, Range 22, Scott County,
Minnesota, described as follows: Commencing at the southeast
corner of said Section 1; thence on an assumed bearing of North
1021'00" West along the east line of said Section 1, a distance
of 1251.72 feet; thence South 88039'00" West a distance of
1875.73 feet; thence South 86011'30" West a distance of 84.66
feet to the east line of the west 30.00 feet of said East Three-
Fourths of said Southeast Quarter; thence North 86011'30" East a
distance of 514.66 feet; thence South a distance of 704.31 feet
to the centerline of County State Aid Highway No. 12; thence
South 63037'56" East along said centerline a distance of 73.66
feet; thence North a distance of 412.00 feet; thence East a
distance of 944.00 feet; thence South a distance of 320.00 feet
to the point of beginning of the land to be described; thence
continuing South a distance of 60.00 feet; thence West a
distance of 250.00 feet; thence North a distance of 60.00 feet;
~p~ng",~att a distance of 250.00 feet to the point ~f beginning.
PARCBIi"3. That part of the Southeast Quarter of Section 1,
Township 114, Range 22, Scott County, Minnesota~ which lies
North of the South 513.45 feet thereof; which lies South of a
line. described as commencing at the southwest corner of Block I,
WHITEWOOD 1ST ADDITION in said Scott County, thence southerly
along the southerly extension of the west line of said Block 1 a
d~stah-=,e of 200.00 feet to tht: poin.t or beginning of t~1".: 13 ne to
be de~cribed, thence Westerly, 'parallel with the westerly
extension of the south line of said Block 1 to an intersection
with the west line of said Southeast Quarter and said line there
terminating; and which lies East of the following described line
and its southerly extension: Commencing at the southeast corner
of said Section 1; thence on an assumed bearing of 1021'00" West
along the east line of said Section 1 a distance of 1251.72
feet; thence South 88039'00" West a distance of 1875.73 feet;
thence South 86011'30" West a distance of 84.66 feet to the east
line of the West 30.00 feet of the East Three-Fourths of said
Southeast Quarter of said Section 1; thence North 89011'00" East
a distance of 514.66 feet; thence on a bearing of South a
distance of 704.31 feet to the center line of County State Aid
Highway Number 12; thence South 63037'56" East along said center
line a distance of 73.66 feet; thence on a bearing of North a
distance of 412.00 feet; thence on a bearing of East a distance
of 944.00 feet to the point of beginning of the line to b~
described; thence on a bearing of North to an intersection with
the north line of said Southeast Quarter and said line there
terminating; EXCEPTING THEREFROM That part of the\South 1600
feet of the East Three-Quarters ~f the Southeast Quarter of
section 1, Township 11~, Range 22, Scott County, Minnesota lying
northerly of the centerline of Scott County State Aid Highway
'12 and lying easterly of th~following described line A:
Commencing at the soutneast 9oi~er of said Section 1; thence on
an assumed bearing of North 10~'OO" We$t along the line between
~/
;:.
the southeast corner and the northeast corner of said Section 1
a distance of 1251.72 feet; thence at right angles South 88039' ,
West, a distance of 1875.73 feet; thence South 86011'30" West, a
distance of 84.66 feet to the east line of the west 30.0 feet of
the East Three-Quarters of the Southeast Quarter of said Section
Ii thence North 86011'30" East, a distance of 514.66 feet;
thence bearing south a distance of 704.31 feet to the centerline
of County State Aid Highway 112; thence South 63037 '56" East
along the centerline of said Highway #12 a distance of 73.66
feet; thence bearing North a distance of 412.0 feet; thence
bearing East a distance of 944.0 feet; thence bearing South a
distance of 870 feet, more or less to the centerline of County
State Aid Highway 112, and the actual point of beginning of the
line to be described; thence bearing North a distance of 1600
feet and there terminating. EXCEPT the South 513.45 feet of that
part of said East Three-Quarters of the Southeast Quarter lying
easterly of the above described Line A.
WHEREAS, Johanna Bang conveys to Gary J. Thomas and Annette M.
Thomas, husband and wife, their successors and assigns, an expansion
of the existing driveway from County Road 12 presently used by
Gary J. Thomas and Annette M. Thomas. Johanna Bang shall herewith
grant a~l .ea.sem~n.t over the West. 25 feet .of the South 3J4. 55 feet of
'L~';"~ ~.'1uthwest Quarter of Section 6, Township 114 North, Range 21
West. This easement is 5 feet wider and 20 feet longer than the
previous easement granted to Gary J. Thomas and Annette M. Thomas.
Any improvements to the easement shall be made at the expense of
Gary J. Thomas and Annette M. Thomas.
WHEREAS, The parties acknowledge that there presently exists a
gravel surface road constructed in conformance to Scott County
engineering standards, which services the above property, and
WHEREAS, The parties acknowledge that they have a non-exclusive
.r
easement for travel over and across said roadway for the purposes of
\
access and egress to their respective:,property, and
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WHEREAS, The parties hereto desire to place of record their
. .,., t: \
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rights and responsibiiities .as tci~a~~tenance of said private road.
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NOW, THEREFORE, IT IS AGREBD:
That the undersigned owners, their heirs and assigns, shall
undertake to maintain, for their mutual benefit, the cost of
maintenance of said road proportional to their individual ownership
to the overall property contained therein.
That Johanna Bang, her successors, heirs and assigns, shall pay
the cost of grading the roadway and for removal of snow.
That Gary J. Thomas and Annette M. Thomas, husband and wife,
their successors, heirs and assigns, shall pay the cost of gravel and
rock as Johanna Bang deems necessary.
'J'hat both parti.ae buT.'~tu ahall each pay one-half (1/2) of the
cost of salt and/or sand if deemed necessary.
That any improvements or upgrades to the road surface must be
un.animouf=lly~g.reed ~4por =:.~. hoth parties.
Theowuers, their h~lrs and assigns, agre~ thaL the maintenDnce
set forth above shall constitute an improvement to their property and
payment for same may be enforced as a mechanic's lien in accordance
with Minnesota Statue without the requirement of pre-lien notice,
however, no major improvement beyond gravel and/or rock, to maintain
the surface, and snow removal and applications of salt and/or sand
shall be undertaken without the expressed, written agreement of the
owners of record.
That this agreement and easement shall be appurtenant to and
I . ,
shall run with the land of the parties hereto, their heirs and
\
assigns, and shall remain in effect.uhtil such time as the roadway is
, f ... .. ~ . ,
accepted as a public road .'".
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IN WITNESS WHEREOF the owners hereby execute this Agreement as
of the date stated above.
JO~~ ~t
Gt1~J~~
Cl ~ '1 ~, rt(L.. .fJ\ :Iho~
Annette M. Thomas
me
, 1993.
B. Traxler, Notary Public,
Scot County, Minnesota.
My Commission Expires: November 6, 1994.
NORBERT" tIWC1.ER
NOTAR't PUlUS-_JlJOtA
SCOTT COUNTY
Mr~"'-""
THIS INSTRUMENT WAS DRAFTED BY:
Steven D. Zard
O'NEILL, TRAXLER & ZARD, LTD.
Law'Building, 222 East Main
P. O. Box 105
New Prague, Minnesota 56071
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RQ1!D EASE.treHT_~
I.'fAI~.~mtA!iC.E AGREEMEM~~
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TSIS AGREE.KJni'T, ~1adl~ thi.s ~tJ.!..... day of November I
between JOBAlmA BA1~G, a wido~ not. now ren:a.:r.ried, and GARY J. THOMAS
and ANNETTE H. THOMAS, hu.~sband and wife as joint tenants 1 all being
feE! owners of pa.r:cets 01; real t:eHta.te bein.q served by a common pri\'atr~
roadway and right of ~...ay, and. wishing to enter in'to a maintenance
agreement for the upke':3p elf sai.d priv'at.e roa.d"t*iay and right of wa.y, do
covenant and agree as fC'lll?ws:
WB.ERBAS, Johanna. Bang il3 the. fee owner of the real estate
legally described ~s follows, to-wit:
Th.e West 250 feet of the South 1100 feat of the Southwest
Qua~.ter of Sl~ctj.on 6 I 'rownship 11:i I Rauge 21, Scot:t Co'u.nty,
Minnesc)ta... Subject t.o a 20 foot dJ:.ivcway easement o'ver and
across the West 20 feet of the South 294.55 feet of the
,Scut.hwest Quarter of Sf1ct,ion 6 I 'Iown.shi.p 114 r R..a.nge 21, Scott".
~Dunty, '.1innesot a...
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WJ.I.eREAS, Gary -. J. :. Thomas and lU,netta M.. Thomas are t.lI~.:'ftie,.'.l~n'e~
'.
~f_~tI~.;~'~~~'f'~'if~'ate-'le9allY ,d-e-sc):ihed ,a.s f'ollows, t:,o~lit,:'
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:'-'i~BLL- 'f1: .... l1hat part of the South 1600 feet. of tha' East Three-
, QUt:Lrt,ers 'of the SCRtt.he.as.t Quarter of Section 1, Township 114,
Range 22, Scott COlJ.nty, Minnesota ly'ing northerly of the
centerline of' Scott County State Aid Highway '12 and lying
easterly of the following described line A: commencinq at the
southeast corne~ of said S~ction li thence on an asoumed bearing
of tto;z:.th 1021; 00" W~~st. along the line between the southeast
corner and i:he nC.rt.heast cor'rl.ez of sa.id Section 1, a dist.ance ':: 1:
1251.72 feet~ thence at right angles South 88Q39' West, a
distance of 1875<<73 feet; thence South 86011'30" West, a
dista.uce of 84.66 feet t.o the east line of the west 30.. 0 feet of
the East Three-Qu<.\rters of the Southeast Qua.rte.c of said Section
. I ""1; thence llort.h 86011' 30"' Ea8t:'f a dista.rLce of 514.66 feet;
thence bearing south a distance of 704.31 feet to the centerline
of County Ste,te A_i..el .Bighwa.x # 12; then.ce SOi,lth 6~,.;;'~i' 56.' East
along the center~ine of said Highway 112 a dist~nce of 73.66
feet; thence beating Nbrth a distance of 412.0 feet; thence
bearing Ea~t a distance of 944.0 feet; thence bearinq South a
distance of 870 feetr more o~ ~~~s to the centerline of County
Stat.e Ai.d r..iiqb~:iY if 12 I .. and ~he;iac:':tual ,point of beginning of the
line to be dl::scri.ced; thence ;..ear-ing .North a distance of 1600
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feet e"~d t.he.re t.erminatinq. Exr..:EP~rthe South 513445 feAt of that
part of said East Three-Quarters of the Southeast Quarter lying
~~..t.~1:.l$._,~.f... the abo'T(~ d-8SC1: .i.bed J~i.ne A.
~-lliThat part. of t.he East;. three-fourths of the Southeast
Quartf..!r of SHc1:;.ic)n 1, Tr:Jwnsb. i.p 114, Range 22., Scott County I
Minn~sota.f described as follows; COltl.lncn.:.;:ipg at. the southea.st
Cf)rner of said Section 1.; thence on an aSf.ilUI1ed bearing of North
1011'00" West. alcng the east line of said Section 1, a distance
of 1251.72 feet: thence South 88Q39'00<< West a distance of
1875.73 feet; thence South 86011'30"'Westa distance of 84.66
feet to the east line of the west 30.00 feet of said Ea~t Three-
Four~hs of sa:td Southeast Qf.la.rte:r; thence North 86"11' 30t' East a
distance of 514_66 feeti thence South a distance of 704.31 feet
to the, center-line of County State Aid Highway No.. 12; thence
South 63037'56" East along said centerline a distan~e of 73.66
f~et1 thence North a distance of 412.00 feet, thence East a
distanoe of 944..00 :feHt; thence. $cut.h a distQ.T1oe of 320.00 feet.:
to the point of beginning of the land to be described; thence
continuing South a distance of 60.00 feet; ~hence West a
distance of 250.00 feet; thence NOLth a distance of 60.00 feet;
~..h.ea.s~...E~.~ :3.. d.is"t.ance of 250.00 feet to the point of be.ginninq.
(PARCEL t3: That part of the S....Jutheast Quarter of Section 1,
Township 114, Rl3.oge 22 r Scot:t County I Minnesota, 'Which lies
North of -the South 513. 45 feet thereof; which lies South of a
line described as commencing at t.:he soathwest corner' of Block 1,
WHIT',EWOOD 1ST ADDITION in si~id Scott County, thence southerly
along the southerly extension of the wegt line of said Block 1 a
dl..st.a.n~e of 20C. 00 feet. to ttH.~ pDi.)-~t ;~f beginniag ot tr'~ lJ ne to
be de:scr-ibed, thenc.e"':'W~aterly, parallel with the weste~ly
extension of the south line of said Block 1 to an intersection
with the west line of said Southeast Quarter and said line there
termir~ating: and which lies East of the foll.ot..ring described linE::
.and its sout.hE~rly e:'(teusion: Commenci.ng at the southeast corner
of said Section 1; thelice on all a$st.uued bearing of 1021' 00 II West
along tha east line of said Section 1 a distance of 1251.72
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feet: thence South 88 39 I' 00" West! a distance of 1875.. 73 feet1
thence South 86011'30" West a distanoe of 84.66 feet to the east
line of the We$t 30.00 feet of the East Three-Fourths of said
Southeast Quarter of said Section 1; thence North 89.11'OO~ East
a distance of 514.66 feet~ th~nce on a bearing of South a
dist:i.nce. of 704.31 feet tc the center line of County Stat.e Aid
Highway Uumber 12; thence Sout.h 63Q37 '56" East along said center'
line a distance of 73.66 feet; thence on a bearing of North a
distanr~ of 412.00 feet; thence on a bearing of East a distance
of 94A . feet to the point of beginning of the line to b~
descr. . thence on a bearing of North to an intersection with
the nG::';; L .l.~ ->':: of said Southeast Quaz.-ter and said line there
ternlinatiT1 :: 'l;f~EPTING TITERf~FROH That part of tbe\ South 1600
feet of t~, . ,..;'t Three.-Quar-';.ers .of the Southeast Qllal.:-ter of
Sec,tlI.:H':I. 1,. 'l<,;;,r:n.shil;> 114:, Range i2, Seott County, Minnesota lyi.ng
nOI:.thE:~rly()f the ~'ente:rline ,of SC()t.t County State Aid Hi9hway
#12 and lying e? :!-tel~l~- of the...._ f~(.)~lclwil1g de$cr.ibed line A:
,. , ' 1.. I' , f · d ~ .. 1 th 0
~om..-rnellc,l,ng'3t. ":~ sc.utu.east ~Ol;!ler 0 sa!. ~ect~on ~ enc:e n
an assum.ed. L"~,:i1..-J; of NCJrth. l(}SJ'OO.1 W.91st al("~ng the line bet...teen
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the southeast corner and the northeast corner of said Section 1,
a distance of 1251.72 feet; thence at right angles South 89039'
'West, a dista.nce of 1875.73 feet.; thence Sou1:h e6'~11'30" West, a
distance of e4.G6 feet to the east line of the west 30.0 feet oi
the East Three-Qua.=t~rs of the Southeast Qua~ter of said Section
i~ thence North 86~11t30" East, a distance of 514.66 feet;
thene~ bearing south 8 distance of 704.31 feet to the cent~rline
of County State Aid Highway #12; thence South 6303:'"5641 East
along the eenterlin'~ of said Highway J 12 a distance of 73 _ 66
feet: thence bear'ing North a distance of 412.0 feet: thence
bearing East a distance of 944.0 feet; thence bearing South a
distance of 810 feet, mor'e or less to the centerline of County
stat~ Aid a~ghway #12, and the actual point of beginning of the
line to be described; thence bearinq North a distance of 1600
feet. and there 1;.et.'ttlin.at.ing. EXCE"PT the South 513.45 feet of that
t1art of said East Thr"ee--Quarters of the Southeast. Quarter ly i.ng
easterly of the above described Line A.
WHEREAS, 30hanna Bi3.Dq conveys to Gary J. Thomas and Annette H.
Thomas, husban.d. and wife., their successors and assigns, an expansion
of the existing drivew.ay from Ctjllnty Road 12 presently used by
Gary J.. -Thomas and Antte'tte M.. Thomas. Johanna Bang shall here~ith
grant ~u .ees~ment ~ver the West 25 feet of the South3J4.55 feet of
'i...L.~ ~tiuth~!est Qual-ter of -':5!~t.ion 6, .township 114 North., Range 21
West. This easement is 5 feet wider' a net 20 teet l0I1ger than the
pre~ious easement g'ranted to Gary J . Thomas and Annette M... ThOJDas.
Any improvements to the easement shall be made at the expense of
Gaxy J. ThoDlas and Annet to M. Thomas.
WBBR2A5, The parties acknowledge that there presently exists a.
gravel surface ;roa.d c.onst:::ucted in conformance to Scott. County
engineering standards, which services the above property, and
WBBREAS, The part:ie:1 acy...nowledge that they have a non-exc~ueive
,.
easement for tra.v\~l ove:t~ and Q,cr05G sa.id rt'Jadway for t,he purposes of
access and egress to their respectiv4"property, and \
; \ ~
Wll:EREAS, The par'C.ies hereto deeilt.c to place of recoI.~d their
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rights and J:e.sponsibi.Lit:~,~s as to ~a[itltenance of said pr-"ivate road.
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NOW, THERH'E'ORi'~, r-r IS AGREED::
'llhat t.he undersi.\Jn.4~d Oy.7rl.EH':'S, theil: heirs and assigns, shall
undet"ta.ke to ma.intain, fl,")r th-r;iz;" Inut.ual benefit1 the cost of
mainten.ance of said road proport.:.ional to th.eir illdividu~.l ownership
to the overall property contained therein.
That Joham.la Bang, b.leJ.- SUGCesiSo.rs, hei.rs and assigns, shall pay
the cost of grading the roadway and for removal of snow.
That Gary J'.. Thomag a.nd Annette M. Thomas, hu.sband and wife,
t.hei.t:- successors, heirs and r.l.ssigns.I" shall pay the cost of gravel and
rock as Johanna Bang deems necessary.
That both pa.rti~~::. f:~~r:".:LL~ ahall each pay one-half (1/2) of the
Ct.,;S't of salt and/or .sand if deemed necessary-
That any improveme.nte l'Jr upgrades to the road surface must be
iJD."3.l1.t,mCUf;J.y c':J.ce.?ci ~""i:l'::i- ~:..: l:-.oth. parttea.
The O~.l..c:rs, their h~{r:::. and assigns, agree that.. t:he m.e.i.n~en6:~ce
set fO;t-th abo"-re. ::-hall cOllstitut.e an ilnpro\7ement to their property and
paytr,ent fO:J: same: may hli! enforced as a mechanio I IS li.en in a.ccordance
with Minnes.ota Statue withOll.t~ tharequirement of pre-~lieu notice,
however, no ~jor improvexnen.t beyorJd gravel and/or rock, to maintain
the surface, and snow re.moval and applications of salt and/or sand
ahall be undQrtaken without the expressed, written agreement of the
owners of record.
That this agreement and easement shall be appurtenant to and
shall run with the land of the parties hereto, their h~irs and
i
,
as'signs, and shall z;-emain in effect ,until. such time as the roa.dway is
. .
accepted as a public road....
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IN WITNESS 'VfBBREOE'i':.he ()~,;'IV..:rs he)'..(~by execute this Agreement as
of the date stated above..
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. 'it -_...-,---.-0~?!4<..----_._--_...__..
3oh~lna Dang 1
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_ AD~<1- c~
Gary :.r. Tr~S
_Cl~~~~~. ~ ~~
Annette M. Thomas
su~scribaq. and sworn to. befo.re me
th.1.s 41(..... day of pot) , 1993.
;, ~ -i T..... -.---.
/ Jd-41~ __.~--
B A Tt'a..A.1.er, ItotaI.:)'" Publ.l..C f
Sc'ot County,. Minnesota.
MyCommissioll Expi.re~~ November 5, 1994.
_1lQ NORBB\T I. TRAXLER '
NO'TW~.J l~&A
V sr...orr COUKiY I
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I... Ill. 'U. tW.-........' t .......lO-
THIS INSTRUMENT WAS DRAF'l\ED BY:
Ste'V'en O. Zard
O'NEILL. TRAXLER .5: ZAHD, 11I:'D..
Law 'Bu.ildiug, 222 ga$t. Hain
P. O. Box 105 .
New Prague, Minnesota 56071
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A Geotechnical Evaluation Report for
Prior Lake Mini Storage
Prior Lake Ivfini Storage 2000 Additions
170m Street East
Prior Lake, Minnesota
Project BODX-00-036
March 27, 2000
Braun Intertec Corporation
BRAUN~
I NTE RTEC
.. ~n Intertec Corporation
6950 West 146th Street, Suite 131
Apple Valley, Minnesota 55124-8520
612..431-4493 Fox: 431-308.t
Engineers and Scientists Serving
the Built ond Natural EnvironmenU'"
March 27, 2000
Project BODX-OO-036
Mr. Gary Thomas
Prior Lake Mini Storage
6000 Credit River Road
P.O. Box 111
Prior Lake, MN 55372
Dear Mr. Thomas:
Re: Geotechnical Evaluation for Prior Lake Mini Storage 2000 Additions, 170" Street East,
Prior Lake, Minnesota
The geotechnical evaluation you authorized on March 9, 2000, has been completed. The purpose
of this geoteclmical evaluation was to obtain subsurface soil and groWldwater infonnation to
assist in designing fOWldations and preparing plans and specifications for the proposed additions
to the Prior Lake Mini Storage.
Summary of Results
Soils
Eight standard penetration test borings were conducted for this evaluation. Six of the borings
were taken within the proposed building areas and two borings were taken in the area of the
proposed drive. The borings generally encountered from 1 to 4 feet of topsoil, bituminous or fill
over glacial till deposits of sandy lean clay to the termination depths of the borings.
Groundwater was encountered in Borings ST-4, ST-5, ST-7 and ST-8 during the drilling
operations at depths ranging from 6 to 17 feet. After withdrawal of the auger, groundwater was
encountered in Boring ST-S at 9 feet and ST-8 at 12 feet. This corresponds to elevations ranging
from about 933 to 939. Seasonal and annual fluctuations of the groundwater level should be
anticipated, especially following spring thaw or heavy rainfalls.
Summary of Recommendations
Based on the borings, the glacially-deposited soils encountered beneath the topsoil and/or fill is
judged to be suitable for fill and/or foundation support. To prepare the building pads, we
recommend that all topsoil and fill be removed from the building and oversize areas. This would
require excavation depths ranging from about 1 to possibly 4 feet. Boring ST -3 encountered
possible fill to about the 4-foot depth, and we recommend this be evaluated during construction.
The on-site sandy lean clays are considered to be highly frost-susceptible. The buOdings are
designed to be supported on a thickened edge slab rather than frost depth footings; thus, we
recommend that sand with less than 10 percent passing the number 200 sieve be placed within
the upper 3 feet of the building subgrade.
Prior Lake Mini Storage
Project BODX-OO-036
March 27, 2000
Page 2
Borings ST -7 and ST.8 were taken in the proposed drive area along the no~ side of the
additions. The borings encountered 1 to 2 feet of topsoil, which we recommend removing. We
recommend that for the drive area that at least 2 feet of sand meeting MnIDOT Specification
3149.2B, "Selecl Granular BorrtJ'W" be placed below the pavement section.
Based on compliance with the above-described soil corrections, it is our opinion the proposed
bU~.\.~.. ....in...... p......:.............c;an.......-==...be... ". :........ ..>.'........ ".' ;;:.{'t~=a.~r. designed for a net allowable soil bearing
pIT! .L.lia:,. .': '. ....', '. .....
. .' . T&~ p~~'" S 'P~~tJ~ 20Q:>PSF
General Remarks C; tOW a ~ L I
~ 00 ~ .~.ll: .~. 'nlOO
Please refer to the attached report for a more detailed summary of our analyses and
recommendations. If we can provide additional assistance or observations and testing servic~s
during construction, please call Jim Samuelson at (952) 431-4493 or Ray Huber at
(612) 942-4831.
Sincerely,
1l~
Ray A. Huber, PE
Vice President
Attachment:
Geotechnical EV*cduation Report
c: Mr. John Kosmos; K & K Design
jmslrah:skg\OOO36\rpt
Table of Contents
Description
Page
A. Introduction........... .................................................................................................. .......................... ~....... J
A.t. Project. ... ...... ....... ... .......... ... ........ ...... ......... ...... ......... ........... ......... .... ......... ......... ............ .........1
A.2. Purpose of This Evaluation .......... ................................ ................ ....... ............ ....... ...... ............ J
A.3. Scope..... ..... ..................... ...... ............ ............. .................. .... ......... ..... ...... ........ ...... ..................1
A.4. Documents Provided ...... ..... .................... ........... ....... ...... ............ ........ ................ .... ....... ..........1
A.5. Locations and Elevations............ ............ ............. ........ ............. ............. ....... ............. ...............2
B. Results........ .... ..................... .......... .......... ..... .......... ........ ...... ......... ...... .............. ........ ........... .......... .......... ..2
B.l. Log of Boring Sheets ............................ .............................. ............... .......................................2
B.2. Soils Encountered........ .................... ...... ................................................... ................... ..... ...... ..2
B.2. Penetration Resistances.......... ............ ................. ............ ........... ........ .............. .... ............. .........3
B.3. Groundwater.. .............. ............................. ..... .................... ...... ......... ................. ..... ..................3
C. Analysis and RccolJUDendations ........... .................... ......... ....... ..... ............ ..... ................. ....... .......... ... ......3
C.l. Proposed Constr\lction. ........ ......... ........ ......... ...... .... ........................... .... ......... ............. ............3
C.2. Discussion.......... .......... ................................ ................... ........... ............ ......... ..........................3
C.l. Site Preparation... ..... ....... ...................... ........................ ....... ..... ............. .......... .........................4
C.4. Site Drainage ......................... .............. ..................... ..... ...... ...................................... ....... ........5
C.5. Pavement Areas.... ........................................ ............... .............. ................ ......... ........ ..............s
D. Constr\lction... ............................ ........................................... ...................... ..... ...... .......... ....... ...... ......... .... 6
D .1. Excavation...................... ..................................... ..... ......... ........ ............ ........... ....... .................6
D.2. Observations.................. ........... .......................... ............ ................................. ...... ..... ..............6
D.3. Backfills and Fills..................................... .................. ......... ....... ...... ............. ............. .............. 6
D.4 . Testing........................ ...... ........... .................................................... ...... ...... ..................... ........7
D .5. Cold Weatl1er Constr\lction ......................................... ............. ........................... ....... ..............7
E. Procedures................................................................. .... ........ .......................... ...........................................7
E.I. Drilling and Sampling ....................................................................... .................................... ....7
E.2. Soil Classifications......... ................................................... ............ ........ ............ ........ ................8
E.3. Groundwater............................................................. ..... ........................ ...................................8
F. General Recommendations......................... ................................................................................................ 8
F .1. Basis of Recommendations ............. ........ ............... ......... ...... ...... .......... ............................ ........8
F .2. Review of Design......... .................................... ............ ..... ......... ............................ ............. ......8
F.3. Groundwater Fluctuations ................. ........................ .................... ............... ......... ............ ... ..... 9
F .4. Use of Report ..... ......................... .............. ............... ........ ........... ........ ................................... ...9
F .5. Level of Care ........ ...... .......... ....... ........... ................... ........ ........... ............................ .................9
Professional Certification
Appendix
Boring Location Sketch
Descriptive Terminology
Log of Borings ST-I through ST-8
BRAUNlM
I NTE RTEC
8. 41ft..... Corporation
6950 West 1 A6th Street, Suite 131
Apple Valley, Minnesota 5512~520
612..431..4493 Fax: 431-3084
Engineers and Scientists Serving
the Built and Natural Environments'"
A. Introduction
A.I. Project
The 2000 additions will consist of four new buildings, two of which are 200 by 3S feet, one at
200 by 2S feet, and one at 200 by 30 feet. The buildings will be single-story, slab-on-grade
struc~res. The buildings will be unheated.
The drive along the west side of the proposed additions will be 4S feet in width on the south end
and tapering to a 30-foot width on the north end.
A.l. Purpose of This Evaluation
The purpose of this geotechnical evaluation was to assist in evaluating subsurface soil and
groundwater conditions at the site to assist Mr. Gary Thomas and his consultants in designing
foundations and preparing plans and specifications for the proposed construction.
A.3. Scope
On March 9, 2000, Mr. Gary Thomas authorized Braun Intertec to conduct eight soil borings at
the site and prepare a geotechnical evaluation report~ Our scope of services was limited to:
· staking the boring locations,
· detennining ground surface elevations at the boring locations,
· drilling eight standard penetration test borings to a depth of 15 to 20 feet below
existing grade,
· returning the samples to our laboratory for visual classification and log-in by a
geotechnical engineer,
· perfonning a limited number of laboratory tests,
· analyzing" the results and formulating recommendations, and
· submitting a Geotechnical Evaluation Report containing Logs of Borings, a
discussion of the subsurface soil and groundwater conditions, and our
recommendations for corrective earthwork, foundation design, and pavement design.
A.4. Documents Provided
Mr. Thomas provided us with a site plan showing the proposed additions. The site plan was
titled, "Prior Lake Mini Storage", prepared by K.K. Design and dated December 2, 1999.
Prior Lake Mini Storage
Project BODX-OO-036
March 279 2000
Page 2
A.5. Locations and Elevations
The site plan provided by Mr. Thomas included the desired boring locations. Braun Intertec
staked the locations based on the dimensions shown on the site plan that are referenced to
existing structures. The approximate boring locations are shown on the sketch in the Appendix
of this report.
Surface elevations of the borings were referenced to the finished floor of the existing 200- by
35-foot building. The fmish floor elevation shown on plan is 951.0.
B. Results
B.l. Log of Boring Sheets
Log of Boring sheets indicating the depths and identifications of the various soil strata, penetration
resistances, laboratory test data and groundwater observations are attached. The strata changes
were inferred from the changes in the penetration test samples and auger cuttings. The depths
shown as changes between the strata are only approximate. The changes are likely transitions and
the depths of the changes vary between the borings.
Geologic origins presented for each stratum on the Log of Boring sheets are based on the soil types,
blows per foot, and available common knowledge of the depositional history of the site. Because of
the complex glacial and post-glacial depositional environments, geologic origins are frequently
difficult to ascertain. A detailed investigation of the geologic history of the site was not performed.
B.2. Soils Encountered
Borings ST -1 through ST -6 were taken in the proposed building areas. Boring ST -1 was taken in
the existing bituminous-surfaced storage area. About 2 inches of bituminous and 5 inches of
aggregate base over about I ~ feet of sandy lean clay fill was encountered at this location.
Borings ST -2 through ST -6 encountered topsoil and fill or possible fill extending to depths of up
to 4 feet. Below the bituminous, topsoil and fill, glacially-deposited sandy lean clay was
encountered.
Borings ST -7 and ST -8 which were taken in the proposed drive area along the west property line.
encountered 1 to 2 feet of topsoil underlain by sandy lean clay glacial till.
Prior Lake Mini Storage
Project BODX-OO-036
March 27. 2000
Page 3
B.2. Penetration Resistances
Penetration resistances in the sandy lean clays ranged from about S blows per foot (BPF) to 27
BPF, indicating the clay soils are in a rather soft to very stiff condition but generally medium.
B.3. Ground\\'ater
Groundwater was observed in Borings ST..4, ST ..S. ST -, and ST -8 between 6 and 17 feet during
the drilling operation. After removal of the auger, groundwater was encountered in Boring ST-S
at 9 feet and ST-8 at 12 feet. Borings ST-l through ST-3 did not encounter groundwater during
the drilling operation or after removal of the auger. Based on the groundwater observations. it
appears groundwater currently ranges from about elevation 932 to 939.
It is our opinion that groundwater is at a depth that should not adversely affect construction.
Seasonal and annual fluctuations of the groundwater levels should be expected. Elevated levels
should be anticipated following spring thaws or periods of heavy rainfall.
c. Analysis and Recommendations
C.I. Proposed Construction
The proposed additions will include four buildings, two of which are 200 by 3S feet, one at 200
by 25 feet, and one at 200 by 30 feet. Finish floor elevation for Building A is 951.88, and
Buildings B, C and D is 950.80. The buildings will be single-story, slab-on-grade metal
structures with a thickened edge slab.
Specific load information was not available at the time of this report. For the basis of this report,
we have assumed relatively light foundation loads, with column loads less than 50 kips and
bearing walls less than 5 kips per foot.
C.2. Discussion
Based on the results of the borings, the existing fill and topsoil are judged to be potentially
compressible and not directly suitable for fill and building support. The underlying sandy lean
clays appear generally suitable for fill and foundation support, however are highly
frost-susceptible. For site development, we recommend an excavationlbackfill method be used
to prepare the building pads. This will involve excavating the existing fill and topsoil from the
building and oversize areas and replacing with engineered fill to establish building subgrade
elevations.
i--
Prior Lake Mini Storage
Project BODX..oo-o36
March 27, 2000
Page 4
Because the structures currently are designed with a thickened edge slab, without frost depth
footings, we recommend that a clean granular soil with less than 10 percent fines passing the
number 200 sieve be used within the upper 3 feet of the building subgrade to limit the potentia)
of frost heave.
C.3. Site Preparation
C.3.a. BuDding Pad Preparation. Below we have tabulated the approximate excavation
depths within the building areas at the boring locations.
Approximate
Anticipated Bottom of
Excavation Depth Excavation
Approximate
Surface Elevation (ft.) Elevation
Boring Number
ST-l 948 2 946
ST-2 949 Y2 2 947 Y2
ST-3 946 1-4* 942-945
ST-4 947 1 946
ST-S 948 1 947
ST-6 949 2 947
* To be evaluated during construction.
The depth of subexcavation willlikely vary between the borings. The maximum depth of
unsuitable soils wil1likely exceed the depths encountered by the borings. Also, it is typical to
excavate ~ to 1 foot deeper than the minimum necessary to clean the bottom of the
subexcavations. The subexcavations should be oversized to provide lateral stability for the
backfill. The bottoms of the subexcavations should be oversized at least 1 foot beyond the
outside edge of the footing for each foot of subexcavation below the bottoms of footing (l : 1
oversizing).
C.3.b. BackfUI and Fill. As previously mentioned, we recommend that at least 3 feet of sand
with less than 10 percent passing the number 200 sieve be placed within the upper 3 feet of the
subgrade in building areas. We recommend that the.sand subpdebe~~bysacJ tracbes
-"' daYIiP.'.:tbe awale along the west property line. This wiD reduce 'ttie.....t of surface
Prior Lake Mini Storage
Project BODX-OO-036
March 27 t 2000
Page S
water that will pond in the clean sand subgrade. The placement of the nonfrost-susceptibJe soil
will reduce the amount of frost heave to the structures.RI p1acecIMJow 3 feet orfiDal.... CIll
be the OR ......, ... claylOila:.' The soils sampled in our borings indicated the moisture
contents of the clay soils are above the optimum moisture content as determined by the standard
Proctor method and wiH'I'equir~Ml'8tiOft and 4fyiA& to achieve the recommended,,~tioD
spc:cif~Uon.
~
We recommend that the on-site sandy lean clays used as engineered fill placed below 3 feet of
final building subgrade be within 4 percentage points of its optimum moisture content. We
recommend the fill be placed in lifts not exceeding 8 to 12 inches in thickness depending on the
type of material and size of compactor used. Each lift should be compacted to a minimum of_~
,pcn:cnt of its maximum-,.dcnsity 8S dehauJined in accordance with American Society of
Testing Materials (ASTM) Test Method D 698 (standard Proctor).
C.3.c. FouDdations~We understand the thickened edge footings will bear at 1 foot below
adjacent exterior grades. If the above-described soil corrections are completed, it is our opinion
the foundations can be designed for a net allowable soil bearing pressure up t....lJbunds per
square foot (psf). This recommended bearing capacity includes a factor of safety of at least 3
against bearing capacity failure.
C.3.d. Settlement. We anticipate total and differential settlement of the foundations will be
less than % inch under the assumed loads. Structures similar to the proposed structures can
generally tolerate settlement of this magnitude.
C.4. Site Drainage
We recommend the site be graded to provide positive runoff away from the proposed structures.
We recommend landscape areas be sloped a minimum of 6 inches within 10 feet of the building .
and that slabs or bituminous drive areas be sloped a minimum of 2 inches in 10 feet around the
perimeter of the buildings.
C.s. Pavement Areas
We recommend that all the topsoil be removed from the proposed pavement areas. Borings ST-7
and ST -8 taken along the west property line encountered from 1 to 2 feet of topsoil.
Laboratory tests to determine the R-values of the clay soils were not included in our scope of
services. Table 7-S.03H of the Minnesota Department of Transportation (MnIDOT) Road
Design Manual indicates these soils typically have Hveem stabilometer R-values ranging from 8
to 20. We have assumed a value of 10 for our design.
I~--
Prior Lake Mini Storage
Project BODX-OO-036
March 27. 2000
Page 6
For the above-subgrade and assumed light traffic loading. we recommend a minimum of 2 1/2
inches of bituminous surface and 6 inches of crushed gravel base be placed over the 2 feet of
select granular borrow. This will result in a gravel equivalency (GE) of about 23.
As noted previously in the building pad preparation section. we recommend that the sand
subgrades be drained with sand trenches daylighted to the west swale area.
To establish grade, the on-site clay soils can be used to a depth of 2 feet below proposed
pavement subgrade. Within the upper 2 feet of the subgrade, we recommend using a select
granular borrow material meeting MnlDOT Specification 3149.2B with less than 12 percent
fines passing the number 200 sieve. This will reduce the amount of frost heave and also reduce
the amount of future maintenance.
Fill placed for pavement support should be compacted to a minimum of 95 percent of standard
Proctor density to within 3 feet of final grade and to 100 percent of standard Proctor density in
the upper 3 feet of the subgrade.
D. Construction
D.I. Excavation
We recommend proper site drainage be provided during construction to prevent ponding of water
in the building and drive areas. Water which is allowed to pond will promote soft subgrade soils
rendering the subgrades unsuitable for structural support. If soft or unstable soils are noted
during construction, these soils should be removed and replaced with compacted mineral soils or
sand backfill.
D.2. Observations
A geotechnical engineer should observe all subexcavations for footings and pavements to
evaluate if the subgrade soils are similar to those encountered in the borings and are adequate to
support the proposed construction. Oversizing of the subexcavations should also be checked.
These observations should be conducted prior to placing backfills, fills or fonns for foundations.
D.3. Backfills and Fills
Site soils which will be excavated and reused as exterior backfills and fills appear to be generally
wet of optimum. It will likely be necessary to dry these soils to achieve the recommended
compaction. We recommend backfill and fills be placed in lifts not exceeding 8 to 12 inches
depending on the size of compactor used.
Prior Lake Mini Storage
Project BODX-OO..Q36
March 27. 2000
Page 7
D.4. Testing
We recommend density tests of backfills and fills placed beneath footings, slabs and pavements.
Samples of proposed backfill and fill material should be submitted to a testing laboratory at least
three days prior to placement for evaluation of suitability and detennination of their optimum
moisture contents and maximum dry densities.
We recommend at least one density test for every 100 cubic yards of backfill placed beneath the
footings, floor slabs and pavements with at least one test for every 2 feet of backfill placed. At
least one compaction test should be taken for every 100 feet of trench backfill at vertical
intervals not exceeding 2 feet.
D.S. Cold Weather Construction
If site grading and construction is anticipated during cold weather conditions, we recommend that
good winter constnJction practices be observed. No fill should be placed on soils which have frozen
or contain frozen soil. No frozen soils should be used as fill. All snow and ice should be removed
from cut and rul areas prior to additional grading.
Concrete placed should be maintained at a temperature in excess of SO degrees Fahrenheit for a
minimum of 48 hours following placement. Concrete should not be placed upon frozen soils or
soils which contain frozen material. Frost should not be permitted to penetrate below footings since
such freezing could heave and crack footings and/or the foundation walls.
E. Procedures
E.I. Drilling and Sampling
The penetration test borings were performed on March 9, 2000, with a truck-mounted core and
auger drill and on March 16, 2000, with a tlotation-tired-mounted drill rig. Sampling for the
borings was conducted in accordance with ASTM D 1586 "Penetration Test and Split-Barrel
Sampling of Soils." Using this method, we advanced the bore hole with the hollow-stem auger to
the desired test depth. Then a 140-pound hammer falling 30 inches drove a standard, 2-inch OD,
split-barrel sampler a total penetration of I 1/2 feet below the tip of the hollow-stem auger. The
blows for the last foot of penetration were recorded and are an index of soil strength characteristics.
Samples were taken at 2 1/2-foot vertical intervals to the IS-foot depth and then at 5-foot intervals
to the termination depth of the borings.
Prior Lake Mini Storage
Project BODX "()()-O36
March 27, 2000
Page 8
.!(t;.
E.2. Soil Classifications
Soils encountered in the borings were visually and manually classified in the field by the crew chief
in accordance with ASTM D 2487 "Unified Soils Classification System" and ASTM 0 2488
"Recommended Practice for Visual and Manual Description of Soils. n A copy of ASTM D 2487 is
attached. All samples were then returned to the laboratory for review of the field classifications by
a geotechnical engineer. Representative samples will remain in our Apple Valley office for a
period of 60 days to be available for your examination.
E.3. Groundwater
Immediately after taking the final sample in the bottom of a boring, the bore hole was probed
through the hollow-stem auger to check for the presence of groundwater. Immediately after
withdrawal of the auger, the bore hole was again probed and the depth to water or cave..in was
noted. The boring was then immediately backfilled.
F. General Recommendations
F.t. Basis of Recommendations
The analyses and recommendations submitted in this report are based upon the data obtained
from the soil borings performed at the locations indicated on the attached sketch. Often,
variations occur between these borings, the nature and extent of which do not become evident
until additional exploration or construction is conducted. A reevaluation oftbe
recommendations in this report should be made after performing on-site observations dwing
construction to note the characteristics of any variations. The variations may result in additional
foundation costs, and it is suggested that a contingency be provided for this purpose.
It is recommended that we be retained to perform the observation and testing program for the site
preparation phase of this project. This will allow correlation of the soil conditions encountered
during construction to the soil borings, and will provide continuity of professional responsibility.
F.2. Reviel\' of Design
This report is based on the design of the proposed structure as related to us for preparation of this
report. It is recommended that we be retained to review the geotechnical aspects of the designs
and specifications. With the review, we will evaluate whether any changes in design have
affected the validity of the recommendations, and whether our recommendations have been
correctly interpreted and implemented in the design and specifications.
Prior Lake Mini Storage
Project BODX-OO-036
March 27, 2000
Page 9
"'Ji.
F.3. Groundwater Fluctuations
We made water level observations in the borings at the times and un.der the conditions stated on
. the boring logs. These data were interpreted in the text of this report. The period of observation
was relatively short, and fluctuation in the groundwater level may occur due to rainfall, flooding,
irrigation, spring thaw, drainage, and other seasonal and annual factors not evident at the time
the observations were made. Design drawings and specifications and construction planning
should recognize the possibility of fluctuations.
F.4. Use of Report
This report is for the exclusive use of the addressee and the copied parties to use to design the
proposed structure and prepare construction documents. In the absence of our written approval,
we make no representation and assume no responsibility to other parties regarding this report.
The data, analyses and recommendations may not be appropriate for other structures or purposes.
We recommend that parties contemplating other structures or purposes contact us.
F.S. Level of Care
Services performed by Braun Intertec Corporation personnel for this project have been
conducted with that level of care and skill ordinarily exercised by members of the profession
currently practicing in this area under similar budget and time restraints. No warranty, expressed
or implied, is made.
Professional Certification:
I hereby certify that this plan, specification or report was
prepared by me or under my direct supervision and that I
am a duly Registered Professional Engineer under the laws
of the State of Minnesota.
?l~
Ray A. Huber, PE
Vice President
Registration Number: 15329
Appendix
upscrlpclve JerminoJpgy
~~~
Sland.reI D 2487 . 83
Clauir..tion of SolIs for Engi...ring Purposes
(Unified Soil ca.....don Syst.etn)
.... .
~ .. A,'I~ ... .... .,...... .....
...... Ill...- ....... 1.111 I r.. 'I ..... · s= r:.-- N.... ·
ii. Crawls a.... ..... c...l. 4.... 1 ~C. 5.3. GW ~ .,...,'
Mare"" 105 fIl .... ...... W tINs · C c4....,Dr1~C ~3. GP pJ
..... ..... ........ WIlt ...... F... CIIIIIIY . .. . ,.. Gal Slhtlf""'"
lIs ......... Oft
No. .. ... Men... 1~ ..... ,..........,. Q Dr Of GC ~--~
t!~ ..... a.... ..... C_!.I....,cC ,!J. SW WII9.... .....'
IOl5 Dr .... of ... .... I" .... · C c. .ftCII. 1 . C . 3. SP ...,'
cSj coerw....... ...... ........ ...... ,.... CIIIIIIfy _.. Dr .... 1M I SIft ....,tN
No. 4 ..... Men'" 1n.... Fer......,. Q Dr Of sc 0.,., .....,...
,,~,-_.- -A- ..., a "'-"-
~h ~c
.. end ca.,. " c .. Of .... ...... -A- 1M , ... i SIt .....
UQuId ..... lkPd .... ......... Ot 0".- _, u-
leu..." so IlI'I8'* c 0.75
""8 lkPd -_ ... 0'iId 0rpNc III u-
;.RN " .... Oft Dr ...... -A. 1M Of F. cav.....
.b! lilts ..... aa,. .......- " pICIG ...... -A- line ..... lIMIk ... .....
!I licpd .....
so Dr ..... UG*t IiIRIl - -- ched c 0.75 OH Orpnlc *1 ......,
CIf9Mic UquId __ .... 01Id 0rg8flic III .......
- . SoftI ~ OfGMk 1IlMIr. llIlNlln CIIIlIr. Itftd oroanIC acIOr '" ....
L .................. .......... 3.. C7~ ....
~. It ,... ...,.. ......... ...... . bauldlrl. . tlaI\. IlCId ......... . ........ . Ilafl. - .. group.....
c. ~ wilt .. ,ft ... ......... S)IIIIIIalI:
GW4M ................, .. .
GW4C .......1ldId ..... .... eIIy
QP.GM 1IOClf11..... .... .., III
GN3C ....11............,
.. SendI__I. '3.... '.... ....,-..:
SWSW --...... unci.....
S\WC ...............,.... clay
SMM ....,......... wilt..
$Po$C pocIfty ..... ........ .,.
e. C. - D..ID. C. - &.-
D. I 0..
r. r tal CIIlfUIN & , '" ..... .. ... ...,. . ..... ......
~. r IlMI darIJIy .. a...... .. ... .,....,. GCGM . sesM.
k. t'r.. "1WII'*o IlCId ... .fII'* .... .. .... .....
i. .. ........& "" .....1lCId .........-- ..........
j. r.--......... pial......,...... tal... a.........,.,..
... It MIl...... '6.. II" ... file. 200. .dd -wllh"'" ., .... p.... . ~ II pr~.
I. r lOlI ....... & 3m' pUs No. zoo. pr.......11 una. IlCId .....,. . p... .....
a. r....... & ~ pUs No. 200. "..........,..... IlCId .p."..,....... MIM.
.. ,,~.. and'" ""........ .A.....
o. "c...,....... .A.....
,. "..,......... -A-....
q. fIl .... ...... .A - ....
-
&
)(
o
~
.5
b
;!
tIl
II
c:
'0 '5 20 30
eo
80 '00 "0
50
50
70
40
Uquid Umlt (U)
Laboratory Tests
DO
wo
MC
U
Pl
PI
P200
OC Orgenic content. "
S Percent or saturation. "
SG Speclfac grevi~y
C Cohesion. pst
o Angle of internel friction
qu Unconfined compressive strength. pst
qp Pocket penetrometer streng.h. tsf'
Dry cMnStty. pcf
Wet densky. pet
Natur.1 moisture content. %
liquid limit. 4X.
PlaRle bmlt. "-
Plasticity Index. "-
% passing 200 sieve
Particle Size ldantlftcallon
8ouIc:ters ............................ over 12-
Cobbles............................. 3-10 12-
Gravel
Coarse ...........................3'.- 10 3-
fine ............................... No.4 10 3/4.
Sand
Coarse ........................... No. . 10 No. 10
Medium .......................... No. 1010 No. 40
fine ..............;................ No. 40 &0 No. 200
Sill .................................... No. 200 10 .005 nun
Clay.................................. less Ihan .005 rnm
Rel.dve Density of
Coheslonl... SoIls
very loose
loOSe
medium dense
dense
very dense
O1048Pf
5 to 10 BPF
" 10 30 BPF
31 10 50 BPF
over 50 BPf
Consistency of Cohesive SoIls
very soft ............................ 0 so 1 BPF
soII...................................2 10 3 BPF
rather soft ............................ to 5 BPF
l'1)8diurn ............................. 6 to 8 BPf
rather stiff ..........................9 10 12 8PF
stiff ................................... '3 10 16 BPF
very stiff ............................. '7 to 30 BPF
hard .................................. over 30 BPF
DrDling Not..
Standercl ~tion test borings were advanced by
3 1/4 - << 6 1/4- ID hoIlow-Mm augers unless naf8d OCher-
wise. Jeldng water was used 10 dean out auger prior to
SIlmpllng orIy where Indic.-cl on logs. Scandatd peneu'ation
teSt borings are desIgnalec:t by the prellx -sr- (SpIlt Tube).
Power auger borings were advanced by 4- or e- diameter.
COrIinuouHligtl. soIid<<em augers. Soil d..lncations and
strala depChS were Inferred from dIsIurbed samples augered to
1he surface and are.lheref<<e. somewhat approximate. Power
aug.. borings are designated by 1M prefix -S-.
Hand auger borings were advanced manual)' wllh. 1 , /2-
diameter auger and were IimltecllO 1he depth from which the
auger could be manual!1, wllhdrllWft. Hand auger borings are
Indicated by" prefix H-.
Sampling: All samples were t..lren with the standard 2- 00
spllt-tube sampler. except where noted. TW Indicates thin.
walled (undisturbed) lUbe sample.
BPF: Numbers indicate blows ~ foot recorded In aandard
penetration test. al50 knOWn as N- value. The sampler was set
e- Into undisturbed soil below the hoIlow<<em auger'. Driving
resistances were then courbd for second and third e-
incrementS and added to get BPF. Where they dlft'ered
signlfica"'y. they a~o reponed In the following form: 2/12 for
the second and third 6- incrementS. re$p8Clively.
WH: WH indicates lhe sampler pen_aled sol under weight
of hammer and rods alone: driving not required.
WR: WR Indicates the sampler peneualeCl soil under weight or
rods alone: hammer weigh~ and driving not required.
Note: All teStS were run in general accordance with appli-
cable ASTM standards.
BRAUNIM
INTERTEC
Rev. 2/97
LOG OF ... ORING
PROJECT: BODX-OO-036
GEOTECHNICAL EV ALVA nON
Prior Lake Mini Storage 2000 Additions
170th Street East
Prior Lake, Minnesota
DRILLER: lClJB
Elev-., Depth
feet feet ASTM
948.0 0.0 Symbol
947.4 0.6 BIT
FILL
2.0
12.0
20.5
CL
CL
METHOD: 3 1/4" HSA, Autolunr.
Description of Materials
(ASTM D2488 or D2487)
2" BITUMINOUS, then SIt AGGREGATE
FILL: Sandy Lean Clay, brown, wet.
SANDY LEAN CLAY, with ORA VEL,
brown, wet, medium to stiff.
(Glacial Till)
SANDY LEAN CLAY, brown, wet, very
stiff.
(Glacial Till)
END OF BORING
Water not observed with 19 feet of
hollow-stem auger in the ground.
Water not observed to cave-in depth of 17
feet immediately after withdrawal of the
auger.
Boring then backfilled.
BORING: ST-!
LOCATION:
See attached sketch.
DATE: 3/9/00 SCALE: 1" = 4'
BPF WL
8
10
14
17
j
27
~
Tests or Notes
Benchmark: Finish floor
of existing building;
Elevation ==95 1
MC == 16
LOG OF _ORING
PROJECT: BODX-GO-036
GEOTECHNICAL EV ALUA nON
Prior Lake Mini Storage 2000 Additions
170th Street East
Prior Lake, Minnesota
DRILLER: JC/JB
Elev., Depth
feet feet ASTM
949.5 0.0 Symbol
CL
2.0
CL
20.5
BORING: ST -2
LOCATION:
See attached sketch.
METHOD: 3 1/4" HSA, Autohmr. DATE: 319/00 SCALE: 1" = 4'
Description of Materials BPF WL
(ASTM 02488 or D2487) Tests or Notes
SANDY LEAN CLAY, black, wet.
(Topsoil)
SANDY LEAN CLA Y, with ORA VEL,
brown, wet, medium to stiff.
(Glacial Tul)
END OF BORING
Water not observed with 19 feet of
hollow-stem auger in the ground.
Water not observed to cave-in depth of 17
feet immediately after withdrawal of the
auger.
Boring then backfilled.
11
Me = 15
8
9
11
16
13
LOG OF ..,ORING
PROJECT: BODX..oo.o36
GEOTECHNICAL EVALUATION
Prior Lake Mini Storage 2000 Additions
170th Street East
Prior Lake. Minnesota
DRILLER: JClJB
Elev., Depth
feet feet
946.0 0.0
945.0 1.0 CL
FILL
4.0
CL
19.0
CL
.5 20.5
BORING: ST-3
LOCATION:
See attached sketch.
METHOD: 3 114- HSA, AUlohmr. DATE: 3/16/00 SCALE: 1" = 4'
Description of Materials BPF WL
(ASTM D2488 or D2487) Tests or Notes
SANDY LEAN CLAY, black, wet.
(Topsoil)
POSSmLE FILL: Sandy Lan Clay, 'Very wet.
SANDY LEAN CLAY, with GRAVEL,
brown, wet, medium to rather stiff.
(Glacial Till)
SANDY LEAN CLA Y, with GRAVEL, gray,
wet, rather stiff.
(Glacial Till)
END OF BORING
Water not observed with 19 feet of
hollow-stem auger in the ground.
Water not observed immediately after
withdrawal of the auger.
Boring then backfilled.
. 7
9
9
11
LOG OF
ORING
PROJECT: BODX.eo-o36
GEOTECHNICAL EV ALUAll0N
Prior Lake Mini Storage 2000 Additions
170tb Street East
Prior Lake, MinnfSOta
DRILLER: lClJD
Bev.. Depth
feet feet
947.0 0.0
946.0 1.0
20.5
BORING: ST -4
LOCA nON:
See attached sketch.
METHOD: 3 1/4. HSA. Autohmr . DATE: 3/16/00 SCALE: 1" = 4'
Description of Materials BPF WL
(ASTM 02488 or 02487) Tests or Notes
LEAN CLA Y. black. wet.
(Topsoil)
SANDY LEAN CLA Y. with ORA VEL.
brown. wet. medium to rather stiff. 7
(Glacial Till)
Waterbearing seam at 14 feet.
END OF BORING
Water down 14 feet while drilling.
Water not observed immediately after
withdrawal of the auger.
Boring then baclcfllled.
6
7
7
7
8 v
:-
An open triangle in the
water level (WL) column
indicates the depth at
which groundwater was
observed while drilling.
10
LOG OF. ORING
PROJECT: BODX-oo-G36
GEOTECHNICAL EVALUATION
Prior Lake Mini Storage 2000 Additions
170th Street East
Prior Lake, Minnesota
DRILLER: JClJB
Elev., Depth
feet feet
948.0 0.0
947.0 1.0
939.0
20.5
9.0
ASTM
Symbol
CL
CL
CL
BORING: ST -5
LOCATION:
See attached sketch.
METHOD: 3 114" HSA, Autohmr. DATE: 3/17/00 SCALE: 1" == 4'
Description of Materials BPF WL
(ASTM 02488 or 02487) Tests or Notes
SANDY LEAN CLAY, brown and dark
brown.
(Topsoil)
SANDY LEAN CLAY, with ORA VEL, 6
brown, wet, medium.
(Glacial Till)
SANDY LEAN CLA Y. with GRAVEL,
brown. waterbearing, medium to stiff.
(Glacial Till)
END OF BORING
Water down 17 feet with 19 feet of
hollow-stem auger in the ground.
Water down 9 feet immediately after
withdrawal of the auger.
Boring then backfilled.
6
7
12
12
I
A solid triangle indicates
the stable groundwater
level in the boring on
the date indicated.
Groundwater levels
fluctUate. Please refer to
the discussion in Sections
B.3. and FA. of our
repon.
LOG OF _ ORING
PROJECT: BODX-OO-036
GEOTECHNICAL EV ALVA nON
Prior Lake Mini Storage 2000 Additions
170th Street East
Prior Lake, Minnesota
BORING: ST -6
LOCA nON:
See attacbed sketch.
METHOD: 3 1/4. HSA, Autohmr. DATE: 3/17/00 SCALE: I" :: 4'
DRILLER: JC/JB
Elev., Depth
feet feet ASTM
949.0 0.0 Symbol
FILL
Description of Materials BPF WL
(ASTM D2488 or D2487) Tests or Notes
FILL: Sandy Lean Clay, with Fiber. brown,
wet.
2.0
CL
(Glacial Till)
SANDY LEAN CLAY, with GRAVEL,
brown, wet. rather soft to rather stiff.
(Glacial Till)
19.0
CL
SANDY LEAN CLAY. with ORA VEL, gray,
wett medium.
20.5
END OF BORING
Water not observed with 19 feet of
hollow-stem auger in the ground.
Water not observed to cave-in depth of 17
feet inunediately after withdrawal of the
auger.
Boring then backfilled.
MC = 20
6
7
8
11
9
7
LOG 0 F __ 0 R I N G
BORING: ST-'
LOCATION:
See attached sketch.
PROJECT: BODX-OO-036
GEOTECHNICAL EVALUATION
Prior Lake Mini Storage 1000 Additions
170th Street East
Prior Lake, MinDesota
METHOD: 3 1/4" HSA. Autohmr. DATE: 3/17/00 SCALE: 1" = 4'
DRILLER: JC/lB
Elev.. Depth
feet feet
947.0 0.0
946.0 1.0
15.5
ASTM
Symbol
CL
CL
DescriptiOn of Materials BPF WL
(ASTM D2488 or D2487) Tests or Notes
LEAN CLAY. black. wet.
(Topsoil)
SANDY LEAN CLAY. with GRA VEL.
boulder encountered at 1 foot. brown. wet.
rather soft to rather stiff.
END OF BORING
Water down 14 feet with feet of hollow-stem
auger in the ground.
Water not observed to cave-in depth of 13
feet inunediately after withdrawal of the
auger.
Boring then backfilled.
MC = 22
7
12
~ 12
LOG OF .....ORING
PROJECT: BODX..oo-G36
GEOTECHNICAL EVALUATION
Prior Lake Mini Storage 2000 Additions
170th Street East
Prior Lake, Minnesota
DRILLER: JClJB
Elev., Depth
feet feet ASTM
945.0 0.0 Symbol
CL
943.0 2.0
931.0 14.0
15.5
CL
CL
BORING: ST -8
LOCA nON:
See attached sketch.
METHOD: 3 114- HSA, Autohmr. DATE: 3/17/00 SCALE: 1" = 4'
Description of Materials BPF WL
(ASTM 02488 or 02487) Tests or Notes
LEAN CLAY, black, wet.
(Topsoil)
SANDY LEAN CLAY, brown. wet to
waterbearing, rather soft to medium.
(Glacial Till)
SANDY LEAN CLA Y, gray. waterbearing,
stiff.
(Glacial TIll)
END OF BORING
Water down 14 feet while drilling.
Water down 12 feet immediately after
withdrawal of the auger.
Boring then backfilled.
l
5
MC = 22
7
~
6
7
~
12 ":'
13
1/4":12" Pitch MINI-STORAGE BUILDING
PROJECT CALCULATIONS
PER 1997 UNIFORM BUILDING CODE
I hereby certify that this plan, specification,
or re-rert was pr:-par0d by me or under ~y
("..--:+ ........ -'-~'!"'.~n and th-:t I am a duly Regis.
. " ~ _: .-'---, r:~n:""!~""'Jr under the laws
of the ~:c;: Cl :.'.:nncsota.
Customer: Gary Thomas
Location: Prior Lake, MN
Order Number: P-15676
Ground Snow Load: 40 psf
Wind Velocity: 80 mph
Pre ed By: R M
Checked By: Rolf Killingstad
ubc3.mcd
by: TOT
MINI-STORAGE BUILDING
PROJECT CALCULATIONS
PER 1997 UNIFORM BUILDING CODE
BUILDING HEIGHT eft) = H:= 9.ft + 4.in
WIND VELOCITY (mph) = v := 80.mph
IMPORTANCE FACTOR = Iw:= 1.0
LEAST DIM OF BUILDING eft) = B :=35.ft
BAY WIDTH 1 eft) = Bay 1 := 10.ft
BAY WIDTH 2 eft) = Bay 2 := 10.ft
SNOW DRIFT REQUIREMENTS (if required)
HORIZONTAL DIM. OF UPPER ROOF (ft) W b := O.ft
DIFFERENCE IN ROOF ELEVATIONS (ft) Hr :=O.ft
SEPARATION BETWEEN BUILDINGS (ft) S :=O.ft
SEISMIC REQUIREMENTS (if required)
SITE COEFFICIENT S s := 1.0
SITE COEFFICIENT PROFILE
SS1 = 1.0 (a) A rock like material characterized by a shear wave velocity greater
than 2500 feet per second or by other suitable means of characterization.
or
(b) Medium-dense to dense or medium stiff to stiff soil conditions,
where soil depth is less than 200 feet.
A soil profile with predominantly medium-dense to dense or medium
stiff to stiff soil conditions, where the soil depth exceeds 200 feet.
A soil profile containing more than 20 feet of soft to medium stiff clay but
not more than 40 feet of soft clay.
A soil profile containing more than 40 feet of soft clay characterized by a
shear wave velocity less than 500 feet per second.
4E:
Ss2 = 1.2
Ss3=1.5
SS4 = 2.0
ubc3.mcd
EXPOSURE FACTOR = C e:= 1.06
EXPOSURE B,(TERRAIN WI BUILDINGS OR FORESn Ce = 0.62
EXPOSURE C,(FLAT & OPEN TERRAIN) Ce = 1.06
EXPOSURE 0, (ON LARGE BODIES OF WATER)Ce = 1.39
GROUND SNOW LOAD= P g :=40'psf
SNOW EXPOSURE COEFFICIENT=
C es := 1.0
TERRAIN WI BUILDINGS OR FOREST Ces = 0.9
FLAT & OPEN TERRAIN Ces = 0.6
ALL OTHERS Ces = 0.7
ZONE FACTOR Z :=.30
SEISMIC ZONE
1
2A
28
3
4
ZONE FACTOR
.075
.15
.20
.30
.40
2
by: TOT
DESIGN WIND LOADS
WIND STAGNATION PRESSURE (pst) = q :=.00256. lb 2.V2END ZONE WIDTH (ft) =a :=O.l.B
(ft.mph) ._'g 10.ft< 10.ft)
a .-h\ _a,a,
q = 16.38opsf a = 10 ft
PRIMARY FRAMES AND SYSTEMS
DESIGN WIND PRESSURE "P" (ost)
LEEWARD ROOF, ZONE 3 C qF3 := 0.7
WINDWARD WALL, ZONE 1 PF I :=C e'C qFI.q.Iw
PF 1 = 13.89opsf
LEEWARD WALL, ZONE 4 PF 4 :=C e'C qF4.q.Iw
PF 4 = - 8.68 opsf
WINDWARD ROOF, ZONE 2 PF2 :=C e'C qF2.q.Iw
PF 2 = I2.I6opsf
LEEWARD ROOF, ZONE 3 PF3 :=C e'C qF3.q.Iw
PF 3 = I2.I6opsf
WINDWARD WALL, ZONE 1 C qFI := 0.8
LEEWARD WALL, ZONE 4 C qF4 :=-0.5
WINDWARD ROOF, ZONE 2 C qF2 :=0.7
ELEMENTS AND COMPONENTS
WINDWARD WALL, ZONE 1 C qEl := 1.2 - [ 0.8. ( 2.5. 11~0 ) ]
LEEWARD WALL, ZONE 4 C qE4 :=-1.2+ [0.8.( 2.5'11~(j)]
WINDWARD ROOF, ZONE 2&3 C qE2 := 1.3 - [ 0.8. (5 'll~ ) ]
WINDWARD WALL, END ZONE 1E C qEIE :=1.2- [0.8'(2.5'~)]
LEEWARD WALL, ZONE END 4E C qE4E : = - 1.5 + [ 0.8. ( 2.5 '11~0 ) ]
WINDWARD ROOF, END ZONE 2E&3E C qE2E := - 2.8 + [ 0.8. ( 5 '11~0 ) ]
DESIGN WIND PRESSURE "P" (ost)
ROOF, ZONE 2&3
PE 1 :=C e'C qEl.q.lw WINDWARD WALL, END ZONE 1E
PE 1 = 17.37opsf
PE4 :=C e'C qE4.q.Iw LEEWARD WALL, END ZONE 4E
PE 4 = -17.37opsf
PE 2 :=C e'C qE2.q.lw ROOF, END ZONE 2E&3E
PE 2 = 15.63opsf
PE IE :=C e'C qEIE.q.lw
PE IE = 17.37opsf
PE 4E :=C e'C qE4E'Q.lw
PE 4E = - 22.S8opsf
PE2E :=C e'C qE2E'Q.lw
PE 2E = - 41.68opsf
WINDWARD WALL, ZONE 1
LEEWARD WALL, ZONE 4
CORNER lOADS ARE NOT PRESUMED TO ACT
SIMUL T ANIOUSL Y ON "BOTH SIDES OF THE CORNER
ubc3.mcd
3
by: TOT
DESIGN SNOW LOAD
DESIGN SNOW LOAD (pst)
P f:=C es.1w'P g
P f:= 400psf
DRIFT LOAD (if applicable)
SNOW DENSITY (lbs/fP)
D := (.13.fr l.p g) + 14'pcf
D = 19.2opcf
D := if(D~35'pcf, 35.pcf, D)
Pf
Hb:=l)
Hdl :=0.43. j ft I' (w b ~).[ (P g + 10.ps~ i] - 1.5.ft
fl? .pst
Hd2 :=Hr- Hb
Hd :=if(Hd2SHdl,Hd2,Hdl)
20.ft - S
MAXIMUM DRIFT HEIGHT (ft) = Hd3 :=Hd' 20.ft
Hd3 = -2.08 ft
W dl :=4.Hd
W d2 : = 4. (H r - H b)
W d :=if(W dlSW d2,W dbW d2)
MAXIMUM WIDTH OF DRIFT (ft) =W d3 :=W d- S MAXIMUM DRIFT LOAD (pst) =Pm :=D.(Hd3+Hb)
W d3 = -8.33 ft Pm :=if(PmSPf'O,Pm)
P m = 0 opsf
SEISMIC DESIGN (IF APPLICABLE)
SITE COEFFICIENT 8 s = 1 NUMERICAL COEFFICIENT (per 2334) C T := .02 COEFFICIENT R w := 4
STORY HEIGHT H = 9.33 ft SEISMIC IMPORTANCE FACTOR Is := 1.0
STRUCTURE PERIOD T:= C r[ (;) i] T = 0.11
1.25.8 s
C := 2 C = 5.55
T1" C :=if(C>2.75,2.75,C)
BUILDING DEAD LOAD PER BAY
Bay 1 W 1 :=i~P g>30.psf, (4.psf.Bay I.B) + .25'PfBay I.B,4.psf.Bay I.B]
Bay 2 W 2 := i~P g> 30'psf, (4'psf.Bay 2.B) + .25.P fBay 2 .B, 4.psf.Bay 2.B]
BASE SHEAR PER BAY
DUE TO WIND LOAD
V '-B HI PE I V w2 :=Bay 2.H'1 PE4E I
wl'- ay 1" 4E
V wI = 2107.2 Ib V w2 = 2107.2 lb
V w :=if(V wI ~V w2, V wI, V w2)
BASE SHEAR PER BAY
DUE TO SEISMIC LOAD
Z.I s.C Z.I s.C
V sl :=-,:r::-.W 1 V s2 :=-,:r::-.W 2
w w
V sl = 1010.63 Ib V s2 = 1010.63 Ib
V s :=if(V sl ~V s2, V sl> V s2) V :=if(V s~V w' V s, V w)
v = 2107.2 lb
ubc3.mcd
4
by: TOT
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;ar r" n" , T .~
Madison, ~V;scon~;n . 53717
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1[_ r 1.._ n. -t,- T ll.
Madison, Wisconsin 53717
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-; t 1C,
January 20,2000
John Kosmas
KK Design
6112 Excelsior Blvd
Mpls, MN 55416
RE: Prior Lake Mini-Storage Site Plan Application
Dear John,
On December 23, 1999, the Planning Department sent you a letter detailing necessary
plan changes prior to approving the Site Plan for Prior Lake Mini-Storage. We have not
received a revised submittal. It is our intent to keep this project review moving forward
so the necessary permits can be issued. Please let us know your timing on submittal of
revised plans and overall construction timing. I am assuming spring construction is the
goal of your client.
Please call me if you have any questions regarding required plan changes or process
requirements.
Sincerely,
r1:~~~ar ~
1'::!o~;
Cc: Don Rye, Planning Director
Sue McDermott, Assistant City Engineer
Robert Hutchins, Building Official
16200 Eagle Creek Ave. S.E" Prior Lake, Minnesota 55372-1714 / Ph. (612) 447-4230 / Fax (612) 447-4245
AN EQUAL OPPORTUNITY EMPLOYER
(00 Lf,
December 23, 1999
John Kosmas
KK Design
6112 Excelsior Blvd
Mpls, MN 55416
RE: Prior Lake Mini-Storage Site Plan Review
Dear John,
The following are items to be addressed prior to Site Plan approval and application for a building
permit:
Zoning Issues
1. Need 6' solid wall or fence around outdoor storage area.
2. Indicate rear yard setback to storage and drive area. 30 feet required.
3. Need lot area and building coverage information.
4. Need impervious surface coverage. This includes all parking areas. Cannot exceed 30%. If
the existing coverage is over 30%, can keep coverage that is existing.
5. Parking 1 stall for each 10 storage compartments and 1 stall for each 20,000 square feet of
outdoor storage is required.
6. Need landscape plan prepared by registered landscape architect. 1 Tree per 40 feet of site
perimeter is required. Credit for existing 2 Yi caliper inch trees may be given. Species must
be on tree list in ordinance. A letter of credit for 125% of the landscaping costs will be
required.
7. Need signif1cant tree inventory and preservation plan.
Notes:
> Inoperative vehicles or equipment or salvage is not permitted.
~ Utilities are to be underground.
~ Signs require separate permits.
~ Architectural materials to match existing structures.
~ Lighting to be no more than 0.5 to 1.0 foot candles at the property line.
/
/
Engineering Department comments:
1. Existing elevations and features such as buildings, curb, trees, fencing, etc., on the site and a I
minimum of 50 feet around the perimeter. /
2. All wetlands on site must be delineated.
3. All existing and proposed easements.
16200 Eagle Creek Ave. S,E., Prior Lake, Minnesota 55372-1714 / Ph. (612) 447-4230 / Fax (612) 447-4245
AN EQUAL OPPORTUNITY EMPLOYER
4. Proposed ponding areas must match the drainage calculations. All ponds shall meet current
city requirements.
5. Proposed contours and proposed curb spot elevations.
6. Drainage arrows, direction and percent of slope of all drainage
7. A rip rap area (8' x 20') with concrete pad at all curb cuts.
8. Silt fence detail and hydrant detail.
9. Type of concrete curb proposed.
10. Parking lot pavement section.
11. Plan must match Certificate of Survey (elevations).
12. Grading limits.
13. Erosion control.
14. Grading plan must be signed by a registered professional engineer.
Building Code Comments:
\fi) Submit signe chitectural and site plans.
~ 2. Submit a soils r.
~ Submit the Structural Engineers requirements for Special Inspections UBC 1701.5. See
enclosedr
@ Indicate correct propo~ed building locations on Certificate of Survey to coincide with Site
Plan. Also dimension locations of existing and proposed building on Surveyor Site Plan.
@ Provide a Code analysis on the buildings and site.
~6. ProvidJ fire lanes for fire apparatus response. Signage to read :" No Parking Fire Lane by
order of Fire Department". Locate on ends of all new and existing buildings. This would also
include buildings on the front parcel where fire apparatus must travel through. UFC
J 1001.7.1.
7. Provide fIre extinguishers minimum 2AI0BC rated, within 75 feet travel distance of all
J areas. UFC 1002.
4f,. Provide proof of maintenance for maintaining and plowing access road to the site.
J9. Provide address numbers to or near buildings. Shall be plainly visible from the street
fronting the property. UFC 901.
II L t)/"l~ ~
Please let me mow if you have any questions. Once we receive revised plans, we will re-review
the project and offer additional comments or approval to apply for a ~uilding permit.
9~j~
fner
Cc: Sue McDermott, Assistant City Engineer
Robert Hutchins, Building Official
Enclosures:
Landscape Ordinance
Tree Preservation Ordinance
Memorandum
DATE:
December 14, 1999
TO:
Jane Kansier
Robert D. Hutchins {U)\A
FROM:
RE:
Prior Lake MiniStorage 6000 Credit River Road SEe
PID 25-901-028-0
Following are the results of the preliminary plan review for the Prior Lake MiniStorage. 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 and site plans.
2. Submit a soils report.
3.. Submit the Structural Engineers requirements for Special Inspections UBC 1701.5. See enclosed.
,.
4. Indicate correct proposed building locations on Certificate of Survey to coincide with
Site Plan. Also dimension locations of existing and proposed building on Surveyor
Site Plan.
5. Provide a Code analysis on the buildings and site.
6. Provide fire lanes for fire apparatus response. Signage to read :" No Parking Fire Lane
by order of Fire Department". Locate on ends of all new and existing buildings. This
would also include buildings on the front parcel where fire apparatus must travel
through. UFC 1001.7.1.
7. Provide fire extinguishers minimum 2A10BC rated, within 75 feet travel distance of all
areas. UFC 1002.
8. Provide proof of maintenance for maintaining and plowing access road to the site.
9. Provide address numbers to or near buildings. Shall be plainly visible from the street
fronting the property. UFC 901.
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.
I a J.6r!' $lt?><-
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: 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
T A = Testing Agency
F = Fabricator
Accepted for the Building Department by
Date
SSTl.DOC
1-..........-.
(Z-~tlr9
CITY OF PRIOR tAKE
BUILDING INSPECTION DEPARTMENT
Project Name:
COMMERCIAL & MULTI-UNIT FIRE PLAN REVIEW CHECKLIST
~6(l-~
GCJ~ ~l,..I44K-.f20
PoL.
lY\ (IVI
Job Address:
· Provide access roadway for fire apparatus in accordance with Section 902 of the Uniform
Fire Code (UFC). This includes the following:
( ) At-.)AlI th dri' n-C. c.L~S 6' us~ l>A \L., g) ()t/}oJ; S~..;, {S,vv".5
,- -wea er vlng sw~ace.
( ) ~O feet of unobstructed width. l~' ~/O&'" tv/~ Ar>Ff2.c>vt!-
( '1" 13 feet 6 inches of vertical clearance.
(~ Adequate turning radius capable of supporting fITe apparatus.
The radius is:
45 feet for a sprinklered building. V$60 'T&r1~~
60 feet for a non-sprinklered building.
() Dead end access in excess of 150 feet long shall be provided with a
turnaround.
~ccess 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.
V 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. /J "
#,,0"/ W/T-/1SI!-;---r-p rff.J-~
. 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.
. Sprinklered 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. 4
TfIth f;(/(...(?INt.? /"; J - 2- ZeM-Jj""'~ ~I2tAJt4- ~,A..br ~.
FIREPLAN.DOC
~ants 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.
VProvide fire lanes for fITe 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.
. Townhouse projects must have directional signs designating the numbering sequence of units
for each individual roadway.
ovide 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.
~ Fire extinguishers are required for this project per UFC Section 1002. Extinguishers are
required to be a minimum 2A 1 OBC rated and located within 75 feet travel distance of all
areas. This distance decreases for more hazardous occupancies. Location and size to be
determined.
. Sub . plans for required fire protection equipment to the Building Inspection Department
~ 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.
() Automatic fire extinguishing systems (sprinklers).
() 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.
FlREPLAN.DOC
. Protecti systems installed that are not required are subject to approval by the Fire
ent and must meet code requirements.
~2 x 11 inch site plan for development of emergency response plan.
. Submit plans for underground storage tank. installation to the State Fire Marshal for approval.
U approval, submit approved plans to the Building Inspection Department which will
. onduct the inspection and testing.
. vide 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.
() 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.
FlREPLAN.DOC
~
.
.
"'-'
1
CITY OF PRIOR LAKE
ORC PROJECT REVIEW CHECKLIST
PROJECT NAME: Prior Lake Mini-Storage
An application for site plan review for the addition of four
buildings.
APPLICANT: Gary and Annette Thomas
CONTACT PERSON: John Kosmas (612) 922-3226
SITE INFORMATION
PID#: 25-901-028-0 and 25-901-023-1
LOCATION: 6000 Credit River Road
EXISTING ZONING: 1-1 (Industrial) SD
DISTRIBUTE TO: APPLICATION FOR:
X Frank Bovles B X Tom Scott, CKS Administrative Land Division
X City Attornev X Sue McDermott f> Comprehensive Plan Amend.
X Ralph Teschner Jeff Evens Conditional Use Permit
X Paul Hokeness Lani Leichty Home Occupation
_,1lII"" ::;'-a"'. Verlyn Raaen RezoninQ
X Don Rye B X Doug Hartman X Site Plan
X Jane Kansier f> X Fire Chief Preliminary Plat
X Jenni Tovar Cl X Bill O'Rourke PUD
X DNR - Pat Lynch 6 X MinneQasco Final Plat
County Hwv. Dept. X Watershed Dist. & Variance
MNDOT X Telephone Co. Vacation
SMDC X Electric Co.
X Triax Cable Met. Council
Date Received 12/3/99 Date Distributed 12/8/99 Date Due 12/17/99
Complete Application Date Distributed to 12/8/99 DRC Meeting 12/9/99
Date DRC
Publication Date N/A Tentative PC Date N/A Tentative CC N/A
Date
60 Day Review Date N/A Review Extension N/A
I :\99files\99sitepl\99-098\referral,doc
Page 1
.
'"'-,
e
~
~
I have reviewed the attached proposed request Prior lake Mini-Storage CASE FILE 99-
098 for the following:
Water City Code Grading
Sewer ' Storm Water Signs
Zoning FloCJd Plain County Road Access
Parks Natural Features legal Issues
Assessment Electric Roads! Access
Policy
Septic System Gas Building Code
Erosion Control Other
Recommendation: _ Approval
Denial
-v" Conditional Approval
Comments: J b
~> ON m&rio "'-0 <JA;IV& ?<-.
/)1vYr, A-iPo~6"n ~ BIJ?e4J~~ _ '
(!J!JS C/YJ
Signed:
ate:
Please return any comments by December 17. 1999, to
Jenni Tovar, Planner
City of Prior Lake
16000 Eagle Creek Avenue SE
Prior Lake, MN 55372
Phone: (p12) 447-9812
Fax: (612) 447-4245
1:\99files\99sitepl\99-098\referral.doc
Page 2
~ 6112 EXCELS~ B-VDoMINNENUIS, ~N. 55416 (612J922-322c I
, DrvlSION OF F(JD CORFDRAfIOi\
D m@mnwrg
DEC - 3 1999
December 2,1999
City of Prior Lake
Site Plan Review Committee
Attn: Jenni Tovar, Planner
16200 Eagle Creek Ave. S.E.
Prior Lake, MN 55372
Project Name: Prior lake Mini Storage
Project location: 6000 Credit'River Road, SE
Prior lake, MN
Dear Review Committee and Jenni,
The following information is provide for use with the Site Plan Review Application
for the additional work which is proposed for the Prior lake Mini Storage property
located at, 6000 Credit River Road, S.E. Enclosed you have the Site Plan
Application Checklist signed by the Owners, Gary and Annette Thomas and the
required fee payment ($300.00). Also enclosed you have the following list of
items:
1. Site plan noting proposed grades, buildings, landscape, fencing,
building and yard lighting prepared by K.K. Design.
2. Current survey by Valley Surveying Co., which has included some
preliminary building' information from a previous concept idea. Please
disregard the building information at this time, the current layout
proposed is noted on the K.K. Design plans.
3. Memo from John Krausert, at Rehder and Associates, Inc., who was
requested to review the original site data, hydrologic calculations,
previously proposed and prepared by Sunde Engineering, Inc.
4. Original and previously approved site plan for project including
hydrologic calculations for stormwater ponding prepared by Sunde
Engineering, Inc. Additional notes by the city planner and owner
identifying plantings and landscape features proposed and completed
during the original construction project.
5. Concept prototypical building floor plan and elevations that identify
materials that matching the existing structures, drawings prepared by
Trachte Building Systems, Inc.
6. Light fixture cut sheets for both the building wall fixtures and the yard
lights including technical data sheet identifying the photometric data.
7. Information sheet related to the project describing the proposed
building sizes and locations related to the UBC and City of Prior Lake
guidelines. .
Sincerely, V, ()_
John Kosmas (JfAJJ- ~
~
,--,--
~
~
e
Information data sheet December 1, 1999
Prior Lake Mini Storage, 16000 Credit River Road, Prior Lake, MN
The following information is provided to help understand some of the history of
the project and current data for the proposed building addition and expansion of
the outside storage area.
1. Three (3) buildings located in the southeast corner of the property
previously construct by others, sometime around 1985. Existing two
(2) buildings located south and east of the proposed buildings built in
1993 - 1994.
2. Proposed buildings included four (4) structures which will be
considered as a group of buildings. which is permitted under the USC
as long the buildings meet the criteria of size and type of construction
related to it's occupancy group.
3. Occupancy Group 81, Construction Type IIN, allowable area may be
, '^'... , . "
increased based on separation onthree_(.3) sides. Note assumed
property line or separati,on line noted on K.KDesign plan. All other
distances are greater than sixty feet (60), therefore allowing 100 %
allowable area increase, or building area total per group of 24,000 sf.
4. Fire protection not required under USC - water not available therefore,
not required under City of Prior Lake requirements.
5. Exits requirements are not applicable since the buildings are not
occupied, only used for storage.
6. The buildings will be constructed of metal wall and roof panels and
metal overhead doors matching the two (2) existing buildings adjacent.
7. The site will be enclosed with cyclone fencing similar the existing. It
will include concrete curb and gutter and bituminous drive areas also
similar to existing.
8. Our recommendation is that evergreens (Black Hills Spruce) be utilized
as the landscape materials and screening in place of the solid
screening noted for outside storage areas. Security of a storage
facility such as this is an issue, and if a totally opaque fencing system
was installed it would give no chance for anyone to observe unwanted
visitors on the site. Therefore we recommend the use of the plantings
and cyclone fencing. ,
9. The drainage patterns originally proposed will be utilized during this
construction phase. with only minor modifications at the west property
line. Concrete spillways will be provided including riprap at the
discharge to help reduce erosion. Erosion control fabric and staking
will be in-place throughout the construction period. John Krausert,
Civil Engineer with Rehder and Associates, has reviewed the original
ponding calculations and the original calculations include the area of
our proposed construction.
If any additional information is required please contact me, John Kosmas, at 922
- 3226.
KK I:ESGN 6112 EXCELSrn f?LVOoMINNEAFClIS, MN. 55416 (612)922-322c
Civil Engineers, Planners & Land Surveyors
!~ r;::> co; f\\\' iMEMO
W) ( 'C:' ~~'-"--=-"-'- i i i
l\fu DEe - 3 1999 '~
3440 Federal Drive, Suite 240 . Eagan, Minnesota 55122
651-452-5051 . Fax: 651-452-9797 . Emai1: info@rehder.com
Date:
11/10/99
From:
John Kosmas
KK Design
John A. Krausert1fC\L-
To:
Re:
Prior Lake Mini Storage
We have reviewed the 'Hydrologic Calculations for Stormwater Ponding' prepared by Sunde
Engineering (dated 10/08/93), and it appears the future conditions to the north were included in
the calculations for sizing the northerly pond.
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******************80.80 LIST OF INPUT DATA FOR TR-20 HYDROLoGv**.*****..********
JOB TR-20 FULLPRINT SUMMARY
TITLE 001 PRIOR LAKE MINI-STORAGE, PRIOR LAKE, MINNESOTA
TITLE (9/22/93) PRE-DEVELOPMENT/100-YR/24-HR/TYPE II STORM EVENT
6 RUNOFF 1 001 1 0.0092 61. 0.80 1 1 1 1
6 RUNOFF 1 002 3 0.0015 61. 0.73 1 1. 1 1
ENDATA
7 INCREM 6 0.05
7 COMPUT 7 001 002 5.90 1.0 2 2 01 01
ENOCMP 1
ENOJ08 2
O****************.***.***....*.*ENO OF 80-80 LIST.......*...**...................
TR20 XEQ 09-28-93 15:21
REV PC 09/83(.2)
PRIOR LAKE MINI.STORAGE, PRIOR LAKE, MINNESOTA
(9/22/93) PRE-DEVELOPMENT/100-YR/24-HR/TYPE II STORM EVENT
JOB 1 PASS
PAGE
EXECUTIVE CONTROL OPERATION INCREM
RECORD 10
..
MAIN TIME INCREMENT. .05 HOURS
-EXECUTIVE CONTROL OPERATION COMPUT
RECORO 10
to
FROM XSECTlON
STARTING TIME. .00
ALTERNATE NO.- 1
TO XSECTlON 2
RAIN DEPTH. 5.90 RAIN DURATION- 1.00 RAIN TABLE NO.- 2
STORM NO.= 1 MAIN TIME INCREMENT = .05 HOURS
ANT. MOl ST. COMO- 2
to
'.OPERATlON RUNOFF CROSS SECTION 1
OOTPUT HYDROGRAPH- 1
AREA- .01 sa MI INPUT RUNOFF CURVE- 61. TIME OF CONCENTRATION- .80 HOURS
INTERNAL HYOROGRAPH TIME INCREMENT= .0485 HOURS
PEAK TlME(HRS)
12.44
PEAK DISCHARGE(CFS)
6.52
PEAK ELEVATION(FEET)
(RUNOff)
TlME(HRS) FIRST HYOROGRAPH POINT = .00 HOORS TIME INCREMENT = .05 HOURS DRAINAGE AREA = .01 SQ.MI.
11.00 DISCHG .00 .00 .01 .01 .02 .02 .03 .04 .05 .07
11 .50 DISCHG .08 .10 .13 .17 .23 .32 .45 .65 .93 1.32
12.00 DISCHG 1.83 2.46 3.17 3.94 4.70 5.38 5.93 6.30 6.49 6.52
12.50 DISCHG 6.42 6.20 5.89 5.52 5.12 4.70 4.31 3.97 3.67 3.41
13.00 DISCHG 3.18 2.97 2.78 2.61 2.45 2.31 2.18 2.06 1.95 1.85
13.50 DISCHG 1.76 1.67 1.60 1.53 1.46 1.40 1.35 1.30 1.25 1.20
14.00 OISCHG 1.16 1.12 1.09 1.06 1.02 .99 .97 .94 .91 .89
14.50 OISCHG .87 .84 .82 .81 .79 .77 .75 .74 .72 .70
RUNOFF VOLUME ABOVE BASE FLOW = 1.32 WATERSHED INCHES, 7.85 CFSoHRS, .65 ACRE-FEET; BASEFlCN = .00 CFS
OPERATION RUNOFF CROSS SECTION 2
'..
.
.
~
OUTPUT HYDROGRAPH= 3
AREA= .00 SQ MI INPUT RUNOFF CURVE= 61. TIME OF CONCENTRATlON= .73 HOURS
INTERNAL HYDROGRAPH TIME INCREMENT= .0487 HOURS
PEAK TIME(HRS)
12.39
PEAK DISCHARGE(CFS)
1.13
PEAK ELEVATION(FEET)
(RUNOFf)
TlME(HRS) FIRST HYDROGRAPH POINT · .00 HOURS TIME INCREMENT · .05 HOURS DRAINAGE AREA · .00 SQ.MI.
11.00 o ISCHG .00 .00 .00 .00 .00 .00 .01 .01 .01 .01
11.50 DISCHG .02 .02 .03 .03 .05 .06 .09 .13 .18 .26
12.00 DISCHG .36 .49 .63 .77 .90 1.01 1.09 1.13 1.13 1.11
12.50 DISCHG 1.07 1.00 .93 .85 .77 .70 .65 .59 .55 .51
13.00 DISCHG .47 .44 .41 .39 .36 .34 .32 .31 .29 .28
13.50 DISCHG .26 .25 .24 .23 .22 .21 .21 .20 .19 .18
14.00 DISCHG .18 ..17 .17 .16 .16 .15 .15 .15 .14 .14
14.50 DISCHG .14 .13 .13 .13 .12 .12 .12 .12 .11 .11
RUNOFF VOlUME ABOVE BASEFlOlJ = 1.33 UATERSHED tNCHES, 1.29 CFS-HRS, .11 AcRE - FEET; BASEFLOV = _00 CFS
TR20 XEQ 09-28-93 15:21
REV PC 09/83(.2)
PRIOR LAKE MINI-STORAGE, PRIOR lAlCE, MINNESOTA
(9/22/93) PRE-DEVELOPMENT/l00-YR/24-HR/TYPE II STORM EVENT
JOB 1 PASS 2
PAGE 2
EXECUTIVE CONTROL OPERATION ENDCHP
RECORD 10
+
COMPUTATIONS COMPLETED FOR PASS
EXECUTIVE CONTROl OPERATION ENDJOB
1
RECORD ID
TR20 XEQ 09-28.93 15:21
REV PC 09/83(_2)
PRIOR LAKE MINI-STORAGE, PRIOR LAICE, ~INNESOTA
(9/22/93) PRE-DEVELOPMENT/100-YR/24.HRmPE II STORM EVENT
JOB 1 SUMMARY
PAGE 3
SUMMARY TABLE 1 - SELECTED RESULTS OF STANDARD AND EXECUTIVE CONTROL INSTRUCTIONS IN THE ORDER PERFORMED
(A STAR(*) AFTER THE PEAK DISCHARGE TIME AND RATE (CFS) VALUES INDICATES A FLAT TOP HYDROGRAPH
A QUESTION MARK(?) INDICATES A HYDROGRAPH WITH PEAK AS lAST POINT.)
SECTlONI STANDARD RAIN ANTEC MAIN PRECIPITATION PEAK DISCHARGE
STRUCTURE CONTROl DRAINAGE TABLE MOIST TIME .............-.-......... RUNOFF ......................................
10 OPERATION AREA t# CONO I NCREM BEGIN AMOUNT DURATION AMOONT ELEVATION TIME . . RATE RATE
(SQ MI) (HR) (HR) (IN) (HR) (IN) eFT) eHR) (CFS) (CSM)
ALTERNATE STORM
+
XSECTlON 1 RUNOFF .01 2 2 .05 .0 5.90 24.00 1.32 12.44 6.52 709.0
XSECTION 2 RUNOFF .00 2 2 .05 .0 5.90 24.00 1.33 12.39 1.13 756.6
1
~
TR20 XEQ 09.28.93 15:21
REV PC 09/83(.2)
~
.
PRIOR LAkE MINI.STORAGE. PRIOR LAKE. MINNESOTA
(9/22/93) PRE.DEVELOPHENT/100-YR/24.HR/TYPE II STORM EVENT
SUMMARY TABLE 3 . DISCHARGE (CFS) AT XSECTIONS AND STRUCTURES FOR ALL STORMS AND ALTERNATES
XSECTION/
STRUCTURE
ID
o XSECTlON
+
DRAINAGE
AREA
(SQ MI)
ALTERNATE
o XSECTlON 2
+
ALTERNATE 1
1END OF 1 JOBS IN THIS RUN
STORM NUMBERS..........
,
.01
6.52
.00
1.13
.....
I
JOB 1 SUHHARY
PAGE 4
.
.
******************80-80 LIST OF INPUT DATA FOR'TR-20 HYDROLOGY***********"'****
JOB TR-20 FULLPRINT SUMMARY
TITLE 001 PRIOR LAKE MINI-STORAGE, PRIOR LAKE, MINNESOTA
TITLE (9/22/93) POST-OEVELOPMENT/100-YR/24-HR/TYPE II STORM EVENT
3 STRUtT 01
8
8
8
8
9 ENDTBL
3 STRUCT
8
8
8
8
9 ENDTBL
6 RUNOFF 1
6 RESVOR 2
6 RUNOFF 1
6 RESVOR 2
ENDATA
7 INCREM 6
7 CCItPUT 7 01
ENOCMP 1
END JOB 2
943.00
944.00
945.00
946.00
02
948.00
949.00
950.60
950.50
01
01 1
02
023
1 0..0092
2 943.00
3 0.0015
4 948.00
0.0000
4.0968
5.7938
7.0959
0.0000
1.0242
1 .4484
1.6194
92.
87.
5.90
0.7556
1.1887
1.6960
2.2674
0.1234
0.2687
0.4744
0.6101
0.25
111
1 1 1 1
1 1 1
1 1 1 1
1
1
1
1
0.05
02
0.17
1.0
2 2 01 01
O*******************************END OF 80-80 LIST********************************
TR20 XEQ 10-08-93 17:04
REV PC 09/83(.2)
PRIOR LAKE MINI-STORAGE, PRIOR lAKE, MINNESOTA
(9/22/93) POST-DEVELOPMENT/100-YR/24-HR/TYPE II STORM EVENT
+
EXECUTIVE CONTROL OPERATION INCREM
MAIN TIME INCREMENT = .05 HOURS
+
EXECUTIVE CONTROL OPERATION COMPUT
+
STARTING TIME. .00
AL TERMA T,E NO.. 1
FROM STRUCTURE
TO STRUCTURE 2
RAIN DEPTH = 5.90 RAIN OURATION= 1.00 RAIN TABLE NO.= 2
STORM NO.= 1 MAIN TIME INCREMENT = .05 HOURS
OPERATION RUNOFF STRUCTURE 1
OUTPUT HYDROGRAPH= 1
AREA= .01 SQ MI INPUT RUNOFF CURVE= 92. TIME OF CONCENTRATlON= .25 HOURS
INTERNAL HYDROGRAPH TIME INCREMENT= .0333 HOURS
PEAK TlME(HRS)
12.04
PEAK DISCHARGE(CFS)
31.66
PEAK ELEVATION(FEET)
(RUNOFF)
~
JOB 1 PASS 1
PAGE 1
RECORD ID
RECORD ID
ANT. MOIST. COND= 2
~ . . -_Ul
HIiEUtRS) FIRST HYDROGRAPH POINT = .00 HOURS TIME INCREMENT = .05 HOURS DRAINAGE AREA = .01 SQ.MI.
2.50 DISCHG .00 .00 .00 .00 .00 .00 .01 .01 .01 .01
3.00 DISCHG .02 .02 .02 .03 .03 .03 .04 .04 .04 ..04
3.50 DISCHG .05 .05 .05 .06 .06 .06 .07 .07 .08 .09
4.00 DISChG .10 .10 .11 .11 .12 .12 .13 .13 .13 .14
4.50 DISCHG .14 .15 .15 .15 .16 .16 .17 .17 .17 .18
5.00 DISCHG .18 .18 .19 .19 .19 .20 ~20 .20 .20 .21
5.50 DISCHG .21 .21 .22 .22 .22 .23 .23 .23 .23 .24
6.00 DISCHG .24 .24 .25 .27 .29 .30 .31 .32 .32 .33
6.50 DISCHG .33 .34 .34 .34 .35 .35 .35 .36 .36 .36
7.00 DISCHG .31 .37 .31 .38 .38 .38 .39 .39 .39 .39
7.50 DISCHG .40 .40 .40 .40 .41 .41 ." ." .42 .42
8.00 DISCHG .42 .43 .44 .46 .48 .50 .51 .53 .56 .58
8.50 DISCHG .60 .62 .63 .63 .64 .64 .65 .65 .66 .66
9.00 DISCHG .66 .67 .69 .71 .73 .75 .77 .78 .78 .79
9.50 DISCHG .80 .80 .82 .85 .87 .89 .91 .92 .92 .93
10.00 D ISCHG .94 .95 .96 .99 1.02 1.04 1.06 1.10 1.15 1.21
10.50 DISCHG 1.25 1.29 1.35 1.43 1.52 1.58 1.63 1.71 1.80 1.88
11.00 D ISCHG 1.95 2.01 2.09 2.18 2'.28 2.35 2.42 2.53 2.68 2.82
11.50 DISCHG 2.94 3.38 4.60 6.71 8.83 10.54 12.38 16.01 21.10 26.22
12.00 DISCHG 30.31 31.64 29.50 23.83 17.80 13.22 10.26 8.31 6.79 5.71
12.50 DISCHG 4.96 4.48 4.11 3.79 3.53 3.36 3.23 3.09 2.92 . 2.76
13.00 DISCHG 2.64 2.55 2.45 2.34 2.24 2.16 2.10 2.04 1.97 1.90
13.50 D ISCHG 1.85 1.81 1.76 1.69 1.62 1.57 1.54 1.51 1.47 1.43
14.00 D I SCHG 1.41 1.38 1.36 1.32 1.29 1.21 1.25 1.22 1.19 1.15
14.50 DISCHG 1.13 1.11 1.09 1.05 1.02 .99 .98 .97 .97 .96
RUNOFF WLUME ABOVE BASEFLOW I: 4.09 VATERSHED INCHES,
24.31 CFS.HRS,
2.01 ACRE. FEET; BASEFLOU I: .00 CFS
OPERATION RESVOR STRUCTURE 1
INPUT HYDROGRAPH= 1 ClJTPUT HYDROGRAPH= 2
SURFACE ELEVATlON= 943.00
1
TR20 XEQ 10-08-93 17:04
REV PC 09/83C.2)
TlME(HRS)
3.00
3.00
3.50
3.50
4.00
4.00
4.50
4.50
5.00
5.00
5.50
5.50
6.00
6.00
PRIOR LAKE MINI-STORAGE, PRIOR LAKE, MINNESOTA
(9/22/93) POST-DEVELOPMENT/100.YR/24-HR/Tvpe II STORM EVENT
PEAK TlMECHRS)
12.44
PEAK DISCHARGECCFS)
5.98
PEAK ELEVATIONCFEET)
945.14
FIRST HYDROGRAPH POINT =
DISCHG .00 .00
ELEV 943.00 943.00
DISCHG .01 .01
EL~V 943.00 943.00
DISCHG .03 .03
ELEV 943.01 943.01
DISCHG .06 .06
ELEV 943.01 943.02
DISCHG .09 .10
ELEV 943.02 943.02
OISCHG .13 .13
ELEV 943.03 943.03
DISCHG .16 .16
ElEV 943.04 943.04
.00 MOORS
.00
943.00
.01
943.00
.04
943.01
.07
943.02
.10
943.02
.13
943.03
.17
943.04
TIME INCREMENT = .05 MOURS
.00 .00 .01 .01
943.00 943.00 943.00 943.00
.02 .02 .02 .02
943.00 943.00 943.00 943.01
.04 .04 .04 .05
943.01 943.01 943.01 943.01
.07 .07 .08 .08
943.02 943.02 943.02 943.02
.10 .11 .11 .11
943.03 943.03 943.03 943.03
.14 .14 .14 .15
943.03 943.03 943.03 943.04
.17 .17 .18 .18
943.04 943.04 943.04 943.04
ORAl NAGE AREA =
.01 .01
943.00 943.00
.02 .03
943.01 943.01
.05 .05
943.01 943.01
.08 .09
943.02 943.02
.12 .12
943.03 943.03
.15 .15
943.04 943.04
.19 .19
943.05 943.05
JOB 1 PASS 1
PAGE 2
.01 SQ.MI.
.01
943.00
.03
943.01
.06
943.01
.09
943.02
.12
943.03
.16
943.04
.20
943.05
. . ~
.6.50 DlSCHG .20 .21 .21 .22 .22 .23 .23 .24 .24 .25
6.50 ELEV 943.05 943.05 943.05 943.05 943.05 943.06 943.06 943.06 943.06 943.06
7.00 DISCHG .25 .26 .26 .26 .27 .27 .28 .28 .29 .29
7.00 ELEV 943.06 943.06 943.06 943.06 943.07 943.07 943.07 943.07 943.07 943.07
7.50 DISCHG .29 .30 .30 .31 .31 .31 .32 .32 .32 .33
7.50 ELEV 943.07 943.07 943.07 943.07 943.08 943.08 943.08 943.08 943.08 943.08
8.00 DISCHG .33 .34 .34 .34 .35 .35 :36 .37 .37 .38
8.00 ELEV 943.08 943.08 943.08 943.08 943.09 943.09 943.09 943.09 943.09 943.09
8.50 DISCHG .39 .40 .41 .41 .42 .43 .44 .45 .46 .46
8.50 ELEV 943.09 943.10 943.10 943.10 943.10 943.11 ... 943.11 943.11 943.11 943.11
9.00 DISCHG .47 .48 .49 .49 .50 .51 .52 .53 .54 .55
9.00 ELEV 943. " 943.12 943.12 943.12 943.12 943.13 943.13 943.13 943.13 943.13
9.50 DISCHG .56 .57 .58 .59 .60 .61 .62 .63 .64 .65
9.50 ELEV 943.14 943.14 943.14 943.14 943.15 943.15 943.15 943.15 943.16 943.16
10.00 DISCHG .66 .67 .69 .70 .71 .72 .73 .75 .76 .78
10.00 ELEV 943.16 943.16 943.17 943.17 943.17 943.18 943.18 943.18 943.19 943.19
10.50 DISCHG .79 .81 .83 .85 .88 .90 .93 .96 .99 1.02
10.50 ELEV 943.19 943.20 943.20 943.21 943.21 943.22 943.23 943.23 943.24 943.25
11.00 DISCHG 1.06 -1 .09 1.13 1.17 1.21 1.25 1.29 1.34 1.39 1.44
11.00 ELEV 943.26 943.27 943.28 943.28 943.29 943.31 943.32 943.33 943.34 943.35
" .50 DISCHG 1.49 1.56 1.65 1.81 2.03 2.33 2.68 3.12 3.71 4.23
11.5~ ELEV 943.36 943.38 943.40 943.44 943.50 943.57 943.65 943.76 943.91 944.08
12.00 01 SCHG 4.56 4.93 5.28 5.57 5.78 5.88 5.93 5.96 5.98 5.98
12.00 ELEV 944.27 944.49 944.70 944.87 944.99 945.06 945.10 945.13 945.14 945.14
12.50 DISCHG 5.97 5.96 S.9S 5.93 5.91 5.88 5.86 5.83 5.81 5.77
12.50 ELEV 945.14 945.13 945.12 945.10 945.09 945.07 945.05 945.03 945.01 944.99
13.00 DISCHG 5.73 5.69 5.64 5.60 5.55 5.51 5.46 5.41 5.37 5.32
13.00 ELEV 944.96 944.94 944.91. 944.89 944.86 944.83 944.80 944.78 944.75 944.72
13.50 DISCHG 5.27 5.23 5.18 5.13 5.08 5.04 4.99 4.94 4.89 4.85
13.50 ELEV 944.69 944.67 944.64 944.61 944.58 944.55 944.53 944.50 944.47 944.44
TRZO XEQ 10-08-93 17:04
REV PC 09/83(.2)
PRIOR LAKE MINI-STORAGE, PRIOR LAKE, MINNESOTA
(9/22/93) POST-OEVELOPMENT/100-YR/24-HR/TYPE II STORM EVENT
JOB 1 PASS 1
PAGE 3
14.00 OISCHG 4.80 4.75 4.71 4.66 4.61 4.57 4.52 4.48 4.43 4.39
14.00 ELEV 944.41 944 .39 944.36 944.33 944.30 944.28 944.25 944.22 944.20 944.17
14.50 DISCHG 4.34 4.30 4.25 4.21 4.17 4.12 4.05 3.93 3.82 3.71
14.50 ELEV 944.14 944.12 944.09 944.07 944.04 944.02 943.99 943.96 943.93 943.91
RUNOFF VOlUME ABOVE BASEFLOY - 3.30 YATERSHED INCHES, 19.57 CFS-HRS, 1.62 ACRE-FEET; BASEFLOY = .00 CFS
OPERATION RUNOFF STRUCTURE 2
OUTPUT HYDROGRAPH= 3
AREA- .00 SQ MI INPUT RUNOFF CURVE: 87. TIME OF CONCENTRATlON= .17 HooRS
INTE~L HYDROGRAPH TIME INCREMENT- .0227 HOURS
PEAK TlME(HRS)
12.01
PEAK DISCHARGE(CFS)
5.23
PEAK ELEVATION(FEET)
(RUNOFF)
TIME(HRS)
4.50
5.00
5.50
6.00
6.50
fiRST HYDROGRAPH POINT =
DISCHG .00 .00
DISCHG .01 .01
DISCHG .01 .01
DISCHG .02 .02
DISCHG .03 .03
.00 HOURS
.00
.01
.01
.02
.03
TIME INCREMENT = .05 HOURS
.00 .00 .00 .01
.01 .01 .01 .01
.01 .01 .01 .02
.02 .~ .~ .~
.03 .03 .03 .~
DRAINAGE AREA =
.01 .01
.01 .01
.02 .02
.03 .03
.03 .03
.00 SQ.MI.
.01
.01
.02
.03
.03
~ . . I
.7.'00 DISCHG .03 .03 .03 .03 .03 .04 .04 .04 .04 .04
7.50 DISCHG .04 .04 .04 .04 .04 .04 .04 .04 .04 .04
8.00 DISCHG .04 .04 .05 ' .05 .05 .05 .06 .06 .06 .06
8.50 DISCHG .07 .07 .07 .07 .07 .07 .07 .07 .07 .07
9.00 DISCHG .07 .08 .08 .08 .09 .09 .09 .09 .09 .09
9.50 OISCHG .09 .09 .10 .10 .11 .11 .11 .11 .11 .11
10.00 OISCHG .11 .12 .12 .12 .13 .13 ~13 .'4 .15 .16
10.50 OISCHG .16 .17 .18 .20 .20 .21 .22 ..23 .25 .26
11.00 DISCHG .26 .27 .29 .30 .32 .32 .33 .36 .39 .41
11.50 OISCHG .42 .54 .91 1.33 1.59 1.75 2.12 3.09 4.16 4.85
12.00 OISCHG 5.22 5.04 3.86 2.49 1.68 1.29 1.07 .89 .74 .66
12.50 DISCHG .62 .59 .56 .53 .51 .50 .48 .45 .42 .40
13.00 DISCHG .39 .38 .36 .34 .33 .32 .32 .31 .29 .28
13.50 OISCHG .28 .28 .26 .25 .24 .24 .24 _23 .22 .22
14.00 DISCHG .22 .21 .21 .20 .20 .19 .19 .19 .18 .18
14.50 OISCHG .17 .17 .16 .16 .15 .15 .15 .15 .15 .15
RUNOFF VOLUME ABOVE BASEFLOW == 3.58 WATERSHED INCHES, 3.47 CFS-HRS, .29 ACRE-FEET; BASEFLOY = .00 CFS
OPERATION RESVOR STRUCTURE 2
INPUT HYDROGRAPH='3 OU1PUT HYDROGRAPH= 4
SURFACE ELEVATlON= 948.00
.'
*** VARNING.NO ~EAK FOUND, MAXIMUM DISCHARGE = 1.04CFS.
PEAK TlME(HRS) PEAK DISCHARGE(CFS) PEAK ELEVATION(FEET)
12.30 1.04 949.07
1
TR20 XEQ 10.08.93 17:04
REV PC 09/83(.2)
PRIOR LAKE MINI-STORAGE, PRIOR LAKE, MINNESOTA
(9/22/93) POST-OEVELOPMENT/100-YR/24.HRnYPE II STORM EVENT
JOB 1 PASS 1
PAGE 4
TlME(HRS) FIRST HYDROGRAPH POINT = .00 HOURS TIME INCREMENT = .05 HOURS DRAINAGE AREA = .00 SQ.MI.
5.50 DISCHG .00 .00 .00 .00 .00 .00 .00 .01 .01 .01
5.50 ELEV 948.00 948.00 948.00 948.00 948.00 948.00 948.00 948.01 948.01 948.01
6.00 DISCHG .01 .01 .01 .01 .01 .01 .01 .01 .01 .01
6.00 ELEV 948.01 948.01 948.01 948.01 948.01 948.01 948.01 948.01 948.01 948.01
6.50 DISCHG .01 .01 .01 .01 .01 .01 .01 .01 .01 .01
6.50 ELEV 948.01 948.01 948.01 948.01 948.01 948.01 948.01 948.01 948.01 948.01
7.00 DISCHG .02 .02 .02 .02 .02 .02 .02 .02 .02 .02
7.00 ELEV 948.02 948.02 948.02 948.02 948.02 948.02 948.02 948.02 948.02 948.02
7.50 DISCHG .02 .02 .02 .02 .02 .02 .02 .02 .02 .02
7.50 ELEV 948.02 948.02 948.02 948.02 948.02 948.02 948.02 948.02 948.02 948.02
8.00 DISCHG .03 .03 .03 .03 .03 .03 .03 .03 .03 .03
8.00 ELEV 948.02 948.03 948.03 948.03 948.03 948.03 948.03 948.03 948.03 948.03
8.50 DISCHG .03 .03 .03 .04 .04 .04 .04 .04 .04 .04
8.50 ELEV 948.03 948.03 948.03 948.03 948.04 948.04 948.04 948.04 948.04 948.04
9.90 DISCHG .04 .04 .04 .05 .05 .05 .05 .05 .05 .05
9.00 ELEV 948.04 948.04 948.04 948.04 948.05 948.05 948.05 948.05 948.05 948.05
9.50 DISCHG .05 .05 .06 .06 .06 .06 .06 .06 .06 .07
9.50 ELEV 948.05 948.05 948.05 948.06 948.06 948.06 948.06 948.06 948.06 948 ~ 06
10.00 DISCHG .07 .07 .07 .07 .07 .07 .08 .08 .08 .08
10.00 ELEV 948.07 948.07 948.07 948.07 948.07 948.07 948.07 948.08 948.08 948.08
10.50 DISCHG .08 .09 .09 .09 .09 .10 .10 .11 .11 .11
10.50 ELEV 948.08 948.08 948.09 948.09 948.09 948. 10 948. 10 948. 10 948.11 948.11
, ,.
. .
.
.
--...<'
~
1 .'-
TR20 XEQ 10-08-93 17:04
REV PC 09/83(.2)
PRIOR LAKE MINI-STORAGE, PRIOR LAKE, MINNESOTA
(9/22/93) POST-DEVELOPMENT/100-YR/24-HR/TYPE II STORM EVENT
JOB
SUMMARY
PAGE 7
stIIWtY TABLE 3 - DISCHARGE (CFS) AT XSECTlONS AND STRUCTURES FOR ALL STORMS AND ALTERNATES
XSECY IrM/ DRAINAGE
STRUCTURE AREA STORM NUMBERS..........
ID (SQ HI) 1
o STRUCTURE 2 .00
+
ALTERNATE 1 1.04
o STRUCTURE 1 .01
+
ALTERNATE 1 5.98
1END Of 1 JOBS IN THIS RUN
~ ~ . I
\.1 :00 DISCHG .12 .12 .13 .13 .14 .14 .15 .15 .16 .17
11.00 ELEV 948.11 948.12 948.12 948.13 948.13 948.14 948.14 948.15 948.16 948.16
11.50 DISCHG .17 .18 .20 .22 .26 .30 .35 .41 .50 .62
11.50 ELEV 948.17 948.18 948.19 948.22 948.25 948.29 948.34 948.40 948.49 948.60
12.00 DISCHG .75 .87 .97 1.03 1.04 1.04 1.04 1.04 1.04 1.04
12.00 ELEV 948.73 948.85 948.95 949.01 949.05 949.06 949.07 949.07 949.06 . 949.05
12.50 DISCHG 1.03 1.03 1.03 1.02 1.00 .99 .97 .96 .94 .93
12.50 ELEV 949.04 949.02 949.01 948.99 948.98 948.96 948.95 948.94 948.92 948.91
13.00 DISCHG .91 .90 .88 .87 .85 .84 .82 .81 .79 .78
13.00 ELEV 948.89 948.88 948.86 948.85 948.83 948.82 ~ 948.80 948.79 948.77 948.76
13.50 DISCHG .76 .75 .74 .72 .71 .70 .68 .67 .66 .64
13.50 ELEV 948.75 948.73 948.72 948.71 948.69 948.68 948.67 948.65 948.64 948.63
14.00 DISCHG .63 .62 .61 .60 .59 .57 .56 .55 .54 .53
14.00 ELEV 948.62 948.61 948.59 948.58 948.57 948.56 948.55 948.54 948.53 948.52
14.50 DISCHG .52 .51 .50 .49 .48 .47 .46 .45 .45 .44
14.50 ELEV 948.51 948.50 948.49 948.48 948.47 948.46 948.45 948.44 948.44 948.43
RUNOff VOLUME ABOVE BASEfLOU · 2.80 WATERSHED INCHES, 2.71 CFS-HRS, .22 ACRE-FEET; BASEFLOU -= .00 CFS
EXECUTIVE CONTROL OPERATION ENDCMP RECORD ID
+ COFUTATlONS COMPLETED FOR PASS 1
1R20 XEQ 10.08-93 17:04
REV PC 09/83(.2)
PRIOR LAKE MINI-STORAGE, PRIOR LAKE, MINNESOTA
(9/22/93) POST.DEVELOPMENT/100-YR/24-HR/TYPE II STORM EVENT
JOB 1 PASS 2
PAGE 5
EXECUTIVE CONTROL OPERATION ENDJOB
1
RECORD ID
TR20 XEQ 10-08-93 17:04
REV PC 09/83( .2)
PRIOR LAKE MINI-STORAGE, PRIOR LAKE, MINNESOTA
(9/22/93) POST.DEVELOPMENT/100-YR/24.HR/TYPE II STORM EVENT
JOB 1 SUMMARY
PAGE 6
SUMMARY TABLE 1 . SELECTED RESULTS Of STANDARD AND EXECUTIVE CONTROL INSTRUCTIONS IN THE ORDER PERFORMED
(A STAR(*) AFTER THE PEAK DISCHARGE TIME AND RATE (CFS) VALUES INDICATES A FLAT TOP HYDROGRAPH
A QUESTION MARK(?) INDICATES A HYDROGRAPH WITH PEAK AS LAST POINT.)
SECTION/ STANDARD RAIN ANTEC MAIN PRECIPITATION PEAK DISCHARGE
STRUCTURE CON1ROL DRAINAGE TABLE MOIST TIME .--...................... RUNOFF ............--........................
ID OPERATION AREA , COND I NCREM BEGIN AMOUNT DURATION AMOUNT ELEVATION TIME RATE RATE
(SQ MI) (HR) (HR) (IN) (HR) (IN) (FT) (HR) (CFS) (CSM)
ALTERNATE STORM
+
STRUCTURE 1 RUNOFf .01 2 2 .05 .0 5.90 24.00 4.09 12.04 31.66 3441. 8
STRUCTURE 1 RESVOR .01 2 2 .05 .0 5.90 24.00 3.30 945.14 12.44 5.98 650.0
STRUCTURE 2 RUNOFF .00 2 2 .05 .0 5.90 24.00 3.58 12.01 5.23 3488.3
STRUCTURE 2 RESVOR .00 2 2 .05 .0 5.90 24.00 2.80 949.07 12.301 1.047 694.8
CAUTION: When connected to
electrical service, these lumin-
aires carry dangerous voltages.
W~en replacing lamps or
otherwise servicing luminaires,
observe all precautions usually
taken in handling high voltage
equipment.
. . ':... ~
,
INSTAllATION INSTRUCTIONS
For
WPS Mini-Wallprism @
This Lumin~ire is designed for out-
door lighting and should not be
used in areas with limited ventila-
ti~n or within enclosures with high
ambient temperatures.
NOTE: These units ~re for 120 volt
60 Hz input only!
Recessed Box Mounting
1. Remove Mounting Kit and Install
over recessed boxCD In wall. Be sure
to use gasket to Insure proper
seal@.
2. Unhinge refractor<!) and remove
reflector<D.
3. Pull feed lines thru 0/4" back hole In
fixture and slip unit over mounting
plate nipple@ sandwiching O-Ring
gasket@ between fixture and
mounting plate@.
4. Attach locknut and tlghten@ se-
curely to firmly compress O-Ring
gasket@.
5. Adjust fixture alignment and
tighten .et Icrew@. @
8. Make wire splices Inside fixture
using wire nuts. Replace reflector,
install lamp and attach reflector.
0~
--,
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. I
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UN 59-00365-000
2 Surface MourPred
t
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@ listed for
L Wet Locations
· E86021
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it
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PRODUCT SPECIFICATIONS
. APPUCATIONS
Security, accent. convenience and perimeter
lighting. lighting over entrance ways and
garage doors, indoor parking garages.
tunnels. overpasses and alleys.
Ii CONSTRUCTION
Precision die-cast aluminum housing
finished in Duraplex II™ bronze polyester
powder. Deluxe glazed porcelain lamp
socket. Field-adjustable for "fine tuning" of
vertical light distribution. Continuous rubber
gasket between housing and refractor
provides a tight "weather-resistant" seal.
Impact resistant UV stabilized polycarbonate
refractor retards yellowing. One-piece "wrap
around" reflector for maximum light
utilization and optimum distribution.
Catadioptic refractor redirects light and
minimizes glare. Hinged and secured by two
captive screws,
'i1
~
'.~~
~~
.
ORDERING INFORMATION
; ~ '(
~:5
l\
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I
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t<
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1.~,
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WNPS Series
Mini-Wallprism
35 watts thru 100 watts
High Pressure Sodium
OPTICS
Highly specular anodized aluminum reflector
for smooth "down-and-out" distribution.
Asymmetric design redirects available light
into useful 0-60" zone, Refer to Section 12
for photometric data.
BALLAST
Normal power factor reactor ballasts for
120V input (277V available. consult factory),
Refer to Section 12 for electrical data.
INSTALLATION
Precision die-cast aluminum mounting plate
with cast -in knockouts for alignment with all
standard recessed boxes, Allows quiCk
retrofitting over existing recessed boxes.
One- tapped hole on each side and top for
conduit or photocontrol,(1/2- NPS
standard). Complete with closure plugs.
Catalog No. Watts Lamp Base Volts lNeight Ballast
HIGH PRESSURE SODIUM
. WNPS35NLXL 35 E17/817 Medium 120 6 Ibs. Reactor (NPF)
. WNPSSONLXL 50 E17 /817 Medium 120 6 Ibs. Reactor (NPF)
. WNPS70NLXL 70 E17/B 17 Medium 120 6 Ibs. Reactor (NPF)
. WNPS1 01 NLXL 101 817 Medium 120 7 Ibs. Reactor (NPF)
BALlASTS: All HPS units supplied with normal power factor reactor ballasts lor 120V input only. For high
power factor. change Cat. No. suffix from "NLX. to -HLX..
OPTIONS
To order the following factory installed
options, add appropriate suffix to Cat. No.
Suffix
FUSING: In-line fusing to protect HID
circuitry. . . . . . . . . . . . . , . , . , , . . . . . . FS
-
ACCESSORIES
The following are field installed
accessories. Order by Cat. No.
Cat.. No,
PHOTOCONTROL: Ready-to-wire
time-delay for automatic
"dust-to-dawn" lighting, . . , . . , . . . P110A
. Stock Item: Normall~ carcjed in factory stock and/or at local regional warehouses.
LAMP
Supplied with medium base lamps. (See
Ordering Information.) Refer to Section 12
for lamp data,
SlDICD fJ 21
_...-
''''
~-~,
...I
-
TeChnical Data 12
WNPS Series
Mini-Wallprism
CIIIIl
FOOTCANOlECORRECTION
Different LampsIWatts
Multiply the following factors times the footcandle values
for changes in lamp wattage.
35W HPS .40
SOW HPS .70
lOW HPS 1.00
101W HPS 1,63
Different Mounting Height
Multiply the fonowing factors times the footcandle values
for changes in mounting height.
To Change from 10'
New Height 8' 10' 12' 15' 20' 25'
Factor 1,56 1,0 .69 .44 ,25 .16
4UH
....
The curve drawing is based on a lOW HPS unit
with a coated lamp at 10' mounting height.
To Change from 15'
New Height 10' 12' 15' 20' 25'
Factor 2.25 1,56 1.00 .56 ,28
.! Il't'..-:",~;,.,.::: ''''.!,'''!' .
"\'--"':"~"~f')"P!,'\r,'i?"&~i~~'lif~>~~;.o;,,,-~~~,'.:!f$~~'1'i'~""'if4',<"'ifif'At:'l!t ~
WPC Series
Cut-Oft Wallprism
FOOTCANDLE CORRECTION
Different LampsIWatts
Multiply the fonowing factors times the footcandle
values for changes in lamp wattage.
35W HPS ,14
SOW HPS .25
70W HPS .36
100W HPS .59
150W HPS 1.0
70MAl .34
100MAl ,45
o;fferent Mounting Height
Multiply the following factors times the footcandle
values for changes in mounting height.
To Change from 10'
New Height 8' 10' 12' 15'
Factor 1.56 "1.0 .69 .44
4xMH
The curve drawing is based on a 150W HPS unit
with a clear lamp at 20' mounting height.
2MH lMH'
lMH 2MH 3MH
2MH lMH
l'MH 2MH 3MH
II
3MH
lMH
lMH
2UH
2MH
U\
150W HPS at 1 A' Mounting Height
70W HPS at 10' Mounting Height
102 II SIliCa ~~" -: '
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},/'~/ r/;~ Ken r~vee. Plan F~:vi e"-'l'r. Proj PC t ; :: t 'Jr';.' DC J ~ui 1(1 Ll{~['
/"/f:l v The City of Prior L~ke. ~POTi i!:s\.lance of the permit for the above project,
~/ l> is accepting full 1.1abllay and holds this plan r.:viewer, harmless ~md not
liable for any omission~ and errors in plan review. This plan review is
provided as a suggested reveiw to be considered by the City prior to the
permit issue. Items of concern and needing clarification prior to the
permit issue are as follows:
r.rhr;c~r buil :li'.ol.'r~: re t:/l1:lc'':1..1y 9. II: oceuYi:ncy h:)weve:c becc,use
Gf t 0 ~ix~, ~ust be cl~csified UE 8 B2 o~cupancy. Under
n 32 OCcu'lc.ney , tyne VN construction a totp 1.. of 8,000 sq.
fot is ;:11m'.'cd, Bu.ilding C has 9,000 sc ft and i~ 8110wed
under sectlcn 506 , o~,len on 2 aides by more than 20 feet
incre~Ge is 1.25~ ner foot ov~r 20 thi3 hac 30 co 10
timec 1.25~ ecu~l~ 12.5 per cent increase or 9,000 2Q. ft
2. Office of 30 l,;r 30 ~,hould be cener'; ted from XKMDa '!".~mainder
of buildinc by 1 hour ~e~'ration.
3. J\. ~)8nit8.ry f~J.c,iJ~ity TI1UE:"t be 8,vo.iJ.2.t)lc to office~
~ . :nectrica1 Dlans cl10uld be ~,:ubmi tted by thE) ['.ppro nrio.te
r~unJ.ified individt:al, ::d.f',ned.
5. The 1c'<.:8 eereement or ten;:nt 8greerr:ent r-hou1d not (:llow
the, storaGe of flammable liC!uid.r:~ or eXT)locive3.
As -:,;cr the }'ire Cod 8, a fire hydrant should be lc~8. ted co ~
thr-'.t no Tiortion ')f any bui1din{; is further- than 150 from a
hy(;trnnt ..
Section 202 (f) 3.1-:1.: an"'1lief', ac to lir>bility.
~.1. O#'~.
U~:ine: st?,te of ~,~inn figL~re~ of 12.27 per 8(1. ft for 8.. tv-::>e
vn construction of Cr.rage t'1e value cf th:i.~ conctruction is
~~ ~~,o~"L.o-
:rh8"10r:T'li t fee b:',,:cc1 on thrt v('luc ic ~ 1(4C..Cb
J)1 '~n chee',: fee on t:-,2.::, i~--9~ r-4q ,r:?
..;u b:1:.1. t to l1en Svee
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30 SCALE
SIN'GLE-UNIT WHEEL TRACKS
45 FT. OUTSIDE RADIUS
\ PHOTO LAB NO. 65-~722
;V dCr'1i /z--/H-/rr
3~
BUILDIN~~S~:~;:g:~~TMENT B071~ ~/U71/V6 #6
r!f6- 5"~ e,
COMMERCIAL & MULTI-UNIT PLAN REVIEW CHECKLIST
Project Name: f>t'"IQr
L.~
Cr~t
M.. .
., t'\. ,
Job Address: \ ~ bOO
e...~~
~~
etJ
I. CLASSIFICATION OF BUILDING:
A.
Use of Building
1.
-S.'A
Occupancy Group (Table ~
$1
2. Occupancy Separations (Table 5-B) N "
B. Type of Construction (Table 5-A) It 14
C. Location ofPreperty
L. Side
R. Side
Front
Rear
D. Floor Area
1. Actual 7 ~ot::J I! 10oo} ,'~O"O = /..t:J1 ~.,.
2. Allowable (Table 5-C) , 1., IIJD J1
3. Area Increase
a)
Open Area (505)
Sprinkler (505.3)
g' S>idtrS ,. 2'~ 1 ~ e~ -t~4- 7 Zo'.2foao
b)
NA
c)
Multi-Story (506)
N~
4.
Mixed Occupancy Calculation =
NA
E. Height and Number of Stories
1.
Actual: Stories ----L- Height
J
2.
Allowable (Table 5-D): Stories ";j.... Height
Allowable Increase tJPr
3.
<50(/ ,Ii
12-/1 'fir,
3-~
CITY OF PRIOR LAKE
BUILDING INSPECTION DEPARTMENT
Project Name:
COMMERCIAL & MULTI-UNIT PLAN REVIEW CHECKLIST
~;w- ~ ~~ ~.~
I ~OOb Cre.&..t t- R,vC/-- ed
Job Address:
I. CLASSIFICATION OF BUILDING:
A.
Use of Building
~~-A
1.
Occupancy Group (Table ;sd)
Sol
2. Occupancy Separations (Table 5-B) N Iq
B.
Type of Construction (Table 5-A)
" ",
C. Location of Property
Front
Rear
L. Side
R. Side
D. Floor Area
1.
Actual 7, o~p ,,7.000 I ~ Q,Jo
c- '2..() 0 0 0
I
r;zf
2.
Allowable (Table 5-C)
IL,OOO t1
3.
Area Increase
ZA,oco ~
2 s; ttt~ ~ ,Y.., Z ~ ~f;A..,~ ~ > 'zo'
rN'J.\ .,
a) Open Area (505)
b) Sprinkler (505.3)
c) Multi-Story (506) W A
4. ,Mixed Occupancy Calculation = fJ ~
E. Height and Number of Stories
1.
Actual: Stories
Height
2.
Allowable (Table 5-D): Stories
Allowable Increase "F\
Height
3.
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Memorandum
DATE: July 2, 1999
TO: Jenny Tovar, Planner
FROM: Robert D. Hutchins, Building Official (Zn~
RE: Prior Lake Mini Storage 6000 Credit River Rd
Following are the results of the preliminary plan review for the Prior Lake Mini Storage
buildings. 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
Council of American Building Officials American National Standard (CABO/ ANSn.
1. Submit signed architectural, structural, site, and a Certificate of Survey.
2. Submit a soils report.
3. Submit the Structural Engineer's requirements for Special Inspections. UBC 1701.5.
4. It appears that the two additional proposed buildings may be over the allowable area
for an S-1 occupancy type storage building. The buildings may require fire walls to
place them in compliance. UBC Table 5-B
5. Provide HDCP onsite parking. UBC Appendix Table A-I1-A 6.
This is a preliminary review only. The plans where obtained at a meeting with Dave Ryan
of Valley Surveying on March 30, 1998. The plans submitted where not detailed. A
complete set of plans is required to perform a code analysis. Items such as Type of
construction, Area, and Location on property of the existing and proposed buildings will
need to be provided. 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
pennit can be issued.
I
; I
.~'"
ir~/'-
April 20, 1998
Prior Lake Mini-Storage
Attn.: Gary Thomas
PO Box 111
Prior Lake, MN 55372
RE: Inquiry for Additional Buildings
Dear Mr. Thomas,
In response to your inquiry to construct two additional buildings, the City of Prior Lake
cannot approve a building permit application for two additional metal storage buildings
and expanded outdoor storage area for Prior Lake Mini Storage. Upon reviewing the
Variance File #93-013 and consulting with the City Attorney on this matter, the following
conclusions were made:
1. Minutes of October 21, 1993, to approve variance to allow metal buildings was
approved with seven specific conditions (attached). Condition #5 states any future
development of the property will require subdividing the property ~nd th~t this is the-
~!!~t~~unit available' for the property without subdividing. Condition #6 stated there
is to be no outdoor storage.
2. Section 5-6-8 of the City Code is a sunset provision for variances granted prior to
November 5, 1995. Any variances granted prior to November 5, 1995 for which the
necessary permits have not been issued became null and void on November 6, 1996.
Therefore, we cannot issue a permit in violation of the conditions of the variance
granted in 1993 or in violation of the City Code. In order to proceed with your project
the following must be completed:
1. The property must be subdivided. This was a condition of approval of the variances
granted in 1993. The city has a subdivision ordinance, of which, all requirements
must be complied with upon subdividing property. We have a subdivision packet we
can mail to you upon request. The City Council approves subdivisions.
16200 ~i$'A~~~~~a 55372-1714 / Ph. (612) 447-4230 / Fax (612) 447-4245
AN EQUAL OPPORTUNITY EMPLOYER
-
..
Memorandum
Date:
To:
From:
Re:
March 31, 1998
Jeruii Tovar . ~ ~
Robert D. Hutchins {2-0
Prior L~e Mini Storage
6000 Credit River. Road
Per"bur meeting ~th Dave Ryan of Valley SurveyingQn March 30, 1998, regarding Prior
LaklMini Stora~, the following building code issues must be addressed. My review is
based on the Minnesota State Building Code (MSBC) which has adopted with .
amendments the 1994 Uniform Building Code (UBC) with nandicap regulations of the
Council of American Building Officials, American National Standard (CABO/ANSI). At
this meeting, there were no building plans to review, only a site survey.
1. Submit signed architectural, structural, and site plans, and a Certificate of Survey.
2. Submit a soils report.
3. Submit the Structural Engineer's requirements for Special Inspections. UBC 1701.5.
4. Building issues on type of construction and location on the .property will depend on the
size and location of the existing and proposed buildings: '
This is a preliminary site review only. Other code items will be addressed when the
preliminary plans are submitted.
c::f( ~ ~
rft5 -rdVV~
BPLMINI.DOC
BRAUNSM
INTERTEC
Braun Intertec Corporation
6950 West 146th Street, Suite 131
Apple Valley, Minnesota 55124-8520
612-431-4493 Fax: 431-3084
Engineers and Scientists Serving
the Built and Natural Environment~
October 12, 2000
Project BODX-OO-I06C
Mr. Bob Hutchins
City of Prior Lake
Building Inspections Department
17073 Adelman Street
Prior Lake, MN 55372
r.', r[~-:',,-
'u !, , L5 ........:. l.____'
.---~---_.__.
.,am
lw
Dear Mr. Hutchins:
Re: Summary of Excavation Observations, Compaction Testing, Concrete Testing and
Structural Steel Observation Services, Prior Lake Mini-Storage Addition, Prior Lake,
Minnesota
As authorized on June 12, 2000, we have conducted excavation observations, compaction testing,
concrete testing and structural steel observations for the Prior Lake Mini-Storage Addition. The
purpose of the excavation observations was to aid in determining the suitability of the soils
encountered in the excavation bottoms for fill and building support. The purpose of the
compaction testing was to aid in evaluating the suitability of the engineered fill placed for
building support. The purpose of concrete testing was to evaluate the strength of the concrete
placed. The purpose of the structural steel observations was to inspect structural details on
building members and frames.
Available Information
Braun Intertec previously performed a geotechnical evaluation report for this project. The results
were issued in our report, BODX-00-036 dated March 27, 2000.
Excavation Observations
The excavation observations were conducted by a Senior Engineering Assistant from May 23
through July 5, 2000. The sidewalls of the excavation indicated the bottom of the excavations
extended through the surficial topsoil into the underlying lean clays.
Random shallow (about 3 feet deep) hand auger probes were used to assist in evaluating the
excavation bottom soils. Estimates of the soil consistency were based on the penetration and
turning resistances of the hand auger probes. Soil classifications were determined in accordance
with the American Society for Testing and Materials (ASTM) procedures by examining the hand
auger probe cuttings.
City of Prior Lake
Project # BODX-OO-l 06C
October 12, 2000
Page 2
The hand auger probes performed in the building pads typically encountered lean clay and sandy
lean clay. Based on the hand auger probes, the clays were estimated to be in a medium condition.
Based on the construction staking provided by others, it appears the excavations were adequately
oversized.
Compaction Testing
A total of 22 compaction tests (Tests I through 22) and one retest (Test 4A) were performed in
the fill placed to establish building grade. All tests and subsequent retests met or exceeded the
minimum density requirement of 95 percent of standard Proctor maximum dry density (ASTM D
698).
Results of the compaction tests and Proctor curves were previously submitted and are attached to
this report.
Concrete Testing
Seven sets of concrete cylinders were cast in the field to evaluate the concrete delivered to the
site. This testing was completed by a Braun Intertec American Concrete Institute (AeI) certified
Level I Concrete Technician. Results of these tests are included with this report for your review
and reference. In summary, results of the concrete compressive strength tests indicate the
concrete tested at the site met or exceeded the minimum specified compressive Strength.
Bolting Observations
Non-destructive examination services were performed by a Level II Technician qualified in
accordance with American Society for Non-Destructive Testing (ASNT) Publication SNT- TC-
lA, 1988 Edition, from July 11 to August 10,2000.
Based on the results of our observations, the bolted connections were completed according to the
project specifications. The results of the observations are summarized in the attached Special
Inspector Daily Reports.
Conclusions
Based on the results of our soil borings, excavation observations and hand-aug~f probes, it is our
opinion the soils encountered in the excavation bottoms were suitable for fill and building
support.
Based on the results of the compaction tests, it is our opinion the engineered fill tested was
adequately compacted for building support.
Based on the concrete compressive strength results, it is our opinion the concrete tested met the
minimum required compressive strength.
City of Prior Lake
Project # BODX-00-I06C
October 12, 2000
Page 3
Based on the structural steel observations, it is our opinion the bolted connections were
completed according to project specifications.
General
Services performed by the geotechnical engineers for this project have been conducted with that
level of care and skill ordinarily exercised by members of the profession currently practicing in
this area. No warranty, expressed or implied, is made.
If you have any questions regarding the information contained in this report or these results, or if
we may be of further assistance to you, please contact Bob Anderson or Greg Bialon at (952)
431-4493.
Sincerely,
Braun Intertec Corporation
1?~~b~Gh--
Robert D. Anderson
Engineering Assistant
Professional Certification:
I hereby certify that this plan, specification or
report was prepared by me or under my direct
supervision and that I am a duly Registered
Professional Engineer under the laws of the .
State of Minnesota.
~~~~
Principal Engineer
Registration Number: 24017
Attachments:
Report ofField Compaction Tests, Reports 1 through 6
Proctors P-l and P - 2
Compressive Test of Concrete Cylinder Reports 1 through 7
Sieve Analysis of Fine and Coarse Aggregates Report 1
Structural Steel Observations Reports 1 through 5
Daily Observation Reports 1 through 5
rdalgjb:tms\OO 1 06c\rpt-l
BRAUNSM
INTERTEC
Braun Intertec Corporation
6950 West 146th Street, Suite 131
Apple Valley, Minnesota 55124-8520
612-431-4493 Fax: 431-3084
\J
Report of Field Compaction Tests
Engineers and Scientists Serving
the Built and Natural Environmen~
Date:
June 19,2000
Project: BODX-OO-.1 06C
Report: 1
CHent:
Mr. Gary Thomas
Prior Lake Mini Storage
14200 Cedar Avenue
Prior Lake, MN 55372
Project Description:
Construction Testing and Special Inspections
Prior Lake Mini Storage 2000 Additions
6000 Credit River Road
Prior Lake, Minnesota
Max. Lab Inplace Specified
Soil Optimum Dry Density. Inplace Dry Relative Minimum
ID and Moisture* (Std.Proc.) Moisture Density Compaction Compact.
Test Date Type Classification (0/0) (pet) (0/0 ) (pcf) (010) (0/0 ) Comments
1 5/23/00 N P-l: SP 10 110 Y2 5 108 98 95 A
2 5/23/00 N P-1: SP 10 110 Y2 5 109 99 95 A
3 5/23/00 N P-1: SP 10 110 ~ 4 108 98 95 A
4 5/23/00 N P-2: SC 12 ~ 117 18 110 94 95 B
5 5/23/00 N P-2: SC 12 Y2 117 16 113 97 95 A
6 5/24/00 N P-1: SP 10 110 Y2 5 113 102 95 A
7 5/24/00 N P-1: SP 10 110 Y2 5 112 101 95 A
"Key: N
SC =
.
=
Nuclear, ASTM D 2922
Sand Cone, ASTM D 1556
O.M. and M.L.D.D. rounded to nearest 0.5
A = Test results comply with specifications.
B = Test results do not comply with specifications.
C = Test results meet zero air voids criteria.
=
Test Test Location Elevation
1 Building 'A', pad backfill; 30'N, 15'W ofSE comer 950
2 Building 'A', pad backfill; 85'N, 15'W of SE corner 950
3 Building 'A', pad backfill; 45'N, 10'E-of SW corner 951
4 Parking Lot, curb line; 10'E, 45'N of SW corner 947
5 Parking Lot, curb line; 15'E, 90'N of SW corner 948
6 Building 'A', pad backfill; 35'S, 10'E ofNE corner 951
7 Building 'A', pad backfill; 40'S, 10'E ofNE corner 951
Elevation Reference:
c: Mr. John Kosmos; K & K Design
Bldg. Inspection Dept.; City of Prior Lake
OOlO6c\cts-1
/
---
~
BRAUNSM
INTERTEC
Braun Intertec: Corporation
6950 West 1.46th Street, Suite 131
Apple Valley, Minnesota 55124-8520
612-431-4.493 Fax: .431-308.4
Report of Field Compaction Tests
Engineers and Scientists Serving
the Built and Natural Env;ronmen~
Date:
June 19, 2000
Project: BODX-00-106C
Report: 2
Client:
Mr. Gary Thomas
Prior Lake Mini Storage
14200 Cedar Avenue
Prior Lake, MN 55372
Project Description:
Construction Testing and Special Inspections
Prior Lake Mini Storage 2000 Additions
6000 Credit River Road
Prior Lake, Minnesota
Max. Lab Inplaee Specified
Soil Optimum Dry Density. Inplaee Dry Relative Minimum
ID and Moisture* (Std.Proe. ) Moisture Density Compaction Compact.
Test Date Type Classification (0/0) (pef) (0/0 ) (pef) (0,10 ) (0,10 ) Comments
8 5/25/00 N P-1: SP 10 110 ~ 4 113 102 95 A
9 5/25/00 N P-l: SP 10 110 ~ 4 113 102 95 A
10 .5/25/00 N P-l: SP 10 110'l'2 4 113 102 95 A
4A 5/25/00 N P-2: SC 12 Yz 117 15 115 98 95 A
.
Key: N
SC =
*
=
Nuclear, ASTM D 2922
Sand Cone, ASTM D 1556
O.M. and M.L.D.D. rounded to nearest 0.5
A = Test results comply with specifications.
B = Test results do not comply with specifications.
C = Test results meet zero air voids criteria.
=
Test Test Location Elevation
8 Building 'AI, pad backfill; IS'E, 40'N of SW corner 952
9 Building 'A', pad backfill; 15'W, 90'N ofSE comer 953
10 Building 'A', pad backfill; 10'W, 35'S ofNE comer 952
4A Retest of 4 947
Elevation Reference:
c: Mr. John Kosmos; K & K Design
Bldg. Inspection Dept.; City of Prior Lake
OOlO6c\cts-2
L
~
BRAUNSM
INTERTEC
Braun Intertec: Corporation
6950 West 146th Street, Suite 131
Apple Valley, Minnesota 55124-8520
612-431-4493 Fax: 431-3084
Report of Field Compaction Tests
Engineers and Scientists Serving
the Built and Natural Environments~
Date:
June 19, 2000
Project: BODX-00-I06C
Report: 3
CHent:
Mr. Gary Thomas
Prior Lake Mini Storage
14200 Cedar Avenue
Prior Lake, MN 55372
Project Description:
Construction Testing and Special Inspections
Prior Lake Mini Storage 2000 Additions
6000 Credit River Road
Prior Lake, Minnesota
Max. Lab Inplace Specified
Soil Optimum Dry Density* Inplace Dry Relative Minimum
ID and Moisture* (Std.Proc.) Moisture Density Compaction Compact.
Test Date Type Classification (010 ) (pet) (0/0 ) (pet) (%) (0/0 ) Comments
11 6/7/00 N P-1: SP 100 110 ~ 4 111 100 95 A
12 6n /00 N P-1: SP 100 110 ~ 8 108 98 95 A
13 6/7/00 N P-1: SP 100 110 Y2 4 111 100 95 A
14 6/7/00 N P-1: SP 100 110 Y2 5 108 98 95 A
,
.
Key: N =
SC =
. =
Nuclear, ASTM D 2922
Sand Cone, ASTM D 1556
O.M. and M.L.D.D. rounded to nearest 0.5
A = Test results comply with specifications.
B = Test results do not comply with specifications.
C = Test results meet zero air voids criteria.
Test Test Location Elevation
11 Building "0" Pad Backfill; 15'W, 15'N of SE comer 950
12 Building "D" Pad Backfill; 15'W, 65'N of SE comer 949
,
13 Building "0" Pad Backfill; 10'W, 95'N of SE comer 949
14 Building "0" Pad Backfill; 10'W, 45'S ofNE comer 950
Elevation Reference:
c: Mr. John Kosmos; K & K Design
Bldg. Inspection Oept.; City of Prior Lake
OOlO6c\cts-3
BRAUNSM
INTERTEC
Braun Intertec Corporation
6950 West 1.46th Street, Suite 131
Apple Valley, Minnesota 55124-8520
612-431-44.93 Fax: .431-308.4
J
Report of Field Compaction Tests
Engineers and Scientists Serving
the Built and Natural Environmen~
Date:
June 26, 2000
Project: BODX-00-I06C
Report: 4
Client:
Mr. Gary Thomas
Prior Lake Mini Storage
14200 Cedar Avenue
PriorLake,~ 55372
Project Description:
Construction Testing and Speciallnspections
Prior Lake Mini Storage 2000 Additions
6000 Credit River Road
Prior Lake, Minnesota
Max. Lab ,Inplace Specified
Soil Optimum Dry Density. Inplace Dry Relative Minimum
ID and Moisture. (Std.Proc.) Moisture Density Compaction Compact.
Test Date Type Classification (%) (pel) (0/0 ) (pel) (olc. ) (0;'.) Comments
15 6/23/00 N P-l: SP 10 110~ 4 112 101 95 A
16 6/23/00 N P-l: SP 10 110~ 4 109 99 95 A
17 6/23/00 N P-1: SP 10 110~ 5 112 101 95 A
Key~ N
SC =
*
=
Nuclear, ASTM 0 2922
Sand Cone, ASTM D 1556
O.M. and M.L.D.D. rounded to nearest 0.5
A = Test results comply with specifications.
B = Test results do not comply with specifications.
C = Test results meet zero aIr voids criteria.
=
Test Test Location Elevation
15 Backfill for Building "C" pad, 20'N, 15'W ofSW building pad comer 950
16 Backfill for Building "C" pad, 70'N, I51E of SE building pad comer 950
17 Backfill for Building "C" pad, 95'N, 10'E of SE building pad comer 949
Elevation Reference:
c: Mr. John Kosmas; KK. Design
Mr. Bob Hutchins.; City of Prior Lake
L
~
00 1 06c\cts-4
BRAUNSM
INTERTEC
Braun Intertec Corporation
6950 West 146th Street, Suite 131
Apple Valley, Minnesota 55124-8520
612-431-4493 Fax: 431-3084
J
Report of Field Compaction Tests
Engineers and Scientists Serving
the Built and Natural Env;ronment~
Date:
June 27, 2000
Project: BODX-00-106C
Report: 5
Client:
Mr. Gary Thomas
Prior Lake Mini Storage
14200 Cedar Avenue
Prior Lake, MN 55372
Project Description:
Construction Testing and Special Inspections
Prior Lake Mini Storage 2000 Additions
6000 Credit River Road
Prior Lake, Minnesota
Max. Lab Inplace Specified
Soil Optimum Dry Density* Inplace DI")' Relative Minimum
ID and Moisture* (Std.Proc.) Moisture Density Compaction Compact.
Test Date Type Classification (0/0) (pet) (%) (pet) (0/0) (0/0 ) Comments
18 6/27/00 N P-l: SP 10 110~ 4 110 99 95 A
19 6/27/00 N P-l: SP 10 110~ 4 109 99 95 A
Key: N
SC =
*
Nuclear, ASTM D 2922
Sand Cone, ASTM D 1556
O.M. and M.L.D.D. rounded to nearest 0.5
A = Test results comply with specifications.
B = Test results do not comply with specifications.
C = Test results meet zero air voids criteria.
=
Test Test Location .]('\'3 tion
18 Building "C" backfill, 25'S, 10lE ofNE building comer 949
19 Building "C" backfill, 60'S, 10'W ofNW building comer 950
i
Elevation Reference:
c: Mr. John Kosmas; KK. Design
Mr. Bob Hutchins.; City of Prior Lake
OOlO6c\cts-5
J es M. Samuelson
ranch Manager
J
BRAUNSM
INTERTEC
Braun Intertec Corporation
6950 West 146th Street, Suite 131
Apple Valley, Minnesota 55124-8520
612-431-4493 Fax: 431-3084
Report of Field Compaction Tests
Engineers and Scientists Serving
the Built and Natural Environmen~
Date:
July 5t 2000
Project: BODX-00..I06C
Report: 6
Client:
Mr. Gary Thomas
Prior Lake Mini Storage
14200 Cedar Avenue
Prior Laket MN 55372
Project Description:
Construction Testing and Special Inspections
Prior Lake Mini Storage 2000 Additions
6000 Credit River Road
Prior Lake, Minnesota
Max. Lab Inplace Specified
Soil Optimum Dry Density. Inplace Dry Relative l\{inimum
ID and Moisture. (Std.Proc. ) Moisture Density Compaction Compact.
Test Date Type Classification (%) (pet) (0/0) (pet) (0/0) (0/0) Comments
20 6/29/00 N pool: SP 10 110~ 4 109 99 95 A
21 6/29/00 N P-l: SP 10 110~ 4 110 99 95 A
22 6/29/00 N pool: SP 10 110~ 4 111 100 95 A
Key: N
SC =
.
=
Nuclear, ASTM D 2922
Sand Cone, ASTM 0 1556
O.M. and M.L.D.D. rounded to nearest 0.5
A = Test results comply with specifications.
B = Test results do not comply with specifications.
C = Test results meet zero air voids criteria.
=
Test Test Location . Elevation
20 Backfill for building pad "B"; 55'St 10'W ofNE building corner 950
21 Backfill for building pad "B"; 90'N t 10'W of SE building comer 948
22 Backfill for building pad "B"; 40'N, 10'E ofSW building comer 949
Elevation Reference:
c: Mr. John Kosmas; KK Design
Mr. Bob Hutchins.; City of Prior Lake
OOlO6c\cts-6
L
J
BRAUNSM
INTERTEC
Braun Intertec Corporation
6950 West 146th Street, Suite 131
Apple Valley, Minnesota 55124-8520
612-431-4493 Fax: 431-3084
Compressive Test of Concrete Cylinder
Test Method: ASTM C 39, 6" x 12" Cylinder
Engineers and Scientists Serving
the Built and Natural Environment~
Date:
July 7, 2000
Project Number:
BQDX-OO-I06C
Client:
Mr. Gary Thomas
Prior Lake Mini Storage
14200 Cedar Avenue
Prior Lake, MN 55372
Project
Description:
Constmction Testing and Special Inspections
Prior Lake Mini Storage 2000 Additions
6000 Credit River Road
Prior Lake, Minnesota
LDDATA:
et Number:
ate Cast:
ime Cast:
easured Slump:
easured Air:
oncrete Temperature:
. Temperature:
ylinder Cast By:
iquid Added at Site: '
ample Location:
1
6/6100
7:30 a.ID.
4"
6.7%
680f
530F
RDAlDEG
7 gallons of water
Slalron-grade: S'N to 5'E and 30'N to IS'E ofSW comer, Building A
4000
AVR
6%
3000
257/2005
4.
Sample No. Date Test Field Lab Test Max Load Cyl Area Compressive Remarks
Recvd Date Cure Cure Age (pounds) (sq in) Strength, psi Code(s)
lA 6n 6/13 1 6 7 72000 28.27 2550 B
IB 6n 7/4 1 27 28 94850 28.27 3360 E
lC 6n 7/4 1 27 28 98760 28.27 3490 E
Specified Strength at 28 Days (psi):
Remarks:
B: The 7-day test result projects that the specified strength will likely be met at 28 days according to a typical
strength age relations.
E: The average 28-day test resultS meets or exceeds the specified strength.
.... Mr. John Kosmas; KK. Design
Mr. Bob Hutchins.; City of Prior Lake
00I06c\conc.1
~
\
BRAUNSM
INTERTEC
Braun Intertec: Corporation
6950 West 146th Street, Suite 131
Apple Volley, Minnesota 55124-8520
612-431-4493 Fax: 431-3084
Compressive Test of Concrete Cylinder
Test Method: ASTM C 39, 6" x 12 tt Cylinder
Engineers and Scientists Serving
the Built and Natural Environmen~
Date:
July 7, 2000
Project Number:
BODX-OO-I06C
Client:
Mr. Gary Thomas
Prior Lake Mini Storage
14200 Cedar Avenue
Prior Lake, MN 55372
Project
Description:
Construction Testing and Special Inspections
Prior Lake Mini Storage 2000 Additions
6000 Credit River Road
Prior Lake, Minnesota
2
617/00
7 :25 a.m.
6"
6.5%
not given
600P
RDA
6 gallons of water
Slab-on-grade: 80'S, 10'E ofNW comer, Building A
4000
AVR
6%
3000
257/2005
.4
Sample No. Date Test Field Lab Test Max Load Cyl Area Compressive Remarks
Recvd Date Cure Cure Age (pounds) (sq in) Strength, psi Code(s)
2A 6/8 6/14 1 6 7 79290 28.27 2800 B
2B 6/8 7/5 1 27 28 110850 28.27 3920 E
2C 6/8 7/5 1 27 28 105660 28.27 3740 E
Specified Strength at 28 Days (psi): 3000
Remarks:
B: The 7-day test result projects that the specified strength will likely be met at 28 days according to a typical
strength age relations.
E: The average 28-day test results meets or exceeds the specified strength.
c: Mr. John Kosmas; K.K. Design
Mr. Bob Hutchins.; City of Prior Lake
/
eo'
-----
00I06c\conc.2
\,
BRAUNSM
I NTE RTEC
Braun Intertec Corporation
6950 West 146th Street, Suite 131
Apple Valley, Minnesota 55124-8520
612-431-.4493 Fax: 431-3084
Compressive Test of Concrete Cylinder
Test Method: ASTM C 39, 6" x 12" Cylinder
Engineers and Scientists Serving
the Built and Natural Environment~
Date:
July 19, 2000
Project Number:
BODX-OO-I06C
Client:
Mr. Gary Thomas
Prior Lake Mini Storage
14200 Cedar Avenue
Prior Lake, MN 55372
Project
Description:
Construction Testing and Special Inspections
Prior Lake Mini Storage 2000 Additions
6000 Credit River Road
Prior Lake, Minnesota
3
6/16/00
not given
not given
not given
not given
not given
Contractor
not given
Slab-on-grade, Building D
4000
AVR
6%
3000
not given
3
Sample No. Date Test Field Lab Test Max Load Cyl Area Compressive Remarks
Recvd Date Cure Cure Age (pounds) (sq in) Strength, psi Code(s)
3A 6120 6/23 4 3 7 68600 28.27 2430 B
3B 6/20 7/14 '4 24 28 109650 28.27 3880 D
3C 6/20 7/14 HOLD
Specified Strength at 28 Days (psi): 3000
Remarks:
B: The 7-day test result projects that the specified strength will likely be met at 28 days according to a typical
strength age relations.
D: The 28-day test result meets or exceeds the specified strength.
c: Mr. John Kosmas; KK Design
Mr. Bob Hutchins.; City of Prior Lake
C-
OOlO6c\conc,3
BRAUNSM
INTERTEC
Braun Intertec Corporation
6950 West 146th Street, Suite 131
Apple Valley, Minnesota 55124-8520
612-431-4493 Fax: 431-3084
1/
Compressive Test of Concrete Cylinder
, Test Method: ASTM C 39, 6" x 12ft Cylinder
Engineers and Scientists Serving
the Built and Natural Environment~
Date:
July 27, 2000
Project Number:
BODX-OO-I06C
Client:
Mr. Gary Thomas
Prior Lake Mini Storage
14200 Cedar Avenue
Prior Lake, MN 55372
Project
Description:
Constmction Testing and Special Inspections
Prior Lake Mini Storage 2000 Additions
6000 Credit River Road
Prior Lake, Minnesota
4
6/22/00
not given
not given
not given
not given
not given
Client
not given
Slab-on-grade, Building "D", north end
4000
AVR
6%
3000
not given
3
Sample No. Date Test Field Lab Test Max Load Cyl Area Compressive Remarks
Recvd Date Cure Cure Age (pounds) (sq in) Strength, psi Code( s)
4A 6/24 6/29 2 5 7 89700 28.27 3170 D
4B 6/24 7/20 2 26 28 129020 28.27 4560 D2
4C 6/24 7/20 HOLD
Specified Strength at 28 Days (psi): 3000
Remarks:
D: The 7 -day test result meets or exceeds the specified strength.
D: The 28-day test result meets or exceeds the specified strength.
c: Mr. John Kosmas; KK Design
Mr. Bob Hutchins.; City of Prior Lake
C--
oo106c\conc,4
~
BRAUNSM
INTERTEC
Braun Intertec Corporation
6950 West 146th Street, Suite 131
Apple Valley, Minnesota 55124-8520
612-431-4493 Fax: 431-3084
Compressive Test of Concrete Cylinder
Test Method: ASTM C 39,6" x 12" CyUnder
Engineers and Scientists Serving
the Built and Natural Environment~
Date:
August 14,2000
Project Number:
BODX-00-I06C
Client:
Mr. Gary Thomas
Prior Lake Mini Storage
14200 Cedar Avenue
Prior Lake, MN 55372
Project
Description:
Construction Testing and Special Inspections
Prior Lake Mini Storage 2000 Additions
6000 Credit River Road
Prior Lake, Minnesota
5
7/5/00
not given
not given
not given
not given
not given
Client
not given
Slab-on-grade: Building C, south end
4000
AVR
6%
3000
not given
4
Sample No. Date Test Field Lab Test Max Load Cyl Area Compressive Remarks
Recvd Date Cure Cure A~e (pounds ) (Sq in) Strength.. psi Code(s )
SA 7/10 7/12 S 2 7 88140 28.27 3120 D
5B 7/10 8/2 5 23 28 134340 28.27 4750 D2
5C 7/10 8/2 HOLD
, Specified Stren2th at 28 Days (psi): 3000
Remarks:
D: The 7 -day test result meets or exceeds the specified strength.
D2: The 28-day test result meets or exceeds the specified strength.
c: Mr. John Kosmas; KK Design
Mr. Bob Hutchins.; City of Prior Lake
00106c\conc,5
BRAUNSM
INTERTEC
J
Braun Intertec Corporation
6950 West 146th Street, Suite 131
Apple Volley, Minnesota 55124-8520
612.431-4493 Fox: 431-3084
Compressive Test of Concrete Cylinder
Test Method: ASTM C 39, 6" x 12" Cylinder
Engineers and Scientists Serving
the Built and Natural Environments~
Date:
Client:
Mr. Gary Thomas
Prior Lake Mini Storage
14200 Cedar Avenue
Prior Laket MN 55372
August 14,2000
Project Number:
BODX-00-I06C
Project
Description:
Constroction Testing and SpeciallnspectioDS
Prior Lake Mini Storage 2000 Additions
6000 Credit River Road
Prior Lake, Minnesota
4000
AVR
6%
3000
not given
3
6
7/6/00
not given
not given
not given
not given
not given
Client
not given
Slab-on-grade: Building Ct north end
Sample No. Date Test Field Lab Test Max Load Cyl Area Compressive Remarks
Recvd Date Cure Cure Age (pounds ) (Sq in) Strength, psi Code(s )
6A 7/10 7/13 4 3 7 111260 28.27 3940 D
6B 7/10 8/3 4 24 28 155190 28.27 5490 D2
6C 7/10 8/3 HOLD
Specified Strength at 28 Days (psi): 3000
Remarks:
D: The 7 -day test result meets or exceeds the specified strength.
D2: The 28-day test result meets or exceeds the specified strength.
c: Mr. John Kosmas; KK. Design
Mr. Bob Hutchins.; City of Prior Lake
oolO6c\conc.6
BRAUNSM
INTERTEC
Braun Intertec Corporation
6950 West 146th Street, Suite 131
Apple Volley, Minnesota 55124-8520
612-431-4493 Fox: 431-3084
j-(/ \cP
f;\~(,
Compressive Test of Concrete Cylinder
Test Method: ASTM C 39, 6" x 12" CyUnder
Engineers and Scientists Serving
the Built and Natural Environrrient~
Date:
August 21,2000
Project Number:
BODX-OO-I06C
Client:
Mr. Gary Thomas
Prior Lake Mini Storage
14200 Cedar Avenue
PriorLake,MN 55372
Project
Description:
Construction Testing and Special Inspections
Prior Lake Mini Storage 2000 Additions
6000 Credit River Road
Prior Lake, Minnesota
LD DATA:
t Number:
ate Cast:
ime Cast:
easured Slump:
easured Air:
ncrete Temperature:
ir Temperature:
tinder Cast By:
iquid Added at Site:
ample Location:
7
7/17/00
Not given
Not given
Not given
Not given
Not given
Client
Not given
Slab-on-grade: Building "B", south end
Not given
Not given
Not given
3000
Not given
3
Sample No. Date Test Field Lab Test Max Load CylArea Compressive Remarks
Recvd Date Cure Cure Ag,e (pounds ) (SQ in) Strendl. psi . Code(s)
7A 8/10 8/14 24 4 28 101810 28.27 3600 E
7B 8/10 8/14 24 4 28 119760 28.27 4240 E
7C 8/10 8/14 HOLD
Specified Strength at 28 Days (psi): 3000
Remarks:
E: The average 28-day test results meets or exceeds the specified strength.
c: Mr. John Kosmas; KK Design
Mr. Bob Hutchins.; City of Prior Lake
ool06c\conc,7
/'
BRAUNSM
I NTE RTEC
Braun Intertec: Corporation
6950 West 146th Street, Suite 131
Apple Valley, Minnesota 5512.4-8520
612..431..4.493 Fax: 431-3084
Sieve Analysis of Fine and Coarse Aggregates
ASTM C 136-848
Engineers and Scientists Serving
the Built and Natural Environment~
Date: June 9, 2000
Project: BODX-00-I06C
Project
Description:
Construction Testing and Speciallnspections
Prior Lake Mini Storage 2000 Additions
6000 Credit River Road
Prior Lake, Minnesota
Client:
Mr. Gary Thomas
Prior Lake Mini Storage
14200 Cedar Avenue
Prior Lake, MN 55372
Field Data
Sample No.:
Sampled By:
Date Sampled:
Date Received:
Date Tested:
Classification:
Sample Location:
G-l
RDA
5/24/00
5/24/00
5/24/00
SP: Poorly Graded Sand
Building "A"
Laboratory Results - AS1M C 117, C 136
Sieve Size
3"
2"
1"
3/4"
5/8"
1/2 "
3/8"
#4
#10
#20
#40
#80
#100
#200
Ot'o Passin~
Specifications
0.5
0-10
Remarks:
c: Mr. John Kosmos; K & K Design
Bldg.lnspection Dept.; City of Prior Lake
()() 1 06c\sa.1
BRAUN'.
I'NTERTEC
Special Inspector Daily Report
City of Jr\. D'" W, tL..
Page
, of
.
\
R~port Number:
Pruj~~t Nam~:
Prujt:c.;t Addrt:ss:
Cli~nt:
W~ath~r:
---1~
f>1f'.OU" 1~ I(YI:~-' ~~..
~ C~l~~ ~ enn.J
P"'~a., :J~ YK.'.J~~ ~I
Date of This Report: -:J-/ I ~
Project No.:
"')~...
I
Client Project No.: fi!oflht -Q0 - (tJ(o C
Temperature: goo
Inspection Coverage:
o Masonry 0 Rebar Placement 0 Foundations
o Welding 0 Concrete Placement 0 Fireproofing
~ Bolting 0 Tendon Placement 0 Other
Dill th~ an:hit~ct or c:mgine~r authorize changes to city approved plans? Yes 0 (Listed Below) No 0
Dc:s~ription and lo~ation of w\lrk completed: J ~~ '1' ~) ~f t1L" 7."/ -J-Iu.
~, 4 ,. ..
3r6~ \c! ~ ~ J*~I a~.J ~ /1 ~
J/~
Typ~ uf Insp~~ti()n:
o Continuous
o Periodk
7-1/-00
~~~
'ec.c~J
.
-rt..-4 ~",r
-r.. .J ;./ k r-.~
~
~ r:o/~LJ. h'~-",
.
;11~ ~UA1 ~~f ~ ~
~ L~<tt"e/ ~",~ec.4 /!k.(..
,
I9-Ll. tI ~ c:..lI"()$ bv~ LJa..o
J,y~
~ ---
~. '#'~.JIZ ~-"-
t.AJ ,,~
~
~ oS : 3D ~ ItI'Y) . .A ,tI'VJ'I-^ .A.I.c7'-,~
, I
IMA.d ,..,u-~. ~k ~ ..b
/9&~a /kt!. J4.3:J~ k~
{t.,.//_
c:../ ,. "'-A
.
}'LJ'LA~
..
~~
,.
~,
a ~
~, ~....... ~ '"-.
/TC~ k ~
List tests p~rformed:
..
V'..r~~ _~ t7
-U.-.. yM LYl~
A ~ ·
~~' ~~J'
&~
Are there any discrepancies noted from this day's observations? Yes 8J
Ar~ th~r~ any outstanding discrepanci~s on this project? Yes 0
If y~. see attached Summary Sheet.
Tu the best of our knowledge. work inspected w one in accordance with the approved plans, specifications and
) except as noted above.
.
No 0
NoB
.
.
Sign~d:
Date:
7-/ /-0-0
Print Full Name:
I.D. Number:
:2/57
(While (:opy 10 Braun /nrenec: file. Yellow copy to General Contractor.)
fnn\~p':':lnltp.4 1,'~5if,lS
BRAUN"
INTERTEC
Special Inspector Daily Report
City of -R. ~ '^- ~a...t.t')
Page
l
of
R~purt Numb~r:
Proj~~t Nam~:
Pruj~ct Addr~ss:
CIi~nt:
W ~ath~r:
:2 A Date of This Report: ., - , :L - 0 (;J
.pV"~ CI"W ~d rMJ.lVlt* _~Project No.:
~ l':\rdIlAI~ .Q..dB.. ~
e...,,- ~ vrr~...:... 5~ Client Project No.: ~~-OtD-(CJfD C.
Y~~1 Temperature: 70-
.. ~ ~ -,
Mt'Y2~ .' ~
TL. ~ c
r-~ 11 ~~.of'l~ .u,
:Z:I- M ar/~~14~.
Inspection Coverage:
o Masonry 0 Rebar Placement 0 Foundations
o Welding 0 Concrete Placement 0 Fireproofing
o Bolting 0 Tendon Placement 0 Other
DicJ [h~ archit~ct or engine~r authorize changes to city approved plans? Yes 0 (Listed Below) No 0
D~s~rjption and location of work completed: ~ t?:.1'JA..., ~ ,~~ ~L,. k
Ie:;:)a(!)/ ",~~ ~ b~ A'A ·
tUtAd ~ .f., c6~ IJ .
Typ~ uf Insp~ction:
~ Continuous
o Periodk
~
,
I ""-
List t~S[S p~rformed:
/r15~
.
Are there any discrepancies noted from this day's observations? Yes 0
Ar~ there any outstanding discrepancies on this project? Yes 0
If y~s. see attached Summary Sheet.
No g
No ~
.
To the oest of our knowledge. work inspected was done in accordance with the approved plans, specifications and
appJ i~ahle workm hi rovisions of BC cept as noted above.
Print Full Name:
Date:
~#r~~
I.D. Number:
- 7 - I ::J..-aa
;:a. I S-;z.
Signed:
(\Vhite c:opy to Braun lnrenecfile. Yellow copy to General Contractor.)
Iml\~p~,,;in~p..a 1/~5i<<:l5
BRAUNau
INTERTEC
Special Inspector DaDy Report
City of _~.. a" lo..u
Page
\. of \.
Report Number:
Project Name:
Project Address:
Client:
Weather:
<:; f.,\A..t h.v- ~, t; ~ J.". ~
P t"\"'O r. L &..~ "",",__: C; h:> ''-'fL
Date of This Report:
Project No.:
"/-?-o...av
'.>()O~.oa -, ~Cr. r
p,... ~ r Lo.l<'e~. _ ~ C; h;y~
S~
Client Project No.:
Temperature:
"/.:,J.'('=="
Type of Inspection:
o Continuous
9' Periodic
o Foundations
o Fireproofing
Tendon Placement 0 Other
laos? Yes 0 (Listed Below) No 0
Rebar Placement
Concrete Placement
Description and location of work completed:
(Z) ~,
~ \i\"'S o~u.)o.h.o..u pDr-~/~J c..... 31g
g., l<l\ '^S <>"^ 6"" ~ ~'''^ ~ e ""':~ : - <; k::. ~~p
:-_ ~O,.tJtA.\J\ld ,~,...~ 4e\-c.,/,-\~ P-'\..,u'..d~J
"
-t- l/'2,.. A;o -,
~
'80 II-s \U -..ri...
l"-tl-.Jl-J
"> Co. \\ \
t\\e~r
13..".... \ ~''Vo.r ~ ot"'fr-h-1 r
)
f'.jJ d.~~(\Mcrn""r~ t'
Q lA I :-s ~-t-
^~+eJ
~..., h'\P
~~(
c- 't'I....\A..Q 'LC~.,.&c... ~
List tests performed:
.
Are there any-'discrepancies noted from this day"s observations? Yes 0
Are there any outstanding discrepancies on this project? Yes 0
If yes, see attached Summary Sheet.
N C) 171
No ~
.
.
To the best of our knowledge, work inspected was done in accordance with the approved plans. specifications and
applicable workmanship provisions of the UBe. except as noted above.
Signtld: R.D ~ Date: _ )-,0 . DO
Print Full Name:
&"'~( p,<O'Cfo.~
1.0. Numher: -=t "$q \k"'
(Whire copy 10 Braun lnlenec file. Blue copy to G(Jn!'ral Contraclor.)
Irm\lip~':,"lIip.4 1/25/95
BRAUNSM
INTERTEC
Special Inspector Daily Report
~ '
City of . ~.. ~ r L Q... .Ca....
Page
( of ,
Report Number:
Project Name:
Project Address:
Cl ient:
Weatber:
~ ~~.;"""' s~{. U-s
?"':'Q' t ~ ~,.....:- c; ~i"'..;P
Date of This Report:
Project No.:
~-Iv -o~
r.roP)(.~ 0 -, 0 (e, '-
Pi"'.. u" Lt-lVl ~,-.:. ~~c..~
.,. "-'^.....)
Client Project No.:
Temperature:
-'~I=='
Type of Inspection:
o Continuous
Periodic
o Foundations
o Fireproofing
Tendon Placement 0 Other
lans? Yes 0 (Listed Below) No 0
Rebar Placement
Concrete Placement
~iption and location of work completed:
3c (j.,' '-) 0 ~q..,r~~~i-J F/'~~J
i?o l-h"'-5 0'-- (~lJ~ \~'"~ i)
a.. Co Co ~....J 0.'- , .., c..J '"" -"1- J. e.. 'i.. \. ~ ~
"1 "
0'- I~ + Z. A ~~ 7 14-~"z.....OJJ
^""" ,-"": - ~~'" ...~ .
-
t3c. (fl. '- ~ '" ...(
l \'1 l-..'t S o..~ 0 ~"-'
,.-.
-4-,tj-~
L.:>o' F '
,..,)u
d.=.-~ ~~~t.:U
^~ 'red
List tests performed:
.
Are there any"dis(;'fepancies noted from this day's observations? Yes 0
Are there any outstanding discrepancies on this project? Yes 0
If yes, see attached Summary Sheet.
NoY
N/
.
.
To the best of our knowledge, work inspected was done in accordance with the approved plans. specifications and
applicable workmanship provisions of the UBC. except as noted above.
9J~ -9.~
JJ..~,.. . .1) , ~ (')"'t~\,..._
Dat~:
g.-l~ -~
Signed :
Print Full Name:
I. D. Numher:
9 59 I~
(White copy to Braun Imenec file. Blue copy to General Contractor.)
fml \lip~\: lfUlp .4 1/2..'1/95
"
.",
. .
.-. .-' ...
BRAUN'"
INTERTEC
.. DAILY OBSERVATION REPORT 1T
~~X- 'OD~ \O~ c.4
Project #: . Report #: ~
Location: ~ La.lce Date: r l J/dO
Personnel
Classification
Regular
Hours
Overtime
Hours
'K\:QS-
Areas and work ~ormed this day: ?-6~{'~~ ~ \ ~ xC tl..v 0.4 I en-..- G~
~~;\cO~ A:~ ~ LMts-f ~N'b H--e-c -~\~ ~ -\- .
~1\&~~.. Br.J;\~~ ~" ~ c-h,j- 7,' <~' of .n,'f>$c./
c..\a..? ~X(~/gJs..Jl.. 00\ -N ~i'>- A.. C\.-- \f~,-- <: k'O, \o$-\\-"""-
~ ~ ~~"'" - ..o.e~ ~ ~ "--C.S~c..V~h \.':'- 'y,-c...l
e-\o. t '3" - <t I c-+ s<)~ \ clG.. to o\oi~' --~ e.. ~
-;,..' .~~ ';. t1 +o>o~ e-\- c..l~ ~~~ . ......:,~ C/ (5 .
'> -.i.. ~.A ,"' \ \::) ~ -<? '-'-~ t"-'- C(),{~ t ~ ~_ sl crf
~~ ~;l~ 'ne. 0\.....'Ue;J ~^'- \:>\.J~\S ~q..
Weather: ~ C (o~6 ~ G b ~p
Submitted To:
Performed By: ~
F: DAILY 1
DOR~1
BRAUNSM
INTERTEC
DAILY OBSERVATION REPORT
Project #: .lX"&: - on -~ ,.0 "S
Location:~. ~'4 M ~
P / ~[t ;A'hn' 5~Y; ~
Report #: S", w-..e. J
Date: ~'/ t/OD
I {
~fV+ ( )3LlY ~ ~
l,~' e , I- i ~
Regular Overtime
Personnel Classification Hours Hours
Are~andWOrkperformedthISday: ?yJ,,~~ 50'.1, ~X(c..:-.J:u-.-~J:'2) A II
~ <;' .-ac.t'., - ~~pJ ~ -1t.. ~D\t\.,j~r <(€~ . ~ ,b.,J\~~ pJ
exvo- c.(>.-,+o-,~ ~-:1r 'Li -3' -++e.>oJ I ClCL5 +~~ ~s ~c t>..vaJv9-
ov+ +0 ,..,~ (d) t~~ c.k ~ ~ -+1...-"'* v-&Y.(;.-~---~ J.
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yeu>~~J \Y) -h.~ WIC<..~....J y,"~ k-~ bu;\~.~ ~~
~I'\ \ ~ \.y:~ ~C'~ Q ~ '-'-oS ~("9 ,,,,,- :\ '.h4s
v \....A, I :+ L.... f<'of?\. r 3.(" J f- .........-s c-S2. '" )( V€~ - ~ '4 --......se (fc C" t, ~d.tr--
fl"~-Ts t"'~r-, '?t:Y"."ocPJ;JI/\o-s, -\-~(~~~ ~CE:- QL-...e...P-::J"h
C''C)~~ ~I,--,+J~A--\- +~ <~P'\.. Cc.j) Y"'"\'I'\;~Vr- r (,~d,-
~l'~-+~~s ~ ~ ~~\JL~ J' \ <,.(>"J J VI' ...hle -{:..--
b,~\ c. I~ ~ r
Weather. Performed By:
Submitted To: CI-fy of ..p('t'c.r t.--14.
~
F: DAILY 1
OOR-01
BRAUN$M
INTERTEC
DAILY OBSERVATION REPORT
"2~_\)_OO- ) DbG ~., S~\S
Project #: ~^. Report #: U .
Location: ~6 t ~ L<.o-KE- Jl.\ -~- Sh~c- Date: , / -::t / d.::>
Regular Overtime
Personnel Classification Hours Hours
Areas and work performed this day: ?~~ SJ1s ~J<.. tj:c..../b-t.,\~ .::.,......--
". \3u ; \& ~ '#'D *' 4 E ~: V -f '~ . ~
c>\~ ~ (~ ~ C l..>...-' c..,< \-*~ ~
\ ll~ J -z..' ~"";)*l e.. L) ~ r ,t'V ~ ~--.-if~ ~ ~ ~.if--,-
t _ ~ (t,"",",<; ,~y~J,-,-f t~) L-j:.c..-.-.. Cl~ ) ~') v--eJ",-,-~~ I
~J. CI..-t--!!>trC" <?~ b.e-~ ~'" <-~+.r,,)"\-o -tr <;;v (+~b:f../
cf s~,{\ \"'_sl 0~~~ ~-llr--. ~ .s,,,J'~r?a, J~Y~ I
S u If c.-kll. ~ {(\ ') c-J bY.\~j v~i ~
Weather: V, S~j -; i> ~
Submitted To:
Performed By:
K\'O -
F: DAILY 1
OOR-01
BRAUNSM
INTERTEC
DAILY OBSERVATION REPORT
Project #: ~ - c:::c> - \C:::be. Report #: ~ 5'0 : ( .5
Location: tt i ~C- . kYA> AI' '1.--':" -st~~ Date: b (\ 2. J 00
1='(... ns:- ~ . jvt. V'J I
Regular Overtime
Personnel Classification Hours Hours
.. .
Areas and work perfonned this day: :V~<~J. s..,,~ 1 > ~ ~ .o4,l.; p b~~J... ~
c-....I2- I -t" ~ <6\.1 l' ( ~ 'I '1 \=:x CJ:..../c-c-t ~ t;)~ i .' ( ;\, '-
So" '-..J ~(~ - A ~ ~ Q,\, "-.X" v
'\ (L-x~) J \ \?_ ~ ""2 'l of c. \u..y ~ 't((; -e~.r ,~
'004--- {"\SV"'s."~er9 ~( U: L) I.-e,,-- (,4:. Er J ~JV-........
~) :J \ /? . \.
oAcrs.e... )~~~ ~_..:>e"s ~)o~ So ~I'"€" C~.:1 ~ "t~c- s~n-~1
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'S l~.d:~\.lc, -k.c: ~J,\. ~-....e..~:s. ~\.E,JL(: {,f f\ t ,
~ ~+.~ ~6~-f~ ~~i~ ~n ~~~~~-~.' J
~'~''3 E)/.....9~ C<..~~ - JJ\~
?:j /~~~\r.~f~~l~~~l~ &- ~~)~ 'l€()U~
Weather:
Performed By: kCY~
~'b u~-!-h~ / c ~~\~ Lv~
/
Submitted To:
F: DAILY 1
OO~1
BRAUNiM
INTERTEC
DAILY OBSERVATION REPORT
Project #: @ ovx:~ w- J O(P{,
Location: Pr;or ~ }tY/,\;. ~.,.('j~
o evi{J;,.,." 1\( fI
Report #: 43 - ~~ .(j 01 ,.,J.
Date: ==t t? / fJ\)
I f
Regular Overtime
Personnel Classification Hours Hours
J
,
Areas and work performed this day: 1:" <; f~ +(c:,.9. J ~'P~ lC:X <:..D. ",J. , <-
d ~;vg~ ~ "C I' G.J ~X(..o.__+~ oJ ~>("'}~':' 5b;\.s
)..)1,.(1;. ~\>> forV~ ~~ ~) Cl~~ r:(e-MW \.'-"t~~
J l'lc- ~ 2- (J(C:17 \:'\b-j ~. ~-e~ ~ ~~..lk_~
Tk ~c-~vc..~~'\>-. L~'\,'>IS-h..9 t){ ~l.) (~'J ~~r:-- / ~~-- -c:P.&r~
j:h"1 s.. o..~~ -r ? it) ~6.50 y..if\'6. ~.....J0.., J. '" S t .. c.. \-...u... $., 4 ab 1.. 4-r ~..f
<;1) \.\~ \ \ - 3' ( '0<. \.0- \::'u* '- $l> .;\~ ~ ('-<. <-~'\.-s. J\.~ J'~ ).> t+~'.
.fur ~.\~.; S\J~---t ~t'(6.4-..,t 0--( .(,'\\, ~ sc.--R
Cl \ ~ f>~.Q ~ C'~luJ......_Q ... NUc.-lc..o..r Co-tP~(':-.
+~<:L.~('{> +"'~ c-.A c.. \\ +~s..1 ~t"-f -t-~ ~~ .:f,~.2
'tN, 0(;, (-t ct'"<!>~ II Kb~,U: .
Submitted To:
~b \10,11,J-.$
Performed By: )<*
Weather:
F: DAILY 1
OOR-Ol
112
111
\t-
U
a. 110
-
~
......
(f]
c
(\)
"0
~ 109
lo...
Cl
108
107
MOISTURE-DENSITY RELATIONSHIP TEST
..., --- - ..........
--- ~ .. ...... ~a...
~
", --
~
~ ",.
4~ ",
~ ",
...... ~
.....",,~
~
6
7
8
11
9
10
Water content. %
Test specification: ASTM D 698-91 Method A. Standard
Elev/
Depth
Size of
Oversize
No.4
Specific
Grav i ty
2.6
MATERIAL DESCRIPTION
Date
Tested
5-23-00
Date
Sampled
5-23-00
Sompl ed
By
RDA
As Received 'Preparation
Moisture Method
WET
Percent
Oversize
Percent
3/4 to 3/8
o
Percent
3/8 to #4
o
Natural
Moisture
Percent
on 3/4
100
TEST RESULTS
Maximum dry density = 110.5 pcf
o timum moisture = 10.0 %
SP POORLY GRADED SAND
F M GRAINED BROWN
Remarks:
Project No.: 80DX-OO-106C
Project: PRIOR LAKE MINI STORAGE
Location: PRIOR LAKE, MN
Test No.: P-1
Dote: 5-24-2000
MOISTURE-DENSITY RELATIONSHIP TEST
BRAUN INTERTEC
Fig. No. P-1
~
ZAV for
Sp.G.=
2.6
12
Rammer
Type
MANUAL
116
\t-
o
Q. 115
.
~
+'
(f)
C
Q)
"'0
~ 114
~
0
113
112
MOISTURE~DENSITY RELATIONSHIP TEST
117
\
~ ", ~ ,
~" "".. ~
~,. " \
, ,
if \
,
~
,
\
,
l.
\
~
\
,
\
\
,
l
\
\
,
"
10
12
13
14
15
1 1
Water content. 70
Test specification: ASTM D 698-91 Method B. Standard
Elev/
Depth
Size of
Oversize
3/8 in
Sampled As Received Preparation Rammer
By Moisture Method Type
RDA WET MANUAL
Percent Percent Natural Specific
3/4 to 3/8 3/8 to #4 Moisture Gravi ty
4 95 2.65
Date
Tested
5-26-2000
Date'
Sampled
5-23-2000
Percent
Oversize
Percent
on 3/4
1
TEST RESULTS
5
~
ZAV for
Sp.G.=
2.65
15
Maximum dry density = 117.0 pet
Optimum moisture = 12.5 ~
MATERIAL DESCRIPTION
SC-CLAYEY SAND
F-M GRAINED, DARK 8RN
Project No.: BODX-QO-106C
Project: P.L. MINI STORAGE
Location: PRIOR LAKE, MN
Test No.: P-2
Dote: 5-26-2000
MOISTURE-DENSITY RELATIONSHIP TEST
BRAUN INTERTEC
Remarks:
SPECIFIC GRAVITY ASSUMED
Fig. No. 56
~ 14:55 BRAUN INTERTEC
3bJ
IIRAUN"
INTERTEC
To: . ~ H~d~'Vl~/<"'P 1Irlll'l' ~
Fu N1Unber-: 't r;], - 4l{ 1- '11-" J
From; ~.,,~ ~..})~'-o/ ,
Phone Number: Cf ~'l - 4"., Ii 't I{ '7
Date: ::;/ r;; I rP
NUblbel" of Pages (including this transmittal): j;
P.1
Fax Transmittal
\2-.... ~1)~ ~ b(""'" ? <'; 0 r l...,(,~
A ~ \...:.e$ ~ · ":'.s. 0... \ \. I
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\2"" I
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t5Jb 'ts; --/U;,e,
The. information contallled in this facsimile message may be privileged and confidenlial. 11 is intended
only for lhe use afthe individual or entity to whom il is S6".t. If the recipient of this transmittul is "01 the
intended redpienZ or an employee or agent respons.ible to altlill.:r il to the in/elIded recipient, any
dissemination, dislribution 01' copying of this communicalio', is strictly prohibiled. lfyou have rltce;ved
this communicalion in 13;-1'01', please immedialely IlOZiJY us by telephone {md return the uriginal mf!.\.sage
to us at lhe address /i,),te.d below via lhe United Slales Postal Service.
Braun Intenec Corporation
6950 West 146th Streett Suite 131
Apple Valley, MN SS12~8S20
Phone: (952) 4314493 Fax: 431..3084
00 14:56 BRAUN INTERTEC
P.2
'""
8RAUN5M
INTERTEC
DAILY OBSERVATION REPORT
Project #: ~ o1/)(~ (;0- I Ol,{
Location: _p.,.~or ~ j\\~,\;' ~w~~
() euilJ:... Ie. II
. Report #: .. "3 . j""""",", -fJ 01 v.
Date: =t t ~ / f)J
I f
Regular Overtime
Personnel Classification Hours Hours
I
,
Areas and work performed this day: J:"\.$ 'f~ +It.Jl r=9.. D't>S6.C~ I2;l( c:..o.. ~ 1<-
j \' . ~ ~ (J " I) LJ 1 , , . - ,
~ Dv\~-:j ~ C 6J (lXl..6~-r t"Lul ~-;.(,.~-t.:? 51>1. .s
~'b...{~ IIl\Lf~7 Jj,_,,-- ~) cJ~s r;- Cc.xVs4'. \.--~~
J \~. ~ Z- . A (~.~, c .\~) ~ ~~...ho..g.. l\. ~~_ ~
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~~i"...-A('~ +...~ ~ 0... \l +..s.~ ~ f -t-'--4. s~ .J/~..R
'f'fti>"t t q;~~" ~~..r
Weather:
Performed By: ><~
Submitted To:
~b \4v'-\~/-.s
F: DAILY 1
DOA-01
_ '00 10:48 BRAUN INTERTEC
P.l
() Or 54}
BRAUN-
INTERTEC
To: ~ ~':1\...""':.s.1 c.;kl of' -Pfl~ ~
Fax Numher: Cf 52- - '-I tt '"+ - q Z. c- .3
From: ~Lh ~~~.. .
PMJl8 NIllllbell": ~\ - z...) f.-{ ~ !- l( 'l-q 3
Date: ' f 12. ('C;>b ,
"L
Number of Pages (including this trans~tt.al):
Fax TransmittJl
s v'- ~ e.eoc:--1 ~ -ft/"- PC.I~ Lc.....~
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111., informatio" cOIJlailJed in this facsimile message may be privilege# and confidential. 11 is intended
only forlhe use a/the individual or entity to whom it is sent. Q"the re~ipilml o/this transmillaJ is flol/he
intended recipi~f Dr an employee or agent rtlSponsible to deliver it td the i'lu,mded recipient. em)'
dissemination, tlistributitJn or copying of this communication is szrict/.;1 prollibited. lfyo'U have received
this COl1ln'l'l,micatioll in error, please immediately ilotify liS by telephone tllJd relJlrn the original m~..)'Q.ge
LO us at the tlddress Iisled be/ow via the United St(Jl~ Postal Service. :
Braun Inter tee CO'-PQration
6950 West 146th Street, Suite 131
Apple Valley, MN 55124..8520
Phone: (952) 431..4493 Fax: 431-3084
_ '00 10:48 BRAUN INTERTEC
P.2
BRAUN$~
INTERTEC
DAILY OBSERVATION REPO~
Project #: ~- co- \C:b~ Report #: . ~ 50 : ( ..s
location: ~iD-: ~ AA,...-,4~~ Date: '- (\2 ~OO
~(\. r~ \.-~ . /Vl v"J i
Regular Overtime
Personnel Classification Hours Hours
I
:
I
Areas and work performed this day: '?~~J... ~;l ~ i /J"X ~4.,~ Z>\:.~(',^.4,...~
c.--Q... I ..( ,,,--.... ~:I ~ 'I '1 '!E:)( CA./u-T....)... 0-.;1 . (:\..:'
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\:::.0 -i-- co "V"'~ ,....~.".,. 9 ?;>-t (C L) ~'- C}' is,. J \-4:& '-.r-
, ~) ./ '
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~ ~i~ ~~~~ ~~lt : J2n C{~b,.1CA.-j.
_<_I:; -E.N~..9~ ~~--!- -- ~J~
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I
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Perfo~ By: -kcY ,\
~b \.q.J~-h.-.~--/ (' ;i"'i~\~.rl~~
/ I
i
I
I
Weather:
Submitted To:
F: DAILV 1
JUN 01 '00 09:28 BRAUN INTERTEC
-
P.2
BRAUN'M
INTERTEC
DAILY OBSERVATION REPORT
e () J 5 f4~,..~- ( 13LrY ~ y )
Project #: I - ()--I D IQ:; Report #;, '" ---e. 3 L u, ./
Location: .2 rh-{' k \4; A'I Date: f, / I /00
," I r (
Y /' L ~ lA "" t ~t6,*;
'. ; l.)w '" '6 J '., .- ' t.u:?JC,
Regular Overtime
Personnel Classification Hours Hours
f/lr" .
?y~t.rl"''''; 50',1 flX(~,.J:"v-Q~,.th6v:IJ ,~, ~
C ~ ... .,: . \' J 0
./,t! ~ 'f ~ ,11\ , r~",.. ,,' F-X,AJ.:r\..." , ' J ~ ~--6( o....v
\ (', \: I f of '., ii I ...l- \ ' ", 0
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t,
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Perlormed By: ~
Submitted To:
C J -1....1 D-f' ~ ('(~. ~~
I
F: DAILY 1
tlOR-O,
JUN 01 '00 09:27 BRAUN INTERTEC P.l
BRAUN-
INTERTEC Fax TraIlsmlttaJ
To: C ,~lt o-f~. tOr 1..0. ~
F~x Number.: '1 $" -1jC/r-- ~U3
Frolll: ~ ~~<~'
Phone Number: 0's- v) ~6 \-If.{''13
,J)a.e; 61 ( I as
Number of Pages (iDdudjng this transmittal): ~
5v---..~ ~~ +0.1 ~(~. L...v4,
)(l ~ ~ Q-"')l.~j -:- .1. w.-\ \ _ '\\--<-...~
~-~.
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The i>iform.athm COl/lallletl In Ihif faC8imiJ~ mt!SstJgt! lnQy be privileged tJM CtmfuJ.nlilzl. II t.r Inte..ded
tJnly fonhe ItSt of the individual or entlly to whom il if sent. .ff the reeipIlOl1 of tilis tl'QJUmillal is nOlthe
illl,mded reClpienl or all employee or agent respoh.$ibk 10 deliller it to the fntelU/ed reciplellt. tlIt)'
disseminatioll. distribution 0,. copying of this COm""micatloll is Slr/<;Ily prohibited. .ff you have recel'Vf!d
this COl/lmUl2icatlcm ill error. p/eose im",ediately notlJjJ Us bYlelephone tJM re4lrn the original m"J.'SQge
to us 01 the address /u.ted below vIo the Unlled Sloles Postal Se1'lJice.
Brat"J lJ1te~t~c CorpOratioll
6950 West 146th Street. Suite 131
Apple Valley. MN .55]24..8520
Phone: (952) 43 I -4493 Fax: 43] ..3084
BRAUN$M
INTERTEC
~A.\
O/~
ar-un IntwIec c.poration
6950 West 1 A6th Street, Suite 131
Apple Valley, Minnesota 55124-8520
612-431..4A93 Fax: 431-3084
Report of Field Compaction Tests
Engineers and ScientistJ Serving
the Built and Natural Environment$"
Date:
June 26, 2000
Project: BODX..OO-} 06C
Report: 4
Client:
Mr. Gary Thomas
Prior Lake Mini Storage
14200. Cedar Avenue
Prior Lake, MN 55372
Project Description:
Construction Testing and Special Inspections
Prior Lake Mini Storage 2000 Additions
6000 Credit River Road
Prior Lake, Minnesota
Max. Lab Ibplaee Specified
Soil Optimum Dry Densio'. Inplace DI")' Relath'e Minimum
ID and Moisture. (Std.Proc:) MOisture Dell$ity Compaction Compact.
Test Date T)'Pe Classification (%) (PCt) (0/0 ) (pel) (0,4) (Yo) Comments
15 6/23/00 N P-I: SP 10 ' 110~ 4 112 101 95 A
16 6/23100 N pool: SP 10 110~ 4 109 9,9 95 A
17 6/23/00 N P-l: SP 10 l10~ 5 112 101 95 A
Ke)': N ;:
SC =
* =
Nuclear, ASTM D 2922
Sand Cone, ASTM D 1556
O.M.and M.L.D.D. rounded to nearest 0.5
A = Test results comply with specifications.
B = Test results do not comply with specifications.
C == Test results meet zero air voids criteria.
Test Test Location Elevation
15 Backfill for Building "Cft pad, 20'N, 15'W ofSW building pad comer 950
16 Backfill for Building "e" pad,70'N, 15'E of SE building pad corner 950
17 Backfill for Building "C" pad, 95'N, lOfE ofSE building pad corner 949
.
,
"
Elevation Reference:
c: Mr. John Kosmas; KK Design
Mr. Bob Hutchins.; City of Prior Lake
L
J
00 1 06c\cts-4
BRAUNSM
INTERTEC
Ikuun ....... CorponIIion
6950 West 146th ser.et, Suite 131
Apple Valley, MinM$Clkl 5S 124-8520
612..431 ~93 fax: 431-3084
Report of Field Compaction Tests
Eng;"""$ aM Scient;$ts Serving
the 8uih and Natural EnvironmenfsC
Date:
June 27, 2000
Project: BODX-oO-I06C
Report: S
Client:
Mr. Gary Thomas
Prior Lake Mini Storage
14200 Cedar Avenue
Prior Lake, MN 55372
Project Description:
Construction Testing and Special Inspections
Prior Lake Mini Storage 2000 Additions
6000 Credit River Road
Prior Lake, Minnesota
Max. Lab Ilblace Spedfied
SoU Optimum DJ1' Deb$ity. Inplace "' Relative Minimllm
ID and Moisture. (Std.Proe.) Moisture nea$ity Compaetien Compact.
Test Date Type Classification (o.t. ) (pel) (0/. ) (pet) (%) (%) Comments
18 6/27/00 N P-l: SP 10 110~ 4 110 99 95 A
19 6/27/00 N P-l: SP 10 1l0~ 4 109 99 95 A
Ke)': N =
SC =
. =
,Nuclear, ASTM D 2922
Sand Cone, ASTM D 1556
O.M. and M.L.D.D.rounded to nearest 0.5
A = Test results comply with specifications.
B = Test results do not comply with specifications.
C = Test results meet zero air voids criteria.
Te$t Test Location ! E'('\"ation I
18 Building "C" backfill, 25'S, lOtE ofNE building comer 949
19 Building "C" backfill, 60'S, lO'W ofNW building comer 950
,
I
;
Elevation Reference:
c: Mr. John Kosmas; KK Design
Mr. Bob Hutchins.; City of Prior Lake
()()106c\cts-S
J es M. Samuelson
ranch Manager
f
~~
BRAUN$M
INTERTEC
InIUn InIwtec Corporation
6950 West 146th Street, Suite 131
Apple Volley, Minnesoto 55124-8520
612..431 -4493 Fax: 431-3084
Report of Field Compaction Tests
Date: July 5.2000
Engineers ond Scientists SefYing
the Built ond Noturo/ Environm~
Project: BODX-OO-I06C
Report: 6
Client:
Mr. Gary Thomas
Prior Lake Mini Storage
14200 Cedar Avenue
PriorLake_~ 55372
Project Description:
Construction Testing and Special Inspections
Prior Lake Mini Storage 2000 Additions
6000 Credit River Road
Prior Lake, Minnesota
Max. Lab Inglace Specified
Soil Optimum Dry Densit)'* Inplace n' Relative Minimum
maud Moisture* (Std.Proc.) Moisture Density Com~action Com~.act.
Test Date Type Classification (Yo) (pcl) (%) (pet) (~) (00) Comments
20 6/29/00 N pool: SP 10 110~ 4 109 99 95 A
21 6/29/00 N pool: SP 10 110~ 4 110 99 95 A
22 6/29/00 N pool: SP 10 1l0~ 4 111 100 95 A
,
Ker: N =
SC =
. =
Nuclear, ASTM D 2922
Sand Cone. ASTM D 1556
O.M. and M.L.D.D. rounded to nearest 0.5
A = Test results comply with specifications.
B = Test results do not comply with specifications.
C = Test results meet zero air voids criteria.
Test Test Location Elevation
20 Backfill for building pad "B"; 55'S, lO'WofNE building comer 950
21 Backfill for building pad "B"; 90'N, lO'W of SE building comer 948
22 Bacldill for building pad "B"; 40'N, tOlE of SW building comer 949
Elevation Reference:
c: Mr. John Kosmas; KK Design
Mr. Bob Hutchins.; City of Prior Lake
00 1 06c:\cts-6
Braun Intertec COtpor ., n
k
L
BRAUNSM
INTERTEC
ar.un Intertec Corporation
6950 West 1.46th s.r.et, Suite 131
Apple Volley, MinnelOlo 55124-8520
612..431.4493 Fox: .431-308.4
Compressive Test of Concrete Cylinder
Test Method: ASTM C 39, 6ft x 12" Cylinder
Engineers ond Sc:ienlisfs Serving
the Built and Noturo/ Environments"
Date:
July 7. 2000
Project Number:
BODX-oo..106C
Client:
Mr. Gary Thomas
Prior Lake Mini Storage
14200 Cedar Avetlue
Prior Lake, MN 55372
Project
Description:
Construction Testing and Special Inspections
Prior Lake Mini Storage 2000 Additions
6000 Credit River Road
Prior Lake, Minnesota
1
6/6100
7:30 a.m.
4"
6.70.10
6SOF
S30F
RDAlDEG
. 7 gallons of water
Slab-on-grade: S'N to 5tE and 30'N to 15tE of SW comer, Building A
4000
AVR
6%
3000
25712005
4
Sample No. Date Test Field Lab Test Max Load Cyl Area Compressive R.emarks
R.ecvd Date Cure Cure Age (pounds) (sq in) Strength, psi Code(s)
lA 6n 6/13 6 7 72000 28.27 2550 B
IB 6n 714 27 28 94850 28.27 3360 E
IC 6n 7/4 27 28 98760 28.27 3490 E
Specified Strength at 28 D.ys (PSi):
Remarks:
B: The 7..day test.result projects that the specified strength will likely be met at 28 days according to a typical
strength age relations. .
E: The average 28-day test results meets or exceeds the specified strength.
c: Mr. John Kosmas; K.K Design
Mr. Bob Hutchins.; City of Prior Lake
OOlO6c\conc.l
~
BRAU NSM
INTERTEC
..... InIwNc Corporation
6950 West 1 A6th Str_, Suite 131
Apple Volley, Minnesota 55124-8520
612-431-4493 Fax: 431-3084
Compressive Test Or Concrete CyHnder
Test Method: ASTM C 39, 6" x 12ft Cylinder
Engineers and Scientists Serving
the Built and Natural Environmenl~
Date:
July 7, 2000
Project Number:
BODX.()()"I06C
Client:
Mr. Gary Thomas
Prior Lake Mini Storage
14200 Cedar Avenue
Prior Lake, MN 55372
Project
Desaiption:
Construction Testing and Special Inspections
Prior Lake Mini Storage 2000 Additions
6000 Credit River Road
Prior Lake, Minnesota
2
6f11OO
7 :25 8.m.
6"
6.50.10
not given
600F
RDA
6 gallons of water
Slab-on..grade: 80'S, 10'E ofNW comer, Building A
4000
AVR
6%
3000
25712005
4
Sample No. Date Test Field Lab Test Max Load Cyl Area Compressive Remarks
Recvd Date Cure Cure Age (po\D1ds) (sq in) Strength, psi Code(s)
2A 6/8 6/14 1 6 7 79290 28.27 2800 B
2B 6/8 7/5 1 27 28 1108S0 28.27 3920 E
2C 6/8 7/5 1 27 28 105660 28.27 3740 E
Specified Strength at 28 Days (PSi): 3000
Remarks:
B: The ?-day test result projects that the specified strength will likely be met at 28 days according to a typical
strength age relations.
E: The average 28-day test results meets or exceeds the sPecified strength. '
c: Mr. .John Kosmas; KK Design
Mr. Bob Hutchins.; City of Prior Lake
/
r
----
OOlO6c\conc.2
r1. ' i
JUN '1 J :1 ~ : I
&.. 3D) 'Ii I::
~ I Iii
.. i, ..~i) I
~ L~~--."--___ .J.
~ -~~.
Report ofField Compaction Tests.."...---<- I
BRAUNSM
I NTE RTEC
~n Intertec Corporation
6950 West 146th Street, Suite 131
Apple Volley, Minnesota 5512.4-8520
612.431-4493 fox: 431.3084
Engineers and Scientists Serving
the Buih and Noturol Environme""e
Date:
June 19, 2000
Project: BODX-OQ...I06C
Report: 1
Client:
Mr. Gary Thomas'
Prior Lake Mini Storage
14200 Cedar Avenue
Prior Lake, MN 55372
Project DeseriptioD:
Construction Testing and Special Inspections
Prior Lake Mini Storage 2000 Additions
6000 Credit River Road
Prior Lake, Minnesota
Max. Lab Inplace Specified
Soil Optimum Dry' Densit)'* Inplace Dry Relative Minimum
ID and Moisture* (Std.Proe.) Moisture' Densit)' Cotnpactfon Compatt.
Test Date Type Classification (%) (pcf) cot'. ) (pet) (%) (0/0) Comments
1 5123/00 N P-l : SP 10 110 ~ 5 108 98 95 A
2 5/23/00 N P-l: SP 10 110 ~ 5 109 99 95 A
3 5/23100 N P-I: SP 10 110 ~ 4 108 98 95 A
4 5/23/00 N P-2: , se 12 ~ 117 18 110 94 95 B
5 5123/00 N P-2: SC 12 ~ 117 16 113 97 95 A
6 5/24/00 N P..l : SP 10 11OY2 5 113 102 95 A
7 5/24/00 N P-l: SP 10 110 ~ 5 112 101 95 A
Key: N
se =
.
=
Nuclear, ASTM D 2922
Sand Cone, ASTM D 1556
O.M. and M.L.D.D. rounded to nearest 0.5
A = Test results comply with specifications.
B = Test results do not comply with specifications.
C = Test results meet zero air voids criteria.
=
Test Test Location Elevation
1 Building 'A', pad backfill; 30'N, 15'W of SE comer 950
2 Building 'A', pad backfill; 85'N, 15'W ofSE comer 950
3 Building lA', pad backfill; 45'N, 1 OlE of SW corner 951
4 Parking Lot, curb line; lO'E, 45'N of SW comer 947
5 Parking Lot, curb line; IS'E, 90'N of SWcomer 948
6 Building 'At, pad backfill; 35'S, 10'E ofNE comer 951
7 Building 'A', pad backfill; 40'S, IO'E ofNE comer 951
Elevation Reference:
c: Mr. John Kosmos; K & K Design
Bldg. Inspection Dept.; City of Prior Lake
()() 106c\ets.}
t
-
J es M. Samuelson
ranch ~1anager
BRAUNSM
INTERTEC
~ In...... Corporation
6950 West 14iJth Street, Suite 131
AppJ. Volley, Minnesota 5512.4-8520
612-4314493 Fax: .431-3084
Report of Field Compaction Tests
Engineers and ScientWs Serving
the BlIilt ond Noturol Env;ronmen"-
Date:
June 19,2000
Project: BODXooOO-I06C
Report: 2
Cli~t:
Mr. Gary Thomas'
Prior Lake Mini Storage
14200 Cedar Avenue
Prior Lake, MN 55372
Project Description:
Construction Testing and Special Inspections
Prior Lake Mini Storage 2000 Additions
6000 Credit River Road
Prior Lake, Minnesota
Max. Lab Inplace Specified
SoU Optimum Dry Density* Inplace Dr)" Relative Minim,um
ID and Moisture* (Std.Proc.) Moisture Density Compaction Compact.
Test Date T)'Pe Classification (%) (PCO (%) (pcf) (%) (%) Comments
8 5/25/00 N P-l: SP 10 110 ~ 4 113 102 95 A
9 5/25100 N pool: SP 10 110 ~ 4 113 102 95 A
10 5/25100 N pool: SP 10 110 ~ 4 113 102 95 A
4A 5/25/00 N P-2: SC 12 ~ 117 15 115 98 95 A
Key: N
SC =
.
=
Nuclear, ASTM D 2922
Sand Cone, ASTM D 1556
O.M. and M.L.D.D. rounded to nearest 0.5
A = Test results comply with specifications.
B = Test results do not comply with specifications.
C = Test results meet zero air voids criteria.
=
Test Test Location Elevation
8 Building 'A', pad backfill; IS'E, 40'N of SW comer 951
9 . Building 'A', pad backfill; 15'W, 90'N of SE comer 953
10 Building 'A', pad backfill; 10'W, 35'S ofNE comer 952
4A Retest of 4 947
Elevation Reference:
c: Mr. John Kosmos; K & K Design
Bldg. Inspection Dept.; City of Prior Lake
00 1 06c:\cts-2
L
ames M. Samuelson
Branch Manager
BRAUN$M
INTERTEC
InIun InIertec Corporatian
6950 W..t 146th Street, Sui.. 131
Apple Volley, Minnesota 5512.4-8520
612..431..4493 Fox: 431-3084
Report of Field Compaction Tests
Engineers ond Scientists Serving
the Built ond Nohlrol Environmenn-
Date:
June 19, 2000
Project: BODX..()()..; 1 06C
Report: 3
Client:
Mr. Gary Thomas
Prior Lake Mini Storage
14200 Cedar Avenue
PriorLake,~ 55372
Project Description:
Construction Testing and Special Inspections
Prior Lake Mini Storage 2000 Additions
6000 Credit River Road
Prior Lake, Minnesota
Max. Lab Inplac:e Specified
Soil Optimum Dry Density* Inplac:e Dry Relative Minimum
ID and Moisture. (Std.Proc.) Moisture Density Compaction Compact.
Test Date Type Classification (%) (per) (e/. ) (pd) (%) (o/e) Comments
11 6nl00 N P-l: SP 100 110 12 4 111 100 95 A
12 6n 100 N P.1: SP 100 11012 8 108 98 95 A
13 6n 100 N P-l: SP 100 110 12 4 111 100 95 A
14 6nl00 N P.l: SP 100 110 Y2 5 108 98 95 A
Key: N =
SC =
* =
Nuclear, ASTM D 2922
Sand Cone, ASTM 0 1556
O.M. and M.L.D.D. rounded to nearest 0.5
A = Test results comply with specifications.
B = Test results do not comply with specifications.
C = Test results meet zero air voids criteria.
Test Test Location Elevation
11 Building "0" Pad Backfill; 15'W, 15'N of SE comer 950
12 Building "D" Pad Backfill; 15'W, 65'N of SE comer 949
13 Building "0" Pad Backfill; 10'W, 95'N of SE comer 949
14 Building "0" Pad Backfill; lO'W, 45'S ofNE comer 950
Elevation Reference:
c: Mr. John Kosmos; K & K Design
Bldg. Inspection Dept.; City ofPnor Lake
OOlO6c\cts-3
111
~
0
Co '10
>-.
.....
{II
C
QJ
"0
>-. 109
~
Cl
MOISTURE-DENSITY RELATIONSHIP TEST
112
106
...~ ,.
~ --- ........ ......
~ ~ ... ....... ~
--
~ , ......
~ .,...
4~ ,
~ ~
.Jj~
....~~
I"""'"
ZAV for
Sp.C.=
2.6
107
6
B
10
, 1
12
9
7
Water content. ~
Test specification: ASTM D 698-91 Method A. Standard
Efev/
Depth
Size of
Oversize
No.4
Dote
Tested
5-2,3-00
Sampled As Received Preparation Rammer
By Moisture Method Type
RDA WET MANUAL
Percent Percent Naturol Specific
3/4 to :3/B 3/B to #4 Moisture Grav i ty
0 0 2.6
Dote
Sampled
5-2.3-00
Percent
Oversize
Percent
on 3/4
100
TEST RESULTS
MATERIAL DESCRIPTION
SP POORLY GRADED SAND
F/M GRAINED BROWN
Maximum dry density = 110.5 pef
Optimum moisture - 10.0 %
Project No.: 80DX-OO-106C
Project: PRIOR LAKE MINI STORAGE
Location: PRIOR LAKE, MN
Test No.: P-1
Dote: 5-24-2000
MOISTURE-DENSITY RELATIONSHIP TEST
BRAUN INTERTEC
Remorks:
Fig. No. P-1
\t-
V
0- '15
.
~
.....
en
c
Q)
"0
>t 114
~
0
113
112
l
.~
,"'-"
~,
MOISTURE-DENSITY RELATIONSHIP TEST
117
1\
~ "" '" ~ iir!.",:,j ':l,",~ ,
~P' ~Ilro. ~
i' ~ \
, \..
/ r\
,
\
,
~
\
,
\
~
~
\
l
,1\
i\
~
\
\
l
~
ZAV for
$p.G.-
2.65
116
10
11
12
13
14
15
16
Woter content. X
Test specification: ASTM D 698-91 MethodS. Stondord
Elev/ Dote Dote Sompled As Received Preporot ion Rommer
Depth Tested Sampled By Moisture Method Type
5-26-2000 5-23-2000 RDA WET MANUAL
Size of Percent Percent Percent Percent Natural Specific
Over$ize ,Oversize on 3/4 3/4 to 3/8 3/8 to /14. Moisture Grav i ty ,
3/8 in 5 1 4 95 2.65
TEST RESULTS
MATERIAL DESCRIPTION
SC-CLAYEY SAND
F-M GRAINED, DARK 8RN
Moximum dry density = 117.0 pet
Optimum moisture - 12.5 ~
Project No.: BODX-OO-106C
Project: P.L. MINI STORAGE
Location: PRIOR LAKE, MN
Test No.: P-2
Dote: 5-26-2000
MOISTURE-DENSITY RELATIONSHIP TEST
BRAUNINTERTEC
Remarks:
SPECIFIC GRAVITY ASSUMED
Fig. No. 56
BRAUN$M
INTERTEC
Sieve Anal}'Sis of Fine and Coarse Aggregates
ASTM C 136-84a
Date: June 9, 2000
CUent:
Mr. Gary Thomas
Prior Lake Mini Storage
14200 Cedar Avenue
Prior Lake, MN 55372
Braun Intwtec Corporotion
6950 West lA6lh Strett, Suite 131
Apple Volley, Minnesota 5512.4-8520
612..431..4.493 Fox: 431-3084
Engineers and Scientists Serving ,
the Built and Naturel Environmentst
Project: BODX-00-I06C
Project
Deseription:
Construction Testing and Special Inspections
Prior Lake Mini Storage 2000 Additions
6000 Credit River Road
Prior Lake, Minnesota
Field Data
Sample No.:
Sampled By:
Date Sampled:
Date Received:
Date Tested:
Classification:
Sample Location:
G-l
RDA
5/24/00
5124/00
5/24/00
SP: Poorly Graded Sand
Building "A.'
Laboratory Results - ASTM C 117, C 136
Sieve Size
3"
2"
1"
3/4"
5/8"
112.'
3/8"
#4
#10
#20
#40
#80
#100
#200
Remarks:
c: Mr. John Kosmos; K & K Design
Bldg. Inspection Dept.; City of Prior Lake
()() I 06c\sa.l
0/0 Passim!
Spedfications
0.5
0-10
BRAUNSM
I NTE RTEC
\) 0/ :<<\
Braun InIertec Corporation
6950 West 1.46th Street, Suite 131
Apple Valley, Minnesota 5512.4-8520
612-4314493 Fax: 431-3084
Compressive Test of Concrete Cylinder
Test Method: ASTM C 39, 6" x 12" Cylinder
Engineers and Scientists Serving
the Built and Natural Environmen~
Date:
Client
Mr. Gary Thomas
Prior Lake Mini Storage
14200 Cedar Avenue
Prior Lake, MN 55372
August 28, 2000
Project Number:
BODX..OO-I06C
Project
Description:
Construction Testing and Special Inspections
Prior Lake Mini Storage 2000 Additions
6000 Credit River Road
Prior Lake, Minnesota
not given
not given
not given
3000
not given
3
8
7/27/00
not given
not given
not given
not given
not given
Client
not given
Slab-on-grade: Building liB", north end
Sample No. Date Test Field Lab Test Max Load Cyl Area Compressive Remarks
Recvd Date Cure Cure Age (pounds ) (sq in) Strength, psi Code( s)
8A 8/10 8/11 13 1 14 115430 28.27 4080 D
8B 8/10 8/24 13 15 28 125370 28.27 4430 D2
8C 8/10 8124 HOLD
Specified Strength at 28 !?ays (psi): 3000
Remarks:
D: The 7 -day test result meets or exceeds the specified strength.
D2: The 28-day test result meets or exceeds the specified strength.
c: Mr. John Kosmas; KK. Design
Mr. Bob Hutchins.; City of Prior Lake
()() 1 06c\conc.8
Braun Intertec Corporation
- /~4ln
James. u I
Branch Manager
~
BRAUNSM
I NTE RTEC
34;
Braun I~ Corporation
6950 West 146th Street, Suite 131
Apple Valley, Minnesota 5512.4.8520
612..431..4493 Fax: 431-3084
Compressive Test of COD crete Cylinder
Test Method: ASTM: C 39, 6" x 12" Cylinder
Engineers and Scientists Serving
the Buih and Natural Environmentse
Date:
August 21, 2000
Proj~ Number:
BODX.oo-l06C
Cient
Mr. Gary Thomas
Prior Lake Mini Storage
14200 Cedar Avenue
Prior Lake, MN 55372
Project
Description:
Construction Testing and Special Inspections
Prior Lake Mini Storage 2000 Additions
6000 Credit River Road
Prior Lake, Minnesota
7
7/17100
Not given
Not given
Not given
Not given
Not given
Client
Not given
Slab-on-grade: Building "Bn, south end
Not given
Not given
Not given
3000
Not given
3
Sample No. Date Test Field Lab Test Max Load Cyl Area Compressive Remarks
Recvd Date Cure Cure Age (pounds ) (sQ in) Stren2th. psi Code(s )
7A 8/10 8/14 24 4 28 101810 28.27 3600 E ~ ",-,
7B 8110 8/14 24 4 28 119760 28.27 4240 E
7C 8110 8/14 HOLD
Specified StrenJrth at 28 Days (psi): 3000
Remarks:
E: The average 28-day test results meets or exceeds the specified strength.
c: Mr. John Kosmas; KK Design
Mr. Bob Hutchins.; City of Prior Lake
()() 1 06c\conc.7
/
.
.I
BRAUNSM
I NTE RTEC
Compressive Test of Concrete Cylinder
Test Method: ASTM C 39, 6" x 12" Cylinder
Date:
August 14, 2000
Project Number:
Braun InhNtec Corporation
6950 West 146th Street, Suite 131
Apple Volley, Minnesota 55124-8520
612..431..4.493 Fox: 431-3084
Engineers and Scientists Serving
the Built and Natural Environment~
BODX-OO-I06C
Client
Mr. Gary Thomas
Prior Lake Mini Storage
14200 Cedar Avenue
Prior Lake, MN 55372
Project
Description:
Constmction Testing and Special Inspections
Prior Lake Mini Storage 2000 Additions
6000 Credit River Road
Prior Lake, Minnesota
5
7/5/00
not given
nQt given
not given
not given
not given
Client
not given
Slab-on-grade: Building C, south end
4000
AVR
6%
3000
not given
4
Sample No. Date ' Test Field Lab Test Max Load Cyl Area Compressive Remarks
Recvd Date Cure Cure Age (pounds ) (sq in) Strength, psi Code( s)
5A 7/10 7/12 5 2 7 88140 28.27 3120 D
5B 7/10 8/2 5 23 28 134340 28.27 4750 D2
5C 7/10 8/2 HOLD
, Specified Strength at 28 Days (psi): 3000
Remarks:
D: The 7-day test result meets or exceeds the specified strength.
D2: The 28-day test result meets or exceeds the specified strength.
c: Mr. John Kosmas; KK Design
Mr. Bob Hutchins.; City of Prior Lake
oolO6c\conc.5
BRAUNSM
INTERTEC
Braun Intwtec Corporation
6950 West 146th Street, Suite 131
Apple Valley, Minnesota 55124-8520
612..431..4493 Fax: 431-3084
Compressive Test of Concrete Cylinder
Test Method: ASTM C 39,6" x 12" Cylinder
Engineers and Scientists Serving
the Built and Natural Environmen~
Date:
August 14, 2000
Project Number:
BODX-OO-I06C
Client
Mr. Gary Thomas
Prior Lake Mini Storage
14200 Cedar Avenue
Prior Lake, MN 55372
Project
Description:
Construction Testing and Special Inspections
Prior Lake Mini Storage 2000 Additions
6000 Credit River Road
Prior Lake, Minnesota
6
7/6100
not given
not given
not given
not given
not given
Client
not given
Slab-on-grade: Building C, north end
4000
AVR
6%
3000
not given
3
Sample No. Date Test Field Lab Test Max Load Cyl Area Compressive Remarks
Recvd Date Cure Cure A~e (pounds ) (sq in) Stren~ psi Code( s)
6A 7/10 7/13 4 3 7 111260 28.27 3940 D
6B 7110 8/3 4 24 28 155190 28.27 5490 D2
6C 7/10 8/3 HOLD
Specified Strength at 28 Days (psi): 3000
Remarks:
D: The 7-day test result meets or exceeds the specified strength.
D2: The 28-day test result meets or exceeds the specified strength.
c: Mr. John Kosmas; KK Design
Mr. Bob Hutchins.; City of Prior Lake
Braun Intertec Corporation
()() 1 06c\conc.6
BRAUNSM
I NTE RTEC
Braun ........ Corporation
6950 West 146th Street, Suite 131
Apple Valley, Minnesota 5512~520
612..431..4493 Fax: 431-3084
Compressive Test of COD crete Cylinder
Test Method: ASTM C 39, 6" x 12" Cylinder
Date:
Client
Mr. Gary Thomas
Prior Lake Mini Storage
14200 Cedar Avenue
Prior Lake, MN 55372
Sample No. Date
Recvd
8A 8/10
Engineers and Scientists Serving
the BlJilt and Natural EnvironmentS'
August 14,2000
Project Number:
BODX-OO-I06C
Project
Description:
, Construction Testing and Special Inspections
Prior Lake Mini Storage 2000 Additions
6000 Credit River Road
Prior Lake, Minnesota
not given
not given
not-given
3000
not given
3
8
7/27/00
not given
not given
not given
not given
not given
Client
not given
Slab-on-grade: Building "B", north end
Test Field Lab
Date Cure Cure
Max Load
(pounds )
Cyl Area
(sQ in)
Remarks
Code(s )
Compressive
Stren2th. psi
Test
Age
8/11 13 1
28.27
D
4080
14
115430
Specified Strength at 28 Days (psi): 3000
Remarks:
D: The 7-day test result meets or exceeds the specified strength.
c: Mr. John Kosmas; KK Design
Mr. Bob Hutchins.; City of Prior Lake
00 1 06c\conc.8
Braun Intertec Corporation
BRAUN$M
INTERTEC
~-341
Braun InIertec Corporation
6950 West 146th Street, Suite 131
Apple Valley, Minnesolo 55124-8520
612..431..4.493 Fax: .431-3084
Compressive Test of Concrete C)'linder
Test Method: ASTM C 39,6" x 12" Cylinder
Engineers and Scientists Serving
the Built ond Notural Environments<'>
Date:
July 19, 2000
Project Number:
BODX-OO..I06C
Client:
Mr. Gary Thomas
Prior Lake Mini Storage
14200 Cedar Avenue
Prior Lake, MN 55372
Project
Description:
Construction Testing and Special Inspections
Prior Lake Mini Storage 2000 Additions
6000 Credit River Road
Prior Lake, Minnesota
LD DATA:
et Number:
ate Cast:
ime Cast:
easured Slump:
easured Air:
ncrete Temperature:
. Temperature:
linder Cast By:
. quid Added at Site:
Ie Location:
3
6/16/00
not given
not given
not given
not given
not given
Contractor
not given
Slab-on-grade, Building D
ESIGNDATA:
ix Design:
upplier:
pecified Air:
pecified Strength:
ruck or Ticket No.:
linders Per Set:
4000
AVR
6%
3000
not given
3
Sample No. Date Test Field Lab Test Max Load Cyl Area Compressive Remarks
Recvd Date Cure Cure Age (pounds) (sq in) Strength, psi Code( s)
3A 6120 6/23 4 3 7 68600 28.27 2430 B
3B 6120 7/14 4 24 28 109650 28.27 3880 D
3C 6/20 7/14 HOLD
Specified Strength at 28 Days (psi): 3000
Remarks:
B: The 7-day test result projects that the specified strength will likely be met at 28 days according to a typical
strength age relations.
D: ' The 28-day test result meets or exceeds the specified strength.
c: ?vfr. John Kosmas; KK Design
Mr. Bob Hutchins.; City of Prior Lake
C-
()()106c\conc.3
BRAUNSM
I NTE RTEC
Braun interNe Corporation
6950 West 146th Street, Suite 131
Apple Volley, Minnesota 5512.4-8520
612...431...4.493 Fax: 431-3084
Compressive Test of Concrete C)'linder
Test Method: ASTM C 39,6" x 12" Cylinder
Engineers and xientists Serving
the Built and Natural Environments"
Date:
July 27, 2000
<..<i)2~.~~~/; ~:ri;::,\
Project Number:
BODX..()()"} 06C
Client.
Mr. Gary Thomas
Prior Lake Mini Storage
14200 Cedar Avenue
Prior Lake, MN 55372
Project
Description:
Construdion Testing and Special Inspections
Prior Lake Mini Storage 2000 Additions
6000 Credit River Road
Prior Lake, Minnesota
4
6/22/00
not given
not given
not given
not given
not given
Client
not given
Slab-on-grade, Building liD", north end
4000
AVR
6%
3000
not given
, 3
Sample No. Date Test Field Lab Test Max Load Cyl Area Compressive Remarks
Recvd Date Cure Cure Age (pounds) (sq in) Stren~ psi Code(s)
4A 6/24 6/29 2 5 7 89700 28.27 3170 D
4B 6/24 7/20 2 26 28 129020 28.27 4560 D2
4C 6/24 7/20 HOLD
Specified Strength at 28 Days (psi): 3000
Remarks:
D: The 7-day test result meets or exceeds the specified strength.
D: The 28-day test result meets or exceeds the specified strength.
c: Mr. John Kosmas; K.K Design
Mr. Bob Hutchins.; City of Prior Lake
C--
00106c\conc.4
BRAUNSM
I NTE RTEC '~
Compressive Test of Concrete Cylinder
Test Method: ASTM C 39,6" x 12" Cylinder
Braun Intertec Corporation
6950 West 146th Street, Suite 131
Apple Volley, MinneJOkJ 55124-8520
612..431..4493 Fox: .431-3084
Engineffrs and Scientists Serving
the Built and Natural Environments'"'
Date:
July 14, 2000
Project Number:
BODX-OO-I06C
Client:
Mr. Gary Thomas
Prior Lake Mini Storage
14200 Cedar Avenue
Prior Lake, MN 55372
Project
Description:
Construction Testing and Special Inspections
Prior Lak"e Mini Storage 2000 Additions
6000 Credit River Road
Prior Lake, Minnesota
6
7/6/00
not given
not given
not given
not given
not given
Client
not given
Slab-on-grade: Building C, north end
4000
AVR
6%
3000
not given
3
6A 7/10 7/13 4 3 7
Max Load
(pounds)
111260
Cyl Area
(sq in)
28.27
Compressive
Strength, psi
3940
Remarks
Code(s)
D
Sample No. Date Test Field Lab Test
Recvd Date Cure Cure Age
Specified Strength at 28 Days (psi): 3000
Remarks:
D: The 7-day test result meets or exceeds the specified strength.
c: Mr. John Kosmas; KK Design
Mr. Bob Hutchins.; City of Prior Lake
OOlO6c\conc.6
BRAUN5M
I NTE RTEC
Braun InterNe Corporation
6950 West 146th Street, Suite 131
Apple VaUey, Minne$Ota 55124-8520
612-4314493 Fax: 431-3084
Compressive Test of Concrete Cylinder
Test Method: ASTM C 39, 6" x 12" Cylinder
Engineers and Scientists Serving
the Built and Naturol Environmentstl
Date:
July 27,2000
Project Number:
BODX-OO-I06C
Client:
Mr. Gary Thomas
Prior Lake Mini Storage
14200 Cedar Avenue
Prior Lake, MN 55372
Project
Description:
Construction Testing and Speciallnspections
Prior Lake Mini Storage 2000 Additions
6000 Credit River Road
Prior Lake, Minnesota
DATA:
, et Number:
ate Cast:
me Cast:
easured Slump:
easured Air:
ncrete Temperature:
. Temperature:
linder Cast By:
.quid Added at Site:
ample Location:
5
7/5/00
not given
not given
not given
not given
not given
GHent
not given
Slab-on-grade: Building C, south end
4000
AVR
6%
3000
not given
4
Sample No. Date
Recvd
Test
Date
Field
Cure
Lab
Cure
Test
Age
Max Load
(pounds)
SA 7/10
7/12
5
2
7
88140
Cyl Area
(sq in)
28.27
Compressive
Strength, psi
3120
Remarks
Code( s)
D
Specified Strength at 28 Days (psi): 3000
Remarks:
D: The 7-day test result meets or exceeds the specified strength.
c: Mr. John Kosmas; KK. Design
Mr. Bob Hutchins.; City of Prior Lake
Braun Intertec Corp~on
--.?
00 1 06c'conc.S
Compressive Test of Concrete Cylinder
Test Method: ASTM C 39, 6ft x 12" Cylinder
Date:
Oient
Mr. GarY Thomas
Prior Lake Mini Storage
14200 Cedar Avenue
Prior Lake, MN 55372
Sample No. Date
Recvd
lA 6n
June 16, 2000
Project Number:
BODX-OO-I06C
Project
Description:
Q:mstruction Testing and Special Inspections
Prior Lake Mini Storage 2000 Additions
6000 Credit River Road
Prior Lake, Minnesota
ESIGN DATA:
ix Design:
upplier:
pecified Air:
pecified Strength:
rock or Ticket No.:
ylinders Per Set:
I
6/6/00
7 :30 a.m.
4"
6.7%
680F
S30F
RDAlDEG
7 gallons of water
Slab-on-grade: S~ to SIE and 30'N to ISlE of SW comer, Building A
4000
AVR
6%
3000
257/2005
4
Test Field Lab Test
Date Cure Cure Age
6/13 6 7
Cyl Area
(sq in)
28.27
Max Load
(pounds)
72000
Compressive
Strength, psi
Remarks
Code(s)
B
25S0
Specified Strength at 28 Days (psi):
Remarks:
B: The 7-day test result projectS that the specified strength will likely be met at 28 days according to a typical
strength age relations. ,
c: Mr. John Kosmos; K & K Design
Mr. Bob Hutchins.; City of Prior Lake
OOt06c\c:onc:.l
~
Compressive Test of Concrete Cylinder
Test Method: ASTM C 39, 6" x 12" Cylinder
Date:
Client:
Mr. GarY Thomas
Prior Lake Mini Storage
14200 Cedar Avenue
Prior Lake, MN 55372
2
6nl00
7:25 a.m.
6"
6~5%
not given
600F
RDA
6 gallons of water
Slab-on..grade: 80'S, 10'E ofNW comer, Building A
June 16,2000
Sample No. Date Test Field Lab Test
Reevd Date Cure Cure Age
2A
6/8
6/14
'1
6
Specified Strength at 28 Days (psi): 3000
Project Number:
BODX.OO-I06C
Remarks
Code(s)
B
Project
Description:
Construction Testing and Special Inspections
Prior Lake Mini Storage 2000 Additions
6000 Credit River Road
Prior Lake, Minnesota
ESIGNDATA:
ix Design:
upplier:
pecified Air:
pecm.ed Strength:
rock or Ticket No.:
ylinders Per Set:
4000
AVR
6%
3000
257/2005
4
Remarks:
B: The 7--day test result projects that the specified strength will likely be met at 28 days according to a typical
strength age relations. , ,
c: Mr. John Kosmos; K 8:. K Design
Mr. Bob Hutchins.; City of Prior Lake
lZOnC.2
7
Max Load
(pounds)
79290
2800
Cyl Area
{sq in}
28.27
Compressive
Strength, psi
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,
PRIOR LAKE
INSPECTION RECORD
DEPARTMENT OF
BUILDING ANDJNSPECTION,
SITE ADDRESS (P&?~ C.~E:PIT R\VE(L R.o
NATURE OF WORK NE.W ~t'1~E-J2CIA\-
USE OF BUILDING ,Ie- NE\\J
PERMIT NO. oo~c?'?>-4 , DATE ISSUED 5/n '00
CONTRACTOR bAR.,- Tr\~MAS
NOTE: THIS IS NOT A PERMIT FOR ANY OF THE INSPECTIONS BELOW
THE PERMIT IS BY SEPARATE DO UMENT
FOOTING ~~g
FOUNDATION (Prio to Backfill)
PLACE NO CONCRETE UNTIL ABO
ROUGH - INS
DATE
b-J l~
COVER NO WORK UNTIL ABOVE HAS BEEN SIGNED
I I
FINALS
GRADING (Prior to Sodding)
BUILDING
ELECTRICAL
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 ..b~e!l approved. On buildings and additions
where no service cabinet is available, card shall be "placed near main entrance.
Call between 8:00 and 9:00 A.M. for all inspections
FOR ALL INSPECTIONS (612) 447-9850
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::l 'NT
g ORA~ BY:
:u
1"1 APP'O BY:
Z
p JOB No.
OWG. No. /
SCAlE
DATE
Geotechnical Evaluation
Prior Lake Mini Storage 2000 Additions
170th Street E
Prior Lakes Minnesota
BRAUN-
INTERTEC
CITY OF PRIOR LAKE Ad
INSPECTION NOTICE SCHEDUu:.D /J1 r:J:.
ADDRESS ~~'L~-.c... ~
PERMIT NO. &0-3 +-(
nMe
OWNER
CONTR.
PHONE NO.
o FOOTING
o FOUNDATION
o FRAMING
o INSULATION
~INAL
o SITE INSPECTION
o PLUMBING RI
o MECH RI
o WATER HOOKUP
o SEWER HOOKUP
o PLUMBING FINAL
o MECH FINAL
o EXIGRADIFILLING
o COMPLAINT
o FIREPLACE RI
o FIREPLACE FINAL
o GASLlNE AIR TST
o
COMMENTS: ~
~W~
~LC
1!/l)-f 6 6Ye,/ r
C<O
/'
~ORK SA TISFACl:
Owner/Contr:
Inspector:
CALL 447-9850 FOR THE NEXT INSPECTION 24 HOURS IN ADVANCE.
CODE REQUIREMENTS ARE FOR YOUR PERSONAL HEALTH & SAFETY!
IIUNOn
CITY OF PRIOR LAKE
INSPECTION NOTICE
DATE TIME
SCHEDULED IO/tf;jOo IO:oo~
fBDoo ~Lr ;211'6e- ~
.
ADDRESS
OWNER
CONTR.
00..341
PHONE NO.
PERMIT NO.
o FOOTING
o FOUNDATION
o FRAMING
o INSULATION
--j( FINAL /i,e.. ~ f t?t::V.
o SITE INSPECTION
o PLUMBING RI
o MECH RI
o WATER HOOKUP
o SEWER HOOKUP
o PLUMBING FINAL
o MECH FINAL
o EXIGRADIFILLlNG
o COMPLAINT
o FIREPLACE RI
o FIREPLACE FINAL
o GASLlNE AIR TST
o
COMMENTS: ENbINeg2 iN&' DCfJr.
~eJ41)lNcr or 7/Tc Co~ flL:6TE3-
-m-G rbLL<Jt..</ /N~ MtI~r U D~Ne
PiZIof- 7D HrJftL-:
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Au- IN -71'~&" zotJI FoR-
nrlf4. L- I /'I ~ 1'&:;'77f}ft) ~ F IV I?-P
-r fA~~/~ U/t
;!l WORK SATISFACTORY, PROCEED
o CORRECT ACTION AND PROCEED
o CORRECT :aRK. CALL FOR REINS"TIO EFORE COVERING
Inspector: ...~ .8j.eJy.7 ~ r/Contr:
CALL 447-9850 FOR THE NEXT INSPECTION 24 HOURS IN ADVANCE.
CODE REQUIREMENTS ARE FOR YOUR PERSONAL HEALTH &: SAFETY/
INSNOTl
CITY OF PRIOR LAKE
INSPECTION NOTICE
SCHEDULED
TIME
ADDRESS
&,0= ~ U {)l"~ (2.,)
CONTR.
OWNER
PERMIT NO.
00 - 34- \
PHONE NO.
o FOOTING
o FOUNDATION
o FRAMING
o INSULA~
INAL ~
~ITE INS CTION
o PLUMBING RI
o MECH RI
o WATER HOOKUP
o SEWER HOOKUP
o PLUMBING FINAL
o MECH FINAL
o EXIGRADIFILLING
o COMPLAINT
o FIREPLACE RI
o FIREPLACE FINAL
o GASLlNE AIR TST
o
S"f1'4J~~ ~(::)I~ 5toN
T/3.M Po~ ~b~ nr OCLc/Prl-~
ENb, /J6Pr'c::>.~~ 7b l'1~v~ //\/.
(91<- 10 /YlOV& IN
T/rr-,f4:;/.:> 7C &>15 ~~~. ~. e~7'/-k.AJt- o~. c9,-...)
r{~ fZ..e--r?o(LV.
o WORK SATISFACTORY, PROCEED
~ORRECT ACTION AND PR EED
o CORRECT W I C CTION BEFORE COVERING
Inspector:
CALL 447-9850 FOR THE NEXT INSPECTION 24 HOURS IN ADVANCE.
CODE REQUIREMENTS ARE FOR YOUR PERSONAL HEALTH & SAFETY!
INSNOTl
CITY OF PRIOR LAKE
INSPECTION NOTICE
3b:::k
,ev6L ~
TIME
SCHEDULED
ADDRESS
fbt:(l";O ~ II
OWNER
CONTR.
PHONE NO.
PERMIT NO.
00"-34/
.
o FOOTING 0 PLUMBING RI 0 EXIGRAD/FILLlNG
o FOUNDATION 0 MECH RI 0 COMPLAINT
o FRAMING 0 WATER HOOKUP 0 FIREPLACE RI
o INSULATION 0 SEWER HOOKUP 0 FIREPLACE FINAL
~FINAL 0 PLUMBING FINAL 0 GASLlNE AIR TST
o SITE INSPECTION 0 MECH FINAL 0
COMMENTS: PC-.ltNNIAk::? f)fE/Jr,
~WA/MG~ T~A-s e 4+7.. 4~
~S CO~~ 70 G~,,' /2-0/z-.31-
D Ir;r 7/ Of).. -lf1~ - Q..L-
v/~~1 ~ ~ruCL ~
c.Yl ~ p~~ Luu---
o WORK SATISFACTORY, PROCEED
o CORRECT ACTION AND PROCEED
o CORRECT WORK, CALL FOR REINSPECTION BEFORE COVERING
Inspector:
Owner/Contr:
CALL 447-9850 FOR THE NEXT INSPECTION 24 HOURS IN ADVANCE.
CODE REQUIREMENTS ARE FOR YOUR PERSONAL HEALTH &: SAFETYl
/NSNOTl
--'
...
Jl TV OF PRIOR LAKE
INSPECTION NOTICE
SCHEDULED
_ IATE/
3~
i?1/~ ~
TIME
ADDRESS
~~ ~~(T
OWNER
CONTR.
00 -341
PHONE NO.
PERMIT NO.
o FOOTING 0 PLUMBING RI 0 EXIGRADlFllLlNG
o FOUNDATION 0 MECH RI 0 COMPLAINT
o FRAMING 0 WATER HOOKUP 0 FIREPLACE RI
o INSULATION 0 SEWER HOOKUP 0 FIREPLACE FINAL
~FINAL 0 PLUMBING FINAL 0 GASLINE AIR TST
o SITE INSPECTION 0 MECH FINAL 0
COMMENTS: E.^,bINE-~/^,6# f)c;-pr,
t::M/NBJ- &A-~Y ItIoMA:s & 44-7-42~
I
~5 ~LJb -rz::> ~ /2.012..34-
r-, ~/)~ I lvt'4" CO" r.f~ .... \~ no-r-
r_ IJ Ie,t'~
I
CorrU/f
CALL 447-9850 FOR THE NEXT INSPECTION 24 HOURS IN ADVANCE.
CODE REQUIREMENTS ARE FOR YOUR PERSONAL HEALTH &: SAFETYI
lNSNOTl
TIME
CITY OF PRIOR LAKE
INSPECTION NOTICE SCHEDULED l~au
ADDRESS ~
OWNER CONTR.
PHONE NO. PERMIT NO.
o FOOTING
o FOUNDATION
o FRAMING
o INSULATION
~FINAL
o SITE INSPECTION
o PLUMBING RI
o MECH RI
o WATER HOOKUP
0' SEWER HOOKUP
o PLUMBING FINAL
o MECH FINAL
-p<...A(V(\J (~
OIC- ~
o EXIGRADlFILLlNG
o COMPLAINT
o FIREPLACE RI
o FIREPLACE FINAL
o GASLlNE AIR TST
o
COMMENTS:
~. t.t- 0--0
/
'WORK SATISFACTORY, PROCEED
o CORRECT ACTION AND PROCEED
o CORRECT WORK, CALL FOR 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!
lNSNOTl
CITY OF PRIOR LAKE JDAj
INSPECTION NOTICE SCHEDULED "!/~
6az;J ~lC l!~ !in
nilE
4.~
ADDRESS
OWNER
CONTR.
PERMIT NO. ~ -3. .tf-I
PHONE NO.
o FOOTING 0 PLUMBING RI 0 EXIGRADIFILLlNG
[J FOUNDATION 0 MECH RI 0 COMPLAINT
[J FRAMING [J WATER HOOKUP [J FIREPLACE RI
o INSULATION 0 SEWER HOOKUP 0 FIREPLACE FINAL
[J FINAL [J PLUMBING FINAL [J GASLINE AIR TST
o SITE INSPECTION 0 MECH FINAL 0 ..
COMMENTS: 6"bIN~ Wr. F~
~ eJltA/N6e- ~#[ /if&W1As e 4f7..../70%-
F,,,c, ( L,r {I- ,'"sh ~/
~RK SATISFACTORY. PROCEED
o CORRECT ACTION AND PROCEED
o CORRECT WORK. CALL FOR 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!
I1fSIIIOTl
,___~.-:-"'-"";_:-tt'''''-';" ~:-. ~~~l ," -.. --f- :-~ ~~i.:;' '" T - "..:,,\
~PRiciR LAKE
INSPECTION NOTICE SCHEDULED
_ JOATE /
3~
i:Vtn. ~
ADDRESS
~~.e~C{){7
OWNER
CONTR.
PHONE NO.
PERMIT NO.
00 -34-1
o FOOTING 0 PLUMBING RI 0 EXIGRADIFILLING
o FOUNDATION 0 MECH,RI 0 COMPLAINT
o FRAMING rC WATER HOOKUP 0 . FIREPLACE RI
o INSULA nON t 0 SEWER HOOKUP 0 FIREPLACE FINAL
,;::f!I(.fINAL 0 PLUMBING FINAL 0 GASLINE AIRTST
o SITE INSPECTION 0 MECH FINAL 0
COMMENTS: E. NblN C /E-I< INb f)cpr,
OWN6fJ- 6r}~y 7ffoM.45 ~ #7-11f2~
I
~5 ~LJ6- .7O~: /2J:;)/z34-
COt! ,..." , .5. 1"0 r
~d ~
, leA ",j~
o WORK SATISFACTORY, PROCEED
o CORRECT ACTION AND PROCEED
XCORRECT WORK, CALL FOR REINSPECTIONBEFORECOVERING
Inspector~~co~
CALL 447-9850 FOR THE NEXT INSPECTION 24 HOURS IN ADVANCE.
. CODE REQUIREMENTS ARE FOR YOUR PERSONAL HEALTH cl SAFETY!
1N$NOTl
TIME
CITY OF PRIOR I ~
INSPECTION NOTl\,l'
DAT~ TIME
SCHEDULED ~ It;
~ 1-ItTE TODltyj
1J(j{J (J C R.I: D rr R,~ vee
ADDRESS
OWNER
CONTR.
PHONE NO.
PERMIT NO.
(J()-C3L.1/
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 EXIGRADIFILLlNG
o COMPLAINT
o FIREPLACE RI
o FIREPLACE FINAL
-/L:~ ' 0 GASLlNE AIR TST
fJ (..oNv~erE
~L.AB
Inspector:
Owner/Contr:
E NEXT INSPECTION 24 HOURS IN ADVANCE.
ARE FOR YOUR PERSONAL HEALTH & SAFETY!
/NSNOTl
CITY OF PRIOR L
INSPECTION NOTICE
ADDRESS
~ctn
OWNER
PHON .
OOTING ~
o FOUNDATION
o FRAMING
o I~ULATION
o FIlat----"_
o SITE IN~PECTlON
~~
SCHEDULED
~J--
CONTR.
1~7;
eCJ~ R-d
TIME
Il.?Q
PERMIT NO.
o PLUMBING RI
o MECH RI
o WATER HOOKUP
o SEWER HOOKUP
o PLUMBING FINAL
o MECH FINAL
() - ~4 J
o EXIGRAD/FILLlNG
o COMPLAINT
o FIREPLACE RI
o FIREPLACE FINAL
o GASLlNE AIR TST
o
~\,~
(~
Yetw19
~\r Jv,
f\~
~
Owner/Contr:
FOR THE NEXT INSPECTION 24 HOURS IN ADVANCE.
'MENTS ARE FOR YOUR PERSONAL HEALTH &I SAFETY!
INSNOTl
CITY OF PRIOR LA.
INSPECTION NOTICE
SCHEDULED
ADDRESS
f4<<JO
~-
cYtIh I- ~
~J;V /i:~
Ild
OWNER
~HO NO. ~
OOTING
o FOUNDATION .
o FRAMING
o INSULATION
o FINAL
o SITE INSPECTION
CONTR.
PERMIT NO.
o PLUMBING RI
o MECH RI
o WATER HOOKUP
o SEWER HOOKUP
o PLUMBING FINAL
o MECH FINAL
COMMENTS:
->>1 b+c5
d- ?AI
o EXlGRADIFILLlNG
o COMPLAINT
o FIREPLACE RI
o FIREPLACE FINAL
o GASLlNE AIR TST
o
L
CSF
~
10
~~
SPECTION BEFORE COVERING
Inspector:
Owner/Contr:
CALL
E NEXT INSPECTION 24 HOURS IN ADVANCE.
CODE
ARE FOR YOUR PERSONAL HEALTH &: SAFETY!
INSNOTl
CITY OF PRIOR u. .
INSPECTION NOTICE
ADDRESS fa a::o
OWNER
G-l~ .-
~~ 12d
SCHEDULED
~+
CONTR.
PERMIT NO.
\PH7E NO.
It ~~TING
o FOUNDATION
o FRAMING
o INSULA liON
o FINAL
o SITE INSPECTION
COMMENTS:
~~
<s,J~ ~
~~
o PLUMBING RI
o MECH RI
o WATER HOOKUP
o SEWER HOOKUP
o PLUMBING FINAL
o MECH FINAL
r""
F~
TillE
1\~ao
0- 34/
o EXIGRADIFILLING
o COMPLAINT
o FIREPLACE RI
o FIREPLACE FINAL
o GASLlNE AIR TST
o
A
~~
f~~ ~
~:
Inspector:
Owner/Contr:
R THE NEXT INSPECTION 24 HOURS IN ADVANCE.
INSNOTl
DATE r-- TIME
CITY OF PRIOR LA. _
INSPEcnON NOnCE
SCHEDULED
G- "1/-4:0 .
A~~Cf>
3'l286
ADDRESS ~~ (~
OWNERt ~7 - <-I 2.80 CONTR.
pt:, NO. ~ ~i: 11\'7l'ERMIT N
tJ :fill FOOTING -"&8- J PLUMBING RI
o FOUNDATION 0 MECH RI
o FRAMING 0 WATER HOOKUP
o INSULATION 0 SEWER HOOKUP
o FINAL 0 PLUMBING FINAL
o SITE INSPECTION 0 MECH FINAL
o EXIGRADIFILLlNG
o COMPLAINT
o FIREPLACE RI
o FIREPLACE FINAL
o GASLlNE AIR TST
o
COMMENTS:
'S <J~"'....1 fl.:J.." i '^ ~ ~,
~'cL s.",~ ~~+
o WORK SATISF CTORY, PROCEED
o CORREC CTI NO PROCEED
~ORR T . CALL FOR REINSPECTION BEFORE COVERING
Inspect : Owner/Contr:
.9860 FOR THE NEXT INSPECTION 24 HOURS IN ADVANCE.
CODE REQUIREMENTS ARE FOR YOUR PERSONAL HEALTH &: SAFETY/
1NSNOTl
~
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