HomeMy WebLinkAboutPermits 00-310,566,1022,01-477
~Y'lo.'"
IT,
IFICATE OF
~OMPLIANCE
_1tYCONNECTION PERMIT
s /5/00
AN.., _
DIRECTIONS
SPACES NUMBERED 1 THRU 17 MUST BE FILLED IN
BEFORE PERMIT IS ISSUED (Please Print or Type and sign at bottom)
2. SITE ADDRESS
AIa&... _ _.._
2. Pink City
3. Yellow Applicant
Permit No. nO - 03 / 0
1. DATE
BUILDING INFORMATION
11. SIZE OF STRUCTURE
(Height) (Width) (Depth)
3. LEGAL DESCRIPTION
LOT z.. BLOCK "2-
W ImEI'<- ;:R t'J/VT
ADDITION
7. TYPE OF WORK
New Construction 0
Fireplace 0
Alterations 0
Septic 0
Addi~
Deck 0
Finish Attic 0
Re-roofing 0 Porch 0
Re-siding 0 Finish Basement 0
00
~
Chimney 0 Misc.
8. PROPERTY AREA OR ACRES
Sq. Ft.
9. PROPERTY DIMENSIONS
Width Depth
10. CULVERT SIZE
Yes No
12. NO. OF STORIES
13. TYPE OF CONSTRUCTION
14. FLOOR AREA APPORTIONMENT USE
15. NUMBER OF OCCUPANTS OR SEATS
OCCUPANTS
SEATS
I hereby ce' that I have furnished information on this application which is to the best of my knowledge true and correct. I also certify that I am the owner or authorized agent for
ntioned property and that al onstruction will conform to all existing state and local laws and will proceed in accordance with submitted plans. I am aware that the
cia I can revoke this p it for' st cause. Furthermore, I hereby agree that the city official or a designee may enter upon the property to perform needed inspections.
.. ~ $'- Y-Cfd
License No. Date
FOR ADMINISTRATIVE USE
SETBACKS: Required
Actual
Front
Back
Side
BUILDING DEPARTMENT VALUATION
USE OF BUILDING .;/ ~ ,.q / .e.
OFF STREET PARKING
SPACES REO.
SPACES ON PLAN
PERMIT VALUATIO~.5f!7e) J:::.
TYPE OF CONSTRUCTION: I II III IV V
Occupancy Group A B E F HIM R S U
City:
Division 1 2 3 4
Permit Fee ................................... $
'Z ~8 7 .25
l ~1~. -lJ
'2..50. ..
Plan Check Fee ............................. $
State Surcharge ............................. $
Penalty ....................................... $
/' Plumbing Permit Fee ....................... $
j Mechanical Permit Fee ..................... $
Cf<~~ p~
3ewer & Water Permit ...................... $
rtificate of Occupancy
ued
Side
MATERIAL FILED WITH APPLICATION
SOIL TESTS 0 ENERGY DATA 0
PILING LOGS r:J
PLANS & SPECS 0
SURVEY 0
PLOT PLAN 0
PERCOLATION TESTS 0
SETS
COPIES
Amount Brought Forward .................. $
8S0B 1-
Park Support Fee ........................... $
SAC .~.~........~::..IU?Q... $
I ., 00. ..
'2. '2.00. ..
Collective Street Fee ....................... $
Sewer Tap ................................... $
$
Pressure Reducer .......................... $
Meter Horn.. . .... .... ..... ................... $
Water Meter ........... "J.~D-08. !J.:.... $
Sewer & Water Connection Fee ........... $
Water Tower Fee .JP~~f.:............. $
Water Tap ................................... $
Builder's Deposit ............................ $
Other......................................... $
Total Due.............................. $
Paid /2.
"2-+00. -
l 400. -
Date
; is to certify that the request in the above application and accompanying documents is in accordance with the City Zonin Ord' ance and may proceed a equested. This document when
of Zo ing compliance and allows construction to commence. Before occupancy, a Certificate f Occupancy must be issued.
24 hour notice for all inspections 447-9850
Special Conditions if any
File
City
Contractor
Pink
Green
Yellow
l.
2.
3.
IY~EOF STRUCTURE
0"'10,,2-
MC
Permit No.
11/1//1/41-00- 03/0
CITY OF PRIOR LAKE
16200 Eagle Creek Av. S.E.
Prior Lake, MN 55372
I
Multi-Family
Other
Two. Family
Industrial X
Single Family
Commercial X
PERMIT
I
HEATING APPLICATION
\- '\0- ~~ PID #
Public
Date
1 % of job cost ($39.50 minimum)
$99.50
$64.50
$39.50
$39.50
$39.50
Fee Schedule
Industrial, Commercial & Multi-Family
Residential,
Residential
Residential
Residential
Residential
Heating & AC
Heating Only
Gas Fireplace
Additions & Alterations
AC Only
~h
\laa\ ~
Block
Owner's Name
Heating
Site Address
Address
Lot
Address
Remember to add the State Surcharge on the bottom of this application.
Telephone #
final inspection.
heating permit includes one rough-in and one
inspections will be billed at $35.00 each.
The price of your
Additional
AIR CONDITIONER' UNITS CANNOT
ENCROACH INTO SIDEYARD SETBACKS.
building wmni1 ~ before build-
House Heating Test Record must be submitted with
ing certificate of occupancy will be issued.
tlEAI CALI LATIONS REQUlRED with number of supply and return openings listed per
room with CFM's per opening. New structures or additions send floor plan with supply
and return locations shown. HEAT LOSS CALCULATIONS, PAYMENT AND
APPLICATIONS MAY BE MAILED TO THE CITY OF PRIOR LAKE, 16200 EAGLE
CREEK AVE. S.E. PRIOR LAKE, MN 55372.
City Hal 4:30 p.m.
ALL WORK MUST BE INSPECTED (ROUGH-IN AND FINAL) - CALL CITY HALL
447-9850 447-4245
business hours are 8 a.m.
HEATING OR POWER PLANT
Steam
Hot Water _
Radiation _
Special Devices
Other Devices
TYPE OF SYSTEM
Warm Air Plants
Gravity
Mechanical _
Air Conditioning
Vent. System
Furnace Make & Model
Conn. Load ~
Fuel y, '} ~ flttJ~\
SUPPlyOpenings"\~ "1 V~ ~~
Return openin~"'~\\ ~ '""' ') ~ \S~
Input C"" \\ Output
Edr. ~o.,.~
~ '" ~~
~
Model Size
(952)
I hereby apply for a mechanical systems permit and I acknowledge that the
information above is complete and accurate; that the work will be in confor~ance
with the ordinances and codes of the city and with the state building/mechanical
codes; that this form does not become a permit until signed by the BUILDING
OFFICIAL; that the work will be in accordance with the approved plan in the
case of all work which requires review and approval of plans.
Contractor
~ '-\ D
5\..\\-~
Fax:
(952)
Phone:
New Construction
TYPE OF WORK
Replacement
Est. Comp. Date
~.~~~ ~
'-.:\ '-\ 0 -
Cfm.
Alterations
Repair
..
- ~
Date
A'-~..~
Date
O~o3ID
3B~q2--
1
Building Permit #
~ \) ~
50
<1 ():..5?- Receipt #
\
HEATING PERMIT FEE $
STATE SURCHARGE
TOTAL PERMIT FEES
$
$
Cost $
Est.
UMBING PERMIT
Date Rec'd
5-2.}-01
I. Blue File
2. Gold City
3. Yellow Applicant
/
o~/
Fish
6>,",v/
'.D
I PERMIT No.tJl-4t7
I
ZONING (office use)
LEGAL DESCRIPTION (office use only)
LOT
BLOCK
ADDITION
PID
OWNER ~
(Name) I) eY)I'}-JVD t.!tJh1e.s
I
(Address) /70:< J F IS. h G' ;/u"""
Ipc. .
(Phone) ~S-2 - 9''71'0- 9/Od
~D
APPLICAN+--.. ~
(Name) ~.):) /IIec.h~' C,4.L ~~,
(Address) 9o~~- <<.J /l-wv /0/ ~/'''B
(Address(
(Contact Person) ])ftV<:.- (jL j)E,{)~ /
APPLICANT SIGNATURE V.......o~
(Phone) 95"2- 1'.90 - ~z...~~
..54t1~e ~-.s-.37Z-
(City) (Zip Code)
(Phone) ~/L - ..:?Z? -z.9Y~-
DATE
Quantity Type of Fixture Quantity Type of Fixture
Bath Tub with or without shower Rough-ins
Dishwasher Water Heater
Floor Drain Water Softner
I Lavatory (Bathroom Sink) Stand Pipe (Washing Machine)
/ Laundry Tray (lor 2 compartment sink Sewage Ejector
Shower Stall Backflow Assembly
Sinks Backflow Assembly Test
Bar Sink Lawn Sprinkler
, Water Closet (Toilet) / Other 4A /2/JV;tIf c-
,
APPLICANT PLEASE COMPLETE BELOW
FEE SCHEDULE
Industrial, Commercial & Multi-family 1% of job cost with a $39.50 minimum Residential, New One & Two-Family $99.50
Residential, Additions & Alterations $39.50
~
Estimated Cost $ .B ~ ?J~ " - Building Permit #
$ 3q -.::::Q
" PLUMBING PERMIT FEE ~ ---1
STATE SURCHARGE $ .50
PERMIT FEE $ ~,. arJ
24 hour notice for all inspections (952) 447-9850, fax (952) 447-4245
Paid
Receipt No.
GREEN - FILE
YELLOW - APPLICANT
GOLD - CIT.,
CITY OF PRIOR LAKE
SEWER AND WATER PERMIT
S.W.No. 00- 05(0&
NOTE:
Sewer and Water
contractors must
be registered
with the City.
APPLICANT: W,-j /J2~ fnrC-
ADDRESS: ~O 1110,< ~7. 5f.B6~; ,))~7r-
SIGNATURE: ~~ y~
SITE ADDRESS: /7oZ / P/sH PT /GL:J
PHONE: 6r,1- f/P'6"- /~F~
DATE: 7....6' r gO
BLDG. PERMIT # OO-~/~
PID# 25-29" - 003-0
FILL IN THE BLANKS
1. Estimated length of water service
bO
feet.
2. Size of water service
to
inch(es) .
3. Location of any couplings from structure
feet.
4. Type of sewer pipe. ABS
PVC
Cast Iron
5. Estimated length of sewer line
feet.
6. Clean out (if required), located at
structure.
feet
from
------------------------------------------------------------------
------------------------------------------------------------------
This application becomes your permit when approved.
BYJW /vLc.[)~ DATE: 11 lie /00
------------------------------------------------------------------
------------------------------------------------------------------
FEES:
$
$
$
35.00
.50
35.50
Sewer and water line connection permit.
Surcharge
TOTAL
*
/% -r 5/)~
Fee for either sewer or water
$ .50 surcharge.
individually
is
$)Y..m plus
* Sewer and water permits issued for new construction must be
recorded on the building permit card at the time of issuance
to insure that no duplicate sewer and water permits are
issued.
DATE PAID 7/ujev
RECEIPT # ,~7~>?
,
AMOUNT PAID d.30.S0
/#
REC/D BY
-----
16200 Eagle Creek Av. S.E., Prior Lake, Minnesota 55372 / Ph. (612) 447-4230/ FAX (612) 447-4245
An Equal Opportunity Employer
MEMORANDUM
DATE:
TO:
FROM:
CC:
SBJCT:
4/5/02
Paul Baumgartner
Steve Horsman
Jane Kansier
Irrevocable Letter of Credit #1291 for BP #00-310
The LOC in the amount of $12,815.00 is due to expire on May 9, 2002.
The proiect is incomplete, with the parking area needing the final lift of
asphalt, and striping for the parking stalls.
The Planning Department shall require the applicant to extend this LOC for
a period of 6 months to 1 year, depending on the schedule for completing the
required work (see attached copy ofLOC).
~...,..a;~IVE.J:Trr.IY.rP'u":"..rtrrr:r~h..
May 9. 2000
IRREVOCABLE LETTER OF CREDIT NO. 1291
City of Prior Lake
16200 Eagle Creek Avenue
Prior Lake, Minnesota 55372
Dear Sir or Madam:
EXPIRATION DATE: May 9, 2002
Prior Lake State Bank hereby establishes an Irrevocable Letter of
Credit in the amount of Twelve Thousand Eight Hundred Fifteen and
00/100 ($12,815.00) U.S. Dollars in your favor for the period
beginning May 9, 2000, and expiring May 9, 2002, for the account of
H & S Investments, LLC.
This credit shall be available against your draft at sight on us
accompanied by the original Letter of Credit.
This Letter of Credit sets forth in full terms of our undertaking.
Such undertaking shall not in any way be modified, amended or
amplified by reference to any document, instrument or agreement
referred to herein or in which the Letter of Credit is referred to
or to which this Letter of Credit relates. Any such reference
shall not be amended to incorporate herein by reference any
docu~ent, instrument or agreement.
Your draft so drawn must bear this clause: "Drawn under Prior Lake
State Bank, Prior Lake, Minnesota, Irrevocable Letter of Credit
dated May 9, 2000.
We hereby agree with the drawers, endorsers and bona fide holders
of all drafts drawn on and in compliance with the terms of this
credit that such drafts will be duly honored upon presentation to
the drawee.
This Letter of Credit is subj ect to the Uniform Customs and
Practices for Documentory Credit (1993 Revision) International
Chamber of Commerce Publication No. 500.
Two Locations:
P.O. Box 369,16677 Duluth Avenue SE, Prior Lake, MN 55372-0369 (612) 447-2101 FAX (612) 447-3337
14033 Commerce Ave NE, Prior Lake, MN 55372
~ MEMORANDUM
-<J
~
DA TE:
TO:
FROM:
CC:
SBJCT:
June 21, 2001
Bruce Sames, Fire Chief
Steve Horsman, Zoning Administrator
17021 Fish Point Road, Keyland Homes, Bldg. Addn.
Please review the attached building addition site plan for the proposed
location of the "no parking fire lane" sign. Contact me with your approval
or if there is a better location on the site.
Any questions my direct dial phone number i~ 447-9854.
Thankyou
OO-(J3/0
The Center of the Lake Country
White - Building
Canary - Engineering
Pink - Planning
BUILDING PERMIT APPLICATION DEPARTMENT CHECKLIST
NAME OF APPLICANT
APPLICATION RECEIVED
K e. lj/ L-)-1 N LJ /-1-0 Iv! 6,5
, '5/5/00.'
I I
The Building, Engineering, and Planning Departments have reviewed the building permit
application for construction activity which is proposed at:
/702/ F/5;-/ PT RD
Accepted
x
Accepted With Corrections
Denied
Reviewed By:
'-~ Mcf)Ol~ Date:
5/9100
/ I
Comments: Sa II\IFo4M...T"'~ n^,-, 7l-4E:
flE.\JF.A~ ~ Sa tit.
SEE. ~TTACHM~S-: J. h,.,AL ~(2Al)E... 1^,~p~~-rIG.u JNFeitM..no~
'2. Cn.o a '0 N CONT"n. 0'- V'-1 f.:t1 s ufLC.~
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."
'\:,~'t .
;/'/
,~' :
. /,,/
(ertiftrau nt ~(mpan.cy
CITY OF PRIOR LAKE
J)tpartmtnt of .uilbing JnSptction
o Final Permitted ~Conditional C.O. Expires CJ- I - .2 00 l
This Certificate issued pursuant to the requirements of Section 307 of the Uniform Building Code
certifying that at the time of isnumce this structure was in compliance with the various ordinances. of the
City of Prior Lake regulating building construction or use. For the following:
Use Classification
Bldg. Permit No. 00-1011
Occupancy Type R3 Type Construction VN Fire Zone N / A
2, 2, WATERFRONT PASSAGE ADDITION
Legal Description
Zoning District
BP
Owner of Building
Site Address 17021 FISH POINT ROAD
Contractor'sName&AddressKEYLAND HOMES, 17021 FISH POINT
ROBERT D. HUTCHINS
2 Building Official
(),- {,..~
City Planner
Date:
DON RYE
(0-2/ ,..~(
Date:
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FROM-DIETRICH DESIGN
+2199S24141
12-08-00 09:26
1
-.-.-.-..-.
COMPONENT ANALYSIS fa Wall Stud @ 16 in.. o.c.
MEMBER SIZING
JOb Name: KqJand
Subjec:l;
Section DiagJ'OUQ
'I
'0
~
o
'-
on€. joist
re D-C h 0(1
MEMBER LOADS:
Val\le", in pou~ds and feel
~ Membor
LL Member 1
AX Member ]
DL Member]
Load Ty~
Uniform Ar~
Poim
Unifotm Ar~
Dinlctioll
Global F"
Loe;a1 Fx
G)<'lbal Py
WI
5.00
-630.00
-10.00
W2
5.00
..630.00
-10.00
LOAD COMBINATIONS:
Combo Referena
dLwc dii
tl
Load Case~
1.00 DL + 1.00 A~
1.00 AX + 1.00 DL+ 1.00
Stress Increas.
no
no
MAXIMUM FORCES:
Comb(l Axial Ecc Mom
ObJ (in-I b)
dt-ax 763.33 0.00
[I 763.33 0.00
Shear
(lb)
0.00
33.33
Pos
Momen1
(in-I b)
0.00
1000.00
Pas
0.00
0,00
0.00
0.50
REACTIONS;
Join1
1
I
2
2
Combo
dLax
U
dLax
tl
fx (Ib)
0.00
.33.33
0.00
-33.33
fy (Ib)
763.33
763.33
0.00
0.00
m'~ (in-lbJ
0.00
0.00
0.00
0.00
Ildd- {
3.625" CSJ 20 33 ksi @ 16" o.c.
LOC3[e Bracing @ 0.50
Ireq % 0.10 ill^4,lttctual = 0.56 in^4, Mall.. 5822 in-lb, Vsolid.. J0051b, Vhole = 547 Ib
T-596 P.04/05 F-7S9
Dnte: ~e~mber 8. 2000 Time: 1(;39
Englnoer: MH
Ll
0.00
1.00
0.00
L2
1.00
1.00
1.00
Det1ection Criteria
1.J240
U"..40
n.nectio~ Pas
(in)
0.000 0.00
-0.091 0.50
Resultant (lb)
763.33
764.06
0.00
33.33
z
2;0
CJi=
-0
m::J
Wn:
OJ-
>cn
~Z
<0
i:'"
~a:
[if!
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12-08-00 09:26
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FROM-DIETRICH DESIGN
+2199324141
Job NllIIle: l(eyllU~C1
Subj~l:
COMPONENT ANALYSIS - Typical Floor Joist
MEMBER SIZING
Section Piatgram
T-596 P.03/05 F-739
Dll.t~~ Dec~m~r 8, 2000 Time: &:3H
Engiuel:r. MH
~-I
I
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/rdW 6/ 50(t" 2. $. h'U..chMal bJ"ldJ /y
\
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I
c 'f'"SS S ~c..ftoV'\
MEMBER LOADS;
Vallles iQ pouDds and teet
Case Member
DL Member 1
LLl Memb<< I
WI
-10.00
-J25.oo
Load Type
Unifonn Are:.
Unifonn Ate:.
Direction
Global PY
Global FY
LOAD COMBINATIONS:
Camb() ReferencE
DL+I.L 1 (lii
LL I dii
Load Case!
1.00 DL 1- 1.00 Lll
1.00 LLt
Sttes~ hlcreaS4
no
no
MAXIM:UM FORCES:
Combo Axial Ecc Mom
(lb) (in..lh)
DLi"LLI 0.00 0.00
LLl 0.00 0.00
Momenl
(in-lb)
26460.00
24500.00
Sheu
(lb)
630.00
583.33
Pas
po:;
0.00
0.00
0.50
0.50
REACTIONS:
Joint
1
1
2
2
Camb(1
DL+~l
III
DLi"LLl
LLl
IX (lb)
0.00
0.00
0.00
0.00
fy (Ib)
630.00
583,33
630.00
583.33
nn (in.lb)
0.00
0.00
0.00
0.00
I'Use: 1/ ~ ,
't18" CSJ 1633 ksi @ b t:!>........:
Fully Braced
Ircq;;; 5.23 in^4, la.clual = 5.74 in"4, Mall = 31847 in-Ib, Vsolid = 19651b. Yhole;:: J9651b
tlofe,:-
/- )tJi~~ aye
2~ Pr, v,.cI~
~ m-rd .sped'
dot.lb/(oL
OVJ~
Ll
0.00
0.00
L2
1.00
1.00
Deflection Criteria
U240
U360
Det'lCCtiOll Pos
(in)
-0.459 0.50
..0.425 0.50
R.e$uJtant (lb)
630.00
583.33
630.00
583.33
PREU~I~tM B~
NOT FOR CONSTRUCTiBtJ
THl;. C~TIONS Coot AlNW YUREIN AIlE ~ SOl-SLy TO A&SIST IN THE 5~CTfON AND/OR. ANAL. YSIS OF DIETR.ICH INhl!STfllllS. INC. PAODUCTS. THJ CAt.CIIl,.A TlO~ ARE PREUMlNAJtY IN
N^Tt.11U3 hND ARE NOT ~()fil)1'O IUIt'L^CfO THE CALCULATION.'> ^Nl) SdKv~ OF THE .u~ OR f./IIGIN&!K ()to KJ!CORD. DIETRICH 1N000S'I'f<.IBS,INC.. IN ~EllJNO SUCfl CI\L.CU1.A11(
IN NQ W ^ Y b~ Dl.IbM~ TO htiUME ~ rllI)fl6SSIONAL. ItWiPONS1Bll.lTY AND tmR&f'f OISCI..AJMS ANY AND ALl. SUCH l.l^BILrry OK UHLIOh.TION,
GREYSi'ONt:
CONSTRUCTION COMPANY
July 31, 2000
City of Prior Lake
Department of Building Inspections
16200 Eagle Creek Ave. S.E.
Prior Lake, MN 55372-1714
Attn: Mr. Robert Hutchins, Building Official
Re: Special Inspection
H. S. Bolting
Keyland Homes
17021 Fish Point Road
Building Permit #00-0310
Dear Robert:
As we discussed on July 19,2000, Greystone Construction Co. has hired an Independent
Structural Engineering frrm to perform testing on the High Strength Bolt tightening of the pre-
engineered metal building frames at Keyland Homes.
Professional Engineering Consultants, Inc. (P.E.C.) was on site on July 21, 2000 to perform the
testing requirements, and has submitted a report, a copy of which is attached to this letter.
You had requested that I send you a copy of the report and I will also send a copy to Keyland
Homes to put with the permit. This should satisfy the requirements of the UBC 1997 building
code, as required by the City of Prior Lake.
Should you require any further information, please feel free to contact me.
Sincerely,
Greysto Construction Co.
~
Cc: Keyland Homes
1221 East Fourth Avenue, Suite 110
Shakopee, Minnesota 55379
Equal Opportunity
Employer/Contractor
Telephone: 952-496-2227
Fax: 952-445-4191
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DATE: April 8, 2002
TO: Paul Baumgartner
FROM: Nate Briese, Engineer Technician I
RE: Key Land Homes Building
For final sign-off I need a representative from Keyland Homes to prove that the fire
hydrant is in full operation.
G:\MEMOS\NA TE02
J
I
I
203 LITTLE CANADA ROAD
SUITE 280 ~
SAINT PAUL
MINNESOTA 55117
TEL: 651-490-9266
FAX; 65] -490-9265
Greystone Construction
1221 Ea~t Fourth Ave
Suite 110
Shakopee, MN 55379
~OFESSIONAL ENGINEERING CONSULT ANTS
INCORPORATED
Struct\tral Bolt Inspec.
Keyland Homes Addition
17021 Fish Point Road
Prior Lake, Minnesota
\. 1 : ~ \ !.~
July 21, 2000
PEe #4636
INTRODUCTlON
This report concerns our observations of structural bol t tightening
for the erection of steel framework for an addi tion to Keyland
Homes. The add i tion is a pre-engi neered Varco-Pruden building
which utilizes a steel frRmework. On July 19, 2000, Tom Waldren of
Greystone Constr11ction Company authorized our services to inspect
the high tensile holt installation cOhnecting the steel columns and
beams in the construction. Project specifications and plans
provided by Varco-Pruden were available on site for our reference.
CONCLUSION.S.
Based on our in~pection during the installation of 20% of the
bolted connections it is our opinion the procedure to install and
tighten the bolts conforms with the project specifications. The
project drawings require the installation of 3/4" diameter A325
bolts for the column to beam and beam to beam section connections.
Bolts used in arf'as 1, 2, 3, 4, and 5 specify bolt lengths from 2"
to 2 1/2" in length. Thp specifications also require the bolts be
tightened using t.he "Turn-of-Nut-Tightenjng" as outlined in the
AISC Ninth Addition, "Specification For Structural Joints Using
ASTM A325 or A490 Bolts". After the hol ts in this length range are
brought to a snug tight condition, t.he nuts are required to be
rotated an additional 1/3 turn with a tolerance of plus or minus 30
I'degrees to conform with bolt tightening specifications. The bolts
and nuts were marked wi th a whi te paint stick after they were
snugged tight and rotated an additionnl 1/3 turn. We verified this
bolting procedurp was being used during Ollr inspection.
Page Two
SITE OBSERVATIONS
On July 20, 2000, we were present to make observations of bolt
tightening on the project. We observed the bolts were brought to
a snug tight condition, marked with a white paint stick for
reference and tightened an additional 1/3 of a turn. We visually
confirmed the difference in the marked references after the bolts
were installed on 20% of the bolting locations required for the
column to beam and beam section to beam section condi tions.
Reference marks on the tightened nuts and bol ts will remain on
bolted connections we did not witness and will be available for
future reference.
PROFESSIONAL E~GINE::tNG CONSULTANTS, INC.
J~~ C:~:~1J: P.E.
Staff Engineer
JFG/fm
I,
Sep-1~-OO 10:54A N;ck Stelton
651-766-8231
P.O
/1rrjl/. 750/3 ~t/TCIiEJJ5
95 e2- 'f/.f 7- '10
IJightin2 (:ompliance Certificate
COMdll.'ck-RZ Software Version 2,1 Release 1 b
Minnesota Commercial Code Edition
Section 1: Pro.ie(.~t Information
Project T nformation:
Keylslld l10mes Wharehouse addition
Owner/Agent In tbrrnaliun:
Document Authol':
Telephone:
Date:
Section 2: Generallllfornlation
Building LOCi:ltion:
Climate Zonc:
Hcaling Degt'ee Day~ (hase 65 degrecs F):
Cooling Degree Duys (base (15 degrce~ F):
Uuilding Use Method or Complillllce:
Scott. Minnesota
16
8(, I R
447
Adivity Type Method
Activity Tvnds)
Storagc/Warehouse Active Storage/Hne
Shop (Non-TndlJ~tlial) CaT1'cntry
Floor Area
13100
1900
Project LJescl'ipt.ion (eheek une):
_.. ~ew Conslructiun X Additlon
Alteration _ Uncunditioned Shell (File Aflidavil)
Section 3: Requireluents Checklist
Inspection
Date
Approved
(Y/N)
Initial
Contrnb, Switching. Dud Wirina:
IndcJlcndent controls fClT each Mpace (switch/occupancy sensol')
l1.'xceJ.>lion.~:
Securily lighting, building lobby/retail store/mall
MaSler switch at entry to hotel/n1ofel guest room
Twu switches, dimmer, or uccupancy sensor in each space providing
a uniform illmninaliun pattern
Jo:Xcepliolls:
Only one luminaire in space;
An oceupant.-sel1~illg c.lcvicc controls the lIrOf1;
The Clrea is a curddol', storage, resu'oom, or lubby
Photocell/astronomical time ~witch on ex.lc.:rior lisht'il
J::.~c/:~pti(Jns :
Large covered an.:as ('equiring lighling during daylight hour~
Tandem wired one-lamp and three-lamp hallasfed lumlnaircs
ExceptiolJ.\':
Electronic high..lrequency hallasted l\lminaircs not on Name switch
Interiur Liehting
Totnl actual wntts must be less than or cqual to total allowed walls
Sep-14-00 10:55A Nick Stelton
651-766-8231
P.c
Lighting Application Worksheet
COMdlC'('k-EZ S()nwar~ V~rsion 2.1 R~lcl:lsc I b
Minne!\ota Commercial Code F.dition
Section 1: AlIol\'ed Li211tin2 Power Calculation
A
Ii
C
T ot.'ll
Alluweu
Watts
(wnns/n2 \
D
Area Catc~urv
l~luur
^ rea
!1lll.
Alluweu
Wntts
UiA.Q
Sluntgc/Wl:t.rchou~(~ Active StomgefFine
Shop (Non-Industrilll) Carpentry
13100
1900
1.3Rt;
3.036
IRIS?
576H
, ---.. .- . -..-
Tutal Allowed WaLt~ == 23925
Section 2: Actual LiJ:l1tjn~ Power Calculation
c n R F
Lamps! #of Fixnu'e
Fi"turc fixturc~ IDLlJ.. UJ...x....L:j
34 400 13600
Total Actual Walts "'" 136UO
^
Fixture
ill
R
l;L~tul'e Descl'iption I
Lam" Dcscrintion Watt~[>>e Per Lanm I Ralla.'lt
Metal Halidt.: 400W I Magnetic
Section 3: Complinncc Cal~ulation
If lhc 1ut"l All()lA.'f~d Watts minus the Totcd Actual Walt,~ is greater l}UUl or e'ltml fo ?ero, the huilding ~()mplies.
Total Alluwed Watts
Total Actual WaUN ....
Prnjt.:cl Compliance
2:;925
13 600
10325
Ligbti.ng PASSF.S: Design 43% better than cude
Sep-1~-OO 10:54A N;ck Stelton
651-766-8231
p_c
^ lIowed Watts
23925
Act\ml Watts
1]600
Complies(Y IN)
YES
Ex.t~rior Lighting
Type(R) of exterior lighting source~: -:3 'JI'.~ wJfJrr
FluoreRcenr Metal Halide 'I. High-I'r. Sodium Other
E"Cc:eption,\;:
Spcciali:l:cu signal. tlircdiunal, and marker ligllling; lighting highlighting exterior fcalurCN of historic huildings;
advcrLising signage: safety 01' security lighting; low-voltage Inndscape lighting.
Section 4: Compliance Statement
The proposed light.in):: design l'e~ll'eSel\ted in thiR document is consistent with the huilding plans, spccitication!ol and
othcr calc.:ulali()ns KuhmiUcd with lhi~ permit application. The Pl'oposed lighting system has been designed to meet the
Minnesota Conunercinl Code requil'elllents in COMr.hr.r.k-EZ Version 2.1 Release 1 h.
/f/IC~ S-7ZL, Toj'J
Principall-ighting ncsigncr.Nlunc
SignanlJ'e
<7- #-a:::>
Date
12-08-00 09:26
FROM-DIETRICH DESIGN
+2199324141
T-S96 P.02/0S F-739
FACILITY
SHEET NO: 1 OF ~
BY: MH DATE: 1218/00
El El G-
DIETRICH DESIGN GROUP
A ~-a.""'k)",, Of Wa""'''n~o,^ .J'.......~~..
SUI3JECT
PRELIMINARY DESIGN FOR
TAMARACK MATERIALS, INC.
9300 JAMES A VE. SOUTH
BLOOMINGTON, MN 55413
~
.C::\
.' J
Ann: Robert Seizerson
Phone: (800) 815-9255
FAX: (612) 8884030
Project: Keyland
Location: Prior Lake, MN
(Typical Member Sizing)
Desi~ Loads
Floor Dead Load == 125 psf
Floor Live Load = 125 psf
Wall Lateral Load::: 5 psf
Deflection Criteria
U240 -Total Load (Floor & Wall)
U360 - Live Load (Floor)
Contractor I ATChJE.O.R. Verify
?AELIi\N~NARV DESIGN
Note: NOT FOR CONSTRUCTION
· Engineer of Record please verify design load and deflection crireria.
· The design criteria used in these calculations is based on the Uniform Building Code, the Basic Building
Code, Or the Standard Building Code. Please norify us for revised calculations if your local code exceeds
these design requirements.
'l'He CAL.CULATIONS CONrAfNEO HERa~ ~ 6UF'PUEO SOLEL.Y TO ASSIST IN THE saecnoN AND/OR ANALYSIS OF OleTRICH INDUSTFIIES.INC. PRODUCTS. THE;: CAe.CULA'l'1ONS
ARE PRaIMlNARY IN NATURE ANP ARE NOT II'IIT8IlDE;:O TO REPl.ACE THE CALCULA TION$ AND SERVlCES OF TH~ ARCHITECT OR ENGIN~EA OP RECORD. OIETRICI"I DESIGN GROUP,
INC. IN FleNOEFIING SUCH CA~LATlONS SHALL IN NO WAY BE DEEMED TO AS$UMIii AHV PFlOFESSIOIIIAI. AfiSPONSIBIL./TY ANO "ERe~y OISCLAlMS ANY AND AU. SUOH UABIL.1lY
CIA OBUaATION.
~ Metrop~ounCi1
~ Working for the Region, Planning for the Future
~
1
Environmental Services
May 10, 2000
Bob Hutchins
Building Official
City of Prior Lake
16200 Eagle Creek Ave.
Prior Lake, MN 55372-1714
Dear Mr. Hutchins:
The Metropolitan Council Environmental Services Division has determined SAC for the
Keyland Homes Addition located within the City of Prior Lake.
This project should be charged 2 SAC Units, as determined below.
Charges:
Warehouse
15000 sq. ft. @ 7000 sq. ft./SAC Unit
SAC Units
2.14 or 2
If you have any questions, call me at 602-1113.
Sin~. ~. ~;arb
Jodi L. Edwards
Staff Specialist
Municipal Services Section
JLE: (425)
000510SE
cc: S. Selby, MCES
David Linner, David Linner Architects
~/
e-~:~
230 East Fifth Street SL Paul. Minnesota 55101-1626
(651) 602- 1005
Fax 602-1183
TDD/TrY 229-3760
An Eql/fll O[J[J0I1rmit!l E"'plnIW'-
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White - Building
Canary - Engineering
Pink - Planning
BUILDING PERMIT APPLICATION DEPARTMENT CHECKLIST
NAME OF APPLICANT
APPLICATION RECEIVED
./,/ /' lji / i J;. i i /,,1, 1/ /;, / /::: ,..-'
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The Building, Engineering, and Planning Departments have reviewed the building permit
application for construction activity which is proposed at:
/ 7 (' Z / f-- / ~r/ { j> T- }.~j !--)
Accepted
..,,/'
Accepted With Corrections
Denied
Reviewed By: ~ a. /;;ft~
Comments:
Date:
~ II~ Iffi
I
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C~d I · ./.~h~!J {t1/t1d;s tAfJ<~j ~ (Jcuh~
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."
~
~ ~
PRIOR LAKE STATE BANK
I
May 9. 2000
IRREVOCABLE LETTER OF CREDIT NO. 1291
City of Prior Lake
16200 Eagle Creek Avenue
Prior Lake, Minnesota 55372
Dear Sir or Madam:
EXPIRATION DATE: May 9, 2002
Prior Lake State Bank hereby establishes an Irrevocable Letter of
Credit in the amount of Twelve Thousand Eight Hundred Fifteen and
00/100 ($12,815.00) U.S. Dollars in your favor for the period
beginning May 9, 2000, and expiring May 9, 2002, for the account of
H & S Investments, LLC.
This credit shall be available against your draft at sight on us
accompanied by the original Letter of Credit.
This Letter of Credit sets forth in full terms of our undertaking.
Such undertaking shall not in any way be modified, amended or
amplified by reference to any document, instrument or agreement
referred to herein or in which the Letter of Credit is referred to
or to which this Letter of Credit relates. Any such reference
shall not be amended to incorporate herein by reference any
document, instrument or agreement.
Your draft so drawn must bear this clause: "Drawn under Prior Lake
State Bank, Prior Lake, Minnesota, Irrevocable Letter of Credit
dated May 9, 2000.
We hereby agree with the drawers, endorsers and bona fide holders
of all drafts drawn on and in compliance with the terms of this
credit that such drafts will be duly honored upon presentation to
the drawee.
This Let ter of Credi t is subj ect to the Uniform Customs and
Practices for Documentory Credit (1993 Revision) International
Chamber of Commerce Publication No. 500.
Two Locations:
P.O. Box 369,16677 Duluth Avenue SE, Prior Lake, MN 55372-0369 (612) 447-2101 FAX (612) 447-3337
14033 Commerce Ave NE, Prior Lake, MN 55372
00-0310
The Center of the take Country
White - Building
Canary - Engineering
Pink - Planning
BUILDING PERMIT APPLICATION DEPARTMENT CHECKLIST
NAME OF APPLICANT
5
APPLICATION RECEIVED
The Building, Engineering, and Planning Departments have reviewed the building permit
application for construction activity which is proposed at:
/702L FiSH PT RD
Accepted
Accepted With Corrections
,/
Denied
R ~(NS
Date:
5/5/00
.
Reviewed By:
Comments: I.. ~PE-~TG PLumB My:..,H.. SPR/A/ILLGr!J.J E:-Let::.. rt?./~
.
P~,Q.../YJ Irs A-A-E i< e (;) U I/<. CO
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Ct?/...Lf3:?rfO^, S'15rtE::-H 'T~ Be IAlTliRLoG/<&O tu/TH -5HoP J1Ac.HINB OFe.. 71004
Musr HAVE /AlSr/'tLLCO PlLloR To oP6f2..A-rloN,
3. PR.oVIOCEi'1gJ..~C.'1 66:>/fTlNb NAoartoiV- DtE-~U\JA-T'C^,
A.-r nM~ oF- !<Act"'- ivsrAu-ATtOA/ AS To VI5tB'LIT'(OP-EKfr A+n;.
4. p~ v lat::" I '-'--'-.....I"'~n...N '& f) 6-6r LAt.. ~<.<\.,t<~N S-.""~Y
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."
uO-C)3/Cj
Tht Crnlu of Ihr tab Counlry
White - Building
Canary - Engineering
Pink ~ Planning
BUILDING PERMIT APPLICATION DEPARTMENT CHECKLIST
NAME OF APPLICANT
1// L-:' I / / ;-- -l^' /'! / ~ I ,_ . ~ ~
. /1::-_ ~- If L- , I U rt-U Iv; C'~
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---.) ~ ----'
/ /
APPLICATION RECEIVED
The Building, Engineering, and Planning Departments have reviewed the building permit
application for construction activity which is proposed at
/702/ F/5f-/ PT RD
Accepted X
Accepted With Corrections
Denied
Reviewed By:
-< 0
-2N Me _~~+l
Date:
~!1 Iou
,
Commen~s: Sa' Il\lFottMAnvA,j tlll..l mE:
flE\lEA!:.~
S.L\f:
SEE. ATTACHM,&J'rS{ I. hAJAL Gn.~DE. I^-J~p~t.no~ JNF"It*A-n(),J
'l E:n.o:s 'ON CONIIl.Ol-. M lSIl~utt.C5
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 ot 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."
p. L:'
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FROM : DAVI D LI NNER ARCH I TeeTS
/
PHONE NO.
Apr. 25 2000 04:14PM P2
dS . d "l:I.LO.l.
.. . .... i.
CITY OJ' PRIOR LAKE
16%00 EAGLE CREEK AVENVE S.E.
PRIOR LAKE, MN 55372
SPECIAL STRUCTURAL TESTING AND lNSPECTION s~nULE
P:oJect NEe
Location
Keyland Home9-- Building Addi~ion
17021 Fish Poin~ Road SF.
Prior Lake, MN 55372
SPECIAL snUCTURAL TESTING AND INSPECTION
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KEY LAND
_L....
f+ 0 M ~ S
City of Prior Lake
, . , "unlock your dream,"
To the Planning, Engineering and Building department regarding the use or storage
of any motorized vehicle's in the existing and proposed new addition at KEY LAND HOMES. We do not
intend on ever buying anything but an electric forklift for our warehouse. The number one issue is the
safety of our employees and propane forklifts have to us two down falls. Number one is the chance of a
propane leak and the maintenance of a gas engine. We have at the present time three forklifts one at each
one of our other businesses and have had excellent success with not only safety issues but maintenance and
air quality as well. You are all welcome to inspect our warehouse at any time. We also do not park trucks or
cars inside. We have on the outside of the building several outlets that are on timers for our truck engine
block heaters to be plugged into. This works very well and does not smoke up our shop and cause problems
for our employees.
;x:~ -
Kevin G Horkey VP
(952) 440-9400
~ Metropolitl..l Council
~ Working for the Region, Planning for the Future
Environmental Services
May 10,2000
Bob Hutchins
Building Official
City of Prior Lake
16200 Eagle Creek Ave.
Prior Lake, MN 55372-1714
Dear Mr. Hutchins:
The Metropolitan Council Environmental Services Division has determined SAC for the
Keyland Homes Addition located within the City of Prior Lake.
This project should be charged 2 SAC Units, as determined below.
SAC Units
Charges:
Warehouse
15000 sq. ft. @ 7000 sq. ft./SAC Unit
2.14 or 2
If you have any questions, call me at 602-1113.
sm~, ~. ~
Jodi L. Edwards
Staff Specialist
Municipal Services Section
JLE: (425)
000510SE
cc: S. Selby, MCES
David Linner, David Linner Architects
~/
CJI:~
230 East Fifth Street St. Paul, Minnesota 55101-1626 (651) 602-1005 Fax 602-1183 TDD/TIY 229-3760
An Equal OpportWlity Employer
Envelope Compliance Report
COMcheck-EZ Software Version 2.0,.
Section 1: Project Information
Project Information: KEYLAND HOMES BUILDING ADDITION
Owner/Agent Information: David P. Linner Architects
Document Author Information: Thomas Paarmann
Section 2: General Information
Building Location:
Climate Zone:
Heating Degree Days (base 65 degrees F):
Cooling Degree Days (base 65 degrees F):
Building Use Method of Compliance:
Scott, Minnesota
16
8618
447
Activity Type Method
Activity Type( s)
Shop (Non-Industrial) Carpentry
Storage/Warehouse Active Storage/Bulky
Floor Area
1919
13473
Project Description (check one):
_ New Construction X Addition _ Alteration _ Unconditioned Shell (File Affidavit)
Section 3: Requirements Checklist
Air Leakage, Component Certification, and Vapor Retarder Requirements
Inspection
Date
Approved
(Y IN)
Initial
All joints and penetrations are caulked, gasketed,
weather-stripped, or othelWise sealed
Windows, doors, and skylights certified
as meeting leakage requirements
Component R-values & V-factors labeled as certified
Vapor retarders installed
Exception: Zones 2-7 in exempted states
Climate-Specific Requirements
Gross Cavity Cont. Proposed Budget
Component Name/Description ~ R-Value R-Value .sI!OC PF U-Factor U-Factor
Roof 1: Metal Roof with Thermal Blocks 15392 38.0 0.0 0.041 0.046
Exterior Wall 6: Metal Wall without Thermal Blocks
5934 15.1 8.4 0.058 0.067
Exterior Wall 7: CMV <=8" with Integral Insulation
1712 0.0 0.350 0.067
Door 1: Overhead 494 0.700 0.112
Door 2: Opaque 21 0.700 0.112
Slab 1: Unheated, Vertical Insulation 15392 10.0
Envelope PASSES: Design 7% better than code
Section 4: Compliance Statement
The proposed envelope design represented in this document is consistent with the building plans, specifications and
other calculations submitted with this permit application. The proposed envelope system has been designed to meet the
COMcheck Version 2.0 requirements.
Thomas Paarmann
Principal Envelope Designer-Name
')
tW
Signature
5/3/00
Date
"t
A Preliminary Geotechnical Evaluation
Report for Key Land Homes
Proposed Building Addition
Prior Lake, Minnesota
Project BABX-99-600
October 25, 1999
OOT 2 7 1999
Braun Intertec Corporation
BRAUNSM
INTERTEC
~raun Intertec Corporation
6801 Washington Avenue South
P,O. Box 39108
Minneapolis, Minnesota 55439-0108
612-941-5600 Fax: 941-4151
Engineers and Scientists Serving
the Built and Natural Environments@
October 25, 1999
Project BABX-99-600
Mr. Keith Horkey
Key Land Homes
17021 Fish Point Road SE
Prior Lake, MN 55372
Dear Mr. Horkey:
Re: Preliminary Geotechnical Evaluation, Proposed Key Land Homes Building Addition,
Prior Lake, Minnesota
As you authorized, we have completed the preliminary geotechnical evaluation for the Key Land
Homes building addition in Prior Lake, Minnesota. The purpose of the evaluation was to assist in
evaluating subsurface soil and groundwater conditions with regard to site grading and foundation
support of the proposed building addition.
General
Please consult the text of this report for our analyses and recommendations.
It has been a pleasure performing these services for you. If you have any questions regarding this
report, please call John Carlson at (612) 942-1783 or Ron Shaffer at (612) 942-4802.
Sincerely,
Braun Intertec Corporation
~~
John T. Carlson, PE
Senior Engineer
f!!~~!:r~
Senior Engineer
Attachment:
Geotechnical Evaluation Report
ep-eng-sys\babx\99600\georpt
jtc\ras:slj
Table of Contents
Description
Page
A. Introduction............................................................................................................................... .............. 1
A.I. Purpose................................................................................................................................. ......... 1
A.2. Scope............................................................................................................................................. 1
A.3 . Available Information................................................................................................................... 1
A.4. Boring Locations and Elevations.................................................................................................. 1
B. Results..................................................................................................... .... ............................................ 1
B.1. Logs.............................................. .............................................................. ................................... 1
B.2. Site Conditions.............................................................................................................................. 2
B.3. Soils............................................................................................................................................... 2
B .4. Groundwater.................................................................................................................................. 2
B.5. Laboratory Testing........................................................................................................................ 3
C. Analyses and Recommendations............................................................................................................ 3
C.1. Proposed Construction.................................................................................................................. 3
C.2. Site Work ...... ... ...... .................... ..................... ........................ ................ ........ ............................... 3
C.3. Fill Placement............................................................................................................................... . 4
C.4. Foundation Design........................................................................................................................ 5
C.5. Floor Slabs.................................................................................................................................... . 5
C.6. Construction Considerations......................................................................................................... 5
D. Procedures ........ .......... .......................................................................... ................................................... 6
D .1. Drilling and Sampling................................................................................................................... 6
D .2. Soil Classification......................................................................................................................... 6
D.3. Groundwater Observations........................................................................................................... 6
E. General Recommendations..................................................................................................................... 7
E.I. Basis of Recommendations.... .................. ..... .................................... .... ............ ............. ............... 7
E.2. Review of Design.......................................................................................................................... 7
E.3. Groundwater Fluctuations............................................................................................................. 7
E.4. Use of Report................................................................................................................................. 7
E.5. Level of Care................................................................................................................... .............. 8
Professional Certification
Appendix
Boring Location Sketch
Descriptive Terminology
Log of Borings ST -1 through ST-6
BRAUNSM
INTERTEC
Braun Intertec Corporation
6801 Washington Avenue South
P.O. Box 39108
Minneapolis, Minnesota 55439-0108
612-941-5600 Fax: 941-4151
Engineers and Scientists Serving
the Built and Natural Environments@
A. Introduction
A.I. Purpose
The purpose of this geotechnical evaluation was to assist in evaluating subsurface soil and
groundwater conditions with regard to site grading and foundation support of the proposed building
addition.
A.2. Scope
Six standard penetration test borings were performed for this evaluation. Laboratory tests were
performed on select soil samples to determine their moisture and organic content. With the results of
the borings and laboratory tests, this engineering report was prepared addressing our analyses and
recommendations.
The scope of our services did not include an exploration for environmental contamination at the
boring locations.
A.3. Available Information
Definite construction plans for the proposed building addition are not available at this time.
Mr. Keith Horkey of Key Land Homes indicated that the addition would be a one-level, slab-on-
grade structure constructed adjacent to the east wall line of the existing building.
A.4. Boring Locations and Elevations
The boring locations were selected by Key Land Homes. The attached sketch outlines the
approximate boring locations in relation to the existing building. The surface elevations at the
boring locations were referenced to the finished floor of the existing building at the overhead door
along the east wall line. An assumed elevation of 100.0 feet was assigned to this benchmark.
B. Results
B.l. Logs
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
Key Land Homes
Project BABX-99-600
October 25, 1999
Page 2
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 can be difficult to
ascertain. A detailed investigation of the geologic history of the site was not performed.
B.2. Site Conditions
The building addition is located adjacent to the east wall line of the existing Key Land Homes
building. The area is currently a green area and is relatively flat.
B.3. Soils
The borings generally encountered 1 to 5 feet of topsoil at the ground surface. Underlying the
topsoil, deposits of alluvial soils were typically encountered above glacial till soils at depths. These
soils consist mainly of silty sand, silt and sandy lean clay. Standard penetration tests indicate the
clayey soils to be generally in a medium to stiff condition, and the sandy and silty soils to be
generally loose.
B.4. Groundwater
Groundwater was encountered in Borings ST -1, ST -4, and ST -6 between depths of 9 to 11 /12 feet
during the drilling operation or after withdrawal of the auger from the ground. These depths
correspond to elevations of 86 1/2 to 89 1/2 feet to our assumed datum. Waterbearing soil samples
were encountered at depth in Borings ST-3 and ST-5.
The groundwater encountered is likely perched groundwater. Perched groundwater occurs when
water is retarded from percolating through the soils because of the relatively impermeable nature of
the clay soils.
Because of the low permeability of the clay soils, the water levels encountered may not represent the
actual water levels. A period of several days may be necessary for the water in the boreholes to
stabilize at the groundwater level. Groundwater levels should be expected to show annual and
seasonal variations.
Key Land Homes
Project BABX-99-600
October 25, 1999
Page 3
B.S. Laboratory Testing
Moisture and organic content tests were performed on select soil samples, and the results of the tests
are shown on the attached Log of Boring Sheets opposite the samples on which the tests were run.
The laboratory tests were performed in accordance with American Society for Testing and Materials
(ASTM) procedures.
c. Analyses and Recommendations
C.1. Proposed Construction
Final development plans for the proposed building addition were not available at the time of this
report. The proposed addition will be constructed adjacent to the east wall line of the existing
building. We anticipate the addition will be a one-level, slab-on-grade structure supported on a
typical spread footing foundation system. We assume that floor grade for the addition will match
that of the existing building at 100.0 feet to our assumed datum and that the soil bearing pressure for
the spread footings will not exceed 2,000 pounds per square foot.
C.2. Site Work
Based on the results of the borings and assumed floor grade, the majority of the building addition
footings should bear on suitable soils and shallow fills will be required to establish floor grade. The
surficial topsoil is judged to be potentially compressible and unsuitable for fill and foundation
support. The underlying medium to stiff clays and sands appear generally suitable for fill and
foundation support
We recommend that an excavation/backfill approach be used for site development. This will involve
excavating the vegetation, topsoil and soft clays, and then placing engineered fill, where necessary,
to establish building grades. The following tabulation outlines the anticipated excavation depths
needed at the boring locations to remove unsuitable soils.
Key Land Homes
Project BABX-99-600
October 25, 1999
Page 4
Approximate Anticipated Approximate Excavation
Boring Surface Elevation Excavation Depth Bottom Elevation
Number (feet) (feet) (feet)
ST-1 98 1/2 2 1/2 96
ST-2 95 5 90
ST-3 94 1/2 2 92 1/2
ST-4 98 2 96
ST-5 97 1/2 2 95 1/2
ST-6 99 1 98
The excavation depths indicated in the above table are approximate and could vary. The actual
depths of excavation required may differ between boring locations and should be determined in the
field at the time of the site grading.
In areas requiring engineered fill to establish footing grades, the excavations must be oversized to
provide lateral stability to the engineered fill. The bottoms of excavations should be oversized 1 foot
beyond the outside edge of the footing for each foot of engineered fill placed below the bottom of the
footing (1: 1 oversizing).
To minimize disturbing the medium clay and looser sand soils, we recommend the excavations be
performed with a smooth-bucket backhoe. If the excavation bottom soils become disturbed, they
should be subcut and replaced with engineered fill.
The bottoms of the excavations should be observed by a geotechnical engineer to evaluate the
removal of unsuitable soils and the suitability of the natural soils left in place. This should be done
prior to the placement of engineered fill and/or footings. The observations are particularly important
where the addition footings match the footings of the existing building. Care must be taken during
construction not to undermine or disturb the existing footings.
C.3. Fill Placement
Engineered fill will be imported to the site to establish the footing and floor grades. We recommend
that sandy fill soils be imported for ease in compaction.
Key Land Homes
Project BABX-99-600
October 25, 1999
Page 5
We recommend the engineered fill placed for building support be compacted to at least 95 percent of
standard Proctor density (ASTM D 698). We recommend the moisture contents of the engineered
fill soils be within 4 percentage points of the optimum moisture content. Compaction tests should be
taken to evaluate the contractor's method of fill placement.
C.4. Foundation Design
Based on the soil boring results and performance of the above-described soil correction procedures,
it is our opinion the engineered fill soils and underlying medium to stiff clays and sands should be
suitable for support of spread footings sized for an allowable soil bearing pressure of up to 2,000
pounds per square foot.
We recommend that strip footings be at least 20 inches wide and that column pads be at least 3 by 3
feet. Perimeter footings in heated building areas should be founded a minimum of 42 inches below
the nearest exterior grade for frost protection. Footings in unheated building areas should be founded
a minimum of 60 inches below the nearest exterior grade for frost protection.
It is our opinion that total and differential settlements, based on a 2000 psf allowable bearing
pressure, should not exceed 1 inch and 1/2 inch, respectively. This bearing pressure should also
provide a theoretical factor of safety of greater than 3 against localized shearing or base failure of the
spread footings.
C.S. Floor Slabs
Fill soils will be the dominant floor subgrade soil. To provide a capillary moisture break and reduce
the risk of slab dampness, we recommend a minimum of 6 inches of clean sand or gravel be placed
below the floor slabs. The soil should be graded so not more than 50 percent of the soil passes the
number 40 sieve and not more than 10 percent of the soil passes the number 200 sieve. If an
impermeable floor covering, a hardened concrete finish or a sealer will be used, a moisture vapor
barrier should be installed under the sand pad.
C.6. Construction Considerations
The on-site alluvial soils are considered moderately to highly frost-susceptible. Because of this, we
recommend that the building addition be constructed with a perimeter drain tile and that a frost break
(such as insulation board) be placed between the exterior below-grade walls and backfill. This will
reduce the risk of soils freezing, adhering and heaving.
Key Land Homes
Project BABX-99-600
October 25, 1999
Page 6
We recommend that the site be graded to provide positive drainage of surface run-off water away
from the building and building addition areas at all locations. We assume the buildi~g addition will
be constructed with a roof drainage system which will discharge the run-off water at least 10 feet
away from the perimeter of the building.
We recommend that a construction joint be utilized between the building addition and existing
building. This will allow the building addition to move independently of the existing building.
D. Procedures
D.l. Drilling and Sampling
The penetration test borings were performed on September 22, 1999, with a core and auger drill
equipped with 3 1/4-inch inside diameter hollow-stem auger mounted on a flotation-tired carrier.
Sampling for the borings was conducted in general accordance with ASTM D 1586, "Penetration
Test and Split-Barrel Sampling of Soils." Using this method, the borehole was advanced with the
hollow-stem auger to the desired test depth. A l40-pound hammer falling 30 inches was then used to
drive the standard 2-inch split-barrel sampler a total penetration of 1 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 depths of the borings. A representative portion of each
sample was then sealed in a glass jar.
D.2. Soil Classification
Soils encountered in the borings were visually and manually classified in the field by the crew chief
in general accordance with ASTM D 2488, "Description and Identification of Soils (Visual-Manual
Procedures)." A summary of the ASTM classification system is attached. All samples were then
returned to our laboratory for review of the field classifications by a geotechnical engineer.
Representative samples will remain in our Minneapolis office for a period of 60 days to be available
for your examination.
D.3. Groundwater Observations
Immediately after taking the final samples in the bottoms of the borings, the holes were probed
through the hollow-stem auger to check for the presence of groundwater. Immediately after
withdrawal of the auger, the holes were again probed and the depths to water or cave-ins were noted.
The borings were then immediately backfilled.
Key Land Homes
Project BABX-99-600
October 25, 1999
Page 7
E. General Recommendations
E.l. 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 of the recommendations in this report
should be made after performing on-site observations during 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.
E.2. Review of Design
This report is based on the design of the proposed building addition 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.
E.3. Groundwater Fluctuations
We made water level observations in the borings at the times and under 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.
EA. Use of Report
This report is for the exclusive use of the addressee and the copied parties to use to design the
proposed building addition 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.
Key Land Homes
Project BABX-99-600
October 25, 1999
Page 8
E.5. 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.
~~
John T. Carlson, PE
Senior Engineer
Registration Number: 20663
Appendix
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FIGURE#
DE
cripfive Terl11;no/c .,.'y
~~l~
Standard 0 2487 - 93
Classification of Soils for Engineering Purposes
{Unified Soil Classiication System}
50il ...
Criteria for A$signing Group Symbols and Group
Group Names Using Laboratory Tests. Svmbol Grou.. Name ·
c Gravels Clean Gravels C ~.4 and 1 < C, :; 3 ' GW Wel4Jraded gravel'
~o
'01: More ,han 50% 01 less than 5% lines' C < .4 and/or 1 > C > 3 ' GP Poorly graded gravelr
'" c
-0.9 .. coone Iroclion
> fines classify as Ml or MH SillY arovel r....
1II .. .. re/oined on Gravels with Fines GM
c: - .;;
'~g~ No. 4 "eve More than 12~. lines' fines c1auify os Cl or CH GC Clayey 'lravel r.l-b
~~ I Clean Sands C > 6 ond 1 :; C < 3 ' SW Well"9raded sand I
G a 0 Sands
~ ~ Z 5m. or more 01 leu rhon 5~. lines · C < 6 and/or 1 > C > 3' SP Poorly graded sand I
g e Icoarse Iracllon panes Sands with Fines Fines classify os Ml or MH SM SillY sand ../...
u ~ No .4 sieve More than 12~. lines · fjnes classify os Cl or CH SC Clayey sand ,A'
.. inorganic PI > 7 and olots on or above" A" line J Cl leon c1avL1-
.. ...c:: Silts and Clays
'0 " PI < .4 or plols below" A. line I Ml SilIL'."
'" ~ .. liquid limit
> liquid limil . oven dried Ol Orgonic cloy LI._'"
... <II leu rhan 50
-0 0,- organic < 0.75
II a. ... liquid limil . nol dried Organic sill Um..
.5 ~8
00<,< PI plols on or above" A" line
~ E . CH f 01 cloy ILl_
GO~ Silts and Clays inorgonic PI plors below "A" line MH Elastic silt u..
~g liquid limit
~ 50 or mare I liquid limil . oven dried OH Organic cloy u.....
organic < 0.75
liquid limit. not dried Organic silt u....~
Hiohlv Oroanic Soils Primarily oroanic maljer, dark in color, and orQanic odor PT Peat
a. Based an the material po lIing the 3.in (75....ml sieve.
b. If lield sample contained cobbles or boulders, at bath. add .Wlth cobble. or boulders. or both.. to group name.
Grayels With 5 to '2~. lines require dual .ymbols: '
GW-GM well.graded grayel with silt
GW-GC well-graded grayel with clay
GP.GM poorly graded gravel with .ilt
GP-GC poorly graded grayel with clay
L1. Sand. WIth 5 10 12'. fines require dual symbols:
SW.SM wel41raded sand with Silt
SW.sC wel41raded sand with clay
SP.SM poorly graded sand with silt
SP.SC poorly graded .ond with cloy
C. - O..,lD,. C,. ~
D,. x 0..
r. If so.1 contains ~ 15% sand, oad .with sand" 10 group name.
g. If fines claSSify as ClMt. us. dual symbol GC~M or SC-SM.
h. If ~nes are organic, add .Wlth organic ~nes. 10 group name.
II sa,l contains ~ 15% grav"I, add "with grovel. 10 group nome.
J. If Allerberg limit. plot in holched area. soil i. 0 Ct-Ml. silty cloy.
k. If so.1 contain. 15 10 29.". plus No. 200. odd .with sand. or 'Wlth groyel,. whicheyer is predominant.
I. "soil conlains ~ 30':'. plus No. 200, predominanrly sand, add .sandy. 10 group name.
m. If sotl conloin. ~ 30% plu. No. 200. predominanr/y groyel, add .groyelly. 10 group name.
PI ~ 4 and plots on or above. A" line.
PI < .4 or plots below. A" line.
p. PI plots on or above. A" line.
'I. PI plots below. A. line.
!.
)(
II)
-a
oS
~
:i
wt
D
D:
110
60
For dauificarion 01 fine-grained
soil. and fine-grained frocri_ of
50 c_ne ....Ia.
Equollon 01 "A" lin.:
HOrl%onlal 01 PI-~ to ll-2S.S.
then PI-0.73 (ll.201
30
20
MH or OH
10
7
4 -
o
o
60
70
80
90
100
.10
50
10 16 20 30
Liquid Limit (LL)
Laboratory Tests
DO
WO
MC
Ll
Pl
PI
P200
Dry density, pcf
Wet density, pcf
Natural moisture content, %
liquid limit, %
Plastic limit, %
Plasticity index, %
% passing 200 sieve
Organic content, %
Percent of saturation, %
Specific gravity
Cohesion, psf
Angle of internel friction
Unconfined compressive strength, psf
Pocket penetrometer strength, tsf
oc
S
SG
C
o
qu
qp
Particle Size Identification
Boulders ............................ over 12"
Cobbles ...,.........................3" to 12"
Grovel
Coarse ...........................3/4" to 3"
Fine ............................... No.4 to 3/4"
Sand
Coarse ........................... No.4 to No.1 0
Medium .......................... No.1 0 to No. 40
Fine .........................,..... No. 40 to No. 200
Silt .................................... No. 200 to .005 mm
Clay ..............,...................Iess than .005 mm
Relative Density of
Cohesionless Soils
very loose
loose
medium dense
dense
very dense
o to 4 BPF
5 to 10 BPF
11 to 30 BPF
31 to 50 BPF
over 50 BPF
Consistency of Cohesive Soils
very soft ............................ 0 to 1 BPF
soft ....................,..............2 to 3 BPF
rather soft ..........................4 to 5 BPF
medium ............................. 6 to 8 BPF
rather stiff ..........................9 to 12 BPF
stiff ................................... 13 to 16 BPF
very stjff ............................. 17 to 30 BPF
hard .................................. over 30 BPF
Drilling Notes
Standard penetration test borings were advanced by
3 1/4" or 6 1 /4" 10 hollow-stem augers unless noted other-
wise. Jetting water was used to clean out auger prior to
sampling only where indicated on logs. Stanoard penetration
test borings ore designated by the prefix "ST" ISplit Tubel.
Power auger borings were advanced by 4" or 6" diameter
continuous-flight, solid.stem augers. Soil classifications and
strate depths were inferred from disturbed samples augered to
the surface and ore, therefore, somewhat approximate. Power
auger borings are designated by the prefix "B".
Hand auger borings were advanced manually with all /2"
diameter auger ana were limited to the depth from which the
auger could be manuallx withdrawn. Hand auger borings are
indicated by the prefix' H".
Sampling: All samples were token with the standard 2" 00
split-tube sampler, except where noted. TW indicates thin-
walled lundisturbedl tube sample.
BPF: Numbers indicate blows per foot recorded in standard
penetration test also known os "N" value. The sampler was set
6" into undisturbed soil below the hollow-stem auger. Driving
resistances were then counted for second and third 6"
increments and added to get BPF. Where they differed
significantly, they ore reported in the following form: 2/12 for
the second and third 6" increments, respectively.
WH: WH indicates the sampler penetrated soil under weight
of hammer and rods alone; driving not required.
WR: WR indicates the sampler penetrated soil under weight of
rods a/one; hammer weight and driving not required.
Note: All tests were run in general accordance with appli-
cable ASTM standards.
BRAUNSM
I NTE RTEC
Rev. 2/97
BRAU."
INTERTEC
r-
r- 95.9
r-
8M
-
<<li-
e::
o
.;::-
ca
~ - 90.9
.Q
.Q-
ca
'0 89.4
o
S-
.;::
~-
ca
~ - 85.9
G)
12.5
8M ..
.. r-
o
~
gr- 83.4
o
e::
Er-
..
G)
I-r-
G)
~-
~
5-
o
G)
c /7.9 20.5
G)
G)r-
15.0
CL
tJ)
-
r-
-
-
-
-
-
t-
to-
r-
BABX-99-600
LCJG OF BORING
BORING:
LOCATION:
See attached sketch.
DATE:
9/22/99
PROJECT: BABX-99-600
GEOTECHNICAL EVALUATION
Keyland Building Addition
17021 Fish Point Road S.E.
Prior Lake, Minnesota
CREW CHIEF: M. McWilliams I METHOD: 3 1/4" HSA Autohmr.
Elev., Depth, ASTM
feet feet
O Symbol
98.4 O.
2.5 sc ~ CLAYEY SAND, rnc~:,~~~' dark brown, wet. ~
7.5 - 9 pq = 1 1/2 tsf
. . )<
CL ~ SANDY LEAN CLAY, with a trace of fine to ><
-
9.0 y~ medium Gravel, brown, wet, rather stiff. !
y/ (Alluvium) 7
ML I\.
SILT, brown, wet, very loose. _>< 4
(Alluvium) ><
-
Description of Materials
(ASTM D2488 or D2487)
BPF~
SILTY SAND, fine to medium grained, brown,
moist to wet, loose.
(Alluvium)
-
6
pl
-
_~ 8
-
-
10
SILTY SAND, fine to medium grained, with
lenses of Lean Clay, brown, wet, loose.
(Alluvium)
-
-
l;><
8
,y,ij
:/
~
~~
SANDY LEAN CLAY, with a trace of fine to ~
medium Gravel and layers of waterbearing Poorly _
Graded Sand with Silt, brown, wet, medium to
rather stiff. -
(Glacial Till)
-
-
_~ 10
-
END OF BORING.
-
Water down 17 feet with 19 feet of hollow-stem
auger in the ground.
-
-
Water down 10 feet immediately after withdrawal
of the auger. -
Water down 9 feet 4 hours after withdrawal of
auger.
-
-
Boring then backfilled.
-
-
-
-
Braun Intertec - 10/12/99
ST-1
I SCALE:
1" = 4'
Tests or Notes
Benchmark: Finished floor of
existing building at overhead
door on the east end.
Assumed Datum = 100.0.
pq = 1 1/2 tsf
~
pq = 4 1/2 tsf
An open triangle in the water
level (WL) column indicates
the depth at which
groundwater was observed
while drilling. A solid
triangle indicates the
groundwater level in the
boring on the date indicated.
Groundwater levels fluctuate.
ST-l page 1 of 1
-BRAU.-
INTERTEC
LuG OF BORING
'too
PROJECT: BABX-99-600 BORING: ST-2
GEOTECHNICAL EVALUATION LOCATION:
Keyland Building Addition See attached sketch.
17021 Fish Point Road S.E.
Prior Lake, Minnesota
CREW CHIEF: M. McWilliams I METHOD: 3 1/4" HSA Autohmr. DATE: 9/22/99 I SCALE: 1" = 4'
Elev. , Depth, ASTM Desc:uption of Materials WL
feet feet Symbol (AST D2488 or D2487) BPF Tests or Notes
95.2 0.0
CL ~~ SANDY LEAN CLAY, with a trace of fine to
- ~ medium Gravel, slightly organic, dark brown, -
~
;: moist to wet.
- (Topsoil) -;x 7 MC = 15 %
x OC = 4%
- -:><:
- -
en 90.2 5.0 x 7
c SM SILTY SAND. fine grained, with layers of Silt
0 and Lean Clay, brown, wet, loose.
.;:;- -
co (Alluvium)
>-
CI) - 9
...
- -
co
0- - pq = 1 1/2 tsf
U) 85.2 10.0 4
c . .
0 CL ~:%/. SANDY LEAN CLAY, with a trace of fine to
~ /. ~
~- medium Gravel and with seams of waterbearing -
co Silty Sand, brown to gray at 19 feet, wet, rather
~- soft to stiff. - 8
>< x
CI) (Glacial Till) _x
...-
0 ~::(
'too
g - ~ - pq = 1 3/4 tsf
7<
- -x 8
"'6
c 2<
.e - -
...
CI)
....- -
CI)
.~ - -
....
.~
t)- -
U) ;;<: 17
CI)
C /4.7 20.5 -x pq = 2 3/4 tsf
CI)
CI)- -
en END OF BORING.
- -
Water not observed with 19 feet of hollow-stem
- auger in the ground. -
'- -
Water not observed to cave-in depth of 7 feet
~ immediately after withdrawal of the auger. -
r- Boring immediately backfilled. -
,... -
- -
- -
- -
- -
BABX-99-600
Braun Intertec - 10/12/99
ST-2 page 1 of 1
~
~
~BRAUN.
INTERTEC
LOG OF BORING
.....
PROJECT: BABX-99-600 BORING: ST-3
GEOTECHNICAL EVALUATION LOCATION:
Keyland Building Addition See attached sketch.
17021 Fish Point Road S.E.
Prior Lake, Minnesota
CREW CHIEF: M. McWilliams I METHOD: 3 1/4" HSA Autohmr. DATE: 9/22/99 I SCALE: 1" = 4'
Elev. , Depth, ASTM Description of Materials ~
feet feet Symbol (ASTM D2488 or D2487) BPF Tests or Notes
94.6 0.0
CL LEAN CLAY, dark brown, moist.
r- (Topsoil) -
92.6 2.0
CLS . SANDY LEAN CLAY, with a trace of fine to D< 6
D<
r- medium Gravel, brown, wet, medium. -F><
~ (Alluvium)
- -
ui 89.6 5.0 ~'. rx 10
s::: )P-S~L: .: POORLY GRADED SAND with SILT, fine to
0 . . medium grained, brown, moist, loose.
-- : -
ca (Alluvium)
:; . .
CD - 87.1 7.5 . . -t>< 9 Me = 18%
... :
CLS SANDY LEAN CLAY, with a trace affine to t>< pq = 1 1/4 tsf
r- -
ca medium Gravel with seams of waterbearing Silty
0'- .1/ Sand, brown, wet, medium to rather stiff. -
U) (Glacial Till) _Dc 7 pq = 1 3/4 tsf
s::: ~
0 Dc
.;:; '/;
~- -
ca
0.- - 8 pq = 2 1/4 tsf
>< ::x
CD _x
...-
0
~- -
i>< 10 pq = 2 1/4 tsf
0 -x
o-
s::: x
e- -
...
CD
- -
CD
~- .~ /' -
a. ~~ .
.~/'
~
(3- ~ -
U) ~~ ~ 12 pq = 2 1/2 tsf
CD ~~
/4.1 20.5 .~~ -x
CD
(1)- -
END OF BORING.
- -
Water not observed with 19 feet of hollow-stem
- auger in the ground. -
t- -
Water not observed to cave-in depth of 5 feet
r-- immediately after withdrawal -
f- of the auger. -
f- Boring immediately backfilled. -
r- -
f- -
to-- -
f- -
BABX-99-600
Braun Intertec - 10/12/99
ST-3 page 1 of 1
.c
.Q
....
....
t-
c
en
_RAU.-
INTERTEC
LuG OF BORING
c
PROJECT: BABX-99-600 BORING: ST-4
GEOTECHNICAL EVALUATION LOCATION:
Keyland Building Addition See attached sketch.
17021 Fish Point Road S.E.
Prior Lake, Minnesota
CREW CHIEF: M, McWilliams I METHOD: 3 1/4" HSA Autohmr. DATE: 9/22/99 I SCALE: 1" = 4'
Elev. , Depth, ASTM Desc~tion of Materials WL Notes
feet feet Symbol (AST D2488 or D2487) BPF Tests or
98.1 0.0
CL SANDY LEAN CLAY, black, wet.
~ (Topsoil) -
96.1 2.0
CL SANDY LEAN CLAY, brown, moist to wet, 6 MC = 15%
x
- medium. -><:
(Alluvium)
- -
ui 93.1 5.0 x 6
c SM . . SILTY SAND, fine to medium grained, with a
0 trace of fine to medium Gravel, brown, moist, -
-- . .
co loose.
:;
CD - 90.6 7.5 (Alluvium) -x 11 pq = 2 1/2 tsf
...
CL ~ SANDY LEAN CLAY, with a trace of fine to x
- -
co /' medium Gravel and lenses of Silty Sand, brown,
0- wet, rather stiff to stiff. -
en (Glacial Till) _x 9
c -
0 x
~
~- - I
co
~- - 16 pq = 4 tsf
>< x
CD -><
...-
0
g - ~ -
83.1 15.0 18
0 SM SILTY SAND, fine to medium grained, with a ><
c
e- trace of fine to medium Gravel, brown, wet, -
... medium dense.
CD
- (Glacial Till) -
CD . .
~- -
9 79.1 19.0 :
...
(.) ML SILT, gray, wet, medium dense.
en c>c: 12
Q) (Glacial Till)
/7.6 20.5 -D<
CD
CD- -
END OF BORING.
r- -
Water not observed with 19 feet of hollow-stem
f- auger in the ground. -
I- -
Water not observed to cave-in depth of 12 feet
I-- immediately after withdrawal of the auger. -
I- Water down 11 1/2 feet 2 1/2 hours after -
I- withdrawal of auger. -
~ Boring immediately backfilled. -
I- -
~ -
I- -
.....
.Q
.Q
-
-
....
rn
BABX-99-600
Braun Intertec - 10/12/99
ST-4 page 1 of 1
ilRAUN"
INTERTEC
LuG OF BORING
c
PROJECT: BABX-99-600 BORING: ST-5
GEOTECHNICAL EVALUATION LOCATION:
Keyland Building Addition See attached sketch.
17021 Fish Point Road S.E.
Prior Lake, Minnesota
CREW CHIEF: M. McWilliams I METHOD: 3 1/4" HSA Autohmr. DATE: 9/22/99 I SCALE: 1" = 4'
Elev. , Depth, ASTM Description of Materials ~L
feet feet BPF Tests or Notes
97.5 0.0 Symbol (ASTM D2488 or D2487)
CL SANDY LEAN CLAY, dark brown, moist.
- (Topsoil) -
95.5 2.0
CL SANDY LEAN CLAY, brown, moist to wet, IX 8
D<
r- medium. -~
(Alluvium)
f- -
en 92.5 5.0 D< 9
c SM : SILTY SAND, fine to medium grained, brown,
0 moist, loose.
.:p- -
ca (Alluvium)
>r- :
CD - 9
a..
f- -
ca
or- - pq = 2 tsf
(/) 87.5 10.0
c 8
0 CL SANDY LEAN CLAY, with a trace of fine to
.;::;
~r- medium Gravel, brown, wet, medium. -
co (Glacial Till)
Q.r- - 8
><
CD /'
a..- -
0
g - -
82.5 15.0 ~ '" 8
0 ML SILT, brown, waterbearing, loose. ~
c
~- (Glacial Till) -
CD
- -
CD
2:- -
e 78.5 19.0
a..
(,) CL ~/ SANDY LEAN CLAY, with a trace of fine to pq = 2 1/4 tsf
(/) :;<:
CD '/:: medium Gravel, brown, wet, rather stiff. 10
/7.0 20.5 ~~ -x
CD '\ (Glacial Till) /~
CD-
- END OF BORING. -
- Water not observed with 19 feet of hollow-stem -
- auger in the ground. -
- Water not observed to cave-in depth of 12 feet -
immediately after withdrawal of the auger.
- -
- Boring immediately backfilled. -
- -
- -
- -
- -
BABX-99-600
Braun Intertec - 10/12/99
ST-S page 1 of 1
.c
.c
"t-
"t-
I-
en
. BRAUN-
INTERTEC
LOG OF BORING
.....
PROJECT: BABX-99-600 BORING: ST-6
GEOTECHNICAL EVALUATION LOCATION:
Keyland Building Addition See attached sketch.
17021 Fish Point Road S.E.
Prior Lake, Minnesota
CREW CHIEF: M. McWilliams I METHOD: 3 1/4" HSA Autohmr. DATE: 9/22/99 I SCALE: 1" = 4'
Elev. , Depth, ASTM Description of Materials BPF ~L Tests Notes
feet feet Symbol (ASTM D2488 or D2487) or
99.1 0.0
CL SANDY LEAN CLAY, dark brown, moist.
98.1 1.0 (Topsoil) 7
CL "-
SANDY LEAN CLAY, brown, wet, medium to
r- rather stiff. -15< 7
(Alluvium) I><
r- -r:><
- ~ -
/. /.
/./.~ I><
en ~~ 9
- ~~ ~ -IX
C
0 -
--
ca
:; - 91.6 7.5 -
CD I>< 10
..
SM SILTY SAND, fine to medium grained, brown, IX
r- -
ca . . wet, loose.
0:- (Alluvium) -
en . . _I>< 10
C f--- . .
0 tx ~
.;:;
!- . . -
. .
ca . .
~ . .
- 86.6 12.5 - 7 pq = 1 1/4 tsf
. .
CD CL SANDY LEAN CLAY, with a trace of fine to -><
..-
0 medium Gravel, brown, wet, medium.
~ - (Glacial Till) -
0 84.1 15.0 7
0 SM SILTY SAND, fine to medium grained, with a ><
c:
e- trace of fine to medium Gravel, brown, -
.. . . waterbearing, loose.
CD g
- (Glacial Outwash) -
CD 81.1 18.0
>
~ CL SANDY LEAN CLAY, with a trace of fine to
(j- medium Gravel, brown, wet, very stiff. -
en (Glacial Till) ~ 18
CD
/8.6 20.5 -x
CD
CD- -
END OF BORING.
- -
Water down 17 feet with 19 feet of hollow-stem
- auger in the ground. -
- -
Water down 10 1/2 feet immediately after
- withdrawal of the auger. -
r- Boring immediately backfilled. -
f- -
r- -
r- -
t--- -
r- -
BABX-99-600
Braun Intertec - 10/12/99
ST-6 page 1 of 1
.c
.c
....
....
t-
c
U)
CITY OF PRIOR LAKE
ORC PROJECT REVIEW CHECKLIST
PROJECT NAME: Keyland Homes Addition - REVISED
PLANS
An application for site plan approval for an addition to the
Keyland Homes building located at 17021 Fish Point Road.
APPLICANT: Keyland Homes
17021 Fish Point Road
Prior Lake, MN 55372
440-9400
PROJECT ENGINEERS: John Larson
Pioneer Engineering
681-1914
CONTACT PERSON: Kevin Horkey
440-9400
SITE INFORMATION
PID#: 25-296-003-0
LOCATION: 17021 Fish Point Road
This property is located at the current end of Fish Point Road,
south of CSAH 21.
EXISTING ZONING: C-5
COMPREHENSIVE PLAN: C-BO
PROJECT REQUEST: Review and approve site plan.
DISTRIBUTE TO: APPLICATION FOR:
X Frank Boyles X Bud Osmundson Administrative Land Division
X Sue Walsh X Sue McDermott Comprehensive Plan Amend.
X Ralph Teschner Jeff Evens Conditional Use Permit
X Paul Hokeness Lani Leichty Home Occupation
Rezoning
x Don Rye x Doug Hartman x Site Plan
Jane Kansier x Fire Chief Preliminary Plat
X JenniTovar X Bill O'Rourke PUD
DNR - Pat Lynch Minnegasco Final Plat
County Hwy. Dept. Watershed Dist. Variance
MNDOT Telephone Co. Vacation
SMDC Electric Co.
Triax Cable Met. Council
Date Received 4/19/00 Date Distributed 4/25/00 Date Due 5/3/00
Complete Application Date Distributed to 4/25/00 DRC Meeting 5/3/00
Date ORe
Publication Date NA Tentative PC Date NA Tentative CC NA
Date
60 Day Review Date Review Extension
1:\99files\99sitepI\99-096\referrev.doc
Page 1
I have reviewed the attached proposed request (Keyland Homes Addition) 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
X Conditional Approval
Comments: 4 &1 A. ~ L k
tvtJM?rN0;> m~~~~~ l/~ ';'~/1-;;6& /2-J;~f.
~rL. 70 A-~/~i F~ ~~ ~~/T
Signed:
(/LIS
Date:
Please return any comments by Thursday. May 3.2000, to
Jane Kansier, DRC Coordinator
City of Prior Lake
16200 Eagle Creek Avenue SE
Prior Lake, MN 55372
Phone: (612) 447-9812
Fax: '612) 447-4245
I :\99files\99sitepl\99-096\referrev .doc
Page 2
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Memorandum
DATE: December 10,1999
TO: Jane Kansier
FROM:
RE:
Robert D. Hutchins
Keyland Homes 2000 Addition. Pill 25-296-003-0
Following are the results of the preliminary plan review for the KeylandHomes 2000 Addition.
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).
I /' ~",8"'(<;
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(y Submit mechanical, plumbing and sprinkler plans. May be submitted at a later date.
@ A Structural Engineer must provide engineered drawings of the above grade structure.
~ Submit a soils report.
., ~~~ @ Provide the Illumination Budget Calculation Summary, MN Energy Code Part
{f~~~;JF J 7670.080.
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. Sheet A-I: Recalculate allowable area. With addition of the offices to the mezzanine,_ LJ _
the building changed from a single story into a two story buil~ 4~ ~~.> 5 ~ ~
t . . s,P,Q.,/UJo(.. Zs,~ ~ K -z ~
. SubmIt Energy Envelope CalculatIons. m(J{....,i Sr~ ?<. z.. -=- 3<D~"~
A S.A.C. determination must be completed by the Metropolitan Waste Control "7 z, <=)00
Commission. Contact Jody Edwards at 651.602.1113.
"'. Submit the Structural Engineers requirements for Special Inspections UBC 1701.5. See
enclosed.
" Detail2/A2: Provide cutsheet of water closet to maintain front clearance. MSBC
1341.0448 subpart 2.
~lrovide 3 HDCP onsite parking stalls. MSBC 1341.0403 Item E.
V Detai12/A2: 18" required on latch side of door 100. MSBC 1341.0442 subpart 6.
rfh /@ Provide an engineered dust collection system for the shop area. UBC 306.8
~'X~/ tJ/fLt,~
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I.UI~ ~Ve~til~tion .for the building must meet UBC Chapter 12. Provide 15 CFM of
- ventilation aIr per occupant.
iJ!1~ ~In-rack sprinklers, early suppression fast response sprinklers or an other approved
system that meets the National Fire Protection Association (NFP A) section 231c is
required for all storage areas where the top of the pile storage is over 12 feet above the
~or or grade.
~ Provide fire extinguishers minimum 2AI0BC rated, within 75 feet travel distance of
11 DEe: 1 002 S"
._,Y areas. - - - ----~LA AI Dex::.:>/L <.A..J IN (,,;:) ,
,/~~ 16. rovide exit signs at exit doors. UBC 1003.2.8.2. ~'J~.~~"2- 60 S;c.x:;>
17. Provide a racking and equipment layout. 'Tf-f{3:1J-z.Z 3&9 A 'f,~//l-of>>;eOTNdL
@ Provide emergency lighting in the addition. At the time of rack inSta11a~ a final *" ~ !.:;,,~
determination will be made as to the visibility of exit pathways. 'c.# I v6-L
it9. Provide fire lanes for fire apparatus response. Signage to read :" No Parking Fire Lane ~
by order of Fire Department". Locate by Fire Hydrant and by Si(;lIIlese connection.
~ UFC 1001.7.11.t?t/ END Of:' FCN:Si'C",.q If'1 S/-1rY'c-s& L.c;'N/V, to A(lGfk.
z. 2- 7>/t;vV'S /rJO A/'N 1'"' /31 ~ fl. .
O. The proposed addition and existing building have no occupancy separation provisions
to store or drive motorized vehicles into any area. Provide a letter stating that
"Motorized vehicles other than electronically driven, will not be driven or stored in
the building"
This is a preliminary review only. Other code items will be addressed when the final
plans are submitted. The building plans must be reviewed by the Cites Developmental
Review Committee (DRC) which consists of representatives of Planning, Engineering,
Parks, Finance, and Building Departments. The DRC must approve the plans before a
building permits can be issued.
2
"
~
March 9, 2000
"
Kevin Horkey
Keyland Homes
17021 Fish Point Road SE
Prior Lake, MN 55372
RE: Recording of Approved Variance and Assent Form Acknowledgment
Dear Mr. Horkey:
The purpose of this letter is to advise you that Resolution 00-016 approving a
variance on the property located at 17021 Fish Point Road SE must be recorded
at Scott County. A building permit will not be issued until proof of recording has
been submitted to the Planning Department. The variance will be null and void
per Section 1108 of the City Code within one year if the project is not completed
or if construction has not commenced (Assent Form).
Enclosed is a certified copy of the original Resolution to be recorded at the Scott
County Recorders office. The other copy is to be stamped as recorded by the
recorders office and returned to the Planning Department as proof of recording.
Also included is a copy for your records.
Additionally, the enclosed Assent Form must be signed by all property owners
and returned to the Planning Department prior to the issuance of any necessary
permits.
The site plan you submitted also requires some modification before we can issue
final approval. These modifications are as follows:
1. The parking lot along the east (rear) lot line must be at least 10' from the lot
line.
2. The trash enclosure must be located at least 30' from the east (rear) property
line. 0
16200 E~~fWl~89Y(!Aqj€?~.~~B9<take, Minnesota 55372-1714 / Ph. (612) 447-4230 / Fax (612) 447-4245
AN EQUAL OPPORTUNITY EMPLOYER
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3. Landscaping Requirements:
. A bufferyard type "E" is required on the south side of the building.
. The number of plantings are based on a 20' wide bufferyard for the length
of the new portion of the building to the east lot line. However, these
plantings may be located along the entire south property line.
. The bufferyard must include at least 10 canopy trees, 20 understory trees
and 30 shrubs.
. Acceptable species are shown on the attached list. The species and size
of the new plantings must be shown on the landscaping plan.
. The landscaping plan must be signed by a registered landscape architect.
4. The comments outlined in the attached memorandum from Sue McDermott,
Assistant City Engineer, must also be addressed. Please work with the
Engineering Department on this matter.
Please submit the recorded resolution, the signed assent form and revised plans
to the Planning Department. Once all of the revisions have been made, we will
approve the site plan. You may then proceed with your building permit
application. Please work with Bob Hutchins, Building Official, to ensure all
Building Code requirements have been met.
Thank you for your attention to this matter. If you have any questions about this
matter, please contact me at 447-9810.
Sincerely,
~o..~
C/ane Kansier
Planning Coordinator
Enclosure
c: Sue McDermott, Assistant City Engineer
Bob Hutchins, Building Official
1:\OOfiles\OOvar\OO-OO 1 \recdlet.doc
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DATE: December 20,1999
TO: Jane Kansier, Planning Coordinator
FROM: Sue McDermott, Assistant City Engineer
RE: Site Plan Approval, Keyland Homes
City Project # 99-44
The Engineering Department has reviewed the subject plan and have determined that the
following items must be shown on the plans:
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. Existing sanitary sewer, watermain, storm sewer on the site.
3. All existing and proposed easements.
4. Proposed contours and proposed curb spot elevations.
5. Drainage arrows, direction and percent of slope of all drainage
.' 6. A rip rap area (8' x 20') with concrete pad at all curb cuts.
7. Silt fence detail and hydrant detail.
8. Type of concrete curb proposed.
9. Parking lot pavement section.
10. Plan must match Certificate of Survey (elevations).
11. Sod all disturbed areas.
12. Grading limits.
g:\memos\slle99\keyland.doc
VP 002 panels maKo this office/h2ngar lacility more archit':!cturaliy int~re~,ting.
. GE~~ERAL DESCRIPTION
The unique design of VP's
3:chitectur8! \NaH panels prO\lides
fer many attractive building
applications. \/P'1 00 is a
sculptured exte:-ior shadow pane!
wh~ch can be used with int9rior
liner panels in combination "'I/ith
fih~Hglass or ~igirl board insu!dt~on.
This attractive paliel is excell3nt
for facade and building front2\iEl
applications.
VP 002 is 8. fiush panel used
either externally or as ;:j Hner
panel. especially appropriate for
mailufacturin~. larehous::? interior
applications. This panel is
excellent as an acce: It panel for
'VP ;1 QO walls and is wlde!y used
for facades and soffits, With the
variety of insulation options
available, your Builder can help
you decide on the opiimal
insulation approach, considering
up-front cost and long term enerQ)'
savings. These interlocking
panels corne with built-in weather
seals for weathertightness.
All fasteners are completely
concealed on VP 100 and VP 002
p2nels. VP 100 panels come in a
wide variety of colors. VP 002
panels are available in Egyptian
vVhite and Patrician Bronze as
standard. AIs0, these panels
com(=; in lengths to 38 feei, provid-
inq a continuous wali panei from
found8t1on to eave in most
facilities.
Because or the panel's length
and ,ease of installation construc-
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tr.ese vval! systems are' mer d
(jconomical than concrete,
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KEY BENEFITS
II Architectural Appearance
51! Interior Applications
II Fast Construction
. Energy Efficient
tI Economical Cost
.. .~! \lP fH12
A.~HNiC.t\L ~NF(}f'IV~,!\TiON
Vp 100 and VP 002 wall prHleL:; J..iluvidf.:: 12 ir ,;iO\ i,l' .' " ':h,
with lengths oI up to 3B fHet P~..Hl~1Is art-: ~)S:: .~q. . q I; . ,\
qptioha!) for \/F' 100 and ;~4 gaq6 stalUcl:' ..... .' "'r~'A)j\~:l,llur V,i-
OO~~. 80th p;{t1E)IS t.. aVG a G90 galvanized stet:l coatq-if! and :-<XL paint
finish fOf-nxtm~or (:uplicmkms. ~\><L ::~l a 1 mtl. r',''!'N/\Fi' ba~:;'jd 1lf'lish
appli{:1d to the suri:we of G90 galvanized steel to giVf. a lcm{llik color
that resists fading and chalking.
VP I OO/VP 002 PANEL CROSS SECT~ONS
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SE'CTION PROPERTIES OF ARCHIT~CTUR.4L PANELS
(For One Foot of Width}
, Gage
VP 100 26
VP 002 '. 24
Tot::il
Thickness
0.0217
0.0279
Top O'i F{it
tn Compress.I,,"
Sx Ix
0.139 0.107
O.2r~2 0.082
Too O~ r~;b
;.11 T'~n$;uon
Sx Ix
0.103 0.107
0.085 u,082
3:< == Section modu::Js (inches")
Ix == Moment of inertia (inches')
THERMAL DI:::.SIGN VALUES FOR VP 100IVP 002
Blanket Insul,~tion
Thickness
2"
3"
4"
C:slculated"
R-Value U-Value
7.41 0.135
11.30 rUB5
10.10 \':.066
In-Place""
R. Value U. Value
6.08 0.165
7.74 0.12'9
8.45 0.11 ::3
. .Calculated thermal values :-,:3 based on full insulatiun thickness.
."In-Place thermal values are based on ASTM C236 Guarded Hot Box fe,s.s or are
c~lcu!ated accounting for effects of fasteners anc insulation compression when the
Tests are not available,
tTrademark of Pennwalt Corporation
2060 10M 2/90 rr:
Wt,HHANlifS
1< c:O years
\
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across North America.
VP Builders have constructed
thousands of facilitids for virtually
every end use, r::mging from large
office to small storag'1 buildings.
Each and every fccility carries a
reputation for quality and value.
VP wall systems are designed to
meet the most exacting customer
requirements. ~Aade from the
finest steel in a controlled plant
environment, YOIJ are assured of
8 high quality, highly efficient
structure. VP wall systems also
come ir. a wide variety of colors
and finishes to meet your exact
aesthetic requirements. And,
when non-metal walls are desired.
your VP Builder can construct your
building with virtually any
alt!ernative material, easily.
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(fi the condition known O~ "microclod.lr\gw of roof and/or .,c.i
': pon~il whl('\.; ii 0 commc.n occurrenc. in Ih~ forming
. proceH of color coolttd roof and/or wal! pone!s and i$ not
10 be dt:;em~d 0 defect warronled "~r.under; end
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lJereuncer
HE WJ:..RR,\NTIES CtSC~le(D AND !.IM!TED ABOVE AND THE
RCME01ES 5Ei ::Of;YH BELOW FOR ROOF AND/OR WAll P~.NELS
:,HAlL BE IN LiEU OF ;t\~L OPiER WARRANTIES OR REMEDIES
/--'-<ETHER EXPRESS~D OR IMPUfD, INClUO!~"G aUl NOi llMITEi)
r -J ANY IMPLIeD WARRANTIES OF ME~Ct1ANTA6111TY AND
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(301 days from detection of any failure of the moteriols to conform 10
the above warranty. u~on preUlntotion by the Owner of this fully
executed worranty ogr-oement. ond upon insptction by VARCQ.
PRU~EN to verify ~oid nonconFormity, VARCO.PRUOEN sholl, 01 it,
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crlglnoliy pvrchOS(Jd Foil~ire of the Owner to g:vo llif.eiy !'\Glice 10
I,{I,RCC).PRUDEN of failure Ie conform reL.,av'iH VAR(O,Pi':UDE~'~ of
.:;;r.y ond (1!1 obliQoi,()n~ UI1C;,-H fhls wononly
HiE REMtL)jES ~E: ~U'{ Hi HERE!t~ ,4.RE EXClUSIVE. W!THCIJT
f~EGARD TO WHEnl~~ '1-:" DUE(T WAS DISCOVERABLE OR
LATENT J>. T THE TIME L: UE~IVr:RY OF THE MATERIALS TO THE
OWNER, Thw essential purpose of thiS exclUSive remedy ~holl be 10
prOVide the Owner with repolf or :eplc("'''lnr of por."ls thaI prov" to
hI') defccnve within the pen0d end L,r jf,,; '"II! :cnO:i1cns pr6"lou~ly sel
lerih Thi~ exclusive remedy ~ho!l nol hl'VO f I ,J 01 ill eHcnhol pup:ne
(Ci~ the: h"Hm .'S used in ItHI Uni;o~m Cor(\m~rClol Code) pro'l,ded
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bowl$dgo ollh~ ~nm!ence of 0 portleuicf o,."fec!
Ii'-J 0.]0 EVENT SHAll VARCO.PR~DEN BE liAe~E FOR ANY
SPECIAl. CONS.-:)U;:;NTIAL. 'NCIDENTAL OR INDiRECT DAMAGeS
WITH RESPECT TO HilS SALE OR ANYTHiNG CONE :N
CONNECTION HERtWITH (INClUDH'>JG. VVITHOU'f U!v'ITA TION,
E Ii: f: C T ION S ER V ICE S P ~ 0 'f1 [1 :: D 0'( e U Il D ERa t: BY Y t. Reo.
F~';()CNI. Wt-T~Hr:~ eASED UPON COiJH:>\CT, TOkT
;lNCl".iDli'1G >lcGUGH-JCE;, SH:!CT LIABILITY OR OTHERVv'ISE
txc::n T() n":E fXTENT MODIFIED HEREIN, THE NARRANTY
COVERAC.[ .J.PPllCAe~E TO THIS BuilDING St'1.A.Ll BE AS STA T~D
VA~C:).PRUDEN'S -qANDARD WARRANTY: AND All
lIMITA"J()N~. ;-XCLu5k..'" is ANi) DISCLAIMERS iNClu~ED IN
SAJC> "5.(,: Nt>AkP h.A.~RAI :r-y- SHAll APP~Y \,-VITH fUll FORCE
t"iERPC'" e)(~-::r:pT FOR HiE AFFIRMATIVE o ,LIGATIONS
UND':~i'-\KEN ~y 'o.//Cv.PRUL>EN HEREIN, ANY
INCONSi,;rENrv BETWEEN THe TERMS Of THIS WAR:(,~NTY p.,ND
THe TER M ,; OF SAI D "STAN OAR D W ARRANTY- S i"jp,LL BE
RESOLVED iN FAVOR OF THE TERMS OF SAID .STAr-,4DARC
WARRANTY.II
l5ate luuod
Vorco-Prud6r. Autr.Orizotion
OWrlG)r
VP Job #
Job location
~-_..__.-
C5Y
Slate
BuilOtr's Nomo
Varco-Pruden luildinii, a Oivislon o~
United Dominion Industriel, Inc.
IC29 ;O!92.500.AP
.'
). 1 ~ j j 1 U: ] I AM
~KAUN lNltKltC t I
NU,'IU4 r, I
BRAUN'M
INTERTEC
Fax Transmittal
To:
Fax Number:
KEllli HORKEY
4..q 0 - 1105
J (JH~ (A f L sa",
q~2. 17&3
J{j/19/1'1
2
From;
Phone Number:
Date:
N umber of Pages:
5i(ET(H
-i
BOJ!UJc;
LOC, ~
BO ~ I jJ Go
A foJ11 c. I fA TeD
EXCA VA nDt\j
o E- P TH
5T- I 2Yz.
51". 2- 5
ST- 3 2.
ST-1 2.
5T - 5 2-
5T-"
The information conrained in (his facsimile message may be privileged and confidentiaL. It is' inrtruied
only for rhe use oj (he indi\lidUlJ.l or enriry to whom ir is senr. If (he redpienr of rhis rransmirraL is nor
rhe intended recipient or an employee or agenr responsible (0 deliver ir ro rhe intended recipienI, t11rj
dissemination, disrriburion or copying of chis communi.carion is srn'crly prohibired. If you have
received rhis communication in en-or, please immediauly notify us by telephone and rerum (he
original message co us ar ,he address lured below via the Unired States Postal Service.
Braun Imerce= Corporation
6801 W ashingron Avenue South
P,O. Box 39108
Minn~polis, tvfN 55439-0108
Phone: (612) 941-5600 Fax: (612) 9414151
j.1~~~ 1U:l/AM
~~AUI~ INltKltC tl
f. ' "vI,: t., . .' N U. ~ I U 4 r. L
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~RAUN-
lNTERTEC
-
,.. 95.9
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BABX-99.6()o
~~AU!~ lNltKltC tl
I~\). :) i v't
r, )
LO
OF BORING
-~ 9 pq = 1 1/2 {Sf
:J<
-
7 t
_x 4
:<
-
-- 10
-><
BORING:
LOCATION:
See attached sketch.
DATE:
BPF WL
-
2.5
-x: 6
~
SILTY SAND, fine to medium grained, brown,
moist to wet, loose.
( Al1uvium)
-
PROJECT: BABX-99-600
GEOTECHNICAL EVALUATION
Keyland Building Addition
17021 Fish Point Road S.E.
Prior Lake, Minnesota
CREW CHIEF: M. MoWilliams I METHOD: 3 1/4" HSA Autohmr.
Elev., Depth, ASTM Description of Materials
f~~~4 fe~~o Symbol (ASTM D2488 or D2487)
SC ()" CLA YEY SAND, fine grained, dark brown, wet.
~ (Topsoil) -
:/)
SM .
, ,.".
.1,'
, "
"
_~ B
-
7.5
CL ~ SANDY LEAN CLAY 1 with a trace of fine to
~ medium Gravel, brown, wet, rather stiff.
.% , ", (Alluvium)
SILT. brown, wet, very loose.
(Alluvium)
9.0
ML
12.5
SILTY SAND, fine to medium grained, with
lenses of Lean Clay, brown, wet, loose.
(Alluvium)
:>0: 8
SM ','
, "
'. '" I
-
15.0
'.. .
CL
~ SANDY LEAN CLAY, with a trace of fine to ~
~ medium Gravel and layers of waterbearing Poorly -
~ Graded Sand with Silt, brown, wet, medium to
, rather stiff.
-
(Glacial Till)
-
-
~ ;J: 10
~ -x
-
END OF BORING.
-
Water down 17 feet with 19 feet of hollow-stem -
auger in the ground.
-
Water down 10 feet immediately after withdrawal
of the auger. -
Wate! down 9 feet 4 hours after withdrawal of -
auger. -
Boring then backfilled. -
-
-
-
BX".ll.un Inttrtf!c' - 10/12199
9/22/99
ST-1
I SCALE: 1" = 4'
Tests or Notes
Benchmar~: Finished floor of
existing building at overh.ead
door on tho east end.
Assumed Datum = 100.0.
pq = 1 1/2 tsf
~
pq == 4 1/2 (sf
. An open triangle in the water
lovel (WL) column indicates
the depth at whicb
groundwater was observed
while drilling. A solid
triangle indicates the
groundwater level in tho
boring on the date. indicated.
Groundwater levels fluctuate.
ST-1 page 1 of 1
,).199910:18AM
-"RAU.-
1NTERTEC
8R,~UN lNltKlcC t1
La
r~u.)luq r. 't
OF BORING
PROJECT: RABX-99-600
GEOTECHNICAL EVALUATION
Keyland Building Addition
17021 Fish Point Road S.E.
Prior Lake, l\1innesota
BORING: ST-2
LOCATION:
See attached sketch.
20.5
BABX-99-600
END OF BORING.
Water not observed with 19 feet of hollow-stem
auger in tbe ground.
Warer not observed to cave-in depth of 7 feet
immediately after withdrawal of the aug~r.
Boring immediately bad:tilled.
Bl'UUD Jnttttec . lOlU/99
17
pq ;:; 2 3/4 tsf
ST-Z page 1 of 1
,9.199910:18AM
.RAUN-
INTERTEC
bKAUN INleXltC tl
NU, J I U4 ~,)
LO ~ OF BORING
.....
PROJECT: BABX-99-600 BORlNG: ST-3
GEOTECHNICAL EV ALUA TION LOCATION;
Keyland Building Addition See attiched sk~tc:h.
17021 Fish Point Road S.R,
Prior Lake, Minnesota
CREW CHIEF: M. McWilliams \ METHOD: 3 1/4" HSA Autohmr. DATE: 912V99 I SCALE: 1" = 4'
Elev., Deptb, ASTM De~tian of "M'aterials BPF WI.., Tests Notes
feet feet Symbol (AS D2488 or D2487) or
94,6 0.0
CL ~ LEAN CLA Y, dark brown, moist.
- (Topsoil) -
92.6 2.0
CLS SANDY LEAN CLAY, Wlth a trace affine to ~ 6
)(
- medium Gravel, brown, wet, medium. -><:
~. (Alluvium)
f- ~". -
I 89.6 5.0 >< 10
., )P-SN,:: " POORLY GRADED SAND with SILT, fine to x
c
0 ,1', 'f mediwn grained, brown, moist, loose. -
- '.'
10 .P', " (Alluvium)
~ ' " -x
lU - 87.1 7.5 .' . 9 Me = 18%
ll..
- CLS SANDY LEAN CLAY, With a trace of fine to ->< pq = 1 1/4 tsf
co medium Gravel with seams of waterbearing Silty
0- ,'~ Sand, brown, wet, medium 10 rather stiff. -
'^ '.0, (Glacial Till) _:< 7 pq = 1 3/4 tsf
c: -
9 ~
g~ ..' -
to
0..- ~' - 8 pq == 2 1/4 tsf
>< x
GJ _x
~-
0
/. "
~ ~ -
0 ~ - 10 Pet = 2 1/4 tsf
c
~- -
QJ
- -
0) 7.'
.~
~- .~ -
....
,Q.
..- ~
u
ft) ;ll: 12 pq = 2 1/2 t&f
e /4.1 -x
0 20.5
G) -
CD-
(/) END OF BORING.
>- -
Water not observed with 19 feet of hollow-stem -
- auger in the ground.
- -
Water not observed to cave-in depth of 5 feet
..-- immediately after withdrawal -
- of the auger. -
- Boring immediately backfilled. -
- -
- -
~ -
- -
"0
',=
.c
J:I
~
r-
BAU>99.600
Br4un Iotertec: - 10/12199
ST-3 pll~e 1 of 1
,).199910:18AM
..tRAU.-
INTERTEC
BRAUN INTERTEC El
LO
NU. J104 ~. fJ
OF BORING
PROJECT: BABX-99-600
GEOTECHNICAL EVALUATION
Keyland Building' Addition
17021 Fish Point Road S. E.
Prior Lake, Minnesota
CREW CHIEF: M. McWilliams 1 METHOD: 3 1/4" HSA Autohmr.
Elev., Depth,
feet feet
98.1 0.0
BORING: ST..4
LOCATION:
See attathed sketch,
DATE: 9/22/99 I SCALE: 1" = 41
BPF WL Tests or Notes
-
96.1
"""
'"'
93.1
In
C
.g-
<<]
~ - 90.6
-'=l
.g-
o
-
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....
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1ft
G1
CJ r77.6
.,
cu.....
C/)
-
-
-
-
-
-
-
~
-
-
B ABX-99-600
2.0
ASTM
Symbol
CL ;~
~
~
c[
5.0
SM
7.5
CL ~
15.0
8M :
19.0
Description of Materials
(ASTM D2488 or D2487)
SANDY LEAN CLAY, black, wet.
(Topsoil)
SANDY LEAN CLAY, brown, moist to wet,
medium.
(Alluvium)
8
SILTY SAND, fine to medium grained, wi th a
trace of fine to medium Gravel, brown, moist,
.' loose.
. .',
',' , .
,1,- .
. "
" .
(Alluvium)
SANDY LEAN CLAY, with a trace of fine to
medium Gravel and lenses of Silty Sand) brown,
wet, rather stiff to stiff.
(Glacial Till)
~,
~/
SILTY SAND, fine to medium grained, with a
trace of fine to medium Gravel, brown, wet,
medium dense.
'.-:.
" .
(Glacial Till)
ML SILT, gray, wet, medium derule.
(Glacial Till)
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 12 feet
imn1ediarety after withdrawal of the auger.
Water down 11 1/2 feet 2 1/2 hours after
withdrawal of auger.
Boring immediately backfilled,
Braun Inlertec - 10/12/99
-
b< 6
-~
Me = 15%
-
X 6
~
--x 11
x
-
pq ;: 2 1/2 tsf
-
- 9
-)(
x
- I
-i- 16 pq = 4 tsf
b<
_x
-
:>0: 18
'X
-
-
-
~ 12
-~
-I
-
-
-
-
-
-
-
-
-
-
ST-4 page 1 of 1
. J. 1 999 1 0 : 1 8 AM
..RAUN-
I NTE RTEC
BRAUN INTERTEC E1
LO
NU,?104 ~. I
OF BORING
-
PROJECT: BABX-99-600 BORING: ST-5
GEOTECHNICAL EVALUATION LOCATION:
Keyland Building Addition
11021 Fish Point Road S.E. See nttltbed sketch.
Prior Lake, Minnesota
CREW CHIEF: 'M. Mc;Williams I METHOD: ~ 1/4" HSA Autohmr, DATE: 9/22/99 1 scALE: 1 ~ K; 4'
Elev. , Depth, ASTM Descr!ftion of Materials WL
feet feet Symbo 1 I (AST D2488 or D2487) BPF Tests or Notes
97.5 0.0
CL ~ SANDY LEAN CLA Y, dark brown, moist.
- (Topsoil) -
95.5 2.0
CL SANDY LEAN CLAY, brown, moist to wet, )( 8
~ :..c
~ medium. -~
~ (Alluvium)
,... -
ut 92.5 5.0 ~ 9
r:: SM . .' SILTY SA.ND, fine to medium grained, brown, ;l<
0 '. ,'. ' moist, loose. -
-- .....
~ I". . (Alluvium)
S_ . .
! . . . -~ 9
" ~
.... " -
CD .' ' .
'I' .
0.... - pq ::;; 2 uf
:
en 87.5 10.0 ' ' ~ S
c::
0 CL W SANDY LEAN CLAY, with a trace of fine to ).:
..
~~ ~ medium Gravel, brown, wet, medium. -
to (Glacial Till)
~~ ~ - 8
~
G) -~
......
0
~ ~ ~ -
82.5 15.0 ~ 8
Q
0 ML SILT, brown, waterbearing, loose. ~
c:
.e- (Glacial Till) -
G; -
t---
Q)
.~~ -
B. 78.5 19.0
ti CL ~~ SANDY LEAN CLAY, with a trace of fine to ~ pq == 2 1/4 tsf
en ~~ 10
Q) /7.0 medium Gravel, brown) wet, rather stiff. -)<
c 20.S ~~
en \. (Glacial Till) ;'><
cp"'"
f/)
,... END OF BORING. -
- Water not observed with 19 feet of hollow-stem -
~ auger in the ground. -
I-- Water not observed to cave~in der of 12 feet -
immediately after withdrawal of e auger.
- -
- ! Boring immediately backfilled. -
I- -
I- -
I-- -
,... -
-
....
.c
.c
BABX-99-600
Braun InterLec: - 10/12/99
ST-S pnge 1 of 1
19,1999 10: 18AM
..AUN"
lNTERTEC
BRAUN INTERTEC E1
NO, 5104 P,8
LO ~ OF BORING
-
PROJECT: BABX-99-600 BORING: ST-6
GEOTECHNICAL EVALUATION LOCATION:
Keyland Building Addition See nttncb~ sketch.
17021 Fish Point Road S.E.
Prior Lake, Minnesota
CREW CHIEF: M. McWilliams . \ METHOD: 3 1/4'1 HSA Aut.ohmr. DA 1"E: 9122/99 \ SCALE: 1" = 4'
Elev. , Depth, ASTM DeSC:!ftion of Materials WL
feet feet Symbol (AST D2488 or D2487) BPF Tests or Notes
99.1 0.0
CL SANDY LEAN CLAY, dark brown, moist.
98.1 1.0 (Topsoil) 7
CL ,
- ij' SANDY LEAN CLAY, brown, wet, medium to -
rather stiff. 7
~ I (Alluvium) -
- ~,. -
-J/. ~
vi - ~ -~ 9
c
g- -
1'CI
~ >- 91.6 7.5 -
CI) x 10
..
8M SILTY SAND, fine to medium grained, brown, ;~
- -
ftS ," wet, loose.
" '
0- . " (Alluvium} -
:
CIJ , -I< 10
~ - t. " .
0 ' ,I,' ;K ~
.;; "
~I- . I'. -
. " ,
S ' -,,'..
:
e: ,... 86.6 12.5 . ,I' - pq = 1 1/4 tsf
7
CI) CL SANDY LEAN CLAY, with a trace of fine to _tx
~I'""
0 medium Gravel, brown, wet, medium.
~ I- (Glacial Till) -
z
0 84.1 15.0 ,~.. ;l': 7
0 SM SILTY SAND, fine to medium grained, with a ~
c:
.E- o t j': ' trace of fine to medium Gravel, brown, -
.. waterbearing, loose. ~
G:l :
.....- (Glacial Outwash) -
Q) " .
:> 81.1 18.0 .'. ,
'~ CL ~. SANDY LEAN CLAY, with a trace of fine to
~
'I:: ~ medium Gravel, brown, wet, very stiff. -
0- ~ (Glacial Till)
"> 1- ~ 18
cu
0 /8.6 20.5 ~ -~<
.~
cD -
C1H-
V) END OF BORING.
- -
Water down 17 feet with 19 feet of hollow-stem -
- auger in the ground.
I- -
Water down 10 1/2 feet immediately after
- withdrawal of the auger. -
- Boring immediately backfilled. -
I- -
- -
- .....
f-- -
- -
BABX-99.600
Braun lntert\lc - lO/12/9~
ST-6 pn~e 1 of 1
.c
~
.....
The City of Prior Lake has reviewed th~ plans submitted for the addition to the
, existing' building at 17021' :Fish Point Road. Attached ,to this letter is 'a
memorandum from Sue McDermott,' Assistant City Engineer, detailing additional'.
information tnat must be submitted before 'we can complete this r,eview. _. Also
-' attached is ~ memorandum from ~ob Hutchins,. Building Offi,Cial, detailihg issues
pertaining to the Building Code.
For your information, I am attaching a variance application to this. letter. This
application also includes information on the necessary submittal's and the
process for a variance.
16200 E~Iif~I~~9JW~~~~-~~~~'fJi.f69'Eake, Minnesota 55372-1714 / Ph. (612) 447-4230 / Fax (61~~~47-4245
t\ 1\[ enl '~J. noonOTl ll\11TV t=1\Aor nvc.o.
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1:\99files\99sitepl\99-096\review.doc
Page 2
Memorandum
DATE:
December 10, 1999
TO:
Jane Kansier '"
~
Robert D. Hutchins ~
FROM:
RE:
Keyland Homes 2000 Addition. Pill 25-296-003-0
Following are the results of the preliminary plan review for the Keyland Homes 2000 Addition.
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 mechanical, plumbing and sprinkler plans. May be submitted at a later date.
2. A structural engineer must provide engineered drawings of the above grade structure.
-/3. Submit a soils report.
4. Provide the Illumination Budget Calculation Summary, MN Energy Code Part
7670.080.
5. Sheet A-I: Recalculate allowable area. With addition of the offices to the mezzanine,
the building changed from a single story into a two story building.
6. Submit Energy Envelope Calculations.
7. A S.A.C. determination must be completed by the Metropolitan Waste Control
Commission. Contact Jody Edwards at 651.602.1113.
8. Submit the Structural Engineers requirements for Special Inspections UBC 1701.5. See
enclosed.
9. Detail2/A2: Provide cutsheet of water closet to maintain front clearance. MSBC
1341.0448 subpart 2.
10. Provide 3 HDCP onsite parking stalls. MSBC 1341.0403 Item E.
11. DetaiI2/A2: 18" required on latch side of door 100. MSBC 1341.0442 subpart 6.
12. Provide an engineered dust collection system for the shop area. UBC 306.8
13. Ventilation for the building must meet UBC Chapter 12. Provide 15 CFM of
ventilation air per occupant.
14. In-rack sprinklers, early suppression fast response sprinklers or an other approved
system that meets the National Fire Protection Association (NFPA) section 231c is
required for all storage areas where the top of the pile storage is over 12 feet above the
floor or grade.
15. Provide fire extinguishers minimum 2AI0BC rated, within 75 feet travel distance of
all areas. UFC 1002.
16. Provide exit signs at exit doors. UBC 1003.2.8.2.
17. Provide a racking and equipment layout.
18. Provide emergency lighting in the addition. At the time of rack installation, a final
determination will be made as to the visibility of exit pathways.
19. Provide fire lanes for fire apparatus response. Signage to read :" No Parking Fire Lane
by order of Fire Department". Locate by Fire Hydrant and by Siamese connection.
UFC 1001.7.1.
20. The proposed addition and existing building have no occupancy separation provisions
to store or drive motorized vehicles into any area. Provide a letter stating that
"Motorized vehicles other than electronically driven, will not be driven or stored in
the building"
This is a preliminary review only. Other code items will be addressed when the final
plans are submitted. The building plans must be reviewed by the Cites Developmental
Review Committee (DRC) which consists of representatives of Planning, Engineering,
Parks, Finance, and Building Departments. The DRC must approve the plans before a
building permits can be issued.
2
q3/()7~
CITY OF PRIOR LAKE
ORC PROJECT REVIEW CHECKLIST jfJU/ ~
PROJECT NAME: Keyland Homes Addition (
An application for site plan approval for arraddition to tne
Keyland Homes building located at 17021 Fish Point Road.
APPLICANT: Keyland Homes
17021 Fish Point Road
Prior Lake, MN 55372
440-9400
PROJECT ENGINEERS: John Larson
Pioneer Engineering
681-1914
CONTACT PERSON: Kevin Horkey
440-9400
SITE INFORMATION
PID#: 25-296-003-0
LOCATION: 17021 Fish Point Road
This property is located at the current end of Fish Point Road,
south of CSAH 21.
EXISTING ZONING: C-5
COMPREHENSIVE PLAN: C-BO
PROJECT REQUEST: Review and approve site plan.
DISTRIBUTE TO: APPLICATION FOR:
X Frank Boyles Administrative Land Division
X Sue McDermott Comprehensive Plan Amend.
X Ralph Teschner Jeff Evens Conditional Use Permit
X Paul Hokeness Lani Leichty Home Occupation
- /,~4 Verlyn Raaen Rezoning
\
X Don Rye Doug Hartman X Site Plan
Jane Kansier X Fire Chief Preliminary Plat
X Jenni Tovar X Bill O'Rourke PUD
DNR - Pat Lynch Minnegasco Final Plat
County Hwy. Dept. Watershed Dist. Variance
MNDOT Telephone Co. Vacation
SMDC Electric Co.
Triax Cable Met. Council
Date Received 12/6/99 Date Distributed 12/7/99 Date Due 12/14/99
Complete Application Date Distributed to 12/7/99 DRC Meeting 12/9/99
Date DRC
Publication Date Tentative PC Date Tentative CC
Date
60 Day Review Date Review Extension
I :\99files\99sitepl\99-096\referral. doc
pa,
I have reviewed the attached proposed request (Keyland Homes Addition) for the
following:
Water City Code Grading
Sewer Storm Water Signs
Zoning Flood Plain County Road Access
Parks Natural Features Legal Issues
Assessment Electric Roadsl Access
Policy
Septic System Gas Building Code
Erosion Control Other
Recommendation:
Approval
Denial
~ Conditional Approval
Comments:
~e:e.
/YI frvY,J
TO
"10'-' OA.'-~ n~O;;f
13~ /{<J"ttC5>~ ~
IS (S>~
,Hejc I /&h 7
A- BVf0,N(.:;I
N660 t?/
/'~ t-r
Signed:
rz
Date:
Please return any comments by Tuesday. December 14.1999, to
Jane Kansier, ORC Coordinator
City of Prior Lake
16000 Eagle Creek Avenue SE
Prior Lake, MN 55372
Phone: (612) 447-9812
Fax: (6~2) 447-4245
I :\99files\99sitepl\99-096\referral.doc
Page 2
Memorandum
DATE:
December 10, 1999
FROM:
Jane Kansier tv
~
Robert D. Hutchins ~
TO:
RE:
Keyland Homes 2000 Addition. Pill 25-296-003-0
Following are the results of the preliminary plan review for the Keyland Homes 2000 Addition.
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 mechanical, plumbing and sprinkler plans. May be submitted at a later date.
2. A structural engineer must provide engineered drawings of the above grade structure.
3. Submit a soils report.
4. Provide the Illumination Budget Calculation Summary, MN Energy Code Part
7670.080.
5. Sheet A-I: Recalculate allowable area. With addition of the offices to the mezzanine,
the building changed from a single story into a two story building.
6. Submit Energy Envelope Calculations.
7. A S.A.C. determination must be completed by the Metropolitan Waste Control
Commission. Contact Jody Edwards at 651.602.1113.
8. Submit the Structural Engineers requirements for Special Inspections UBC 1701.5. See
enclosed.
9. DetaiI2/A2: Provide cutsheet of water closet to maintain front clearance. MSBC
1341.0448 subpart 2.
10. Provide 3 HDCP onsite parking stalls. MSBC 1341.0403 Item E.
11. DetaiI2/A2: 18" required on latch side of door 100. MSBC 1341.0442 subpart 6.
12. Provide an engineered dust collection system for the shop area. UBC 306.8
13 . Ventilation for the building must meet UBC Chapter 12. Provide 15 CFM of
ventilation air per occupant.
14. In-rack sprinklers, early suppression fast response sprinklers or an other approved
system that meets the National Fire Protection Association (NFP A) section 231c is
required for all storage areas where the top of the pile storage is over 12 feet above the
floor or grade.
15. Provide fire extinguishers minimum 2A10BC rated, within 75 feet travel distance of
all areas. UFC 1002.
16. Provide exit signs at exit doors. UBC 1003.2.8.2.
17. Provide a racking and equipment layout.
18. Provide emergency lighting in the addition. At the time of rack installation, a final
determination will be made as to the visibility of exit pathways.
19. Provide fire lanes for fire apparatus response. Signage to read :" No Parking Fire Lane
by order of Fire Department". Locate by Fire Hydrant and by Siamese connection.
UFC 1001.7.1.
20. The proposed addition and existing building have no occupancy separation provisions
to store or drive motorized vehicles into any area. Provide a letter stating that
"Motorized vehicles other than electronically driven, will not be driven or stored in
the building"
This is a preliminary review only. Other code items will be addressed when the final
plans are submitted. The building plans must be reviewed by the Cites Developmental
Review Committee (DRC) which consists of representatives of Planning, Engineering,
Parks, Finance, and Building Departments. The DRC must approve the plans before a
building permits can be issued.
2
CITY OF PRIOR LAKE
16200 EAGLE CREEK AVENUE S.E.
PRIOR LAKE, MN 55372
SPECIAL STRUCTURAL TESTING AND INSPECTION SCHEDULE
Project Name
Location
SPECIAL STRUCTURAL TESTING AND INSPECTION
Specification Description Type of Inspector (3) Report Frequency Assigned
Section Article Firm (4)
Notes: This schedule to be filled out and included in the project specification. Information unavailable at that time,
to be filled out when applying for a building permit.
(1) Use descriptions per UBC Section 1701, as adopted by Minnesota State Building Code.
(2) Special Inspector - Technical, Special Inspector - Strucural.
(3) Firm contracted to perform services.
ACKNOWLEDGMENTS
Each appropriate representative shall sign below:
Owner: Firm: Date:
Contractor: Firm: Date:
Architect: Firm: Date:
SER: Firm: Date:
SI-S: Firm: Date:
T A: Firm: Date:
SI- T: Firm: Date:
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
TA = Testing Agency
F = Fabricator
Accepted for the Building Department by
Date
SSTl.DOC
CITY OF PRIOR LAKE
BUILDING INSPECTION DEPARTMENT
COMMERCIAL & MUL TI-~T PLAN REVIEW CHECKLIST
Project Name: ~'ft..-.Ai'D ~ \Sccv Aop I IoN.
Job Address:
?:S~o ~S4o 3-o.s~ ~,~O
/ >>0 Z"1-0 - ~~ z..;9~
Use of Building +'~ Jf~~ *Z-qE*!>e;1J:~ 2-'1t:Jt:/o ./5::J'
1. Occupancy Group (Table 5-1) 6 ~ f, I t:5-1
/
2. Occupancy Separations (Table 5-B) --fj- tJeljJ 6f?~ f, II se,~ 3t)l..' Ex 2.. 2..
Type of Construction (Table 5-A) ~
I.
CLASSIFICATION OF BUILDING:
A.
B.
C. Location of Property
~nt topl-/- R~ar ~ L.~ide \08 R~ide '2.0
-'1 ~o ~~.. \
D. Floor Area ? ll-~~ CVM P? f'E. (2.. vJ M1 A i;) ~E;o i 0 B~ I
1. Actua~3~
2.
Allowable (Table 5-C)
3.
~rxf) ~)'v'"
Area Increase
a)
Open Area (505)
'2 s;.c~~
Sprinkler (505.3)
b)
5) i J~'
12..0(;;0 ?" ""'_'
~'1 ,(.I/6;~ ~ U,~5cs~~
i ;LooO ~/II 50:: la~
I $a:::l::/)< 2 ;: 3~ &>00
c) Multi-Story (506) 3b~2.-:: 7~
4. Mixed Occupancy Calculation = N&'/' ~
E. Height and Number of Stories
1.
Actual: Stories f[
?'
Height Z'--.!:
,
2. Allowable (Table 5-D): Stories Z-- Height "75
3. Allowable Increase ,fJ-
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INTERTEC
Tests
Dnte~
Project: FODX -C)3-217
Client:
Mr. BTlJce Loney, P.E.
City of P'rior I ,cake
4629 Dakota Street Southeast
Prior Lake, ~NTI55372 So;1
ID and
I Test Date--.J Type C......;r.""'tioo
. ~ 10120/93' N r..3: SM
42. 10/20193 N P-3: SM
- -- . -
43 10/20, 3 N 1'..3: ~M
41 10!20/Y3 N f-3: SM
UL,~5 ! 0/20/93 N P-4: SP
I 46 ~ 10/20.'93 tl F-4: SP
1'- .-.
L .
,~.:' "...~",."",..;t;....",,,,,,,,,;\<-'.J..;.,~.I~~...'.:
.:#
;70,~ /3. 3 7 c
.:>
RefJOrc 10
Pr:)lect Description:
Constructioll Tcsthg ServIces
Waterfront Business Office Pad~
City Pmject Number 9:1-11
Prior LaIc"., Minnesota
Mw.. Lab
Optimwn Dry Density.' lriplace
Moistw"e* (Std.Proc.1 Moisture
(%) (pel) (%)
~
12112 1171h ..!.lH2
12 ~h 11711.: _
17.'h 117% 10
121fz ,1l7'h it
1211.z 106'12 6
12'1i 106'1: +_2
~i -=-a
Inplaa.
Dry
Density
(pel)
118
114
111
116
108
108
I'::ey: N
SC
*
= Nuclear, As'rM D 29"!2
= Sand Cone, t"STM D 1556
=- O.M. and M L.D.D. rounded to nearest 0.5
A = Test results cOIJ'V~7 with spedfications.
B :..: Test results do not comply w;th s~~ifj~iors.
~L Test
41
42
43
44
45
46
-
- --......
L __
Test Locatjon
---_. -
,/5'N, 30'\V of the so~thp.ast building ccmer, Keylano. Lc-t
30'N. lOO'W (If the sou~e.~t building comer, Keyl3l'~ Lot
90'N, 130"N of th~ southealit building comer, Keylan\.. LoL
30'N, 50'E.of t~e southwest building corner, K~and Lot
l00'N, 75..'E t'f ~:.~ southwes~ building comer. Keyland Lot
175'N, 50'E of the south~~~ building oomer, Keylanci Lot
-
Elevation R~lrerence:
Spea;jfied ..,
llelative Minim:.am
COle paction Compact.
~ {Cl) ~tments
t-.~- 95 r A
~ 97 ~5 I A
, . -95 - 95 I A -I
r- 99 9S A
IGl 95 A
101 95 AI
-
Elevation .
951
951
950
9SB~
950
948
-.J
'''"'t.1.i.
Bralln Intcn~ Cor,.>OLation
9321f\ota.l0
. 'U7?
am~ M. Samuelson
Office \f"nzger
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'13.37 L
n
y
BRAUN....
INTERTEC .
.
, .
Report of .Field Compaction Test4i
,~
t
I
Date:
October 28, 1993
Project: BODX-93-217
Report: 12
Client:
Mr. Bruce Loney, P.E.
City of Prior Lake
4629 Dakota Street Southeast
:i~ Prior Lake ~N 55372
Project Description:
Construction Tl5t~ng Services
'Natp.rfront Business Office Park
City Project Number 93-11
PI iur Lake Minnesota
'~
,
i
r
;'.(.
. .,
--
Max.Lab Inplace Specified
Soil Optimum Dry Density. Inplace Dry Relati~e Minimum
ID and Moisture* (Std.Proc.) Moisture Density Compactior Compact.
Test Date Tylo"e Classification (~) (pd') (%) (pel) (%) (%) Comments
53 lC/22/93 N P-3: SM 12112 117th 11 11: 96 95 A
. 54 10/22/93 N P-4: SP 12th 106 tlz 10 115 9~ 95 A
-.;.. ".
55 10/25/93 N P-3: SM 12th 1l71h 10 119 101 95 A
56 . 10/25/93 N P-3:~ 121h 1171h 8 118 100 95 A
57 1(1/25/93 N P-3: SM 12th 1171h 6 113 96 95 A-
58 10/25/93 N P.3: SM 12'h 1l71h 5 113 % 95 A
- -
!~~y: N = Nuclear, ASTM D 2922
SC = 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 wlth specifications.
of,
,Test
53
54
55
56
57
58
Test Location
30'S, 20'W of the northeast ~king lot corner, Kp.yland Lot
6O'S~. 90'W of the northeast arkin lot (.orne~ Ke land Lot
20'N, 30"E <?.! th~ southwest building CG:ner, Ke"land ~
M5'N, 90'E of the southwest build in corner, Keyland Lot
30'N, 150'E of the southwest buildinr corner, Keyland Lot __
90'N, 200'E of the southwest huilding corner, Keyland Let
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Nov 02 00 11:14a
Gl~dewell Burdick Jr.
(952)-932-7287
p. 1
PACE Engineering Inc.
P.O. Box 660 (329 17th Avenue North) Hopkins MN 55343 Phone 952/932-7224 Fax 9521932-7287
MEMO
Date: November 2, 2000
To: Kevin Horkey Via FAX 952/440-9405
Project: Keyland Warehouse Expansion
Project No.: 00012
Re: Alternative Unit Heaters
Per your request, due to delivery schedules, the unit heaters UHfl through UHf3 may be changed
from the Reznor model SeA, separated combustion units to the model FE, power vented units.
We do not recommend the model F gravity vented units for a building with the vents discharging
through the walls.
This change will require the following additional modifications.
1. Delete the combustion air inlets and ducting.
2. Add a 12"x24" wall louver in the east wall between grids E and F with a 14" diameter
duct down to the flour and terminating in a return bend with the opening looking up.
This will provide a source of combustion air for the heaters.
Please call with any further questions.
Respectfully,
PACE nine,' ng I .
By , , ' r;.
Glyde 1 Burdick Jr. PE
President
GB:gb
012011'00
II "
./
PRIOR LAKE
- ' .
INSPECTION RECORD
DEPARTMENT OF
BUILDING AND INSPECTION
SITE ADDRESS \I 0 -z. \ f\H~ 'R,\~ \2-" <;;, t:.-
NATURE OF WORK ~~~\'(~N
USE OF BUILDING ( (Co ~ / ~
PERMIT NO. C>o - 3>, 0 DATE ISSUED
CONTRACTOR ~t:v'loJ Ko,z. tL6~ ~~E'Il 4~o' ~ ~oo ~
NOTE: THIS IS NOT A PERMIT FOR ANY OF THE INSPECTIONS BELOVV
THE PERMIT IS BY SEPARATE DOCUMENT
FOOTING
DATE
FOUNDATION (Prior to Backfill)
PLACE NO CONCRETE UNTIL AB VE HAS BEEN SIGNED
ROUGH - INS
SEWER! \\'ATER .' SEPTIc-iJ k
FRAMING
INSULATION PtdLn'4-
ELECTRICAL
PLUMBING
HEATING (if ~~quired)
.- ..,q,e(3 S~A3{NK--~
GAS liNE AF'~ TEST
tt>
(!) -18
P/3
15
-- 5cJ-O /
~_"TO -0 (
COVER NO WORK UNTil ABOVE HAS BEEN SIGNED
I WALLBOARD I I =-.J
FINALS
GRADING (Prior to Sodding)
BUilDING 1: \.0 9..1 ~ Zeo-t
ELECTRICAL
PLUMBING
HEATING
DO NOT
()4-0~!iJ
~-o2--
otc:-
7-30 -0 (
J
OCCUpy UNTil ABOVE HAS BEEN SIGNED
NOTICE
This card must be posted near an electrical service cabinet prior to rough-in inspections
and maintained until all inspections have been approved. On buildings and additions
~ . - - where no service cabinet is available, card shall be placed near main entrance.
Call between 8:00 and 9:00 A.M. for all inspections
FOR ALL INSPECTIONS 2) 447-9850
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PART 3
3.01 Duct
A FIbriaItA: airtiaht II1Id baug Support all cIucllI by 16 gauge iron bada.
B. DuctwOIk hide CODDeC all equ iDsIa11alillll of all molDr~.ud cIampaL
C, Join duct. uaiDg flm&ea I&le rDIp ce a IIDlOOlb intaior bin. Seal all joiDInir tisbt wi1h
duct -.m. not _ sbeet meI8l_ fur If fabricatiD& duels.
3.02 0wu141lle. AdjustmentR and Tests
A <lua....dDe ~ metal wodt he of all II, chatlI:r or objectioDable pll"moo UDder all
coaditionB tIItion.
B. After the IIRl put inlD ' ioD, bIIaDl: IIlm 10 wilIrin 5% plus or minus the Iir quantitU8 Bhown
011 the d Make fioal. IllIIIB 10 obi IlI8IY conveying ve1oc:itieI.
C. Motor 0 IIIJI lIball lIllIte1y aclj ....cclIld II1Id oontrol1ed 10 88 not 10 diatu1b the Iystem
baImoe of outBidc air .
, SECTION
6"0 FROM SOUTH SIDE
7J!i'{Il FROM
SHAPER &
TABLE SAW
t{ll FROM DOOR
MACHINE &
RADIAL SAW
EXH/RET
DAMPERS
SilENCER
FAN MOTOR
CONTROL PANEL
CAP UN-USED
INLET
WASTE DRUMS
10"{Il
COLLECTOR ELEVATION
,
8
DUST
COLLECTOR
, ,
'V'
"
,," "
T ,
, I
r-120x20
I I
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4
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SECTION 15852 - nUl SYSTEM
PART I GENERAL
Secti0D8 lSOl0 II1Id 150s0 . iaed tbcrain apply 10 1hiI Section
1.01 Scope
A Wed< UDder 1hiI So S]0D8 iDdudes providing all labor, I II1Id DClC_lIIY 10
complete rmd place I all It ooI1ecIilII1lystem.
PART 2 PRODUcrs
2.01 Sheet Metal Wmkcated :twolk
A Provide all cIuctwoIk mpletl JatiDs II1Id c:001ina II1Id ...11......
B. Gause ofmetal, reinf ucnIl IrucIion rmd ...Illdillll aha11 CODl the tIl ~0D8 in the
1ataIt edition of the S Manul r air ccmwyiDg eyBIaD8 rmd 88 bel r IpCC
C. Ductwork metal glIUl! = 88 Co '8:
I, ConveyiDg Ii IDgeoI = I gauge beavillr tban .AB It I 8L min.)
bows lIIId CIIanses 3 gauges heavier lIIlIl RAIl I
in dircotion
2. Tailpipes 811I ASHRAE BtalIdatds lh praI&IIRl cIuctwoIk.
"C1eIIII air iii
D. Coostnu:t all 8boel m _ of galvaDized 8lIlc1 un1eaa epeoifiod odHlrwial [lor lIbown 1III pIaDa. UIIe only
firBt quaJity eo1d ro11l alvanized bo1h sides. open bea11h, 110ft 8lIlc1 ~ ,Ie of double -"'s wilhout
fracture, Provide die u.ed II1Id we1c1ed elbows II1Id fiUin&a. EIbowIlIball CCIIIIlrIiDe: ius equal to lbree
1imeIdIe duct dl_.
2.02 Flexible Ducts
A Provide alllIIeel tlexible cIucllI COIII1eCtiD8 ftom each .......11;.... hood to the riJ :t Iystem. J lit tlell1ble duct
nma to 3'-0'" long.
2.03 Conlroll)o."1lC'f1
A Provide III8II1Ial blaat pIll8 in a111mmcheI of the ccmwyiDg IineI serviDg iIIl ~ i1Im8 of I pment. Each
blaat gate lIball bave a perIIIIIIIClIIt Btop fur Iystem 1001""";"8
2.04 ~ar.hlne Hoods
A c-.-t 10 the ...,jotlng du8tlcbip diacluIrge porllIlI1IdIor provide ClIpIUnl ho< _ry tl ,11eot clJips II1Id
dust ftom the tool of each ......Jri.... except the door lIIlIChine. Fabricate boo 8beet meI81 , I all expoIllll
edges lumnnod
2.05 Dust Collection System
A Provide where 8howD, American Air Filla- Model AR-4S a ArreIlaIl" or equ rit dust colle IIII1}1B1em with
IIOIHplIIldDg aI..."i....... b8ckwud iDclined taD. 7 ~ lip 20012301460 Volt T direct drive I motor,95%
efIieiem fiIUlr, ..~ """,!um;<:aI1IbaIult Iystem. fiIUlr cabinet, fiAYl CODe III lID II1Id COIIIII . for two (2)
55 gallllll dust drums IrDiahecl by thcl 0-). Equip the unit wi1h 811 ezp10sillll vent, kit rmd file
n:sistImt wide lIplIIXld ridges.
A Provide the Ullit wi1h wired II1Id ~Jftfcd 00Dtr01 panel to CODIroI fan shaker moIer.
Provide two (2) IIlldioDa. The&e SllItions will in directlld by die
Owuer.
PROPOSED DRAINAGE AND UTILITY EASEMENT VACATION
A 40.00 fOOT EASEMENT FOR DRAINAGE AND UTILITY PURPOSES
L YlNG OVER, UNDER AND ACROSS PART Of LOTS 1 AND 2, BLOCK
2, AS DELINEATED AND DEDICATED ON WATERfRONT PASSAGE
ADDITION, ACCORDING TO THE RECORDED PLAT THEREOf, SCOTT
COUNTY, MINNESOTA. THE CENTER LINE Of SAID EASEMENT
IS DESCRIBED AS fOLLOWS:
COMMENCING AT THE SOUTHEAST CORNER Of SAID LOT 2:
THENCE ON AN ASSUMED BEARING Of NORTH 00 DEGREES 10
MINUTES 44 SECONDS EAST, ALONG THE EAST LINE Of SAID
LOT 2, A DISTANCE Of 20.00 FEET TO THE POINT OF BEGINNING
Of SAID CENTER LINE; THENCE CONTINUING NORTH 00
DEGREES 10 MINUTES 44 SECONDS EAST, ALONG SAID EAST
LINE, A DISTANCE Of 188.00 FEET AND THERE TERMINATING.
PROPOSED DRAINAGE AND UTILITY EASEMENT
A 40.00 FOOT EASEMENT FOR DRAINAGE AND UTILITY PURPOSES
L YlNG OVER, UNDER AND ACROSS P ART Of LOTS 1 AND 2, BLOCK
2. WATERFRONT PASSAGE ADDITION, ACCORDING TO THE
RECORDED PLAT THEREOf, SCOTT COUNTY, MINNESOTA. THE
CENTER LINE Of SAID EASEMENT IS DESCRIBED AS fOLLOWS,
COMMENCING AT THE SOUTHEAST CORNER Of SAID LOT 2:
THENCE ON AN ASSUMED BEARING Of NORTH 00 DEGREES 10
MINUTES 44 SECONDS EAST, ALONG THE EAST LINE Of SAID
LOT 2, A DISTANCE Of 228.00 FEET TO THE NORTHEAST CORNER
Of SAID LOT 2, BEING THE POINT Of BEGINNING Of SAID
CENTER LINE: THENCE SOUTH 89 DEGREES 49 MINUTES 16
SECONDS EAST, ALONG THE EASTERLY EXTENSION OF THE
NORTH LINE Of SAID LOT 2, A OISTANCE Of 100.52 FEET;
THENCE SOUTH 00 DEGREES 10 MINUTES 44 SECONDS ~T A
DISTANCE Of 228.00 FEET TO THE SOUTH LINE Of SAID LOT I
AND THERE TERMINATING.
WE HEREBY CERTIFY TO KEYLAND HOMES lHA T lHlS
SURVEY, PLAN OR REPORT WAS PREPARED BY ME, OR
UNDER MY DIRECT SUPERVISION, AND lHAT I AM A DULY
LICENSED LAND SURVEYOR UNDER lHE LAWS Of lHE STATE
OF MINNESOTA, DA IS 9f' DAY OF JULY, 199 .
'IONEER ENGIN RING,
......... C
Larson, LS. Reg, No. 19828
-
I
LEGAL DESCRIPTION PARCEL A
Lot 2, Black 2, WATERFRONT PASSAGE ADDIllON, Scott County, Minnesota
together with that part of Lot 1, said BlOCK 2, described as follows:
Beginning at the southeast comer of Lot 2, Block 2, of said plat; thence North 00
degrees 10 minutes 44 seconds East plat bearing along the east line of said Lot 2, a
distance of 228.00 feet to the northeast comer of said Lot 2; thence South 89
degrees 49 minutes 16 seconds East along the easterly extension of the north line of
said Lot 2, 0 distance of 100.52 feet: thence South 00 degrees 10 minutes 44
seconds West a distance of 228.00 feet to the intersection with the south line of
said Lot 1; thence North 89 degrees 49 minutes 16 seconds West along the said
south line, a distance of 100.52 feet to the point of beginning.
PROPOSED LEGAL DESCRIPTION PARCEL B
Lot 1, Block 2, WATERFRONT PASSAGE ADDIllON, Scott County, Minnesota
except that part of said Lot 1 described as follows;
Beginning at the southeast corner of Lot 2, Block 2, of said plat; thence North 00
degrees 10 minutes 44 seconds East plat bearing along the east line of said Lot 2, a
distance of 228.00 feet to the northeast comer of said Lot 2; thence South 89
degrees 49 minutes 16 seconds East along the easterly extension of the north line of
said Lot 2, a distance of 100,52 feet; thence South 00 degrees 10 minutes 44
seconds West a distance of 228.00 feet to the intersection with the south line of
said Lot 1; thence North 89 degrees 49 minutes 16 seconds West along the said
south line, a distance of 100.52 feet to the point of beginning.
o
GO
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. .
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REVISED 7 -14- 98
'1 '
''1 I
1(... '1'
(.../1 ")-..
V I"
" I /L-'~
...... \ / /
'... \ "
" ,
'~UTILlTY &; DRAINAGE
EASEMEN T PER PLAT r,
, '
,
,
I
I
I
/
,
/
/
/
I
I
/
/
I
I
f
93,599 sq. ft.
2.14 ocres
PARCEL 8 = 593,544 sq.ft.
= 13,63 ocres
AREA = 687,143 sq. ft.
= 15,77, ocres
,
~
,
~
,
\
\.;.
'"
/- SOUTH LINE OF LO" '\'6
""'...."'" \
_/L __ _ _ _ __ _ _ _I--- _ _ _ _ _ _ ~
~ 156.00 .&
DEe - 6
FOR
t,
\"",
...
\'to
\i
\
A =
DESCRIPTION Sf<ETCH
KEYLAND HOMES
,
PARCEL
TOTAL
00 FEET
/-PROPOSED DRAINAGE
/ AND UTIUTY EASEUENT
':::~ '-- S89.49'16-E 253.48 ---
,
"- PROPOSED DRAINAGE AND
UTIUTY EASBAENT VACATION
<)
L-
, ,
it- '
--- '\.... ~
SB5'59~"E - - - - _ , ~J
217.00 --.... , ,Po
'- , ,
SS;;", lJ '\ '>
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o.,.~,- ,,~.
'- ~
'8&' , .(4)
'00' /.8
............/0,."f
/- EASTERLY EXT. OF THE
/ NORTH liNE OF LOT 2
1
-
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FAX: 7lI3-111S
2422 EnterprlsC!I Drive
Mendota Heights. IilN 55120
(e12) 1lIl1-11114 FAX:lI81__
625 Highway 10 N.E.
Blaine, UN 55434
(1112) 7lI3-1l11O
/
I
~
~;
.-
o '-I ,,1"1/
r OL_vvT'
,... 8 _",-UTiliTY &; DRAINAGE
en L /~~ EASEMENT PER PLAT,-,
" ~ - -~-g:~'16.E - - 410.52 - -,-: '
33/ r?L_J
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o
ad
N
N
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~ 0 L SE COR. Of LOT 2-___
\ 0-------------....<--
\ N 20.00-.::::_~lJ_-
'-- 410.52
_ _ _N~ cart... OF LOL2==:/
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201 .97
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lAIC 9JIl'CT(lIS . ~ DGNmtS
LANDiI'I.NlNOlSo I.<I/ClSCAP[ MQl1U:TS
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SWK
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* PIClNEER
~ antillna.rlng
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ill 97506.0
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625 Highway 10 N.E.
Blaine, MN 55434-
(812) 783-1880 FAX: 783-1883
KEYLAND HOMES
... of[.If-
* ~.
-<< ISIONEI,:R
.If- englne.rang
-<<...*
L""O SUA"''ItIM .. CIVIL ENClNiEERS
LAN!) PlANNE.tlIs.. lANOliCAP€ AACtIlltCT5
Certificate of Survey for:
,NORTH LINE OF LOT 2, BLOCK 2
,
I
,
I
I
I EXISTING
\ BUILDING
\
\ 950.1 950.2
3 949.B
947.8" ~
NE COR_ OF LOT 2. BLOCK 2 ---
P.01
:2422 Enterprise Orill8
Mendola Heights, MN 5:;120
(812) 881-1914 FAX;881-9488
x 000.00 DENOTES EXISTlNC [LEVA nON
( 000.00) DENOTES PRoPOSED lilt. YA IlUN
DENOTES DRAINAGE AND UTIUTY EAS(~ENT
J,. DENOTES DRAINAGE FLOW DIRECTION
. DtNOT[5 MONUMENT
EJ OENOTES CffSE;T HUB
WE HEREBY CERTIFY TO KEYLAND HOMES THAT THIS IS A TRUE AND CORRECT REPRESENTATION OF' A
SURVEY OF lHE BOUNDARIES OF:
LEGAL DESCRIPTION PROVIDED BY CLIENT
Thot port of Lot 1, Block 2, WATERFRONT PASSAGE ADDITION. Scott County. Minnesota
described os f;,1I0ws:
Beginning ot the southeast corner of Lot 2. Block 2. of said plot; thence North DO
degrees 10 minutes 44 seconds Eost plot bearing olong the east line of said Lot 2. 0
distonce of 228.00 feet to the northeast corner of said Lot 2; thence South 89
degrees 49 minutes 16 seconds East along the easterly extension of the north line of
said Lot 2. 0 distance of 100,52 feet; thence South 00 degrees 10 minutes 44
seconds Wast 0 dIstance of 228.00 feet to the intersection with the south line of
sold Lot 1; thence North 89 degrees 49 minutes 16 seconds West along the said
south line, 0 distance of 100.52 feet to the point of beginning,
IT DOES NOT PURPORT TO SHOW IMPROVEMENTS OR ENCHROACHMENTS, EXCEP SHOWN, AS SURVEYED BY ME OR
UNDER MY DIRECT SUPERVISION THIS 11TH DAY OF DEC., 1997, ~-
PIONEER ENGI ERING. P.A.
SCALE : 1 INCH = 60 FEET
950.0
x
,,~
,
,
: 8
U ld
9 ("l
m N
948.4
lC 948,2
LOT
2
N
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952.4 ~
950.8 lC -'
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954.3 95;, 7 ~ ~
w ~
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951.3 0.:
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Cl.
'5 lC 952.1
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lC 949.0
x 949.3
LOT
)(950.4
LOT AREA =22,919 S.F'.
-0.53 ACRES
954.1 lC 953.8
SE COR.
952_3 953.1 952.7 951.4
..."'.::: N811"4 '1S.W 100.52
_~~" ---FENCE
OF LOT 2, BLOCK 2 ---~
>l-X
953.2
x
NOTE: PROPOSED GRADE'.; SHOWN PER ORADING PLAN BY;
NOTE'. BUIl..O~NO OIMEN$ICf..:S SHOVr'N ARt FOR HORIZONTAl. ANO VERTlCA&., l.OCAMN
OF STR;UCTURO ()~It Y. SEE ARCl-flTECTUAL PLAN:! FOR BUILDING AND
rOUNDA nON DI~ENSlaNS.
NOTE; NO SPEClflC SOILS INVESTlGA nON HAS BEEN COMPLETED ON THIS lOT 8Y ntE
SURVEYOR. THE SUITABIUlY or SOILS TO SUPPORT lHE SPEClFlC HOUSE
PROPOSED IS NOT THE RESPONSIB1UTV OF' THE SURVEYOR.
N01E~ THIS CERTIFICAtE DOES NOT PURPORT TO SHOW EASEMEto.ITS oTHER 111AN
THOSE SHOWN ON lHE RECORDED PLAT.
HOlE: CONTR,ACTON' MUST VERifY DRI\IEWA Y DESIGN.
NOT(;. BEARINGS SHOWN ARE BASED ON AN ASSUMEO DATUM
. .-'
946.1
~~'-EASTERL Y EXTENSION OF THE
'946_8 NORTH UNE OF LOT 2. BLOCK 2
946,6
lC 4-7.3
947,0
948.0
o
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("l
N
948.8
1
950.4
~
b
~
953.0
951.1
,
,
'--SOUTH LINE OF LOT 1, BLOCK 2
PROPOSFD HOUSE ELEVATION
LOWEST FLOOR ELEVATION:
TOP OF BLOCK ELEVATION:
GARAGE SLAB ELEVATION:
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cl:::::::::::::::::::::: :1'::::::'L:::::::::::::~::::::::::::::::::::::::: ~
E,9ST ELEVAT ION
EAVE
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SCALE: 1/8" = 1"0"
SCALE: 1/8" = 1'0" ]f
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OOWNSPOUTS
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_ DENOTES PROPOSED SURFACE DRAINAGE
o DENOTES IRON MONUMENT SET
. DENOTES IRON MONUMENT FOUND
XOOCl.O CENOTES PROPOSED aEVATlON'
(000.0) DENOTES EXISTING ELEVATION '
THAT nns IS .4. TRUE AND CORRECT
WE HEREBY CERTIFY TO KEYLANO HOMES
REPRESENT ~ TlON OF A SURVEY OF THE BOUNDARIES OF:
-<(..1
.l'
~
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\
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1947.81
, ' ~N89"49116"W
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951
114
That part of the Southwest Quarter of Section 1, Township
Range 22, Scott County. Minnesota de::::cribed as follows:
which
,,+,',0"
95Z
of
Commencing at the southeast corner of said sc.uthwest Qua.'-':.H~ :~~
thence on en assumed bearing of North 89 degrees 49 minute:;.:;.,
~econds West along the South line of said Southwest QUilrt6c " . ~
distance of 354.00 feet to the point of begir,ning 'of the lin'l"...o'
be describ~~; thence on an assumed bearing of Nor.th89 degrees~49
minutes 16 secor.ds West along the South line of said Southwest
Quarter a distance of 310.00 feet and there terminating.
,
cont.ainihif approxim.!l.tely 1,7 lIcres
southerlY line
the
in width
feet
]l. gtrip of land 228.00
is descril:led!lS tollows
949.01
~I
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'-
953
19~I.Z
;.~
195/,2J
~ '51,2
I
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Upon platting of the property by the City it is anticipatpd that
the legal description for.the p~rcel will be iden~ified as Lot 2,
Block 2,Waterfront Pa:!:sage, Mo,lIo".
:'I'"
'f/>'
IT DOES NOT PURPORT TO SHOW IMPROVEMENTS OR ENCROACHMENTS. EXCEPT ~ SHOWN. AS
SURVE'tED BY ME OR UNDER MY DIRECT SUPERWiION THIS 21ST 'JAY OF OCT. .1993.
SIGNED: J~M fill INC.r; .
" "I'rd--"-
I~'?t.".tlv,~
HAROLD C. PETERSON. LAND SURVEYOR
MINNESOTA liCENSE NUMBER 12294
-
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CITY OF PRIOR LAKE
INSPECTION NOTICE
OA TE TIME
SCHEDULED
ADDRESS , 7C-'J 2( Frs 4.. fJ I. ~cI.
OWNER
CONTR.
PHONE NO.
C9~ -3/0
~X1~FILLING
o COMPLAINT
o FIREPLACE RI
o FIREPLACE FINAL
o GASLINE AIR TST
o
PERMIT NO.
o FOOTING
o FOUNDATION
o FRAMING
o INSULATION
CiCfINAL
o SITE INSPECTION
o PLUMBING Rl
o MECH RI
o WATER HOOKUP
o SEWER HOOKUP
o PLUMBING FINAL
o MECH FINAL
COMMENTS:
6~~ C!>K
J.Y~'4AI- Ok
~
~RK SATISFACTORY, PROCEED
o CORRECT ACTION AND PROCEED
o CORRECT WORK, CALL FOR RE'NSPECTION BEFORE COVERING
Inspector: 4~ '"
Owner/Contr:
CODE REQUIREMENTS ARE FOR YOUR PERSONAL HEALTH & SAFETY!
CALL 447-9850 FOR THE NEXT INSPECTION 24 HOURS IN ADVANCE.
INSNOTI
CITY OF PRIOR LAKE
INSPECTION NOTICE
SCHEDULED
ADDRESS I1D2\ F\~,^ ~+. Rot
OWNER
CONTR.
PHONE NO.
PERMIT NO.
o FOOTING
o FOUNDATION
o FRAMING
o INSULATION
~ FINAL
o SITE INSPECTION
o PLUMBING Rl
o MECH RI
o WATER HOOKUP
o SEWER HOOKUP
o PLUMBING FINAL
o MECH FINAL
COMMENTS:
bre:, ,f, 'nJ (j ~
Lh<, t ~ V~",1
(-~.
.JIC)Q.U' O.f}(~r"i I-,~
tv' .- -~
DATE TIME
---
l/-8-()).
eJO - -SlD
~GRAD/FILLlNG
o COMPLAINT
o FIREPLACE RI
o FIREPLACE FINAL
o GASLlNE AIR TST
o
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.
INSNOTl
CODE REQUIREMENTS ARE FOR YOUR PERSONAL HEALTH &: SAFETY!
CITY OF PRIOR LAKE
INSPECTION NOTICE
SCHEDULED
ADDRESS
/7~.2/ ~/
OWNER
CONTR.
PHONE NO.
PERMIT NO.
o FOOTING
o FOUNDATION
o FRAMING
o INSULATION
.~INAL
~' SITE INSPECTION
o PLUMBING RI
o MECH RI
o WATER HOOKUP
o SEWER HOOKUP
o PLUMBING FINAL
o MECH FINAL
COMMENTS:
?}A,/
//~
TIME
~--J/O
o EXIGRADIFILLING
o COMPLAINT
o FIREPLACE RI
o FIREPLACE FINAL
o GASLlNE AIR TST
o
WORK SATISFA Y, PROCEED
o CORRECT ACTION AND PR
o CORRECT p.R REINSPECTION BEFORE COVERING
Inspector: Owner/Contr:
CALL 447-9850 FOR THE NEXT INSPECTION 24 HOURS IN ADVANCE.
INSNOTl
CODE REQUIREMENTS ARE FOR YOUR PERSONAL HEALTH &: SAFETY!
,;:t4 TIME
CITY OF PRIOR LAKE A-\ .
INSPECTION NOTICE SCHEDULED
ADDRESS \ 102 \ F\~'* ?Ol~ ~
OWNER CONTR.
PHONE NO. PERMIT NO. 00..3 \0
o FOOTING
o FOUNDATION
o FRAMING
P ~ INSULATION
piNAL
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 GASLINE AIR TST
o
COMMENTS:
PLANNlWl~
F'~^L
~ORK SATISFACTORY. PROCEED
o CORRECT ACTION AND PROCEED
o CORRECT WORK, CALL FOR REINSPECTION BEFORE COVERING
Inspector. ~~ltt.f
-9850 FOR THE NEXT INSPECTION 24 HOURS IN ADVANCE.
CODE REQUIREMENTS ARE FOR YOUR PERSONAL HEALTH &: SAFETY!
INSNOTI
CI~
INSPECn. . on
.
SCHEDULED ~~~
t=\;~\A ~ ~
TIME
~~~
ADDRESS --t7e 2-(
OWNER
CONTR.
PHONE NO.
PERMIT NO.
Gf9'" 75{,{9
o FOOTING
o FOUNDATION
o FRAMING
o INSULATION
~ FINAL
o SITE INSPECTION
o PLUMBING RI
o MECH RI
o WATER HOOKUP
o SEWER HOOKUP
o PLUMBING FINAL
o MECH FINAL
o EX/GRAD/FILLING
o COMPLAINT
o FIREPLACE RI
o FIREPLACE FINAL
o GASLlNE AIR TST
o
COMMENTS:
~~ ~~1Lf%~ ~+~
o WORK SATISFACTORY, PROCEED
o CORRECT ACTION AND PROCEED
o CORRECT WORK, CALL FOR REINSPECTION BEFORE COVERING
Inspector:
?A-
Owner/Contr:
CALL 447-9850 FOR THE NEXT INSPECTION 24 HOURS IN ADVANCE.
CODE REQUIREMENTS ARE FOR YOUR PERSONAL HEALTH & SAFETYl
INSNOTI
CITY OF ...
INSPECTIO~
01 ~. TIME
I
6.Z/J! /O:3eJ
/702-/ ASH- PT /:20
.:.
,E
SCHEDULED
ADDRESS
OWNER
CONTR.
PHONE NO.
00 -03/0
PERMIT NO.
o FOOTING
o FOUNDATION
o FRAMING
ffiSULATION
FINAL
o SITE INSPECTION
o PLUMBING RI
o MECH RI
o WATER HOOKUP
o SEWER HOOKUP
o PLUMBING FINAL
o MECH FINAL
o EX/GRAD/FILLING
o COMPLAINT
o FIREPLACE RI
o FIREPLACE FINAL
o GAS LINE AIR TST
o
COMMENTS:
), c;~b..- l'2) ~<JJ
~ - ~~-
< J?(3 \)n~ S.'bA- Aft
,-,.'-l~
OoFO
+0 1~{-~Q::)1
o WORK SATISFACTORY, PROCEED
o CORREC ON NO PROCEED
~COR CT W ,ALL FOR REINSPECTION BEFORE COVERING
Owner/Contr:
50 FOR THE NEXT INSPECTION 24 HOURS IN ADVANCE.
REQUIREMENTS ARE FOR YOUR PERSONAL HEALTH & SAFETYl
'N.~NnTl
i
CITY~
INSPECTIO,.:. SCHEDULED
TIME
-
<l-'-oL
ADDRESS I f 02. \ ~'C; "" R i \- re. tJ..
OWNER
CONTR.
PHONE NO.
CfJ- 6 ~{O
PERMIT NO.
o FOOTING
o FOUNDATION
o FRAMING
o ~SULA TION
.p FINAL
o SITE INSPECTION
o PLUMBING RI
o MECH RI
o WATER HOOKUP
o SEWER HOOKUP
o PLUMBING FINAL
o MECH FINAL
o EX/GRAD/FILLING
o COMPLAINT
o FIREPLACE RI
o FIREPLACE FINAL
o GASLlNE AIR TST
o
COMMENTS:
All CO~~~
~
~ATISFACTORY. PROCEED
o CORRECT ACTION AND PROCEED
o COR CT K, CALL FOR REINSPECTION BEFORE COVERING
Owner/Contr:
CALL 447-9850 FOR THE NEXT INSPECTION 24 HOURS IN ADVANCE.
CODE REQUIREMENTS ARE FOR YOUR PERSONAL HEALTH & SAFETYl
INSNOTI
DATE :
TIME
CITY OF ~
INSPECTIO.
SCHEDULED
~ -21 -?J:t:, I
tE.
ADDRESS ,~ 0 2.t
r:;~ Pt tfJ;.
OWNER
CONTR.
PHONE NO.
o - O!( 6
PERMIT NO.
o FOOTING
o FOUNDATION
o FRAMING
o INSULATION
S FINAL
o SITE INSPECTION
o PLUMBING RI
o MECH RI
o WATER HOOKUP
o SEWER HOOKUP
o PLUMBING FINAL
o MECH FINAL
o EXIGRAD/FILLlNG
o COMPLAINT
o FIREPLACE RI
o FIREPLACE FINAL
o GASLlNE AIR TST
o
COMMENTS:
J. Rc.,^,^~'6 do- ~-'~~A~iJ ~t-. k~
7.. D-o~~ co{Lec.t~ S~r~~~ ~. tlA~~
\~D
V
~~CJ
1- [ - ?.. ~o(
~
o WORK SATISFACTORY, PROCEED
o CORR CT ACTION AND PROCEED
X CO ECT W K CALL FOR REINSPECTION BEFORE COVERING
Owner/Contr:
447-9850 FOR THE NEXT INSPECTION 24 HOURS IN ADVANCE.
CODE REQUIREMENTS ARE FOR YOUR PERSONAL HEALTH & SAFETYl
INSNOTI
SCHEDULED
DATE. TIME
5-30J!r 3~~O
ADDRESS
/'70 d/
'r/~b 1i ~
CONTR. ~ ~ 0-3t()
'l-cf77
OWNER
PHONE NO. PERMIT NO.
D FOOTING -a-1SUJMBING' RI
D FOUNDATION D MECH RI
D FRAMING D WATER HOOKUP
D INSULATION D SEWER HOOKUP
D FINAL D PLUMBING FINAL
D SITE INSPECTION D MECH FINAL
COMMENT~ ~ .~
-~~~
D EX/GRAD/FILLING
D COMPLAINT
D FIREPLACE RI
D FIREPLACE FINAL
D GASLlNE AIR TST
D
~ 3l~S~
~..4;. J1~-
;::> I'"t . I I
~
D WORK SATISFACTORY, PROCEED
J' CORRECT ACTION AND PROCEED
:S:O~ECT WO~OR REINS::::::::FORE COVERING
CALL 447-9850 FOR THE NEXT INSPECTION 24 HOURS IN ADVANCE.
CODE REQUIREMENTS ARE FOR YOUR PERSONAL HEALTH & SAFETY!
INSNOTI
DATE TIME
CITY OF PRIOR L.
INSPECTION NOTICE
3: $-0
SCHEDULED
3./.() /
ADDRESS
/702-/
?ISH Pr!20
OWNER
CONTR.
PHONE NO.
o 6 -03 I 0
PERMIT NO.
D FOOTING
D FOUNDATION
D FRAMING
D INSULATION
D FINAL
D SITE INSPECTION
D PLUMBING RI
D MECH RI
D WATER HOOKUP
D SEWER HOOKUP
D PLUMBING FINAL
D MECH FINAL
D EX/GRAD/FILLING
D COMPLAINT
D FIREPLACE RI
D FIREPLACE FINAL
*' GASLlNE ~I~ TST
/ . oS PIiL/ IV K...~
COMMENTS:
6 (J::t.L ~
~OI-t~A-A ~
-
~WORK SATISFACTORY, PROCEED
D CORRECT ACTION AND PROCEED
D CORR T W ,ALL FOR REINSPECTION BEFORE COVERING
Inspect :
Owner/Contr:
CALL 447-9850 FOR THE NEXT INSPECTION 24 HOURS IN ADVANCE.
CODE REQUIREMENTS ARE FOR YOUR PERSONAL HEALTH & SAFETY!
INSNOTl
CITY OF PRIO
INSPECTION N
SCHEDULED
ADDRESS
/1o~ I
FI'~~
OWNER
CONTR.
PHONE NO.
PERMIT NO.
D FOOTING
D FOUNDATION
D FRAMING
D INSULATION
D FINAL
D SITE INSPECTION
D PLUMBING RI
D MECH RI
D WATER HOOKUP
D ~R HOOKUP
.J(YPLUMBING FINAL
D MECH FINAL
COMMENTS:
Z~ ~'7
-
7-
P-I-
0- 0310
D EX/GRAD/FILLING
D COMPLAINT
D FIREPLACE RI
D FIREPLACE FINAL
D GASLlNE AIR TST
D
~..v-V.' -
L! c ~~
~ SA~ISFACTORY, PROCEED
D CORRECT ION AND PROCEED
D CORRECT K, 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!
SCHEDULED . r 1 :' lJ r J-' ., "
-D ~ p. "^' .
fiSH r-~~ ~D
INSNOTl
CITY OF PRI"- AKE
INSPECTION NOTICE
ADDRESS
//]62/
OWNER
CONTR.
PHONE NO.
PERMIT NO.
o FOOTING
D FOUNDATION
;::&.FRAMING
D INSULATION
D FINAL
D SITE INSPECTION
D PLUMBING RI
D MECH RI
D WATER HOOKUP
D SEWER HOOKUP
D PLUMBING FINAL
D MECH FINAL
COMMENTS:
, D~ ...... TIME
~-6.s//)
D EX/GRAD/FILLING
D COMPLAINT
D FIREPLACE RI
D FIREPLACE FINAL
D GASLINE AIR TST
D
D WORK SATISFACTORY, PROCEED
D CORRECT ACTION AND PROCEED
~ORRE LL FOR REINSPECTION BEFORE COVERING
Inspector: Owner/Contr:
FOR THE NEXT INSPECTION 24 HOURS IN ADVANCE.
INSNOTl
CODE REQUIREMENTS ARE FOR YOUR PERSONAL HEALTH & SAFETY!
CITY OF PRIOR --,KE
INSPECTION NOTICE
~
~LED
OAT TIME
I "2- ",c.. c)U ~lSO
PHONE NO.
170Z-/-F1 St/ P I
CONTR. {b -{'} '3 10
PERMIT NO. 0 - I 0 -z, 7
ADDRESS
OWNER
o FOOTING
o FRAMING
o INSULATION
o FINAL
o FOUNDATION
o DEMOLITION
o FIRE PREVo
COMMENTS(D
OfiUMBING RI 0 EXC/GRAD/FILLlNG
~ MECHANICAL 0 LKSHOREIWETLAND
o WATER HOOKUP 0 COMPLAINT
o SEWER HOOKUP 0 SEPTIC FINAL
o SEPTIC INSTALL (f)~IREPLACE ~~
o PLUMBING FINAL "" Ira., ~ (
o SITE INSPECTION
~ r-7F-I ~
~. ~ ~~LLf);J
z~*
AX
R -0.... q r:1 .
o WORK SATISFACTORY, PROCEED
~ CORRECT ACTION AND PROCEED
o CORRECT WORK, CALL FOR REINSPECTION BEFORE COVERING
Inspector: ~l
Owner/Contr:
CALL 447-4230 FOR THE NEXT INSPECTION 24 HOURS IN ADVANCE.
CODE REQUIREMENTS ARE FOR YOUR PERSONAL HEALTH & SAFETY!
Dr . TIME
CITY OF PRIC AKE
INSPECTION NuTICE SCHEDULED ,:2 "l#.. ZItoo ~:30
ADDRESS Pi 0'"").. I f-,",~ Rtl~ R..1
OWNER CONTR.
PHONE NO. PERMIT NO. 0-0 ~ Ie
o FOOTING o PLUMBING RI o EX/GRAD/FILLING
o FOUNDAT~ ~ o MECH RI o COMPLAINT
13- FRAMING 6triN! .lAt o WATER HOOKUP o FIREPLACE RI
o INSULA TI o SEWER HOOKUP o FIREPLACE FINAL
o FINAL o PLUMBING FINAL o GASLlNE AIR TST
o SITE INSPECTION o MECH FINAL 0
COMMENTS:
AhlRQn,{).tr~ \,^-C;~*~'O-Y\ ~I
\\- 'e\.(2~\;~c-oj( ~r~t'ovf/ _
-------
.:.:::
2.
Sp~l~l._\s; ~
u ~,
o WORK SATISFACTORY, PROCEED
o CORRECT ACTION AND PROCEED
~R K. CALL FOR REINSPECTION BEFORE COVERING
Inspect r:
Owner/Contr:
50 FOR THE NEXT INSPECTION 24 HOURS IN ADVANCE.
CODE REQUIREMENTS ARE FOR YOUR PERSONAL HEALTH & SAFETY!
INSNOTI
01' TIME
CITY OF PRIC ~KE
INSPECTION NOTICE
SCHEDULED
/zIt JOD
I,' Of)
ADDRESS
/70'2.(
FisH Pa,,J( (<d....
CONTR. ~'" e-y L ~ ~ D
PERMIT NO. ~ - 3 ( 0
OWNER
PHONE NO.
o FOOTING
o FOUNDATION
o FRAMING
o INSULATION
o FINAL
o SITE INSPECTION
o PLUMBING RI
o MECH RI
o WATER HOOKUP
o SEWER HOOKUP
o PLUMBING FINAL
o MECH FINAL
o EX/GRAD/FILLING
o COMPLAINT
o FIREPLACE RI
o FIREPLACE FINAL
o GASLlNE AIR TST
o
COMMENTS: ~&f2..IJ SnllG Tes.,.---
~D~ \69 ~ ~~.L 9:00 AM
2c:>~ [~~ ~ ~_~.I~L..
75 /~, ~~"
(pr;;- / 12s# ~,;f f..,~~
II ~'"o JJ.~
~
/'
/
~RK SATISFACTORY, PROCEED
o CORRE AC AND PROCEED
o COR CT , CALL FOR REINSPECTION BEFORE COVERING
Owner/Contr:
50 FOR THE NEXT INSPECTION 24 HOURS IN ADVANCE.
CODE REQUIREMENTS ARE FOR YOUR PERSONAL HEALTH & SAFETYI
INSNOTl
D.A- TIME
CITY OF PRIG \KE ~ ct~~
INSPECTION NuTICE SCHEDULED
ADDRESS \ 7021 h~H fo, v..+ 1<J
OWNER CONTR.
PHONE NO. PERMIT NO. 0- 310
o FOOTING
o FOUNDATIO~
~ FRAMING ' 1\"
~NSULATIO -PC
r 0 FINAL
o SITE INSPE TION
o EX/GRAD/FILLING
o COMPLAINT
o FIREPLACE RI
o FIREPLACE FINAL
o G~LINE AIR TST
,X ~lIAC-
COMMENTSm ~ o..x-~ _'~
Pdy ~ ~~~~d'
-'I
~ o-r-iL
o PLUMBING RI
o MECH RI
o WATER HOOKUP
o SEWER HOOKUP
o PLUMBING FINAL
o MECH FINAL
o WORK SATISFACTORY, PROCEED
R:10RRECT ACTION AND PROCEED
~ORRECT WORK, CALL FOR REINSPECTION BEFORE COVERING
~I
Inspector:
Owner/Contr:
CALL 447-9850 FOR THE NEXT INSPECTION 24 HOURS IN ADVANCE.
CODE REQUIREMENTS ARE FOR YOUR PERSONAL HEALTH & SAFETY!
INSNOTl
D~' TIME
CITY OF PRIC \KE
INSPECTION NOTICE
SCHEDULED
b/;;X{(Jl) 4: df)
ADDRESS -L1 0 a \ tl \.\ h -:pr j) n r
OWNER
CONTR.
PHONE NO.
PERMIT NO.
00 -0;;\ 0
o FOOTING
o FOUNDATION
o FRAMING
o INSULATION
o FINAL
o SITE INSPECTION
o PLUMBING RI
o MECH RI
o WATER HOOKUP
o SEWER HOOKUP
o PLUMBING FINAL
o MECH FINAL
o EX/GRAD/FILLING
o COMPLAINT
o FIREPLACE RI
o FIREPLACE FINAL
A X~lLl~R TST
nTS:
, ,y(
~
Y-a &..; (~
~ rb5Y
b~ ~
~
~s~
b J I~ f'r'u-~
CT RY,PROCEED
AND PROCEED
, CALL FOR REINSPECTION BEFORE COVERING
Owner/Contr:
FOR THE NEXT INSPECTION 24 HOURS IN ADVANCE.
'REMENTS ARE FOR YOUR PERSONAL HEALTH & SAFETYl
INSNOTI
CITY OF PRIOI .KE
INSPECTION NOTICE
SCHEDULED
ADDRESS \102..1
+=\5 k r +
OWNER
CONTR.
PHONE NO. PERMIT NO.
~ FOOTING ~MBINGRI
It[ FOUNDATION ( . ihs ~ ~~~H RI
o FRAMING A 0 WATER HOOKUP
o INSULATION 0 SEWER HOOKUP
o FINAL 0 PLUMBING FINAL
o SITE INSPECTION 0 MECH FINAL
COMMENTS:
I~ C;~W'
~
~ 0,
~~~p
DA'" TIME
~ q~C:o
~
o - 310
o EX/GRAD/FilLING
o COMPLAINT
o FIREPLACE RI
o FIREPLACE FINAL
o GASLlNE AIR TST
o
~ (j IJed
~ WJ~
tN.Hc ~-t~
Inspector:
FOR THE NEXT INSPECTION 24 HOURS IN ADVANCE.
INSlVOTl
EMENTS ARE FOR YOUR PERSONAL HEALTH & SAFETYl
CITY OF PRIO~ .KE
INSPECTION NOTICE
SCHEDULED
ADDRESS
/702-1 FtSl+
OWNER
CONTR.
//:A~O ~~
Pr i2tJ
PHONE NO.
PERMIT NO.
o FOOTING
o FOUNDATION
o FRAMING
o INSULATION
o FINAL
o SITE INSPECTION
Cb"3/o
o EX/GRAD/FILLING
o COMPLAINT
o FIREPLACE RI
o FIREPLACE FINAL
o GASLlNE AIR TST
)t ht~.. ~
COMMENTS: V~ r L CAJf Jt.s B~S
p6f2-. p~ ~ ~~
S'~~- t~ }3 ~aFF
o PLUMBING RI
o MECH RI
o WATER HOOKUP
o SEWER HOOKUP
o PLUMBING FINAL
o MECH FINAL
~RKSATISFACTO V,PROCEED
o CORRECT ACTI N PROCEED
o CORRECT W FOR ECTION BEFORE COVERING
Inspector: Owner/Contr:
CALL 447-9850 FOR THE NEXT INSPECTION 24 HOURS IN ADVANCE.
INSNOTI
CODE REQUIREMENTS ARE FOR YOUR PERSONAL HEALTH & SAFETY!
ADDRESS
/762/
DA ~ TIME
SCHEDULED ~#.:rOO 2- :~
AS I-! P 77!-0
CITY OF PRIO. ..KE
INSPECTION NOTICE
OWNER
CONTR.
PHONE NO. PERMIT NO.
l( FOOTING A~(~D PLUMBING RI
10- 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
d7J ~ 03 I 0
o EX/GRAD/FILLING
o COMPLAINT
o FIREPLACE RI
o FIREPLACE FINAL
o GASLlNE AIR TST
o
COMMENTS:
~;k ~ ~
1Asr~
(P~
Sr .;,,(~
Yzj, -~rCrv-~2~
A TISFACTORY, PROCEED
R T A ION AND PROCEED
ORK, CALL FOR REINSPECTION BEFORE COVERING
Owner/Contr:
447-9860 FOR THE NEXT INSPECTION 24 HOURS IN ADVANCE.
REQUIREMENTS ARE FOR YOUR PERSONAL HEALTH & SAFETY!
INSNOTI
CITY OF PRIO \KE
INSPECTION NOTICE
ADDRESS 1 {D 2..1
OWNER
PHONE NO.
~OOTING Pr
~~OUNDATION
o FRAMING
o INSULATION
o FINAL
o SITE INSPECTION
COMMENTS:
~~5
SCHEDULED
~
2" 50
TIME
h~ '^ ~+ 1?J
CONTR.
PERMIT NO.
6... Slo
o PLUMBING RI
o MECH RI
o WATER HOOKUP
o SEWER HOOKUP
o PLUMBING FINAL
o MECH FINAL
o EX/GRAD/FILLING
o COMPLAINT
o FIREPLACE RI
o FIREPLACE FINAL
o GASLlNE AIR TST
o
r^
F\G~
Inspector:
OR REINSPECTION BEFORE COVERING
Owner/Contr:
FOR THE NEXT INSPECTION 24 HOURS IN ADVANCE.
'MENTS ARE FOR YOUR PERSONAL HEALTH & SAFETYl
INSNOTI