HomeMy WebLinkAbout0091324-Building (sign) la) CITY OF OSHKOSH No 0091324
OSHKOSH BUILDING PERMIT - APPLICATION AND RECORD
ON THE WATER
Job Address 1200 S KOELLER ST Owner THE COPPS CORPORATION Create Date 11/15/2001
Designer Contractor STAY LITE LIGHTING
Category 254 - Signs Plan
Type 0 Building • Sign 0 Canopy 0 Fence 0 Raze
Zoning C2 Class of Const: Size
Unfinished /Basement Sq. Ft. Rooms Height 37 Ft. ❑ Projection
Finished /Living Sq. Ft. Bedrooms Stories Canopies
Garage Sq. Ft. Baths Signs
Foundation 0 Poured Concrete 0 Floating Slab • Pier 0 Other
0 Concrete Block 0 Post 0 Treated Wood 4'DIA, 9'3" DEEP
Occupancy Permit Not Required Flood Plain Height Permit
Park Dedication # Dwelling Units 0 # Structures 1
Use /Nature Grocery Store/ Relocate pylon sign from Jackson St location to this store. Erect in same location as existing sign. Sign to be altered to
of Work be 36'4" tall and add a 4x12 sign panel for a total of 4 sign panels. (see plans for details.
HVAC Contractor Plumbing Contractor
Electric Contractor
Fees: Valuation 6,800.00 Plan Approval $0.00 Permit Fee Paid $50.00 Park Dedication $0.00
Issued By: Date 11/15/2001 Final /O.P.
❑ Permit Voided
In the performance of this work I agree to perform all work pursuant to rules goveming the described construction.
Signature 4/0 A ,E, gys.d 12Z Date 1/ /S — 0/
Agent/Owner
Address 2215 KELBE DR LITTLE CHUTE WI 54140 - 0000 Telephone Number 920 - 788 -3400
10/22/2001 12:23 920 - 788 -3120 STAY LITE LIGHTING PAGE 01
STAY - LITE LIGHTING
2218 Kan Mir
UW. Chide WI 54140
(1)20)c7I fax ('9 )7$$1120
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Fax : 2 6 , �� Number of popes: 3_
ny Name; Q C 6 f *' e
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10/22/2001 12:23 920 - 788 -3120 STAY LITE LIGHTING PAGE 02
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10/22/2001 12:23 920 - 788 -3120 STAY LITE LIGHTING PAGE 03
09/10/01 09:00 5118 341 7303 COPPS ENG Q001/002
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11/13/2001 12:33 7084798395 ROBERT JAMES AND ASO PAGE 10
ROBERT - JAMES & ASSOCIATES, INC.
12255 W. 187TH STREET
MOKENA, IL 60448
(708) 479-8342
rNVOICE
INVOICE NO. : 1467 DATE : November 13, 2001
INVOICE TO ; Stay -Lite Lighting
2215 ICelbe Drive
Little Chute, WI 54140
ATTENTION : Mark
ENGINEERING SERVICES : Produce design calculations and sketches for
35' -0" OAH dual pole system using caisson
foundations for 'Copps' per faxed drawing.
TOTAL INVOICE AMOUNT : $ 100.00
•
•
•
11/13/2001 12:33 7084798395 ROBERT JAMES AND ASC RAGE 07
11 -12 -01 STAY -LITE LIGHTING Sht. 6 of 6
Ckieek tensile stre a in cais son Y
Compressive strength of concrete : ( psi•) fc = 3000
Overturning moment about heel point : (ft.lbs.) Mlt = Ma + (Va• d l) M1=141028.581
( Treat as cantilever at bottom. )
Section modulus of caisson : (in.s ) Sw 1,(b1,12)3 Sw =108$7.344
32
Allowable stress in concrete : ( psi. ) ¢Ft = 0.55 (5 c) CFt = 178.01
Tensile stress in concrete ; ( psi.) ft =1.3, (M• 12) J ft = 202.b32 > tt SW at= 178.01
RE13AR REQUIRED FOR STRESS
Design ofreinforcing�stejaisson :
Yield strength of rebur ; ( psi, ) fy.= b0U00
Moment for USD criteria : Mu : = 1.7 • Mh Mu = 239748388
d:= ((b1.12)•0.80)— 4 d =34.4
To plot for 'j u' : coefl' Mu 12 coeff = 0,017
ju := 4.99
!c•b1•12 d"
Required area : As Mu.. 12
ju•fy d•0.99 As 1.422
a•
Number \
Rebar size ; Number : = 6 Area ;= 8 i
4 Area =0.442
�'
Number required : � - s
• .1.. 2 = 6.438 Use seven ( 7 ) 46 Rebar Y 8' -3" LG. equally
;A,tea� spaced on a 36" circle with seven ( 7 ) #3
Reber ties on 14-1/2" centers
r in.bl2 dl
of concrete [ : ( cu,yds.) G�' r 27' I
Cy = 4.305 Each
l
11/13/2001 12:33 7984798395 ROBERT JAMES AND ASC PAGE 02
11-12-01 STAY -LITE LIGHTING Sht. 1 of 6
Check of 35' OAH'Copps' Structure
File : StaLitel
Design Windload : Based on the Basic National Building Code pubiished
by BOCA using table Exposure B and 100 mph winds,
Pipe : API 5 -L Fy = 35.0 ksi. Fb = 30.72 ksi. ( Compact Section )
PIate : ASTM A -36 Ey - 36.0 ksi. ; Fb = 31.60 ksi,
t' Mo - . t 10" c P:.-
r
ID Sign : ID =(0.80.9 ' 9) + 4.333 12 ID - 457902.72 in.lbs.
t
Food Center: FC'- (4.333.I2.3O.0)• 12 Fe 40553.76 in.lbs.
2
Moment : MI = ID + F C MI - 4984 56.48 in.lbs.
Moment per Pole : F"91 M 1 M -249228.24 in.lbs.
L M
Required Section Modulus : Sx : = 8.113 in.
( Compact Section) 30720
Pipe : 10 -3/4" Dia. x ..365" wall - 29.9 in.& OK
( 10" Sch. 40 )
Bolts at Connection Plates 10 Sch. to 12" Sch. :
M
Load per Bolt : (1b3.) T =.— T = 8901.009
(2
Bolt Diameter : (in.) D : =1.00
Stress Area ( in. 2 ) A := n L z A =0,784
( Based on nominal Diameter per AISC 4 -3) 4
Allowable Tension : ( lbs. /in. AT := 44000.,A AT = 34558 OK
( Based on ASTM A -325 specifications )
Match Plays 10" Soh. to 12' Sch..;
Match Plate Calculation vti•ith ASTM A -36 material with gussets.
Load per Bolt : (lbs.) T = 8901 009
Edge Distance : (in.) 1I? - 3.0
11113/2001 12:33 7084798395 ROBERT JAMES AND ASC PAGE 03
11 -12 -01 STAY -LTTE LIGHTING Sht. 2 of 6
Bolt Spacing ; ( in.) I3LS := 1,5 1
Moment Developed at Bolt Couple : MD (T.BLS } MD a' 1668.939
111
Minimum Thickness Required : (A- 36 matt.) Thk t Th
(MD 6) Mk 0.33 in.
(ED•31600) t
1" thick plates OK
S nation of Moment at 12" Sch Pine :
ID Sign : ID = (0.80.9-20.30.0). (/91 - 8,3331.12 ID = 665262.72 in.lbs,
J
Food Center : PC =(4.333• i 2.30.0).[ f 4.333') + 4.0.12 FC 115428 in,lbs.
I1 2 ,J `
Open 24 Sint : OS = (4.0.12.30.0).(' ).12 OS 34560 in.lbs.
Moment : M2 =1D -r FC + OS M2 = 815250.72 in.lbs.
Momcnt per Pole : M2
M M = 407625.36 in.lbs.
= -
Required Section Modulus : Sx = M 2 Sx = 13.269 itt 3
( Compact Section) 30720
Pipe : 12 -3/4' Dia. x ..375" wall - 43.8 in.,3 OK
12" Seh. 40 1
Bolts at Connection Plates 12" Sch, to 14"
M.
Load per Bolt : (1bs) T ::... - T =14558.049
(214)
Bolt Diameter : (in.) D . ! =1.00
Stress Area ; ( in.2) A - n D` A =0.785
( Based on nominal Diameter peg AISC 4 -3) 4
Allowable Tension : ( lbs. /in, AT 44000.A AT Ra 34558 OK
( Based on ASTM A -325 specifications )
11/13/2001 12:33 7084798395 ROBERT JAMES AND ASC PAGE 04
1142 -01 STAY -LITE LIGHTING Sht. 3 of 6
Match Plet 12" sal. to 14" Dia. :
Match Plate Calculation with ASTM A -36 material with gussets.
Load per Bolt : ( lbs.) T = 14558.049 Edge Distance : (in.) ED .= 3.0
Bolt Spacing : (in.) BLS : =1.5
Moment Developed at Bolt Couple : 1v1,0 = (1' BLS) l4L = 2729.634
1 S
Minimum _ 1
Thickness Thickness Required : (,� 36 matl.) 1'lal: j (MD•6) — Thk = 0.42 in
..)! (ED•31600),
1" thick plates OK
Suinn of Mgmant at Grade :
ID Sign ; : A ID T 1484671 68 in.lbs.
I �! j
Food Center : FC (•+,333' , 2i.ti67
= (4.:333 12-24.U)•�f•, - - t�•12 FC = 356903.04 inlhs.
1
Open 24 Sign : OS (4.0. 12.24,0). ( 2 ) 17.667 1 .12 OS = 271876.608 in.lbs.
L(--) 0 J J
Readerboard : RF3 (5,0. 12.24,0 ). 5 .� 12,667 •12 RB = 262085.76 in.lbs.
1
2
Poles : P {2. (12.667 24.0 (12.667 l2 P = 53912.171 in.lbs.
12/ I 2 )
Moment : M3 : = t PC -r OS + RB + P M3 =2429449 259 in.lbs
Moment per Pole : M = M3 M =1214724.629 in.lbs.
2
M
Required Section Modulus : Sx := 3 — Sx = 39.542 in.
( Compact Section) 30720
Pipe : 14" Dia. x •.375' wall - 53.2 in.- OK
.pchot' Bolts :
M
Load per Bolt : ( lbs. ) •1` • = T=23818,13
(3'17)
Anchor Bolt Diameter : (in.) D : =1.5
11/13/2001 12:33 7084798395 ROBERT JAMES AND ASC PAGE 05
11 -12 -01 STAY -LI'Th LIGHTING Sht. 4 of 6
D
Stress Area : (in.z) A := D A a. 1.767
( Based On nominal Diameter per AISC 4 -3) 4
Allowable Tension : { 1bs. /M. AT = 19100.1.33.A AT -44891 OK
( Based on plain ASTM A -36 Steel cut thread anchor bolts )
Allowable Bond Stress (16s.Jin. ) U : = 2 1 . ` 4.8 j U =87.636 D
Embedment Reduction for Standard Hook : ( lbs.) l3K := 5500.A HK = 9719.302
( Based on 5,500 lbs./in. equivalence, )
Developement Length : (in ) Ld : = T - hIK Ld = 34.14
LT- at.D
Use : (12) 1 -112" Dia. x 48" + 6" Anchor Bolts OK
Base Plates
Base Plate Calculation using ASTM A -36 material without gussets.
Load per Bolt ; ( lbs.) T = 23818.13 Nurnber of Bolts : No 3
Plate Width : (in.) PLW := 24.0
Plate Specimen : (in.) AL.S . 17 17 - 14.75
PLS 7-14.646
2
Minimum Thickness Required : Thk f f T TTa PL8 6 1 Tktk = 1,621 in,
�J l (PLW 31600) J
Use : 1 -3/4" thick base plates without gussets
Base Plate Calculation using ASTM A -36 material with gussets.
Load per Bolt (1bs.) T = 23813.13 Edge Distance : (in ) ED =3.5
Bolt Spacing : (in.) BLS 7.5
Moment Developed at Bolt Couple : lv(la := i T, 8LS Ivfl) = 22329.497
11/13/2001 12:33 7084798395 ROBERT JAMES AND ASC PAGE 06
11.12 -01 STAY -LITE LIGHTING Sht. 5 of 6
I (.Mt36)
Minimum Thickness Require : (A -36 maul.) Thk :_ (_— -- Thk = 1.1 in
4 4 (1J.D•316o0) a
Use : 1" thick base plate~ 'Aid-, four (4) 1/2" thick gussets per side
Caisson I ootinc Dam_
M
Overturning Moment per Pete (ft.lbs.) Ma Ma = 101227.052
12
11 1
(r.!.8:r 9 28,17) 4^ (4.333.12.24.0) + (4.0 12 24.0) + (5,0.12.24.0)+ 1 —02.667
Shear: (lbs.) Va = __.. -- 1 12 1
2
Vu =- 4302.868
Applied lateral Force : ( lbs.) P = Va P = 4302.868
Allowable late•al sod pressure : (lbs, /ft. per ft.) LP • = 350
Diameter of caisson (tt.) • b 1 : = 4.0
Distance from grade to the point of application of 'P' ; (ft.) h = Ma h =21525
Va
Depth of caisson below grade : (li,) di := 9.25
( Not to exceed 12' for computing lateral pressure. )
Allowable lateral soil tearing pressure pursuant to SI = di (Z) S I = 107916 7
the 1997 Uniform Building Code Section 1806.8 and 3 1
Table 18 -I -A.
A:= 2.34- '.- 1 A=2.333
`,S1•b1/
d2 = :--1•1 L. I -- L,‘ ! I �*
[4.36JJ d2 X 8.988 < di = 9.25 OK
J
11/13/2001 12:33 7084798395 ROBERT JAMES AND ASC PAGE 08
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11/13/2001 12:33 7084798395 ROBERT JAMES AND ASC PAGE 09
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Ut�lit Notes
' .;.
18
W. TH A VE NU E
FRONT - 25 FEET
SIDE - 10 FEET
a F T�
O
ACCESS COVER d UTILITY PEDESTAL
(, N1 The location of utiliff" shown hereon Is 06m observed evidence of
The
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REAR - 25 FEET
LIGHT POLE a CAS VALVE
above ground appurtenances only. surveyor was not rovlded
with underground plans or surface ground markings to determine
;ohs-
®
CATCH BASIN POWER POLE
the location of any subterranean uses.
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WATER VALVE sf::) TELE °HONE
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+ s
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MANHOLE B 1
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CONCRETE n T ?ANSFORMF_R PAD
S tatement of Encroachments
o
SITE E
1 +' t+ .
C TAT. GPFUIrc AVENUE
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AT THE TIME OF THE SURVEY, NO ENCROACHMENTS WERE OBSERVED.
S MAN
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FOUND NON PPE
NE - c!aYEA ,
-
MENARD DRIVE
I
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- 1
FOUND NON PPE
Miscellaneous Notes
.W N&OI UNE tRI•. C-4ty
- - - - -
T -� _
- - - _ - - f rOIND NON PPE
/ $ 6
.93' we.76' N
FOUND IRON PPE
SURVEYORS NOTES:
29 e:' w e 4.9i N OF CORNEF
i
1 I I .
I •'
1.
ALL FIELD MEASUREMENTS MATCH RECORD DIMENVONS WITHIN THE PRECISION
-
'-
REQUIREMENTS OF ALTA /ACSM SPECIFICATIONS.
2.
ALL STREETS SHOWN APE PUBLIC RIGHT OF WAYS.
3.
BEARING BASE: THE EAST LINE OF LOT 2 TO BE
VICINITY MAP
'*
NORTH 00 DEGREES 00 MINUTES 00 SECONDS WEST.
(NOT TO SCALE)
4.
AT THE TIME OF THE SURVEY, NO STREET NUMBERS WERE VtSABLE.
FOUND PM
.
AT CORIIER
{
IL
Zoning information
''
I FOUND PR
AStt.`�s .93' S OF SOUNORY LINE
t It
I
ZONING CLASSIFICATION:
WI
C -2 GENERAL COMMERCIAL
INLE� ...• '
,i .,
PARKING:
�IDyyt, 8 ,niy•"
1 SPOT PER 100 SO. FT OF BUILDING AREA
I • •
t
BUILDING HEIGHT
rNa w.LK w/
P $T. ELEC1mC YE IER'�.`
t
45 FEET
`
I ;
DtNSITY:
D,S NAR \
UPW
1
NOT SPECIFIED FOR THIS USE
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FOUND PK
AT CORNER N 1 Tr F � A
18
FRONT - 25 FEET
SIDE - 10 FEET
a F T�
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W + q
M yr+
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REAR - 25 FEET
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PARKING AREAS MAY BE WITHIN 5 FEET OF 6 °
Uj F D
REAR SETBACK W/ A 5 FOOT LANDSCAPE BUFFER Y "
INFORMATION NOT LiSTED:
CONTACT CITY OF OSHKOSH 0 t3 I c
COMMUNITY DEVELOPMENT DEPARTMENT
MATT TUCKER - (920) 236 -5059 \\ ( \
FOUND IRO! ROD
• \� 41.35' E e 206AII Ii or
\l Tw CORNER LOT 2 \
Notes Corresponding to Schedule B 1-74
12 RIGHT -OF -WAY CONTRACT BTWEEN THERESA KLEMZ AND U I I
MICHIGAN - WISCONSIN PIPE UNE CO. RECORDED NOV. 12. 1949 IN VOL. 623 0 12 \\
'
PAGES 521-522 AS DOC. NO. 168652. \
PARTIAL RELEASE OF EASEMENT EXECUTED BY MICHIGAN - WISCONSIN PIPE S \ \
UNE CO. RECORDED NOV. 17, 1966 IN VOL 1160 PAGES i -2 AS DOC. NO. z I
T
353288: DOCUMENT IS PROVIDED, ITEM iS PLATTED. I \
13 BASEMENT CONTAINED IN INSTRUMENT EXECUTED BY THERESA KLEMZ TO
Y RP ,W
PU C SERVICE CORPORATION OF MILWAUKEE OLIN WISCONSIN
�WISCONSlN LI C TY
\ \
Nb A SIGNS.DAT D U i6' 19 4 AND•R
ECOROED IN
�. S UCCESSORS A S E JULY 5
I'TS S C
T R t F W INNE B AG O N TY
FFICE F THE REGIS E 0 DEEDS FOR COU
:THE 0 0
A .. f
DCE $
I; WISCONSIN ON AUGUST 23, 1454 IN VOL. 739 PAGES 517 -518 AS DOC. \ \
DOCUMENT PROVIDED ITEM IS PLATTED. I \
. 110. 215692.
A i, ER
t . $
j
rte.(
e
T BY SCHMITTS D INC TO LON 'S 41 LIMY
EXECUTED ' C G TED
14 EASEIAEN'f EX L
- - - -- --
#.r � PARTNERSHIP AND LAKE MICHIGAN MANAGMENT CO: INC., RECORDED : APRIL 1, p - '`` _ - - -
'076 AS DOC NO. 475393. IkET% _ _ _
NON- EXCLUSIVE ASSIGNMENT OF EASEMENT RECORDED APRIL 9, 1976 AS SET RON PPE FOUND IRON ROD - FWND IRO! PPE
s DOC, 415696. DOCUMENT PROVIDED SEE DOC FOR PARTICULARS, ITEM IS +I CORNER s.ar N OF 80U.DR1 LINE. 3a' N or eouNDRY UNE
PLATTED, BLANKET EASEMENT.
ig .WbltE11T'EXECUTED BY SCHMiTT'S -DC INC, TO LONG'S 41 LIMITED
PARtNERSHIP RECORDED MARCH 29, 1977 AS DOC NO. 492566. DOCUMENT
pROV1t1EC. SEE DOC FOR PARTICULARS, ITEM NOT PLATTED, BLANKET
s CONTAINED IN QUIT CLAIM DEED EXECTED BY BAY LAKES COUNCIL
�a F ST NATIONAL BANK OF APPLETON, APPLETON. WISCONSIN,
' MENARD DRIVE
R�' ?)tUSTEE TO COPPS REALTY CORPORATION RECORDER 111 THE
rsb, REGISTER OF DEEDS FOR WINNEBAGO COUNTY. WISCONSIN ON
Y %f ti I�Blri!` II4, 1984 AS QOC NO. 618922. DOCUMENT PROVIDED, ITEM IS
'} I c
Ci)Tah1;: BY THE COPPS CORPORATION DATED FEB. 28, 1985
s. IN "THE OFFICE OF THE REGISTER OF DEEDS FOR WINNEBAGO
+ 6 r
NSW ON MARCH'S. 1985 AS DOCUMENT NO. 626562.
:rPROVIDEDr ITEM IS PLATTED. r r'
+ is NAi d NTAINED I N INSTRUMENT EXECUTED BY THE ' COPPS
g oo RECORDED MARCH 5, 1985 AS DOCUMENT NO. 626562. AREA- 274009.46 SQUAW PRAT OR 8.29 ACR)W #
n� 1. 0 GUMBNT PROVIDED, SEE DOCUMENT FOR PARTICULARS, ITEM IS PLATTED.
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S CALE
COPYRIGHT 2001
by .Bock do Clark Corporation
11 product Illy. and for"Ict is protected by
Copyllg and all rights are reserved. The use
Ef 4h style and formot is strkUy prohibited
00fblout the written consent end permission of
Bock do Clark Corporation.
,.. ,, _Legal Dn tlon ;
f.�
�c
F"T OF CERTIFIED SURVEY MAP NO. 1354.4ILED IN VOLUME 1 OF CERTIFIED SURVEY
MAPS ON PAGE 1359 AS DOCUMENT NO. 628518: BEING A PART OF THE NORTH WEST
i/4 OF THE NORTH WEST i/4 OF SECTION 211 T1SN, R16E, IN THE CITY OF OSHKOSH.
WINNEBAGO COUNTY, WISCONSIN.
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NOTE:
ABOVE LEGAL DESCRIPTION DESCRIBES THE SAME PROPERTY AS DESCRIBED "
IN CHICAGO TITLE INSURANCE COMPANY COMMITMENT NO. 941376
BEARING AN EFFECTIVE DATE OF MARCH 22, 2001. 1
ALTA /ACSM= Land Tit#d Survey
for
Copps AcqulsMI6d
Site No. 20010156.10
Copps Food Center (Corp.)
00 K i er Road, Os
t2 S. oe i a, k n osh. vVl 404 01
Surveyor's Cert11tcadon
To. o n -' The Copps Corpora Wisconsin, R u a Inc a on Bank One i
dy . PP Fp
s n as
agent for if Ord fey other lenders; Chicago Title r
g Ilse ay O s Insu once Company,
t
r
ether with their es active successors
p and/ asai ns and Sock do
0 9 / 9
Clark Corporation.
This that this r
s is o certify t o s ma o Ial and the s n w
u o which It i
r P o �r a
based wen mode on the date shown below of the premises described
in Chicago 1711# Insurance Company s, TRb Commitment No. 941376,
Doted March 22, 2001 and (I) In accordance w lh ' Minimum Standard
Detail Requirements for ALTA /ACSM Land Tine Surveys% Join}
established and adopted by ALTA, ACSM and LISPS In 1999, jointly defined
therein and includes Items 1. 2, 3, 4, 6, 7(o),.7(b)(1), 7(c), 8, 9, 10,
11(b), 13. 14, 15, dl 16 Table A thereof, and survey measurements
were made In accordance with the `Minimum Angle, Distance, and
Closure Requirements for Survey Measurements Which Control Land
Boundaries for ALTA /ACSM Land Title Surveys'; and that this survey also
meets and complies with the Agreement and Survey Renulrerrents f -
the Copps Acquisition surveys dated March 22, 2001.
The subject property has ingress and egress to and from S. Koelfer
Street which Is o Paved, public right -of -way.
wile of ft"
Daft of 1.4011:
over
NWrvorM Projel:t Mo.
Survey Perfommd By:
B iArotOFaon Engineering Co.
460rIMItIn ft"otf, Stllvw 101
LNN, NlMols
P11111 .`.6�0.7254MM
M�.ei��lllons�sBDa .
r +'' 46
k'll � of � j •
} � .
i Y
� o ;
T Ay L r :3 1
a +.
f,/•)
n
V) V
d.
Z t L h �Y.:
V1 O E�
.l�
S CALE
COPYRIGHT 2001
by .Bock do Clark Corporation
11 product Illy. and for"Ict is protected by
Copyllg and all rights are reserved. The use
Ef 4h style and formot is strkUy prohibited
00fblout the written consent end permission of
Bock do Clark Corporation.
,.. ,, _Legal Dn tlon ;
f.�
�c
F"T OF CERTIFIED SURVEY MAP NO. 1354.4ILED IN VOLUME 1 OF CERTIFIED SURVEY
MAPS ON PAGE 1359 AS DOCUMENT NO. 628518: BEING A PART OF THE NORTH WEST
i/4 OF THE NORTH WEST i/4 OF SECTION 211 T1SN, R16E, IN THE CITY OF OSHKOSH.
WINNEBAGO COUNTY, WISCONSIN.
� ' I
f
w
y
I
7
t
' .I
�1
.i
NOTE:
ABOVE LEGAL DESCRIPTION DESCRIBES THE SAME PROPERTY AS DESCRIBED "
IN CHICAGO TITLE INSURANCE COMPANY COMMITMENT NO. 941376
BEARING AN EFFECTIVE DATE OF MARCH 22, 2001. 1
ALTA /ACSM= Land Tit#d Survey
for
Copps AcqulsMI6d
Site No. 20010156.10
Copps Food Center (Corp.)
00 K i er Road, Os
t2 S. oe i a, k n osh. vVl 404 01
Surveyor's Cert11tcadon
To. o n -' The Copps Corpora Wisconsin, R u a Inc a on Bank One i
dy . PP Fp
s n as
agent for if Ord fey other lenders; Chicago Title r
g Ilse ay O s Insu once Company,
t
r
ether with their es active successors
p and/ asai ns and Sock do
0 9 / 9
Clark Corporation.
This that this r
s is o certify t o s ma o Ial and the s n w
u o which It i
r P o �r a
based wen mode on the date shown below of the premises described
in Chicago 1711# Insurance Company s, TRb Commitment No. 941376,
Doted March 22, 2001 and (I) In accordance w lh ' Minimum Standard
Detail Requirements for ALTA /ACSM Land Tine Surveys% Join}
established and adopted by ALTA, ACSM and LISPS In 1999, jointly defined
therein and includes Items 1. 2, 3, 4, 6, 7(o),.7(b)(1), 7(c), 8, 9, 10,
11(b), 13. 14, 15, dl 16 Table A thereof, and survey measurements
were made In accordance with the `Minimum Angle, Distance, and
Closure Requirements for Survey Measurements Which Control Land
Boundaries for ALTA /ACSM Land Title Surveys'; and that this survey also
meets and complies with the Agreement and Survey Renulrerrents f -
the Copps Acquisition surveys dated March 22, 2001.
The subject property has ingress and egress to and from S. Koelfer
Street which Is o Paved, public right -of -way.
wile of ft"
Daft of 1.4011:
over
NWrvorM Projel:t Mo.
Survey Perfommd By:
B iArotOFaon Engineering Co.
460rIMItIn ft"otf, Stllvw 101
LNN, NlMols
P11111 .`.6�0.7254MM
M�.ei��lllons�sBDa .
r +'' 46
k'll � of � j •
} � .
i Y
� o ;
T Ay L r :3 1
a +.
f,/•)
n
V) V
d.
Z t L h �Y.:
V1 O E�