1562 Wexford Ct
INSPECTION RECORD
`CI i Y OF EAGAN PERMIT TYPE: 1) 1
3830 Pilot Knob Road Permit Number:
Eagan, Minnesota 55123 Date Issued:
(612) 681-4675
SITE ADDRESS: y, ,A,,, f APPLICANT:
• j. iili:lt ~ I l1i:ii 1114 Illihl! ~ f:it r/alW 1
PERMIT SUBTYPE: TYPE OF W4RK: ~
i
.
I
I-.1 1'f fiil
L
~
' wrmn No. r?.nnK Moa.r wa Td.awrM •
,
SJ11N
PLUMBING
HVAC 4k-
ELEcrRic QD
ELECTRIC
kmpoetlon Deb h»p. Commwnts
~ l JI/l/~/,3 ~
Foundation
Frarning I
ROO&V
Rough Plbg- Y-9 e3 y- 2- 9.3 A-G
Rou9h H19• _ i
p ~Np
Rm*"
J
Fmal _y
Orsat Test
Fl" Prtiy. P". i-pocW - rooexr PWrtdw ~
~
conet. Moer I
EnprJPlen I
I
FkW S ~
Doc* FV. ~
I
oock FinW ~
Wel, I
I
Pr. Disp. ~
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M. ~
s ..T ~
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C~?,`~.~~ca#e ~ccu~anc~ ~ , ~
~~j o~ ~agax
This Certeficatt issued ptirsuant to tht nequinements of tht Uniform Building Code
ccrtifying that at du tinee of isswance this structun was in compliance with the various
ordinances of tlu City ngtdating building construction or use. For the following:
use Clmifintion: ~ ~ ~a R I VN
H~' ~101~ rv ~ ~
~
~ ~ 'IIOt9QQ FiiYGS It~ Al 17lt, EMM
I B~ Add.. 1%2 MUM G~1fiT
n.r. 05/ 18/q3
~d-wg Offknd A-1,
POST IN A CONSPICUOUS PLACE
c
v`~~52s~8 a ~ /
~
Reqvest Dats Fir No. Roug i I speciwn NOTICE: Vou Must Call Eleclr¢al Inspector
Requrt II A Raugh-In InsPectian
~ -7 ? Yes ? No Is Requved,
I4?lIC6insed contractor ? owner hereby request inspection of above electricaLwn '
JoE AE7ress (Slreet, Boe or Route No ) ty`
e x C ~ /g 'n/L /t
ectan No Township Name Or No. Range No Counry
/y
`Qr/9
Ocwpant IPPINn Phorre Plo.
r7z--/2p)zd ~ ' V'13 ~ U
Power Sopplier / Address
l'l~()TA / Vx/
f•
Electncal ConlreOor (CompanY Nama) ('qnVactor§ L¢ensa No.
. s 4112 ~ ^
WC/
Maling ACdress (COnVactor or Ownar M ug Installnlion) /
AuNOni Wre (ConVactoV ner eking InstalleU n) Plqne Numper
~ ~ ' 0 •
~
ESOTA STATE ARD OF ELECTPIC THIS INSPECTION REOUEST WILL NOT
Grigge-MlCway Bltlg - Poom S-173 BE ACCEPTEO BV THE STATE BOARD
1821 University Ave., St Vaul, MN 55106 UNLESS PROPER INSPECTION FEE IS
Phone (612) 642-OBW ENCLOSED.
_2_1a319 REQUEST FOR ELECTRICAL INSPECTION ee-ooooi.oe
? See insiruclions for wmple0ng this brm on Dack oi yellow cnpY.
pp
C3 O "X° Below Work Covered by This Request
e~Atld Rep. Typeof Building ApplianceSWired EquipmentWired
Home Range Temporary Service "
Duplex Water Heater Electnc Neann
Apt. Bwldmg Dryer Load Management
Comm/IndusUial Furnace Other(Speafy)
Farm ir Conditioner d 1,C__
Olher (specity) ConlroctorB RemarksCompute Inspection Fee Below:
# Other Fee # Service EntranceSize Fee # Cimuits/Feeders Fee
Swimming Pool 0 to 200 Amps 'd', 0 to 100 Amps 3:J iq D
Transformers Above 200 _ A Above 100 _ Amps
Signs InspectorSUSeOr ~ TOTAL ~
Irrigation Booms ~~LLYti
Special Inspection
AlarmlCommunicahon THIS INST LATIO ~E BE ORDERED DISCONNECTED IF'NOT
Other Fee COMPLETED WITHIN 18 MONTHS.
I, the Electrical Inspector, hereby AougRin ( oa~e
certify ihat the above inspection has FiiiB1 a. _ 3
been made. ~
OFFICE USE ONLY
This requasl voitl 18 monlhs Irom
0~514
,C o2 5 °o
Pequas ate Fire No Inspection i
0 ed'+ ? Reatly Now ; ill Natdy nsp~
~ Yes No W~en e'
IN icensed contractor p owner hereby request inspecnon of above electrical w aC ~ -
Job tl ISCrey~ Bax or Rou No.~ Qry~ j
$etlion o Township Name or Na Range No• Co
ZaLl
Oc ant PR~JT~ Phone No. ~
Power Su Atltlr¢ss
Eiecmc i ontracmr iComoany Namel Convactor§,~ICensa o,
• ~ n
MaJing Ooss iCanlraCtner Making InstallaLon)
fl
L~ A-S
Aumor¢ ~ Sgnature iCOmr mr Owner ldakrng Installaian) , Ppon u er
J
MINNESOTA BORRD OF ELECTHICITV iH15 INSPECTION REOUEST WILL NOT
Gdggs-Mitlway Bltlg. - Room 54]] BE FCCEPTED BY THE STATE 80ARD
1821 Univemity Ave.. Sl Peul. MN 55100 UNLE55 PROPER INSPEGTION FEE IS
Vnone(61])6aY-0800 ENGLOSEO
REQUEST FOR ELECTRICAL INSPECTION es-oooo, oe
? ee msimclions for comple~~lg chis lorm on bac~ ol yellow copy s~41~~,~~~ j Q
~q 1 /
W O°q -0C J 1`/~ f,5 / 7~I•S "X° Below Work Covered by This Requesf y'~~,M..- Q
ew tl Rep Typeof Bmltling ApphancesWiratl EqmpmeniWired
Home Range Temporary Service
Duplex Water Heater Elednc Heating
Apt. Building ryer Other (SpeCify)
Comm.llndusinal Furnace
Farm Air Condihoner
OIDer (syecdy) Convamor's Remarks
Compute Inspecfian Fee Below
# Other Fee # Service EMranceSrze Fee # CircutlsiFeeders Fee
Swimming Pool 0 to 200 Amps 0 I00 Amps l
Transformers Above 200 _ Amp ~ bove 100 _ Amps - 60
Signs inspenor's Use Omy. L TOT L C~+
Iniganon 8ooms J
Special Inspechon
AlarmlCommunicahon THIS INSTALLATION MAY 8E DISCONNEC QFn
Other Fee COMPLETED WITHIN 18 MO S
I, the Electrical Inspector, hereby RO°qn-'"
cer6fy that the above inspection has F,nai a~
been made
OFFICE USE ONLV
This request voi0 18 months Imm
Address 1562 wFwn?m ODtntr Zip 55122
Lbt. ..16 • Blk 2 Sub WEKtiRD
THESE ITEMS WERE / WERE NOT COMPLETE AT THE TIME OF THE FINAL INSPECTION.
Date: 05/18/93 Yes No Inspector:
Final grade (6" from siding) l'll"
Permanent steps (garage) 1/
Permanent steps (main entry) V'~
Permanent driveway I/Permanent gas
Sod/Seeded grass ~
TraiUcurb damage
Porch ?
Basement finish
Deck ?
Please verify with the builder the removal of roof test caps from the plumbing system and the shul-off of water supply to
the outside lawn faucet before freeze potential exists.
Contact engineering division at 6814645 before working in rightof-way or installing underground sprinkler system.
While - City Copy Yellow - Resident Copy Pink - Contractor Copy ~
INSPECTION RECORD
CITY OF EAGAN PERMIT TYPE: hu i i o z Nc
3830 Pilot Knob Road Permit Number. !9 2 0 3H n
Eagan, Minnesota 55123 Date Issued: 0 3 J e9 / C~;3
(612) 681-4675
SITE ADDRESS: I. o T: 16 s Lo c K: APPLICANT:
1562 WEXFORU ClTHORSON HOMES DRIAN L
iJf-X,I7OIZO .(612) 464-8544
PERMIT SUBTYPE: TYPE OF WORK:
SF OWG NEW
INSPECTION „ •
FOOTING FHFlMING ,
INSULATION FINFlL
fLRFPIACE
f2FMARKS: S& W PLBG - RAY IiRPf PLBG
F ~ ^I
~
_ I J
L
PERIVIIT
-\'C~ CITIf` OF tAGAN
3830 Pilot Knob Road PERMIT TYPE: Bu t t o r N,'j
Eagan, Minnesota 55123 Permit Number: 020386
(612) 681-4675 Date Issued: 03/ A 9/9 5
SITE ADDRESS:
]562 WEXFOftO CT
I.DT: 16 6LOCK: 2
WEXFOR[7
P_T.N.: 10-83850-160-472
DESCRIPTION:
iuilding Permit Type SF OWG
f,uI I d'ny Work Type NFbJ
U3C oL:cup,-n~ly R-3 M-1
. Cu, i• Iruuon Type V-N
conirc, R-1
- rtuildi un 54
' t~u!16 1 ng 4Jiu[I-t 53
.
i
REMARKS: S& W PLB6 - HAY HHEC, PLBG
FEE SUMMARY:
VFlLUATIUN $126,900
Base Fee $730 .50 MTSCELLRNEOUS 1 79Q.5~+
Plan Review $474.53 Total Fee 3,7 0 2.8'1
surcharge $63.00
SAC $ *75~i.99
AC 3 00
SAC UniY.s 1
Subtotal $2.018.33 1
CONTRACTOR: - Applicant sT. LtcOWNER:
THORSON HOMES BR1AN L 14540644 0001317 THORSON HOMES SNC
4466 WEUGFWOUO UR 4966 W[DGWOOD D12
EAGAN MN 55123 EAGAN MN 551?3
(612) 454-06111 (677)~54-0691
I I
1 t e~y ~.~_!•.i1 uW I rdqv i li 1 li.ivr, r>>,'d '_Ih pp 1,cat , nn , ncl , L-I ^ L',.
inform,tiun ro-r-,conri o coinp:;, wiLii 111
t,, Lt, .,fid !'ii.y if n DI~~:~ti.• I
L
J64 ~in~l
A LICANT/PERMI E SIGNATURE ISSUED B: S GNAT FE ~
REACTIVATE _ CITY OF EAGAN s~ ,U ;
vEwMt7 1993 BUILDING PERMIT APPLICATION ~ i
- ' 10.524 681-4675 _ I~
.fEB 2 ~ RECD I
c f
SINGLE 8 MULTI-FAMILY 2 sets af plans, 3 registered site surveys, 1 copy of energy II
calcs.
COMMERCIAL 2 sets of architectural 5 structural plans, 1 set of II
specifications, 1 copy of energy calcs. I~
Penalty applies: 1) when permit is typed, but not picked up by last working day of montti
11
in which request is made, 2) address is changed or 3) lot change is requested once permit
is issued.
Date Valuation of work
Site Address: ~ i&2-
STREET SUITE 0 II
Tenant Name: (commercial only) ~i
r
IAT ,JYJ BIACK SIIBD. WeX pfd P.I.D. M II '
Descri tion of work: I~
The applicant is: 0 Owner ? Contractor ? Other (Dectribe) I~
Name Phone
Property LAST FIRST I~
Owner qddress II
STREET STE X II
City State Zip ~i
i~
Company ^ bl o l Phone q5q'xqq
Contractor Address fj y6 ~ License # 1314 Exp. C ~I ll
11
City state M/`? Z;p ss~Zj „
Company Phone
Architect/ ~I
Engineer Name Registration #
~I
Address ~
P
City State Zip il
~Sewer 8 water licensed plumber . Processing time for
sewer & water permits is two days o ce area has been approved.
II
I hereby acknowledge that I have read this application and state that the information is
correct and agree to comply with all applicable State of Minnesota Statutes and City of ~I
Eagan Ordinances. I~
Signature of Applicant:
a
~r
I~
OFFICE USE ONLY
BUILDING PERMIT TYPE
? 01 Foundation ? 06 Duplex ? 11 Apt./Lodging ° ? 16 Basement Finish
0 02 SF Dwg. ? 07 4-Plex ? 12 Multi. Misc. ? 17 Swim Pool
? 03 Sf Addition ? 08 8-Plex ? 13 Garage/Accessory ? 18 Comn./Ind.
? 04 SF Porch ? 09 12-Plex O 14 Fireplace ? 19 Comm./Ind. Misc.
O 05 SF Misc. ? 10 Multi. Add'1. ? 15 Deck ? 20 Public Facility
? 21 Miscellaneous
WORK TYPE
0 31 New ? 33 Alterations ? 35 Tenant Finish ? 31 Demolish
? 32 Addition ? 34 Repair 0 36 Move
GENERAL INFORMATION
Const. (Actual) V-N Basement sq. ft. MWCC System I(E-5
(Allowable) v-~L_ lst F1. sq. ft. City Water YES
t16C Occupancy R-3 M-1 2nd F1. sq. ft. PRV Required
Zoning R_l Sq. Ft. total Booster Pump
N of Stories Footprint Sq. ft. Fire Sprinkler
Length ~ On-site well Census Code /oi
Depth 53 On-site sewage SAC Code oi
APPROVALS u ~„df r
~1_
Planning Building Assessments
Engineering Variance
REQUIRED INSPECTIONS
? Site 0 Footing ? Framing O Insulation
? Wallboard ? Final ? Draintile O Fireplace
Permit fee Yaluetim: $ 000 '
Surchar e '
Plan Review GARAUE' 2 yk2Z= SZ$%8114 y$
License &SM7
MWCC SAC ~ 4X22. ~ $~Z
City SAC ZKB=
Water Conn.
Water Meter IS~ Fi~oR', 588 X 15 = 9No$
Acct. Deposit g,5~e588
S/W Permi t ~y X31 ='14y
S/W Surcharge
Treatment Pl. $ X Z = '
Road Unit 7x2 = iy I(oX2y=384 x~,9 {'1~K~)
Park Ded. 7x I'/Z; ID
Trails Ded. 13 2'. 53='12,71
Other 2NOVLoo2;
Total:
Zy 1,3 2%t=780
SAC
SAC U% nits Z x 2
1 ~ y2 612-
So4 xs3= 25~~N
BR
IAN L. TIiORSON
'~~I ~`I`,ea~ lE
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(n ~ ~~'c~-~y,"-,~'i~' • ~i--;,
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-4
IIRTGIATEERIATG DEF
o T
oTE: BVLDWG OIMENSIONS SHON'N ARE FOR jqqQpN7pL' NOTE! NO SPECIFIC SOL9 INVE9TIGATION
A VOITICAL LOCA7i0N OF STHUCiUqE ONLY. SEE HAS B[EN ODFIPLETED OH TFIIS
NqiITEC7UAL AJWS FOft BVILpNC 8 FUUrypq7Ipry LOT pY THE SUqV[YOR. TTIE aMEN31ONS• SUITAOILITY OF SOK.S TO SUIpOqf
TH[ lIUMIC HOUK Pf10lVED
~ DENOTES PROPOSED SURFACE DRAINAGE IS Ndi THE R"PONSISLRY oF
O DENOTES 1RON MONUMENT SET THE S~J~vlYOR.
1 DENOTES IRON MONUMENT FOUND SCALE: 1 INCH - 3o FEET
X000.0 DENOTES EXISTING ELEVATION PROPOSED GARAGE FLOOR - 9 4 9. 8 FEET
PROPOSED LOWEST FLOOR -99-4.2 FEET
(000.0) DENOTES PROPOSED EI.EVATION PROPOSED TOP OF BLOCK -9SZ. j FEET
WE HEREBY CERTIF.Y TO BRlAN L. THORSON
REPRESENTATION OF A SURVEY OF THE BpUNDARIES OF: THAT THIS IS A TRUE AND CORRECT
Lot 16 , Block 2, WEXFORD occordlnq to ihe recaded`
plai thereof, Dakota Counfy, hYmesota.
IT bOES NOT PURPORT TO SHOW IMPROVEMENTS OR ENCROACHMENTS, EXCEPT AS SHOWN. AS
SURVEYED BY ME OR UNDER MY DIRECT SUPERVISION THIS 12 DAY OF FEO. , 1gg3,
KEPoH~FROM T~ Spqq~ p~N SIGNE . JAM S R. HILL, INC.
O'R M'E%FVRD PREPARED 9Y
'ION[CR ENOINEERINO LAST DATED
2 92 ~
B:
JOHN C. LARSON, LAND SURVEYOR
MINNESOTA LICENSE NUMBER 19828
~ m ~
W ~ N o ~ D)ames ~ R. Hil lI inc. `
~ ~ - ~ p Z 8 n Z~ N N> ~
~ ° Z > ° ~ m " W PLANNERS / ENGINEERS / SURVEYORS
O m y W <
2500 W. CTY. RD. 42 s BURNSVILLE, MN. 65337 • 612-890-6044
LOT BIIAOEY CS3;C1CLI8T tOR 1tE8ZDENTI7IL
~ SIIILDIN RMIT ABIILIC7ITION
PROPERML-UMU2 ~ Dat• oi surv~pt '/2 /
DOCMIENT BTAND A 8
0"~0 0 • Registered Lnnd Surveyor siynaturQ and company
~'.r 0 • Buildinq Permit ]?pplicant •
-0~/ D 0 • Legal description
B' D ~ • Address
B~iO 0 • North arzow and bar scale 8' 0 • House type (rambler, walkout, split w/o, sp1iL entry,
13
lookout, etc.)
• Directional drainaqe anows vith slope/qradient
D 0 • Proposed/existiaq sewer and vater services
~0 • Stzeet aame
D 0 0 • Driveway
ELEVATIONB
PICK D ~ Sewer service
Lot corners
0 Top of curb at the driveway
0 • Elevations of any existinq adjacent homes ,
Froooaed
DI 0 D • Garage floor
L~ o 0 • First floor
~ D 0 • Lowest exposed elevation (walkout/vindow)
0 D • Propezty corners
0 0 • Front and sear of home at the foundation
80NDING AREA8 (if lDDlic bt.)
D ~ 0 • Easement line
0 L~ 0 , rrwL
HWL
0 C~ 0 • Pond A desiqnation
0 • Emergency Overllov Elevation
DIlSEN6 S ONB •
~ D D • Lot lines
d ~ 0 • Riqht-of-vay and street width (to back of curb)
~ 0 0 • Proposed home dimensions includin an
4 y propoaed decks,
overhnngs qreater thnn 21, porches, stc. (i.e. all
0? • structures requiring permanent footings)
~ Show all easements of record and any City utilitias within
those easements
~ 0 D • Setbncks of proposed structure and setback of adjacent
existing homes
Dor/ 0 • Retainin re rements, if any
- Reviewe . Z ~
Name / Date
October 1992
• 'E12-4'?4-G16'?^ L`,'HAhI E;<CELSIiJR ','ARD 422 F'o1
' JUI-I 1 E-:' 92 17 : 4^
-y.. Ii1df+L~U1n atn~.. ~ ~,,..~........v.•..
, C-1)e~7e- BASE ON r, A• 7LN.. yOt 7
• ? ' HO EHGY OD DL2ION_
' Adop:lun 6fEettiv• I(1/ 4
„ner Tlir DHOF.rrIX Vhone
,
ite Address Lo-' 1(o~ xk~oc.,ec Z, WE-cp~
)ntratCOr~: PhOne
jildtng Classiflcation: Type A1 (Single Faaily 6 Duplex) V Type AZ (Resiaenttal)
(3 startes ar Tessj
(Other) (Over ] storlps)
:NERAL INFOR11AT14N '
Butiding Pertmeter ft:
SC,M 4
uall height (grround to eave) ft,
~4 ,~.x, _ ~ 3 3 z
1. x 2. (abovs) gross wal l dpp~ G~O tt, z
Building dlmensions (l) x(N) 'Z,q ~ L2'co ft.Z roof I floor area
Square fcot arca of rim jpist - Ftoor Ja1st slze {Z x lo ? )
lo? x perimeter • Rim o st area ~7ftz
Doors - Area
Thic nesTs actor ,-~,_C
Typt of ConstrucL~on J~= -L
s. Perimeter ft.
Manufacturer~
Total door's perimeter ft _
4indoxs: ManufacturerGr c.~~\~State approved ~n)_
u ractor -j --r
TTPE SIZE AREA (F:,z) !n1MBER OF tOTAL FEET z
ZIa EaCH UNITS
Co_s _ I ~ -g . 5
- CL..` a 9Z o
'.L_ - lz__
~Oc~O ~o 0
[C~~-1Oa~ 3
Q
C~~o
, Total ft.z Gless
FireplaCe drea: M1dth x heiaht ¦ c~- x ~ Ft. 2
, Exposed founEAtlon: Nelght x Perimeter p Ft.Z
LETIOri Of TIIIS fORtt IS REQUIZEO FOR IILL NEN COtiSTRUCTIO'I, f1hJOR RE1tODELIK AtfD IIUflD1'iG5 OEII
D vriERE E1+ERGY, OTHER TIV1,Y THE NINjMAL CODE ALLONAriCE_ IS usEn_
' 612-z1 r4-0577 L`r'h1RN EY,CELSIOR `rAF'D 422 F02 JUN 18' 92 17: 44
' Ftamin9 area a lQX of grvss wall area. ~
Gross wall aree O f••z _
z
uindpw brea A ft. I,, wfndows •~w U x Au
Rin,"Jolst area A U rim jolst ¦ « 0 -95t U x Aa
~
poor area A -tk'"l . ~ `f _tt.~ ' J door area * •a J x• A • . (,O
2
Fireplace area A ft. Ufireplace - $ U xA • -E~-
Exposed foundation A 3 -O f*..2 U foundativn - U )r A• ~,03
Framing area A "Z ft.4 'J franing area ~.0U x A~
net wa11 area A t. 'J wall U xA - O=k
. . . . . . . . U x A • O j\R
Gross .+all area x 0.11 (A-i single famiTy S du;.;=x • alloHable UA A/Cadp
(13. above)
x 0.23 (a-2 other resiGentia;;
x .23 ;O[her buSldinq:;
A Z8 (over 3 stories) .
Must be larqer than
A x l' ~G4e. . • Z 6 138 abave
C2iling framing area (Af) equals 10.1 . of ce;1{nq area ~~or the samp as)
Gross ceiling area •(l)x C.t6~ ~-i,-, (C3 C) ft.2
Jofst ared (At) • 1Q°, ce111ng area ft.Z
He: ceillnq area (AG) (15A » 158) ¦ q- ft.Z
U ceiling x Ac¦ W. O'V~,\`a x
U framing X A f• * p7--~~ _ x~~r
T.QTdI U x A ci2->. Qz
Cetling area (15A) x 0.026 (A-1 single `amily S duplex - code aTlowable U x A
x 0.03 (A-2 other resid2^:i4l)
x D.C6 (other)
Bo H Must be larger than 15D (abave)
A(15A) O _ xF (or the sdme ds)
Ci~.zNOTE: Use U and A vrlvES obtained f,•pm nrS 1, 3 and 4.
612-474-0577 'LY't-ifahJ EXCELS I OR YARD 422 P03 SUN 1B "?2 17 : 48
d~~T "y. . . ~ ~.~~..:nFk ' +~~q~~ n~,~{'i^'"'-;~I i
s~-r , ~.~5
,'~f1w..N.i4,Yji ~ra..'!,1 N';."fi,;A.
' i 7 p~nr ~ 1'R~~~M~ •I~~Y#~~ , , ~
~t~,~• 7` ~~r r i ~ i" +'~a ~.tIkOT~OC Y~i[ .~T ~ ~W*~1) ~~t r S'
R~
. SP,C1'tON ~c :asu:xel~n lQl .OO ~
^ r r I'' l Sld tnR C) 4 0..
t+csidr sIr fllm .17
• _""""r.' ~ a
. R TOTAL_
1as14c air f f lm
VZ tnCu: [ot viii l •`i5
S~CTTAtI, ~ rj a_ud R= (Fra+uing) U
~
~Ruthing i'.oGy , ' .
L ' Sidfna (w7
duCsld• ait illn .17
OTAL ~ C) . ~ C)
, .
Instde air L:lm R' .68
' 2ND 4x66
. ~ TR[eYIOT xail .~J . .
~ . ; ~ %p
(WaJ1
Sh*athtng
. , Exeer[os v311 .cvering
. • . ~ ~ F%GCCiO[ i1T (1l16 0 ¦.li
R
4
TOThL
" InCeriur alr (i:n 3' ,68 ~ '
I C,. :nsuln:.lon 4~1.00
JQTST inch Sufr •+aud R=1,88 ~•~_2 '
' Joist} ;
i"tXCeclar wa 1 l cvver t n; •(--7
Sxterlar air l11m Re .17
iC TqTAL
` I Intrrtor air ftt-i R'
lhsul.s:lvr. Q=~
;y:S l i
(Fdn.) 'U ¦ ~ a'".1~ i
xterlor air [Iln R+17 .ry`r
F 7DTAL eQ
~fxpused 3IvcK
7_
~ 512-474-OE77 LYf'1Ah! EXCEL
SIOR YF1RD 422 F04 TUH 1°'92 17:49
Q ~}~4 },~~,l,.i.' • •y~(i r,
~ ,a rj{~iiA1Q:~ i 501.
1 ~
f~ •'d ~ ,~~t rM1•'.~ ~ ~ : I . . „'a' ~
' A 'll A,
Atr F1la
Infutation Q. 0
Jotst
Ceiting
Air Fiim 0.61 'i
Totat R
U
~
. . • , . i,i.i';
F..4i ROOF OR C~7HEQ~AL C:I~,I~IG "'F;!
Lrv
R. YALUE
FR;,MIRC CEtLING
, ~ •s ~.a,i
0.61 Insida dir fi),m 0.6i
I~'..`..._ C e i)1 n
, I : w,,,,~.,,,.,~,~ • q ~
• I Joist (s[u ,
~ I Tnsulatfon
i ) Ai r spac4
Roof dRCkin4
I ' - - Insuldtian
~ . : . . Built•uy roof
~~j~~+i~.i'°rYi«.ri;ia,~n~.~...,.r-+• ~ D. 1 OutslEe a1r fl1m:U % T°tal R
, . U
.:.:~,r
-ftif;
ndox lnfiltreticn 5 cfm/lineal fpot of crack ISldential door inflltration 0.5 cfm/square foot or dcor and minimue code requtrement
in-residential door inftlCration 11.0 cfm/lineal foot of Crack j:
. rr
, 12" concrete bloCk no insulatlon =.47 R 2.1 '
, 12" contrecg klack tnsulated coreS =.Z6 R 3.8 -
12" l i ghrwiviQht block a .32 R 3.1
12° ligntwtjht h16Ck trfsulated cores =.12 4 8.3 :
s1ny1• 91ass ¦ 1.13: wfth.stom,„fndox .54
tlouble gliis • .36 -
[rlplt glalS • .41
-
1 exterior wa11s and ce111ng5 must have a vapor barrier (C.10 pErm cex.),
Ror barrler rqust be on che inside (heatea side) of watl.
~or barrttrs of the palyethelene thin rtlm have na aWue.
Ah1ERICAN coNSUCrnnrs
-GEOTECHN
1 ENGINEERING •MATL-RIAS'CAL
TESTING, INC. •ENVIRONMENTAL
~
REPORT OF EXCAVATION OBSERVATIONS
AND DENSITY TESTING
PROJECT: REPORTED TO:
PROPOSED RESIDENCE TFIORSON HOMES
LOT 16, BLOCK 2 ~ 4466 WEDGEWOOD DRIVE
~ WEXFORD , EAGAN, MN 55123
EAGAN, MINNESOTA ,
~ AET JOB 1V0.:- 93-749 _ ATTN: MR. BRIAN THORSON
` -
CC: CTTY OF EAGAN
DATE: MARCH 17, 1993 ATTN: DOUG REID
INTRODUCTION
This report contains the results of soil observations and testing that we performed at the
referenced site. Our services were done on a part-time basis. The scope of our work was
limited to the following:
• observing the base of the excavation for the proposed residence
• drilling hand auger borings and performing hand cone penetrometer probes in the base
of the excavation
• providing a judgment on the suitability of the exposed soils to support the fill and
anticipated building loadings
• conducting compaction tests in fill placed to attain basement floor grade
• summarizing the results of the above in a written report
Our work on this project was authorized by Mr. Brian Thorson.
"AN AFFIRMATIVE ACTION EMPLOYER"
2102 UniveB7fy AvB. N! e St. Peul, MN 55714 - 612-659-9007 e FeX 612-659-1379
4631 West Michipen Street, Soita M4. Oulu1R MN 55807. 218-6284518. Fex 218-6264500
1730 Fvs[ Avenue. Menkato, MN 56001 . 50]-38]-2222 • Faz 507-3B1-8999
AET #93-749 - Page 2
CONCLUSIONS
Based on the results of our observations, hand auger borings, hand cone penetrometer probes,
and the available information, it is our judgment that the soils finally exposed in the excavation
bottom for the proposed residence were suitable for support of the anticipated fill and structural
loadings.
The results of soil compaction tests taken during filling operations to attain basement footing and
slab elevation indicates that all tests exceeded the minimum specified compaction level at the
elevations and locations tested.
These conclusions are intended as a summary. Please read the remainder of the report for
addidonal details.
BACKGROiTNI? INFORMATION
Previously, we conducted a subsurface exploration program at the referenced subdivision. The
results were included in the report of AET Job No. 92-800, dated Apri124, 1992. The results
of soil testing conducted in conjunction with mass site grading operations were included in the
report of AET Job No. 92-1124, dated August 26, 1992. Please refer to those reports for
pertinent background information.
During mass site grading operations, excavadng in the subject lot was restricted in size due to
the presence of a lazge tree located toward the rear part of the lot. The proposed house location
necessitated the removal of that tree and it's sunounding organic soils. Our recent observations
concentrated on the rear part (house azea) of the building area, where the tree was located. It
appeared that the garage azea was located within the building pad azea previously prepazed
during mass site grading operations.
AET f/93-749 - Page 3
DESIGN INFORMATION
We understand or assume that the proposed building: 1) will be one to two stories in height;
2) will have a full basement with the floot level at about elevation 944~/a; 3) will have an
attached garage with the floor level at about 949Y4; 4) will have foundations designed for a
maximum allowable bearing pressure of no greater than 2000 psf; 5) will have normal tolerance
to setflement; 6) will be of conventional design and construction; and 'n will be constructed in
accordance with applicable building code requiremeacs. Deviations from the above design
information could necessitate altering our conclusions and recommendations.
Elevations presented in this report are in reference to field excavation grades and information
from the Lot Survey Certificate.
EXCAVATION OBSERVATIONS
We observed the excavation for the proposed building on March 8, 1993. We were not present
at the site on a full-pme basis. Our observations consisted of one visit to the site after the
excavation was nearly completed. In conjunction with observing the base of the excavation, we
conducted shallow hand auger borings and hand cone penetrometer probes in the base of the
excavation. The soils encountered were classified in general accordance with ASTM:D2488.
T'he soils exposed in the base of the excavation and encountered in hand auger borings that we
drilled in the base of the excavation were fill soils and natural inorganic sandy soils. The fill
soils would be classified as mostly silty sands, fine grained, brown (SM). The natural inorganic
sandy soils would be classified as silty sands, fine grained, brown (SM) and poorly graded sands
with silt, fine to medium grained, light brown (SP-SM).
No standing water was present in the base of the excavation.
AET #93-749 - Page 4
Hand cone penetrometer probes conducted in the natural inorganic sandy soils encountered in
the excavation indicate the soils have sufficient strength to support the anacipated fill and
foundation loadings. The pre-existing fill soils exposed in the rest of the excavation (the garage
area) appeared firm. A review of the compaction test results reported earlier (AET Job No. 92-
1124) indicates that the density tests taken in the fill had met project recommendations at the
elevations and locations tested.
The base of the excavation sloped from about elevation 945'h on the east side down to about
9341/2 on the west side. The pre-existing fill in the garage area was at about 949 (about 1'
below proposed garage slab grade). The trench for the garage footings was not excavated at the
time of our observations.
Our judgment of oversizing is based on the location and elevadon information provided to us
in the field. Based on the provided informadon, we observed that a minimum 1:1 lateral
oversize was provided.
CLOSURE
The fo]lowing sheet is attached and constitutes an integral part of this report:
Earthwork Quality Control Information
To protect the client, the public and American Engineering Testing, Inc., this report (and all
supporting information) is provided for the addressee's own use. No representations are made
to parties other than the addressee.
AET !/93-749 - Page 5
Report Prepazed By: Under the Supervision of:
J es D. Miller Jeffery K. Voyen, PE
Eagineering Assistant MN Reg. N15928
A1IERICAN cousucrnNTs
~ E11GI`EERII,G •MA~TERIqLgCAL
TESTINC, INC. •IiNVIRONME•NTAL
~
REPORT OF DENSITY TFSTS
PROJECT: REPORTED TO:
PROPOSED RESIDENCE THORSON HOMES
LOT 16, BLOCK 2 4466 WEDGEWOOD DRIVE
WEXFORD EAGAN, MN 55123
EAGAN, MINNESOTA
AET JOB NO.: 93-749 ATTN: MR. BRIAN THORSON
CC: CTTY OF EAGAN,
DATE: MARCH 17, 1993 ATTN: DOUG REID
FIELD DENSITY TE.ST DATA
Note: Proc[or values adjusted for vaziable gravel concent; and accordingly, values shown on Proctor list aze not necessarily tha
value used in calcula[ing °b compaction.
Dry Moist. ffi
"I'est Test Test Deus. Cout. Oversize Proc. Percent Specified
No. Date Location Elev. vcf % Material No. Comvaction Minimum
I 3/8/93 10'E of SW House Corner 936 115 3.2 3 1 100 95
2 3/8/93 15'E of NW Aouse Corner 938 1151h 3.1 3 I 1001h 95
3 3/9/93 10'E of NVV House Comer 943Ifi 116 2.7 3 1 101 95
4 3/9/93 10'S of NW House Comer 942 113 3.0 3 1 98 95
5 3/9/93 5'E of SW House Corner 940 llllh 2.7 3 1 97 95
Method: Sand Cone (ASTM D1556) Nuclear (ASTM D2922) X; Balloon (AST'M D2167) _
To protect the addressee, the public, and ourselves, this report (and all supporting information) is
provided for the addressee's own use. No representations are made to parties other than the addressee.
APY
R ewed By
"AN AFFIRMATIVE ACTION EMPLOYER"
2702 Unlvenlfy Ave. W. e St. Paul, MN 55714. 612-659-9007 • Fax 872-659-7379
4071 Weat M¢hipen Sireat, Sutle a<. DuIWR MN 55907 • 218-6284518. Fex 21&828-1580
1730 Fvst Avenue. Mankato, MN 56001 . 50]-38]-2222. Fax 509-307-6989
AET lN3-749 - Page 2
LABORATORY MOISTURE-DENSTTY RELATIONS OF SOILS (PROCTOR)
Opt. Moisture Max. Dry
No. Soil Descrintion Method Content 96 Densitv ocf
1 Saud, fine to medium grained, brown (SP) A 11.8 112
Procedure & Method: Standazd (AST'M D698) X; Modified (ASTM D1557)
AMERTC'AN FN('iNEERiNG TESTING INC
EARTTiWORK QUALTTY CONTROL INFORMATION
Excavation Base Evaluation
Judgments of suppoRiag suils are based on soils ezposed, and an local samples of soils ietrieved by hand augering aad
probing. Hecause coaditians ia the subsurface aro hidden, it is not possible W fiilly chazacterize the subsurface conditioas.
Therefore, the client must accept that our judgments are limited W chose sails which are directly observable to us.
As soil conditions may be variable at depth, it is best that excavation base observation be aided by deeper ezplo[atory test
borings (usually done prior W construction). Although these deeper borings may not totally reveal what is in the subsurface,
they gready reduce the risk of deeper poor sails going undetected.
The presence of ground water within the ezcavatian can aLso limit the suppoRing soil evaluation process. Also, if standing
ground water is present, there is a risk to the c(ient that compressible soils may not be observed and romain beneath the watet
during ezcavation. The compressible materials can become trapped bmeath or within the subsequeaUy placed fill.
Fillin
Structural fill placement is commonly monitored by performing local compaction tesu, wluch entails comparing a field density
test to a laboratory Proctor test to arrive at a percent compution. Density tests of fill only provide the compaction level of
the fill at the location and elevation of the test. As many factors control compacaon, such as fill liR thiclmess, moisture
content, material type and compactive effoR, compaction variation within fill can ezist which may uot be represented by the
trsts. Density (compaction) tests are considered representative when used ia a conscientious program af controlled fill
placement, where the factors inFluencing compaction are closely monitored. Conc(usions about fill suitability W support
structural loadings from t6e results of a limited number of compaction tests includes increased risk, unless the individual
drawing the conclusions has complete knowledge of the afore-mentioned variables during placement. For this reason, part-time
tescing on a'trip' basis includes more risk to the client than "full-time" monitoring/testing. -
Oversizine
Structural elements also exeR loadings latenlly; aad because of tlus, the ezcavatioa and subsequent fill system needs to be
oversi7ed to accommodate these loadings. 'Ihe eztent of lateral oversiring is normally associated with the movement sensitivity
oF che structure and the strength/compressibility properties of the soils remaining along the ezcavation sidewalls. Oversizing
on the order of 1 (horizontal): 1 (vertical) is typically provided for foundations in 'normal' conditions. However, oversizing
on the order of 1'h:l or more is usually needed in highly compressible situations such as swamp deposits.
AET does not practice in the field of surveying and must rely oa location and elevation staking of proposed constcuction by
the client or cheir representative. Our measurements in the fieid are made in relation ro those stakrs or other location and
elevation inFormatiou provided to us. The reliability of AET's opiaions, conclusions a¢d recommendations based on those
measurements is dependeat on the accuracy of the staking or inEormation provided by the client or their representative.
Freezin2 Weather
Soils which are allowed to freeze will heave and lose density. Upon thawing, these soils will not regain their full original
strength and density. The exteut of heave and density/strength loss depends on the soil type and moisture condition; and is
usuatly more pronounced in finer grained soils, and paRiculazly silty soils. Foundations, slabs, and other impcovemeots
aFfected by such frost movements should be protected from frost intrusion during freezing weather. If filling takes place during
Freezing weather, all frozen soils, snow and ice should be stripped from all areas to be filled prior to new fill placemeat; and
the new fill should not be allowed to freeze during or after placement. For this reason, it is usually more beneficial to perform
excavate/refill operations during freezing weather in smaller plan azeas where grade can be attained quickly rather than
workiug larger areas where a large amount of frost strippiag may be needed.
Stnicmral Sunoort on Uncontrolled Fill
Risks are associated with supporting structures on Eill which has not been placed in a controlled and well documeated maaner.
Even where existing fill appears to be well compacted (iacluding when soil borings have been performed), hidden pooror or
looser soils can potentially ezist below or within the fill; or previous ezcavation and extension of the compacted fill may not
have been provided with sufficient oversize in all directions to accommodate the new lateral loadings. Rislcs can be reduced
by means of iacreasing the amount of testing and observations.
0
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~ 1993 MECHANICAL PERMTT (RESIDENTIAL) ~I
CITY OF EAGAN II
3830 PILOT KNOB RD I
EAGAN MN 55122 I
(612) 6814675 I
' I
I
PLEASE COMPLETE FOR SINGLE FAMILY DWELLINGS. ALSO, FOR TOWNHOMES AN, D
CONDOS WHEN PERMITS ARE REQUIRED FOR EACH UNTf. ~I
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X NEW CONSTRUCTION ~
ADD-ON A/C
.4DD-ON F`uTRT?ACE I
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DATE 3-22-93 I
I
FEES ~
HVAC: 0-100 M BTU $ 24.00 ? I
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ADDITIONAL 50 M BTU 6.00 II
GAS OUTLETS (MINIMUM 1@ 53.00 EACH) 3.00 III
~
ADD-ON/REMODEL (ExISTING CoNSTRUCI'ION) $ 15.00 II
STATE SURCHARGE .50 ? II
II
TOTAL s27 so II
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SITE ADDRESS: 15e2 Wexford Court
OWNER NAME: Thorson xomes 'j'F,LEPHONE 454-0644
INSTALLER: xleve Heating & Air Conditioning, Inc. Ili
13075 Pioneer Trail
ADDRESS: Pi
CI1-Y. Eden Prairie STAT'E: MN ZIP CODE: 55347
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TELEPHONE 941-4211
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1993 MECHANICAL PERMIT (COMMERCIAI,)
CITY OF EAGAN
3830 PII.OT KNOB RD
EAGAN MN 55122
(612) 6814675
PLEASE COMPLETE FOR ALL COMTvIERCIAIJWDUSTRIAL BUILDINGS. ALSO COMPLETE
FOR APARTMENT BUILDINGS OR OTHER MULTI-FAMILY BUILDINGS WI-IEN SEPARATE
PERMITS ARE NOT REQUIRED FOR EACH DWELLING UNIT.
- -
DATE: CONTRACT PRICE: $
NEW BUILDING
INTERIOR IMPROVEMENT
WORK DESCRIPTION:
FEES
1% OF GONTRt1CT FEE $
PROCESSED PIPING: $25.00
MINIMUM FEE: $25.00
STATE SURCHARGE $.50 FOR EACH $1,000 OF PERMTF FEE.
TOTAL $
SITE ADDRESS:
OWNER NAME: TELEPHONE
TENANT NAME: (IMPROVEMEN'IS ONLY)
INSTALLER:
ADDRESS:
CITY: STATE: ZIP CODE:
TELEPHONE
SIGNATURE OF PERMITTEE CITY INSPECTOR
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1993 PLUMBING PERMIT : SIDENTIAL)
CITY OF EAG~ II
3830 PILOT IINOB RD II
EAGAN MN 55122 III
(612) 6814675 II
V
PLEASE COMPLETE FOR SINGLE FAMILY DWELLINGS. AISO, FOR TOWNHOMES AND
CONDOS WHEN PERMITS ARE REQUIRED FOR EACH UNTT. If
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NO. FIXTURES F.ACH TOTAL II
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SHOWER 3.00
WATER CLOSET 3.00
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a-- BATH TUB 3,00
3 LAVATORY 3.00 II
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PRNATE DISP. • Dak.ay. sc. 15.00 II
U.G. SPRINI{I.ER • nome under const. 3•00 ~I
ALTERATIONS • to austing 15.00 II
WATER TURN AROUND 15.00 II
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STATE SURCHARGE .50 II
II
TOTAL: II
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SITE ADDRESS: /~S(vc3, - Z'U,L-L,Fte%(
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OWNER NAME:
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1993 PLUMBING PERMIT (COMMERCIAL)
CITY OF EAGAN
3830 PILOT KNOB RD
FAGAN MN 55122
(612) 6814675
PLEASE COMPLETE FOR ALL COMIvfERCL4UINDUSTRIAL BUILDINGS. ALSO FOR MULTI-
FAMILY BUILDINGS WHEN SEPARATE PERMITS ARE NOT REQUIItED FOR EACH
DWELLING UNIT.
_ NEW CONSTRUCI'ION
.4nD ON ~
REPAIR
WORK DESCRIPTION:
CONTRACT PRICE: $
FEE: 1% OF CONTRACT FEE
STATE SURCHARG& $.50 FOR FACH $1,000 OF PERMPC FEE
MINIMUDf FEE: S 25.00
CONTRACT PRICE X 1% $
STATESURCHARGE $
TOTAL $
SITE ADDRESS:
1'ENAN'T h`A114E: Sl'F.. #
OWNER NA71iE:
INSTALLER:
ADDRESS:
CIT'Y: STATE: ZIP CODE:
PHONE
FOR:
CITY OF EAGAN APPLICANT
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CITY OF EAGAN
3830 PILOT KNOB RD
EAGAN MN 55122
(612) 681-4675
PLEASE COMPLETE FOR SINGLE FAMILY DWELLINGS. ALSO, FOR TOWNHOMES AND
CONDOS WHEN PERMITS ARE REQUIRED FOR EACH UNIT.
~V/"~NEW CONSTRUCTION
ADD-ON A /f
ADD-ON FURNACE
FIREPLACE INSERT
DATE
FEES
I
HVAC: 0-100 M BTU $ 24.00
ADDITIONAL 50 M BTU 6.00 '
GAj OU1'J.ETS (MINIMUM 1 $3.00 EACH)
ADD-ON/REMODEL (ExISTIrrG CoNST[tUCrlorr) $ 20.00
STATE SURCHARGE
TOTAL ~.C D• ~ 'i
SITE ADDRESS: ~ls__L2 GJ~x-~rd
OWNER NAME: I kV-r4 ALEPHONE
INSTALLER: Bumsville Heating & A/C Inc.
o e Islan Ave. So. ~
ADDRESS: Savage, MN 55378-1122
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CITY: STATE: ZIP CODE: I~
TELEPHONE ~
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1994 MECHANICAL PERMTT (COMMERCIAL)
CITY OF EAGAN
3830 PILOT KNOB RD
EAGAN MN 55122
(612) 6814675
PLEASE COMPLETE FOR ALL COMMERCIALJINDUSTRIAL BUILDINGS. ALSO COMPLETE
FOR APARTMENT BUILDINGS OR OTHER MULTI-FAMILY BUILDINGS WHEN SEPARATE
PERMITS ARE NOT REQUIRED FOR EACH DWELLING UNIT.
DA 'jE: CG:tiTFcA&'-i rRiCE: a
NEW BUILDING
INTERIOR IMPROVEMENT
WORK DESCRIPTION:
FEES
l% OF CONTRACI' FEE $
t.....:.:.:.....m.... f
PROCESSED PIPING: $25.00
MINIMUM FEE: $25.00
STATE SURCHARGE $.50 FOR EACH $1,000 OF PERlvIIT FEE.
TOTAL $
SITE ADDRESS:
OWNER NAME: TELEPHONE
TENANT NAME: (IMPROVEMENTS ONL1)
INSTALLER:
ADDRESS:
CITY: STATE: ZIP CODE:
TELEPHONE
SIGNATURE OF PERMITTEE CITY INSPECTOR
~
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1994 PLUMBING PERMTT (RESIDEIVTIAL)
Cl`I'Y OF EAGAN
3830 PII.OT KNOB RD
EAGAN MN 55122
(612) 6814675
PLEASE COMPLETE FOR SINGLE FAMII.Y DWELLINGS. AISO, FOR TOWNHOMES AND
CONDOS WHEN PERMITS ARE REQUIRED FOR EACH UNIT.
- - - - - - - -
NO. FIXTURES EACH TOTAL
/ SHOWER 3.00 3 ,
WATER CLOSET 3.00 31-
BATH TUB 3.00
LAVATORY 3.00 3. -
KTTCHEN SINK 3.00
LAUNDRY TRAY 3.00 31-
HOT TUB/SPA 3.00
WATER HEATER 3.00
FLAOR DRAIN 3.00
GAS PIPING OLJTLET • moimum - i 3.00
ROUGH OPENINGS 1.50
WATER SOFTENER 5.00
PRIVAT'E DISP. • vaLay. u~ 20.00
U.G. SPRINKLER • nome uoau wosc. 3.00
~
WATER AROUND 20.00
STATE SURCHARGE .50
TOTAL:
SITE ADDRFSS:
i
OWNER NAME:~,
INSTALLER: ~l~u4r D•L~c, , c~u_
ADDRESS: te~ /~i' ~ ~ -
CITY: STATE:ZIP CODE: 55-
Z 3
PHONE
SIGNATUR OF PERMITTEE
.y „ :aiJA~xR'itY'
~:'~~5,~^ , ' a$' ;.~+.~.~~,'~~.''.i:y~~>.~r,.dv.:~F s H~ . '.~"•i
. ~ .
?:W:.:.':::....~...
RC'%v:r'.:n;~::;%q.2,s,:S/':... ~ ..4%j, ,...~"'!1':,•^~
;
1994 PLUMBING PERMIT (COMMERCIAL)
CITY OF EAGAN
3830 PILOT KNOB RD
EAGAN MN 55122
(612) 681-4675
PLEASE COMPLETE FOR ALL COMAERCIAIJINDUSTRIAL BUII.DINGS. AISO FOR MULTI-
FAMILY BUILDINGS WHEN SEPARATE PERMTTS ARE NOT REQUIRED FOR EACH
DWELLING UNTT.
_ NEW CONSTRUCTION
ADD ON
- REPAIR
WORK DESCRIPTION:
CONTRACI' PRICE: $
FEE 1% OF CONTRACI' FEE.
STATE SURCHARG& $.50 FOR EACH $1,000 OF ~ FEE.
MINIMUM FEE: $ 25.00
CONTRACI' PRICE X 1% $
STATESURCHARGE $
TOTAL $
SITE ADDRESS:
TENANT NAME: STE #
OWNER NAME•
INSTALLER:
ADDRESS:
C1TY: SfATE: ZIP CODE:
PHONE
FOR:
CITY OF EAGAN APPLICANT
l'39 2006 RESIDENTIAL BUILDING PERMIT APPLICATION 090'0-0
City Of Eagan 5/12 . htj
3830 Pilot I{nob Road, Eagan MN 55122
Telephone # 651-675-5675 FAX # 651-675-5694
New Consiruction Reouiremenis RemodellReoair Reauiremenk Office Use Onlv
3 registered site surveys showing sq. ft. of lot sq. R of house; and all roofed areas 2 cropies of plan showing footings, beams, pisfs Cert of Suney Recd _ Y C_ N
(20%maximum lot coverage allwied) 1 set of Energy Calcula4ons for heated addiGons Tree Pres Plan ReW Y~~_ N,
2 copies of plan shaxing beam 8 window sizes; poured found desgn, etc. 1 sAe survey for additions 8 dedcs Tree Pres Required Y I'~ N
7setofEnergyCalculations AddN'on - indicafe'rfoo-sResepficsysfem On-siteSepticSystem _Y4I N
3 copies ol Tree PreservaGon Plan if lot platted after 711193
Rim Joist Detail OpGons selection sheet (buildings with 3 or less unAS)
Minnegasco mechaninlven6lalionform
Date 0lo ConstructionCost
Site Address ~ 5(~ a We40f/J l.~ Unit/Ste #
a~ N 55iaa-a%
Description of Work ~.OVUl(~q (,Gfy) ~ll\1l-i1\H eX15~tm V-1d% ~y1 6Vp-4Pr\T~v,\o S~,fep~/l~ rrA S
J
Multi-Family Bldg _ Y.`r N Fireplace(s) ~ 0 _ 1 _ 2
Property Owner ~GW k G WW1 Avr Telephone #(~5
Contractor "bdfiFt{ ( 0 W
Address City
State Zip Telephone # ( )
COMPLETE THIS AREA ONLY IF CONSTRUCTING A NEW BUILDING
- Minnesota Rules 7670 Cateeorv 1 Minnesota Rules 7672
Energy Code Category . Resitlenhal Ventilation Category 1 Worksheet . New Energy Code Worksheet
(Jsubmissiontype) Submitted Submitted
• Energy Envelope Calculations Submitted
In ihe last 12 months, has the City of Eagan issued a permit for a similar plan based on a master plan2
_ Y _ N If yes, date and address of masier plan:
Licensed Plumber Telephone )
Mechanical Contractor Telephone )
Sewer/Water Contractor Telephone # ( )
AY 0 8 2006
U
~
I hereby apply for a Residential uilding Permit and ack owledge that the information is complete and accurate;
that the work will be in conform '~.e=with=tkie-ord ancin es and codes of the City of Eagan and the State of MN
Statutes; I understand this is not a permit, but only an application for a permit, and work is not to start without a
permit; that the work will be in accordance with the approved plan in the case of work which requires a review and
approval of plans.
hti
Applicant's Printed Name p licanYs Signature
DO NOT WRITE BELOW THIS LINE
Sub Tvpes
? Ot Foundation ? 07 05-plex ? 13 16-plex O 20 Pool ? 30 Accessory Bldg
? 02 SF Dwelling ? 08 06-plex ? 16 Fireplace ? 21 Porch (3-sea.) ? 31 Ext. Alt - Multi
? 03 01 of _ plex ? 09 07-plex ? 17 ' Garage ? 22 Porch/Addn. (4-sea.) ? 33 EM. Alt - SF
? 04 02-plex ? 10 OS-plex ? 18 Deck ? 23 Porch (screen/gazebo) ? 36 Multi Misc.
? OS 03-plex ? 11 10-plex ~ 19 Lower Level ? 24 Storm Damage
? 06 04-plex ? 12 12-plex ? 25 Miscellaneous
Work Tvpes
? 31 New ? 35 Int Improvement ? 38 Demotish Interior ? 44 Siding
O 32 Addition ? 36 Move Building ? 42 Demolish Foundation ? 45 Fire Repair
~ 33 AlteraGon ? 37 Demolish Building` ? 43 Reroof ? 46 Windows/Doors
? 34 ReplaCement 'Demolition (Entire Bldg) - Give PCA handout to appliwnt
DeSCfiDtion: WaterDamage_Yes '
Valuation o`-~ ~ Occupancy le -3 MCES System -
Plan Review 100% or _ 25% _
Census Code Zoning /2-1 City Water
SAC Units Stories Booster Pump -
# of Units ^ Sq. Ft. PRV ~
# of Bldgs - Length Fire Sprinklered ~
Type of Const Width
REQUIRED INSPECTIONS
_ Footings (new bldg) _ Sheetrock
_ Footings (deck) FinallC.O.
_ Footings (addition) ~ FinallNo C.O.
_ Foundation ~ HVAC
Drain Tile Other
Roof Ice & Water Final Pool Ftgs Air/Gas Tests Final
~ Framing _ Siding _ Stucco Lath _ Stone Lath _Brick
Fireplace _ R.I. _ Air Test _ Final _ Windows
~ Insula[ion _ Retaining Wall
Approved By: , Building Inspector
Base Fee
Surcharge
Plan Review
MC/ES SAC
City SAC
Utility Connection Charge
S8W Permit & Surcharge
Treatment Plant
License Search
Copies
Other
Total
City of Eagan
3830 Pilot Knob Rd
Eagan, MN 55122
(651) 675 -5675
www.ci.eagan.mn.us
Site Address: 1562 Wexford Ct
Lot: 016 Block: 002 Addition: Wexford
PID:10- 83850- 160 -02
Use:
Description:
Sub Type:
Work Type:
Description:
Census Code:
Zoning:
Square Feet: 0
Comments:
Fee Summary:
Valuation: 3,000.00
Contractor:
Cedar Valley Exteriors LP
9145 Springbrook Drive, Suite 105
Coon Rapids MN 55433
(763) 755 -2221
e- Windows/Doors
Windows/Doors-New/Replacement
House
434-
Applicant/Permitee: Signature
PERMIT
City of Eaan
BL - Base Fee $3K
Surcharge - Based on Valuation $3K
- Applicant -
Construction Type:
Occupancy:
Carbon monoxide detectors are required by law in ALL single family homes.
$88.50
$1.50
Total: $90.00
Owner:
David E Whitaker
1562 Wexford Ct
Eagan MN 55122
Permit Type:
Permit Number:
Date Issued:
Permit Category:
Improvements to the home require smoke detectors in all bedrooms. If altering window openings, call for framing
inspection. Call for final inspection after installation.
0801
9001
I hereby acknowledge that I have read this application and state that the informa
of Minnesota Statutes and City of Eagan Ordinances.
on is correct and agree to comply
h all applicable State
Issued By: Signature
Building
EA088938
04/29/2009
ePermit
PERMIT
City of Eagan Permit Type:Building
Permit Number:EA114423
Date Issued:09/16/2013
Permit Category:ePermit
Site Address: 1562 Wexford Ct
Lot:016 Block: 002 Addition: Wexford
PID:10-83850-02-160
Use:
Description:
Sub Type:Reroof
Work Type:Replace
Description:
Census Code:434 -
Zoning:
Square Feet:0
Occupancy:
Construction Type:
Comments:If there is no ice protection inspection prior to final, the contractor must meet the inspector w/ a ladder and flat bar.
Pictures are not acceptable in lieu of inspections.
Carbon monoxide detectors are required by law in ALL single family homes .
Audrey Flattum
Fee Summary:BL - Base Fee $4K $103.25 0801.4085
Surcharge - Based on Valuation $4K $2.00 9001.2195
$105.25 Total:
I hereby acknowledge that I have read this application and state that the information is correct and agree to comply with all applicable State
of Minnesota Statutes and City of Eagan Ordinances.
Contractor:Owner:- Applicant -
David E Whitaker
1562 Wexford Ct
Eagan MN 55122
(651) 686-6571
Storm Guard Restoration
1355 Geneva Avenue North, Suite 201
Oakdale MN 55128
(651) 738-1698
Applicant/Permitee: Signature Issued By: Signature
EA
REVIEWED
BY
DATE:
BUILDING 1
1?PROVED PLAN:3 MtJ 'T
CN
eATEiLtog. WALL-
CC
TIONS DIVISI�iG� c ---4"C
SEPARATEPERMITS ARE
REQUIRED FOR ANY ELECTRICAL
OR PLUMBING WORK.
_7 533ff
SLtDUNG •Doo t
A FOUNDATION WALL MOISTURE
BARRIER IS REQUIRED BETWEEN
INSULATION AND FOUNDATION WALL
PROM PJ nnR TO GRADE
FIRE STOP SOFFITS AND ALL
OTHER DEAD SPACES
SMOKE OETECTONS
E REOUING ONMj,LEGS OFTHE HOUSE
ALS SLED ROOMS. CII LEVELS
SLEEPING AREAS. CENTP'
.t4iOKE DETECTORS IN HAL.LL.:.,.
IAPOR BARRIER MUST B
INSTALLED ON THE WARM SIDE OF
ALL WALLS AND ATCICCEELING.
r 4�
ENCLOSED USABLE SPACE
UNDER STAIRS MUST BE
ENTIRLY FINISHED WITH
GYPSUM BOARD
0=
91106
uP
INT-040?-wpru._
r. exiSino) Lokv i N PG
e = ouf e\• tad= proposed
STAIRS
Oowrt
PERMIT
City of Eagan Permit Type:Building
Permit Number:EA123021
Date Issued:05/27/2014
Permit Category:ePermit
Site Address: 1562 Wexford Ct
Lot:016 Block: 002 Addition: Wexford
PID:10-83850-02-160
Use:
Description:
Sub Type:Windows/Doors
Work Type:Replace
Description:Two or More Windows/Doors
Census Code:434 -
Zoning:
Square Feet:0
Occupancy:
Construction Type:
Comments:Improvements to the home require smoke detectors in all bedrooms. If altering window openings or installing Bay or Bow
windows, call for framing inspection. Call for final inspection after installation.
Carbon monoxide detectors are required by law in ALL single family homes .
Fee Summary:BL - Base Fee $4K $103.25 0801.4085
Surcharge - Based on Valuation $4K $2.00 9001.2195
$105.25 Total:
I hereby acknowledge that I have read this application and state that the information is correct and agree to comply with all applicable State
of Minnesota Statutes and City of Eagan Ordinances.
Contractor:Owner:- Applicant -
David E Whitaker
1562 Wexford Ct
Eagan MN 55122
(651) 686-6571
Storm Guard Restoration
1355 Geneva Avenue North, Suite 201
Oakdale MN 55128
(651) 738-1698
Applicant/Permitee: Signature Issued By: Signature
PERMIT
City of Eagan Permit Type:Building
Permit Number:EA135838
Date Issued:04/07/2016
Permit Category:ePermit
Site Address: 1562 Wexford Ct
Lot:016 Block: 002 Addition: Wexford
PID:10-83850-02-160
Use:
Description:
Sub Type:Windows/Doors
Work Type:Replace
Description:Two or More Windows/Doors
Census Code:434 -
Zoning:
Square Feet:0
Occupancy:
Construction Type:
Comments:Improvements to the home require smoke detectors in all bedrooms. If altering window openings or installing Bay or Bow
windows, call for framing inspection. Call for final inspection after installation.
Carbon monoxide detectors are required within 10 feet of all sleeping room openings in residential homes (Minnesota State
Valuation: 4,000.00
Fee Summary:BL - Base Fee $4K $103.25 0801.4085
Surcharge - Based on Valuation $4K $2.00 9001.2195
$105.25 Total:
I hereby acknowledge that I have read this application and state that the information is correct and agree to comply with all applicable State
of Minnesota Statutes and City of Eagan Ordinances.
Contractor:Owner:- Applicant -
David E Whitaker
1562 Wexford Ct
Eagan MN 55122
(612) 868-6571
Crew2 Inc
2650 Minnehaha Ave
Suite 100
Minneapolis MN 55406
(612) 276-1680
Applicant/Permitee: Signature Issued By: Signature
PERMIT
City of Eagan Permit Type:Mechanical
Permit Number:EA143986
Date Issued:07/06/2017
Permit Category:ePermit
Site Address: 1562 Wexford Ct
Lot:016 Block: 002 Addition: Wexford
PID:10-83850-02-160
Use:
Description:
Sub Type:Residential
Work Type:Replace
Description:Furnace & Air Conditioner
Comments:Questions regarding electrical permit requirements should be directed to State Electrical Inspector, Mark Anderson at (952)
445-2840.
Please call Building Inspections at (651) 675-5675 to schedule a final inspection.
Fee Summary:ME - Permit Fee (Replacements)$59.00 0801.4088
Surcharge-Fixed $1.00 9001.2195
$60.00 Total:
I hereby acknowledge that I have read this application and state that the information is correct and agree to comply with all applicable State
of Minnesota Statutes and City of Eagan Ordinances.
Contractor:Owner:- Applicant -
David E Whitaker
1562 Wexford Ct
Eagan MN 55122
Angell Aire
12253 Nicollet Ave S
Burnsville MN 55337
(952) 746-5200
Applicant/Permitee: Signature Issued By: Signature
PERMIT
City of Eagan Permit Type:Building
Permit Number:EA151805
Date Issued:09/13/2018
Permit Category:ePermit
Site Address: 1562 Wexford Ct
Lot:016 Block: 002 Addition: Wexford
PID:10-83850-02-160
Use:
Description:
Sub Type:Siding
Work Type:Replace
Description:
Census Code:434 - Residential Additions, Alterations
Zoning:
Square Feet:0
Occupancy:
Construction Type:
Comments:Please leave printed pictures of house wrap on site for the final inspection.
When installing ventilated soffit material, remove existing material (i.e. debris that could block vents) and take steps to
ensure maximum ventilation to attic. Call for final inspection after installation.
Valuation: 4,000.00
Fee Summary:BL - Base Fee $4K $103.25 0801.4085
Surcharge - Based on Valuation $4K $2.00 9001.2195
$105.25 Total:
I hereby acknowledge that I have read this application and state that the information is correct and agree to comply with all applicable State
of Minnesota Statutes and City of Eagan Ordinances.
Contractor:Owner:- Applicant -
David E Whitaker
1562 Wexford Ct
Eagan MN 55122
(612) 868-6571
Trinity Exteriors Inc
10179 Crosstown Circle
Eden Prairie MN 55344
(952) 920-9520
Applicant/Permitee: Signature Issued By: Signature
3830 PILOT KNOB ROAD I EAGAN, MN 55122-1810
(651) 675-5675 I TDD: (651) 454-8535 I FAX: (651) 675-5
huildinoinspections@cityofeagan.com
JUN 0 8 1020
ECEIi/ED
r.
For Office use
Permit it: ,�0 a e/?-4
Permit Fes:
Date Received: CO
Staff:
2020 RESIDENTIAL Bl�1Rta PEPtMIT APPLICATION
Date: Site Address:
Unit #:
Resident/
Owner
Type of Work
Contractor
Name: Dave and Becki Whitaker Phone:
Address l City / Zip: 1562 Wexford Court, Eagan, MN. 55122
Ap• leant is: Owner m>/ Contractor
Description of work Add a 12' x 12' bedroom addition over existing garage space.
Construction Cost 39,6Q0 Multi -Family Building: (Yes / No_ ✓ )
Company: Tomco Company Inc. Contact: Tom Schiebout Pres
Address: 1425 Andover Blvd. NW City: Andover
state: MN zip: 55304 Phone: 612-791-4368 Email: Tom@TomcoCompany.Com
License #: BC008747
Lead Certificate NAT-25253-2
If the project is exempt from lead certification, please explain why:
Home Built in 1983
COMPLETE THIS AREA ONLY IF CONSTRUCTING A NEW BUILDING
In the last 12 months, has the City of Eagan issued a permit for a similar plan based on a master plan?
Yes No If yes, date and address of master plan:
Licensed Plumber.
Mechanical Contractor:
Sewer 8 Water Contractor:
Phone:
Phone:
Phone:
Fire Suppression Contractor: Phone:
Lc
NOTE: Plans and supporting documents Mat you submit are considered to be public information. Portions
lassi#ed as n blic if avlde s cffic reasons that would ermit the C to conclude the ,are
You may subscribe to receive an electronic notification from the City of proposed ordinances by signing up for an email update on the City's
webslte at .cits ofeasian.comisubscribe.
Exterior work authorbed by a building permit issued in accordance with the Minnesota State Building Code must be completed within 180
days of permit issuance.
CALL BEFORE YOU DIG. Call Gopher State One Call at {651) 454 4002 for protection against underground utility damage. Call 48 hours before you
Intend to dig to receive locates of underground utilities. wiwew,rgopherstateonecall.ore
I hereby admov4edge that this information Is complete and accurate; that the work will be in conformance with the ordinances and codes of the City of
Eagan; that 1 understand this is not a permit, but only an application for a permit, and work is not to start without a permit; that the work will be In
accordance with the approved plan in the case of work which requires a review and ap • . . = ns.
.Tom Schiebout
Applicant's Printed Name
Appl is Signature
Won maybe'
bticiz.4 1
/2i-
Addltlon
I...Altera
Replace
_ Retaining Wall
DESCRIPTION
Valuation
Plan Review
(25%_ 10O% )
Census Code
#of Units
# of Buildings
Type of Construction
DO NOT WRITE BELOW THIS t-n*1E
SUB TYPES
Foundation
1,44 Single Family
Multi
01 of Pies
WORK TYPES
New _ Interior Improvement
_ Move Building
_ Fire Repair
Fireplace
_— Garage
Deck
Lower Level
_ Porch (3-Season)
_ Porch (4Season) _
_ Porch (Screen/Gazebo/Pergola) _
Pool
_ Repair
4-7fc(
Occupancy
Code Edition
Zoning
Stories
Square Feet
Length
Width
REQUIRED INSPECTIONS
Footings (New Building)
Footings (Deck)
Footings (Addition)
Foundation )( Foundation Before Backflll
Roof: _Ice &'Water _Final
Framing 30 Minutes 1 Hour
Fireplace: _Rough In Air Test _Final
Insulation
Sheathing
Sheetrock
Fire Walls
Braced Walls
Shower Pan
Reviewed By:
RESIDENTIAL FEES
Base Fee
Surcharge
Plan Review
MCES SAC
City SAC
Utility Connection Charge
S&W Permit & Surcharge
Treatment Plant
Radio Meter Read
Copies
TOTAL
_ Siding
Reroof
Windows
_ Egress Window
Exterior Alteration (Single Family)
Exterior Alteration (Multi)
Miscellaneous
Accessory Building
_ Demolish Building*
Demolish interior
Demolish Foundation
Water Damage
*Demolition of entire building - give PCA handout to applicant
MCES System
2V SAC Units
City Water
Booster Pump
PRV
Fire Suppression Required
Meter Size:
Final / C.O. Required
Final / No C.O. Required
HVAC _ Service Test Gas Line Air Test f Hood
Pool: Footings Air/Gas Tests _Final
Drain Tile
Siding: _Stucco Lath _Stone Lath Brick _ EFIS
Windows
Retaining Wall: _ Footings _ Backfill _ Final
Radon Control
Fire Suppression: _Rough In _Final
Erosion Control
Other.
, Building Inspector
lLF�11 OINYA
er6191(1/ (9141\tVtil
I (--1
2 5
Page 2of3
EAGAN
3830 PILOT KNOB ROAD I EAGAN, MN 55122-1810
(651) 675-5675 I TDD: (651) 454-8535 I FAX: (651) 675-5694
bu ildinainspectionsecitvofeaaan.com
r For Office Use
Permit #: /l/ ? ? 72
Permit Fee: 60 - O"
Date Received:
Staff:
2020 RESIDENTIAL PLUMBING PERMIT APPLICATION
Date: Site Address:
Tenant:
Suite #:
RBSident/OW11ef
Name: W , a (i)A..,..,Phone:
Address / City / Zip: /5 A ). LdL7,X c(7r,-�
Contractor
Name: &-e 1."Ps_... ,ti, r%. tri)Ij,, l4) License #:
Address: / D -1 II .�a iu $ - 1 ' •• L) - City: P C Y,.-, 1jp
State: } v� Zip:,. 3 9 3 Phone: V ')' - 6) i -'.. 14
..
Contact: <� Emai6 A U L' . m um),'� 6 Tr k: ) - (owl
Type Of Work
D1 New Replacem nt Repair Rebuild Modify SpaceL�_ Work in R.O.W.
_ _ _ _
Description of work: O � Il)C��, 01s d ) v. - yJ C1f�,
(,
Description
p
Tankless Water Heater
Lawn Irrigation ( RPZ / PVB)
_
Standard Water Heater
Add Plumbing Fixtures (__, Main /_ Lower Level)
Water Softener
Description:
Septic System
Connection to City Water from Well
New Abandonment
RESIDENTIAL FEES
$60.00 Water Heater,
$60.00 Lawn Irrigation
$60.00 New fixtures,
$60.00 Septic System
$100.00 New Residential
$115.00 New Septic
$60.00 Connecting to
*Sewer & Water
Water Softener, or Water Heater and Softener (includes State Surcharge)
(includes State Surcharge)
adding or removing piping (includes State Surcharge)
Abandonment
(fee collected with Building Permit)
System (includes County fee and State Surcharge)
City Water from Well* + $290 for Meter and $200 for Radio Read = $550
Permit also required for connection charges
TOTAL FEES $
CALL BEFORE YOU DIG. Call Gopher State One Cali at (651) 454-0002 for protection against underground utility damage. Call 48 hours before you
intend to dig to receive locates of underground utilities. www.gopherstateonecall.orq
You may subscribe to receive an electronic notification from the City of proposed ordinances by signing up for an email update on the City's
website at www.cltvofeaaan.com/subscribe.
I hereby acknowledge that this information is complete and accurate; that the work will be in conformance with the ordinances and codes of the City of
Eagan; that I understand this is not a permit, but only an application for a permit, and work is not to start without a permit; that the work will be in
accordance with the approved plan in the case of work which requires a review and approval of plans,
cx,t--cAL,
Applicant's Printed Name
Page 1 of 2
PERMIT
City of Eagan Permit Type:Building
Permit Number:EA177355
Date Issued:06/27/2022
Permit Category:ePermit
Site Address: 1562 Wexford Ct
Lot:016 Block: 002 Addition: Wexford
PID:10-83850-02-160
Use:
Description:
Sub Type:Reroof
Work Type:Replace
Description:Does not include skylight(s)
Census Code:434 - Residential Additions, Alterations
Zoning:
Square Feet:0
Occupancy:
Construction Type:
Comments:Please print pictures of ice and water protection and leave on site.
If water damage is encountered, please call (651) 675-5675 to schedule a site visit to verify the extent of the damage. Any
repairs must be inspected prior to covering. The inspector will determine if an additional permit will be required to repair the
water damage.
Valuation: 5,000.00
Fee Summary:BL - Base Fee $5K $118.00 0801.4085
Surcharge - Based on Valuation $5K $2.50 9001.2195
$120.50 Total:
I hereby acknowledge that I have read this application and state that the information is correct and agree to comply with all applicable State
of Minnesota Statutes and City of Eagan Ordinances.
Contractor:Owner:- Applicant -
David E & Rebecca Jo Whitaker
1562 Wexford Ct
Eagan MN 55122--256
Trinity Exteriors Inc
10179 Crosstown Circle
Eden Prairie MN 55344
(952) 920-9520
Applicant/Permitee: Signature Issued By: Signature