900 Sunwood Ct? - -?.
? INSPECTIUN RECURD
? •C1 TYOF EAGAN PERMIT TYPE:
3830 Pilot KnQb Road Permit Number:
? Eagan, Minnesata 55123 Date Issued:
(612) 681-4675
SITE ADDRESS: i ta t t 3
900 SUNWUOt] C7
StlMRISE 114I1 .04 2
PERMIT?VBTYPE:
Control No. 0331
Ku1i_s11nIR
0 00 .'f 7 c,l
f14 /Z9 J'97
t? t r?c k. , APPLICANT:
M1LI.kR N014c;i Jfl:aLRN
(612) 4b4-4663
TYPE OF WORK:
N frI4
.A .
1't,J0rt INN
FNAMiNG INSULATION
FXNA1 FIRtFPI.pI. L
ftW14AR1'.';t Rf??fTPI ? S&W pLOR ? BEMx^RYAN
g'
?: ? ??? ? rr--aH ? "??'?'?"'•???;'?4'?;??`. .,r
,.. _ ?,.-?.'r:>.? , ? ? ? • K ?
?•? - '?? -- --- ? ?, 8? ;??..?t ?k,. ?? ??'?3' _ ? ,
?
?? _ . _. ^ - ??? , . - • ,? ?? . _ . ? .. a Pn . : ??' '.N
Permit No. Pwnk Holder Dale Telephone M
SlV41
P1.UMBING
? '
HVAC d ?
,? :- f '
? ? f'o'•
?,??,3`
ELECTRIC
EL.ECTRIC ?-.
Inspsction Dete rnep. Cammants
Foatinge I . ?
Foundatlon
Framing
Rooting
Rouflh Plbg.
ro?
H°uo Htg- =9
IsuL z-
Flreplace
Final Htg.
Ql
Qrsat Test
Flnal Plbg. Gr •-pJl,..!/?! ? Plbg. Inspedor - Notlfy Plum r
const Meter 'Z S -9Z
Engr./Plan
81dg- FinW
Dock Ftg.
Declc Final
Well
Pr. Diep,
• ?? ? i
? $.
C??r#ifir?ttp ?f (?rru??nf?
` titp of (Eagan
?r?rhnrt? of %[di" iwrritatt
nJs Cerdfuate issued pursuarrt 1o tlre raquirements ojSection 306 of tlre Uirlform Bulldlreg
Cale ceKiJ'yin8 thal at 11oe Mne of isnwncie this sAUCirup ms in compliance wrlli the mfiam
ordixanoes ojthe City regudating building ovnsuucdon or use, For the following:
tse a.?uo. SF DWGIGAR eft ptlmrc rb. 379
O-W-7 7f,a RO/M t zoi%o-w,;n R 1 .ry,? Cam VAi
Add= qOD SUMSE 40UftT t-SlipYL3, B 1, KMSE HIi1S ZND
POST IN A CONSPICUOUS PLACE
INSPECTION RECORD
CITY OF EAGAN PERIUIIT TYPE:
3830 Pilot Knob Road Permit Number:
Eagan, Minnesota 55122-1897 Date Issued:
(651) 681-4675
SITE ADDRESS: APPLICANT:
PERIVIIT SUBTYPE: TYPE OF WORK:
F IIif.Nl/1Cl.-' 13
INSPECTION .. . .A
??, ?• ? ?? .
FI)Mf-lEYi; ' 111" 0111';1 ili' fW.f'F`['I
IF
-1
LL
Permk Holder Dete Telephone #
SEWER/
WATER
PIUMBING
HVAC
InspecUon Date Insp. Comments
FOOTINGS
FOUND
FRAMING
ROOFING
ROUGH
PLUMBING
PLBG
AIR TEST
ROUGH
HEATING
GAS SVC
TEST
INSUL
GYP BOARD
FIREPLACE •
FIREPLACE
AIR TEST ir
FINAL PIBG
FINAL HTG
ORSAT
TEST
BLDG FINAL
DOMESTIC
METER
IRRIGATION
METER
'
FLUSH
MAINS
coNOUCnvirv
TEST
HYDROSTATIC
TEST
65MT R.I.
BSMT FINAL
DECK FfG
DECK FINAL
?5 0W% Yc?-
;1 4920241 oy
RMeQUest Dale [
? 1 CL L
? U
9 9 9 2 Fre No Rough-in Inspedion
Pe
stl?
G ReaOY Now GiM4ARJovty
andypeclor
J
? Cm
r e
Icensed contrector ? owner hereby request inspection of above electncal work at:
Job Atlarass ISVeeI. Boe or Raute No ) City
900 Sunwood Cou2t E49AN
Secnon N. Township Name or No qanqe No Coony
Dako#¢
OccuOant(PRINT)
aoe 12,a2e2 Kome? Phone No
454-4663
?ower Supplier Atltlress 4300 220 J A.. S. .
Dakota £eeciuc ta2m,?n ton, MN 55024
Electrical Comraclor (COmpany Name) Contracmr5 Lroense No
(Ud2and UectAic 041690
MaNng Aaaress ?COnhaclor or owner Making Installation)
97854-8 aualeee GJ ay LakeuiUe,NN 55044
Aufiorrzea Si al IGonVact ' Inslallanon) Pnone Num?er
892-9444
M SOTA STATE BOAND OF E Y THIS INSPECTION REQUEST WILL NOT
Griggs-MlGway Bltlg. BE ACCEPTED 8V THE $TATE BOARD
1621 UnrversHy Ave, - . MN 55104 UNLESS PROPER INSPECTION FEE IS
VMne (612) 61 ENCLOSED
,5/a'/1jC,'I- REQUEST POR ELECTRICAL INSPECTION
J 4 9 202 li? See instruclions for compleLng this brm :n Oack oi yellow copy
"X" Be/ow 49ork Covered 6y This Request
ew Adtl Rep rypeoBwlding AppliancesWired EquipmeniWiretl
Home ange Temporary Service
Duplex Water Heater Electric Heating
Apt Bwldmg Dryer Other (Speafy)
Comm./Industnal umace
Farm Air CondiLOner
Olher?syecify) ConVacrorS Ramarks
Compute Inspection Fee Below,
# Olher Fee # Service EMrancaSae Fee # Circuits/Feeders Fee
Swimming Pool / 0 to 200 Amps /'$ ? 0 to 700 Amps 7
Transformers Above 200 _ Amps Ab Amps
Sgns Inspedors Uu Onty pTAL
Irrigation Booms ??
d?` $a •lj Q
Spepal Inspection
Alarm/Communicanon THIS INSTALIATION MAV BE ERED DIS ONNECTED IF NOT
Other Fee COMPLETED WITHIN 18 M ?
I, the Electrical Inspector, hereby
f Rod9n m
certi
y that the above mspection has
been made. oa?
( ?,
OFFICE USE 3NLY
Tbis reqoest voitl 18 momCS from
Addres,s: qpp gpNWppD COURT Lot g Blk 1. Sec/SubSUNRISE HIIS.S 2ND
These items ware/were not complete at the time of the final inspection.
t ; 6/26/92 Yes No Tnsppctor,
Final grade (6" from siding)
Permanent steps - garage ?
Permanent steps - main entry ?
Permanent driveway
Permanent gas f
Sod/seeded gtass
Trail/curb damage 6l-
Parch k_?
Basement flnish
Deck ?
Please verify vith the builder the removal o£ roof test caps from the plumbing
system and the shut-off of water supply to the outside lawn faucet before
freeze potenttal exists.
?v
cec.nEOnrtx
White - City copy Yellow - Resident copy Pink - Contractor copy
Lpole(1LF 2005 RESIDENTIAL BUILDING PERMIT APPLICATION
City Of Eagan
3830 Pilot Knob Road, Eagan MN 55122
Telephone 4 651-675-5675 FAX # 651-675-5694
*7o.0°
New ConsWC[ion Reauiremenis RemodeVReoair ReouiremenLS OR?ce Use Onlv
3 registered site surveys showing sq. fl. of bt, sq. ft. of house; and ail roofad areas 2 copies of plan Ced oi Survey Recd Y_ N
(20% maximum lot wverage allowed) 1 set of Energy Calculafions for heated additbns T{ee Pres Plan Recd Y_ N,
2 copies of plan showing beam & window s¢es; poured found design, etc. 1 site survey for addtlions & decks Tree P2s Required ,'? N
1 set of Energy Calcula0ons Addkion - indicate ilonste septic syslem Oo-sile Septic Sysfem' Yi _ N
3 copies of Tree Preservation Plan'rf IM platted a(ter 711193
Rim Joist Defatl Oplions seiecfion sheef (buddings wdh 3 or iesS unils)
Date !` lr?D l CJ -5- Construction Cost 00
ress '?00 SunJ'Orocf n `out ? Unit/Ste #
SiteAdd
(^
f- G N M "-'
Description of Work 14??_4caM J oT A ee (3) W...clo?S
Multi-Family Bldg _ Y4N Fireplace(s) D_ 1 _ 2
Property Owner Pa t d Y4a, y
? Telephone #(6T( S'-
Contractor /-JYc{ec\ Vk1K4
/?oMt LM
r?
S
Address qS'O 3rj /
,
City ??"i..vt awr ?K
S[ate 4t'11 Zip S S'o7 ( Telephone #( bS( )z?`3 - a G S`o
COMPLETE THIS AREA ONLY IF
Energy Code Category - Minnesota Rules 7670 Cateeorv 1 _
. Residential Venlilalion Category 1 Worksheet
(Jsubmissiontype) Submitted
• Energy Envelope Calculations Su6mitted
Have you previously consfrucfed a building in Eagan with a similar plan? _ Y
fee applies.
Licensed Plumber
Mechanical Contractor
Sewer/Water Contractor
Telephone # (
Telephone #(
Telephone #(
N If so, 25% plan review
I hereby apply for a Residential Building Permit and acknowledge that the information is complete and accurate;
that the work wil] be in conformance with the ordinances 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 pl in the case of work which requires a review and
apprq41 of plans. „ / t7 n
A NEW BUILDING
Minnesota Rules 7672
. New Energy Code Worksheet
Submitted
.// _ A'A P5tcl?4
A plicanYs Prin d Name Appl'canYs Signa re
OFFICE USE ONLY
Sub Types
? 61 Foundation ? 07 05-plex O 13 16-plex ? 20 Pool ? 30 Accessory Bldg
? 02 SF Dwelling ? OS 06-plex ? 18 Fireplace ? 21 Porch (3-sea.) ? 31 EM. Alt - Multi
O 03 01 of _ plex ? 09 07-plex ? 17 Garage ? 22 PorchlAddn. (4-sea.) ? 33 Ext. Alt - SF
? 04 02-plex ? 10 OS-plex ? 18 Deck ? 23 Poroh (screenlgazebo) ? 36 Multi Misc.
? 05 03-plex ? 11 10-plex ? 19 Lower Level ? 24 Storm Damage
0 06 04plex ? 12 12-plex Plbg_Y ar_ N? 25 Miscellaneous
Work Types
? 31 New ? 35 Int Improvement ? 38 Demolish Interior ? 44 Siding
? 32 Addition ? 36 Move Building ? 42 Demolish Foundation ? 45 Fire Repair
? 33 Alteration ? 37 Demolish Building* ? 43 Reroof ? 46 Windows/DOOrs
? 34 Replacement 'Demolition (Entire Bldg) - Give PCA handout ta applicant
Valuation Occupancy MCES System
Census Code Zoning 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) _ FinaUC.O.
_ Footings(deck) _ FinaUNo C.O.
_ Footings (addition) _ Plumbing
Foundation HVAC
Drain Tile Other
Roof _ Ice & Water _ Final _ Pool _ Ftgs _ Air/Gas Tests Final
_ Framing _ Siding _ Stucco _ Stone _ Brick
_ Fireplace _ R.I. _ Air Test _ Final _ Windows
_ Insulation _ Retaining Wall
Approved By:
Base Fee
Surcharge
Plan Review
MC/ES SAC
City SAC
Utility Connection Charge
S&W Permit & Surcharge
Treatment Plant
License Search
Copies
Other
Total
Building inspector
PERMIT
CITY OF EAGAN
3830 Pilot Knob Road
Eagan, Minnesota 55123
(612) 681-4675
SITE ADDRESS:
DESCRIPTION:
900 SUNWODD C7
LOT: 3 BLOCK: 1
SUNRISE HILLS 2
Bu3lding-Permit Type
8uildin9 41ork Type
uBC Rcoupancy
Construction Tjipe
Zoning
Bui3ding I.ength
Buflding Widt.h
Control No. 0331
PERMIT TYPE
Permit Number:
Date Issued:
SF DWG
PIEW
R-3 M-1
VN
R-1
60
42
L
BUILDING
000379
04/29/92
REMARKS:
eECeiPr # (2 ()1 S&W PLBR ffi GENZ-RYAN
FEE SUMMARY:
VRLUATION $167,000
Base Fee
Plan Review
Surcharge
SAC
SAC %
SAC Units
Subtotal
$839.00
$545.35
$78.50
$700.80
100
1
$2,162.85
MI5C FEES $1,610.50
Total Fee $3,773.35
CONTRACTOR: - Applicant - ST. LIC. OWNER:
MILLER HOMES JOSEPH 14544663 0002431 p1IlLER HDMES JOE
3459 WASHIN6TON DR 3459 WASHINGTON DR 201
EAGAN MN 55122 EAGAN MN 55122
(612) 454-6663 (612)454-4663
I T hereby acknawledge tYtat I have reed this applicaCion and stete that the
infiormatian is correct and agree to comply with all app13ca61e State nf Mn.
Statutes and Gity of Eagan orctinances,
?
L J
APP ANTIPE MITEE SI NATl1RE O ISSUED . SIGNATU?
i
CITY OF EAGAN
3830 Pilot Knob Road
Eagan, Minnesota 55123
(612) 681-4675
SITEADDRESS: Lor:
900 SUNWODD CT
SUNRISE HILL3 2
PERMIT SUBTYPE:
SF DWfi
INSPECTION RECORD
PERMIT TYPE
Permit Number:
Date Issued
control No. 0331
BUILDINO
00037'9
04/29/92
3 BLOCK: 1 APPLICANT:
MILLER NOMES J05EPH
(612) 454-4663
TYPE OF WORK:
NEW
INSPECTION
SZ7E . .
FOOTING D•
FRAMING INSULATION
FINAL FIREPLACE
REMARKS: RECEIPT *
?
?
S&W PLBR = GEN2-RYAN
7
? I
PERMIT' #
?
CITY OF EAGAN
1992 BUILDING PERMIT APPLICATION
681-4675
SINGLE MULTI-FAMILY 2 sets of plans, 3 registered site surveys, 1 copy af energy
calcs.
COMMERCIAL 2 sets of architectural & structural plans, 1 set of
specifications, 1 copy of energy calcs.
Penalty applies when typin? of permit is requested, but not picked up by last working day
of month in which re uest is made r lot chan e is re uested once ermit is issued.
Date Valuation of work /oQ ?
Site Address: "lCO
STREET STE Y
Tenant Name:
? ?
LOT BLOCK SUBD. • ?? P.I.D. R
Descri tion of work:
The applicant is: ? Owner Contractor ? Other (oe$«see)
Name Phone
Property LAST F1R5T
Owner
Address
STREET ' STE I
City State Zip
Company Phone -,1,5`E - q 6 & 3
Contractor Address 18133CEDARAVE,Sf! License # Exp.:3
0=431
City State Zip
Company Phone
Architect/
Engineer Name Registration N
Address
City State Zip
Sewer & water licensed plumber Processing time for
sewer 8 water permits is two days onc area ha been approved.
I hereby acknawledge that I have read this application and state that the information is
correct and agree to comply with all applicable State of Minnesota Statu tes and City of
Eaqan Ordinances.
j 4X
-
t
PaA
Signature of Applicant: .4
-
-
• • .. .
BUILDING PERMIT TYPE
? 01 Foundation ? 05 Apt. Bldg ? 09 Basement finish
002 SF Dwg. ? 06 Garage/Accessory O 10 5wim Pool
? 03 Two family O 07 Fireplace ? 11 Res. Add./Porch
? 04 Multi-fam. T.H. O 08 Deck O 12 Comn./Ind.
WORK TYPE
_961 New
O 32 Addition
O 33 Alterations
? 34 Repair
? 35 Tenant Finish
? 36 Move
GENERAL INFORMATION
? 37 Demolish
13 99 Undefined
? 13 Publ ic Fac.
? 14 Agricultural
'0 15 Miscellaneous
Const. (Actual) Y- NI
- Basement sq. ft. MWCC System YE5
(A1Towable) \T-
m lst fl. sq. ft. City Water YEs
UBC Occupancy R_3 hD 2nd F1. sq. ft. PRY Required
Zoning R-+ Sq. Ft. tntal Booster Pump
# of Stories Footprint Sq. ft. Fire Sprinkler
Length (,D/ On-site well Census Code gD1
Depth 42• On-site sewage SAC Code p?
APPROVALS
Planning Building ,DS y. z? g2 Assessments
Engineering Variance
REGlUIRED INSPECTIONS
? Site
? Wallboard
? Footing
? Final
0 Framing
? Draintile
? Insulation
? fireplace
Permi t .Fee g8q,o d
Surcharge T7$,
Plan Review ys,3
license
MWCC SAC '700,00
City 3AC 1 00,00
Water Conn. &q S.pp
Water Meter
Acct. Deposit
5/W Permit
5/W Surcharge , y-K,
Treatment P l . 3 0 0, u u
Road Unit
Park Ded.
Trails Ded.
Copies
Other
Tatal : qq Q. qT
SAC R 100
SAC Units I_
vatuactm: s ( 51,000 '
C?A; t?.?,? fl,h^?5T FI-oaVL
3 z x z?I ="16 s ii4?a: ?£,??c4??? Q S?Yn T`!1 ???
ZXIZc CZ4)
6 x 4 = (a 4>
(v2 S?? 3
'i??`lb= II,52? •
gSM'T ;
2s sc,?q_ (??2
1 }c ? : `??
Li x l. , 214
...?-
1
ZhPs F(,pry(i
`i4 >e aN= ll??
Y x z?z- a?2
-?--
i'?, W75 ??2v'?`3" IV
?,
/.a (o +`?''?=?
. 1
. .?IIIIIICSUfn_slAtli_llleRGY [uUE cAl.C111n110115
• -"? `pnSEl?-oli ClinPfLR if?l' 'IIIE ' '
' f:11LIlCY COUC - 1901 Lulll?ll
. • ,, ' ? "qdoptlon Ef(ec[lve 171761''-
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7ype lJu?tlal) •
Coulractor- A2 (Res
=n__ • ? ?ii lex) _t?---
si?, i? ry l3 storl?s or essr.l ,
pulldln9 Glassl•flcallon: tyPe nl ? 9 ' • . r 3 Storlesl __
?-
! (eve
IIOTc. Complc?c ?ijcs 3 aLd h f'Irst. (otlicr)---_.,,--_----- . • , ' •• . .
GEIIEM?t^nTl()ll ? u • v , , . ?
??? _?JQP •?'?!1?5-r t . . .
1. Pu??d?up Pcrlwclcf
2. ValI i'cl9ht ?9?'owi? Co cavc? 2 . • .
rt. ? r
ft.Z ? . .
I. x 2. (aLove) ?,7roas ?l I arca ? .. O' ,7 1'00( -G. (ioor area
?3 Wa
I,. [1?IIJIn-i Jli??enslons ---------- ? ? ?_? ? •,?,? .rt2
? - Floor lolsc slxc i2 x- u(st roa '
a Illm .
Squafe foot arca o8 rlm JolaC X rctlmcler a
, . . ?• ?
5,
. • . ? ? 12 15(0 . . ' • , . .
• - ? ??.?' ? ? ' ?r't. .
'?. poors nrCA . . In. U (actor. + ` `('eflwcleY ' •
? TYI'c oF Lons[?uct?m? ,
Haiw(actW'cr . • • .
' ? 'f?. . . . . . •
Total door's pe?lmcler , ?
stoce orprovcJ?
?---; ?
0. 1llnJowis: Ilanufacturcr
2
U(aclor 2 IIUItP[R OF . TOTAI- FE€T .
niIen l?`t. 1 unlTS ' • ',
? • 7Yr@ ' SI2E• . EACII ' •
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? ?,??_= 25??L? = . ? . • ' F?.z.
loLal 1. , ..
. x__.?-?. • .
• \M01 x ?? z
'
lo. Flr?pla?c arcat ? ? ' Ft.
. . . i x ( > ics
IlA'Jof? fi€IIuTi? "CI'fGIT
l l. ExpoSed ('o"lld ISI'RE4UIREDrFUIi?tAl.l_r11C L15EP.
I IILH, 1
CUIiP?EYIDII Of
IOVEO 1lIIEIIE EIIEItGY, Ol't1Ell TIIAII 111E Ii11111V?L CUI)L ?LLPV?
? '
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13
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frapiiuy arc'a <?`l?S 2(? f1.2 ' ' ?`fj?l•??
? °I ? ;7 ? •X n ? _,_.__...-_ .
Gross ??al?,area -?.y.r rf fL? U wlnJo??? a ? Jl .
1lliiJo.i arca • olst ? ?? X
? I eL? ? ft.2 u rtm J ?? , •. ,^?l_.
Rlm Jo1st area A! 2. area ?• , ll',x A••• ?
ft. U ?oor ° ' ?" ' ;. 1 1 ??L
n ??u x n
. Door 2
11.F'LI?ep10?e•
,(1?•
F6t?e?ita?L'•a?ca A 2., O lp ' U x
Q? I G L ft. U(oundatlon °I ?7 ?. .
p`6 U x
ExposeJ1 fouiiJaLlon A-_I-.--? , 2 U framtug aroa °-i • ?,
Framing arca A_. ??=?5?? 1? ,. p ?2__ll x A• .
tt. . lJ walll°y-? ' /'7 L 1? J
' U x A t L
IIeE aiall mrca A
d •.-
' ? , 1 a ulluaiaUlc U x A/coJe
lex • „'?. . 1'
1q Gross +i?11 area z 0.11 (n-1 s1i?91e fnwllY L??P
(1]. al,ove)? %." 0.23 (A-2 qllwer' resldeatlal) . . . .
.
. :x z3
x . J?I??UTUII, Ilust Ue ler9er lban
. • '.4l? (Ov?r ? storles?
? n? 7 L °F, 1711 aLove.:-?
' u cpjg.? or tite. ?sa?ne a s j .
. n .... . .? - '°1_?- .
Celllnc frauiln9 arca (A() equals 10x of cc111n9 5' .'
r. . ?
15: ? . l . „
. x ?
15A. Gross cc111119 arca ? ??? -- ?' • ? ?? ft.2. ? . . ' .
15? ? Jo{sL are? (Af?. ° 10: Ccllln9 aYCa ° ----- ?-" (t.z ' ' • ,
15U) ^ ? ? • .? r? '
ISC. Ilct ce111n9 a(ca (Ac) (15A -
u «X n ??.^ ,._.__. . ?o _ 1.- ,-'_._? • . .
/?
U (rawln9
?`1
x ......... •...?. ! '1_.?? •.
x ................. . . . . . ?-?'=?J• ? . .
15U. TOIAI_ tl 11
duplex =;coJc alloriab}c
1G. Ccilln9 area (l5A) x 0.0"LG (?-1 s{uplc fnmllY .?'r .
' . X 0.033 ollter resldenllal): . .
? . 0;06 (ollter) " ?Q`UII Ik?sE be ?ar9er llian:lSD (above
. ?x .. ?caL?o (or tlie• same •-nk
x 11
?15A? :j unJ-?1.? ? •
? vsluos ?
n i-_' o1>tnlncJ fro??? po9es I, ?? ..
IIOTE: Usc U anJ A volues . ?•?•• (octors ond ?
o?- ?xcecJs lhe Stola of Nlnnosots .
CEIITIFI f.Allf)I1? 1 I?eieby [efllfY lliaC ? calculoted !?e
Tcfe?i? an?1 t6;?1 l6e bu?Id1???J h??'u '•IcseYlLud,m??ls .
EiieCJY Cui?scryatly?? Ac[. , ' ' ' • • • .
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1? ' • • . "• ' ' . .
1 Slnq?? ylass = 1.171 ti?llh slonn tilWlon+ .?A . . ,.
J doul,le 91as5 ? ?.41
1 lrlple glass ;,
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lll ?xlerlur tilalls ceS?ings u(
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, 1 Pionacr Eneine_rins 6819488 P.02
. . .
2422 Enterpriee Drive
? Mendota Helghts, MN 55120
* PlONEER (812) 681-1914•Fax 6$1-9489
4AN0 SIIRVEYORS - qNl? ENGINEERS
_I a???nc8r ---- ?? LANO PLANNEF9 • LANOSGAPE ARCHIiECTS 625 Highway 10 Nortfieast
} * BSaine, MN 55434
(612) 783--1880•Fax 783-1803
Certificate of Survey for: JOSe,ph M. MIllf:l" COC15t1'UCtIOCI CO.
House Address: 900 Sunwood Court Eagan MN
Model Name: Vanderbilt 2
._.-._... .,_:x /
`]?..AN_ .. < - -. ?
-, . ?-1?-?::. ........?....?.
r suNw00p ??uRT
? ` p R 55.oa B9H,
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I)J"?
?b", D3
-z-°??,9ay9g
..r
ats RIjdG\1
209.01
s 9s^19'22' E
?
?
/
x aoo.a Denotes Existing Efevation PROPOSED HOUSE ELEVATION
oao? Denotes Proposed Elevation Lowest Floor Elevation:894:2Z
Denates Drainage & Utility Easement Top of Block Elevation:90j,33
1?enotes Drainage Flow Direction
---o- Denotes Monument Garage Slab Elevatlon: °102.p
-ra- Denotes Offset Hub Bearings shown are assumed ?
LOT 3, BLOCK 1 SUNRiSE HILLS
DAKOTA CoUNn. MINNESOTA 2 N D A D D I TI 0 N
I n.rrty certify thyi <his survey, plan or repoit ws?s?Gp ? epared by m,?e pur under my direci cuqpervision end thec I em duly Reglsoered Le??tl Surveyor
under thc iaws of the :ta:e ot f1innesore. Uyted thisy=iday of -?T k{ - A.O.
r,e??. y(zz(9z p,dc{ rm'?5+ic-{P„s !..
rza.,se
SC V I e. 1 inCh= 40f(?'et ROBE 9 CN L5. R?ci. NO. Id891
?
D47 91039.03
. ' CITY OF EAGAN
L _ _3 B ? pMECHANICAL PERMIT
SUBD. /.LLL d-ric{ (612) 681-4675
RESIDENTIAL
RECEIPT # / 0S?'S
DATE ? 2-
PLFASE COMPI,Ei'E UpPER PORTION ONLY FOR SINGLE FAMII,Y DWELI.INGS. AISO, COMPLETE FOR
TOR'NHOMES/CONDOS WHEN 5EPARATE pERhiITS ARE REQUIRED FOR EACH DWELLiNG UNTf.
OWNER. JOE MILLER HOMES FEES
S11'E ADDRESS:
900 ? ??rL- ADD ON/REMODEL (EICISTING
CaNSTRUCnoN oNLY) $ 15.00
INSTALLER. GENZ-RYAN HEATING HVAC: 0.100 M BTU ? 24.00
pHONE #: 423-1144 ADDI1'IONAL SO M BTU 6.00
ADDRESS: 14745 South Robert Trail GAS OUTLEIS - M[NIMUM 1@ $3 EA. . 6 ad
CI1'i': RosemounL ' ZiP: 55068 SURCHAItGE: $ .30
SIGNATU • ,'- ' TOTAL: $ ?i0 5 0
COMMERCIAL
PLEASE COMPLEI'E THIS PORTION FOR ALL COMMERCWIINDUSI'RIAL BUII.DINGS. ALSO COMPLEfE FOR
APARTMENT BUILDINGS OR OTHER MULTI-FAMILY BUILDINGS WfIEN SEPARATE PERMTIS ARE NOT REQUIRED FOR
EACH DWELLING UNIT.
WORK DESCRIPTION: CON7'RACT PRICE:
1% OF CONTRAGT FEE. FEFS
STATE SURCHARGE IS $.SO FOR EACH
$1,000 OF PERMIT FEE.
$
PROCFSSED PIPING • $25.00
MINIMUM FEE • $25.00
$
OWNEIL TOTAL• $
SITE ADDRESS:
1'ENAIVT:
SiTTl'E #:
INSTALLER
ADDRESS:
C11'Y: ZIP:
PHONE #: CI7Y SIGNATURE:
SIGNATURE: 11
CITY OF EAGAN
3830 PIIAT &HOB ROAD
' EAGM, ENN 55122
PHONE: (612) 454-5100
... . .. ...
&? ?. . .... .
?
1144
PLEASE COMPLETE VPPER PORTION ONLY FOR SINGLE ' FA2fILY
TOWNHOMES/CONDOS WHEN pggHlTg ARE gEQplggD g0& EACH IINIT.
WORK DESCRIPTION
NEW CON5T V?'
ADD ON _
REPAIR _
OWNER NlsME: JOE MILLER CONSTRUCTION C0. INC.
SITE ADDRESS: 900
,t,c•,?.,?,,,,,?I? C?i;?'
wr: 3 szocx / susn.;LM-A-44D gl,?'??,
INSTALLER: 6ENZ-RYAN PLUMBING & HEATING C0.
nDDRESS: 14745 South Robert Trail
CI'rY: Rosemount, MN ZIP: 55068
F-:ONE #
FOR CITY IISE ONLY
PERMIT iR
RECEIPT # 105 .S
DATE: J f
DLTELLINGS
COMPLETE THE FOLLOWING:
N0. FIXTURES EA, TOTAL
ADD•ON MINIMUM 15.00
? SHOWER 3.00
-7 WATER CIASET 3.00
BATH TUB 3.00 ?
J LAVATORY 3.00 ?
? KITCHEN SINK 3.00 3
? LAUNDRY TRAY 3.00 ?3 `'a
HOT TUB/SPA 3.00
? WATER HEATER 3.00
?
? FLAOR DRAIN 3.00
GAS PIFING OuT.
? (MINIMUM - 1) 3.00
? ROUGH OPENINGS 1.50 50
oxxER
_ WATER SOFfENER 5.00
_ PRIVATE DISP. 15.00
_ U.G. SPRINKLER 3.00
SUBTOTAL $ S? ? o
ST. SURCHAFtGE .50
TOTAL: S f,J ?
PLEASE COMPLETE THIS PORTION FOR ALL COMZSERCIAL/INDUSTRIAL SIIIL?INGS AND
M[JI.TI-FAMILY BIIILDINGS pHHp SEPARATE PERMITS ARE NOT REQIIZRED FOR EACH
DWELLING iJNIT.
CONTRACT PRICE:
eW-MEx rAM::
SITE ADDRESS:
LOT; SIACK _ SUBD.
INSTALLER:
ADDRESS:
CITY:
PHONE
FOR:
ZIY:
FEES
18 OF CONTRACT FEE.
STATE SURCHARGE - $.50 FOR
EACH $1,000 OF PERMIT FEE.
$25.00 MINIMUM FEE.
CONTRACT PRICE x 19 $
STATE SURCHARGE $
TOTAL:
$
(SIGNATORE)
CITY OF EAGAN
L ? al ? n CITY OF EAGAN
PLUMBING PERMIT
SUBD. (612) 681-4675
0
PLfiASE COMPLETE UPPER PORTION ONLY FOR SINGLE FAESILY DWELLINGS
WHEN PERMITS ARE REQUIRED FOR EACH UNIT.
WORK DESCRIPTION
1QEW CONST ?
ADD ON
REPAIR _
OWNER NAME :?Gti'f ?'1 O f i'? Gl.?
SITE ADDRESS:
?
INSTALLER: vi e-4
nvnxESS : 4,,2 ? a L6 ,,_,,.-,z 4? S?
CITY: 12 / w ZIP: ' 4/ ?-?
PHONE 4. 6? I5?
STATE SURCHARGE .50
r S?
TOTAL: $ /S l
PLEASE COMPLETE THIS PORTION FOR ALL COMMERCIAL/INDUSTRIAL BUILDINGS. ALSO FOR MULTI-FAMILY
SUILDINGS WHEN SEPARATE PERMITS ARE NOT REQUIRED FOR EACH DWELLING UNIT.
WORK DESCRIPTION:
OWNER NAME:
SITE ADDRESS: _
TENANT NAME:
SUITE #:
INSTALLER:
ADDRESS:
CITY:
PHONE
FOR:
CONTRACT PRICE:
1% OF CONTRACT FEE. ,
STATE SURCHARGE - $.50 FOR
EACH $1,000 OF PERMIT FEE.
$25.00 MINIMUM FEE.
CONTRACT PRICE x 1%
STATE SURCHARGE
ZIP:
RESIDENTIAL
TOTAL:
$
$
(SIGNATURE)
CITY USE ONLY
RECEIPT ? C? ?9 -7y
DATE
ALSO, FOR TOWNHOMES AND CONDOS
COMPLETE THE FOLIAWING:
N0. FIXT[/RES EA. TOTAL
REPAIR/ADD ON 15.00
_ SHOWER 3.00
_ WATER CIASET 3.00
_ BATH TUB 3.00
_ LAVATORY 3.00
_ KITCHEN SINK 3.00
_ LAUNDRY TRAY 3.00
_ HOT TUB/SPA 3.00
WATER HEATER 3.00
FLAOR DRAIN 3.00
GAS PIPING OUT.
_ (MINIMUM - 1) 3.00
ROUGH OPENINGS 1.50
OTHER
WATER SOFTENER 5.00
_ PRIVATE DISP. 15.00
U.G. SPRINKLER 3.00
_ W. TURNAROUND 15.00
CITY OF EAGAN
1c:9t„JF"W'f•'0.K
C,i'T'r' i!i" J
l.illi'Ft. qi't•..`Pz(-11. ?eC,I; 1't?S
P..^.;'C;::.II :i.'I./I.'i??r.li.3 I;.F?.?-:• . ?..'.:.?:i??
,.LI I;
1!fid°d.- „ AL1._Lf.?ri I71:.1 ':,:I,r,;i:, T^!C
f.fi 900 ;,UNIP•,i:.t]" ...i
'.;flill. I•."':I*II'',.Y(; r"?'
A
.??M i. Ji;tl ?F'Y• iV:?n::$?n:'? ?C'4: ?, ?n,V,.fa4 7p ?p?? ??:`,,::"?m:Y• i<? ?F ??Y::?( ?? 9F.Yn :4, ?:°. §
CITY OF EAGAN
3830 Pilot Knob Road
Eagan, Minnesota 55122-1897
(651) 681-4675
SITE ADDRESS:
PERMIT
PERMIT TYPE:
Permit Number: B U ti L D I N G
0 74G)30
Date Issued: 11 /16F98
9 0 0 SUNWOOU Cl'
LOT: 3 k3LOCP:s :t
S WIVk IS E H:[I.I.S ?PlLI
P,l.N.: 10-72983-030-01
DESCRIPTION:
TWO l=IRE.PLACFS
Bk.iildinq Pcrmit Tvpe FIREP4ACG
$uilding Wo+k Type NEW
'Csnsus Gode 434 AIT. RESIUENTTAL
?
?
.,
f
?
REMARKS:
CNTMN11'f/(-I.UE MUST iiE IfV5PECTCp f3F'i'09E CONCEFILTIVG.
FEE SUMMARY:
Base Fee $50.00
Surcharge ._1,5P,
Total Fee $50.50
PONTRACTOR: _ A„plicane - sr. i_Tr.. OWNER:
F"IRESIUE CURNkR 'CNC 16331042 20090911 HOLMHY f'fi7
2700 N FflIRVTIW AVE 908 5UN6J000 C'1"
ROSEVILI.E MN 55113 EACiAN rIN 551,2 i
(612) 633-1042 (651)688-25211
Z hereby acknowledge thet :C have read th5.s apblicaT.ion and state that the
intormation ie corrert and agree to romply with aSl applicabl.e State,of Mn.
L Statutes and CiL'y of Eagan drdinances. J
?4-'
APPLICANT/PERMITEE SIGNATURE SUED BV SIGNATUR
O 3 (?
CITY OF EAGAN
3830 PILAT KNOB RD - 55122
1998 FIItEPLACE PERMIT APPLICATION
681-4675
r-
DATE: L
,??'jfZ• IIJ?? O/Q
DESCRIPTION OF WORK:
JOB ADDRESS:
Construct new fireplace
_ Instali eas insert oniv
Other
s E,-D .?
>> - iL -Tg-
PERMIT FEE: $50.50
_ Alterations to existing
_ Install gas line onlv
LOT: BLOCK: SUBDIVISION/P.I.D. #: Suv\YIS-e I? ll; al?
APPLICANT (circle one only): OWNER CO?d'1 CTOR
I hereby acknowledge that I have read ttris application and state that the information is correct
and agree to compiy with all applicabte State of Minnesota Statutes and City of Eagan
Ordinances.
Nawe: A(7 J?Vi CL? Ul Oi± Phone #: ' p?t?U[J?
PROPERTY as-L t _ ,.jr First
OWNER
Signature:
Street Address:_ 4 h?? f ?j?? ? y?•
City LcLG a n State: ? Zip:
ComPanY? ? (1 6one #:
FIREPLACE <
.
INSTALLER Signature:
Street Address:. 27 Rk3' D 01 ? i4u) v) I `-? License #_oC
ciry Ip CA rr1 sr ) e\' state: fix/_ zip: ??33
P
GAS LINE
INSTALLER
Street
NOV 1 6 1998
'-_t._ ?? "•
OFFICE USE ONLY
BiJILDING PERMIT TYPE
? 14 Fireplace
WORK TYPE
0 31 New 0 33 Alterations
? 32 Addition ? 34 Repa'v
GENERAL INFORMATION
Census Code. 434
SAC Code 01
REA'IARI{S
Chimney/flue must be inspected before concealing.
CLAitt VOUCIIER - REFUtnJ RLQl1F,ST
CI7Y OF EACAt7
CLAI!IANT TIM CAGNEY
ADDRE55 7015 WASHBURN AVENUE SOtJTH
RICHFIELD MN 55423
Location
Receip[ 17o./Da[e
Reasen fcr ReFund
Tt•re oE Refund
1
i
900 SUNWOOD COURT
L3, Bl, SUNRISE HILLS 2ND
C019747/7-6-92
REFUND OVERPAYMENT OF PLUMBING PERMTT
Electrical Fermit
FlumbinR i`ermit
Tlechanical I'ermit
Surclinrqe
Wa[er Connnction Permit
Sewer Cnnnoction Fermit
Account Deposi[
Utility Accoun[ Over-rayment
Other:
O1-3211 S
01-3212 S 10.00
01-3213 S
01-2155 $
20-3713 $
20-37G3 , $
20-2252 $
20-2250 S
S
$
SO?AL $ 10.00
] declnrr under the renalH es of ]:+w that this account, claim or demand is just and ,
thnt no part of it has been naid.
'L 8 / 14 / q 2
gn'ture Date
MINNESOTR
Minneapolis
Hi6bing
St Cloutl
Rachester
St Paul
BMunTM
ENVIRONMENTAL LABORATOHIES
ir?m?w+re
RFiILIRTEO OFFICES
NOATHOAHOT0.
8ismarck
Williston ?_ -
Minot _, - - . . .. , . ,
MONTANA - . . . , , 07
co
8illmgs _ ,.
eozeman .
ILLIN015
?
Chicago Jd2111a2'y :'1;:7y?-? 198?: _
,J
WISCONSIN -
Milwaukee
,L.,-_ „??L, -
Somerset - ? ,?j
Ouality Services Stnce 1957
ENVIRONMENTAL TESTING
AND CONSULTING SERVICES
Reply to address/phone N:
6800 South TH-169
post Office Box 35108
Minneapolis, P4N 54635
(612) 941-6491
RogerV Blomqws[ Ph City o3830 of Eagan
PaulR Book CPG Pilot Knob Road
JSBraun,PE Eagan, r4I 55123
cc Kruse.Pe Attention: Mr. Mike Foertsch
Anne L Ochs ? IQ ?Y? 0 5
Gregory G Olson
AFFILIRTEO COMPANIES
sraunengineermg RE; E88-785 ENV2RONMENTAL SOIL BORING
Tesung
Braun Pavemem INI7$STIGATION
iechnologies Inc Sunwood Court Cul-de-sae
Wescott Hills Drive
Eagan, DIIN
Dear Mr. Foertsch:
Nn, el-rt Mµ
Svn or. $• Ratrn6y
In accordance with your authorization, Braun Environmental
Laboratories, Inc. (BRAUN) conducted environmental soil
borings at the referenced site (Site). The location of the
Site is shown on the attached map. The purpose of these
environmental soil borings was to identify the presence or
absence of contaminated soil associated with the fuel
pipeline on the Site.
Three standard test penetration borings (ST-1, ST-2, and ST-
3) were completed at the Site. The results of the borings
are summarized in this report.
Soil samples obtained during the boring operations were
scanned for the presence of volatile organic compounds
(VOCS) by an on-site technician using an Organic Vapor
Analyzer (OVA). No indications of existing soil
contamination were encountered durinq the boring operations
at the Site. OVA results are summarized on the attached OVA
Field Data Sheets.
Please refer to the attached report for a complete
discussion of our analyses and conclusions.
c
E88-785
City of Eagan
-2-
January 17, 1989
We appreciate the opportunity to provide our professional services
on this project. Should you have any questions regarding the
contents of this report, please do not hesitate to contact us at
(612) 941-5600.
Very truly yours,
BRAUN Environmental Laboratories, Inc.
4. I
Gregg A. Roch ford
Environmental Geologist
Paul R. Book, CPG
Environmental Geology Manager
Attachments: Site location map
Site sketch
Soil boring logs
AS1'M D 2487
GAR/PRB:jas\E88-785
FuM7 =Uff
E88-785
City of Eagan -3- January 17, 1989
RE: E88-785 ENVIRONMENTAL SOIL BORING INVESTIGATION
Sunwood Court Cul-de-sac
Wescott Hills Drive
Eagan, MN
A.
A.1. Purnose: The purpose of the environmental soil borings was
to identify existing subsurface contamination at the Site based on
the Scope of Services outlined below.
A.2. Scooe The services provided for this project consisted of
the following:
- Three standard test penetration borings (ST-1, ST-2, and
ST-3) were conducted on the Site, and
- Visual inspection and on-site monitoring of the soil
borings with an organic vapor analyzer (OVA).
Based on the results of these activities, this environmental soil
boring report was prepared.
A site history investigation was not within the scope of services
for this project.
A.3. General Geoloaic Conditions: Surface deposits in the area
of the Site consist of end moraine deposits associated with the St.
Croix Moraine of the Superior Lobe, Late Wisconsin Glaciation
(Hobbs, Goebel, 1982, Geologic Map of Minnesota, Quarternary
Geology).
The Ordovician bedrock surface below the area of the Site lies at
an elevation of approximately 600 feet above mean sea level. The
surface elevation at the Site is approximately 900 feet above mean
sea level, which indicates a depth of approximately 300 feet of
unconsolidated glacial till.
n
[BRAII-I
E88-785
City of Eagan -4- January 17, 1989
Local groundwater flow was not determined. However, regional
groundwater flow may be toward the Mississippi River to the north.
B. TESTING
B.1. Borina Locations and Elevations: The borinq locations were
selected on the basis of underground utilities and the location of
the pipeline. Locations of the borings are shown on the attached
site sketch. Elevations for these borings were taken using the
manhole, located in the cul-de-sac of Sunwood Court, as a 100-foot
reference.
B.2. Field Testina and Samolina: The penetration test borings
were performed with a truck-mounted core and auger drill. Sampling
for the borings was conducted in accordance with ASTM D 1586
"Penetration Test and Split-Barrel Sampling of Soils". Using this
method, the bore hole was advanced with the hollow-stem auger to
the desired test depth. Then, a 140-pound hammer falling 30 inches
drove a standard, 2-inch OD, split-barrel sampler a total
penetration of 14 feet below the tip of the lead flight of the
hollow-stem auger. The blows for the last foot of penetration were
recorded and are used as an index of soil strength characteristics
and for stratigraphic correlation. Samples were taken at 5-foot
intervals to the termination depth of the borings.
B.3. Groundwater Measurements: Immediately after taking the final
sample in the bottom of the boring, the bore hole was probed
through the hollow-stem auger to check for the presence of
qroundwater. Immediately after withdrawal of the auger, the bore
hole was again probed and the depth to water or cave-in was noted.
The boring was finally checked and then backfilled in accordance
with the Minnesota Department of Health Water Well Construction
Code prior to leaving the Site.
B.4. Soil Classification: Soils encountered in the borings were
BRAuRM
E88-785
City of Eagan -5- January 17, 1989
visually and manually classified in the field by the crew chief in
accordance with ASTM D 2487 "Unified Soils Classification System"
and ASTM D 2488 "Recommended Practice for Visual and Manual
Description of Soils". A copy of ASTM D 2487 is attached. All
samples were then returned to the laboratory for review of the
field classifications by an environmental geologist. Representative
samples will remain in our Minneapolis office for a period of 60
days to be available for your examination.
B.5. Contamination Detection Procedures: During the field
sampling, soils were inspected visually for unusual staining as
well as scanned with an OVA to determine if hydrocarbon vapors were
present.
C. RESULTS
C.1. LoQS: Log of Boring sheets indicating the depths and
descriptions of the various soil strata, the penetration
resistances, and water level information are attached. The depths
shown as changes between the strata are approximate. The actual
changes may be transitional, and the depths of the transitions
likely vary horizontally.
C.2. Groundwater Measurements: Groundwater was encountered in the
soil borings at depths ranging from 16 to 18 feet with the
hollow-stem auger in the ground.
C.3. Soils Encountered: Generally, the soil borings encountered
sandy silt, fine- to medium-grained with some roots and pshbles.
ST-2, taken in the bituminous pavement of the cul-de-sac,
encountered approximately three inches of bituminous and the
underlying sandy silt fill. Below this fill was approximately 18
feet of poorly graded sand which was considered to be fill, added
pursuant to pipeline leak associated soil abatement. The mottled
soils encountered in ST-3 may have been displaced from the area of
ST-2.
BrAun]
E88-785
City of Eagan -6- January 17, 1989
C.4. Contamination Detected: Hydrocarbon contamination was not
detected in the soil borings with the OVA meter. Further analysis,
therefore, was not conducted. (See attached OVA Data Sheets.)
D. CONCLUSIONS Our on-site observations revealed no unusual
staining in the soils sampled. In addition, the scanning of soil
samples did not indicate detection of hydrocarbon vapors in the
soil borings. It appears that the soils sampled are not
contaminated with VOCs or petroleum product.
E. GENERAL The analysis and recommendations submitted in this
report are based upon the data obtained from the soil borings
performed at the locations indicated on the attached site sketch.
Subsurface contamination was not detected in our borings. Based
on the existing pipeline locations, the borings were placed in
areas that would not disrupt underground utilities and, in our
opinion, would best intercept subsurface contamination.
Services performed by the geologists and environmental scientists
for this project have been conducted in a manner consistent with
that level of care and skill ordinarily exercised by members of the
profession currently practicinq in this area under similar budqet
and time restraints. No warranty, expressed or implied, is made.
*"_U__ffJ
Page 1 of 2
OVA Field Data Sheet
Project Number: E88-758 Date: 12/21/88
Location: Sunwood Court Cul-de-sac Auger Steam Cleaned? Y N
Weather Conditions: Split-Spoon Cleaned between
Calibration: samples? Y N
Borinq ID: ST-1 Method:
Head Space
Depth of Auger Cuttings Split-Spoon Analysis
Sample fp oml (ppm) (pnml Notes
2.5 0 0
5• 0 0
10. 0 p
15. 0 0
20 0 0
Location: See sketch Date: 12/21/88
Weather Conditions: Auger Steam Cleaned? Y N
Calibration: Split-Spoon Cleaned b*aeen
Boring I.D.: ST-Z samples? Y N
Method: -
Head Space
Depth of Auger Cuttings Split-Spoon Analysis
Samble fo oml (nvm) (ppm) Notes
2.5 ' 0 0
5• 0 0
10. 0 0
15. 0 0
20. 0 0
BRAun]
Page 2 of 2
UVA Field Data Sheet
Project Number: E88-785 Date: 19 91/RR
Location: See sketch Auger Steam Cleaned? Y N
Weather Conditions: Split-Spoon Cleaned between
Calibration: samples? Y N
Boring ID: Method:
Depth of Auger Cuttings
SamAle (DAm)
2.5 0
0
10. p
15. p
20. p
Split-Spoon
(ppm)
0
0
0
0
0
Location•
Weather Conditions:
Calibration:
Boring I.D.:
Head Space
Analysis
( TJA2R )
Notes
Date:
Auger Steam Cleaned? Y N
Split-Spoon Cleaned between
samples? Y N
Method:
Head Space
Depth of Auger Cuttings Split-Spoon Analysis
Samole (ppm) (pAm) (ppml Notes
[IRABI]
(ID
ST. PQUL SW QUADRANGLE
M[NNESOTA
7.5 MIIYUTE SERIES (TOPOCRAPHIG)
SWH 5T PAUL IS' OUADRAI+GLE
gmun
E88-785 City Of Eagan
Sunwood Court, Cul-de-sac to west
of YJescott Hills Drive
Eagan, idinaesota
N
?
? - Boring Locations
ST-3
? H
a
A
?
51' a
H
-----__-_"-_ r
H
F
O
SUNWppn COU.RT u
54 93'
29'
60' ST-?
9'
ST-1
°ita' 3an 188
E88-785 City of F,aqan
Sunwood Court, Cul-de-sac to west of Ravimd:
BRAH? WescotL tiills Urive GAR
Eagan, Pfinnesota
Not to
Scale
momi
LOG OF BORING [BRAUHI
EIMaINEERING TESTING
PROJECT: E88-785 E'NVIRONPIENTAL SaIL BORINGS BORING: ST-1
City of Eagan
3830 Pilot Knob Road LOCATION:
Eagan, hIIV 55123 See Attached Sketch
DATE: SCALE: 1- = 4'
ASTM Tests or Notes
Elev. Depth D2487 Description ot Materials BPF WL
100.4 0.0 Symbol (ASTM D2488)
98.9 1.5 ? FILL. SILTY SAND, brown, frozen. BENCH MARK: Hydrant
t
t
d
f
l
wes
en
o
a
cu
-
97.4
3.0 ML FILL: SILT, with Roots, black,
finm Tonsoi>> de-sac on Sunwood
Court.
NII. SANDY SILT, fine- to mediun-
grained, brown, moist, stif£.
95.4 5.0 G i 14
h1L SANDY SILT
ediun-
fi
- t
,
ne
o m
grained, with Gravel, brown,
moist, very stiff.
(Glacial Till)
90.4 10.0 21
ML SANDY SILT, fine- to mediiun-
grained, with Roots and Gravel,
brown, wet, very stiff.
(Glacial Till)
85.4 15.0 27
MI. SANDY SILT, fine- to mediun-
grained, with Gravel, brown,
waterbearing, very stiff.
(Glacial Till)
- 301
IND OF BORING
Water level down 16' with 20' of
hollow-sten auger in the ground.
Water level down 16' irtmediately
after withdrawal of auger.
Boring imnediately backfilled.
LOG OF BORING HKAVII
ENGINEERING TESTING
PROJECT: E83-785 ENVIRONMENTAL SOIL BORINGS BORING: ST-2
City of Eagan LOCATION:
3830 Pilot Knob Road
Eagan, hIIV 55123 See Attached Sketch.
DATE: 12/21/88 SCALE:1" = 4'
ASTM Tests or Notes
Elev. Depth D2487 Description of Materials BPF WL
98.1 0 Symbol (ASTM D2488)
SM FILL: 3" BITUMINOUS Pavgnent
overlying SILTY SAND, brown.
96.1 2.0
SP FILL: POORLY GRADED SAND,
mediian- to coarse-grainecl, with
Gravel, brown, moist, dense.
93.1 5.0
SP
LY GRADID SAND
FILL
O
P 23
,
:
O
R
medium- to coarse-grained, with
Gravel, brown, moist, mecliisn
dense.
88.1 10.0 15
SP FILL: POORLY GRADED SAND,
mediinn- to coarse-grained, with
Gravel, brown, moist, loose.
83.1 15.0 8
SM SILTY SAND, meditun- to coarse-
grained, with Gravel, brown, wet,
loose.
(Glacial Till)
7%.6 20.5 - 5
EfdD OF B(?RING.
Water level down 18' with 20' of
hollow-stem auger in the ground.
Water level down 18' irmediately
after withdrawal of auger.
Boring i.rmediately backfilled.
LOG OF BORING UKAVH
ENGINEEHINC TESTNG
>.
0
0
c
E
m
m
>
8
U
m
a
a
c
m
c
.0
?
?
m
`o
N
m
?
a
a
.
m
c
c
84.9 ?
v
c
m
r
a
m
¢
m
m
cn
PROJECT: E88-785 ENVIRONMINI'AL SOIL BORINGS BORING: ST-3
City of Eagan LOCATION:
3830 Pilot Knob Road
Eagan, MlV 55123 See Attached Sketch.
DATE: 12/21/88 1 SCALE: - = 1
ASTM Tests or Notes
Elev. Depth D2487 Description of Materials BPF WL
Symbol (ASTM D2488)
SM FILL: SILTY SAND, brown, moist.
100.4 5.0 7
SP FILL: POORLY GRADED SAND,
medii.un to coarse-grained, moist,
loose.
95.4 10.0 Zg
r9L. FILL: SANDY SILT, meciitun-
grained, with Gravel, brown
mottled saith white, moist, very
stiff.
90.4 15.0
25
MII., FILL: SAIJDY SILT, mediiun-
grained, brown, mottled with
white, moist, very stiff.
- 0 *grained, brown, wet,
IND OF BORING. very stiff.
(Glacial Till)
Water level down 18' with 20' of
hollow-stem auger in the ground.
Boring iamecliately backfilled.
Descriptive Terminology
„A'1 M Designation D 2487 - 83
SWndard ard Test Method for
CLASSIFICATION OF SOILS FOR ENGINEERING PURPOSES
s m, cusvnunax
LA II'FIP fOA a53:6x1rv6 640VG SYMB06 00 IROUG
f R00V nlln[5 IISIx6 UADIAiPiY iE515 a SYnBOL GRWV XMf 0 I
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4v5 "an 5t "nez - s. ucn-q,a?ee q+ret ?
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e
feo[t?on
.ne , L, < A anE/o, 1> C, > 3< GP Pomly yraEeE g?avel ?
- ?
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,
IFPVELS Ylin 'INiS I fines cIass,f s Mt o. Mn
Gn
S:It vel ?.9.?
I_ ro.e man izx r:'e: v,nn Iia:nrr a: a o, cn sc n,xr s.ere? +.s-H
'
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ano oio:. _, o. ma.e c p,, o,y
'
SILLS A10 0..Fr5 nargam? a" Ifne ]
ueo+a t"e v? a o, cims oeio. 'sin,e z snv t' m
inah sm
'
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u9.n i_ i. m
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. .
o, t1??, o1 o. .... . L, .I :I„ t.?.m
F
I
SL`£ .:.: ..f°S i
- o•qa?,? I
! LIao': ' P. oTo., >r.1o. -a- i,re n. [iasnc s?u v.im
501 o--v¢
- ua?,a i?mm- er,m
0ls
-
- ox a
ar
aean c
?
me m?? - ?oi ar?ea
a a ?. ?. m• c
s
no
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` Mgnlyor9ama s ? org
am
3zaeG a
t .ng t - n I15-w) s
E !! (+el^ emple?c neE fJ.L?ex e Wule erS..V
c?a.ei,. aJ4 'ntn 'oL:lei an0/or Laulaa's" [o qro" nane
, °?zz?? ?ai ,mmo„
or-en e?i?q eaea o.ei . s?rt
(i'-6C etl graaea grarel r?tt clay
G4-LM1 poa??y graae4 g.eve'? e•I[
o. SaGP-6L PoS to 4P1 r? Q?ave x?t tlaY
r¢QU?^e dual S„nLols
SYSSM,?.¢IL gra taC ??tR 5?1t
a-s: .en g.a°? s. ..u• aa,
sP-'x ooo.'.y s?aeee sena •Ith :ni
5V-5r poo?'?y 9?wea z clay
e f-'fi0 D10 c. 10' ?
r it :c?i : ? ux s aao ',ItF ana' m y.ouo ?
g i? r??es ?.Iiy „ a-i??' U,?eoi ?c-rr. sC-v? .
i? n?es a o11n1 .ec -nen a Od' i n?ez^ ?o
qro?o ?
H so+l c ) lii 1 9ral. aEG'nrtn 9rarel" to 9?ou pN
J If Flle1pe.g?'?Rits plo[ m Fatcnee ar ml i a CLVI, s?i..Y cLaY.
t 1f so?l c i 15 to 29S plus Ib 200, aEE "nl[h s ntn grarel" Ki?[?ever ti preaamnmt.
1 H so?? c ]os plue N[ t00, prMCnlnan[ly sa aaaseMy' ta qrou0 ?
N soil c rs S 30i Drvs Mo '00, pretlmmantly 9ra e. aEE "graoe:ly" o 9rou0 nne
?i > a e„ Paoi. o• oE mme `ai"e.
Pi Z a o?e?ots oeo. •a' iiFe.
o. vi oiot?o ?z ?e
n_
e. P? cmix e.iE. ?:FO.i?n..
60
M 50
w
o ao
z
r
? 30
N
a zo
a
ia
0
00
io ie zo w aa sa co 70 ao so iao uo
LIOUID LIM17 (LU
LABORATORY TESTS
PARTICLE SIZE IDENTIFICATION
8oulders .............. ....... over 12'.
Cobbles 3 to12
Gravel
Coarse .... . . . . . . . .... ..... /.. _ 3..
Fine .............. . ............. No 4 - 'r?
'
Santl
Coarse . . . .. . . ... .. .. .. .. .. .. .. .. . No 4 - No 10
Medium ............. ... ... . . No 10-NO 40
Fine ... ............. ........ ... No 40 - No 200
Silt .................... ... ... ... No 200 - 005 mm
Clay .......... . . . ............. lessthan 005 mm
RELATIVE DENSITY OF
COHESIONLESS SOILS
veryloose . . . ....... .......... . . 0 - 4 BPF
loose . . . . . ...... ................. 5 - 10 BPF
medium dense ....... ....... ......... .. .. 11 - 30 BPF
tlense . ........ ... . .. . . . . ........... 31 - 50 BPF
very dense ................ .. . ... ...... .. . . 50, BPF
CONSIS7ENCY OF COHESIVE SOIIS
verl soft .......... .. . .. ... . ............. 0 - 1 8PF
soft . . . . ........... ................... 2 - 3 BPF
rathersoft ................. . . . . . ........ 4 - 5 8PF
metlwm . .... .... ... .. . . . . . . . . .... .. .. 6 - 8 BPF
rather stiff .. .. . .. .. .. ... . . .. . . . .. . . .. 9 - 12 6PF
stifF .. ..... . . . . ...... .................. 13 - 16 BPF
very stiff . . . . . . . .. . .. ... ... ... ... . . .. 17 - 30 BPF
hard .. . . . . . .... ......... . ....... . 30+ BPF
DRILLING NOTES
Standard penevatwn test bormgs were advanced by 3X` or 61/,1'
I D hollow-stem augers unless noted otherwise Jetling waterwas
used to clean out auger pnor to sampli ng on ly where indicated on
logs Standard penetration test bonngs are designated 6y the
prefix "ST" (Spid Tube)
Power auger bormos were advanced 6y 4" or 6" diameter,
continuous-flite, solid stem augers Sotl classrfication and strain
depths are i nferretl from disturbetl samples augered to the su rtace
and are therefore somewhat approximate Power auger borings
are designated by ihe prefix "B"
Hand probings were atlvanced manually with a 114" diameter
probe and are limited to the depth from which ihe pro6e can be
manually w?thdrawn Hand probmgs are indicated by the prefix
H„
SAMPLING - All samples are taken with the standard 2" O D
split tube sampler, excepl where noted TW indicates thin-wall
(undisturbed) sample
BPF - Numbers mdicate blows per foot recorded in stantlartl
penetrauon test. also known as "N" value The sampler is set 6"
into undisturbed soil below the hollow-stem auger Dnvtng
resistances are ihen counted tor second and thirtl 6" incremems
and added to get BPF Where they differ signrficantly, they are
repor[etl in the following form - 2/12 tor the second and ihird 6"
mcrements respectwely
WH- WH indroatesihatsampler penetratetl sal untlerwei9M oi
hammer and rods alone, dnving not required
NOTE - All tests run in accortlance wdh applica6le ASTM
standards
DD Dry Densrty pcf OC Orgarne Content, °ia
WD Wet Densiry pcf 5 Percent ol Satuiation, °io
MC NaW ral Masiure Content, SG Specdic Gramry "
LL Ltquid Limit % C Cohesion ??
PL Plastic LimR °ro qJ Angle of In[ernel Fnctron
PI Plastiaty Index °o qu Unconfined Compressrve Strength
/
I'er .rossi'ao? o? ?f Sne-s
andtne-aromeo`?arono?M /
soiis
- ?
F ??
Monzan'oio*P I=a-c?.- .?,/ N
?nen PI=C„ _ -,
oCi 'Ji
r Eouc'on o' ,a
,
ve?*?caia ?
tfienoI= G
g
00
4 M
For Office Use ~
~ ~ nn
Permit C' f 0 Ea call 3 ,
Permit Fee:
3830 Pilot Knob Road
Eagan MN 55122 Date Received: I
Phone: (651) 675-5675 I l
Fax: (651) 675-5694 1 Staff:
2009 RESIDENTIAL BUILDING PERMIT APPLICATION
Date: I Site Address: c~O Sum 0 Q (
Tenant: Suite
RESIQENT / WNER Name: _ 4F C Phone: "1 2
VALL"''P Address/City /Zip:( d(r 1.
.-I P 0 0-0
Applicant is: Owner Contractor
TYPE OF WORK Description of work: ' , Of'o
Construction 6 st: Multi-Family Building: (Yes / No X_ )
CONTRACTOR Name: J IVI L Li L d6~~ 7. License ,31f)
Address: C
City: //h ,oVe
7(,e/,V/"l State: /1/100 Zip:
Phone: / Contact Person: w
COMPLETE THIS AREA ONLY IF CONSTRUCTING A NEW BUILDING
_ Minnesota Rules 7670 Category 1 _ Minnesota Rules 7672
Energy Code . Residential Ventilation Category I Worksheet • New Energy Code Worksheet
Category Submitted Submitted
submission type) . Energy Envelope Calculations Submitted
In the last 12 months, has the City of Eagan issued a permit for a similar plan based on a master plan?
_Yes o If yes, date and address of master plan: /119 Licensed Plumber: Phone:
Mechanical Contractor: Phone:
Sewer & Water Contractor: Phone:
NOTE: Plans and supporting documents that you submit are considered to be public information. Portions of
the information may be classified as non-public if you provide specific reasons that would permit the City to
conclude that they are trade secrets.
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 approv of plans.
x Jo & >f l
Applicant' Printed Name
Fl, Iica 's Signature
JUL 2 1 2009 Page 1 of3
qcU
DO NOT WRITE BELOW THIS LINE
~C
SUB TYPES
Foundation Fireplace Porch (3-Season) Storm Damage
_ Single Family Garage ( Porch (4-Season) _ Exterior Alteration (Single Family)
Multi Deck _ Porch (Screen/Gazebo/Pergola) - Exterior Alteration (Multi)
_ 01 of Plex Lower Level Pool Miscellaneous
Accessory Building
WORK TYPES
_ New Interior Improvement Siding Demolish Building*
Addition _ Move Building Reroof _ Demolish Interior
Alteration Fire Repair _ Windows Demolish Foundation
Replace Repair Egress Window Water Damage
Retaining Wall *Demolition of entire building - give PCA handout to applicant
DESCRIPTION
Valuation C Ci Occupancy 4- - ! - MCES System
Plan Review Code Edition SAC Units
(25% 100°t°) Zoning City Water
Census Code Stories Booster Pump
# of Units Square Feet PRV
# of Buildings Length Fire Sprinklers
Type of Construction _ Width
REQUIRED INSPECTIONS
Footings (New Building) Sheetrock
Footings (Deck) Final / C.O. Required
--X Footings (Addition) Final / No C.O. Required
Foundation HVAC
Drain Tile Other:
Roof: -Ice & Water -Final Pool: -Footings Air/Gas Tests -Final
Framing Siding: _Stucco Lath Stone Lath -Brick
Fireplace: _Rough in Air Test -Final Windows
Insulation Retaining Wall
Meter Size: Erosion Control
Reviewed By: , Building Inspector
RESIDENTIAL FEES
Base Fee
Surcharge
Plan Review t
~6 l)l
`2
MCES SAC
City SAC
Utility Connection Charge 3,10 00
S&W Permit & Surcharge
Treatment Plant
Copies f:,„I°`- ` r / / C?~
TOTAL
Page 2 of 3
1 P i enara<r Ens i n.~ar r ns 6819488 P.02
?~t 2422 Enterprise Drive
Mendota Heights, MN 55120
* PIDNEE!°! (612) 681-1914•Fox 681-9488
4AN0 SUPIIEYORS . pNl, ENGWE{it5
enj'y~~e~~'a t-y LAND PLANNERS • LANOSGAPE ARCHITECTS 625 Highway 10 Northeast
.w7~• Bloine, MN 55434
* (612) 783-1880•Fax 783-1883
Certificate of Survey for: Joseph M. Miller Construction Co.
House Address: 900 Sunwood Court Eagan MN
Model Name: Vanderbilt 2
~y -`L~
CC3URA
SUN~Uet)
tflp 55.OD 69x'33 /
/ rep" y9, L> 1.90 °e e r /
/ r~y
4
/ \ / •4// yx ~v"' \
N 8/~ / •o , / y~ ~b2.11
. / 10T / J / "q pt' ars WOK 4e \ to
1
i.1
VP~ ;ors or93 p2,6 1
I Jf ~ ~a 1.. t t./
" / s/J ate 1%~~R1~3G
/ t3
209,01
S $5~9'22• E
fi
x 900.0 Denotes Existing Elevation PROPOSED HOUSE ELEVATION
<o~ Denotes Proposed Elevation Lowest Floor Elevation: 89f.ZZ
_ Denotes Drainage & Utility Easement Top of Block Elevation: 190Z.%
- Denotes Drainage Flow Direction
-o- Denotes Monument Garage Slab Elevation: °102.0
-ua- Denotes Offset Hub Bearings shown are assumed
LOT 3 , BLOCK 1 SUNRISE HILLS
DAKOTA. COUNTY, MINNESOTA 2ND ADDITION
A hereby certify that this survey, plan or report wus Tepared by me or under my direct uppervision and that I am duly Registered Land Surveyor
under the laws of the State at ryhnnesore, bated this. _ day of - AWL- A. D, i .7-
r;ev. 9/ i/'jt • pdc{ t K's+Elp°s f•
Ro,,St i rap^s<d ~le~s.
!r 'qt
Scale: 1 inch=4 Q! Roe a aHL.s.Reo.N0.>eest
91039.03
047
PERMIT
Permit Type: Building
City of Eagan
Permit Number: EA104978
Date Issued: 06/19/2012
Permit Category: ePermit
Site Address: 900 Sunwood Ct
Lot: 3 Block: 1 Addition: Sunrise Hills 2nd
PID: 10-72983-01-030
Use:
Description:
Sub Type: e-Reroof
Construction Type:
Work Type: Replace
Description: House & Garage
Census Code: 434 -
Occupancy:
Zoning:
Square Feet: 0
If there is no ice protection inspection prior to final, the contractor must meet the inspector w/ a ladder and flat bar. Pictures are
Comments:
not acceptable in lieu of inspections.
Carbon monoxide detectors are required by law in ALL single family homes.
BL - Base Fee $4K $103.25 0801.4085
Fee Summary:
Surcharge - Based on Valuation $4K $2.00 9001.2195
Valuation: 4,000.00
Total:
$105.25
Contractor: Owner:
- Applicant -
Craftsmen Home Improvements Inc Patrick J Holmay Tste
7455 France Avenue, #194 900 Sunwood Ct
Edina MN 55435 Eagan MN 55123
(651) 430-1388
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.
Applicant/Permitee: Signature Issued By: Signature