3853 Kings Wood Ct6- w • .?i! •. . . ?n . - ...
Wertificate of Cccupanc?
? ?itv of cFagan
2c00rtacxr of SuQ* 3.6perhex
This Certicate issued prersuant to the requiraenients of the Uniform Building Code
certifyiRg that at the time of issriance this strvctun was ire compliance with the various
ordinances of the City regWating building constnuction or use. For the following:
SF DWG/GAR ' alaa. rermic
Type Const. _
?u of 8udding M^uDONALD HOMES lBv^ Adh,. 615 Z',AH1LL AVE., 1NVER 1
?? Ad&m 3853 K1NGS WOOD ?T L-al;,y L16, B2, KINGS w00D 2ND
27889
V-N
HTS
POST IN A CX)NSPICl10US PIACE
. INI
CITY OF EAGAN
3830 Pilot Knob Road
Eagan, Minnesota 55122-1897
(612) 681-4675
SITE ADDRESS:
k [ Nit•r t,?+?u1i 'NC?
PERMIT SUBTYPE:
TYPE OF WORK:
ra i i-1
INSPECTION .. .
,. ..
; ?:?;?+??•t?, ,?u? iN I;
G t I nI t
1;???,;?t 11111,0 1 ra r? i ?.
, ?Nr,i
Rk MARM?; s S i» 1J Pl Nk Ctat I E'Y F't MCi
F
L_.
N
PERMIT TYPE: ???? ? ? ?? ? 040
Permit Number.
„ ?.
Date Issued: '
APPLICANT:
1-i.l+r I It 1l?rrii ' 1 r??
(I.,l: i 4 t.?. ?,I+1.
?
d
Permit No. Permit Nolder Date Telephone M
ELECTRIC
?a y 9 ?
PLUMBlNG /A
HVAC
lu
xe i
9?0
e
i' ?
Inspection Date Insp. Commenta
FOOTiNGS TI-2L
(? ?
FOUNO -6
FRAMING
7,c
ROOFING
ROUGH
PLUMBING
PLBG
AIR TEST
ROUGH
HEATING ?
GAS SVC
TEST
-%ll ?~?
?
?C 'cY e
L! ? C
iraSUl %?2 K9 /?? Q L
GYPBOARD
FIREPLACE
AIF TEST FIREPLACE
FINAL PLBG / ILL4
!
FINAL HTG K !{ '
ORSAT
TEST
BLDG FINAL
BSMT R.I.
BSMT FINAL
DECK FTG
lo
?crJ
DECKFlNAL
?
-
? ---
-
INSPECTION RECORD
CITY OF EAGAN ? PERMIT TYPE:
3830 Pilot Knob Road Permit Number: 'R`'
Eagan, Minnesota 55122-1897 Date Issued:
(612) 681-4675
S{TEADDRESS: APPLICANT:
I I G
K i N?,•, WUt?I, ??, f r!s 011?44;0 0 101pl1 '. 1 1:I1
PERMIT SUBTYPE:
i 11 I
I N A I
TYPE OF WORK:
tl-R 7'{ 9Y j 144.4
I ;r1RKS: C44irNt3E. 3--SEASi.fPt PCtRF,H 't.iVTtf A--SfR';OM f+txf;s 14
t 1"F i'tA l I ftN
Permit No. Permlt Holder Oate Telephone ?F
ELECTRIC
PLUMBING
HVAC
Inspection Date Insp. Comments
FOOTINGS
FOUND
FRAMING -
ROOFING
ROUGH
PLUMBING
PLBG
AIR TEST
ROUGH
HEATING
GAS SVC
TEST
INSUL
GYP BOARD
FIREPLACE
FIREPLACE
AIR TEST
FINAI PLBG `
FINAL HTG
ORSAT
TEST
BLDG FINAL
BSMT R.I.
BSMTFINAL
fe
DECK FfG
DECK FINAL
L
AddreSs 3853 KINGS W00? CT
L.ot ib Blk
Sub
KINGS WOOD 2ND
Zip 5512_
THESE ITEMS WERE / WERE NOT COMPLETE AT THE TIME OF THE FINAL INSPECTION.
Date: Yes No Inspector.
Final grade (6" from siding) ?
Permanent steps (garage) !IZ
Permanent steps (main entry)
Permanent driveway
Permanent gas ?
Sod/Seeded grass t/
TtaiUwrb damage ?
Porch
Basement finish ?
Deck V--
Please verify with t6e buildet the removal of roof cest caps from the plum6ing system and the shut-off of water supply to
the outside lawn faucet before freeze potential ezists.
Contaci engineering division a[ 681•4645 before working in rightof-way or installing underground sprinkler system.
White - City Copy Yellow - Resident Copy Pink - Contracror Copy w
/1 n A A 11 I I w ? ACCI!`C IICC llYl V TAi..a....e.......A lA mnneM {.nm ?n1.Anl.nn Anlo nnnlnA ?n Mie F?nv
_... ._ ._
(? ?-f 0 GL ?Q
PLEASE PHINT OR TYPE
Requexl k
Rou9h-in inspedion reqovedZ ?^!ez ? No
inspecnon Olher Than Rwgh-Im Q Reody N. Wili Call
I
? .(t v ?`!ou mwt call Ihe Inspenor when ready) Ome Ready-
I, lWicensed contractor D owner hereby request mspedion of fhe above eledrical work at:
Jo6 Address c(Sheet, Boz, or Roufx Na) /p?
Q ?? ? - l.rtiT C?? Zip Code
Seclion No Township Name or No. Range No. Fua N. Gounty
Occupant Phone N.
Z-
Pox er Svpplier Address
ElMnml Conkanor (Company Nvme) Conkaaor bcense No. Maaler Lm No. (Plant EIM. Only)
Mailing qdpass j[on.lmctor or Owner PeLorming Insmllatmn)
`
?3??.
•Z ?
(.J CJ./?Q 2 (Amr
Aethorized $ignahi Confrodoror k ?e
r Pe Insia ? P one o
I ) L
C ^C ?V
EB-OOOOlA-10 6/95 STATEBOARDCOPY-SEEIN8TNUCTIONSONBACKOFYELLOWCOPY
Minnesota State Board ot Electric'ity ?
11111 1111111111111111111111111111111111111111111111 RE4UEST FOfl ELECTRICAL INSPECTIOn
1821 University Ave., Rm. S-128, St. Paul, MN 55104
* 0 2 6 0 8 8 4 2* Phone (812) 642-0800 Q/Q/?j (? (oc?p ? y 4•
Home Duplex Apt. Bldg. Other: New Addn
Commerciol Indushial Farm Remod Re air
Air Cond. Hfg. Equip. Water Htr. Load Mgmf. Other:
D er Ran e Elec. Heaf Tem .$ervice
"k' obove the work covered by this requesf. Enter remarks in this space and on th back of the white topy only.
Calculate Inspedion Fee - This Inspection Request will nol 6e accepted wiibout Ihe <omect fee:
OIher Fee 3Y Service EnAance Sae fee # Circvils/Feeders
Fee
Mobile Home Park Stall 0 to 200 Amps 0 5 m s
SNeet Ltg./Traffic Sig. Above 200 Amps Ab e 100 Amps
Transformer/Generator INSPECton'SUSEONtr T TAL c
$ign/Outline Lig. X{mr.
Alarm/Ramote Control
Swimming Pool t hemb mm 1W i?o: ihe non de: here,n on 1he dore.5 md
Irfigation 9oom Ro.gh-In Dak
S
eciol Ins
ection I
p
p
Investigative Fee ,
THIS INSTALLATION MAV BE ORDERED DISCONNECTED IF NOT COMPLETED WITHIN 18 MO THS.
IIII REQUEST FOR ELECTRICAL INSPECTION
IIII I II I?????I fll ??. I??I I?I Minnesota State Board of Electricity
hilt 1821 University Ave., Rm. S-128, t. Paul, MN 55704 ?
s? 2 5 1? 1 4 0 * Phone (672) 642-0800
Home Ouplex Apf. Bldg Other: New Addn
Commercial Industrial Farm Remod Re oir
Air Cond. Htg. Equip. Water Htr. Load Mgmt. Other:
D er Ran e Elec. Heat Tem .$ervice
"X" above fhe work covered by this requesG Enter remarks in fhis space and on the back of the whife copy only.
Calculate Inspecfion Fee - 7his Inspection Request wiil not be accepfed without the correct fee:
Olher Fee 3P $ervice Grh'nnoe $ae Fee # Circuils/Feeders Fee
Mobile Home Park Stall 0 fo 200 Amps 0 to 100 Amps
Sheet Lfg./fmSic Sig. Above 200 Amps Above 100 Amps
Transformer/Genemtor INSPECTOR'SUSEONLY TOTAL
Sign/Outline L1g. Wmr. i' ? ?/?
Alartn/Remofe Control V
$wrmmin9 Pool t henb c<m that Itm ctad Me elecmcol ins h<retn an the daks emkd
Irrigotion Boom .i„ , ` Dafe
S
eciallnspection `
p
Investigative Fee Fin
TNIS INSTALLATION MAV BE ORDERED DI CON E TED IF NOT COMPLETED WITHIN 18 ONTHS.
2 51-14 0? O?C U'8E /O CY /Th-is req,ul roid 18 mamhs From wlidanon dore prinled in? fiis pbox. y
??d'/ K? OJ CJ ?/ ?
. Cjv
PLEASE PRINT OR TYPE
Reqoeat ak Roogh-m impeaion reqwred4 ? No Inspeaion OlheriMn kou9h-Ing( Ready Now'? Will Call
6] q,6 (You m-st mll fie inspetlor whan reodr) oob d,.
I, Og licensed contrador C] owner hereby requesf inspecfion of the abave elecfrical work at:
Job Addrws (Sheet, Bo, or Rowa No.) Gp Zip Code
3 5-3 w oov C t.T, Ecc, a r-
Sxnon N. Tawnshlp Name or No Range N. Firc No. Coonry
'D
Ocwpant No
Phone
87.f$"C.IP ?'1C.
PV- C
?J? J ? Z
Pawer Sopplier Address
? ez'ef-
E ecmml Conkador (Company Name) anwnar Lanse N
o
C Maskr Lc No (Plant EIx1 Only)
Pr'Cit'J n
C.? /
?
`?YS
Mailing Pddrms (ConM1ador or Owner Pedorming Insmllanon)
8 3O tLt lr LIk.
Aulhonud 5 w (Conhacror or Own Peho ng Insmllan 1 Phone No.
EB-000010 6/95 T STATEBOAFDCOPY•9EEINSTpUCTIONSONBACKOFYELLOWCOM-
y .
130 MY)X?FW* 0 I:Yn*?X*:K**9nR:R:'M 'MSRYn3? P(i
C.['fY C.?!. [:(-YG(;tJ
7E:R?'!:fNN... NClil 55
DFi7H. 0'?/26/96 7:1'ML; 9.5e19.:E?8
:`0
NANE ;; Mf;rit7NFd. Li HO"11-5 7.N(;
320 `.)Of)'L 305:3 I::I:NGS Wf1C)D I.i2„25
2155 9001 3953 I;.LNG!5 WUUD 3,0(:1
ToW lir?r7ei.p+, AltiqU75$ e H5.25
C;"{f16'S1`i3
U1.sI::F' :(]i:; NANCY
PERMIT
? CITY OF EAGAN
3830 Pilot Knob Road
Eagan, Minnesota 55122-1897
(612) 681-4675
PERMITTYPE: suxLorNe
Permit Number: 028910
Date Issued: 0 9/ 2 6/ 9 6
SITE ADDRESS:
3853 KINGS W000 CT
LOT: 16 BLOCK: 2
KINGS WOOD 2ND
P.I.N.: 10-42001-160-02
DESCRIPTION:
r,rrv;'
Bluil?dirlg",-Permit Type
Building Work Type
,.
? Census Cod,e
u?
,s .
_ ? .. ?
?
4 ?'"?Y
SF (MISC.)
ALTERATION
434 ALT. RESIDENTTAL
S ua+
-?
?4
\:7nG-2}It.:'1"r"5
REMARKS:
CHANGE 3-SEASON PORCH INTO 4-SEASON PORCH
FEE SUMMARY:
VALUATION
Base Fee $112.25
Surcharge $3.00
Total Fee $115.25
$6,000
CONTRACTOR: - Applicant - sT. LIC. pN?NER:
MCDONALD HOMES INC 14555142 0001971 PIEPER ROBERT
6015 CAHILL AVE 3853 KINGS WOOD CT
INVER GROVE HTS MN 55076 EA6AN MN 55122
(612) 455-5142 (612)451-0003
IL-
I hereby aeknoi.tledge that S heve read th3s
infiormation is cnrrect and agree to,comply
Statutes and C3ty afi Eagan, Qrda.nanc.es. ?
APPLICANTlPERMITEE S ATURE
applice£ion and eCaCe thaC the
with a11 applicable State of Mn.
?
ISSUED BY. SIG T a1?URE
?
3830 PILI T KNOB RDN 55122
, 0 1996 BUILDING PERMIT APPLICATION (RESIDENTIAL)
?
681-4675
New CunsUuelWn Raquicemeota RemodeUReoair Reavirements
? 3 regislered site surveys ? 2 wpies of plan
? 2 copies of plans (include beam & window sizes; poured Tnd. design; etc ) ? 2 site surveys (exterior additions & decks)
? 1 energy catculationa ? 1 energy celculations for heated addilions
? 3 capies of hee preservation plan H lot platted aRet 7f1l93
required: _ Yes _ No J?
>9> ?
DATE: CONSTRUCTION COST:
DESCRIPTION OF WORK: 6t'40011 Vw? -
STREET ADDRESS: ''
LOT 1,/ BLOCK ? SUBD.lP.I.D. #: 7?/nQ-sf UsO?t? ?
PROPERTY Name: t7 /?J?o 0-?' (idPhone #:
OWNER " Mb'
Street Address:
City: -???s.?• State: ?'In • Zip:
CONTRACTOR Company: >7k ICZma /c% kAik?r -?c?• Phone #: -/-=- 2y2--
Street Address: 4? License #: /99 ?
City:Zk-14- &rdvlp State: ? Zip: _c-S"0 2°
ARCHITECT! Company: Phone #:
ENGINEER
IVame: Registration #:
Street Address,
City: State: Zip:
Sewer & water licensed plumber: /V/ llq- Penaity applies when address change and lot
change are requested once permit is issued. 1 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.
Signature of Applicant:
OFFICE USE ONLY ???' [, IIQ?I C? DD
Certificates of Survey Received _ Yes No t?r; 2 0 1996
Tree Preservation Plan Received _ Yes _ No ------? "--"
OFFICE USE ONLY ±: ' __- ,•
BUtLDING PERMIT TYPE
0 01 Foundation ? 06 Dupfex ? 11 Apt./Lodging ? 16 Basement Finish
? 02 SF Dwelling o 07 4-plex ? 12 Muiti Repair/Rem. ? 17 Swim Pool
? 03 SF Addition ? 08 8-plex o 13 Garage/Accessory ? 20 Public Facility
? 04 SF Porch o 09 12-plex ? 14 Fireplace ? 21 Miscellaneous
,Pr"05 SF Misc. ? 10 = plex ? 15 Deck
WORK TYPE
? 31 New ,e?33 Alterations o 36 Move
0 32 Addition ? 34 Repair a 37 Demolition
GENERAL INFORMATION
Const. (Actual) Basement sq. ft. MC/WS System i
(Allowable) Main level sq. ft. City Water ?
UBC Occupancy sq. ft. Fire Sprinklered
Zoning sq. ft. PRV
# of Stories sq. ft. Booster Pump
Length sq. ft. Census Code. y34
Depth Footprint sq. ft. SAC Code o r
Census Bidg r
Census Unit ?.0_
APPROVALS
Planning Building v1M Engineering Variance
Permit Fee
Surcharge
Plan Review
License
MCM/5 SAC
City SAC
Water Conn.
Water Meter
Acct. Deposit
S/W Permit
5/W Surcharge
Treatment PI.
Road Unit
Park Ded.
Trails Ded.
Other
Copies
Total:
Valuation: $ L
°k SAC
SAC Units
Form for use with Minnesota Rules part 7670.0475, 5ubp. 2
1& 2 Family Residential "Cookbook" Method
P?r?
SifE ADDRESS(? ,
? Ci?Y
?
2S C
- I
BUILDER ,W 7??I,
I
Date?
Minimum Criteria:
Rim ]oist: R-19 insulation Foundaton Windows: Insulated glaz3, 12" aii space, wood or vinyl frame
En[ry doors: l?/a inch solid wood with storm or better
STEP 1 Window & Door Areu
Total Window & Door Area in Sq. Fee[
WINDOWS (including foundation windows):
Dimensions Qnty. Area
29 x
(i0 x N ?P Z?d '
? X p" 7 ?8?3
N X u ! 6?S
29?' X 60? 6 68ro
20" x N ?J l$ 3
x (?p" 1 ZS? 0
? x
Zpx x S 1? IS? t?
wx f? 2 1 Sr
72'" xV 5 18or a
DOORS:
t x (ow, / '• SOr D
Va" X6W Z 40? o
7`d" x !visn 1 1-X 7
Total Area of
Window & Doors
?S SA
Total Wall Area in 3q. Ft.
Wall Total Perimeter Height Area
Zss, 0 61-1y V Z09s, o
fo2to sz7-o
?rz+S 146i5
Total Area
nf ?vall B
STEP 2 Calculate area as a percent of wall
Box A(window & door area) divided by Box B(total
wall area) dmes 100 equals the window and door area
as a percent of wall area (Box C).
BoxA x100= 2Dr??aC
Box B
STEP 3 ' Design Features
ASSEMBLY OPTION
FRAME WALL:
StANDARD FRAMING ?
ADVANCED FRAMING
CAVITY 1NSULATION R- jg
SHEATHING: LESS THAN R-5 ?
R-S OR MORE
WINDOWS (except foundation windows):
U-FACTOR
From the table, determine the maximum percent window
& door area for the design options selected and enter the
value in box D below:
Eo?oD
Box C must be less than or equal to Box D
? CITY OF EAGAN
3830 Pilot Knob Road
Eagan, Minnesota 55122-1897
(612) 681-4675
SITE ADDRESS:
P.I.N.: 10-42001-160-02
5F pwG
NEW
R-3 U-1
V-N
R-1
(J/? 4'0'za9 9
BUILDING
027889
07/25/96
DESCRIPTION:
Permit Type
4
prk Type
GD;r??,t r uc t,i::b rr`u ,Fys p e
84
57
1
3,171
101 1 - FAM. DETACW
PERMIT
PERMIT TYPE:
Permit Number:
Date Issued:
3853 KIN65 W00D CT
LOT: 16 BLOCK: 2
KINGS W00D 2ND
4 ? -,F
?;•?? y? ??
?e " yCx ? :g am
M i _ nt.:'b M,
REMARKS:
S& W PLBR - COKLEY PLBG
• ? ,,.?a:-' # i ?x
? ar ?
- ? °b?v6 e+A ,?rz.
k
FEE SUMMARY:
Base Fee
Plan Review
Surcharge
SAC
SAC &
SAC Units
lic. Search Fee
Subtotal
VALUATSON
$1,927.25
$663.63
$94.00
$900.00
100
1
$5.00
$2,989.88
$188,000
MTSCELLANEOUS $1,923.50
Total Fee $4,913.38
CONTRACTOR: - Applicant - ST. LIC.OWNER:
MCDONALD HQMES TNC 14555142 0001971 MCDONALD HOMES INC
6015 CAHILL AVE 6015 CAHILL RVE
INVER GROVE HT5 MN 55076 INVER GROVE HTS MN 55076
(612) 455-5142 (612)455-5142
I . .: ? 4 . ? L ?ry ? Fp
ac"kYSt44? ,I 3
info-rmeticsr?.'xs=??ri???? d?itf a't
Stata?as and City.`?rf 9`0111 g?°r
AP?T/PERMITEE SIG FiE
?FI' ?h:ls" ?pplxc?xt?"OS'T ,?#id BYra;G? C#+?? t?ae= :
,???tith a;ti3 a?p?k4 ? ? ?[:?r?`
??S?ED B SIG TURE ?
CITY OF EAGAN 4t?
iLifil 3830 PiLOT KNOB RD - 55122
7996 BUILDING PERMIT APPLICATION (RESIDENTIAL)
681-4675
Reauiremen
? 3 registered aite surveys ? 2 copies of plan
? 2 copies o( plans (include beam & window sizes; poured fnd. design; ete.) ? 2 site surveys (exterior additfons 8 decks)
? 7 energy calculatfons ? t energy calculations for heated additions
? 3 copfes of tree preservation plan if lot piatted afler 711193
requlred: _ Yes _ No
DATE: 6- CONSTRUCTION COST:
DESCRIPTION OF WORK:
STREET ADDRESS:
LOT ? BLOCK ? n I /'
n11"n1nN C,7(-'
oZ SUBD./P.I.D. #: S'A)Oal
PROPERTY ca
Name: el e,Qer 94 Phone #:
OWNER f
As,
Street Address:..-LJLL??
City: T_h „e.. rrrr:±- State: _l7IH . Zip: S ? ?2z
CoNTRac7oR Company: /ylr. j99yw /o/ ?iyiPr -;?? - ___ Phone #: 'y?s =S
Street Address: (?O/SJ dZ?/o9y^e-- License 1921
City: ?v? ?,- r»r-e .f/e/ ? 1?r State: ^ /?(H - Zip: SS277?
ARCHITECT! Company: Phone
ENGINEER
Name: Registration
Street Address-
City: State: Zip:
Sewer & water licensed plumber: T.4 ler ? Penalty applies when address change and lot
change are requested once permit is issued.
I hereby acknowledge that i have read this application and state that the information is corcect and agree to comply with all
applicable State of Minnesota Statutes and City of Eagan Ordinances. ?
Signature of ApplicanY
OFFICE USE ONLY
tes oF Survey Received Yes No
=J3 Certifica
Tree Preservation Plan Received _ Yes No
OFFICE USE ONLY
,
BUILDING PERMIT TYPE
? 01 Foundation ? 06 Dupiex ? 11 Apt./Lodging ? 16 Basement Finish
?02 SF Dwelling o 07 4-plex ? 12 Muiti RepairlRem. ? 17 Swim Pool
? 03 SF Addition ? 08 8-plex ? 13 Garage/Accessory ? 20 Public Facility
? 04 SF Porch ? 09 12-plex ? 14 Fireplace ? 21 Miscellaneous
0 05 SF Misc. ? 10 = plex ? 15 Deck
WDRK TYPE
,od-31 New o 33 Alterations o 36 Move
o. 32 Addition ? 34 Repair ? 37 Demolition
GENERAL INFORMATION
Gonst. (Actuai)
(Allowable)
UBC Occupancy
Zoning
# of Stories
Length
Depth
APPROVALS
Planning
Building
Engineering
Variance
Permit Fee
Surcharge
Plan Review
license
MCNVS SAC
City SAC
water Conn.
Water Meter
Acct. Deposit
S/W Permit
S/W Surcharge
Treatment PI.
Road Unit
Park Ded.
Trails Ded.
Other
Copies
Total:
% sa,c
sAc unitS
YLL Basement sq. ft. 0(n7 MCNVS System c?--?
Main level sq. ft. Z, oraT City Water -'"
sq. ft. Fire Sprinklered
? sq, ft. PRV
sq. ft. Booster Pump
sq. ft. Census Code.
? Footprint sq. ft. 3,17I SAC Code
? Census Bidg /
-
-
? Census Unit
T
Valuation: $
r3s_._--
yxlvz = ¢
/irn7z = ?7,0 Z, 6 67 xz5-=
Z
2?0(a7?sy? ??,
?----y
.33?r? r
-7b 2
Z3x 3Y yy
Z u z2 Z
G•sx -3T `- ? Glo'
Zl, ozb
PAUL
MIIJNESOTA R. McLAGAN
REGISTERED LAND & SON
SURVEYORS
3016 CAFIIl.L AVENUE INVER GROVE FIEIGHT3 MN. 55075
FoR: MCDONALD HOMES
DA'i'E: 28 MAY 1996
(812) 457-3845
(812) 457-9842
SCALE: 1 inch = 40 feet
LEGAL DESCRIPTION
Lot 16, Block 2,
Kings Wood 2nd Addition,
Dakota County, Minnesota.
I S8T10'00"E
130.14
HIGRH WATER LEVEL = 834,2 FEEf
? PON?6IGNATIOLN?L JP5 823.8 FEEf
SHOREIJNE AS LOCATED 5-2-96
WATER ElEVA110N = 828.8 FEET
O 0
o r
?? G
P p N p I N
N O
O N 840.7 S7
p09'S8'
E
7
n ?03
?
Z !
^ °R?/N,? ~
c
T_? u
12.51 e.?
t!'R l3A I'?
REVIE;W ED
;Y
?
POND ???
EASEMENT ?
? E 847.7' ??Os
/. ?
N6gg25 N t rn
8401 5 E M E
P
T L
345A " ;'S3.6j .. .r'ORCli t- d,JiO<?
U
.op 85s.2 ` C \ 7
d 1 F? _ ? / S
?3853 K!N -- - ' /
Re?R° oon ?UR?1 .....'az y...., , i
86 857.0 \
y 2.00 °
0. o22.33? 12.87$ S M m ?ti / ? O
12.12. .1? : 888.5
.•'%/ ?
883.9 o i? ??/ 066o xt. B
884.6z u' 1n `- -
-:?- s? sa?.a ?'a1GAl?T E1V ,RYI?TG DEPT.
R
w ? s 43 9 84 PROPOSED ELEVATIONS:
q? ass: x spp 3?,
FIRST FLOOR: 868.95 FEEf
BASEMENT FLOOR: 858.72 FEET
KINGSWOOD COURT ? GARAGE FLOOR: 866.5 FEEf (APRON)
a APPROXIMATE LOCATION OF GENERAL NOTES:
NORTH
0 40 80
SCALE IN FEET
• - Denotes iron monument set.
o - Denotes iron monument found.
? - Denotes set wooden hub.
* - Denotes electric transformer.
m - Denotes telephone pedestal.
O- Denotes storm sewer manhole.
¦ - Denotes catch basin.
p - Denotes fire hydrant.
? - Denotes found aluminum disk.
D - Denotes culvert.
x ae>.a - Denotes existing spot elevation.
ss.5 - Denotes proposed elevation.
96772
I Hereby Certify that this aurvey, plan or report eas
prepared by me under my direct aupervision and
that I em a dniy Registered Iand Stiuveyor under the
lawa ot the State o4 Minnesota. IIILLIAM P. BROIYN L.S. ImIN. RBCL4PBA7ION N0. IY621
LOT SURVEY CHECKLIST FOR RESIDENTIAL
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PROPERTYLEGAL:
DATE OF SURVEY:
LATEST RE1/ISION:
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Q--'0 ?
9-'O ?
o-'cl ?
9--'E3 ?
ELEVATIONS
Exastina
• Sewer service (or Proposed)
• Property comers
• Top of curb at the driveway
• Elevations of any eristing adjacent homes
ro osed
;5?j] ?
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DOCUMENTSTANDARDS
• Registered Land Surveyor signature and company
• Building PermR Applicant
• Legaldescripdon
• Address
• North arrow and scale
• House type (rambler, walkout, split w/o, split entry, laokout, etc.)
• Directional dreinage arrows with slope/gradient %
• Proposed/existlng sewer and water services 8 irnert elevation
• Street name
• Driveway
8--'13 ?
g??o ?
B--'O ?
W?-?u
? ??
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• Garage floor
• First floor
• Lowest exposed elevation (waikout/window)
• Property comers
• Front and rear of home at the foundaBon
PONDING AREA Crf aoalicable
• Easement line
• NWL
• HWL
• Pond # designation
• Emergency Overflow Elevation
e'O ? •
0'13 13 •
Er'O ? •
[!r'o ? •
??O ? •
? G--= •
Lot IinesBearings & dimensions
Right-of-way and street width (to back of curb)
Proposed home dimensions including any proposed decks, overhangs greater than 2',
porches, etc. (.e. all structures requiring pertnanent footlngs)
Show all easements of record and any City utilitles within those easements
Seffiacks of proposed shucture and sideyard seffiack of adjacerd ebsUng structures
Retaining wall requiremer, , 'rf any,,
Reviewed:
January 1996
cwucieaeMLocvaMr?
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e.?
e / "?" °"w•.". EAGAN, MINNESOTA cuncns nrocc
un?nr iwavo+cWxia n
SEPT 20. 1986 09071 ph fp4ryl{I ryp gg.P [iT Mfql Ho 52 S
S.J. LOUIS 4018iMr SEwEq~PUN 19281!
Pt4?P6
#Ulm-
Form for use with Minnesota Rules part 7670.0475, Subp. 2
1& 2 Family Residential "Cookbook" Method
SII'E ADDRESS City
? • ?
n n
BUILDETt R _ „ , _
??? Date
Minimum Criteria:
Rim loist: R-19 insulation Foundaton Windows: Insulated glass, 1/2" air space, wood or vinyl frame
Entry doors: l?/a inch solid wood with stocm or better
STEP 1 Window & Door Area I I STEP 2 Calculate area as a percent of wall I
Total Window & Door Area in Sq. Feet
WINDOWS (including foundation windows):
Dimensions Qnty. Area
IV x ,D
x " v
2FjN x ' -7 66/
x 66F vy
'? x ?CB /
lG0rtl
2fl`" x '" GSI ?I
N x (0 r 1 5?0
x
L? x -?''?`?N 2
x $D µ ?i `J"rt
x
DOORS:
?x
?rx ?N l (17
Total Area of
Window & Doors r
/-?` ? A
Total Wall Area in Sq. Ft
Wall Total Perimeter Height Area
!,' D ? ' 9 r
?cZr-D f1 ?2 ?D
11 19?, r
Total Area
nf wall
Box A(window & door area) divided by Box B(total
wall area) times lOD equals the window and door area
as a percent of wall area (Box C).
BoxB x IDO= G?c?j?pc
STEP 3 Design Features
ASSEMBLY OPTION
FRAME WALL:
STANDARD FRAMING ?
ADVANCED FRAM[NG
CAVITYINSULATION R- F5
SHEATHING: LESS THAN R-5 ?
R-5 OR MORE
WINDOWS (except foundation windows):
U-FAGTOR U's
From the table, determine the maximum percent window
& door area for the design options selected and enter the
value in box D below:
I Box C must be less than or equal to Box D
\
CITY USE ONLY
L?LP BL o2' n?ci RECEIPT
SUBD. G(/? gl- 0? DATE:
1996 MECHANICAL PERMIT (RESIDENTIAL)
- CITY OF EAGAN
3830 PILOT KNOB RD
EAGAN, MN 55122
(612) 681-4675
Please compiete for: ? single family dwellings
? townhomes and condos when permits are required for each unit
New construction Add-on fumace
_ Add-on air conditioning Add-on airexchenger, i.e.Vaneesystem, e#c.
Date: lo
FEES
? Minimum Fee: Add-on/Remodel (existing residence only) $ 20.00
? HVAC: 0-100 M BTU /a0,4000 8rk, fuAN*e s 24.00
Additional 50 M BTU `3 -7-,Iy ? &_ 6.00
? Gas Outlets (minimum of 1 required @$3.00 each) e 3= Z o
? State 5urcharge
.50
TOTAL
";1-5!oc
6,00
/,;?, oo
? sU
SITE ADDRESS:
OWNER
INSTALLER
PHONE #:
STREET ADDRESS:QL4C4
CITY: 5, S7, / 4 ?- STATE: )ZIL) ZIP: ?Sd7s?
PHONE #: ((oia ) 2 9-,2 S- / ?
O A
"Ap --' u AT[7?E?FPtKMI I ?..
arv use oNLr
L BL
SUBD.
RECEIPT #:
DATE:
1996 MECHANICAL PERMIT (COMMERCIAL)
CITY OF EAGAN
3830 PILOT KNOB RD
EAGAN, MN 55122
(612) 681-4675
Please complete for: ? all commercial/industrial buildings.
? multi-family buildings when separate permits are pQt required
for each dwelling unit.
DATE:
WORK TYPE:
CONTiZa,C I PKii;t:
_ NEW CONSTRUCTION
DESCRIPTION OF WORK:
INTERIOR IMPROVEMENT
FEES: ?$25.00 minimum fee gl 1% of contract price, whichever is greater.
? Proaessed piping - $25.00
? State surcharge of $.50 per $1,000 ofpffmd fee due on all permits.
CONTRACT PRICE x 1%
PROCESSED PIPING
STATE SURCHARGE
TOTAL
51YE ADDRESS:
OWNER NAME:
TENANT NAME: (IMPROVEMENTS ONLY)
INSTALLER:
ADDRESS:.
cin:
PNONE #:
TELEPHONE #:
STATE: ZIP:,
SIGNATURE:
SIGNATURE OF PERMITTEE CITY INSPECTOR
L/?
SUBD.
CITY USE ONLY
8l
0
1996 PLUMBING PERMIT (RESIDENTIAL)
CITY OF EAGAN
3830 PILOT KNOB RD
EAGAN, MN 557::2
(612) 681-4675
RECEIPT #: (P
DATE: 9 // 7 ??14
Please complete for: ? single family dwellings
? townhomes and condos whc>n permits are required for each unit
FIXTURES EACH NQ. TOTAL
5hower 3.00 x zi = c.oo
Water Closet 3.00 x J_ = 9--
Bath Tub 3.00 x A
Lavatory 3.00 x 1?'
Kitchen Sink 3.00 :c
laundry Tray 3.00 :c
Hot 7ub/Spa 3.00 :(
=
Water Heater 3.00 :c t = s"?
Floor Drain 3.00 :< _3
Gas Piping Outlet * minimum -1 3.00 x =5 -
Rough Openings 1.50 :c =
Water SoRener 5.00 ;c =
Private Disposal ' Dakota Cty. license 65.00 =
(new and refurbished systems)
U.G. Sprinkler " home under const. 3.00 =
Alierations ' to existing 20.00 =
Water Tum Around 20.00
STATE SURCHARGE .50
TOTAL sl. so
SITE ADDRESS: 39-s3 K?-- &)077W ?
OWNER
INSTALLER
STREET ADDRESS: 10 i!t W? do, k°• 4-
CITY: STATE: ??.c. ZI P: Sst a!o
PHONE #: ( O??t ) Yd'Y- i?tvfp
L BL
SUBD.
OFFICE USE QNLY
RECEIPT #:
DATE:
7896 PLUMBtNG PERMIT (COMMERCIAL)
CITY OF EAGAM
3830 PILOT KNOB RD
EAGAN, MN 55122
(612) 681-4675
Please complete for: . all commerciaUindustrial buildings.
w multi-family buildings when separate permits are = required for each dwelling
unit.
UAiE: CCyT,°.:ICT PR;C!
WORK TYPE: - NEW CONSTRUCTION _ ADD ON
DESCRIPTION OF WORK:
REPAIR
IS WATER METER REQUIRED7 _ YES _ NO. IF SO, PLEASE PROVIDE THE FOILQWING:
WATER FLOW: GPM. ARE FLUSHOMETERS TO BE INSTALLED? YES NO.
FAIIURE TO PR4VIDE THIS INFORMATION WILL RESULI' IN A DELAY OF METER IS5UANCE.
VNLL YOU BE INSTALLING A METER FOR A FUTURE U.G. SPRINKLER SYSTEM? YES NO.
IF SO, YOU MUST APPLY FOR A SEPARATE U.G. SPRINi;IER PERMIT.
FEE: $25.00 minimum fee or 1% of contract price, whichever is greater. State surcharge of $.50 per
$1,000 of pglmit fee due on all permits.
CONTRACT PRICE x 1°h
STATE SURCHARGE
TQT:4L
SITE ADDRE55:
TENANT NAME: STE. #
OWNER NAME
INSTALLER: _
ADDRESS: -
CITY:
PHONE #:
SIGNATURE:
OFFICE USE ONLY
METER SIZE: DATE:
STATE: ZIP:
APPLICANT
_ INSPECTOR:
220897
arFICE oF nW r+EtusTRAR a
T17LE8 • bumfA COIMY. MN.
GERf1FIEDTW i11E W1T1N1
llSfpJMEM W" FR.ED W 7}NS
OFFICE ON IW R
L-t UP?'A9
uoc "a
cErrtsC-09 Ho,
.MMESfLOOc,IAN ?
???,njEs
or,
fEE ?1'7_LL'? 00
CASH --
CHECX
ow+oe
crw+cNEv?-
MFUND
3 86 3 .
c?ot r SN«dv.?/
OAe'S ?o
yo7oLi
oFMce oF nre couHm
r+Econoea-aNCOU caunn, ru+.
CERTIFIED THA7 7HE M/I7NIN
IN5TRUbENT WA5 FlLED iOR
pECORD IN TM1S OFFlCE
pN AND AT
Oct d 2 31 PN'Y9
? No 90'7011
JAMES N. COUNTY' nRECnORnDEN
pEPUTY?/.FEE_{1[..G?
CASN D CMECI! )( CHMGE Li
CIMRGE WIIDII
HEfUND
DO NOT REMOYE
01,6 a
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aw. .
1 .
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?
?1 b .
i S 3 e0171 $V 9't ;.
f?3 ?.,? i`1? 849`1`i
!9 3 'i?33? ?3`14F ?.
?? ? ?'asy? ??i?? ?r
? , 3 3S?
15.3 ?33w $4;t ,
19 3 ,?,938f
I`}3?Q 3fo? ?4rF?
f93-<) 3v
193 wb4a#,' Sy;;c
I C> ;,? ./ --) Li i? ?1r
193 V,?) `la? s4?,
220897
907011
IIIICS MOOD 2BD ADDITI011
PYESSDA6 96DDCIBG VALV6 AGA86MBI1T
TN AGFEEM¢NT, Made and enie[ed Snto the ? aaY cf
, 1989r bY and EeYween the CITY OP EAGAN, a
Munici 1Sty of the Siaie oL Minnesota, (hereinaCCer callea the CITx,
and t?e owner and the Oeveloper identiEiea hecein.
The teims 'Developes' and "Owner" as ueed hecein re£e[ to HORNE
DLVELOPlJP.l7T COAPORATION rhone address Sa 3850 Cocone[lon Poad, Eagan,
Minneeota 55122.
MBEREAS, the Developer hae applied to the Clty fo[ app[wal of
tttB plat O[ BUbdivi810R knwn CB KIN6S W00D 2ND ADDITION, lOCateC
witlln the Cityl and
NBEREAS, the owne[ and Developer agrea to noti£y the pcoposea
potlntial bUyC[8 Of 8.1 lOtB xSth1II RINGS WOOD 2ND ADDITION th6i LOts
27, 28, 29 and 30, Block 1 and Lots 149 15, 16, 17, 18r 19r 20, 21,
22, 23, and 24, Block 2 are Sn a high antec pceseuce zone ana a
preasure ceducing vnlve ehell be lnetalled in each hane bela+ the
elevation oE 675 feet. All coats ehall be LAa zesponeibility of the
Oxnec and Developc= and shall ba SnetalleC to prevent aamage aue io
61gh waies pcesauce.
NON, TBEREFOR6, the C1ty, Owner and Developec agreo ns follws:
3, Aeeordino, Th16 ag[eem:ni ehall be iecoiaed vlih the DakoCa
County Feeorde[ so as to provide notiee Lo the wnera o£ Lote 27r 26.
49, and 30# B1oCk ] an5 Lots 34? 15r I6t 17, 18, 19r 20, 21, 22r 23,
aad 14# 81ock 2, RIHCS NOOD 2ND ADDITION. TDa wner shstl pcovice ano
e:ecu[e aay and all docimente neceesacy to Smplement the recocoing ot
thie agceemeat.
2, gQj,1ce. The recordinq of tAls doaument sAall conatitute
notice Yo all ovners and tutvta ownere of pcoperiy in the tCINGS wC00
2ND ADGITION tbat Lots 27, 26, 29, and 30, Block 1 and LoGa 14, 15r
16p 17, 18r 19r 20r 21, 22, 23r and 44, H1oCk 2 a[e ln a Algd vatec
pcessuce zona and that a pceasure reducing valve sdall be installea
!n each IIama belw the elwation of 675 feet. All coeLe shall be the
ceeponeibility of the Buyer and ehnll be installed co pcevent damage
due to high ratec praenuce.
3, v i. If any portion, aeation, subsection, aeatence,
clause, pncagcaph or phcaee of thie agreemant Se foc any ceaeon hela
to be invalid, sucA deciaion ehall not affact the valioity ot the
cemaining portion of this Contrect.
4, etnatno xore?ent. Tha pe=tiea mutually recognlze and egces
that all tecme end conditioae of this reoocdable aqteement edall cun
with the lnnd herein deeccibed nna shall 6e bSnaing upon the Aeice,
aucceesora, adminietratocn and aseigne of the wners and developers
refecenced !n ehia Contcact.
IN NITHESS WHEPEOF, Ne have hereunto set ouc hende.
CITY OP HGAN CWNBP AND DEVELOPER
(DatES ) HORNE DEVELOPMFNT COAPORATION
BYe
Ste Mayos I =
Atteets
Ite C ik j
STATE OP MINNESOTA)
,?___) 88.
COUNTY OP ?1i)
On tdie? daY oi u i= , 1989, beiore me a Notecy Public
rlthSn and fo[ eald COURiyr peleOnally appeaied VICT08 L. ELLISON ana
E. a. VanOVERBER6 to me pesaonally knowa, vho txing eacA by me nuly
ewocn, aach did say tbat tdey ace =eepeciivaly ide Mayoc ano Cleck ot
the City of Eegan, the municipality aamed Sn the foregoing
Snstrument, and thet ida seal elfixed on Cedalf of said municlpnliiy
by autAociiy of ite City Council and eaid Mayo[ an6 Clerk
acknwledged sald SnsirumenC to be the frea nct nnd deed of saio
muaicipality. ,
wnn ? ?nxn[nn?ua ? Ll. /I . ?.LGC?'C
xy?? ?q:M?IYLYC-YMMEWI? N ta[ Public ?
OAKOTA COUNTY
11? GeM+?iro? 4? IN ? HO
-2-
STATB OF hINNESOTA)
) ta.
COUNTY OP otR )
On thin ?S'" day of M1tY , 3989, Defore me a Notacy PublSc
rlthin nnd Eoc said County, personally appeared
.>'.rMCS 8. Ne,e.,F ,aMi- to me,,p?r?4? nally...,
knovn, whc being reek by me duly evo[n, ea?e?k ydid say that Y
respeebi J ChE PREf/DlJ1? - QI?Q of Cha Corpotatlon named Sn the focegoYng ?.
Snstcument, ' - ' - -'-' ------- -- --- - - •s ••-
and sAat saia instcumeni?wea
eignec vr"?- ea on behalf of saia cocpocaeion by auchority of Sta -
Baacd of Dicec[o[e and said P<c:1e1.1r -enr _.
ackn wlecged snla Snsecument eo De thq tree
eci and deea of tha co[pocation. ,• ?
euzneerH?El
y wor?nr.u.uo.n
OAKDTA Cw e...+.? APPAOVBD AS TO FOAM:
?
C y Attocney
a
te:
APPROVED AS TO NTENTI
?! r. , •
Notacp Pub11e
! ..
?ublic oike De artmeJ?t
Dsiss ? • 7-F??_
19IS INSTROMENT NAS DBAPTEO BYt
lIeMENOlIY i SEVERSON, P.A.
7300 Meee 147cn acceet
P.O. Box 24329
Appls Yalley, !!N 55124
l(?61?? 1 432-3136
e
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!
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t
?
?
l
. , 6124552292
07i31%96 10:08 FAS 6124552292 MCDON:ILD HOMES
[in 001
3 r5?3
Tkc Gcr.de Ar c? irands-on Homebuiloing
Y?Donald
O Vl E S
Transmittal Form
Date:
To:
From: f'7C
Total pages: ?
Fax Number: al ' y6
Commenrs•
Thank You
A"."t.ccon; - ?_x r'me 6u1,a,In' • Zc±+acc ??K ?e?•ca
nOl i Cahill .k?'znuc_ !mcr Grove Hnencv. NtN 5=076
phone. (6l2) 15;-5147 Pic:.l55-2'_9'
6124552292
07%31/96 10:08 F9X 8124552292 MCDON'ALD H03fES Z002
CnNSULTANTS
APIERICr,N Q ? • GEOYfC11rviCAL
? MA I f:M41.$
I ENGINH, It IM1G •ENVIRONMENTAL
TF.STING, INC.
R F EY AVA I ti B RV_ TT N
a,(VI) )I?,N?SI"I'y-j'ES11IYG
}?p(?12TED TO:
PYtOJ?CT:w
R?L? DENCE ? ? MEGA TNC.
4841 BISCAYNE AVBNUE
3$53 KINGSWOOD COi7RT EAGAN,yIN 55123
EAGAN, MTNNLSOTA
ATTN: MARK PIEPLR
DATE: JUL1' 10, 1996
8
?ET JOB NO,: 96-I15
?(n `t13s21.)_ucCC_41S
"Chis report presenis the resulu of Uie soil observaiions and testing we performed for die
ceferenced project. Our services were conducted on a pan-lilne basis. The scope of our work
was Innited to the following:
• Observing the bo«om of the mass excavacion for Lhe residence_
• Drilling shallow hand auger borings in ?he botcom oY the zxcavation.
• Performina, hand cone penetrometer probes in the bonom of the excavation.
? Evaluatin-, the suitabiliry ok the exposcd soi1s To support the fill and anticipated building
loadings-
• Conducting compacnon tests in fill placed to slab subgrades.
• Sunvnariaing the results of our services in a written report.
Our wurk un lhis p1'0?jcci w:is :unluirizccl by you uu Twid 10, 1996.
'AN AFfIfiFAAiVF: nC(I0N F111'I.UYEfl
2102 Univorsity Ave. W. Sf. Pauf, MN55i14 . 612-659-9001 - Fnx 612-659-1374
Quluth M3nki[o RnGhoster Viacsau
• 6124552292
07.31%98 10:08 F.U 6124552292 HCDONdLD HOMES
AL-T N96-1815- Page 2
CONCi USIONS
10003
Based un t11e results ot our obscrvaUOns, hac7d auger buruigs, hancl cone peneaouieter probes, anei
our review ol ihc availablc iiiformacion, it is our judgmenc fliac [he soils expOSed in the mass
excavauon boaom for ihe residence were suitable for support of che fill and struczural loadings.
The iesulu of rhe soil compaction trsrs taken during filling operations indicates that all tests met
or exceeded the n+iniTnum recommended compaction level at the elevacions and locaAOns tested.
These conclusions are intended as a summary. Read the remainder of the report for spetific
infnnnalion.
DFSTC=N INFOIZMATION
We understand or assume tha[ the constracrion underway will:
• Have two above-grade levels.
• Have a first floor elevation of 868.95 and a basement floor elevation of 858.72.
• Be supported by conventional spread footings designed using an allowable soil beazing
pressure no greater than 2,000 pounds per square foot (psfl.
• Have bottom-of-fooring elevauons ranging from 854 to 862 for the perimeter footings•
,
• Have approximate overall @imensions of 42' by 84':'? .-;._=`_:-'--..:?,!r..-,.`; .•.?,?„?'y??`;°' ?;
. ..'i:::=.r:.r._. -a ?.w,r1? ??!`FA• F:?....a
frame above-
.. Use masonry block walls below-grade and wood ,graa,-?
•. Have normal tolerance co settlement.
• Be construcied according to applicable building eode ie
?`?w..
07/31:96 10:08 FA% 6129552292
? Ah1ERICAN
l ENGINEEkING
? TESTING, 1NC,
RI+:PORT OF DT.NSITY TF_STS
PROJCCT: ItEPOR'1'ED TO:
10007
CONSULTANTS
• GEO7ECtINICAL
• MA7ERIALS
• ENVIqONMENTAI
RESID$NCE MEGA INC.
3853 KINGSWOQD COURT 4841 BISCAYNE AVENUE
EAGA1V, MINNESpTA EAGAN, MN 5522
ATTN: MARTS PIEPER
A.E T JOB NQ.: 96-1$15 DATE: .TGTLY 10, 1996
FTELb DENSITY T'E5T DATA
Method: Sand Conc (ASTM D1556) _; Nudear (ASTVI D2922) X_
Nntr: Pmctur Mlue.a aJju.siINl flir vei I,Idu gi:,vcl n"uicin, ,ud 8k"L'uIlIIOgIy, V r1110B SI1UW?, o11 PfOC[O( IIm a7@ IIOI fI@C@SCiBfiIY [I18
YBIIIL' Uti(:d pll L'JICllIJ[litg % L't1111rJ1'[IUII.
Dry MoisL `9a
Tesc Test 1'zst Dens. Con[. Oversize Proc. Percene Specified
Ng- L]-i4 nca -o cv pgL _L. M1LcCt31 S[O- Comnacrian IvIIIllIIllila
1 6113196 70'L•. 1/3'S uf NVJ Cldg_ 856 119'F 13 13 2 95 95
corner
3 6i13196 25'E oI i'NV hldg. camcr 853 115Ih 12.3 11 1 97 95
comer
LA.BORATORY MOXSTiTRE-DENSTT'Y RELATIONS Or SOII.S (PROCT012)
Op[. Moisn,rc Mu. Dry
i+n Sni117eSCriv[ion Merh od cnntem jZensittincf
1 Silry sand, Finc grained, brown (SM) A 15.5 114_9
2 Clayey sand, mosdy £nc grained, dark brown (SC) A 12.4 122.7
Procedure & Method: Standard (ASTM D698) --X__; Modircd (ASTM D
To proteet che addressee, the public, and ourselves, chis repon (and all suppor
own use. Na zepresencatioAS aze made to parties aehec [han che addressae_
6124552292
MCDOnALD HOMES
provided
s
/ '?? ?`?'?
Tcvicwcd IIy Rubin L.F ickin6ur
'PN AFFlRMATIVE AGT10N EMPLOVER'
2102 Unlversity Ave. W- St. Vaul, MN 55114 . 612-659-9007 • FaX 672-653-7379
Duluth Mankato . Roches[ar • Wausau
• . 6124552292
07/31/98 10:08 FAY 6124552292 MCDONALD HOMES
TiAIiTIIWORK QU.+.i.i1Y CONTROL INFOAIVIATION
121008
CAV TION RAS ? VA ATI
d, and on 1oca1 samples oc saiLS re?ved by ?d auSering ?
u of suppaning soils are based on soils cxpose
Judgmen
probing. Bzcause condiu°us +n The subsurface aze l?nddea. ic is noc possible co fully ctaracterize the 5"b5l"fac" CO°dtto'ss.
Thereforc, dje clieat mus[ accep[ zhar our judgmenu aze Suniced to chose soiis which are duecrly observable [o us.
As soil condidons maY be variable at depth, ic is 6esE rISaz ecMvazion base observauon be aided by deeper exPI?"6COn' TesL
boririgs (usually dont prior [o coatcrucnon). AlehouEh These deeper borings may noc toWly reveal whac is in the
subsuriace, they grczLLy rcdcue the risk q[ 6ceper poor soils going undecectcd.
TDe ptesence of yound wa[et within the excavation can a3so limic the suppo[tinS soil evalua[io¢ protess. A1so• if
sanding ground warer is present, ehere is a risk co the clicnc That compressible soilsbe ya1nhoD ?o ???e remain
?? The wacer dunng ezcavation. The comPressible mscerials can became ?PP?
glaced fill.
Snvccu-al fill plaeemem is commoalY moni?ored by performing local eompacuon tesu, which euails comPa[ing afield
deasiry cesc to a laboratory Procror tesc co ?mve at a percenc compacaou- Densiry iesu of fill on1Y Pro'nde the c°mpaerioII
level of [he fill as The locauon and elevacion of ? cest. As many faccois control compaccson, svch as fm lift tLucjme55•
moisnue concent, maceriai cype and compacdve effon, comoacnon ?ariadon wirhin fi11 can exist whieh may mt be
represeaced by ihe tes[s. Dwsiry (compaccion) cesc5 are ?ons?deled rePras?°?[ive w? ?ed in a conseienuous program
of consralled ?i11 placement, where che faccors int7uencing comp?rioa are closely moniwred. Covclusions ahout fill
suirabiliry cn supporc mvesar?l laadings from ?be icsuiu or a limiced number of eompacuaa cescs includes inereas ?? :
lll1iC55 aSC IIIJlvIJ? dC:lwut?` 111C Ctilic1?11U11] hm cample?c knowlcdgU of thc xFOre-mcncioned vc1 ?O?g?p?uscing•
Poe dllg ro3§on. pat(=[ime les[itig an a "?rip" 1)45I§ iftcl?7dF5 tnnro tig?F 19 Ihg FIiFUF Sh?ll "fuil-E
OVERS=ING vctural elemen?s also exen loadings lacerally; and hewuse of ctvs, ?hc txcavaeion and su6sequen[ fill sysum needs co
Su
be oversized w accommodarc rhese ivadings- wm.?eacibiliry eP Perae°f che soiLs rem Sainingeaionlg the exeavadon
sensiziviry of ?e suvcmrc and ?e suen?h! p nded for fouadations in "normal"
sidewails. Oversizing o¢ the order of 1(hocizoncal):1 (vetucal) is ryplcallY Pro
condirions. However. oversizing on ihz ocder of 1V. ' k or more is usvatlY neaded'° highly compres5ib[e simations sucli
as swamp deQosiu- '
?,ET dces noc pracrice in the field of surveying and musc rely o¢ locauoa and elevauon SrafanB uf proposed co¢5nvcti0n
by the clienc or iheir represenraerve• Our are;ti°rara`IIis in the field are made in relacion m rhose smkrs or otbec locarion
and elevaaon iniormarion provided co us• The reliabiliry of AE"f's opinions, wnciusious and cecommendaaons based
vn chose measuremenEs is dependent on The accurecy af the sralang or inYOrmacion pravided by the cliea or tbtu
represenrarive.
Soils v+hich aze ailowed to freeze will lseave aud iase densiry. Upoa thawing- [best 5Oils "ll °OC Rg"° the'r f I'll°n¢n?
sueagrh and densiry_ Ibe euent of hea-e and deasity/sueng[h loss depends oa the soil rype and mots;Urre GOIIditi ?
is usually more pronounced in 6ner grained soils. and Pamctl3rly silty soiLs_ Fvuodations, slahs, and orhec ?P1O eme lace
afieer.ed by sueh frosc movemeas sLnuld be procecced frnm frost inuusi°n d"'?'? ?e?g weache[. If 5iling ta?S P
dunng freeung weacher, all frozen soils, snow and ice should be scnpped from ail azeas [o be fi31ed prior to new 511
piacemeac; aud rhe new fill shouId noe be allowed to freexe during.or afcer placement For this reason, ic is usuallY more
beneFicial co perForm ezcavatelrenll operarions during free7ing weadier m smafler Plan azeas `Yhelp grade can be a¢aiped
quickly iaeher rban working larger azeas where a largc amounc oF frosc mipping may be needed-
R2 \Y S 1TPI-1RT (1N N nN"1'ROLLE
Risks uc associacca wi(Il supporong siruccures on li11 wlticn has no[ Ceen place6 in a conaolled aneen erformrnd},
manner- Even where esisung fill appears [o be wcil compacied (including whcn soil bonaF.S b%+e 6 P
hidden poorer or looscr soiLS can poccnnally eaisc below or wichin the fill: or previous ezcavauon and excension of the
compacccd fill may noc 5avc bcen providcd wich sufficicnt ovecsize in all diiecvoas tv accommodace the new 1a[etal
loadings- Risks caa 6z reduced by meaas of inereis3ng che amount oF us[ing and observation5.
R1CAN £NGIIVLERING 7£STING. T1YC•
02FLn014(4)96)
0124552292
07-31/96 10:08 FAR 8124552292 SICDONALD HOMES ._ , ,11,,_..IM.00$
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#96.-18I5=;PageF4•:
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northwest, to abouL elevaUOn 862 in the sourheast. The observed soils were judged-suitable fqr,;::?
GW
? support of the fitl and buikding loads. ??
' ?:i§'?i i.: .. - ?yl?:e? 6Y '..."' -_ ra.?.,.,?.:: ' -,?;fi::;r??E< "' `"5?,;.;;?•?j:
No standing w2ter was observed in the bottom of the excar•atton.
Y J$
- ' r..•.k.;::?'?,.'y;i;M:a I.r'k'?t.,?'.?• A_?????.. .c?l?_
. . - _ •?i?l 5"r4 Y
_ _ , - ^=??(?'_yr, a-7:.?;._F?ti? y, ., >'i? _ :,r,•..::-??.
:_ ',,..:'e' ':, :-. .. nt,i-..,:...-. -. . •:'?; .-..??(
Since the excavation terminated below foundation grades, 1:1'aversizing_of the excavation
.. . .
??.., __ ,_. ... .
and su6sequent ffi system was recommended._ pur judgmenu _of the excavationWove.rsizing.were,, ;., :`I,
based on tfie off-set staking and elevaAOn information provided ,foi us?.in_[herfield_by ,others:
- .-.- Based on ttre information provided, it appeared that sufficient 1:1 ?latetal oversizing was provided
for the observed excavations. -'--j' ?"h-? ? •,• -
" ? ? . ??N'f?xytN N ? ?T .
IETT T COMPACTION TI'„ST'TN?,G ,-
.
:. . ..:r.?'.?5?.?,???''?rki?;;..•..,. 1 ' ' ,?? .? ?y + ?.
On June 13, 1996, we conduceed 2 density tests in fill placed at the sife.. The densiry?test¢ were ''. ,'
_-
conducted on a single trip basis. The field densiry 2ests were compazed _to the laboracozy_5tanciard
- r; -
Proctor maximum dry density (AST"M:D698) to arrive at a percent compaotion level for : each test. '
Tha test results are attached. ? - _
?
• ,' - -- .??_ ?_v?l?!a;:,"::
To proteet the client, tbe public and American Engineering Testing, Inc., this report _(and aIl.'
supporting information) is provided for the addressee's own use. No representatioris, are made
to parties other than the addressee. " ' " ?,' -? '?',i:;F;?::?'?? ;'`:?• .
_07!31,96 10_08 FAS 6124552292
6124552292
hICDONdliD HO
f v
RAC'K YRO ]1vD INF'ORMATTON">"=:??.v;
V :i l
' 14 ? ?.? ?TII
To our knowledge, a preliminazy geo[echnical explorauon progr'dm has not been co
•,r,:?
azea of the proposed building . Because of this, we cannot comment oa the soi]
- . -,...
depch, Our judgmenrs reported herein are based only on rliose soils which wcre o
excavation and those probed by our svallow hand auger borings'nnd tuuld,cone
..... . ... .... . . ,. -:;:?;?, -,
probes. To further explore the soil conditions, deeper penetration test borings ar
.... ;;
Deviations from the above design informatioa could necessita[e .alteriug
recommendations. Contact us_if the inforrnadon stated is different from the
Building location and elevation information obtaiaed aC the site, and present(
• ;:f:?`.? :;.`::'.,:
referenced to offset stakes placed by others.
004
?i..
:,??? ?' •":
sign..
• ,,??:
rwas ; -
.a ?4 V
?k';•,,??
11 F _"
)ns at -
in _the,
meter,
?' VH.llvlro:Krc??'?xj3`:tir
lVA1IVlli V?51L.K
. . _ ..' . X 'A
. - _' ' . _. . >a?? .s47 `t.y..`n'{?.5,:•?,yw.,;.{-,_...`_ _
` We observed the mass excavaUOn for the building during the geriod from,7une ll,to 7une,I2,`
1996. We were uot pTesent at che site ou a full-time basis. Qur services consLSted of penodie; .
visits to the site, coordinaced with you, which allowed us to observe the entire excayation: ,.Yn
addition to observing the soils exposed in the excavadon, we conducted, shallow band; auger
borings and hancl cone penetrometer probes in the bottom of the excavauon. ;,.. The.,soils,,_; ;
J. J _) _ ' •; .
encoun[ered Were classified in generai accoTdance with AS"I'M,D2488 Esumates were made of„ ?
their strength properties based on their resistance to advancement of the, hand auger and,from,the'':;
hand cone penetrometer readings. :_??v-•:.?4.?;??.:=t-
` ^
'f . ..4?;-Y:'.:"?,'•'? . .
'L:'?I??• ?' ..(??ni?Y.'qS.:Y 'vii?6??i' ? r
The solls exposecl in the b3se uf the excavadon were ciasslfiedas nanually?Fleposited _si?ry :`
.'.?•I.-,S"2.0'•ii sand giacial till (SM). The bo[tom of the excavadon raneed from about elevaCion 850_ in tlie
• • 6124552292
07/31%96 10:08 FAX 6124552292 bICDONALD HOMES
AET #96-18I5- Page 5
Our services for this projec[ have been conducted to those standards considered normal for
Scrvices of tllis type at [his ume and location. Olhcr tllan [his, no warranry, eirher express or
implied, is intended.
Report Prepared By:
Robin L. Flickinger
Geotechnical Engineer
Report Reviewed By:
16006
Michael P. McCarThy, PE
Principal Engineer
MN Reg. #16588
Ati:ICluncitis:
Report oY Density TesLs
Larthwork Quallry Control Information
PERMIT
City of Eagan Permit Type:Building
Permit Number:EA124240
Date Issued:06/25/2014
Permit Category:ePermit
Site Address: 3853 Kings Wood Ct
Lot:16 Block: 2 Addition: Kings Wood 2nd
PID:10-42001-02-160
Use:
Description:
Sub Type:Reroof
Work Type:Replace
Description:
Census Code:434 -
Zoning:
Square Feet:0
Occupancy:
Construction Type:
Comments:Please print pictures of ice and water protection and leave on site.
Carbon monoxide detectors are required by law in ALL single family homes .
Lisa Nyberg
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 -
Thomas Wilson
3853 Kings Wood Ct
Eagan MN 55122--381
Property Claim Solutions Llc
2005 Pin Oak Dr
Eagan MN 55122
(651) 994-2028
Applicant/Permitee: Signature Issued By: Signature