1401 Vince Tr
Page 1 of 1
Pam Dudziak
From: John Gorder
Sent: Monday, June 16, 2008 8:41 AM
To: 'wereonthego@comcast.net'
Cc: Pam Dudziak
Subject: RE: Proposed Storage Shed at 1401 Vince Trail
Mr. Jesh,
Thanks for the email. Pam did pass on some information on the proposed storage shed.
The easements on the property were dedicated for sanitary sewer, water main, and pond flood storage. The
easement in the area where you wish to place the shed is primarily for pond flood storage, if a large storm event
causes the pond to rise into your yard. If you wish to place a shed in that easement, please be aware that it may
be subject to flooding at some time. The shed should also be constructed without footings in the unlikely event it
may have to be moved in an emergency sanitary sewer repair. The shed is acceptable within the easement area,
if the possibility of flooding is acceptable to you, and it is constructed without footings.
I hope this information is useful. Please contact me with any other questions you may have.
John Gorder, P.E.
Assistant City Engineer
City of Eagan
Phone: 651-675-5645
Fax: 651-675-5694
jgorder@cityofeagan.com
-
From: wereonthego@comcast.net [mailto:wereonthego@comcast.net]
Sent: Friday, June 13, 2008 10:14 AM
To: John Gorder
Subject: Proposed Storage Shed at 1401 Vince Trail
Hello John,
My name is Mark Jesh and my family and I just moved into 1401 Vince Trail (Lot 1, Block 3,
Kennerick Second Addition). I spoke with Pam Dudziak this morning and she referred me to you. I
would like to place a storage shed in my back yard. I would like to clear some of the poison ivy out
from the back of my property and put it there - avoiding the sanitary sewer and water lines. T, being an
engineer myself, will work with my landscaper to maintain the grade in Yhe area while making the shed
level. We will use limestone as a base to provide proper drainage in the area.
I can be reached via this email address or better yet on my cell phone at 651-470-9839. My home phone
number is 651-405-9313.
I look forward to hearing from you soon,
Mark Jesh
6/16/2008
41~ ~ .
.
Clty of Ea~~n ; Pe~,it#
I Permit Fee:
3830 Pilot Knob Road I ~
Eagan MN 55122 ~ Date Received: I
Phone: (651) 675-5675
i ~
Fax: (651) 675-5694 I Staff.
~
2008 RESIDENTIAL PLUMBING PERMIT APPLICATION
Date: "7"087 SiteAddress:
Tenant: Suite
RESIDENT / OWNER Name: Phone:
Address / City / Zip: .
CONTRACTOR Name: D1„~ i- tA License 05 9,30e " `i"
Address:
City: Scate: e%~ Zip:
Phone: (9 '0) '8 1 S q Contact Person: 66nj(-,
TYPE OF WORK -ZNew _ Replacement _ Repair _ Rebuild _ Modify Space _ Work in R.O.W.
Description of work:
PERMITTYPE RESlDENTlAL
Water Heater Water Softener
_ Lawn Irrigation V Add Plumbing uctures
- RPZ I_ PVB) _ Main ower Level)
Septic System _ Water Turnaround
New
Abandonment
RESIDENTfAL FEES:
$50.50 Minimum Water Heater, Water Softener, or Water Heater and Softener (includes $.50 State Surcharge)
$30.50 Lawn Irrigation (includes $.50 State Surcharge)
$50.50 Add Plumbing Fixtures, Septic System Abandonment, Water Turnaround' (includes $.50 State Surcharge)
"Water Turnaround (add $136.00 if a 5/8" meter is required)
$100.50 Septic System New ($10.00 per as built) (includes County fee and $.50 State Surcharge)
$90.50 Fire Repair (replace burned out appliances; dudwork, etc.) (inciudes $.50 State Surcharge)
TOTAL FEES $
I hereby acknowledge that this information is complete and accurate; that the work will 6e in conformance wkh the ordinances and codes of the City of
Eagan; that I understand this is not a permit, but onty an application for a permit, and work is not to start without a permit; that the work will be in
accorciance wAth fhe approved plan in the case of work which requires a review and approval of plans. .
X G~~ 6 s U-,, X(~;--
ApplicanYs Printed Name ApplicanYs Signature
FOR OFFICE USE Reviewed By~ Date
" x i+t*
Required Irispectjons , ' Under Ground,~~ ~ Rough Inu ~ Air Test ~ ~ mGas Tes~j -Fii~al = ~
'x, , .t' , .'4°~?,F~!._. r t1t E. c... ,r,mz ..,_-::a",`°6= is~im`~;'~ w.:xo-v.- ~s
~ • y
i
Pem,itn: Y c~yc~ i
City of Ea ~ tioo$ I
I permit Fee:
3830 Pilot Knob Road MP~ I i
Eagan MN 55122 Date Received: ~
Phone: (657) 675-5675 v~n i I
Fax: (651) 675-5694 I 5tarf: I
I - - - - - - - - - - - - - - - - - - 1
2008 RESIDENTIAL b3UILDING PERMIT APPLICATION
Date: 3-31-09 SiteAddress:(/11Xcj,j,%,~ ~~~1~4
Tenant: Suite
RESIDENT/OWNER Name: L-s/ Zv Phone: 01 Z"$I0j'jt~7
Address/CitylZip:
Applicant is: _~_e Owner Contractor
TYPEOFWORK Description of work: 130 l;en..ti'b 5,,1C
Construction Cost: 0 MWti-Family Building: (Yes No _\y
CONTRACTOR Name: License
Address:
City: State: Zip:
Phone: Contact Person:
COMPLETE THIS AREA ONLY IF CONSTRUCTING A NEW BUILDING
Minnesota Rules 7670 Cateaorv 1 Minnesota Rules 7672
Energy Code . Residential Ventilation Category 7 Worksheet • New Energy Code Worksheet
Category Submitted Submitted
(4 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 _No If yes, date and address of master plan:
Licensed Plumber: Phone:
~
. Mechanical Contractor: • Phone:
Sewer & Water Contrector: Phone:
NOTE: Plans`andsupporting.documents that you sudmit are considered to be pubtic mformadon_ Podions oi '
~the informatron, may be classified as non-public ii you provide sReeifrc reasans ihat wvuld permit !he City to
condude fhaf fhe are, trade secrefs: `
I hereby acknowled9e 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 permd, but only an application for a permit, and xrork is not to start without a permit, that the work will be in accordance with the approved plan in the rase of work which requires a review and approval of plans.
L- L •`+i 3Jt X A ~0, /,~L
ApplicanYs Printed Name Applicant's Signature
Page 1 of 3
rl .
DO NOT WRITE BELOW THIS LINE
SUB TYPES
? Foundation ? 05-plex ? 16-plex ? Accessory Building ? Pool
~ ? Single Family ? 06-plex ? Fireplace ? Porch (3-season) ? Ext. Alt. - Multi
? 01 of _ Plex ? 07-plex ? Garege ? Porch (4-season) ? Ext. Alt. - SF
? 02-Plex ? 08-plex ? Deck ? Porch (screen/gaze6o/pergo1a) ? Multi Misc.
? 03-Plex ? 10-plex fj7' Lower Level ? Storm Damage
? 04-Plex ? 12-plex ? Miscellaneous
WORK TYPES
New ? Interior Improvement ? Siding ? Demolish Building`
0 Addition ? Move Building ? Reroof ? Demolish Interior
CC~ Alteration ? Fire Repair ? Windows ? Demolish Foundation
? Replacement ? Egress Window ? Water Damage
* DemolRion (entire buildin9) - give PCA handout to appiicant
DESCRIPTION:
Valuation &00 Occupancy TrLG- l MCES System
Plan Review Code Edition 200'7 iAr SAC Units
(25%_ 100°/a Zoning 12-1 City Water
Census Code Stories Booster Pump
# of Units Square Feet PRV
# of Buildings Length Fire Sprinklers
Type of Const. Width
REQUIRED INSPECTIONS
Footings (new bldg) Sheetrock
Footings (deck) Final/C.O.
Footings (addition) _~a Final/No C.O.
Foundation )o HVAC
Drain Tile Other:
Roof: Ice 8 Water _Final Pool: _Footings _Air/Gas Tests Final
ZQ Freming Siding: _Stucco Lath _Stone Lath _Brick
Fireplace: 1Q R.I. Air Test ~ Final Windows
V Insulation Retaining Wall
Reviewed By: , Building Inspector
RESIDENTIAL FEES=
Base Fee + ~ ~ J Ja ~s ~~tf
Surcharge
Plan Review
MC/ES SAC
City SAC
Utility Connection Charge
S&W Permit 8 Surcharge
Treatment Plant
Copies
Total
Page 2 of 3
3 6 v &qz9 _4 s s z 6. ~r 3
PP G 9~q T ~ 90, so
• 2005 RESIDENTIAL BUILDING PERMIT APPLICATI01~( Gqzq g -~-0.
S 0
City Of Eagan S 9 g~ y 3
3830 Pilot Knob Road, Eagan MN 55122
Telephone # 651-675-5675 FAX # 651-675-5694 (00-M 14-0
s+-W 699q
New CansWCtbn Reauirements RemodeVReoair Reau remenb Office Use OnN
? 3 regstered slte surveys showing sq, ft, of lol, sq. ft. of house; and all roofed areas 2 caDies o( plan CeA of Survey Reod /Y _ N
(20% rt~azimum lot coverege allowed) 'i~ JFnn 1nJ S/2c an/ 1 set of Energy Calculatiore tar heated addNOns Tree Pres Plan Recd ZY _ N.
? 2 coDies of plan showing beam & window sizes; poured Pound desgn, etc. 1 sAe survey (or additlans & decks Tree Pres Required _ Y_ N
i/ 1 set of Energy Calculations AddRion • indicefe Banstte septic system On-sile Septlc System _ Y_ N
3 wpies of Tree P2serva6on Plan'rf lot plattad aher 711193 j o ivtij3 Ff- S/ZS dtj
Rim Joist Detail Oplions seledion sheel (6uildirgs with 3 orless uni4s)
~ I
Date 5/ 25 / 05 Construction Cost I r f' J~~' I!~,
Site Address 1 401 Vince Trail Uni S?AJ` ifiI
Lot 1 Block 3 Kennerick II
Description of Work New Constxuction
Multi-Family Bldg _ Y XX N Fireplace(s) _ 0 XX 1 _ 2
Property Owner New Construction Telephone#(g12) 810-3597
Contractor Thorson Homes. Inc.
Address 4466 Wedgewood Drive City Eagan
5tate MN Zip 55123 Telephane#( 6 12) 810-3597
COMPLETE THIS AREA ONLY IF CONSTRUCTING A NEW BUILDING
XX Minnesota Rules 7670 Cateaorv 1 _ Minnesota Rules 7672
Enefgy Code Category . Residential Ventilation Category 1 Worksheet • New Energy Code Worksheet
(Jsubmissiontype) Submitted Submitted
• Energy Envelope Calculations Submitted
Have you previously constructed a building in Eagan with a similar plan2 _ Y _ N If so, 25% plan review
fee applies.
Licensed Plumber Thomoson Plumbing Telephone 95~ 933-771 7
MechanicalContractor Kleve, inc Telephone 95y 941-4211
Sewer/Water Controctor Allied Excavating, Inc. Telephone fl 95? 894-8340
I hereby apply for a Residential Building Permit and acknowledge that the information is complete and accurate;
that the work will 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 plan in the case of work which requires a review and
approval of plans.
L
Applicant's Printed Name ApplicanYs Signature
OFFICE USE ONLY '
Sub Types
? 01 Foundation ? 07 05-plex ? 13 16-plex ? 20 Pool ? 30 Accessory Bidg
)l( 02 SF Dwelling ? 08 OB-plex ? 16 Fireplace ? 21 Porch (3-sea.) ? 31 EM. AR - Multi
? 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 Porch (screen/gazebo) ? 36 Multi Misc.
? 05 03-plex ? 11 10-plex ? 19 Lower Level ? 24 Storm Damage
? 06 04-plex ? 12 12-plex Plbg_Y or _ N ? 25 Miscellaneous
Work Types
~5,' 31 New ? 35 Int Improvement ? 38 Demolish Interior ? 44 Siding
? 32 Addition ? 36 Move Building ? 42 Demolish Foundation ? 45 Fire Repair
? 33 Alteration 0 37 Demolish Building` ? 43 Reroof ? 46 Windows/Doors
? 34 Replacement *Demolition (EnUre Bldg) - Give PCA handout to applicant
Valuation 17G, ovo Occupancy - 14L MCES System
Census Code Zoning n"L City Water
SAC Units 0 / Stories ~ Booster Pump
# of Units f Sq. Ft. ~ PRV
# of Bldgs I Length Fire Sprinklered
Type of Const ~ Width ~
REQUIRED INSPECTIONS
Footings (new bldg) Final/C.O.
_ Footings (deck) rT Final/No C.O.
Footings (addition) _ Plumbing
~c Foundation _ (-VqC
_ Drain Tile Other
Roof Ice & Water Final Pool Ftgs AkGas Tests Final
Framing Siding Stucco St n_ Brick
~ Fireplacey,, R.I. _yAirTest --)(Final Windows
~ Insulation Retaining Wall
r ~
Approved By: y 2 , Building Inspector
----------------------------------------------n--------
Base Fee S'00
Surcharge ~J
Plan Review ? 460t~
MC/ES SAC ~
7~j ?~/D
ciri sac ~D~t7 1510
Utility Connection Charge tK
S&W Permit & Surcharge ~
TreatmentPlant ! ntwr5toJp
License Search
Copies S07 Other
Total
I I
MNCheck COMPLIANCE REPORT I I
Minnesota Energy Code I Permit # I
MNcheck Software Version 3.0 I I
I I
I Checked by/Date I
i I
COUNTY: Dakota
STATE: Minnesota
ZONE: 2
CONSTRUCTION TYPE: Single Family
DATE: 6-23-2009
COMPLIANCE: PASSES
Required UA = 516
Your Home = 911
20.9$ Better Than Code
Area or Cavity Cont. Glazing/Door
Perimeter R-Value R-Value U-Value UA
CEILINGS 1421 49.0 0.0 38
WALLS: Wood Frame, 16" O.C. 3779 19.0 2.0 212
BSMT: Conc. 8.5' ht/8.5' bg/8.5' insul 113 11.0 0.0 6
GLAZING: Windows or poors, Above Grade 977 0.280 139
DOORS 42 0.500 21
COMPLIANCE STATEMENT: The proposed building design described here is
consistent with the building plans, specifications, and other calculations
submitted with the permit application. The proposed building has been
designed to meet the requ~i~re//~}ents of the Minnesota Energy Code.
Builder/Designer& %'/~j1r:~, Date
~~~~c~ ffiu~G cocr
.r '
: • ~ ~ ~ c~s4 0,~~~ ~~~Q ,.~.~sTtt`~o s a~~'~
~
(PLEASE READ ATTACHMENTS)
Development Zt 41),Dy
Lot Number ( Block Number 3
aaaress l`lN L11N( ~ icZA- l l
Builder ~QCON k~"DYA Cj -j~NC,
PHONE NUMBER: b(z - 9 tU '.S -nl
CONTACT: BK,i6N wRSU lv -
Tree Protection Reauirements:
Tree Protection Fencing Installed On Site
Oak Tree Pruning (Immediately seal wounds during April 7 to July 31)
Therapeutic Pruning
Retaining Wall
Other:
Reolacement Trees:
Not Required
:41-- AsFollows: Z Gi~J'[CC30 6ZY
C~ti ~ pC-UDU:6u-S 7KE6 OR l2~ ~ON~E~,
Attachments:
Yes
No
EA(3AN FORESM DOVISIoN
Additional Notes:
R
~i oY~FY c ~ ~~t Fo rt~-i'~~~ s~?~FF
W6iG'1J Vv11z6(rvr(lbrl 7R,eeS dTi.e~
-ti.)SZki,6D (i3F`ZCR, ~oN17Ri,iC7j CON~ DAl'E
H:\gh0ve\2004Ne1treepres\Tree Preservation Plan Summary-2004 . .
y LOT SURVEY CHECKLIST FOR RESIDENTIAL 983
' BUILDING PERMIT APPLICATION
PROPERTYLEGAL: I lC("k
DATE OF SURVEY: ~ /3 aS
LATEST REVISION:
d
m
c
R
L
U
o
O z ¢ DOCUMENT STANDARDS
. Registered Land Surveyor signature and company
,PI ? ? . Building PermitApplicant
? ? • Legal description
? ? • Address
kAll ?0 • North arrow and scale-SarJB.jJceS A)a+ Sco.k•
'g' . House lype (rambler, walkout, split w/o, split entry, lookout, etc.)
,g • Directional drainage arrows with slopelgradient °/a
)G/)2r • Proposed/existing sewer and water services & invert elevation-SIwJ "6rQ, SPNiCCS Conntc-4 1% ArnQ_
g ? p • Street name
,le' . Driveway (grade & width - in R/W and back of curb, 22' max.)
,ET ? ? . Lot Square Footage
,2- ? ? • Lot Coverege
ELEVATIONS
Existino
? ? . Property corners
. Top of wrb at the driveway and property line extensions
?0 ? . Elevations of any existing adjacent homes
• Adequate footing depth of structures due to adjacent utility trenches
? ~ ? • Waterways (pond, stream, etc.)
Prooosed
? 0 • Garage floor
netd y° s~.ew 6~,)
~?„eff . Basement floor 42 o so sGo4ad be sa.+e eJw• 6~
?gr • Lowest exposed elevation (waikout/window) ~o~gif F/ee/' iS $-16•1 6uf' C bac,k oF,s6rcrc JS
• Property corners h~~ea e/. is Cpf/pC-E ?
. Front and rear of home at the foundation 874.0. W
rw
PONDING AREA (if avplicable)
? g ? • Easement line
? g ? . NWL
? a ? • HWL
? JiF ? . Pond # designation
? ja ? . Emergency Dverflow Elevation
? ,QJ ? • Pond/Wetland buffer delineation
Y • Shoreland Zoning Overlay District
y ~ • Conservation Easements
DIMENSIONS
? ? • Lot Iines/Bearings & dimensions
All-"Zl . Right-of-way and street width (to 6ack of curb)- 5" 6kC4 proP• 4,'a, Skoa fCmp. Ca./•a¢-Sac
,B • Proposed home dimensions including any proposed decks, overhangs greater than 2', porches, etc.
nI (i.e. all structures requiring permanent footings) ,
?'g • Show all easements of record and any City utilities within those easements-/A6eI _Vz~ Df Ct Es.m`, OAl A6(~ Yde
~ 11•dl ?og • Setbacks of proposed structure and sideyard setback of adjacent existing strudurest 'fNK f,ro~
~,~i . Retaining wall requirements:SLar ,~9 ~li WF.ete W0' Slepe ax Q4ds S. ~ o S'~'"+"y nya,. b
Reviewed By: Date OS~
~
G:lFORMS/Building Permit Application Rev. 11-26-04 64A
PI NEEReizgineerifig
MaN, 16, ?UUS
N1r. (;rcgg Iiovc
Supen isor uf 1'orestn
('ity o l- l - agan
;501 C'uachman Point
Cagan. Minncsota 551 22
Rl:: 'I'rec Certitication
Lot 1. C31ock 3. Kennerick Second r\ddition
f:agan. !41N (Dakata Cvunty)
For: 'l'horson Homes lnc
1)ear Sir:
"fhis letter is ta veri(v that 11torswn Nc?me. Inc. hsti ahided hy the C'ity of F.agan's Tree
Prekrvatiun Ordinanre on [_ot 1. Block 3. Kennerick Second Addition.
During a site visit on :4fav 10. 20(15, al) sigtiificant treeti cic,~ignaled lo be saved were observeci on
the Iot and are in good health. No tree preservation plan was available for this development.
llue tc? trec rentcval exccccling thr :Lllov?zhie ?0°N0, rcplacemciit trecs ?vill bc rcquired to he
planted after eonstruetion i, corttplctcJ (see attdciie.~ti graphic lor recummrnded tree locations and
ty-pes).
Thr house has leen stal:ec9. Tcee protectian fcncing stiouid bc placed outside of the dripline of'
all trees to tx; saved. Future grading and conswction shouid not have a reegative effect on these
l(ees_
l f you havr any quc`stions. plcase cal l me at (65 I) 68 I-19 ! 4.
Sincereiv.
-
f'1O\I:I?ft I'.'dCilN 'I'.KIN(i_ P.A.
~
Ken J. Arndt
Urban I-'orestcr
MN-4i} i3A
PI
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TREE CERTIFICATION i
~ Certificate For: THORSON HOMES INC.
LOT 1, BLOCK 3, KENNERICK 2ND
TREE PROTECTION
FENCING
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TREE LIST
t--• ~°u~~:~Eo
`7r TREE 'yPE S'A1;5
567 72" CGjTJN1V00D 0Fr SITE--
8b8 12" COT?ONtiy'OUG SAVF
, 964 13" CUT'dNti4'pOD 5AYE
870 22" COi"ONIVOOQ (2) SA1+E i
871 zs' Cc1 •OrvWoOD savF
OR7;-1 s1z 18' roT-ON'N•'~13Q savL I
~ 873 12., cnrT ON'No() r, snVC,
A874 14" CGTT{iNLVC'i0i? (2) SA
875 13" COT tOfwt:4UOD SAV=
r.!?6 '2" Ct3T?pN'N0f1^ SAVE
e3 ~7 12" CO770NW00D 5l.4c
P?g 12., ",1T'C;N'Nn017, SAS:'=
; SiTE SUMMARY A79 7 3" BOX°_LDER s:.
Saa 1. 2" Bux:.l r,Ek SAaE i
TREES SAVEd• . ~ 7as' 24" R)x~]_ora sc~vl
~ 882 12" i3;~x: l C?cH 5AvE
TREES REMOVED: 883 12" ROx, : I_c;;. N oFt srrr
T~TAL TREES: ~(.~saa 14" t3oxkLD=N cF:
~ f3 $5 16- CO"TCNfi00;? UFF S+T;7
886 35 Cii''C`:KCQO t7f'F ~TE
. 587 a4" C0'7.1"N4,000 '2) 4fF SITE
908 0' f3LAC'ti viICRRY C?FF SItF
889 8" tsl.ACr, C11E?kY F?tMUVE
590 8" E3UR O.ak RErJGaT
891 7" BLACK I:HFRRY t2:b'nYE
1294 13" REU Ci,4 Rt !1;"vE
OhY;OC_X? I hereby certify thot thts plon wos prepared by me crr under my direct
aupervision onC that 1 nm an Urbon Forester and o Certifie4 Mborfst.
~ ~
~-w~~
- - -
lSrbn Arndt. rban Foreater-CerUfied Arboriat N 4033-A :h: i'~~ ;i;bV[F;
:,.;~~.ri• P,+cE oNE OF
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r,h's MN t 7G ~ ;oon Ro:,ids MN 5543.~.
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TREE PRESERVATION DETAILS
~
,
TREE PROTECTION FENCE PROTECTED RQOT ZONE
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KADu5=1-1 5 FAn` aEF MCri
iF TRUNK L7IJtfVr': §
7HE AFffA OF R00T5 EQUl1L TO t'-i.S FOR EVERY 1' IH 1RUNK OI/WETER (0@H)
' TREE PR4TECTION ZONE NLh.r 2C1h€ KU1,-5 ~
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KCOtS fMR' r.F11CTd` MFMMILV iry rf6TR 1/((Y N{JTqI£Hi JP}MCl
•NrT/l1l TREE fJ14 $,t 'Lh,'C aR,~^,F !iP, A" :-1E jlVi T1VC AS lC1EAilkv
• SOwC T4iE5 C,w W.RtStJtHD 'vP '4 507G AOVf SEvFRM1GE BU' On[p rRFF
. aqlri,^.':',p: +tNCE SHOt.C irtvAlN F-_n:;c _!.-iL AiI 5L`LCICS WE fxl'KIIAfIT SEMStSi'-ti[ NJ At1t ROoT SEVEwtia
•<.Ri LCMWAC12UN AY) f4l OVER ROOi SYSYCYL AAf :[15i sS OJNRAGVG AY
Ri7Ci 5'F,vfKAW.E Ni0 F.0.20 8[ WhnlnaEb rdM pR0?fR SQL oxYGEa if~sLs
•'MfE PftO1-WIGN ^htiE ':Q `.,Il' ILh':'E IS iZ) fK PLACE6 CU'ADC tilE
'ROT^_TtD RWJr :l'-It -7s "HF 'Ti[[
TREE PRESERVATION NOTES AERlAL vIEw
-:J
E:r;prE ,nNf, CL:dD I.C. 5_;,;•.5. ..ti'RS~t7~ i~+r.U:G Y''' N1T.~ rwc PRCTECTEt3 kt)UT L~:~ -
i C4NS.it.rAr _;nr OIEN R'~L RCNK CR:,^EGIiFES C;L:S'.
I ~"_~kRGE AREhS 4N4 iFLt •'HOTECnpro MCASIriiES
!
Wit =ROlrcnoN FEr,ce :l; ro PIF P_,acEO oL-anE u n,c aaIaLnE O< TRFF vH07EC7iON FEW.
M l Sturylrl~^,ANT tR~'S iG ~tE $AV-D Fcy~ ~;l RF.44w1U UNiU, AlL TE AVRR :S ;.CMP_E'E.D F:`IC£ 4HOUlD YOf yF MOV±L' pR Rfla'a s~;' ir,s]nq
•r~.Ol.~r ;TR9Al CiR /Yft,-rEti C6!ANLNIGA.^.IA wrN !v=_ CO`iSUI.'~•i1 - ~A
' Nr.~ +ILL S40l.i.0 pE "LAt_cJ ALAiVST rilf. t?UNN. 0•. 'Hj IiY10' f.RO'MN i ~f+;;= L I~~;
I ',f. •k74,iti THE ~,^,f71i` LNF. a2E,t CF
~ ANY IKE[S t~•A? AiiE 717 8: Sa:?;:
~ • Ckk~ NuSf E}E TAXEN 70 AREVEHI CHANGZ IN THE 504 C'ffNISTR- i.-7
I ?i - fONCRE'F '/fAtiMOU? 11NQ IEAKAfiE OR Si°{L_AJ'E ti'GxiC . .
MfiE~,4.i'.
; SUi;H AN PAINTS QT{ F;7£LS.
. AL, CCP15'QUCTICN =UL•IF1fE4f 7lfHICLE iRJl;fiL AND S'ORAC,E ApEp_ ~
VtiST EE LU(:A'fa Oti75IpC Jr AN7 T1RE aROTfC?:Or+ ARrA
aRI)NIM.*, 'Jr OA! 'WrS fNU`i' YO' tAK'e P:ACE FROM +.Ml l:r 1U •
. t q:X,tkDEKG UF OAK '7=E5 Y'GUR, A NON-1MG +i4UNC 9itES9'wG ~a..=.
AFPUEO +uNEr: n-ri v, rE«r,avATORS N..St Oq~'A N(:fi - TOX;','
rifjU`EI DHF5SIN%' 'N.'- •.~U Ot: I7FVC.::P4~.'." -
I (
~
I
PACE 11M0 OF THREE
l_ _
- ~ - - - -
~ Plqs.NEERengineeHng
~~~<< Erlterpri~~6 Driv? _ C; L _r:, .:tr+= F._•v~.--- - :!»s. ~;.r~.._. n.i;o~it~c"_ 141 3,`'i•h Avenuc c•!
.rncjnic -e•;h',s Mi~ t.t
. '
''1 ,:•~1 I?"._ ,~A: r~l )4kr _ ~ .o^ RoDids MP~
~4
~t- - . , . ~ _ . t . ~1
I'=--
i
I
~
SITE SUMMARY ~
TREES SAVER: , '3.97'
TREES REMOVED: (26
TOTAL TREES:
SIGNIFlCANT TREES
rC 4tt. T4EE5 J
w'.tiPlY 8Y 200t 1.6 '3} N.L8MR47LC iP,Ce P6MOvA, Winryf w~`_.aT::.•, I
,;:71F+k z,e. *Rce WaaYels _6
REPLACEMENT TREES REQUIREQ: i
Vil:ti:Att011 REWIRED ;YE51 t rOr+LL / 0F 4G~r~tCtit+y roFtS j!j,' KEc~ v r;.,-r~ ~F~ •w I
%I 1 '1 (3 r.ri()r; Nuv~?i t:.. a.;- gr•<_u _ , • ~ ~ - _ _ -
REPLACEMENT REQUlREAAENTS
TkfES 'e- -rF; ~~--T-Rpp5 RO REO OAK/QUERCUS RUBRA
D
:1f. ' L= :ea' ~~,-,E t 0 G 0
ra.4(iN`:v.YiS t'-20' CMAuAEtC: 0 0 D
•4aaGw~',~65 buMETEq 0 0 a
IW'°`:' •2'-24' ° c ° -
ti.^~T~1';7~MS I F
24' .u? J2fnltli A RED MAPLE/ACER RUBRUM
I --:!YC': 14YE'•. ,
I u'.u _•i :t~., , _ . 's..~ _ _
'A' '8" 'C"
~ TOTAL REPLACEMENTS CATEGMY CATECORY CATE60RY
~ 2 4 8
'lIRtIR/pE1fLOrfJ1 MRi 1LANI MU~ Cf tIRFt AS USim M pLY Q[ GF 1= G7LOOM
_ _ 'Y,-r..::._: ~ - :SS '-irn~ w-.t)'v C•iv;rt~ ~
'1" .B1'.+~.S1:5 tlitt3 VJ' i.1:1 n.,ya,
` ;a'[qpt, C4RUt01l TltffL .GT .iSS MAy A FELI F 4A!1 ~
" MCLI~J.Z ~eft7 ~7' 1f5l
".~"N• ":wsei?.~5 ':_f:. ~a? "'4¢ ~ ~Ir~ M -f:I.T
0 TFC_ 7 NLS` 8E FLi.NTtD A.` 1--ft ~fVn;_ Gr7_ADE riAS 3~EY C:UMf'LE GIJ I
•~kE~~ S1~OULU 8r +Nt~LrNEC wiT~l SFIREiiu£C ik{lQD MUICH 2' aEY0NO 1HE C~IOAY pP TFiE TREk-
A CEPTH 3-4 IhCNE'; {p{; NQ? IJOUNO MU? CH AT yASE -)F' ?REE)
•"rit, l.(.%=R/GL4ELC'ER SIiO;;1.1i PtANT A COV!OIVn i1CS ?F i?ZEE 7Yi%ES ANQ NOT JUST A 5tNGL7 T''''_
• TZE';- ::YNkOL`~ rti -n_oTv Rc'uRf..:;EN' n 7_C,7kAmr\!^F-i I(;{'AT FitR TR£~5 i? $F f~A~?E~
DECIDUOUS TREE PLANTi1VG DETAIL
TREES T4 REPLANT
. h~~t ` 1~~1 ! _n."C~
i aL-C'-c:'`rC~.._ I ?F=[ ar:r
~ DEqDUOUS ,1REE5
'ia.Nlr ;'l1F=fl-ll'c, tt':;(J_.Jfi e°• i~ ~'fi`~~=r
k... iUtitY @LAZE }JAP. ~ /'Ai:'tR c~EVANI, 't?=- ~ \ ~ - -
nEG MA'LE/MCEF
M.1PLEjA..C4
%..biEkit:Ay LIN;;ENj'TILIA 4M-7~:`.A1vA Rons ca',, tn:o
I ~~'•CKB~~;RY,If,C_TI.4. C~~CfD~VTA~. U.r.i (v ,;n tc +•2 •a+°• ~
cb:ae
Jf''JL~ jk.',_A Nl(:i?A ~ ~ ~ Alt.r i.~ee s:^~xed
^:iNTUCK`~ COF~E~TR:E%u'!I~Fti;7C~At7U$ DIG'^A ~ Q ~ r r--r^ax .~ro e..+.,rr
,s+.l:ir- rco:s 7f1 utp
~ - CF ut a A ~oQ
be remove~ onslo~
LAf N n..] /f <ar!N;!5 Pdl(*?2A . atr~qh~e~~•y oat i
~:i PE~iNSYIW`ANICA i
: • ` • .r~+++`i~i^^..a' rr~ r~' ~a..,~+r.+~i.
CONMOUs TREES
, a '•a ~(s ~ _
1~ .j..
I ! w
Y.'riiTE ~ . ~I . _ . _ ~~l:~.i.~ r.n.~y"n~~s.•rr mt..~r~..~1L~~~'_ ~~~A.91JTM
+r OMNI~ ' de~• ~4M
Jn~•~ . .v~o ~ ~pM r~ ye~Mna
+7-s tlrtw ea~ a.mtt~
1
;
~ ~~a• . 1 K Sra PAce nREE oF nHaaE
I
- ~
J UN Q 6 RFrP14;NEERengineering
Mendota HeigJ~ts Office Coon Rapids Office
' 2422Enterpri:eDrive C1VQ.IIJGI14EERS LAidDPLANNFAS LANDSVRVEYORS LANDSCaPEARCFSfECl'S 20185[hAvrnueN.W.
Mendota Heights, MN 55170 Coon Rapids, MN 55433
EWED ce51) 681 1914 Fax:681 vass Mendota Heights Office (763) 783 1880 Fax:7831883
By ' Certificate of Survey for: THORSON HOMES INC.
p~ OS - 7401 VINCE TRAIL EAGAN MN BENCH MARK:
B,AOAN 64GIIIBRWG DEPI. INSTALL i BENCH MARK: TOP NUT HYDRANT LOT AREA = 78,806 SQ.FT.
~ ELEV.= 884.93 HOl15E AREA = 1,268 SQ.FT.
SILT FENCE TOP OE SPIKE ~ GARAGE AREA = 763 SQ.FT.
ELEV.= 882.70 ~ DRIVEWAY AREA = 794 SQ.FT.
7.52 I I BUILDING COVERAGE = 10.9 7
589*55'38~~E 16 i IMPERVIOUS COVERAGE = 15J %
UTIUTY EASEMENT PER DOCS.
3:1 Maximum Slope~ 371090, 371109 & 371102 /!'~e7z7 DRAIN GE AND UTIUTY 25 i 25 ~?t'e~
/
or Fir~taining Wall Will EASE NT PER PLAT HOUSE TYPE - WALKOUT (13-C)
, i ~ eea.s I
_ \ - SANITARY SEWER INVERT ELEVATION = 870.0
Be R uired
~ 85.00 O .--8'TITARY SEwER i.` i ae -6 ~ (PER PLAN DATA PROVIDED BY CITY OF EAGAN)
~ e~zo - I
~ ~ - - - < C -+-~-r' C sa"
' - ~ rO~ 5,,.7 87, 8 8,..3 o ~ 8J1I I eea~ ~ i (0 TEMPORARY BIT
t..571.1
- o* = Q eez,i ,~o ~ (Oi J TURNAROUND
N07E: PROPOSED GRADES SHOWN PQ2 GRADING PLAN BY: IX75T EIJIERPRISES ~ xX~,;.I v I o I e] 7A ~ I O Q ~
N07E: BUILDING DIMENSIONS SHOWN ARE FOR HORIZONTAL AND VERTCAL LOCATION ^~'Y kB~Z~ VIDE T A I~ N
pR~ AND MA~ 1
OF STRUCNRES ONU'. SEE ARCHITEC7URAL PLANS FOR BUILDING AND r 871.1 ~ j_~~i \ i J2, 26;33FWNDATIDN DIA~ENSIONS. ~a, B]1.3 =10 INLETPROTECTIOI~1UNTIL
NOTE: NO SPEqFlC 5045 INVESTIGA710N HAS BEEN COMPtETED ON h115 LDT BY 7ME F;~ B1:W?2~0 W ALTURF IS ESTAi,BLISHEDSURVEYOR. 7HE SUITABIUTY OF SOILS TO SUPPIXtT THE SPEGFlC HOUSE 0
e71'0
033,'~ ~
~Q 140a ;lln
PROPOSED IS NOT TNE RESPON461LITY OF THE SURVEYOR. I~ awl BBfaO U ~
,r YJ~=i ~ d ~ Z 1
NOTE: TiIS CER71FlCAlE DOES N0T PURPOfiT TO SHOW EASEMENTS 07HER THAN e89.1 ~15 N ao 1 ~ ` I /
THOSE SHOWN ON THE RECIX2DED PLAT. w 869J Q wa I Fp I~ O]'3 i t13] 17.~ ~
NDTE: CONTRACTOR MUST VERIFY DRIVEwAY DE9GN. Z I 1= W I 871.1 0 r888.5 ~ 99&3 O O I ~ EROSION
M: u 'Jr\
\q~ g D ~/R SOD
NOTE: BEARINGS SHOWN ARE BASED ON AN ASSUMED DAIUM ~ ~e'a Z g I =a I~g1t.2 j a ~
~ ~ X 000.00 DENOIES EXISIING ELEVATION
11 ' a•=, .3 Y' ( 000.00 ) DEN07E5 PROPOSED ELEVA710N
. N o W '+1.Z +I N 9 •
O
~ 3 ~ ~ - DENOTES DRAINAGE AND Ul11JTY EASEMENT
Z ~ _ DENOTES DRAINACE ROW DIRECTON
~ ~ 870.0 x 27.33 DENOTES SPIKE
~ DENOTES OFFSET HUB
--r 45----- O B
OIB)2A 879_1 esao 120 77.561 2~
~ Q 886.9 8924
77A X
~6.z 4g:'~,.3 ~ es7.z (Q~Z °BJ2 ~`~0~~fl R D H USE EV ON
aa,.z o, \
' R' ~ LOWEST FLOOR ELEVATION: r5nS J
S89655 38 E 79.73
WA7ERMAI k;tiA
8]JBi riti ~ TOP OF BLOCK ELEVATION:
~ QGQ~i,.,~n I ~ essa 87o.3 ~fSTALL BENCH MARK: \ GARAGE SLAB ELEVATION:
51i.T FENC TOP OF SPIKE
867.5 t> . Z•~~ ELEV.= 878.58
6 f~' X.y'869.8 (VACANT)
8]]1
577.8
f 0 ~ : Y y
vAI
i: I WE HEREBY CERTIFY TO THORSON HOMES INC. THA'f THIS IS A TRUE AND CORRECT REPRESENTATION OF A
SURVEY OF THE BOUNDARIES OF:
LOT 1, BLOCK 3, KENNERICK SECOND ADDITION
DAKOTA COUNTY, MINNESOTA
IT DOES NOT PURPORT TO SHOW IMPROVEMENTS OR ENCROACHMENTS, EXCEPT AS SHOWN, AS SURVEYED 6Y ME OR
UNDER MY DIRECT SUPERVISION THIS 5TH DAY OF MAY, 2005. esa. e94.5
n
SI NED: PION EN I EERANG, P.A.
SCALE : 1 INCH = 30 FEET REViSED 05-11-05 STAKED e~' \ t r'
Q2~ps 499 103235006 Dan R. Westergren License No..197
VJ >
~ Y
LOT SURVEY CHECKLIST FOR RESIDENTIAL
BUILDING PERMIT APPLICATION ~~13
PROPERTYLEGAL: ZfC~'ik Kznnei;C.~L Z'd F{~di`jica~,
DATE OF SURVEY: S~/3 bS
LATEST REVISION:
d
~
e
~
t ~
U J?-
a p i
p Z a DOCUMENT STANDARDS
~
• Registered Land Surveyor signature and company -o, 11
,ef ? ? • Building Permit Applicant
;T ? ? . Legal description
? ? • Address
g • North arrow and scale-SaN&y IDepS A)a+5ro.k•
00 • House type (rambler, walkout, split wlo, split entry, lookout, etc.)
• Directional drainage arrows with slope/gradient %
P)2r ?x . ProposedlexisGng sewer and water services & invert elevation-Shy.l /,){,v.rl. SPrziCaS ConndO fo llome,
g ? 0 • Street name
• Driveway (grade & width - in R/W and back of curb, 22' max.)
? ? • Lot Square Footage
g ? ? • Lot Coverage
ELEVATIONS
Existina
? ? • Property comers
? • Top of curb at the driveway and property line extensions
p,g' ? • Elevations of any existing adjacent homes
• Adequate footing depth of strudures due to adjacent utility trenches
? ~ ? • Watenvays (pond, stream, etc.)
Prooosed
p ? • Garagefloor
00 . Basement floor ~IIo so sl,iuwle6e sw.+e eltv. 6d64 nud ~ 5 1,0A) boft,)
pr ?,9 . Lowest exposed elevation (walkouUwindow) ~o~~ f F~oy El. it 876./ bccE tl. @ buuck ,~crc /
0 • Property comers 874.0. wh%~s e~. is ccrrec,~? s
~ p~ • Front and rear of home at the foundation -a
PONDING AREA (if applicable)
? g ? • Easement line
? 8 ? • NWL
? a ? • HWL
? iff ? • Pond # designation
? p ? • Emergency Overflow Elevation
? ,m ? • PondlWeUand buTfer delineation
Y ~ • Shoreland Zoning Overfay Distrid
Y • Conservation Easements
DIMENSIONS
0 ? • Lot lineslBearings & dimensions
AIO 0 .0 • Right-of-way and street width (to back of curb)-SI,aJ S4fEtt Prep• 4l0, sl+e&' 'k»+p. Ck1442-50
,B • Proposed home dimensions including any proposed decks, overhangs greater than 2', porches, etc.
(i.e, all structures requiring permanent footings) (
?,0 • Show all easements of record and any City utiiities within those easements/1i(/ 3> D d Lc Es.rrf, on1,Ja~'~/~i S de
?~1 • Setbacks of proposed strudure and sideyard setback of adjacent existing structurest C~'#{}{
• Retaining wall requirements- iS c e• ' rcdu- ~ 5~6a~'R From *J NefCc.r
' 7w llt WF.EfE WM Slepe el 2tds 3: . eo •S4r~ o
Reviewed By: Date ~/OS' Fs~~¢~ ~
G:IFORMS/Building Permit Application Rev. 11•26-04
r
Mendota Heighu Office PICNEERengineering Coon Rapids Office
2422EnterpriseDrive crvu.arrcm+~xs [,.wnec,wnExs canvsmcvEYOxs L.nnmscarsancB~crs 20185rhAvenueN.W. L!kN~~
Mendota Heights, MN 55720 Coon Rapids, MN 55433
J '
(651) 681 1914 Fax:681 9488 Mendota Heights Office (763) 783 1880 Fax:783 1883 71
E / LS ~ ~
v ~
Certificate of Survey for: THORSON HOMES INC.
BY / 1407 VINCE TRAIL EAGAN MN
I ~7~I~Op BENCH MARK:
Date I I TOP NUT HYDRANT LOT AREA = 18,806 SQ.FT.
2 BENCH MARK: f ELEV.= 884.93 HOUSE AREA = 1,288 SQ.FT.
~G~ ~G~G D I~L~C~CLS - TOP OF SPIKE ~ GARAGE AREA = 763 SQ.FT.
rS8'?'55"38"E ELEV.= 882.10 DRIVEWAY AREA = 794 SQ.FT.
BUILDING COVERAGE = 10.9 %
167.52 IMPERVIOUS COVERAGE = 15.7 %
3:9 R~aStIPPC8~7Vi S~ UTILITY EASEMENT PER DOCS. t ~Re~ni~ ~I MIR 371090, 377109 & 377102 . en~ DRAINAGE AND UTILITY 1 > 25 i 25
EASEMENT PER PLAT ('~2~ Ig849 I HOUSE TYPE - WALKOUT (13-C)
~ Required t 1 '0 ~ SANITARY SEWER INVERT ELEVATION = 870.0
- s -@ ' (PER PLAN DATA PROVIDED BY CITY OF EAGAN)
o . 85.00 e72.0 O / --6" SANITARY SEWER ea3
- I
r
0lt 8]1.8 874.3
~ I I O r\-Q 863.1 ~
671a.:. I 20 M aezy TEMPORARY BIT
:.x o* 682.1 ,~o ~ IcOi J I ~ rs' TURNAROUND
NOTE: PROPOSED GRADES SHOWN PER GRADING PLAN BY: GUST ENTERPRISES N X ~.X~;.I ~ ' I O I en.o *
I O 1 ~
N07E: BUILDWG DIMENSIONS SHOMM ARE FOR HORIZONTAL AND VERTICAL LOCATION X`.e .o 883.3
~ I ~
OF STRUCNRES ONLY. SEE ARCHITECNRAL PLANS FOR BUILDING AND e71~~ iy( N p' 26.33
FWNDATION DIMENSIONS. r I Z~ ~I I ; ~,,m'~ I 10 ' •~p ~ {1~ROVIDE AND M~;+INTAIN
NOTE: NO SPEQFlC SOILS INVESTIGATION HAS BEEN COMPLETED ON THIS LOT BY THE e7 , I B13dy~ z~~wrlq q 0 W 1jyLET pROTECTI(,1N UNTIL
SURVEYOR. RIE SUITABILITY OF SOILS TO SUPPORT THE SPECIFlC HWSE ~ Q I Wr ~ 0 9 14 0d 03 7l[l e'~ ~ IAiAL TURF IS E~TABLISHED
PROPOSED IS NOT THE RESPONSiBILITY OF THE SURVEYOR. ~(,:i. i o i a885.0
7 Q. I Q I L5 % Q: o~ Z I
NOTE: THIS CERTIFICATE DOES NOT PURPORT TO SHOW EASEMENTS OTHER THAN 669.1 "o~ vW0 I^~ :f ~883s a~ 1 ~ ~ 1 /
THDSE SHOWN ON THE RECORDED PLAT. w 8697 Qa ~ ~O 13 8713_ ` y333 ~ _ 30.0 - \ ~ /
NOTE: CONTRACTOR MUST VERIFY ORIVEWpY DESIGM. Ie711 X k M;' ~ ' O~ 888.5 ~ 88e3 865'
t v~i LS is
NOTE: BEARINGS SHOWN ARE BASED ON AN ASSUMED DATUM ~ e6e.4 Q w II ~ I ' ~ p~W ¢ 00~ \i(l lae5.
z w l~ ~ I~ nz 'I~ ~ a N o ~9 q~P^ ~ D I ~ ~ NU O° ~ 5O9
X 000.00 DENOTES EXI5TING ELEVATION
d' ~ Q ' e71.2 I p
O p W % ~ I o~ i a,= ry 6 ~,P I ~ ( 000.00 ) DENOTES PROPOSED ELEVATION
8 5
y ~ - DENOTES DRAINAGE AND UTILRY EASEMENT
DENOTES DRAINAGE FLOW DIRECTION
' / e7 . o X 27.33 " ~~¢~j,ayX. ~ e6
Z 886 'I A- DENOTES SPIKE
~ -r4S {Oeet 1 ~ 1 e DENOTES OFfSET HUB
oP'1 \
ois72.0 e7 . n e7s.1
IK xase.o ~ 20 1 L o~ e72.0 77 56nj _ee0.1 5 0 \ I25 asaa
Le',G1 714-A, ~ ~ . ~ 818.6 ~ Xd) ~ 886.9 \ X
~?t~A:.s, U~7E 866.z .'x:'W7.3 50PROPO D HOUSE ELEV ON \
26-T-Art,-~,ti(, 589055 ' 38 E 179.73 LOWEST FLOOR ELEVATION:
\
~ I cy 6" WAfERMAIN 8778
TOP OF BLOCK ELEVATION: ~
ry 869.3 e70.3 ~ BENCH MARK: \ 8"~uCD,S
TOP OF SPIKE GARAGE SLAB ELEVATION:
86].5 J('~
X 869.8 (VACANT) ELEV.= 878.58
~ .';XB]J.t
~ . X e7Ze
~
v'
WE HEREBYCER7IFY TO THORSON HOMES INC. THAT THIS IS A TRUE AND CORRECT REPRESENTATION OF A
. s~ SURVEY OF THE BOUNDARIES OF:
LOT 1, BLOCK 3, KENNERICK SECOND ADDITION
DAKOTA COUNTY, MINNESOTA
IT DOES NOT PURPORT TO SHOW IMPROVEMENTS OR ENCROACHMENTS, EXCEPT AS SHOWN, AS SURVEYED BY ME OR
UNDER MY DIRECT SUPERV1510N THIS STH DAY OF MAY, 2005. asa. asas
SI NED: PION EN'INEEI~~N~, P.A.
SCALE : 1 INCH = 30 FEET BY. l~-' ~j~U~~'~'
REVISED DS-it-OS STAKED x V
499 103235006 Dan R. Westergren License No. 197~9i
06/26/2005 10:49 9528959394 ALLIED EXCAVATING PAGE 01
.
I T- I~TANT TESTING C4MPANY a5th
7125 es1126ih 3axl • Suitc 500 • SOvnge. MN 55378
pHCI fl: AS?-891}73R5 • fAX: 952-690-5803 I ANNIVERSARY
2003
FAI Q AN .
REMEWED
}niu 24. 2605 R y
A11iedExoava. ~Phone:952-894-8340
1401 Wcst 126m tc+eiet
Sevage. Mi 55378
RE: 1401 V TxtO Eagn. Dakota CouMY. Mim'°°°tl 55121
As requosted, ttt visas waro condnaed on Jum 14, 2003 at 9:20 A.IvL #d 1045 A.M reapoctively to farnily evahau sub ebiMs withiR an cmvation 81ot ~o0tleecuctiO ~~f an~ ut ~8ced Cansistin8
At the vnee of intpeab4 aP~xiIImRC1Y
of a plestic sand loSID-
To evaluate the ladtve satenoth of the eo7s, a 5/8 n` inch dismexr smooth pmbe we9 ueed to peuetrote
soils ac rwdom With fiill body weiQbt spPlied, the Probe will iadicate #elotlve fium" of soils and
teaina. T6e pro6ea iodicated geeecallY acxPUblo Ponetration with the exception
ats.as needina
of'the soils wrc the upper frotrt saction of rhe BazsSe, ead ieoLued ero9e indicatinR eoila approaaiung
oppmum e-
iof the sab~t?de so~ls. dYnatnic c°°° Le~W tests
To acasa the ivc load beuin8~ dc ~ee paie~ometer (DCPI u~cs a° eigh~"kil'°8*~ (17.6
•sithin the ped- ~~a
weta conducted~
tu 4tive'a 20 millimetar d~ °o"i~ Po~ i~o the=soil wlth tion the Peaverage wss
~ ~ - ~ por-e»w. ~ c~ ncP ~a;ne~, a ~-e?ow, ye~~
morded and N-value derivod. 'f his N-value, is an empirieal relatiomahip wa hsve estahlisl+ed to
oquacc the d ' cone date w the noote fsmilisr b1o~'s P°r ~ (B~~rQ ~t1Eti'g.{pp soil
boriaa tost. ;
~ Test #1- Cema of front gerage area
' ~ Alo~v AvQ / N-Vahu
914 MMI (3&0") 128.7 MM / N-23 775 PSF
' Tea #2 - NGd Poied of West Foouo8l-u?e
I py~~vv Ava, I N-Valuc
323 (20.61 29.1 MM / N-10.3 3600 PSF
C984088 7CY'd C0=8u LZ/80 LOOZ
06/26/2005 10:49 9528959394 ALLIED EXCAVATING PAGE 02
~ i
~
T'osc 93 Nlid Point of Esat Footiag Line
T) P ?eTa AvQ l1d-YF$ttnut d.oad
334 bIIvt f I.l'':) 19.6 MN[ / N-18 6000 PSF
Test d?4 - Mid Point of Welkout Footirig Lihe
Pcr 81ow Av¢.1N_Vd= 9 'mated Loe-d
S ~ MM/13..10 aSppPSF
:-,O MM 2.41 )
, Test #5 - Iorcrior i-oad Bearing Fonting (Bast Side)
c ~er$lc~,_,~_vg,1A'-Valu~ tSSiA1aQdI.4Hd
328 iviM ( 2.9~1 64.$ h€M /N-4.6 1575 PSF
476 MM { 8.7") 123 IvLtii / N-24 8000 9SF
' Tost 06 - Tntanior Laad Searirlg Footing (West Side)
QCP Pet Blow A11', i'N-V~lu4 F nimatad $ooLd
803 MM 39.3 MM I N-7.5 3?75 PSF
Test #7 -intctsectwn of Load Bearinq R'alls (Buildiog Mid-Poiia)
per B1ow Ave ~ N-Value Egtimutt~ Load
276 MM 10.0") SS.S MM 1 N-5.5 1 1150 PSF
+
759 MM 9.E.rj 25.4 MM / N• 12 4000 PSF
The DCP tests ditateQ poorfy conROlidated soils in the gazage and it is thereforc recommnded they
lx removai to ufe footing e]evatioe. The upPer soil zones as indicaied in tests # 5 and # 7, are
acceptable, aln theQ 1'united ren8e and the rapid recovery to soils of adequate strcn$th at depth.
In our opinarr4 i ihe mted correctiOn, for the garage mroa the obaerved/cestud soils would be
eypecte.d to A ot excead an assumed soil bearin8 pressure of 2000 PSF, fur footing place~ment ond
C,puse*uMion o the!residential suucturc-
$uwerel
1 T cS co y
,
~a §6
Senia i nglnspaKOr
0701-1 1 #605- .5 / 03067 (DCP) / q612-39
-33,67
~
.
r
' TRuss Ftx 0 `4 1 V 1a« 77Z.- .
Job Name: THORSEN HOMES Truss ID: X Q: i
BPL Y-LOC RE4(T S[IE RFQ'0, A P>I Sfi lII//t-(N
t2 Mkb brad~g raquirea a[ ess 7xaiian shmrn. pPUFf RFKIfON(S) :
1 D- 2-R 1566 S.SO" p.16" 8 PxI SIF l/GN ~ Su s4Na~/ CNails (1%OlUH7U01-U01 Suyporl Ilain NinG Nan•1tin0
2 36- i- • 1Sl9 5.50' ]JS' ~B ix] SfP $iIIDGN Plstinp i~ c: A%ST/TPI - 1995 1 -93 Ib
m lIIL qEpIIRF~MS slwwn arv e,..a a~r px] SYC /l/II-GW B-~ TH[S OCSIUI IS 1NE QIMPMITE RESOLT OF @ _90 1E
ll999 an che IM V MutFII c 10•naa~11 rial u~ac~ 6aariny 1x~ SPF lU~2-GM S-0I MULTIPLE lUUO [ASES. Nin O~oO ~ 0-1-11
L1Y OEiLER10N (aO~J ' tu~ber shea~ i~1wWlas are Der ,05YF MANLFlS A9 iX0[GTEO QII deaian
TIIS dtMiIMG, TAIa [~~ss Is ed ucinq
d l[VE)
$ IM1fjIAC [ruas Lse v~loes a~e baad an TMEY ME MS 0 ~N LS" HYILER M1L5 FOR ASCET9f NiM Specifio~ian
l. -07Y R-0.15 T- -D.~6~ pestl0g aib aOP
TrOVl1CBO as ll{U1. r Yir<d 4 2!C 701 1-DLY MIU 7' IWILEIt INLS i0A Mu~ri-Rr Y109 fnclosed • Yls, 4~pe~qnC! F~clo~ = L.00
91~1(R IENEA faCFi: M Y
g -10N~p iM A131/~II aad an r~y ~aA in aoa~lab e LtG0ER5. CF }.5' WN 1GLL5 AlE YSEO, tME Trvss [ocat~en - Net Ertd Fz0 Cne~
1= Lti / lN 60 0.~1 Ee[YwenLG cutA ii M1WLE0.5 HYST 6E RE- OTN . 1[urNnne Line Na ~Y ~ B
r ri-uvi i: / >>c i.so o.a Orainage nust be pravided ta lreN ponClneLoadaO Fot 10 PSf nao-cmc EV.WMRO urnnt (!Y B[LL ERSJ 61dq Len5tA - 99.99 h, 6149 MdtM1 . 50.00 R
c
~ ~s -i~n LS/ n i W O~.Ci . End venicals d.ciqnad fe~ arial toadi nly. Me~n mo /Oae.n
f' Ueioh~ • 21.92 fr, ah ~ 90
~ f-t o 150/ v l.lf O:1L - ~ne+zlans abew o Ddow [Aa cfuff orofile 7PF Stand~N Oe<upqncy Oead ioaq ~ 10.3 vif
~c nu. ~ Rns.(oue. nt ~ vuir~ adElafayl <enfide•aciae pesiynW ac Maln M~ntl ~aru Resis~lnq SY•len
(6~ o~ rq fe~ baris, iads en ahe bldp. +mA Caqonencs anA [laEding
~ i.i TriWcIrr I.tei - 54 syft
~ 9d0 14 1.y~ / Ullll.l 0
ID-ll -IOF(ut.wW~l 1243ZW1.1t O.p
#-s ~iif(t.]i3j
g>rti:J.5 c:u
M1Za
7 < 1B-).e
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e'\
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5' 3 6. J14
SMIP
3.6
04.5 38 5=3,8
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z ~ .
~ . I III:NELLt' l Y.MYI11' I'HA 1" 1'lllF PI.AN.SVf:
Cl FIG17lUN.ON NSPO N1' ItiAS fk EPAXl1]
~ ~7 8 9 iD 11~ tl4NLQIlINDYl1111'UfMI`.CfSlbElO'IAIOS
ANO104"1'IAMwU1.l.1'MI:CI t:xf.11YY(,
~ f}:]!!O\1LlNq\ELNCNOE lil:
. nk'llfl' AfE[ AII\ k
.O 9'1. N[I.K£M
~
Mf./:IN 10 A'laONefI.:4N5
~ ~u9xaI emlR„~ >nT~ .unlY~~p~p~. IA'~B i'M 1py~~pp
~/~J'LI~
~1' ' ~ypeOl iM~beR~ e •ar~ NonY"aa itle+s ~6 iCe~Etl bsMUCWaIINt4~~0 ~Ju~l a~b~or~on. '~I/OO5
~ m+ a~~•~r~-sseo WARNINUReild eN rmtes an fMs sheef and piva a capy ofll to tha Erectlng Conhactor. cust: uw(Ah
1x. r~W nrr~•m.a.W w~srom^w.r oi wern+m. nw s.n rra..+yaer. w.wr ~~~rmna~.ne.n.~s,
611-/cr-is16 WP: Driva_P_31953_lua0ob_]00001
Os9ne.
o eyn.m~...mmJ~ava.wwmmpwwrne.ionYUmn iNwrqreawnm..aw:ern.~r= ' 2070 YlC D 18 Ylf: 136Y
N .ua.e=+as~wo~.wis.aau.erivm.reere~.uusie+apme..ror.r+.w~.q~oi.. ar7( liye 35.00 psi Ou PeA rF HhUSr L Bnd =1.75 1 15
F-1.35
uY~vNrMa/ryY~Mnifu~yqi~g~.yM1yy,amAm~~le~wla~h's~lnWlpmY~M1ICAak~~uu~.~n`unrJw ,
m ~.e m yam.n.~xir.mwo;~;cn~~..,~~w~.eme.•.w.o-..~wwq~qn.in...~~,~wrwar.en..r i[ oead 7.00 osf
..en Pe01$r ComP 1,00
vit~xi~ww~ww.iu-.mmnewream..a.ina.nav.~..rmrv.yv sa~.nnw ~.mw.e
~ VILLAUME INDUSTRIES, I""°"" Bc uve 0.00 osE
292fi 16Yf dK (IRCLF A0°"°F~1°'°':"•P°°•°'""011°""'o°nQ""'-"'•i°Od•'~asrn.ae:.hue`...ynr~mim..i:n.~. Nep 1~Lr Tena 1.00
~ ST. PAUt, NINNFSlRA $SS21 6m11',WIClI'.Wey1ryNC~AY#MniBa~'ayOqg.qrpNWM~.HYlON6COVGlNiSA`EITIIItliMTpY- BC D~iJ 10.00 psf p,C,5pa[in9 2- 0- 0
µ
~ OCSi:oA~rW!s:awuarix[c'~s'ei•w~u•wiw.l.h.~u~~.~~a~tri~aw:u.anSaaDCw~n.o....wr~ Oesign5pec IRC
TRUSpl115 6.0 YERI T6.4. ..vna n+i.nw,s>ti.yp,~.~a,ae.wPNawxennimr.rroi.m~eo4w~n7rs.ac~o~a TfITAL 52.00 psf pFFI dATIG, L/240TC' L 74
8
AUG, 16.2005 7:45AM VILLAUME INDUSTRIES N0. 6637 P. 2
TRUSWAL SYSTEMS C005035001
Repaf? Procedure for Truases with a Broken Web near Mid-Span r
(Single Ply Trusses) ~j AS7 ai C
Side Member Length Table y~ p o~ c
2x3 2x4 ~ ~y u
Up To +f - Number side Member Side Member eo
Web Force of Nails Dimension Dimensiai =EL C" 'Z Y
v~~ ~
" inchesj I
~0 s ~ W ? y ~
1000 12 15 11
1500 17 21 15
U cq rr
~~k7k7k 2000 23 28 20 clu"
250U 29 35 25 ~ ~~p G ci T
3000 34 41 30 ~ y~.D4
3500 40 48 35 2 v6, ~:a1
A ~ 1-u ~M
4000 45 $4 139 ~ G G1 V V C !
Use 10d 3-0" long Box Nails
Use Canadian SPF Lumber (Same Size and Grade as Broken Web) o w o ~
Dura6on of Load is 1.15
All Metal Gussat plate5 MUST be fully intact and PresSOd in
the Wood per TPI.
t. Adequately support the ttuss untit the repair is compleie. L
do not loosen ihe metal gusaet plates during the repair.
2. Re-align lhe Broken Web.
3. Using the same material as the broken web, attach a side Use °N' nails
member fo OHE facewith 10d - 3" long box nails as specifred. here
Center the side member about the hreak. The required length
of side member must extentl the distance "L• from the table
as shown in the deteil. must cover web only.
4. Use the num6er of n0ils as specified in the table on esch
side of the 6reak as shown in the detail. Distribute the
nails evenly lhoughout and avoid splilting the wood, /
S+de Member Web Break '
Use the MAXIMUM web iorce magniluda. For Use "N"
example: ff the maxlmum tension in the web is nails here
2500 and the maximum eompression is
-3040, use 30Q0 in the chart.
weprep05 L
i
IIIIIIN
Mendota Heights Office PICNEERengineering Coon Rapids OfSce
2422 Er,terprise Drive crva e~G~s LuaD n.atataexs LuNv suaveroes LaciDSCnesaactErEcrs 201 85th Avenue N.W. r~
Mendota Heights, MN 55120 Coon Rapids, MN 55433 K3 E CY~'A
(651) 681 1914 Fax:681 9488 M011CiOta He1gI1t5 Off1C0 (763) 783 1880 Fax:783 1883
41EI oD
Certificate of Survey for: THORSON HOMES INC. y 1401 VINCE TRAIL EAGAN MN
Date S/ BENCH MARK:
EP.GAN ENGIIV~iNG DEP'~: TOP OF SPIKE ELEV.= 884.93 HOUSE AREA 1,288 SQ.FT.
rS89*55'38"E BENCH MARK: TDP NUT HYDRANT LOT AREA = 18,806 SQ.FT.
ELEV.= 882.10 GARAGE AREA 763 SQ.FT.
DRIVEWAY AREA = 794 SQ.FT,
BUILDING COVERAGE = 10.9 %
167.FJ2 IMPERVIOUS COVERAGE = 15.7 7
3'1 ~m ~ UTILITY EASEMENT PER DOCS i ~Ro~IP1dpEg WWI WilQ 371D90, 371109 & 371102 7v DRAINAGE ANC UT~LITY 25 25 R~~~~ EASEMENT PER PLAT W~HOUSE T1PE - WALKOUT (13-C)
SB.OO O I --8" SANITARY SEWER ~ ~ es SANITARY SEWER INVERT ELEVATION = 870.0
~ (PER PLAN DATA PROVIDED BY CITY OF EAGAN)
an.o < . < ~r <
I a i.7 e71.e 87a3 I V o~~_ o I 3e3.
an.< , 20 MMz.k TEMPORARY BIT
s711
X
~ o* ~ ItDi J TURNAROl1ND
NO1E: PftOPOSED GRADES SHOVM PER GRADING PLAN BY: GUST EiJTERPRISES N x 'X I . I O I gn.o l~(°- I O y ~ Q 1!)
NOTE: BUILDING DIMENSIONS SHOWN ARE FDR HORIZONTAL AND VERTICAL LOCATION , re72.o _ 8533 ~ /
OF STRUCTURES ONLY. SEE ARCHITECTURAL PLANS FOR BUILDWG AND O e71.1 \+-~n 26 33 ^ I~ ~ III ~ PROdlIDEAND~MAdIVTAIM 1'1
FouNOanok oiuENSIoNS. 713 1 1
ZM ~ ~;-m i ~ ~ 70 ~ ~ ~ WLET PROTEC"~['IOIV UIVTIL
NOTE: NO SPECIFlC SOILS INVESTIGATION Hq5 BEEN COMPLETED ON TH6 LOT BY iHE Q q I~
I wo 1~ ~ r e" srs :.oo w 2~o w r ~ m 0 FINAL TURF 13 ~STABLISHEII~
SURVEYOR. THE SUITABILITY OF SOILS TO SUPPORT THE SPECIFIC HOUSE 8 71 D
PROPOSED IS NOT THE RESPONSIBILITY OF THE SURVEYOR. X.. ~ a I I I o s 14 OO~ ~ ~~.X, a~l g~~ r ~
X a ~ vQ ~ ~ts` iti~ ° Q O~ o_ ~ ry~ ~p I
NOTE: THIS CERTIFlCATE DDES NOT PURPORT TO SHOW EASEMEN7S OTHER THAN ~
869,1 '
~ w~ 8835 N ao 1 ~°O c~J~ OI1V
THOSE SHOWN ON THE RECORDED PLAT. B69J Za I ~p I 871'3 1333 ~1,p p
w a J Z 30. - ~ cn ~ f~ ~4 OQ SOD'
NOTE: CONTRACTOR MUST VERIFY DRIVEWAY DESIGN. ~ Z I ~ w X ~ M ; o j O ggg,5 ~ sae.a ~s' ~ ~
{n LJ I `
NOTE: BEARINGS SHOWN ARE BASEO ON AN ASSUMED DANM 868.6 Q
~ Z w ~ le7i,2 O N 4.00 I885
Q Vl OD: % 000.00 DENOTES ExISTING ELEVAT70N
m Q e712 (if 0
° N d,S ~ y 3~I ~ II 1~ 000.00 ) DENOTES PROPOSED ELEVAiION
' r
N
, i
N P DENOTES DRAINAGE AND UTILITY EASEMENT
Z DENOhS DRAINAGE FLOW DIRECnON
i I I'. a]oA 27.33 ---A-- DENOTES SPIKE
p ' -7- - - ' `
~~~f~1~~P(~ SZOf CS TO ~ I F3 DENOTES OFFSET HUB
OIB]2.0 e~" 879. ~
1 '1
868. 0 + 2 an.a 77.56 B B 0. t l o O 5 892.4 ~ 886.9
7
B]8.6 \ 2 ~
X
G.~Ay{`j~ ~2C,-AS . U~7 E ~'E3(c~ z 'X'es~.3 887s C& ee z BeJ., PROPOSED H S EL V ON ~
S8 '55 38 E 179.73 LOWEST FLOOR ELEVATION:
~-6' WATERMNN
~i7C5~=' ene X~=1 TOP OF BLOCK ELEVATION:
~1 2~a i~ C~ I r^ 869.3 x~ s70.3 BENCH MARK: \ GARAGE SLAB ELEVATION: 88~"5
TOP OF SPIKE
~.x,~ (VACANT) ELEV.= 878.58
C )(.•869.8 _
`I: 81J.1
~.u` - , •x.f elZB
. WE HEREBY CERTIFY TO THORSON HOMES INC. THAT THIS IS A TRUE AND CORRECT REPRESENTATION OF A
. ~ cQ SURVEY OF THE BOUNDARIES OF:
~ LOT 1, BLOCK 3, KENNERICK SECOND ADDITION
DAKOTA COUNTY, MINNESOTA
IT DOES NOT PUP,PORT TO SHOW IMPROVEMENTS OR ENCROACHMENTS, EXCEPT AS SHOWN, AS SURVEYED BY ME OR
UNDER MY DIRECT SUPERVISION THIS STH DAY OF MAY, 2005. ava. asas
5lNED: PlON E11IN~EERING, P.A.
SCALE : 1 INCH = 30 FEET B. t~
REVISED 05-11-05 STAKED ~ S ~
499 103235006 ~(Qr'-~i0s Dan R. Westergren License No. 197 i0
?i j)ce IJ''
Siteaddress: Lot ~ Block3 Subd. 4~41tiak 2J
On April 15, 2000 the Minnesota Energy Code, Category I Building Requirements for insulation protection, air
tightness, and ventilation, was adopted. As a result, the City of Eagan is requiring that the following information be
submitted prior to issuance of a Certificate of Occupancy.
X This structure: is consVucted to meet minimum requirements of the Mn Energy Code, Chapter 7670
OR
_ This structure: will be constructed to meet more restrictive requirements of Chapters 7672 or 7674
APPLIANCE GAS ELEC MANUFACTURER MODEL BTU'S VENTMGTYPE
, Water Heater X
Furnace X °tuqU ff 9U~10 ! ~
Dryer
VENTED
EXHAUST SYSTEM LOCATION TYPE MODEL CPM's YEs No
Kitchen kitchen I
G/'rhs.,~ LA.`OVl
Baihroom 1 PtAr~-
Bathroom 2 MAP- ~r 41 I
Bathroom 3 13ti p r,
Bathroom 4 jj~~~{ aw~Jw I
Other "
VENTING
FIREPLACE S LOCATION GAS WOOD MANUFACTURER MODEL BTU'S DIRECT ATMOS
~ Li?e L~, 27~ ~
MAKE-UP AIR MODEL TYPE CFM's
GrA-6ti4.. A-
I hereby acknowledge that the above informaUon is correct and agree to comply with the Minnesota Energy Code and City of Eagan
requirements.
&,4-~ 2. 6, O{~
Si n ture Date
o,ro-a+. .LIv,/
CompanyName
" This form is the responsibility of the General Contractor.
Address: 1401 Vince Trail Zip: 55121
Lot: 1 Block: 3 Subdivision: Kennerick 2nd
THE FOLLOWINC ITEMS WERE/N'ERE NOT COMI'LETE AT F[NAL INSPECTION ON `'f D Xp
Yes No Comments
Final grade - 6" from sidin
Permanent steps - gara e
Permanent steps - main ent
Permanent driveway -Tlqp-
Pennanent gas
Retaining Wall or 3:1 Max Slo e v/t e- n w
Sod/Seeded lawn
Trail/curb damage
Porch
Lower level finish
Deck f/G
Fireplace ~ vs
• Verify with your builder that roof test caps from the plumbing system have been removed.
• Turn off water supply to the outside lawn faucets before freeze potential exists.
• Call the City's Engineering Department at 651-675-5646 prior to working in right-of-way or installing
irrigation system.
BUILDING IN5PECTOR: A aa
~
~
CONTRACTOR:
Thorson Homes Inc.
4466 Wedgwood Dr
Eagan MN 55123
Address: 1401 Vince Trail Zip: 55121
Lot: 1 Block: 3 Subdivision: Kennerick 2nd
THE FOLLOWING ITEMS WEREIWERE NOT COMPLETE AT FINAL INSPECTION ON 2 7 D f-/.7
Yes No Comments
Final grade - 6" from sidin
Permanent ste s - garage
Permanent ste s- main entry
Permanent driveway
Perxnanent gas
Retainin Wall or 3:1 Max Slo e -
Sod/Seeded ]awn ~
Traillcurb damage
Porch
Lower level finish
Deck Vei
Fireplace ?a ~ ~
. Verify with your builder that roof test caps from the plumbing system have been removed.
. Tum off water supply to the outside lawn faucets before freeze potential exists.
e Cz!1 the Ciry's Enoineering Department at 651-675-5646 prior to working in right-of-way or installing
irrigation system.
~
~ BUILDING INSPECTOR:
CONTRACTOR:
Thorson Homes Inc.
4466 Wedgwood Dr
EaQan MN 55123
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