3562 Birchpond RdsP '1Q104', tv281
2006 RESIDENTIAL BUILDING PExMIT APrLICATIorr pP -la-lCQ', 90. 50
City Of Eagan
3830 Pilot Knob Road, Eagan MN 55122
Telephone 4 651-675-5675 FAX # 651-675-5694 ? ?
?ia?tt?ltiiio+o
New Consfrucfion Requirements
i? 3 registered site surveys showing sq. ft. of lot, sg. ft. of house; and all roofed areas
(20% maximum lot coverage allowed) ? llAAP-f w. NL?'. *J
' 2 copies of plan showmg beam & window sizes; poured iound design, etc.
i 1 set of Energy Caiculations
3 copies of Tree Preservation Plan 9 lot platted aiter 711193-,-, 6,1151
Rim Joist Detail Options selection sheet (buildings with 3 or less units),._;
Minnegasco mechanical ventilation form
2 copies of plan showing footings, beams, joists
1 set of Energy Caiculations for heated additions
1 site survey for additions & decks
Addrtion - indicafe if on-sife sepfic system
?
Cert of Survey Recd t/ Y_ H-=
Tree Pres Pian Recd %Z Y_ N
Tree Pres Required Y ?N
On-site Sepfic System _ Y_ N
mlVoA, 31 - ?Y
Date C-? o_ Construction Cost ??3q 9-11
Site Address ik:C?,f4 R-0 AJ TJ -R.oa Unit/Ste #
Description of Work ?Sqf_ 7 _)
Multi-Family Bidg _ Y1'?, N Fireplace(s) ` 0 L 1 _ 2
Property Owner Telephone # ( )
Contractor
Address '?j4 ?5 City r ??7=,4T?1-
State Zip Je?-f)°/ l Telephone # (Y,52,)
COMPLETE THIS AREA ONLY IF CONSTRUCTING A NEW BUfLDING
_? Minnesota Rules 7670 Categorv 1 _ Minnesota Rules 7672
Energy Code Category • Residential Ventilation Category 1 Worksheet • New Energy Code Worksheet
(q submission type) Submitted Submitted
• Energy Envelope Calculations Submitted
In the tast 12 months, has the City of Eagan issued a permit for a similar plan based on a masfer pian?
_ Y ? N If yes, date and address of master plan:
Licensed Plumber EL,A-&'?ap_w Telephone #OSZ,)??5
Mechanical Confrpctor 7elephone
Sewer/Water Contractor mA aJ(y-- Telephone # ij 8 ?4
I hereby apply for a Residential Building Permit and acknowledge that the infonnation is complete and accurate;
that the work will be in conformance with the ordinances and codes of the City of Eagan and the 5tate of MN
Stafutes; 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 whielz requires a review and
approval of plans. t
MP IT103 1 `10 150
5W 1a"104: <ZS
RemodeliRepairReauirements '& -17 OfficeUseOnlv ? Vi4ol,43
n
Applicant's Printed Name App icant's Signatnre
DO NOT WRITE BELOW THIS LINE
Sub Tvpes
? 01 Foundation ? 07 05-piex ? 13 18-pfex ? 20 Pool ? 30 Accessory Bldg
'K 02 SF Dwelling ? 08 06-plex ? 16 Fireplace ? 21 Porch (3-sea.) ? 31 Ext. Alt - Multi
? 03 01 of _ plex ? 09 07-plex ? 17 Garage ? 22 Porch/Addn. (4-sea.) ? 33 Ext. Alt - SF
? 04 02-pfex ? 10 08-plex ? 18 Deck ? 23 Porch (screen/gazebo) ? 36 Muiti Misc.
? 05 03-pfex ? 11 10-plex 0 19 Lower Level ? 24 Sform Damage
? 06 04-plex ? 12 12-plex ? 25 Miscellaneous
Work T es
jl? 31 New ? 35 Int Improvement ? 38 Demolish Interior 0 44 Siding
? 32 Addition ? 36 Move Building ? 42 Demolish Foundation ? 45 Fire Repair
O 33 Alteration ? 37 Demolish Buildi ng* ? 43 Reroof ? 46 Windows/Doors
? 34 Replacement `Demolition (Enti re Bldg) - Give PCA handout to applicant
Description: Water Damage Yes
Valuation Occupancy MCES System `-?
Ptan Review _Z1 00%a or 25%
Census Code JQ/ Zoning City Water
SAC Units 0j Stories ? Booster Pump
# of Units Sq. Ft. -< PRV
# of Bldgs Length Fire Sprinklered
Type of Const -? ? Width
REQUIRED INSPECTI(3NS
? Footangs (new bldg) Sheetrock
_ Footings (deck) ?- FinaUC.O.
Footings (addition) , Final/No C.O.
Poundation _ HVAC
Drain Tile Other
Roof * Ice & Water ? Final Pool Ftgs Air/Gas Tests Final
? Framing
Fireplace ? R.I. ,?Air Test 1- Final _ Siding _ Stucco Lath ? Stone Lath _Brick
_ Windows
? Insulation Retaining Wall
Approved By:
Base Fee ;/
Surcharge
Plan Review
MCIES SAC
City SAC
Uti4ity Connection Charge
S&W Permit & Surcharge
Treatment Plant
License Search
Copies
Other
Total
Building Inspector
------------------------------------------------------
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Development (??elylU
Lot Number Block Number ?
Address _ 3f6 z-- 61961t-PO/l)p /?%? /
Builder _aw /)(,- R?/') 6/70S , 601UST Tx.)C;
Phone Number:
Contact:
co?7
Tree Protection Requirements:
? Tree Protection Fencing Instalfed On Site
Oak Tree Pruning (Immediately seal wounds during April 1 to July 31)
Therapeutic Pruning Required
Retaining Wall To Be Installed
Ofiher:
Replacement Trees:
-?-
Attachments:
x
Additional Notes:
Not Required
As Follows:
Yes
No
EAGAN FQREaTRY L?IV1St(JN
R?????ED
BY
C3ATE...,......?....?1
H;\ghove\2005fi1e\treepres\Tree Preservation Plan Summary-2005
(BUILDER, PLEASE READ ATTACHMENTS)
+t ` = u .i
REScheck Compliance Certificate
Permit Number
Checked By/Date
2000 Minnesota Fmergy Code
REScheck So$ware Version 3.6 Release 2
Data filename: G:\CAD\New Standard\Traditional\Wheaton\J\1210(TeiTaGlenn)\1210.rck
PROJECT TITLE: Inventory Home
COIJNTY: Hennepin
STATE: Minnesota
ZONE: 2
CONSTRUCTION TYPE: Single Pamily
WINDOW / WALL RATIO: 0.16
DAT E: 02/22/06
DATE OF PLANS: February 22, 2006
PROJECT DESCR]PTION:
Wheaton "J" Inventory Home
3562 Birchpond Road
Eagan, MN 55122
T en-a G] enn
DES IGNER/C ONT RACT OR:
Lundgren
545 indian Mound East
Wayzata, MN 55391
PROJECT NOTES:
Lower Level Walkout
9' Lower Level
COMPLIANCE: Passes
N[aximum UA = 650
Your Home UA = 615
5.4% Better Than Code (UA)
Gross Glazing
Area or Caviry Cont. or .Door
Perimeter R-Value R-Value -Factor UA
Ceiling l: Flat Ceiling or Scissar Tiuss 1771 44.0 0.0 48
Wa11 1: Wood Frame, 24" o.c. 178 0.0 11.0 19
Wall 2: Wood Frame, 16" o.c. 636 19.0 0.0 32
Window 1: Above-Grade:Vinyl Frame:Double Pane with Low-E 94 0.340 32
Wall 3: Wood Frame, 24" o.c. 176 0.0 11.0 18
Wall 4: Wood Frame, 16" o.c. 126 13.0 0.0 10
?•.?
' W all 5: W ood Frame, 16" o. c. 1491 19.0 0.0 67
Window 2: Above-Grade:Wood Frame:Double Pane with Low-E 316 0.340 107
Door 1: Solid 19 0.067 1
Doos 2: Glass 22 0.340 7
W all 6: W ood Frame, 16" o. c. 1424 19.0 0.0 71
Window 3: Above-Grade:Wood Frame:Double Pane with Low-E 214 0.340 73
Basement Wall 1: Solid Concrete or Masonry 845 0.0 5.0 68
Wall height: 9.0'
Depth below gade: 8.5'
Iusulation depth: 9.0'
Basement Wall 2: Solid Concrete or Masonry 84 0.0 5.0 10
W all height: 3. 5'
Depth below grade: 3.0'
Tvsulation depth: 3.5'
Floor 1: Slab-On-Grade:Unheated 56 5.0 42
Insulation depth: 3.5'
Ploor 2: All-Wood Joist/Truss:Over Outside Air 61 33.0 0.0 2
Ploor 3: All-Wood Joist/Truss:Over Unconditioned Space 264 33.0 0.0 8
l-urnace 1: Forced Hot Air, 90 AFUE
Proposed and Maximum U-Factor Averages
Proposed Maxiinum
Average U-F actor Allowed U -F actor
r'lbove-Grade Windows and Glass Doors 0.340 0.370
fiicludes Foundation Windows > 5.6 12
Floors Over Unconditioned Space 0.030 0.033
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 2000 Minnesota Energy Code requirements in REScheck Version 3.6 Release 2(farmerly MECcheck) and to
comply with the mandatory requirernents listed in the RESchec7z Inspection Checklist.
Builder/Designer ,/??4j4??L? Date
/
?
107.34 N00°27'30"W
-------------
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LOT 10 3917
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PROPOSED
?I DRIVEWAY ?
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3562 BFRCHPQND ROAD
Z CERTIFICATE OF SURVEY
f For: LUNDGREN BROS.
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1?I RO , RCHPOND ?- --"` DENOTES
------ OEXISTING iREE SAVE
EXISIING TREE REMOVABLE
EXISTING TREE CUSTOM
-TP-TREE PRESERVATI4N FENCE
PER TREE PRESERVA1I4N PLAN
?
i nr in Ri nrk 1)
TERRA GLENN ADDITION
Tree Preservation plan
Pre House Pro osed Post House
Development Construction Tree Preservation Construction
Construction As-Built Post House Const. As-Built
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3912 835.58 ELM 14 X X X
3913 836.5 OAK 11 X X X
3914 836.5 ELM 16 X X X
3915 $36.3 OAK 22 X X X
3916 836.5 OAK 8 X X X
3917 839.1 OAK 73 X X X
3932 837.1 OAK 15 X X
3933 837.7 OAK 13 X X
3934 837.4 OAK 19 X X X
3935 $36.2 OAK 24 X X X
3936 837.7 OAK 15 X x X
3937 837.3 OAK 14&11 X X X
3938 836.1 OAK 21 X X X
3939 834.9 OAK 14 X X X
3940 834.7 OAK 34 X X X
Preliminary Tree Certification
During a site visit on February 14, 2006, all significant trees designated to be saved on the
Tree Preservation Plan prepared by James R. Hill, Inc., were present and in good health, except
as noted in the tabie above.
The house has been staked. Tree fence will need to be placed outside fhe dripline of oll significant
trees to be saved. Future grading and construction should not have a negative effect on these trees.
gy; - Qate: 2 /.5 A J gY
Signature of Owner
J. Gary y CnjMinnesoto L.S. No. 11529
Date:
Scale: 1"=30' Page 1 of 1 James R. Hill, Inc.
LOT SURVEY CHECKLIST FOR RESIDENTIAL
. BUILDING PERMIT APPLICATION
PROPERTY LEGAL: P?t" ,-a, G Iei r?
QATE OF SURVEY: Z1I6104,
LATEST REVISION:
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z ¢ DOCUMENT STANDARDS
? ? ? • Registered Land Surveyor signature and company
? ? • Building Permit Applicant
,e( 0 ? • Legal description
? ? . Address
k1` ? ? • North arrow and scale
fiT ? ? . House type (rambler, walkout, split w/o, split entry, lookout, etc.)
"F'r ? ? • Directional drainage arrows with slope/gradient %
y1 0 0 . Proposed/existing sewer and water services & invert elevation
, ? ? • Street name
,,2 ? ? • Driveway (grade & width - in R/W and back of curb, 22' max.)
,!a 0 ? • Lot Square Footage
? ? ? • Lot Coverage
ELEVATIONS
Existin
,?( ? ? • Property corners
,c( 0 0 . Top of curb at the driveway and property line eutensions
,0' ?? • Elevations of any existing adjacent homes
,2 ?? • Adequate footing depth of structures due to adjacent utility trenches
0 ,8 ? • Waterways (pond, stream, etc.)
Proposed
,d ? ? • Garage floor
? ? ? • Basement floor
,? ? ? • Lowest exposed elevation (walkout/window)
,0 ? ? • Property corners
yY ? ? • Front and rear of home at the foundation
PONDING AREA lif applicablel
0 fZ ? • Easement line
? ? ? • NWL
? . HWL
? ? ? • Pond # designation
? fr] ? • Emergency Overflow Elevation
? ? ? • Pond/Wetland buffer delineation
Y ? . Shoreland Zoning Overlay District
Y ? • Conservation Easements
DIMENSIONS
fd ? ? • Lot Iines/Bearings & dimensions
SY ? ? . Right-of-way and street width (to back of curb)
? ? • Proposed home dimensions including any proposed decks, overhangs greater than 2', porches, etc.
(i.e. all structures requiring permanent footings)
? ? ? • Show a11 easements of record and any City utilities within those easements
? ? • Setbacks of proposed structure an si yard setback of adjacent existing structures
? ? • Retaining wall requirements:
Reviewed 8y ' Date 3 70,?
G:/FORMS/Buil ding Permit Application Rev. 11-26-04
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SUIL ? 13????FG1'1QNS Of1lISI0N
DRAINAGE & UTILITY ; ' _______--...
? EASEMENT PER PLAT ,O
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BOTTOM 834.2
TOP 842. EXISTING
SPLITI RAIL FENCE-- RETAININ AL
BACK OF BUILDING:?,-- TOP 841.7 8429
FAD PER GRADING
PLAN
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TOP OF SPIKE 1
ELEV.=849.17 ? f
CUT=5,77 TO TOP 5 ?---- -?
OF LOWEST FLOOR °
848.6
49.0
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3562 BIRCHPOND ROAD
CERTIFICATE OF SURVEY
For:
LUNDGREN BROS.
PROPERTY DESCRIPTION: Lot 10, Block 2, TERRA GLENN
ADDITION, Dakota County, Minnesota.
We hereby certify that this is a true and correct survey of the abave
described property and that it was performed by me or under my
direct supervision and that I am a duly Licensed Surveyor under the
laws of the State of Minnesota. That this survey does not purport to
show all improvements, easements or encroachments, to the property
except as shawn thereon.
Signed this 16"k day of r&nbM*.4-1 , 2006. James R. Hil1,111C.,
By; Q9 !" '-? 't'S
Joh L. 8enner, Minnesota L.S. No. 26708
Notes:
1. Buildirig dimensions shown are for A
horizontal & vertical placement of structure 0
only, See architectural plans for building x927.6
& foundation dimensions. (930.0)
2. No specific soils investigation has been TC
t d th' I t b J R H'll I ----
1?
i o y ames . i, nc.
cample e on s
6 The suitability of soils to support the specific
?BENCH MARK
h0U52 proposed IS not the responsibility of
TOP OF SPIKE
ELEV.=850.65 James R. Hill, Inc. or the surveyor.
TOP
T 3• NO S?1eCIfIC tItI2 S2QrCh fOf 2XISt2f1Ce Of ClOfl-
F
LOW ST
LOOR existence of recorded or un-recorded easements
has been conducted by the surveyor as a part
LO
?
of this survey. Only easements per the recorded
plat are shown.
n 4. Propased grades shown were taken from
`cq the gradirig &/or development plan prepared by
? JAMES K. HILL, INC. .
------ ? ,
P4U.)-NaD F. I=f , i, i ti'1 ' AI ti
-- ? I!VI.ET PRt)'I"E('llC)?v E;NTll,.
fINAI.'C:.'R[° aS F4`f.AI3L,15HED
LOT 10 = 16623.3 SQ. FT.
PROPC)SED NOUSE = 2264.6 SQ. FT.
OR 13.6% OF LOT AREA
DRIVEWAY = 1073.8 SQ. FT.
Denotes set spike
Denotes set iron monument
Denotes found iron monument
Denotes existing elevation
Denotes proposed elevation
Denotes proposed drainage
Denotes top of curb
Denotes rear of Building Pad
per grading plon
Bench Mark; $49.36 -TNH- L-13&14, B-1 CP #12
Proposed Garage Floor= 851.0
Proposed Garage Top of Block= $51.4
Proposed House Top of Block= 852.1
Proposed Lowest Floor= 843.4
Bearings are on assumed da#um
SCaIe: 1'=30'
SAN. SERVICE INVERT
ELEV.=836.0
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DATE
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REVISIONS
BOOK/PAGE
NONE
CONTROL N0.
21192
CAD FILE
261038.dwg
PROJECT N0.
261038
FlLE N0.
DRAWER
SHEET 1 OF 1
0309/2006 16:21 FAX 9524739131 LUNDGREN BROS. CONST. C6002/002
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......, ... ...? . . :.... _ .
Datc>: 2%: 1/2OOF; iic;vi:,ion C)olc:: ?/21/?O06)
Site tszforrnabov?
AdttresS '1: :3662 Birchpai-icl Roaci
Aci<iress ?-
c: ity: Eagan GUUnty:
R?Ppl icaticst?..l ??fc?rmatiari
C3usinesr Nanie: C1oriU4r Inc:.
C;;ontac:t Per;;o+l; Todd
Nc:w CqnStructian
P rnj u.sc:t #:
Lot- IL- Hlnrk;
. ..
$ubdivision:
MN GoritraCtor LiC:c;nsc. 4
Oflice F'Yr: 952 445-4692 F'nx: 9:??-445 7487 Cofl Ph,
Addres:, "f : 591 Cii atir.in Drivw
City; Shakflpee State: Minnc:snta Zip Ccscle. 5,5379
HVt7S('4 DCti1ih5
:,quare Fc:,rtt: 4609 ,q. it. Avg. C'eiling I fi: 9 i't. Nt.imt7el' Of Bedrc}oms: 4
Vcnci[atiori : F.3a1s711GC[f
Tota! VeritilatiOn CapaC:ity ; 9 78 cfm.
Mir7irtium CurilinuixtS Ventilatinn -75cft'n,
lntermitCetit VoE7Cilation; 103 cfm.
Combust"son A0phar?c:c?
Wz3ter i 9eali,r. Powrar Vent lnpitt E3TUs: 15,000 lnd?pendGntEy Vf?•ntr d
Dire<:t VcriilSc:alc;d ConibUSCiBii Erlpul 13TEJs: 88,flpO IndependeriCly Vc;nted
Other Camhustivn Apptiattr..et
Gas Firc:d Direc;i Veszt Firc?pEar,c:-{s}' YeS Gas r-ired Power Vi.nt i=irepI3CE(s): Np
Ga:; Firfud Nili.ilr<:jl Drafl Firc:??lr3?f??(s)? No Solid ruc:f ApplidrtCo(5): No
Ex h? ?? s t._? n. i, i.pm_?_n t
Continuisus Fxhaust Ventilat.ion Capacity (cfa7t): NR Clisfl'tHs: Dryer (CfrY•i): 1:35
Ex1-i3ust F'aii FZating (Cfm): :300
M4ke..-Up Air
Nc7 M;akc'-t_Jp Air Reqt,ured tiy Code
rornbustion Air
Round f?sc)id f=?e:cjUir(;d' S irtrheS pr In st.dalo::ct FIux: Ci incf»a
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.... .._?....??_._._.... ... ,_.u. .?.-,- ........t,....._...
?_?:..a.?! t: ; ..? c.r ?.•?:> ' - ... _ _
Codl: Of'IE(:fi:tl Sig (1%1t'1.1rC:/ucltt::
I (-onrrrt)tllnt 1-,11c'r'!')' \linnt.,;;t:GC1. 7001 v1c<.:I1:.tllicaE
Pat Geagan
MAYOR
Peggy Carison
Cyndee Fields
Mike Maguire
Meg Tilley
COUNCIL MEMBERS
Thomas Hedges
CIT'Y ADMINISTRATOR
MUNICIPAL CENTER
3830 Pilot Knob Road
Eagan, MN 551 22-1 81 0
651.675.5000 phone
651.675.5012fax
651.454.8535 TDD
MAINTENANCE FACtLiTY
3501 Coachman Point
Eagan, MN 55122
651.675.5300 phone
651.675.5360 fax
651.454.8535 7DD
www.cityofeagan.com
of Ea?an REV/Sro.
Erosion Control Requirements for
Single Family Construction
In accordance with the U.S. Environmental Protection Agency's National
Pollution Discharge Elimination System (NPDES), Phase II, as well as
Chapters 4 and 7 of the Eagan City Code, the City is required to ensure
proper erosion control measures on construction sites are provided and
maintained throughout the construction pracess to protect the City's storm
water system. In compliance with the MN Pollution Control Alzencv's MS4
Permit, the Citv will enforce the followinLy measures:
Best Management Practices (BMP's) - All BMP's must be installed and
maintained as shown on the approved grading plan or building permit's
Certificate of Survey. All BMP's shall be in good working order at the end of
each day. Alternative methods for erosion and sediment control are always open
for discussion with City Engineering staff to address each site's individual needs.
Silt Fence - Silt fence must be installed and maintained as shown on the grading
plan or building permit's Certificate of Survey. The silt fence must be installed a
distance of 4 ft. behind the curb from April 15-November 15 and 7 ft. behind the
curb from November 16-April 14. The silt fence should be installed as soon as
soil disturbance occurs. At the very latest, it must be installed immediately after
the foundation has been backfilled. All silt fences must be in place and in good
working condition at the end of each workday.
Sod/Seeding & Erosion Blanket - The axea between the curb and the silt fence
must be stabilized with either sod or seed and erosion blanket. This must be
installed at the same time the silt fence is installed (or sooner). This area may
require on-going maintenance and should be inspected regularly along with the
silt fence. The purpose of the sod/erosion blanket is to provide a final filter strip
to catch sediment before it enters the street and storm sewers. •
Rock Construction Entrance - A rock construction entrance must be installed at
the proposed driveway location to minimize soils being tracked onto streets by
construction traffic. The rock construction entrance should be installed as soon as
possible. All contractors are required to use the construction entrance for access
to the work area instead of driving over other parts of the curb and sedimentation
THE LONE OAK TREE
The symbol of
strength and growth
in our community.
Soil Tracking - According to Section 7.05 of the City Code, it is a misdemeanor
to deposit ar track any dirt, soil or clay onto a pnblic right-of-way. The
developer, contractor or permit holder is responsible to immediately remove all
material (dirt, silt, clay, etc.) from the right-of-way. Any costs incurred by the
(Over please)
.r
City for this removal shall be charged to the development contract obligee or the
permit holder. Each day that any person continues in violation shall be a separate
offense and punishable as such.
NPDES II Construction Permits - On projects requiring this permit, a copy of
the permit from the MPCA must be on display at the jobsite at all times for
inspection by any governing agency.
City Staff Will Be Inspecting Erosion Control BMP's - The following actions
will be taken in the event a site is found to be out of compliance:
• A verbal and/or written correction notice will be issued, followed by a
phone call to the contractor or pernut holder to ensure notification was
received.
• If the site is not in compliance within 48 hours of notification, the City
may take the following steps (not necessarily in the order listed):
- Refusal af building inspections.
- Refusal of Certificate of Occupancy.
- Issuance of stop work order.
- Issuance of citation.
Certificate of Occupancy (C.O.)
• Prior to issuance, ALL disturbed areas must be at a minimum, temporarily
stabilized. This can include sod, seed/mulch, hydroseed, compostlseed or
an equal approved by the City Engineer. Appropriate perimeter protection
for erosion and sediment control must also be installed correctly and be
functioning properly, otherwise a C.O. will NOT be issued.
Your assistance with keeping the soils and construction material on your jobsite
where they belong is greatly appreciated. The natural soils are a valuable
resource. Keeping soils on site helps ensure cleaner storm water draining into
Eagan's lakes, ponds and wetlands. If you have any questions, please call the
Engineering Division at 651-675-5646. Thank you for your cooperation!
Revised January 2006
G:/Erosion Control/2006/E-TEAM2006-Certofsurvey-Erosion Control.doc
'NOTICE'
Erosion Control Re uirements for Buildin Permits
Erosion cor:rol inspections wiii occu- throLighout building consTruction. Erosion cortrci measures
sha(i te ccmpleted ; ricr to the disturbarce of the site. A rock/gravei pad for driveway from
the ca-cge te the str2et sha'1 be ir place. A s?lt ferce shall be instclied behind ±ne back of
curb ex:endir? , irc;rn the side Iet lines (extended; ia the gra.?el CIfiV2VJay cpening. ".dditiona! siEt
rerce sha11 be erecied in site are?s as indicatee on the appraved lot certifice:e of S?_.Ir?f2V or
c?s directed by a represen:ative cf the ci±y sta`,`. All erosion control measures shall be continuouslv
maintained until such time that turf is established Failure to implement erosion control or lack
of maintenance of said measures will result in a stop-work order.
1nstall silt fer,ce aiora, pond boundory
or across swale leaving property
--T-
Ail contractors are required
? to use the rock/gravel
drivewey aCC25S point
. ? instead of driving over
f` Drainage Pattern the curb.
?
,
` ! .
If dirt/debris enters street,
Silt ferce irstalied ;" - permit hoider wi11 be
after four,datior backf;(f, i required to rsmove it by
= the end af the work day.
along with 2 roVls
o` sod ?' * .: . . . . _. x . .. ?
BnSEF41EPJT
r ` • Prior .to issuance of Cert.
of Occupancy, all disturbed
? ..:..... . :.... ..........................__.... ;. _..; ........:......._.._....:_..: areas must be sodded or
, Class 5 Aggregate, 6" deep seeded/mulched or all
from street to garcqe> plcced .? necessary erosion cantrol
, after foundaiion backfill and measures must be properly
before framing. established.
\ j 1
? .. . . . .. ................ . ?
: : r? .: :: .... :.......... . ..::. -?.:?.-;-:... . ..,:
_ _ - - .. .................... .... . ::
4' FR0M BACK CF CURB (CGN5Tr2UCTlON SEASON)-J
5'-7' FROM BAGK CF CiJRB (Ot=F SEASON)
* or City approved elternative * or rro,perly piaced erosion cor,trcl b!ar:ket,
instalied 'oy Developer or Builder, as aPPropriate
NOTE: YOU MUST NOTIFY GOPHER STATE ONE-CALL
BEFORE DIGGING--CALL 651-454-0002
5' WOODEN POST
(2"x2" MIN.)
POSTS A7 6 Ff.
(MAX.) ON CENTER
TO SUPPORT
SILT FENCE
4? T
2.5'
Z' MIN. ?
?
E801
?.??--z
?Y^ _
??x:.
..r t .?. Civ Of Eap
Engineering Department
? Mn/DOT 3866 PREASSEMBLED 51LT FENCE
T BACKFILL OVER 12" FABRIC APRON IN TRENGH SHALL 8E
3' COMPACTED WfTH MACHINE DRNEN VIBRATORY PLATE OR
I 2:5' ? APRROVED EQUAL (I.E. TRACTOR TIRE)
.
2' 1 j5 REF. Mn/DOT 3886
?
SILT FENCE INSTALLATION
6' LONG METAL CHANNEL POSTS. MINIMUM POST WEIGHT IS EIGHT
(8_0) POUNDS. P05TS SPACED AT E1GFiT (B.D) FEEf ON CENTER MAXIMUM
FOR HEAVY DUTY AND 6FEET ON CENTER FOR MACHINE SLICED.
WIRE OR PLASTIC MESH SHALL BE USED AS BACKING FOR HFAVY DUlY SILT FENCE.
BACKFlLL OVER 12" FABRIC APRON IN TRENCH SHALI. BE
COMPACTED WITH MACHINE DRIVEN VIBRATORY PLATE OR
APPROVED EQUAL (I.E. TRACTOR TtRE)
6. -7FP-=4ir-
6"
HEAVY DUTY AND MACHINE SLICED
SILT FENCE INSTALLATION
SILT FENCE INSTALLATION
REi/ISEO S7ANDARD
FLATE #
3/05 S01
.?...
?
.E . IEWED
B" . _ .__ _. ....,.
EAGAN F,NGINEElttIN DEPT.
(840.9) 107.34
840 7
Z
EA"N
REVlEWED ?
BY6; PROPERTY
N00°27'30"W ;°` (839•o) E ADDITION,
?- -
cz? ,r, ,: f
? L,r???i . ? •,1
_ DRAINAGE & UTILITY ,-' ________--
EASEMENT PER PLAT
Ln ?
?
(A
,
,
,
?...
,
?l)1v ,
I \ \1 ! -- -f 5 W
? ? .
5 co
` LoT 10 \841.2 ?
BOTTOM 834 2 I= x ' K)
EXISTING TOP 842. EXISTING "
SPUT RA{L FENCE-- RETAININ WAL
BACK OF BUILDENG::,-- T01.7 8429
PAD PER GRADING ?
o -6 4
L
FLAN
17.46 ?
? n ^ ooco" I O
?rni?n?1 -1- Z ?
V I-i v!-1 I V i ?
w
O ?
M
?
W N \G RAGE\
OU) ?o
2
?15.51
?°..° „
'12.
o
849 2 o.7 o
p aPOSED m
m I
BENCH MARK
1 o IVEWAY I
TOP OF SPIKE 1
ELEV.=849.17 4- I?
CUT=5.77 TO TOP 5 O
OF LOWEST FLOOR ? 848.6
I 49.0
t -zr
(848.7
? TC 848.
I! ? n
Cutk,TOP /BOTTOM
0
030)
600
co Z
00
? }LO
I I?
6?3uoK2
CY4.oi rn??34y./?
cv ANT• N
!
C? 31 48 pORCN
(851_4)_ _ y 15.51?
3
849.2 t ?
1o
M
° - ?
- f- - o
1 SERV. R4R
R- tO27 50 =
E'?_
? ?..??ROAI
6?jRCHPOND
?
??? lopes
WWiWiIR
?
I f\--' 1 -1
L_V 1 I I
843.0
3562 BIRCHPOND ROAD
CERTIFICATE OF SURVEY
For: LUNDGREN BROS.
DESCRIPTION: Lot 10, Block 2, TERRA GLENN
Dakota County, Minnesota.
We hereby certify that this is a true and correct survey of the above
described property and that it w as performed by me or under my
direct supervision and that I am a duly Licensed Surveyor under the
laws of the State of Mi nnesota. That this survey does not purport to
show all improvements, easement s or encroachments, to the property
except as shown thereon.
Signed this 164* day of - ? nca.r , 2006. James R. Hil1,111C.,
John L. Benner, Minnesota L.S. No. 26708
Notes:
1. Building dimensions shown are for A
horiZOnta1 & vertical p{acement of structure 0
0
only, See architectural plans for building x927.6
& foundation dimensions. (930.0)
2. No specific soils investigation has been TC
` nc, ----
"- - completed on this lot by James R. Hill, I
s50. The suitability of soils to support the specific
5.1 BENCH MARK house proposed is not the responsibility of
TOP OF SPIKE
ELEV.=850.65 J4fr12S R. HIII, Inc. or the surveyor.
oFTLowEST ?LooR 3. Na specific title search for existence or nan-
a47.s) existence of recorded or un-recarded easements
- ? h a s b e e n c o n d u c t e d by t h e s u r v ey o r a s a p ar t
of this survey. Only easements per the recorded
? plat are shown.
? 4, Proposed grades shown were taken from
? the grading &lor development plan prepared by
JAMES ft. HILL, INC. .
-- ? ,
???oy JDJ: ? I Y ?Yf `lTI, I A I N
INLET NRO'fEt'l'l0?v UNTIL
FINAL'['L'#tF IS ESTABLISHED
LOT 10 = 16623.3 SQ. FT.
PROPOSED HOUSE = 2264.6 SQ. FT.
OR 13.6% OF LOT RREA
DRIVE1vAY = 1073.8 SQ. FT.
Denotes set spike
Denotes set iron monument
Denotes found iron monument
Denotes existing elevation
Denotes proposed elevation
Denotes proposed drainage
Denotes top of curb
Denotes rear of Building Pad
per grading plan
Bench Mark; $49.36 -TNH- L-13&14, 6-1 CP #12
Proposed Garage Floor= 851.0
Proposed Garage Top of Block= $51.4
Proposed House Top of Block= $52.1
Proposed Lowest Floor= 843.4
Bearings are Qn assumed datum
SCale: 1"=34'
SAN. SERVICE INVERT
ELEV.=836.0
.
?N
-}?
?. ? Z N
?
?, ??a
s? w
?
.? X
? N <
Z 4
Na
N
ffi gv
? Z
5 Z
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z
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0
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0
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0
J
U
DRAIMN BY
KTB
DATE
21306
REVISIONS
BOOK/PAGE
NONE
CONTROL N0.
21192
CAD FlLE
261038.dwg
PROJECT N0.
261038
FILE N0.
DRAWER
SHEET 1 OF 1
10/08/0B FRI 13:20 FA7L 9528961117 TRUS JOIST IZ002
' • J O 15T DAMAG E w??T LAKES D1?VISION
O
BUSC
H BLV
.
M ?
SUIh 200
SU 7E t B
tm
R E P O RT EOINA MN 55135 COLUMBUS, OH 43?28
37I
F?°:,;??,,,? FAX:(84)49?
bY ???fimousK
Wy
PROJECT INFQRMATION: FIELO INFORMATION PROVIDED QY:
DATE: 1015106 _ NAME: TERRY HOYLS
JOB NAMEL L UNDCRFN SPEC HOME COMPANYlLOC.: SCHERER BROTHERS- ALBERNILLE
JOB ADDRESS: 35ro7 i31 Rc.h?o?;0_ RI? ;14 7 Z7c') PHONE: 012-627-0790
JOB CITY, STATE; MIHNESOTA FAX: 763-497-6736
EMAIL:
JOIST SERIES: TJIO 230 (2 PLIES,) APPLICATION: FLOOR
JOIST DEPTH: 11 7/8" LIVE LOAD (PSF): 40
JOIST SPACING:16" DEAQ LOAD (PSF): 10
# OF DAMAGED JOIST: 1
INpMqTE q(,L JOW $plWS AND BEARING 7YPESfLUCATIONS ON DRAWINO BElOW. LOCATE AND DIMENSION ALL FIANaE AND10R YVW OAhU1GE. FOR POINT lOAQS
OR ADDITIONAL LOADB OTFIER THAN TYPICAL J013T LOADS INDICAlEO ABOVE, SHOW LOADS ON ORAWING OR tNCLUOE TJ-8EAt1@ OR TJ-%pEpTO JOIST
CALCUUTWN3. MDICIITE JOIST IICCESSIBILI7Y (DIMENSIONB TO PIPESIVVIRESIDUCTS) ON JOIST SECTION
EXISTING CONDITION
NOTCH !N TOP FLANGE
.?--- 2'-6" -#il' HOLE (ONLY IN (1) JOIST)
ep
z
? 19'-9Y4" ?L
?-- Yz"
T
8°
--'"?
SECTlON A
iLEVEL RESPONSE
NO REPAIR REQUIRED
?.`
COMMENTS: iF THE 24" X 8° HOLE IS LOCATED IN BOTH JOIST,
FURTHER ANALYSIS WILL BE REGlU1RED. COMPLETEd BY: JEREMY SCHREfNER, ILEVEL GREAT LAKEB DN,
PHONE: 800.438.1427
'•'TMig ANALYSIS IS 9ASED UPON THE INFORMATION PROVIDED TO ILEVEL. ANY DEIMTIOk FROM THIS WFORMATION WILL PROJECt: ROB-045695 TECH CALL: 96380
REOUIRE RE-EVAIWTION.'T11E PRO.lECT PUWS NAVE NOT BEEN REVIENED TO DETERMINE IF PRODUCT APPUCATION,
OESIGN LOAD3, AND DIMENS10N3 AAE CORRECT. AN AUTMORITY FAMILUUi WRH THE STRUCTURE MUS7 CONFIRM THE pATE; 1=243011 pAGE. 1 OF 1
VAIIDITY OF THE LOADS AND OIMEN810N3 SHOWN.
?
Site address: Lot Block ? Subd. IC-1<:2A???c
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
submittetl prior to issuance of a Certificate of Occupancy.
_ This structure: is constructed to meet minimum requirements of the Mn Energy Cotle, Chapter 7670
OR
.? This structure: will be constructed to meet more restrictive requirements of Chapters 7672 or 7674
APPLIANCE
Water Heater
Furnace
Dryer GAS
)( ELEC MANUFACTURER
S T MODEL
S
L5 v ' r?_20 BTU'S
aoa
t4r
oo VENTING TYPE
\t ?
EXHAUST SYSTEM
Kitchen
LOCATION
kitchen
TYPE
MODEL
CFM's VENTED
YES No
Bathroom 1
s0
Bathroom 2
Bathroom 3
Bathroom 4
-r
Other
FIREPLACE S
LOCATION
GAS
WOOD
MANUFACTURER
MODEL
BTlJ'S VENTING
DIRECT arMOs
?? n F? t ? c 3 .00c) x
MAKE-UP AIR MODEL TYPE CFM's
? N ?.?2 • f.? euG /I
I hereby acknowledge that the above information is correct and agree to comply with the Minnesota Energy Code and Ciry of Eagan
requirements.
?
Sig?ature " -
?A)
Company Name
Date
?-.-;2 -7 --o ta
' This form is the responsibility of the General Contractor.
c6t* 61 -,3,. v 1
Address: 3562 Birchpond Road
Permit:72701 Zip: 55122
_- 3- 01
THE FOLLdWING ITEMS WERE/WERE NOT COMPLETE AT FINAL INSPECTION ON
Yes No Comments
Final grade - 6" from siding
Permanent steps - garage Uf
Permanent steps - main entry J/
Permanent driveway
Permanent gas
Retaining Wall or 3:1 Max Slope
Sod/Seeded lawn
Trail/curb damage
Porch
Lower level ftnish
Deck
Fireplace
• 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
irrigarion system.
? BUILDING INSPECTOR:
2
007 RESIDENTIAL BUILDING PERMIT APPLICATION
City Of Eagan
3830 Pilot Knob Road, Eagan MN 55122
Telephone # 651-675-5675 FAX # 651-675-5694
New Construction Reauirements
3 registered site surveys showing sq. ft. of lot, sq, ft. of house; and all roofed areas
(20% maximum lot coverage allowed)
1 Soils Report if proposed building is to be placed on disturbed soii
2 copies of plan showing beam & window sizes; poured found design, etc.
1 set of Energy Calculations
3 copies of Tree Preservation Plan if lot platted after 711/93
Rim Joist Detail Options selection sheet (buildings with 3 or less units)
Minnegasco mechanical ventilation form
RemodellRepair Reauirements
2 copies of plan showing footings, beams, joists
1 set of Energy Calculations for heated additions
1 site suroey for additions & decks
Addition - indicate if on-site septic system
,C? 4ffice?-- b
C&tof Sjivey Recd `_ ,.? Y,?„ N
$cgs Report Y _ N
7"r?e P Ian, Recd Y_;; N,
Tree Pr?s R ' -; ? °;Y -iJ
Cr-si ' tic SysfPlm :. _ Y -: N
? ('oo m c&& A-
Plans are considered public information unless you state they are trade secret and the reason.
Date _i? / Z7 / a -7 Construction Cost ow `-
Site Address Tc>t Unit/Ste #
?
D
Description of Work
Lt-? C
Multi-Family Bldg _ Y? N Fireplace(s) _ 0 _ 1 _ 2
Property Owner +4? Telephone # ( )
Contractor 5? 13, C-0
Address 4 7 o cl ,,,,
City 5
t
State Af /V Zip S`YS 30 Telephone # (4???
COMPLETE THIS AREA ONLY IF CONSTRUCTING A NEW BUILDING
- Minnesota Rules 7670 Categorv 1 Minnesota Rules 7672
Energy Code Category . Residential Ventilation Category 1 Worksheet • New Energy Code Worksheet
submission type) Submitted Submitted
• 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?
_ Y _ N If yes, date and address of master plan:
Licensed Plumber
Mechanical Contractor
Sewer/Water Contractor
Telephone # (
Telephone # (
Telephone # (
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 Eaganand 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
h the approved plan in the case of work which reqnires a review and
Applicant's Signabid ? 7,..2007
,
r . ....s
DO NOT WRITE BELOW THIS LINE
Sub Tvpes
? 01 Foundation ? 07 05-plex ? 13 16-plex ? 20 Pool ? 30 Accessory Bldg
? 02 SF Dwelling ? 08 06-plex 0 16 Fireplace ? 21 Porch (3-sea.) ? 31 Ext. Alt - Multi
? 03 01 of _ plex ? 09 07-plex ? 17 Garage ? 22 Porch/Addn. (4-sea.) ? 33 Ext. Alt - SF
? 04 02-plex ? 10 08-plex ;21?_ 18 Deck ? 23 Porch (screen/gazebo/pergola) ? 36 Multi Misc.
? 05 03-plex O 11 10-plex ? 19 Lower Level ? 24 Storm Damage
? 06 04-plex ? 12 12-plex ? 25 Miscellaneous
Work Tvpes
? 31 New ? 35 Int Improvement ? 38 Demolish Interior ? 44 Siding
? 32 Addition ? 36 Move Building ? 42 Demolish Foundation ? 45 Fire Repair
? 33 Alteration ? 37 Demolish Building* ? 43 Reroof ? 46 Windows/Doors
O 34 Replacement *Demolition (Entire Bldg) - G ive PCA handout to applicant
D@SCt'IptlOtl: Water Damage Yes
)
'"D
Valuation vo Occupancy MCES System
Plan Review ? 100% or _ 25% Code Edition
Census Code 44-414 Zoning City Water
SAC Units Stories Booster Pump
# of Units Sq. Ft. PRV
# of Bldgs Length Fire Sprinklered
Type of Const Width
Foorings (new bldg)
? Footings (deck)
, Footings (addition)
Foundation
Drain Tile
Roof Ice & Water Final
_ Framing
_ Fireplace _ R.I. _ Air Test _ Fina1
Insulation
REQUIRED INSPECTIONS
_ Sheetrock
FinaUC.O.
? FinaUNo C.O.
HVAC
Other
_ Pool Ftgs
_ Siding _ Stucco Lath
_ Windows
_ Retaining W all
Approved By: Building Inspector
Base Fee
Surcharge
Plan Review
MC/ES SAC
City SAC
Utility Connection Charge
S&W Permit & Surcharge
Treatment Plant
License Search
Copies Other
Total
Air/Gas Tests Final
Stone Lath Brick
??
r
Pr r u
?
. Ii
By
Date 3 b
?caNr A_,WW4 N00°27'3(;,
,840.7
1
? ED
??
PROPERTY
(L. ?'83s.o) 3 Y r?? ? ADDITION,
'BUILtMIINSPECTCONS DIYISION
DRAINAGE & UTILITY ,-'_____------
--'" "- -?' EASEMENT PER PLAT ,n
.'? i0•
cn
w ,
4, ?
w ?
?
,
'
?
1 ?
\ _---- ?
5 5
? T 10 BOTTOM 834.2 U?
EXISIING TOP 842. ?
SPLIT RAIL FENCE-
BACK QF BUILDING-1-
PAD PER GRADING 01?
PLAN (0 ?
? a0 n
i nT ^ ,>'' d
L.?.J ! ? ?
Z
?i nr?nN i-F
vnvni v I 00 ?
otl
?N
00
? to
co
s/
?.
BENCH MARK-_LJ f 1
TOP OF SPIKE ?
ELEV.=849.17
CUT=5.77 TO TOP
OF LOWEST FLOOR
1
EXISTING
RETAININ
m1.q
i7.46 i
18 '
?
,
I 1
LO 841.2
X
o`1233
(" 1 7 ' A
15.51
849
2 50.7) o
. ROPOSED ?
> RNEWAY ?
D
P
5 -
? 848.6
49.0
- 22?
TC 848,?
00
(D
iv-
3562 BIRCHPOND ROAD
CERTIFICATE OF SURVEY
For: LUNDGREN BROS.
DESCRIPTION: Lot 10, Block 2, TERRA GLENN
Dakota County, Minnesota.
We hereby certify that this is a true and correct survey of the above
described property and that it was performed by me or under my
direct supervision and that I am a duly Licensed Surveyor under the
ws of the State of Minnesota. That this survey does not purport to
05?zow all improvements, easements or encroachments, to the property
except as shown therean.
ed this AP"'k day of 2006. J&me3 R. HiII, IttC.,
?y
? n-r
L_v i I I By. ?
-7 `
V__-- John L. Benner, Minnesota L.S. No. 26708
_
843.0
Notes:
1, Buildirig dimensions shown are for o
horiZOntal & vertical placement of structure 0
only. See ar chitectural plans for building ?930.0)
Z ; & foundation dimensions. _
?Q? 2. No specific
XQ soils investigation has been TC
----
W0 campleted on this lot by James R. Hill, Inc.
;50. The suif(ability of soils to support the specific
1 BENCH MARK house proposed is not the responsibility of
_'-___TOP Of SPIKE
ELEV.=850.65 James R. Hill> Inc. or the surveyor.
CUT=7.25 TO TOP 3, NO specific title search for existence or non-
OF LOWEST FLOOR
7.6) existence of recorded or un-recorded easements
has been conducted by the surveyor as a part
? of this survey. Only easements per the recorded
- ? plat are shown,
h 4. Propased grades shown were taken from
1 the grac.ing &/or develapment plqn prepared by
JAMES R. HILL, INC.
6.3I
9.7
t
Z"L., u? rn I?4
? CANT.J N
3t qg PORCN r
(851.4) _ L15:
849.2 ?
?o
O
M
W
d?-
i6
0
11
/BOT(OM I? ??
5 _ ,? CoZ
SERV.
I
J
--?- ? TAAL`41Z640' NJ R=1027 0 . _
j iE SoD----Na ROAD?
_ RCHPO
6??Lol
. `
wx?r?um slopes
o€ 79-:Aa,;Wngng Wail 1Nil?
?? ???quirad ?
?i
_ PR9?DEAN.D?icIAINTAIN
--- ? INLET PRQTECTION UNTIL
FINAL TURF IS ESTABLISHED
LOT 10 = 16623.3 SQ. FT.
PROPQSED HOUSE = 2264.6 SQ. FT.
OR 13.6% 0F LOT AREA
DRIVEWAY = 1073.8 SQ. FT.
Denotes set spike
Denotes set iron monument
Denotes found iron monument
Denotes existing elevation
Denotes proposed elevation
Denotes proposed drainage
Denotes top of curb
Denotes rear of Building Pad
per grading plan
.
rW?
w? w
s ? =E m
= m
\ N
.?
OCZN?
y ?"<d
?m
?0 z
7aSa
? Z
J
?
aZ
?
w ?
O ? z
ryD
0
UU
o<
?
U a mo
oQ
?
?
O
U
WN BY
1B
Bench Mark: $49.36 -TNH- 1.-13&14 B-1 CP #1
rDATE
2 Proposed Garage Floor= 851.0 kBOOK/PAGE
NS
Proposed Garage Top of Block= $51.4
Proposed House Top of Block= $52_1
d t
L Floor= 843.4
Propose owes
Bearings are an assumed datum CONTROL N0.
SCSl@: 1p=30= 21192
FILE
261038.dwg
SAN. SERVICE INVERT PROJECT No.
ELEV.=836.0 261038
FlLE N0.
DRAWER
SHEET 1 OF 1
PERMIT
City of Eagan Permit Type:Building
Permit Number:EA142116
Date Issued:04/14/2017
Permit Category:ePermit
Site Address: 3562 Birchpond Rd
Lot:10 Block: 2 Addition: Terra Glenn
PID:10-75400-02-100
Use:
Description:
Sub Type:Reroof
Work Type:Replace
Description:Does not include skylight(s)
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 within 10 feet of all sleeping room openings in residential homes (Minnesota State
Building Code).
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 -
Peter J Savage
3562 Birchpond Rd
Eagan MN 55122
(612) 845-3830
Krech Exteriors Inc
5866 Blackshire Path
Inver Grove Heights MN 55076
(651) 688-6368
Applicant/Permitee: Signature Issued By: Signature
PERMIT
City of Eagan Permit Type:Building
Permit Number:EA143530
Date Issued:06/19/2017
Permit Category:ePermit
Site Address: 3562 Birchpond Rd
Lot:10 Block: 2 Addition: Terra Glenn
PID:10-75400-02-100
Use:
Description:
Sub Type:Siding
Work Type:Replace
Description:
Census Code:434 -
Zoning:
Square Feet:0
Occupancy:
Construction Type:
Comments:Please leave printed pictures of house wrap on site for the final inspection.
When installing ventilated soffit material, remove existing material (i.e. debris that could block vents) and take steps to
ensure maximum ventilation to attic. Call for final inspection after installation.
Valuation: 4,000.00
Fee Summary:BL - Base Fee $4K $103.25 0801.4085
Surcharge - Based on Valuation $4K $2.00 9001.2195
$105.25 Total:
I hereby acknowledge that I have read this application and state that the information is correct and agree to comply with all applicable State
of Minnesota Statutes and City of Eagan Ordinances.
Contractor:Owner:- Applicant -
Peter J Savage
3562 Birchpond Rd
Eagan MN 55122
(612) 845-3830
Krech Exteriors Inc
5866 Blackshire Path
Inver Grove Heights MN 55076
(651) 688-6368
Applicant/Permitee: Signature Issued By: Signature
PERMIT
City of Eagan Permit Type:Building
Permit Number:EA170361
Date Issued:06/29/2021
Permit Category:ePermit
Site Address: 3562 Birchpond Rd
Lot:10 Block: 2 Addition: Terra Glenn
PID:10-75400-02-100
Use:
Description:
Sub Type:Windows/Doors
Work Type:Overhead Garage Door
Description:
Census Code:434 - Residential Additions, Alterations
Zoning:
Square Feet:0
Occupancy:
Construction Type:
Comments:Improvements to the home require smoke detectors in all bedrooms. If altering window openings, call for framing
inspection. Call for final inspection after installation.
Carbon monoxide detectors are required within 10 feet of all sleeping room openings in residential homes (Minnesota State
Valuation: 1,500.00
Fee Summary:BL - Base Fee $1500 $62.50 0801.4085
Surcharge - Based on Valuation $1500 $0.75 9001.2195
$63.25 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 -
Peter J Savage
3562 Birchpond Rd
Eagan MN 55122
Applicant/Permitee: Signature Issued By: Signature