1477 Bridgeview AveCity of Eagan
3830 Pilot Knob Rd
Eagan, MN 55122
(651) 675 -5675
www.ci.eagan.mn.us
Site Address: 1477 Bridgeview Ave
Lot: 7 Block: 4 Addition: Valley View Plateau
PID:10- 81400 - 070 -04
Use:
Description:
Sub Type: e- Windows/Doors
Work Type: Windows/Doors - New/Replacement
Description: House
Census Code: 434 -
Zoning:
Square Feet: 0
Comments:
Fee Summary:
Valuation: 3,000.00
Contractor:
Renewal Andersen
1920 County Road C West
Roseville MN 55113
(651) 264 -4777
PERMIT
City of Eaan
Construction Type:
Occupancy:
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 by law in ALL single family homes.
BL - Base Fee $3K
Surcharge - Based on Valuation $3K
Total: $90.00
Applicant/Permitee: Signature
- Applicant -
$88.50
$1.50
Owner:
Paul D Houdek
1477 Bridgeview Ave
Eagan MN 55121
Permit Type:
Permit Number:
Date Issued:
Permit Category:
0801
9001
I hereby acknowledge that I have read this application and state that the informa
of Minnesota Statutes and City of Eagan Ordinances.
on is correct and agree to comply
h all applicable State
Issued By: Signature
Building
EA091199
09/17/2009
ePermit
CITY OF EAGAN
3830 Pilot Knob Road
Eagan, Minnesota 55123
(612)681-4675
INSPECTION RECORD Control No. 12 J u
PERMIT TYPE: q?? ?I 01Nu
Permit Number: 0 0 1 1 ? 9
Date Issued: 3 I /W? 191
SITE ADDRESS: i. u t: 1
?4/( HRIU6EVIf:W AVE
vq1 I[Y VIEU I'I AiEAU
HiMK, q APPLICANT:
SAqp sOM-•t INDGNEN
(f:i.') 721-6546
.?
PERMIT SUBTYPE: TYPE OF WORK:
;i" (M75C.) REpAIR
OFSCRIF7TON ROOFTN6
Permtt No. Permk Holder Date 7elephona 8
S/W
PLUMBING
HVAC
ELECTRIC
ELECTRIC
Inspection Date Insp. Comments
Footings I
Foundation
Framing
Rooting
Hough Pibg.
Rough Htg.
Isul.
Freplace '
Final hltg.
Orsat Test ,
Final Plbg. Plbg. Inspector - Notify Plumber
Const. Meter
Engr.lPlan
Bltlg. Final
Deck Flg,
Oeck Final
Well
Pr. Disp.
This fAwt void 18 months from
` P 48159
Date of this Request )a/q ?•
I, as O Licensed Electrical ontractor ? Owner, do hereby re uest inspection of the above electri-
calowiring installed at: ?o), & " v ?
o?
Street Address or Route No. lk77 $??daeJ?c.v Ter?a?e City?q?""
Section Township Range County Ow11eT+•
Which is occupied by Wr5 Sa w/4aV
(Name of Occupant)
Is a roughin inspection required on this job? No ? Yes 19 Ready Now ? Will Call ?
Power Supplier ?1/, S. P. Address 1VayPA 7.
3u??3•
Electrical Contractor 14i A; Tt, 5 1 e.4 Tr i G• Contractor's License No. _
(COmpany Name) .
M2iling Address 3G oo 9e n n p- b Gt D r
lectrlcal Contractor or wnef M)kln9 Th Installatlon)
Authorized Signature F.?9hg?an ° ? phone No. 'fS1-/S46
(Eiecblcal Contractor or Ownef Maklnq fihis Instalqtlon)
STAWE BOARD COPY
r Minnesota State Board of Electricity
}9F:4tlniversity Ave., St. Paul, Minn. 55104-Phone 645-7703
' REQUEST FOR ELECTRICAL INSPECTION
?HECK BBLOW WORK COVERED BY THIS REQUEST
???>> ?3
p 4?159
Type of BuildL?g New Add. Rep, p?eok Appliances Wired For Check Equipment W¢ed For
Home ? ? ? Range ? Temporazy Wiring ?
L7uplex ? ? ? Watec Heatrr ? Lighting Fixtures ?
Apt. Bldg. ? ? ? Dryer ? Electric Heating ?
Cnmmercial BWg. ? ? ? Fumace ? Silo Unloader ?
?lndustrial Bldg. ? ? ? A'u Conditioner ? Bulk Milk Tank ?
Lis[ List
0 her ? ? ? p
Heiels? p
Hehe 5?
COMPUTE INSPECTION FEE BELOW _ _
Smice Entrance Size: # Fce Feedecs& er C'ucuits: # Fce
0 to 100 Am . 0 to 30 A s
? 0 to 30 Am eres
101 to 200 Amps. . ,1' 31 to 100
r 1 to 100 Am ces
Above 200 Amps. Above ]00 Amps. Above I00 Am s.
T?ansformeis RemoteContxolCirc. ParBalorotherfee
S' ns S cial Ins ction Minimum fee $5.00
Remarks TOTAL FEE ?
?
`
? g r ,
I, the Electrical Inspector, hereby ce??hat ?°?e? m,?,sp? on has be??udede' ?_??
(Rough-ln) ? "`'' - "' '?Date ? ? = ?? ?
(Final) ? /? ,/? Date 3v-7
This request void 18 months from ""?`= ??-
Tl4,s ceq'tast void 18 months from
°tf 6 r/
0 69275
Date of this Request ' //?3 /99.
I, as f?'I Licensed Electric Co tractor ? Owner, do hereby request inspection of the ahove electri-
cal wiring installed at:
StreetAddre sorRo eNo. IH79 ,i3r?doeuitri 7?er??t?? City a e. •
c'? sZ ? `v
Section Township Range County
Which is occupied by SqR?y
(Name of Occupant)
Is a roughin inspection required on this job? No'g Yes ? Ready Now ? Will CalX
PowerSupplier DaIloTa E/tc.• Address Far-'r) 7ow.
ElectricalContractor 7e. E/oe-Te,'c 39 14 P 7'
Contractor's License No.
(COmpany Name)
MailingAddress 3feoa KeNnabec Dt•
A (Electrical Contractor ol-Ownep Ppaking This Installatlon)
Authorized Signature IfSLr,//f I/ Phone No3
(Electritai Contractor or Owner Making This Installation) yss•/S65
Minnesota State Board of Electricity
.-• 1'95k'University Ave., St. Paul, Minn. 55104-Phone 645-7703
" REQUEST FOR ELECTRICAL INSPECTION
` CHECK BELOW WORK COVERED BY THIS REQUEST
o'? o-7 /
0 69275
Type of Building New Add. Rep. Check Appliances Wired For Check Equipment Wired Fox
Home ? ? ? Range ? Temporary Witing ?
Duplex ? ? ? Water Heater El Lighting Fiamres ?
Apt. Bldg. . ? ? ? Dryet ? Electric Heating ?
Commeicial Bldg. ? ? ? Fumar.e ? Silo Unloader ?
Industrial Bldg. ? ? ? Aa Conditioner ? Bulk Milk Tank ?
Farm ? ? ? Lis[ 54fOiCG. Lis[
Othor ? ? ? ?ehers? t
COMPUTE INSPECTION FEE BELOW I/A I I I I 7-I
101 m Z00 Amps. 1 31 to 100 Ampexes ? ? II 31 to 100 Amperes I I I
? Above 200 Amos. Above 100 Amos. Above 100 Amns.
Remazks TOTAL FEE
J
I, the Electrical Inspector, hereby.c ' y that the}bove inspection has been made.
(Rough-in) /' / P Date
(Final) • y??J) Date
This request void 18 months from
CIfiY OF EAGAN
3830 Pilot Knob Road
Eagan, Minnesota 55122-1897
(612) 681-4675
SITE ADDRESS:
P.I.N.: 10-81400-070-04
DESCRIPTION:
Buildi
j8uildin;g
?Gansus Co
r?
i
- 4..
?zm
.. 'kr re?
= Rcr?.
??? E( ?•'
f? x
REMARKS:
FEE SUMMARY:
Base Fee
Plan Review
Surcharge
Total Fee
PERMIT
PERMITTYPE: BuiLn=NG
Permit Number: 0 3 0 5 6 4
Date Issued: m g/8 r, /g 7
1477 BRIDGEVTEW AVE
LQT: 7 BLOCK: 4
VALLEY VIEW PLA7EAU
(SUNROOM)
ermit Type
`p.r.k Type
?
SF PORCH
NEW
434 ALT. RESIDENTIAL
3w121
VALUATION
$174.75
$113.59
15.50
$293.84
$11,000
CONTRACTOR: - ,qpplicant - sT. Lzc OWNER:
PATZO ENCLOSURES INC 16311100 0001676 MAYER 60B
2123 OLO HWY 8 1477 BRIDGEVIEW AVE
'rNEW BRIGHTON MN 55112 EAGflN, MN 55121
{612) 631-1100
?
I hereby acknowledge that T have read' thi"s e0pf?3.ca`tian and` state` tki`at"`"t
info'il'ma(CicSn is cowtect shtl agree-YtQ -comgly w1th all. ?APPjicsable SZata gf 91n..?
StatUtes aodCity of Eagan OrdSnances.?.
a ? . ,. .;:. - ^-' ;, :c . ? ,,, . . _..... _- _._ _ ,. ,.P ,., . - ... _?._ ... ,..,?. _. ..? _. . ....... ..,. __..v.
APPLIC?RMITEE SIGNATURE 'ISSUED? :IC OA UR I?-
? CITY OF EAGAN
L4 3830 PILOT
1996 BUILDING PERMIT APPLICATION (RESIDENTIAL) ?°2-`?? •??
306 681-4675
New Gonstrudian Rectuirements Remodel/Reoair ReaUiremenl=
? 3 regislered sita surveys ? 2 copies of plan
? 2 copies ot plans (fnclude beam 8 window sizes; poured tnd. design; etc.) ? 2 site surveys (exterior additions 6 decks)
'? t energy calculationa ? 1 energy calculations for heated additions
? 3 copies of tree preservaHon plan iF IM platled aHer 7/1/93
required: _ Yes No
DATE: $/1/97 CONSTRUCTION COST: ? ? ? ? ? ? ? • O?
DESCRIPTION OF WORK: S»nrnnm Ar?dif i r,.+ -
STREET ADDRESS: 1477 Bridcreview Avenue
LOT if BLOCK _d _ SUBD./P.I.D. #: ?,l.!ld?PI
PROPERTY NBme: Bob & Lvnne Maver Phone #: -
OWNER FIRIT
Street Address: 1477 Bridgeview Avenue
Ciry: Eagan St3fe: MN Zjp; 55121
CONTRACTOR COmpany: Patio Enclosures; znc. Phone
StreetAddress: 2123 oid Highway a License#: 1676
Ciry: New Brighton State:
ARCHITECT! Company:
ENGINEER
Name:
MN ZjP; 55112
Phone #:-
Registration
Street Address•
City:
State:
Zip:
Sewer 8 water licensed plumber:
change are requested once permit is issued.
Penalty applies when address change an-
I hereby acknowledge that I have read this application and state that the information is correct and agree to compiy witr
applicable State of Minnesota Statutes and City of Eagan Ordinances.
Signature of Applicant:
OFFICE USE ONLY
Certificates of Survey Received _ Yes No
Tree Preservation Plan Received _ Yes _ No
RECEIVED
AUG 0 4 1997
BY
?
/
OFFICE USE ONLY
BUILDING PERMIT TYPE
F ?
? 01 Foundation ? 06 Duplex ? 11 Apt./Lodging ? 16 Basement Finish
? 02 SF Dwelling ? 07 4-plex ? 12 Multi Repair/Rem. ? 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
? 05 5F Misc. ? 10 = piex ? 15 Deck
WORK TYPE
? 31 New ? 33 Alterations ? 36 Move
? 32 Addition ? 34 Repair ? 37 Demolition
GENERAL INFORMATION
Const. (Actual) Basement sq. ft. MC/WS System
(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.
Depth Footprint sq. ft. SAC Code ?L
Census Bldg _L
Census Unit
APPROVALS
Planning Building ? Engineering Variance
Permit Fee Valuation: $ LA &.? QQ
Surcharge
Plan Review
License
MClWS SAC
d? 0 V()•410
City SAC
Water Conn.
Water Meter
Acct. Deposit
S1W Permit
SNV Surcharge
Treatment PI.
Road Unit
Park Ded.
Trails Ded.
Other
Copies
Total:
% SAC
SAC Units
t..
?
.. ... , s! au.?w O?QC?
Mn
. ?w
?
q ¢'
(
Yi o
7 4f
I ?h
( N
\ a\ \
? PpGFbSwD ?Puu.D1rle-- I
° 7a4. 1 ?
AI 2?•- #z - --- ???
? j
?
?
1?-- - ----???-St?, o fwuv isw ag P mws
,?--s = --?
'T? ?'1. ?L. ?gb.7' Sec, 6
?-? O? NAr14}oLE ?oUf.7t..
lcr' 1ti1Tre?i?on1 oF
?D(.??IEW'?f-KAf? AND
E?40c-?V?? AJ€rJU?
$OIL TE$T WRING$ J08 NO. fo?-oZ3.I ? S?ALE:??C ?j>? DRAWN BYQE- CMECKEU BY-kLMlj
SE•14 17311)
PERMIT Control No. 1258
? CiTY?F EAGAN
3830 Pilot Knob Road PERMIT TYPE: BUrLo zNG
Eagan, Minnesota 55123 Permit Number. 001729
(612) 681-4675 Date Issued: 11 J 0 2 J 9 2
SITE ADDRESS:
140 Baz:rnGEvzew ave
LOT: 7 E3LOCK: 4
VALI.EY VIEW PLI-1TEAU
DESCRIPTION:
•. ROOFING
?Buildi'-n_g Permit Type SP (MISC.)
Quilding`.W?orl: TypF REPATR
i. .
i?
REMARKS:
?GDal SD(
FEE SUMMARY
VflLUAT'Tt7N gB90IdG?
8ase Fee $99.00
Surchat- g e q.?0
Tntal Fee $103,00
CONTRACTOR: - Appli.cant - ST. I.TCOWNER:
SAMPSON-LINDGREN 1.7215546 0003129 PETERSON SCOT'1'
2228 E 35TH S'1' 1477 f3RT[1GF.VTEW RVE
MINNEAPOLIS MN 55407 EAGAN hiN 55121
(612) 721-5546 (612)456-9131
I hereby aclrnowledge that I have read this applicatien and stata that the
intormatipn S,s r.orr•eot anci aqree ta camply witli all applicable State ofi hln.
L Statutes and Gi.ty of Eagan Ordinances. I
APPLICANT/PERMITE SIGNATURE
INSPECTION
CITY OF EAGAN
3830 Pilot Knob Road
Eagan, Minnesota 55123
(612) 681-4675
SITE ADDRESS:
LOT: 7
1.477 BRIDGEVIEW AVF
VALLcY VIEW F'L.ATEFlU
PERMIT SUBTYPE:
5F (MISC.)
5AMPSQN-LINpGR[N
(612) 721--5546
TYPE OF WORK:
REPASR
DESCft]:PTTOIV P,OOF7NG
FINAL
r-
L
-lSS EDf?Y. SIGNA' R ,
RECORD C°ntr°' "°. 1258
PERMIT TYPE: B u zI. [) r N c
Permit Num6er: g 0 .1, ? ;? 9
Date issued: 7.:1. / 0 2,/ 9 Z
g LOc K o q APPLICANT:
7
J
PERMIT #
REACT iVATE3
1q2_q
CITY OF EAGAN $Id h. 00
1992 BUILDING PERMIT APPLICATION
681-4675
SINGLE 6 MULTI-FAMILY 2 sets of plans, 3 registered site surveys, 1 copy of energy
calcs.
COMMERCIAL 2 sets of architectural & structural plans, 1 set of
specifications, 1 copy of energy calcs.
Penalty applies when typing of permit is requested, but not picked up by last working day
of month in which re uest is made or lot chan e is re uested once ermit is issued.
Date /?DJ / d ? cj;? Valuation of work WO
,
Site Address:_/?177 'RQiDif u f i.1 ,Quf
STREET SUItE k
Tenant Name: (commercial only)
7AT BIACR ? SUBD. p.I.D. M
r
Descri tion of work: ooF„?
The applicant is: O Owner M Contractor ? Other (oescrine)
Name . Fi-rfe.snni ?Cn-rT Pholie
`1131
Property ,
LAs, F,RST
Owner Address ? 477 &,o6f oi4 Lj 4uF-
STREET S7E 0
City ?44n1 State Mn! Z;p Ssia /
Company <Ay",oso,J - Phone 7a/-SS-?/6
COntr8Ct01' Address _c;;a08?. 3544 S.> L;cense # 000309 Exp. 3-31- 73
City MviS, State A4 ej Z i p 1?0 7
Architect/ Company Phone
Engineer Name Registration #
Address
City State Zip
Sewer 6 v?ater licensed plumber . Processing time for
sewer & water permits is two days once area has een approve .
I hereby acknowledge that I have read this application and state that the information is
correct and agree to comply with all applic ble State of Minnesota Statutes and City of
Eagan Ordinances. ('_? _
Si
t
f
gna
ure o
Applicant:
. cirr oF EaGAN
, 3795 Pilot Knob Rood Eagan, MN 55122 N2 4559
PHONE: 454-8100
BUILDING PERMIT APPLICATION Receipt # 7967
$61,000. _
Nov. 1 77
To be umd hr Sin8• Fam Dwl8• d Att. GarP>.Date 19
-
Site Address 1477 Bridgeview Ave. E.ecr 73C Occupancy 7
Lot 7 B lock 4 Sec/Sub. Valley View Plat qiter ? Zaning RI
10 81400 070 04 . Repair ? Fire Zone 3 _
Parcel .fk
E
l e of Canst
T V
n
orge p .
yp
n Nome W. ?i Sankey Move ? # Stories I
Z
o Address 5341-48th Ave. So. Demolish ? Front 74 ft.
. Mp15
729-5421 Grade ? Depth SA ft.
C Phone
o Name ?k ADProvals Feea
?? Address Assessment -
~ Cit Phone Woter & Sew.
? Polite _
tw Name Ahitz Docign F1fe
'
= x? Addrew 1800 Girard Ave. So.
- E„g.
?J' Z Mpls. 377-2165
Ci phone Planner _
Council _
I hereby ackrwwledge that I have read this apPlication and state thot gldg. Off. -
the infortnation is correct and agree to comply with all applicoble
State of Minnesota Statutes gnd City.,of Eagqn Ordinonce,v. APC
Signature of Permittee -,?d
A Building Permit is issue to:
all wark shall be done.' Accc
Building Official
Permit 156 00
Surcharge 30.50
Plan check
SAC 475.00
Woter Conn. -2 30 . 00
WaterMeter 60_00
Toral 951 _ 50
Y on the express condition that
of Minnesota Statutes and City of Eogan Ordinances.
;
4
nr,xE
BUILDII3G PERMIT APPLICATION
Include 2 sets of plans, 1 site plan w/elevations and 1 set of energy calculations.
ATrqJa ?SP
Zb be used for ?ivKft Valuation ?'r r--•r'6-=?
Site Address:
Owner /-'E y Telephone Z 92
Address T.C 4oc 5,0_ • 71 ?....-lf? `/,?
=v ' ?:'c4^z???
Ipt Slock Sec. Sub. Parcel Number
7 uit'u PG?rea.?.. jC Sl;F/Oa 6f?o t`i?
77 G[9r<Ye,?c?c
Contractor Z, LE Telephone
?
Address
Arch./En9•
Address
?
?
?
..=t?
>1.7
Erect U
Alter
Repair
Enlarqe
Nnve
nemolish
Grade
OFPICE USE
- DatC of Approval & Znitial
Assessment /
r
6dater/Sewer
Police
Fire
Eng.
Planner
Council
Bldg. Off.
A.P.C.
Telephone
pFFICE USE
Occupancy
Zoning
Fire Zone ?
Type of Const.
# of Staries ?
Front
nepth
£EES
Permit
5urcharqe
Plan Check
SAC ?-f 75 . ?
Ptater Conn. a ^ A
I•Iater Meter
-b
.?'
TORTJ.
? ?
??s??"wTAVql? MINNESOTA VALLEY
SURVEYORS & ENGINEERS CORFJ
A4 ?W _
12006 12TH AVENUE SOUTH BIJRNSVILLE, MINNESOTA 55337
Phone: 890•7150
Certificate ot Survey for: WF.S JANKEy
a
-rov oF M.W ?
M.6J
?
Q
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n
?
?Ll
?
?
?
raP?,?N.?_'??_BR?CrEV?Ew AveNCJE--,- 110bs
IV6LOT 7, 8L(xk 4; VALIkY VIRW PI,ATF;AU
EGAN 'COWHSHIP, ;3KOTA COUN'15', MlNidE50TP.
i h..•ny <..tIfr iber lnl, I. ut.ae end ae...<, ..p,.....ujlun
ol o&u.rer of ihe beundorin e/ eh. alere doicri0od lontl.
o•.d o? rn. of o11 601G,np,, ?n?.•e?, end en .;•;ei.
envoee?m?m.? d ony, I.em er en fuid lontl.
a. ..,...,?d e, aor er MARW •.o. 1a_j7
M1ilooesota VaIley Surveyors k
Eoeen,_ Corp.;
er ,_ eL s
Mfon. Re=. No. 293
e ?Tq Y?
AL W
?y?RS E?
?: 1" = 30'
iotes iron
moniiment
;.....?
/-S-F
"'14?5
D
?40
sou exPLoRation
corrmw3fw
662 C ROM W Ell AVENUE
ST. PAUL, MN. 55114
PHONE612/645-6446
October 38, 1977
Mr Wes Sankey
5346 Minnehaha Ave
Minneapolis, MN 55417
a sister corporation to TWIN CIN TESTING AND ENGINEERW6 LA@ORATORY WC.
Subj: Soil Investigation
Proposed House on Bridgeview Avenue
Eagan, Minnesota
#120-2314
Dear Sir:
We have conducted a soil investigation and foundation analysis
for the referenced project. We are transmitting five copies
of our report. This work was done in accordance with your verbal
authorization on October 19, 1977.
This report presents our firidings and recommendations pertaining
to the soil investigation and engineering analysis for the re-
ferenced project.
ltvo soil test borings were made on October 25, 1977. The borings
were put down at the locations shown on the attached sketch.
The surface elevations were referenced to the top of the man-
hole where shown taken as 796.731,(an elevation given on the
site plan furnished to us).
Soil sampling was performed in accordance with ASTM: D 1586-67.
llsing this procedure, a 2" O.D. split barrel sampler,is driven
into the soil by a 140 lb weight falling 30". After an initial
set of 611, the number of blows required to drive the sampler
an additional 12" is known as the penetration resistance or N
value. The N value is an index of the relative density of co-
hesionless so31s and `the consistency of cohesive soils.
As the samples were obtained in the field, they were visually and
manually classified by the crew chief in accordance with ASTM: D
2458-69. Representative portions of all samples were then re-
turned to the laboratory for further examination and for verifica-
tion of the field classification. Logs of the borings indicating
the depth and identification of the various strata, the N value,
water level information and pertinent information regarding the
method of maintaining and advancing the drill holes are attached.
Charts illustrating the soil classification procedure, the descrip-
tive terminology and symbols used on the boring logs are also attached.
OFFICERS:
CHARLES W.9RtTZ1US
president
ROBERT F. iMIiTMAN
executive vice president
NORMAN E. HENNING
vice presiCenF
CLINTONR.EUE
secrelary
JOHNF,GISLASON
treasurer
BRANCW OFEICES:
FARGO, ND.
BISMARGK, NCfSi0U7( FA4LS;;$D
WATERLOO, IA
ROCHE5TER,MN
EAG CLAiRE, WI
LrtGROSSE, WI
MINOT, N6
GRAND FORKS, ND
AS A MUTLAL PROTECTION TO CLIENTS,TPiE PUBLIC AND OURSELVES. ALL REPORTS ARE SUBMITTED AS THE CONFIDENTIAL PROPERTV OF THE CLIENT.
Mr Wes Sankeq
Page 'ltvo
October 27, 1977
t1120-2314
The area of the proposed house has been filled and the present grnund
surface slopes down generally from the southeast to the northwest.
Surface elevations at the two boring locations vary from 796.4' to
799.6'.
It will be noted from the boring logs that the soil profile consists of
fill and or topsoil overlying coarse alluvium. At boring 1, we pene-
trated the coarse alluvium and the boring terminated in a medium dense
silty sand glacial till. A thin layer mf silty clay fine alluvium
was encountered between the topsoil and the underlying coarse alluvium
at boring 2.
The fill consists primarily of cohesive soiis much of which are black
in color indicating some organic content. The coarse alluviwn is a
sand that is loose to dense.
Ground water entered boring 2 and the level and time of recording are
noted on the log. Water levels recorded in pervious soils are generally
considered reliable. The grotimd water level can be expected to fluctuate
both seasonally and yearly.
The proposed house will haae a full basement except for the garage located
at the east end of the house. The basement will be exposed along the
northwest face of the house. The first and basement floors will be at
804.5' and 795.36' respectively. We also understand that a wood founda-
tion will be mtilized for the basement.
Much of the fill is quite ogganic in nature and must be eonsidered moderately
compressible. We do not recommend supporting the foundations on or abo¢e
the existing fill or topsoil. It appears the most feasible foundation
plan wmuld be to excavate the entire building area of all existing fill
and topsoil. In addition the silty clay encountered from 9' to 10'
may be quite soft or become disturbed during the excavation process. If .
this is the case, the silty clay should also be removed. We then recommend
placing a granuiar fill to the proposed floor elevation. This fill should
be compacted in relatively thin lifts to 95% of the standard moisture
density relation for soils ASTM: D 698-70. This fill would be capable of
suppomiing a unit loading of 3000 pounds per square foot with an adequate
factor of safety against shear failure and without resulting in detrimental
settlement. The excavation and compacted fill should sextend beyond the edge
of the footings a distance equal to the depth of compacted fill beneath
the footings. We recommend that the excavation be inspected by a soil
engineer before any new fill is placed to insure that all unsuitable soils
are removed. We also recommend that dansity tests be taken as the fill is ..
placed to determine whether the fill is being compacted to the required density.
From published literature, the all wood foundations are normally designed for
an equivalent fluid pressure of approimmately 30 psf. This design would re-
Mr Wes Sankey
Page Three
October 27, 1977
#12p-2314
quire that the backfill consists of a relatively clean sand. Also, this
sand backfill should extend out from the foundatien wall a distance equal to
the depth of embedment of the wood fouadation wall helow grade.
About 50% of the soil samples will be held at this office for one month
and will then be discarded unless we are notified to hold them for a longer
period of time.
The recomnendations and/or suggestions contained in this report are our
opinions based on data which are asswned to be repreaentative of the site
explored; but because the area of the borings in relation to the entire
area is very small, and for other reasons, we do not warrant conditions
below the depths of our borings, or that the strata logged from our
borings are necessarily typical of the entire site.
Very truly yours
Wilfred A Wahl, P.E. 0 Foamay ady$ify tpat this plan,
dyeElfieaSiaa. or tpar't vae DrePered
WAW:am IW d or yndar p Q12'ect enper+ioian
Encs we taat Im & Quly gegietsreG PPo-
tmmlomI lbiineer uadar tLe laMs oS
tAo SErta oi ltinaeeotR.
¦ zym A. reaL
Date En. 6989
...
LOG OF TEST BORING
JOB NO. 120-2314 VERTICAL SCALE 11, - 3 1 BOfiMG NO. 1
PROJECT PROPOSED HOUSE ON BRIDGEVIEW AVENUE - EAGAN MINNESOTA
DE7TH DESCRIPTION OF MATERIAL SAMPLE LABORATORV TESTS
IN
FEET 799_6,
FSURFACEELEVATION GEOLOGIC
ORIGIN
N
WL
NO.
TYPE
W
D
Ou
P1
FILL, mixture of CLAYEY SAND
and SILTY SAND, a trace of gravel, FILL
4
1
SS
1, Erown
FILL, mostly ORGANIC SILTY CLAY, 2 SS
2h black
FILL, mostly ORGANIC CLAYEY SILT, 7 3 SS
a trace of gravel, black
(OL)(May be Fill)
411
FILL, mixture of SILTY SAND and SANq, -
a little SILTY CLAY and gravel, 7 4 SS
brown and a little black ?
6h
SAND, fine grained, a trace of
gravel, light brown, moist, loose to COARSE
medium dense, a lenseFof silt at ALLWIUM 7 5 SS
about 10' (SP)
.d 6 SS
i0 7 SS
14
ILTY SAND, a little gravel, brown,
et, medi? dense (SM) TILL
32' 8 SS
16'
1
End of Boring
WA TER LEVEL M EASUREMEN TS STAaT lO-2S-77 COMGLETE 10-25-77
DATE TIME SAMPLE DEPTHD DEPTH CAVE-IN
EPTM
BAILEO OEFTHS
WATER
LEVEL
METHOD ??A 01 ? S4h' 1@ lO: ZO
10-25 10:20 161?i ' 14h ' 16' 10 one
10-25 10 - 30 8 1o
,o
lo CREW CMIEF
SE-1(77-8).3 ..?....,.....?....?mx ?a?nciarwrava???? ??................
mntns+v
' . LOG OF TEST BORING
Joe No. 120-2314 VERTICAL SCALE 111 - 3' BORM(i NO 2
PROJECT PROPOSED HOUSE ON BRIDGEVIEW EN
DEPTH DESCRIPTION pF MATEFIAL SAMPLE LA60RATORVTE5T5
FEET
?SURFACEELEVATION 796-;4' GEOLOGIC
OAIGIN
N
wl
NO.
TVPE
W
D
?'L'
P.L.
Ou
FILL, mixture of SAND and SILTY
SAND, brown FILL
4-
1
SS
2
FILL, mixture of SILTY CLAY,
CLAYEY SILT and SANDY CLAY, a trace 9- 2 SS
of gravel, black and brown
Cr- 3 SS
6
LEAN CLAY, black, mediwn
(CL) TOPSOIL
5- 4 SS
9 5 3T
SILTY CLAY, gray, mediwn (CL) FINE
lQ ALLWIUM
SAND, medium to fine grained, a 9' 6 SS
little gravel, brown, moist, (See N1) COARSE
il; I
M
1 ALLW
U
SAND, fine grained, brown, moist
to 121?' then waterbearing, mediim -
dense to dense 9- 7 SS
Z 8 SS
16
End of Boring
#1-medium dense (SP-SM)
WA TEN LEVEL M EASUREMEN TS START 10-25-77 COMVLErE10-25-77
DATE TIME SAMKE DEPTMO DCAS EPITM DEVViH BAILEDDEPTMS WEyER METNOD ?a ?A 0' - 14?? ?J ZZ:ZO
- 1: 0 141 2 13'
,0 12 '
10-25 11:20 16' 14 ' 14' 13t
„
10-25 11:30 16' N
one to one
to CREW CHIEF Mishler
.?Fww
mrCw?LL.vc? S0RC/IYLLJMOYY1 I oT r.............
SE-3 (77-8).3 czx?
.. i? ..?..? ' .?.?1 ? ? ...?. Y . . . . r .. ... ? .. i.. ' .. . ... . . " .
GENERAL NOTES
DRILLIN6 & SAMPLING SYMBOLS LABORATORY TEST SYMBOLS
•YMBOL DEFINITION iYMBOL DEFINITION
C.S. Continuous $emplin8 W Moisture oontent - percent of dry weight
P.D. 2-3/8" Pipe Drili D Dry densiry-pounds par cubic foot
C.O. Clearqut Tube LL, PL Liquid end plestie limits determined in
31A MSf+ 3ff" I.D. Mollaw Stem Auper acrnrdence with ASTM D 423 end D 424
4 FA 4" Dismeter Flight Atqar pu Uneonfined Canpressiva 6tranpth-pounds per
8 FA 8" Diemetar Flight Auger square foot in accadance wiM ASTM D2166-66
2% C 2S5" Casirg
4C I•• Ces;rre Additionel insertiais in Qu column
D.M. Drilling Mud
J. w. ,?se ware. Pa ronevwoer reedingcw,sisqunre foot
H. A. Mend Aupar Ts Torvena reading-tons/square foot
N%C Sfze NX Gsing G Specific grevity - ASTM D 854-56
BXC Size 81( Cesing SL SArinkepe limit - ASTM D 427$1
AXC Size A% Casing PH Hydrogen ion eontent-meter method
SS 2" O.D. Split Spoon Semple 0 Organic conteM-combustion metlrod
2T 2" Thin Wall Tube Semple M•A•* Grain size anelysis
3T 3" Thin Wall Tube Sample C. One dimensianal consolidetim
Oe• Triaxiel conpre6sion
•See atteehed date eheet erd/a gaph
waTER LEVEL
snxeo? -?
Water levels shown m the baring logs ere the levels maesured in the baings M the time
and under Uhe eanditions indiceted. In sand, the indieeted levels een be eorisidared
relia6le grourd weter levels. In clay soil, it is not possible to determine tha grpurW
wetar level within the nomnal gcope of a test 6oring investigatim, except where lenses
Q I8y@f5 Of IIlOf6 pBNlOll6 W8L@/bB8f1I1B SOiI BfB prBSBfIt 811d ihBfl B IOf18 pBflOd Ot L1111@
meY he moessery to reaeh equiliWium. Therefore, the position of the water lewl symbol
for cohesive or mixed texWre eolis rrey not irdieete tM true level of the pround weter
teble. TM avaitable weter IeMel informetim i6 given et the bottom of the log sheet.
DESCRIPTIVE TERMINOLOGT '
oQUSITr causisracr
TERM •'N'• VALUE T61AA ••N" VALUE
Very IoOBe 0-4 Soh 0-4
Loose 6-8 Mediun
Mediian pense 9-15 Aether Stiff 9-15
Uense 7630 Stiff - 16•30
Very Derce Over 30 Very Stiff Over 30
Standerd "N" Peretration: Blows per foot of e 140 pound hemmer falling 30 indres on a 2 inch OD split spoon.
RELATIVE PROPORTIONS
TERM RANGE
Treoe 0-6%
A Little 5-116%
Some 16-30%
With 30-5096
PARTId.E SIZES
Bo+kle8 Over 3"
Grovel
Coame W•.3•• ,
Fire . p4-lf••
SeM
Coome pH110
Madium 010440
Fire #qp.p200
Sik and CIaY DeDermined by pleeticity
Cheractazietics
Note: Sieve sizec ehown ara U.S. 8lsnderd
SEi17DA1
CLASSIFICATION OF SOILS FOR ENGINEERING PURPOSES
ASTM Designation: D 2487 - 69 AND D 2488 - 69
(Unified Soil Classification System)
Maja divisions
N
I
?
.O
m
I
m N m
? W
?s2
m ?° c
m
q ?? «
$ z
c?
A c
? g
v
V
Z
N
? N C
$ ? «
m 3
O N
? c
f?
N
N
m
i.
m ?
°o
a
s m E
? f%l 9
•
.N ?
q p J
?
i
c
?
?
g
P a m
. ?
LL ? .
(l .m
m
9 y
?
w=
a
?
TU?
C-
?
-"
ribol s
Typical nsnes
Clasaification aitxia
Well-greded gravels and
w Cu= R6 0greaterthan4;
Dio
GW gravel-ssnd mixtures, little o y
(D30f
or no fines m'? beMeen 1 and 3
CZ=
o N DioxDeo
?-
Poorly greded gravels end !? '?
GP gravel-sand miMures, little •m Not maetin0 both aiteria for GW
or no fines
U Atterberg limits below
GM Silty gravels, grevel-sand-
siltmixtures i
?-
S? c7 m= "A" line or P.I. less qtterberg limits plot-
?; :j o S than4 ting in hatched area
c9 c7 m. are 6orderline clessifi-
„
?. '. Atterberg limits abnve cations requiring use
GC Cleyey gravels, grevel- ° ••A" line with P.1. af dual symbols
send-clay mizNres $,,. greater than 7
o . . -
Wallqaded sands and gre- N
0 ? m•
C? = O6o greater than 6;
SW velly sends, little or no 2
?' 2
1D701
fines o
g C..
ygM.?n 7 end 3
=
fr $
? OtoxD60
Poorly gradedeandsand ti
? Z Z °
?
SP grevelly sends, little or no ?« ??,
? Not meeting both criterie for SW
fines q Z
U M
Fi a
?
? Atterberg limits halow
SM Silty sands, sand-silt mix-
?
? ••A•• line or P.I. less Atterberg I i m i ts plot-
r than4 ting in hatehedaree
u?i m Q are 6orderline cl9ssifi-
?
i[f
J C8LI005 rBQUIf108 1158
SC I Cleyey sends, sand-clay
mixtures
Inorpanic cilts, very fine
ML sands, rodc ilwr, gilty or 60
clayey fine sands
Inorgenic clays of low m so
Cl mediun plasticity, gravelly
clays, sandy cleys, silty
clays, Igan clay,s
x 40
Organic silts and orpanic ?
OL silty clays of low plasticity '-
? 30
Inorg9nic silts, micaceous ?
MH or diatanaceous fine sends a
or silts, elastie silts 20
I InorgeniC Cleys of high
LH plasticity, fat clays
I Orgen{e elays of madiun to
OH high plasticity
? I P88t. IMIC{C 811d OLh8f hIgIlY
Olg9niC SO116
Atter6arg limits a6ove of dual symbols
•.A•• line with P.I.
greeter than 7
Plesticiq Chert
For elassification of fine-greined
soils and fine frection of coarse-
grained soile.
Atterberg Limits plotting in
Aatched area are borderline CH
classifications requiring use of
dual symbols.
Equetion of A-line:
PI =0.73 ILL -201
?? c@ OH an d MH
;P
CL
C
_? L-ML
- Ml e nd OL
/
?Q
7
4
?0 10 20 30 40 50 60 70 80 80 100 I
Liquid Limit
•Wsed m the mstsriel pessirg the 3 in. (78 mm) sieve.
?_. .....,
soMexaoAadon
. . ?..
3
.7 4,' ?
,
3
I
1
?
?
?
Ii
BRlo&wulsw Ad rNu6 ?
B?Sb' ?
???tiAt?FIaLE GotFE'?L
A'[' 1Nr'Se5?u7otJ oF
ftDbBoIEw'mFJeRC€+ ANA
SPv&irwW po€tJuE
SOIL TEST BpRINW JOB N0.'olP--a 3/ 4 SCALE:/ c.3a ? DNAWN BYQI---r CNECKED BY w.w
sE•ls (73a)
BL h, _ CITY USE ONLY RECEIPT #:
SUBD. RECEIPT DATE: 1101151? -7
i
1997 PLUM$INfi P£ftMIT (it£SID£RTIAL)
crrY oe E,tsAN
S$SO PILOT KAO$ RD
gfkfiAP, MP 5518E
(612) 6$1-4675
Please complete for: ? single family dwellings
? townhomes and condos when permits are required for each unit
? backflow preventer for underground sprinklersystem
FIXTURES
Shower
Water Closet
Bath Tub
Lavatory
Kitchen Sink
Laundry Tray
HotTublSpa
Water Heater
Floor Drain
Gas Piping Outlet ' minimum - 7
Rough Openings
Water Softener `for dwellings under construction
VVatel' Sohener ' Tor ezistino dwellina
U.G. Sprinklet " for dwelling under const.
U.G. Sprinkler * for existing dwelling
Alterations ' to existing residence
Water Turn Around
Private Disposal System • Dak Cry iic.
(new and refurbished systems)
Private Disposal Systems'Abandonment
EACH # TOTAL
3.00 x =
3.00 x =
3.00 x =
3.00 x =
3.00 x =
3.00 x =
3.00 x =
3.00 x =
3.00 x =
3.00 x =
1.50 x =
5.00 x =
"LU.IN X =
3.00 =
20.00 =
20.00 = Q??
20.00 =
75.00
20.00
STATE SURCHARGE .50
TOTAL 1?r 516
---- --- ----- -
_-------------•----- -----------------------------....---•----- •...---------------------------------•.•--••-•-
I hereby acknowledge that I have read this appliplion, state that the informatlon is correct, arM agree to comply with all applicable City of Eagan ordinances.
tt is the appliwnt's responsibiliry to notiry the property ownar that the City of Eagan assumes no Iiability tor any damages caused by lhe City during fts
nortnal operational and maintenance adivRies to the facildies construded under this pertnit within City propertylrightof-way/easement.
SITE ADDRESS: / c(tr U`V- a-) A-J`2 ?-
OWNER NAME: P'
INSTALLERNAME: 0<<c.I? ??s 6_??w?[o,'un TELEPHONE#:
STREETADDRESS: -7676
ciTV: Ca jqa?Je_ (J-e,dLe
STATE: ZIP:
S?
SIG TURE O?F?PyERMITT ID-/,77" f"?G7 ??
CD/FORMS/PLBG PERMIT (RESIDENT??97 i7 ?? ?O 7 ? ?!/ /?? ? ` /
???
CITY U5E ONLY
LOT ? BL /7/ - AECE7PT #:
SUBD.?? J)? 9,&L4? RECEIPT DATE: 1011019 ''f
1997 MECHANICAL PERMIT (RESIDENTIAL)
CITY OF EAGAN
3830 PILOT KNOB RD
EAGAN MN 55122
(612)681-4675
Date: O T
Complete this section oniv if vou are installing HVAC in sinEle familv, townhome, or condos that are
under construction and are not owner /occupied.
• HVAC: 0-100 M B T U. $ 24.00
ADDITIONAL 50 M BTU 6.00
• Gas outlets ( murimum of one required @$3.00 ea.)
• State Surchazge: .50
• TOTAL:
Complete this section only if you are remodeling, addins! to, or repairine exisHne sinele familv
dwellings, townhomes, or condos.
? Add-on furnace _ Add on air conditioning
_ Add-on air exchanger, i.e. Vanee system, etc. _ Other
Minimum fee applies to all remodel or add-ons of existing residences $ 20.00
State Surchazge 50
Total: 20.50
SITE ADDRESS:
OWNER NAME:
INSTALLER NAME:
STREET ADDRESS:
CITY:
PHONE#: fe0l 78
PxorrE a: ??YDDD?
? 7-23-1
1<3,t4
_ STA : A4 _ ZIP: 576
SIG ANRE OF PERMITTEE
RECORD OF COMPL9INT
DATE: )
COMPLAZNT TAKEN BY:
NAME: SC c}-/- f,P f Er sn ?
ADDRESS: 6' ?`J 13 --------
PHONE N0. s 3% - -- -- -
COMPLAINT: f; o,
------ ---- ---
ACTION TAKEN:
------ ?--
tn
-------
x4F
f .
CONASENTS:..?--- ---
TYPE OF BUILDINGe ?----
S ?
--------?"?--
----- --
LEGAL DESCRIPTION:
/,'ek. .-??41---'----- ..-------..
?
--- ------
SIGNED•
C?' -- ---_ - - - - .
- - -- - - 'L '/ 7 __
CITY OF EAGAN WATER SERVICE PERMIT
3795 Pilot Knob Road PERMIT NO.: -
Eagan, MN 55122 DATE: --_----
Zoning: No. of Units:
Ox•ner: -? - -- -
Address:
$ite Address:
Plumber: -
Meter No.: Connection Charge:
Size: Account Deposit: _
Reoder No.: Permit Fee:
1 agree to eomplr with the Ciry of Eagon Surcharge:
Ordinonees. Misc. Charges: -
Total:
gy Date Paid:
Dote of I nsp.: I nsp.:
CITY OP EAGAN
3795 Pilot Knab Road
Eotjon, ?MN 55122
Zcning: -
Owner.
Address:
Site Address:
Plumber: -
I egree to comply with the City of Eegan
Ordinances.
BY - -
Date of I nsp.: _-
Ir,sp.: --- - -
SEWER SERVICE PERMIT
PERMIT NO.:
DATE:
No. of Units:
Connection Charge:
Account Deposit: _
Permit Fee:
Surcharge: -
Misc. Charges: -
Totol:
Date Poid: _
• CITY OF EAGAN
3795 Pilot Knob Road Eogcn, MN 55122 N2 4559
? PHONE: 454-8100
BUILDING PERMIT ReceiPr #
To be used for Date , 19
Site Address --_-_- Erect ] Occuponcy _-
Lot -___ Block Sec%Sub. -_ _.._ Alter E] Zoning
Porcei # Repair ? Fire Zone
E
la
e ? e of Const
T
n
rg .
yp
Nome Move Q TM SYories
W
Z
o Address
- -- ---- Demolish ? Front it.
Grade ? Depth ft.
Cit Phone
ly Approvals Fees
p Name _
?
?Q Address
?
? ?:...
Nome
Address -
177.2i b5
1 hereby ocknowledge that I have read this opplication ond state that
the informotian is correct ond ogree to comply with a!I app;icable
State of Minnesota 5tot.i:<s ond City of Eagan Crdinances.
Assessment _-
Water & Sew.
Police
Fire
Eng.
Planner
Council
B;dg. Off.
APC
Psrmit _
Surcharge
Plan check
$AC -
Woter Conn.
Woter Mster _
Total
5ignoture of Permittee I
A Building Permit is issued to: -?on the express condition thaY
all work shall be dona in occordonce with all applicable State of Minn=soto Stotutes ond City of EoSan Ordinanc=_s.
Building Official
Po.mif # Do?e Issued PormIfYN
Plumbing ia_?
Mechonical / s y<,1?'' /INSPECTIONS ! DATE ? INSP. Rouqh-tn Final
Footin95 // ,?->-) 1 (?.,,L,?-,y-,f?•. , Date I Insp. Date J Insp.
ins.
Remarks:
Mechanica I
4-zs= 7f'
? • CITY OF EAGAN
3795 Pilot Knob Rood
' Eagan, Minnesofu 55122
Phone: 454-8100
Dote:
$ite Address:
PERMIT
.. . _ •? " ? .
No.
Receipt No.:
Single I
Residentiol
Multi Res., Comm./Ind. I
Lot Block _ Sub/Sec. _
Name :.ankev
?
3 Address
O
City Phone:
Nome
?
?
? Address
e
0
U
City _ Phone:
This Permit is issued on the express condition thot all work sholl be
Minnesota Stotutes ond City of Eogan Ordinonces.
?
New/Alter./Repnir
Cost of Installation _
,.
Permit Fee
Surcharge
Tota I
done in accordance with nll applicable State of
Suilding Official
I , • ? °
Dnte:
5ite Address
Lot -_
. CITY OF EAGAN
? 3795 Pilot Knob Road
` Eagan, Minnesolo 55122
Phone: 454-8100
_ PERMIT
Block _
SubiSec. _
N o.
Receipt No.:
Single I
Residentiol
Multi Res., Comm.flnd
Name New/Alter./Repair. .
; Address Cost of Installation _
O
City Phone: Permit Fee
Name _ Surchorge
`o
t
a Address _
e
0
u
City Phone: Total
This Permit is issued on the express condition that oll work shoil be done in accordonce with all applicable Stote of
Minnesota Statutes ond City of Eagan Ordinances.
:. ? Building Officiol
INSPECTION RECORD
CITY OF EAGAN PERMIT TYPE:
3830 Pilot Knob Road Permit Number:
Eagan, Minnesota 55122-1897 Date Issued:
(612) 681-4675
SITE ADDRESS: APPLICANT:
PERMIT SUBTYPE: TYPE OF WORK:
4.,
.i?tw?r?,? ?
INSPECTION . . .
?? ?
Parmit No. Permit Holder Date 7etephone #
ELECTRIC
PLUMBING
HVAC
Inspecfion Date Insp. Comments
F IGS
FOUND
FRAMING 7 AAR
ROOFING
ROUGH
PLUMBING
PLBG
AIR TEST
ROUGH
HEATING
GAS SVC
'iEST
INSUL
GYP BOARD
FIREPLACE
FIREPLACE
AIR TEST
FINAL PIBG
FINAL HTG
ORSAT
TEST `
BLDG FINAL q
SSMT R.I.
AkR 1 T?fLtr 5, D _
ESSMT FINAL
DECK FTG
DECK FINAL
1%
CITY OF EAGAN Remarks
Addition Valley View Plat 1 Lot 7 B1k 4 Parcel 10 81400 070 04
Owner Street_1477 Bridgeview _Ave. State ?-'aga_ MN 55121
Improvement Date Amount Annual Years Payment Receipt Date
STREET SURF.
STREET RESTOR. PgVirig 1962 $735.00 $73.50 10 PAID
GRADING
tAOSAN SEW TRUNK 1968 $100.00 $3.33 30
SEWER LATERAL 1970 ZO
WATERMAIN
* %NATERLATERAL 1970 $2510.00 125.50 20 144
$7
0?
546
1678
- -
* WATER AREA I.97O ZO ? .
STORM SEW TRK
STORM SEW LAT
CURB & GUTTER
SIDEWALK
STREET LIGHT
WATERCONN. 230.00 7967 11-1-77
BUILDING PER. # r
SAC _77
PARK
PERMIT
City of Eagan Permit Type:Building
Permit Number:EA139071
Date Issued:10/06/2016
Permit Category:ePermit
Site Address: 1477 Bridgeview Ave
Lot:7 Block: 4 Addition: Valley View Plateau
PID:10-81400-04-070
Use:
Description:
Sub Type:Reroof
Work Type:Replace
Description:Includes Skylight
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 -
Paul D Houdek
1477 Bridgeview Ave
Eagan MN 55121
Applicant/Permitee: Signature Issued By: Signature
PERMIT
City of Eagan Permit Type:Mechanical
Permit Number:EA153696
Date Issued:01/15/2019
Permit Category:ePermit
Site Address: 1477 Bridgeview Ave
Lot:7 Block: 4 Addition: Valley View Plateau
PID:10-81400-04-070
Use:
Description:
Sub Type:Residential
Work Type:Replace
Description:Furnace
Comments:Questions regarding electrical permit requirements should be directed to State Electrical Inspector, Mark Anderson at (952)
445-2840.
Please call Building Inspections at (651) 675-5675 to schedule a final inspection.
Fee Summary:ME - Permit Fee (Replacements)$59.00 0801.4088
Surcharge-Fixed $1.00 9001.2195
$60.00 Total:
I hereby acknowledge that I have read this application and state that the information is correct and agree to comply with all applicable State
of Minnesota Statutes and City of Eagan Ordinances.
Contractor:Owner:- Applicant -
Paul D Houdek
535 3rd Ave W
Shakopee MN 55379
(651) 775-7105
Heating & Cooling Consultants Llc
46001 Hardeggers Ln
Cleveland MN 56017
(952) 461-5100
Applicant/Permitee: Signature Issued By: Signature
PERMIT
City of Eagan Permit Type:Mechanical
Permit Number:EA156096
Date Issued:06/17/2019
Permit Category:ePermit
Site Address: 1477 Bridgeview Ave
Lot:7 Block: 4 Addition: Valley View Plateau
PID:10-81400-04-070
Use:
Description:
Sub Type:Residential
Work Type:Replace
Description:Furnace & Air Conditioner
Comments:Questions regarding electrical permit requirements should be directed to State Electrical Inspector, Mark Anderson at (952)
445-2840.
Please call Building Inspections at (651) 675-5675 to schedule a final inspection.
Fee Summary:ME - Permit Fee (Replacements)$59.00 0801.4088
Surcharge-Fixed $1.00 9001.2195
$60.00 Total:
I hereby acknowledge that I have read this application and state that the information is correct and agree to comply with all applicable State
of Minnesota Statutes and City of Eagan Ordinances.
Contractor:Owner:- Applicant -
Debra Nagy
1477 Bridgeview Ave
Eagan MN 55121
(480) 374-0777
Blue Ox Heating & Air Llc
5720 International Pkwy
New Hope MN 55428
(612) 238-9709
Applicant/Permitee: Signature Issued By: Signature