3565 Pilot Knob RdINSPECTION RECORD
CITY OF EAGAN PERMIT TYPE:
,?8'?0 P,ot Knob Road Permit Number:
Eagan, Minnesota 55122-1897 Date Issued:
(612) 681-4675
SITE ADDRESS: I,DT= t
'. 'F' I l.+ ?'f' Kl1O8 RD
6 kF',' 1 . ! •ie '{'tllf?':
PERMIT SUBTYPE:
:,r,Ea :i y r;::
BLOCK APPLICANT:
i? . , !.!, I l.l; I ?a?' ?'?•M':'ft
, -
? t E, l43 11 0 115 11
HuxL.D rtaG
r•+zah52
l0/04/Q6
TYPE OF WORK: wrw
I I.., t. tt 1 1,-1+ f'RErIgION TUNC
INSPECTION .. . DA
r F:%:MitAlt; NG,
kf9,GN IM P1.3":
1r!+tl?:t? ft3 t,1?•; }'1N1L FlAW,
}' I NA t, IM' F[ NAI,
RFiMAR2CSt S&ir! pLU14gER - I3AKC)TJi F`L11Ci .
SEPAFiATG PERIiIVS REQiiIkF,li t'Ot2 EI,wt'TKIC1Al.. HSCHA,Ni['A1.. ryA i'LlIF4ktIHC: Nt)IiY.
/4/, G• Z j?-
Permit No. Pertnit Holder Date Telephone M
? ELrCTRIC
a ? p ? ?, ?•
q, k'LUMBING i A/O 9(P j{i
? Hv,ac
inapsction Date Insp. mments
FOOTINGS
G' ?C
? FOUND
? FRAMING
i2-?f-RL
/tirQ
? ROOFING
PLOUMBING
Z2X
INSUL
GYPBOARD
FIREPLACE
FINAL PLBG
FINAL HTG
ORSAT
TEST
BLDG FINAL
BSMT R.I.
BSMT FINAL
96CILF*fa
DECK FINAL
31_,1
,-
?yY?
_ i ??? • - PREC1S10N TIJNE •?
Wertificate vf cccuvauc?
"4 oq Cfagan
2ev"Iaeat af lamdLiatg ?xivectiox
4
This Certi,ficate issued pursuant to the requireraents of the Uniform Building Code
certifying tfeat at the tinte of issuance thrs structure was in compliance weth the various
orrfenances of the City negulating building construction or use. For the foltowing:
Use Ctusifintioa: COM!!/ 1ND Bldg. Permit No. 28652
O-P-y T,z S-3/11 za,ioanisuxc PD 7yPeConst. II-N
OwnerofBuiimng DEAN JdHNSON Addren 6321 BURY DR., ED$N PRA1RlE MN
8,,;? Ad&,,, 3565 PILOT KNOB RD L.Wrty L1. B1, PREC1S10N TUNE
?-?---? ? ?- ?z,4 uaW.
eui" omcw
iL ;? '/, ' `7 7 J
POST IN A CONSPFCUOl1S PLACE
322- 628 ?
?? ?
OFFICE ? U??LV This rryoest vEid 18 monMs from.olidatlon dab prin ? isbox.
94
?
PLEASE PRINT OR TYPE
Req t Oo
'? Ro?gh-in inspetlion req?ired2 ? Y<s
h
h
d InspMion O?herThan Rough-In: eady Now Q WIII Call
D
t
R
d
en reo
e Inspector w
yj
(You mvst call I a
e
ea
y:
I icensed mnfmdor ? owner hereby request inspedion af ihe above eledrical work a}:
lob IrblPtiti or RoNe No.) Gp
?-- Zip Code
Sedion No. TownsNp Name or No. Range No. Firo No . Counry _
VjC%!
pccvpom Phone No.
eL - ,'7)rj a.r Q--
PowerSo
W pllar
E Pddress
EI riml o r(Com nr Nom ?
?
? C pt na Limme No.
?
&M Mamr Lic. No. (PIaM HM. Only)
? , d
Mailirg Aildrees IConha J(?ar Owna PeAoiming Inswllotion)
? • Ol'e j L
() ! "" V
AvThanzed igmNre?Conha rarOwnrPeormiiglnsravfian)
!? ? Q/:
? 7? PhoneNa.?`
K ?
EB-OWfXA-10 6/95 ' I( 5fA7EBOAFD COPV-SEEIN5fXUCfIONSONBACKOFYELLOWCOPY
IIII I III II I I 1e II I I? II I I I I? I? ?? g21QUn'N sity Ave., Rm. S?-1 BA?I PaulP, MNTSSO704 ???
0 3 2 2 6 2 8 9 P,,rzr?e c?t2> 642-0800 4 a 9?p
e Duplex Apt. Bldg. Olher: ew Addn
Commercial Industrial Farm Remod Re air
Air Cond. Htg. Equip. Woter H}r. Lo d Mgmt. Other.
D er Ran e Elea Heot em . Service
'X' above the work cavered by fhis request. Enfer remari:s in this space and on the back of the whife copy only.
? z5D 71-v? ?
Colculate Inspecfion Fee - 7his Inspection Request will nof be accepted wifhouF the comect fee:
Olher Fce S Service Entrance Size Fee # Cira1ils/Feeders Fee
Mobile Home Pork Stall 0 to 200 Amps /
1 0 fo 100 Amps
Street lf911raffic Sig. Above 200 s 2??ye 100 Amps
Transformer/Genemror INSPECTOP'SU oNLV ? TOTAL
.?
$ign/Oufline L}g. X{mr.
?
Alorm/Remote Control ? .
Swimming Pool
I hem ce Mat I ine t immllafan descnbed hercin on the doros smfed
Irtigation Boom Rough-In -- Doh
$peciallnspedian
Imesfigative Fee Finol / Dme •? ?
THIS INSTALLATION MAV BE ORDER "IF'NOT COMPIETED WITHIN 18 MO T S.
3 2 2- 6 31 3 ??C€ USE O LV ihis request vmd 78 months (mm volidalion dme pdnred in this bm.
?
PLEASE PRINT OR TYPE
Reqmsi Cak Raogh-in lmpectian reqvired2 ? Na InspMion Olher Than Rough-In: ? Ready Now ill Call
?'/oo mm? call Ihe inspenor en reudyJ OoM 2eady:
I licensed coniracfor ? awner hereby requesf inspedion of Ihe abave eletlrical work af:
Job Address (Sheet, Bax, ar R te
No.) Ciry Lp Code
1
?^
I
6 ?IwN`
?y ? I
?
l 1 ?
Sedion Na. Township Name or Na. Range No. Firc No. Covnry
ny?
Orcupo Phone No.
?
W e ?,y r? nr
Poxx
r
Supplier Address
'
,p?_
n
v?..5 Y
Eleclnml Con r(Compony Nnme Commeor licenu Na. Maskr Lic No. (Plam EIecL Only)
a C G `l
Mailin /ddmes (Conlmtloror Oxner Pehormi Insb`lla^tion?
Aulhodxed Signabre ( Mmebr or Owner Pee(ormirg Inslallofion) Phone No.
4 0133
E5-001SO1h10 6/95 " I - STATEBOAIiDCOPY•SEEINSTNUCTIONSONBACKOFYELLOWCOPY
IIII IIII I? I IIII II I II I IIIII II I?II?I II REQUEST fOR ELECTRICAL INSPECTION O? :;
Minnesota State Board of ElecVicity
* D 3 22 6 3 1 3 * ?2umv?e?s?2 v0e? ?•Pe, st, P I, MN 55104
W5fY
Home Duplez Apt. Bidg. Other: ew Addn
merciol Industrial Farm Remod Re ir
Air Cond. Hfg. Equip. Woter Htr. Load Mgmt. Other:
D er Ron e Elec. Heaf Tem .$ervice
above f6e work covered by this reqvesl. Enter remarks in Ihis space and on the ba<k of the white copy only.
Cakulole Inspection Fee - This Inspecfion Request will not be accepted wifhoW fhe correct fee:
OlFier Fee # Service Entrance $ae Fee # Circuih/Feeders fee
Mobile Home Park Stall 0 to 200 Amps 0 to 100 Amps
Sheef Lfg./rraf(ic Sig. Above 200 Amps A6ove 1 Amps
Transiormer/Generalor INSPECTOP'SUSEONLV ljrOTAL
^
Sign/OuflineLtg.Xfmr. ?
'?7?
Alarm/Remofe Conirol L
Swimming Pool I hem mni! Ma i im Med Ma descnbed harein on *e dares spied
IQM?afion
Irti9otiOn BOOm Rovgh.ln Dote
Special Inspection
Invas}igative Fee nw?
421
THIS INSTALLATION MAY 8E OR DE D DISCONN CTE F NOT COMPLETED WITHI 18 MONT S.
6 9r-?z
,? 50,50
005 COMMERCIAL CHAIVICAL PERMIT APPLICATION CI? • K-o ?2 Z-
,. City Of Eagan
3830 Pilot Knob Road, Eagan MN 55122
Telephone # 651-675-5675
Please complete for. commercial/industris] buildings
mul6-£amily buildings when sepazate permits are not required for each dwelling unit
Date
5ite Street Address Unit #
Tenant Name (ifapplicable) Previous Tenant Name
Property Owner Telep6one #
Contractor
Street Address PL ) City
State
MN Zi
? Tele
hone# (7C/J) AT?OF
p
-- p
Bond #: Expires:
The Applicant is _ Owner Contractor _ Other
Work Type
New Construction _ Underground Tank _ Install _Remove ""see below
Interior Improvement Install Piping _Processed Gas J? ?/? ?
.
?
1
°
Y?
Nature of Work
: o
?/ . Am mXr,?P ??t .IrI?G7?Q._Q_ I7a?!
S
,
"When instaqing/removing underground fank, call for inspection by Fire Marshal and Plumbing lnspecfor
a nde,r round!ank instal_ ' moval
Permit Fees: s70.5
: .50'M, n'unum (includes Stare Surcharge)
Contract Value $ ? x 1% _ $ Permit Fee
• If permit fee is $1,000 or less, add $.50 => $ State Surchazge
If pe rmit fee is over $1,000, add $.50 for
D
every $1,000 ep rmit fee $ u Total Fee
I hereby apply For a Commercial Mechanical 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 with the Mechanical Codes; that I understand this is
not a permit, but only an application for a permit, and work is not to start without a permit; that the work will be in accordance with
the pproved plan in the case of work which requires a review and approval olans.
?Cc r ) t ?U0 r5? /1 k" 5??(
Applicant's Printed Name ApplicanYs Signature
-
Approved By: , Inspector Date:
f?l?; iwNr 2
5 2005 !,?I
CITY OF EAGAN
3830 Pilot Knob Road
Eagan, Minnesota 55122-1897
(612) 681-4675
SITE ADDRESS:
PERMIT
3565 PILOT
LOT: 1 BLOCK:
PRECISION TIINE
VALUATION
I
DESCRIPTION:
PRECISION
Bu'ildin`g_Permit Type
Building Work Type
?USG OccupanCy,,_
'Construction Type
Zoning
BUilding Lenqth i
Building Width
SquareFeet '
?----
'` Census Cade
<.' .
._ x
C?
REMARKS:
5&W PLUMBER = DAKOTA PLBG.
SEPARATE PERHITS REQUIRED FOR ELECTRICAL, MECHANICAL, OR PLUMBING WORK
FEE SUMMARY:
Base Fee
Plan Review
3urcharge
SAC
SAC %
SAC Units
Subtotal
$1,687.25
$1.096.71
$130.00
$2,700.00
100
3
$5,613.96
PERMIT TYPE:
Permit Number:
Date Issued:
KNOB RD
1
TuxE
COMM./IND.
NEW
S-3/H
II-N
PD
48
60
2,880
322 SERVICE STATION
$260,000
CK &h1,)l ?
Ip."Z-cl ('
BIIILDING
028652
10/04/96
CITY SAC
S/W PERMIT
S/W SURCHARGE
TREATMENT PLANT
ROAD UNIT
PARK DEDICATION
TRAIL DEDICATION
Total Eee
CONTRACTOR: - Applicant -
E C I BUILDING CONTR 24520555
1771 YANKEE DOODLE RD
EAGAN MN 55121
(612) 452-0555
$9,966.01
OWNER:
JOHNSON
6321 BURY
EDEN PRAIRIE
(612)934-4834
DEAN
DR 4
MN 55346
I hereby acknowledge that I have read this application and state that the
information is correet and agree to comply with all applicpble ?State nf Mn.
Statutes and City of Eagan Ordinanees.
L
Z
- r
'
AF LI ? ANT/ G-TIS ?Wlfl
D : I NATU E
$300.00
$100.00
$.50
$1,188.00
$743.33
$1,562.00
5458.22
J
CITY OF EAGAN p? / O
9996 BUlLDlNG PERMIT APPLICATION (COMMERCIAL) ? / ?' ?
681-4675
The following are required with Ilappropriate certification for all now construction:
. 2 each: architectural pfans; mech. & eiec. plans; fire sprinkler plans; structural plans; site plans: landscaping plans; greding/drainagelerosion contrm
plarr, utility Plan I
. t each: set of specificztions; set of energy calculations; electrical power 8 lighting fortn; Special Inspections 8 Testing Schedula
? Letter fmm MCM1S (phone 0222-8423) indicating SAC determination
? Code anaysis indicating: Codes used; occupancy Gassfiwtions; setbacks; maximum allowable area as per Building and City Codes along with sq.
ft. per floor; type of construdion (synopsis of construction components) 8 any occupancy or area separation walis;
occupancy loads; exit synopsis with a diagram indicating exiting loads from each mom or area, travel paths & all rated
, conidors; plumbing fixtures; and parking.
DATE:
DESCRIPTION OF
CONSTRUCTION
SITE ADDRESS: "
LOT / BLOCK
WORK TYPE: L NEW _ REMODEL
o6oac) dc) TENANT NAME: ??Q-k 5 `?"-
3 sds
91NEfT
SUBD. pR£c1f0e'v Tuxt P.I.D. #
/4 hb / r/e,/
sre s
PROPERTY
owNeR
CONTRACTOR
ARCHITECT!
ENGINEER
Name:
NST FIRBT
StreetAddress* ?0?a ? ??-`'? ?'?• ? L
Ciry: -df t, State: O'1 l,1
Company:
Street
/
6
cicy:-fkP lc)-/z,- zip:
Company: F I Vp Phone #: 3 3°1
Name: Registration #?LLo -2 d
. . . • ? i rn r ,
, ,••?? ?? Street Address VZ `" ' L
•
r?UG ;; ? ,??? ,
---------------f City: State: M (?
?
zip:SS t i
Sewer & water licensed?l;Plumber:
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. ??
Signature of Applicant:
i
Phone #:
Zip: S S?LI b
P h o n e #: q Sa-() SSS
OFFICE USE ONLY
BUILDING PERMIT TYPE
, _
? 01 Foundation ? 19 Comm./lnd. Misc. ? 21 Miscellaneous
/_ 18 Comm./Ind. ? 20 Public Facility
WORK TYPE
X? 31 New ? 33 Alterations ? 35 Tenant Finish
? 32 Addition ? 34 Repair ? 37 Demolition
GENERAL INFORMATION
Const. (Actual) /0'<< Basement sq. ft. 393 MC/WS System ?
(Allowable)
,zL-LV, First Floor sq. ft. Z,ebO -
City Water ?
_
UBC Occupancy 5- 3Zs sq. ft. '/?'
Fire Sprinklered ?
Zoning sq. ft. Census Code 3 2 z
# of Stories f sq. ft. 5AC Code ao
Length sq. ft. Census Bldg. i
Depth 00_ Footprint sq. ft. r0250._ Census Unit ?
APPROVALS
Planning Building Engineering Variance
Permit Fee I Valuation:
Surcharge 8-
Plan Review i 0 -71
MC/WS SAC L.?oe- 900 x j
CitySAC s??•» <-io°R3
Water Conn. ?
S/W Permit too.oa
SJW 5urcharge .so
Treatment PI. i, iaB_ ??--- 3 y& x 3
Road Unit vs X, 5'7 y
Park Ded.
Trails Ded. S'sS. zz
Water Qual. N.?
Other -
Copies -
Total: ?
? • ??
,
?.
$ ZloO, occ?
? C,?AW??PC_
d6 r 02??. ,
% SAC
SAC Units
Meter Size
?S
s?
? L BL OFFICE USE ONLY ?
L L RECEIPT #:
SUBD. i`Lw? .?/Lr.?.?- DATE: lollv/9< o
1996 PLUMBING PERMIT (COMMERCIAL)
CITY OF EAGAM
3830 PILOT KNOB RD
EAGAN, MN 55122
(612) 681-4675
Please complete for: * all commercial/industrial buildings.
? multi-family buildings when separate permits are M required for each dwelling
unit.
DATE: 16/5A?6 CONTRACT PRICE: /C,, c7crr-F-
WORK TYPE: L,-NEW CONSTF2i1(G I iON r+uv CN REopIo
DESCRIPTION OF WORK:
IS WATER METER REQUIRED7 V YES _ NO. IF SO, PLEASE PROVIDE THE FOLLOWING:
WATER FLOW: GPM. ARE FLUSHOMETER:i TO BE INSTALLED? YES L---'NO.
FAILURE TO PROVIDE TNIS INFORMATION WILL RESULI' IN A DELAY OF METER ISSUANCE.
WILL
IF SO
FEE:
./
CONTRACT PRICE x 1% I65• vu
STATE SURCHARGE „SO
TOTAL
SITE ADDRESS: 3 S? S pt tp? <.?'jd k ?a
TENANT NAME: _RCEnC,iSiim l wr.rS STE. #
OWNER NAME: Prn?zs? " -C-U?'?
INSTALLER: I?o, ko r,a t? ? bc ?E f'/Trr
ADDRESS:
CITY: E STATE: A.i ZIP:
PHONE YS`fS SIGNATURF: T? facl??
A PLICANT
OFFICE USE ONLY
METER SIZE: DATE: IO` //- f INSPECTOR:
$25.00 minimum fee or 1°/a of contract price, whichever is greater. State surcharge of $.50 per
$1,000 of perm•j fee due on all permits.
V r CITY USE ONLY
L_L BL ? RECEIPT #: zlo, o al?r?fl
SUBD. ? DATE:
1996 MECHANICAL PERMIT (COMMERCIAL)
CITY OF EAGAN
3830 PILOT KNOB RD
EAGAN, MN 55122
(612) 6814675
Please complete for: ? all commercialfindustriai buiidings.
? mufti-family buildings when separate permits are = required
for each dwelling unit.
?
DATE: CONTRACT PRICE: ?- y`r 6 c
WORK TYPE: b--NEW CONSTRUCTION INTERIOR IMPROVEMENT
DESCRIPTION OF WORK: o i/ 7`,0 ^-/Fr (2
FEES: .$25.00 minimum fee pL 7% of contract price, whichever is greater.
• Processed piping - $25.00
• State surcharge of $.50 per $1,000 of permit fee due on all permits.
CONTRACT PRICE x 1% ge'l 6, s
PROCESSED,PIPING
STATE SURCHARGE
TOTAL
Sv
SITE ADDRESS: 3 S-<-S ,( ? .. ? ?d .
OWNER NAME: TELEPHONE #: Lf"- L 7 "
TENANT NAME: (IMPROVEMENTS ONLY)
INSTALLER: ---7' <<
ADDRESS:
CITY: '-z ?w. ?x STATE: r--- - ZI P:
PHONE #: 2
SIGNATURE:
SIGNATURE OF PERMITTEE CITY INSPECTOR
? • CITY USE ONLY
L ? BL RECEIPT #:
SUBD. DATE:
1996 MECHANICAL PERMIT (COMMERCIAL)
• CITY OF EAGAN
3830 PILOT KNOB RD
EAGAN, MN 55122
(612) 681-4675
VAI?.
Please complete for: ? all commerciai/industrial buildings.
? multi-family buildings when separate permits are n.Qt required
for each dwelling unit.
J v
DATE: 1211 IA7? CONTRACT PRICE:
WORK TYPE: )0 NEW CONSTRUCTION INTERIOR IMPROVEMENT
DESCRIPTION OF WORK:
FEES: ?$25.00 minimum fee 2r 1°k of conVact price, whichever is greater.
? Processed piping - $25.00
? State surcharge of $.50 per $1,000 of permit fee due on all permits.
CONTRACT PRICE x 1% l?I •?
PROCESSED PIPING
STATE SURGHARGE
TOTAL
SITE ADDRESS: d ` CDZ 'W,6 4J .
OWNER NAME:
TENANT NAME: (IMPROVEMENTS oNL
INSTALLER: x? 4` f?' ?
ADDRESS:
iil/ I
TELEPHONE #:
Si?. ..Srv %- &-- l? 1 7
CP ?O ?4?
CITY: 1?vI??,i?.LL? STATE: 4-1111
PHONE #:
/ ?
SIGNATURE• GGZy
SIGNATU PERMITTEE
zI P: 5?-> 3 7
/4
,
CITY INSPECTOR
city oF eagan
December 16, 1996
Dean 7ohnson
Precision Tune
6321 Bury Dr. #4
Eden Prairie, MN 55346
Re: Precision Tune - 3565 Pilot Knob Road
Dear Mr. Johnson:
THOMASE6AN
MaYOr
PATRICIA AWADA
SHAWN HUNTER
SANDRA A. MASIN
THEODORE WACHTER
Councll Members
THOMAS HEDGfS
City Adminishator
E. J. VAN OVERBEKE
City Clerk
City staff conducted an inspection of the above property on December 9, 1996. The purpose of
the inspection was to determine the status of the site improvements and compliance with the
approved plans. Development of the site appears to have progressed acwrding to the approved
plans. However, as of the date of the inspection, the following items remain incomplete:
a. Site Lighting - Pazking lot lighting has not been installed.
b. Landscaping - It appeazs that the existing trees which were to be removed remain
on the site, but the new landscaping has not yet been installed.
c. Parking Lot - Because of the snow, it was difficult to determine if the stalls in the
parking lot have been striped. If not, please note that pazking lot striping is
required and will need to be completed when the weather permits.
The pazking lot lighting must be completed prior to issuance of the certificate of occupancy. The
other two items should 6e completed by June 30_ 1997. A follow up inspection will be done on
or after that date.
Please send us a written response confirming your receipt of this letter and your intent to
complete the above items in the specified time frame. Your cooperation in in this matter is
appreciated. If you have any questions, please do not hesitate to call me at 681-4691.
Sincerely,.
Pamela Dudziak
Associate Planner
?cc: Buildina Proiect File
MUNICIPAL CENTER THE LONE OAK TREE MAINTENANCE FACILITY
3830 PILOT KNOB ROAD
EAGAN. MINNESOiA 551 22-1 89 7 THE SVMBOL OF STRENGTH AND GROWTH IN OUR COMMUNITY 3501 COACHMAN POINi
EAGAN. MINNESOTA 55122
PHONE: (612) 681-4600 PHONE: (612) 681-4300
FAX: (612) 681-4612 Equal OpportunitylAlflrmative Actlon Employer FAX: (612) 681-4360
iDD: (612) 454-8535 TDD: (612) 454-8535
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Serial #
Chip #
permit # 9 013
10 Address: 3 S(o-? -PiLo, KN
I AGREE TO COMPLY WITH CITY OF FJIGAN
ORDINANCES
Signature: - 'J
4,
?; a?y" Qam r+?? ?-r ,?fcttz .Z'rsc?' ?.r?ae,
Seriai # ? Lld' ? 3,O a 0
cnip# ?FSyuriUiy
Permit # ?9 0 /3
' Address: 356s A clrr
. 1 AGREE TO COMPLY WITH CITY OF EAGAN
ORDINANCES
Signature:
LOT -L BLOCK ? ?SUBD.O/?LECcd.ct?? ",(G4l-e,
RECE PT DATE /09A?
1996 CITY OF EAGAN
IRRIGATION PERMIT (FOR BACKFLOW PREVENTER)
COMMERCIAL;INSTLLI?TIONS:)F?MpAIIUST BE COMPLETED BY LICENSED PLUMBER
Date: ? Commercial GPM
_ Residential (boulevards) GPM
_ Existing residential
Area/address to be irrigated: 35' (o t: L-o T' Kt.1o ?7p 2p,
Installer: DAIrPJT?I P L-(v: Owner ? Plumber ?.?
Street address:
City, state & zip code: Phone #: ??? " 6!n ?LS
Owner Name• p/Z6F C-( S r? iv T'vN ?
Street address:
Ciry, state & zip code:
Irrigation contractor, if different
Telephone #:
Phone #:
than installer: ?
I hereby acknowledge that I have read this application, state that the information is correct, and agree to
comply with all applicable City of Eagan ordinances. It is the applicant's responsibility to notify the property
owner that the City of Eagan assumes no liability for any damages caused by the City during its normal
operational and maintenance activities to the facilities constructed under this permit within City
property/right-af-way/easement.
ApplicanYs signature
P?LlJ4:7'
Title
Approved by: ' Date:
PRV ? Yes ? No ?6 ,k!ew service ? Yes .!(No
Meter Size / "' & Cost F-
S?
Fees due: (--Z ? Calculated by:
PROCEDURE FOR IRRIGATION SYSTEMS - 1996
An irrigation permit is required - please contact Protective Inspections at 681-4675.
Fges
Commercial project: $25.50 irrigation permit to cover installation of backflow preventer.
$50.50 water permit fee gr].Iv if new seroice is installed.
$300.00 per tap if installed by City.
Residential project: $20.50 irrigation permit to cover installation of backflow preventer.
$50.50 water permit fee if new service is installed.
$760.00 qer connection - WAC.
$396.00 Rer connection - water treatment facility.
Existing residence: $20.50 irrigation permit to cover installation of backflow preventer -(not
required if backflow preventer previously installed).
Meter charge: If gallons per minute are less than 25, a 1" meter will be required at a cost of
$182.00. If gallons per minute are II]2? than 25, a 2" turbo with strainer will
be required at a cost of $822.00. This information is to be supplied by the
designer of the system.
No meter will be sold before all sewer and water inspections are complete on a new service. If new
service lines are not required, one check may be written for meter and permit costs. Receipt will be coded
to 20-3716 (meter portion only) with pink copy fonvarded to Utility Billing Clerk.
The installer is to contact Protective Inspections at 681-4675 for inspection of the inside water line and
backflow preventer. The Public Works Department may be reached at 681-4300 for water turn-on and set
and seal of the meter. Inspection hours are 8:30 a.m. to 3:30 p.m. Monday through Friday. Requests for
A.M. inspections should be made on the preceding work day. Requests for PM inspections will be accepted
until 12:00 noon.
r7u.
?Z__p C\,Z,
7-9/
Metropolitan Council
Working for the Region, Planning for the Future
- Environmental Services
August 20, 1996
Mr. Joe Voels
Construction Analyst
City of Eagan
3830 Pilot Knob Road
Eagan, MN 55122
Dear Mr. Voels:
" ZB?SZ
F--- r Sfon/ -T-z? nl E
I- 1 PRaC6rawc "i`uivt-- .4DdN.
j 36`s Q, ?or ?wcct rzj,-,
The Metropolitan Council Environmental Services Division determined
SAC for the Precision Tune to be located at 35E & Pilot Knob Road
within the City of Eagan. This project should be charged 3 SAC Units, as determined below.
Charges:
Service Bays
6 bays @ 2 bays/SAC Unit
If you have any questions, call Jodi Edwards at 229-2113.
Sincerely,
4?,?f(/L ?
Roge? W. Janzig
Planner, Municipal Services Section
Wastewater Services Department
RWJ:JLE
9608205F
cc: S. 5elby, MCES
Carolyn Krech, Finance Department, Eagan
Chris Lambrecht, ECI Building Contractors
SAC Units
3.00
230 East Fifth Street St. Paul, Minnesota 55101-1633 (612) 222-8423 Faac 229-2183 TDD/TTY 229-3760
An Equni Opportwity Employer
W?
city of eagan
TO: PAT GEAGAN, CNIEF OF POLICE
JON HOHENSTEIN, ASSISTANT TO THE C1TY AOMINISTRA
DALE WEGLE3TNER, FiRE MARSHAL
ELECTRICALINSPECTOR
PUBLIC WORKSIENGtNEERINGIUTILITIESlSTREETS
`GENE VANOVERBEKE, FINANCE DIRECTOR
RICH BRASC}i, WATE32 RESOURCES COORDINATOR
MIKE RIDLEY, SENIOR PLANNER
GREGG HOVE, SUPERVISOR OF FORESTRY
MEMO
FFtOM: DALE SCHOEPPNER, SENIOR INSPECTOR
r,
/n ?tC/f/o? isNt
DATE: S/IS/?W GpT ?I? 6 GOCK Abi?,in.swt
SUBJECT: PIAN REVIEW ??
The _ preliminary ? construciion plans for P2 ? c 151o ? '"i
are in our plan review sedion for your review and comment.
Please notify the Protective Inspections Division if you have any reason that these plans shouid not be approved and
resolve arry problems with the aBecfed pardes. If you are requesting that issuance of the building pertnit be held, please
fill out the proper "hold" request form.
Comments:
?i
? ls-/ ,QB /,
vr:
Indicate any fees that are to be collected with the huilding pertnit:
? Yes ? No landscape security required
? Yes ? No water quality dedication
? Yes ? No park dedication
? Yes ? No trail dedication
? Yes ? No tree dedication
? Yes ? No
ignature
Amount
8 - Ib-q?
Date
pun.er.iw
- city of eagan
TO: PAT GEAGAN, CHIEF OF POLICE
JON HOHENSTEIN, ASSISTANT TO THE ClTY ADMINISTRATO
DALE WEGLEITNER, FIRE MARSHAL
ELECTRIGALINS?ECTOR
PUBLIC WORKSlENGINEERING/UTILITIES/STREETS
GENE VANOVERBEKE, FINANCE DIRECTOR
RICH BRASCii, WATER RESOURCES COORDINATOR
MIKE RIOLEY, SENIOR PLANNER
GREGG HOVE, SUPERVISOR OF FORESTRY
MEMO
FROM: DALE SCHOEPPNER, SENIOR INSPECTOR n
DATE: g/IS/??O Lp A
7 ?I GOCK "l rK?6tacnem'K/VL
SUB.JECT: PLAN REVIEW
The _ preliminary OK consWClion plans for yIG G
are in our plan review secEion for your review and comment.
/S/OA.( " /l.tnlr-
Please natify the Protective Inspections Division if you have any reasan that these plans should not be approved and
resolve any prohlems with the afPected parties. If you are requesting that issuance of the buiiding permit be heid, please
fill out the proper °hold' request fortn.
Comments: L/R -
Indicate any fees that are to be colleded with the building pertnit:
? Yes ? No landscape security required
? Yes ? No water quality dediration
? Yes ? No park dedication
? Yes ? No treil dedicatlon
? Yes ? No Vee dedication
? Yes ? No
Amount
PJ/Z ?i4lo
Signature ?ate
pun-rev.imv
0124520556
Sent by: ECI BUILDING CONTRACTORS 6124520556; 09/11/96 11:47AM;fg(ft N918;Page 3/3
-.-+ rwo. o
612-641-1339. F[NN-DANIELS fY7CHS ' y612 P03'V^aSEP 10 '% 13s04
I ?
Y
HAHUSOnAK w
KOWM.OHYK
?ren.•oa.y?p Camwlllnj 31rYG1uNf E1yiouren
0
August 19. 14A6
Mr. Dan iJoge
Finn-Denlels Archltecte
2324 University Avenue
Sa. Paul, MN 55114
pear Pe
RE PC1SION TUNB
16 flJmoxtae st"r!
WIamiPt=. Maailai,
x3c )P7 Ths atn+etu tem ot
PF. 241 95i-2200 ?th maronry inga
F.11w fsf-te71 ?16 b?c cons ction
lqtplCSiOrtf.
StandarA teWa of con
rtructurel inaQection
Youxs very iruly.
P. E.
el
WHrpti r
v ?
? J?v ??
Suite / 109
Idiag conaiau of ctendard tooting foundatiane
a steel joirt roof with a csntar elae7 beam•
t
should not in our opinion, rety?ire "sQeelal
ctnngth and mortar are recx
a affice at the cumpketion-of
VJ? I
aa Well as 8
. IT ts' , tielse
I11 4 ? Y ti '
y
r to
?
?
it ? . V?
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?. ? ?ot ,
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?
?
6124520556
Sent by: ECI BUILDING CONTRACTORS 6124520556;
? •??????
?
?
09/11/96 11:47AM;JBtT7C #916;Page t
ECI BUILDIHG CONTRACTORS
1355 Mendota Helghts Rd, Suite 180, Mendota Helghts. hV'l 55120-1112
612-452-0555 Fax 612•452-0556
? ?
TO : ?
I'? \ 'ti? ? ?? c VC''FV'?
FACBIMILS NUMBER: ?z 1 L`("tj
FRDM: LARRY D. (3RELL - PRE3IDENT
L C I SU I LD I Nf3 CONTRAC'1'ORS
1355 MENDOTA HSICiHTS ROAD, SUITE 180
HENDOTA HSIf3AT8, MN 55120-1112
PHONE #612/452-0555 FAX #612/452-0556
DATE: TIME:
PROJECT: `-
.
ORFOI!lJIL DOCIItiENT TO FOLLOW SY-MAIL: YES ?Nd
THIS TRANS14I83ION CONTAINS -?> PACiN(S), INCLUI3INQ THIS
COVER SHEET. IF YOU DO NOT RCEIVE ALL PAOES OR IF THE
QUALITY OE' THIS TRANSMIS$ION SS POOR, PLEASE CALL ME AT:
612/452-0555. TBANK YOU.
- Old I4brld Gluatity ECI fYew L4brld Technolagy --
An EQUal Oppenunny Em010101
6124520556
Se.nt by: ECI BUILDING CONTRACTORS 6724520556; 09/11/96 11:47AM;Jetj5x #916;Page 2/3
n?C?1V?0: Y/IU/YO l:YJYM; .1t Cn1 1JiL '- tGl 0U1L0INO CONIHAGI'OHtl; P000 2
612-641-1339 FtNN-DLYJIELS FRCHS 612 P02 SEP 10 '% 13:04
Y '
SINSLODI 8Y8T@1 AUIt10RM11t1C8 COhP&I11NC8 CJILCVL.ATION PR06RAM
ViRBIODT 2.4
V. e. pBP71A9?NU1' OP BNSRaY
VOLtIIJ'TARY 89'RPOWdi1HC'$ BTANDA&D8 POR 1PY'11 COhR'IHRCIAL AND MJLrTI'FADlILY
$I(/H AZBS It&9IDSNfI11Y. BVILAINU87 MANDATO&Y 90R BBDBRA7+ BDILC/iNCS
CI?Y, 140 Minnespolle MN BIIILI7Im: YAR'CIBION Ti7NE, EAl7AN
CODB <B,C,H>: 8oth Hsakad and Coe1nA AATSi 6-14-96
FBN68TPATZO[i VALU88: 89 8'und.
&NVBTD V?raiori 2.4 - BebYUary 1993
Hexatrrao
Avsf?os CKlTSRLA
"____8"" _'_gyl_"""y7"_""?aW' "_____' _ ""_"
NL ABtAJ 664 87s 664 BBO ? 0.091 ? 0.270
OL ARBAI 156 109 6 ? vnm 1 WR .
8(5c ? .03 .03 .83 ? 0.830 ? 0.606
;
PB ? .533 .533 -533 - ? 0•533 ? 0.000 .
VI.T ? 0 D 0 ? 0.000 ? N/A
Uo! ? .48 .48 .48 ? 0.480 ? 0.520
MALI. Doi .1395 .1617 .147 .3054 ( 0.226 j 0.071
RC 1 13 13 13 13 113.000 ! 1
TN9 BOS I 2 2 2 Z ? NIA f Tt/A
SQVTP I 1 I 1 1 ? 1.000 1 2.000
LSOHTS ? 2.95 2.25 2.75 2.96 ? 2.250 ? 2.000
pLCF ? 0 0 O ? 0.080 ? 0.460
I, O A D 8 " ^-------------------- -TOTAI+- """'
HSATING? 6.651 11.5S1 5.516 13.761 { 37•499> 22 .808
COOLINOI S.086 5.667 3.166 3.806 ? 18.826< 35.386
TOTAL 113.537 17.418 8.797 17.568 ? 56.315a' S8.194
....w..se...«???...ev..w.u..a....asa.nsw- --«--e-e.nm--nr-----a-s-..-°'----vu-
rrre*rr«*. PA3869 H%T6RZOR WALL 7C7TAL CRIT882A •i?;ia*rt•
OTIMR KUVEIqPB RBQIIIHHlSNTS
ENVB'PD Version 2.4 - lebruazy 1993 CRITBRIA
hiAXIMAd PiFtCSlPrAOB OP ROOP ARSA IN SICYLILiHT6: A88ICiN MA%IAli.1M
_""'""'_ '___'_
""""""_""..."'_..__'_'__"'_____"'__ .. _ _ '""" "
PercenCags af Roqf Jurea in 9kylighto:
Viaibla Tr+nsmittance of 8kyliqht
Deeigri Lighting Poatcandise ot Spwoe (30, 50, 70) MAxiMUM AL[ANA33L8 Vo: MIA7[IMO14
""' . . """"" '
"'"_""'______"_'..'__'______"'"""
ROOt I .p{4 < 0.047
Wail Adjacent t:o ilncondltione8 Spwco 0.116
Floor Ovor Thaconditioned 9pace ? 0 c 0.040
142NSMCJM ALLOpR8L8 R-VALtJB: MI?tYMvFI
'----'----- --...----- -----
-`----_- " _---`---'---'---" -" " " '----'
Nall He1ov Orade I I 10.5
R^VRlue Of ConCiat• 31W IRPU1Rtion
Heated or t7nhwted S1xD (ti/V)
Horizoatal or Varticnl Inaulrtioa Poeition (x/V) DepCh oi Width of Tn6ulotlon F24, 36, or 48 in.3
==assneass=se:o:s:a=-re<a::sss-:-s=:-:mm.:-mm:snsa:m====>.+sss=:ar:.a-ra-aasow+a..a
•r*a* ...• PA95$S OTHBA BNVSIAPS RBWZRBMSNI'S /tta***a?
_ city of eagan
TO: PAT GEAGAN, CHIEF OF POUCE
JON HOHENSTEIN, ASSISTANT TO THE CITY ADMINISTRATO
DALE WEGLEITNER, FiRE MARSHAL
ELECTRICALINS?ECTOR
PUBLIC WORKS/ENGiNEERINGJUTILITIES/STREET5
GENE VANOVERBEfCE, FINANCE DIRECTOR
RICH BRASCH, WATEI2 RESOURCES COOROINATOR
? MIKE RIOIEY, SENIOR PLANNER
GREGG HOVE. SUPERVISOR OF FORESTRY
MEMO
FROM: OALE SCHOEPPNER, SENlOR INSPECTOR
DATE: L?/IS/! ?O Gpy ??Nt
A Ofac rr ewt
SUBJECT: PLAN REVIEW
The _ preliminary& construction plans for p/G ? C /S ?o Ai
are in our pian review section for your review and wmment.
Please notify the Protective Inspections Oivision if you have any reasan that these plans should not be approved and
resolve any problems with the affected parties. If you are requesting that issuance of the buiiding pertnit he held, please
?fil?l ,qut?th?ep?roper "hold" request fofrtn?.
?mlW ?? yL1.dL(A4Myw?TSs2C HA+f'PALt IPL rJ1LSe_
ywiII40V t4? ? ?? O.SLd /sU A? I
/U"$
Indicate any fees that are ta he coliected with the building permit:
Amount
? Yes No landsppe security required
? Yes L1G No water quality dedication
t!G Yes ? No paric dedication ?Z' ?
SK Yes ? No Vail dedication ZZ
? Yes ? No tree dediptian
? Yes ? No
gnature Date
pi?« 'a..
° •..
?
city of eagan
MEMO
TO: PAT GEAGAN, CNIEF OF POLICE
JON HOHENSTEIN, ASSISTANT TO THE CITY ADMINISTRATO
DALE WEGLEITNER, PIRE MARSHAL
ELECTRICALINSPECTOR
PUBLlC WORKS/ENGINEERINGlUTILITIESlSTREETS
\
RlCH BRASCN, WATER RESOURCES COORDINATOR
MIKE RIDLEY, SENIOR PLANNER
?GR G_tiQVE; SUPEf3Vf?FORESTRY
FROM: DALE SCt10EPPNER, SENIOR INSPECTOR
G / RZLG/f?O"? TuNG
DA7E: S/IS/! ? LoT ?I? ?LOcK ADhtrrene
SUBJECT: PLAN REVIEW
The _ preliminary OK construclion plans for ?? Lr CI.s 1 o Al
are in our pian review section for your review and comment.
Flease notify :he Protective Inspecfians Division if you have any reason that these plans should not 6e aooroved and
2solve any pro6lems with the affeded parties. If yau are requesting that issuance of the building pertnd be held, please
fill out the proper "hold" request fortn.
? Yes ? No landsrape security required
? Yes ? No water quality dedication
? Yes ? No park dedication
Am n
? Yes ??, No treil dediption
? Yes !? No tree dedication ?
? Yes ? No
vz t-cb-
ig ature Date
pwwm.imr
ni p... AO hlti 'f... l1'G I^trww?l,
Indicate any fees that are to be coliected with the building pertnit:
' sRauN=M
INTERTEC
December 30, 1996
Mr. Chris Lambrecht
ECI Building Contractors
1355 Mendota Heighu Road, Suite 180
Mendota Heights, MN 55120-1112
Deaz Mr. Lambrecht:
eroun inrertec corporonon
6950 Wesl 146th Street, Suire 131
Apple Valley, Minnesota 557 24-6520
612431-4493 Fax:4313084
Engrneen and Scientish Serving
fhe 6ui1t ond Noturol Environmenn
Project BODX-96-300C
Re: Summary Report for Construction Testing and Special Inspecdon Services, Precision
Tune, Pilot Knob Road and Interstate 35E, Eagan, Minnesota
As you authorized, we have performed construction testing and special inspection services at
the Precision Tune buIIding in Eagan, Minnesota. This report provides a summary of the
construction testing services and special inspections.
Available InformaGon
A geotechnical evaluation was performed for ihis site by GME Consultants, Inc. The report
is tided, "Geotechnical Exploration, Proposed Precision Tune Shop, Eagan, Minnesota",
GME Project Number 6041. The report is dated May 17, 1996.
ExcavAtion Observations
The excavation observations were conducted by a staff engineer on October 7 and 8, 1996.
Random, shallow (up to 3 feet deep) hand auger probes were used to assist in evaluating
excavation bottom soils. Estimates of the soil consistency or density were based on the
penetration and tuming resistance of the hand auger probes. Soil classifications were
determined in accordance with the American Sociery for Testing and Materials (ASTM)
procedures by examining the hand auger probe cuttings.
The excavating contractor used a dozer to remove the vegetation and topsoil from the
building, oversizing and pavement azeas. Hand auger probes performed in the excavation
bottom typically encountered silty sand and poorly graded sand with silt which were judged to
be in a medium dense condition. i
Based on the construction staking provided by others and a finished floor elevarion of 100
feet, the excavation bottom eievations ranged from approximately 97 to 98 feet.
Approximately 5 feet of oversizing was provided.
ECI Building Contractors
Project BODX-96-300C
December 30, 1996
Page 2
Compaction Tesfs
A total of seven compaction tests (Tests 1 through n and two retests (Tests 4A and 6A) were
taken in the fill placed to establish footing, floor slab and pazking grades. All tests or retests
performed in the fill placed to establish grade met or exceeded the minimum compaction
requirement of 95 or 100 percent of standard Proctor density (A3TM D 698).
Rebur Inspection
Observations of the uansverse reinforcing steel placement in the column pads were performed
on October 10 and 11, 1996.
Concrete Testing
Braun Intertec cast concrete test cylinders for ffie concrete ptaced for footing and slab-on-
grade. The concrete tesu met the specified 28-day strength requirements. Results of the
concrete compression tests were previously submitted and are attached to this report.
Structural Steel Observations
Nondestructive examination services were performed for this project during erection of the
structural steei. The results of our structural steel observations were previously submitted in
our Daily Observation Reports. Our structural steel nondestructive examination services
repod is attached to this report.
Summary
Based on the results of our excavation observations and hand auger probes, it is our opinion
the excavation bottom soils aze suitable for fi11 and/or foundation support.
Based on the results of our compaction tests, it is our opinion the engineered fill placed is
suitable for foundation and floor slab support.
Based on the results of our observations, it is our opinion the transverse reinforcement has
been placed according to the project plans and specifications.
Based on the results of our concrete tests, it appeazs the foundation and floor slab concrete
met the specified 28-day suength requuements.
Based on the results of our structural steel observations, the welds and boltin; were found
acceptable.
ECI Building Conuactors
Project BODX-96-300C
December 30, 1996
Page 3
General
Services performed by the geotechnical engineers for this project have been conducted with
that level of caze and skill ordinazily exercised by members of the profession currenUy
practicing in this azea. No warranty, expressed or implied, is made.
Thank you for using Braun Intertec for this project. If you have any questions regazding this
summary report, please call Joe Friederichs or Greg Bialon at (612) 431-4493.
Sincerely,
Ioseph M. Friederichs
5taff Engineer
Professional Certification:
I hereby certify that this reporc was prepazed under my
direct supervision and that I am a duly Registered
Professional Engineer under the laws of the State of
Minnesota.
? A ?J5?'?,
Gregory??. B? on, PE
Project Engineer
Registration Number: 24017
Attachments:
Report of Field Compaction Tests, Reporrs 1 and 2. _
Proctors P-1 and P-2
Compressive Test of Concrete Cylinders, Seu 1 through 4
Structural Steel Report
-
jmflgjb:r16196300c\ryt
s Rau N°M
INTERTEC
Report of Fleld Compadion Tests
Date: December 17, 1996
project: BODX-96-300C
Report: 1
Client:
Mr. Chris Lambrecht
ECI BuIlding Contractors
1355 Mendota Heights Road, Suite 180
h.fnndnrn Hniahte MN S519f1
Projed Description:
Construction Testing Services
Precision Tune
Pilot Knob Road & Irnerstate 35E
Fauan_ IvL?innesOtd
est
ate
ype
Soil
ID and
Classification
Optimmn
Moisture*
(°k) Ma..Iab
Dry Density"
(Std.Proc.)
(pct)
Tnplace
Moishae
(°h) Tnplace
Dry
Density
(pcf)
Relative
Compaction Speatied
Minimwn
Compact.
omments
1 10/29/96 N P-1: SP 9'h 116 6 110 95 95 A
2 10/29/96 N P-1: SP 9'/s 116 6 110 95 95 A
3 10/29/96 N P-1: SP 91h 116 8 110 95 95 A
4 10/29/96 N P-2: 3P 91h 126'fz 11 124 98 100 B
5 10/29/96 N P-2: SP 91fs 1261h 9 127 100 100 A
6 10129/96 N P-2: SP 9'fz 126'fi 13 119 94 100 B
Key: N = Nuclear, ASTM D 2922 A= Test results comply with specifications.
SC = Sand Cone, ASTM D 1556 B= Test results do not wmply with specifications.
# = O.M. and M.L.D.D. rounded to nearest 0.5
Tcst Test Location Elevation
1 32'S, 31'E of NW corner 100
2 8'3, 37'E of NW corner 100
3 9'S, 10'E of NW comer 100
4 Pazkin lot; 5'N, 12'W of NW corner 99
5 Pazking lot; 15'S, 10'W of NW corner 99
6 Pazkin lot; 27'S, 20'W of NW comer 98
Elevation Reference:
Braun Intertec Corporauon
?-Pr" UVIX?[f 14"
J seph M. Friederic s
Staff Engineer
96300c\cu.l
s Rau NsM
INTERTEC
Report of Field Compaction Tests
Dnte: December 17, 1996
Project: BODX-96300C
Report: 2
C6ent:
Mr. Chris Lambrecht
ECI BuIlding Contractors
1355 Mendota Heights Road, Suite 180
_ IILT fC19A
Projed Description:
Construction Testing Services
Precision 'ttine
Pilot Kaob Road & Iaterstate 35E
??..en M?nnaenM
l?1GLLLV14
est 11 w)
ate ?
ype
Soil
ID aud
ClassiFqdon
Optimwn
Moisture'
(%)
Mae. Lab
Dry Density
(Std.Proc.)
(pcfl
Tnplace
Moisture
(°k)
Inplace
Dry
DeasitY
(pcf)
Relative
Compactiou
M
Speci6ed
Nmimum
Compact.
(%)
omments
6 N P-2: SP 9'fz 126'k 9 128 101 100 A
6A 11/8/A96 N P-2: SP 9'h 126'h 12 126 100 100 A
1/81
6 N P-2: SP 9'h 126'fz 10 129 102 100 0 A
P
Key: N = Nuclear, ASTM D 2922
SC = Sand Cone, ASTM D 1556
* = O.M. and M.L.D.D. rounded to nearest 0.5
A= Test results comply with specifications.
B= Test results do not comply with specifications.
Test Test Location Elevation
4 Retest of 4 99
6A Retest of 6 98
7 Parkin Lot, 20'S, 3'E of SW Comer 99
Elevation Reference:
Braun Intertec Corporation
Jose h M. Friederichs
Staff Engineer
96300c1cts.2
s Rau N=M
I NTE RTEC
Laboratory Compaction Characteri5tics of Soil (Proctor)
Date: December 17, 1996 Prqjed: BODXA6300C
Client: DesQiption:
Mr. Chris Iambcacht Conshuction Testing Setvices
ECI Bwlding Coahactors Precision'Itime
1355 Meadota Heights Road, Suite 180 Pilot Bnob Road & lntexstate 35E
vw. <cIan F?oun Minnaanffi
Field Data:
Date Sampled : 10/29/96 Test Number • P-1
Sampled Sy . BS I.ocatioa Sampled :
Classification . SP: Poorly g:aded sand, fine- to medium-Snined> M°'x'°
Laboratory Data:
ASTM D: 698-91 Procedure: standazd B Date Tested: 10/29/96
As Received Water Content: Prep. Methad: wet Rammff TYPe: manual
Sieve Data, % on 3/4": % 3/4"-3l8": % 3!8' -#4:
Size of "Oversize": Perceat Oveisim: Spec. Gravity: 2.45
.,-'---- r,...,o....A v9h,. (4STM 1) 47181
Maximum Dry Unit Weight, pcf
Optimum Water Conbent, %
116
y 116 W ~ f --- f
9'h 3'0 %
Zero Air Voids
*AX@b*0ZM
... 114
U
c
L
00
.?
3
.G
? uz
z
0
iio
108
Water Content, %
S.G.=2.45
(Asmmed)
su3ooC4-i
5 7 g 11 13 15
sRauNsM
INTERTEC
Laboratory Compaction Characteristics of Soil (Proctor)
Date: December 17, 1996 Projed: BODXA6-300C
Clieat:
Mr. C6ris Lambrecht
ECI Building Conuactors
1355 Mendota Heights Road, Suite 180
11_ 1lLT C<t011
Description:
Conshuction Testing Services
Piecision Tune
Pilot Saob Road & Interstate 35E
1" _ 1! ......M
FSeld Data:
Date Sampled : 10/29/96 Test Number . P-2
Sampled By . KS I.ocafion Sampled :
Clsssification . SP-SM: Poorly graded sand with silt, fine- to medium-Sained° 'a'ith 8mve1, brown
LaboraWry Data:
ASTM D:
698-91 Pcocedure: standerd C
Date Tesced: 10/30196
As Received Water Content: Prep. Methad: wet Rammer TYPe: m°°ual
% on 3!4':
Sieve Data 96 3/4"-3l8': % 3/8" -#4:
,
Size of "Oversize': Pexceat Oversize: Spec. Gravity: 2.70
Mazimum Dry Unit Weight, pcf
Optimum Water Content, %
126
n.._e....A v46,. InCTM 1i 47181
? YI?V •
126'fi f
f
9'h % %
Zeio Air Voids
ll?? Qm
?. 124
U
a
m
.U
3
.F
= 122
?
?
O
120
118
Water Content, % 4
S.G.=2.70
(Assumed)
96sao6¢z
6 8 10 12 14
sRAUN=M
I NTE RTEC
Compressive Test of Concrete Cylinder
Test Method: ASTM C 39, 6" g 12" CyGnder
Date:
December 17, 1996
project Number: BODX-96-300C
Client:
Mr. Chxis Lambrecht
ECI Building Cantractors
1355 Mendota Heights Road, Suite 180
Mendota Heights, MN 55120
Pmject
Descripfion:
Conshuctian Testing Services
precision Time
Pilot %nob Road & Interstate 35E
Eagan, Minnesoffi
Number: 1 Mix Design: 3067
e Cast: 10/9196 SuPPlier: Cemst°ne
ie Cast: 2:00 p.m. Specified Air: n/a
asured Slump: 61h' Specified SCreagth: 3000
Lsured Air. 1,290 Txuck or Ticket No.: 156779
iaete Temperature: 72°F Cylinders Per Set: 3
Temperature: 58°F
inder Cast By: KS
uid Added ac Site: 20 gallons water
uple Location: West Footing
Notes:
Sample Daze Test Field Lab Test Max IAad Cyl P.rea Compressiva Remazks
No. Recvd Date Cure Cure Age (poimds) (sq in) Sh+ength, psi Code(s)
lA 10/10 10/16 1
1B 10110 1116 1
6 7 72940 28.34 2570 B
27 28 137480 28.32 4860 K
Specified Shength at 28 Days (psi): 3000
Remarks:
B: The 7-day test result projects chat the specified stcength wi111ikely be met at the 28-daY a8e accocding to
a typical strength age relationship.
K: The above 28-day test result meets the required design stneagth.
graun Intertec Cotpomtion
J seph M. Ftiederichs
Staff Engineer
96300c\conc.l
e rtau N=M
INTERTEC
Compressive Test of Concrete Cylinder
Test Method: ASTM C 39, 6" x 12" Cylinder
Date:
December 17, 1996
Project Number: BODX-96-300C
Client:
Mz. Chris Lamhrecht
ECI Building Contractors
1355 Meadota Heighu Road, Suite 180
Meadata Heights, MN 55120
Prc.1ect
Description:
Constcuction Testing Services
Piecision Tu¢e
Pilot Snob Road & Interstate 35E
Eagan, Minnesota
Number: 2 Mix Design: 3067
e Cast: 10/10/96 Supplier: Cemstone
ie Cast: 2:00 p.m. Specified Air: n/a
asured Slump: 4" Specified Strength: 3000
tsured Air: 1.7 % Txuck or Ticket No.: 157696
icrete Temperature: 72°F Cylinders Per Set: 3
Temperature: 62°F
inder Cast By: KS
uid Added at Site: none
iple Location: Interior Footings
Notes:
Sample Date Test Fieid Lab Test Max Load Cyl Area Compressive Remarks
No. Recvd Date Gure C?ue Age (powds) (sq in) Strength, psi Cade(s)
2A 10111 10/17 1 6 7 83007 28.30 2930 K
2B 10/11 1117 1 27 28 128570 28.34 4540 %1
Specified Strength at 28 Days (psi): 3000
Remarks:
K: The above 7-day test result meeu the required design shength.
Kl: The above 28-3ay test result meets the tequited design strength.
Braun Iatertec Corporation
osep M. Friederichs
Staff Engineer
96300c1conc?
s Rau N°M
INTERTEC
Compressive Test of Concrete Cylinder
Test Method: ASTM C 39, 6" x 12" Cylinder
Date:
December 17, 1996
Project Number: BODX-96300C
Client
Mr. Chris Lambrecht
ECI Building Conhactors
1355 Mendota Heights Road, Suite 180
Mendota Heights, MN 55120
Project
Deacription
Consttuction Testing Services
Precision ltime
Pilot %aob Road & Incerstate 35E
Fsgan, Minnesota
Number. 3 Mix Design: 4062
e Cast: 11/11l96 Supplier: Cemstone
ie Cast: 8:30 a.m. Specified Air. n/a
Lsured Slump: 4' Specified Strength: 3000
asured Air: not tskea Tmck or Ticket No.: 175677
icrete Temperature: 74°F Cylindeis Pet Set 3
Temperehue: 22°F
inder Cast By: KS
uid Added at Site: none
iple Loca[ion: Sautlt Apron
Notes:
Sample Daze Test Field Iab Test Max Load Cyl Axea Compressive Remarks
No. Recvd Date Cure Cure Age (pounds) (sq in) Strength, psi Code(s)
3A 11l11 11118 1 6 7 85435 28.31 3020 B
3B 11/11 12l9 1 27 28 99464 28.30 3510 K
Specified Shength at 28 Days (psi): 3000
Remarks:
B: The 7-day test result projects that the specified stcength will likely be met at the 28-day age according to
a typical st:ength age relationslrip.
K: The above 28-day test result meets the requim.d design scrength.
&aim Intertec Co:pornrion
W
Jose h M. Fri edericlus
StafF Engineer
96300c\conc.3
s Rau N=M
INTERTEC
Compressive Test af Concrete Cylinder
Test Method: ASTM C 39, 6" x 12" Cylinder
Date:
December 20, 1996
Project Number: BODXA6300C
Client:
Mr. Chris lambxuht
ECI Building Contractots
1355 Mendota Heights Road, Suite 180
Mendata Heights, MN 55120
Project
Descripaaa:
Conshuction Testing Services
Precision Tuna
Pilot Snob Road & Intecsstate 35E
EaBan, Mimmesota
Number: 4 Mix Desiga: 4091
? Cast: 11127196 Supplier: Cemstone
ie Cast: 8:17 a.m. Specified Air: not specified
tsured Slump: 3" Specified Shength: 3000
wured Air: N/A Ttuck or Ticket No .: 257/181436
Lcrete Temperamre: 68°F Cylindecs Per Set 3
Temperature: 49°F .
inaer cast By: nWH
uid Added at Site: 5 gallons of water
iple I.ocation: Slab-on-Grade: Garage bays
Notes:
Sample Date Test Field Lab Test Max I.osd Cyl Area Compressiva Remarks
No. Recvd Date Cure Cure Age (pomds) (sq in) Strength, psi Code(s)
4A 11/29 12/4 2 5 7 95936 2830 3390 B
Specified Streagth at 28 Days (psi): 3000
Remarks:
F: The specified 28-day strength was met at the 7-day age according to the abova test cesults.
Braim Intextec oxpoxation
/ ?
7 h . Fri richs
Staff Engineer
96300c\conc.4
B itAVl N'
INTERTEC
December 3, 1996
Mr. Chris Lambrecht
ECI BuIlding Contractors
1355 Mendota Heights Road, Suite 180
Mendota Heights, MN 55120.1112
Dear W. I,ambrecht:
Bwun intertac Cerporafion
6801 Washingbn Avenue South
P.O. Box 39108
Minneapdia, Minnaaia 55439-0108
672-9415600 Fax:9414151
Engineen ?nd ScianNslr Serving
fhe BuiU and NaNra( Environmenh"
Project BODX-96-300C
Re: Structural Steel Nondestructive Examination Services, Precision Tune, Pilot Kaob Road
and Interstate 35E, Eagan, Ivfinnesota
Nondestructive examination services were performed on ihis project as authorized. These
services were conducced on November 12, 1996, on an on-call basis.
The observations were performed by Toel Alsum, a level II techniciaa qualified in accordance
with American Society for Nondestruccive Testing (ASINM publication SNT-TG1A, 1988
Ediuon, and as an American Welding Society Certified Welding Inspector.
Scope of Services
During this time period, the following observations were performed.
Visuai examinations of field weids
Bolting observadons
Deck weid observations
Results
A summary of the results for our services is described below. A copy of our Daily
Observation Report was left at the project after complesion of the site visit. All observations
performed were found acceptable as indicated below. For specific informarion, please refer to
the attached Daily Observadon Report.
Psual Weld Fxaminations. Visual weld examinations were conducted in accordance with
American Welding Society (AWS) D1.1-1994, Sections 3.6 and 8.15 requiremems. These
observations were performed at the following locations.
ECI Building Contcactors
Project BODX-96-300C
December 3, 1996
Page 2
Location Level Description Remarks
Grids A and E, line 2 Roof Beam to embed fillet weld Acceptable
Grids B to D,
lines 1 to 3 Roof Detail 1I11E3 angle to joist and
column fillet welds Acceptable
Grids B to D,
lines 1 to 3 Roof Detail 3/11E3 angle to joist and
column fillet welds Acceptable
Bolting Observations. Bolting observations were conduded to determine if the splined end of
the tension control bolts had sepazated from the body of the bolt. Listed below aze the
locations in which bolting observations were performed.
Location Ixvel Description Remarks
11 Grids A to E, line 2 Roof A-325 tension comrol bolts Acceprable
Deck Weld Observafions. Deck weld observations were conducted in accordance with AWS
D 13-1989, 5ection 4.5 requirements. Listed below aze the resulu of these observations.
I.ocadon I.evel Description Remac'ks
Grids A to E,
lines 1 to 3 Roof Roof deck welds Acceptable
It is our opinion that at the time of our last observadon there were no ouutanding discrepancies
rema;n;ng on this project at the azeas listed.
General
5ervices performed by the Braun Intertec technicians for this projecc have been conducced in a
manner consistent with that levei of care and skill ordinazily exercised by members of the
profession currendy pncticin; in this azea under similu budget and time restrainu. No
wananty, expressed or implieti, is made.
ECZ Building Contractors
Project BODX-96-300C
December 3, 1996
Page 3
This test report contains only findings and resulu arrived az after employing the specific test
procedures and staadazds listed herein. It is not intended to constitute a recommendation,
endorsement, or certification of the product or material tesu.
It has been a pleasure to be of service to you on this project. If you have questions regazdiag
this report, or if we can be of furthez assistance, please call Joel Alsum at (612) 942-4919 or
Marv Denne at (612) 942-4823.
/Joel D. A1 m
NDE Lev 'ciaa
i
arvm ?
C. Denne
Manager-NDE Services
Attachment
Daily Observation Sheet
c: Mr. Joe Friederichs
Braun Intertec (Apple Valley)
je\mcd:mjs\bodx\rpt19fi300e.2
a ..
BRAUN`
INTERTEC
Report Number:
Project Name:
Project Address:
Client:
Weather:
tOn;? Client Project No.:
Temperature:
Type of Inspection: Inspecxion Coverage:
? Continuous ? Masonry ? Rebaz Placement ? Foundations
JK Periodic ? Welding ? Concrete Placement ? Fireproofing
Boltin Cl Tendon Placemem ? Other
Did the azchitect or en ineer authorize chanes to ci roved lans? Yes ?(Listed Below) No ?
Description and location of work
Special Inspector Daily Report Page of
c,ty af
Due of This Report: %/-/2-?fT
n tS?V-7, ProjectNo.: 130D?g.f 3O?BG
Z
List tesu performed:
• Are there any discrepancies noted from this day's observauons? Yes ? No 0
• Are there any ouutanding discrepancies on this project? Yes ? No ?
• If yes, see attached Summary Sheet.
?
To the best of our know e, work inspected was done in accordance with the approved plans, specifications and
applicable i1m ovisions of the UBC, except as noted above.
Signed: Date: ?Z'- /T
Pr' Full Name: a ? I.D. Number:
(Whire copy to Braun Inrersec fife. Blue copy to Genera! Corrtraaor.)
1'rmbpecinap.a 1/25195
Receiq4tl: 10/ 3/96 10:56AM; 612 431 3084 -> ECI BUILDING CONTRACTORS; Page 2
OCT 03 '96 10:58 BRAUN INTERTECIp„5 ARCFiS 413 P02 OCT P:2'96 12:01
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(11 F4`s7nlr No, ka be gsovlded by tha 8ut2dlnq o£ilaiel. -
t2l uva dasazlptkana pMr V.e.c. gmatlan fMf
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obaarva mutt bo idfintlflad qn eh• revarea ¦ida at ehf:m tnprh,
ilg?rtdt 91R • gkruatvrsl Enginrar ot Itrcord &I 4 apeelal Inepretor
Tx r Yes#!ng AqAnt F¦ R.brlc#tar
j . _
T1S4PYmat?rti „
?
E
. .,
TO: DALE SCHOEPPNER, SENIOR INSPECTOR
DALE WEGLEITNER, FIRE DEPARTMENT
RlCK BRADLEY, ELECTRICAL INSPECTOR
PAUL OLSON, SUPERINTENDENT OF PARKS
PUBIIC WORKS/ENGINEERING DEPARTMENT
DIANE DOWNS, UTILITY BILLING CLERK
MIKE RIDLEY, SENIOR PLANNER
BOB KRIHA, UTILITIES
FROM: BILL BRUESTLE, SENIOR INSPECTOR
DATE: //*0/5'o
SUBJECT: FINAL INSPECTION - !?i- -[U5? on / un?
The Protective Inspections Department wiil be performing a final inspection of
J5 fo n ?-1 (14 I:?v,06 oxA on /0-/d/?<v . A
Certificate of Occupancy will be issued following our approval.
If you are requesting that the Certificate of Occupancy be held, please fill out the
proper hold request form. Failure to return the hold requesi form will be considered your
approval. The person or department requesting the "hold" is responsible for notifying and
resolving any problems with the affected parties.
Sen?ar Inspector
WB/js
FINAL-FM.1ST
S?1) Contract No:
Project No: n - U
city oF aaqan Submittal Date • 4 Z4 ?9(0
?
CIT1' OF EAGAN
SEWER 6 WATER PERMIT RELEASE FORM
PROJECT DESCRIPTION: ?" ?-IJION ???r-
? qlqP
Substantial Completion of Sewer & Watex
Date of Occurtence
STEY I• PERMISSION TO HOOK UP
SANITARY SEWER WATER MAIN
Lines Lamped and Acceptable LA Properly Chlorinated & Flushed
Deflection Mandrel Test Passed Entire System Pressure Tested
Manhole Structures Properly Entire System Conductivity Tested
Constructed (cstg. 6 cover, rings, All Valve Boxes Accessible,
cone, 1 ft. sections, final rim straight & keyed
setting, & build and invert) All Valves Opened or Closed as Approp.
Infiltration Test 7 Bacteria test completed
SERVICES
N A All Wye Locations confirmed
? All Curb Boxes Exposed, Set to Proper Grade 6 Mazked w/Fence Post
Required Service Risers Televised
COMMENTS: iilul (3e e1aNnJac-TiNU -m EXi<riNG i3-iiLlrY 5E2v1cF- sTUkSS. _
STEP II: FULL USE PERMIT (OCCUPANCY)
$TORM SEWER
_ Lines Lamped 6 Acceptable
_ CS Structures Properly Constructed
(cstg 6 cover, rings, 1 ft.
section, invert, final cstg.
setting 6 build, DL-DR correctly
set rings & cstg. set in full
bed of mortar)
_ Aprons, Dissipators 6 Rip Rap
properly installed
COMMENTS:
RECOMMENDATION: I herein verify that the tests and inspections indicated above have been
successfully completed. Any deviations or exceptions are described in my comments. With this
considered I recomenend that permission to hook up or pezmission for occupancy be granted as
appropriate to the above indications.
Signed 4-d- w
Project ec
Confirmed by:
Public Wo Department
STREETS
Material Tests Checked & Passed
(Conc. compressive strength & Air
Content, Bitum. Extact 6 gradation,
gravel base gradation).
_ Utility Structures & Lines Clear
& Free of Debris & Gravel (Gate
Valves keyed)
NP5.1S&WPERM.FM
I 0aE?A
2005 RESIDENTIAL MECHANICAL PERMIT APPLICATION
City OfEagan
3830 Pilot Knob Road, Eagan MN 55122
Telephone # 651-675-5675
Please complete for: single family dwellings & townhomes/condos when permits aze required for each unit
Date
SiteAddress Unit/t
Propeety Owner PRUDsr 01.! u NF_ Telephone #(
Cootractor ? OTAL COU??Rl-
Street Address ?WIVC.. i KA A-UE . N.ADD City NEIV rIVPE
State W Zip 5542'? Telephone# ('?LX3)
Boncl #: Expires:
The Applicant is Owner A- Contractor _ Other
Add-on or alteration to existing dwelling unit $ 30.00
! fumace _Additional _Replacement
air exchanger
? airconditioner _New X Replacement
other
.
State Sarcharge $ .50
Total $ JV.50
I hereby apply for a Residential Mechanical Permit and acknowledge that the information is complete and accurate; that the work will
be in conformance with the oidinances and codes of the City of Eagan and with the Mechanical Codes; that I understand this is not a
permit; but only an application for a permit, and work is not to start without a permir, that the work will be in accordance with the
approved plan in the case of work which requires a review and approval of p '
1CGC ?P` 41
? tNTE?
Aonlicant's Printed Name Av icant's Signature
F?_,
AU6 1 5 ZppS
Use BLUE or BLACK Ink
rr a r---
I For Office UsE I .
Permit
City of Ea
DEC 6 2009 I `
I Permit Fee:
3830 Pilot Knob Road I I "
Eagan MN 55122 I Date Received: 4_
Phone: (651) 675-5675
Fax: (651) 675-5694 , Staff. C>
L - - - - - - - - - - - - - - - - -I
2009 MECHANICAL PERMIT. APPLICATION -
Date: IoZ `C~°I Site Address: Ot. 6T
Tenant: Suite
RESIDENT/OWNER Name: 1 I.t ~ Phone: I`-
Address / City / Zip: 1_~f`PJ
CONTRACTOR Name: SNELLING COMRANY, INC. License -THE Address: 51~--po~MN 5,104
City: 651-646-7381 State: Zip:
Phone: Contact Person:
New Replacement Additional Alteration Demolition
TYPE OF WORK
Description of work: t
NOTE: Roof mounted 'a,nd ground mounted mechanical equipment is required to be screened by City
_ Code. 'Please contact the Mechanical Inspector for information on periiitted screening methods.
RESIDENT;AL. COMMERCIAL
PERMIT TYPE Furnace New Construction Interior Improvement
Air Conditioner Install Piping Processed
Air Exchanger Gas Exterior HVAC Unit
Heat Pump _ Under / Above ground Tank Install / _ Remove)
When installing/removing tank(s), call for inspection by Fire
Other Marshal and Plumbing Inspector
RESIDENTIAL FEES:
$50.50 Minimum Add-on or alteration to an existing unit (includes $.50 State Surcharge)
$90.50 Fire repair (replace burned out appliances, ductwork, etc.) (includes $.50 State Surcharge) $ TOTAL FEE
COMMERCIAL FEES: _
$70.50 Underground tank installation/removal OR Contract Value $ , 40co X1%
$50.50 Minimum (includes State Surcharge)
Permit Fee
- If Permit Fee is less than $1,000, surcharge is $.50.
- If Permit Fee is > $1,000, surcharge increases by $.50 for each u Surcharge
$1,000 Permit Fee (i.e. a $1,001-$2,000 Permit Fee requires.? $1.00 surcharge).
TOTAL FEE
CALL BEFORE YOU DIG. Call Gopher State One Call ,at (651) 454-0002 for protection against underground utility damage. Call 48 hours
before you intend to dig to receive locates of underground utilities. www.gopherstateonecall.orci
I hereby acknowledge that this information is complete and accurate; that the work will be in conformance with the ordinances and codes of the City of
Eagan; that I understand this is not a permit, but only an application for a permit, and work is not to sta fho t a permih t the~yvork will be in accordance
with~e approved plan i the case of work which' requires a review and approval of plans.
X In X
Applicant's Printed Name Applicant's Signatu
FOR OFFICE USE Reviewed By: Date:
Required Inspections: -Under Ground Rough In Test Gas Service Test In-floor Heat -Final
Exterior HVAC Screening inspection
f
r
For Office Use
Permit*: /E AGA N
aw«.. •.,,er
Permit Fee:
. . RECEIVED Staff:
3830 PILOT KNOB ROAD I EAGAN, MN 55122-1810 MAY 20 2019 rPayment Recvd: Yes _No
(651)675-5675 I TDD: (651)454-8535 I FAX: (651)675-5694
Email: buildinginspections(a.citvofeagan.com
Plans:_Electronic Paper
Plan Submittal:eplans citvofeagan.com _
cCbj
2019 COMMERCIAL PLUMBING PERMIT APPLICATION
❑ Please submit two(2)sets of paper plans with all commercial applications as well as an electronic set of the submittal,
submitted via email,CD or flash drive • )e
rhe
1,r7;04
Date: '2--► (o-19 Site Address: 3 s(e S P ; 104- Rock -ku s S
Tenant: // O/AP O0 l_ $040`--C) ° 1 2-6= Suite#:
P e
Cflikffler, Name: 5o h v‘..r o 1-10 1 r L P Phone:
r'r o n
Name: (4e.s s;a 10).., 6 r`rk$ S r.. r ynes .Tac License#: /-C- (o 4t4 3 S g
Address: Pt_ T� s2 a 11 a City: 415 o r State:01, Zip: S S/a 2
Phone: (,S i - °I Email: r",--,;141t- l►e.r.r i a.. p/ti..S,"A- , c ted,
New Construction Addition Modify Space
Replacement Repair Rebuild Work in Right-Of-Way
Description of work: R e p kc.. •e o •C vol.._ 4 b r."fc w r pip; 7)2.-
Irrigation System(_yes I_no)( RPZ I_PVB)
• Rain sensors required on irrigation systems
• Avg.GPM (2"turbo required unless smaller size allowed by Public Works)
Meter Required—Call Utilities at(651)675-5646 to verity tests passed prior to picking up meter.
Domestic:Size&Type Fire: 1
Average GPM High demand devices?_Yes_No Flushometers Yes_No
COMMERCIAL FEES
Contract Value$ 0.0 0 x.015
$69.00 Pey1t.Fee Minimum
$60.00 t V B/RPZ Permit(includes State Surcharge) $ (0 3. 3 o Permit Fee
' )I Surcharge
Surc'I}arge=Contract Value x$0.0005 $ a
If the project valuation is over$1 million,please call City for Surcharge $ CoS it i TOTAL FEE
The�folllowing fees may apply when installing a new lawn irrigation system or $ Water Permit
connecting a new water service.
$ Treatment Plant
Contact the City's Engineering Department,(651)675-5646,for required fee amounts.
$ Meter Fee
$ Radio Read
$ State Surcharge
=$ TOTAL FEE
You may subscribe to receive an electronic notification from the City of proposed ordinances by signing up for an email update on the City's website at
www.citvofeagan.comtsubscribe.
CALL BEFORE YOU DIG. Call Gopher State One Call at(651)454-0002 for protection against underground utility damage.
I hereby acknowledge that this information is complete and accurate;that the work will be in conformance with the ordinances and codes of the City of Eagan;that I
understand this is not a permit, but only an application for a permit, and work is not to start without a permit;that the work will be in accordance with the approved
plan in the case of work which requires a review and approval of plans.
xr\ :14-t S c x � � ,
Applicant's Printed Name Ap want'§Signature
Page 1 of 4
r.
fii/7.4. 6 k
1,i
ForOfficeUse �
LVED , 1
4114.� -► Permit#:
• •
• " E AG N APR 26 2MS ::t1
'
Payment Recvd: Yes No I
3830 PILOT KNOB ROAD I EAGAN, MN 55122-1810 I
651 675-5675 I TDD: (651)454-8535 I FAX: (651)675-5694 I I
Plans: Electronic Paper
Plan Submittal: eplansAcityofeagan.com L_
2019 COMMERCIAL BUILDING PERMIT APPLICATION
Date: `t z(O t4-.) Site Address: 05
Tenant Name: /drz,a '.J /4.rro (Tenant is: New/ Existing) Suite#:
Former Tenant AeC;S 6� (v r-
Name: --)C-AN.) 4 SThliep•p G JcF rJ Phone:
Property Owner Address/City/Zip:
Applicant is: Owner Contractor
T e of 1Nprk Description of work: - _ P� - - `, N (-0 • .
YP
Construction Cost:"1' ( ,S�7
Name:fa`
r pft'�-�(\I License#:
contractor;
Address: �l\ _ >i'eNJ, C City: , P-
(�,3
State: N) Zip: S �, 7 Z Phone: Cot 2 -�Sv - 'v
Contact: Email: A Lft-b/17/,fiD 61P1 n, L
Name: 0.1/14 Registration#:
Architect/En�neer Address: City:
State: Zip: Phone:
Contact Person: Email:
Licensed plumber installing new sewer/water service: Phone#:
NOTE:Plans and a pr documents that;you submit aro considered to be public In ration. Portions of the information may be
classified as non-public If you Provide specific mons that would permit the City to conclude that they are trade secrets.
You may subscribe to receive an electronic notification from the City of proposed ordinances by signing up for an email update on the City's
website at www.citvofeaaan.com/subscribe.
CALL BEFORE YOU DIG. Call Gopher State One Call at(651)454-0002 for protection against underground utility damage. Call 48 hours before you
intend to dig to receive locates of underground utilities. www.gooherstateonecall.org
I hereby acknowledge that this information is complete and accurate;that the work will be in conformance with the ordinances and codes of the City of
Eagan; that I understand this is not a permit, but only an application for a permit, and work is not to start without a permit; that the work will be in
accordance with the approved plan in the case of work which requires a review and approval of plans.
x A• � 2rwnJ x
Applicant' Printe Name Ap re
f 1
DO NOT WRITE BELOW THIS LINE /5s `7� `
SUB TYPES -3:5- -5 �/Of
/ ob 47/
Foundation Public Facility Exterior Alteration-Apalrtments
XCommercial/Industrial Accessory Building Exterior Alteration-Commercial
Apartments Greenhouse/Tent Exterior Alteration-Public Facility
—
Miscellaneous Antennae
WORK TYPES
New `4 Interior Improvement Siding Dem DIiRsh Building*
Addition Exterior Improvement Reroof Dem plash Interior
/Alteration Repair Windows Demolish Foundation
Replace Water Damage Fire Repair Reta Hing Wall
—
Salon Owner Change *Demolition of entire buildi 1gi—give PCA handout to applicant
DESCRIPTION .�
Valuation N ‘-co--' Occupancy Q MCES System
Plan Review I Code Edition .240-is A SAC Units 6 ixr/kit,
100%)() Zoning City Water ✓
Census Code Stories Booster Pump
#of Units Square Feet PRV
#of Buildings Length Fire Sprinklers
Type of Construction JTI Width
REQUIRED INSPECTIONS
Footings New Building Deck Addition Drain Tile
Foundation Foundation Before Backfill Retaining Wall
Vapor Barrier Erosion Control
-114'Framing 30 Minutes 1 Hour Steel Reinforcement
Insulation Street/Curb Cut Inspection
Sheetrock Other:
Roof: Decking Insulation Ice&Water Final Meter Size:
Siding: Stucco Lath Stone Lath Brick EFIS Electronic Set of Final Revis d Plans
Windows V
Fireplace: Rough In Air Test Final Final/C.O. Required
Pool: Footings Air/Gas Tests Final Final/No C.O. Required
Final CIO Inspection: Schedule f arshal to be present: Yes No
Reviewed By: dr , Planning New Business to Eagan: l
Reviewed By: /�. _ , Building Inspector
ector
FEES so Water Quality
Base Fee �j. Storm Sewer Trunk
Surcharge ' _ Sa. Sewer Trunk
Plan Review V ZE ,93_ Water Trunk
MCES SAC Street Lateral
City SAC Street
S&W Permit& Surcharge Water Lateral
Treatment Plant Stormwater Performance Security
Treatment Plant(Irrigation) Landscape Security
Park Dedication Other:
Trail Dedication TOTAL: � g
Page 2 of 3
MCES USE:Letter Reference: 190626A2 Address ID:27438 Payment ID:422610 7—)
Date of Determination:06/26/19 Determination Expiration:06/26/21
Greetings!
Please see the determination below.
Project Name: Hometown Auto&Tire
Project Address: 3565 Pilot Knob Road
Suite#/Campus: N/A
City Name: Eagan
Applicant: Erik Hanson, Dean & Barbara Johnson Holding
Special Notes: This project has 2646 gross square feet of Vehicle Service space and Precision Tine (SAC 10/96) previously
paid as vehicle service for this space.There is no change of use and no additional SAC is due.
Net SAC: 0 = 0 SAC Due
The business information was provided to MCES by the applicant at this time. It is the City's responsibility to substantiate the
business use and size at the time of the final inspection. If there is a change in use or size, a redetermination will need to be
made. If you have any questions email me at:toni.janzig@metc.state.mn.us.
Thank you,
Toni Janzig
SAC Technician
Please visit our SAC website by going to: http://www.metrocouncil.org/SACprogram
390 Robert Street North I St. Paul. MN 551 01-1 805 2S11–
Phone 651.602.1000 I Fax 651.602.1550 I TTY 651.291.0904 I metrocouncil.org METROPOLITAN
COUNCIL
An Equal Opportunity Employer
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