3045 Hwy 13CITY OF EAGAN Remarks ' - - ---
Addition _ S@Cti1011 9 Lot Rik Parcel 10 00900 010 26
Owner Street 3o45 HdY. 13 State Eagan,MN 55121
?
??C%-f f - 4 1
Improvement Amount Annual Years Payment Receipt Date
STREET SURF.
I STREET RESTOR. I
? GRADING
SAN SEW TRUNK 1968 1. 0 110.48 30
SEWER LATERAL
WATERMAIN
WATER LATERAL
WATER AREA 1977 15709.60 100, 3 1
STORM SEW TRK
STORM SEW LAT
CURB & GUTTER
SIDEWALK
STREET LIGHT
WATER CONN.
BUILDING PER.
SAC
PARK
?
INSPECTION INSPECTOR DATE COMMENTS
- < cz; er r= , ,
? ' '' ? .
25,
!r
/ C 0 .17 01 -4 a i Uy e
!n:-t
SITE ADDRESS
B Sect./Sub.
Unit # Permit #
CITY OF EAGAN 3830 Pilot Knob Road, P.O. Box 21-199, Esgan, MN 55121
PHONE: 454-8100
sU1LDING PERMIT Reuipt ?
Site Address
Lot Block ! Sec/Suh.
Parcel Na.
Name
? Address
City Phone
,G Name ;J :LDI;t?
u< Address - •,
?
Citv Phone
Name _
Address
City _
Phone
90940
erecc u o?upancY
Remodel ? Zoning
Repair ? Type of Const. ?
Additlon ? No. Stories
Move ? Length
Demolish ? Depth "
Int Impr, ? Sq, Ft. '
Install O ?' r 4 i ?
Approvols FNs
Assessment
Woter 8 Sew.
Polite
Fire
Enp. ?
Plonner
Counci I
Permit
Surcharge - Plan Review " - ` r
SAC
Water Conn
Water Meter
Road Un(t '
I hereby ackrwwledpe that I hove read this opplication and state that Bldg. Off, } Tr. PL
the informntion is correct and ogree to comply with all applicoble AP? parks
$tote of Minnesota $tatutes and City of Eagan Ordinances.
, Var. Date Copies
Sipnnturo of Pem+ittee
Total
/? Building Pcrtnit is issued to: ' on fhe expreas conditbn tho+
oll work shall be done in occordonce wlth oll appliwble Stote of Minnesota Statutes ond City of Eoqon Ordinontes.
Bufldirp OiflNal
PKmk No. Pwmk Holder Dow Telophone
Plumbirq
H.VA.C.
EMcWe
Soitwwr
Irnpsction Date Insp. Other
Footinys I ? ? ?
Footings 11
Foundation
Freminy
Roofing
Rouyh Wby.
Rouyh Htp.
Insul.
Flreplace
Flnal Htg.
Final Plby.
9 FInaI
C?rt/Occ.
W?? Doseribe Loestion:
Wfll
S?wer
Pr. Disp.
CITY OF EAGAN
3795 Pilot Keob Road Eogun, MN 55122 N2 4331
PHONE: 454-8100
? BUILDING PERMIT ,?? ?::r., _ Receipt #
To be used for
Site Address
Lot B?ack 5ec/Sub. ')'? ?? 2?
Parcel #
w Nome .'.izt r- ..z?i:1.LCFr-,;: • r? .
3 Address - . . ` ^
? City Phone
a Name ' '.
ZU
Voa Address
?
_Lo Address
<w City Phone
I hereby acknowledge thut I have read this application
the information is correct ond ogree to comply with
State of Minnesota Statites ond City of Eogan Ordir
Signoture of Permittee
t:p,At
A Building Permit is issued to: _
all work shall be done in accordance with all applicob
Building Official - --
Erett Q• Occupancy
Alter ? Zoning
Repair ? Fire Zoree _
Enlarge ? Type of Const.
Move ? #k Stories
Demolish ? Front _ ft.
Grade ? Depth ft.
Assessment _-
Woter & Sew.
Pol i ce
Fire
Eng.
Planner
Council
Bldg. Off.
APC
Fees
Permit
Surcharge
Plan check
5AC
Woter Conn.
Water Meter
I Total
on Yhe express condition that
of Minnesota Statutes and City of Eacon Ordinancas.
Pamit # Date lauad PerwlffN
Plumbing
Mechanicol
INSPECTIOhlS DATE INSP.
Rouglrln
Finnl
Footings L.{ Date Insp. Dote InpP.
Foundation
- Plurtbing
Frame/ins. 40-? Mechanital
Finaf --
Remorks:
CITY OF EAGAI+i
8795 Pilot Kaob Raod Eogan, MN 55122 N2
PHONE: 454-8100
BUILDING PERMIT Receipt #
To be used for Est. Value Date
Site Address
Lot Blxk Sec/Sub,
Purcal #
oc Name . '
; Address
b
r-:... ?---
? Nome _
?F
Address
r?.,.
Nome _
Address
5351
Erect ? Occupancy
Alter ? Zoning
Repair ? Fire Zone
Enlarye ? Type of Const.
Move p # Stories
Demolish ? Front ff.
Grode ? Depth h.
Approva Is Fees
Assessment _
Woter & Sew.
Police
Fire
Eng.
Planner
Counci I
Surcharge
Plan check
SAC
Water Conn.
Woter Meter
I hereby acknowledge thaY I have read this applicotion and state thct gldg. Off,
the infortnotion is correct ond agree to comply with all appliccble
5tate of Minnesoto Statutes ond City of Eugan Ordinances. ^PC Total
Signature of Permittee
A Building Permit ls issued to: on the express condition that
oll work sholl be done in accordance with all applicable State of Minnesota Stotutes ond City of Eagon Ordinonces.
Building Offlciol
Pamk # Dute Isaed PffuittM
Plumbing
Mechan(col
INSPECTIONS DATE INSP.
RouOh-In
Finai
Footings Date Irup. Date Insp.
Foundation Plumbing
Frnme/ins. Mechanical
Final ?
Remarks:
. . • , . . _ . . . . -----..?-T--.R--. . . . . . •_•-
, 3830 Pilot Knob Ro dl P.O. Box 2G-A1 9, Eagan, MN 55121 125 3 3
PHONE. 454-9 100
BUILDING PERMIT Receipt# ?
Tnhnusnd}nr ?'jHSF ADDITI04?t va,,,o $222,000 nArp AUGUST 28 ,q d.
Site,4ddress 3045 SI$LEY MEM HWY Erect ? occupancy $2
1 SFCT 9
26 Remodel ? Zoning
Lot
Bto ck
secisub. V
Parcel No. Repair ? Type of Const n
Addition QKXNo. Stories
I'ULL EidGR Move ? Length 1
? Name 1
Z ,? . Demolish ? Depth 0
Address Int
I
Ft
? S
o
454-4300 mpr.
.
q. 13,900
City Phone Instau ?
U¢
W W
P W
U?
ir W
t
Phone
I hereby acknowledge that I have
information is correct and agree
Minnesota Statutes aad City of F
Signature of Permittee?
"I
A Building Permit is issued to:
all work shall be done in acco
Building OHicial
of
Assessment
Water & Sew.
Police
Fire
Planner
Council
Permit Y ' .J" • "`
Surcharge 111.0(
Plan Review 3 b 9. 0(
SAC
Water Conn.
Water Meter
Road Unit
' Tr. PI.
??1Var. Date Copi
Total 1, 218. 00
'RjNG on the express condition that
of Minnesota Statutes and Ciry of Eagan Ordinances.
Permlt No. P~ HWdar Dab TNeplwne N
Plumbiny
H.V.A.C.
Electric C7 /-% r-Os''
son.n..
Impecqon DaN Insp. CommMh
FootlnpaI ' ?/L Cr
Fooenp. n
FoundaNon
Framinp
Hoo11n0 9 7
Rouqh Plby. ' -
Rouyh Hip.
Insul.
Flnplace
Final Hlp.
Final Plbp.
Bldp. Flnal
C?rt. Occ
.
Deck Ftp.
Deek Fp.
?m
YYell
Pr. Disp.
CITY OF EAGAN
3830 Pilot Knob Road, P.O. Box 21-199, Eagan, MN 55121
PHON E: 454-8100
BUILDING PERMIT
To be used for Est. Value
Receipt #
Date ' ,19
Site Address
Lot Block Sec/Sub. SECTION 9
Parcel No.
a Name
W
= Address
3
° City Phone
¢o
. Name
? i Address
? City Phone
?m
VW
Name
Address
¢
W City Phone
I hereby acknowledge that I have read this application and state that the
inlormation is correct and agree to comply with all applicable State of
Minnesota Statutes and City of Eagan Ordinances.
Signature of Permittee
A Building Permit is issued to: '
on the expreSs condition that all work shall be done in accordance with all
applicable State of Minnesota Statutes and City of Eagan Ordinances.
Building Officia
OFFIC E USE ONLY
On Site Sewepe OcCUpancy
MWCC 3ystem Zoning
On Site Well (Actual) Const
City Water (Allowable)
PRV Required # of Storles
Booster Pump Length
Depth
S.F. Total
Footprint S.F.
APPROVALS FEES
Engr./Assess. Permit
Planner Surcharge
Council Plan Review
Bldg. Off. SAC, City
Variance SAC, MWCC
Water Conn.
Water Meter
Road Unit
Treatment P1
Parks
TOTAL
Permit No. Permit Holder Date Tslephone
Plumbing
H.V.A.C.
E lectric
Softener
Inspection Dats Insp. Comments
Footings I
Footings II
Foundation
Framing
Roofing
Rough Plbg.
Rough Htg.
Isul.
Fireplace
Final Htg.
Final Plbg.
Bldg. Final
Cert. Occ.
Temp. LP
Deck Ftg.
Deck Final
Well
Pr. Disp.
cirY oF EAGAN
2795 Pilof Kwob Rood Eoyon, MN 55122 PHONEs 454-8100
BUILDING PERMIT Receipt #
To be wed for Est. Vatue Dote , ' ' , 19
Site Addrcu Erect [] Octuponcy
Lot Block $ec/$ub, Alter ? Zoninfl
parcel # Repoir 0 Fire Zone
oc Name -
W
? ?1ddflSS
Ci pfione
$? Name -
F
?? Addres:
? Ci Phone
?W Nome
r
x;1 Addross
I hereby ocknowledge thot i how reod this application ond state that
the intormotion is torrect ond ogree to comply with oll opplicable
Stote of Minnesota Stotutes and City of Eogon Ordinonces.
Sipnature of Permittee
A Building Permit Is issued to:
oll work shall be done in ocoordonce with oll appliooble State of
Bulldinq Offic{ol
Enloroe ? Type of Corut.
Move ? # Stories
Demolish p Lengih
Grode ? Depth Sq. Ft.
Apvrorals Fee•
Assessment
Water & Sew.
Polica
Fire
Enp.
Plonner
Councll
Bldg. Off.
APC
Permit
SurcFarye
Plon check
SAC
Water Conn.
Water Meter
Rood Unit
Total
on the express concfitlon tMi
Statutes ond City of Eoflan Ordinances.
Permit No. Permit Holdsr Misc. Permit No. Holder
Plumbi?y
H.V.A.C.
Wdl
Water
Dkp.
p.
S?vwr
ENctric
Inq»ction Daw Insp. Other
Footinqt
Foundation
Framinp
Rouoh PIb4
Rou? HVA
Inwlation
Final Plbp.
Final HVAC
Final ? C
W?? DKeribs Loeation:
YWII
E
Sew?r
Pr. Di?p.
i 1
BUILDING PERMIT
To be used for STOitAGE
Site Address 3045 8
3830 Pilot Knob Road, P.O. Box 21-199,
PHONE: 454-8100
Est. Value S15,000
Lot 'J1 Block 2b SeclSub. b"{• y
Parcel No.
W Name UNITED F1VE 5TAR CAI'ITAL CORP
o Address SAME
City Phone 454-4300
Address SAME
City Phone 45"300
? ; Address
a W City Phone
I hereGy acknowlege that I have read this appiication and state that the
information is correct and agree to comply with all applicable State of
Minnesota Statutes and City ot Eagan Oidinances.
Signature of Permitee `
A Building Permit is issued to: LULL CORP
on the express condition that ali work shall be done in accordance with all
applicable State of Minnesota Statutes and City of Eagan Ordinances.
Building Official
?
iL
-
O
FFICE USE ONLY ,
?
Occupancy - FEFS
Zoning - ;162.00 `.
(Aciual) Const - Bldg. Permit
(Allowable) 7.50
- Surcharge
# of Stories - 81.00
Length _ Plan Review
OeAth - SAC, City
S.F. Total -
SAC, MCWCC ?
S.F. footprints -
On Site Sewage
_ Water Conn ?
?
On 5ite Well - Water Meter
,
MWCC Syslem _ ?
City Water Acc
_ t• Oeposit
PRV Required _ S1W Permit ?
Booster Pump - S!W Surcharge +
?
Treatment PI
APPROVALS Road Unit
Planner - Park Ded.
Council ?
BIdg.Off. _ Copies
Variance - TOTAL ;250' SO
Permit No. Permtt Holder Date Tefephone #
WATER
SEWER
PLUMBING
H.V.A.C.
ELECTRIC ? C? ? ??:(-t- tL'i,?_ ?• ?? iO ??G.v
Inspection Date Insp. Comments
Footings I
Foundation
Framing
Roofing
Rough Plbg.
Rough Htg.
Isul.
Fireplace
Final Htg.
Final Plbg.
Const. Meter Plbg. Inspectar- Notify Plumber
Engr./Plan
81dg. Finai
Deck Ftg.
Deck Fina!
Well
Pr. Disp.
CITY OF EAGAN
3795 Nlot Knob Rood Eapan, MN 56122
PHONEs I54.8100
BUILDING PERMIT Rece1Pt
o!',rzc. ?;,.?)IT'r?7;. .,.
Ta 6s uowd ie. " " Fe! Vnl, ?, •. ?i 1 n 7.! I O De?n Q?
$it! ^ddress -? V Y J n.1
Lot (;1') Blxk 26
Parcel # 1_1' -00900-01
01 Name ..,.?,..a ? . . ., ,_..,,
j - - -
?? Address
Nome
Addrcss
I hereby ocknowledge that I hove read this a
th2 intormation i5 correCt and pgree to COi
, State of Minnesotn 5totutes and City of Ec
Signoture of Pennittee _
A Building Permit is issued to:
oll wark sholl be done in acwrdonce with al
Buildinq Officiol _
plication ond sfate thot
ply with oll opplicable
)on Ordinances.
,_ . .. . `_?, ... ?_ .?
opplicoble Statc of_Min
Erect 'a
Alter 0
Bepair 11
Enlorge Z
Move o
Demolish p
Grode ?
?I .? LJ V
.-:71?' j
Occuponty
Zoning f J
Fire Zone
Type of Const.
# Storief 0 Length ?
Depth Z7 Sq. Ft.
Fee:
Assessment
Woter & Sew.
Pol ice
Fire
Eng.
Planner
Council
Bldg. Off.
APC
, Tnc.
Permit
Surcharge 1"?? • ?"
Plon check 341. Y1
SAC `I
t?
Water Conn.
Water Merer ?
-
77
?
Rood Unit -
Total ' 1, 3:' . 50
on the express condition fhat
n and Gity of Eagan Ordinances.
4
Pormit Mo. Permit HoJder Misc. Permit No. Holder
Plumbing ?j
H.V.A.C. D?
Well
Water
Diap.
Sewer
Electric
Inapaction Date Insp. Qther
Footings
Foundation
Framing
Rough Pf6g.
Rough HVA
Inwlation
Final Piby.
Fina1 HVAC
Final
Water Dascribe Location:
_4-
Z
YVell s
Sewar
Pr. Disp.
?
?CITY OF EAGAN
3830 Pilot Knob Road
Eagan, Minnesota 55122-1897
(612) 681-4675
SITE ADDRESS: ,
• ?,r; ?
PERMIT SUBTYPE:
INS
i 0 , 111A
Permit Number:
Date Issued:
APPLICANT:
. ,... . ? ; N1
TYPE OF WORK:
i . ; : i I ' ;i
1 i FitAf 1 itN
I ila t TN llt(ti i f3 T i
INSPECTION D• • D•
? kl'f4AR.K a: 1>I AH ki-vTE w1 I1 MY ,?nr +ltip! Ir.
?
Pem?k No. Permk Holdw Dab Telophone #
ELECTRIC
PLUMBING
HVAC
Inrpectlon Date Inap. Comments
FOOTIN(iS
FDUND
FRAMING
ROOFING
S
ROUGH
PLUMBING
PLBG
AIR TEST
ROUGH
HEATING
GAS SVC
TEST
INSUL
GYPBOARD
FIREPLACE
FlREPLACE
AIR TEST
FINAL PLBG
FINAL HTG
ORSAT
TEST
BLDCi FlNAI.
BSMT R.I.
BSMT FINAL
DECK FTG
DECK FINAL
^'Q dr ?O !c it tr
?
.?1lI l.lrlME,
' Y OF EAGAN PERMIT TYPE:
3830 Pilot Knob Road Permit Number: ' 1201114
Eagan, Minnesota 55122-1897 pate Issued:
(612) 681-4675
? , . e ,
SITE ADDRESS: APPLICANT: .
PERMIT SUBTYPE: TYPE OF WORK:
??i ? • ! ; + + ??,? '•i f: FtF. M AfiP.:.
INSPECTION rA • .A
4" . ! 1f?JAi F;1!
A N ?'; Ft f-' l:+ 1 1: LJ FIi H Y .10 f_ 1J O t f. '+
•-? it . uCl(; 119&170 Ttt LtF. ON ri ?C MCIi Ct
?r>F ???. nl '.() E rac, i raF ?Ii t N,
ct:?
L-L ciKaa s- :
?
Permit Holder Dete Telephone M
PLUMBfNG
H VAC
Inspection Date Insp. Comments
FOOTINGS
FOUND
FRAMING
FOOFING
ROUGH
PLUMBING
PLBG
AIR TEST C-30''
ROUGH
HEATING
GAS SVC
TEST
INSUL
GYP BOARD
FIREPLACE
FIREPLACE
AIR TEST
FINAL PLBG
t
FtNAL HTG -
ORSAT
TEST .
BLDG FINAL
DOMESTIC
METER
IRRIGATION
METER
FLUSH
MAINS
corvoucTivnv
TEST
HYDROS7ATIC
fEST
BSMT R.I.
BSMT FINAL
DECK FTG
DECKFINAL
„ rvu f <•^ c ?... F.? /L.r {
INSPECTION RECORD
,,--MTY OF EAGAN PERIIAIT TYPE:
3830 Pilot Knob Road Permit Number:
Eagan, Minnesota 55122-1897 Date Issued:
(612) 681-4675
SITE ADDRESS:
I 13
PERMIT SUBTYPE:
F:
I UI i 'iNlll.l'6TRJf
(61 :' ) 464 - 4'i00
TYPE OF WORK:
NFW
C QL [1 STQRR0E NI [1fi
INSPECTION DA • rA
i ? t1,.1
:&w roit?plfrr R
r, R CH r t E f r -,
°
I rNN t?nrottt.?, ?t
:'';?A tINf1:rFl7*;f3+,:
Permit No. Permk Holdx Data TNephone #
ELECTRIC
Sr4- W ?
PLUMBIN 9 qq9L?-740(D
HVAC
Inspectlon Dete Insp. Comments
FOOTINGS .?l [ 4e T ( IO Ge
FOUND
FRAMING
ROOFING
ROUGH
PLUMBING
PLBG AIR TFST 'rI -If
ROUGH
HEATING
f3AS SVC
TEST
INSUL
GYP BOARD
FIREPLACE
FIREPLACE
AIR TEST
FINAL PLBG 7;o,
FINAL HTG
ORSAT
TEST
BLDG FINAL
BSMT R.I.
BSMT FINAL
DECK FTG
DECK FINAL
YZ'I %1uti,s.
Ap
0-0e
oN
CITY OF EAGAN
3830 Pilot Knob Road
Eagan, Minnesota 55123
(612) 681-4675
SITE AnnRFSS-
f tJ 1: l. tf l I11
;046 , 181 f-Y MF Mt-iMlAk HWv
i F t: 1 1 U M y
Permit Numt
Date Issued:
APPLICANT:
A:1 -, rj i y vA
PERMIT SUBTYPE:
TYPE OF WORK:
Ili ,l_ ;, I ii i Ot'1
RL J( FtA1 7jyN
( t Ill l tNtMSli?lE"':)
INSPECTION DA
?? . r
Permit No. Permit Holder date Telephone M
SNV
PLUMBING
HVAC
ELECTRIC
ELECTRIC
Inspectfon Date Insp. Comments
Footings I
Faundation
Framing
Roofing
Rough Plbg.
Rough Htg.
ISUI.
Fireplace
Final Htg.
Orsat Test
Final Ping. Plbg. InSpector - Notify Piumber
Cons1. Meter
EngrJPlan
Bldg. Final 1?
Deck Ftg.
Deck Final
Well
Pr_ Oisp.
? CITY 4F EAGAN
3830 Pilat Knob Road
Eagan, Minnesota 55123
(612) 681-4675
SITE ADDRESS:
PERMIT SUBTYPE:
INSPECTION RECORD
PERMIT TYPE:
Permit Number:
Date Issued:
i?? ? ? ?+? r?? r; APPLICANT:
(:-i N?? i i? a?I t i!a I
TYPE OF WORK:
111 ',I tr 1 f' 1 I IIN
t?u 1 ? 11 r N fi
N. ti;•r,?>
; ? LtJ ( 19.
?E PA ! fl'
f It111i1 I IV?i 1
INSPECTION .• • D•
; fllll.li I 1'a ! I Itl pi 11 I i?
I I IV;:! I't I<?? ? k I?r' I il ; i,
Permit Nv. Permit Holder Dete Telephone #
SNV
PLUMBfiVG
HVAC
ELECTRIC
ELECTRIC
Inapectlon Date Insp. Comments
Footings I
Foundation
Framing
Roofing 5"
! ?
Rough Plbg.
Rough Htg.
Isul.
Fireplace
Fnal Htg.
O?sat Test
Final Pibg. Plbg. Inspector- Notify Plumber
Const. Meter
Engr./Plan
Bldg. Final
Dedt Ftg.
Deck Final
we#)
Pr. Disp.
, INSPECTIUN RECORD
?,?ITY OF EAGAN PERMIT TYPE:
3830 Pilot Knob Road Permit Number: Eagan, Minnesota 55122-1897 Date Issued: ,
(651) 681-4675
i SITE ADDRESS: ' 1,a 10 - N?t??t?0 ,n lu?
101 ! t;1 .:
APPLICANT:
PERMIT SUBTYPE:
i
nliF t r4'. r iit'tl „c4
, . - . I 4.."
TYPE OF WORK:
II! ` I S' I I iIN
Nrti
i•af I !i 1 N11 ',11411
INSPECTION D• • D•
rJ
„ ? , , s?l o 0 01?
F
?
Permit Halder Date Telephone 8
S'EWER/
WATER
PLUMBING
HVAC sZx8 aa9/
Inspection Date Insp. Comments
FOOTINGS
FOUND
FFiAMING
ROOFING
ROUGH
PLUMBING I ? ? - •
.,? ' S' orr ?ur
PLBG
AIR TEST I ,7' gS/
`
ROUGH
HEATING
GA5 SVC
TEST
INSUI
GYP BOARD
FIREPLACE
FIREPLACE
AIR TEST
FINAL PLBG
FINAL HTG
ORSAT
TEST
BIDQ FINAL
DOMESTIC
METER
IRRIGATION
METER
FLUSH
MAINS
coNoucTivirv
TEST
HYDROSTATIC
TEST
BSMT R.I.
BSMT FINAL
DECK FfG
DECK FINAL
?
?
?
.
INSPECTION RECORD
CITY OF EAGAN PERMIT TYPE:
- 3830 Pilot Knob Road Permit Number:
Eagan, Minnesota 55122-1897 Date Issued:
(651) 681-4675
? SITEADDRESS: APPUCANT:
PERMIT SUBTYPE:
TYPE OF WORK:
fi1'. 41' IrtI'1 iirp4 lllll 114I1 i'IdIIFlUtVf!i
I F
?
F.WF'T1 kY W/4YN1 M k I f?
Permit Holdx Date Telephone M
WATER O 09
p
PLUMBING
HVAC
Inspection Deta Inap. Comments
FOOTINGS ?1/
lo2-/"(U
?•°V
?'/?? I/•/G'`? /7iUL?
FOUND
FRAMING
ROOFING
ROUGH
PLUMBINd
PLBG
AIR TEST
ROUGH
HEATING
GAS SVC
TEST
INSUL
GYP BOARD
FIREPLACE
FIREPLACE
AIR TEST
FINAL PLBG
FINAL HTG
ORSAT
TEST
BLDG FINAL
DOMESTIC
METER
IRRIGATION
METER
FLUSH
MAINS
CONDUCTIVtTY
TEST
HYDROSTATIC
TEST
BSMT R.I.
BSMT FINAL
DECK FTG -I "J ? ?1 oJ QD1 / A?n o
DECKFINAL zy,? ? - r
8?
S ` l15 ? ? a ? , I 4? ?
/I
EQS?s, ar
Y OF EAGAN
30 Pilot Knob Road
Eagan, Minnesota 55122-1897
(612) 681-4675
SITE ADDRESS: '' 14° ' 10-
PERMIT SUBTYPE:
PERMIT T
Permit Numbe
Date Issued:
APPLICANT:
t Rl?,:;
, ?i ; ? . ? . . • 1
TYPE OF WORK:
I 'riNKSR pf nN wtE'vtf-u+`r) FiY WAYNIF PlTI I f R
Nf
Dr w1n1 istl
rxrST iNt, Et11 1 fittici
Permit Holder Date Telephone #
PLUMBING
H VAC
Inspection Date Insp. Comments
FOOTINGS
FOUND
FRAMING
ROOFING
ROUGH
PLUMBING
PLBG
AIR TEST
ROUGH
HEATING
GAS SVC
TEST
INSUL
GYP BOARD
FIREPLACE
FIREPLACE
AIF TEST
FINAL PlBG
FINAL HTG
ORSAT
TEST
BLOG FINAL
DOMESTIC
METER
IRRIGATION
METER
FLUSH
MAINS
coNOUCTivITv
TEST
HYDROSTATIC
TEST
BSMT R.I.
BSMT FINAL
DECK FTG
DECK FINAL
CITY OF EAGAN
??830 Pilot Knob Road
Eagan, Minnesota 55122-1897
(612) 681-4675
SITE ADDRESS:
??3 { ~
PERMIT SUBTYPE:
RECORD
PERMIT TYPE:
Permit Number:
Date Issued:
N :i-?t!
7
j. f, APPLICANT:
TYPE 4F WORK:
{itlil fN11}1'.,t#ilt s?
INSPECTION
? D•
ra/a ('t . DA
_ - ?
77
L . . . . ?? ? . : .. . h ? . . . . ? . .
L ? ? -?- Y.,------. _-__ -_. .... . ?? ? . .-- -------._ ?????---------- ---??
Permk No. Permit Holder Date Telephone #
ELECTRIC
PLUMBING
HVAC
Inspactlon Date Insp. Comments
FOOTINGS
Iz -1?- 9
FOUND
FRAMING
ROOFING
ROUGH
PLUMBING
PLBG
AIft TEST
ROUGH
HEATING
GAS SVC
TEST
INSUL
GYP80ARD
FIREPLACE
FIREPLACE
AIR TEST
FINAL PLBG
FINAL HTG
QRSAT
TEST
SLOG FIIVAL
BSMT R.I.
BSMT FINAL
DECK FfG
DECK FINAL
I
?
CITY OF EAGAN
3830 Pilot Knob Road PERMIT TYPE: "; i ;' i a'{
Permit Number. ?? • n 3; r.
Eagan, Minnesota 55122-1897 Date Issued: '? • "' ? ?i ? ' ? `
(612) 681-4675
SITE ADDRESS: APPLICANT:
PERMIT SUBTYPE: TYPE OF WORK:
' ? ? ? ( ? ??-? I ' ? I • ? I?? . ? . ?
INSPECTION DA
I • DA
? 1 . 1 I : I
?
?
- - - - - - - - - - - -
Perm}t No. Pertnit Hoider Dete Telephone ?k
ELECTRIC 037(p
(,l.G. 1?1,k RfmoueJ ; yy ?O
PLUMBING
HVAC r i i
Inepectlon Date Insp. Comments
FOOTINGS y?j s
FOUND
FRAMING
ROOFING
ROUGH
PLUMBING
PLBG
AIR TEST
ROUGH
HEATING
GAS SVC
TEST
INSUL
GYPBOARD
F'^EPLACE
FIREPLACE
AIR TEST
FINAL PLBG
FINAL HTG
ORSAT
TEST
BLDG FINAL
BSMT R.I.
BSMT FINAL
DECK FfG
DECK FINAL
N
CITY OF EAGAN
3830 Pilot Knob Road
Eagan, Minnesata 55122-1897
(612) 681-4675
SITE ADDRESS: .
lWl 13
i 4 I ii+{ PERMIT SUBTYPE:
? . .1
PERMIT TY
Permit Number:
Date Issued:
???i?1.?1 rot;
.?.•?.?, io
7 /3F>
APPLICANT:
irial
TYPE OF WORK:
iI l ,, i, t 1 t 1+.114
Jiit(1 t i 1 tltV
(VA tP! !'"; Mi 0F' )
INSPECTION r• • DA
f I !). ?
?
I?I MHRk'•.: A '?'- f-i'A<<AII iI i {,PiI 1 I ', 4rf e) Itikf li f'1)4t r?Nl' I. t I+Iqi'ili4F1 tiia f l.t:i:.1'1'tl+'A1 C{ukl
? ?.
?
ParmR No. Permit Holder Date Telephone M
ELECTRIC
PLUMBING
HVAC
Inspectlon Date Insp. Comments
FOOTINGS
FOUND
FRAMING
AOOFING
ROUGH
PLUMBING
PLBG
AIR TEST
ROUGH
HEATING
GAS SVC
TEST
INSUL
GYPBOARD
FIREPLACE
FIFIEPLACE
AIR TEST
FINAL PL6G
FINAL HTG
ORSAT
TEST
BLDG FINAL
BSMT R.I.
BSMT FINAL
DECK FTG
DECK FINAL
?
CITY OF EAGAN
. 3830 Pilot Knob Road
Eagan, Minnesota 55123
(612) 681-4675
SITE ADDRESS:
i ? PERMIT SUBTYPE:
INSPECTION RECORD
PERMIT TYPE:
Permit Number:
Date Issued:
APPLICANT:
s
a
i . it ! . 101 i) i) 1,1 li?
TYPE OF WORK:
lif '.I K l F' t 1lih1
A1 1i IcAf IUPI
f',1111'1(1)
INSPECTION TYPE D, • D•
i 1?4f}! I V I;'. i o I?it I ?I ! i?
I 1 7,1i1!
? r
?
pertnit No. Permft Holder DaM Telephone •
SNV
PLUMBING
HVAC
ELECTRIC cNr- ?
ELECTRIC
Inapaction Date Insp. CommeMs
Fooiings i
Foundation
Framing
RooBng
- Rough PIb9.
Rough Htg.
Isul.
Flreplace
Final Htg.
Orsat Test
Final Pibg. Plbg. InspeClor - Notify Plumber
Const. Meter
Engr./Plan
Bldg. FiRal
Dedc Ftg.
Deck Final
?Y/a a-'e, - clee-?
Pr. Disp.
?
Ownex
Addsess
EAGAN TOWNSHIP
1 NG PERIr91T
---.._?. -.-?...---.-C-???-- . --.-..--r. Ea9an Township
Builder ..?
Address ......
-----------------... -------
DESCRIPTION
10t/
Town Hall
Da4e . . 6YH?....?r.......5!'..?GJ...
5laries To Be Used For Fron! Denfh Heigh! Esi. Cos! Permif Fee Remaxks
/? ` 1 TT.L?lora,??? ? J /?'ODO? lc? ?
AIF
Siseet. Aoad ox olher Desexipfion of LocaYion J?_Loi I Elack I Addiiion or TracS
l7? /is?-O` Sec . 9
This permiS does o! aulhorize the use of s2reeis, roads, alleys or sidewalks nor does it give the awner os his agenf
the right io exeai any siiuation which is a nuisanoe or which presen3s e hazard !o the heallh, safefy, aonvenienca and
general welfare fo anyone in the community.
THIS PERMIT MUST BE.K T P//y} I5E WHILE THE WOAK IS IN PRO
This is Yo cerfifp, ihai----
_.?F.... .? .F...l,C., .G..._..........._.has permission So erecf a....: . .............___..._......_----- upon
the abo e dESeri remise s ! a-pfovisions of the Bvilding Ordinance for Eagan T . .ship adopked April 11,
1855. ?
.._..._.._...... ._ . (.,/?.?ii.C.Se-- . Per _...--_.......__---...-- ----------- .---- ----`-... °`- -- "--'..
Chaixman of Town B0
Building Inspecior
. .
EAGAN TOWNSHIP No 675
BIiILDING PERMIT
? // .
'..'
Ownexl ... .._.._. lj F6'.Co ..... .. ..... ... . ....... ? Eagan Township
Address (preseni) -- - - --- - ??(`6? ? Town Hall
Builder ......._-'---'-'-'- ...._......v???c?r.s.-.....s-?
-......... -------------- Date/?_'1.P.
Address '---- .........................
. _.........._`----------'-------' `------.............-'---------------------
Sioues To-- Be Used For Fronf Depih Heighf Esl. Cos! Permii Fee Remarks
Q
??
_
bixeex, xoaC or otner uesanpnon oi t.ocation I Lo! I Eloek I .4dflif9on or TzaaS
2(o I S?c.
This mi! does nof authorize the use of sireefs, roads alleys or sidewalks nor does ii give the owner or his agenf
the i f!o creale anp siiuaiioa which is a nuisance or which presenYs a hasard fo the healih, safefy, convenience and
gen al welfare fo anpone in the communify.
THIS PERMIT MUST BE AE PREMISE WHILE THE WORK IS IN PRO
This is !o eerYify, thaf. _. . ......._has permission io erec?lT._. .?? . . .. ._.___.?!:. . _upon
!he al?ove described premise subjec the visions of !he Building Ordinance for To hip ado ed April 11,
1955.
_-_..._.Per ? ------- .._."__...._.'..
--- - - - -... - - - -- - --- !
Chairman of Town Board I sp¢cfor
EAGAN TOWNSHIP
BUILDING PERMIT
owne:
Address
Builder
Address
L-.
N° 1515
Eagan Township
Town Hall
Dale ....?--...CG
' ---....."'_-'--'...
5lories To Be Used For FronS Depih Heighl Esl. Cos! P
er
roi! Fee Remarks
/a -
?
'"
LOCATION d,
Sireei, Road or ofhes Descripiion of Location I Lot I B)ock I Addi2ion or Traei
',,i , i e%, %i.._ I D/o I'? 6 I S ee.9
This permit does nof 'auihoriae !he use of sfree2s, roads, alleps or sidewalks nor doec it give the owner or his agenf
the righ2 !o ereafe anp sifuafion whieh is a nuisance or which presents a hazard fo the healYh, safely, eoavenienee and
genezal weltaxe io anpone in the community.
THIS PERMIT MUST BE PT ON E PREMI$E WHILE THE WOAK IS IN PROGRESS.
....... ..upoa
This ia io cerlify, lhef----- - - - --•---_,--has permission 2o erec! a.?.._-..:e???':??: ?-?..
the ebove dsacribed pzemise subjecf fo !h pzovisions ot the Suilding Ordinaace for Eagan Township adapfed April 11,
1955.
/? .J i,-4e.
_..-----...-"'- .............?:5.............._-.............._""......-"-----... Per ._---.._......---.....--'....... g..---'P__'........_'-""--""---°'
Cheirman of Tnwn Board li.Ag Buildin Inseetor
DESCAIPTION
n
CITY OF
sIIILDING PERMIT
{?a< 2'VJInciude 2 secs uc pl3ns.
1 site plan w/elevations S
APPLZCATION 1 set of energy calculations.
> ?
,V? ? o0
To be used or aluation
Site Address h
Lot Block Sec./Sub.
Parcel
Ovner:
Address
Phone 0
I;o`ntractor•
flddress
Phone 9: ? p
P.rch/Eng. :
.
Address:
Phone 0;
Date
OFFIC JSE ONLY
- ?'
Erect Occupancy 42
A1[er Zoning r /
Repair Fire Zone
Enlarge !F Type of Const
!(ove 0 Stozies n/
Demolish Front 2 S? ft.
Grade Depth 3d it.
Apals Fees
? q Permit ? 4e ?.?
Assessment
Water/Sever Surcharge r2 A' ?i
Plan Check ;E?
Police
Fite SAC
Eng.
Planner
Council
Bldg. Off.
APC
Watet Conn.
Water Meter
Road Unit
TOTAL
ciTr oF eacaN
3795 Pilot Knob Road Eagan, MN 55722 N2 5351
f . _h PMONB: 4548100
BUILDING PERMIT APPLICATION Receipt # /X??-
re be uwa fer open Storage Value 55,000. DaYe
Est 8-7 1929
.
Site Address 3045 Hw y. 13 Erect ? Octupanty Bi
Lot Block Sec/Sub. ?-? Alter ? Zoning
Parcel # 10 00900 010 26 jjo _a(,? Repair ? Fire Zone 3
Enlarge Xt? Type of Const. II N
s Name Lllll FS1 ginaaryng Cp., IriC.
?
Move
# Stories
Z Address 3045 Hw Y. 13 Demolish p Front
_- 253 ft.
-
? Ci Eagan Phone 454=4300 Grade ? Depch k.
?
A..........1. Cna?
p Name $?
f
OU Address
Name _
Addreu
I here6y acknowledge iFwt I have read this application ond
the infortnation is corrett andpg ree to comply wi oll
State of Minnewta Statutes did'.LiN,6f,Eaaan r nanc
Signature of PermitteeZ/-'
A Bullding Pertnit is issued to:
ail work sheli be done in acw
Assessment Permit 1425.UV
Water&Sew. Surcharge 27•50
Police Plan check 74.00
Fire SAC
Eng. Woter Conn.
Planner Water Meter
Council
Bldg
Off.
.
APC 7ota1 249.50
on the express mndition that
Stotutes and City of Eagon Ordinonces.
Building Officiol
EAGAN TOWNSHIP
BUILDING PERMIT
Ownea .._ _S?."?-.......-------------
7
Address (Psasent) '-"-st..L!.'rf?------- `J.:f'^'-!Y-_.,I,3 ..........................
Builder ....'-?'.'?-'-`-..
Address ....--------._-........ ........ .......'-°--_.........................................
DESCRIPTION
N? 1110
Eegan Township
Town Hall
Dale ............. .............
Sfories To Be Used
F
or Front Depih Height- Esf. CosS Pesmi! Fee Remarks
?s
.- d' l ^3G /?i a v.
1? ? LOCATION &f
5lreel. Road ox oiher Descriplion of Location Lo! Sloek Addition os Tzaet
%D Jsn9n2 0!0 _qm
This permif doea nof auihorize the use of streefs, roads. alleys or sidewalks aor does it give the owaer or hie agen!
the righi !o creale any si2uatioa which is a nuisance or which preseals a hazard io the healih, satety, convenience and
general welfare !o enpoae in the communitp.
THIS PEAMIT MUST BE EPT ON THE PAEMI E WHILE THE WORK IS IN PROGRESS. ? .
This is !o cerfifp, lhai._i.c.?.?..? -..r-?.•?.._.?:?...e....has permission io erect a.._.?._?.,'L.`.L"'b`"'1 _'-'...................... upon
the above deacxibed Premise subjec! Yo 2he provisions of 1he Building Ordinanee for Eegan Townchip adopied Apsil 11,
1955. // R
-°-'---"--`-----&.J?r.•......?L.'._T....-----°-°--°----.._ Per .--'--......_.......:L?_'.?.".':..-.-"Gc`=??^"'-°.._......
Chairman of Zn?n Board Buildin InspLector
i -a C-
.(Zoa? s
TOWN OF EAGAN
3795 Pilot Knob Road
Eagan, Minnesota 55122
PERMIT N0. ,75
The Board of Supervisors hereby grants to Hlue Flazo Coni^xactora,
ot 6989 Washixsgtott Ave. So., Tdina
721C.
aVMUILATING Permit for: (Owner) Lull.NanufactuxLng Co,
at _ 30115 Highw$y 13 , pursuaat to application dated
17/29/71 -
Fee Paid; $28.00 Dated this 2nd day of Det38mber ? 197_L.
.50 s/c
Building Inepector
/- ?
TOWN OF EAGAN
3795 Pilot Knob Road
Eagan, Piinnesota 55122
PERMIT N0. 79
The Board of Supervisors hereby grants to Blue F1att.e Contraotora Inc.
ot 6989 'v7aahington Aue. so., Fslina 55435
a YE'''ITII"1TINa Permit for: (Owner) I'uLl- 1340 Co0
at 3c45 Higlaway J,E13, 'rzgan, ;?'N 55721 __' pursuant to application dated
12/21/71
Fee Paid: '05,45 ? Dated this 28th day of December , 197 1.
.50 c
Building Inspector
VILLAGE ON r:kGAiV
3795 Pilot Knob ttoad
Eagan, Mi.nnesota 55122
PER14IT N0. 125
The Village of Eagan hereHy grants to Bloaanic?gton A/C & Heating Inc,
of 12128 Aivexryrood Driv e, Burrlsville
a MECH. HEATIN(1 permit for: (Owner)
Lull Engineering
at 3045 Hig1gav #13 , pursuant to application dated 11/3/72
Fee Paid: $98.00 dated this 14th day of FebTUazy ? 19 73
(bi],led 4or $0.$0 surchsrge)
Building Inspector
?
Niechanical Permits:
did Total:!tg Pgop,ap
' city oF eagen
3et+S 1-1-1-1 , t 3
7HOMASEGAN
MaVOr
August 10, 1995
PAiRICIA AWADA
SHAWN HUNTER
SANDRA A. MASIN
THEODORE WACHTER
Councll Mambers
THOMAS HEDGES
Ciry AdmiNStwfor
Jim Wisnoski
Lull Industries, Inc.
3045 Highway 13
Eagan, MN 55121
RE: LULL ENGINEERING/10=00900=010=26.WAIVER OF HEARING
Dear Jim:
E. J. VAN OVERBEKE
City Clerk
Please find enclosed Waiver of Hearing # 513 for Project No. 615R. When you have
reviewed this document, please sign and notarize where indicated.
As soon as this waiver is executed, the City will be able to issue Excavation Permit No.
EX-09-224.
Please contact me at 681-4646, ff you have any questions.
Sincerely,
_ ???.?co?a?
Craig E. Knudsen
Engineering Technician
CEKJcb
cc: Thomas A. Colbert, Director of Public Works
MUNICIPAL CENTER
3830 PIIOT KNOB ROAD
EAGAN, MINNESOTA 55122-1897
PHONE: (612) 681-4600
FAX: (612) 681-4612
iOD:(612) 454-8535
THE LONE OAKTREE
THE SYMBOL OF STRENGTH AND GROWTH IN OUR COMMl1NIN
Equai Opporiunlty/Afflrmative Acfion Employer
MAINTENANCE FACILITY
3501 COACHMAN POINT
EAGAN, MINNESOTA 55122
PHONE: (612) 681-4300
FA%: (612) 681-4350
iDO:(612) 454-8535
WAIVER OF HEARING N0. 513
PROJECT N0. 615R
Special Assessment Authorization
Lull Engineering, Inc., hereby requests and authorizes the City of Eagan,
Minnesota (Dakota County) to assess the following described property owned by
Lull Engineering, Inc.: Pt. Govt. Lot 2 W of STH#13 Less Pt to RR Property
Identification No. 10-00900-010-26, for the benefit received from the following
improvements (Project 615R):
ITEM IIANTITY RATE AMOIINT
Storm Sewer
$44,500.00
TOTAL $44,500.00
to be spread over fifteen (15) years at an annual interest rate of 78 against any
remaining unpaid balances.
Lull Engineering, Inc., for itself, executors, administrators, successors and
assigns, hereby consants to the levy of these assessments, and further, hereby
waives notice of any and all hearings necessary, and waives objections to any
technical defects in any proceedings related to these assessments, and further
waives the right to objact to or appeal from these assessments made pursuant to
this agreement.
Lull Engineering, Inc., a
Dated:
sy:
Its:
By:
Its:
STATE OF MINNESOTA )
)ss.
COUNTY OF DAKOTA )
On this day of 1995, before me a Notary Public
within and for said County, personally appeared and
to me personally known, who being each by me duly sworn, each did
say that they are respectively the and of Lull
Engineering, Znc., the corporation named in the foregoing instrument, and that
said instrument was signed on behalf of said corporation by authority of its
Board of Directors and said and aclmowledged said
instrument to be the free act and deed of said corporation.
Notary Public
My commission expires:
APPROVED AS TO FORM:
City Attorney's Office
Dated:
APPROVED AS TO CONTENT:
Public Works Department
Dated:
!tiiv-lr-1'y7t? 1G::L? f7H:=:]M TECHNOLUGIE:;
Geofechnical Exploration Program
Proposed Addition - Lull IndusUies
Eagan, Minnesoca
Maxim Job No. 9858982
Prepared for:
Lull Industries
7anuary 15, 1998
JFN-15-1998 15:24 6126597348
61265`_+7_48 F.01
P. Ei1
JHN-1'?-17yC lb:-)b
M&VM
TECMNOLOGiES INf
January 15, 1998
Lull Industries
3045 Highway tt 13
St. Paul, MN 55121
Attn: Mike Irwin
f9NXIP1 TECHNULUGIES
RE: Geocechnicat Ezploration Program
Yroposed Addition
Eagan, Minnesota
Maxim Job No. 9858982
Dear Mr. Invin:
6126557346 P.02
We have compleced the geotechnical exploration and engineering analysis for the above
referenced projec[. This cepon presents tht results of our field and laboratory review pcograms,
and provides recommendations conceming the soil and gzoundwater conditions as Chey relate to
the proposed cons[CUCtion.
Rep:esentative samples of the soiis will be retained for a pcriod of 30 days from the dace of this
report, at that point they will be discazded uniess notified otherwise.
We were pleased to provide these services and look forward to continuing our services for you
for the other phases of the pmject If there are any questions regarding the informatiou conta'sned
in this report, please contact us at (612) 659-7399.
Respectfull ,
,
7John G. Stieben, P.E.
Project Managex
662 Cromwell Avenue , St. Paul. MN 55114d176 • 612-645-3601 • Faz! 612•659.7348
AuStin Research Engineers - Chen-North6rn - Empire Soils Investigations
Kansas City Testing • Southwestern Laboratories • Twin City Testing
M Alfirm3Gve RcGon i? Equst OpporWnA}' bnpbYer
JRN-15-1998 16:24 612e597348 96; P.02
J HIv-1':-177? 1b;3U MqXIM IECHNOLUVIES
GEOTECHNICAL EXPLORATION PROGRAD4
PR4POSED BUILD'iNG ADDIT'ION
BAGAN, MLh'NESOTA
MARP.vI JOB NO. 9858982
1.0 A"fRODtiCTiON
61265971348 F.03
We have completed the geoteckuucal expioration program for the proposed addition to the Lull
facility in Eagan, Minnesota. Maxim Technologies, Inc. (Mazim) was retained by you to
perfonn this exploration. This repon presents the results of the field exploration as well as our
geotechnical review and recommendations regarding the building.
1.1 Pm,iect DeSCription
T'he proposed project consists of the construcdon of an addition on [he southwest corner of the
existing Uuilding.
1.2 Service Scoce
The scope of our services for this project is limited to the foilowing:
• Explore the subsurface soil and groundwater conditions by perforcaing four standard
penetration borings each to a depth of 20 feet withiu the building area respectively.
• Visually classify [he extracted soil samples.
• Prepaze an engineering report which will inciude the field and laboratory review data,
and wr recommendatious for:
¦ Grading procedures for the building area.
¦ Foundation types and depths, aliowable soil bearing pressures with estunates of
foundation setUement.
¦ Sapport for floor slabs.
/?
JRN-15-1998 16:25 6126597348 ? 97;
P.0s
JHIJ-15-1958 1E:31 I7HX1M TECHNOLCiGIES 612655'=48 F.E4
Maxirn Iob No. 9858982 Page - 2
2.0 FIELD TESTPiG PROGRAM
A[otal of four standard penetration test borings were performed on lanuary 9, 1998. The
number, locations and depths of the soil borings were detecmined by Lull Industries and Maxim.
The apprvximate boring locations are shown on the Boring Location Plan included in Appendix
A of chis repozt. The ground surface elevataons ac the boring locations were taken at the sice and
ref'erenced to the slab elevation of the existing building. The reference point is assumed to be
at elevation 100.0 feet.
The soil borings were performed with a rotary type drill rig mounted on a truck using
cominuous hoilow stem augers to advance the boreholes. Representative soil samples were
ohtained using split-barrel sampliqg procedures. Water levei observations were made in the
boreholes during and upon completion of the drilling and sampling operations. During the field
operations, the drill crew maintained logs of the subsurface conditions including changes in
stratigraphy and the observed groundwater levels. The logs are included in Appendix A. Afrer
complction of the drilling operations, the boreholes were filled.
Sampling and classifieation of soils were performed in general accordance with American
Standards for Testing and Materials (ASTM) procedures and are described in Appendix A.
2.1 Site Conditions
Currently, the site is occupied by the current facility. The area where the addition wiil be
placed is currently vacant. The sice is somewhat level based on the borings have relative
elevation differences of ±4 feet.
2.2 Su6surface Conditions
The subsurface condicions encountered at the test boring locarions are shown on the test boring
logs. The bozing logs also indicate the possible geologic origin of the materials encountered.
We wish [o point out that the subsoil conditions at other times and locations on tUe s'tte may
differ from ehose £ound at our test Iocauons. Tf different conditions are encountered during
construction, it is necessary that you contact us so that ouz recommendations can be reviewed.
MAW
JAN-15-1998 16:25 612659734^0 97%
P.84
JHN-17-lyy? 1?: 31 MHr.111 TECHNOLOGIES 6126597348 P. 65
Ylaxim Job No. 9858982 Page - 3
The soils encountered in the borings consist generally of a layer of silty sand filt or sand topsoils
overlying mixed alluvial silty sands to depth. Based on N values (penetration values), t6e
consistencv of the mixed aUuvial soils zanges from very l0ose to dease.
23 VVater Level Conditions
Watcr level observations were made during and at the completion of the drilling operations.
Based on this data, water was not noticed at any of the boring locations. In generai, water
levels may fluctuate throughout the yeaz depending on variations in the amount of precipitation,
degree of evaporation, surface run-off characteristics and other related hydrogeologica] factors.
3.0 LABOFtATORY TESTING PROGRAM
The soil samples obtained during [2te drilling operations weze logged, labeled, sealed and
delivered to our laboratory for fuzther rtview and tesung. The soil samples were cia55ified in
general conformance with ASTNi Standards by a Maxim geotechnical engineer. The data
obtained from the fieid are shown on the boriqg logs in Appendix A.
4.0 REVIEW A1VD RECOMMENDATIONS
Based on the information obtained from our geotechnical work and our understanding of
assumptions of the project data, we made our engineering review whzch resulted in
reeommentiativns which are presented in the following scctions. If any of our understanding or
assumptions are not cornct, or if condidons observed during consuuction are significandy
different than those encountered in our geotechnical work, Maxun should be contacted
immediately so we may review our recommendations.
4.1 Projett Data
We understand the new construction will consist of a one to two story slab-on-grade building.
Currently, we have no information on actual foundadon loadings. However, we anticipate
maxunum column load could he on the order of 75 to 100 kips and the maxunum bearing wall
load should not exceed 5 kips per lineal foot. The building slab elevation is proposed for near
the existine elevation of the current facility.
lVWX11V1
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JAFF15-1998 16:26 6126597348 97%: P.05
JHN-15-1595 1E:32
Maxun Job No. 9858982
MFii:IM TcCHNULDGIES
6126597346 F'.06
Page - 4
4.2 Site Preparation
We zecommend the site preparation for the planned construction inclade removal of the existing
fill and kri=hly organic topsoil (if present) and all fmzen surficial materiais. The following table
indicates the minimum depth of excavation at specific boning locations.
Boring Number Surface Blevation
(ft) Minimum Excavation
Depth (fc) Elevation of
Campetent Soils (ft)
B-1 97.5 3.5 94.0
g_2 94,5 3.5 91.0
B-3 96.1 1.5 94.6
B-4 98.3 1.0 97.3
Since the depth of uasuitabie soil can and ofren dces vary between test boring locations, the
excavations for the building should thcrefore be observed by the geotechnical engineer or his
representative Lo document the exposed soils before new fill and footing placement. Some
contingeqcy should be provided in the project budgeting for excavation that extends below or
around the excavation azea noted.
Once the unsuitabie surface materials are removed, we recommend che surface be compacted
four passes in each perpendiculaz d'uection with a heavy smooth drum roller. Upon eompletion
of the surface compaction the area can be brought to the design grade by che plaeement of
eneineered fill.
Ff the excavation extends below the bottom elevation of the foundation, we recommend that the
excavation at the footing locauons be lateralty oversized at least one foot for each foot (i.e., 1:1
lateral oversizing) it extends below the lwttom of foundation. This 3ateral oversizing is
necessxry to properly distributt the foundation loads through a new fill. A drawing showing the
recommended oversizing is included in Appendix B.
/YIRt)QIYI
TRN-15-1998 16:26 6126597348 ' 97i
P.06
JGN-15-1998 16: 32 MRXIM TECHNULOGIES 6126557348 F.p?
Maaim Job N0. 9858982 Page - 5
To avoid undermining the existing foundations, the excavation should not be performed with the
zone extendin; downward at a 45 degree angie from the existiag footings. If excavation in this
zone cannot be avoided, the exiscing footings should be underpinned during the excavation
proceduxes. In addition, care should be exercised during compaction adjacem to the existing
building so as no< <o damage the existing structure.
En=incered fill wili be reqtured to attain [he desired final grades. The engineered fil3 should
prefcrably consist of sand (SP or SP-SM) having less than 15 percent fines passing the #200
sieve. Any required fill should 6e placed in thin lifts not exceeding 8 to 12 inches in thickness,
and be compacted to at least 98 percent of the Standard Proctor maximum dry density
(ASTM:D698-91). The till supporting floor slabs should be compacted to at leasc 95 percent
of [he Standazd Proctor. The moisture conteat of the new fill should be maintained wiihin ±3
percent of the optimum as determined by the Standard Proctor test.
4.3 Discussion of Fouadation Preoaration Alternativ_es
We understand the owner is also considering an option with reduced earthwork. If the owner
wants to assume some risk, the site could be prepaxed by stripping che frozen and highly organic
soiis (if present). Once stripping is complete, the existing filt could be sudace compacted four
passes in each direction with a heavy smooth drum vibratary zaller and then placing engineered
fill to arade. This option reduces the earthwork cosu but also adds the risk of variable support
within the existina fill, if thr. fill is deeper than an[icipated.
a_
4.4 Dr'1Qaee
Site drainage shoutd be maintaiired during and after construction. The site should be adequately
graded to pmvide surface runoff away from the proposed building in all directions so surface
water dces not colleci within the excavation bottom or below the spread footing foundation.
4.5 Foundations
It appears feasible to support the pmposed building on spread footings. Upon completioa of the
site preparation as outlined in Secr.ion 4.2, the foundation should bear on engineered fill or
/YIA?OM
ipN-15-199° 1E:2E 612E59?348???? 97% P.07
JHN-15-1598 16: 32 MRxflI TECHNULLGIES 5126597348 F'. 68
Maxim Job No . 9858982 Page - 6
naturai mixed aUuvial soils. R'e recommend that the foundations be designed for a maximum
net allowable soii bearing pressure of up to 2,500 psf.
A factor of safety of at least 3.0 against foundarion shear failure was considered in the above
recommended design bearing pressure. Based on the above recommendations, we estimate
maximum rotal settlement of the foundations of aQproximately 1 inch, and the maximum
differential settlement may be approximately 1/2 inch or less.
All perimeter foundations in heated building space should be placed at a mininnum depth of 42
inches below exterior grades fox frost protection. Interior footings may be placed at any
convenient depth below the floor slab. In unheated areas where deeper frost peneuation may
occuz, we recommend that the foundations have a minitnura soil cover of 60 inches for frost
protection.
Ic shouid be pointed ouc that rigid struc[ural connections between the new addition and the
existin; building are not ideal. Because of the nature of the foundaaons and supporting
materials, some vertical movement between the existing and the new structure should be
expected. These moveme[rts will include both foundation setclement and elascic movement of
the foundation materiai and suuctural elements. Therefore, we recoaunend thac appropriate
join[s be installed between the new and the existiqg structures to provide rolerance for vertical
movement.
4.6 Floor labs
Floor slabs should he placed dimtly on engineered fili. Particular attention should be paid to
propcrly compacting the fill against the foundations and beneath the floor slabs. The floor slabs
may be designed to be structurally independent of the building foundations or wails.
We recommend that a minimum 4-inch ttrick, freedraining granular layer be placed under the
floor slabs. This layer ahould consist of uniformly-graded sand or gmvel with less than 5
percent passittg the #200 cieve. In addition to facilitating fine grading for easier slab
construction, the rranular layer provides a capillary break to minim;ze moisrure transmission
MAM
..._...........
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JaN-15-155E 16: 33 I7R;IM TECHNOLOUIES 6126597348 P. 69
Maxim Job No. 9858982 Page - 7
from the subgrade to the floor slab. A polyethylene vapor membrane should be added for
moiscure protection beneaEh the floor slabs. With the use of a membrane, we recommend it be
placed beneach the gxanular layer to minimize the potential for concrete curiing.
4.7 Subsurface Water Coauol
As indicated in SecEion 2.3 of shis report, the observed groundwater level in che soil borings
depends on normai variations in precipitacion and surface runoff amounts. It appears based on
water not being noticed it should not effect the proposed construcrion. Additionally, surface
water shou{d be controiled by maintaining positive surface drainage away from the building.
4.8 Genera! Comments
We also recommend ihat all geotechnically related work, including foundation construction,
subgrade preparation, and engineered fill placement, be observed by the project geotechnical
engineer. The geotechnical engineer wiil perform approgriate testing to verify the geotechnicai
conditions which have been anticipated during the prepazation of this report.
5.0 COA'STRUCTION CONSIDERATIONS
5_1 Excavation Safetv
All excavations should compiy K-ith the requiremenu of O.S.H.A. 29 CFR, Part 1926, Subpart
P, "Excavations and Trenches". Ttus document scates that excavacion safety is the responsibility
of the concractar. Reference to these O.S.H.A. requircmems should be inCluded in the project
specifications.
5.2 Field Observations and Testine
As variacions in soil conditions may exist at locations and elevations other than those of our
borings, we recommend the geotechnical engineer be retained to observe the soil conditions
during site preparation. We recommend in-piace field density tests be performed on the
compacted new fill as detailed in Appendix B. Likewise, we recommend all other associated
testing such as concrete> reinforcing steei placement, structurai steel, etc., be performed by a
firm familiar with the initial and overall design of the project.
MA=
JAN-15-1499 15:27 E126597348 • 97i P.09
JRN-15-1598 16:33 MRXIM TECHNOLOGIES 6126557348 P.10
Maxun Job No. 9858982
5.3 Winter Constt'uction
Page - 8
Since soils undergo moisture volume expansion upon freezing, we are enclosing in Appendix B
an information sheet enumerating ehe precautions which should be observed during winter
constnaction in case the soil work start prior to warmer conditions.
5.4 Soil Sensitivitv
The silty soils are suseeptible to disrurbance from conscruetion traffic, espeeially in wet
conditions. Positive surface drainage should be maintained so water does Aot pond on site.
Care should be exercised so as not to disturb these soils, which may require addicional
excavation. Likewise, groper excavating equipmenc should also be utilizxd in che excavating
process as not tn unnecessazily disturb the existing soils.
6.0 xEEMaxxs
The recommendations contained in this zeport represent our pmfessionai opinions. The soil
[esting and geotechnicai engineering services performed by Maxim foz this project have been
conducced in a manner wzth that level of skill and care ordinarily exercised by other membexs
of the profession cuzrently praCticing in thi5 area under similar budgetary and tune constraints.
ho warranty, expressed or implied, is made.
This report was:
r
Prcpazed by Tteviewed by -- C4/L---2; Jo G. S[ieben, P.E. Ahsattur Siddique, P.E.
/VU1?C(IYI
JRN-15-1998 16:27 6126597348 ? 97%
P.19
IRN-15-1998 15:35 MA::IM TEI:HNOLOGIES
APP'_?A
Bt3RING LOCATION PLAN
BORIlVG LOGS
612E557348 P.11
SYMSULS AND TERNMOLOGY ON TEST BoRING LOG
FIELD EXPLOTtATION PROCIDURE5
SAN-15-1998 15:28 e12E597348 97%
P.11
JHN-17-1?-y6 1G:=4
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?HN-15-1598 16:=4 hW?:IM TECNNOLOGIES
6126597:i48 P.13
LOG OF TEST BORING
aoa wo. 9858982 VERTIGL SCALE ]" =$' BORIpG N0. B-1
PRQJECT P'KOPOSED LULL ADDTI'IOR. BAGAN MIIVNESOTA
DEP7N DESCRIPT;pN OF NaTER[il
OIOGIC N SAIIPLE UBORATaRY TESTS
FEE1 rSURFACE ELEVATION gJ,s pg{GIW CR YL k0. TYPE W D LL VL or
FILi - mostly silty ssad with a litQe gravel, brown Fill
? 1 I-ISA
3.0 20 2 SB
3.5 SILT'1' SAND, moist, medium dense, dark brown "-" To
(Slvo Mixcd
SILTY SAND with a little gtavel, fine to medium Allu`'"ur'
graiaed, moist, medium dwse to dense to medium
dense, btown (Slun
? 24 3 SB
..
i:.
48 4 SB
20 5 SB
18 6 SB
t
t >. 16 7 SB
17 8 SB
21.0
End of Boring
MATER LEVEL MEASUREMENTS SiART 1-9- 98 COMPLETE 1-4- 98
DATE TIME ?P?ED CASING CAYE•IN BAILED DEGTNS ?7ER MEIXOD a 1:15
DEPTH UFPTN DEPTX IEYEI 3 114" HSA to 14 1/2'.
1-9 1:15 21' 19.5' - Ivoue
xacrx• easr•
CREY LNIEf T. Whi}C
? 1?R A Iv iLs
tVuaJaatTa
SRN-15-1998 16:28 6126597348 P.13
16.34 MRX(M TECNNGLUUIES 6126597348 P.14
LOG OF TEST BORING
JOB KO. 48?9? YERTICAC SGALE I" ° 31 BORING N0. B-2
rxaECr PROPpSED LIILL ADDI"fIQN. EAGAN MIINRtTFSOTA
DESCRIPTION UF NATERIAL N ?FLE lAeORATORY 1ES75
OECTM EOLOGIC
FEEi SURFACE EIEVATION ?_5 ORIGIN CR Vl 1W ttiE N 9 LL Pl or
FiLL - mostly silty sand with a little gravel, browo, Fill 1 HSA
froua co 1' thea moisc
2.5
SSLTY SAND, fiae grained, moist, medium dease, '. Topsoil t4 2 SB
3.5 duk brown (SM)
SILTY SAND wiW a liWe gravel, moist, medium ^ Mixed
4.5 brown (SM)
dense ASluvium
,
SAND, fiae graiaed, mvist, loosc w medium darse, 3 SS
brown, with lenses of silty saad (5? y
16 4 SB
9.0
SILTY SAND with a Gttlc gcavel, fine and medium
grainod, moist, dense, brown (SM)
37 5 SB
31 6 SB
41 7 SB
100 S SB
21.0
F.nd of Boring
HA7ER IEYEI 17EASVREMENiS STFRT COMPLETE 1-9- 98
DATE TIMf SWLFD
DEPTx GS1NG
DEPTH CAY.-IN
DEPTH gpIIED UEG7H5 WATER
LEYEL MET„OD ? a 1Z:LO
3 1/4 EiSA to 19 1/2 .
1-9 1220 ZI' 19.5' Noae
NpqTN' EAS7-
CREL CMIEf T. VVIIItC
M A Y iM
>a?4
JRhl-15-1998 16:28 6126597348 F.14
JHN-17-lyy? lb:Sa MNX119 TECHNOLOGIES
6126597348 P.15
LOG OF TEST BORING
Jos No. 9858982 YERi1Gl SCALE 1" = 3' SORING N0. $-3
vaaECT PRQPOSED LULL ADDTI'ION. EAGAN. MINNTE'SOTA
DEDTX DESCRIOTION Oi lLITERIAL N
SNM
FIE
LABORATORY T£ST
S
i
EEi SURI?qCE ELEVATtqi EOLOGIC
ORIGIM J
o?
CR
uL
x0.
tYcE
Y
D
LL
PL Ou
or
SIL1Y SAND with a liule gravel, dark bmwn, Topsoil
frozen to 1' (Slvn 1 HSA
1.5
SILTY SANA, 5ne giained, moisi, very loose to ? Mixed
loose, brown, with ienses of silt (SM) ' Alluvium
9 2 SB
4 3 SB
8 4 SB
9 5 SB
11.5
SB,TY SAND with a lialc gnvel, fine gniaed.
12.5 moiat, browa, with lenses of si![ (SK
SII..TY SAND with a little gnvel, medium gcaiaed. 44 6 SB
moisi, medium dense, brown, weth a layer of gravd
from 12 1/2-13 112 (SM)
12 1 SB
12 8 SB
21.0
End of Boriag
Y.4TER IEVEL MEASUREMENTS START 1.9-98 COMGLETE I-9-98
DATE TIME ?P?? ?SING CAVE-IN gp??ED DEPTHS WATER METxOD a ??:IS
DE?TN DE7TN UEPTM LEYEL 3 114" HSA W 19 1121.
1-9 11:15 21' 19.5' No?u
NORTH- F45T:
CREM CXlEF T. WItitC
. 1LR A V " N
lTiti.LfilVa
JAN-15-1998 1E:29 6126597348 P.15
l?•?D I'IH7U19 It?-MNULUlj1tS
61Gb7Jf,546 F'.1b
LOG OF TEST BORING '
ioe Ho. 9858982 VERTICNL SCAIE Y° = 3' BORING NO. B.4
iROJECT PROPOSED LULL ADDiTION EAGAN MIIVNFSOTA
DESGR3PT10N OF FLITERIAL N ?P? ??TORY TESiS
DEOTN EOLaGIC Qu
iN
FEE7 SURFaCE ELEVATION
?-3 ORIGlN or
CR Nl N0. TYPE V D lt 7l or
SIL1']' SAND with a liule gtavel, uiedium grained, " Mized 1 HSA
loose to medium dense, browa. froua w 1' c6en Alluvium I
moiet (SM)
1
10 2 SB
17 3 SB
6.0
SAND, fiae gnined, moist, medium dwee, brown,
with a leas of silty sand (SP)
g p 12 4 SB
SILTY $AND with a litUe gravel, fine to medium
graiued, moist, medium denee, browa, witb a few
teases of silt (SM)
12 5 SB
19 6 SB
16 7 SB
21 8 SB
21.0
End of Boriag
WATER LEVEI MEASUREMENTS STqRT 1-9-SS GOMPLETE 1-9- R&
a 1U'2$
DATE
I I
TIME SAMVLED
OEPTN CASING
DE7TX CA'!E-!N
pEPiH
?ILEO DEPTNS WiT£R
LEyEL METXW
3 11411 HSA to 19 1/2'.
1-9 10:25 21' 14.5' None
xORTN: EA57:
CREY CNIEF T. WItitC
M A Y iM
JAN-15-1998 16:29 612E597348? P.16
JNN-77-1??d 16:35 MRXIM TECHNOLOUfES 612655T48 F.17
SYMBOLS _AND TER1vLPi i4LOGY ON TEST BORLNG LOG
snMor.s
Dn7ting and Sampling Iaboracocp Tating
S^°?I Desmptbn S,vr.fbal Dtftrie[ian
}[SA 7-:I6' I.D. M1oUow mm au6c= 'x' 'H=: wnmat, ,°. (.LTiti(" D 2216)
FA
? 4•,6' or IO' dismccr ttighc w;e: D Dry d<asiry, pc;
!?iA 2',4• at 6' ha? auycr LL Liquid lir.tit (.i$':, ! D:il3)
_DC 2•trz-.4'3' or 6' uea ce.e cesiny PL Ytastic limit (ASiAt D=518)
ac
PD SiiC A. 8 or Yrp¢iy cyjnc
Pipe QriII or t:anouc mbe ?. jyye? ? jy? Cefsmn (QY et RQo
)^
CS Ceadnuovs ipli[ bacm aapling Qu Uncenl??ced eeatpr.uire saeastti, psf (AMt D 2166)
DK D:i3Jing ecad P9 7exwme¢r teadin5. uf (.u"at D 2558)
IW Jesia; warct :s Tonanc reMin;. tst
Sd :' Q.D_ iQGt bucel bsnPiiaS G SpeeJc grlriry (ASC%( D 853)
L 2.tP_• or 3-I/2' O.D. S8 liser aetpk SL Shrirtkaqc {imip (A$'[M Q 427) .
T 2' or 3' Csin wa11eQ otbe smpte ' OC OrSanic muen[ . Gemftumae meQeM (ASL,r( D 2974)
'>7T 7- thia watleG m6e asio; pi¢Ler sampler S? SWeli pr_uvn. aF (JSb! D 4546)
TO 2' or 3' ehin walled mbe nsins pacrbe;= ampter P$ Fateau swe{t ondcr paswr. (ASTSt D 4340
W Wuh samPk FS Fta mII. .: (AS'[14 D+3+61
8 Bag ssafle SS Sluink sw<R. N(ASTbt 1) 4346)
P Tesc pic nmple pEi 8ydmsea iort somnc ->tent Ne9wd (,55TSt D 49:2)
_Q BQ. P(Q. or PQ wimline system SC Sulhtt coqmu partt/au7lion or mi/i •
C rX, BX.or NX dou6le mEe barvcl CC Chloride Wnten[, parcTlmil(ip11 or mg/[
N Sceaard peaeaaeers tsn, Dtows pc: Foot C. Oae dimea=iam( conuiiEsraa (ASt}( D 2425)
Ci Cost r_cv.cry, paccnc ' Qe' T:iuiat corapmaiou (ASTAt D 2630 aad D 4767)
WL Warer levet D.S.• Dirc:tsheu(ASISfDoVO)
S wam:lerN. X. CxlSeiacof rseabil' ellsa
P< uY. (AS:bID?s.i4)
YJ[R Ne messur.mea r=oided. Pdmzniy dw ro pmex of Erilliag P.
7iNtok rctt (ASI1f D 46fn .
or eo?.n; P.ui3 DFi• Dou6te hrdeomexr (ASTINf D 031)
I-LA.' Psrtiek sise uviysis (AST}t D 422)
, R L+boaary eleea:ezl [aisdvip, aEm-= (ASilt G 57)
E. Fr_ssur-:eitte: de!oraadaa 7tadulus. Ct (AST14 D 4718)
pLt• Psmmmeac = (ASTbt D 4719)
YS• iK1d vue sleu (AS1[ D ZSZ)
DC• Infd:cvmexr tac (.iSSM D 3383)
2QD Rak qwliry desi;nadoa, yes:ac
' Rea:la sko+a oo se3r.hcd Csc shea ar snob
•• ASCSL CtsisuW Aeercgiaa Sociery fot Tet* aM NLverials
rx:rMoLocY
Par:ic:c Sizes ? Soil Layering and 3loisn:: e
T'Ve $ixt Rsr.a! Term Niaua! OD?emAon
Boutde:s ? t'_- Lo„-ursdort Up ro tJa• fpsek resetm -
CaZCks 3'•12" VarrH .llce.:stiz;tur,iueome(r.ycos6iestioaaCcay,
C? jR'/e: 316' -3' filC fNC SYd. 0[ qI0i5 '
PL:;nre: 9: aicve - SI<• . L-mcs Sma4 pocxrs ol aiGerst se;u in a miL mass
Cears: s;:.d ;6 .:IO sicv:
'
Sca:ilicd Ute.rwin li 's of r ?
? S?? or talae
T
A4?ir:c ssrt ;:0 -,{40 siere Lsyr. 214• w i?
•t k seamm
F.^.c u:a :40 • T_'00 emre Dry PowCe.y, ao mdasble mmt .
. SD[ 100:. yusi:.; :100 fisre aed > 0.005 :.ra Moisc Damp. Jcle-m aeun2oA '
C!3y ICQw fax{4.-200 S:['/C 3I'.d < 0.003 Wst!.^J!3[f.t; pSNtO{75 70a EG!OW d3ft[
' Wec Satuntti, sGm liqu:d limic
Gnvel Coateat ' Staadard Penecradon R'siststsce
Cas:saGnLmed Soi2s I FIne-Gnined Soils ? Cohesionlst SoFis I Cohesire Sa3s .
'. Gn?d Dac:iction N. Cn.el Daeviotiort ?•??'aIue As3eti.e Dea?itv \.Y?^lue Can+ls<enr
=' :3 A Iizl: ;ZVeI e 5 Tzce oi jnve: 0• c W_rt ieou 0-4 Vc.y solt
16 - e9 wi= g:ve'. 3• 13 A:i::e =n+ei $- 10 L-ose 5-8 Sofc
16 .-0 Y.'ic1 Srrci 1 t- 3a Nlcdi:-t 2e:s< 4- 3S r:=
:1 -;9 Cnvelly il - SO De.-.sc 16 - iJ FEsr!
. > .40 ve.y de.ue > 30 Ve.y Y.sr2 ,-
??
JRN-15-1998 16:36 6126597348 97% P.17
JMN-1?-lyyN 1b:56 MN>;IM TECHNGLGGIES 612659'348 F.18
FIELD EXPLOKA'TION PROCEDURES
Soil Satnplin
Soil sampling was perforzned in accordance with ASTM0I586-92. ITsing this procedure, a 2"
O. D. spli[ barrei sampler is driven iuto the soIl by a 140 Ib weight falFing 30". After an initiai set
of fi", the number of blows required to dcive the sampler an additional 12" is known as the
peneaation resistance or N value. 'I'he N value is an index of the retative densiry of cohesionless
soils and the consistency of cohesive sozks. Thin wail tube samples were obtained accoxding to
ASTM:D1587-94 where indicated by appropriate symbol on the boring logs. Rock core samples,
if caken, were obtained by rotary drilling in accordance with ASTM:D2113-93. Power auger
borings, if performed, were doae in general accordaace with ASTM:D1452-90.
&ofl classifcation
As the saznples were obtained in the fietd, they were visually and manually classified by the crew
chief in accordance with ASTM:I}2488-93. Representative portions of the samples were then
remmed to the laboratory for further examination aad for verification of the field classification.
Loss of the borings indicatin; the depth and idenrification of the various scrata, the N value, the
laboracory test data, water level informatiou and pertinent information regazding the method of
maintaining and advaacin-, the drill holes are attached. The descriptive terminoIogy and symbols
used on the boring logs aze also attached.
?
JRN-15-1958 15:39 6126597348?????? 97%
F.1a
JHN-15-1?58 16:3E MRY.1M TECHNGLOGIES
EIFPFNDIX $
EXCAVA'I'ION OVF.RSIZING
COhTSTRUCTFON OBSERVATTON AND TESTING
E12659' -?48 P. 19
PRECAUTTONS FOR EXCAVATING AND REFII.LING DURING COT.T) WEATHER
JfiN-15-1598 16:36 61265q?348 R.19
JHN-1t-lyy6 16:36 MH-:IM TECHNGLOGlES
612C59734E' P.20
EXCAVATTON OVERSIZING
NORALIL EXCAVATTON
uiNiuuM
zzuvAnoN
UMiTS
Z///
SALrfSFMNO
REOUIaEAfFNrs ?
I D
COUPtTEM SWLS
54PAMP OB EXTREMELY SOFT SOIL EXCAVATION
uINwuu
IXGYAlWN
- 29
CCupETEM SCP.S I I
C:\GEO0wGS1GE0TtCH\OVER512E MeVIM HOT TO SCUE
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SAN-15-1998 15:31 6125597348 97% p.20
JHtV-17-lyyC 1t: s; I'1Rr,'ll7 TECHNOLOGIES
6126557348 P.21
CONSTRUCTION OBSERVATIONS ARD 'i'ESTLriG
The recommendations made in this report have been tnade based on the subsurface corniitions
found in the borines. Ii is possibie that there are soil and water condirions on site that were not
represenred by those borings. Conscquently, an-sice obsetvation duriuig consttuction is considered
iniegral to the successfisl imQlementation of the recommendations. We believe chat quatified field
personnel need to be oa site at the following times to observe the site conditions and effectiveness
of the consrruction.
We recoinmend rhat the completed excavation and prepared subgrade be observed aad tested by
a soils engineerltechnician prior to fiil placement or consuuction of any foundation elemenu.
These observations would be necessazy to judge if all tu3suitable materials have been rcmoYed
from within the planned coastruction azea and that an appropriate degree of Iateral oversize bas
been provided for in those areas where fill wiil be piaced below the bottom of foundacion grade.
We recommend a representative number of field densiry tests be taken in all engineered filI placed
to aid in judgin, its suitabiliry. We suggest that at leasi one density tesc be performed Por at least
every 2500 square feet of engineered fill placed for every Z' of filt depth. Additionai tesrs should
be taken where confined areas are compacted. Any proposed fill material should be submitted to
che labvratory for cests ro check compliance with our recommendatioas and projecc specifications.
?
JAN-15-41998 16:32 6126597341S • 97%
P.21
?nrv-1?-177ti 1b3C 19HX119 It?HNULUGItS bl?b7y7345 N.cZ
wPRECAUTIONS POR E%CAVATING A1VD REFILLING DITRFPiG COLD WEATHER
The winter season in this azea presents specific problems far foundation construction. Soils which
aze allowed to free2e undergo a moisture volume expansion, resulting in loss of densiry. These
frost-expaaded soils will consoliciate upon thawing, causin¢ settlement of any structure supported
on them. To prevent this sett[emenc, frost shoald not be allowed to penetration into the soils
below any proposed structure.
Ideally, winter excavacion should be Iimited to areas small enough ro be refilled to grade higher
than footing grade on the same day. Typically, thesc atcas shoald bc fclled to floor grade.
Trenching back down co unfrozen soils for foundadon consuuccion can rhen be paformed jusc
prior to foocing placecnent. The ezcavated trenches should be protected from freeziag by means
of insalating or heating during foundarion construcdon. Backfilling of the foundauou trenches
should be performed immediately after the below-orade foandation construction is finished. In
addition, any interior footings or footings designed without frosc protection should be extended
below frosc depth, unless adequate precautioas are taken to prevent frost inuvsion until the
building can be enclosed and heated.
In many cases, final grade cannot be attained in one day's Eime, evea though small areas aze
worked. In the event final grade canaot be attained in one day's time, frost can be expected to
develop overnight. 7he depth of frost penetration can be m,^+n+;zed by leaving a layer of loose
soil on top of the compacted material overnight. However, any frost whicfi forms in this loose
layer, or snow which accumulates, should be completely removed from the fill azea prior to
compaecion and addi[ional soil plaeemenc. Frozen soils, or soils eontauung frozen materiai or
snow should never be used as fill material.
Afrer che srruccurc has been enclosed, all floor slab azeas should be subjected to ample periods of
heating co allow thawing of the soil system. Alternatively, the frozen soil can be completety
removed and be replaced with an eneineered fill. The floor slab areas shouid be checked at
random and representarive locations for remnant areas of frost, and densiry [ests should be
performed to document fill compaccion prior to siab pIacemeut.
Due co the potential groblems associated witlt fill placement durin; told weather, any filling
operacions should be monitored by a full-time, on-site soils tectutician. Fuli-time moniioring aids
in detecting areas of frozen material, or potential prob[ems with frozen materiat within the fill, so
thac appropria[e measures can be taken. The choice of fill material is particulariy imporranc durin;
cold weather, since clean graIIUlaz f ll ma[erials caa be placed and compacted more efficiently than
silty or clayey soils. In addition, oreacer magnicudes of heaving can be expected with freezing of
the more frast susceptibie silts and ciays.
If more specific frost iaformation or cotd weather data concerning other consuuction materials is
required, please contact us.
MAW
JRN-15-1998 1E:33 6126597348 97% P.22
ENVELOPE SYSTEM PERFORMANCE COMPLIANCE CALCULATION PROGRAM
VERSION 2.4
U.S. DEPARTMENT OE ENERGY
VOLUNTARY PERFORMANCE STANDARDS FOR NEW COMMERCIAL AND MOLTI-FAMILY
HIGH RISE RESIDENTIAL BUILDINGS; MANDATORY FOR FEDERAL BUILDINGS
CITY: 190 Minneapolis MN BUILDING: LOLL BUILDING
CODE <B,C,H>: Both Heated and Cooled DATE: 12-24-97
FENESTRATION VALUES: 89 Fund.
ENVSTD Version 2.4 - February 1993
WEIGHTED
AVERAGE CRITERZA
------- ---N---- -- NE------ E----- 5E ------ 5----- SW------ W----- NW- ------- --------
WL AREAJ 2000 1625 2000 1625 I 0.000 I 0.270
GL AREAI 0 0 0 0 1 WWR I WWR
SCx I 1 0.000 I 0.606
PF 1 0 0 0 0 1 0.000 I 0.000
VLT I 0 0 0 0 I 0.000 I N/A
Uof I 0 0 0 0 I 0.000 I 0.520
WALL Uol .087 .076 .069 .087 I 0.089 I 0.071
HC I 6.9 6.9 6.9 6.9 I 6.9001 1
INS POSI 2 2 2 2 1 N/A I N/A
EQUIP I 1 1 1 1 I 1.000 I 1.000
LIGHTS I 2.25 2.25 2.25 2.25 I 2.250 I 2•000
DLCF 1 0 0 0 0 1 0.000 I 0.000
------- -------- -------------- L O A D S--- ------------------- -TOTAL- -------
HEATINGI 6.509 4.561 5.281 9.878 I 21.299< 22.781
COOLINGI 4.326 3.621 4.990 3.413 I 15.851< 34.915
TOTAL 110.835 8.202 9,771 8.292 I 37.099< 57.695
**"** ***** PASSES EXTERIOR WALL TOTAL CRITERIA *** *******
OTHER ENVELOPE REQUIREMENTS
ENVSTD Version 2.9 - February 1993 CRITERIA
MAXIMUM PERCENTAGE OF ROOF AREA IN SKYLIGHTS: DESIGN MAXIMUM
----------------------------------------------------- ----------- -------'---
Percentage of Roof Area in Skylights: I I
Visible Transmittance of Skylight I I
Design Lighting Footcandles of Space (30, 50, 70) I I
MAXIMUM ALLOWABLE Uo: MAXIMUM
------------------------------------------------------ ------------ ------------
Roof 1 .0254 < 0.047
Wall Adjacent to Unconditioned Space I I 0.116
Floor Over Unconditioned 5pace 0.090
MINIMOM ALLOWABLE R-VALUE:
- - - ---- -- ------- - ------ ----- --- - -
Wall Below Grade
R-Value of Concrete S1ab Insulation
Heated or Unheated Slab (H/U)
Horizontal or Vertical Insulation
Depth or Width of Insulation (24,
------•.+•..?.+
PASSES OTHER E
MINIMUM
------------------ ------------ --------
I I io.s
I 11.5 > 6.0
I Unheated I
Position (H/V) I Vertical I
36, or 48 in.) I 36 in. I
-----------------------------------
?VELOPE REQUIREMENTS ******?**
612-690-5525 FINN DRNIELS RRCHS
821 P02 JAN 19 '98 10:20
?
! Metropolitan Council
j Working fnr the Region, Planning for ihe Future
Environmental :
January 8, 1998 '
Joe Voels
Consuuction Analyst ;
City of Eagan
3830 Pilot Knob Road
Eagan, MN 55122 ,
DearMr. Voels:
The Metropolitan Couacil Environmental Services Division has determined SAC for the
Lull Imernational Addition located at 3405 Ii'ighway 13 within the Ciry of Eagan.
• ?
, This project should be charged 1 5AC Unit, as dete[mined below.
SAC Units
Charges:
Manufactudag
1.14 or 1
8000 sq. ft. @ 7000 sq. ft.lSAC Unit
If you have any questions, call me at 602-1113.
Sincerely,
C?? g .
Jodi L. Edwsrds
Staff SpecialisL
Mutucipal Services Section
JLE:
98Q108SB
I cc: S. Selby, MCES
Carolyn Krech, F'tnance Departmeat, Eagan
paniel Dege, Finn Daniels Architects
?
?
290 Eaet PYfth 5treet SL Paul. Mlnncaofa 55101-1633 (612) 222-8423 Fac 229•2183 "IDD/YIY 229-9760
M Duol oGR'T-^'hJ fl^N&Ur
TQ: PAT GEAGAN, CHIEF OF POLICE
JON HOHENSTEIN, ASSISTANT TO THE CITY ADiVIINISTRATOR
DALE WEGLEITNER, FIRE MARSHAL
ELECTRICAL INSPECTOR
PUBLIC WORKS/ ENGINEERING DMSION /UTILITIES/STREETS
GENE VANOVERBEKE, FINANCE DIItECTOR
RICH BRASCH, WATER RESOURCES COORDINATOR
NIIKE RIDLEY, SETIIOR PLANNER j?.j _ 2c? S?cT r0 N ?y
GREGG HOVE, SUPERVISOR OF FORESTRY > /
FROM: MII{E BARCK, CONSTRUCTION INSPECTOR (BUILDING)
DATE: 1 2 /Z ?j /Cr 7
The _ preliminary construction plans for L U LL lNd. 92<<d iA/4 iA-4_6V
are in our plan review section for your review and comment. 30y5- WI-7 /3
Please return this form to Dale Schoeppner with your signed comments and the date of
review. If you have any concerns with these plans, please so indicate on this form and notify and
resolve these issues with the affected parties. If you are requesting that issuance of the building
permit be heid, piease fill out the proper "hold" request form.
Comments:
Indicate any fees that aze to be collected with the building pemut:
AMOUNT
? Yes ? No landscape security required
? Yes ? No water quality dedication
? Yes ? No pazk dedication
? Yes ? No trail dedication
? Yes 1I. No tree dedication
? Yes ? No
Signature
ZONING?
l2 ? L3- A?
Date
15/FORMS-BLD/PLAN REVIEW/MIKE B
Pa.wo [4 . . .
TO: PAT GEAGAN, CHIEF OF POLICE
JON HOHENSTEIN, ASSISTANT TO THE C1TY ADMITIISTRATOR
DALE WEGLETTNER, FIRE MARSHAL
ELECTRICAL INSPECTOR
GENE VANOVERBEKE, FINANCE DLRECTOR
RICH BRASCH, WATER RESOURCES COORDINATOR
MIKE RIDLEY, SEIVIOR PLANNER
GREGG HOVE, SUPERVISOR OF FORESTRY
FROM: MIKE BARCK, CONSTRUCTION INSPECTOR (BUILDING)
DATE: ! 2/7-5A7
?
sE?- T,o •v y
The _ preliminary consuuction plans for L U LL /Nb. 9v <<DiA/?j r''i-d64/.
aze in our plan review secrion for your review and comment. 3o?1S A.7 !3
Please return this form to Dale Schoeppner with your signed comments and the date of
review. If you have any concerns with these plans, please so indicate on this form and notify and
resolve these issues with the affected parties. If you are requesting that issuance of the building
permit be held, please fill out the proper "hold" request form.
Comments:
Indicate any fees that aze to be collected with the building permit:
ANIOUNT
? Yes ? No landscape security required
? Yes ? No water quality dedication
? Yes ? No park dedication
? Yes ? No trail dedication
? Yes ? No tree dedication
? Y-es ? No
ZONING?
/-?
Signature Date
IS/FORMS-DLD/PLAN REVIE1VAb11[FE B
TO: PAT GEAGAN, CHIEF OF POLICE
JON HOHENSTEIN, ASSISTANT TO THE CITY ADMIlYISTRATOR
DALE WEGLEITNER, FIItE MARSHAL
ELECTRICAL INSPECTOR
PUBLIC WORKS/ ENGINEERING DIVISION /UTILTTIE$/STREETS
GENE VANOVERBEKE, FINANCE DIRECTOR
.RICH BRASCH, WATER RESOURCES COORDINATOR
MIICE RIDLEY, SEPTIOR PLANNER ?
GREGG HOVE, SUPERVLSOR OF FORESTRY 10 - z<?
FROM: MIIU BARCK, CONSTRUCTION INSPECTOR (BUILDING)
DATE: 1 Z/ Z' 1('/ 7
r
sE?T,?.v y
The _ preliminary construction pians for Lp LL. /ND. 9v 14OiA/4 4-464/.
are in our plan review section for your review and comment. 3 p ys-- 1?w7 /3
Please return this form to Dale Schoepaner with your signed commenu and the date of
review. If you have any concerns with these plans, please so indicate on this form and notify and
resolve these issues with the affected parties. If you aze requesting that issuance of the building
pernut be held, please fill out the proper "hold" request form.
Comments: f5:)r-?
Indicate any fees that aze to be collected with the building permit:
AMOUNT
? Yes ?
No landscape security required
? Yes ??
//
?d?Io water quality dedication
? Yes d o
? pazk dedication
? Yes o trail dedication
? Yes SNo tree dedica6on
? Yes ? No
Sign ure
ZONING? S'l
*•2--7 •1S
Date
1S/FORMS•BLD/PLAN REVIEW/MIKE B
TO: PAT GEAGAN, CHIEF OF POLICE
JON HOHENSTEIN, ASSISTANT TO THE CITY ADNIINISTRATOR
DALE WEGLEITNER, FIRE MARSHAI,
ELECTRICAL INSPECTOR
`PUBLIC WORKS/ ENGINEERING DMSION /UTII.ITIES/STREETS '
GENE VANOVERBEKE, FINANCE DIItECTOR
RICH BRASCH, WATER RESOURCES COORDINATOR
MIKE RIDLEY, SEIYIOR PLANNER
GREGG HOVE, SUPERVISOR OF FORESTRY
FROM: NID{E BARCK, CONSTRUCTION INSPECTOR (BUILDING)
DATE: 1 2 /2 '> Iq 7
Z? 1
5E?-r a??1/ ?f
The _ preliminary lzconstruction plans for L U LL /JVb. 9v r<piA/t i666,V.
aze in our plan review section for your review and comment. 30 yS 171,,7 13
Please return this form to Dale Schoeppner with your signed comments and the date of
review. If you have any concerns with these plans, please so indicate on this form and notify and
resolve these issues with the affected parties. If you aze requesting that issuance of the building
pernut be held, please fill out the proper "hold" request form.
Comments: Ol_ ?_?.? ,?ariyu 5cc 9#,002_115- 6y4, G&
q?- $f G//? ?i-b-r.. ?r?2v?birs Lu// Ti+/ $ j' SK6m/rY?./ ?f/s ???i??
?.- ?a'?, .<.,<? ?r. • ,
Indicate any fees that aze to be collected with the building pernut:
AMOUNT
? Yes ? No
? Yes ? No
? Yes ? No
? Yes ? No
? Yes ? No
? Yes ? No
landscape security required
water quality dedication
park dedication
trail dedication
tree dedication
(DiiK
iature
ZONING?
/- /s-98
Date
JSlFORMS-BLD/PLAN [LEVIEW/MIKE B
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Lol l,?? , Cq
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SIGNED
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?Joneso wnrTE-o_ f11GINAL CANAR ?? U 44-9m
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3. North fence line looking towards Highwfiy 13.
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4. Northwest corner of storage yard, still north of buildings.
LULL ENGINEERING CO.
Pictures taken by
Tad Ulrich
May 20, 1994
1,=.
x z r x z
Standing by north fence looking south at storage yard.
2. Looking east of photo #1.
6.
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Looking west at 42" FES and
eroded ditch.
5. ' 42" CMP, draining under Highway 13.
ilThis culvert drains into a severely
eroded ditch in far NE corner of
Luil's property (looking North).
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9. Eroded ditch just west of the ditch caused by 42" CM?. This erosion is a result
of site drainage from the Lull property.
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lL'_
11. Meadow View Road looking North.
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15. Standing on Luli property looking S.E. at junction of Highway 13 and Meadow View
Road.
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16. Stockpiles in south lot, Meadow View Road is in 4-ackground. Building shown is
not Lull's. ;
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F i.'? i?'?4.?
17. Southside of Lull's main building looking west.
18. Standing on Lull's access from Highway 13, looking west at main building.
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19. Standing on Highway 13 looking west at north end of Lull's main building.
? ? ???s
' city oF eagan
RECErvFD a3G 3 t 1995
August 24, 1995
MR JIM WISNOSHI PLANT MGR
LULL INDUSTRIES, INC
3045 HWY 13
EAGAN MN 55121
Re: Gr:.ding Permit EX-09-224
Project 615R, Meadowview Road Storm Sewer
Waiver of 06jection
Dear Mr. Wisnoski:
THOMASEGAN
Mayor
PATRICIA AWADA
SHAWN HUNTER
SANDRA A. MASIN
THEODORE WACHTER
Councll Members
THOMAS HEDGES
City Adminisirator
E. J. VAN OVERBEKE
Ciry clerk
At the August 1 Council meeting, your gading pernvt application was presented to the City Council
for approval. Based on the comments and concerns expressed by an adjacent downstream property
owner, the City Council had reservations about approving your grading permit. However, they did
recognize the need for expanding your parking lot and providing additional usable land within your
property. They also recognized the increasing need to provide storm drainage facilities in this area
as it continues to develop on an incremental basis.
Subsequendy, the City Council authorized staff to issue your requested grading pernvt upon receipt
of an agreement by Lull Industries to waive your objection to and accept its proportionate share of
costs associated with providing storm drainage improvements in the general area of Meadowview
Road. Subsequently, City staff sent to your attention a standard form, "Waiver of Hearing No. 513,
Project No. 615R" which, when executed, would indicate your acceptance of an assessment for storm
sewer improvements in the amount of $44,500.
On August 21, you contacted me expressing your concern regazding executing such an agreement
prior to the City Council even approving a project to provide benefit for the proposed assessment.
Understanding your concerns, I've attempted to provide a more informal letter-type agreement for
you to execute and return allowing us to issue your gading permit. A copy of that written agreement
is attached. Please have it executed, notarized and returned to my attention at your eazliest
convenience. If you wish to revise or modify part of it, please feel free to do so and retum it to my
attention for consideration and redrafting as necessary.
MUNICIPAL CENTER
3830 PILOi KNOB ROAD
EAGAN, MINNESOiA 55122-1897
PHONE; (612) 681-4600
FAX: (612) 681-4612
TDD: (612) 454-8535
THE LONE OAK TREE
THE SYMBOL Of STRENGTH AND GROWTH IN OUR COMMUNITY
Equal Opportunliy/Affirmailve Actlon Employer
MAINiENANCE FACILITY
3501 COACHMAN POINT
EAGAN, MINNESOTA 55122
PHONE: (612) 681-430p
FAX:(612) 681-4360
iDD: (612) 454-8535
Page 2
Also, one of the conditions ofyour Conditional Use Permit No. 9-CU-18-9-94, approved by Council
action on October 4, 1994, requires the prepazation of a status report of the site conditions and an
overall plan for surface water management to be reviewed by the Advisory Planning Commission in
October of 1995. In order to meet that deadline, this information should be submitted no later than
September 15. I would encourage you to review the other conditions of this CUP as well.
Please feel free to contact me if you have any questions regarding the information contained in this
letter or the process associated with your permit application.
Sincerely,
Thomas A. Colbert, P.E.
Director of Public Works
TAClj
cc: Craig Knudsen, Engineering Technician (W/O Enc.)
Enclosures: CUP Conditions
Grading Permit Waiver Agreement
CTTY OF EAGAN
WAIVER OF OBJECTION & CONSENT TO ASSESSMENTS
PROJECT 615R, MEADOWVIEW STORM SEWER
EXCAVATION PERMTT NO. EX-09-224
WHEREAS, Lull Industries, Inc., has requested the City of Eagan to issue Excavation/Grading
Pemut No. EX-09-224 affecting the topography and surface water runoff for Parcel No. 10-00900-
010-26 (part of Governmental Lot 2 located between TH 13 and railroad property); and,
WHEREAS, there presently does not exist adequate storm sewer facilities to handle the excess
surface water runoff associated with this grading/excavation pernut; and,
WHEREAS, the City Council has authorized the preparation of a feasibility report for Project
615R for the installation of storm sewer facilities to service an area incorporating a portion of Parcel
10-00900-010-26 owned by Lull Industries, Inc.; and,
WHEREAS, as a condition of issuing the referenced excavation/grading permit, the City
Council requires Lull Industries, Inc., to waive their objection to and agree to accept its proportionate
shaze of costs associated with the installation of related storm drainage facilities.
NOW, THEREFORE, Lull Industries, Inc., hereby agrees to accept without objection its
proportionate share of the costs of storm drainage facilities as determined and approved by formal
Council action as a result of a formal public hearing process. Lull Industries, Inc., further waives
objections to any technical defects and any proceedings related to these future assessments and
further waives the right to object to or appeal from these assessments made pursuant to this
agreement.
Dated: Zr --)e- 9S
Lull Industries, Inc. ,
By:
I 0....._
By:
Its:
STA'I'E OF MINNESOTA ANN M. EVANS ?
)SS. NOTARY PUBLIC - ?IiNNESOTA
COUNTY OF DAKOTA ?,?y?o,?,OE,wra oUNTY2000
. •
On this Of- day of tlu6u.s % 1995, before me a Notary Public within and for said
Count , personall appeared JArnES l!IISNOSai and
#%)C,o& le•ch) to me personally known, who b' ach by
duly sworn, each did say that they are respectively the YP- oPEVArr+oa s ?
??ofLull Industries, Inc., the corporation named in the foregoing instrument, and that
said instrume t was signed on behalf of said corporation by authority of its Board of Directors and
said _?/cE 2crr'i-oerjr and lkxszz?'.js acknowledged said
instrument to be the free act and deed of said corporation
? R;??
Notary Public
My commission expires:
APPROVED AS TO FORM:
City Attorney's Office
Dated:
APPROVED AS TO CONTENT:
Public Works Department
Dated:
TAC/PR01615R/I7
EXHIBIT A
CITY OF SAGAN
CONDITIONAL USE PERMIT
WHEREAS, Lull Industries has complied with all the
requirements of the City of Eagan necessary for obtaining a
Conditional Use Permit.
NOW THEREFORE, By order of the City Council of the City of
Eagan, Dakota County, Minnesota, and by virtue hereof a Conditional
Use Permit is authorized as follows:
1. Permitting a Conditional Use for outdoor storage of
equipment and materials within the confines of a"Light
Industrial" zone.
2. Said Conditional Use Permit shall apply to the following
described property:
Part of Government Lot 2, Section 9, Township 27,
Range 23, P.I.D. #10-00900-010-26
3. Said Conditional Use Permit shall run with the land as
long as all conditional use atandards are met.
4. Said Conditional Use Permit shall be subject to
conformance with the Eagan City Code and with the
conditions set forth herein to include, but not limited
to:
Additional Conditions:
1. The applicant shall record this Conditional Use Permit at
the Dakota County Recorder's Office within 60 days of
City Council action.
2• The applicant will be required to construct a watermain
system with hydrants that are spaced within 300 feet of
the buildinga to improve fire protection to the site
immediately upon the first of any building expansion.
3• The applicant shall properly maintain the parking and
storage areas.
4• The applicant shall prepare a status report of the site
conditions and an overall plan for handling storm
drainage eroaion problems for the Advisory Planning
Commission review in October 1995. As a result of this
review, additional conditions may be imposed by the City
Council.
5• The parking and long-term inventory storage area serving
this development shall be surfaced with bituminous or
concrete pavement in accordance with City Code
requirements.
IN WITNEgg WHEREOF, I have hereunto set my hand this 24th day of
October, 1994.
CITY OF EAGAN
A Minnesota Municipal Corporation
By: James L. Sturm
Its City Planner
?d" M T' /S e. G y Z-
n1.W. SE e. C?+ 13?i531
p r?.. 'sSTRle
TEMPO?RY CO?fUCTION, RIGHT-OF-WAY AND
DRAINAGE AND UTILITY EASEMENT IN CONNECTION
WITH EAGAN CITY PROJECT NO. 615R
This Easement Agreement, made this 11 thday of October , 1996, beriveen LULL LIFT
CORPORATION, a Delawaze corporation, hereinafter referred to as "Landowner"; THE BOATMEN'S
NATIONAL BANK OF ST. LOUI3, hereinafter "Mortgagee"; and the CITY OF EAGAN, a Minnesota
municipal corporation, organi2ed under the laws of the State of Minnesota, hereinafter referred to as
"City".
WITNESSETH:
That the Landowner and Mortgagee, in consideration of the sum of Seventeen Thousand Six
Hundred and no/100 ($17,600.00) Dollazs and other good and valuable consideration, the receipt and
sufFiciency of which is hereby acknowledged, do hereby grant and convey unto the City, its successors and
assigns, forever, the following easements:
A perpetual easement for public ri ght-of-way, drainage and utility purposes over, under and
across the South 30.00 feet of the following described parcel:
All that part of Government Lot 2, Section 9, Township 27, Range 23, lying
;
` within the boundaries of the Norehwest I/4 (NW 1/4) of the Northwest 1/4
(NW 1/4) of Secuon 9, Township 27, Range 23, lying West of State Trunk
Higltway No. 13, according to the U.S. Govemment Survey thereof, Dakota
County, vtinnesota.
? W
Said perpetual easement contains 0.40 acres, more or less. Transter EtHered Thls ?"
Of?
Together with: r
CourAy 7reasurer-NUCIkW
A temporary easement for storm sewer construction purposes over, under and across that
part of said Lot 2 described as follows:
Commencing at the southwest corner of Lot 2; thence easteriy along the
south line of said Lot 2 a distance of 150.00 feet to the point of beginning
of the easement to be described; thence northerly at a right angle 40.40 feet;
thence easteriy at a right angle 10.00 feet; thence southerly at a right angle
40.00 feet to the south line of said Lot 2; thence westerly along said south
line 10.00 feet to the point of beginning.
Said temporary easement contains 100 square feet, more or less, excluding said perpetual easement.
Said temporary easement to expire June 30, 1997.
See also Exhibit "A" attached hereto.
The grant of the foregoing permanent easement for right-of-way and utility purposes includes the
right of the Ciry, its contractors, agents and servants to construct, reconstruct, inspect, repair and maintain
C•I,Mr. e-j U. 4 7 Z 1 /L Qi - N o. ? 1S c wl_ ? sr-C. (
a roadway and erect and maintain signs in conjunction with the public's use of said roadway and
appurtenances and any signs erected in conjunction with the use of the roadway and appurtenances.
The grant of the foregoing permanent easement for drainage and utility purposes includes the right
of the City, its contractors, agents and servants to enter upon the premises at all reasonable times to
construct, reconstruct, inspect, repair and maintain pipes, conduits and mains; and the further right to
remove trees, brush, undergrowth and other obstructions. ARer completion of such construction,
maintenance, repair or removal, the CiTy shall restore the premises to the condition in which it was found
prior to the commencement of such acrions, save only for the necessary removal of trees, brush,
undergrowth and other obstructions.
The grant of the foregoing temporary construction easement for site grading purposes includes the
right of the Ciry, its contractors, agents and servants to enter upon the premises at all reasonable tunes to
construct, reconstruct and inspect site grading and the further right to remove trees, brush, undergrowth
and other obstructions. Afrer compleuon of such construction, maintenance, repair or removal, shall restore
the premises to the condition in which it was found prior to the commencement of such acrions, save only
for the necessary removal of trees, brush, undergrowth and other obstructions, subject only to permanent
easement alterations.
And the Landowner and Mortgagee, for themselves, and their successors and assigns, do covenant
with the City, its successors and assigns, that they aze the fee owner and mortgagee of the lands and
premises aforesaid and have good right to grant and convey the easements herein to the Ciry.
IN TESTIMONY WHEREOF, the Landowner and Mortgagee have caused this easement to be
executed as of the day and yeaz first above written.
State of :?isconsin LULL LIFT CORPORATION, a Delaware
Coun[y ci v"zavkee COIpOi3t10[1
Slg,aa(l ?efore me on October 11, 1996 ti'C" -- - "?? V
Ly .'ames F, Hoo:c.
By:?rl a-Y1ne5
?Iu: ?; t c? P !?s
arv ?:.blir.
?y cc:amiss:on expires on March 8, 1998
By:
STATE OF MINNESOTA )
)ss.
COUNTY OF )
Its:
The foregoing instrument was acknowledged before me this day of , 1996
by and _ , the
and
corporation, on behalf of the Corporation.
of Lull Lift Corporation, a Delawaze
Notary Public
a w_ T
THE BOATMEN'S NATIONAL BANK
OF ST. LOUIS
STATE OF _
` l
By.
ItS:
By:
ItS:
)ss.
COUNTY OF
?
The foregoing instnunent was acknowledged before me this day of 11996
' --
by • _ and , the
_' and Iof The Boatmen's National Bank of St.
Louis, a national banking
APPROVED AS TO FORM:
City Attorney's Office
Dated: 16r231-T4
APPROVED AS TO C TENT:
ic Work's epartrnent
Dated: /-
THIS INSTRUMENT WAS DRAFTED BY:
? SEVERSON, SHELDON, DOUGHERTY &
MOLENDA, P.A.
? 7300 West 147th Street, Suite 600
Apple Valley MN 55124
? (612) 432-3136
RBB/kmw
Esmt. No. 642
Project No. 615R
LINDAC. +'.iCl<ELSON
NOiAAV Fn! I,",-S i„_E;f `d550U11
SL LCUiS GOIiNTY
MYGOMMISSi_Nc:?N.ES.NPF 19.1998
banking association.
? " -
Notary Public
N. 6a. 7
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EASEMENT SKETCH
96-1
00900-010-26
LULL INDUSTRIES
(Part of Gov't. Lot 2)
30' PERMANENT EASEMENT
10'x 10'
TEMPORARY EASEMENT
? - -
?`-150'-,
NOTE:
NO FIELD SURVEY WORK
WAS PERFORMED AS TO
THE PRECISE LOCATION
OR AREA OF THIS EASEMENT.
0 200
?
100 ?
i?
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u4eo-mo-m \
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22480-020-01 U
FiLE "o. MEADOW VIEW ROAD
AAASE" EAGAN9607 ??r
PROJECT NO. 615R
NO. 98-1 DATE-
ass EAGAN, MINNESOTA
EXIiIBIT "A"
N . ..? . 9 -
13S,1531
oFFICE oF nHe counm FIEcoROER
DAKOTA OOUPIiY, MINNESOTA
CERTIFIED THAT THE WITHIN INSTRUMENT
WAS RECOHOED IN THIS OFFICE ON AND A7
OCt 19 q 17 PM'96
ooc. rvo. 13N4531
JAMES N. DOLAt+? COUNTY RECOR ER
BY: (f4 Deputy
FEE ?S.Gb SURCHARGE . ?
CASH ? CHECK lV ESCROW ?
WELL ? CHARGE ?
CHARGE TO:
O/R
DO NOT REMOVE
i '
T
AAIVIIt OF HEARING No. 00123
Special Asseasment Authorizat3on
I/We her.eby request and authorize the City of Eagan, MN (Dakota County)
to assess the following described property owned by as/us:
-P3rce1 No. 10-00900-010-96
for the benefit received from the following improvementsc
ITIIi QIIANTITY RATE AISOUNT PROJECT NO.
Lateral benefit 1410 lin. ft. $14.35 $20,233.50 10
from sanitary sewer
TOTAL $20, 233. 50
to be spread over 10 years at an annual interest rate of 9% against
any remaining unpaid balances.
The undersigned, for themselves, their heirs, executors, administrators
successors and assigns, hereby consent to the levy of these assessments, and
£urther, hereby waive notice of any and all hearings necessarry, and waive
objections to any technical defects in any proceedings related to these
assessments, and further waive the right to object to or appeal £rom these
assessments made pursuant to this agreement.
Dated: S11s /P6 ? Lull Enqineerinq Conpany,.Inc._
State o£ n.ro-/u- )
ss.
Coimty of -6A /l o 711¢' )
By
n `
Its:
On this /,?- r/- day of 1914 before me, a
within e.nd for said County personally
appeared (fl,t'L I and
to me personally known, who being each by me duly sworn did
say that they are respectively the So?„ v?c I/i'c? Piz,,r, .r, t-President and
the of n-? G., ln t?.
the corporation named in the foregoing instru ent, and t t the seal af£ixed
to said instrument is the corporate seal of said corporation, and that aiad
instrument was signed and sealed in behalf of said carporation by authority
of its Board of ?--? and said
and acknowledged said
instrument to be the free act and deed of said corporation.
Notary Public .D /1.C/o A!'7- County
i
My commission expires , 19_ Fa
?`;??•:, Juuk- B uvscsTaA
NOTAf1YPUDLIC-MINNESOTA ?
DAKOTA COUNTY N ary Public
? _
My Cammiaslon Expires Sapt 8.1990
9PP-'C?
Eng/Waiver ^
Revised: 10/85 Eagan Puhlic Wo s Dire tor
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D ADDrrUl.,
I INDU TRIAL ?p PAHT oa : ' ° i ? a 012'31 o11.3i ¦¦¦????? LATERAL BENEFIT FROM TRUNK SANITARY SEWER
t"?
it Metropolitan Council
Improue regional cumpetitioeness in a glabal economy
september 30, 2001 Environmental Seruices
Iull Intemational, Incorporated
;-3045-Highway 13 ;
-Fagan, MN 55121 ?
ATTN: 7im Wisnowsld
Re: Wastewater Volume Review for Pernut Number 1103 - Located at 3045 Highway 13
As part of the MCES Service Availability Charge (SAC) policy, all industries holding an Industrial
Discharge Pemut are subject to a wastewater volume review one year prior to the eJtpiration of
their pernut. SAC is a"coanection" fee wtrich has been levierl since 1973 for new connections or
increased volume discharged by eacisting users to the Metropolitan Disposal System (IVIDS). SAC
revenue is used to pay for the unused reserve capacity porkion of debt service for capital
impmvements.
The wastewater volume review serves as a method for detecting wastewater volume increases from
a facility. Current wastewater volumes are converted to a SAC equivalent and compaied to a SAC
baseline value. Any incmases over the baseline value, or the value for SAC credits, wluchever is
gmater, have the potential to be assessed SAC.
Three yeais ago, a wastewater volume review for your facility took place. At that time, wastewater
volumes frorn your faciliry were noted to be below SAC baseline and/or SAC cmdit levels. A
current evaluation of wastewater flows fmm your facility indicates that discharge volumes remain
below the SAC baseline.
Please find enclosed a Wastewater Volume Review Worksheet specifying the results of the review.
Lull Intemational, Incoipoiated will not be required to purchase additional SAC at this time. If you
have questions, please call Roger S. Tan at 651-602-4736.
Sincerely,
,4 /W '
Leo H. Hermes, P.E.
Industdal Waste Manger
MCES Industrial Waste Section
Fnclosure
cc: Carolyn Krech, Ciry of Fagan
Sandy Selby, MCES
Roger S. Tan, MCPS
LHIi:ptn
www.metrocouncil.org
Me[ro lnfo L1ne 602-1888
230 East Flfth Street • SL Paul, Minnesota 55101-1626 • 1651) 602-1005 • Farz 602-1138 • 71Y 229 3760
.4n Fquril Opportunity Emp&yn
Metropolitan Council
Environmental Services
- - Wastewater Volume Review
Industrial Discharge Permit Renewal
Company Name Lull International Inc
Permit Number 1103
Pernut Expiration Date 9/30/02
SAC equivalent of the Jan. - Dec., 2000 10 Units
Self-Monitoring Report.
(Total wastewater volume/total number of
operating days eqnals average daily waste-
water volume. Fach SAC unit equals 274 gallons)
Modified SAC Baseline Value 23 Units
(MCES policy determined the SAC baseline
value to be the SAC equivalent of the volume
reported in the final self-monitoring report
for 1991. The modified SAC baseline value
represents the SAC baseline value, plus any
SAC units purchased after the 1991 baseline
date, or the value for SAC credits*, whichever
is greater.)
Current wastewater volumes do not exceed the modified baseline value. The pemut renewal
process will follow past procedures. This review is complete.
* MCFS SAC purchased records may not be current, therefore, the credit value may be revised to
account for unidentified credits, if the permittee can pmvide proof of their eacistence.
9 /3 0 O
Date
s - ?= =5r" r+o?s =
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Pi4oPCS£a
hRDITlOr.1
4iIWAY
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Ll1 Ll. F.)JI l, D WL
51Tt PC.An1
?4DplTlan?
I
This
i . . . _ .. . . • . . . . ?
C/ 0 0 N L Y UJLL II'ID - WIIDIING SM
,?
?`,?*ficate vf cccupauc?
Wit4 of Wagan
?rartmeut of ?xiGbixg ?a??ectioa
issued pnrsuant to the requireneents oj the Urtiform Building Code
tfu time of issuunce rhis structure was irt compliance with the various
-City regulating building constnection or use. For rhe following:
M/@D K9C sleg. eerma No. 34021
-12-B z"mas DLV;a I rype coast. VN
L II1TERMTIQqAL „4,,,r.,3045 HWY Q3, F11GAN
i BW 13 - L 1 6. ?'I'IQ?] 9
??
=--??-- Dot:
POST IN A CONSPICUOUS PLACE
?y
?
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CITY OF EAGAN SWR SLWM PERM
3830 Pilot Knob Road
P. O. Box ?1199 PERMIT NO.:
EaLaR, Mh 55121 pATE:
Ioninp: - No, of Unih:
Ownar:
Addrc-w -
Sih /lddi
Plumber.
I Mm M e80yry wih !M Cky of fyee
OwlwG
ey
Dote oF lnsp,:
Connsction Qhcege;
A00CU11t Qepwt:
PfrRllt FYf:
SYf'Gh0fQe: _
M1sc. Chorpss;
Totol:
Dote Pdd.
? CITY OF EAGAN N°_ 10 9 4 0
3830 Pilot Knab Road P O Boz 21-199 Eagan MN 55121
BUILDING PERMIT PHONE:454-8100
Receipt ;?
Te M wed for_ STORAGE Est. Va1ue $45,000 paTe SEPTEMBER l?y 85
SiteAddren 3045 SIB MEM HWY
Lot 9 Block 1 sec/sun. SECT 9
Percel tdo. 10-00900-010-26
W rlame LULL ENGINEERING CO
? Address $AME
c;tv Pno„a 454-4300
? Neme A& M BUILDING & SUPPLY
u" Address 13955 SO ROBT TR
? city ROSEMOUNT pnone
Name
?? Address
_ "w City Phone
I hereby acknowledge thot I hove read this npplicution ond sfote ihot
fffe inlormotion is CArrect an o9ree to cAmply with all applicable
.ugaq OrdirwnceM
51ota of Minnesota Statutes ?d City of F
Erect `? Occupancy BI
Remodel ? Zoning T 1
Repair ? Type of Const. Xln
Addition ? No. Stori es i
-
Move ?
Length T-
60
Demolish ? Depth
Int Impr. ?
Sq. Ft. 4 0
Install ? Zr400
Avvrorols Faes
Assessment Permit -
Woter 8 Sew. Surcherge 22.50
Palice Plan Reviewl31 . SO
Fire SAC
Eny. waterCOnn
9/10 /85
Plonner WaterMeter
Councii RoadUnit 126.00
Bldg. Off. 9 1 1 85 Tr. PI.
APC perks
Var. Date . Copies
Sipnoturc of Permittee Total 5540 _ 50
A Building Permit is issued to: A& M BL G SUPPLY on the express wndition thot
all work sholl be done in accordance with all o b?a Stofe f Minne t9 Statutes ard City of Eagon Ordinances.
Buiidirp Offlcial
??
STRUCTURE ERECTED SEFORE PERMIT APPLIED FGR.
? CITY OF"?EAGAN NO 17408
t?/Y1/Yy?? 2830 Pilot Knob Road, P.O. Box 21-199, Eagan, MN 55121
i" ? PHONE:454=8100 ?j ?
BUILDING PERMIT Receipt # l?z.? \ I'N J6?
To be used tor STORAGE Est. Vaiue $15, 000 Date DECEMBER 26 19 89
Site Address 3045 SIBLEY MEMORIAL HWY
Lot 01 Block 26 SeGSub. SECT. 9
Parcel No. _
w IName UNITED FIVE STAR CAPITAL CORP
o Address SAME
City Phone 454-4300
Name LULL CORP (DENNIS CEFAFSKY)
Address SAME
Phone 454-4300
Name _
Address
City _
Phone
I hereby acknowlege tha[ I have read Ihis application and siate Ihat the
information is correct and agree to compty with all applicable State ol
Minnesota S[atutes and Cify f Eagan Ord?ina,nces. ?
Signature of Permitee
X"OA Building Permit is issued !o: LULL CORP
on the express condition thal all work shall be done in accordance with all
applicable Stata of Minne¢¢ ?a Statute5 antl Cily,Vo Eagan Ordinances.
?LfJ-'?-?'?-
BuildingOfficial -
?
OcCUpanCy
Zoning
(ACtuap Const
(Allowable)
k of $tones
length
Depth
S.F. 7otal
S.F. Foalprints
On Site Sewage
On sile well
MWCC Sys[em
Ciry Water
PRV Required
Boaster Pump
APPROVALS
Planner
Council
Bldg. Oft
Variance
OFFICE USE ONLY
FEFS
Bldg. Permit
Surcharge
Plan Review
SAQ City
SAC,MCWCC
Water Conn
Waler Meler
Aca. Deposit
S/W Permi[
S/W SurCharge
Treatmenl PI
Road Unit
Park Detl.
Copies
TOTAL
$162.00
7.50
81.00
$25Q•$?
? -qq
cIrr oF EaGe,N
3795 Pilw Knob Road- Eagan; MN 55122 N2 4331
PHONgr 1548100
BUILDING PERMIT APPLICATION Receipt #
$Z79ppp.
7o be u.ea for warehouae Addn oare 14aY 25, 79»
Site Address 3045 Hwy. 13 Erect [31? Occupancy I' 2
Loi Block sec/Sub.10 00900 010 26 Alter ? Zoning I i .
Parcel # Repair ? Fire Zone _
E
l e of Const
T
orge ?
n .
yp
z Name Lull Enpineering Move ? # Stories
Z Address 3045 HWy, 13 Demolish ? Front 60 tt.
? 454-4300
F8gan Grade ? Depth 30 ft.
Cit Phone
p Name
?? Address Assessment -
~ Ci Phone Warer & Sew.
Police
r?
Fw Name
Fire
?? Address Eng.
aw Cit Phone Planner
Council 5/3/77
I hereby acknowledge thot I have reod this opplication ond state thot gldg. Off.
ihe informotion is correcf and ogree to comply with all applicable
State of Minnesoto $totutes and City of Eagon Ordinances. $?e APProvals Feea
APC
Signature of Permittee
A Building Permit is issu
all work shall be done iy
Permit 83.00 _
Surcherge 13.50
Plan check. 41,50
SAC
Water Conn.
Woter Meter
Total
to: Lull Engineering on the express condition fhot
:mrdance witfy all apDlicable;Statept Minnesota Statutes and City of Eagan Ordirwnces.
Building Official '?-^
cirr oF Encpt4 N° 6898
i ? 9795 Pilef Kno6 Road• Eegan, MN S5121
PMOHFs 454-8100 71
BUILDING PERMIT , -? Rece+pt #
Slte Address Jvy? iu6111fflny .i.)
Lor 1 ei«k 26 5ec/sub. Section 9
p,rcel # 10 00900 010 26
a Nome uuii aua6uaccau15 w•
? Addrcu 3045 H3¢hwa.v 13
r:.. Eagan 55122 a,-_ 454-4300
p Nome _
?
su Address
t- .-?...
Nome _
Address
I hereby acknowledge tMt I hove read this application and state ihat
the information Is wrrect ard agree fo comply with all opplicable
State of Minnewta Stotutes and City of Eagon Ordirwnces.
Sipnoturc of Permittee
A Buildirg Permit Is issued to: _
oll work shall be done in occordonee
Buildinp Official
Erect ? Occuponcy 13-4
Alter ? Zoning I-1
Repa(r Q Fire Zone
Enlaroe ? Type of Gonst. Vn
Move ? # Stories 1
Oemolish p Length ioo
Gmde ? Depth36-Sq. Ft.-
Approvals Feas Asussment Permit 140.50
Woter 8 Sew.
Police $urcMrge 10-M
Plon check 70.25
Fire SAC NA
Erp. Water Conn, NA,
Planner
Council Woter Meter NA
Road Unit 3$Q.?
Bldg
Off
.
.
APC
7oral $600.75
_ on the expreu conditlon that
ond Ciry of Eapon Ordinonces.
'CZTY OF FAGAN Include 2 sets of plans,
1 site plan w/elevations &
BUILDING i'EISITT APPLICATION 1 set of eneryy calculations.
Zb Be Used For ? valuation Date 9-??`.??
Site Pddress pFFICE USE ONLY
Lot ? Bloclc Z(P Sec./Sub. ttect
Paroel U O(D ? C9C) O(O 2 ?p Alter Zoning
Owner. Repair Fire Zone
? Ehl.arcje _ 7ype of Const.
Address: Pbve # Stories
Danolish Fmnt O ft.
City/Zip Code: Grade Depth ? ft.
?
Pnone #: qrq - qzoo
APPRC7VALS FEES
Contractor: Assessrnms rarm; r 141)
_
Pr3dress:
City/Zip Code:
Phone #:
Arch./F7ig.
Address:
City/Zip Code;
Phone #:
f9ater/Sewer
Fblice
Fire
Eh4• -
Planner
Council
Bldg. Off.
APC
Surcharge
Plan Check
SAC Water Conn.
Water Meter
Road Unit
TOrAL
EAGAN TOWNSHIP
?D BUILDING PERMIT
"'k 'Q ?
............ ..------------ ........... ...-- - '- --' .............. -
--?
Ownex ?
Address (Preseat) .....I3.................. .........
Builder ---........?--- .... „"??,
. ...
...............
Add:ess ......:..---°° .....................°-------------.----------------------------
N° 2937
Eagan Township
Town Hall
Dale /..... /? . '>-9
52ories To Be Used For Fxonf Depih Heigh! Esl. Cost i Pezmi! Fee Aemasks
2- e -
o-
I
r :6 ?7
9 a .
,,
,
This pe:mii does not auihorize !he use of ttreels, roads, alleys or sidewalks nor does t3 give !he owner ox his agea!
!he zigh! !o ereale aap sifuation whieh ia a nuisanae oz whteh preseals a hazard !o !he heallh, safetp, eoaveaieace aed
geaeral welfare to apyone in !he communily.
THIS PERMIT MUST BE ?icyEPT ON TIE PREMISE WHILE THE WOR& IS IN PROGRESS. ,
_"-... ...
This is !o cerlifp, tha2---..?l.R....--`e.. :..?-- ..... ? ..................... has permisaion !o ereet a........ ............ .--??? ............. .-------- -upon
!he above deseribed premise subjee! !o !he provisiona of !he Building Ordinanea fos Eagan Township adoplad April 11,
1855.
7.? ....................(1...."'.
7a-''^?Per ..... .-.----.?..?...----?-....0?^?....._...:
? ? EnslaSng IaaOec:u:
S 15/ ? ITY OF EAGAN
? U
BUILDING PERMIT APPLICATION
3L1 Op roo ?
7b Be Used For Office ?diry?lOlkValuation ??-.--^-^^ ?
Site Address: 3045 Hwy 13
OFFICE USE ONLY
Lot &*oBlockab= Sec./Sub. $SP-C. Erect ?-_Occi.ipancy X3az
Parcel #: AO"Ift lD 004O0 o(a a(o
Owner: Lull Engineering Co., Inc.
Address: 3045 Hwy 13
City/Zip Code: Eagan, MN 55121
Phone #: (612) 454-4300
Contractor: our own CMP ? ellof?c??
Address: 3045 Hwy 13
City/Zip Code:
Phone #: (612)
1
Eagan, MN 55121
454-4300
Arch /Eng _ Same
Address: „
Include 2 sets of plans,
1 site plan w/elevations &
1 set of energy calculations.
Date 6/27
Alter Zoning 4 1
Repair Fire Zone A/,Q
Enlarge ? Type of Const. '
Move # Stories
Denplish Front /110 ft.
Grade Depth dy ft.
APPFtOUALS FEFS
Assessmen s v
?? ° ? t
Water/Sewe Surcharge " o 6)
Police Plan Check ;' ?
Fire SAC / (,?
Eng. Water Conn.
Planner Water Meter 1
?
COUncil ..= ?
Road Unit
B1dg. Off.
APC
City/Zip Code: ir
Phone #: y 3o O TOTAL-,/'
? 0 i - 92?v
?.
. • cirr oF EacaN N° 8568
. 3795 Pibt Knob Rood Eagen, MN S5122
.
? PHONE: 454-8100
BUILDING
PERMIT ReceiDt #
Te bs v.ad fer OFFICE ADDITION Est.vatue$200,000.00 Dnre October 11 1 q 83
Site Address 3045 HiQhwav 13 Erecr gg Occupancy B-z
Lot 010 Block26 $eo/Sub. S ectiori 9 Alter ? Zoning L-1
p
i # 10-00900-010-26 Repolr p Fire Zone NA
orm
Enlarge ][$ Type of Consr.
rc Name Lull EnQineerinR Co., Inc. Move ? # Scories
? 3045 Hi hwa 13
Addreu g 3'
Demoiish ? 100
Length_
? C; Eagan 55121 vnor,a 454-4300 Grode ? Depth 64 Sq. Ft.-
rc Owner (MR _ NORD) Apvrovals Fees
p Name _
?
?? Addresi
ri..,
Nnme _
Address
I hereby ocknowledge that I have read this apDlication ond stote that
the informotion is wrreci ond ogree to comply with oll opplicable
Stote of Minnesota $totutes qqd City, of Eogqq Ordirwrices.
Assessmenf
Water & Sew.
Police
Hre
Enp.
Plonner
Council _5-16-83
Bldg. O(f.
APC
Permit uo.,a.vv
Surcharge I00. 00
Plon check 341.50
SAC NA
Water Conn. p?_
N
Water Meter
Rood Unit 315.00
Torol $1,439.50
Slpnoture of Permittea c li' ng I .
u in erim o. , Inc.
A Bullding Permit Is issue to: on fhe express wndifion Ihm
all work sholl be done in accordonce with aIl opv ? 1e Stat ?pnesotoStatutes and City of Eogan Ordinances.
8uildinp Officiul LdZ ?e `7'?°
CITY OF EAGAN N° 1517 5
3830 Pilot Knob Road, P.O. Box 21-189, Eagan, MN 55121
BUILDING PERMIT ? PHONi?: 454-8100 Receipt ? y ce O ?
#
To be used for ADDITION Est. Value $30, 000 Date SUNE 13 1988
Site Address 3045 SIBLEY MEMORIAL HWY I OFFICE USE ONLY
Lot 1 Block 26 Sec/Sub SECTION 9
. OnSiteSewage _ Occupancy
Parcel No 10-00900-010-26 MWCC System _ Zoning
.
On Site Well
_ (Actuap Const
a Name LULL CORPORATION Cirywater _ (Allowable)
z
W Address 3045 SIBLEY MEMORIAL HWY PRVRequired #otStories
--
3
°
City
EAGAN
phone 454-4300 Booster Pum
p Len th
- 9
o NameGRESSER, INC I
?a Address 1771 YANKEE DOODLE RD
: City EAGAN phone 454-5976
•
¢
w W
Name
?
i z.
Address
aw City Phone
I hereby acknowledge that I have read this application and state that the
information is correct and agree to comply with all applicable State of
Minnesota Statu[es antl City Eagan Ordinances. L-'
Signature of Permittee ?_?__M
?
A Building Permit is issuetl to:_ DENNIS M. CE?AFS '_. _
on the express condition that all work shall be done in accordance with all
aDPlicable State of Minneso[a StaWtes antl City ot Eagan Ortlinances.
BuilAing OHicial-n,Qi"?_-fy\t'-
Depth
S.F. Total
Footprint S.F.
H-2
I-1
V-N
V-N
50'
32'
1600
1600
APPROVALS FEES
Engr./AsSess. Permit _ 256.00
Planner Surcharge 15.00
Council Plan Review 12$.00
Bltlg. Off. _ SAq City
Variance _ SAC. MWCC _
WaterConn. _
Water Meter
Road Unit
Treatment P1 _
Parks
3W. 00
TOTAL _
CITY OF GAN
3830 Pilot Knob Road, P.O. i3ox .,1 •199, Eagan, MN 55121 ?p 12 5 3 3
-
PHONE: 454-8100 G
BUILDING PERMIT Receipt#-
7obeuaedfor WHSE ADDITI02tst.Value $222,000 Date AUGUST 28 ?y 86
Sitenddress 3045 SIBLEY MEM HWY Erect ? Occu anc BZ
Lot 1 eiock 26 secisub. SECT 9
Parcel No.
LULL ENGR
Address
Ciry phone 454-4300
Remodel
? P Y
Zoning
Repair ? Type of Const. VR
Addition UX No. Stories
Mave ? Length 184
Demolish ? Dapth 100
Int.lmpr. ? Sq. Ft 1$ ,900
Install ?
o Name ANDERSON-KNUTSON APPfOVi
$Q nddress 4640 W 77TH ST Assessment_
" Ciry MPLS phone $35-5000 Water&Sew.
F W Name WAYNE C LARSON ENGR
Address 2129 SECOND ST
aw CiryW•B- phone 429-8363
Police
Fire
Planner
Iherebyacknowledgethatlhavereadihisapplicationandstatethatthe gldg.
information is correct and agree to omply with all app11GabW te of
Minnesota Statutes d C,ity of gan Ordina?e APi
? Var
Signature of Permi
A Buildin9 Permit is issued to: LULL'ENGINEERING
all work shall be done in acco dance with all applicab?.l,e /S?tate of Minne?ta S' 1
Building Official
Permit
Surcharge _
Plan Review
SAC
Water Conn.
Water Meter
Road Unit
Tr. PI.
Parks
Date I Copie
Total ?1,218.00
on the express condition that
des and Ciry of Eagan Ordinances.
3 a Y4 ?
K
40 8
95L
3
?
/?
R uest ate
C ire No. RougO-in InsOedion
Requiretl?
L
?eatly Now `?l Will Notiy Inspector
When ReatlY?
/
J J ? Yes o
IXicensed contractor !] owner hereby request inspection of above electrical work ak .
Job AOtlress (Streel Box or qaule No.)
3or-fs 14r6-rtwAY 13 Cky
e.'f 6'-'4?
Section No. Township Name or No. R3ige No. Counry
D ',d<KoZ'ff
Occupanl(PRINT)
L„U UL._(_'(j D u s i rU 4f_ S Phona No.
qS`f - `f3n O
Gower Supplier Adtlress
Electtical Convactor (Company Name)
! L?T? ?11L c c?tC C. ?- IU C. Contracror9 License No.
O?E
Mailing Atltlress IConvacior or pwner Making Installation)
l q,5'3 St`E
AulM1O if ?nalure ICOnV r M in Insta??at?on?
f? ? ? P ne Nv er
5;z-88??
MINNESOTp STATE BORRD OF ELECTNICRY ? THIS INSPECTION REQUEST WILL NOT
Grigge-MiGwey BWg. - Room 5-173 BE ACCEPTED BY THE STATE BOARD
182i University Ave., SL Peul. MN 55104 UNLESS PROPER INSPECTION FEE IS
Mone (612) 802-0800 ENCLOSED.
. ?0, REQUEST FOR ELECTRICAL INSPECTION ee.nnoooo
0 ee inslmqi s Ior comp1,0ing tni5iorm on back of yellow copy Q R?b1 ./.?/??'
6 ?
K 3 4 0 2 8 ,yy?ge/ow Work Covered by This Requesf ?`• ??
ew Add Rep. Ty o Buii ng AppliancesWired EquipmenlWired
Home Range Temporary Service
Duplez Water Heater Electric Heating
Apt Building Dryer Olher-(Specity)
Comm.Rndustrial Furnace
Farm Air Conditioner
Olher (ryecily) Confreclor's Pemarks:
S?? E?-?CTrttG? ?l-xeS' V' iy S l Z-?
Compute lnspection Fee Below:
A' Ocher Fee a Service EntranceSize Fee # Cimuits/Faetlers Fee
Swimminq Pool 0 to 200 Amps 0 0 to IDO Amps a,
Translormers Above 200 _ Amps Above 100 _ Amps 14/, Op
Signs inspena§ use oniy: TOTAL
Irrigation Booms 9Y- Sp
Speciallnspection
AlarmiCommunication THIS INSTALLATION MAY ERED DISCONNECTED IF NOT
Other Fee „S 0 COMPLETED WRHIN 18 MONTHS.
1, the Electrical Inspector, hereby RoWn-m ? oaie
certity that the above inspection has
been made. F;nai oare
?
OFfICE USE ONIV
Tpis request voitl 18 manNS fmm
0? 95 758
ReQUest Date Fire o. fio gh-In Inspection Requiretl
(VOU must call Inspeclor whe reatly) Inspection Other Th an qou h-In
? qeatly Now III Notify Inspecroi
4 ?/ ? Ves No Date Raetl
I icensed contractor ? owner hereby request inspection of above electrical work at
JoG Atltlress ISlreet. Box or Fwte No.)
3 City
? .?
Section No. Township Name No. Range No. Coun
ty
y
// Y ?? -
Ocwpant?PRINT) ?
71 vo-e- s Phone No.
YSY- 4-,"
3
PawerSuppfer AGtlress
Electncal Conlr tor (Compeny Name)
-c,?-..ei Conttacror's License No.
Malling AtlEress (COnVaclor or Owner ing Installelion) ,
c 5? C„-e't?-. 1 - 5 7-A17
Authorized SignaWre C Nracror/Omner kin/g Installationj Phone Number
/• ,'Y- /r
f
'F
e? ,
,
MINNESOTA STATE BOARD (SF ELECTFICITY i THIS INSPECTION REOUEST WILL NOT
Gtlgga-Mltlway BICg. - floom 5428 I I? ,, II I I II II II I?. I III I I. II BE ACCEPTEO BV THE STATE BOAFD
1821 Unlvereity Ave., SL Paul, MN 55109 ? UNLESS PROPEF INSPECTION FEE IS
Phone (612) 692-0900 ? ENCLOSEO.
(j /p3--??? REQUEST FOR ELECTRICAL INSPECTION
??s 10- See insVUClions br completing Ihls lorm on back of yellow copy.
"X" Below Work L'`overed by This Request 01_:
Ne Add Rep. Type of Building Appliances Wired Equipment Wired
Home Range Temporary Service
Duplex Water Heater Electric Heating
Apt. Building Dryer Load Management
Comm./Industrial Furnace Other (S ecify)
Farm Air Contlitioner
Olher (spacly) ContractoPS Remerks: ?/? GL 3 6(
4.?. 1(?' i i'? ?ci!- /?C? G...c
Compute /nspection Fee Below: S'z C/pd h, ; c?..T -60,f-, J-? y°
# Other Fee # Service Entrance Size Fee # Circuits/ eeders ee
Swimming Pool 0 to 200 Amps ?d 7 0 to 100 Am s 5-2
Transformers Above200 Amps !U Above,7D0_Amps
$I f15 Inspeqor's Use Only: TOTAL
Irrigation Booms ? ,.w
Special Ins ection -
AIarMCommunication TNIS INSTALLATION MAY BE ORD ISCONNECTED IF NOT
Other Fee COMPLETED WITHIN 18 MONT S.
1, ihe Elactrical Inspector, hereby Rouqroin
l
certiry that ihe above inspection has
been made. Finai oa?
OFFICE USE ONLY
This request voitl 18 monihs irom '
1/( V3_? REOUEST FOR ELECTRICAL INSPECTION
? See insWCtlons For completing this lorm on beck oF yellaw capy
?; ? ee-ooaoi-/o?s
yi9O
2r
/d0/fs .
"X" Below ? -nvered by This Request _
??;„. p
Nei Add Rep. Type of Building .-ceS'PVired Equipment Wired
Home Range Temporary Service
Duplex Water Heater Electric Heatin
Apt. Building Dryer Load Management
Comm./Industrial Furnace Other (Specify)
Farm Air Conditioner
D1her (specify) Coniractor's Remarks: ?/t q3'?H (ve> S? G
J
ht,q
Compute Inspection Fee 8elow: v?
# Other Fee !F Service Entrance Size Fee N Circuits/Feeders Fee
Swimmin Pool 0 to 200 Amps 5- 0 to 700 Amps
Transformers Above 200-Amps /V Ahove 100 _Amps
Si ns Inspemars Vse only: TOjj1
L
Irrigation Booms
ci?2 •d ,
./
r 7GJ.0
5 ecial Ins ection
Alarm/Communication THIS INSTALLATION MAY BE ORDE DISCONNECTED IF NOT
Other Fee COMPLETED WITHIN 18 MONTHS.
I, the Electrical Inspeclor, hereby
th
b
i
h Aoughin . ' Dale a r? f
ove
e a
nspection
as
been made F;nei ? oate
OFFICE USE ONLY
This request voitl 18 monlhs fmm
M -
764
?
0?09.
Peques Dete
G? c` Fire N. Ro gnin Inspection Required
(1'ou rt,_iti3L?sNJ?ia?sbcwhen reatly) Inspection Other ThaiQ Ro ghdn
D Ready Now EVill Notily Inspectoi
? Z ? Yes ? No Date Rafltl
I licensed contractor ?owner hereby request inspection of above electrical work at:
Job Adtlress (Slreet. Box or Route No.) City
30 -r.r ? ?
Sectlon No. Townshlp Name No. Range No. Coun
Occupant (PRMT)
?
, Phone No.
w
J
Power Supplier Atltlress
ElecMCal C Vacror ( mpeny Name)
? .?7 G ??c ConVactor's Licensa No.
S 7
Mailing Atltlress (COniractor or Owner Maki stallation)
Ec T s'7-?'a? 'Z?
Amhorizetl Signature mclodOwner Makitallalion) Phone Number . /
MINNESOTA STATE BOARD OF ELECTRICITY THIS INSPECTION REOUEST WILL NOT
Grigga-Mitlway Bidg. - Room 5.128 1111111111111111111111 111111111111111111111111 BE ACCEPTED BY THE STATE 80ARD
1821 Unlverclty Ave., SL Paul, MN 5510G UNLE55 PPOPER INSPECTION fEE IS
Phone (612) 842-0800 U ENCLOSED.
r
?ULL 44NGINEERING
SITE ADDRESS
3045 SIBLEY MEMORIAL HWY
Unit # Permit #
L 1 B 26 Sect./Sub. SECTION 9
INSPECTION INSPECTOR DATE COMMENTS
?r IeX
• ? _
INSPECTION INSPECTOR OATE COMMENTS
I
w
Mike Magulre
Mnroq
Paul Bakken
Peggy Carlson
Cyndee Fields
Meg Tlllay
COUNCIL MEMBERS
Thomes Hedges
CM ADMINISTRATOR
MUNICIPAL CENTER
3630 Pilot Knob Road
Eagan, MN 55122-1810
651.675.5000 phone
651.675.5012fex
651.454.8535 TDD
MAINTENANCE FACILfTY
3501 Coachman Point
Eagan, MN 55122
651.675.5300 phone
651.675.5360fex
651.454.8535 TDD
www.cityofeagan.com
THE LONE OAK TNEE
The sym6ol of
strength and growth
in our community.
Apri125,2008
Sowles Properties Lp
Attn: Laurence Sowles
3045 Hwy 13
Eagan MN 55121-1602
RE: 3045 Highway 13-Eagan, MN
Dear Mr. Sowles:
The City of Eagan has a zoning ordinance that regulates land use within the city. One of
the responsibilities of the Community Development Deparhnent is to ensure compliance
with these regulations. As a propefty owner, you are receiving this letter to noUfy you of
City Code requirements and conditions on your property that require correction. I
observed the following conditions on your property during a recent compliance
inspection of your Interim Use Permit:
On March 6 2007, you were granted au Interim Use Permit allowing outdoor
storage on various locations of the property. One of the conditions of the permit
was subjecting the permit to annual review to ensure compliance with the
conditions.
I conducted an inspection of the property and observed refuse containers being
stored outside. This is in violation of condition eight of the IU permit, requiring
that all refuse containers be stored inside the buildings or inside an approved
enclosure.
I also observed various items stored off the asphalt in the northwestern edge of
the south paved lot. This area is identified as area #6 on the euclosed site map.
Since this area was originally paved, no storage may exist off the hard surface.
Area #6 is also identified to have been striped with drive aisles to maintain proper
spacing for emergency vehicle access. I observed that the striping had not been
established.
Section Sec. 11.50
NP Violation
In a letter dated January 25 2007, that you submitted as part of the application
process for the Interim Use Permit, you stated tLat you had as many as 25 renters
occupying this property. On my recent inspection, I observed that one of these
tenants is a school, offering vocational training for truck driving, with a second
being a painting contractor right next door. It appears based on the observation
that separations of the buildings for mixed and multiple uses may have occurred,
without the involvement of the Protective Inspections Department You must
contact Mike Lence, Senior Building Inspector, and arrange a site inspection of
the property to assess what, if auy, conditions exist that require correction.
Mike's direct number is (651)675-5676.
Section
Building Code Violation
.-
Please take the conective actions necessary to bring the above violations into
compliance, within ten days from the date of this letter.
We appreciate your cooperation in complying with this request. I will be conducting a
follow-up inspection. Please feel free to contact me at (651)675-5678 with questions
regarding this matter or our City Code. Please provide the following case number, with all
correspondence. Your case number is, 08-003612.
Sincerely,
?
JeffMunsterteiger
Code Enforcement Technician
Enclosure: Supporting Documentation
CC: Dale Schoeppner-Chief Building Official-City of Eagan
Mike Ridley-City Planner-City of Eagan
Mike Lence-Senior Building Inspector-City of Eagan
, ? Sowles Co.
^.
.. 3045 Highway 13 Ste. 100
Eagan, MN 55121-1602
? Sowlis .. . _
, _: ?i
651-287-9700
657-287-9710(FAX)
www.sowles.com
` lUN ri 2 2005
I
. i Billings
?-' 406-248-4361
406-248-8330(FAX)
JUSIE 1, 2005
`;.,r Spokane
509-922-9121
509-921-5984 (FAX)
City of Eagan aortiand
503-615-2945
3830 Pilot Knob Road 503-675-0694 (FAX)
Eagan, MN 55122
GO Inspections Department
Atm: Mr. Craig Novacyk Ph: 651.675.5683
Fax: 651.675.5694
ItE: 3045 Highway I3 \
Sowles Properties -
Subject: Crane Tower Footing-Inspection
SPECIAL INSYECTION REPORT
All specifications for this footing work have been satisfied.
Concrete: Conerete cylinder breaks confirmed the conerete strength exceeds the
specified concrete strength.
Footing depth and size: Footing dimensions were inspected and satisfy the detailed
dimensions.
Subgrade:
Subgrade was on undisturbed soil.
:Zeinforcernen:: .°.eba: materia'. st:ength sat:sfies the specified s:rcngYh.
Reinforcement placement: Rebar placement was inspected and placed in appropriate
locations as detailed.
1'his report was prepared by me, and I am a duly Licensed Professional Engineer under
the laws of the State o1' Minnesota.
Gary R. Lewerer
Date: June 1, 2005 License No.: 13952
Sow1esshoplcfle060105
EQUAL OPPORTUNITY EMPLOYER
R
Ucj- aL 2004 COMMERCIAL BUILDING PERMIT APPLICATION
Se 6? City Of Eagan
3830 Pilot Knob Road, Eagan Mn 55122
GL+.-7 0Telephone # 651-675-5675 FAX # 651-675-5694
• Structurel Plans (2) sets . Architectural Plans (2) seLs
• Civil Plans (2) • Struclural Plans (2) •
• Certificate of Survey (1) . Civil Plans (2)
• CodeAnalysis (i)'• . LandscapingPlans (2) •
. PrqectSpers (1) • CodeAnalysis (1) " •
. Spec. Insp. & Testing Schedule " • Certificate of Survey (1)
• Soils Report (1) . Spec. Insp. & Testing Schedule (1) "
• Meter size must be established • Meter size must be established
1 • PrqectSpecs (1)
d • EnergyCalculaUons (1)
1 • Electric Power 8 Lighting Form (1) "
1 • Master Exit Plan (1)
l . Emergency Response Site Plan (1)
L . SoilsReport (1)
• SAC deferminafinn -rall R51-fi027 000 . RGC dalartninofinn _ rall RS'I_F09_1000 E
1
d
1
j
1
call 651-602-1000
Call MN Dept of Health at 651-215-0700 for details regazding food & beverage or lodging facilities.
** Contac[ Building Inspections for sample and if required when it states "not always".
•'" Pertnit for new building or addition will not be processed without Emergency Response Site Plan.
?
Date /2?y / 09
Site Address 3 D'? S f?? y? wa? I 3
Tenant Name So Rt'o?t e- f F o!
Construction Cos[
UnidSte #
ormer Tenant Name
Description ot Work Twt ? (f rcw e ?ovrt C/a
Property Owner lC )" Prv Pe ?' T e?-- Telephone #(6,$7 ) a? 7 -C/ 7?s
Contractor SO ?? ( G S Cp r
Address 30 4'5- 1??? ?7 w?? !.?J
State fW4 r Zip City Za
Telep6one # ((SI )
Arch/Engr L7-(ti f'
nadress 34 Y S ?? A ?.- /-3
State - - -?it y ^-'7 /W Zip Registration #
City
Telephone # (6Sl) T l6
Licensed plumber installing new sewer/water service: Phone #: (
I hereby apply for a Commercial Building Permit and acknowledge that the information is complete and accurate;
that the work will be in conformance with the ordinances and codes of the City of Eagan and the State of MN
Statutes; I understand this is not a permit, but only an application for a permit, and work is not to start without a
pernut; that the work will be in accordance with the approved plan in the case of work which requires a review and
approval of plans.
DA,tl / 6& SowG 6 S
ApplicanYs Printed Name ApplicanYs Signature
c C&-Wl c -8'
-~f S
Architectural Pians (2) sets
CodeAnalysis (1) "
ProjectSpecs (1)
KeyPlan (1)
Master Exit Plan (1)
Energy Calcula6ons (1) not always"
Elec. Power & Lighting Form (1) not always"
Meter size must be established-if applicabla
r 11i
OFFICE USE ONLY ,
Sub Types ?
? 01 Foundation ? 26 Pubiic Facility ? 30 Accessory Building
? 14 Apartments /'84, 27 Commercial/Industrial ? 32 Ext Alt-Apartments
? 15 Lodging ? 28 Greenhouse ? 34 Ext Alt-Commercial
? 25 Miscellaneous C 29 Antennae ? 35 Ext Alt-Public Faci]ity
?N?
0,
?-? .
? 37 Nail Salon
Work Types
? 31 New ? 35 Int Improvement ? 38 Demolish (Interior) ? 44 Siding
? 32 Addition ? 36 Move Bldg. ? 42 Demolish (Foundation) ? 45 Fire Repair
? 33 Alteration ? 37 Demolish (B(dg)` ? 43 Reroof ? 46 Windows/Doors
? 34 ReplaCement •Demolition (Entire Bldg only) - Give PCA handout to applicant
S"e 0? O;tL
g
Valuation
I Occupancy MCES System
Census Code Zoning City water
SAC Units Stories Booster Pump
Nbr. of Units Sq. Ft. PRV
Nbr. of Bldgs Length Fire Sprinklered
Type of Const Width
ReqWred Inspections .
V Footings (KevrbtM InsulaHon
Footings (deck) FinaVC.O.
_
Footings (addition) ? FinaVNo C.O. '
Foundation Other 5rrG'f-1A"L- INsdp A-60 A
Drain Tile
_ RooF Ice Pr _ Decking _ Insul _ Final _ Pool _ Ftgs _ Air/Gas Tests _ Final
_ Framing _ Siding _ Stucco _ Stone
_ Fueplace _ R.I. _ Air Test _ Final _ Windows
Approved By: Planning
Base Fee ? (c -] - 2 S
Surcharge LI. S?
Plan Review
MCES SAC
City SAC
Water Supply & Storage (WAC)
S/W Permit
SNV Surcharge
Treatment Plant
Park Dedication
Trails Dedication
Water Quality
Copies
Water Trunk
Sewer Trunk
Other
Total
1'11. ? 5
Building Inspector
. • .
20' S£1'€`4 C.LG
Nw cae. a r?w?/? or Hvn/a ?oan? uxE ar' Mq+/4 a wxi/. SE[. 9. r , rt.xz L?l
a ucc. r.x>. a.sp
89'4612° E 1197.00'--
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SOWLES
Af? 1?r\? ??? ^\
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JUN U 3 2004 ? I
TOWER CRANE LOCATION
JUN. 1.2005 9:15RM SOWLESiNWTC 651-287-9710 N0.995 P.1/1
SOWI.ES
.118]'M
J1ll10 1, 200$
City of Eagan
3830 Pilot Knob Road
Eagan, MN 55122
C/O Inspections Department
Attn: Mr. Craig Novacyk Ph: 651.675.5683
Fax: 651.675.5694
RE: 3045 Highway 13
Sowles Properties
Subject: Crane Tower Footing-Inspection
SPECTA.L INSPECTION REPORT
All specifications for tYus footing work have been satisfied.
Sowles C0.
3045 MghwaY 73 Ste. 100
Eagan, MN 56121-1802
esi-zs74M
651-287-9710 (FAX)
vrnw.sowlea.com
Billlnps
406-248-4361
406-248-8330 (FAX)
Spokane
509-922-9121
509-921-5884 (FA)Q
Portland
503-615-2945
508-815A894 (FAX)
Concrete: Concrete cylinder breaks coufirmed the concrete strength exceeds the
specified concrete sh'engtU.
Footing depth and size: Footiag dimensions were inspected and satisfy the detailed
dimensions.
Subgrade:
Subgrade was on undisturbed soil.
Reinforcement: Rebar material strength satisfies the specified strength•
Reinforcement placement: Rebar placement was inspected and placed in appropriate
locations as detailed.
This report was prepared by me, sud I am a duly Licensed Professional Bngineer under
the laws of the State of Minnesota.
-Gary R. Lewerer
Date: June 1, 2005 License No.: 13952
Sow1esshopto8g060105
EQUAL OPPORTUNITY EMPLOYER
TO: TOM STRUVE, SUPERINTENDENT OF STREETS & EQUIPMENT
LEON WEILAND, CONSTRUCTION INSPECTOR
DALE WEGLEITNER, FIRE MARSHAL
ERIC MACBETH, WATER RESOURCES COORDINATOR
GREGG HOVE, CITY FORESTER
JOHN GORDER, ASSISTANT CITY ENGINEER
KENT THERKELSEN, CHIEF OF POLICE
MARK ANDERSON, ELECTRICAL INSPECTOR
MIKE RIDLEY, CITY PLANNER
PAUL HEUER, SYSTEMS ANALYST
SCOTT PETERSON, BUILDING INSPECTOR
TOM COLBERT, DIRECTOR OF PUBLIC WORKS
TOM PEPPER, CHIEF FINANCIAL OFFICER
LANE WEGENER, ENGINEERING TECHNICIAN
FROM: CRAIG NOVACZYK, SENIOR INSPECTOR
DATE: MAY 25, 2004
RE: PLAN REVIEW FOR SOWLES PROPERTIES
3045 HIGHWAY 13 (TOWER CRANE FOUNDATION)
The plans aze in our plan review section for your review and comment.
FILE A
Please return this form to mv attention with your signed comments and the date of review
within seven days. If you have any concems with these plans, please so indicate on this form and
notify and resolve these issues with the affected parties. If you are requesting that issuance of the
building permit be held, please fill out the proper "hold" request form.
Comments:
Indicate any fees that are to be collected with the building permit:
AMOUNT
? Yes ? No
? Yes ? No
? Yes ? No
? Yes 0 No
? Yes ? No
? Yes ? No
landscape security required
water quality dedication
park dedication
trail dedication
tree dedication
PRV Required
Signature
Date
ZONING?
METER SIZE
CD/FORMSBLDG INSP/PLAN REV IHW CRAIG N REV ISED 9- 02
TO: TOM STRUVE, SUPERINTENDENT OF STREETS & EQUIPMENT
LEON WEILAND, CONSTRUCTION INSPECTOR
DALE WEGLEITNER, F[RE MARSHAL
ERIC MACBETH, WATERRESOURCES COORDINATOR
GREGG HOVE, CITY FORESTER
JOHN GORDER, ASSISTANT CITY ENGINEER
KENT THERKELSEN, CHIEF OF POLICE
MARK ANDERSON, ELECTRICAL INSPECTOR
MIKE RIDLEY, CITY PLANNER
PAUL HEUER, SYSTEMS ANALYST
SCOTT PETERSON, BUILDING INSPECTOR
TOM COLBERT, DIRECTOR OF PUBLIC WORKS
TOM PEPPER, CHIEF FINANCIAL OFFICER
LANE WEGENER, ENGINEERING TECHNICIAN
FROM: CRAIG NOVACZYK, SENIOR INSPECTOR
DATE: MAY 25, 2004
RE: PLAN REVIEW FOR SOWLES PROPERTIES
3045 HIGHWAY 13 (TOWER CRANE FOUNDATION)
The plans are in our plan review section for your review and comment.
FILE A
Please return this form to mv attention with your signed comments and the date of review
within seven days. If you have any concerns with these plans, please so indicate on this form and
notify and resolve these issues with the affected parties. If you aze requesting that issuance of the
building permit be held, please fill out the proper "hold" request form.
Comments:
Indicate any fees that are to be collected with the building permit:
AMOUNT
? Yes No landscape security required
? Yes ? No water quality dedication
? Yes No pazk dedication
? Yes No trail dedication
? Yes JJ? No tree dedication
? Yes „0 No PRV Required
ZONING??I
METER SIZE
Date'c?
CD/FORMSBLDG INSP/PLAN REVIE W CRAIG N REV ISED 9- 02
TO: TOM STRUVE, SUPERINTENDENT OF STREETS & EQUIPMENT
LEON WEILAND, CONSTRUCTION INSPECTOR
DALE WEGLEITNER, FIRE MARSHAL
ERIC MACBETH, WATER RESOURCES COORDINATOR
GREGG HOVE, CITY FORESTER
70HN GORDER, ASSISTANT CITY ENGINEER
KENT THERKELSEN, CHIEF OF POLICE
MARK ANDERSON, ELECTRICAL INSPECTOR
MIKE RIDLEY, CITY PLANNER
PAUL HEUER, SYSTEMS ANALYST
SCOTT PETERSON, BUILDING INSPECTOR
TOM COLBERT, DIRECTOR OF PUBLIC WORKS
TOM PEPPER, CHIEF FINANCIAL OFFICER
LANE WEGENER, ENGINEERING TECHNICIAN
FROM: CRAIG NOVACZYK, SEIVIOR INSPECTOR
DATE: MAY 25, 2004
RE: PLAN REVIEW FOR SOWLES PROPERTIES
3045 HIGHWAY 13 (TOWER CRANE FOUNDATION)
The plans are in our plan review section for your review and comment.
Please return this form to mv attention with your signed comments and the date of review
within seven days. If you have any concerns with these plans, please so indicate on this form and
notify and resolve these issues with the affected parties. If you aze requesting that issuance of the
building permit be held, please fill out the proper "hold" request form.
Comments: O IZ ` ?no„nQa+ ih? C?i+ 56??10? cl5/' /-? 0u151,4
?y ??u6/ic esr5aflld,+f5 or
? . .
Indicate any fees that are to be collected with the building permit:
AMOUNT
? Yes ? No landscape security required
? Yes ? No water quality dedication
? Yes ? No pazk dedication
? Yes ? No trail dedication
? Yes ? No tree dedication
? Yes ? No PRV Required
gnature
FILE A
ZONING?_
METER SIZE
5 - 27-v`/
Date
CD/FOIiMS/DL?G INSP/PLAN REVIEW CRAIG N REVISED 9- 02
TO: TOM STRUVE, SUPERINTENDENT OF STREETS & EQUIPMENT
LEON WEILAND, CONSTRUCTION INSPECTOR
DALE WEGLEITNER, FIRE MARSHAL
ERIC MACBETH, WATER RESOURCES COORDINATOR
GREGG HOVE, CITY FORESTER
JOHN GORDER, ASSISTANT CITY ENGINEER
KENT THERKELSEN, CHIEF OF POLICE
MARK ANDERSON, ELECTRICAL INSPECTOR
MIKE RIDLEY, CITY PLANNER
PAUL HEUER, SYSTEMS ANALYST
SCOTT PETERSON, BUILDING INSPECTOR
TOM COLBERT, DIRECTOR OF PUBLIC WORKS
Mq TOM PEPPER, CHIEF FINANCIAL OFFICER
LANE WEGENER, ENGINEERING TECHNICIAN
-44t91Yfr CRAIG NOVACZYK, SENIOR INSPECTOR
DATE: D4AY 25, 2004
RE: PLAN REVIEW FOR SOWLES PROPERTIES
3045 HIGHWAY 13 (TOWER CRANE FOUNDATION)
The plans are in our plan review section for your review and comment.
FILE A
Please return this form to mv attention with your signed comments and the date of review
within seven days. If you have any concems with these plans, please so indicate on this form and
notify and resolve these issues with the affected parties. If you are requesting that issuance of the
building permit be held, please fill out the proper "hold" request form.
Comments:
Indicate any fees that are to be collected with the building permit:
AMOUNT
? Yes ? No landscape security required
? Yes ? No water quality dedication
? Yes No park dedication
? Yes No trail dedication
? Yes No
k tree dedication
? Yes No PRV Required
Signature
ZONING?
METER SIZE
cn ?1* -V4-
Date
sla &l°
CD/FORMS/BLDG INSP/PLAN REVIEW CRAIG N RE.VISED 9- 02
TO: TOM STRUVE, SUPERINTENDENT OF STREETS & EQUIPMENT
LEON WEILAND, CONSTRUCTION INSPECTOR
DALE WEGLEITNER, FIItE MARSHAL
ERIC MACBETH, WATER RESOURCES COORDINATOR
GREGG HOVE, CITY FORESTER
JOHN GORDER, ASSISTANT CITY ENGINEER
KENT THERKELSEN, CHIEF OF POLICE
MARK ANDERSON, ELECTRICAL INSPECTOR
MIKE RIDLEY, C1TY PLANNER
PAUL HEUER, SYSTEMS ANALYST
SCOTT PETERSON, BUILDING INSPECTOR
TOM COLBERT, DIRECTOR OF PUBLIC WORKS
TOM PEPPER, CHIEF FINANCIAL OFFICER
LANE WEGENER, ENGINEERING TECHNICIAN
FROM: CRAIG NOVACZYK, SEDilOR INSPECTOR
DATE: MAY 25, 2004
RE: PLAN REVIEW FOR SOWLES PROPERTIES
3045 HIGHWAY 13 (TOWER CRANE FOUNDATION)
The plans aze in our plan review section for your review and comment.
FILE A
Please return this form to mv attention with your signed comments and the date of review
within seven days. If you have any concems with these plans, please so indicate on this form and
notify and resolve these issues with the affected parties. If you are requesting that issuance of the
building permit be held, please fill out the proper "hold" request form.
Comments:
Indicate any fees that aze to be collected with the building permit:
AMOUNT
? Yes ? No landscape security required
? Yes ? No water quality dedication
? Yes ? No park dedication
? Yes ? No trail dedication
? Y ? No tree dedication
? o PRV Required
ignature
ZONING?_
METER SIZE
Date l
CD/FORMS/BLDG INSP/PLAN REV IEW CRAIG N REV ISEU 9- 02
TO: TOM STRIJVE, SUPERINTENDENT OF STREETS & EQUIPMENT
LEON WEILAND, CONSTRUCTION INSPECTOR
DALE WEGLEITNER, FIRE MARSHAL
ERIC MACBETH, WATER RESOURCES COORDINATOR
GREGG HOVE, CITY FORESTER
JOHN GORDER, ASSISTANT CITY ENGINEER
KENT THERKELSEN, CHIEF OF POLICE
MARK ANDERSON, ELECTRICAL INSPECTOR
MIKE RIDLEY, CITY PLANNER
PAUL HEllER, SYSTEMS ANALYST
SCOTT PETERSON, BUILDING INSPECTOR
TOM COLBERT, DIRECTOR OF PUBLIC WORKS
TOM PEPPER, CHIEF FINANCIAL OFFICER
LANE WEGENER, ENGINEERING TECHNICIAN
FROM: CRAIG NOVACZYK, SENIOR INSPECTOR
DATE: MAY 25, 2004
RE: PLAN REVIEW FOR SOWLES PROPERTIES
3045 HIGHWAY 13 (TOWER CRANE FOiT1VDATI0N)
The plans are in our plan review section for your review and comment.
Please return this form to mv attention with your signed comments and the date of review
within seven days. If you have any concerns with these plans, please so indicate on this form and
notify and resolve these issues with the affected parties. If you are requesting that issuance of the
building permit be held, please fill out the proper "hold" request form.
Comments: 1\)/ A
Indicate any fees that are to be colJected with the building permit:
AMOUNT
? Yes ? No landscape security required
? Yes ? No water quality dedication
? Yes ? No park dedication
? Yes ? No trail dedication
? Yes ? No tree dedication
? Yes ? No PRV Required
i ature
ffORMS/BLDG IIQSP/PIAN REVIGW CRAIGN
FILE A
ZONING?
METER SIZE
?l 0?-5'.?P1PJ?l
Date
REV ISCD 9- 02
W
TO: TOM STRIJVE, SUPERINTENDENT OF STREETS & EQUIPMENT
LEON WEILAND, CONSTRUCTION INSPECTOR
DALE WEGLEITNER, FIRE MARSFIAI,
ERIC MACBETH, WATER RESOURCES COORDINATOR
GREGG HOVE, CITY FORESTER
dOHN GORDER, ASSISTANT CITY ENGINEER
KENT THERKELSEN, CHIEF OF POLICE
MARK ANDERSON, ELECTRICAL INSPECTOR
MIKE IiIDLEY, CITY PLANNER
PAUL HEUER, SYSTEMS ANALYST
SCOTT PETERSON, BUILDING INSPECTOR
TOM COLBERT, DIRECTOR OF PUBLIC WORKS
TOM PEPPER, CHIEF FINANCIAL OFFICER
LANE WEGENER, ENGINEERING TECHNICIAN
FROM: CRAIG NOVACZYK, SENIOR INSPECTOR
DATE: MAY 25, 2004
RE: PLAN REVIEW FOR SOWLES PROPERTIES
3045 HIGHWAY 13 (TOWER CRANE FOUNDATION)
The plans are in our plan review section for your review and comment.
FILE A
Please return this form to mv attention with your signed comments and the date of review
within seven days. If you have any concerns with these plans, please so indicate on this form and
notify and resolve these issues with the affected parties. If you are requesting that issuance of the
building permit be held, please fill out the proper "hold" request form.
Comments:
Indicate any fees that are to be collected with the building permit:
AMOUNT
? Yes ? No landscape security required
? Yes ? No water quality dedication
? Yes ? No pazk dedication
? Yes ? No trail dedication
? Yes -Fd- No tree dedication
? Yes N PRV Required
Signatiire
?
i
CD/FORMS L G RJSP/PLAN REVICW CRAIGN
ZONING?
METER SIZE
Date
REVISED 9- 02
TO: TOM STRiIVE, SUPERINTENDENT OF STREETS & EQUIPMENT
LEON WEILAND, CONSTRUCTION INSPECTOR
DALE WEGLEITIVER, FIRE MARSHAL
ERIC MACBETH, WATER RESOURCES COORDINATOR
GREGG HOVE, CITY FORESTER
JOHN GORDER, ASSISTANT CITY ENGINEER
KENT THERKELSEN, CHIEF OF POLICE
MARK ANDERSON, ELECTRICAL INSPECTOR
MIKE RIDLEY, CITY PLANNER
PAUL HEUER, SYSTEMS ANALYST
SCOTT PETERSON, BUILDING INSPECTOR
TOM COLBERT, DIRECTOR OF PUBLIC WORKS
TOM PEPPER, CHIEF FINANCIAL OFFICER
LANE WEGENER, ENGINEERING TECHPIICIAN
FROM: CRAIG NOVACZYK, SEIVIOR INSPECTOR
DATE: MAY 25, 2004
RE: PLAN REVIEW FOR SOWLES PROPERTIES
3045 HIGHWAY 13 (TOWER CRANE FOUNDATI0N)
The plans are in our plan review section for your review and comment.
Please return this form to mv attention with your signed comments and the date of review
within seven days. ff you have any concerns with these plans, please so indicate on this form and
notify and resolve these issues with the affected parties. If you are requesting that issuance of the
building permit be held, please fill out the proper "hold" request form.
Comments:
Indicate any fees that are to be collected with the building permit:
AMOUNT
? Yes O/ No landscape security required
? Yes U'No water quality dedication
? Yes ? No park dedication
? Yes ? No trail dedication
Signattue LFILE A
? Y,ej ? No tree dedication
? Ye,s ? No VR , Required
/ /
ZONING?
METER SIZE
s/2?
Date
CD?ORMS/BLDG MSP/VLAN REVIEW CRAIGN REVLSND 9- 02
TO: TOM STRUVE, SUPERINTENDENT OF STREETS & EQUIPMENT
LEON WEILAND, CONSTRUCTION INSPECTOR
DALE WEGLEITNER, FIRE MARSHAL
ERIC MACBETH, WATER RESOURCES COORDINATOR
GREGG HOVE, CITY FORESTER
JOHN GORDER, ASSISTANT CITY ENGINEER
KENT THERKELSEN, CHIEF OF POLICE
MARK ANDERSON, ELECTRICAL INSPECTOR
MIKE RIDLEY, CITY PLANNER
PAUL HEUER, SYSTEMS ANALYST
SCOTT PETERSON, BUILDING INSPECTOR
TOM COLBERT, DIRECTOR OF PUBLIC WORKS
TOM PEPPER, CffiEF FINANCIAL OFFICER
LANE WEGENER, ENGINEERING TECHNiCIAN
FROM: CRAIG NO VACZYK, SENIOR INSPECTOR
DATE: MAY 25, 2004
RE: PLAN REVIEW FOR SOWLES PROPERTIES
3045 HIGHWAY 13 (TOWER CRANE FOUNDATION)
The plans are in our plan review section for your review and comment.
FILE A
Please return this form to mv attention with your signed comments and the date of review
within seven days. If you have any concerns with these plans, please so indicate on this form and
notify and resolve these issues with the affected parties. If you aze requesting that issuance of the
building permit be held, please fill out the proper "hold" request form.
Comments:
Indicate any fees that are to be collected with the building permit:
AMOUNT
? Yes ? No landscape security required
? Yes ? No water quality dedication
? Yes ? No park dedication
? Yes ? No trail dedication
? Yes ? No tree dedication
? Yes ? No PRV Required
Signature
ZONING?
METER SIZE
Date
CD/FORMS/BLDG MSP/PLAN REVIEW CRAIG N REVISED 9-02
TO: TOM STRUVE, SUPERINTENDENT OF STREETS & EQUIPMENT
LEON WEILAND, CONSTRUCTION INSPECTOR
DALE WEGLEITNER, FIRE MARSHAL
ERIC MACBETH, WATER RESOURCES COORDINATOR
GREGG HOVE, CITY FORESTER
JOHN GORDER, ASSISTANT CITY ENGINEER
KENT THERKELSEN, CHIEF OF POLICE
MARK ANDERSON, ELECTRICAL INSPECTOR
MIKE RIDLEY, CITY PLANNER
PAUL HEUER, SYSTEMS APIALY5T
SCOTT PETERSON, BUII,DING INSPECTOR
TOM COLBERT, DIRECTOR OF PUBLIC WORKS
TOM PEPPER, CHIEF FINANCIAL OFFICER
LANE WEGENER, ENGINEERING TECHNICIAN
FROM: CRAIG NOVACZYK, SENIOR INSPECTOR
DATE: MAY 25, 2004
RE: PLAN REVIEW FOR SOWLES PROPERTIES
3045 HIGHWAY 13 (TOWER CRANE FOUNDATION)
The plans ue in our plan review section for your review and comment.
FILE A
Please return this form to mv attention with your signed comments and the date of review
within seven days. If you have any concerns with these plans, please so indicate on this form and
notify and resolve these issues with the affected parties. If you are requesting that issuance of the
building permit be held, please fill out the proper "hold" request form.
Comments:
Indicate any fees that are to be collected with the building permit:
AMOUNT
? Yes ? No landscape security required
? Yes ? No water quality dedication
? Yes ? No park dedication
? Yes ? No trail dedication
? Yes ? No tree dedication
? Yes ? No PRV Required
Signature
ZONING?_
METER SIZE
Date
CD/FORMS/6LDG INSP/PLAN REVIEW CRAIG N REVISED 9- 02
/03(-7
FIRE SUPPRESSION SYSTEMS
Permit Application
City OfEagan
3830 Pilot Knob Road, Eagan Mn 55122
Telephone # 651-675-5675 FAX # 651-675-5674
Requiremenu: 2 complete sets of drawings and specificatioas •
cut sheets on materials and comoonents to be used
Date // / 63
Site Address:
Tenant / Building Name:
The Applicant is: _ Owner ? Contractor _ Other
PROPERTY OWNER
Address:
City: State: Zip:
CONTRACTOR MN License No. <YO
Address: .;Z;71 Ga. City:
State: Zip: ??/o- Phone #: (;;/Z
ESTIMATED COMPLETION DATE: / D 3
FIRE PERMIT TYPE: ? Sprinkler System (# of heads Fire Pump _ Standpipe
Other:
?I
WORK TYPE: New Addition Alterations Re ? el
- - ?? NOV 2 4 2003 _ Other:
Rv
DESCRIPTION OF WORK: ? Commercial _ Residential _ Educational
_ Other:
PLEASE COMPLETE REVERSE SIDE
PERMIT FEE:
Contract Value $ 7?4a x.Ol% _$ ?? ? Permit Fee
. If Permit Fee is $1,000 or less, add $.50 => $ --64zoz?- ? State Surcharge
If Permit Fee is over $1,000, add $30 per
$1,000 Permit Fee
3/4" Displacement Fire Meter - $156.00 $
`7d s7
TOTAL FEE: $50.50 Minimum Fee (includes State Surcharge) $ ?
I hereby apply for a Fire Suppression System pernut 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
Minnesota Building/Fire Codes; that I understand this is not a permit, but only an application for a pemut, 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.
ApplicanYs Printed Name Applicant's S' ature
e±:?? gQ a7om 3
:
Date
DO NOT WRITE BELOW THIS LINE
REQUIRED INSPECTIONS
_ Hydrostatic _ Flow Alarm _ Drain Test ?gh I?1
? 1'rip _ Pump Test _ Central Station ? Final
Conditions of Issuance:
Permit Approved b Date: -ZL
U-) lock a(-
a003 COMMERCIAL
5-e ,` C) y" -420111111ZBUILDING PERMIT APPLICATION
CS '?? ?1 I
CITY OF EAGAN
651-681-4675
Foundation Onl New Construction Interior Im rovement
• StrucW21 Plans (2) sels • Architectural Plans (2) sets • Architectural Plans (2) sets
• CivllPlans (2) . StrucWralPlans (2) • CodeAnalysis (1)
• CerUflcate of Survey (1) • Civil Plans (2) • Projed Specs (1)
• CodaAnalysis (1) •• • LandscapingPlans (2) • KeyPlan (1)
• Project Specs (1) . Code Malysls (1) '• • Master Exit Plan (1)
• Spec.lnsp.&Testing5chedule " . CertifipteofSurvey (1) • EnergyCalculaUOns (i) notalways"
• Soils Report (1) • Spec. Insp. 8 Testlng Schedule (1) " • Elec. Power 8 Lighfing Form (1) not always"
• Meter size must be established • Meter size must be esfablished • Metar size must be eshablished - if applicable
• ProjectSpecs (1)
1 • EnergyCalculations (7) " 1
i • Electric Power& Lightlng Form (1) •' 1
1 • Master Exit Plan (1) 1
1 • Fire Protection Plan (t)" 1
1 • SoilsReport (1) 1
• MC/ES SAC detertninatlon letter • MC/ES SAC determinption letter • MC/ES SAC determination letter
call 651-602-1000 ca11 6 5 7-6 02-1 000 ca11 6 51-6 02-1 000 ' '
" Contact Building Inspections for sample '
Food & bev rage or lodging facilities - submit plan to MN Department of Health. Call 651-215-0700 for details.
DATE: ? D3 WORK TYPE: _ NEW ?Y REMODEI CONSTRUCTION C,OST: 7UjDm
SITEADDRESS: ?50 S T /{Y /3 TENANT NAME:
(?.3 lo
SUITE #: '-"'
FORMER TENANT NAME, IF APPLICABLE: CQM
DESCRIPTION OF WORK -??? u44,? , 54-4?CT4C0114- ? D'1t-RC-• F/N.} 5NFS•
PROPERTY
OWNER
CONTRACTOR
ARCHITECT/
ENGINEER
Name: sUWI.(?s egrD1Aw?z Phone#:?
Last First
Sheet
City:
State: Zip:
Company: W; (i$ t4 (?iPBYIZI? G7 (G+J Phone #: ('41, ) 917 - 77<b
Street Address: WD i i!YxFi K-dGl 16C CA?(,' LE
City: ??-f3UYL?/(M? TLYJ State: 94 N Zip: S 5 Y-31
Company:
Nazne:
Sheet Address:
Sbte:
Licensed plumber insWlling new sewer/water service: N
Phone #: Z 17 "
Regis tion`#!: lp.j `"
5 y3
Phone #:
`t - -0
I hereby acknowledge that I have read this application, state that the information is co , and•agr . to m aniiEcable State of
Minnesota Statutes and City of Eagan Ordinances.
Signature of Applicant? /
\ Updated 1/02
OFFICE USE ONLY
SUBTYPE
? Ol Foundation ? 26 Public Facility ? 30 Accessory Bldg.
? 14 Apartments X 27 CommerciaU7n dustrial ? 32 Ext Alt - Apts.
? 15 Lodging ? 28 Gteenhouse ? 34 Ext Alt - Comm.
? 25 Miscellaneous ? 29 Antennae ? 35 Ext Alt - PF
? 37 Nail Salon
WORK TYPE
? 31 New ? 35 Tenant Impr ? 42 Demolish (Foundarion) ? 46 WindowslDoors
? 32 Addition ? 36 Move Bldg ? 43 Reroof ? 47 Repair
? 33 Alterations ? 37 Demolish (Bldg) ? 44 Siding ? 48 Authorizarion
? 34 Replacement ? 38 Demolish (Int) ? 45 Fire Repair
GENERAL INFORMATION
Census Code 4:5'1 Zoning. sq. ft.
SAC Code 3Q # of Stories sq. ft.
No. of Uniu o Length
- sq. ft.
No. of Bldgs. r Width sq. ft.
Const. (Actual) Basement sq. ft. MC/ES System ?
(Allowable) First Floor sq. ft. City Water
UBC Occupancy fj ( sq. ft. Fire Sprinklered ?
MISCELLANEOUS INSPECTIONS
? Gas Service Test ? Heating ? Insulation ? Plumbing ? Stucco/Stone
APPROVALS ?
Planning Building Engineering Variance.
Permit Fee
Suroharge
Plan Review
MC/ES SAC
City SAC
Water Supply & Storage
S!W Permit
S/W Surcharge
Treatment Plant
Park Dedication
Trails Dedication
Water Quality
Other
Copies
Total
6" . " VALUATION $
20."
sJS°i.tl
000 !:p
% SAC
SAC Units
Meter Size
? q??.?
U()236
3
Council Minutes ol o- a(a
?
August 16, 1983 /p, po90o -??Y
e,
? LDLL ENGINEERZNG - 9ARIANCE
The application of Lull Engineering Co., Inc. for variance to the City
requirement of surfaced parking area for the proposed expansion of the Lu11
Engineering office 6uilding on Highway 013 was next presented. Dale Runkle
reviewed the application and Orrin Nord was present on behalf of tne appli-
cant. He stated that the applicant would be required to put docrn a very thick
mat because of the heavy trucks that come into the yard, and requested a
variance from the provision to allow crushed rock mat for that reason. Mr.
Runkle stated that the upgrading oP the facilities at the time of application
for building permit is an issue that the City raises with such an applicant.
Wachter moved, Egan seconded the motion to approve the application fo^
variance because of the hardship noted, Lull Engineering being a long-term
owner in the City and the faet that it keeps its yard in an orderly manner.
Councilmembers encouraged the applicant to blacktop the area for office par'.<-
ing purposes. All voted in favor.
COACHKNH LAAD COMPAAY 3RD ADDITION - FINAL PLAT
The aoplication of Rosewood Corporation for final plat approval of
Coachman Land Company 3rd Addition was submitted to the Couneil. Mr. Runkle
-- briefly revieued the application and noted that an owner in the Timberline
Addition, objected that there was inadequate berming aceording to the original
plans, along the north side oP the plat of the area. Fred Katter was present
for the applicant, and stated that the applicant has increased the landscaping
substantially from the original plan and uill provide a berm for the 3rd
Addition similar to that in the 2nd Addition. It was further noted that the
park dedic3tion has not been completed but was expected to be completed in the
very near future. Smith moved, Thomas seconded the motion to approve the
application for final plat approval and authorize the Mayor and City Clerk to
execute the related documents. All voted in favor.
R 83-53
HILLCREST ADDITION - CONTRACT 183-72 - S?REETS & UTILITIES
Bids have 6een received under Contract 1183-12 for the Hillcrest Addition
streets and utilities and the low bid xas from Northdale Construction Co. in
the sum of $265,831.00. Smith moved, Thomas seconded the motion to award the
contract to the low bidder stated above. A11 voted in favor.
EACAH CfROHICLE - EDZTOR
David Siegel, the nerr Editor of tha Eagan Chrontcle was :+eicomed by
Council aembers to the Council meeting.
6
:I?A Metaapolitan Council
AtA Building communities that work
November 26,
Jim Wisnowskil
Lull International Inc
3045 Highway 13
Eagan, MN 55121
i - - .
Re: Site Address: 3045 H'ighway 13, Eagan, MN 55121
(correspondence/pernrit 1103)
Deaz Mr. Wisnowski:
Enuironmer3tal Seruices
Thank you for notifying us that you have moved your manufacturing operation from your
facility at 3045 Highway 13 in Eagan. Consequently, Pemut Number 1103 is hereby
terminated. Please do not discharge any process wastewater from the Eagan facility
effective immediately and complete a Snal Industrial Waste Discharge Report for the Jan-
Dec 2001 period to report the amount of wastewater discharged.
If you have any questions or comments, please contact me at (651) 602-4736.
tcerely,
ti
Rog z Tan, P.E.
?9-Or Engineer
Industriai Waste & Pollution Prevention Section
cc: Robert Pohlman, MCES
Paul Neubauer, MCES
Tim Nelson, Lull J?ttemational, Inc.
City ofEagan l?
Dakota County Hazazdous Waste
www.metrocauncil.org Metro ITifo Line 602-1888
230 Eas[ Fitth Stree[ • St. PaW, Minnesota 55 10 1-1626 • f651) 602-1005 • Fa?x 602-1138 - 'P.Y 29I-0904
rrv R7F r.acnN
rASh!IEFC? J? TrftM.T.NAI... NCIa ?[-,!.
UATE;, 01!28f96 T.T.Mt'-:e 0a:3022
TD;
NFiME,., !_Ul..l... INTF.:.FNAT'IDNAL IA!C
2F_'56 9001 :1045 S.T.TtL.EiY Nil"M 6y(:,48.46
?
I
Tot:al. Recei.pt AliiOtliti'I:c 6y64tS,h6
CRUS 5F3;33 I
usr_:r zU: JnN
PERMIT
CITY OF EAGAN
3830 Filbt r.nob Road PERMIT TYPE: B U I L D I N G
Eagan, Minnesota 55122-1897 Permit Number: 031380
(612) 681-4675 Date Issued: 01 / 2 8/ 9 8
SITE ADDRESS:
3045 SIBLEY MEMORZAL HWY
LOT: 1 BLOCK: 26
SEC7ION 9
P.I.N.: 10-00900-010-26
DESCRIPTION:
COLD STORA6E BLRG
Buil:?dirt,gu-,Permit Type COMM. /IND.
8uilding Wb.r_k Type NEW
UBC Occupancy°6,, S-1
' Construction Ty'p;e VN
41
2oning row?? I-1
BuiTding Length 100
euilding Width . 80
ries
. Buil'ding 'S
t0
? 1
,
_
1
Squa.re Feet? s,00e
Censtie £ode?'320 INDUSTRIAL
a
REMARKS:
S&W PLUMBER - PLFN REVIEWED BY MIKE BARCK
ARCHITECT: FINN pANIELS, INC., DANIEL M. DEGE (REGISTRATION #24872)
2324 JIV€RSITY !1V€ #1-09ST.--PAUL MN 55114
FEE SUMMARY:
VALUATION $200,000
Base Fee $1.387.25 SEWER & WATER $100.00
Plan Review $901.71 5&W SURCHAR6E $.50
Surcharge $100.00 TREATMENT PLANT $444.00
5AC $1,000.00 LATERAL BENEFIT $2,715.00
SAC % 100 WATER CONN ? $.00
SAC Units 1 Total Fee $6,648.46,,.
Subtotal $3,388.96
9/i_5 3_7
CONTRACTOR:
iULL INDUSTRIES
3045 SIBLEY
EAGAN
(612) 454-4300
- Applicant -
24544300
MEMORIAL HWY
MN 55122
OWNER:
LULL TNTERNATIONAL INC
3045 SIBLEY MEMORIAL NWY
EAGAN MN
(612)454-4300
I
Z fiereby'acknowledge'that I hav:E
information is correct and:agre(
S-tatutss and C_ity of.; Eagen,qrtlir
?
APPLICANT/PERM EE SI NATU
"Wpw- /
3(390 199rUILDING PERMITAPPLICATION (COMMERCIAL)? ?O
CITY OF EAGAN
Q// 7?
681-4675 "'`?`??
.
/'Z' 7
The following are required wdh appropriate certification lor all,qg,g construction:
? 2 each: architectural plans; mach. 8 elec. plans; Rre aprinkler plans; structurel plans; sfla plans; landscaping plans; predingldreinegelerosion control
plan; utility plan
• 1 each: set of specifiwtions; set of energy caiwlations; etectrical power & lighting form; Special Inapectians S Tesling Schedule
? Letter from MCANS (phane #222-8423) indicating SAC detertnination
? Code analysis indicating: codea used; occupancy Gassifications; setbadcs; maximum allowable area as per Building and City Codes along witfi sq.
ft. per floor; typa of construction (synopsis of construction eomponents) 8 any oceupancy or area separation walls;
1? SOIL'S oceupancy loads; exit synopais wKh a diagrem indiwting exdinp loads from each room or area, trevel paths & all rated
REPORT corridors; plumbing fixtures; and parking.
DATE: December 16, 1997 WORKTYPE: XX New REMODEL
DESCRIPTION OF WORK: Cald storage and finishing building
CONSTRUCTION COST: $200,000 T NANT NAME: Lull InberIIatiOrka
StTE ADDRESS: 3045 Wq '? St aul, MN 55121
LOT,,(j-V0 BLOCK2-(, SUBD. 5eC, 9 P.I.D.#
PROPERTY
OWNER
Name: LuIl Inbernatinnal, Inc.
PhOfl@ #: 454-4300
USl RRbi
Street Address: 3045 Highway 13
City: st raui State: MN
CONTRACTOR Company: L"u rrnernational, Inc.
ARCHITECT!
ENGINEER
1OS 6 1 330
?a 19 ?a
Zip: 55121
Ph011e #: 454-4300
Street Address: 3045 Highway 13
City: St Paul Zip: 55121
Company: Pinn Daniels, znc. Phone #: (612) 641-1339
Name: naniel M. Dege Registration #: 24872
Street Address:
2324 Universty Ave ? 109
CIty: St Paul State: MN Zjp; 55114
Sewer 8 water licensed plumber (only if installing sewer & water):
I hereby acknowledge that I have read this application and state that the information is conect and agree
applicable State of Minnesota Statutes and City of Eagan Ordinances. , i
with all
Signature of Applicant: ?/T %
OFFICE USE ONLY
BUILDING PERMIT TYPE
? 01 Foundation
A" 18 Comm./Ind.
WORK TYPE
s' 31 New
? 32 Addition
GENERAL INFORMATION
? 19 Comm./lnd. Misc.
0 20 Pubtic Facility
? 33 Alterations
? 34 Repair
.r- -.
? 21 Miscellaneous
? 35 Tenant Finish
? 37 Demolition
Const. (Actual) \/a Basement sq . ft. MCJWS System '
(Allowable) JA/ First Fioor sq . ft. 'r, 000 City Water ?
UBC Occupancy 16- I sq. ft. Fire Sprinklered ES
Zoning =-1 sq. ft. Census Code 2t?
# of Stories t sq. ft. SAC Code 40
Length ioo , sq. ft. Census Bldg. ?
Depth Bo, Footprint sq. ft. 1,60 o Census Unit
APPROVALS
Planning Building Nl@s Engineering
Permit Fee i f3 S 1. 2S Valuation:
Surcharge i oo, -
Plan Review q o 1.I 1
MC/WS SAC 1, ooo. - i l?' ;ooo . o ?
City SAC 100, ? -
WaterConn. Aivew?y r„n<.•4cJ
S!W Permit 100. -
SNV Surcharge .50
_
Treatment PI. -1y4
Park Ded. 0
Trails Ded.
Water Qual
Variance
$ 2ao,ooo. ^'
Otfl@f Z?11S.c?o La?ava? heH.{':-F w.,ke- c.?.-ne??l?r.
Copies
Total:
% SAC
SAC Units
Meter Size
?....._.??...........?
?
?{ i i? •4;1
,? .
(_:.I.TV OF,
? .. ?
INO6 -:32
r}?.?`??' •- ° OE,:':?.%'.!.':';'i '..?.`"?... .? r ??t.l'?, ?
._,. . ?_. ,J.. i .{l7
.?..
_0 ?i. ?..???.....l ,.: i ..,., ._? t.. ,.. _.,_.
?,"•.
.4 i. ..,I_ ' '' ..
. .
/.tYp {.11f ?I c? 41?1:' ?••. °. ' ?
,.? ,.) _'fl'I P : _ • ?
..; ??.-?-? -- ?? .,..-.. ,-.:; c.!a..??•..?4?
cr-
_,...i._? t.i'11 . .1.3 ..i „?.?.!
N
??]?L. .... . '.?q?•t.??
....... .?..? ...?'? .?.?. SWe.
? CITY OF EAGAN
?a83b -'lot Knob Road
gaMinnesota 55122-1897
(612) 681-4675
SITE ADDRESS:
P.I.N.: 10-00908-010-26
PERMIT
PERMITTYPE: auzLozNc
Permit Number: 032084
Date Issued: 0 6/ 12 J 9 8
3045 HWY 13
LOT: 1 BLOCK: 26
SEC7ION 9
DESCRIPTION:
5EE REMARKS
Bttil43:?°rq Permit 7ype COMM. /IND. MISC.
8uilding'"4lork Type ALTERATIDN
,?'Cknsus Code ti 437 ALT. NONRES.
v.,
?_ -
r`
?..
? ,-
s
?
?
t.
€
l
/.. . ?,..? ? t... _....
REMAPRS REVIEWED BY JOE VOLES
NOTE:DOORS 119&120 TO BE ON ELEC HOLD OPENS. AL50 ENGINEERING, CORRIDORS,
SECOND FItlOR AND THE BASEMENT AREAS MUST BE PROTECTED WITH INTERCONNECTED
FEE SUMMARY:
Base Fee
Plan Review
Surcharge
Total Fee
vaLuATZON
$939.75
$285.84
$17.50
$743.09
$35,000
CONTRACTOR: - Applicant - OWNER:
ADKINS CONST INC 26865000 LULL INT
2P20 SILVER BELL Rp 3045 SIBLEY MEMORSAL NWY
Efl6AN MN 55122 EAGAN MN
(612) 686-5000
I hereby acknawledge C'hat"I have read this appZication an:d state that the
irtformation is correcC and agree to comply with a11 applicable State of Mn.
StatuCe's and Gity of Eagarr Ordinances_
L 4?Z _ ?
AP
PLICANT/PER 7EE SIGNATURE 1SIG TU
, 1998 BUII.DING PERMIT APPLICATION (COMMERCIAL) ?? ?1 ?
CITY OF EAGAN ?
681-4675 ?
Submit foliowing to obtain necessary permit • ? ?/?
" Contact Building Inspections for sample
Food & Beverage or Lodging facilities: Plan must be submitted to Minnesota Departme?t of Health. Call 2150700 for details.
DATE: f// redra WORK TYPE: - NEW REMODEL
?eoQJOr.?r?
DESCRIPTION OF
CONSTRUCTION
SITE ADDRESS:
?o
L7Tt_ BLOCK tiU SUBD.
.?
Name: ,L,/Gc- Phone #!:
OROPERTY Last First
VVNER r')h 1 V , , ' -l _ . _ I A r--7
Street
P.I.D. #
City -/lllo1i V State: Zip:
Company: _ / 40k-! -4--) $ l??G /'?- Phone #: f/I ?
CONTRACTOR
Sveet Address: ?`L Z o ?p v/? I,,,_ ?? o v P e Lense lt
City ? oj R K State: llf-4/ Zip:
ARCHITECT/
ENGINEER Company: Phone #:
Registration #:
- ? ?7?
State:
Sewer 8 w#jer licensed plumber (only 'rf installing sewer 8 water):
UITE
Zip:
I hereby a¢icnowledge that 1 have read this applicetion and state that the infortnation is correct and egree
MlnnesotWStatutes and City of Eagan Ordinances. - ,
Foundation Only New Construction Interior Im rove e t
struGUnl plans (2 sets) architedurel plans (2 sets) archilectural plans (2 aets)
civil plana (2 sets) structural pians (2 sets) code analysis (t) "
code analysis (t) " civil plans (2 sets) project specs (t aet)
soils report (t) landscapinp plans (2 sets) Key Plan
projeci specs - (7) code anatysis (1) " energy calculations (1) not aNvays "
Special Inapedions 8 Testing Scheduie " soils report (7) Ebctric Power & LigMing Fortn (1) not aAva
YB "
SAC determination ktter from MCANS - 5AC detertnination letter from MCM1NS - SAC detartninatlon letter irom MC/WS -
wll 602-1000 call 602-1000 call 602-1000
Special Inspeetions & Testing Schedule (7) "
pro}ect specs (7)
energywlwlations (t) "
Electric Power & LI htin Fortn 1
State of
Signature of Applicant: ?
OFFICE USE ONLY
BUILDING PERMIT TYPE
? 01
? 18
WORK
? 31
? 32
Foundation
Comm./Ind.
nrPe
New
Addition
GENERAL INFORMATION
r {
-ff-19 Comm./Ind. Misc. ? 21 Miscellaneous
? 20 Public Facility ?7
Y / `fi0 '? gf? ON £vGG. ??6-OP£.lt !'/C-fo, Iwy/NlLR/?
C'a/tX-??J ?R. s5 e co.t???o,¢, `T ? L/?.¢sF?ntnos A,2E.?Y A'H4.sr
/St -7rp c.••r,r r,rrcRCaw.c??'? S.,atE DLTtc7aes-. -Jtc R.9,ul
.EJ33 Alterations ? 35 Tenant Finish
? 34 Repair ? 37 Demolition
Const. (Actual) Basement sq . ft. MC/WS System
(Allowable) First Floor sq . ft. City Water
UBC Occupancy sq. ft. Fire Sprinklered
Zoning sq. ft. Census Code J?
# of Stories sq. ft. SAC Code
Length sq. ft. Census Bldg. /
Depth Footprint sq. ft. Census Unit o
APPROVALS
Planning
Building
Permit Fee
Surcharge
Plan Review
MCNVS SAC
City SAC
Water Conn.
S/W Permit
S/W Surcharge
Treatment PI.
Park Ded.
Trails Ded.
Water Qual.
Other
Copies
Total:
Engineering
Variance
valuation: $
°k SAC
SAC Units
Meter Size
C'fr4' !:''rF E(',GAAd
CA;SH.T.EFi^ 5 if'RMTAlAL ND? 7i3
DFlTE.:: 1.0!1.4/98 7IMI=:^ 15a04e9.5
Iii.
NAMf :, AD4;TNS COMF'ANIES :[NC
321.13 9001. 3045 HWY 13 50.00
21.'S`7 9(:101 3045 HPft' 13 0.50
'ioi;al F:nri3lp+, Amoum;;,. 50.50
CFi09ii4? i
UrLR ID: NANC`,'
A°CITY OF EAGAN
3830 Pilot Knob Road
Eagan, Minnesota 55122-1897
(612) 681-4675
SITE ADDRESS:
P.I.N.c 10-00900-010-25
FERMIT
PERMITTYPE: suzLozNs
Permit Number: 0 3 3 6 6 9
Date Issued: 10/ 14 / 9 8
3645 HWY 13
LOT: 1 BLOCK: 26
SFCTION -29- °(
DESCRIPTION:
,°"??_." EXISTING
u?ild3n6'-p,ermit T,ype
wilding Wo;c,k T y p e
8naus Gode-
k: .-
LULL BLOG.
GB-M'hl-'?I1VIJ . M I S C.
DEMOLSSH
649 tlFMO OTHER
i
REMARKS:
PLAN REVIEWEDBY I,JAYNE MIILER.
FEE SUMMARY:
Base Fee $50.00
5urcharge
Total Fee $50.50
1 ONTRACTOR: - Applicanr - OWNER:
DKINS C014ST INC 26865000 LUIL INTEftNATSONAL
020 SIIVER BELL Rp 3045 HWY 13
A6AN IhN 55122 EAGAN MN 55123
612) 686-5000 (651)454-4300
?
Z horeby ackrrbwledge that T have read this applicati4n a.nd stdte that the
infarm:atian is oorrect and agree to comply with a11 applicsble State af Mn.
Statutes ancl City o;f Eag-an Ordin,anoes.
? _ . _ r . _. _. .
I ERMI TURE 1?UED BY. SIGNATURE °
AfKrCANT
I
. ' 1998 BUILDING PERMIT APPLICATIOM (COMMEA
CITY OF EAGAN
681-4675 C_c,.
Submit tollowina to obtain necessarv oermit tl
oCjo _81
Foundation Only New Construction ?
Btrucdural plans (2 aets) archkectural plans (2 sets) arohitectural plans (2 sets)
civil plans (2 sets) structuwl plans " (2 sets) eode snalysis (t) °
Gode analysis (1) " civil plans (2 sets) project specs (1 set)
soils report (1) landacaping plans (2 sets) Key Plan
projeG specs (t) oDtle analysis (t) ^ energy calculatione (t) nd aMays "
Special Inspections 8 Testing Schedule " soila report (1) Eledric Power & Lighting Form (1) not aM2ys "
SAC detertnination letter from MCANS - SAC tlefertnination letter from MCANS - SAC detertnination letter from MCANS -
ca11 602-1 000 call 602-1000 ca11 6 02-7 000
Speeisl Inapectiona 8 Teatlng Schedule (1) "
project specs (1)
energy calculations (t) »
Electric Paver & hting Fortn (1
Contact Building Inspections for sample
Food & Beverage or lodging facilities: Plan must be submitted to Minnesota Department of Health. Call 215-0700 for details.
DATE: Id '- ?? ?7 8 WORK TYPE: ?NEW ? REMODEL
DESCRIPTION OF WORK: ?.?1/.r2a G i T7e-? ??5?7.?L ?L?c? ?? b a,
CONSTRUCTION COST:i"/-7, !5-? TENANT NAME:
SITE ADDRESS: SUITE
L07 L BLOCK SUBD. S-E' CJ-A 6 P.I.D. #
i1'L_ Phane#: ?5????3d d
PROPERTY Last First
OWNER -
Street Address: 15
City State:? Zip: ?S( 2
r
Company: ? ?/,? ? / ?T?1z/%6vci.?f phonell: LJO/o
CONTRACTOR ?-/
Street Address: / 2ZrJ ??vir, iwr a License #
City -,5G State:
nxcxiTEcri ?
ENGINEER Company: ?(NS
// ?
Name: (? B (,/c, .- 5"G,.
Street
Ciry
Sewer & water licensed plumber (only'rf installing sewer 8 water):
State:
Zip: _5 S / 2 3
Phone 0: -/ 2 d ('
Regiskation 9 ?
Zip:
I hereby acknowledge that I have read this application and atete that the infortnation is cortect and
Minnesota Statutes and City of Eagan Ordinences.
to complyypkh all applicable 5tate of
Signature of
OFFICE USE ONLY
BUILDING PERMIT TYPE
? 01 Foundation
E(18 Comm./Ind.
WORK TYPE
? 31 New
? 32 Addition
GENERAL INFORMATION
Const. (Actual)
(Allowable)
UBC Occupancy
Zoning
# of Stories
Length
Depth
APPROVALS
Planning
?'19 CommJind. Misc.
? 20 Public Facility
? 33 Alterations
? 34 Repair
? 21 Misceilaneous
? 35 Tenant Finish
X 37 Demolition
I
Basement sq . ft. MC/WS System
First Floor sq. ft. City Water
sq. ft. Fire Sprinklered
sq. ft. Census Code 6ytf
sq. ft. 5AC Code r 3?
sq. ft. Census Bldg. 1
Footprint sq. ft. Census Unit 0
Buiiding GYa Engineering Variance
Permit Fee
Surcharge
Plan Review
MC/WS SAC
City SAC
Water Conn.
S/W Permit
S/W Surcharge
Treatment PI.
Park Ded.
Trails Ded.
Water Qual.
Other
Copies
Total: ?01
5?U
valuation: $
% SAC
SAC Units
Meter Size
? C+TY OF EAGAN
3830 Pilot Knob Road
Eagan, Minnesota 55122-1897
(612) 681-4675
SITE ADDRESS:
PERMITTYPE: eutLozNG
Permit Number: 031667
Date Issued: 0 4/@ 6/ 9 8
3045 HWY 13
LOT: 1 BLOCK: 26
SECTION 9
DESCRIPTION:
(LULL INDUSTRIES)
8li?ildinPermit Type COMM./IND. MI3C.
;8uilding rk Type ALTERATION
oF'C€nsus Co.cte 437 RLT. NONRES.
r` . .. ?3..ry
?
f t
e ;
4. ?.` ,:e.i>? '•
5dQi((.
61 ? " £
wd-
REMARKS:
PLAN REVIEWED BY JOE VOELS
FEE SUMMARY:
VALUATION
Base Fee
Plan Review
Surcharge
Total Fee
?
$687.25
$446.71
$34.00
$1,167.96
$68,000
CONTRACTOR: - Applicant - OWNER:
FlDKINS CONST INC 26865000 LULL YNDUSTRZES
2020 SILVER BELL RD 3045 HWY 13
EAGAN MN 55122 EAGAN MN 55121
(612) 686-5000 (612)686-1213
I:fi-ere-by asknawledge that I heve° rea'd this ,&ppl1bat3:on and'.stat e thet't M0 - .?
information is correct and agree, to comply with all applicsble SYate of Mn.
? StaCut?esand CitY_4f eagen QrdiIaance?-•F"=__.
QAPAJCRN /PERMITEE IGNATURE ' 'ISSUED 8: 1' A U E
PERMIT
r;.r.TY oF +:Ar,r,N
Cr1Sl-1.T.CG?^ 5 IliC1tM]'.Pfql.. N0: 765
I1}TE . i,?q rzMr-_: i4 ,,r.r,°:a.o
,
NAMr-.: ADE;.r.N, cnM rAri:r.r_s .r.Nc:,
3210 900i 3045 HwY J.:i 6}:)7.25
3422 900{. 3045 iiW'r ;.3 446.71
205 ^Ll(:li 3045 W.NI1' :1.3 34.00
TJ'F, al Rr.aOc:lpi; Amf7li.71fi'J i . iE.i .`.'.aF.
I;iiClEi8£3"r''4
Usr.R Tn: NnNcv
7", ?:'IA?:Y,r?(ik?RYfK<.?Y6fiG?1":?<;Y?,X1;5;;.i<?f;)".)ki47Y';:`J„7k.kiY?Y:?n:;Y?';?:•1,:*7f.
? 1998 BUILDING PERMIT APPLICATION (COMMERCIAI.)
? CITY OF EAGAN
6814675
5ubmit following to obtain necessary permit rn
Foundation Onl New Construction Interior Improvement
atructural plans (2 sefs) archftectural plans (2 aets) arehdeeturol plans (2 sets)
cWil plens (2 sets) sWdurol plans (2 sets) code analysis (t) "
code analysis (1) " eivii plans (2 sets) projed specs (1 aet)
soils report (1) landscaping plens (2 sets) Key Plan
projedapecs (1) codeanatysis (1)" errergycelculatlons (t)rotaAvays°
SpeGal Inspections 8 Testing Schedule " soils report (1) Ekdric Power 8 Lighting Form (t) no[ always "
SAC detertnination letter from MCIWS - SAC determination letter from MCANS - SAC detertnination letter from MCM1NS -
ca11 602-7 000 esll 602-7000 call 602-7000
Spedal InspeGions & Testlng Sehedule (1) "
projea apees (1)
energy caleulations (7) "
Elec[ric Power 8 L' htin Form 1 "
Contact Building Inspections for sample
Food 8 Beverage or Lodging tacilities: Plan muat be submitted to Minnesota Departmerri of Health. Cali 215-0700 for details.
DATE: WORK TYPE: _ NEW /'o REMODEL
DESCRIPTION OF WORK: ??T(G P
?
CONSTRUCTION COST: TENANT NAME: L?L- L
SITE ADDRESS:
SUITE #:
/3
LOTBLOCK 2. SUBD.
Name: ? t1 z•CL Phone
PROPERTY Last First
owivEx I?
StreetAddress:`?013
City State:
CONTRACTOR
Zip: ?s1 -1
9 /
ComPanY: K/^NS ??a'=?i?'?l t? S Phone #: ?-477rn
Street Address: /,? License #
City State: Zip: S S% 2?
ARCHITECT/
ENGINEER Company:_ Phone #:
c,ry
Sewer & water licenaed plumber (onty K installing sewer & water):
State:
a 2a
I hereby acknowledge that I have read this epplication and state that the infortnetion is oortect and agree to comply wkh all applicable State of
Minnesota Statutes and Ciry of Eagan Ordinances. ?
r._
Signature MApplicanY. ? / /??
OFFICE USE ONLY
BUILDING PERMIT TYPE
? 01 Foundation
? 18 Comm./lnd.
WORK TYPE
13 31 New
? 32 Addition
GENERAL INFORMATION
Const. (Actual)
(Allowable)
UBC Occupancy
Zoning
# of Stories
Length
Depth
APPROVALS
Planning
d?'?3 Comm./Ind. Misc.
? 20 Public Facility
,Gk3-Alterations
? 34 Repair
Basement sq. ft.
First Floor sq. ft.
sq.ft.
sq. ft.
sq. ft.
sq.ft.
Footprint sq. ft.
Building
Engineering
• ? `
?.
? 21 Miscellaneous
? 35 Tenant Finish
0 37 Demolition
MC/WS System
City Water
Fire Sprinklered
Census Code , 37
SAC Code ?
Census Bidg. ?
Census Unit
Variance
Permit Fee
5urcharge
Plan Review
MCNVS SAC
City SAC
Water Conn.
S/W Permit
S/W Surcharge
Treatment PI.
Park Ded.
Trails Ded.
Water Qual.
Other
Copies
Total: ? ; :. . ,?
r,;•
"'
% sAC?
AC Units
eter Size
Valuation: $ ? $?_cztr
?
TwA7E^ 12/03/9' TIMF:
EMtiE. !_ULL TMTERNATZOhAL INC
3210 9001 304.5 uIF.+ MEM Iil^I 1.7037.25
3422 9001. 3045 ?'iLEt M[_P{ HW 674.21
2155 3001 3045 ;IR MrM 4i14. 65.00
Total Receipr, Amount: 1,776„46
CR083Ri5
USFk Ili: NANCY
CITY OF 4GAN
3830 Pilot Knob oad
Eagan, Minnesota 55122-1897
(612) 681-4675
SITE ADDRESS:
P.I.N.: 10-00900-010-26
DESCRIPTION:
PERMIT
PERMITTYPE:
BurLozNe
Permit Number: 031154
Date Issued: 12 / 0 3/ 9 7
3045 5IBLEY MEMORIAL HWY
LOT: 1 BLOCK: 26
SECTIQN 9
--- (LULL INDUSTRIES)
@uk.kdxngr-„Permit Type COMM./IND. MTSC.
6te9.],ding Wa?r_k Type ADDITION
; Square F;eet 1,237
Gensus C-ode , 437 ALT. NONRES.
r,t.. e, ..a?"
rv
-?
f( *R ? ?? 3S "'?"
U ;, 1 U Lt
?..,+
REMARKS:
FEE SUMMARY:
VALUATION
Base Fee
Plan Review
Surcharge
Total Fee
1.
$1,037.25
$674_21
$65.00
$1,776.46
$130,000
CONTRACTOR: OWNER: - Applicant -
LULL INTERNATIONAL INC
3045 SIBLEY MEMORIAL HWY
3T PAUL MN 55121
(612)454-4300
I hereby, acknowledge that Z'havere?ad tYii's °a?ppi'teat icrn: an¢ state that, the
informatio.n is correct and agree_ to' cofi6ly ;w3tkt' aYl a`pplicable Statsof Ma..,
StatuEes anq City- af Eagan Ordxn;ancee ???
? ?A?PPLCANT/?MITEESIGNATURE • .. _ ..., ._ - a. _ -?_ ISSUEDBYISIGNATURE
T??
1997 BUILDING PERMIT APPLICATION (COMMERCIAL) t64 • CITY OF EAGAN V
681-4675 ?'
`?V 4 l
The following are roquired wiM appropriete certfieation for all pft construction:
• 2 each: architecturel plans; mech. 8 elec. plana; fire sprinkbr plans; stiucturel plans; sMe plens; Iandacaping piens; grading/dreinagelerosion eorrtrol
plan; utility plan
? i eaeh: set of specificetions; aet of energy calwlations; elee[rical power 8 lighting fortn; Special Inspections 8 Testing Schedule
• Letter hom MCNVS (phone #222-8423) indicating SAC determination
• Code analysis indice6ng: eodes usetl; oceupanoy Uassifications; aeWadcs; meximum allowable erea as per Buikiing end City Codes aiong with sq.
ft. per floor; rype of construction (synopsis of conrtruction componeMS) 6 any occupancy or area separation walls;
1? SOIL'S ?upancy loads; ezil synopaie wkh a diagrem indicating exiting loads from eaeh room or area, trevel paths 8 ell rated
REPORT c°rridors; plumbing fixturea; and parking.
DATE: Z4 - 91 WORK TYPE: _ HEro ? REMODEL
DESCRIPTION OF WORK: NZ?0 bu»L-oI,IG CaJ?JBU'na.1 4 xSa, ,4FPRa,x Gw-I,466nj ?
CONSTRUCTIONCOS?l3d 606 TENANTNAME: ?U? I?ID?.15'?RIES ? ? LO1 ? 4S
SITE ADDRESS: 3,24? jAI6}4WPt`( 1"?--, LCSACy4..) 1M rJ S? I Z 1
^?' m•
LOT ? BLOCK A,) SUBD. ?=(k.l ? P.I.D. #
PROPERTY Name: Lu_11 Phone #:
OWNER „e. ?a„
Street Address: 1045 AW? ( I
Ciry: ?Qu.( State: 1?n- nL Zip: ?SSla 1
CONTRaCTOR Company: =..JQ rna??o? `r"_ nL Phone #: 46'`1"`??? ?
Street Address: 3045 ciry: 5-1 pa?; zip: 551
a r
Company: Fw-l tpa,?igu ?,L, Phone #: (?PQ- Ie41- i331
Name: ]??licL M. Registration #: 2-48'12
StreetAddress: 'Z'L2A U?liv???irf R,/E ?i ocf
City: ST. P,atUL? State: M'?_ Zip: 55 ?k4
Sewer & water licensed plumber (only if installing sewer 8 water):
I hereby acknowledge that I have read this application and state that the information is correct and
appiicable State of MinnesoW Statutes and City of Eagan Ordinances. „ I _ '
Signature of
with all
?
I
ARCHITECT/
ENGINEER
OFFICE USE ONLY
BUILDING PERMIT TYPE
F
? 01 Foundation
? 18 Comm./Ind.
WORK TYPE
A 19 Comm./Ind. Misc.
? 20 Public Facility
? 31 New ? 33 Alterations
32 Addition o 34 Repair
GENERAL INFORMATION
Const. (Actual)
(Allowable)
UBC Occupancy
Zoning
# of Stories
length
Depth
APPROVALS
Planning
Basement sq. ft.
First Fl4or sq. ft.
sq.ft.
sq. ft.
sq. ft.
sq. ft.
Footprint sq. ft.
Building P"2
? ?',
? 21 Miscellaneous
? 35 Tenant Finish
? 37 Demolition
MCNVS System
CRy Water
Fire Sprinklered
Census Code
SAC Code 0
-
-
Census Bldg. ?
?
Census Unit 0
Engineering Variance
Permit Fee
Surcharge
Plan Review
MCNVS SAC
City SAC
Water Conn.
S/W Permit
S/VV Surcharge
Treatment PI.
--fic77t!'t'r1?r
Park Ded.
Trails Ded.
Water Qual.
Other
Copies
Total:
°h SAC
SAC Units
Meter Size
Valuation:
$ 3 ?'d°
?
r +r. . j,.
f ?rL.?..... . .
`........-...,.?__
? `?' 7
*dtV oF eagan
October 28, 1997 THOMAS EGAN
Mavor
PATRICIA AWADA
BEA BLOM9UIST
SANDRA A. MASIN
MR WARREN L RYDER THEODORE WACHTER
LULL INTERNATIONAL Council Members
3045 SIBLEY MEMORIAL HIGHWAY THOMAS HEDGES
EAGAN MN 55121 ciry Aaministrotor
E. J. VAN OVERBEKE
RE: LULL INDUSTRIES ciry ciark
LOT 1, BLOCK 26, SECTION 9
Dear Warren:
We have completed our review of the construction documents submitted in pursuit of obtaining a building
permit for the above-referenced project. This review is not intended to be an exhaustive and
comprehensive report. It is our goal that this review will help you in complying with the applicable codes
and we are, therefore, requesting that the Following items be addressed. Unless otherwise noted, all
references aze to the 1994 U.B.C.
Revise plans to show that exit doors shall not be provided with a latch or lock unless it is panic
hazdware. U.B.C. Section 1018.
2. Verify that the roof system is a Class B- U.B.C. Table 15-A.
Revise plans to show landing on exterior doors - U.B.C. Section 1004.9.
4. Provide site plan showing location of main building as well as fire hydrant locations - U.B.C.
1063.4.2.
5. Supply code summary for allowable area increases - U.B.C. Section 505.
If I can be of fuRher assistance to you, please do not hesitate to contact me at 681-4699.
Sincerely,
DalchoeppneJr
Assistant Building Official
DS/js
Enc.
MUNICIPAL CENTER
3830 PILOT KNOB ROAD
EAGAN. MINNESOTA 55122-I897
PHONE: (612) 681-4600
FAX(612)681-4612
TDD: (612) 454-8535
THE LONE OAK TREE THE SYMBOL OF STRENGTH AND GRON/TH IN OUR COMMUNITY
Equol Opportuni}ylAffirmative Action Employer
MAINTENANCE FACILITY
3501 COACHMAN POINi
EAGAN, MINNESO7A 55122
PHONE (612) 681-4300
FAX: (612) 681-4360
TDD: (612) 454-8535
iv-oo?1670 -oio - a?,
TO: PAT GEAGAN, CHIEF OF POLICE
JON HOHENSTEIN, ASSISTAYT TO THE CITY ADMINiSTRATOR
DALE WEGLEITNER, FIRE iMARSHAL
ELECTRICAL INSPECTOR
PUBLIC WORKS/ ENGINEERING DIVISION /UTILTTIES/STREETS
? GENE VANOVERBEKE, FINANCE DIRECTOR 7 /e
RICH BRASCH, WATER RESOURCES COORDINATOR S q ?L D.r
MIKE RIDLEY, SENIOR PL.aNNER
GREGG HOVE, SUPERVISOR OF FORESTRY
FROM: DALE SCHOEPPNER, SENIOR INSPECTOR
DATE: 'r ? Y p2 3 01jS' 3(5; 61 ey Mem• Hwy)
The _ preliminary j- construction plans for C v(? ???g .
are in our plan review section for y?w and comment.
riease return this Yo to llale Schoe ner with yo signed comments and the date of
review. If you have an_ ,_ se so indicate on trus form and notify and
resolve these issues with the affected parties. If you are requesting that issuance of the building
permit be held, please fill out the proper "hold" request form.
Comments: G en e_ l oa(e,
°--,
1?Lor__ma / ,C??'?j7? ?- c?,uds?r - Lt/6'G A/ co ?/• U{-/d .
. v+v-lr`1 f V'?v).?. n 4T- GO lll c.7-0 d 807 7h4,1
?)a ci-]??'/v ?(L?Q.?' C??//? Q?O?7 W Ilh I?l/;1
Indicate any fees that aze to be collected with the building petmit:
AMOUNT
? Yes ? No landscape security required
? Yes ? No water quality dedication
? Yes ? No park dedication
? Yes ? No trail dedication
? Yes ? No tree dedication
? Yes ? No
Sig re I?
?.l('/Gp / - A ewP?!r
? 17
ZONING?
l0 - S? -a?
Date
15/fORMS-DLD/PLAN RHVIGWNALE S
November 12, 1997
Mr. Dale Schoeppner
City of Eagan Building Inspections Dept.
3830 Pilot Knob Road
Eagan, MN 55122-1897
Re: Lulllndustries
Building Addition
3045 Highway 13
Eagan, MN 55121
Dear Dale,
Per your comments dated October 28, 1997 I offer the following:
2145 Ford Parkwax Su@e 201
Saint Paul, Minnesota 55176
Phone 612.690.5525
Fax 612.690.550.5
vriv.v.finrndaniels.com
1. HarcJware on all exit doors new and existing will be modified to be panic bar exit devices.
2. The roof system installed shail be a class B per the UBC table 15-A.
3. New landing on the east side of the buiiding will be bituminous rolled up to the door. Owner will pour a 4' x 4'
concrete pad at the west side of the building.
4. Enclosed with the revised plans per this letter is a site pfan showing the building addition, the main building and
the location of the fire hydrant requested.
5. On sheet A-1 the code summary exists as you have requested. Please note that per our conversation and after
reviewing the UBC section 505.3 we have modified the drawings to indicate that one new area separation wali wiil
be added with fire door instead of 4 as previously shown. Due to the extension of the fire sprinkler system allowable
area increases in the base square footage allowed 6y table 5-B can be tripled in a one story buiiding thus allowing
us to term this a 5N building with a base square footage of 5100 SF in a H-3 and a H-4 occupancy. Tripled for fire
sprinkler this would allow a square footage of 15300 SF. Note that area separation increases are not being
considered since there may be future buildings or additions and the most logical location to place the area
separation wall is as shown, in the new construction.
Please call me if you have any further questions or comments,
Sinc
? (l/
Daniel M. Dege ?-j ??j ? ?
70
Architect ' ?-
finn n "els
0- C ?.
r
TO: PAT GEAG:1N, CHIEF OF POLICE
iv-oo?cc-o?o-a?
JOIY HOHEYSTEIN, .4SSISTAYT "f0 THE CITY ADMINISTRATOR
DALE WEGLEITNER, FIRE M.1RSi-IAL
ELECTRICAL INSPECTOR
PUBLIC WORKS/ ENGINEERING DMSION /UTILITIES/STREETS 9
GEYE VANOVERBEKE, FINANCE DIRECTOR
RICH BRASCH, WATER RESOURCES COORDINATOR O., -` :le-
D'IIKE RIDLEY, SENIOR PLANNER ?
C6ti;.Gi" 72v.G... li-124
GREGG HOVE, SUPERVISOR OF FORESTRY
FROM: DALE SCHOEPPNER, SENIOR INSPECTOR
C7W'
DATE: '?° ? Y-?2 3?'l?jS ?5?61eyMeM•Hwy>
The _ preliminary ,?- construction plans for l (-' (/
aze in our plan review section for your review and comment.
Please return this form to Dale Schoeopner with your signed comments and the date of
review. If you have any concerns with these plans, please so indicate on this form and notify and
resolve these issues with the affected parties. If you aze requesting that issuance of the building
permit be held, please fill out the proper "hold" request form.
Comments: DK-
.=^5n?- /?a?P7 - ?lc?n5 L2f?ir? L+?i7?i,? Ma?s, c?L Yt /'o .?uey
Indicate any fees that aze to be collected with the building permit:
AMOUNT
? Yes ? No
? Yes ? No
? Yes ? No
? Yes ? No
? Yes ? No
? Yes ? No
landscape security required
water quality dedication
park dedication
trail dedication
tree dedication
Date
ZONING?
- I2*' ??A
SiWture
1z-2-9
1S/F0RM11S-6LD/1'LAN RGVIL4V/D.\LE S
ik 1- F PERMIT ??4(00
` C'I tY OF EAGAN
3830 Pilot Knob Road PERMIT TYPE: g u I L 01: tv r
Eagan, Minnesota 55122-1897 Permit Number: 0 2 6 6 3 e
(612) 681-4675 Date Issued: 10 / 2 7/ 9 5
SITE ADDRESS:
3045 S]:BLFY I+I[MORIFlL HWY
LOT: 1 BLOCK; 26
SECTTON 9
P.T.N.: 10-00900-010-26
DESCRIPTION:
(PAINT SHOP)
BVilding'_Permit Type
Building Wts,r.k Type
? UBC Occuparicy ..,
? Construation l'yp.e
Zuning --?
f3uildi;ng LengGh.
Building Wi,dth
Huildinq stories
?.... .=7_ z-, . ..,
`-.:t;, •'.,1 `fi . a.,..._.?
?
t 1
COMM.JIND. MISC.
ADDTTSQN
H - 2
V 1HR
L -- 2
51
36
1
.?n ??' '! •: g ?
_-
REMARKS:
Fl 3EPARFkTE PEt2MZl' TS REQUI13ED FOft AiQY PLUMBZNC OR GLECTRICAL WOftK
FEE SUMMARY:
VALUFlTIDN $9,000
Base Fee $149.75
SurcViarge _ $4.50
Tota1 Fee $164.25
CONTRACTOR:
OWNER: - Applicant -
LULL INDUSTRIES
3045 SIBLEY MEMORIAI. HWY
EAGAN MPI
(612)454-4300
T hereby acknowledge thst S have read this
i.nformation is correct and agree to comply
SCatutes and City of Eagan Ordinances.
L
APPLICANT/PERMITEE SIGNATURE
applicotion and state thaC the
with all applicaGle Staee aP Mn.
?t'?.? R?oi.r,ll j?_
issueo e: si?nT?
.,
? CITY OF EAGAN
? 1995 BUILDING PERMIT APPLICATION (COMMERCIAL)
681-4675 ? f • ' .'t ? ? -z?
The following are required wiN eppropriate certfication for all DM construGion:
? 2 each: arehitecturel ptans; mech. 8 ebc. plans; fire sprinkbr plans; atruUUrel plana; ake plans; landscaping plans; pwdingldreinage/erosion eontrol
plan; utility plan
? 1 eech: set of speGfications; set of energy calcutations; electrical power 8 Ilghtinp torm; Spacial Inapediona & Testing Sehedule
? Letler hom MCANS (phone #222-8423) indicating SAC Oetartninatlan
? Code enalyeis inditOng: Codes unad; oaupancy dassifiwtions; setbacks; meximum allowable area as per BuiWing and City Codes along wkh sq.
ft. per floor, type of mnsVUCtion (synopsis of conatruction componenb) 8 any ocapancy or area separation walls;
oxupanq bads; exit synopsis with a diegram intlicating exiling loads irom eaeh room or erea, travel paths & all rated
corridors; plumbing fatures; end parking.
DATE: /P "oZ 2 - 9s WORK TYPE: LI/ NEw REMODEL
DESCRIPTION OF WORK: 1?D%T.bNJ ?7'??ftN EX.i!/G /?iU/1r .99JJD 6XeST,'tiY S2E4
u:GD% G
CONSTRUCTION COST: axJ'? TENANT NAME: `u?` IyDu STP,'fS
SITE AODRESS: 351y5- N?y /3
LOT ? BLOCK SUBD. P.I.D. #
PROPERTY Name: `u jl T?DuST.Q.f S Phone #:
OWNER ?'
Street Address- 3Oys H"'? ?-?
City: MG'9/v state: M?'/ zip:
CoNTR,4CTOR Company: ? Phone #:
Street Address•
City: Zip:
ARCHITECT! Company: Phone #-
ENGINEER
Name: Registration #•
Street Addressa
City: State: Zip:
Sewer & water licensed plumber:
1 hereby acknowledge that I have read this application and state that the information i co?re and agree to comply with all
applicable State of Minnesota Statutes and City of Eagan Ordinances. ?
Signature ot Applicant:
OFFICE USE ONLY
BUILDING PERMIT TYPE
0 01 Foundation
? 18 Comm./Ind.
WORK TYPE
i? 19 Comm./Ind. Misc.
b' 20 Public Facility
0 31 New
Ilk 32 Addition
GENERAL INFORMATION
Const (Ac?ual) I
(Allowabie) hr
UBC Occupancy -
Zoning -
# of Stories
Length
Depth l?
APPROVALS
? 33 Afterations
0 34 Repair
Basement sq. ft.
First Floor sq. ft.
sq. ft.
sq. ft.
sq. ft,
sq. ft.
Footprint sq. ft.
Planning Building
Permit Fee
Surcharge
Plan Review
MCM+S SAC
City SAC
Water Conn.
SNV Permit
S/W Surcharge
Treatment PI.
Road Unit
Park Ded.
Trails Ded.
Water Qual.
Other
Copies
Total:
8
? 21 Miscellaneous
0 35 Tenant Finish
? 37 Demolftion
MC/WS System
Cfty Water
Fire Sprinklered
Census Code
SAC Code
Census Unit
_ Engineering Variance
Valuation: $ ?.?
Census Bidg. ?
% SAC
SAC Units
Meter Size
CITY OF EAGAN
3830 Pilot Knob Road
Eagan, Minnesota 55122-1897
(612) 681-4675
SITE ADDRESS:
DESCRIPTION:
REMARKS:
PERMIT
cpoq 431
PERMITTYPE: BuxLozNG
Permit Number: 0 2 6 3 2 5
Date Issued: 0 9/ 01 / 9 5
3045 HWY 13
LQT: 1 BLOCKc 26
SECTION 9
(LULL INDUSTRIES)
B.u?ilding',Permit 7ype FOUNpATION
6?uilding.Wa-rk Type NEW
r.
? -
. ,.
. y
.
...?
FEE SUMMARY:
VALUATION $8,000
Base Fee $197.25
5urcharge q.00
7ote1 Fee $141.25
CONTRACTOR: - A p p 1 i c a n t-
GRESSER CONCftETE/MASONRY 24545976
1771 YANKEE DOODLE RD
EAGAN MN 55121
(612) 454-5976
OWNER:
LULI. INOUSTRIES
3045 HWY 13
EAGAN
MN 55121
I hereby acknowledge that Z have read this applicat4on and state that the
SnForm:ation is cqrrect and agree to camply with all appSiceble 5'tate ot Mri.
Statutes and City vfi €agan Ordinances.
L
?
1---??L I ll?
APP ICA /PERMITEE SIGNAT
?
`ISD Br' S??ATUI --
CITIf OF EAGAN
1995 BUILDING PERN9IT APPLICATION (COMMERCIAL)
?
681-4675
The followinp are required wfth appropriate certiACation kr ell p@w wnstrucfion:
? 2 each: arohileGUrel plans; mech. & elec. plans; fire sprinkbr pfans; 6huctural plana; aite plans; landscaping plans; preding/drainage/erosion toMrol
plen; uGliry plan
? 1 each: set M speafintiona; set M errorgy eelalations; sbGricel power & IigMing form; Speeiet Inapeetions 6 Testing Schedule
? Letter ftom MC1WS (phone 9222-8423) indicating SAC detertnination
? Code anaysis hkiceting: Codes used; oaupancy dassifirations; setbadcs; maximum ellowable erea as per Building and City Codea along wHhsq.
R. per floor, type of constructinn (synopsis of construdion components) & any oaupancy or erea seperation walls;
oaupanq bads; exit synopsis wtth a diagrem irWiceting exHing beds trom each room or area, trevel paths & all rated
corridors; plumbing fiztures; end parking.
DATE: H fZ???TS VNORK TYPE: '-?-NEw REMODEL
DESCRIPTION OF WORK:
CONSTRUCTION COST: tS.?6O TENANT NAME:
SITE ADDRESS: Sc? 44w7 I -S
.,..? .,.,
LOT BLOCK Y-6 SUBD. P.I.D. #
PROPERTY
OWNER
CONTRACTOR
ARCHITECT/
ENGINEER
i IECENED
AUG 22 1995 I
----------------
1
Name: LL-)LL Phone#:
Wi M6T
Street Address• -Sc'V-`7 µw`r 13
City: EA-G.aA! State: 4 Zip: -t,?12-1
Company: Phone #: 6,12 5treet Address• , -7 7/ a-??'+=zz ?--?` zocar::,
City: E,a&aJ Zip: S?7Z /
Company: F.?,J • A']a,,,r..=z,c
Name:
Phone #-
Registration #'
Street Address-
cicy:
Sewer & water licensed plumber:
State:
Zip:
I hereby acknowledge that I have read this application and state that the intormation is correct and agree to comply with aii
applicable State of Minnesota Statutes and City of Eagan Ordinances. ??^ Z&,-
Signature of Applicant:
OFFICE USE ONLY
BUILDING PERMIT TYPE
4n'?01 Foundation ? 19 Comm./Ind. Misc.
0 18 Comm./lnd. 0 20 Public Facility
WORK TYPE
iS 31 New ? 33 Afterations
;?AjAddition.? 0 34 Repair
GENERAL INFORMATION
Const (Actuai)
(Allowab?e)
UBC Occupancy
Zoning
# of Stories
Length
Depth
APPROVALS
Planning
Permit Fee
Surcharge
Plan Review
MCNVS SAC
City SAC
Water Conn.
S/W Permit
S/W Surcharge
Treatment PI.
Road Unit
Park Ded.
trails Ded.
Water Qual.
Other
Copies
Total:
Basement sq. ft.
First Floor sq. ft.
sq. ft.
sq, ft.
sq. ft.
sq. R.
Footprint sq. ft.
Building
c?
^
•:.,... . . ?
0 21 Miscellaneous
0 35 Tenant Finish
0 37 Demolition
MC/WS System
City Water
Fire Sprinklered
Census Code
SAC Code
Census Bldg. ?
Census Unit
Engineering Variance
Valuation: $ C-
?
% SAC
SAC Units
Meter Size
? PERMIT
`• CITY OF EAGAN
3830 Pilot Knob Road PERMIT TYPE:
Eagan, Minnesota 55123 Permit Number:
(612) 681-4675 Date Issued:
aux / LpING
024817
11/03/94
SITE ADDRESS:
3045 HWY 13
LOT: 1 BLOCK: 26
SECTION 9
DESCRIPTION:
?--?? (srucco)
uildzng,_permit Type COMM./IND. MISC.
uilding 46.rk Type ALTERA7ION
`
lJ /
?
?
J
. ?
P
O cLo s ?CFn
? ?':?lY\?-=-1 L ?
REMARKS:
FEE SUMMARY:
Base Fee
Surcharge
Total Fee
VALUATION
$162.00
$7.50
$169.50
$15,000
CONTRACTOR: - Applicant -
KtlESTERING HOMES, JIM 24316116
12645 FLORIDA LN
APPLE VALLEY MN 55124
(612) 431-6116
OWNER:
LULI. INDUSTRIES
3045 HWY 13
EAGAN MN
I hereby acknowledge thet I have read this
information zs correct and agree ta comply
Stetutes and City of Eagan tlrdinances.
?
..--? .
I :?ZAPP ICANT/PERMITEE SIGNATURE
application and state that the
with all applicable State ofi Mn.
J
A(}fl D ??' 1
ISSUED Er. S?TUR?
141111
CITY OF EAGAN
1994 BUILDING PERMIT APPLICATION
681-4675
-?fc??• ??
SINGLE & 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: i) when permit is typed, but not picked up by last working day of month
in which request is made, 2) address is changed or 3) lot change is requested once permit
is issued.
Date Valuation of work
Site Address: L u?? eS o-n fIuy f3 30y $' riUy
STREET SUITE H
Tenant Name: (commercial only) L v if ?n cQLs?rl e5
LOT I_ BIACK ? SUBD. j-I-q
d fi? P.I.D. #
Descri tion of work: Z7 tvCc-o 6 U P r Aj T j c/C
The applicant is: ? Owner 0 Contractor ? Other (Deseribe)
Name Lvl) --ti% d,,s?-,Pl Phone
Property LAST FIRST
Owner qddress N u Y 13
STREET STE k
City C4 Tg4 5tate Zip
Company J'f+'rt ?PSy,e?in? /jtym e/y Phone Iq 3/-LIl?.
Contractor Address _I ;, Ia' C?_ [:?' Car ic.?q ?y License #000I6G7 Exp. 3-3/•qs^
City Awgp 1R Ua G(?? State M?l Zip 5-5I2V
Company Phone
Architect/
Englneer Name Registration #
Address '
City State Zip
Sewer & water licensed plumber Processing time for
sewer & water permits is two days once area has been approved.
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,° -
OFFICE USE ONLY
BUILDING PERMIT TYPE
0 01 Foundation ? 06 Duplex ? 11 Apt./Lodging
? 02 SF Dwg. ? 07 4-Plex ? 12 Multi. Misc.
O 03 SF Addition ? 08 8-Plex O 13 Garage/Accessory
[1 04 SF Porch ? 09 12-Plex ? 14 Fireplace
0 05 SF Misc. ? 10 Mu1ti. Add'1. ? 15 Deck
WORK TYPE
? 31 New O 33 Alterations ? 35 Tenant Finish
0 32 Addition ? 34 Repair O 36 Move
GENERAL INFORMATION
Const. (Actual)
(Allowable)
UBC Occupancy
Zoning
# of Stories
Length
Depth
APPROVALS
Planning
Engineering
REQUIRED INSPECTIONS
O.Site
11 Wallboard
Basement sq. ft.
lst F1. sq. ft.
2nd F1, sq. ft.
Sq. Ft. total
Footprint Sq. ft.
On-site well
On-site sewage
Building
Variance
? Footing
? Final
r
? 16 Basement Finish
? 17 Swim Pool
? 18 Comm./Ind.
? 19 Comm./Ind. Misc.
? 20 Public Facility
O 21 Miscellaneous
? 37 Demotish
MWCC System
City Water
PRV Required
Booster Pump
Fire Sprinkler
Census Code
SAC Code
Census Bldg
Census Unit
Assessments
? Framing O Insulation
? Draintile ? Fireplace
Permit Fee
Surcharge
P1an Review
License
MWCC SAC
City SAC
Water Conn.
Water Meter
Acct. Deposit
S/W Permit
S/W Surcharge
Treatment P1.
Road Unit
Park Ded.
Trails Ded.
Copies
Other
Total:
votuec;m: $
SAC %
SAC Units
? CITY QF EAGAN PERMIT
3830 Pilot Knob Road PERMIT TYPE:
Eagan, Minnesot8 55123 Permit Number:
(612) 681-4675 Date Issued:
R
? ?-
BUILD NG ?
024266
08/01J94
SITE ADDRESS:
3045 HWY 13
LOT: 1 BLOCK: 26
SEC1"ION 9
DESCRIPTION:
COMM./IND. MTSC.
REPAIR
J ?t rrll
UQcLC??,t I-?.L ;?; ?
-_ ,
L
(ROOFING)
Building_.permit Type
Building Wor.k Type
i ?`
/ ?-
\
? l
\
._ J
REMARKS:
FEE SUMMARY:
VALUATION
Base Fee
3urcharge
Total Fee
$639.50
$50.00
$689.50
CONTRACTOR:
LANE ROOFING CO
RTE
LAKE CITY
(803) 389-4851
- Applicant -
INC 23894851
3 P 0 BOX 108
SC 29560
$100,000
OWNER:
BAZEN BADGER
3045 HWY 13
EAGAN MN 55121
I hereby acknowledge that I have read this applieation and state that the
information is correct and agree to comply with all applicable State of Mn.
Statutes and City of Eagan Ordinances.
L
t .?
APPLICANTIP I EE SIGNATURff
(k1.Q E A
ISSUED SIG TURE' ?
I
CITY OF EAGAN
lql ? 1994 BUILDING PERMIT APPLICATION ? Li 71 ? 681-4675
SINGLE & 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.
[lena lt y applies: 1) when permit is typed, but not picked up by last working day of month
n which request is made, 2) address is changed or 3) lot change is requested once permit
s issued.
Date r? / I /F Valuation of work / D O, ?D L) ?
tl0
?s
Site A
re
STREET SUfTE #
Tenant Name: (commercial only) l. uL ?
LOT BLOCK ? SUBD. IU?? (?
?1 4 P.I.D. #
Descri tion of work: e I"OO
The applicant is: []J'0 nw er O Contractor ? Other (Describe)
Name 8 8 2e, fv Q A.l. 4'p- r' Phone
Property LAST F,RST v
Owner qddress 3 0? S f l° ??, W l?? ? 3
STREET STE k
City `?JT p (?C.i, ? State rn N Zip 5 2- lo ?(
Company /L 6 Nw- Lro C_ Phone q 0-S 8 SI yTb'/
Contractor Address P, rt 3 6 b?f t o? License # Exp.
City State S C- Zip
Company Phone
Architect/
Engineer Name Registration #
Address
City State Zip
Sewer & water licensed plumber Processing time for
sewer & water permits is two days once area has been approved.
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: ? 4 ?
OFFICE USE ONLY
BUILDING PERMIT TYPE
? 01 Foundation ? 06 Duplex ? 11 Apt./Lodging
? 02 SF Dwg. ? 07 4-Plex ? 12 Multi. Misc.
? 03 SF Addition ? 08 8-Plex ? 13 Garage/Accessory
? 04 SF Porch O 09 12-Plex ? 14 Fireplace
? 05 SF Misc. 0 10 Multi. Add'1. ? 15 Deck
WORK TYPE
? 31 New ? 33 Alterations ? 35 Tenant Finish
? 32 Addition ? 34 Repair ? 36 Move
GENERAL INFORMATION
Const. (Actual)
(Allowable)
UBC Occupancy
Zoning
# of Stories
Length
Depth
APPROVALS
Planning
Engineering
REQUIRED INSPECTIONS
? Site
? Wallboard
Basement sq. ft.
lst F1. sq. ft.
2nd F1. sq. ft.
Sq. Ft. total
Footprint Sq. ft.
On-site well
On-site sewage
Building
Variance
? Footing
? Final
.•
r.. p.. • ? y? .rN'.
a"
y 1
? 16 Basement Finish
? 17 Swim Pool
? 18 Comm./Ind.
? 19 Comm./Ind. Misc.
? 20.Public Facility
? 21 Miscellaneous
? 37 Demolish
MWCC System
City Water
PRV Required
Booster Pump
Fire 5prinkler
Census Code
SAC Code
Census Bldg
Census Unit
Assessments
0 Framing ? Insulation
O Draintile ? Fireplace
Permit Fee
Surcharge
Plan Review
License
MWCC SAC
City SAC
Water Conn.
Water Meter
Acct. Deposit
S/W Permit
5/W Surcharge
Treatment P1.
Road Unit
Park Ded.
Trails Ded.
Copies
Other
Total:
valuecim: 3
SAC %
SAC Units
PERMIT avj--? ?
?
GITY`OF EAGAN PERMIT TYPE:
3830 Pilot Knob Road
PermitNUmber: BUII? pTNG
Eagan, Minnesota 55123 023 0 24
(612) 681-4675 Date Issued: 0 3/ 0 8/ 9 4
SITE ADDRESS:
3045 SIBLEY MEMORIAL HWY
LOT: 1 BLpCK: 26
SECTION 9
P.I.N.: 10-00900-010-26
DESCRIPTION:
(LULL INOUSTRIE3)
Bn?lding`_Permit Type COMM.jIND. MISC.
Building W'Ol.r_k Type AL7ERATION
i
1 ?
? t
r '
REMARKS
FEE SUMMARY:
VALUATION
CONTRACTOR:
LULL INDUSTRIES
3045 SIBLEY
EAGAN
(612) 454-4300
- flpplicant - OWNER:
24544300 UNITED FIVE STAR CAPITAL
MEMORIAL HWY 3045 SIBLEY MEMORIAL NWY
MN 55122 EAGAN MN 55121
(612)454-4380
I hereby acknowledge that I hawe read this appliaation and state that the
information is correct and agres to comply with all applioa6le State of Mn.
Statutes and City oP Eagan Ordinances.
APPLICANT/PEFMITEE SIGNATURE ISSUED Y: IGNAT E
Base Fee
Surcharge
Total Fee
$21.@0
.50
$21.50
$800
.?
GI'1'Y OF EAGAN
1994 E3UIl.DING PERMIT APPLICATION
681-4675
?? ?l ()
SINGLE & MULTI-FAMILY 2 sets af pla•is, 3 registered site surveys,-l-copy-o-f-e -
calcs.
COMMERCIAL 2 sets of architectural & structural plans, 1 set of
specifications, 1 copy of energy calcs.
Penalty applies: 1) when permit is typed, but not picked up by last working day of month
in which request is made, 2) address is changed or 3) lot,change is requested once permit
is issued.
Date Valuation of work 71ee
Site Address: 901'? 1441? /3
STREET SVITE #
Tenant Name: (commercial only) _ Lu?& Ivousrrr??s, .TiC.
LOT BIACK ? SIIBD. P.I.D. tf
Descri tion of work: &tu a/fl&t- '3EiN6 i/ODFD Tp ExiSnNcS 4114.OiA6 '
The applicant is: ? Owner ? Contractor 0 Other (Descri6e) LZ556?
Name L??u,rcQ Five Srxi,e C'AO1r,a&- ?'oRP Phone diall5-1111300
Prnperty LAST FIRST
Owner pddress _ 30,9s l-?? /.3
-
,
STREEi . STE #
City S: ?1z- State A/ - Zip
Company _ LccLC TW'9uSVeP1' Phone Sel-- 3d0
Contractor • ?f??a p?ti
Address Hwy /,3 License # y Exp.'`lA•'^'1.. tck
City ?.nA, State A4,4111 Zip
Company Phone
Architect/
Engineer Name Registration #
Address '
City - State Zip
Sewer & water licensed plumber . Processing time for
sewer & water permits is two days once area has been approved.
I hereby acknowledge that I have read this application and state that the information is
correct and agree to comply ivy?h all applicable State of Minnesota Statutes and City of
Eagan Ordinances. ?
Signature of Applicant:
P:
?
OFFICE USE ONLY A `'° M .? ??•?
B UILDING PERMITTYPE
? 01 Foundation ? 06 Duplex ?11 Apt./Lodging ? 16 Basement Finish
? 02 SF Dwg. L7 07 4-Rlex ? 12 Multi. Misc. C] 17 Swim Pool
? 03 5F Addition ? 08 8-Plex 013 Garage/Accessory ? 18 Comm./Ind.
? 04 SF Parch 0 09 12-Plex ? 14 Fireplace 0 19 Comm./Ind. Misc.
? 05 SF Misc. ? 10 Multi. Add'1. ? 15 Deck ? 20 Public Facility
O 21 Miscellaneous
WORK TYPE
? 31 New p 33 Atterations ? 35 Tenant Finish 0 37 Demolish
? 32 Addition ? 34 Repair ? 36 Move
GENERAL INFORMATION
Const. (Actual) Basement sq. ft. MWCC System
(Allowable) lst F1. sq. ft. City Water
UBC Occupancy 2nd F1. sq: ft. PRV Required
Zaning Sq. Ft. total Booster Pump
# of Staries Footprint Sq. ft. Fire Sprinkler
Length _ On-site well Census Code 1139
Depth On-site sewage SAC Code 3 p
Census Bldg
APPROVALS Census Unit ' ?-
Planning Building Assessments •
Engineering -- Variance ,
REQUIRED INSP ECTIONS
? ;5ite ? Footing 0 Framing ? Insulation
? Wallboard IM Fi nal O Draintile '? Fireplace
Permit Fee v.iuacion:
Surcharge
Plan Review
License
MWCC SAC
City SAC-
Water Conn.
Water Meter
Acct. Deposit
S/W Permit
S/W Surcharge
Treatment P1.
Road Unit
Park Ded.
Trails Oed.
CoPies
Other
Total:
5AC % .
SAC Units
«
1988 BUILDIP'3 PERMIT APPLICATION - CITY OF EAGAN
. -L i . .
SINGLE FAMILY DWELLINGS 1511 06
INCLUDE 2 SETS OF PLANS, 3 CERTIFICATES OF SURVEY, 1 SET OF ENERGY CALCULATIONS
NOTE: ADDRESSES FOR CORNER LOTS - CONTRACTOR/HOMEOWNER MUST DESIGNATE WHICH ADDRESS
IS DESIRED. NO CAANGES WILL BE ALLOWED ONCE BUILDING PERMIT IS ISSUED.
MULTIPLE DWELLINGS RENTAL UNITS FOR SALE UNITS # OF UNITS
INCLUDE 2 SETS OF PLANS, CERTIFICATE OF SURVEY - CHECK WITH BLDG. DEPT.,
1 SET OF ENERGY CALCULATIONS
CONAIERCIAL
INCLUDE 2 SETS OF ARCHITECTURAL & STRUCTURAL PLANS,
1 SET OF SPECIFICATIONS AND 1 SET OF ENERGY CALCULATIONS
At'r, I- I;?..I RD MAY 3 11988
To Be Used For: Paint Prep Area Valuation: 30,000 Date: May 1988
Site Address 3045 Hwy 13, Eagan, MN
Lot I_ Block See attached
10-ODQ00-O1U-2?i
Parcel/Sub Al„',
??„ q
Dah?s
pwner Lull Corporation ces?f3r?
Address 3045 Hwy 13
City/21p Code Eagan, MN 55121
Phone 612/454-4300
Contractor Gresser, Inc.
Address 1771 Yankee Doodle Rd I
City/Zip Code Eagan, MN 55121
Phone 612/454-5976
Arch./Engr. Dick Baxter
Address 3045 Hwy 13
City/Zip Code Eagan, MN 55121
Phone # 612/454-4300 ext. 28
or•r'lcE ubz UNLz
On site sewage_
MWCC system _
On site well
City water _
PRV required _
Booster Pump `
APPROVALS
Engr/Assess
Planner
Council
Bldg. Off.
Variance
7s? m
?J
R ..??
Occupancy
Zoning 1-1
Actual Const V-N
Allowable V - N
# of stories
Length S0'
Depth 72
S.F. Total 1 (Oao
Footprint S.F. / bOo
FEES
Permit
Surcharge
Plan Review
?b?lo SAC, City
SAC, MWCC
Water Conn
Water Meter
Road Unit
Treatment P1
Parks
Copies
TOTAL
,
DAKOTA COUNTY ASSESSOR
1560 HIGHWAY 55 PRESORTEO
HASTINGS. MN 55033 FIRST CLASS MAIL
438-4200 U.S.POSTAGE PAID
PERMIT NO. 2
NOTICE OF ASSESSMENT FOR THE YEAR I v n n - lunvaai c ini TuI= vC nM .
ASSESSOR
MARKETVALUE PHOPER7Y CLASSIf-ICATION ABaHEVIATED PROPERTI' DESCRIPTION
INUUSTRIAL O-'OU9OO-O1O-T_b
StiCTICh S T1
N
1?850,SQ0 ?
:7 NANGE 23
SG MUCH OF iar 2 AS LIES IN
NM 1/4 UF NN 1/4 LESS 2 A
iC RR EX E 4p fi Vi OF LaT 1
MCCANTHY R[OGE G E DF E R
26.90U ACRES 9 2723
Imm?L{n ..i.
-- - r-••. r- ?- - --? ?-t- - - GN, esemacrve io cne meeung ot
your city or town board of review orT $UAY MA Y 1 CTN. a, E: 3U P. M.
at EAGAN HUNICIPAL,CE??ER
Ii you disagree with their decision, next you make an appeal by going in person or by sending
a letter or a representalive to the meeting of your county Goard or equalization in the
Dakota County Governmem Center on TU[SDAY JUNE 21i1988 AT 1C:C0 A. M
UNITEU I-IVE S7AI4 LAp CCRP
3045 HWY 13
ST PAUL MN 551;1
.<W_.
1iIT APPLICATION - CITY OF SAG9N
NOTS: ALL CONTRACTOES MQST BE LICENSSD iiITH THE CITY OF EAGAP
SIAGLE FAPIILY DiiELLffiGS
INCLUDE 2 SETS OF PLANS, 3 CERTIFICATES OF SURVEY, 1 SET OF ENERGY CALCOLATIONS
4NLTIPLE DSiEI.LINGS - RfiSIDENTIAL RSNTAL peilTS FOR SALS ONITS
INCLUDE 2 SETS OF PLANS, CfiRTIFICATE OF SORVEY - CHECB WITH BLDG. DSPT.,
1 SET OF SNERGY CALCULATIONS
COMAfERCIAi.
INCLUDE 2 SETS OF ARCHITECTURAL & STRUCTURAL PLANS,
7 SET OF SPECIFICATIONS AND 1 SET OF
ENERGY CALCDLATIONS,
$2,000 LANDSCAPE HOND
To Be Used For: Warehouse Val
Site Address 3045 Hwy 13
Lot i Bloek a? Lczl? 9
Pareel/Sub / (J o /rb - Q
Owner Lull Engineering
Address 3045 Hwy. 13
City/Zip Code St. Paul 55121
Phone 454-4300
Contraetor Anderson-Knutson
Address 4640 W. 77th St.
City/Zip Code Mpls. 55435
Phone 835-5000
Arch./Engr. Wayne C. Larson Engr's
Address 2129 Second St.
City/Zip Code White Bear 55110
Phone # 429-8363
Date: 8/25/86
Erect _ Oecupaney 15T_
Remodel Zoning
Repair Type of Constim
Addition ? # of Stories
Move Length
Demolish Depth '
Int.Impr. _ Sq Ft MR00*
Install
APPROVAIS FEFS
Assessments Permit 7 3?
Water/Sewer Surcharge
Poliee Plan Review ?
Fire SAC
Engr Water Conn
Planner Water Meter
Council Road Unit
Bldg Off Q, Treatment P1
APC Parks
Variance Copies
i0'PAL ? 171&.co
NOTE: ADDEESS6S FOR CORNER LOTS - CONTRACTOR/HOMEOiiNER !lOST DfiSIGBATE HHICH ADDRESS
IS DESIRED. NO CHANGES WILL BE ALLOiiSD ONCE BQILDING PSRMTT IS ISSIIED.
?
??= v,atz)
GZAss - v / ?3 ?a ¢?,o saz FT
&t,ee WleCc?.C = v0-29 La 5Zo sct F7'
B°?L.?c.? = v?• 6a ? g??, SQ r 7'
.2?cG ?'icrti? = v o• !o (Z, /040o SQ FT
Q r STiJ" [,pss
v = 41e4 r ,e444;-FOc
,Q = R/lEA - Sq FT
T, = lN,Oct:pe Tc?r
7-2 = OES/bro£O o?Ta.oiC TEw?
/. 13 x 48o [72 - 49<?00 esTu 2os.? 46-4 //Z
. 29 X SZa f?z - /.3g73 BTu j,,Ss .o?.e ,1/e
-410 K896 C?z -? za)? = 4<9 4-5-9 ,BTc1 Lass A-- ,e .,e
•/D IC 6?' ?72 ^ ?-20)? = 56m0 B7t/ L.o.SS ,r<.e -
1 ?211z T >?L a7'u (foss
4/GWTi.? 6
i? O,C4F7in/L? iCoo? /SJ foorcA.vo[E .cEat
Z) bF?/CC? A.CEA /oo ?'vo7'?'WOCe. sG?Gi
3)
G K /?
Fla= cUxo? I ) i?ox ??9-v = I7/4z?S C? _ /36
4-? ?. 7o ,C? x r?a?s
Z) lv?c? x tZBp _ Z4493? ?-?'? = 23 r1x7cWES
,6Z x 7v ?
F-2o K/280
r H yIXTu17C.S
.&2.K 70
!9840 3c2 FT
/28o s Q FT
/ZgC 90- ICT
GG ` Ter.ac Lv,++?rs
? _ ?2F? ? 54 FT
G!/ ^ L?EfF/C/t.vT c+< vTiLir•vY?.,A)
?
l?L = G?cPREG/?a7?aN ?'AC:To?.?.
47/C6s' -75- u.QTTS (-Q (p3ao Gu•*ts?r E.aes/.
OF
3795 PILOT KNOB ROAD, P.O. 80X 21199 eEA BLOM9UI5T
EAGAN, MINNESOTA 55121 Mayp
PHONE: (612) 454-8700 iNOnnqs EGnN
. JAMES A. SMIiN
' JERRY THOMAS
THEODORE WACNiER
July 13; 1983 Counci Members
THOMASHEDGES
Ciry Adnrtnimip
EUGENE VAN OvERBEKE
City CIerY
Lu11 Engineering Co., Inc.
3045 Highway 13 ' -
Eagan, MN 55121
Attention: Mr. Nord
Re: Building Permit Application
Dear Sir:
In reviewing your permit application, I find that additional information is
required to complete the processing by staff. Information needed: 1) a site
plan that includes grading and drainage data; 2) a site plan defining parking
and manuvering areas with concrete curbs and hard surfaces; 3) more complete
architectural and structural plans; 4) contractor's license as previously
noted.
I am enclosing the applicable portions of the City Code to assist you in
designing the additions. Feel free to contact me or the copied staff if you
need further assistance.
' rely?
?
Dale S. Peterson
Chief Building Official
CC: Dale Runkle, City Planner
Tom Colbert, Director of Public Works
Parcel File - 10 00900 010 26
DSP/bar
THE LONE OAK TREE. ..THE SVMBOL OF SIRENGTH AND GROWTH IN OUR COMMUNIN
/D ov 900x oio a&
MASTEft CARD
LOCATION
OWNER ! ?L L CdG •
STRUCTURE AND
LAND USED AS GA? ?Q,O?j? d A?i?T STv?F G?
Permif
I No. _ '
i_ Issued Issued To
Coniractor Owner
BUILDING z 9e?? q? _ I
PLUMBING I ?
CESSPOOL - SEPTIC TANK I
N?ELL
ELECTRICAL
FIEATING I
I?
/
GAS WSTALLING I I
SANITARY SEWER I
OTHER I
OTHER I I
Items Approved
(Initial)
Date
Remarks
Distance From Well
FOOTING SEPTIC _
FOUNDATION .? y ? CESSPOOL
FpqMING TILE FIELD FT.
FMAL
tLECTRICAL I
-
HEATING ? DEPTH
OF WELL
GAS INSTALLATION i
SEPTIC TANK
CESSPOOL
DRAINFIELD
PLUMBING
WELL
SANITARY SEWER
-
? / -
Violations Noted
on Back
COMMENTS:
CnLl?LL ? ??? .?nc.
3045 HIGHWAY 13 a ST. PAUL. MINNESOiA SSiII e AREA CODE 612 TEL. 454-4300
September 24, 1981
Mr. Dale Peterson
City of Eagan
Pilot Knob Road
Eagan, MV 55122
Dear Mr. Peterson:
The cost of the proposed building to house steel will be in the area
of $20,000 when it is totally finished ::-;'.Thank you.
0. W. Nord
Executive Vice President
OWN/lak
G[lLLL#h1Grof f04
GENERAL CONTRAROAS
MASON0.Y COMRARORS
&IItDING COMRAQORf
0.0AD CONfRARORS
FOR67 INDUST0.1E5
HIGXWAY DWTS.
MIINICIPAUTIES
MIUTARY BASES
UTILRY CO'S.
AIRVORT$
MANUFACTURERS OF DEPENDABLE HYDRAULICALLY OPERATED CONSTRUCTION EQUIPMENT fOR OVER 30 YEARS
HIGH•LIR LOADE0.3 0 FOUR WHEEL DRNE LOAOERS 0 LOG LUGGERS 9 FORK iRt1CKS 0 SELFPROVE0.ED B0.00N5 • DYNA LUGGFRS
LULL ENGINEERING CO. INC.
St. Paul, Minnesota
SCHEDULE OF BUILDINGS
Gross Area
Sq. Ft.
Building #1 - O£fice
Part Basement, l,
Part 2 and 3 Story,
Brick and Block,
Steel and Wood
Frame
9610" x 100'8"
20'0" x 25'9:'
3216" x 20'4" 16,043
2 - Plant
1 Story, Concrete
Block, Steel Frame 156'6" x 321'6"
Overall
Irregular 49,673
3 - Steel Storage and
Welding
1 Story, Concrete
Block, Steel Frame 10116" x 2412"
Irregular
60'8" x 80'0"
3218" x 120'9"
30'0" x 42'0" 12,228
4 - Paint Shop
1 Story, Concrete
Block, Steel Frame 3210" x 5010"
12'0" x 12'0"
1010" x 2010" 1,944
5 - Guest House
2 Story, Frame 2016" x 31'9"
613" x 819" 1,357
Existing Total 81,245
6- Proposed Addition 3610" x 100'0" 3,600
LULL ENGINEERING CO. INC.
St. Paul, Minnesota
SCHEDULE OF BUILDINGS
Gross Area
Sq. Ft.
Buildinq #1 - Office
Part Basement, 1,
Part 2 and 3 Story,
Brick and Block,
Steel and Wood
Frame
96'0" x 100'8"
2010" x 25:9"
3216" x 20'4" 16,043
2 - Plant
1 Story, Concrete
Block, Steel Frame 15616" x 321'6"
Overall
Irregular 49,673
3 - Steel Storage and
Welding
1 Story, Concrete
Block, Steel Frame 10116" x 24'2"
Irregular
60'8" x 80'0"
3218" x 120'9"
30'0" x 42'0" 12,228
4 - Paint Shop
1 Story, Concrete
Block, Steel Frame 3210" x 50'0"
12'0" x 12'0"
1010" x 20'0" 1,944
5 - Guest House
2 Story, Frame 2016" x 31'9"
613" x 819" 1,357
Existing Total 81,245
6- Proposed Addition 3610" x 100'0" 3,600
.i
?
. . ? ?.?.>/
i
Date :--7 7 _
BUILDI1M PEILti2IT PPPL3CATIOid
I.OT BLOCK A7DITI00
:'•.-..^:E ; & aP.r"S'IOTI HN113EA IF U"iIPLATTED ,D '42.0w/?f/J
UU n ?
/
OCCUPAAICY USE
.. . .. ...?.177 ,:oST
jbl 4I !n f P1/' I iil tA TELEPHOb1E iVO.
s,i J"; 7
TELEPHODIL tTO.
?_i)r?L.ESS
Note: Inclucle site plan, building plans, and energy calculations vtth th`.^•
application
Siqned
OFFICE USE
'1pyUi1TIOU
T?
.,_._.•;.;H 11 E:ER
..'.*JITdJ3AIG PEFtt,iIi FEE
--
?
'77RCNT3?GE FEE ? ...
P:?'tl:t Cr:ECK FES
-?-•/
:A?tT_L DEUICATIOi:T FEE ? .._...._?..-._
OT; cR / _.. ...___..?,.
'?'•p'C'Tfir.s:
...;?;SgP]F.1:?' CLERIC BUILDTidG DEPT. POZICE DEFT.,
.E'^,"R f. S?F R D7PT. FI? DEPT. - PAI2IC DEPT.
.s-J 7 7
<
??GL ?
.
SII7GLE FAMILY Di1ELLIAGS
1969 BifYZ.DIi1G PERMIT IPPLICAYION
CITY OF EAGAN
!lDLiIPLE DiiELLING3
2 3ETS OF PLANS
`s BEGISTEAED STTE SOR9EYS
7 3LT OF fiNEAGY CALCS.
2 3fi?S OF PLlNS
6EGISTBRED STfE 3DAVEI3 -
(CHECS WITH BLDG DIV.)
1 SLPf OF 88EAGT C&I.C3.
1lULTIPLE DiIELLINGS HENTAL DNITS !OB SII.S D9TlS f OF THITTS
IIOTEs ADDRESSFS F09 CORAER LOTS - CORTAACfOA/BOMEOiiNEA MN.ST MSGFATE YHICB JLDDRFSS
IS DFSIAED. 80 C9ANGFS i1II.L BE LLLOftED OtiCE BUILDING PERMIT IS 233QED..
3EViER 8 NATER PERMTf FERS ?AD lCCOUNT DEP03IT TSffi WII.L 88 INCLQDED BITH TSE HOILDINf3
PEAMIT FEE. P80CESSING TII+IE FDR 3EflE9 AIiD lidT6A PEIaSTlS IS lii0 DAYS ONCE 1 YERMIT H6S
HEER COMPLE?ED IHDIClT2AG A LICEIiSED PLMMER.
PENALTY, 6PPLIFS WEfENs PERMIT IS NOT PAID FOR IN SAME MONT9 IT IS REQUESTED.
LOT CHANGE IS REQiTESTED ONCE PEAMIT IS ISSiJED.
To Be Used For: 5 -ro,ZA-g.e_ Yaluation: /.S DOO " Date:
Site Address 3as?s //,Vy i3
Got 6/0 Block a(o
Pareel/Sub ;-25c274./ 9 7aU91.z7 ,',lcE a3
,
Owner U•virFO Fi?E Snr.e C9P17,qG CaRP.
Eddreas 3o?s L'/w? 13
?
City/Zip Code
Phone G/a- 11s11- i{360
Address 3aL+8?
City/Zip Code '
Phone
Arch./Engr. ?
Address
City/21p Code
Oceupancy .6 -2
Zoning 'I-I
Aetual Const v-N
Allowa6le - V-f -
1 of atories I
Length ?
Depth 36
S.F. Total ZSSo
Footprint 3.F. 29AD
On aite eewage
On aite well
M41CC $y9tCID ?
City vater ?
PRV required _
BoosLer PumP _
tereover.s
Planner ? Coimcil
Bldg. Off. ?12?p
varsancB
€e, 0;a
CDMiERCIAL
2 SETS OF ABCHISECTURAL
3 3TBOCfQRIL PLINS
1 SEf OF SPECIPICATIONS
1 SET OF EBERGI CALC3.
5?
Bldg. Permit 6? Z,oD
Surcharge ?,50
Plan Review ! I,oc
S9C, City
SACO FIWCC
itater Conn
Water Meter
Acet. Deposit
S/W Permit
3/W Suroharge
Sreatment P1.
Road Unit
Park Ded.
Copiea
3DBTOTAL
Penalty
rorei. ? .
TH IS P`"tRn41T wR s A r PLi EJ Fc;2 AFTCQ.
-RE EK'czn?nl c)T- -171Z- s%P?c7U?'c
Phone I
„ / /'1 ? D ??/??aY,4iL ????? ? C •
U ?
1985 BUILDING PERMIT APPLICATION - CI7Y OF EAGAN
NOTE: ALL CONTRACTORS NUST BE LICENSED WITH THE CITY OF EAGAN
COlQIERCZAL
INCLUDE 2 SETS OF ARGHITECTURAL
& STRUCT'ORAL PLANS, 1 SET OF
SPECIFICATIONS AND 1 SET OF
ENERGY CALCULATIONS
$2,000 LANDSCAPE BOND
SINGLE FAMILY DWELLINGS
INCLUDE 2 SETS OF PLANS
.'.. 3 CERTIFICATES OF SURVEY
7 SET OF ENERGY CALCULATZONS
To Be Used For; S T'p(' E. Valuation: ,1?= &0 Date: ^ -55?
site Address 30?( 5 I-}va? ??
Lot I Block
Parcel/Sub rD - oo qmpo /'0 - 2
owner lr V L? ?N(Q? r. e"
Address *?(Zq5 ,?U??
City/Zip Code
Phone
Contractor
Address '
City/Zip Code
Phone
Arch./Engr.
Address
City/Zip Code
Phone !/
Erect Occupancy ?
Remodel Zoning
Repair , Type of Const ?
Addition # of Stories
Move ? Length
Demolish Depth
Int.Impr. ? Sq Ft 5
Znstall
APPROVALS FEES
Assessments Permit
Water/Sewer ' Surcharge
Police ? Plan Reviex
Fire SAC SeC
Engr Water Conn
Planner '?? D? Water Meter
Council oad Unit
Bldg Off q - ll- ) Treatment P1
APC Parks
Variance Copies
TOTAL 15
? _„ _??
??-?l
65/S'p j " rc1
a' A C U-'+ "t s l ; hA
effji?'?
co/! o : 7?"9/ b?/f n
?Pf/??? ? C:DYtlt PG bDY?. I 5
NoNde a
CHIEF INDUSTRIES, INC.
P U Oo.PU,-B
Oitl Wesi rognway •90 Grand IslanO. NeOraska 68804-1078
Pho.,. 308. ]82BB2u
C032487
Gentlemen:
Please accept this letter as certification that the 40' x 60' x 12' Rigid
Frame building which Chief Industries, Inc., will furnish to A& M Building
Supply, Rosemont, Minnesota, for Midwest Pole Co., Rosemont, Minnesota, has
been designed for the following loads:
40 PSF Live Load
4 PSF Dead Load
20 PSF Wind Load
The design of structural steel members is in accordance with the provisions
of the AISC "Specification for the Design, Fabrication and Erection of
Structural Steel for Buildings".
The design of light gauge steel members is in accordance with the provisions
of the A151 "Specification for the Design of Cold-Formed Steel Structural
Members".
The design of primary and secondary members is in accordance with the
provisions of the MBMA "Recommended Design Practices Manual".
Welding design and fabrication is in accordance with the AISC's
Specifications and the American Welding Society's "Code for Welding in
Building Construction".
Iherebycertifythatthir plan, specification,
or report was prepa. ec L;1 ne or cnder my airect
supervielon and Cr,=_.t: :: duly P.egi stered Pro-
Se881onalEngin.;c;r,:::_i..?Ui ?,'..arzso£the Stateof
Minneaota.
Chander P._N4nr7* a
Very truly yours,
Chief Industries, Inc.
0??A 11??
Chander P. Nangi , P.E.
Chief Engineer
ii
Dat eg. No. 12273 ?
TWX: 910 629 3713 CHIEP IND GRIO • LABLE: CHIEF GRAND ISLAND NEBRASKA USA
„ t, ,.e.:,:;cikk:yd>;?.1':M::?.,y.,;a?<:c?k;is?Y,<'i6?.?Yk;,:,,:•, ;:YC,v'r,.w;k%k
C7:'1"Y UF> F:fi`..;AP-
Cr1SH:f.EF: jO i"E7:P1It't1L P'0: 738
?R-fE:, rl'i:r; 1.i3; 99 ' SMLv I.'ic 34^23
Ir, n
h'F^`E c L..LL.L SN'i'_(;Yd„i JONG?I...
3i'.10 9001 31745 PWV 13 11 i.[25
205 9C10:1. 3045 ilWY :L:_t 2,:5C?
?
Tnt.'i). R.irni_pr} f:t9r7ui1•• :I.i:.i.75
C^;:I.08i'6p
.
L:ak' R a. :i s jr:N
,::Y7••:7Si: ..'(.',O?., ?,?;'(?!U;t i').:"u:. ....;;U'U'!.... ? . .'A::$:. i?;i}'„ '.?e
1999 BUILDING PERMIT APPLICATION (COMMERCIAL)
r7 651 681E4675?
Re uirements to buildin ermit
Foundation Onl New Construction Interior Im rovement
• Structural Plans (2 sels) . Architectural Plans (2 sets) • ArchilecWral Plans (2 sets)
• Civil Pians (2 seGS) • SWUUraI Plans (2 sets) • Code Malysis (1) "
• Code Malysis (1) ^ . Civil Plans (2 sets) • Project Specs (1 set)
• Project Specs (1) . Landsaping Plans (2 sets) • Key Plan .
• Spec. Insp. 8 Testing Schedule • Code Malysis (1) " • Master Exit Plan
• SAC determinaGOn letter from MClES - • SAC tletertnination lener from MClES - pll . SAC Oetertnination letter from MGES - call
a11651-602-1000 851-602-1000 651-602-1000
• Spec.Insp.STestingSchedule (1) ° • EnergyCalalatlons (1)notalways"
• ProjeMSpecs (1) • EIec.POwerBLightlngFOrm (1)ratalways"
• EnergyCalwlatlons (1) "
• ElecVic Power & Lighting Form (1) "
• Master Exit Plan
• Soils Re rt (1) 1
" Contact Building Inspections for sample
Food 8 beverage or lodging facilities: Plan must be submitted to Minnesota Department of Health. Call 651-215-0700 for details.
DATE: WORKTYPE: _ NEW E REMODEL
DESCRIPTION OF WORK:
CONSTRUCTION COST: f /-, '?? ?
SITE ADDRESS:
/3
Stree[
LOT ? BLOCK ?-? SUBD. 0 1'-\ ? P.I.D. #
Name: Phone #: w157 - yK3Q d
PROPERTY Last F'ust J
OWNER .? ? Sh /dvo
Street Address:
Ciry State: Zip:
Company: A'.W-e? Phone #:
CONTRACTOR
City
SUITE #:
Zip:
i
TENANTNAME:
State:
ARCHITECT/ Q
ENGINEER Company:?pf
Name: ?(jl/?Sfld't'- 5b?7'???rC,Ec?
Phone #: 6 ( 2 rZZ 6-7-5-3
Registrarion #:
oC ?? O J
StreetAddress: ?It?? r"'
City 4? State: d` Zip: SS
S'ewer & water licensed plumber (oniv if installina sewer 8 water):
1 hereby acknowledge that I have read this application, state that the information is correct, and agree to comply with I applicable State
of Minnesota Statutes and City of Eagan Ordinances.
Signature of Applicant: ? ??
OFFICE USE ONLY
BUILDING PERMIT TYPE
? 01 Foundation ? 26 Public Facility ? 28 Greenhouse
? 25 Misceilaneous ? 27 Commercial/lndustriai ? 2 Antennae
WORKTYPE 0,6WM?6
? 31 New ? 34 Repairs ? 37 Demolish Bldg. ? 43 Siding/Soffits/Facia
? 32 Addition ? 35 Tenant Impr ? 38 Demolish (Interior) ? 44 Windows/Doors
O? 33 Alterations ? 36 Move Bldg. ? 42 Reroof ? 45 Fire Repair
GENERAL INFORMATION ?
Const. (Actual) Basement sq. ft. Census Code
(Allowable) First Floor sq. ft. SAC Code 3?
UBC Occupancy sq. ft. No. of Units ?
Zoning sq. ft. No. of Bldgs. °
# of Stories sq. ft. MC/ES System
Length sq. ft. City Water
Width Footprint sq. ft. Fire Sprinklered
APPROVALS
Planning Building L4 Engineering Variance
VALUATION: $ 4SOU ?-
Permit Fee
Surcharge
Plan Review
MGES SAC % SAC
City SAC SAC Units
Water Supply 8 Storage Meter Size
S/W Permit
S/W Surcharge
Treatment Plant
Park Dedication
Trails Dedication
Water Quality
Other
Copies
i
Total l ? ? ? ?
G:CTY UF EAGf,i,!
cns,iaar::??:, ., rri,hTNAL Nri,; 7K
nA""I_:: 05/1.1/99 '1'i:MC".: pAN1..2f.
rz: -,
NAr,.... ri-i;:=,Ertcir_. , ; :.:IrDci=-s
••.JPLV 90J'. jV^YJ HW1 0 .I..i.l.GJ
205 9001 3045 HTY 12 2.50
.
'1'nca.'. `;er..e.i;,:; c.mnunts 03.7i
CFi1.f.1834 J
U6EI1 :[Ii° NANCi'
,'i :;7k;?,y;;:_?.•>:rt:?n::t; ,o;r.,; .;:?;r;:a;,,?s??rk?";?>kr,r;t?r,?%Yk:^;+;%d:Fi:Y,tP.4
1999 BUILDING PERMIT APPLICATION (CONIMERCIAL)
f CITY OF EAGAN
651 681-4675 '1?-? S
Reauirements to 6uildina oermit
Foundation Onl New Construction Interior Im rovement
• Structurel Plans (2 sets) • Architectu2l Plans (2 sets) • Architectu2l Plans (2 sets)
• Civil Plans (2 sets) • SWUural Plans (2 sets) • Code Malysis (1) "
• Code Malysis (1) " • Civil Plans (2 sets) • Project Specs (1 set)
• Project Specs (1) . Landscaping Plans (2 sets) • Key Plan ,
• Spec. Insp. 8 Testlng Schedule •' • Code Malysis (1) " • Master Exit Plan
• SAC datermination letter from MC/ES - • SAC detertnination lener from MClES - call • SAC detertnination tetter from MCIES - pll
call 651-602-1000 651-602•1000 651-602-1000
• Spec.Insp.BTestlngSchedule (1) " • EnergyCalwlations (1)notalways"
• ProjectSpets (t) • EIec.PowerBLightingFOrtn (1)notaMays"
• EnergyCalcula0ons (1) "
• Electric Power & Lighting Fortn (1) "
• Master Exit Plan
• Soils Re oA (1) 1
" Contact Building Inspections for sample
Food & beverage or lodging facilitles: Plan must be submitted to Minnesota Department of Heatth. Call 651-215-0700 for details.
DATE: -<--
,7' /9 WORK TYPE: _ NEW L"' REMODEL
DESCRIPTION OF WORK:
CONSTRUCTION COST: -77S J-77 ?
SITE ADDRESS: -SD
LOT ! BLOCK ?-? SUBD.
PROPERTY
OWNER
-Z?; - (0 -? `
P.I.D. #
Name: aG C ? , -5-- ? Phone #:
Last First T
Street
3? orl<
Ciry <?-? /"C/ !/L
- `??? Orl-l"r ei rh P^oducl;'?
TENANT NAME:
SUITE #:
/3
State:
Company: DG- N .11 1 Phone #:
CONTRACTOR
Srreet Address:
City
State:
Zip: Jrs?? 2?
Zip:
ARCHITEC'C/ /
ENGINEER Company: Phone #:
?
Name:
Street
City
.
Registration #: _
State: Zip:
Sewer & water Iicensed plumber (onlv if installina sewer & water):
I hereby acknowledge that I have read this application, state that the information is cortect, and agree /to/ comply w' all applicable State
of Minnesota Statutes and City of Eagan Ordinances. ^??i?N?
/ )
Signature of Applicant: `1?
OFFICE USE ONLY
BUILDING PERMIT TYPE
? 01 Foundation
? 25 Miscellaneous
WORK TYPE
? 26 Public Facility ? 28 Greenhouse
,b 27 Commercial/Industrial ? 29 Antennae
0 31 New ? 34 Repairs ? 37 Demolish Bldg. ? 43 Siding/Soffits/Facia
? 32 Addition 35 Tenant Impr ? 38 Demolish (Inte(or) ? 44 Windows/Doors
? 33 Alterations ? 36 Move Bidg. ? 42 Reroof ? 45 Fire Repair
GENERAL INFORMATION
Const. (Actual)
(Allowable)
UBC Occupancy
Zoning
# of Stories
Length
Width
APPROVALS
Planning
Basement sq. ft.
First Floor sq. ft.
sq.ft.
sq. ft.
sq.ft.
sq.ft.
Footprint sq. ft.
Building
Census Code Y3.9
SAC Code 3d
No. of Units ?
No. of Bidgs. e9
MC/ES System
City Water
Fire Sprinklered
Engineering Variance
Permit Fee -,) '?-
Surcharge
Plan Review
MClES SAC -?
City SAC '
Water Supply & Storage ^
S/W Permit ?
S/W 5urcharge ?
Treatment Plant -'
Park Dedication ?
Trails Dedication ?-
Water Quality
i
Other ?
Copies
VALUATION:
% SAC
SAC Units
Meter Size
?$- o(go
:
Total ? 13 ? ?
` ?] (W ? CITY USE ONLY
L: B fT RECEIPT#: D L
SUBD. . I RECEIPT DATE ? - ?"(- ' 9
.APPROVED BY: 6 INSPECTOR PLiIMBING PfiRMIT #3 0 1 q
1999 PLUM$INCY PEftMIT (COIriMERCLecL)
CITY df EAflAN
S$SO PILOT KNaB RD
?eA1v, rr[1v 55122
' - (651) 6$1-4675
Please complete for"`?- all commercial/industrial buildings
multi-Camily buildings when separate building permits are not required for each dwelling unit
installation of backflow prevenrer in commercial areas or residential boWevards
Date: 7- 23 -1°I Work Type: _ New Bldg. >c Add-on _ Repair _ U.G. Sprinkler _ RPZ
Descr,pcionofwork:_ hIEW W4ven Sct,2ure6 Apro.?6 To E?ossr,c?J6 Sm t3qSF++ir-wT
To inquire if Pressure Reducing Valve is required on new service, call 6814646.
FEES
1% of conhact price or $30.00 minimum Contract Price: S/Z? O0O 106 x 1% _ $ f Zd ?
COMPLETE THIS AREA ONLY IF INSTALLING LiNDERGROUND SPRINKLER SYSTEM
BackilowPreventer Permit Fee - $ 30.00 $
R'ater 114eter. 2" Turbo - $ 889.00 unless plan approved for smaller size 5
Serviee: _ existing (if conilng oFf domestic line) OR _ new
If'7newseivice". contnct Jer n Wobschall Frnance Cansu(tniri to conTrm adrfin (ees for
W ater Permit & Surcharge - $ 50.50 $
W'ater Supply & Storage - 5 825.00 ?
Water Treatment Plant Char{;e - $ 468.00 $
Permit Fee $ / 20 . •O
State surcharge is calculared from Pemtit Fee at right -
S.50 for each S1.000 with a minimum of $.50 due
State Surcharge $
, sa
Total Fee $ 110, 5-0
I hereby acknowledge that I have read this application, state that the information is conect, and agree to comply with all applicable Ciry
of Eagan ordinances. It is the applicanYs responsibiliry to notify the property owner that the Ciry of Eagan assumes no liabiliry for any
damages caused by the City during iu normal operational and maintenance activities to the facilities consaucted under this permit within
Ciry property,'right-of-way/easement.
SITE ADDRESS: 3045- /7ZG
TENANTNAME: _ LIwLL Si44uST2zf'5 TELEPHONE#: Co-51 4S4- 4-,'O6
(AREA CODE)
INSTALLER NAME: _ OAk6Tff PLU.MQL7JG TELEPHONE #: S/ - ls-0' 66¢S-
(AREA CODE)
STREET ADDRESS:
kE.-/nM-Bd'C D.¢evE' JwrreS' /OL
CIT1': E?¢6?0?? STATE: PVN. ZIP: cSS-/z Z
exll' SIGNATCJRE OF PERMITTEE
.a.
CITY USE ONLY
i/ ? ?
DOMESTIC n1ETER SIZE ? !? COMPOUND TiJRBO
7 --.93?j?
PRV: Yes Na
• Contact Utility Billing Division for price: 651- 681-4631.
IRRIGATION DIETER SIZE:
• 2" turbo unless approval for"smaller meter granted by Public W orks.
• Contact Utility Billing Division for price: 651-681-4631.
PRIOR TO SELLING A 11TETER:
• Enrer site address oti Screen 301, Permit Inquiry, to obtain sewer and water pem'ut numher.
• On PIMS Screen 320, enter sewer and water permit #[o check that hydrostatic, conductiviTy, and bac[eria tests have been
approved. If not, do not issue me[er.
1lisccilaneous Information
• Meter larger than 5!8" - ask plumber to wait while you call Central Maintenance (ext. 300) and verify that one is in stock.
• To schedule inspection of [he inside water line and backflow preventer, call 651-681-4675.
• To schedule water rum-on, call 651-681-4300. CD/Permit forms/plbe permit (comm) 1999
EA 's ^? a? bx`?r ' k,
?.?
z?'s • r.a f + ?' " ? A r. ?3. '? a r.w?. :y
is$ ?!?
`I3i e. .a .
??: ? A Zf? ?:3W'E3 ?h}51 ?i'? h?c iw 5?^. `.5'°>e 1;4' °a€ t r ?F'{ ? Y3 ?.y? ts 1??t Y !.? t d
qn . F
? JC
d c L j -J a3 4 .
?. 1: y )1 '. ? ? qs , i +` ,k '? f f . ? k ?.,, 3`
? Y r
? P°"•,.?,d,3r,,?,??? ?tL? ?at??.'T?-sxr??'§?r?ie"'?lV?dr'i??Mr?''[??§??P?r,-?is'?--?-"n.c imt
f'.T,t? gr
d i rv i=;'P'M1i?d byyFfSa°?T H . 1?u ?e? . ?
CITV OF EAGAN ?.. -
... ? CASHIEk: F(F: TEFI1INAl. NO¢ 868
DATE; 07/26/93 TIME: 03:29:35
? NAME; DAKOTA PLUMRIhG j?.
3716 9220 2' COMP. i.i,?'i5.00
3212 9001 2' COtiF'. . 120.00
„ 2155 9003 2' COMF. 0.50
?
h.:r
G_.
Total Receip+, Amoiln#; 1.875.50
CF1342i5
USEF; ID: KATHI
h,
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5 7
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NAME:: IJJLL IN'CE::RNA"iIONAL.
321.0 900i 304.5 NWY 1:3 'J23.i.°i
3422 `J-DI):L ;3t.145 HWV 1.3 600,44
2155 9007. 3045 HWY 13 411:1.00
?
t
To1:a1 Receipt Amount. 1.,S63,i.3
C,fi 11:36F;8
UaE'F: TI): NpNCY
?F?M#YF?k*? %? ?k MX??k?X YF??k X??F?k %c?%?X ?Xh?X?A: ?ikMkc?k?X ?k ? ?k*?X?
I
1999 BUILDING PERMIY O PEL?ICA? TION (COMMERCIAL)C c^ n _
?2?
C) 651 681-4075 A I ` ? L9
Reauirements to buildina oermit
l?
Foundation Onl New Construction Interior Im rovement
• SWCW21 Plans (2 sets) • Architecturel Plans (2 sets) • Architeclural Plans (2 sets)
• Civil Plans (2 sets) • SWCUraI Plans (2 sets) • Code Malysis (t) "
• Code Malysis (1) •' . Civif Plans (2 sets) • Project Specs (7 set)
• Project Spacs (1) • lanASaping Plans (2 seLS) • Key Plan.
• Spec. Insp. 8 Tesling Schedule " • Code Malysis (1) " • Master Exit Plan
• SAC detertninatlon letter from MC/ES - • SAC delertnination letter Bom MC/ES - pll • SAC delertnination letter from MGES - wll
ca11651-602-1000 651•602-1000 651-602-1000
• Spec. Insp. 8 Tesdng Schedule (t) " • EnergY CalculaGons (1) not ahvays"
• Project Specs (7) • Elec. Power 8 Lightlng Form (1)rataMays "
• EnergyCalalations (1) '•
• Electric Power 8 Lighting Form (1) "
• Master Exit Plan
• Soils Re ort (1) 1
" contact 8uilding Inspections for sample
Food & beverage or lodging facilities: Plan must be submitted to Minnesota Department of Health. Call 651-215-0700 for details.
DATE: 7 !'?1 Z WORKNPE: ?NEW ?MODEL
DESCRIPTION OF WORK: LDU iC. P?.j a
CONSTRUCTION COST:
SITE ADDRESS: 3b 4?S /14`'29 0 1 i ? c-? ?
TENANT NAME: 1,vL6-LOT ? BLOCK a (0 SUBD. S-C GA--1 vvq C) P.I.D. #
PROPERTY
OWNER
CONTRACTOR
ARCHITECT/
ENGINEER
L-ULL ---?-??T
Last First
SUITE #:
Phone #: ? -57 - !v dr-( , ^ / Z lO 3
Street Address: 13
City State: // '/ Zip:
Company: --I v' Phone #:
Street
Ciry
State:
Zip:
S 5'-i 2 2
!r/Z_gr-!-770 / /
Company: ? ?. ,? 1 S Phone #: (? $7-- Z,?,I-
Name: ( A/, Registrarion #: IO 7Z 7
Street Address: ff _
Ciry eQc, a--- State: ? Zip: 2-3
Sewer & water licensed plumber (onlv if installina sewer & water):
I hereby acknowledge that I have read this application, state that the information is correct, and agree to com all applicable State
of Minnesota Statutes and City of Eagan Ordinances.
JUL 9 Signature ofApplicant:
; ? ?• V ( ldG,
rl
L, -
14
OFFICE USE ONI_Y
BUILDING PERMIT TYPE
? 01 Foundation ? 26 Public Facility ? 28 Greenhouse
? 25 Miscellaneous 27 Commercial/Industrial ? 29 Antennae
WORK TYPE
? 31 New ? 34 Repairs O 37 Demolish Bldg. O 43 Siding/Soffits/Facia
)9?32 Addition ? 35 Tenant Impr ? 38 Demolish (Interi or) CI 44 Windows/Doors
? 33 Alterations ? 36 Move Bldg. ? 42 Reroof ? 45 Fire Repair
GENERAL INFORMATION
Const. (Actual) Basement sq. ft. Census Code
(Allowable) 1? First Floor sq. ft. SAC Code _?30
UBC Occupancy F- z- sq. ft. No. of Units o i
Zoning Z-1 sq. ft. No. of Bldgs. ?
# of Stories _L sq. ft. MC/ES System
Length I zo sq. ft. City Water
Width 31- Footprtnt sq. ft. S 6 Fire Sprinklered
APPROVALS
Planning Building 0 V Engineering Variance
Permit Fee
Surcharge
Plan Review
MC/ES SAC
City SAC
Water Supply & Storage
5/W Permit
S/W Surcharge
Treatment Plant
Park Dedication
Trails Dedication
Water Quality
Other
Copies
Total
??-On
VALUATION
°/a SAC
SAC Units
Meter Size
?
g q0/ bcc)
?
L _I B ?
SUBD.
APPROVED BY:
CITY USE ONLY
INSPF.CTOR
RECEIPT #:
RECEIPTDATE
PLiIMBING PERMIT # J?S
1999 PLUMeuvEi PERMrr (coMMEiciAL)
crrY oF E,aGM
3$30 PILOT KNOS $D
EA&AN, MN 55122
(651) 681-4675
T
Please complete for: all commerciaVindustria] buildings multi-family buildings when separate building permits are not required for each dwelling unit
installation of backflow prevenrer in commercial azeas or residential boulevards
3- Date: Work Type: _ New Bldg. Add-on _ Repau _ U.G. Sprinkler _ RPZ
DescriptionofWork:_ Ti.rSI-o-I? =?y.J g
To inquire if Pressure Reducing Valve is required on new service, ca11681-4 46.
FEfS
1% of contract price or $30.00 minimum Contract Price: $ 3, Gz?r- x 1% _ $
COMPLETE THIS AREA ONLY IF INSTALLING UNDERGROLIND SPRINKLER SYSTEM
Backtlow Preventer Permit Fee - $ 30.00 $
W ater Meter: 2" Turbo - $ 889.00 unless plan approved for smaller size $
Service: _ existing (if comina off domestic line) OR _ new
If "neir service", contactJeriv Wobschall Finance Consultm7t to confirm addingfees for
Water Permit & Surcharge - $ 50.50 $
Water Supply & Storage - $ 825.00 $
Water Treatment Plant Charge - $ 468.00 $
Permit Fee $
State surcharge is calculated from Pemvt Fee at right -
S.50 for each $1.000 with a minimum of $.50 due
State Surcharge $ . SC
Total Fee $ ,3c-, - S C%
I hereby acknowledge that I have read this application, state that the informarion is correct, and agree to comply with all applicable Ciry
of Eagan ordinances. It is the applicant's responsibiliry to notify the property owner that the Ciry of Eagan assumes no liability for any
damages caused by the Ciry during its normal operational and maintenance activiries to the facilities constructed under this pemilt within
Ciry property,`right-of-way/easement.
SITE ADDRESS:
l3
TENANT NAMP: l v- I? =nrc?ws rr aF5 TELEPHONE #:
(ARFA CODH)
IP]STALLER NAME: Qq IC vy - ? ; 4 , P( hd/-/7TELEPHONE #: ( Sl -6/:S
(AREA CODE)
STREET ADDRESS: 3 E .5%', f?E?•.r6i:3f.-t D!-
CITY: IE-F,f .A STATE: M.? ZIP: .) S/.3--.:?_
SIGNATURE OF PERMITTEE
iN
CITY USE ONLY
DOMESTIC METER SIZE COMPOUND TURBO
PRV: Yes No
• Contact Utility Billing Division for price: 651- 681-4631.
IRRIGATION METER SIZE:
• 2" turbo unless approva] for smaller meter granted by Public Works.
• Contact Utiliry Billing Division for price: 651-681-4631.
PRIOR TO SELLING A METER:
• Enter site address on Screen 301, Pemvt Inquiry, to obtain sewer and water permit number.
• On PIVIS Screen 320, enter sewer and water permit # to check that hydrostatic, conductiviry, and bacteria tests have been
approved. If not, do not issue meter.
Miscellaneous Information
• Meter larger than 5/8" - ask plumber to wait while you call Centra] Maintenance (ext. 300) and verify that one is in stock.
• To scUedule inspection of the inside water line and backflow prevenrer, ca11 65 1-68 1-4675.
• To schedule water tum-on, ca11 65 1-68 1-4300.
?
CD/Permit forms/plbg permit (comm) 1999
" L I BL ORG CITY USE ONLY
I SUBD. 9
RECEIPT #: q3 7`3 (p
RECEIPT DATE: &1,;73 )9r,
1998 PLiR+B2NG PERMIT (COMMRC
CITY OF EAGAN
3830 PILOT IINOB RD
EAGAN, MIId 55122
(612) 681-4675
Please complete for: all commerciaVindustrial buildings
multi-family buildings when separate building permiu are not required for each dwelling unit
backflow preventer to be installed in commercial areas or residential boulevazds
Date: 6l/S1,;? ,S' Work Type: New Bldg. Add-on Repair _ U.G. Sprinkler
Is Water Meter Requ'ued? Yes `---No Water Flow GPM
To inquire if Pressure Reducing Valve is required on new service, call 681-4646.
FEES
1% of contract price or $25.00 minimum Contract Price: $/A IJuz?' x 1% _ $ / /U •LN-
COMPLETE THIS AREA IF INSTALLING
SPRINKLER SYSTEM
Service: Existing (if coming off domestic line) OR _ New
Backflower Preventer Permit Fee $ 25.00
Water Meter 1" @ $185.00 Or 2" Turbo @ $846.00 $
If "new servrce" add Water Permit $ 50.00 = $
WAC $ 780.00 = $
Water Treatrnent $ 420.00 = $
City Installed Tap $ 300.00 = $
Permit Fee $
State surcharge is $.50 per $1,000 of ep rmi7 fee or minimum of 5.50 per permit State Surcharge $ ^ SG?
Totsl Fee $
I hereby acknowledge that I have read 1Lis application, state that the information is correct, and agree to comply with all applicable Ciry
of Eagan ordinances. It is the applicanYs responsibiliry to notify the properiy owner thaz the City of Eagan assumes no liability for any
damages caused by the Ciry during iu normal operational and maintenance activities to the facilities constructed under this permit within
City property/righUOf-way/easement.
SITE ADDRESS: 30 Y.S !-lt,.Jv ? .?
TENANTNAME: LvII IncA„cT?,Fs
INSTALLER NAME: n,4ko i-h P( 6c. f H r7e TELEPHONE #: L/Sc/-6C?YS'
_?
STREETADDRESS: 3GS0 Kv.rA1tr&-c Dr
CITY: E ^ STAT'E: AAJ ZIP: SS/a-at
SIGNATURE OF PERMITTEE
CITY USE ONLY
COMMERCIAL PLUMBING PERMIT -1998
METER SIZE
PRV Yes No
Domestic
Irrigation
UTILITY CONNECTION (APPLIES TO NEW SERVICE ONLY)
REVIEWED BY:
9/
Building Inspector
Date
To determine meter size
' See if it is indicated on back of Building inspections card
• Enter address in PIMS Screen 301 to obtain S&W permit #
* Check PIMS Screens 110 (Remazks)
* IFgallons per minute are less than 25, a 1" meter will be required. If gallons per minute aze more than 25, a 2" turbo with strainer
will be required. This informarion is to be supplied by the designer of the system. Coosult with Plurobing Inspector if Licensed
Plumber does not know GPMs.
Before sellina meter
• Check PIMS Screen 320 for aporoval of inspection resulu. No meter will be sold before all sewer and water inspections are complete
on a new service. If new service lines aze not required, one check may be written for meter and permit costs. Write meter type and
size on receipt, code to 3716-9220 (meter ponion only), and fonvard copy to Utility Billing Clerk.
• Enter meter srze, type, receipt #, date & amount paid on PIMS Screen 110. Copy of receipt should be given to Utility Billing Clerk.
Miscellaneous Ioformatioo
* The insial ler is to contact Building Inspections at 6814675 for inspection of the inside water line and backflow preventer. The Central
Maintenance Division may be reached at 681-4300 for water rum-on.
• If ineter is over 5/8", notify Central Maintenance so they can tell you if there is one in stock before plumber goes over there.
JS/Forms.bid/plbg permit (comm) 1997
? L ? CITY USE ONLY RECEIPT #:
SUBD. f c. RECEIPT DATE
APPROVED BY: ,INSPECTOR
199$ PLUMBINfi PEftMIT (COMMEitCIAL)
CITY dF E4fiAN
3$30 i'ILOT KNOS itD
£AfiAN, MN 5518E
(612) 6$1-4675
Please complete for: all commerciaUindustrial buitdings
multi•family buildings when separate building permits are not requimd for each dwdling unit
backflow preventer to bo installed in commercial area5 or residential boulevards
Date: l?/icL9d Work Type: V New Bldg. _ Add-on _ Repair _ U.G. Sprinkler _ RPZ
Description of Work: _T?-, r:,-1 l R?ro-F Dr+; u` l3ncrtrcro? Gas?n c ? F( wk1r? 7TA
To inquire if Pressure Reducing Valve is required on new service, ca11681-4646.
F$ES
1% of contract price or $25.00 minimum Contract Price: $ 36, VVu x 1% _ $ 3490 , Uzr
COMPLETE THIS AREA ONLY IF INSTALLING LiNDERGROUND SPRINKLER SYSTEM
Service: Existing (if coming off domestic line) OR _ New
Backflower Preventer Permit Fee»»»»»»»»»»»»»»»»»»»»»> $ 25.00
Water Flow GPM
WaterMeterl" @ $189.00 Oi 2" Turbo @ $871.00
If "new service" add Water Permit $ 50.00 =
State Surchazge $ .50 =
WAC $ 807.00 =
Water Treatrnent $ 444.00 =
Permit Eee
State surcharge is 5.50 per SI,000 of ep rmi! fee or minimum of $.50 per permit State Surcharge
60. vw-
. SG
Totsl Fee $ 3 GG . SO
I hereby acknowledge that I have read this application, state that the information is correct, and agree to comply with all applicable Ciry
of Eagan ordinances. It is the applicanPs responsibility to notify the property owner that the Ciry 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
Ciry property/righ[-of-way/easement.
SITE ADDRESS: 3v YS N+.v v /'I -
TENANT NAME: L ,I/ Sr.1 [lu5rr i C,5 3zgitS ?
INSTALLER NAME: DAI<o?ra P i ke -t ?7 TELEPHONE #: `f5 y-L6
STREETADDRESS: 36SU KE?Ji?E/3Ec Ur
CITY: ?A STATE: A^j ZIP: SSl 7-?
(?,=:wmz ?
SIGNATURE OF PERMITTEE
CITY USE ONLY
COMMERCIAL PLUMBIIVG PERMIT -1998
METER SIZE PRV Yes No
Domestic ,t7l/ &"i'?
Irrigation
-?- ? ?
UTILITY CONNECTION (APPLIES TO NEW SERVICE ONLY)
To determine meter size
• See if it is indicated on back of Building Inspections card
• Enter address in PIMS Screen 301 to obtain S&W permit #
• Check PIMS Screens ] ] 0 (Remarks)
' If gallons per minute are less than 25, a 1" meter will be required. If gallons per minute are more than 25, a 2" turbo with strainer
will be required. T'his information is to be supplied by the designer of the system. Consult with Piumbing Inspector if Licensed
Plum6er does not know GPMs.
Before selline meter
• Check PIMS Screen 320 for aooroval of inspection results. 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. Write meter rype and
size on receipt, code to 3716-9220 (meter portion only), and fonvazd copy to Utiliry Billing Clerk.
' Enrer meter size, type, receipt #, date & amount paid on PIMS Screen 110. Copy of receipt should be given to Utility Billing Clerk.
Miscellaneous Information
" The installer is to contact Building Inspections at 6814675 for inspection of the inside water line and backflow preventer. 7'he Central
Maintenance Division may be reached at 681-4300 for water tum-on.
" If ineter is over 5/8", notify Central Maintenance so they can tell you if there is one in stock before plumber goes over there.
CD/Permit forms/plbg permit (camm) 1998
?: -
' *:??, . .r'? . . . , . ., . . . ! 1 a . ` i . . e1 . 1 . 4 . ? . .? 1 . . . . . ?.
4
Site/Building
St. Paul @ 3045
Main Building:
Welding
Weld Pole Barn
Tire Assembly
Blast Area
Paint Prep Area
Paint Shop
Lull Square Footage
Production Office Storage
Sq. Feet Sq. Feet Sq. Feet
50,816
12,230
2,400
900
2,775
2,880
4,836
76,837
15,424
15,424
4,580
400
4,980
Building
Sq. Feet
70,820
12,230
2,400
900
2,775
2,880
5,236
97,241
+12/30/97^ 1
fb1_ 0D"1?D0 - 67te7 - 07?0
?E c?'i ts v\ "j
MEMORANDUM
TO: PAT CEAGAN, CHIEF OF POLICE
ASSISTANT TO THE CITY ADNIINISTRATOR
DAI.E WEGLEITNER, FIRE MARSHAL
PLUMBING INSPECTOR BJL L }3'
ELECTRICALINSPECTOR
PUBLIC WORKS! ELYGINEERING DIVISION /UTILITIES/STREETS
GEYE V.AINOVERBEKE, FINANCE DIRECTOR
RICH BRASCH, WATER RESOURCES COORDINATOR
MIKE RIDLEY, SENIOR PLANNER
GREGG HOVE, SUPERVISOR OF FORESTRY
FROM: WAYYE NIILLER, SUILDING INSPECTOR
D.ATE: 13667-!?5' 30 44J #1.) Y
RE: PLAN REVIEW
k? 13U/L/'//1??
The _ preliminary Ll construction plans for / j/GL /AITBRIU14?770A1$L A?O
are in our plan review section for your review and comment.
Please return this form to Dale Schoe.puner with your signed comments and the date of
review. If you have any concems with these plans, please so indicate on this form and notify and
resolve these issues with the affected parties. If you are requesting that issuance of the building
permit be held, please fill out the proper "hold" request form.
Comments:
Indicate any fees that are to be collected with the building perxrtit:
AMOUNT
? Yes ? No landscape security required
? Yes ? No water quality dedication
? Yes ? No park dedication
? Yes ? No trail dedication
? Yes ? No tree dedication
? Yes ? No
Signature
ZONING?
Date
CDlFOILMS/PLAN REVIF.W WAYNE M
io-ooq ??-oio-??
. Contract vo.:
Project No.: y7-L3P Ull
Submittal Date:
CITY OF EAGAN
SEWER & WAT R P MTT Fi ACF FO M
PROJECT DESCRIPTION: C?G?I,? S7Z ?0? ?9cl?l?' eL-9 C7 - GvG G-
,3 U 41 S- S/Bld? YI??a7yln?if9-!
Substantial Completion of Sewer & Water
Date of Occurrence
STEP I; PFRMIS4ION TO HOOK T TP
SANITARY SEWER WATER MAIN
Lines Lamped and Acceptable Properly Chlorinated & Flushed
Deflection Mandrel Test Passed Entire System Pressure Tested
Manhole Structures Properly Enrire System Conductivity Tested
Constructed (Cstg. & Cover, Rings, Cone, Al] Valve Boxes Accessible, Straight
1 ft. Secrions, Final Rim Setting, & & Keyed
Build and Invert) Al] Valves Opened or Closed as Approp.
Infiltration Test Bacteria Test Completed
SERVICES
All Wye Locations Confirmed
All Curb Boxes Exposed, Set to Proper Grade & Marked with Fence Post
Required Service Risers Televised
COMMENTS: lJ, e? 771 //p /-7 G? ,
rTIG / 7-7t?5
STEP II• F L LISE P R IT (OCrT TPAN(')o
STORM SEWER STREETS
Lines Lamped & Acceptable Material Tests Checked & Passed
CB Structures Properly Constructed (Cona Compressive Strength & Air
(Cstg & Cover, Rings, 1 ft. Section, Content, Bitum. Extrac[ & Gradation,
Invert, Final Cstg. Setting & Build, Gravel Base Gradation).
DL-DR Correctly Set Rings & Cstg. Utility Stnzctures & Lines Cleaz & Free
Set in Full Bed of Mortar) of Debris & Gravel (Gate Valves Keyed)
Aprons, Dissipaters & Rip Rap Properly Installed
COMMENTS:
RECOMMENDATION: I herein venfy that the tests and inspections indicated above have been successfully
completed. Any deviations or exceptions are described in my comments. With this considered, I recommend
that permission to hook up or permission for occupancy be granted as appropriate to the above indications.
Signed:
roj ctInspe t
Confirmed by: ^-L
G: Forms& Lists/Sew& W atPertnitRel Form.doc Public Works epartment
.. _ L_ I, g z(? S e vti?Jy-) q
Jwin. C..ity UVater (fLiraic, Jru.
617 13th Ave So Hopkins Minnesota 55343 . (612) 935 - 3556
04/'30/1999
S. W. Lee Constniction
18833 Kristie Lane
Eden Prairie Mn 55346
REPORT OF WATFTL ANALVSiS
Leb fl: 36938
Our Laboratory reports these analytical results, defermined on a sample taken
by CLIENT on 0412911999 from the following location,
?
? Lull Bldg. Fireline
? Eagan,Mn ( tf k/ ?? _ _.i
Coliform aacteria c1/100 ml
The results of these tests indicate that this well is producing water that meets the
standards for F.H.A., V.A., or conventionai loans. This report is an artalysis for coliform
antl nitrate only and does not indude analysis uf Lead and other confaminants. (Unless
as specified by client).
Cliniq Inc:
Bill
ck?ts
?
tAnabiuallaMmmry ComdiUg Aqginem
w,. noay.u rto.y?a. aoiie. we.ch:.kd.
. Lb Certifuetien9 027-053•119
l'd Z6L6 L£6 NDIlof12i1SN0O 331 M S W08d WVVS°0 6661-EB-S
E646 L£6
Jwirt (fity bllatea C'lin.ic, Jn.c.
617 13th Ave So - Hopkins Minnesota 55343 • (612) 935 - 3556
04/30/1999
S. W. Lee Constn.iction
18833 Kristie lane
Eden Prairie Mn 55346
REPORT OF WATLR ANALXSiS
Lab M. 36939
Our La6oratory reports these analytical results. determined on a sample taken
by CLIENT on 04l29/1999 from the falowing location:
LvU'Stilg. Jackpipe -- ?
under Highway 13
?Eagan,Mn
Coliform Bacteria <1/100 ml
The results of these tests indicate ihat this well is producing water that meets the
Standards for F.H.A., V.A., or conventionat loans. This report is an analysis for coliform
and nitrate only and does not include analysis or Lead and other contaminants. (uniess
as specified qy Gient).
T ter Clinic, Inc.
Bill V e
NvlyiulLWnwp, . (:wwWtirgfivginca
WatmNulyais I:uq}nM. Bnd.r W.we C7?afridix
fai.l`n:.xifuationt 027-053-119
Z'd Z6L6 L£6 NOIlof12i1SN0O 331 PA 5 W02i-?l PlVVS'0 6661-60-5
26L6 L26
TO: PAT GEAGAN, CHIEF OF POLICE
JON HOHENSTEIN, ASSISTANT TO THE CITY ADMINISTRATOR
DALE WEGLEITNER, FIItE MARSHAL
ELECTRICAL INSPECTOR
PUBLIC WORKS/ ENGINEERING DIVISION /UTILTTIES/STREETS
GENE VANOVERBEKE, FINANCE DIItECTOR
RICH BRASCH, WATER RESOURCES COORDINATOR
MIKE RIDLEY, SENIOR PLANNER
GREGG HOVE, SUPERVISOR OF FORESTRY ?id ' Z(:°
FROM: MIKE BARCK, CONSTRUCTION INSPECTOR (BUILDING)
naTE: 1 2/2- 5 Iq7
-- -=? ?
SE-?T rv q ,
The _ preliminary construction plans for L(_) LL- I1VD. gv rkDiA/h' 4-,66 W.
aze in our plan review section for your review and comment. 30ys J'1?7 13
Please retum this form to Dale Schoepgner with your signed comments and the date of
review. If you have any concerns with these plans, please so indicate on this form and norify and
resolve these issues with the affected parties. If you aze requesting that issuance of the building
permit be held, please fill out the proper "hold" request form.
Comments:
Indicate any fees that aze to be wllected with the building permit:
AMOUNT
? Yes ? No landscape security required
? Yes ? No water quality dedication
? Yes ? No pazk dedication
? Yes ? No trail dedication
? Yes ? No tree dedicarion
? Yes ? No
Signature
ZONING?
Date
JSlFORMS-BLD/PLAN REVIEW/MIKE B
Tom Colbert
From: John Gorder
Sent: Wednesday, June 23, 1999 1037 AM
To: Tom Colbert; Russ Matthys
Subject: Lull Int. Grading/ Drainage
_ 26
I met with Mike Lightner of Lightner, Inc. on site today to hear his concerns regarding Lull's grading
operations. David Adkins representing Lull was there, also. Mike is concerned with the amount of
drainage coming off of Lull's site now that they have it rough-graded. I explained to Mike the ultimate
plan for the site (curb & gutter, pavement, storm sewer to capture the drainage) under the grading
permit. Mike was satisfied with the ultimate improvements. We all agreed that something needed to
be done to handle the drainage prior to the finish of the project. Adkins will contact the contractor to
either install the storm sewer and inlet in the corner or temporarily grade the site to divert water to an
existing f.e.s. at Meadowview Road to handle the drainage. Adkins will contact me with a schedule
and I will pass it on to Mike Lightner.
I will let you know what happens.
John
Id - D6 900 - D1o -
Jcuin (fity bVater (flirtic, JnC.
617 13th Ave So . Ho kins, Minnesota 55343 • (612) 935 - 3556
12/04/t998
S. W. Lee ConstrucYion
18833 Kristie Lane
Eden Prairie Mn 55346
REPORT OS WATER ANALYSIS
Lab P. 36224
Our Laboratory reports these analytical results, determined on a sample taken
by CLIENT on 12/0211998 from the fdiowing location:
Lull Indusiries
Eagan,Mn
Riser In Building
Coliform Bacteria cl/100 ml
i-he results of these tests indicate thai this well is protlucing wmter that meets the
standartls for F.H.A., V.A., or conventional loans. This repon is an analysis for coliform
and nitrate only and tloes rwt include analysis of Leatl and other contaminants. (Unless
as specified by dient).
)2- 7- IZ
?
Aulyini labonrory
w,? nwy.;. x.,.ywu
7Ab Catiliuvtieo I 0274534.19
CnruulUm 4igimw
R?+ilm Wamr (:heeoiW?
?d Z6L6 L£6 NOI1ofl2i1SN0O 33-1 M S W02id WdOV ° 6 866 1-90-Z l
26L6 L£6
TO: PAT GEAGAN, CffiEF OF POLICE
JON HOFIENSTEIN, ASSISTANT TO THE CITY ADMINISTRATOR
DALE WEGLEITNER, FIItE MARSHAL
ELECTRICAL INSPECTOR
PUBLIC WORKS/ ENGINEERING DMSION /UTILITIES/STREETS
GENE VANOVERBEKE, FINANCE DIItECTOR '
RICH BRASCH, WATER RESOURCES COORDINATOR
MIKE RIDLEY, SEDTIOR PLANNER
GREGG HOVE, SUPERVISOR OF FORESTRY
FROM: MII{E BARCK, CONSTRUCTIOIY INSPECTOR (BUILDING)
DATE: I 2/23l q 7
z ?
SE?-r.oN `f
The _ preliminary construcrion plans for L U LL IND. 8v 1z-diA/4 fl-41),i/.
aze in our plan review section for your review and comment. 30 qS JI'w7 /3
Please return this form to Dale Schoeonner with your signed comments and the date of
review. If you have any concems with these plans, please so indicate on this form and notify and
resolve these issues with the affected parties. If you aze requesting that issuance of the building
permit be held, please fill out the proper "hold" request form.
Comments: Gen c/ /j2, ?i 67 : i,.>p ? D rddoa ?
Gor?n {?A1,o .7 Nfa--q t
iovf-r (!'-,142iS-/ i???a ?f2 7/ S',00
Indicate any fees that aze to be collected with the building permit:
AMOUNT
? Yes ? No
? Yes ? No
? Yes ? No
? Yes ? No
? Yes ? No
landscape security required
water quality dedication
pazk dedication
trail dedication
tree dedication
? Yes ? ?, )LZA L
S ?g ture
i; /3?'7
ZONING?
Y K`' G3\% G 917
I
Date
1S/FORMS-BLD/PLAN REVIEW/MIKE B
V l9? ?p t/G??? -?
l
PLEASE COMPLETE FOR ALL CONINIERCIAUINDUSTRIAL BUII,DINGS. ALSO COMPLETE
FOR APARTMENT BUILDINGS OR OTHER MLTI.TI-FAMII,Y BUILDINGS WHEN SEPARATE
PERMITS ARE NOT REQUIRED FOR EACH DWELLING UNTT.
DAT'E: `B - t 2-°r y CONTRACI' PRICE: $ 1cl. 8°? s. o v
NEW BUILDING
Is INTERIOR IMPROVEMENT
WORK DESCRIPTION: 4?.QSL C?..- l [) TU N4? a?_ Z"r'Sti
2
FEES
. ,V ,;;.``AQv ?'?r' ? , r
F' sE $ 1
RGReiwswR.ia'?iS:."r.:ix3)63
PROCESSED PIPING: $25.00
MINIMUM FEE:
STATESURCHARGE
TOTAL
STTE
+
$.50 FOR EACH $1,000 OF :q??;PM FEE.
$-±!-?-; ?g: 41 199. (15
"J
OWNER NAME: ?--?•.1.? 1L i+?2 c
TENANT NAME: (aMPxovEMErr[s oxt,Y)
INSTALLER: l.A-7 l+ U Rr L.
ADDRESS:? -9 q ?+e a. P. cll,
CTTY: STATE: ZIP CODE: 55 1 ZZ_
TELEPHONE #: 4 S Z-2 UcS
-? -°
SIGNATURE OF PERMITTEE CITY INSPECTOR
TELEPHONE #: S'A - 41 3 D O
1994 MECHANICAL PERMIT (COMMERCIAL)
CITY OF EAGAN
3830 PILOT KNOB RD
EAGAN MN 55122
(612) 6814675
?
L ? BL
I SUBD.
APPROVED BY: !P)
CITY USE ONLY r?
Q RECEIPT#:
K- / RECEIPT DATE:
,INSPECTOR
1998MECfit4NICAL PEitMIT (COMMEiC1AL)
CITY OF E*6AN
S$SO PILOT KNOB !iD
EAfiAN, MN 55122
(61E)6$1-4675
Please complete for: all commercialfindustrial buildings
multi-family buiidings when separate permits are not required for each dwelling unit
`S 1- 3
DATE: / /S / CONTRACT PRICE: 000
w u?iZIC TYPr.: ? I1r,W Cvi3ST'nJi,TION iivTEiuOR IIviP :GVE1viENT
- C, ) 2% Te^J DESCRIPTION OF WORK:
4>vG7,..b2K? 41/Z40, GjHS
FEES: 1% of contract price OR $25.00 minimum ee, whichever is greater.
Processed piping - $25.00
CONTRACT PRICE x 1% 0 )3 Q O o?
PROCESSED PIPING
PERMIT FEE
STATESURCHARGE
TOTAL
SITE ADDRESS:
Or'
?J
`??a ! 3 0 / o0
---
0 4S"
-)0- 3 91s
vnJ( zS
($.50 per $1,000 of oermit feE due on all permits.)
OWNER NAME: ? v L L. &v ?P/r?C/?7 PHONE #:
TENANT NAME (nvrnROVEMExTS oNLY):
INSTALLER:
55or. l/a;'?
ADDRESS: ?tL'2(!r, 6v 7?,E12 97PHONE #: G (7 ?
CLF1?R?? S%. PeuL STATE: ZIP: S 5106
v?
SIGNATURE OF PERMITTEE
MLT?'sOPOdV?Afl
????
?????
?OMW11VMon
T„r, c? ?
May 28, 1986
Mr. Dale Peterson
Building Inspector
City of Eagan
3830 Pilot Knob Road
Eagan, MN 55122
Dear Mr. Peterson:
This letter is to inform you that the Metropolitan Waste Control
Commission has made a SAC determination for the Lull Engineering
Buildings to be located at 3045 Highway 13 within the City of
Eagan.
It has been determined that 16 SAC Units should be assigned to
this development. This determination was made as follows:
SAC Units
•
Charges•
MainBuilding
Office
17380 Sq. Ft. @ 2400 Sq. Ft./SAC Unit 7.24
Assembly
52240 Sq. Ft. @ 7000 Sq. Ft./SAC Unit 7.46
Total Main Building: 14.70 or 15
Welding Building
Welding
4500 Sq. Ft. @ 7000 Sq. Ft./SAC Unit 0.64 or 1
If you have any questions, please call.
3'r rely ?
Donald S. Bluhm
Staff Engineer
DSB:RWJ:blm
cc: S. Selby, MWCC
C. M. Wright, Lull Engineering Co.
Metro Square Building, Saint Paul, Minnesota 55101 612-222-8423
L OFFICE USE ONLY
? pg L a? ?,j RECEIPT#: ID C/
' SUBD. RECEIPT DATE: S SF
1997 PLUMBING PERMIT (COMMERCIAL)
cirr oF enoAN
3830 PILOT KN08 RD
EAGAN, MN 55122
(612) 661 -4676
Please wmpkte Tor: . all commerciaVindustrial buildinga.
• muki-iamlly buildings when 9eparate pertnits are tQj required for eech dweliing und.
• badcNOw preventar to be instalbd in commercial areas or residential boubvaMs
DATE: y-aa- 9? WORK TYPE: x New Const. _ Add-0n _ Repair
DESCRIPTION OF WORK:
IS WA7ER METER REQUIRED? X Yes _ No. ARE FLUSHOMETERS TO BE INSTALLED? _ Yes -k No
UNDERGROUND SPRINKLER 3YSTEM
iNSTALLING METER7 _ Yes _ No. NEW SERVICE7 _ Yes _ No WATER FLOW: GPM.
Pressure Reducing Valve mey be repuired H installing new service • contact Cilys Engineering Department at 881-4646.
FAILURE TO PROVIDE THE ABOVE INFORMATION WILL RESULT IN A DELAY OF METER ISSUANCE
FEES
Minimum fee ol $25.00 or 1°h of wntrect price, whichever is greater. Minimum SWte Surcharge oi $.50 due on all pertnits.
o?) ? z 1°,6 = /Oa• q?Yt . $O = $ /,p? 10.2.97
CONTRACTPRICE: $ 20, ?'/
COMPLETE THIS AREA ONLY IF INSTALLING UNOERGROUND SPRINKLER SYSTEM
&4CKFLOW PREVENTER FEE $ 25.00 = $
WATER PERMIT (new service only) 50.00 = $
WAC (new service onfy - per cannection) 780.00 = $
WATER TREATMENT (new service only - per connection) 420.00 = $
CITY INSTALLED TAP 300.00 = $
METER: t" = $185.00, 2" TURBO = $846.00 = $
PERMIT FEE
FlGl1RE SURCHARGE AT 60 CENTS FOR EVERV $1,000 OF pERM1T FEE DUE STATE SURCHARGE
TOTAL
a ?/d3 ??
I lieieby acknowledge that I have read thia aDPlicalion, 6tale Mat the inMrtnation is correct, end agree to compy with all applicable City ot Eagan oWinances.
tt is tAe applicanYa responaibility to notHy the propeky ovmer Met the Cily of Eepan assumes no liabiilry Por eny Camapes caused by the City during its nortnal
oparational and maintenance activitiesJ lto the facilkies constructed under thb permk within Cily property/righta}-way/easement.
SITE ADDRESS:
TENANr wune: .( UL L .r.cJl?cCS7?,?iF.s' sre. a:
ONRJER NAME
INSTALLER NAME: .L.D,j?E .Z?jC. 7ELEPHONE #:
STREETADDRESS:
cm: srnre: 1?4.J zia: S.S?37r
APPLICANTS SIGNATURE
OFFlCE USE ONLV • NEVERBE 81DE
OFFICE USE ONLY
PLUMBING PERMIT (COMMERCIAL)
METER SIZE
Domestic
Irrigation
UTILITY CaNNECTION (APPLIES TO NEW SERVICE ONLY)
$
r? ) /i
'?
Buiiding Inspector
w ?/Z'
Date
To determine meter size
• See if it is indicated on back of Building Inspections card
• Enter address in PIMS Screen 301 to obtain S8W permit #
• Check PIMS Screens 110 (Remarks)
• If gallons per minute are tess than 25, a 1" meter will be required. If gailons per minute are more than 25, a 2" turbo with
streiner will be required. This information is to be supplied by the designer of the system. Consult with Plumbing
Inspector ii Licensed Plumber does not know GPMs.
Check PIMS Screen 320 tor a oroval of inspection results. 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. Write
meter type and size on receipt, code to 3716-9220 (meter portion only), and forvvard copy to Utility Billing Clerk.
Enter meter size, type, receipt #, date & amount paid on PIMS Screen 110. Copy of receipt should be given to Utility Billing
Clerk.
Miseellaneous Infortnation
The instalier is to cordact Building 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 tum-on.
If ineter is over 5/6, cali Public Works and let them know so they can tell you if they have one in stxk before plumber goes
overthere.
Em _ Yes _ No
U"Z CITY USE ONLY
L :"P&
suso. ,^ k 9
RECEIPT#. ? / q`55
RECEIPT DATE: °?s/'q f-I
1997 MECHANICAL PERMIT (COMMERCIAL)
cin oF eacaN
3830 PILOT KNOB RD
EAGAN, MN 55722
(672) 681-4675
Please complete for: ? all commerciaVindustrial huildings.
? multi-family buildings when separate permits are not required for each dwelling
unit.
DA i E: 7/ f B CONTRACT PRICE: JJr. OQO oG
WORK TYPE: NEW CONSTRUCTION ? INTERIOR IMPROVEMENT
DESCRIPTION OF WORK: 0 1
FEES: ?$25.00 minimum fee or 1% of contract price, whichever is greater.
? Processed piping - $25.00
? State surcharge of $.50 per $1,000 of oe rmit fee due on all permits.
CONTRACT PRICE x 1%
PROCESSED PIPING
STATE SURCHARGE
TOTAL
tv-0 o--
50
?
#15 ps0'
SITE ADDRESS: 2i 0 4y
OWNER NAME: tIv l.L. r,001P,l.N7 TELEPHONE
TENANT NAME: (iMaROVEMENTS oNLY)
INSTALLER:
ADDRESS:
CITY: 5 7. kJL STATE:ge ZIP: -5-S-/'0 Q
PHONE #: 48 S-a ZT1
SIGNATURE: ? „iV
SIGNATURE OF PERMITTEE CITY INSPECTOR
Lot ,
Plat
Blk PID # 10-00900-010-26 SewerNvater permit #
Date Receipt #
CITY OF EAGAN
1995 SEWER & WATER CONNECTION CHARGES
EXISTING COMMERCIAL PROPERTY 1 z,,,, , ) r,., G, 1?,,, PC? y??
3z'.4µ
? I LAv
Sewer connection
SAC ($9 unit)
Date previ ly
Receipt #
Sewer permit and
Subtotal
Tap
Tap
Total
Sewer & water connection charges
SAC ($95 it)
Date previous ic
Treatment plant ($37,g
Sewer & water permit
Subtotal
Tap(s)
Receipt
unit) -.10?
100•5d
The number of SAC units is determined by the Metropolifan Counci! Wastewater Services.
A plumbing permit is also required. It will be issued only to a plumber licensed wifh the City or to the
building owner if he is actually doing the work.
OFFICE USE ONLY
Property owner LULL ENGINEERING (BILL SHARPE)
Address
Phone no
3045 HWY 13
454-4300
g? wA7ErzF^Ai+i
Water connection charges
Treatment plant ($372/SAC unit)
Water permit & surcharge
50.50 Subtotal
PRV No-
No. of taps _lVz>
Rahr./ btn-Al- c.9: t?
Assessments y6 66 9-
Plumber Waiver y -o S
SPECIAL ASSESSMENT SEARCH SUMMARY
AS OF: 03/01/1995
PROPERTY ID: 10-00900-010-26
S/Af ASSESSMENT DESCRIPT. YEAR TM RATE
100040 SAN SW TRK 1967 30 6.0000
100344 WATER AREA 1976 15 8.0000
101161 SAN SEW LAT 1986 10 9.0000
------ SUMMARY OF LEVIED
****** 1995 P&I CERTIFIED
------ SUMMARY OF DEFERRED
------ Si7MMARY-OF PENDING
------ SUMMARY OF CLOSED
TOTAL ANN.PRIN. PAYOFF CD
3314.50 110.48 221.06
15709.60 0.00 0.00 CL
20233.50 2023.35 2023.35
23548.00 2133.83 2244.41
2517.94
0.00 0.00 0.00
0.00 0.00 0.00
15709.60
Press ENTER; or F1, F4, F5, F7, F8
3oqs 4wY, ?3
city of eagan
MEMO
TO: PEGGY REICHERT, COMMUNITY DEVELOPMENT DIRECTOR
FROM: JOHN WINGARD, DEVELOPMENT/DESIGN ENGINEER
DATE: JUNE 1, 1994
SUBJECT: LULL ENGINEERING COMPANY
REVIEW OF SITE
I have reviewed the Lull Engineering Company site located in the northwest corner of
Meadovwiew Road and STH No. 13. The review comments would apply to a new
development. Unless otherwise directed by Ciry Council, these standards have applied
to businesses seeking a major corporate expansion or redevelopment.
The following list is our review comments that would allow Lull to comply with our new
development standards:
1. Plat the property. (See attached haif-section map of this site.)
2. Provide easements for storm sewer line across nortfi edge of site.
3. Storm sewer line that outlets onto Lull property and has been a serious erosion
problem needs to be extended across the north edge of the site. (See attached
pictures.) The extension of this storm sewer line should be done as a public
improvement project.
4. Upgrade the parking lot to a bituminous surface with concrete curb and gutter.
Add storm sewer to drain parking lots.
5. Construct water mains and hydrants to improve fire protection to the site.
Currently, the water main and hydrants only exist along Meadowview Road. (See
attached contour map that shows locations of existing utilities in the area.)
6. The Luli site is not hooked up to City water. They are being served by sanitary
sewer from the existing 36" line on Highway 13.
7. Improve signage on the site.
8. Provide storage structures to elimninate outdoor storage.
I would be happy to meet with you to discuss any issues you have about this site.
evelopment/Desig Engineer
JPW/11
cc: Tom Colbert, Director of Public Works
Mike Foertsch, Assistant City Engineer
Attachments: Half-Section Map
Pictures
Contour Map
CITY OF EAGAiV
APPLICATION FOR PERMIT
SEWER AND/OR WATER CONNECTION
D10TF: PAYMFpIP OF FEE AT 1'IIM pg
APPI.iCATION DOES WT CODb'PIISIIE
APPROVAL OF PERPIIT.
INSPF]GTION OF SESM ANID/CH2 WAI12
TTR'TAT.iATTON$ F]IM NO'r B.''•'SCBE?
= vrrrII. PEP-MIT aAS BM .
APPROVFn.
-**.**?*********.k****:#**?*.:*#*,
P ease Print
? 1) pROPERTY ADDRESS: 3045 HIGHWAY 13 •-
LEGAL DESCRIPTION:
. Lot Block Subdivision or Tax Parce ID )
IP E:?2STING S1RL'CMME, DATE OF ORIGINAL BUZLpINv pERMIT ISSL'ANCE:
? -
PRESENT ZONING/pROPOSID L'SE: {M?n ear
rik CONP7EEtC2AL/REPAIL/OFFICE
IbIDC'STRIAL,
[] INSTITIPPIONAL/GOVII2NMENT
2) ?
NAME:
ADDRESS:
CITY. STATE, ZIP:
PHONE:
LULL ENGINEERING
3045 HIGHWAY 13
EAGAN, MN 55122
s) ¦ueu„i:?g
NAME:
tANICAL
ADDRESS: 3600 KEiJNEuEC DR14E, EAGAN, MiNN.55122
CITY. STATE, ZIP: _PHONE: MASTER LICENSE# 001445M2
4) •• •.,A
_ ADDRESS:
CITY, S'1'ATE, ZIP:
PHONE:
LTJL:." EyGINEERID"1G
ACt].V2 .. .
FxP1TEd
Not recOrded
Staff t1a1
'S) ° "• '?• :? •a?
7?
CONNEC.TION T0 CITY SEWII2 ? CpNNFCTION TO CITY WATER a prnM . .
6) ° • •?' ? PLF,ASE HOLD APPROVID PERMIT FC)R PICK-OP BY ONE OF AB(}E
? PLEASE MAIL APPROVID PEE2MIT TO 1, 2¢, pBOVE
(Circ e one)
R-1 S2NGLE FAMILY
? R-2 DLPLEX (Zt.o Lnits)
? R-3 7UWNHOLISE (Three + Units) ( pnyts)
R-4 APARTP'a7'i'/COhIDbMID1I0M ( Units)
%3;
FOR CITY USE ONLY
P RMIT SSUED
<rec
-
Q6 5116 e (,o
Pd w/Bldg. Permit FEES:
$ $ 5 U SEWER PERMIT (INCLUDE SURCHARGE)
$ $ WATER PERMIT (INCLUDE SURCHARGE)
$ $ WATER METER/COPPERHORN/OOTSIDE READER
$ $ WATER TAP (INCLC'DE CORPORATION STOP)
$ $ SEWER TAP
$ $ ACCOUNT DEPOSIT - SEWSR
$ $ ACCOONT DEPOSIT - WATER
$ $ WAC
$ 2-60•!7!J $ SAC
$ $ TR[JNK WATER ASSESSMENT
$ $ TRLNK SEWER ASSESSMENT
$ $ • LATERAL BENEFIT/TRONK SEWER
$ $ LATERAL BENEFIT/TRUNK WATER
$ $ WATER TREATMENT PLANT SLRCHARGE
$ $ OTHER:
$ zz) o $ TOTAL
ys
?
RECEIPT # ' .-
----
^RECEIPT # -
DOES UTILITY CONNEC TION REQLIRE EXCA VATION IN PDBLIC RIGHT OF WAY?
Q YES IF YES, THEN A" PERMIT FOR WORK WITHIN PUBLIC
Q
NO ROADWAY" MLST BE
DIVISION
LIS ISSUED BY THE E[VGINEERING
.
T AS A CONDITION.
SL'BJECT TO THE FOLLOWIIVG CbNDITIONS:
APPROVED BY:
TITLE:
DATE :
. -A
lflCONTRACTOR'S MATERIAL & TEST CERTIFICATE
PARTS A b C- SPRINKLEfi & WATER SPFAV ABOVEGROUND PIPING (Fill Out Seperate Certificate For Each Riser),
FROCEDURE .
UPON COMPLETION OF WORK, INSPECTION ANU TE5T5 SHALL BE MADE 8V THE CONTRACTOR'S REPRESENTATIVE AND WITNESSED BV
AN OWNER'S REPRESENTATIVE. ALL DEFECTS SHALL BE CORRECTED AND SVSTEM LEFT IN SERVICE BEFORE CONTRACTOR'S MEN
FINAILV IEAVE THE JOB.
A CERTIFICATE SHALL BE FILLEO OVT AND SIGNEO 8V BOTM REPRESENTATIVES. COPIES SHALI BE PREPAREO FOR APCROVING
AVTHORITIES, OWNERS ANO CONTRACTOR. IT IS UNOEFSTOOD THE OWNER'S REPRESENTATIVE'S SIGNATURE IN NO WAY PREJ-
UDICES ANV CLAIM AGAINST CONTRACTOR FOR FAULTV MATERIAL, POOP WORKMANSHIP, Oq FAILURE TO COMPLY WITH AP-
PROVING AVTHORITY'S REQUIREMENTS OR LOCAL OHOINANCES. .
PROPERTY NAME DATE
Lull Corporation 10-27-89
PROPERTY ADORE55
3045 Highway 13, Savage, Minnesota 55121
ACCEPTED BV APPROVING AUTHORITV('S) NAMES
City of Eagan
AODRE55
PLANS 3830 Pilot'Knob Road, Eagan, Minnesota 55121
INSTALLATION CONFORMS TO ACCEVTED vLANS: YES NO ?
EQUIPMENT USED IS ACPROVED YES NO ?
IF NO, STATE DEVIATIONS
HAS PERSON IN CHARGE OF FIRE EQUIPMENT BEEN INSTRUCTED A$ TO LOCATION
OF CONTROL VALVES ANO CARE OF THIS NEW EQUIPMENT? YES I? NO ?
IF VES, GIVE NAME IF NO, ExPLA1N,
INSTRUC.
TIONS HAVE COPIES OF APPROPRIATE INSTRUCTIONS AND CARE AND MAINTENANCE .
CHARTS AND NFPA 13A BEEN LEFT ON PREMISES? YES IX NO ?
IF VES, GIVE NAME. IF NO, E%PLAIN.
HVOROSTATIC: NyArostatlC tssts Sllall be mLtla at not less thdn 200 PSI (13.8 bar3) for tw0 haufS Or SO P51 J3.4 bars)
a0ove stati< prassure in excefs ot 150 P51 (10.3 Wrf). Differentlal Ery-pl0e valve cla00ers Shall be Isft oDen Gurln9 test to
TEST Oravsnt Eama90. All abwegrOUntl DiGinq Imkaqe Stull bs stopplG.
DESCR IP-
TION PNEUMATIC: EstaDllsn 40 PSI (2.8 bars) alr prossure anE measurs tlro0 "/nlch sM1all not extela 114 PSI (0.1 bars) in 34
nOUrs Test D/<ssure pnkf at normal water level anE air Oressufs an0 meaSUfR alr Pressura Orop whiCh shall not OxteeO 14e
PSI (0.1 bars) in 24 nours.
TESTS HVOROSTATIC: ALL PIPING.
RE?UIRED PNEVMATIC: DRV PIPING ORAIN
EQUIPMENT OPERATION: ALL. . ,
SERVES BlDGS: ,
LOCATION I,
I
MAKE MODEL 512E QUANTITV TEMPERATVRE RATING
SPRINKLERS Vikin Micromatic 1 °
OH
SPRAV
N02ZLE5
I
NFP
MATERIAL AND KINO CONFORMS TO
STANOARD
PIPE ANO IF NONE, EXPLAIN
FITTINGS "
A L A R M D E V I C E MAXIMUM.TIME TO OGERATE THROUGH TEST VIPE
ALARM VALVE TYPE MAKE MOOEL MIN. SEC:
oa FLow
Vane
Notifi
WFD
INDICATOR er
594Z
A-- .
OPERATING TEST RESUlTS?
TIME TO TqIV TIP TIME WATER ALARM
MAKE MOOEL SER. THqOUGN TEST PIVE WATER AIN ppINT REACHED OPERATED
DRV NO WITNOUT WITH VqE55. ORE55. AIq TEST pROVENLY
O. O. D. A. O. D. PRE55. OUTLET
PIPE MIN. SEC. MIN. SEC. P.S.I. P.5.1. P.S.I. MIN. SEC. YES NO
VALVES
IF NO, EXPL.41N
OPERATION PNEUMATIC ? EI.ECTqIC ? MVGRAULIC ?
vIPING SVPERVISED: YES ? NO ? OETECTINO MEDIA SUPEPVISEO: YES ? NO ?
DOES VALVE OvERATE FROM TME MANUqL TiiIP AND/OR REMOTE CONTROlSTATIONS? YES O NO ?
DELUGE
& IS THENE AN ACCESSIBLE FACILITY IN EACM CiRCVIT FO(t TESTIN6} YES ? NO ?
IF NO, EXPLAIN
' PREACTION
VALVES Don Ea<n prcuit Oprata Doas eeeh Circuit OPerata Maximum Time To
MAKE MOOEL $u rvision lost Alarm7 Valve Relesse? O rate Relwse:
vES. NO YES NO MIN. SEC.
200
2
? pgI FON
HOURS
ALL PIPING HVDqOSTATICALLV TESTED AT
OfiY VIPINC PNEUMATICALLY TESTED: YES ? NO ?
I EQUIPMENT OPERATES PROPERLV: YES ? NO ?
TESTS IF NO, STATE REASON
ONAIN TEST: REAOINGOF OAGE LOCATED RESIOUAL PRESSURE WITN VAWE IN
- NEAR WATER SUPPLV TEST VIPE? TEST PIVE OPEN WIDE
STATIC PRESSUiiE P51 PSI '
NVMBER USED LOCATIONS NUMBER NEMOVED
7EST BUINKS None '
WELDED PIPING YES 61 NO ?
IF VES...
DO YOV CE(3TIFV AS TME SPAINKLER CONTRACTOft THAT WELOINf3 PROCEDURES COMPLV V?7M TNE HE(iUIRE-
MENTS OF AWS 010.9, LEVEL AR•3? YES (b NO ?
WELDING 00 YOU CEfiTIFV THAT THE WELDING WAS VERFORMEO BV WELOERS OUALIFIED IN COMV?IANCE WI7N THE
REQVIREMENT$ OF AWS D30.9, LEVEI AR-3? YES l? NO ?
DO YOU CERTIFV TMAT wELDING wA5 CARHIED OUT IN COMVLIANCE WITM A DOCUMENTED GVAIITV CON-
TROL PROCEDURE TO INSURE THAT AlL OISCS ARE RETRIEVEO, TMAT OPENINGS IN PIPIN6 ARE SMOOTH,
THAT SLAG ANO OTHEN WEIDING ftE51DUE ARE REMOVED. AND TMAT TME INTERNA OIAMETERS OF
PIGING ARE NOT PENETRATEDi YES ? NO ?
DATE IEFT IN SERVICE WITH ALL CONTitOI VALVES OPEN: ,
REMARKS
NAME OF SVRINKLEQ CONTRACTOR
CARLSON AUTOMATIC FIRE PROTECTION COMPANY
FOR PROP RTV OwNER (SIGNED TITLE
SIGNATURES
?'` C"
' FOR SPRINKLER CONT CTf?R(SIGNED)
DATE
TE5T5 wITNESSED BV TLE
AODITIONAL E%PLANATIO ANO NOTES
i
i
i
i
i
oF eagan
3795 PILOT KNOB ROAD. P,O. BOX 21799 BEn BLOM9UiSi
EAGAN, MINNESOTA 55127 biav«
PHONE: (612) 454-8100 THOMAS EGAN
JAME$ A. $MIiH
JERRY iHpMAS
THEODORE WACHTER
Council Mambers
October 24, 1983 THOMASHEDGES
Ciry AtlminsVata
EUGENE VAN OvERBEKE
City Cler4
Lull Engineering Co., Inc.
3045 Highway 13
Eagan, MN 55121
Attention: Mr. Nord
Dear Mr. Nord:
On October 19, 1983 I made a general inspection of your new addition and
found your company in violation of Minnesota Statute 326.40. Please contact
me on this matter as your master plumber must be licensed with the State of
Minnesota and also with the City of Eagan.
S in r
i
?
William Adams
Plumbing Inspector
CC: Tom Hedges, City Administrator
! Parcel File - 10-00900-010-26
Kevin Eide, City Attorney's Office
WA/bar
THE LONE OAK TREE. ..THE SVMBOL OF STRENGTH AND GROWfH IN OUR COMMUNITY
? lo ooqov o/o Z6
. ;,
BUTLER
?
Butler Maitufacturang Cornpnny
7400 Easf 13th Street
Kansas City, Missouri 64126-2394
Phone:(8l6)968-6300
August 18, 19$6
Jim Andersan
Anderson-Knutson Canstruction Co.
4640 West 77th St., Suite 275
Minneapolis, MN 55435
Lull Engineering
BMC Order No. 03-043016-1
Builder Order No. 630
Tv Ldhom It May Concern:
Please accept this letter as our certification that we furnished
the roofin9 material includin9 panels, purlins and fastener= for
a UL Class 90 raof as descri6ed in Constructian No. 62A for the
above building.
Attached is a copy of the UL Buildin9 Materials Directory page that
gives a description of Construction Na. 62p for a UL Class 90 roof
using an MR-24 roof.
The roof material furnished by us for 2his arder is marked by UL
label on carton and is the same material as that tested bv UL and
descri6ed under Constructian Nv. 62A.
Cordi lly yours,
i ??? •// "?
Steven W. Boeck
Designer
Central Region
SWB:hk
Attachment
cc: Order File
Consttuetion Na 82A
{ MAad Uplift-Claa 90 fin Not Imniaei9eted
m p
?--
?? ?-?---;
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,
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a mw? tYMa End taps te xeur OwI purlina w:th pgneN orON+00N 3 iA min. Lap 0o9ir.s
&ppreY?tNy ~ ..iM d+o T ounN. wnb snd eauMS am$s oudin mo fIan9*. On me wu
purlin, lM Ia0 apMs aPV?mifflattW Mn with me hu»r M9e of t0O unslaoSA sectien of Ne
tep Mnpe NA uunM aetoas tlw umbpW feetwr. A beb M waunt mw 0o uaM a[ tht
wnN .na ana w. iao.
2 Rwf Oeck hstemn'iftnN dimFNe 13 MSG min. GOtlW tnN with MM Na 24 MSG nlim
CORW aqU tlAL MNqM t0 M 2% in wMn uN0 witti0ut fpaCN ObGka PtoT !h Of 9Yw M.
wlun wM with s7?r Obeb. u"0 n PonN tiGe lama
'k ROe} Qftk fYtMM'?$CfWif?SCf?N w WflId rwin t1'M. For iAsCMnO OinN dl0f [O -CN
a'ZN' hAlnc'/• In.-12 M 1 in WHa0oin9 WnW uwl saaws lSe?8e014 Pibt Mln ta
G N. M. OIametN. One haeewf per eNO ro a us" BIhM riwt ryM /asanna (IeU-NiwW
spap! 12 in. O.C. m w ww te aaaen Builainq Unm ptan 81 ee slim tuefnp enannNt.
tuUw Monufeetwirp Cs SCnu8e1t+
lo4NwNs
0. Rutfrwry5erwn. Na Sho.nF-Fatenva lar omchin9 pand cllOf to awn wsh, joiua navinq
0 minielwnl tMKknNf M 0.173 in. f'L IM u00or ChoA 10 De wNaf No. Y 14 aNfdriliiny
by.1NumA plnW me1 wows or Ne. Y 14 "IH409in0 MaAifmA. OIevA snN fuowl. P110t
holn.to be N. in Giamom.
- ' 4. (nwbsleM(Opllenap--Anry eanMesuGe Ei+ntH insulatbn 6 in. mn SnickMn eNan Gam,
p M n yYMaiw. iMt WOilfenN imu4 'Mn?fMO n0t M unCw?ichM GMeen tM 0 ltsn tq ? al
tM arrLM an0 fM me4 reef Aeck Oom1a in a k wi0?
4A ImWa+brr-fwmN vu.ue•?oor.on•i. iroe .newnl -?uota +vw. Suaou?
et ??a '"p u? w?axy? n1: w? i?ti Buts: ? :.?ae. e?r nw. r w«.un ..?imw ?
en..w« e.bw eaa nh* tra. rf eoo a n sio
S. p?p, 1f 0 S° ? min t p? O? GnMmin I I65.000 Od min? nnnO?C et, ieM?fmum TyyO M
eparowes wN jasn.
s. So.en eieek--(Na u..a ..nn r+oie uuwaaon, nem u,) -u+.e ow. Win an.«n o.w
aia av er =r% w?im mkc ear.n*.n• vl.sUe re,n,.
7. SONCts Plate 4senNY--1Nat shewnf.llsed ai PoMI end bM: 3 W=1 us. W N0. 18 MS6
min Oauye ¢eatW MuLL Fow •/, in..20 Dy •/. In. IowO msehine senw nuds wNOW te tM
. p4u. MnN an0 w" an too of en0 uvo" Pansh u W ty. W]] bY 0.100 in. inin miek.
- mp NrminYm leff"d w tlr Oaml ceM9utaUen anA with Ostu9m+M ler wmr rvnoft.
Flan" mro sn u.M with m"Aine tenwt.
S. swwft unw•-TnnsluanR plam fiDv niMercW 0?eaW OaMb. n+7eenotS V. M. /omrd
te tM YeN wnflpwnNM aa metal OonsN. Ponsla cmjinuous awr iwe f0om To bt uaW with
Mm S. T1w unW mq wmiat at a Sinqle OaMI er o( on uoMr ma lo?wr skln whn,aM apOn
'n isethossiolutlw Manufaetuein9 Cs M0.I4 PSM•LU
0. qdnlerofnp Clnrowl?-114 in. Iays. 15/6 M. wel. 401/2 m. lony Na 10 MSC min p0990
wusw m.i.
to. In.ul. Pa NNa i.n n«-u.. ? nM iov a, i dy, tie ? Be .o ae "i,.d ?t m?o oi60 n. d,kk ew W
qNL
pAIH t0 Gomql infermnfan. ReM Dwk Consuuctien 18ulidinp Mnerisb OtreetoM. fer hems
not w+7unel.
'BNri/q Ne UL CIatsNftaWn MaAinp
.
BC/TLER
?
Butler Manufacturing Cornpany
7400 East 13kh Street
Kansas City, Missourr 64126-2394
Phone: (816) 968-6300
August 18, 1986
Jim Anderson
Anderson-Knutson Conatruction Ca.
4640 West 77th Street} 8uixe 275
Minneapalis, MN 55435
100x188x16 MRST 1f2:12
Lull En9ineering
St. Paul, Minnesoca
BMC Order 03-043016-1
Builder Order 630
To Whom It May Concern:
Please accept this letter as our certification thax the Butler
components of the subject building are designed in accordance with
the 1978 editian of the American Institute of Steel Construction
(AISC) and the 1980 edition of the American Iron and Steel Institute
(AI3I) design specifications.
The building is designed to carry a basic roof snow laad of 40 psf.
The building is designed for a 6asic wind load of 80 mph, Exposure B
applied in accordance with the 1982 edition of the "Uniform Building
Code".
Load combinations are dead plus live, dead plus wind, dead plus 1/2
live plus wind, dead plus live plus 1/2 wind.
These standard Butler components, when Froperly erected an an adequate
foundation in accordance with the erection drawings as supplied, and
using the components as furnished, will meet the above loading
requirements without exceeding tha allowahle working stress.
This certificatian daes not cover field modifications or the design of
materials not furnished by Butler Manufacturing Company.
Cordially yaurs?
4 im Gv"? (,Aih, 14747)
S
David A. Faust, P.E.
Engineerin9 Services Manager
Central Region
DAF:hk
cc: S W Boeck
Order File
.
, 14
ANDERSON-f(NIJTSON
CONSTRUCTION CO.
WAREHOUSE ADDITION
LULL ENGINEERING COMPANY
3045 HIGHWAY 13
HEAT LOSS CALCULATIONS
AREA
Walls (R13)
Roof (R20)
Floor
Overhead Drs.
Personnel Drs.
Block Wall
Ventilation
LOSS (BTU's)
31,535
78,121
56,400
19,112
1,600
73,440
170,640
430,848
The above at a max of -19°outside to + 60° inside.
4640 WEST 77TH STREET • SUITE 275 • MINNEAPOLIS, MINNESOTA 55435 •(612) 835-5000
6UTLER
BUILDEH
1, -0
Minnesota Pollution Control Agency
December 15, 1995
Mr. Bill Sharpe
Lull Industries Inc.
3()y5'3i46 Highway 13
Eagan, Minnesota 55122
S
RE: Petroleum Storage Tank Release Investigation and Corzective Actioa
Site: Lull Industries Inc., 3145 Highway 13, Eagan
Site ID#: LEAK00009026
Dear Mr. Sharpe:
Notice of Release
The Minnesota Pollution Control Agency (MPCA) has received notification that a release of
petroleum has occurred from storage tank facilities which you own and/or operate that has
resulted in contamination of soil and/or ground water.
Legal Obligations
Federal and state laws require that persons legally responsible for storage tank releases notify the
MPCA of the release, investigate the extent of the release and take actions needed to ensure that
the release is cleaned up. A person is considered legally responsible for a tank release if the
person owned or operated the tank either during or after the release, unless specifically exempted
under the law. See Minn. Stat. § 115C.021 (1992). If you believe that you are not legally
responsible for this storage tank release, please submit a written explanation of your position to
the MPCA within 30 days.
If you are not legally responsible for the release, but hold legal or equitable title to the property
where the release occurred, you may volunteer to take corrective action. Responsible persons
and volunteers who take corrective action may be eligible for reimbursement for a major portion
of the costs of corrective action. The legislature has established the Peeroleum Tank Release
Cleanup Account to reimburse responsible persons and volunteers. The account is administered
by the Petro Board which is part of the Minnesota Department of Commerce. Final decisions
regarding the amount of reimbursement are inade by the Petro Board. All questions about
eligibility and reimbursement should be directed to the Petro Board at 612/297-I 119 or
612/297-4203.
"1'DD (for hearins and speech impairtd only): (612)282-5332
PriMed an recycled pnper corn«inbig nr lenst 10%fibers frour paper mcyded by corssumecs
520 Lafaye3e Rd.t St. Paul, PAN 55155-4194; (612) 296-6300; Reyionai Ofifces: Duluth • Brainerd • Detroit Lakes • Marsnall • Rochester
Fn,ia? f)nn?Hn.?q., 1c;0nv.=, .. r,ob,intl nn Pqr,vcl?A Paner
` .?
Mr. Bill Sharpe
Page 2
December 15, 1995
Request to Take Corrective Action
The MPCA staff is requesting you to take the steps necessary to iirvestigate and clean up the
release in accordance with the enclosed MPCA fact sheets. The MPCA requires that you
conduct a site investigation to define the full extent and magnitude of the soil and/or ground
water containination caused by the release. A report which details the results of the investigation
or concludes that excavation was sufficient to address the release for cleanup (Excavation Report
and/or Remedial Investigation/Corrective Ac;ion Design (RI/CAD)) r.iust be submitted to this
office within 10 months of the date of this letter. Please refer to MPCA fact sheets for
infarmation pertaining to the degree of investigative work necessary at petroleum release sites.
Sites with free product, drinking water supply impacts, fire or explosion hazards, or ground water
impacts which pose a significant threat to public health or the environment, aze considered high
priority for staff review. If one or more of these situations apply to your site, an RI/CAD report
must be submitted within 90 days. In addition, if you know or discover that there is free-floating
petroleum in a well, excavation, or borehole, you must notify the MPCA witUin 24 hours and
IMMEDIATELY begin interim free product recovery.
If you have not already done so, the MPCA recommends that you hire a qualified consulting firm
registered with the Petro Boazd that has experience in conducting petroleum release site
investigations and in proposing and implementing appropriate conective actions. A list of
registered contractors and consultants is available from the Minnesota Department of Commerce.
The MPCA reserves the right to reject proposed corrective actions if the requirements of the site
investigation have not been fulfilled. Please note that, under Minn. Rules pt. 2890.0075, subp. 2,
you must solicit a minimum of two competitive proposals on a form prescribed by the Petro
Board to ensure that the consulting costs are reasonabie. Questions about bidding requirements
should be directed to Petro Board staf£
Required Response
MPCA staff requests a written or verbal response to this letter within 30 days. In your response,
please tel] us whether you intend to comply with the above requirements. If you do not respond
witliin this time frame, the MPCA staff will assume that you do not intend to comply, in which
case the MPCA Commissioner may order you to take corrective action. If you do not comply
with the Commissioner's order, it may be enforced in court or, altematively, the MPCA could use
state funds to clean up the release and then request the Attorney General to recover its costs from
you through legal action. Failure to cooperate with the MPCA in,a timely manner will also result
in reduced reimbursement from the Petro Board. See Minn. Rules pt. 2890.0065, suUp. 1,
item C.
l
Mr. Bill Sharpe
Page 3
December 15, 1995
The enclosed fact sheets will provide you with the information necessazy to complete a
successful investigation and cleanup.
If you have any questions concerning this letter or need additional information, please contact me
at 612/297-8591. Please reference the above LEAK # in all correspondence.
Sincerely,
Cathy Malave
Project Manager
Cleanup Unit I
Tanks and Emergency Response Section
CM:vs
Enclosures
ca Gene Van Overbeke, City Clerk, Eagan
Dale Nelson, Fire Chief, Eagan
Lynn Thompson, Dakota County Solid Waste Officer
oF
3795 PILOT KNOB ROAD, P.O. BOX 21199 . BEA eLOM9UiSi
EAGAN, MINNESOTA 55127 Mava
PHONE: (612) 454$100 THOMAS EGAN
JAMES A- SMIiH
JERRV iHOMAS
THEODORE WACHTER
CouricJ MemUers
July 13
1983
, THOMASHEDGES
' Clly Atlrtvnistmbr
EUGENE VAN OVERBEKE
City Clerk
Lull Engineering Co., Inc.
3045 Highway 13
Eagan, MN 55121
Attention: Mr. Nord
Re: Building Permit Application
Dear Sir:
In reviewing your permit application, I find that additional information is
required to complete the processing by staff. Information needed: 1) a site
plan that includes grading and drainage data; 2) a site plan defining parking
and manuvering areas with concrete curbs and hard surfaces; 3) more complete
architectural and structural plans; 4) contractor's license as previously
noted.
I am enclosing the applicable portions
designing the additions. Feel free to
need further assistance.
of the City Code to assist you in
contact me or the copied staff if you
Dale S. Peterson
Chief Building Official
CC: Dale Runkle, City Planner
Tom Colbert, Director of Public Works
Parcel File - 10 00900 010 26
DSP/bar
THE LONE OAK TREE. .. THE SVMBOL OF STRENGTH AND GROWTH IN OUR COMMUNIN
1
?
i
s
.1 .
4f.
T?e minimum twenty (20) Eoot wide yard
abutlin9 the publlc`right-of-uay shall be landscaped and
? said landscaping shall be separated from the usable portion
of the lot by a curb. Said twenty (20) foot landscaped yard
shall also be pcovided where such lot abuts a reeidentlal
lot.
?All of [he lot other than the porUon
, occupled by a buildingor landscape tieatment shall be
surfaced [o Coptrol•duae and drainage.
?.AM
„C:`T'%LOt shall 6e conatructed accocding [o a
gradlnq plan appcoved 6y the City Engineer. ' D. When such a lot ie adjacent to a lot
. located in the "A" District, a fence oE acceptable design
shall be ecectedyalong the property line.
?,Y!i8,,"'The outdoor lighting system for a sales
lot shall be'so designed that no direct source oE llght is
. vistble fiom the public riqTt-of-way ot adjacent land.
F. A site plan for the lot, showin9 ingress
- and egress, storage, parking, fencln9 and other necessary
, features, required to unders6and the opera[,ion shall be
Eiled Eor approval by the Council.
Subd. 18. Hours of Operation. Nours of operation
of any recail business, any restaurant oi any.motor fuel
station, shall be confined to the period between 7:00 A.M.
and 1:00 A.M., ezcept for those loca[ed two hundced (200)
feeG or more from any residential use and fconting on a
? major thoroughface or commereial seeviee coad unless o[her-
wise speclfically approved by the Council.
' SourCe: 'OxdinanCe No. 52
. Effective Dates 0-25-75
. Subd. 19. Additional Requirements', Exceptions and
Modlficattons. The cequirements and standards specffied
' heretoEOre in this Section shall be subject to the
following:
A. Heiqht Limita[ions. Nelght limitations
as set focth Sn "E" and "R" Dtstricts elsewhere in this
' Chapter may be irtcveased by fifty peccent (508) when applied
- to the following:
' Antenna - Rad1o or TV
" £lag Poles .
Source: No. 52 AmendmenY.
, Effective Date: 9-24-76 ,
B. Front Yard Varfance. In any "R° Dis-
trlct, wherever a plat[ed block or otherwise subdivided area
has dvelltngs Locatea on fifky percent (508) or more of the
parcels locaGed betueen two (2) steeete, ehe minimum
? 480 (1-1-83)
;sy
" ;
.
. 1.. ?
'
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4
(1
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,
N. Restaurants, Cafea, 8ars, Taverna, Night-
cluba. A[ least one (1) parking epace for each [hree (3)
seaes 6ased on capacity design.
v 0. Banks', savinge 6 Loan. nt leaet one (1)
parking apace for each two hundred and fiEty (250) aquare
Eeet of grosa Eloor area plue f(ve (5) s[acking apacea for
each drive-in wlndov.
P. OEfices. At least one (1) parking epace
for each one hundred flfty (150) aqua[e feet oE net leaeaDle
floor a[ea.
Q. Furnlture Store, Appllance Store, Whole- eale and Warehouee up to 6,000 Sguare eeet. At leaet one
(1) epace for eacA 900 squaoe feei of gross floor area.
R. Manufacturing, Fabricating or Processing
of a Product. Said packing reguirements ehall be determined
6y the Council vhen reviewing the site plan, and be based
upon prior experience.
9ubd 1+4? Off-Street Loading Areas.
?<'"l
A.° All l loading areas, fncluding maneuveting
area, shall be ofE-s[reet and shall be lo<ated on the eame
lot as the buildin9 or use to be aerved.
f.H.1-.LOading areas ahall no[ be permi[ted
along the ftontieide of a buildtng.
'0. Whe[e a loading area Faces a public
street, a minimum forty (40) foo[ wide landacaped yard,
lncluding berme, and vegeta[Son shall De provided and main-
talned along eaid puElic s[cee[.
D. WAere a loading area is proposed within
three hundred (300) feei of any xesidential dtstrict, a
condltional uae permi[ ahall be requfced. In issufng said
permlY, the Council sTall tind [hat eald loadin9 area sha11
be developed Sn a manner eo ae not to have a detrimen[al
eEEect upon the adjoining realdential area.
SuEd. 15. Landscaping.
?ax-?•?A:- An approved landscape plan shall be
xeguiied fo[".ell new commerciai, Lndustrfal and multlple
ieaidential'developmenta. Said landscape plan ehell include
the ai2e, locaCion, quantlty and speciee of all plant
matetials.
B. TAe Council may require a landscape bond
to insure tFat all plant matertals are planted and main-
tained for at least one (1) year.
??.p?:??'
5ubd.,,u1'?' 6."??public Address Syatems. Publle addrese
systems shall not be permitted in any dletrlct wh1eA can be
heacd on adjotning property unlesa specffically approved by
the Councll.
Subd.'p`11.( Open Salea Lots. Open salea lota ehall
be eubject [o the follorin9 standards:
,^?? 279 (1-1-83)
Subd. 27?'Commercial?and?industrial'?'lSite??Dev.elop-
r, f?e All of the "Site Design and Development Procedures"
?provided ir?jr5utid,tvision 24jm Subparagraph H,}of this section
? pertaining to'"'landscaping, drainage, curbs, walkways, sur-
facing, burying utilities, trash incinerators and garbage,
lighting, natural features, public safety and existing and
proposed contours shall also be zequired for any development
in an LB, NB, GB, CSC, RSC, I-1, I-2, RD, P or PD District
unless said requirement is specifically removed by the
Council when reviewing an application for a building permit.
r;l
Subd. 28. Joint Parking Facilities. Required
parkin9 facilities serving two or moce uses may be located
-on the same lot or in the same structure except in Residen-
tial Districts provided that the total number of parking
spaces so furnished shall be not less than the sum total oE
the separate requirements for each use duzing any peak hour
parking peciod when the parking facility is utilized at the
same time by two or more uses. Conditions required foc
joint use are:
A. The proposed joint parking space is
within 400 feet of the main entrance of the use it will
serve;
B. The applicant shall show that thece is no
substantial conflict in the principal hours of the two or
- more buildings or uses for which joint use of off-street
parking facilities is proposed; and,
C. A properly drawn 1e9a1 instrument
approved by the City Attorney, executed by the -parties
concerned for joint ?se of the off-street parking facilities
shall be filed with the Clerk. Said instrument may be a
three or more party agreement including the City.
Source: No. 52 Amendment
. Effective Date: 5-28-76
(Sections 11.11 through 11.19, inclusive, reserved for
future expansion.)
{F?
..:
286
Source: Otdinance No. 52 '
EfEeCtive Date: 4-25-75
285 0M Landscaping. All yarda shall be
landacaped or Ee leEt"an a natural state. IE any yards are
? [o be landscaped, they shall be landscaped at[ractlvely wl[h
lawn, trees, shrubs, e[c. Any areas leEt in a natural s[ate
shall be properly maintalned in a siqhFly and well-kept
condition. Yards adjoining any oE [he Classes of Residence
Districts shall be landscaped with buEfer planting, lE [hia
is not provided Ln the natural state. Plans of such screens
shall be submltted for approval es a parY of a elte plan and
fnstalled prioc to iasuance of a certiflcate of oceupancy Eor any tract Ln the distrlct. In the evenk thls require-
ment cannot be met because of clima[e, a bond shall be
requtred to ineure compliance wtthin a reasonable time. The
. design shall make use of all land contained fn the site.
All oE the si[e plan shall be related to !Ae multiple ueee
i.e., eithec parking, circula[ion, recreatlon, landecapin9f
scceening, building, stotage, ete.
7.?', Drainage. The drainage of etorm
waters shall be provided for elther on tTe site or 1n a
public storm eewer
6 3r 1 Cur6s. Inierior curDS shall be
. constructed within the property to sepacate drlving and
parking surfaces from landscaped areas. Inferlor curbs
required by Ghis Section shall be Portland cemertt conere[e
constxuc[ion. jr
Walkways. SurEaced walkuays shall
be pxovided £rom parking aeeas, loading zonea and tecreation
;j,! areas to 0he entranpes of buildinge.
C'S: Surfacing. All intecior d[iveways,
parking a[eas, loading areas, etc. shall be oE blacktop or
conCCeGe canstcucti?oryn..
1'6. Burying Utilities. All utilitiea
includtng electrical and telephone lines, shall he buried in
all new subdivsions as requiced by Chapter 13 of the City
Code, unless othexwise_approved by [he Councll.
f,7. 'iTrash Incinerators and Garbage. No
exterior trash or garbage disposal or incineratton shall 6e
permit[ed. Any ezte[Soc storage shall be enclosed wlthin a
container and auch container shall he compleGely acxeened by
a wall or equivaleL-visual screen.
5?8. Lighting. On-site liqhting shell Ce
provided as is necessary fot secucity, saEety and [raffic
circulation. Lightin9 shall not be directed upon publlc
righFS-of-way oc adjacen[ properties. Such illumination
shall be indirect almd,dittused.
F9. ' Natural Features. The site shall
show due eegard for all natural eeccain features, such as
tcees, water cour"sea"?his[oric ereas or similac conditions.
10. Public Safety. All eite and bulld-
ing plans for multlple dwellings shall be revlewed by the
Fire and Police Depackmenls wllh a cecommenda[ton to the
•? 284 (1-1-83)
? 44
[Vy4
3
? ? T
1
f?F
r i
Ir ' : S ? ? •
?? ..
?
CounM 1. Plans shall be reviewed for fire warning and
proteetion syatema* publlc safetyp vehicular acceas and
` concerns relatedpublic eafety.
The site plan shall illustrate
exis[ing and pxopoaed contours at a two (2) Eoot incerval.
12. eh multiple a minimum recteationa ea equal ato ltwo' hundied (200)
aquaxe feet Eoz each dwelling unit conGaining two (2) or
less bedcoome 'and one hundred (100) additional equare Eeet
Eor each dwelling uni[ coneaining more than two (2) 6ed-
rooma. Said [ecreation area shall be a minimum of one
hundred (300) feeG from any ponding area.
Source: Ordinance No. 52 ?
Effective Date: 4-25-75 .
13. Platking. All land zoned Es[ate (E)
and Reaidentlal It-1, A-2p R-3p g-4 and A-5 shall be plaFted
priot to placing anystrucFure thereon, except townhouses
for sale may.tieplaced after footinqs aae poured vith Che
approval of [he,Coudcil. Source: No. 52 Amendment
- Etfeckive Oate: 9-24-76 .
14. Accesaory Commercial Uae. Retail
shops, beauty and barbec shops and pcofeasional offices
which are primarily for [he use of occupants may be per-
? mltted in any A-4 Dlatrict unde[ a Planned Development
'peovided that no eigns appurtenant thereto shall be placed
or ex[end beyond the ex[eclor walle oE any stcueture in such
dfatrict.
Subd. 25. Platting Foc Commercial and Industrlal.
All land zoned coIDmercial, industrlal or planned development
shall De platted prior to placing any etructure thereon
unlesa otherwise approved by the Councll.
Su6d. 26. Placement oE House On Residential Lot.
A. On all zesldentia3 lots- not served by
public u[ilities which are at least [wenty-tour thousand
(29,000) squate feet in area and one hundred aeventy (170)
feet in width, and sttucturea shall be placed so that the
loc may be furcher aubdlvided Sn the future unless otherwise
approved Ey khe Council. '
B. On all residential lots wheee a 9arage is
not constructed vlth Initial development, sufflcient space,
in accordance with minimum setback requirements, shall be
ceserved for [he potenlial future constructlon of a garage.
OF
3795 PILOT KNOB ROAD, P.O. BOX 21199
EAGAN. MINNESOTA 55121
PHONE: (612) 454-8100
October 7, 1983
Lull Engineering Co., Inc.
3045 Highway 13
Eagan, MN 55121
Attention: Mr. Nord
Re: Building Addition at Above Referenced Address
Dear Sir:
6EA BlOM9U Si
naov«
THOMAS.GAN
JAMES A. SMITH
JERRY iHCMAS
THEODORE WAC:+iER
Co?mcB Memb?n
7HOMA5 HEDGES
Clry Atlmmuvofor
EUGENE VAN OVER9EKE
Giv' 1elu
This is an order to cease the construction taking place at the referenced
facility. No further construction will be allowed until you comply with
City Code Sec[ion 4,03 - Building Permits Required, Section 4.02 - Permit
Fees Required and Section 6.42, Subdivision 3A - Construction Licensing
Required.
Please give this matter your imnediate attention.
Sincerely,
Dale S. Peterson
Chief Building Official
CC: Tom Hedges, City Administrator
Parcel File - 10-00900-010=26
DSP/bar
TNE LONE OAK TREE. ..THE SYMBOL OF STRENGTH AND GROWfH IN OUR COMMUNIN
s?'A' ?
?
.- ,
XEMO TO: JIM BTIIRMI CITY PLANNER
PAT GEAGAN, POLICE CHIEF
1i€CiI..Ei _ _ kECTS3$?
BILL AKINBt ELECTRICAL INSPECTOR
JOli HOHENSTEINt ADMINISTRATIVE ASSISTANT
PUSLIC WORKS/EN(iINEERING/LITILITIES/BTREETS
PROM: DODCi RBID, CBIEF BIIILDING OFFICIAL
DATE: DecEM CiER 19J Ici&9
808JECT: BLAN REVISW
The (_ preliminary) ( 1< construction) plans for S i oRA G E
_
? H C?-) -F) 0 X36, - Lu L-L CC)RP07;'ATio0
are in our plan review section for your review and comments.
Please return this form to Joe Merchak with your initialed comments
and the date of review. Failure to return this form vithin five
days will be conaidered pour approval. If you have any objections
to approval of these plans, it is your responsibility to notify
this department and resolve any problems.
,4/fea cl?
DR/mg
baL ? J jo ? 015? g
(Signatre") (Date)
4 -<
I)EC 1989
ISEMO TO:. JIM BTIIRlI, CITY PLANNER
PAT GEAf3AN, POLICE CHIEF
DALE WEGLEITNER, FIRE INSYECTOR
BILL ARINB, ELECTRICAL INBPECTOR
JON HOHENSTEIN* ADMINIBTRATZVB ASSISTANT
BR2?9w=M178TIQ8L4!S":=1
FROlii DOIICi REID, CBIEF SIIILDIN(i OFFICIAL
DATE: DcC?,M[3?j? 191 1ryg9
SIIBJ&CT: FLAN REpIEW
I?
a
Please return this form to Joe Merchak with your initialed comments
and the date of review. Failure to return thia form rithin five
daya Mill be coasiderea your approval. if you hane any objections
to approval of these plans, it is your responsibilitp to aot3fy
this aepartment and reaolve any problems.
The preliminary)
UHCU - ?U X ?
are in our plan revi
( X construction) plans for ?-?IORA6E
- C_uL-L C.<,RP0'2ATio0
your rev
(Date)
No
?
^
ti kI ; ?
?
J
?
OF
3830 PILOT KNOB ROAD, P.O. BOX 21199
EAGAN. MINNESOTA 55127
PHONE: (612) 454-8100
June 9, 1988
RICHARD B gAXTER, MANAGER OF ENGINEERING
LULL CORPORATION
3045 HIGHWAY 13
ST PAUL, MN 55121-1699
Re: Paint Shop Addition
Dear Mr. Baxter:
VIC ELLISON
M?
THOMAS EGAN
DP,VID K. GUSTAf50N
PAMEIA McCRFA
THEODOItE WACHiER
CouncilMembers
1HOMhS HEDGES
CiN ACmin'¢habr
EUGENEVAN OVERBEKE
cmr c?
I have reviewed the plans snbmitted for code compliance. The
comments listed below refer to documents that make up the
Minnesota State Building Code and applicable codes and ordinances
of the City of Eagan. Certain code deficiencies may not have
been included in this report but this shall not be construed as
an approval of such code deficiencea nor relieve the responsible
parties from complying with said code.
Floor surfaces shall be of noncombustible nonabsorbent
materials where Clasa I, II, or III-A liquids are use? or
stored - UBC 902(b).
The storage of hazardous liquids in excess of exempted
amounts allowed per UBC Table 9-A must comply with UBC
902(a).
Provide minimum mechanical ventilation of five cubic feet
per minute of outside air with total circulated air of not
less than fiEteen cubic feet per minute per occupant in all
occupied portions of building - MSSC 1305:2400.
Provide minimum mechanical exhaust ventilation of four
complete air changes per hour. Exhaust ventilation must be
taken from a point at or near floor level - MSBC 1305:2400.
All energy-consuming equipment must be listed for hazardous
atmosphere - UBC 908.
Every portion of building having floor area of two hundred
square feet or more shall be served by at least two separate
exits - UBC 3320. See UBC 3303(e) for exit arrangement.
Exit door shall swing in direction of exit - UBC 3304(b).
THE LONE OAK TREE...THE SYMBOL OF STRENGTH AND GROWTH IN OUR COMMUNIiY
RICHARD B BAXTER
JUNE 9, 1988
PAGE TWO
Masonry shall comply with design requirements of UBC
Chapter 24.
When a building is used for more than one occupancy purpose,
each part of the building comprising a distinct "occupancy"
as described in UBC G'hapters 5 through 12 shall be separated
from any other occupancy as specified in USC 503(d) -
UBC 503(a).
Sincerely,
? ???L?"?
oe Merchak
Construction Analyst
JM/mc
cc: Dennis M. Cesafsky, Vice President of Operations, Lull Corp.
Gresser, Inc., Contractor
Dale Wegleitner, City of Eagan Fire Inspector
i0 -oo?Fct2_a?; ;
TO: PAT GEAGAN, CHIEF OF POLICE
JON HOHENSTEIN, ASSISTANT TO THE CITY ADMINISTRATOR
DALE WEGLEITNER, FIRE MARSHAL
ELECTRICAL INSPECTOR
PUBLIC WORKS/ ENGINEERING DMSION /UTILITIESlSTREETS
GENE VANOVERBEKE, FINANCE DIRECTOR
RICH BRASCH, WATER RESOURCES COORDINATOR D??„ g ? ?L D h }-- ??
MIKE RIDLEY, SEIVIOR PLANNER ?
GREGG HOVE, SUPERVISOR OF FORESTRY
Ca?;rGf i? Fe?'?u- FROM: DALE SCHOEPPNER, SENIOR INSPECTOR
DATE: !O - 2 Y- p 2 3 B t,1S P,?4 v,, 1}?S; 6i ey MeM. H wY)
The _ preliminary 4- construction plans for C v l/ 4
aze in our plan review section for your review and comment.
Please return this form to Dale 5choeppner with your signed comments and the date of
review. If you have any concerns with these plans, please so indicate on this form and notify and
resolve these issues with the affected parties. If you are requesting that issuance of the building
permit be held, please fill out the proper "hold" request form.
Comments:
Indicate any fees that aze to be collected with the building permit:
AMOUNT
? Yes ? No
? Yes ? No
? Yes ? No
? Yes ? No
? Yes ? No
? Yes ? No
landscape security required
water quality dedication
pazk dedication
trail dedication
tree dedication
Signature
Date
ZONING?
15/FORMS-BLD/PLAN REVIEW/DALL S
11 city oF ectgan
October 28, 1997
MR WARREN L RYDER
LULLINTERNATIONAL
3045 SIBLEY MEMORIAL HIGHWAY
EAGAN MN 55121
RE: LULL INDUSTRIES
LOT 1, BLOCK 26, SECTION 9
Dear Warren:
THOMASEGAN
Mcycr
PATRICIA AWADA
BEA BLOMQUIST
SANDRA A. MASIN
THEODORE WACHTER
Council Members
THOMAS HEDGES
Ciy Administrator
E. J. VAN OVERBEKE
City CIBrk
We have completed our review of the construction documents submitted in pursuit of obtaining a building
permit for the above-referenced project. This review is not intended to be an exhaustive and
comprehensive report. It is our goal that this review will help you in complying with the applicable codes
and we are, therefore, requesting that the following items be addressed. Unless otherwise noted, all
references aze to the 1994 U.B.C.
Revise plans to show that exit doors shall not be provided with a latch or lock unless it is panic
hardware. U.B.C. Section 1018.
Verify that the roof system is a Class B- U.B.C. Table 15-A.
Revise plans to show landing on exterior doors - U.B.C. Section 1004.9.
4. Provide site plan showing location of main building as well as fire hydrant locations - U.B.C.
1063.4.2.
5. Supply code summary for allowable area increases - U.B.C. Section 505.
If I can be of further assistance to you, please do not hesitate to contact me at 681-4699.
Sincerely,
Dalchoeppner??1 I/
Assistant Building Official
DS/js
Enc.
MUNIqPAL CENTER
3830 PILOi KNOB ROAD
EAGAN, MINNESOiA 55122J897
PHONE: (612) 681-4600
FAX: (612) 681-4612
TDD. (612) 454-8535
THE LONE OAK TREE
THE SVM1ABOL OF STRENGTH AND GRObVTH IN OUR COMMUNIN
cqual Opportunity/Affirmative Action Employer
MAINTENANCE FACILITY
3501 COACHMAN POMT
EAGAN. MINNESOiA 55122
PHONE: (612) 681-4300
PAX:(612) 581-4360
IDP (612) 454-8535
l, BL CITY USE ONLY 8/
RECEIPT #: ?}-
SUBD. 10_007O0 ??1L9 RECEIPT DATE:
1997 PLUIKSINfi P£ftllilT (COM1KE$CIAL)
CITY Of EkfiAN
S$SO PILOT KNO$ BD
EAHRN, MN 55122
(612)6$1-4675
Please complete for: all commerciaVindustrial buildings
multi-family buildings when separate building permits aze not required for each dwelling unit
backflow preventer to be installed in commercial areas or residential boulevards
Date: T- Jis -'?/ "? Work Type: New Bldg. _ Add-on
Is Water Meter Required? Yes X No Water Flow
To inquire if Pressure Reducing Valve is required on new service, call 6814646.
Repair _ U.G. Sprinkler
GPM
FEES
1% of contract price or $25.00 minimum Coatract Price: $ 36 y? x I% _ $
COMPLETE THIS AItEA IF INSTALLING iINDERGROUND SPRINKLER SYSTEM
Service: _ Existing (if coming off domestic line) OR _ New
Backflower Preventer Permit Fee $ 25.00 $
Water Meter 1" @ $185.00 Or 2" Turbo @$846.00 $
!f "new service"add Water Permit $ 50.00 = $
WAC ' $ 780.00 = $
WaterTreahnent $ 420.00 = $
City Installed Tap $ 300.00 = $
Permit Fee
State surcharge is 5.50 per $1,000 of ep rmit fee or minimum of $.50 per pertnit State Surcharge $
SC2
Total Fee $ 50
•11 ? L.i?.+a.r COaI??,
I hereby acknowledge that I have read this application, state that the information is correct, and agee to comply with atl applicable City
of Eagan ordinances. It is the applicanPs responsibility to notify the property owner that the City of Eagan assumes no liability for any
damages caused by the Ciry during its normal operational and maintenance activities to the facilities constructed under this permit within
Ciry property/right-of-way/easement.
SITE ADDRESS: -3 d 4? ?? ? , -ij" I 3
OWNER NAME: L( 1\ __11- (\ ?v 1'F ( t D)
INSTALLER NAME: -t`"¢v, {.? I ?Mb TELEPHONE #: cY_?_S??3 6yl
STREET ADDRESS: S r?;
?' . zir:S S ?l
CITY: Z Ud Yk<.n 4}+? STATE: 1`^ 37
--
SIGNATURE OF PERMITT'EE
CITY USE ONLY
COMMERCIAL PLUMBING PERMIT -1997
METER SIZE
PRV _ Yes _ No
Domestic
Irrigation
UTILITY CONNECTION (APPLIES TO NEW SERVICE ONL1)
$
REVIEWED BY:
f
Building Inspector
Date
To determine meter size
• See if it is indicated on back of Building Inspections cazd
" Enter address in PIMS Screen 301 to obtain S&W permit #
* Check PIMS Screens 110 (Remarks)
* If gallons per minute aze less than 25, a 1" meter will be required. If gallons per minute are more than 25, a 2" turbo with strainer
will be required. This infocmation is to be supplied by the designer of the system. Consult with Plumbing Inspector if Licensed
Plumber does not know GPMs.
Before sellina meter
* Check PIMS Screen 320 for aoaroval of inspection resulu. No meter will be sold before all sewer and water inspections are complete
on a new service. If new service lines are not requ'ved, one check may be written for meter and permit costs. Write meter rype and
size on receipt, code to 3716-9220 (meter portion only), and fonvazd copy to Utility Billing Clerk.
" Enter meter size, type, receipt #, date & amount paid on PIMS Screen 110. Copy of receipt should be given to Utility Billing Clerk.
Miscellaneous Information
The installer is to contact Building Inspections at 6814675 for inspection of the inside water line and backflow preventer. The Central
Maintenance Division may be reached at 681-4300 for water tum-on.
• If ineter is over 5/8", notify Central Maintenance so they can tell you if there is one in stock before plumber goes over there.
JS/Forms.61d/p1bg permit (comm) 1997
REC=W`:7 AL+G .a' ,
,595
city oF eagan /o-M gad a/ o a c?
THOMAS EGAN
Mavor
August 24, 1995
-"s6N01/
PATRICIA AWADA
(,/? SHAWN HUNTER
SANDRA A. MASIN
THEODORE WACHTER
council 1bIIi JIM WISNOSKI PLANT MGR n+embers
THOMAS HEDGES
LULL INDUSTRIES, INC Ciry Atlministrator
3045 HWY 13 ??:-•-"ni'f. <-u!( ?5 Ear(l ?^
EAGAN MN 55121 oj_ E. J. VAN OVERBEKE
Ctly Clark
Fce: GradiRg Permit EX-05-224 DI'"'
Project 615R, Meadowview Road Storm Sewer
Waiver of Objection
Dear Mr. Wisnoski:
At the August 1 Council meeting, your grading pemut application was presented to the City Council
for approval. Based on the comments and concerns expressed by an adjacent downstream.property
owner, the City Council had reservations about approving your grading pemut. However, they did
recogilze the need for expanding your parking lot and providing additional usable land within your
property. They also recognized the increasing need to provide storm drainage facilities in this azea
as it continues to develop on an incremental basis.
SubsequenUy, the City Council authorized staff to issue your requested grading pemrit upon receipt
ofan agreement by Lull Industries to waive your objection to and accept its proportionate share of
costs associated with providing storm drainage improvements in the general area of Meadowview
Road. Subsequently, City staff sent to your attention a standard form, "Waiver of Hearing No. 513,
Project No. 615R" which, when executed, would indicate your acceptance of an assessment for storm
sewer improvements in the amount of $44,500.
On August 21, you contacted me expressing your concern regazding executing such an agreement
prior to the City Council even approving a project to provide benefit for the proposed assessment.
Understanding your concems, I've attempted to provide a more informal ]etter-type agreement for
you to execute and retum allowing us to issue your grading pemvt. A copy of that written agreement
is attached. Please have it executed, notarized and returned to my attention at your eazliest
convenience. If you wish to revise or modify part of it, please feel free to do so and return it to my
attention for consideration and redrafting as necessary.
MUNICIPAL CENTER
3830 PILOT KNOB ROAD
EAGAN. MINNESOTA 55122?1897
PHONE: (612) 681-4500
FAX: (612) 681-4612
TDD: (612) 454-8535
THE LONE OAK TREE
THE SYMBOL OF STRENGTH AND GROWTH IN OUR COMMUNITY
Equal OpportunliylAfNrmatlve Ac11on Employer
MAINiENANCE FACIlI1Y
3501 COACHMAN POINi
EAGAN. MINNESOTA 55122
PHONE: (612) 68I-4300
FAX:(612) 681-4360
TDD', (6I2) 454-8535
Page 2
Also, one ofthe conditions ofyour Conditional Use Pernut No. 9-CU-18-9-94, approved by Council
action on October 4, 1994, requires the preparation of a status report of the site conditions and an
overall plan for surface water management to be reviewed by the Advisory Planning Commission in
October of 1995. In order to meet that deadline, this information should be submitted no later than
September 15. I would encourage you to review the other conditions of this CUP as well.
?- hof r¢G¢r?? Flxt .:r l.lrtci. I>(.
Please feel free to contact me if you have any questions regazding the information contained in this
letter or the process associated with your pernvt application.
Sincerely,
Thomas A. Colbert, P.E.
Director of Public Works
TAC/y
cc: Craig Knudsen, Engineering Technician (W/O Enc.)
Enclosures: CUP Conditions
Grading Pernut Waiver Agreement
CTfY OF EAGAN
WAIVEA OF OBJECTION & CONSENT TO ASSESSMENTS
PROJECT 615R, MEADOWVIEW STORM SEWER
EXCAVATION PERMIT NO. EX-09-224
WHEREAS, Lull Industries, Inc., has requested the City of Eagan to issue Excavation/Grading
Peanit No. EX-09-224 affecting the topography and surface water runoff for Pazcel No. 10-00900-
010-26 (part of Governmental Lot 2 located between TH 13 and railroad property); and,
WHEREAS, there presently does not exist adequate storm sewer facilities to handle the excess
surface water runoff associated with this grading/excavation permit; and,
WHEREAS, the City Council has authorized the preparation of a feasibility report for Project
615R for the installation of storm sewer facilities to service an area incorporating a portion of Pazcel
10-00900-010-26 owned by Lull Industries, Inc.; and,
WHEREAS, as a condition of issuing the referenced excavation/grading permit, the City
Council requires Lull Industries, Inc., to waive their objection to and agee to accept its proportionate
shaze of costs associated with the installation of related storm drainage facilities.
NOW, THEREFORE, Lull Industries, Inc., hereby agrees to accept without objection its
proportionate share of the costs of storm drainage facilities as detemrined and approved by formal
Council action as a result of a formal public hearing process. Lull Industries, Inc., further waives
objections to any technical defects and any proceedings related to these future assessments and
further waives the right to object to or appeal from these assessments made pursuant to this
agreement.
Dated: h -1 d - 9S
Lull Industries, Inc.
By:
I
By:
Its:
STATE OF NIINNESOTA aNN M. EVANS ?
?SS. letAy NOTARV Pl1BLIC - 7diYNESOTA ?
DAKOTA COUNTY
COUNCY OF DAKOTA ? Comm. Exyires Jan. 31.2000
•
On this :-,Z? day of AX6u.si . 1995, before me a Notary Public within and for said
Coun_ty, personallYappeared JA-rrrF-; lt/lSVOSKi and
3??- ?• dn?? to me personally lrnown, who ' ch by
duly swom, each did say that they are respectively the rP- eP?zrno,)s an?'?"ri of Lull Industries, Inc., the corporation named in the foregoing instrument, and that
said instrumeqt was signed on behalf of said corporation by authority of its Board of Directors and
said V/cc t'¢rr,o&).r and -F?zz S, ?=NF- acknowledged said
instrument to be the free act and deed of said corporation.
Notary Public
My commission expires: /?3/'?ccc
APPROVED AS TO FORM:
City Attomey's Office
Dated:
APPROVED AS TO CONTENT:
'..
t E-i L
Public Works Department
Dated:
rwcmiorciswrr
l..
EXHIBIT A
CITY OF EAGAN
CONDITIONAL IISE PERMIT
WHEREAS, Lull Industries has complied with all the
requirements of the City of Eagan necessary for obtaining a
Conditional Use Permit.
NOW THEREFORE, By order of the City Council of the City of
Eagan, Dakota County, Minnesota, and by virtue hereof a Conditional
Use Permit is authorized as follows:
1. Permitting a Conditional Use for outdoor storage of
equipment and materials within the confines of a"Light
Industrial" zone.
2. Said Conditional Use Permit shall apply to the following
described property:
Part of Government Lot 2, Section 9, Township 27,
Range 23, P.I.D. #10-00900-010-26
3. Said Conditional Use Permit shall run with the land as
long as all conditional use standards are met.
4. Said Conditional Use Permit shall be subject to
conformance with the Eagan City Code and with the
conditi.ons set forth herein to include, but not limited
- ' . .??...
to:
bdditional Conditiona:
1. The applicant shall record this Conditional Use Permit at
the Dakota County Recorder's Office within 60 days of
City Council action.
z• The applicant will be required to construct a watermain
system with hydrants that are spaced within 300 feet of
the buildings to improve fire protection to the site
immediately upon the first of any building expansion.
3• The applicant shall properly maintain the parking and
storage areas.
4• The applicant shall prepare a status report of the site
conditions and an overall plan for handling storm
drainage eroaion problems for the Advisory Planning
Commission review in October 1995. As a result of this
review, additional conditions may be imposed by the City
Council.
5• The parking and long-term inventory storage area serving
this development shall be surfaced with bituminous or
concrete pavement in accordance with City Code
requirements.
IN WITNESS WHEREOF, I have hereunto set my hand this 24th day of
October, 1994.
CITY OF F,P.GA1J
A Minnesota Municipal Corporation
13y: James L. Sturm.
Its City Planner
;
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Minnesota Pollution Control Agency
00? •
?f -C.,
June 20, 1996
Mr. Bill Sharpe
Lull Industries
3045 Highway 13
Eagan, Minnesota 55121
RE: Petroleum Storage Tank Release Investigation and Corrective Action
Site: Lull Industries, 3045 Highway 13, Eagan
Site ID#: LEAK00009373
Deaz Mr. Shatpe:
Notice of Release
T'he Minnesota Pollution Control Agency (MPCA) has been informed that a release of petroleum
has occurred from storage tank facilities which you own and/or operate. We appreciate your
timely notification so this site can be handled in an efficient manner.
Legal Obligations
Federal and state laws require that persons legally responsible for storage tank releases notify the
MPCA of the release, investigate the release and, if necessary, clean up the release. A person is
considered legally responsible for a tank release if the person owned or operated the tank either
during or after the release, unless specifically exempted under the law. If you believe that you
aze not legally responsible for this storage tank release, please contact the project manager listed
below.
520 Lafayette Rd. N.; St: Paul, MN 55155-4194; (612) 296-6300 (voice); (612) 282-5332 (TTY)
Regional Offices: Duluth • Brainerd • Detroit Lakes • Marshall • Rochester
Equal Opponuniry Employer • Printed on recycled paper conlaining at least 10 % fibeis 6om paper recycled by consumers.
Mr. Bill Sharpe
Page 2
June 20, 1996
If you aze not legally responsible for the release, but hold legal or equitable title to the property
where the release occuned, you may volunteer to take coaective action. Responsible persons
and volunteers who take corrective action may be eligible for reimbursement for a major portion
of the costs of corrective action. The legislature has established the Petroleum Tank Release
Cleanup Account to reimburse responsible persons and volunteers. The account is administered
by the Petro Boazd which is part of the Minnesota Department of Commerce. Final decisions
regazding the amount of reunbursement are made by the Petro Boazd. All questions about
eligibility and reimbursement should be directed to the Petrofund staff at 612/297-1119 or
612/297-4203.
Request to Take Corrective Action
The MPCA staff requests that you take steps to investigate and, if necessary, clean up the release
in accordance with the enclosed MPCA fact sheets. The site investigation must fully define the
extent and magnitude of the soil and/or ground water contamination caused by the release. A
report (Excavation Report and/or Remedial Investigation/Corrective Action Design (RI/CAD))
which details the results of the investigation or concludes that excavation was sufficient to clean
up the release must be submitted to this office within 10.months of the date of this letter. Please
refer to MPCA fact sheets for information pertaining to the amount of work needed at the
petroleum release site(s).
Sites with free product (free-floating petroleum), drinking water supply impacts, surface water
impacts, indoor vapor impacts, fire or explosion hazards, or ground water impacts which pose a
significant threat to public health or the environment, aze considered high priority for staff
review. If one or more of these situations apply to your site, an RUCAD report must be
submitted within 90 days. In addition, if you know or discover that there is free-product from a
well, excavation, or borehole, you must notify the MPCA within 24 hours and IIvIIvIEDIATELY
begin interim free product recovery.
If you have not already done so, the MPCA recommends that you hire a qualified consulting firm
registered with the Petrofund staff that has experience in conducting petroleum release site
investigations and in proposing and implementing appropriate corrective actions. A list of
registered contractors and consultants is available from the Petrofund staff. The MPCA reserves
the right to reject proposed corrective actions if the requirements of the site investigation have
not been fulfilled. Please note that, under Minn. R. 2890.0075, subp. 2, you must solicit a
minimum of two competitive proposals on a form prescribed by the Petro Boazd to ensure that
the consulting costs aze reasonable. Questions about bidding requirements should be directed to
Petrofund staff.
Mr. Bill Sharpe
Page 3
June 20, 1996
Required Response
MPCA staff requests a response to this letter within 30 days. Please tell us whether you intend to
proceed with the requested work. If you do not respond within this time frame, the MPCA stafF
will assume that you do not intend to comply, in which case the MPCA Commissioner may order
you to take corrective action. Failure to cooperate with the MPCA in a timely manner may result
in reduced reimbursement from the Petro Boazd. See Minn. R. 2890.0065, subp. 1, item C. The
enclosed fact sheets will provide you with the information necessary to complete a successful
investigation and cleanup. If you have any questions concerning this letter or need additional
information, please contact me at 6121297-8591. Please reference the above LEAK # in all
correspondence.
Sincerely,
? Laura Hysjulien
Project Manager
Cleanup Unit I
Tanks and Emergency Response Section
LLH:dms
Enclosures
cc: Gene Van Overbeke, City Clerk, Eagan
Craig Jensen, Fire Chief, Eagan
Lynn T'hompson, Dakota County Solid Waste Officer
Bruce Schaepe, Peer Environmental Engineering Resources, Minneapolis
I
Telephone: 612-331-3119 Fax: 612•331-1161
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._ CJIPLUNC' WfiN 71$ qECUfpE31Q/T5 OF A7 LFAST AW3 010.D. lEVF1 AA•] l? YES O NC
CO YDIJ C£ATIFY iHAT WELOWG W.4S GARIE] CUT W CAIPL:ANC'MiH A.
CCCUMENSED OUAIfTY CNTACL PRCGE :UFiE TO NSUFE hU T .LLL 075?.'S AAE
_ Re^TAIEVED. TFIA70PEHWGS W P1PWG AAE SiAOQTH, 714ATSUG AN007HE'n
'/lEDWG RESIIXIE AHE FEx10VFil, ANO THA771iE W7'eANAI O1JJ.1E ica5 CF
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CJTDI179 pp YCII Cc?Z TiFY1}{A7 YCU HAVE A CNTiiCL F6ATUflE TO E"75I/AE iHAT ALL
Ia+`?+"7 CJ7DUT9 (OLSCSI ME AEiA1E4E77 YES O NO
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ar ti WSEA= wmi .u.4 MNracL vuv> caEN:
sE,.A,cs-.
N.WE aF SPpWK1Si CCliqAC;Cfi
OLSe..Y FIRE PROTEC=ON, INC_
r %o Oe TE3":1' WITHE55'eD 97
9GNANfiES A RO C p /? / '
n7fl SPfl ? q (5 Z) TITL OA7v'c
/ /1 G /u?i?
flO- 3'OU
ACCRYJUI "SALANFi Cll SWD NOT.-9
OLSEN FIRE PROTECTION INC.
321 Wilson Street N.E.
Minneapolis, MN 55413
Phone: (612) 331-3111
FAX: (612) 331-1161
TO
SSrzi
_ WE ARE SENDING YOU jK Attached ? Under separate cover via
? Shop drawings
? Copy af letter
COPIES DATE NO. DESCRIPTION
F'rcqTP r2o IeSi?
? Prints ? Plans ? Samples ? Spetifications
? Change order ? Ca-q? ?r;C n e?v? ??.?0.?..2..?',
L[E lUIs °r?i (IF URQK31 AMQ&
DATE
ATTENTION _ / r
? '?
RE
the follawing items:
THESE ARE TRANSMITTED as checked below:
? For approval
A For your use
? Approved as submitted
? Approved as noted
? Resubmit copies for approval
? Submit_copies for distribution
- ? As requested
G Returned for corrections
ri Return_corrected prints
? For review and comment ?
? FOR BIDS DUE
REMARKS
'e)c _'e'?e !
I
e ?1P
i -
f'.f72 ? rtiyl L ff & F v! 'TLti. ?F {r ccJ r9S Qi .?Prl
& ?/ r/? eG) I,L,e jl;?q-e"?
6 r3 • r
COPY TO ,J
SIGNED: ?
WHITE - Cusromer Copy YELLOW - Sales Copy PINK - Design Copy it enciosun. +re net +1 noHd, klndly noe+ry us ac omca.
19___ u PRINTS RETURNED AFTER LOAN TO US
1
CITY USE ONLY
L-Z- BL ? RECEIPT#:
SUBD. 9 DATE:
1995 MECHANICAL PERMIT (COMMERCIAL)
CITY OF EAGAN
3830 PILOT 7(NOB RD
EAGAN, MN 55122
(612) 681-4675
Please complete for: ? ali commercial/industrial buildings.
? multi-family buildings when separate permits are = required
for each dwelling unit.
DATE: CUNI`RACT PRICE:
WORK TYPE: NEW CONSTRUCTION INTERIOR IMPROVEMENT
DESCRIPTION OF WORK: ???r9r0u0d 1 an Ic 2e.m000J (A 1an??s?
FEES: w $25.00 minimum fee QC 1% of contrect price, whichever is greater.
. Processed piping - $25.00
• State surcharge of $.50 per $1,000 of oemit fee due on all permits.
C?)5
CONTRACT PRICE x 1%
PROCESSED PIPING ?
STATE SURCHARGE ? YT
?
TQToL 45. ?o
e?TC anrJoceS. 3a5?S p-r.vy 13
v? 1 ? u ?.?v
OWNER NAME: LGf<--L -?5VD. TELEPHONE #:
TENANT NAME: (IMPROVEMENTS ONLY)
INSTALLER: 4?66 S
ADDRESS:
S730 -S174j2?t11E6J PI,1 /f,).
CITY: ?ffd???/ 6 2 A STATE: 112?41 Zlp• SJ/>-C
PHONE #: Z - D Y
SIGNATURE:
SIGN TURE OF PERMITTEE CITY INSPECTOR
PkE
B
Peer Envirnnmental er Engineering Resources, Inc.
Fire Mazshal
Fire Department
City of Eagan
3795 Pilot Knob Road
Eagan, MN 55122
November 30, 1995
RE: Description of Planned Underground Storage Tank Abandonment in Place
Lull Industries
3145 Highway 13
Eagan, Minnesota
Deaz Sir:
The purpose of this letter is to give you information about the planned activities at the
Lull Industries, Inc. (Lull) facility in Eagan. Peer Environmental &$ngineering
Resources, Inc. (PEER) has been retained by Lull to provide engineering services related
to the abandonment in place of two underground storage tanks located on Lull's property.
The tanks are estimated to be 10,000 gallons each (21 feet long by 9 feet diameter) and
aze located in a sand bluff behind the main Lu11 building.
Tank abandonment is recommended for situations where the removal process or the
actual removal of the tanks might endanger removal personnel or compromise the
structural integrity of nearby structures. In the case of the two underground starage tanks
at the Lull facility, the structural integrity of nearby structures is at risk. The tanks were
installed a number of yeazs ago and new slab on grade buildings have been built as close
as 10 feet from one of the tanks. In addition, two salt water tanks (one 6,500 gallon and
one 8,000 gallon) and an above ground propane tank have been installed on the ground
above one of the tanks. The underground storage tanks could not be removed without
first moving the above ground tauks and then bracing the building to ensure against
collapse. We deternuned that in place abandonment would be the cost effective and
expeditious method to safely take the tanks out of service
The tank abandonment is scheduled for the week of December 11, 1995. Lull's tank
abandonment contractor, Griggs Contracting, Inc. wiil be filing the appropriate
Mechanical Permit with your Inspections Department before that date.
7710 ComputerAvenue, Suice 101. Minneapolis, Minnesora 55435 •(612) 831-3341 • Fax (612) 831-4552
An Affirmative Action, Equal Opportunity Employn
?
T
Eagan Fire Marshal
Page 2
November 30, 1995
If you have any fiuther questions about this process please contact us at PEER (831-
3341).
Sincerely,
Peer Environmental & Engineering Resources, Inc.
Bruce P. Schaepe IvIS
Environmental Engineer
pc: Bill Sharpe, Lull Industries
7T6m Ames, Griggs Contracting >
P E R M I T aePP L I g EIT ION
(Submit in Triplicate)
ST'±TE OF MINNESOTl:)
COUNTY OF Dakota 3 ss.
I- We, the undersigned, being first duly sworn, hereby make the following
application to the Board of Supervisors and/or F;dvisory Planning Committee of
Eagan Township, Dakota County, Minnesota:
1. Flull name, present address and phone number of applicant:
l„71 F4nginAPring C'rnnnanX, Tnc_ 3f1 hS H9 ghxaa l4, S._ Pafil ll , Minnaant To1 _UL?43oo
2. Application is hereby made for: (Check appropriate item(s)
t Dumping permit under Ordinance No. I.
? j Trailer Coach Park permit under Ordinance No. II.
I-V-J Building permit under Ordinance No. III.
Kennel permit under Ordinance No. V.
---4 Re-zoning under Ordinance No. VI.
Special llse permit under Ordinance No. VI.
=-"'-y Gravel Pit permit under Ordinance No. VIII.
? (Other) ,
3. Legal description of land to be affected by application including acreage
or square footage of land involved, and street address, if any:SO mu h nF lot as
liea in NW? of NW? less 2 acres to RR Es. EtO ft W of Lot 1,MeCarthY_Ridr-e & B of EILY
4. The present zoning of tl2 above described property is: I?
5. Zoning Classification Desired: NO Change
6. The name and address of the present owner of the above described land
3S: T.nll FnginagrinrQ=g=., TnC i!?hc; Ainb= lg- 4t Panl 11 - Minnasntat
0 4b?
- city of eagan
- ?
l0 9 - a? ? -_?_?,____.
MEMO
TO: CITY ADMINISTRATOR HEDGES
FROM: FINANCE DIRECTOR/CITY CLERK VANOVERBEKE
DATE: APRIL 26, 1995
SUBJECT: CONNECTION CHARGES - LULL INDUSTRIES PAINT BOOTH
At ?our request, I have reviewed the above referenced financial obligation. When
preliminary or final construction plans are submitted to the City for issuance of a building
permit on commercial/industrial properties, various departments review the plans.
Fnancial ConsuRarrt Jerry Wobschall reviewed these plans on behalf of the Finance
Department. His review is for the purpose of determining whether or not the appropriate
infrastructure facilities have been paid for on the subject parcel. Previous assessmerrts,
• infrastructure upgrades and property use are all factors utilized in this review. In the event
that the property has not paid the appropriate infrastructure costs, they are proposed for
collection as a connection fee prior to the issuance of the building permit. At the
applicanYs determination, the costs can be paid in full or assessed to the property upon
completion of a waiver of hearing form aliowing for certffication.
In the case of Lull Industries the plans were originally reviewed on February 21, 1995. At
that time, a lateral benefrt from water trunk was proposed in the amount of $46,665. This
was based on 1,830 front feet at $25.50 per front foot. The plans were again reviewed
on April 12, 1995, and a revised connection charge of $13,064.42 was determined based
on 512.33 front feet at $25.50 per front foot. The balance of the front feet are under and
on the east side of Highway 13, therefore, not an appropriate charge to the subject
parcel, consequently, the revision was made.
The $13,064.42 is the amount that is currentiy being objected to by the applicant. ft is
my understanding that Luil Industries will be making a new connection to the City's water
system with the proposed huilding expansion. A new or additional connec[ion is a key
triggering mechanism for collection of these connection charges. The subject parcel
previously paid water area charges and water Vunk.
Unfortunately, when the gentleman representing Lull Industries called Jerry Wobschall,
Jerry did not have all the paperwork in front of him. Jerry merrtioned a figure of 23 - 24
• thousand dollars as the revised amount due. The actual amount is $13,064.42, which
CONNECTION CHARGES/LULL IND
APRIL 26, 1995
PAGE TWO
was communicated to the gentleman by the end of the conversation and prior to his
calling you. This fact is unfortunate but is obviously not the issue.
The Ciry has made a consisterrt and fair review of this development application and
determined the appropriate connection charges due as a resurt of this construction. This
review has been consistent with existing City policies.
Please advise 'rf you would like to review this situation or ff you would like any addftional
information.
ki
Fina Director/City Cierk
cc: Fnancial Consultant Wobschall
Director of Public Works Colbert
Director of Community Development Reichert
EJV/jeh
0
n
LJ
.
/°- °0 70a`o/o-a ('
MEMO
_ city of eagan
TO: JIM STURM, CITY PLANNER
PAT GEAGAN, POLICE CHIEF
JON HOHENSTEIN, ASSISTANT TO THE CITY ADMINISTRATOR
DALE WEGLEITNER, FIRE MARSHAL
BILL AKINS, ELECTRICAL INSPECTOR
PUBLIC WORK5lENGINEERINGNTILITIESlSTREETS
GENE VANOVERBEKE, FINANCE DIRECTOR
RICH BRASCH, WATER RESOURCES COORDiNATOR
PEGGY REICHERT, DIRECTOR OF COMMUNITY DEVELOPMENT
SHANNON TYREE, PROJECT PLANNER
MIKE RIDLEY, PROJECT PLANNER
0
FROM: DALE SCHOEPPNER, SENIOR INSPECTOR
DATE: Z/z 0;S
RE: PLAN REVIEW
The preliminary X construction pians for ZuLL ??u?T? i ES
are in our plan review section for your review and comment. Please retum this form to my attention with your signed comments and the date of review.
If you have any objections to approval of these plans, please notiTy this department and
resolve any problems with the affected parties. If you are requesting that the issuance
of the building permit be held, please fill out the proper hold request form.
COMMENTS: GeAllToe-
?I
wrtt? efCV I D JJ lJ
?
?,,19?
igna ure
ae
".ntv
SPECIAL ASSESSMENT SEARCH SUMMARY
AS OF: 02/21/1995
PROPERTY ID: 10-00900-010-26
k /A# ASSESSMBNT DESCRIPT. YEAR TM RATE TOTAL
0040 SAN SW TRK 1967 30 6.0000 3314.50
100344 WATER AREA 1976 15 8.0000 15709.60
101161 SAN SEW LAT 1986 10 9.0000 20233.50
------ SUMMARY OF LEVIED 23548.00
****** 1995 P&I CERTIFIED 2517.94
------ SUMMARY OF DEFERRED 0.00
------ SUMMARY OF PENDING 0.00
------ SUD4dARY OF CLOSED 15709.60
Press ENTER; or F1, F4, F5, F7, F8
•
ANN.PRIN. PAYOFF CD
110.48 221.06
0.00 0.00 CL
2023.35 2023.35
2133.83 2244.41
0.00 0.00
0.00 0.00
?
L_J
CITV OF EAGAN Remarks c?'?o °iJ //C r ;
Addition Section 9 Lot Blk Paral 10 00900 010 26
Street 30ILq 1hu• 13 State Esgan.X 55721
?Z`T1- I I I
r
Improvement Dete Amount Annual Years Payment Recelpt Date
STREET SURF,
STREET RESTOR.
GRA4ING
-_ -?p-
?
-unN?M tnuraK ,?-
-
-
?
==_-
-?
__ --
- ---
-__- --
--
9EWER
LATERAL
WATERMAIN
WATER IATERAL
WATER AREA Y?K 1 15709.60 1047,30 1 6-236,46
- STORM SEW TRK .
STORM SEW LAT .
CURB & GUTTER
SIDEWALK
STREET LIGHT
WATER CONN.
BUILDING PER.
SAC
PARK
11
finn Claniels
December 29,1997
City of Eagan
3830 Pilot Knob Road
Eagan, MN 55122-1897
Attn: Dale Schoeppner
Re: Lulllnternational
3045 Highway 13
Eagan, MN
8000 S.F. detached building
Dear Dale,
2145 Ford Parkway, Suite 201
SaintPaulMinnesoW 55116
Phone612.690.5525
Pax612.690.5545
www.fi nn-daniels.com
The following is our code analysis for the above mentioned project. This aiong with the other items being supplied
as you requested should complete our submittai based on your checkiist. Please let me know if there is any other
information which you need.
CODE ANALYSIS FOR THE 8000 S.F. DETACHED BUILDING AT LULL INTERNATIONAL AT 3045 HIGHWAY 13
EAGAN MN:
OCCUPANCY CLASSIFICATION: S-1
TYPE OF CONSTRUCTION:
LOCATION ON PROPERTY:
ALLOWABLE FLOOR AREA:
HEIGHT:
NUMBER OF STORIES:
V-N
FULLY SPRINKLED BUILDING
EXTERIOR WALLS 1 HOUR (LESS THAN 20')
8000 S.F. BASE SHOWN AND ALLOWED
28' (AVERAGE GABLE HEIGHT), (40' ALLOWED)
1 (2 ALLOWED)
Please note that tandscaping is not being proposed for this building since it is basically being built in an existing
parking area.
RespecHully Submitted,
I i `? •
T-
Daniel M. Dege
INTERIOR UGHTING POWER ALLOWANCE
Prescri tive Procedure
Slieel M _ of
1NTERiOR SPACES
Allowable Illumination Bud et Installed Illumindt ion
Room or Area Descriplion
Room I a lunctlon Room
Area
ULPA' Allowable
Walls Fixlure Type
ILunincir6 Mc#s and Madely No. of
Fixlures
.. Waffs
. per
(IXIU?e"• Total
Waltaga
/?AA/r?,<ACT?I.e.iUG ?';oE?,rio?? 000 .2,03 - 16 24/40 UGU - u/?.E
-L .s _3g RO - O
As o,? 5?2r
cz E
r -
i
s
I
,
L -
FrcYn lable on back of summary sheel.
.ow."n
iola) A Including ballqsl: 1o1a1 Irom To1Ctl B =>
mfgr's Uferature.
00=)00- OfD- `.?-
REQUEST FOR HOLD
ProJect Name/Number/Location:
3c> 45 4wr i3
Legal description: L B Sec/Sub
Parcel #:
Reason for hotd: Resa/ccfrvy. oF cQrcuti.gr-p- i5su¢s i?a d<e.
I
r
Place hold on: ? Issuance of building permit
Certiftcate oi Occupancy
Other (please explain)
If approved, thts'hold' will remein In ettect tor fifteen working days. Upon expiration, the
hold may be renewed for additional fifteen-day periods.
REOHOLD.FX
LTS{]
?I.C?I
cviGv.?n f" or n? $?. c+c
*dtV oF eegan
l
THOMAS EGAN
MaVOr
August 10, 1995
Jim Wisnoski
Lull Industries, Inc.
3045 Highway 13
Eagan, MN 55121
RE: LULL ENGINEERING/10-00900-010-26 WANER OF HEARING
Dear Jim:
PATRICIA AWADA
SHAWN HUNTER
SANDRA A. MASIN
THEODORE WACHTER
Counell Members
THOMAS HEDGES
Clry Atlministrabr
E. J. VAN OVERBEKE
ciN aerk
Please find enclosed Waiver of Hearing # 513 for Project No. 615R. When you have
reviewed this document, please sign and notarize where indicated.
As soon as this waiver is executed, the Ciry will be able to issue Excavation Permit No.
EX-09-224.
Please contact me at 681-4646, ff you have any questions.
Sincerely,
-
raig E. Knudsen
Engineering Technician
CEK/cb
cc: Thomas A. Colbert, Director of Public Works
MUNICIPAL CENTER
3830 PILOi KNOB ROAD
EAGAN, MINNESOiA 55122-I897
PHONE: (612) 681-4600
FAX: (612) 681-4612
iDO: (612) 454•8535
THE LONE OAK TREE
THE SYMBOL OF STRENGTH AND GROWTH IN OUR COMMUNITY
Equal Opportunlty/Alfirmative Acilon Employer
MAINTENANCE FACILITY
3501 COACHh1AN POINT
EAGAN, MINNE56iA 55122
PHONE: (612) 681-4300
FAX:(612)681-0.360
TDD: (612) 454-8535
1 _
WAIVER OF HEARING N0. 513
PROJECT N0. 615R
Special Assessment Authorization
Lull Engineering, Inc., hereby requests and authorizes the City of Eagan,
Minnesota (Dakota County) to assess the following described property owned by
Lull Engineering, Inc.: Pt. Govt. Lot 2 W of STfi#13 Less Pt to RR Property
Idantification No. 10-00900-010-26, for the benefit received from the following
improvements (Project 615R):
ITEK IIQ ANTITY RATE AMOUNT
Storm Sewer
$44,500.00
TOTAL $44,500.00
to be spread over fiftaen (15) years at an annual interest rate of 7% against any
remaining unpaid balances.
Lull Engineering, Inc., for itsalf, executors, administrators, successors and
assigns, hereby consents to the levy of these assessments, and further, hereby
waives notice of any and all hearings necessary, and waives objections to any
technical defects in any proceedings related to these assessments, and further
waives the right to object to or appeal from these assessments made pursuant to
this agreement.
Lull Engineering, Inc., a
Dated:
By:
Its:
By:
Ics:
STATE OF MINNESOTA )
)ss.
COUNTY OF DAKOTA )
On this day of , 1995, before me a Notary Public
within and for said County, personally appeared and
to me personally known, who being each by me duly sworn, each did
say that they are respectively the and of Lull
Engineering, Inc., the corporation named in the foregoing instrument, and that
said instrument was signed on behalf of said corporation by authority of its
Board of Directors and said and aclmowledged said
instrument to be the free act and deed of said corporation.
Notary Public
My commission expires:
APPROVED AS TO FORM:
City Attomey's Office
Dated:
APPROVED AS TO CONTENT:
Public Works Department
Dated:
RELEASE OF HOLD
pa61o6 ??IO Zlc,?
Project Name/Number/Location: Z, u, I? IV? I v.S4 J- ?,Q S
3 o y 5 +?w!t l 3
Legai description: L B Sec/Sub -
Parcel #:
Reason for hold:
Release hold on: Issuance of building permit
Certificate of Occupancy
Other (please explain)
/V ew flans ct.re-- 0 V-
RELHOLD.FX
LTSfl
.
REQUEST FOR HOLD
Project Name/Number/Location:
N?'i v?-?-
Legal descript(on: L B Sec/Sub
Parcel #:
Reason for hold:
?
Place hoid on: Issuance of building permR
Certificate of Occupancy
Other (piease explain)
If approved, this 'hold" wiil remain in effect for fifteen working days. Upon expiration, the
hold may be renewed for addftional fifteen-day periods.
REQNOLD.FM
LTSfi
/
TO:
FROM
DALE SC1i0EPPNER, SENIOR INSPECTOR
DATE: y-/Q_ f S
RE: PLAN REVIEW
The prefiminary ?_ construction plans for ?f?; cs `?4in f Boo
are in our plan review section for your review and comment. YeV%SiO*
Please return this form to mv attention with your signed comments and the date of
review.
If you have any objections to approval of these plans, please notify this department and
resolve any problems with the affected parties. If you are requesting that the issuance
of the building permit be held, please fill out the proper hold request form.
COMMENTS:
ignature
MEMO
city of eagan
PEGGY REICHEf2T, DIRECTOR OF COMMUNITY DEVELOPMENT
SHANNON TYREE, PROJECT PLANNEit
MIKE RIDLEY, PROJECT PLANNER
PAT GEAGAN, POLICE CHIEF
JON HOHENSTEIN, ASSISTANT TO THE CiTY ADMINISTRATOR
DALE WEGLFITNER, FIRE MARSHAL
BILL AKINS, ELECTRICAL INSPECTOR
PUBLIC WORKS/ENGiNEERING/UTILiTIES/STREETS
GENE VANOVERBEKE, FINANCE DIRECTOR
RICH BRASCH, WATER RESOURCES COORDINATpR
Date
PLAN.REV
• I
' - city of eagan
? I"pr
MEMO
TO: PAT GEAGAN, POLICE CHIEF
JON HOHENSTEIN, ASSISTANT TO THE CITY ADMINISTRATOR
DALE WEGLEITNER, FIRE MARSHAL
BILL AKINS, ELECTRICAL INSPECTOR
PUBLIC WORKSIENGINEERINGIUTILITIES/STREETS
GENE VANOVERBEKE, FINANCE DIRECTOR
RICli BRASCH, WATER RESOURCES COORDINATOR
PEGGY REICHERT, DIRECTOR OF COMMUNITY DEVELOPMENT
SHANNON TYREE, PROJECT PLANNER
MIKE RIDLEY, PROJECT PLANNER n
v?
FROM: DALE SCHOEPPNER, SENIOR INSPECTOR 1 ?
l
DATE: y-/O_SS
RE: PLAN REVIEW
The preliminary -,.e- construction ptans for ? U/I - r,41,,sfacs ` R-ih ?-Booy/,
'Y%fiON 'JV--3
are in our plan review section for your review and comment. Ye
Please return this form to mv attention with your signed comments and the date of
review.
If you have any objections to approval of these plans, please notify this department and
resolve any problems with the affected parties. If you are requesting that the issuance
of the building permit be held, please fill out the proper hold request form.
COMMENTS:
ignature
Date
PLAN,REV
. .a
REQUEST FOR HOLD
Project Name/Number/Location: L u It .Z?x L 542r 1 G S
Legel description: L B Sec/Sub
Parc:el #:
Reason for hold:
Place hold on: Issuance of building permft
Certificate of Occupancy
Other (ptease expiain)
9.5-
If epproved, this'hold" will remain in effect tor fifteen worktng days. Upon exptration, the
hold may be renewed for additional fi(teen-day periods.
REQHOLD.FN
LTSfI
_ city of eagan
TO:
FROM:
DATE:
RE:
JIM STURM, CITY PLANNER
PAT GEAGAN, POLICE CHIEF
JON HOHENSTEIN, ASSISTANT TO THE CITY ADMINISTRATOR
DALE WEGLEITNER, FIRE MARSHAL
BILL AKINS, ELECTRICAL INSPECTOR
PUBLIC WORKS/ENGINEERING/UTILITIESlSTREETS '
GENE VANOVERBEKE, FINANCE DIRECTOR
RICH BRASCH, WATER RESOURCES COORDINATOR
PEGGY REICHERT, DIRECTOR OF COMMUNIN DEVELOPMENT
SHANNON TYREE, PROJECT PLANNER
MIKE RIDLEY, PROJECT PLANNER
DALE SCHOEPPNER, SENIOR
Z/z 0 p s
PLAN REVIEW
MEMO
The preliminary -?L construction plans for LuGG ?+? urTK i? S
are in our plan review section for your review and comment. Piease return this form to mv attention with your signed comments and the date of review.
If you have any objections to approval of these plans, please notiTy this department and
resolve any problems with the affected parties. If you are requesting that the issuance
of the building permit be held, please fill out the proper hold request form.
COMMENTS:
ignature
ae
ww.Mv
RELEASE OF HOLD
Project Name/Number,
95- 5y- i,?
Legal description: L B
Sec/Sub
Parcel #:
Reason for hold: ?C?7c(u?'raT.. o{ Sz?,-H. ?rr?h??e 155ue5
. C,??y ?ro?. (ol?J 12 Release hoid on: '-'? Issuance of building permit
Certificate of Occupancy
Other (ptease explain)
pu? ?Xfl?.s id?. ? 9 Y?Ova.?A' ha5 ? D¢a?"rhq oh Sr?, ?ra?h
155Gf? ?Yn 55? w? //7T(T. ?v/'J`r ?.
RELNOLD.FX
LTSf 3
ooqoo - oia• Z?-
REQUEST FOR HOLD
ProJect Name/Number/Location: ??? r?y,?rres 3u?/?P?y!L64tnsli2;/
y7'vr-K / ?DyV ?s
Legal description: L B Sec/Sub
Parcel #:
Reason for hold: Resa/ufrvy. of 5fe?-?. Aa,keT-Q- i551fes ?'I% v44e
a,reG AIL
Place hold on: f Issuance ot building permit
CertNicete ot Occupancy
Other (please expiain)
H approved, this "hold' will remain in effect for fifteen working days. Upon expiration, the
hoid may be renewed for additional frfteen-day periods.
REQNOLD.FN
LTS/1
Zul( ?? <jiqa6R j/t?6t?VaT q? fj,.oq?s-i? i?h ?4.u
aVt(X?n ?' . o'/n.- ?'?? . ?vc SfOrv+t !?5g.yef
MEMO
city of eagan
TO: PAT GEAGAN, CHIEF OF POLICE
JON HOHENSTElN, ASSISTANT TO THE ClTY ADMINISTRATOR
DALE WEGLElTNER, FIRE MARSHAL
BILL AKlNS, ELECTRICAL INSPECTOR
PUBLlC WORKS/ENGINEEi21NGlUTILITIESiSTREETS
GENE VANOVERBEKE, FINANCE DIRECTOR
RICH BRASCH, WATER RESOURCES COORDINATO
MIKE RIDLEY, SENIOB_P_LANNER. ;
FROM: DALE SCHOEPPNER, SENIOR INSPECTOR
DATE:
RE: PLAN REVIEW
The preliminary -7-' construction plans for "LI' //""'x I
are in our plan review section for your review and comment. ?-
Please return this form to irly attention with your signed comments and the date of review.
If you have any objections to approval of these plans, please notify this department and
resolve any problems with the affected parties. if you are requesting that the issuance
of the buiiding permit be held, please fill out the proper hold request form.
COMMENTS: 0
AlOha-kCg? 16, t3• cis
i ature ate
PLAN.REV
4b!
city of eagan
MEMO
TO: PAT GEAGAN, CHIEF OF POLICE •
JON HOHENSTEIN, ASSISTANT TO THE CITY ADMINISTRATOR
DALE WEGLEITNER, FIRE MARSHAL
BILL AKINS, ELECTRICAL INSPECTOR
PUBLIC WORKS/ENGINEERING/UTILITIES/STREETS
GENE VANOVERBEKE,_FINANCE DIRECTOR
RICH BRASCii, WATER RE50URCES COORDINATO
MIKE RIDLEY, SENIOR PLANNER
FROM: DALE SCHOEPPNER, SENIOR INSPECTOR
DATE:
RE: PLAN REVIEW 30yS l??y ?3
The preiiminary ? construction plans for "'' I/?"'?
are in our plan review section for your review and comment.
Please retum this form to my attention with your signed comments and the date of review.
If you have any objections to approval of these plans, please notify this department and
resolve any problems with the affected parties. If you are requesting that the issuance
of the building permit be held, please fill out the proper hold request form.
COMMENTS:
'/' f
J
I B/i n?9 f'
ignature
ate
PLAN.REV
4100
city of eagan
MEMO
TO: PAT GEAGAN, CHIEF OF POLICE
JON HOHENSTEIN, ASSiSTANT TO THE C1TY ADMINISTRATORJ
DALE WEGLEITNER, FIRE MARSHAL
BILL AK1NS, ELECTRICAL INSPECTOR
PUBLIC WORKS/ENGINEERINGlUTILITIESISTREETS
GENE VANOVERBEKE, FINANCE DIRECTOR
RICH BRASCH, WATER RESOURCES COORDINATO
MIKE RIDLEY, SElVIOR PLANNER
FROM: DALE SCNOEPPNER, SENIOR INSPECTOR
DATE: ?V'? ? 30yS I?Wy ?3
RE: PLAN REVIEW
The preliminary ,.? construction plans for
are in our plan review section for your review and comment.
Please retum this form to my attention with your signed comments and the date of review.
If you have any objections to approval of these plans, please notify this department and
resolve any problems with the affected parties. If you are requesting that the issuance
of the building permit be held, please fill out the proper hold request form.
COMMENTS:
_ lo
ignature a e
PL4N.REV
cTHOMAS EGAN
March S, 1995 "'°Y°`
PATRICIA AWADA
SHAWN HUNiER
SANDRA A. MASIN
THEODORE WACHTER
MR CHRIS LAMBRECHT Councll Membeis
1771 YANKEE DOODLE RD THOMAS HEDGES
EAGAN MN 55121 CityACminisirator
E.J. VAN OVERBEKE
CiN Cleik
RE: LULL INDUSTRIES
PAINT BOOTH EXPANSION
TO WHOM IT MAY CONCERN:
We have completed our review of the construction documents submitted in pursuit of
obtaining a building permit for the above-referenced project. This review is not intended
to be an exhaustive and comprehensive report. It is our goal that this review will help you
in complying with the applicable codes and we are, therefore, requesting that the following
items be addressed:
Mechanical drawings must be provided indicating compliance with 4he Uniform
Mechanical Code, Uniform Fire Code Section 45.206, and Uniform Building Code
Section 905'a' which states, in part: "The mechanically operated ventilation system
shall be capable of supplying a minimum of five cubic feet per minute of outside air
per occupant, with a total circulated of not less than 15 cubic feet per minute per
occupant in all occupied portions of the building."
?? The area separation wall detail must be revised to reflect U.B.C. Section 505 'e' 3.
"Area separation walls shall extend from the foundation to a point at least 30" above
the roof." This parapet must consist entirely of non-combustible material.
ri? A completed energy calculation form indicating compliance with the Minnesota
Energy Code must be submitted.
?? Restrooms, both existing and/or proposed, have not been indicated on the plans.
Please provide us with these details. U.B.C. Section 905'd' states, in part: "Every
building, or portion thereof, where persons are employed shall be provided with at
least one water closet."
Please provide us with the results of the soil investigations.
MUNICIPAL CENiER
9830 PIlOT KNOB ROAD
EAGAN. MINNESOtA 55122-1897
PHONE: (612) 681-4600
FAX: (612) 681•4612
TDD: (612) 454-8535
THE LONE OAKTREE
THE SYM80l OF STRENGTH AND GROWfH IN OUR COMMUNITV
Equal Opportun8y/Afihmotlve Actbn Employer
MAINTENANGE FACILITY
3501 COACHMAN POINT
EAGAN; MINNESOTA 55122
PHONE: (612) 681-4300
FAX:(012)687-4360
TDD: (612) 454-8535
f? The waik-thru exit door on the northeast corner of the existing paint shop shall be
revised to reflect the door swing outward due to the additional occupant load on this
building.
The Engineering Division requires additional information on the site plan in regards
to the water main layout. Any questions should be directed to John Wingard at 681-
4645.
If you have any questions or concerns, please do not hesitate to contact me at 681-4699.
Thank you.
Sincerely,
Dale Schoeppner
Senior Inspector
DSfjs
fe- V'S.e?
L?
werC Svb,.a fl-eeo alfe4^
f-l ; ,5 le fi`cr
out
I
R fEm C E VV1,'Ec'- D
JAN 2 3 4qa5
1-20-95
City of Eagan
Mr. Dale Schoeppner
3830 Pilot Knob Road
Eagan, MN 55122-1897
Re: Lull Industries Paint Shop
3045 Hwy 13
Eagpn, MN
Dear Dale,
The intent of this prellminary submittal is to define our intentions for the future
remodeling of the Lull Industries, Inc. paint shop. Currently there is an existing H-2
occupancy used for painting with a square footage of 3053 s.f. Also there is an existing B-
2 occupancy (storage building) with an existing square footage of 2880 s.f. The plans are
to add a 60' x 40' addition to the South of ihe existing H-2 building and a 40' x 50'
additlon to fhe North of the existing H-2 occupancy connecting the H-2 occupancy to
the existing B-2 occupancy. This would result in a H-2 occupancy of 7453 s.f. with the B-2
occupancy remaining at 2880 s.f,
Other than the reduction of square footage in the South addltion this proposal is
the same as the one we brought forward to you at our meeting of 72-22-94, The concerns
at that meeting centered around fhe H-2 occupancy and thier hazard to the string of
exisitng metal pole buildings to the north. The functions for which all of fhe B-2 buitdings
are being used will not change. The reason for fhe connection is one of the Minnesota
winter elements and the need to bring product direct from ihe storage areas into the
prep and painting rooms.
We wouid like you to consider the following proposal. We would propose that fhe
newly constructed additions to the H-2 occupancy be simllar to fhe existing iype 5 1 hr
construction. In addition we would build an occupancy separation wall between the H-2
and the B-2 occupancles. This wail would be of iwo hour fire resistive construction with a
1 1/2 hour fire door with fusible Ilnk. We would like the exisiing B-2 occupancy
construction type 5 N to remain as is based on the Iikiy hazard coming from the H-2
occupancy not from within the B-2 occupancy. Since the separation between the H-2
and the B-2 seams to be the most imporfant we would be willing to construct the
occupancy separation walll'?e an area separation wall with the exception of the
Maximum opening size (owner requires a 20' x 14' door in which-fo- ve equipment).
Please review the pttached preliminary piqn and site sketch, and let me know
ASAP so we may proceed with construction documents. I hope you find this proposal
reasonabie based on the function, and exisiting conditions.
Since?rely,
Daniel Nl. Dege
cc. Chris Lambrecht, ECI Construction
2324 UNIVERSIN AVENUE • SUITE 109 • ST. PAUL. MN 55114 . 612-641-1339 • FAX 641-0149
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AaaCClDtlOn of HGZD.id OROINARY HAZARO GROUP 2I WET SYSTEM _
COntTbCt4T PRECTSION F7RF GpRINKI.ER INC
Contrnat No. _ Drnylng lbe, .r
Name/Addroae of Deaigner KATHY PEIL _
Tolaptiono No, of Ibalgner 653-7247 ?
rlamo/Addreaa of Apvrovina A¢mvy .?„
SYST'@i DESIGN CRIT6RIA: !iB'PA Staixiatd i^atererMa ? NFPA 13
BYetem TyPO,.. (X)HoE ( )ThY ( )Dolugo ( )Proaatlen
Araa of Syrinklor Opot-o,tlon (a4, Lt.) 1500
Denaitr (GfM/ea, ft,) .zo Area per SprSnklor (eG, ft,) 130 -
Inaidc Hoea Alla+nrxoe ((3Pt!) ? putAldo Hooq Allouanoo (M?1) zso^
In Rack Sprlnkler Allocranoe ((iPM)
Sprlnkler or Nozslo: ISake/'tbdel GEM F950 61te (7n. ) ?"
Scrinkler Temperatum RatinY 965 _ Sprlnltler R 8aotor 5.6 a
C«cmodlty StotaBe: 1iFPA Standard Rofatn-joeo
Cocmodlty _ Claaa Iacation
StoraBo Ht. (ft,) Aroe (oq, =t,) Aiale kldth (St'.)
Storaga Hethod. Solld Pilae( X) Pa1leClaod( X) Rack(. X)
Specily othcr daei.gn Qonelderationa and epeciiio HFPA svrarrnn?is:
Rack StoreBo: NFPA Standard Relor+anooa ( ?)
( )Singla Ra+ ( )Cqnventiansl Pallot ( )Autcmatic Storoge (.) ?
( )ikxrble Fo+ ( )Slevc Paillet ( )MAmpeulnted ( )Non_p,neapaulbtec,
( )M,ltlplo Eta+ ( )Solid Stulving
Spocify other daalsn oorlaiderationa end apoeifl.o tOYA pLrayrepha:
H--------------------------- ---^--?-------_.--_..--------^---------------?--'--
A HYdrant I.D, Toat Llate Time of Teat CURRENT
T Hydrant Elev. (ft. ) _$puroo of I)ata CITY OF EAGAN -~
H Static (pel) 81 ResSdildl (p8i) 61 Tast Flar (UTf)
R
Ramp I.D. 6oura! of Aata
S A?'.a Elov, (It. ) Ret'Ced CaD (Mf) Rated Head (Aa7.)
0
P Tank or Rcaervoir T,D, ? SAU.o, o= pata
P Capocity (Gal) 81ev, ot cut1aC (ft,) ?
L -"
Y-------------------------------- ---------------------------- ----------------
CA1)Q7I.ATICN S(.tP? Rk5UL15
To[al Flaw of ( 12) 6prlnklas-a 1n }oo Axea ((ni) 342.0
Colwlet.od DSacha3-Qe Lbrlalty ln }Dw Ar? ( GFMVpy, h, ?20/ isori"--
P1na Nafe Nlabet- wt Syotem inflou yo"t uboC yn G,l?lntiona 70
6Y5'CF?7 D81ATm 81CW et Systam inllow ya»t,
Srwlul" all Slow alloa+uuses (GRi) 592.0
SYS7'FT1 DE?1At1D PRFS.SUR$ et Syntcm iryrlpy pp1nt (Da1) - 69.70
PRECISION FIRE SPRINKLER,INC.
OUTP UT DATA FILE: A:LULLFIRE.CAL PAGE 1
JOB DESCRIPTION: LULL INDUSTRIES OR.HAZ.GR.II WET SYSTEM DATE 3-7-95
---- *
-------- NETWORK
-------- COUNTERFLOW CONDITIONS ...
------------------
----- TRADITIONAL
----------- FORMAT
-------- *
------°-
PIPE EN EN VEL(FPS) --
DIA(IN) PTYPE PR ESS. SUM. RESID.
EN ELEV. NOZ DISCH. PIPE FLOW FRICT. EQ/L PE (PSI) PRESS.
BN (FT) (K) (GPM) (GPM) (#/FT) (FT) PF (PSI) (PSI)
1 14.0 5.60 26.0 8.8 1.097 2.000 0.00 21.50
2 14.0 26.0 0.170 9.00 1.53 23.03
2 14.0 5.60 26.9 10.4 1.442 2.000 0.00 23.03
3 14.0 52.8 0.167 10.50 1.75 24.78
3 14.0 5.60 27.9 15.9 1.442 2.000 0.00 24.78
4 14.0 80.7 0.365 10.50 3.83 28.61
4 14.0 5.60 30.0 16.0 1.682 2.000 0.00 28.61
20 14.0 110.6 0.309 17.50 5.41 34.02
20 14.0 0.00 0.0 9.7 2.157 2.000 0.00 34.02
21 14.0 110.6 0.092 12.00 1.11 35.13
21 14.0 0.00 0.0 19.6 2.157 2.000 0.00 35.13
22 14.0 223.0 0.337 12.00 4.04 39.17
22 14.0 0.00 0.0 30.0 2.157 2.000 0.00 39.17
30 14.0 341.9 0.743 9.25 6.87 46.05
30 14.0 0.00 0.0 13.1 3.260 2.000 0.00 46.05
40 14.0 341.9 0.099 134.50 13.37 59.42
40 14.0 0.00 0.0 7.7 4.260 2.000 5.63 59.42
50 1.0 341.8 0.027 96.10 2.60 67.65
50 1.0 0.00 0.0 7.7 4.260 2.000 0.43 67.65
60 0.0 342.0 0.027 40.40 1.09 69.17
60 0.0 0.00 0.0 3.5 6.280 5.000 0.00 69.17
70 0.0 342.0 0.003 173.94 0.53 69.70
----
5 --------
14.0 --------
5.60 -------
26.4 ----------
9.0 --------
1.097 -----------
2.000 --------
0.00 ---------
22.22
6 14.0 26.4 0.175 9.00 1.57 23.79
6 14.0 5.60 27.3 10.5 1.442 2.000 0.00 23.79
7 14.0 53.7 0.172 10.50 1.80 25.60
7 14.0 5.60 28.3 16.1 1.442 2.000 0.00 25.60
8 14.0 82.0 0.376 10.50 3.95 29.55
8 14.0 5.60 30.4 16.2 1.682 2.000 0.00 29.55
21 14.0 112.4 0.319 17.50 5.58 35.13
PRECISION FIRE SPRINKLER,INC.
CONTINUED DATA FILE: A:LULLFIRE.CAL PAGE 2
JOB DESCRIPTION: LULL INDUSTRZES OR.H AZ.GR.II WET SYSTEM DATE 3-7-95
* NETWORK COUNTERFLOW CONDITIONS... TRADITIONAL
------- FORMAT
-------- *
---------
----
PIPE ------- ---------
EN ------
EN -----------
VEL(FPS) --------
DIA(IN) ----
PTYPE PR ESS. SUM . RESID.
EN ELEV. NOZ DISCH. PIPE FLOW FRICT. EQ/L PE (PSI) PRESS.
BN (FT) (K) (GPM) (GPM) (#/FT) (FT) PF (PSI) (PSI)
9 14.0 5.60 27.9 9.5 1.097 2.000 0.00 24.86
10 14.0 27.9 0.194 9.00 1.75 26.61
10 14.0 5.60 28.9 11.2 1.442 2.000 0.00 26.61
11 14.0 56.8 0.191 10.50 2.00 28.61
11 14.0 5.60 30.0 17.0 1.442 2.000 0.00 28.61
12 14.0 56.7 0.417 10.50 4.38 32.99
12 14.0 5.60 32.2 17.2 1.682 2.000 0.00 32.99
22 14.0 118.8 0.353 17.50 6.18 39.17
* LIST OF FLOWING SPRINKLERS * Default SPRINKLER K= 5.60
-------
NODE ------------------------
RESID. PRESS (PSIG) -------------------------------
DISCH. GPM SPECIFIED K
1 21.50 25.97 5.60 DESIGNATED HMD
2 23.03 26.87
3 24.78 27.87
4 28.61 29.95
5 22.22 26.40
6 23.79 27.32
7 25.60 28.33
8 29.55 30.44
9 24.86 27.92
10 26.61 28.89
11 28.61 29.95
12 32.99 32.16
PRECISION FIRE SPRINKLER,INC.
INPUT DATA FILE: A:LULLFIRE.EL PAGE 3
JOB DESCRIPTION: LU LL INDUSTRIES OR. HAZ.GR.II WET S YSTEM DATE 3-7-95
* FITTINGS AND EQUIVA LENT PIPE LENGTHS *
-------
BN --
EN -------------
DIA. 45E ---
90E ----
LTE ------
T/C ----
BV - °-
GV -----
CHV ------
+/- -------
FIT ------
PIPE --------
TOTAL
IN. EQ/L EQ/L LEN EQ/L
1 2 1.000 0 0 0 0 0 0 0 0.0 0.0
-- 9.0
----- 9.0
--------
-------
2 --
3 ----------
1.250 ---
0 ---
0 ----
0 -------
0 ---
0 ----
0 -----
0 ------
0.0
-- -----
0.0
------- -
10.5
------ 10.5
--------
---- °-
3 --
4 ----------
1.250 ---
0 ---
0 ----
0 ---- °-
0 -°
0 ----
0 -----
0 ----
0.0 0.0
----
- 10.5
------ 10.5
--------
-------
4 --
20 ----------
1.500 ---
0 ---
0 ----
0 ------
1 ----
0 -----
0 ----
0 ------
0.0
- -
-
10.0
------ 7.5
------- 17.5
--------
-------
5 --
6 ----------
1.000 ---
0 ---
0 ----
0 ------
0 ----
0 -----
0 -----
0
- ----
0.0
--- 0.0
------ 9.0
------- 9.0
--------
-------
6 --
7 ----------
1.250 ---
0 ---
0 ----
0 ------
0 ----
0 ----
0 ---
-
0 ---
0.0
-- 0.0
------ 10.5
------- 10.5
--------
-------
7 --
8 ----------
1.250 ---
0 ---
0 ----
0 ------
0 ----
0 ----
0 -----
0 ----
0.0 0.0
--
-- 10.5
------- 10.5
--------
-------
8 --
21 ----------
1.500 ---
0 ---
0 ----
0 ------
1 ----
0 ----
0 -----
0 ------
0.0 -
-
10.0 7.5
---- 17.5
--------
------
9 ---
10 ----------
1.000 ---
0 ---
0 ----
0 ------
0 ----
0 ----
0 -----
0 ------
0.0
--- ------
0.0
------ ---
9.0
------- 9.0
--------
------
10 ---
11 ----------
1.250 ---
0 ---
0 ----
0 ------
0 ----
0 ----
0 -----
0 ---
0.0 0.0 10.5
---- 10.5
--------
------
11 ---
12 ----------
1.250 ---
0 ---
0 ----
0 ------
0 ----
0 ----
0 -----
0 ------
0.0 ------
0.0
- ---
10.5
------ 10.5
--------
------
12 ---
22 ----------
1.500 --
0 ----
0 ----
0 ------
1 ----
0 ----
0 -----
0 ------
0.0 ----
-
10.0
----- -
7.5
------- 17.5
--------
------
20 ---
21 ----------
2.000 --
0 ----
0 ----
0 ------
0 ----
0 ----
0 -----
0 ------
0.0 -
0.0
--- 12.0
------- 12.0
° ------
------
21 -- °
22 ---------
2.000 ---
0 ---
0 ----
0 ------
0 ----
0 ----
0 -----
0 ------
0.0
-- ---
0.0
--
--- 12.0
------- 12.0
--------
------
22 ---
30 ----------
2.000 --
0 ----
1 ----
0 ------
0 ----
0 ----
0 -----
0 ----
0.0 -
6.3 3.0
---- 9.3
--------
------
30 ---
40 ----------
3.000 --
0 ----
0 ----
2 ------
0 ----
0 ----
0 -----
0 ------
0.0 ------
13.5
----- ---
121.0
------- 134.5
--------
------
40 ---
50 ----------
4.000 --
0 ----
0 ----
1 ------
0 ----
0 ----
0 -----
0 ------
0.0 -
8.1
------ 88.0
------- 96.1
--------
------
50 ---
60 ----------
4.000 --
0 ----
0 ----
0 ------
0 ----
0 ----
1 -----
1 ------
0.0 32.4
--
- 8.0
------- 40.4
--------
------
60
------ ---
70
--- ----------
6.000
---------- --
0
-- ----
0
---- ----
2
---- ------
0
------ ----
0
---- ----
0
---- -----
0
----- ------
0.0
------ --
-
23.9
------ 150.0
------- 173.9
--------
120
100
80
60
40
2U
0
1 2 3 4 5 6 7 8 9 lU
GPM = CHART VALUE X 100
FIRE HYDRANT Static/Residual FLOW DAiA = 81 i 61 3080
HMD Area + Flow Hllow. = Total Demand GPM = 342 • ZSU = 592 GPM
Safety Marqin Pressure B Total Demand PSI = 10.4 PSI 0 69.7 PSI
-??
E C 1
BUILDIh'G CONTRACTOAS
Mar'ch 2, 1995
City of Eagan •
3830 Pilot Knob Rd.
Eagan, MN 55121
Attn; Dale Schoepner
Re: Lull Industries
Paint Shop Addition
Eagan, MN
Dear Dale,
Between the new prep area and the existing dry storage
area a 14'x13' opening is shnwn. We understand that this
opening is being al7owed as lnng as the existing dry
storage area is sprinkled to meet cnde. The existing dry
storage area building will be sprinkled in order Co comply
with t,hi5 agreement.
E C I BUTLDING CQNT CTORS
qil
eDG/lr
1771 Vankee Doodle Foad Eagan, Minnesota 55127
Phorte (612) 452-0555 • Fax (612) 4520057
Equal OppoRUrtity Employer
? ?:F ?S?M1t11L? : GOVER;5HEET.. ;-
D te: 3-4-96
70• ECI Buiiding Contractors
At ; Chris Lambrecht
Fa 452-0067
Re Lull indusiries
Eagan, MN
Ar hitect's Pro)ect No, 95005
I'IhifC VJJ - J? l'J`J: V.IG
En losed is the energy envelope calculqtlons for LUII Industries paint shop. I am attempting
to ontact Dale 5choeppner to discuss pny Architectural issues he may have with this
a dition, and hopefully get them resolved prior to your meeting.
If ou have an uestions pr camments lease ive me a call.
SIGNED: J?$N1ELM_DFGE
2324 UNNERSIN AVENUE • SUITE 109 • ST. PAUL, MN 55114 • 612-601-1339 • FAX 641-0149
r u1?v-unila? nrt?na
.. rf
?
f PROJECS M Z J 5095;
EKTERIDR ENVELOPE AVERAGE ON" GOMPUTATiON
.ivi reit rinrt ?.r D: U?: eI_I
DATE_ 3' S• ,
?OWNER
; ADORE88
? 61TE pU0RE89 4Pw+5
f
I
i Determine ftorking Squere iootaDe of Eech
'. 1. Totel exposed ralt eree eq. ft. x reqid "U" '017? ___ • "r??
i 2. Tatel rocf/celling aree CJz5`5'O5 sq. ft. x reqld "u• • 0?5 r
Totalc
?
I o. Wall (Above Greda) .....................................
} b. Yetl (Above Grade).......................................
C. 4e11 (Above Gratle).......................................
? d. Wall (9elow Crade) .................................•'•...
! e. YeU Ceelou Grade) ...............................
; f. 10% freminp Aree ......................................... .
?. ................................
h. ooor nree ................................................ CB3
{
? D2telmine lWll valw Of leGh MeU eagnent.
x d„II
b. x
I
c. x "tl" _
?
i . d. x ap,. a
i
e. X 1ylu -
i i. z `Ni.
x???? • I 3 C'e I• 4
h. xIw„ . 2} I 3. 3
3 ..............................................................Total:
if item 93 te the sema as, ar less then item qi, you beva met the lntent of SBC 6006(c)2.
' "" • •' ••• "••••• ??" ? ^"J? ?? JJl rYJJ Il!'If[ GJ JJ 'U7: GJ
?
?I Totel prose roof/ceiling 6raa • Srd' °??1
i t. Raof (A) ........ ......... ....................
i
Yoof (6) .........................................
` k. ROOf (C) .........................................
i
? r
' L. tOx Fremin9 Araa ............... J?gU
DetermSne "11" value fof esch roef/ceiling 9eproeni.
1- -;"1 X °U" . C77_Lv I 'a I
j, x upn .
k. X "U" _
xIIUn . 0 3? • l?`i_. S
? 4 .............................................................. Totel:
?.lf tctat #4 ie the aems es, or lese thm F2, you heve met the intent cf SBC 600E(e)l..
i
! To utlHxa Ths total envelope eystem method, the veluee erteblfahed by th¢ sum of lteme #3 end N4 sAall rwt
! ba qreeter then the eun uf lteme 81 antl 92.
1 /
+ 2. ?r72. e 4Q '???
? s. 47??.4. t5d C?25
?
4 S. vloor aree over
unheeted space Bq. ft. x Feqjirad °U" ?
aq. ft. x aetermined wU"
n
?
a?,,-qr
,p Mike Lins
l?
NT Test Manager
?
iqNIJ/OM/{ ??
. 3045 Highway 13
Sain[ Paul, MN 55121
/ Tele: (651) 4544300
DirecC
651
(
) 686-1207
jMObile: (651) 238-6449
? . .
{i
Fax (651) 454-6395
?? 6mail:mlins@omniquip.textron.com
JRN-8-1998 10:08P FROM: I
?1.
i
Lu//
L?/NT FN M4 TIO N? L
Fm
TO:6514546395
3oasHO"13, sa?r? ?e, na? ss,z?
6si.ws.Izw
r-SK651.a54.s95
to: Bemard Stwh Fmne M1ce t3ns
Fs)c 651-4345086 Pagex 1, induding ffiis caver Pa9e
Phonea 651-454-9455 Cafe: Wednesday,NpVelnbef07,2001
Ra: Pdrrt release Cc:
? Urgent 0 For ReMew ? Please Comment 0 Ptease Repiy ? Pkase Recyua
;If your receipt uf UtiB transmission is in etmr, please nofity us imnrediately 6y colleet Call t0
651.686.7207 and serW the aigLW hansmisslon to us by retum ma7 at the above addrese.
This transmisaion is iMetded for 1he sole use ut the ind'rvidusl and ett4'ty ta whom q is
addreased, and may cantain uAommatian that is Pfirik9ed, wnfitlerdial end exempt fram
disdosure urtder applicable law. You are hereby notifietl that eny dtsseminadon, distriptiNan a
dupi'icabon of thts transmission by someone otlier Mm the inoendef addmssee w ifs
destgnated agen} y aWctly prohibited.
Please sign statement below and fax to 657-454-6395
" t give the City of Ea?gan permission to copy l.ull
International bui[ding drawings vvsth my signature on
thern tor Mike Lins:'
m
````1un?pqiqi
G. sT?o
? m?' REGISTERED ';
Bernard Stroh, PE, Reg# 14269 =: pROFES510NAL e
! ' EN6INEER ?
f;' 14269 .'c
- ?j:• ?
P:1/1
iiiu7iu1 "Eu 14:41 reu HDLtlL13L154U txn + nssociates
11i07/2001 R'ED 17:40 F9% 851 45; 8385 04 TEST 9hD DBYELOPp{EtiT'
` ? LU?? ?ia.r.ac
F?
30451-LgtNray 13, 9a1M Pdl4 MN 95727
867.$86.72CY!
faX 557A54.8395
Ta Cofn Evjnson Frow Mike Uns
Froc 952-89&2640 Pages 7. kiduKr" fINS covqi page
Phanec 672-B5a7206 Dabee WAdnesdaY, Novem6er 07.2001
RW Pririt release cc:
?!I?geni O For eavisw ? Pleas. Commemt ? Plese Reply ? Wease Raryde
If Your receipt of rii[s transmissan Is 1n error, please notlryr us immediatelyr by colfect call to
65"fS86.1207 and send !he original transmissiort to ua by retum ma11 at the above address.?
This trensn+ission is intended for the sele use of the individual and entiiy to whom ft Ps
addressed, and rtuy coMain iMothpNon that is privleged, corvrWmtial and exempt EroT
disclosure under sPDlicable 1aw. You me hereby hotiHed *A eny dlaseinination, distrib?rtian or
duplication of this iransmission bY saneone o?her tFm ihe irttended eddresaee or its
roease sign siatement below and fax to 651-454-6395
" 1 give the City of Eagain permission to copy Lull
intcrnational building drawings with nny signature on
thern for Mike L.ins." ?/ ?,?„?, „? ??,,, (?
.7
wiuul
Imooi: ool
?as' - ?? - s'arto. D??? ?C
?ti??
X ?
Colin Evenson Reg# 18727
:1:X :Y$;:i(:$in'%?''?N'+id:} ,;R>?? ?ry•:;hw.?.?.?y.k'ii?y„??:M;k'm"\:W??o;<'t:;;'>':i??!:
C.:.C7Y OF EnGpi?J
CFtMPFi;:. S TEI'-;MTh!f:l... NO . 74?Sj
P17E;: 11!18/98 '(IM-_^ i.059.c23
R? (• , t rrr..?_: '( ??.
xIC ?.. Y? 1.: :1..1..Tt?... lF; -
?., ..(_ ?I-i'?,•.,,:.., .
?5?_
:if:'LO 'a{?pt 3045 1-!k!`! :L.:> ri„i1.c,.r..".i
.., •.,, _ 2072.96
,,•r c_c.
.. ,..... ..:,I. .:r:J 1114Y . o r.?i:U.i S?C.[?:l 304.°i fq!^!Y V., (iF.,(:le`,riC
3-?,.i..o .. :..?? `Ji_,c..l ,?i iJt,.? =-? 1-IhaY . .., 5Uf
r .i..? _..)0
, ?,. - -..;..,..
.. ..:
:a:a. r.???.,r_,p, -:r?r„?,, ? _
,..?... ?. ,.i_..7 .
CFi(:l994? 7
US'c:Fi T:iiY f.A?7CY
?'?', 1:Y,(:4';,.;'F.", d,•Rri0'(•i$ynY,O"1:7:!>', %::$:7!nO:::?;:Y::f?$)'. ;?.;:Jr^? :':?i)'r`]K?';$(
COY OF EAGAN
3830 Pilot Knob Road
Eagan, Minnesota 55122-1897
(651) 681-4675
SITE ADDRESS:
P_I,N.? 10-00900-01e-26
DESCRIPTION:
3en6 hwv a.s
LOT: 1 BLOCK: 26
secI Tor! s
WELUING SHOP
t3uilding?Permit Typa
6uilding Work Type
'UBC Occupancy'ConstrucYion Typ'e
Zon.inq
Building Length
Buzldinq Width
PERMIT TYPE:
Permit Number:
Date Issued:
COMM. jIiVL). ?»+
NEW
F2,t3
VN
I
200
7_0@
t3uilding staries 1
Square Feet . . 1.980
Census`.E-pehe 320 TNLIU5T'RIAL
REMARKS:
PLAN F2L`-VIEWEI7 8'I WA1'NE NI:LLE:It..
PERMIT
ouzL D xNG
034N2].
1:LJ:18/98
. . . . . _ . ?.1 ,_. . .
I-GGU-'r3 UHTTL RECEIPT ".. i i i v Rf3-i .
FEE SUMMARY:
VALUATTOIV
Ease Fee
Pl.an Review
Surcharqe
Subtotal
4.6 112 25
$3,912.96
-----$_650 _L0
$10,745.21
t 1.Ag0 .G10 0
WFlTER PERMTI" $50,00
WNTER SURCNARGE
ror.al Fee $10.795.77.
CONTRACTOR: - pUplrcant - OWNER:
ADKTNS COMPANIES. 7NC. 26865000 LULL IN7ERNA7IONHl
2920 SII_VER BELL RQ 30 95 HWY 13
EAC,AN hiN 55122 FAG AN MN 55121
(612) 686-5000 (651)454-4300
1 I hereby acknowledge that I have rpad this applicat_ion ar7d state that the
information is correct and aqree tio comply witll all app7.icable State o'F Mn.
Statutes and Gitv of Eaqan Ordinances. J
?
APPLICANT/ RMITEE SIGNATURE 6UED 8Yr SIGNATU E
1998 BUILDING PERMIT APPLICATION (COMMERCIAL) ? GIU-f& f
CITY OF EAOAN acT ' S
681-47
Submit followinq to obtain necessarv pertnit C? 'rQ
15'??8
Foundation Onl New Construction interior Improvement
atructurel plans (2 sets) arohRecturel plens (2 sets) erchiteGUrel plens r? .--?_ (2 sets)
civil plans (2 sets) strudurel plans (2 sets) code analysis (7 )"
coda analysis (1) " Gvil plens (2 neta) project specs (1 set)
soils report (1) landscaping plans (2 sets) Key Plan
projectspecs (t) oodeanalysis (t)" energycalwletions (1)notaAveys«
Special Inspedions 8 Testing Schedule " soils report (1) Electric Power & Lighting Fortn (t) not akways "
SAC detertnination letter from MCANS - SAC tletermination btter hom MChNS • SAC determination letter from MGWS -
dA 602-1000 call 602-1000 ca11602-1000
Speaal Inapections & Testing Schedub (1) "
projecl specs (1)
energyealwlations (i) "
Electric Power 8 Li htin Fortn (1)
-- contaa auuaing inspeaions tor sample
Food & Beverage or Lodging facilities: Plan must be submitted to Minnesota Department of Heafth. Call 215-0700 for details.
DATE: l6' ?? 7s> WORKTYPE: "?NEW _ REMODEL
DESCRIPTION OF WORK: ,?4/ ??
r 70J voo
F/ O ?pOr 6
CONSTRUCTION COST: I 3O', ?'d TENANT NAME: G U LC.- ????'?jV?i?o?aYc_
SITE ADDRESS: SUITE #:
LOT I BLOCK a?o SUBD. P.I.D. #
PROPERTY
OWNER
Name: Z v e_ E" ? N 1?',2-f44?li.c-f? Phone
Last First
Street
-5?? /-4, IL
City ? ei? 'Y G rn
?
State: '110? Zip:
GGL? 2' / ?-77? (
Company: /-t'.17K ( N 5 eOti1 Pit ?J! E S Phone #:
CONTRACTOR
StreetAddress: ?-e ? License# _
Ciry °r 9a ?- State.?-?4-- Zip: 75--?-72-3
ARCHITECT! .
ENGINEER Company: 4PIL"N5
Name:
?.
Sheet Address:
City
Sewer 8 water licensed plumber (only H instailing sewer & water):
State:
Phone lt:
S?v -- /2 a r,
Registration #: / z ?O 1 (
Zip:
I hereby acknowledge that I have read this application and stete that the informatio ' correct and agreecompl with ali applicable Stete of
Minnesota Statutes and City of Eagan Ordinances. I
Signature of Applicant:
OFFICE USE ONLY
R
i
BUILDING PERMIT TYPE
? 01 Foundation
? 18 Comm./lnd.
WORK TYPE
-Y 31 New
? 32 Addition
GENERAL INFORMATION
?15'19 Comm./Ind. Misc.
? 20 Public Facility
? 33 Alterations
? 34 Repair
? 21 Miscellaneous
? 35 Tenant Finish
? 37 Demolition
Const. (Actual) Vk) Basement sq. ft. MCNVS System x
(Allowable) V 1? First Floor sq. ft. I vsfo City Water X
UBC Occupancy F P sq. ft. Fire Sprinklered _>e,
Zoning sq. ft. Census Code 3 2 G
# of Stories -4-_ sq. ft. SAC Code ?
Length A001 sq. ft. Census Bldg. _QL
Depth ?D Footprint sq. ft. 1 ! Census Unit ?
APPROVALS
Planning Building Engineering Variance
Permit Fee LiLa. a? Valuation:
Surcharge
Plan Review 9 -1 a -`? (o
MCNVS SAC -
City SAC -
Water Conn. --
S/W Permit ?
S/W Surcharge _ SO
Treatment PI.
Park Ded. --
Trails Ded.
Water Qual.
Other ?
$ 37Do oa
? 33Fs?sc? o Ql?-zmsSlpl "`A'a'?'`??
Copies C O V,?cs V)L?
Total: 1 C? ,^I ??°I I ?? C.j,??
? VnA uLJ
°k SAC ?
SAC Units n
Meter Size o
l ?vX?c? _ ? 6 ooZ>
=
379 Q d
':MMr;"01:?C M?>,4),A':hR<?M1)Y•?:>F.?.?J?C.?TI:itI[,:1S?mN,:ryY1 V :F;U)1:j****
cz-rY CiF- Ei4G;iaN
CtA'?IdIER;, i 1'["Rt17NAL i•lCte 774
DA'ii=:n 10i30198 Y]:NiG:: 0:5104
iD:
NnNiE:, Aiq•;:t?S ?:GM:'AN:f.f-.f: iNC
2e.,_, ...i -, ? ::,:a_,i. .?ofi? i1??,?„ ,-:? ,:.??a,, „?rs
.?.,..
,:, -?, ...., _.
C
iot,al Fieceipk Acnc,urr';: 9,431,.25
Ckf :9F:i :63
U!3!_;i :t11o r7f,Nf;y
x* %kk-R:#ix* * * m%M * * * ;k*?>srF"r?Ati',? x:aM,: r,",:?k" u?R* *X?
- W830PIIkoRKnob EAGAN
Road
Eagan, Minnesota 55122-1897
(651) 681-4675
SITE ADDRESS:
P,I.N.; 10-00900-010-26
DESCRIPTION:
PERMIT
3045 HWY 13
LO1"e 1 ELC1CKa 26
S£CTION 9
PERMIT TYPE:
Permit Number: BU I t. D I N G
033840
Date Issued: 10130/9S
-_,?_. LuLL INrFRNmrIoNwL
Bi.iJii ciing`YP armir Type FpUNtJATIOtV
Byfilding Wdflk Type AlFW
G'erisus Ccide 320 INpUSTftIAI_
L?
,
i
1Y, . . /..:
--
?
v:
REMARKS:
PLFlN REVTFWEfJ BV' WflYNE MILI_ER.
ARCHiTECT: ADKSNS COMPANIES REG #12699
FEE SUMMARY:
vRLiiflI-zon? ?10,00e
8ase Fee $152,25 CITY SAr $6430.00
Surcharge $5,08 TRERTMFNT PL, $2,664.00
SflC $6 ,0 0 P.@m 'WATER WASVEft-4ir5l 4' $.OGl
SAC % 100 Ff.IR CONNECTION"
SAC Units 6 Tota1 Fes $9,431.25
Subtotal $6n16'7,25
CONTRACTOR:
,AOKNS COiVST INC
2G?- 0 SILVER
EAGAN
'(61?!) 686-5000
- AGp.licant -
26865000
BELL Rp
MN 55122
OWNER:
LULI_ .INTEftNATIONAL
3045 HWY 13
=AGAN MN
(651)454-4300
5512'S
I herehy ackrrowledga that T ttave read this
information is cnrrect and agres tq Gom.p,ly
5tat'utes and City o1= Eaqan Ordinances.
?
__7
ICA PER TURE
applicatiort and state that tha
with all appYicable State af Mn.
?
?? ISSU?aY.. SIG?ATUR-
fU•?C,
1998 BUILDING PERMIT APPLICATION (COMMERC f
?•' CITY OF EA(iAN
681-4675 ?-3 q)H'3 I.?
Submit following to obtain necessarv oermit " f- ? S "
li ,
OCT - 81998
;/
Foundation Onl New Construction Interior Im rovement
structurel plans (2 sets) archkecturel plans (2 sets) archReGurel plans (2 sets)
civil plans (2 sets) struCurel plans (2 sets) code analysis (1) "
code enetysis (1) " civil plans (2 sets) project specs (7 set)
soils report (1) landscaping plans (2 sets) Key Plan
projectapecs (1) codeanarysis (1)" energycalalations (t)rrotaMrays"
Special Inspeetiona & Testing Schedule " soils report (7) EleGric Power 6 Lighting Fortn (1) not aNrays ^
SAC detertninstion letter irom MCMlS - SAC determination letter from MC/WS - SAC determination letter from MC1WS -
call 602-1000 call 602-7000 call 602-1000
SpeGal Inspedions & Testlng Schedule (7) "
project spees (1)
energy calculations (t) °
Eleetnc Power 8 Li htin Fortn (7 "
-- coniaa nuuaing mspecnons tor sampie
Food S Beverage or Lodging facilities: Plan must be submitted to Minnesota Department of Health. Cali 215-0700 for details.
DATE: /a - 8-17 S WORK TYPE: ?-PNEW REMODEL
DESCRIPTION OF WORK:
?
CONSTRUCTION COST:
SITE ADDRESS: -5v T S?
TENANTNAME:
/3
SUITE #:
LOT ? BLOCK a(0 SUBD. Se cjih C Y\ ? P.I.D. #
Name: LJ L c- ?t?-? rl2cz `?-t o G, C\ Phone #: S'K `f3o 0
PROPERTY Lazt First
OWNER ?D ?? ?/''N ??
StreetAddress: i '??" ?
City ?Q/?c 4- state: zip:
?/q 770/
Company: 14 ,e- INS ?I7????/r (2 5r Phone
CONTRACTOR
Street Address; ?2ZU ?avYV? /?=? ?? L cense
CitY State: !0- Zip: 5?( 2 3
ARCHITECT/ ?j? (N? ?/?'z?9i
ENGINEER Company:
Name: ?c- ?cJ Pw Su t1
670(
Sheet
City
Sewer 8 water licensed piumher (only if installing sewer 6 water):
State:
Zip:
I hereby acknowledge that I have read this application and state that the infortnation is cortect and agree to com/pl/y with all appliceble State of
Minnesota Statutas and City of Eagan Ordinences.
Signature af Applican
Phone #: 0 / 26 6
Registration #: I Z (" C7 (
OFFICE USE ONLY
??.
BUILDING PERMIT TYPE
X 01 Foundation
? 18 Comm./ind
WORK TYPE
& 31 New
? 32 Addition
GENERAL INFORMATION
Const. (Actuai)
(Allowable)
UBC Occupancy
Zoning
# of Stories
Length
Depth
APPROVALS
Planning
? 19 Comm./lnd. Misc.
? 20 Public Facility
? 33 Alterations
? 34 Repair
Basement sq. ft.
First Floor sq. ft.
sq. ft.
sq. ft.
sq. it.
sq.ft.
Footprint sq. ft.
Building t?Civ? Engineering
? 21 Miscellaneous
? 35 Tenant Finish
? 37 Demolition
MC/WS System
City Water
Fire Sprinklered
Census Code 320
SAC Code 3 0
Census Bldg. o /
Census Unit 49
variance
Permit Fee
Surcharge ?oa
Plan Review -
MCMlS SAC 6 060. ctP /doow4
City SAC 001U6
Water Conn.
S/W Permit -
S/W Surcharge ?
Treatment PI. 26EffJ00 N'/yX6
Park Ded. -
Trails Ded.
Water QuaL -
Other J
Copies -?
Toeal: 9, v 31, ?? 1,/
% sAC ioo
SAC Units 6
Meter Size
Valuation: $ /a, 000
/
DJ? r/ D
V V
d OJa--d 'PAti ?A? k?) w .
G. C L o?t?i?,? I 0- 3U -°? ?
?!}
? ?
WAIVER OF HEARIlVG NO. 586
SPECIAL ASSESSMENT AUTHORIZATION FOR CONNECTION CHARGES
Lull Lift Corp. hereby requests and authorizes the City of Eagan, MN (Dakota County) to assess
the following described property owned by Lull Lift Corp:
10-00900-010-26 Legally Described as Pt Government Lot 2 West of State Trunk Highway 13
Less Part to Railroad.
for the following connection and availability charge:
ITEM QUANTITY
Lateral Benefit Water 1,878.98 FF
Less Credit for Crossing of State Trunk Highway 13
Connection Charge
TOTAL:
RATE
$27.15/ F.F
AMOUNT
$50,992.85
(26,770.50)
$24,222.35
$24,222.35
to be spread for a term of 10 years at an annual interest rate of 6.5% against any remaining
unpaid balances.
You may pay any portion of these special assessments within thirty (30) days of signing the
Waiver without interest at the Eagan Municipal Center. If you pay after the thirty (30) day
period, interest will be chazged from the signing date to December 31" of the curcent year.
The undersigned, for themselves, their heirs, executors, administrators, successors and assigns,
hereby consent to the assessment of these connection charges, and fiarther, hereby waive notice of
any and all hearings necessary, and waive objections to any technical defects in any proceedings
related to this assessment and further waive the right to object to or appeal from the assessment
made pursuant to this agreement.
Dated: QClob e r Sc? , 19943
A'tAl'a'l t)'J'V.OLn?
ArAWY it. BIN
ES: ppp
Fee Owner: Lull Lift Corp.
Fee Owner -
BY: l
?cs:.?? ?c
??---
7?1 ql ?, ?9a.
2007COMMERCIAL BUILDING rERmrr nrrLicnTiorr 75-
City Of Eagan ??i???L C-
3830 Pilot Knob Road, Eagan Mn 55122
Telephone # 651-675-5675
Plans are considered public information unless you s*-te they are trade secret andhy.
ti.4.A A-474
• acmaurai nans tu sacs i-
• Civil Plans (2)
• Gertificate of Survey (1)
. CodeAnalysis (1) "
• ProjectSpecs (1)
• Spec Insp & Testing Schedule
"
(1)
. Soils Report (1)
• Meler size must be established
1
1
1
1
1
1
• SAC determination - call 651-602•1000
•+ Contact Buildir
*•' Permit for new
• Cedifcate of Survey (1)
• StruGUral Plans (2)
• Archdectural Plans (2) sets
• HVAC unks req'd. on bldg elev. ! site plan
? Civil Plans (2)
? Landscaping Plans (2)
• CodeAnalysis (1)
• EnergyCalculations ' (t)'•
• Emergency Response Site Plan (1)
. Spec. Insp. 8 Testing Schedule (1) "
• Eledric Power & Lighting Fortn (1) "
• ProjectSpecs (1)
• Master Exit Plan (1)
• SACdetertnination-ca11 65 7-602-7 0 0 0
. Fire Stopping Su6mittals
. Fire Suppression/Alarm Fortn
• ArchiteUural Plans (2) sets
• CodeAnalysis (7)
• ProjettSpecs (i)
• Key Plan (1)
• Master Ezit Plan (1)
. Energy Calculations (1) nM always"
• Elec. Power & Lighting Form (1) not always"
• Meter size must ba established-'rf applicable
d
1
1
1
?.
• SAC detertnination - call 651-602-1000
at 651-201-4500 for details regarding tood & beverage or lodging facilities.
Iions to see if it is required and for a sample.
or addition will not be processed without Emergency Response Site Plan.
p
T 0-0
Date Construction Cost ? /J
Site Address 4 U UniVSte #
Tenant Name Former Tenant Name
Description of Work v rn J T27.
Property Owner E)a-vt, GIvre rAA Telephone #( 65 ?) 2-c6? -??'f) ()
Applicantis: Owner X Contractor
- , - Co tact#:
1
Contractor
Address 2? 2'"?"? S?• City /" f Qk :
State Zip Telephone # (61'Z
Arch/Engr Registration #
-s A,ddress . City
:
;;,'$tati$'. Zip Telephone # ( )
Licensed plumber installing new sewer/water service: Phone #:
I hereby apply for a Commercial Building Permit and acknowledge that the information is complete and accurate; that the work will be in
conformance with the ordinances and codes of the City of Eagan and the State of MN Statutes; I understand this is not a permit, but only an
application for a permit, and work is not to start without a permit; that the work wiil be in accordance with the approved plan in the case of
work which requires a review and approval of plans.
I -
Applic 's Printed ame
?
Applic t' Signature
DO NOT WRITE BELOW THIS LINE
Sub Types
? Ol Foundation
? 14 Apartments
? 15 Lodging
? 25 Miscellaneous
Work Types
? 31 New ?
? 32 Addiiion ?
? 33 Alteration ?
? 34 Replacement
Valuation _S ow
Plan Rev 100%---25% ?
SAC Units
Nbr. of Units
Nbr. of Bldgs 1-
Fire Sprinklered --??
Required InspecHons
_ Footings (new bldg)
_ Footings (deck)
_ Footings (addition)
Foundation
_ Drain Tile
D'
? 26 Public Facility
?27 CommerciaUlndustrial
? 28 Greenhouse
? 29 Antennae
? 30 Accessory Building
? 32 Ext Alt-Apartments
? 34 Ext Alt?ommercial
? 35 Ext Alt-Public Facility
? 37 Nail Salon
35 Int Improvement ? 38 Demolish (Interior) ? 44 Siding
36 Move Bldg. ? 42 Demolish (Foundation) ? 45 Fire Repair
37 Demolish (Bldg)` Cd?43 Reroof ? 46 Windows/Doors
'Demolition Building - Give PCA handout to applicant
Type of Const c-- Wdth -
Occupancy MCES System
Zoning ? --- City Water
Stories Booster Pump
Sq. Ft. PRV
Length Code Edition
_ nveway Apron
_ Roof Ice Pr _ Decking V/Insul
_ Framing
_ F'veplace _ R.I. _ Air Test _ Final
_ Insulation
_ Sheetrock
maUC.O.
FinaVNo C.O.
Other
Final _ Pool Ftgs Air/Gas Tests Final
_ Siding _ Stucco Lath _ Stone Lath _ Final
W indows
Final C/O Inspection: Schedule Fire Marshal to be present. _ Yes L--?No
Approved By: Planning Building Inspector
Base Fee
Surcharge
Plan Review
SAC-MCES
SAGCity
SM! Permit
S!W Surcharge
Treatrnent Plant
Treatment Plant(Irtigation)
Park Dedication
Trail Dedication
Water Quality
Water Suppiy & Storage (WAC)
Financial Guarantee
Storm Sewer Trunk
Sewer Lateral Sewer Trunk
Street
Water Lateral Water Trunk
Other
Total
IIA Metropolitan Council
ii
Environmental Services
November 20, 2008
Dale Schoeppner
Building Official
City of Eagan
3830 Pilot Knob Road
Eagan, MN 55122
?r .rc'rj\?\I I? LJ
I- ?C 1=.?1
NOV `L 4 fOD8
Dear Mr. Schoeppner.
The Metropolitan Council Environmental Services (MCES) Division has determined SAC for Ihe Sowles
Properties remodel to be loca[ed at 3045 Highway 13, Suite ] 00 within the City of Eagan.
This project should be credited ] SAC Unit, as determined below. The credit may either be declared si[e
specific or used city-wide.
Chazges:
Of6ce
8680 sq. ft. @ 2400 sq. ftJSAC LJnit
Meeting Room
2770 sq, ft. !r? 1650 sq. ft./SAC Unit
Warehouse/Storage `
55,084 Sq.'ft. ` 7000 sq. ft./SAC Unit
Showers
2 showers @ I showet/SAC Unit
Credits:
Lull Engineering (5/96)
SAC Units
3.62
1.68
7.89
2.00
Total Charge: 15.19
1 k,QO -_
Net CrediL 0.81 or I
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. [f there is a change in use or size, a
redetennination wi II need to be made. If you have any questions, call me at 651-602-1 1 18.
Sincerely,
Gv?m L?eP4
Ka on CappaeR
SAC Technician
Environmental Services Division
KC:kb:081120AI '
cc: J. Nye, MCES '- -
Peggy Fleck, Eagan
Jack Romsaas, Sowles (emaip
www.metrocouncil.org
390 Robert Street North • St. Paul, MN 55101-1805 .(651) 602-1005 . Fax (657) 602-1477 • TTY (651) 291-0904
An Fquul Opportunity Empioycr
...
City of Eapn
3830 Pilot Knob Road
Eagan MN 55122
Phone: (651) 675-5675
Fax:(651)675-5694
A, 41A'• Y - 'wr?, ??l.,Y
I 2 - O? oejP.e(?--
i---- ?.?,---- --,
? Fof, Ofhce Use?
I ?
I Permit#: ?
j Permii Fee: ! ?I
? Date Received: • ? ' ? ?
? Staff: k;1? I
2008 COMMERCIAL BUILDING PERMIT APPLICATION
Date: 10114-1001 Site Address: 3OA? ?AVAAVILZr I3 ??G K?I ? IVIN 55121-1la?'J2
Tenant Name: LIVTet) OIJ' R.N%LS (Tenant is: _ New! ? Existing) Suite #: ?w
PROPERTYOWNER
5
Name: eo?,&lL.EQJ' T'ZPFS=a°J ?-? Phone: 6051 '207-';179
eAeAUt 691V-1402
&Ts? 1=
AddresslCity/Zip: BD46 4W`? 175
1
)
Applicantis: V'O'Owner _Contractor
TYPE OF WORK Description of work: \NPS'LE??cOI?.? -r'"t..Q. V?Ia?.L.?°7 !6'?
U?'G?TIt,tG. eME?C?cCY t-?7It?G. ? EXt7 sll?u
Construction Cost:
CONTRACTOR Name: GlT'( Wl'C7Cu rzj?TrxIL lMe.. License#:'
Address: I?06 lff=44,?
City: i,?i??-, Sta[e: ? Zip: '?JtrJ?22
Phone: (ecSI ^?'J2-443a7 ContactPerson: LES )r*AKSC.?`1M1.1
ARCHITECT! Name: lay..V ?' ?? 1?1a. Registration #:
ENGINEER Address: ZZZ Nt? ZLt> '5TUET-FT
City: W NN??UJ State: v?zip: 65401
Phone: 421Z' 339 ?3IS 2 Contact Person: ;+;44 V-i?lal-?
Licensed plumberinstalling new sewer/water service: N?c Phone #:
be publrc lnformairon ; Portlo"ns;of
j NOTEi Plans a`nd §upportin"g documenfs thaf you'
su6mif are con's7o1
e°;ed to
_,
?
_
fy to
`eimit the C
that would
son
' the i
f
io
iri
public rf
id
i
"
be cl
s§
f
ed a
no
{
p
s
n
ormat
n
a
you pro y
e spet?cr
cSea
a
y
i
i
s.
n
... . .. ?conclude, tliat the are
I hereby acknowledge that this iniormation is complete and accurate; that the work will be in conformance with the ordinances and codes of the Ciry 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 parmit; that the wvrk will be in
accordance with the approved plan in the case of work which requires a review and approval of plans.
X ?dG' 4C. 1Z::)M4:AA3 X ?c_?z.??CPrhn,A??1?
ApplicanYs Printed Name Ap ' anYs Signature
CENTAC'T fr IWF?
bA`YE CV_lE4)J Page 1 of 3
cosi -zg7- 9790
DO NOT WRITE BELOW THIS LINE
SUB TYPES:
? Foundation
? Apartments
? Lodging
? Miscellaneous
WORK TYPES:
? New
? Addition
W' Alteration
? Replacement
? Public Facility
12__?Commercial / Industrial
? Greenhouse
? Antennae
? Accessory Buiiding
? Ext. Alteration•Apartments
? Ext. Altere[ion-Commercial
? Ext. Alteration-Public Facility
? Nail Salon
? Interior Improvement ? Siding ? Demolish Building`
El Move Building ? Reroof ? Demolish Interior
? Fire Repalr ? Demolish Foundation
? Windows ? Water Damage
' Demolition (entl re building) - give PCA handoui to appllcant
v?.?vnr I 4a.,
Valuation
Occupancy
, ssn- MCES System ? ?
7-
Plan Review
-
Code Edition ^
?
sL?D-1 SAC Units
?
(25%_ 100% C,?) Zorifng ? City Water
Census Code Stories ""- Booster Pump
# of Units Square Feet "- PRV
# of Buildings •? Length -^ Fire Sprinklers :rZ S
-
Type of Const. Width ? ?
`
REQUIRED INSPECTIONS
Footings (new bldg) Sheetrock Meter Size:
Footings (deck) , __,,,,-Final/C.O. - . '
Footings (addition) FinallNo C.O.
Foundation HVAC "
Drafn Tile Other: '
Roof: _ Decking _ Insulation _ Finai _ IceNJater Pool: _Footings Air/Gas Tests Final
? Framing Siding: _Stucco Lath _Stone Lath _Brick
Fireplace:_R.I. _AirTest _Final Windows
Insulation Retafning Wall
Final C/O Inspection: Schedule Fire M arshal to be prese nt. ?Yes _ No
Reviewed By: 1ke- L , Building Inspector Reviewed By: cjl? Planning
COMMERCIAL FEES:
Base Fee Uv
Surcharge
Plan Review
SAC-MCES
SAC-City
S/W Permit
S/W Surcharge
Treatment Plant
Treatment Plant (Irrigation)
Park Dedication
Trail Dedication
Water 4uality
Water Supply & Storage (WAC)
Financial Guarantee
Storm Sewer Trunk
Sewer Lateral
Street
Water Lateral
Other
Total f
?i
Sewer Trunk
W ater Trunk
Page 2 of 3
it Metropolitan Council
Enaironnaental Seruices
ivTovember 20, 2008
Dale Sclioeppuer
Bni(dine Official
City of Eagan
3830 Pilot Knob Road
Eagazi, MN 55122
Deaz Mr. Sclweppner:
The Mefropolitan Coimcil EuviromneNal Seivices (IvSCES) Division Uas detemrined SAC for the Sowles Properties remodzl to
be located at 3045 Higliw ay 13, Suite 100 ividiin the City of Eagan.
Tlns project should be credired 1 SAC Uuit, as detennined below. Tlie credit may eiUrer be dedued site specific or used city-
wide.
Charges:
Office
8680 sq. ft. @ 2400 sq. R.ISAC Uitit
Meeting Room
2770 sq. ft. a 1650 sq. ff./SAC Uuit
VJuehouse/Storage
55,084 sq. ft. a 7000 sq. ft./SAC Unit
Show•ers
2 showers @ 1 shower/SAC Unit
SAC Units
3.62
1.68
7.89
2.00
Total Chazge: 15.19
Credits:
Lull Engineering (5/96) ?
Net Credit: 0.81 oc I
The business infonuation was provided to MCES by tUe applicant at this tuue. It is the City's responsibility to substantiate die
Uusiness use aud size at the time of the fiual inspection. If there is a change in use or size, a redetermniation will need to be
made. If you have any questions, call me at 651-602-I 118.
Sincerely,
Karon Cappaert
SAC Teclmiciau
Environuental Sen%ices Division
KC:kb: 081120A1
cr. J. Nye, MCES
Pegny Fleck,Eagan
Jack Roiusaas, Sowles (email)
wwcv.metrowssncil.org
390 Ro6ett Street NoRh • St. Paul, NLI 55101-1805 •(651) 6024005 • Fax (6511602-1477 • TTY ;651) 291-0904
An Eqvat OpporCVnity EmpCoyer
?
N
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IN ACCESS OF , 26 ACRES
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PAR KING
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PARKIN6
ENCLOSED THREE SIDES
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Side Walls 12'
Roof Pitch 1-12
Materials - Steel Frame
Steel Sheeting
(- STORA laE S NED
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Use BLUE or BLACK Ink
h
For Office Use
raq3
1K I 1
City of EaRdn I Permit ~ r✓i' y I
3830 Pilot Knob Road RECEIVED /ED ~ Permit Fee:
! I
Eagan MN 55122 I
Phone: (651) 675-5675 MAY 2 2 2014 I Date Received:
I I
Fax: (651) 675-5694
staff:
T 17
2014 FIRE SUPPRESSION SYSTEMS PERMIT APPLICATION*
_
Date: 4/24114--_- - 3045 HWY. 13
Site Address:
Tenant: _ BLDER'S MATERIAL OUTLET
Suite
Name: Phone:
Property Owner Address / City 1 Zip:
Applicant is: Owner Y Contractor
Type of Work Description of work: ADD SPRINKLER PROTECTION AS SHOWN ON ATTACHED PLANS-__
Construction Cost: $8,733 Estimated Completion Date: 10/1/14
Name: ESCAPE FIRE PROTECTION C-086
License
I Contractor Address: 3020 CENTERVILLE RC3=---- City: LITTLE CANADA y-------
State: 4N Zip: 55117-- Phone: 651-771_8874---- -
Contact: ANGIE HOPPING Email: chop in a ssca efire_cgr
FIRE PERMIT TYPE WORK TYPE
Sprinkler System of heads~6 ) - New -X Addition
Fire Pump Standpipe _ Alterations Remodel
Other: Other:--------------------
DESCRIPTION OF WORK: X_ Commercial Residential Educational
FEES Contract Value $_8,733X.01
$55.00 Permit Fee Minimum ° $87.33 *If contract value is LESS than $10,010, Surcharge = $5.00 $ Permit Fee
**If contract value is GREATER than $10,010, Surcharge = Contract Value x $0.0005 $5.00 _Surcharge*
***If the project valuation is over $1 million, please call for Surcharge -
9233 TOTAL FEE
3/4" Displacement Fire Meter - $260.00 = $ NIA _ Fire Meter
= $92_33 TOTAL FEE
*Requirements: 2 complete sets of drawings and specifications, cut sheets on materials and components to be used
I hereby apply for a Fire Suppression System 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 Minnesota Building/Fire 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 approved plan in the case of work
which requires a review and approval of plans.
x-ANGIE HOPPING y
Applicant's Printed Name - Applicant's Signature 6~7
F0 OFFICE USE
REQUIRED INSPECTIONS_
Hydrostatic Flow Alarm Drain Test F2ough In
Trip Pump Test Central Station Final
Conditions of Issuance:
-
a
R
i '
A `
Reviewed byD-
Permit ~ Dater J J
- _ 1 z
Use BLUE or BLACK Ink
r-----------------
I For Office Use �
�I
Ct fc� c�n ' � a ���� �
�b Ol �U Qll 5 k"� �� � Permit#: �- � i
Y � RECE!`JED ��r �' � � � �.`� '
3830 Pilot Knob Road � �.L i Permit Fee: I
I
Eagan MN 55122 J�� 3 O �
P h o n e: (6 5 1)6 7 5-5 6 7 5 2p�� � Date Received: �
Fax: (651)675-5694 I �
I Staff: I
�-----------------I
2014 MECHANICAL PERMIT APPLICATION
❑ Please submit two (2)sets of plans with all commercial applications. `�w�� � 3
�'�yy.�
��j- ,.�'i� �����`����or .�}--
Date: /:3� `v�/Y Site Address: p � , �
Tenant: ��o "� ��.�°'���y Suite#:
Resident/Owner '
Name: ��(�, ���r;C�� �gJ't--�",y'c5 hone: ��"'�.5�,�-���
Address/City/Zip:_���°-�l��y° /���r�%%T� `y'r'�.
' Name: �����G ���4�-°� ���� License#:
Confractor `
Address: ���� ��� �����y/�`��� City: ���a'�
` State: /�it-� Zip: ��0� o� Phone: /�'<orr�-�C3 �S%�
�_ �.�r ��- �Q�
Contact: �'�L°�� Email:,Q� �'�'�t�.,�� rtr'�"���'L ���'� C'd�✓!
�New Replacement Additional Alteration Demolition
Type of`Work ' Description of work:
NOTE: Roof mounted and ground mounted'mechanical equipment is required to be screened by City
' Code.; Please contact the Mechanical Inspector for information on permitted screening methods.
RESIDENTIAL COMMERCIAL
Y Furnace ��vi,�"' ���S,K� New Construction _Interior Improvement
Pe1'mlt Type —Air Conditioner .�C` Install Piping -/'C�'�'1� _Processed
Air Exchanger Gas ��� Exterior HVAC Unit
_Heat Pump Under/Above ground Tank �Install/_Remove)
Other
RESIDENTIAL FEES
$60.00 Minimum Add or alteration to an existing unit(includes$5.00 State Surcharge) �,
$100.00 Residential New(includes$5.00 State Surcharge) _ $ /� TOTAL FEE
COMMERCIAL FEES �
Contract Value$_�_���x.01
$55.00 Permit Fee Minimum
$70.00 Underground tank installation/removal = $ � Permit Fee
*If contract value is LESS than $10,010, Surcharge=$5.00 =$ _�p„''�� Surcharge"
"'If contract value is GREATER than$10,010, Surcharge=Contract Value x$0.0005
"**If the project valuation is over$1 million, please call for Surcharge =$ ( 3� �� TOTAL FEE �
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 r quires a review and approval of plans.
j'S�*�/(�.�'/�� /�/���`�V'�,,.�' ��/��
x �����`� � �•����� `���5' � ,�..,
ApplicanYs Printed Name Applicant' ignature
FOR OFFICE USE r �
Required Inspections: Reviewed By: !�'i- Date:
--♦�� Under�s�d �ough In Air Test ' Gas Service Test` Jn-floor�t Fi�fn-=• HVAC Scree ing
��-s ��y /3
AMERICAN CONSULTANTS
, ENGINEERING •ENVIRONMENTAL
•GEOTECHNICAL
TESTING, INC. •MATERIALS
•FORENSICS
REPORT OF PROJECT TESTING SERVICES
PROJECT: R�PORTED TO:
BUILDING ADDITION STONE CONSTRUCTION,INC.
BUILDING MATERIALS OUTLET 21$1 107TH LANE NE
HWY 13 &MEADOWVIEW RD. BLAINE,MN 55449
EAGAN,MINNESO�A
ATTN: PAUL 5TONE
DATE: SEPTEMBER 30, 2014 AET PROJECT NO.: 26-00793
INTRODUCTION
This repoxt sumrriarizes the results of the project testing services we conducted for the new
addition to the Building Materials Outlet store in Eagan, Minnesota. Our services were
performed as requested by Mr. Paul Stone of Stone Construction, Inc. on June 4, 2014. Our
scope of services on this project included the fallowing:
• Obseiving the soils in the mass excavation for a part of the building addition.
• Observing the soils in the bottoms the footing excavations for the building addition.
� Conducting soil compaction tests in fill placed for the project.
� Observing reinforcing steel placed in certain structural elements.
• Conducting on-site testing of plastic concrete.
• Performing compressive strength testing of concrete test cylinders.
• Observing welded and bolted connections for the stxuctural steel fiame, steel joists and
roof deck.
• Sumznarizing the results of our services in a written report.
Our services were performed on a will-call basis, as scheduled by field personnel with Stone
Construction,Inc.
This document shall not be reproducad,except in full,without written approval of American Engineering Tesiing,Inc.
5548 Barthel industrial Drive,Suite 500•Aibertville,MN-55301
Phone 763-428-5573•Toll Free 800-972-6364� Fax 763-428-5575•www.amengtest.com
O�ces throughout Florida,Minnesota,South Dakota&Wisconsin
AN AFFIRMATIVE ACTION AND EQUAL OPPOR7UNITY EMPLOYER ���
r
AET Project No. 26-00793 -Page 2 of 6
DESIGN INFORMATION
We understand or assume that the construction recently completed consists of a new addition to
the existing buildings. The new addition will provide a connection to two existing buildings and
provide more warehouse space. We further understand the new addition:
• Has one above grade level.
• Has an on-grade slab with the floor level at au assumed elevation 97.0, matching the
existing building to the north(southern building floor at assumed elevation 100.0).
• Is supported by conventional spread footings designed using an allowable soil bearing no
greater than 2,500 pounds per square foot(ps�.
• Has bottom-of-footing elevations ranging from about 93 (perimeter) to about 95'h
(interior columns).
� Is constructed with precast concrete panel walls supporting steel joists and a metal roof _
deck.
• Has noi7nal tolerance to settlement(up to 1-inch total and %2-inch differential).
• Is constructed according to applicable building code requirements.
Deviations from the above design information could necessitate altering our conclusions and
recommendations. Contact us if the information stated is different from the actual project
design.
BACKGROUND INFORMATION
Previously, a subsurface exploration program was performed at the project by our firm. The
results were presented in our April 17, 2014, Report of Geotechnical Exploration and Review
(AET Project No. 22-02428). Refer to that report for pertinent background information and for
more detailed reconnmendations for earthwork con•ection and structural support.
EXCAVATI4N OBSERVATIONS
We observed the excavations for the building addition during the period from June 4 to July 10,
2014. We�were not present at the site on a full-time basis. Our services consisted of several site �
visits,performed on a will-call basis,when requested by Stone Construction, Inc.,which allowed
us to observe the excavations noted in this report section. In addition to observing the soils
exposed in the excavations, we conducted shallow hand auger borings and hand cone
penetrometer probes in the bottom of the excavations. The soils encountered were classified in
AET Project No. 26-00793 -Page 3 of 6
general accordance with ASTM: D2488. Estimates were inade of their strength properties based
on their resistance to advancement of the hand auger and from the hand cone penetrometer
readings. The soils were also compared to the soils described by the preliminaiy reports and
associated boring logs.
The soils exposed in the excavation bottoms were judged to be naturally deposited soils
consisting of mostly silty sands (SM) or lean clays with sand (CL). Oi.0 hand cone penetrometer
probes indicated the naturally deposited soils should be capable of supporting unit stresses of up
to 2,500 psf. Based on the hand auger borings, hand cone penetrometer readings and our review
of the geotechnical report, it is our judgment the observed soils should be suitable for support of
the fill and/or the building loads.
Pre-existin� Storm Sewer Backfill—Mass Excavation
During our initial site visit on June 4, 2014, we observed the backfill over a storm sewer line that
was located below the west side of the proposed building addition. The storm sewer line
appeared to be iunning from the west side of the addition and exiting out of the addition near the
southwest corner. We judged the backfill to be very soft, wet and unsuitable for foundation
support. We recommended the backfill be rennoved.
The proposed footings at the southwest corner of the addition connect the two buildings and
therefore are in close proximity to the foundations of the existing buildings. As mentioned above,
the pre-existing storm sewer line is located below this area. For this reason, it was not passible
to excavate the soft backfill at most of this location. The proposed footings in this area were
instead supported by helical piles installed in mid-June. Also two of the existing footings
column pads were also "underpiruied" with helical piles to provide support so that the soft fill
located to the northeast could be removed without affecting the existing soil supported footings.
We were not requested to perform observations of the helical pile instaliation.
We observed the remainder of the soft backfill removal. The bottorn of the mass excavation to
remove the northeasterly parts of the soft backfill was generally at an elevation�of about 87 to
87'/2. One proposed interior column footing was located in the area of the soft backfill removal.
Footing Excavations
We observed all of the footing excavations for the addition. Most of the footing excavations were
at design footing grade elevations ranging from about elevation 93 to 95'/a, other than the column
footing located above the soft storm line backfill mentioned above. In one area at the central part
of the east line of the addition, some soft water service backfill was observed. The soft fill was
AET Project No. 26-00793 - Page 4 of 6
removed and the footing was constructed iower, on the suitable natural soils, at about elevation
90.
COMPACTION TESTING OF FILL SOILS
On June 27, 2014, we conducted two compaction tests in the fill placed after removal of the soft
storm sewer backfill. The density tests were conducted on a will-call basis. The field density
tests were compared to the laboratory Standard Proctor maximum dry density (ASTM: D698)to
arrive at a percent compaction level for each test. The test results are attached.
The results of the tests met or exceeded the minimum recommended compaction level at the
locations and elevations tested.
REINFORCING STEEL OSSERVATIONS
Before concrete was placed for some of the footings of the building addition, AET personnel
observed the location and placement of mild reinforcing steel. Our observations were performed
on a will-call basis, when requested by personnel from Stone Consnuction. Our sexvices
included the following:
• Reviewing the most current approved structural drawings present at the jobsite.
• Measuring the sizes of the formwork and verifying confarmance with structural
drawings.
• Documenting the bar sizes,the number of bars,the spacing of bars, and verifying general
conformance with the approved drawings.
• Documenting that adequate bar clearance was provided from forms, subgrade soils, or
future concrete surfaces using chairs or other approved devices.
� Observing the general appearance of the reinforcing steel bars and framework.
Based on the results of our observations, it is our opinion that the reinforcing steel placed in the
observed structural elements was in substantial coinpliance with the current structural drawings.
AET does not perform surveying services, therefore, our observations of the reinforcing steel
were based on the positioning of the formwork by the contractor.or their subcontractor. We are
not responsible for the exact locations of the formwork.
I
AET Project No.26-00793 -Page S,of 6
CONCRETE TESTING
Field Testing
We performed testing of the plastic concrete as it was being placed for some of the footings of
the building addition. Our seivices included the following:
• Measuring tlie slump of the plastic concrete.
• Measuring the percentage of entrained and entrapped air in the plastic concrete.
• Determining the temperature of the plastic concrete.
• Casting 4 inch diameter by 8 inch high test cylinders.
All testing was performed in accordance with current ASTM procedures. The results of the on-
site testing were presented in our Reports of Plastic Concrete Testing. Copies of these reports
were issued previously under separate cover. The results of our tests generally satisfied the
project specifications.
Compressive Strength Testing
We performed compressive strength testing of 1 set of test cylinders cast by AET personnel from
concrete that was placed for the foundation elements of the building. The results of these tests
were presented in our Reports of Compressive Strength of Cylindrical Concrete Specimens.
Copies of these reports were previously submitted under separate cover. The results of the
compressive strength test at the 28-day age met the 28-day design strength.
We also performed compressive strength testing of 5 test cylinders cast by the contractor. The
results of these tests were presented in our Reports of Compressive Strength of Cylindrical
Concrete Specimens. Copies of these reports were previously submitted under separate cover.
The results of the compressive strength tests met the 28-day design strength.
OBSERVATIONS OF WELDED AND BOLTED COTtNECTIONS
NDT technicians from AET observed the field welded and bolted connections for structural
framing, metal decking and bearing plates. Visual weld observations were performed in
� accordance with the requirements of the AWS "Structural Welding Code," Sections D1.1 and
D 1.3 and/or applicable contract documents. Individual welds were visually observed for quality,
size and length. Visual obseivations were also made for the puddle welds fastening metal
decking to the joists. The puddle welds were observed for spacing, pattern, size and quality. The
TEK screws were observed for zhe conect number and pattern, as well as sidelap fastening.
AET Project No. 26-00793 - Page 6 of 6
The bolted connections were observed for coinpliance with the "Specification for Structural
Joints using ASTM: A325 or ASTM: A490 Bolts" approved by the Research Council on
Stiuctural Connections. Bolted coruiections were observed for appropriate bolt length, washer
installation and ply contact of the joint. For tension control bolts, we also documented that the
splined ends were sheared off.
Based on our observations and testing, it is our judgment that the welded and bolted connections
which our technicians observed satisfied the requirements of the referenced codes and project
specifications. The TEK screws fastening the sidelaps of the decking were also installed per the
project plans and specifications.
CLOSURE
To protect the client, the public and American Engineering Testing, Inc., this report (and all
supporting information) is provided for the addressee's own use. No representations are made to
parties other than the addressee.
Our services for this project have been conducted to those standards considered normal for
services of this type at this time and location. Other than this, no wai7anty, either express or
implied, is intended.
SIGNATURES
Report Prepared By: Report Reviewed By:
American Engineering Testing,Inc. American Engineering Testing,Inc.
����✓�--. _ ����� �Gi�t�c°Fs�
James . Miller Ryan . Schmidt, PE
Senior Engineering Assistant Senior Engineer
. MN License No. 40501 .
Attachment:
Report of Density Tests
Afi�t�t� 1� American engineering resting, Inc.
L11�'lLj`lll�`A'!,T Saint Paul �Albertville
550 Cleveland nve N�5548 Barthel Ind Or, Ste S00
� ���'����'��h� <651)659-900155114 I�763)42815573MN'S5302
��',�����'f ���� Toll Free:C800)972-6364
www.amengtest.com
Field Density Test Report � �
CI'tent: STONE CONSTRUCTION CC: ThisdocumentsAalinot //�� n(� �fj��/
be reproduced,except in / � �� % � I
Project: 26-00793 e�u,�cno�iw�nan �Q� yc^_
pproval Bom Mierican
BMO Building Addition Engineering Tes6ng,i��.
3045 Hwy 13 Date of Issue: 9/22/2014
Reviewed By: JAMES MILLER
Eagan,MN Senior Engineering Assistant
� �
Tested By: BRANDON MENSING
Date Tested: 6/27l2014
Field Methods: ASTM D 6938
Gauge Type: Troxler 3430(NUCLEAR DENSITY Test Mode: Direct Transmission
GAUGE)
Model Number: 3430 Standard Count: Densiry: 2174
Serial Number: 24744 Standard Count:Moisfure:621
Sample ID Material Method MDD OMC(%)
(ib/ft')
_._... _-----.._.-----_ ...__.,. - -- _---... _�.�_-_ ---._�... _.____.__._.._...-.---. . .__._,..__,_____�_..__.__.__.. _. -------._______�_____.
26-00793-W1-S1 ;Silty Sand,a little gravel,fine to medium � ASTM D 698(B) ; 117.7 ; 12.4
_---9rained_brown(SM).__,_._._. , • ._'_-__ ___ _.._..
_.� * .
Test Practor Sample ID Probe Wet Density Moisture OMC Var Dry Density Comp(%) Comp Spec Results
No. Depth (Ib/ft') Content(%) (!b/ft')
(in.)
_ .___-,--..___.____..___...__ . ___.._ �..._.__.. .._.___._
_ _,._,.____.---- _.__. , . _._..---.._._ ., ___.____.__._ _._. ._
� ; 26-00793-W1-S1 ; 12 ; 125 5
_.,_ _,_ 12A ` -0 4 ; 112.1 ; 95.2 >_95 , OK
_:_ _ _ _
... .. __ .. , __. _ _
2 ; 26-00793-W 1-S 1 ; 12 , 125 9 ; 11.8 ; -0 6 � 112.6 I 95.7 �95 ' OK
; ��
General Location:
Test Location 7est Elev/Depth MateriaULayer
No.
____.�___________...,...---_.___._ ..____.
1 '=.7'north of new wali,10'east of existing(western)building � � ; �µ�-2.0 �V rt.-tseiow�rioor---
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2 ;50 north of existing(southern)building,30'east of existing(westem)building. � -1 : ��A,�P
S
OMC=OpGmum Moisture Content
MDD=Maximum Dry Density
OK=NI Resul�s Meel Specifiration
Form No:110244,RepoR No:ND:26-00793-W2 �2000-2013 qESTLab 6y SpecfraQES7.com � P8g@ 1 Of')
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06-NDT 1176(8-03)
.f�MERICAN P9—..�— of�_
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06-NDT 1176 (8-03)
-&-CITY OF EACAN SEWER SERVICE PERMIT
3830 Pilot Knob Road '
3ox'21199 P ERMIT NO.: 85
Eagan`; IAN 55121 DA TE: `x 1,
wing 1 ?21 i?.. No. of Units:
Owner: i ai . Enginee
Address
Site „ Address . :-. - `E r;:rog.'' a. a.v - }cs:lk' - ..��aL ='. .:
Plumber: :-i .' e .f_.i. 4 ° k..eli -ni s
1 ear t c ornol y wteh !6o City of Logos C o n r tectlon Chorge f V as , k`:tie
Ordinances. Account Deposit: ` `' .
Permit Fee: '2
- Surcharge: '74'''''111'-1
By Misc. Charges: .
Date of Insp. Total:
Insp.• Date Paid:
Use BLUE or BLACK Ink
r-----------------I
I For Office Use
CC 1`U It
City of Ea an I Permit#: I
E I
Z 5 2014
3830 Pilot Knob Road MA i Permit Fee:/
Eagan MN 55122 j Date Received: " 019 "
Phone: (651) 675-5675 I I
Fax: (651) 675-5694
I
Staff-
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2014 COMMERCIAL BUILDING PERMIT APPLICATION
Date: Site Address: ,3 o `i S 5 i lgL Y M €M o V_ A L_ H w Le~
Tenant Name: 64 I LI) i de- m ATT JZi A V_'(-_F (Tenant is: New / /Y\ Existing) Suite M
p Former Tenant: 1
'Name:
W t l I_ L C, , Phone: (4 f
Property Owner I - - N
Address / City / Zip: -30 S 5 i b (.-t% `f &I 9MO 1L) 4 L_ d0 `t" fA & A4,, M A)
Applicant is: Owner Contractor
Type of Work f Description of work: _ 13 ~-(1 L fl i Q ~D D I I 1 0 r,4
i ; Construction Cost' -D C, oC.>
Name: 616 Ai C, i A-001'tJ r,l License M
i
bft:
Contractor Address: Z I l `7 L A i\1 city:
State: nl Zip: 5.5-4 Lk 0( Phone: 7 6 3 7 8 4-11 -!;_t%
i
: Contact: Email: A L S-70 Ili C LIZ
~S'7~(Z e 'O ll~
M R Ca_ T` t r i C~' c ~J r~r
Name: Registration M
F
E Architect/Engineer ' Address: 14 Z~ iMk 1- A Q L City: ,5 T-, PA d L
r- f
I State: y~ i ' 1 ti, Zip: `J S ] - Phone: 74,3 - 75.5--l 7-1 `
I Contact Person: S Email: .,l - , Co
Licensed plumber installing new sewer/water service: Phone M
NOTE. Plans and supporting documents that you submit are considered to be public information. Portions of
the information may be classified as non-public if you provide specific reasons that would permit the City to t
conclude that they are trade secrets
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.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 .
ApAlicant's Printed Name A plicanfs Signature
Page 1 of 3
13
DO NOT WRITE BELOW THIS LINE
SUB TYPES
Foundation _ Public Facility _ Exterior Alteration-Apartments
✓Commercial / Industrial _ Accessory Building _ Exterior Alteration-Commercial
Apartments _ Greenhouse / Tent _ Exterior Alteration-Public Facility
Miscellaneous Antennae
WORK TYPES
New _ Interior Improvement Siding _ Demolish Building*
,/Addition _ Exterior Improvement Reroof _ Demolish Interior
Alteration _ Repair Windows _ Demolish Foundation
_ Replace _ Water Damage Fire Repair _ Retaining Wall
Salon Owner Change *Demolition of entire building - give PCA handout to applicant
DESCRIPTION oQ
Valuation 330,000 Occupancy MCES System
Plan Review / Code Edition ,200,7 /ji S6L SAC Units 7 j U4 Y
(25%_ 100% Z) Zoning City Water VY_C
Census Code Stories Booster Pump
# of Units Square Feet /p a'a PRV
# of Buildings Length Fire Sprinklers
Type of Construction Width
REQUIRED INSPECTIONS
Footings (New Building) Sheetrock
Footings (Deck) Final / C.O. Required
✓Footings (Addition) ✓'Final / No C.O. Required
,-'Foundation Other:
Drain Tile Pool: Footings -Air/Gas Tests -Final
Roof: Decking insulation -Ice & Water -Final Siding: -Stucco Lath -Stone Lath -Brick
✓ Framing Windows
Fireplace: -Rough In -Air Test -Final Retaining Wall
Insulation Erosion Control
Meter Size:
Final C/O Inspection: Schedule Fire Marshal to be present: ✓Yes No
Reviewed By:L , Building Inspector Reviewed By: , Planning
COMMERCIAL FEES
Base Fee Water Quality
Surcharge Water Sampling Fee
Plan Review 0o, Water Supply & Storage (WAC)
MCES SAC DO Storm Sewer Trunk
City SAC 100. 00 Sewer Trunk
S&W Permit & Surcharge Water Trunk
Treatment Plant 00 Street Lateral
Treatment Plant (irrigation) Street
Park Dedication Water Lateral
Trail Dedication Other:
Water Quality TOTAL j4'-?g. (p
Page 2 of 3
March 17, 2014
Dale Schoeppner
Chief Building Official
City of Eagan
3830 Pilot Knob Road
Eagan, MN 55122-1810
Dear Mr. Schoeppner:
The Metropolitan Council Environmental Services (MCES) Division has determined the SAC to be
charged for the wastewater capacity demand for Building Materials Outlet addition to be located at
3045 Sibley Memorial Highway within the City of Eagan.
The City will be charged 1 SAC Unit for this project, as determined below.
SAC Units
Charges:
Warehouse/Production
9503 sq. ft. @ 7000 sq. ft. /SAC 1.36 or 1
The business information was provided to MCES by the applicant at this time. It is also 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
karon.cappaert(a)-metc.state. mn.us.
Sincerely,
Karon Cappaert
SAC Program Technical Specialist
KC:fa: 140317A5
Determination expiration: 03/17/2016
cc: File, MCES
Amy Griffin, Eagan (email)
Paul Stone, Stone Construction (email)
N
390 Robert Street North I St. Paul, MN 55101-1805
• - 651.602.1000 1 Fax 651.602.1550 1 TTY 651.291.0904 - METROPOLITAN
Equal Opportunity Employer G 0 U N 0 1 L
09/17/2014 11:31 6123311161 OLSEN FIRE P�GE 01102
. � ���� �, _(� (� ^-_ Use BI�UE or BI�ACK ln�k
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�� �� I^For O�ce Use � �
' � ��r�� �
J`-' � Permit#:
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� � S �� � � Pertnit Fee: �Q� �� �
3830 Pilot Knob Road
Eagan MN 55122 °� � � � �
Phone:.(651)675v675 �`�""" � ��'��� � Oate Recelved;
��Fax: (651)675-5694 �� �Q,,��,r ' S�p 1 7 2014 � � I . I
��+� � I Staff: __^.— -------- I
���Y � ! _�
2014 COIU��IIIERCIAL �IRE ALAI�-PERMIT APPLICATION�
Date: "Y 1 ��Site Address: ��J ���, �rk?��1d1-�
Tenant• ��.I` �t�(l �C2.t�'G.�Q..`�J � Suite�: --
Name: Phone:
Address 1 Clty/zip:
Applicant is: Owner Contractor
� Description of work:ma�°�ld-�� lrr�i�al� �p Gi�'��z,�,tYtY_a.'�1 a✓�
Construcfion Cost: �,3pZ�� � Estimated Completfon Date: �t�a�y
Name��G. �.,a License#:��p���
Address:���1`�f1 � ,N� City:
State:�_Zip:��J-1/3 ,__ Phone:_�,p�a � �� +� — ,f?'D �C
Contact: �l tS1aG���� Email:�1 �'1 at1 -I�t�t�l����,"���i ,. n
New Remodel
Addition Other:
�Alterativns -
DESCRIPTION OF WORK: ommercial Residential �ducational
FEES
Contract Value$ x.01
$55.00 Permit Fee Ilf�inimum . _$ ��_ �
'If contract value is LESS than$10,010,Surcharge=$5.00 pe�mlt Fee
""If contract value is GREATER than $10,010,Surcharge=Contract Value x$0.0005 =$ Surcharge'
"""If the project valuation is over$1 million, please call for Surcharge
�$ � 5'�'� TOTAL FEE
'Requirements: 2 complete sets of drawfngs and speciflcations,cut sheets on materials and eomponents to be used
I hereby eppry for a Fire Alarrn permlt and acknowledge that 4he information Is complete and accura4e;that the work will be in Conformanee with the
ordlnances and codes of Ihe City of Eagan and with the Minnesota Building/Fire Codes;that I understand this is not a permit but onty an appliCation for
a permit,and work Is noC to start v,rithout a perrnit;that the work will be In accordance with the approved pldn in the Case of work which requifes a revleW
and apprpval of plans.
�����n��.Pl�a�i
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Applicant's Pr�nted Name � Ap nt's Signa
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r For Office Use
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Permit#:Ctils-i-lle' el
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Permit Fee: D/ ' to 0
3830 Pilot Knob Road
Eagan MN 55122 AUG 7 9 2017 Date Received: 00j9-/1
'
Phone:(651)675-5675
buildinginspections acitvofeagan.cam Staff:
2017 FIRE SUPPRESSION SYSTEMS PERMIT APPLICATION
Date: Aug 21, 2017 site Address: 3045 Highway 13, 55121
Tenant: Building Materials Outlet Midwest, Inc. suite#:
❑ Requirements: 2 complete sets of drawings and specifications,cut sheets on materials and components
Name:i----- Phone: 1
Property Owner
Address/City/Zip:
Applicant is: Owner X Contractor
Add 80 heads to existing fire protection system in existing structure;area to be sprinklered is currently unprotected
Description of work:
Type of Work
€ <' Construction Cost: $19,200.00 Estimated Completion Date: September 2017
Name: Frontier Fire Protection, Inc, License#: C120
Address: 75 E County Rd B cit : Little Canada
Contractor y
State: MN Zip: 55117 Phone: 6514891200
Mike Fulton mfulton@frontierfiremn.com
Contact: Email:
--- .......
FIRE PERMIT TYPE I WORK TYPE 1
1 Sprinkler System(#of heads 80) _New 1 Addition
'
Fire Pump _Standpipe I / Alterations _Remodel
Other: I _Other:
DESCRIPTION OF WORK: Ni Commercial Residential Educational
FEES
$60.00 Permit Fee Minimum Contract Value$ x.01 19200 I
1 Surcharge=Contract Value x$0.0005 192.00
r9 =$ Permit Fee
1 If the project valuation is over$1 million,please call for Surcharge
1 =$ 9.6 Surcharge
I $100.00 Residential New(includes State Surcharge) =$ 201.60 TOTAL FEE 1
1 3/4"Fire Meter-$290.00 =$ Fire Meter a
$ TOTAL FEE l
You may subscribe to receive an electronic notification from the City of proposed ordinances by signingup for d te,.,o
an email update on the City's
website at www.citvofeagan.com/subscribe.
I hereby apply for a Fire Suppression System 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 Minnesota Building/Fire 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 approved plan in the case of work
which requires a review and approval of plans.
x Mike Fulton x
Applicant's Printed Name Applicai 'snature
A 4/fS1
r
3oq 1Lvi
FOR OFFICE USE
REQUIRED INSPECTIONS
I/' Hydrostatic Flow Alarm Drain Test Ro h in
Trip Pump Test Central Station (/ Final
Conditions of Issuance:
! " •
` Ilj
/ /
Permit Reviewed b — ., Date: /9f / t 7+
I
....,,.. a..
For Office Use
% : : ; , Permit#:
/5- 670
•.•• ••.• ::tFee:
RECEIVED r ;
3830 PILOT KNOB ROAD I EAGAN, MN 55122-1810 Pa ment Recvd: Yes _No I
(651)675-5675 I TDD: (651)454-8535 I FAX: (651)675-5694 JAN 2 4 2020
Email: buiidinginspections(c cityofeagan.com dans: Electronic Paper I
Plan Submittal:eplans@citvofeagan.com —
2020 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
Date:
1/22/2019 Site Address: 3045 /4w Ll /
Tenant: Building Material Outlet > Suite#:
& ,fie ,
Name: Building Material Outlet Phone: 651-365-1141
,jib:. ,,,
Name.• Champion Plumbing License#: PC000308
Address: 3670 Dodd Rd Suite 100 City, Eagan state: MN Zip: 55123
-41
4, "#kk. .. 651-362-2622 ermits cham ion lumbin net
_ ph e. Email: p @ P P g•
Y New Construction Addition Modify Space
V Replacement Repair Rebuild Work in Right-Of-Way
Replace 3 toilets (1 in womens restroom, 2 in
gni .. <,,,,,,v, Description of work: P mens)
Irrigation System( yes/_no)(_RPZ I_PVB)
a ;1, • Rain sensors required on irrigation systems
F • Avg.GPM (2"turbo required unless smaller size allowed by Public Works)
!.:A ` • Meter Required-Call Utilities at(651)675-5200 to verity tests passed prior to picking up meter.
Domestic:Size&Type Fire: 1
'� :E Average GPM High demand devices? Yes_No Flushometers Yes_No
COMMERCIAL FEES Contract Value$ 2117.52 x O't
5
$60.00 Permit Fee Minimum 60.00
$60.00 PVB/RPZ Permit(includes State Surcharge) $ Permit Fee
$ 1.10 Surcharge
Surcharge=Contract Value x$0.0005
If the project valuation is over$1 million,please call City for Surcharge $ 61.10 TOTAL FEE
The following fees may apply when installing a new lawn irrigation system or $ Water Permit
connecting a new water service.
Contact the City's Engineering Department,(651)675-5646,for required fee amounts.
$ Treatment Plant
$ Meter Fee
$ Radio Read
_� _ _ _ $______�� State Surcharge __
$61.10 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.cltvofeaoan.com/subscrIbe.
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.
XTroy Good X100, f
Applicant's Printed Name Applicant s Signa ,r '
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