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3595 Krestwood Lane
Use BLUE or BLACK Ink -----------------i I For Office Us~,j~~~ 1 I I City Ol Permit I C I I Permit Fee: J I I 3830 Pilot Knob Road i I Eagan MN 55122 Date Received: Phone: (651) 675-5675 I I Fax: (651) 675-5694 Staff: I 201o FIRE SUPPRESSION SYSTEMS PERMIT APPLICATION* Date: Site Address: e4~t to Tenant: ices.. 01(i C Suite PROPERTY OWNER Name: ~p 5 11 S Phone: Address / City / Zip: Applicant is: Owner Contractor TYPE OF WORK Description of work: kv Construction Cost:_ Estimated Completion Date: R- --CONTRACTOR Name:, ~fJ/11/►l i License : ` 5 i ~ ~nnP c: ko_40 LA-) City: Address: f ' c5 ` ~C1 t . State:) 1 n Zip; Phone: Contact: LDO Email: FIRE PERMIT TYPE WORK TYPE Sprinkler System of heads New -Addition Fire Pump _ Standpipe _ Alterations Remodel Other: Other: DESCRIPTION OF WORK: - Commercial _ Residential _ Educational FEES $50.50 Minimum (includes State Surcharge) OR Contract Value $ x1% $ 5-(} Permit Fee - If Permit Fee is less than $1,000, surcharge is If Permit Fee is > $1,000, surcharge increases by $.50 for each = $ State Surcharge $1,000 Permit Fee (i.e. a $1,001-$2,000 Permit Fee requires a $1.00 surcharge). $ C)~ S~ TOTAL FEE 3/4" Displacement Fire Meter - $203.00 $ Fire Meter $ 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 ' ccordance with the approved plan in the case of work which requires a review and approval of plans. x Applicant's Printed Name Applicant's Signature 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 goaherstateonecall.org t FOR OFFICE USE REQUIRED INSPECTIONS Hydrostatic Flow Alarm Drain Test Rough In Trip Pump Test Central Station X Final Conditions of Issuance: / ` Permit Reviewed by Date: ? CASH RECEIPT ? , CITY OF EAGAN J 3795 PIL07 KNOB ROAD EAGAN, MINNESOTA 55122 DATE % 19 RgCE1V6b,..- -? , FROM t AMOUNT $ I I - d DOI.LAR4 100 ? CASH ? CHEc.If` FOR /f?_', . . FUND CODE pMOUNT l ? J J'' G i . Thank You 62828 BY } White-Payers Copy Yellow-Posting Copy Pink-File Copy ??- ----? la INSPECTION RECORD CITY OF EAGAN PERMIT TYPE: 3830 Pilot Knob Road Permit Number: Eagan, Minnesota 55122-1897 Date Issued: (612) 681-4675 SITE ADDRESS: ' APPLICANT: a ;•r -, (yiic?i : ?tfd; . PERMIT SUBTYPE: TYPE OF WORK: oi I ! I: i.,r iki5 P13:; ' INSPECTION DA • .A I ?F L & W E'lE3H _ A?4 fi F V T!- I't F CI R'; .1 f.l f GI.G. &I'r - -.,A& C)va _ 6plvft - ?G 3-8'-?- -?-o I Permit No. Permit Holder Date Telephona M ELECTRIC PLUMBING HVAC Inspaction Date Insp. Comments FOOTINGS p Zd0 FOUND FRAMING ROOFING RCUGH PLUMBING PLBG AIR TEST ?n C ROUGH HEATING GAS SVC TEST INSUL GYPBOARD FIREPLACE fIREPLACE AiH TEST FINAL PLBG Q.?ra FINAL HTG A ORSAT TEST BLDG FINAL BSMT R.I. BSMT FINAL UECK FfG DEC"< =iNAL ? ? ? 1 104 0*40"'?X rNl.w° /'//?4v" SITE ADDRESS ? ? -f- Unit # Permit # - y L I B ? Sect./Sub. `7?? "%?yu?•G'?'???`^L`?+?C - INSPECTION INSPECTOR DATE GOMMENTS G -G d U? ? ? ??-, ce 6 y7T- f a..s,. cv a s .c ?•? ? ii• ? e Am L/ -67?/ ..U?D'e- 4 /Ui,• cJ ? uiu 9, S N, f a-6 k) Ar?k ' ?-P ? N &-I-ql kq. R,l, '? • ? . TIRFS Pii]S WCrttfiCttt¢ nf CCCIipQnCv %iV of Wagan ?cpartracut of ZKitbing axocction This Certificate issued pursuant to the reqnirements of the Urtiform BuilQing Code certifying that at the time of issuance this structurr was in compliance with the variour ordinances of the City regulating buildrng construction or use. For Jhe following: Use Clauificuian: OMWIID. ?ffsr- Bidg. Pertnic No. 31598 OccupaKy 7'ype Zonina District Type Const. Owrcr o! Huildi. = PIM /ddess 601 TMVMM M. MMM=. M 55221 Building Addrzss 35q5 KRESIWOOD I.AM Loca,;ry L 1, B!, FIlW MUMMABA sMUM otTiciai ? POST IN A CONSPICUOUS PIACE CITY OF EAGAN 3830 Pilot Knob Road Eagan, Minnesota 55123 (612) 681-4675 SITE ADDRESSOPECTIUN RECORD PERMIT TYPE: Permit Number: O? Date Issued: ' 1 0 T, - I F57W(101l I AME { PERMIT SUBTYPE: f ;.;; r 'A t RAM i Nf lril APPLICANT: TYPE OF WORK: 1'. ,i ., I 1' I t i,N (' l Nii i ,??? ? ? ?? ?? F?I I CRi tlAV'f1F t t anr,, r•:. 17 (+1 rrr?faF N r ci 114 vI f? - .iI ? rv iH N l. ir.lit NA 14 t A ? ? Permit No. Permk Holder Date Telephone i S/YV PLUMBING ?lll q 0- A HVAC ELECTRIC ELECTRIC Inspection Date InsQ. Commenta Footings I Foundatbn Framing Roofing Rough Plbg. ,ts rvr Rough Htg. ? Isul. ' y{ Fireplace Final FNg. Orsat Test Final Pitig. Plbg. Inspector - Notily Plumber Con6t. Meter Engr./Plan Bldg. Final Deck Ftg. Deck Final Well Pr. Disp. k ? ? I II ,? H?,?RD$iiAb l t W-?"" BUILDING PERMIT i? ?I'S, ~.} Receipt # Tobeusedfor ;;.;?ili[IZANT Est.Value y16 0 0J Date •'u?Y 19 Site Address -% `• `? 5 KRFSTY411)00 L.J Erect ?=? Occupancy r3 " i;3ST j Lot 1 Block 1 Sec/Sub lividi;HAEIAemodel ? Zoninq LSC . Parcel No. Repair ? Type of Const V;i Addition ? No. Stories a Name :>LHLILTL Move ? Length i-o 1 = 515 uIiLAWAR .F.. Address Demolish ? ? Depth `}1 o nTmv c i C/A 7 A_C 46G Int. lmpr. Sq. Ft o Name T£C1f_C`JN. SERVZCES INC ??+ 13i;1 i:A:3'•:UN CIR $ i Address Assessment _ P- c;ri r'AR IB?????e _ 507/334-5573 water & Sew. F W rvame }[?DEE' S FOODS _z a Address 123? 1,10 _ aLRCIi T s W ciry zuCj;,.' Pt4e 919/977-2000 Police Fire _ I hereby acknowledge that 1 have read this application and state that the ?? 19?? b information is correct and agree to comply with all applicable State of Bldg. Off. Minnesota Statutes and City ot Eagan Ordinances. APC Signature of Permittee Tt ff Var. C loe , A Building Permit is issued to: 1`'?'fj '?'??'`? ' "'t?`?'' i2?i atl work shall be done in accordance with all applicable State of Minnesota Statuti Building OHicial CITY OF EAGAN 3830 PHot Knob Road, P.O. Box 21-199, Eagan, MN 55121 PHONE: 454-8100 Permit Y 0.5.3 .Ulu Surcharge 90.(0 Plan Review 316.50 SAC 2.300. UQ Water Conn. A/A Water Meter Lv A Road Unit 1, 216 . UU Tr. PI. u24 . QO Parks 1.240.00 Copies T,,.,l 46,421.50 on the express condition that City of Eagan Ordinances. - wrmn No. P.rmn How.r Daie TNopAonm N PlumWn4 (- H.V.A:C. saft.nw Iraprctbn Dab inap. Commonb Foodnys I -55 ? FooNnys II ?d Foundatlan g Framinp r Rooflep C9 -./3'-?6 4) C? Rough Plby. ? - Z 7 ? Rouph H1y. L Inwl. Fireplac• Flnsl Ntp. Final Plby. &dy. Ffnd CM.Occ. ? ? /1-A lo, ` -ze . ` Daelt F1q. ID*ck Frmy. Well Pr. Dhp. I - • PERMIT # 7 ? a( ? ? . • ' MECHAMICAL PERMR RECEIPT # '? 2 L 0 ? CITY DF EAGAN _ 4 ? 3830 PILOT KNOB ROAD, EAGAN, MN 55121 DATE: CONTRACT PRICE $25,700 PHONE: 454-8100 Site Address 1595 re5 woo ane Lot? Block Sec/Sub ' - gLpG. TYPE WOFIK DESCRIPTION -P",, ? ? x Res. New ? Name Mult Add-on ? Address x Comm. - . Repair c City Sun Pra 1 ri e Phone608- 241-934 pther Name FEES ? 3 Address RES. HVAC 0-100 M BTU -$24.00 p City Macnn C1ty, iA phone ADDITIONAL 50 M BTU - 6.00 ADD-ON AIR COND. 0-24 8TU - 12.00 TYPE OF WORK ADDITIONAL 6 M BTU - 6.00 GAS OUTLETS - 1.50 EA Forced Air M BTU COMM/IND FEE - 1% OF CONTRACT FEE Boiler M BTU MINIMUM - RESIDENTIAL FEE - 10.00 Unit Heater M BTU MINIMUM - COMM/IND FEE - 20.00 Air Cond. M BTU STATE SURCHARGE PER PERMIT - .50 (ADD $.50 S/C IF PERMIT PRICE GOES Vent CFM gEyOND $1,000.00) Gas Piping Ouda7s # Other FEE 257.00 _ _ S/C: .50 SIGNATURE Of PERMfTTEE TOTAL• 257.50 ? FOR CITY OF EAGAN Site Address % Lot ` Block a? ? c PERMIT # PLUMBING PEAMIT RECEIPT # ?2? CITY OF EAGAN 3830 PILOT KNOB ROAD, EAGAN, MN 55121 DATE: ?Name j/2 . s 11 c Address p City Phone FEES COMM/IND FEE - 1% OF CONTRACT FEE MINIMJM - RESIDENTIAL FEE - $10.00 MINIMUM - COMM/IND FEE - 20.00 STATE SURCHARGE PER PERMIT - .50 (ADD $50 S/C IF PERMIT PFNCE GOES BEYOND $1,000.00) FOR CITY OF EAGAN BLDG. TYPE WORK DESCRIPTION Res. New M ult Add-on Comm. Repair Other N FIXTURES W Cl 3 i TOTAL ater oset - $ .00 Bath Tubs - $3.00 Lavatory - $3.00 -Shower - $3.00 ,' Kitchen Sink - $3.00 Urinal/Bidet - $3.00 Laundry Tray - $3.00 Floor Drains - $1.50 .?_Water Heater - $1.50 Whirlpool - $3.00 =Gas Piping Outlets - $1.50 Softener - $5.00 Well - $10.00 Private Disp. - $10.00 1 Rough Openings - $1.50 , , . FEE: STATE S/C: GRAND TOTAL• ?J 6 V ? aol" - AteeOzt?c, INSPECTIQN RECORD CITY OF EAGAN PERMIT TYPE: 3830 Pilot Knob Road Permit Number: I Eagan, Minnesota 55122-1897 Date Issued: (612) 681-4675 i SITE ADDRESS: APPLICANT: ( -. i i;{ '. ?. ? ii;???? 1 t1?i . , ,.' , ,i??S . ' Ni , i•1,: -. Pf E r,irdl f1AFtA ; r ?.' i •}?.?! ?,?,;??q PERMIT SUBTYPE: Rt"idHRK + t 71'.NRNN I NAMI IiARt)F F 5a ( FI)RMF ki Y) TYPE OF 1NORK: t-,b 00 ? ? .....?. Permft No. Permk Holder Dats Te{ephone ft ELECTRIC PLUMBING HVAC Inspection Deta Insp. Comments FOOTINGS ?J FOUND FRAMINO ROOFING ROUGH PLUMBING PLBG AIFi TEST ROUGH HEATING GAS SVC TESl' INSUL GYPBOARp FfREPLACE FIREPIACE AIR TEST FINAL PLBG FINAL HTG ORSAT TEST BLDG FINAL BSMT R.I. BSMT FINAL DECK FfC3 DECK FINAL CITY OF EAGAN VIIATER SERVICE PERM 3830 Piint Knob Rwd P. O. Box 21199 pERMIT" NC1: Et-aan, MN 55121 DATE: Zoninp: _ _ •?,r?{ NO. Of Urin; (••ardees) Tecl-i Co-? Services O o r, wr Fess: ' 599) Krr? s t ??:oo.l L. s• 1: st ``ir.,iehaha Addn. t? Addres?: !:;.`t:es?.i? -'1 .? '1iCS1 umber. ?.: 53 ? yo 336 _ ;? ? • u: / i /?oc It ?re 1?,,? ? . No.: Ld? q I Nm h Mmp1l Mo IM 41 ciwl .`OPd ? ,•--, Op ? '? Mi.c. Choms: n , Total: Date Paid: I nsp.: I nsp.: ?v (o CITY OF EAGAN WATU SERVICE PERMIT 3830 Pilot Snob Road P. O. Box.21199 PERMIT NO.: Eagei., MN 55121 D/1TE: Zanirg: No. of Uniis: wr - O : wi /lddross: Site /lddress: r: Pl b um e AMter No.: Cora+ection Charys: Siza: llcoount Depoilt: Rsader No.: Permit Fee: . I Mm M omwlr wMw !M City oi swm Surdhoroe: p„N L Misc. CMrpes: Total: gy Dore Poid: Date of Irnp.: Irop.: CITY OF EAGAN SEWER SERVICE PERMIT 3830 Pilot Knob Road PERMIT NO P. O. Box 21199 .: Eaga•., MN 55121 D/1TE: Zw?in0: No. of Units: = } Own.r: • C-rvices Addross: Site Address: Plumber: 1 yno to aerolp wilr tiM Citi of ft/mw O?dinanoa. ey Oote of irup.: Canroctian Chow: Z /lcaounf Deposit: Permit Fee: Surc?wrpe: Misc. Chorpm Totnl: Qote Paid: U c-I ?? , ?-?i-/ d4,l,,7 at,? ... __„ . . ClTY_`bF EAGAN `% "r`°• 3795 PILOT KNOB ROAD ? DOLLApg ?ao ? CASH CHECK FOX ?.F a?<. /.1!???J runu cooe wMouHr ' a o C ? 0 3 (?. • `: \ ?,. ? , Thank You N_ 62667 B"?? , ? White-Payers Copy Yellow-Posting Copy Pink-File Copy EAGAN, MINNESOTA 66122 HARDEE' S CITY OF EAGAN RR?' 3830PN ICn4i Road,,P.O. Box 21-199, Eagan, MN 55121 ?2 11934 PHONE: 454-5700 ' BUILDING PERMIT Feceipt q 7obeusedror RESTAURANT Estvalue $180,000 oate MAY 19 1086 SitaAddress 3595 KRESTWOOD LN Erect ff Occupancy A3 Lot? Block 1 Sec/Sub. FIRST MINNEHAHARemodel ? Zoning CSC Parcel No. Repair u Type of Const. Vn Addition ? No. Stories } $ Name STAN SCHULTZ Move ? Length z 515 DELAWARE Add Demolish ? Depth - ?1 o reSON C$1$ ??h Fh?r?'e Int.lmpr. ? t u ? I Sq.Ft 3 600 ns a , a o TEC[{ CON SERVICES INC Approvals Feea Name - • 1301 CANNON CIR $a Address Assessment_ : C,ty FARIBAU&,ane 507/334-5573 water& Sew. w W IName HARDEE' S FOODS ? m; nddress 1233 NO CHURCH ST g W C;ry ROCKY IQq,W„e 919/977-2000 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 Mmnesota Statutes and Ciry of Eagan Ordinances. Signature of Police - Fire Eng. Planner Council 81dg.Off. 5 19 86 APC Var. Date Permit Y OJJ. V V Surcharge 90.00 Plan Review 316. 50 SAC 2,300.00 water Conn. N A Water Meter N A Road Unitl, 218. 00 Tr. pi. 624.00 Parks 1,240.00 Copies?? T..b.l 4Vi1+1 -?O A euildin Permit is issued to: TECH. CON. SE VICES INC ?9 on the express condition that all work shall be done in accordance with all applic3ple St of Minnesota tatutes nd City of Eagan Ordinances. BuJding Otticial ?._? ? _P? i?r -- _ K34884 ?/ "? ??/° fiepues?Date 3-a b q 3 Fire No iiough-i Inspectwn Reqmretl ? ReaCy Now ? WiII NoLty Inspecbr Wh R C > - Ves E. No en ea y IX- hcensed contractor rJ owner hereby request inspection of a6ove electrical work at: .bb Atltlress (Sireet. Bw or Route No.) 35 re?WOOG Qy E Seclion No TownsM1ip Name or No Range No Co^unry_ Occupant (PRINT) Phore No. r Pawer Supvlier Atltlress Electncal Gonvattor ICOmpany Namel M el ras ?l ? c?.. she. . ConVactor5 Lwanse No CAO i 13 Maihng Aooress (ConVaclor or Owner Makmg InstalleLOn) gOX-o2' M? I rps YYl IJ 5/0353. Aut?ori n re (Contracror, ner Ma 1 ilalion) Ph one Numper ^ MINNESOTA STATE BOAflO ELECTRICITY THIS INSPECTION qEQUEST WILL NOT GrIpBs-MlEway BIOg. - Room S113 BE ACCEPTED BY THE $TATE 60AR0 1831 Univarsity Ave, SL Vaul. MN 55104 UNLESS PROPER INSPECTION FEE I$ Phone(674) 6C2-0800 ENCLOSED REQUEST FOR ELECTRICAL INSPECTION ?-? ee?.oJoow-oe ? Sre insttuctions focmmplenlg[nis form on bad of yellow copy. ? K 34884 "X" Below Work Covered by This Request ew Add Rep TypeofBuiltling AOPliancesWired EqwpmenlWired Home Range Temporary Service Duplex Water Heater Electric Heating Apt Buildmg Dryer Other-(Specify) Comm.Andustnal Fumace Farm Air Condrtioner Other (syecity) Conlractork RemeBs Compute Inspection Fee Below: # Other Fee # SermceEntranceSrze Fee # Qrcutts/Feetlere Fee Swimming Pool 0 to 200 Amps 0 to 49B-Amps30 a4• TranSformers Above 200 _ Amps Above 700 _ Amps Si9nS Inspecror5 Use Only C^ ? TJ TOTAL ? trngahon Booms Q.hiS+"QG ?- i- Special Inspeclion j, ?U(J ' Alartn/Communicauon THIS INSTALLATIO MA BE?ORDEREU'DISCONNECTED IF NOT Other Fee COMPLETED WITHI 18 M¢N?HS:.-' I, the Electncal Inspector, hereby Rouqn-in oete certity ihat the above inspection has been made. F111ei p e OFFICE USE ONLY This repuesivoiC 18 months Iram Th,s reQUest wrd5 18 monihs irom ? .17Ql 7 ? Cc aV & 3 •?x ?G ?•?• Re9u re0? ...?AeadY Now ? W?II NotilY InsOCr ^ 5/15i86 ?ves mrwhe?xeady •LicenSed Electrical Conlractor 1 hereby repuest insOeetion of above ? Owner elaclrical wwk irtWlled et: Street AAdress, Box or Rwte No. City 3595 Krestwood Lane Eagan ecuon Toxmship Name or No. Mnge No. Counly Dakota Occupan[ IPitINTI Phone No. Hardees Restaurant Power Supplier Atltlress ?o0 - 220 Street W. Dakota Power Farm ing Elochical Contractm (Compa'ry Name) Convactor's Liccnse No. BEN FRANKLIN ELECTRIC, INC. 040970-8 MailinB Address (Contractor or Owner Makine im1ailationl 4600 Chicago Av. So. Mpls., MN. 55407 Authonz Sig.ature (COntracmr Owrer Making Installatmn) Phone Nvmber , 9)4 ,14?J 827-2903 YINNFSOTq yTp7F BpppO OF EIFCTRICITY THIS INSPECTION REQUEST MILI NOT Griggs-MidwaY Bldq. - Room N-191 BE ACCEPTED BY THE STA7E BOARD 1821 UoiversitYAve.. St. Peol, MN 55106 UNLESS PROPER INSPECTION FEE IS 595 ENCLOSED. P?. (612) Z97?111 i[,_Q ?QUEST FOR ELECTNICAL INSPECTION Ea'°°°°I"w ? See iBtncliens br eompieling ehis tvm an back oT Yellow copy. 7?? 7 ""X?" Be/ow Woik Covered by This Request , ee Rep. Typq oi BuiMing Appliancea Wirad Equipment Wired Home Range Temporary Service Duplex Wamr Heater Lightiny Fixtures Apt. Building Dryer Electnc HeaLn Comrtierciat Bidg. Furnace Silo Unloader Mdustrial'Hrg. Air Conditioner Bulk Milk Tank Fafm thm ceci ther ISUer.ifyl t r (Syecify ther Olher omnu[e lnsuection Fre Below p Fea ServiceEntreneeSize # Fen Feeders/SUbleeders N Fee Circuits 0 to200A 5 0 to30qms 0 to30Am Above 200 Am{n 37 to 100 qmps 2,0,f,p 31 to 100 Affwps Swirmning Pool t).00 Above 7 W_Am Above 100_Amps Transiormer5 Irrigation Boorts Partial- Other Fee Signs Special Inspec:ion TOTAL FEE Re?.ks floupi?-in Dat...? ? 1. the fl9c ? Inspecbr, hereby certi7V thei the above Final Oat? inspecxion h?s been noae G/ . rn's na?st wa 1a nwnu?s M1m, Thos BOUESt vOid q-s `,o rtnnths (tom a ? 7 9 16 L-- (3! rh ti - ? - ^ ? 3 Requcst Dat Flre No. p-?n Inspecvion Ruug ReQU?? ReaEy N. ? Wrll Nolily. InsOec- ? ? 3 ? Yes ?NO br When Ready ? Licensed ElecVicai Con[ractor I h¢reby repuast iesuection of above ? Owner elecbieal wark i?atalied at Street Atldre? 8 or R te No. 3.5"9's1 e..s-` oo o L A-lV Ci[v jFr4 A-N ection o. Townsh,p Name or No. Range No. County Oc HINT) (P ?e No. A Rall-AWRAAd •' ? 74 Pow¢rSuppher nae3B - .2a 0 Electrical ConVactor ICompany Namel ? ?r?l ?" n/l Gtw ?L2cfi(,<2 Conlractoi s license No. v?lo 70 - 8' Maili Address (Cont tor r Owner Making instailauon) looo -lcAlgo so Authorized Sie^eNre IConVactor Ow?r Mak'np ?rtallationi Mone NwMer ?1 2 . .?u -- . IJ L1INNESOTp STATE BOARD OF ELECiRICITY THIS INSPECTION REQUEST WILL NOT Griggs-Mitlway B10g. - Room N-191 BE ACCEPiED BY THE STATE BOARD 7821 UniversitY Ave., St. Paul. MN 55704 UNLE55 PROPER INSPECTION FEE IS vh.,m 161212972111 [ ENCLp$ED. - - : -?SI nenuesr Foe ELEcrxtcru inSPEcnont blft Elf-00001-114 , See igettuotions for completi?g this form on beck oi yellow copY- uda &a ?63 O 11 c v4w ?? U X"" Below Work Cmered by This Request Nm4A4tl1 Rep.l Tvoe of Beiltlina 1 Aooliamen tiir? 1 / Eouioment qired I Water Ik k Fee ServiceE?rtra?eSae N Fae Feedars/Subteaders tt Fee Circuits 0 to 20? Am - 0 to 30 Am s Above 200 qmps 39 to 700 Artg?s 31 to 100 Am Swinming Pool Above 700_Mips Above 1(Hl_F?m{r: Transiormers Irtigation Boolrs Partial- Dther Fee Sigis Speciai lnspectron i enorks 5 J7 oO TOTAL GEEC-_?' ( 3.j ? flough-in r Da?e 1. the Elec ? ?? ? ' ? hapecW, hereby ' • " certiiY that tha above Final :..P?ie ? inspectuon has be¢n ?y ?ae. tMSnpueatwW 18monHmirom October 17, 2008 Mike Maguire Mavoa Paul Bakken Cyndee Fields Meg Tilley CAUNCIL MEMBERS Thomas Hedges CRY AOMINISTNATOfl MUNICIPAL CENTER 3830 Pilot Knob Road Eagan, MN 55122-1810 651.675.5000 phone 651.675.5012fax 651.454.8535 TDD MAINTENANCE FApLT! 3501 Coachman Point Eagan, MN 55122 651.675.5300 phone 651.675.5360fax 651.454 8535 TDD www.cityofeagan.com THE LONE OAK THEE The symbol of strength and growth in our community. Joseph Varley Joseph Vazley Constnxction 16800 Shieldsville Blvd Fairbault, MN 55021 Ryan Benning Tires Plus 8011 34t° Ave S Bloomington, MN 55425 Re: Landscape InspecUon 3595 Krestwood Ln, Eagan MN 55122 In March of 1998 a$5,000 landscape security deposit was submitted to the City of Eagan in conjunction with issuance of the building permit for construction of the building at the above referenced location. These funds are eligible for release to the depositor at this time. Please note that the property owner continues to be responsible for maintaining the health of all plantings on the property. In accordance with section 11.70 of the Eagan City Code, the property owner must maintain all landscaped azeas, and install healthy replacement plants for any plants that die or are removed due to disease. Maintenance shall include removal of litter, dead plant materials, unhealthy or diseased trees, and necessary pruning. An inspection will be conducted by city staff next spring/suxruner to verify that the condition of the landscaping is acceptable under city code. Thank you for your attention to this matter. If you have any questions, please call me at 651-675-5684 or Planner $arah Thomas at 651-675-5696. Sincerely, ? Fran Doherty Planning Deparhnent cc: Sazah Thomas, City Planner October 13, 2008 Mike Maguire MAVOF Paul Bakken Cyndee Fields Meg Tilley COUNCIL MEMBERS Thomas Hedges CITY AOMINISTHATOH MUNICIPAL CENTER 3830 Pilot Knob Road Eagan, MN 55122-1810 651.675.5000 phone 651.675.5012 fax 651.454.8535 TDD MAINTENANCE FACIIRY 3501 Coachman Point Eagan, MN 55122 651.675.5300 phone 651.675.5360 fax 651.454.8535 TDD www.cityofeagan.com THE LONE OAK TREE The symbol of strength and growth in our community. Joseph Varley Construction Inc. 16800 Shieldsville Blvd. Fairbault, MN 55021 Re: Landscape Inspection 3595 Krestwood Ln., Eagan, MN 55123 In Mazch of 1998 a$S,OOO landscape security deposit was submitted to the City of Eagan in conjunction with issuance of the building permit for construction of the building at the above referenced location. These funds are eligible for release to the depositor at this time. Please note that the property owner continues to be responsible for maintaining the health of all plantings on the property. In accordance with section 11.70 of the Eagan City Code, the property owner must maintain all landscaped azeas, and install healthy replacement plants for any plants that die or are removed due to disease. Maintenance shall include removal of litter, dead plant materials, unhealthy or diseased trees, and necessary pruning. An inspecrion will be conducted by city staff next spring/summer to verify that the condition of the landscaping is acceptable under city code. Thank you for your attention to this matter. If you have any questions, please call me at 651-675-5684 or Planner Sarah Thomas at 651-675-5696. Sincerel , Fran Doherty Planning Departmen cc: Sarah Thomas, C.ty P.a....er Mike Maguire September 5, 2008 MAVOR Joseph Varley Construction Inc. Paul Bakken 16800 Shieldsville Blvd. Fairbault, MN 55021 Cyndee Fields Meg Tilley Re: Landscape Inspection COUNCIL MEMBEFS 3595 Krestwood Ln., Eagan, MN 55123 Lot 1, Block 1, First Minnehaha Addition Thomas Hedges CITY ADMINISTRATOR Dear Mi Vazley: In March of 1998 a$S,OOO landscape security deposit was submitted to the City in conjunction with issuance of the building permit for construction of the above building at 3595 Krestwood Ln. City staff recently conducted a landscape site inspection of the above property. The MUNICIVAL CENTER following is a list of items that appear to not meet city code. For your reference I have 3830 Pilot Knob Road included photos of the site taken during the inspection. Eagan, MN 55122-1810 651.675.5000 phone . The trees on the property are in poor condition 651.675.5012 fax . Shrub beds require regulaz weed control and trimming maintenance. 651.454.8535 TDD . Within the shrub bed shrubs are missing or dead and need to be replaced. Section 11.70 / 11.60 Landscape Plan Violation / Request for Landscape MAMTENANCE FACILITY II1SpeCYlOR 3501 Coachman Point Eagan, MN 55122 Please take action to correct these items yet this year. Upon satisfactory re-inspection 651.675.5300 phone next spring/summer, the deposit can then be released. Please note that after the release of your deposit the property owner continues to be responsible for maintaining the health of 651.675.5360 fax all plantings on the property. 651.454.8535 TDD If you have any questions, please call me at 651-675-5684 or Sarah Thomas at 651-675- 5696. www.cityofeagan.com Si rely, ? Ffan Do erth ? Planning Deparnnen`C---? THE LONE OAK TREE The sym6ol of Cc: Property Owner, Realty Income Corp., 220 Crest St. W., Escondido, CA 92025 strength and growth Sarah Thomas, City Planner in our community. George McQuiston, General Mgr. Abra Auto Body & Glass 1399 Town Ctr. Dr. Eagan MN 55123 Ryan Benning, District Mgr. Tires Plus 8011 34?' Ave. S., Ste. 334 Bloomington MN 55425 J W. Rick Burns, Mg. All Imports & Domestic Auto Services 1399 Town Ctr. Dr. Eagan MN 55123 Herb Kimball, Mgr. Car X Auto Service 1399 Town Ctr. Dr. Eagan MN 55123 Ed Lewis, Mgr. Gemini Automotive Caze 1340 Duckwood Dr. Eagan MN 55123 M'ichael Minarcik, Mgr. Firestone 1399 Town Ctr. Dr., #15 Eagan MN 55123 1q11dtV oF eegan PAT GFAGAN July 30, zooa , Mayor PEGGY CARLSON CYNDEE FIELDS MIKE MAGUIRE MEG TILLEY Council Members THOMAS HEDGES Ciry Adminis[ncor Municipal Center. 3830 Pilot Knob Road Eapn, MN 55122-1897 Phone: 651.675.5000 Faz: 651.675.5012 TDD: 651.454.8535 TvGintenance Faulity: 3501 Coachman Point Eagan. MN 55122 Phone: 651.675.5300 Fzx: 651.675.5360 TDD: 651.454.8535 www.uryofeagan.com THE LONE OAK TREE The rymbol of strengfi and growch in our communiry MR RYAN BENNING DISTRICT MGR TIRES PLUS 8011 34' AVE S, STE 334 BLOOMINGTON MN 55425 Re: Vehicle Tesring on Loca! Eagan Streets Deaz Mr. Benning: The City of Eagan recendy completed several traffic engineering studies on the neighboring local residential streets. During the research for these studies, comments were made by adjacent residential property owners that some of the local residential streets, such as Crestridge Lane from Pilot Knob Road to Denmark Avenue, have been used as a test driving route by some of the caz repair facilities in the Town Centre azea. While we recognize that these aze public streets and available to any licensed vehicle and driver, we would like to request that any test driving of customer vehicles not use any of the local streets south of Duckwood Drive or west of Denmazk Avenue. When using other commerciaUarterial streets, please be reminded that all rules of the road and applicable laws must be adhered to. I'm sure you can appreciate the residents' concem for this referenced non-local use. We would sincerely appreciate it if you would inform your employees and their supervisors accordingly. Your sensitivity and cooperation will be greatly appreciated. Sincerely, Thomas A. Colbert, P.E. Director of Public Works TAC/jj C: Kent Therkelsen, Chief of Police Russ Matthys, City Engineer CITY USE ONLY PERMIT #: 5 1_ RECEIPT DATE: APPROVEDBY: ?P el -?-0 y ,INSPECTOR EOOE COMMERC1i4I. MECi3ANICAI. PERMIT APPLICATION CITY Og EAH" 3$30 PILOT KROB Rp EA4564N, bIN 55122 651-681-4675 Please complete for: all commerciallindustrial buildings multi-family buildings when separate permits are not required for each dwelling unit DATE; 4 / - / '?T -U.4-) SITEADDRESS: _??t1s OWNER NAME: ? TENANT NAME (IMPROVEMENTS ONLY): W AC THRRR A PRFV7(li T.C TFNANT TN THTC SPACF7 nJSrn STREE CITY: TELEF WORK TYPE: Specify Natiae of W q?7 When lnstalling/ren P[umbing inspector. New conshuction _X Interior Improvement 4_ Processed Piping Install U.G. Tank Remove U.G. Tank call 651-681-4675 for inspection by Fire Marshal and Fees: 1% of conhact price OR $50.00 minimum fee, whichever is greater. Underground tank removaVinstaltation = minnnum fee Contract price: $ ?(J x 1% j • ?1 (Base Fee) State succhazge , calculate at $.50 foi TOTAL $ O' Sv #: 6s/- V A N NAMF.• .._--- D??????=?'?`?L ? n!??i ?, 2 2^^? ?i 61,000 Base Fee NATLJRE OF PERMITTEE bal- Updated 1/02 CITY USE ONLY PERMIT #: RECEIPT DATE: 2008 RSIDEPTIAL MECH4NIClEL PEiM1T APPLICATION crrY or EALsax 3$30 f11.OT KFOB RD EASAN 1uY 5518E 651-6$1-4675 Please complete for: ? Date: SITE ADDRESS: OWNER NAME: INSTALLER NAME: STREET ADDRESS: CITY: single family dwellings townhomes and condos when permits are required for each unit STATE: Place a check mark next W the permit work type TELEPHONE #: TELEPHONE #: ZIP: _ Add-on, modification or alteration to existinq dwelling unit $ 30.00 • furnace replacement • air exchanger • air conditioner • other Nature of work: State Surchar e $ .50 TOtal $ SIGNATURE OF PERMITTEE voz Lfi i ? . COMMERCIAL BUILDING PERMIT APPLICATION ' CITY OF EAGAN 651-681-4675 Foundation Onl New Construction Interior Im rovemen; • SWCturel Plans (2) sets • ArchitecWral Plans (2) sats • Archiieciural Plans (2) sais • Civil Plans (2) • SWClural Plans (2) • Code Analysis (1) •' • Certificateo(Survey (1) • CivilPlans (2) • ProjeclSpecs (1) • Code Malysis (t) " • Landspping Plans (2) • Key Plan (t) . Project Specs (1) • Code Malysis (1) •` • Master Exit Plan (1) • Spec. Insp. & Testlng Schedule •' . Certifiqte of Survey (1) • Energy Calwlafions (1) noc aiways" • Soils Report (t) • Spec. Insp. 8 Testing Schedule (1) " • Elec. Power 8 Lighting Fortn (1) notalways" • Meter size must be established • Meter size musl be established • Meter size must be establishe"_ - if applipble • ProjectSpecs (1) 1 • EnergyCalculations (1) 1 • Electric Powet & Lighting Form (1) 1 • Masler Exit Plan (1) 1 1 • FireProlectionPlan (1)" 1 1 • SoilsReport (t) 1 . MC/ES SAC determination letter • MCfES SAC determination letfer • MC/ES SAC detertnination letter call 651-602-1000 call 651-602-1000 call 651-602-1000 " Contact Building Inspections for sample Food 8 beverage or lodging faciliUes: Plan must be submitted to Minnesota DepaRment of Health DATE SN OI WORK TYPE _ NEW _ REMODEL CONSTRU SITE TENANT NAME FORMER TENANT NAME DESCRIPTION OF WORK Name?? ? PROPERTY Last OWNER SReet Ciry l Company {jrjt,?s State ll?htil Zip 554LL q e?; -,- _/ q -7 - -70 Ov ?N?;Phone# (aS City 01? NtJ State 11?kK) ARCHITECT/ ENGINEER Company Name Street Address City By State Phone # -_q,? \?? S- I c, - () ( Registration # Licensed plumber installina new sewerlwater servlce: Phone #: Zip 1?;Sl Z`L Zip I hereby acknowledge that I have read this application, state that the information is correct, and r e to comply with all applicable State of Minnesota Statutes and City of Eagan Ordinances. Signature of Applicant:_?tn..- Updated 1/[ L? call 651-215-0700 for details. FION COST 'C, ?- 4 PhoneN?(=-n First x ? OFFICE USE ONLY SUBTYPE ? 01 Foundation ? 14 Apartments ? 15 Lodging ? 25 Miscellaneous WORK TYPE ?31 New 32 Addition ? 33 Alterations ? 34 Replacement ? 26 Public Facility ? 30 Accessory Bldg. ? 27 Commercial/Industrial ? 32 Ext Alt - Apts. ? 28 Greenhouse ? 34 Ext Alt - Comm. ? 29 Antennae ? 35 Ext Alt - PF r `y"z?-h!`r ? 37 Nail Salon z ffi , ' ? ? 35 Tenant Impr ? 42 Demolish (Found) ? 46 Windows/Doors ? 36 Move 81dg ? 43 Reroof u 47 Repair ? 37 Demolish (Bidg) 11 44 Siding ? 48 Authorization ? 38 Demolish (Int) ? 45 Fire Repair GENERAL INFORMATION Qyrq Census Code Zoning SAC Code # of Stories No. of Units _L Length No. of Bldgs. Width Const. (Actual) ? Basement sq. ft. (Allowable) First Floor sq. ft. UBC Occupancy ? sq. ft. L -.Z sq. ft. sq.ft. sq. ft. sq. ft. MC/ES System City Water Fire Sprinklered MISCELLANEOUS INSPECTIONS ? Gas Service Test ? Heating ? Insulation ? Plumbing ? Stucco/Stone APPROVALS Planning Building Engineering Variance Permit Fee 3 VALUATION $ S,19 ?J? 3 Surcharge Plan Review MC/ES SAC % SAC City SAC SAC Units Water Supply & Storage Meter Size S/W Permit S/W Surcharge Treatment Plant Park Dedication Trails Dedication Water Quality Other Copies I Z Total S-C?- . U v 0 ? d ? ? TtAT Zoxa EAGAN ?y BY RE'1/??A3 FP? - .S- IS-Q ` BUILUING IN5PECTIU?u5 DEPTe, G r 0 0 -? d ? ? ` ??- ?...? ? Tt.a'r 2oX 2 p ? ? ',,.-?EAGAM REVfEWED BY _ --- ?? ? DATE: L BUILDING INSPECTIONS DEPT., C-a+".1 c4-, ) I(`C?S ?? () 0? ;-. _?'_--- - ? .•- :.?? ?? L?S movement, emergency access and existing business activities. (d) The sale or event shall have no signs in violation of the Eagan City Code sign regularions. (e) Tents and temporary membrane structures having an azea in excess of 200 squaze feet and canopies in excess of 400 squaze feet shall be subject to a building pemut. (f) The owner and/or operator of the sale or event shall have the written permission of the fee owner of the property on which the sale or event is located to use the specific site. (g) Hours of operation shall be subject to this chapter's regulations governing hours of operation for commercial business. (h) No pazking shall be permitted on any adjacent parcel without the prior written permission of the adjacent parcel owner. 3. Noncompliance. Failure to comply with any condition set forth in a conditional use permit, in this subdivision, or any other violation of City Code provisions, shall constitute sufficient cause for the termination of the conditional use permit by the council following a public hearing. Cities Di2ital Qualitv Control The following image represents the best available image from the original page. Every effort was made to capture the content from the original page. PERMIT cz ? . ? ? ? ? 2; ? 'f?' ` CITY OF EAGAN 3830 Pilot Knob Road PERMIT TYPE: Eagan, Minnesota 55123 Permit Number: (612) 681-4675 Date Issued: SITE ADDRESS: ? t1 ) I? ? J r7 ?? I f?'_ 'l I ?11V U?? i?(_ 1 1. I'?i l DESCRIPTION: tit?k?F_i. ? s `RI l 1 1 IJ]4g 7 tJ p:' (. U PI ri .? I ?'i Ll . f+i I°s I. , , Hua.lciinq ??lork 'fvu" P.I.TI_RA?lON ? U13 C 6ccu pen?^ar 13-9 ?,- ? • _ / ' -cl ? ? ., ??'. % ?- ??, Yr-? REMARKS: t Q ur-H I r,r, ronivEj I) ia 1 r! r:iics,tn r,:3FA FEE SUMMARY: ?/,'t tunilo,,! 1 5,0 cav, H, ". .., ,'l,iii fi?.,.?i?'.? ,.Lc;? ?. ; I ' CONTRACTOR: AID L; co n ;_ OWNER: rF;,Y i.rJhlA' i^IT? J IiVC 332;'96 2 SCIiL;!.Tt Eh:TER?R1"7E5 P U ti 1) ;( 9 1 P I.. i]Pd i;I"f :!1 5+990 1 '.ri,'i ,. 1=l0; (! -)n^; 16 I i?-c'1y ,.rl.no wr;dqa tFia" - have rd , F'i3 o p(j11ra`.iuri ,tod ,?.9`c• I-.,.t ILc• 1nPotm col're' c; .°fl (J 2I iI I':>e 0 c0 i -ip?y dlii,fi _01 1 a pp 1 c:,<lr1aSi„R1• rt i'li9 .L.,t.ut,s ?nc' C1ty ,t Leii Urd?n-i:ic',. ? - I ? GN?T?II I AP LICANT/PERMITEE G ATURE E Y RE i REACTIVATE _ PERMIT # I CITY OF EAGAN ? 1'',,. ; 0 1993 BUILDING PERMIT APPLICATION ' 681-4675 e.r I E;d _3 -11 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: 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 March / 2 / 1993 Valuation of wark 15,000.00 Site Address: 3595 Krestwood Lane STREET SUITE / Tenant Name: (commercial only) xardee's xestaurant SIACK d P.I.D. N n of work' Interior remodel kitchen area e ui ment conversion ant is: O Owner ? Contractor ? Other (Deceribe) Name Schultz Enterprises Phone 515-423-1657 usT FiRST lOwner pddress 520 S. Pierce Suite 132 STREEi STE 0 City Mason City State IA Z{p 50401 Company Gray Companies Inc. PhOne 507-332-7462 or Address Po sox 465 License # Exp. City Faribault Stdt2 MN Zip 55021 Company Phone ArchitecU Eng(neer Name Registration # Address City State ZiP Sewer & water licensed plumber xiamm Mechanical m-599 . 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: OFFICE USE ONLY BUILDING PERMIT TYPE ? 01 Foundation ?.02 SF Dwg. ? 03 SF Addition ? 04 SF Porch ? 05 SF Misc. ? 06 Duplex ? 07 4-Plex ? 08 8-Plex O 09 12-Plex ? 10 Multi. Add'1. WORK TYPE O 31 New O 32 Addition 0(33 Alterations ? 34 Repair GENERAL INFORMATION J? ?? . .. V6 ? 11 Apt./Lodging ?'??, a8-sement Finish ? 12 Multi. Misc. ? 17 Swim Pool ? 13 Garage/Accessory ? 18 Comm./Ind. ? 14 Fireplace IX19 Comm./Ind. Misc. ? 15 Deck ? 20 Public facility ? 21 Miscellaneous ? 35 Tenant Finish ? 37 Demolish ? 36 Move Const. (Actual) Basement sq. ft. MWCC System SAllowable) lst F1. sq. ft. City Water UBC ccupancy 13- Z 2nd F1. sq. ft. PRY Required Zoning Sq. Ft. total Booster Pump # of Stories Footprint Sq. ft. Fire Sprinkler Length On-site well Census Code y 3 ? Depth On-site sewage SAC Code CD-w.h, , .?...- APPROVALS (2?4.,,,,„.. Planning Building Assessments Engineering Variance REQUIRED INSPECTIONS ZNTEZ/01Q RaVLJDde.?( 4, ??v! a?^ft - d?u??Or??B??tcon?ereiun ? Site O Footing ? Framing ? Insulation ? Wallboard ? Final ? Draintile ? fireplace Permit Fee Z,O,o v.woc;on: Surcharge n , 5-0 Plan Review lu?',3o License MWCC 5AC 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: S IS?0.2 SAC % SAC Units ?k#?Yck?;,t:??X%MYF?FX??;?X(W.?%W ?Xh??k%??C?Xk??tN;?7K%F?W.?#?W?k? C.T.TY (:lf- f_AGAN GA,H:f.ERe; TfRMTNAL NOr, 6.97 ?Fl'1'F'e 03/05/98 'YTMEa 15:24r.04 zD- Nnrsr-_MFlx srF_IN1NG.r-..ia .r.n.r, 320 auni. 3959 t;k:FSrwouz, sn,.oo 0=5 9001 3959 ;:RFSrwoOD 0.50 3^cil3 9017:1 £325 LUNF OAI; fiD 50.00 205 9001 £325 Lr1NC C)AI: Cf1i fl.`Sf] fnta:L Rec*i.pt Ainoi.ent? I ;1..,L10 r,RnB7o3s Usr:.R rnz Nar+cv PERMIT ? yCITY OF EAGAN 3830 Pilot Knob Road Eagan, Minnesota 55122-1897 (612) 681-4675 PERMIT TYPE: Permit Number: Date Issued: BUILDING 031546 03/05/98 SITE ADDRESS: 3595 KRESTWOOD LANE LOT: 1 BLOCK: 1 FIRST MINNEHAHA P.I.N.: 10-26590-010-01 DESCRIPTION: iuildin0 ' ?ermit Type `Building Work Type Census Cotle ?.. . . . ' f .t . ` ?1?e._?a 9iL i.t ' 3?? A ..:.e .. _+el:r? '.t.?,-v<f _ . .? COMM./IND. MISC. DEMOLISH 649 DEMD OTHER tj (?? ??-,? ?????4? ? l REMARKS: TENANNT NAME: HARDEES (FORMERLY) FEE SUMMARY: Base Fee $50.00 5urcharge $.50 Total Fee $50.50 CONTRACTOR: OWNER: - Applicant - S7EININGER INC, MNX 14546620 VARLEY CONSTRUCTION 3070 LEXIN6TON AVE S 16800 SHIELDSVILLE BLVD EAGAN MN 55121 FAIRBAUL7 MN 55021 (612) 454-6620 (507)334-6034 I, hereky acknow&zdge that I have r-ead,. tiais ;applie&t%arl artd state- 'Ghat-fltfie. infArmation is correct and agwee tm=cRrnp1'y...wit•h ;aLl.app3ioable. 8tatlw, o'f:-Mn. ? Statutes.and CiC of Eagaa.,ardinarlces.?.`_ ?- -21 ?? I.L6 I°?SZf 1 PPLI /P ITEE SIGNATURE (' ISSUED BV: SIGNATURE - 1998 BUILDINCi PERMIT APPLICATION (COMMERCIAL) ?`?? ? CITY OF EAGAN 681-4675 Submit following to obtain necessary permit 5O. 5D Foundation Onl New Construction Interior Improvement struaurai plans (2 sets) architecturel plans (2 seu) a.r.nnecmrai plans (z seu) civil plans (2 sets) atruGUral plans (2 sets) code analysis (1) " code enarysfs (1) " civtl plans (2 aeta) project apecs (1 set) aoils report (1) landscapinp plans (2 sets) Key Plan projedspecs (7) codeanalysis (1)" eneigycalculations (1)nadaAxays" Special Inspectlons & Testing Schedule " soils report (1) Eleetric Power 8 Lighting Fortn (1) not always " SAC determination letter from MCMIS - SAC tletemiination letter 1rom MCfWS • SAC detertnination btter from MC/N!S - eell 602-1000 pll 602-1000 call 802-1000 . Spedal InspeGions 8 Testing Sehedule (1) " projact specs (t) energywlalaNons (1) ^ Ebetric Power & L htin Fortn (1 " Contad Building Inspections for sample Food & Beverage or Lodging facflities: Plan must be submitted to Minnesota Department of Health. Call 215-0700 for details. DATE: 3- 3'a$ WORKTYPE: _ NEW _ REMODEL DESCRIPTION OF WORK: CONSTRUCTION COST: TENANT NAME: 4LLrd28' S C?av_wwrl a? SITE ADDRESS: 35q.5 k YP?Awotqd LanP. SUITE #: LOT 0 1 BLOCK I_ SUBD P.I. D. # Nazne: V15L1 I p.t,L tI')(14VlA_LA?] 19Y-- Phone #: -(pr 34 PROPERTY Last 0^ First OWNER sveec Aaares5: I lPR DD -Smo,l tui I I o ?31 ?d. City ?G?lri hP Il. Li State: rn!"1 Zip: r'JSC?11 _x f)f3A nr/4 . Phone #: 45Y- w ao Company: ry)d CONTRACTOR Street Address: .? ln ? pXil Y?fn r, l?k. 5. License # ciri F.aga„ mx\ state: mn ziP: 5?1 a? ARCHITECT/ 50-) - axs -Uu(A stau: l'v?11 I hereby acknowledge Mat I heve read this applfeatlon and stete thal the infortnation is correct and agree to wmply with all applicable State of Minnesota Statutes and City oi Eagan Ordinances. Signature ofApplieant: OFFICE USE ONLY BUILDING PERMIT TYPE O 01 Foundation ? 18 Comm./lnd. WORK TYPE ? 31 New ? 32 Addition GENERAL INFORMATION Const. (Actual) _ (Allowable) UBC Occupancy Zoning # of Stories Length Depth )Y-19 Comm./lnd. Misc. ? 20 Public Facility ;JF.,.MVL-iriunJ ? 33 ARerations O 34 Repair Basement sq. ft. First Floor sq. ft. sq. ft. sq. ft. sq. ft. sq. ft. Footprint sq. ft. . . ? 21 Miscellaneous ? 35 Tenant Finish 'M< 37 Demolition MCIWS System City Water Fire Sprinklered Census Code SAC Code Census Bldg. Census Unit APPROVALS Planning Building _mf`3 Engineering Valuation: $ Pertnit 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: % SAC SAC Units Meter Size Variance ?6qq ? I -1Z . • F?."?? ?ia ??'(:?CX("?m'M?X?(>?Y?:AX':Mi?m?YRP(•'af?(%Y7Yk?'N(, ?Ci 'M'MX„YF>X?'<M>K?'Y.:i;::X czlv OF r.-:ncAN CA13Fi:CEii;: S TI=:F'ti4I?+'691_ N0: 6519 UA7Ew 03!1.St99 7SMf:o 005: ;8 Ili : NAME: JOSEF'H I • 'JARLEY CONS?RUCT:tCN i.?256 9001 3595 I:RI:f3741f7UL; 9.216.65 2251 9001 3595 ItRF_S7WOOn 5y000.00 7nta7 kece:ip+, Air,rn,,nt„ 9.49:?1E,,,r;,°, CFi(:JF3 r'r HC.1 U{;E:F: :Lii: NFlNCv %icX??C:4ok'? FX?%?:k?k?#??##rk>kR;X?r6;#?>K?K%??i,;>X8?'^R:X?#k:?X?>k?kN??k -A W38 ITY OF EAGAN 30 Pilot Knob Road Eagan, Minnesota 55122-1897 (612) 681-4675 5 & W PLBR - pLAN REVIEWED BY JOE VOELS SITE ADDRESS: 3595 KRE3TWOOD IANE LOTs 1 BLOCK: 1 FIRST MINNEHAHA P.I.N.s 10-26500-010-01 DESCRIPTION: Jt?BC 6ccupancy?-.? Cnnet,ru.ctian Type 'Zoni'ng t' Building Length', Building Wi'ath ` .. ,E3ui7d34ngst 6 ri?5 . E1?tr?r, e ' TIRES PLUS Building'-?P'ermiti Type :`?Building 4JOr.k Type C2nsu?§'-;G`o"tle COMM./IND. NEW M B S-3 III-N PO 136 60` 1 8,120 322 SERVICE STATION a n I"-A. ? ? } ?}"; ?t/ REMARKS: FEE SUMMARY: VALUATION Base Fee Plan Review Surcharge SAC SAC % SAC Units 5ubtotal PERMIT PERMIT TYPE: B U I L D I N G Permit Number: 031598 Date Issued: 0 3/ 18 J 9 8 $3,461.00 $2,249.65 $317.50 $2,000.00 100 $8,028.15 $635,000 CI7Y SAC S & W PERMIY S & W SURCHARGE TREATMENT PLANT LANDSCAPE GUAR Total Fee CONTRACTOR: _ p p p 1 i c a n t- OWNER: -VARIEY CQNST 23346034 TIRES PLUS .16800 SHIELDSVILLE BLVD 601 TRAVELERS TR I FARIBAULT MN 55021 BURNSVILLE MN 55221 `(507) 334-6034 (612)894-2700 ? $200.00 $100.00 $.50 $888.00 $5.000.00 $14,216.65 T hereby acknowledge that I have re . aci tMis vap,pl_zcat.3,on ansi .gtaCe thatthe informat3on is correct and?agree tQ coKiply wiCh all'applicable Statp a'F Mn. . f €. SCatutes and City nt`.Eagan"'Dirdfriances.: ... . _ . . .F. . . . . . - _ c .: .. . _ _ ... .. ..a__... ...s ................... r?_ APPLICANT/PERMITEE SIG TU E ! ISS'?D?1? S11-AfUR 1998 BUILDING PERMIT APPLICATTON (COMMERCIAL) ? ?+? z-I ?i •? CITY OF EAGAN l? 681-4675 Submit followin to obtain necessa permit Foundation Onl New Construction Interior impro ent structural plans (2 sets) /brchkedurel plans (2 seta) arc plana (2 sets) crvil plans (2 sets) 'atrudurel plans (2 sets) code an (7) " aode anatysis (1) " AUViI plens (2 sels) ProjeG spe (1 aet) soils report (t) ?fendacaping plans (2 sets) Key Plen project specs (1) -fode anarysis (1) " energy calal (1) rrot aMays " Speeiel Inspediona 8 Testing Schedule " soils ieport (7) EleGric P LI ortn (7) not aMays " SAC determination btter finm MCANS - SAC dMertnination letter from MCMlS - SAC d ation le C/WS - eall 602•1000 tall 802-1000 call 8 Speciai lnspeGions 8 Testlnp Sehedule (1) " project specs (1) energy calculations (1) " e nc ower 8 Li htin Form ' (1 " " Contect Bwldmg Inspections for sample OF/ f/?tLf ?' Food & Beverage or Lodging facilities: Plan must be submitted to Minnesota uepartment of eaRh. Cell 275-0700 for details. DATE:'ZJJ --pkR WORK TYPE: ?- NEW _ REMODEL DESCRIPTION OF WORK: '.'0V_'T$ !a 3 `I, 50rb ' n CONSTRUCTION COST: TENANT NAME: ?t ??-tL-f!:, ?Srt lLleck- ?cN pxa. Jec UA.ece SITE ADDRESS: 5?5 VQE-3[LU? UN& 9rM.1ew SUITE #: ? LOT ( BLOCKI SUBD. 1?A•4LI?L1?,&10. }I?OCdI'DL+ P.I.D. # Name: R-105 Phone#: ?a/ Z'R9'4--z7ba PROPERTY Last . , , F'vst OWNER Street Address:?01 '"[(2Aq1'??S "T12.A1 C. City f'SJzkVbJ (,?LP-- State: /V(Ai+ Zip: 52c? Z2 k Company: ?i2?ZL?Y (!_.tT Phone #: CONTRACTOR c?V"us f'WD License # RECEI ,,,??SS` ? FEB 1 2 19% state: AA/1 zip: - •fa 7 • ? 3 Y • OSP(p DV. ENGINEER Company: / Phone #: ' , ,•?- PAGt G 49499R' Registrarion #: ?? ( d Street A dress: 7 96619 I 83? ? ri.,A..'- ;9sSE01 Sewer & water licensed plumber (only'rf installing sewer & water): I hereby acknowledge that I have read this epplication and atate that the Minnesota Statutes and Ciry of Eagan Ordinances. State: Nlh\ Zip: '.:? and agree to wmply with all applicable State oi Signature oi OFFICE USE ONLY BUILDING PERMIT TYPE ? 01 Foundation ,E!? 18 Comm./Ind WORK TYPE ,I!r- 31 New ? 32 Addition ? 19 Comm./Ind. Misc. ? 20 Public Facility 0 33 Alterations ? 34 Repair GENERALINFORMATION?-r RtL ? N Const. (Actuai) 7l•??l?13 Basement sq. ft. (Allowa First Floor sq. ft. UBC Occupancy M Le. sq. R. Zoning ? D sq. ft. # of Stories sq. ft. Length 13(a.33 sq. ft. Depth (00 Footprint sq. ft. APPROVALS Planning Buiiding . v.oD Z„,o? k9 /DO.oa ,ru 88Y., m zr Y?Y N/N At/9 S, poo.oo Variance Permit Fee % QD Valuation: $ 44 Surcharge 3 i7. so 2?g7 z? t(i3sX y Zs? Plan Review Z 5!9. 4 J s MC/WS SAC Z ooo. ~ Zx. /"e G35; o- xdeos City SAC Water Conn. S/W Pertnit S/W Surcharge Treatment PI. Park Ded. Trails Ded. Water Qual. Other Copies Total: % SAC SAC Units Meter Size I%as ? 21 Miscellaneous ? 35 Tenant Finish ? 37 Demolition /, y30 MC/WS system ? 20 City Water ? 11y3o Fire Sprinklered ycs Census Code L z SAC Code 30 ? Census Bldg. , I to Census Unit ? Engineering x, cs ? ?.. ,??? ? 2 ? Z7 YJA N TE I ' I •t L / 1986 BIIILDI9G PE1MT APPLICATIOA - CITY OF EAGAN NOTfi: ALL CABTRACIOHS MOST BS LICENSED iiITH THE CITY OF EAGAN SIBGLE FAlQLY DiiELLINGS INCLUDE 2 SETS OF PLANSp 3 CERTIFICATES OF SURVEY, 1 SET OF ENERGY CALCULATIONS MOLTIPLE DWELLINGS - EESIDENTIAL RENT9I. DNI2S FaR SALS DNITS INCLUDE 2 SETS OF PLANS, CEETIFICATE OF SQItVEY - CHECB i1ITH BLDG. DEPT., 1 SET OE ENERGY CALCULATIONS CONMRCLAt: INCLUDE 2 SETS OF ARCHITECTURAL & STRUC'fURAL PLANS, 1 SET OF SPECIFICATIONS AND 7 SET OF ENERGY CALCULATIONS, $2,000 LANDSCAPE BOND To Be Used For: Site Address Restaurant Serv. Valuation: 0V-ES7-WCC4:> JA, F- Lot I Block I Parcel/Sub MR,?,T MwNGHP-NA QvD?O. Owner Stan Schultz Address 515 Delaware City/Zip Code Mason City, 7A 50401 Phone 515-424-5395 Contractor Tech. Con. Services, Inc. Address 1301 Cannon Circle City/Zip Code Faribault, MN 55021 Phone 507-334-5573 Arch./Engr Hardee's E'ood SyStans Address 1233 No. Church Street City/Zip Code RockY yomtr NC 27801 180,000.00 Date; 5/7/86 Ereet X Occupancy A-?J Remodel Zoning CSL Repair _ Type of Const Q ti1 Addition # of Stories I Move Length Ini Demolish Depth 41 Int.Impr. Sq Ft 3(0Ct? Install arFROVaLS FEES Ls-CeSsme:ts Fermit 1033. Water/Sewer Surcharge -lo- Police Plan Review 31(o.D F1re SAC 2300. Engr Water Conn N//+ Planner Water Meter 7771 Couneil Road Unit 1218. Bldg Off S?o Treatment Pl loZ . APC Parks 12 . Varianee Copies iOTAI. Phone 0 919-977-2000 NOTE: ADDflESSES FOR CORNEB LOTS - CONTRACTOR/HOIiEOftNER MIIST DESIGN9Tfi iiHICH ADDRESS IS DFSIRED. NO CH9NGES WILL BE ALLOHSD ONCE B[TiLDING PERMIY IS ISSQSD. FtEP-M I T lCDC),«co 433 80? ? ?fJx 2.? = 200 (?33 Su2crd?ec,? fgO. X ,S :- • P? ?trr?r ? 5ac WAG h?1 QoAp c! N i T 0 x i q = (218 c??2fGS to Z, cm x, 02 -' l'L 40 633 90 31G 2 Z30r7 12l $ ? 24 1240 L l 61 ,a' HiNNErlk?i-IA AWfV. ?11U ? O odV?(??l COV11?dAV0? ? May 7, 1986 Mr. Dale Peterson Building Inspector City of Eagan 3850 Pilot Knob Road Eagan, Minnesota 55122 Dear Mr. P2terson: This letter is to inform you that the Metropolitan Waste Control Commission has made a SAC determination for Hardee's Restaurant to be located at Duckwood Drive and Krestwood Lane with the City of Eagan. It has been determined that 4 SAC units should be assigned to this building. This determination was made by dividing the total seat- ing capacity 92 seats by 22 seats per SAC unit. If you have any questions, please call. ' erely, nonald S. Bluhm Staff Engineer DSB:blm cc: S. Selby, MWCC Steven M. Gray, Tech. Con Services, Inc. Metro Square Building, Saint Paul, Minnesota 55101 612-222-8423 ?? / ?? ? CC)o " 35 = ?'3175 ZI>c Q?= qa3 1 l ? ?? ? ?J 17 55 ,-CM; '? . oF• ??:?.?°??? ? - ----- -- • -- -\ - __ ? "? . 3?,? ?,,<? -- --- - - - - - - - -- - - -- ?? X ?"ro?-7Z = !C?Zr'1? ? ? (C3o,?o? 2Fa,3? 2o 2.-5 ??. ?? 2ga, 3 = y8, C ,. . MEMO T0: JAY BERTHE, PDLICE DEPT. TOM COLBERT, DIRECTOR OF PUBLIC WORKS ?JIUKNI -?#NKt-E. PLANNING DEPT. KEN--VRAAg- PARKS-&,RECREATION DEPT. " ? JOE.CONNOLLY,.WATER DEPT-. •• FROM: DALE PETERSON, DEPARTMENT OF PROTECTIVE INSPECTIONS , DATE: The preliminary construction ? plans for HARDE=-S are in our plan review section for your review and comments. Please return this form to Steve Hanson with your initialed comments and the date of review. Failure to return form to Steve within five (5) days vill be considered your approval. Thank you. (/' eA^? /Js I MEMO T0: TOM HEDGES, CITY ADMINISTRATOR ? FROM: BEN VRAA, DIRECTOR OF PARKS & RECREATION ? DATE: DECEMBER 9, 1985 RE: HARDES'S RFSTAORANT - CONDITIONAL QSE ADVISORY PARBS & RECREATION CONAIISSION ACTION At the December 5 Advisory Commission meeting, the Commission reviewed the proposed Hardee's Restaurant and a conditional use. It was noted by the Advisory Commission that the construction of the Hardee's Restaurant would be on a platted lot and therefore, would be subject to a$.02 per square foot cash dedication requirement consistent with the City's commercial/industrial dedication requirements. ThereFore, it was the Commission's recommendations that this conditional use be subject to the following conditions: that a$.02 per square foot cash dedication reuqirement be paid at the time of the building permit. KV/js CC: Dale Runkle, City Planner Steve Hanson, Construction Analyst PLEASE COMPLETE FOR ALL COMAIERCIAUINDUSTRIAL BUILDINGS. ALSO COMPLETE FOR APARTMENT BUILDINGS OR OTI-IER MULTI-FAMILY BUILDINGS WHEN SEPARATE PERMITS ARE NOT REQUIRED FOR EACH DWELLING UNIT. DATE: 03-2s_9l CONTRACT PRICE: $ 1.soo.oo NEW BUILDING -&_ INT'ERIOR IMPROVEMENT WORK DESCRIPTION: Installation of owner supplied• exhaust fan hood and duct for chicken frying system FEES 1% OF FEE $ 1 B. o 0 PROCESSED PIPING: $25.00 MINIMUM FEE: 25.00 STATE SURCHARGE 4?R EACH $1,000 OF tggW FEE. TOTAL $ zs.Bo SITE ADDRESS: 3595 Krestwood Lane OWNER NAME: Stan Schultz TELEPHONE #:515-423-1657 TENANT NAME: (IMPROVEMENTS ONLY) Hardee's Restaurant INSTALLER: A r Mechan' al oroo at' on ADDRESS: 31d6 S Duff Avenue CITy; Ames STATE: zowa ZIP CODE: 50010 TELEPHONE #: SIGN?4Ti?RE OF PERMITTEE C INSPECFO'FC oug as A. Currie 1993 MECHANICAL PERMIT (COMIIIERCIAL) C1T'Y OF EAGAN 3830 PIIAT KNO$ RD EAGAN MN 55122 (612) 681-4675 PLEASE COMPLETE FOR SINGLE FAMII.Y DWELLINGS. ALSO, FOR TOWNHOMES AND CONDOS WHEN PERMITS ARE REQUIRED FOR EACH UNTI'. NEW CONSTRUCTION ADD-ON A/C ADD-ON FURNACE DATE FEES HVAC: 0-100 M BTU $ 24.00 ADDITIONAL 50 M BTU 6.00 GAS OUTLETS (MINIMUM 1 @ $3.00 EACH) ADD-ON/REMODEL (ExIsTINC CoNST[tUCnoN) $ 15.00 STATE SURCHARGE ,Sp TOTAL SITE ADDRESS: OWNER NAME; TELEPHONE #: INSTALI.ER: ADDRESS: CITY: STA ZIP CODE: TELEPHONE SIGNATURE OF PERMITTEE 1993 MECHANICAL PERMIT (RESIDENITAL) CITY OF EAGAN 3830 PILOT KNOB RD EAGAN MN 55122 (612) 6814675 ? ?. ? PLEASE COMPLETE FOR ALL COMMERCIAI,INDUSTRIAL BUII.DINGS. AL50 COMPLETE FOR APARTMENT BUILDINGS OR OTHER MULTI-FAMII..Y BUILDINGS WI-IEN SEPARATE PERMTTS ARE NOT REQUIRED FOR EACH DWELLING UNTT. DATE: CONTRACf PRICE: $ /l?ov- o 0 NEW BUILDING INT'ERIOR IMPROVEMENT WORK DESCRIPTION: ?'.f ,??L' ??Gl??-? ?y?-?- 33??voc FEES 1% OF GONTRAGT FEE $ PROCESSED PIPING: $25.00 MINIMUM FEE: $25.00 STATE SURCHARGE $50 FOR EACH $1,000 OF FEE. TOTAL $ o.Z.s- So STTE ADDRESS: 3595 xxESTwooD LANE OWNER NAME: HARDEE'S RESTAURANT (GRAY COMPANlMj.,$PHONE #: TENANT NAME: (IMPROVEMENTS ONL7) 507-332-7461 INSTALLER: Klamm Mechanical Contractors Inc. ADDRESS: 12409 County Road #11 CIJ-y; surnsville STATE: Minnesota ZIP CODE: 55337 TELEPHONE #: (612) 890-486e SIGNATURE OF PE ?E CIT1' INSPECTOR 1993 MECHANICAL YIItMIT (COMMERCLAL) CITY OF EAGAN 3830 PIIAT KNOB RD EAGAN MN 55122 (612) 6814675 1993 MECHANICAL PIItM1T (RESIDEIVTIAL) CTTY OF EAGAN 3830 PIIAT KNOB RD FAGAN MN 55122 (612) 6814675 PLEASE COMPLETE FOR SINGLE FAMILY DWELLINGS. AISO, FOR TOWNHOMES AND CONDOS WHEN PERMTTS ARE REQUIl2ED FOR EACH UNTf. NEW CONSTRUCTION ADD-ON A/C ADD-ON FURNACE DATE FEES HVAC: 0.100 M BTLT $ 24.00 ADDITIONAL 50 M BTU 6.00 GAS OUTLETS (MINIMUM 1 @ $3.00 EACH) ADD-ON/REMODEL (ExisnNG coNSTavcnoN) $ 15.00 STATE SURCHARGE .50 TOTAL SITE ADDRESS: OWNER NAME: TELEPHONE #: INSTALLER: ADDRESS: C1T'1': STATE: ZIP CODE: TELEPHONE #: SIGNATURE OF PERMITTEE PLEASE COMPLETE FOR ALL COMIIMRCL4L/INDUSTRIAI, BUILDINGS. AL50 FOR MULTI- FAMII.Y BUPLDINGS WHEN SEPARATE PERMTTS ARE NOT REQUIItED FOR EACH DWELLING UNiT. NEW COPiSTI RUCTION =ADD ON REPAIIt WORKDESCRIPTTON: ?dC'??nfE-"ccJ ?•?-??????/' ?i"r'? Co.,/?r/cG? ?6"?f?L'L.. /i?d-' ?L/l4?E?/!.?l,?'C CONTRACT PRICE: $ _ /_-p oo. df D FEE: 1% OF CONTRACf FEE. STATE SURCHARGE $.SO FOR FACH $1,000 OF PFRT'IT!' FEE MINIMUM FEE: $ 25.00 CONTRACT PRICE X 1% $ STATESURCHARGE TOTAL SITE ADDRESS: $ ??D Z??d 3595 KRESTWOOD LANE 1'ENANT NAIVIE: HARDEE's RESTAURANT (GRAY COMPANY) SM# S(]7- 7'iq-7atii OWNER NAME: INSTALLER• Klamm Mechanical Contractors, Inc. ADDRESS: CITY: 12409 County Road #11 Burnsville $'j`A'j'E; Minnesota ZIP CODE: SS117 PHONE #: (612) 890-4868 FOR: CITY OF EAGAN y-T-vi 4;-7,rM 1993 PLUMMING PERMI'f (COIVIMERCIAL) CITY OF EAGAN 3830 PIIAT KNOB RD EAGAN MN 55122 (612) 681-4675 1993 PLUMBING PERNIIT (RESIDEN7ZAL) CITY OF EAGAN 3830 PILOT KNOB RD EAGAN MN 55122 (612) 681.4675 PLEASE COMPLETE FOR SINGLE FAMILY DWELLINGS. ALSO, FOR TOWNHOMES AND CONDOS WHEN PERMTTS ARE REQUII2ED FOR EACH UNTf. NO. FIXTURES A$ TOTAL SHOWER 3.00 WATER CLOSET 3.00 BATH T'UB 3.00 LAVATORY 3.00 KTfCHEN SINK 3.00 LAUNDRY TRAY 3.00 HOT TUB/SPA 3.00 WATER HEATER 3.00 FLOOR DRAIN • 3.00 GAS PIPING OUTLET • m;nimum - 1 3.00 ROUGH OPENINGS 1.50 WATER SOFTENER 5.00 PRIVATE DISP. • nercty. uc. 15.00 U.G. SPRINKLER • eme uoan oonst. 3.00 ALTERATIONS • to ctisting 15.00 WATER TURN AROUND 15.00 STATE SURCFiARGE .50 TOTAL: Sl'!'t. AllDRESS: OWNER NAME: INSTALLER: ADDRESS: CTTY: STATE: ZIP CODE: PHONE #: ( SIGNATURE OF PERMITTEE ? CITY USE ONLY L ? BL ? . RECEIPT #: I SUBD. ?U RECEIPT DATE: 1998 PLUMBING PERMIT (COMMERCZAL) CITY OF EAGAN 3830 PILOT EINOS RD EAGAN, IYRi 55122 (612) 681-4675 Please complete for: all commerciaVindustrial buildings multi-family buildings when separate building petmits aze not required for each dwelling unit backflow preventer to be installed in commercial azeas or residential boulevards Date: h - .Z "9f-' Work Type: A New Bldg. _ Add-on Is Water Meter Required? Yes No Water Flow To inquire if Pressure Reducing Valve is required on new service, ca11681-4646. FEES Repair _ U.G. Sprinkler GPM 1% of contract price or $25.00 minimum Contract Ptice: $ X 1% _ $ THIS AREA IF INSTALLING UNDERGROUND SPRINRLER SYSTEM Service: Existing (if coming off domestic line) OR _ New Backflower Preventer Permit Fee $ 25.00 Water Meter 1" or 2" Turbo @$846.00 $ 1, y. c'D If "new servlce" add Water Permit $ 50.00 = $ WAC $ 780.00 = $ Water Treatment $ 420.00 = $ City Installed Tap $ 300.00 = $ Permit Fee $ -Z ,5• 00 State surchazge is $.50 per $1,000 of ep rmi! fee or minimum of $.50 per permit State Surc6arge $ TotelFee $ I hereby acknowledge that 1 have read this application, state that the information is correct, and agree to comply with all applicable City of Eagan ordinances. It is the applicant's responsibility to notify the property owner that the City of Eagan assumes no liabiliry for any damages caused by the City during its normal operational and maintenance activiries to the facilities constructed under this pennit within Ciry propertyhight-of-way/easement. SI1'E ADDRESS: J S 9 5 •-. ° _ ? TENANT NAME: '7 Z ' r INSTALLER NAME: TELEPHONE #: 3-?2-2- 0 STREETADDRESS: 4,A,?lr L/? ST CITY: a STATE: ? ZIP: lJ SIGNATURE OF CITY USE ONLY COMMERCIAL PLUMBWG PERMIT-1998 METER SIZE PRV Yes No Domestic Irrigation UTILITY CONNECTION (APPLIES TO NEW SERVICE ONLY) REVIEWED BY; Building Inspector Date To determine meter siu * See if it is indicated on Uack of Building Inspections card * Enter address in PIMS Screen 301 to obtain S&W permit # ' Check PIMS Screens 10 (Remazks) • If gallons per minute are less t6an 25, a 1" meter will be required. If gallons per minute aze more than 25, a 2" turbo with strainer will be required. This information is ro be supplied by the designer of the system. Consult wit6 Plumbing Iospector if Licensed Plumber does not know GPMs. Before selline meter " Check PIMS Screen 320 for aonroval of inspedion resulu. 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 forwazd copy to Utiliry Billing Clerk. * Enter meter size, type, receipt #, date & aznount paid on PIMS Screen 110. Copy of receipt should 6e given to Urility Billing Clerk. Miscellaneous Information " The installer is to contact Building Inspections at 681-4675 for inspection of the inside water line and backflow preventer. The Centra] 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/Farms.bld/plbg permit (comm) 1997 L ?_ BL ? ? . SUBD. CITY USE ONLY g'Q S 33 RECEIPT N: RECEIPT DATE: 7 Z/ 1998 PLVMBING PERMIT (COrIlMERCIAL) CITY OF EAGAN 3830 PILOT RNOB RD EAGAN, mN 55122 (612) 681-4675 Please complete for: all commerciallindustrial buildings multi-family buildings when separate building permits are not requ'ved for each dwelling unit backflow preventer to be installed in commercial areas or residential boulevards Dau: 3/24/98 Work Type: X New Bldg. _ Add-on Repa'v _ U.G. Sprinkler Is Watcr Meter Required? X Yes No Water Flow 7Z?- GPM To ioquire if Pressure Reducing Valve is required on new service, ca11681-4646. FEES 00 1% of conhact price or $25.00 minimum Contract Price: $`c3 7 0-0 x 1% _ $/ 3 7 f COMPLETE THIS AREA 1F INST.9LLING UNDERGROUND SPRINRLER 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 $ n n e •_.>..?...opy. ?y ?_'.. .?ti•.t.?. .. {.._,.. ., ? . L xewservic@ •aifdi ?-".W?y,?ate??PermiY, nsw',y * ?' , _ " _ -,...«.w-_-.:?.c?-.'?rW??''`„?:;iL.."°' ' i';'$? ?g0:00, _ .• . t... ?? .. • $ :.;°'r{?•-• - Water Treatrnent $ 420.00 = ` $ City Installed Tap . $ 300.00 = $ Permit Fee $ / 3 7• U-U State surcharge is $.50 per $1,000 of'?61'eeror minLnum of $S0 per pertnit State Surcherge $ Total Fee $ ; ha:eby aclc:cw:edge Lhat I have read this application, state ihat the information is correcf, and a3ree to co:uply with al: appli.able City of Eagan ordinances. It is the applicanPs responsibiliry to notify the property owner that the City of Eagan assumes no liahility for any daznages caused by the City during its normal operational and maintenance activiries to the facilities constructed under this permit within City property/right-of-way/easement. SIT'E ADDRESS: - TENANT NAME: 3595 iQtFSTW00D IANE T'IP,ES PLUS INSTALLER NAME: S7REET ADDRESS: C17'Y: STATE PIECHANICAL ING. 5050 W 220TH,ST. FARMINGTON ? STATE: TELEPHONE #: N1PII 463-8220 ZIp: 55024 SIGNATURE OF PERMITTEE ItC? CITY USE,ONLY COMMERCIAL PLUMBING PERMIT -1998 METER SIZE PRV Yes Domestic 12 "?<g Irrigation UTILITY CONNECTION (APPLIES TO NEW 5ERVICE ONL7), r !'} ? .; :.r . ? 'C ;711. , a.?;; ? ` • REVIEWED BY: - f: lt, _ No R ?1 F' .A , .. Buil ing Inspector Date .r?. Tu de4eruiinc nieier swe "" • 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 (Remazks) • If gallons per minute aze less than 25, a 1" meter will be required. ]f gallons per minute aze more than 25, a 2" turbo with strainer will be required. This information is to be supplied by the designer of the system. Consult with Plumbing Inspector if Licensed Plumber does not know GPMs. Before selline meter * Check PIMS Screen 320 for aoaroval of inspection results. No meter will be sold before all sewer and water inspections aze 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 type and size on receipt, code to 3716-9220 (meter portion only), and forwazd copy to Utility Billing Clerk. " Enter meter size, rype, receipt #, date & amount paid on PIMS Screen 110. Copy of receipt should be given to Utiliry Billing Clerk. Miscellaneous Informatian • 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 turn-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.bld/plbg permit (comm) 1997 ? s- ciTr use oNLv RECEIPT#: qllOZl RECEIPTDATE: '514 9 L ? BL SUBD. 1997 MECHANICAL PERMIT (COMMERCIAL) CITY OF EAGAN 3830 PILOT KNOB RD EAGAN, MN 55122 (612) 681-4675 Please complete for: ? all commerciaVindustriai buildings. ? mutti-family buiidings when separate permits are not required for each dwelling unit. DATE: S/,5 1 ?i q CONTRACT PRICE: 30i 0e?)0,d0 WORK TYPE: %i NEW CONSTRUCTION INTERIOR IMPROVEMENT DESCRIPTION OF WORK: FEES: ?$25.00 minimum fee or 1% of conhact price, whichever is greater. ? Processed piping - $25.00 ? State surcharge of $.50 per $1,000 of permit fee due on all permits. CONTRACT PRICE x 1% 300.00 PROCESSED PIPING STATE SURCHARGE ? TOTAL 300. 5?6 SITE ADDRESS: gGjqFj K F-25T(ti/ (} Uot LL.C/ ,.L OWNER NAME: Va-i-L&/?, ? 1S YL?L G'? (? TELEPHONE #: ?? - 3? ' OS3(o TENANT NAME: (iMPaovennENTS oNLv) INSTALLER: P'I P+Q-? I'fafi64 ADDRESS ?pSO ??-h2.?CG 6k / CITY: ? STATE: ZIP: PHONE#: -n5 SIGNATURE: W,-(" ???L h) 'd SIGNATURE OF PERMITTEE CITY INSPECTOR CITY USE ONLY LOT BL SUBD. RECEIPT #: RECEIPT DATE: 1997 MECHANICAL PERMIT (RESIDENTIAL) CITY OF EAGAN 3830 PILOT KNOB RD EAGAN MN 55122 (612) 681-4675 Date: Complete this section onlv if vou are installine HVAC in single family, townhome or condos that are under construction and are not owner /occupied. • HVAC: 0-100 M B T U $ 24.00 ADDITIONAL 50 M BTU 6.00 • Gas oudets ( minimum of one required @$3.00 ea.) • State Surchazge: .50 • TOTAL: Complete this section onlv if you are remodeling adding to or repairing existinff sin¢le familv dwellings, townhomes, or condos. Add-on furnace Add-on air exchanger, i.e. Vanee system, etc. _ Minunum fee applies to all remodel or add-ons of existing residences State Surcharge Add on air conditioning Other . $ 20.00 .50 Total: $ 20.50 siTE annxsss: OWNER NAME: INSTALLER NAME: STREET ADDRESS: CI7'Y: PHONE #: PHONE #: STATE: ZIP: SIGNATURE OF PERMITTEE I s CITY OF EAGAiV _ APPLICATION FOR PERMIT .. - ?QOTR: PAYMM:nTP OF FEE AT TIME OF ? rPrt.tcATIoN DoEs Nom cONSTITUTE % APPROVAL OF PERMffT. % INSPDCTION oF SETM AND/OR F7A'Pgt x T1SI`AT.i.ATTONS WIIS. NOT SE SCHED- ? UI.ID UNfII. PII2NffT FIAS BEQ1 * SEWER AND/OR WATER CONNECTION APPROVf•D. r . ------- - - P ease Print) : 1) PROPERTY ADDRE55 : ; / .- LEGAL DESCRIPTION: L I M/ 4c 1_ Lot Block Subdivision or Tax Parcel ID ) IF EXI3TZNG S1RC'CIiiRE, DATE OF ORIGINAL BLILDING pERIdIT ZSSL'ANCE: ' - PRESENT Z9IdSFIG/PROP0.SID LTSE: (Mon ear I , ?IAL/P=AIL/OFFICE ? R-1 SINGLE FAMILY 0 iNDUSTRIAL ? R-2 DL?PLEX (7.two Units) rl INSTIZSITIONAL/GOVII2NMENr ? R-3 'IDWNHOUSE (Three + Units) ( Dnits) . ? R-4 APARTNENf/CONDOMINICTI ( Units) 2) NAME' `- /-r lz C" ,j ` t/?` J L" ? ciL" <c ./ C<?? r, •-Y-c f L ADDRESS: /Z<f Cq l CITY. STATE, ZIP: ? ??+ • ? ?l t, ?? ?- ? -? 5 3 l 2 PHONE: G c', s) • ?:?- NAME: /?L abL, ADDRESS: 0 CITY. STATE, ZIP: PHONE: lt°c c w ,,. `?`J ?? «.?S ? , r_C r( ,?C? ?_ ? MASTER LICQdSE# 55331 Pliirbers License: Active Exp1Z'E'Cl Not recorded St?tial 4) •• •' • i?• NAME: C'-, i L" 1-1- ' . ADDRESS: CITY, STATE, zIP: PHONE:- i i 5 5) i? i?• •?• : ? • a? • a. ? CONNECTION 1n CITY SEWER )E?,CpNNFCpION 'IO CITY WATER Q OTi-IER '? 6) "' ??• ? PLEASE H07D APPRpVID PERNIIT FOR PICK-UP BY ONE OF ABOVE PLEASE MAII,,APPROVID///???'???T ZU 1, 2,3 4, ABOVE ? % - ?? ?y (Ciscle one) i ? 7) ?/-/- \ FOR CITY USE ONLY PERMIT # ISSOED Pd w/Bldg. Permit FEES: $ $ 1l - S? SEWER PERMIT (INCLUDE SORCHARGE) $ $ WATER PERMIT (INCLUDE SORCHARGE) I, ? O $ WATER METER/COPPERHORN/OL'TSIDE READER $ S WATER TAP (INCLUDE CORPORATION STOP) $ $ SEWER TAP $ $ ACCOUNT DEPOSIT - SEWER $ $ ACCOUNT DEPOSIT - WATER $ $ WAC $ ?360, a n $ SAC $ $ TRLNK WATER ASSESSMENT $ $ TF2LNK SEWER ASSESSMENT $ $ LATERAL BENEFIT/TRLNK SEWER $ $ LATERAL BENEFIT/TRUNK WATER $ C? ?Jr ?r-a $ WATER TREATMENT PLANT SL'RCHARGE $ $ OTHER: $ CJ $ ??• G D TOTAL ?1,3?`'7 ?.2 Y ze RECEIPT RECEIPT DOES UTILITY CONNEC TION REQLIRE EXCAVATION IN PUBLIC RIGHT OF WAY? F--j YES IF YES, THEN A"PERMIT FOR WORK WITHIN PUBLIC Q NO ROADWAY" MOST BE DIVISION LIST A ISSUED BY THE ENGINEERING S A CONDITION . . SUBJECT TO THE FOLLOWI[VG CONDITIONS: APPROVED BY: - } ,ZLs-7--7 TITLE: DATE: ?.2 S? X G 4 TRANSMITTAL Date: To: From: 74.e,7,FS Ai T zsQc Protective Inspections V°? City of Eagan 3830 PiLOT KNOB ROAD ?AN, MINNE50TA 55121 ??r X/'? ?G (612) 454-8100 ,V L/ 0 ? ? n .. T Lk?? OouG R. 5'1'E?6 r 41t.- city of eagan MEMO TO: DALE SCAQEPPNER, SENIOR INSPECTOR DALE WEGLEITNER, FIRE MARSIIAL PAUL OLSON, SUPERINTENDENT OF PARKS PUBLIC WORKS/ENGINEERING DEPARTMENT MIKE RIDLEY, SENIOR PLANNER DIANE DOWNS, UTILITY BILLING CLERK CHARLIE BORASH, UTILITIES FROM: BILL BRUESTLE, 5ENIOR INSPECTOR DATE: May 27,1998 SUBJECT: FINAL INSPECTION OF TIRES PLUS Ll, BI, FIRST MINNEHAHA J The Protective Inspections Division will be performing a final inspection of 3595 Krestwood Lane on June 17, 1998. If you are requesting that the Certificate of Occupancy be held, please fill out the proper hold request form. Failure to return the hold request form will be considered your approval. The person, or department, requesting the hold is responsible for notifying and resolving any problems with the affected parties. /js CD/bldg insp//final insp - comm bidgs " Contract No.: L CITY OF EAGr?N Project No.: Submittal Date: SEWER & WATER PERMIT REL PR07ECT DESCRIPTTON: EASE FORM 359 5 Substantial Completion of Sewer & Water ?. ?f ?t?/G[m'? Date of Occurrence STEP I PERMISSION TO HOOK : SANITARY SEWER WATER MAIN Lines Lamped and Acceptable Properly Chlorinated & Flushed Deflechon Mandrel Test Passed Entire System Pressure Tested Manhole Structures Properly Enrire System Conductivity Tested Constructed (Cstg. & Cover, Rings, Cone, All Valve Boxes Accessible, Straight 1 ft. Secrions, Final Rim Setting, & & Keyed Build and Invert) All Valves Opened or Closed as Approp. Infiltration Test Bacteria Test Completed SERVICES All Wye Locations Confirmed All Curb Boxes Exposed, Set to Proper Grade & Mazked cvith Fence Post Required Service Risers Televised COMMENTS: 447, Tw 61 p 1?7/ 4:?5'&V 1-;, ,2 E3 DvlD 4zbF' a673s ? STEP II: FLR.L USE PERMTT (O .C'iTPANC')o STORM SEWER STREETS Lines Lamped & Acceptable Material Tests Checked & Passed CB Structures Properly Constructed (Conc. Compressive Strength & Air (Cstg & Cover, Rings, 1 ft. Section, Content, Bitum. Extract & Gradation, Invert, Final Cstg. Setting & Build, Gravel Base Gradation). DL-DR Conectly Set Rings & Cstg. Utility Structures & Lines Clear & Free Set in Full Bed of Mortar) of Debns & Gravel (Gate Valves Keyed) Aprons, Dissipaters & Rip Rap Properly Installed COMMENTS: RECOMMENDATION: I herein verify that the tests and inspections indicated above have been successfully completed. Any deviations or exceptions are described in my comments. With this considered, I recommend that permission to hook up or permission for occupancy be granted as appropnate to the above indicarions. Signed: ject In , Confirmed by: Public Wo ks Deparhnent G: Forms&ListsJSew& WatPertnitRelForm.doc CONTRACTOR'S MATERIAL & TEST CERTIFICATE FOR HBOVE(3ROUND PIPINQ PROClOUPfi Upon eemolWm of work. inqeetlm and twu+hall be mW, W Ne eentneror4 nVnwm"tM uM vrlNnutl !Y m Cle*K l reVrowentsilw. All U?beM iholl 6e eametM rW W mm hfl In nrvln Mlon eontneror's ponennd fInNIY Nwh Me Jab. A nnt/lnu ehNl M Nlled aut mnd sqnW W Eoth npnwntnlvos. CopM'hdl M pnvKb fa acoroo rq wtMAtNs, ownm wd canMCtor. It U und?ntead Me ewmi s nom?ntnM'? ?ynnun In ne v»y OmIudia? uW chlm p.lmt eentrMx ter fwlM m-nrlN, Oeor workmnihW. ar bllun to eomply with pprwlnp wtAOrlty'? rpulrm?nb or Ixd ardM?na?. PROP 0.T Nq 'T;r,-s Pl?s S115/`98 _ FqOPE/1TV qODRESS / 3 9 f'P } W 0 0 CTJ La^e / Z ACCECIEOlV APPROVINO /UITMORITV(S) NFMEE AOOqEE3 ?LAN8 INSTALLATION CONFORMS TO ACC6?T!O PLqN3 YES ? NO EOVIPMENTUSHDISAPPl10V[O E8 ?NO IF HO. EX?LAIN D!V I/1TIONE INBTRUCTIONB LOCATION OR SYlTEM MAKE MODEL YEAROF ORIFICE pUANTITV TEMPERATUHE ATIN6 MNIUFACTURE EIZE R + ' 1 BVRINKLENE ' v F cp ? _Z ? ! i L F ( 9 T SiNNOA0.D YES ? NO PIPB CONPORM! TO ?IPE AND --? FITTINOS wNFORM To N FY/'T f.3lTANOARO ea ?NO FITTIN05 IF NO, ExVLA1N AL,4HM DEV ICE MA1(IMUA TVAE 100PEMTE 7NN7UGH T6f PIPE ALARM VAI.VE Typ! MAIfF MOOEL MIN. 3!C OR FIOW INDICATOII ? MA ODEL SE LNO KE MOD R T TIMETOTRIP WATEP AIR TRIViO1NT qEA HED OPERATED TMRUTE6TfIVE' PRESSURE PRESSURE MRPNESSURE TFy7pu7LgT' PROVERL? DRYPIVE MIN. ?EC. P!1 OSI PSI MIN. SlC. Y[b NO OPlrtATINO TE6T Withwt O.O.D. NAm O.O.G. IP NO, [IfV1.AIN MEASURED FROM TIME INSFECTOR'S TEST PIPE IS OPENED. (pyEq) Syq 404101 VRINTlD IN UEA Conlnclor's Material k Tnt CertiG"lc for Abovesround Pipi06 ? 13-10 SPRINKLER SYSTEMS OELUOE 8 I5 THEAE AN ACGESSIBLE FqC1LITY IN EACN CIRCUIT FOR TESTINO IF NO, H%VlA1N PHEACtION VALVES ?YES ONO MAKE MODEL 0o&SFJ+O/CIRqI1TatERAiE u'?RVWONLp65AlANM OOESFJ10/dRN1T OcEaATEVPLVENEl.EaSE ?%IMIA??TIM TO OPEwqeM1F+0.5E VES NO YES NO MIN, SEG. HYDRO§TATIC: HM.ofutic tem shall bs mMe at not leu thsn 300 oii 113.6 herel lor 1vro houn or 60 pY f0,1 bml sbov? flntk Onsturo in evcm ol 150 m i 1102 b ll b d l t w<nt d e ) l h ifl i d i I h hl d p . t oqn ur e oi a 0i a.t er two oun. D erant ryq ve v ue < ?pperi s a n0 tnt d a All ayovapround plDlnp Ipkpe Juil bo Iloqrod. TEST F IN • Flew tb rpulrad rua untll wiIn I. dur u IndleRed by no eollftllon ol fonlp? mpnid In budp bqj st outlelf fud? n Flush n Il n`?^s, P Dlewolh t b tk ad h i 400 GPM I 5;4 i l 1 h l GOM 771 U i 6a ( OESCpIPTION . o.w no n? (or r¢ p pe .v 1 m n e. p m t, L m W 800 17 7 GVM (7879 UminI lor 6ineb olw 1000 GPM (7?8F L!minl ??, 9-Inch piP.,'S00 GPI.? 15678 lfmin) lor tOJneh pip? md 2006 GPM 17570 ll i 17 ) l A N?h I b ? ^ or . m n nc Pe. an ?urp.r . cnnei orpdu<e fHO?bt?d Iow rnu. obUin maximum awilM p E.IMIish 40 d 12 7 bn hi i E h ll d 1 $ ) I 24 h Aq l d d (Od b h p r p'es?ura an n . t e mrsswe nel rxda . eun. mII w c f art a O p'nsm. tRf at normN we(o laval anE aIr Orouunrt M m anwe alr prafwrx tlrap wM1leh shell not oxroN 1•py Pet 10.1 bas) In 34 hWn. ' ? .?, ? R Z NRS. IF NO, STATE RHASON ALL FICINO NYDPOSTATIC/?ILV TESTFD AT ?J {?/y P51 F O f-? r - : ORVPIPINGFNEVMATICALI.YTESTEO UYES urr'Q EQUIPMENTOPERqTESPqOVER1.V ?VES ?NO ' AIN 0.EApN60FOMElDb?TE O NFAqWAiEpS{JPP?YTESTGIPEr RFSIIX/A VF REWfTHVAWEM t OPENWIOE TESTS / ? /y TEST STATIC VqE55URE: ' I?? P51 V51 r? Underprouml mairo and lsad In conneMiom to Syftem rMen 11ushed belora eonnecHon mada to sprinkler plplnp. VEqIF1EO8YCOPYOFTHEUFONMNO.lSB ^ `1VE5 ?NO OTHEA EXVLqIN FlU5NED8YIN5TAlLER OFVNDEP• GROVNOSPNINNLERVIPINO ?YES ?NO BLANK 'MgTING "Umas US D LpCHT10N5 NVMBENREMOVEO OASKETS 7 OEOP?FINa YES ?NO IF YES ... OO YOU CENTIiV AS THE SVpINNLER CONTHIICTOR THqT WELpINO PROCEOURES COMOLY WIiH7HEqEOVIREMENT50FATLEA5TAW5O10.9,LEVElAR-3 xyES ONO WELDINO OO YOV CCRTIFV THAT 7HE WEI.INO Wq5 PEqFORMEp BY WFL0EA5 QUALYFIED IN ?yE$ QNO COMPLIqNCE W1TH THE qEOVIREMENT3 OF At lEAST AWS 010.9, lE'JEL AP.-] DO VOV CERTIFY THqT WELDINO WAS CARRIEO O VT IN COMPLIANCE WITM A OOCUMENTEO OUALITY COMTROL ONOCFDUpE TO IN9U0.E THqT ALL OYSCS AR[ RETRIEVEO, THAT OPENINGS IN PIOIN6 AnE SMOnTN, THAT SLI\G qND OTHEq WEIDINOqE510VEAREREMOVEO, qNDTHqiTH£INTERNALDI4METERSOF ?$yEc QNO V P I INO AAE NOT PEHETRATEO Jy' T HYDNAULIC NAMEPLATE PROVIDEU IY NO, E%PlA1N ' DATA NAMEPLqTE YES ONO DATE LE _ ? FT IN yS?, ?qVICE WITN N l CONTROL VAl/V?ES?O/yENr 7 ? REMANKS ° - ?/ ,Q G /Sf ..s Ni?- GJ/?cr- o,.j I/ / -'e NAME FSPRINKlE0.CONTRACTOR Fr TESTS WITNESSED BV ? SIONATUflE$ O PR q 1jj Y NE ,(SIaN I TIT DA ? n? ,. i... ... i. rfl --, i o-/-), Ar iSA OACN Contnctor4 Material & Tesl Cerlifinte for A6ovesround Pipina . `? 1998 BUII.DING PERMIT APPLICATYON (COMMERCIAL) CITY OF EAGAN -? b 681-4675 Submit following to obtain necessarv Dermit s r4, 1sL.! 6 Foundation Onl New Construction Interior Impro ent shuctural plans (2 sets) /archHectunl plans (2 sets) a I plans (2 sets) civil plana (2 asb) 'sttudurel plans P. sets) code an (1) « code analysis (1) " /civil plans (2 sets) project a (7 set) soils report (i) 4endscaping plans (2 sets) Key plan prajectspecs (1) -6odeanaysis (7) ^ energyalwl ' (7)ndaAvays ` Special Inspedions & Testing Schedule " soils report (i) Electric P orm (1) not aAvays ° SAC determination btter Irom MCfWS - SAC detormination letter hom MC/WS - SAC Oe ation C/WS - call 602-1000 calt 602-1000 call 6 Spedal Inspedions 8 Testing Sdbdule (1) " Pro)ect sDecs (7) enerp calculations (1) « e nC pwer L? htin Fprtn " 1 " VVII?GYI ?YIIYIIIy 1110116lr11U110 IVI yilIIIFIC (.'v?! ??ft !? ?- ?/ Food & Beverege or Lodging facilities: Plan must be submitted to Minnes'o ?uep`artment of'iealth. Ca11215-0700 for details. DATE:I Zf q.4 WORK TYPE: NEW _ REMODEL DESCRIPTION OF WORK: CONSTRUCTION COST: 4S4Te!:), TENANT NAME: 41cr-nl ?SrG ,F+"'ck- - tay Pzc Jet SITEADDRESS: 4UE??O 3'"-- '9-_ PR•-rc.vSUITE#: ? LOT I BLOCKI_ SUBD. 1tFA.4LkL?.<? P.I.D. # Name: R-LO-5 PhoneN: PROPERTY Last First OWNER Sveet Address: (a0J "?(ZQ5)'?a6-'{?S -mAS C.. City _ fL:i._? l,LLS-- State: 1WlL Zip: 5-S 22? Company: \/A[7,L= 0,? Phone #: d-7 ^ CONTRACTOR r ? t? ) 1Er ?G I -- ?. ?rT St3tC: ? J ? ENGINEER Company: 26T/ . )Jum" T ff 1A_604 1/'?U.G?1/( steet w dress: ? ,...,,..?- Sewer 8 water Ifcensed plumber (only ii installing aewer & water): 1 fiere6y acknowledge that 1 have read this application and state thal the Minnesota Statutes and City of Eagan Ordinances. # 3 ?=! 1-`P ,gx :,Sb 7• S 3 Y- DS Phone #: lz:P-7 - ZL90 ^Lqi?d- Registrarion #: uo ( d 'ASSt ? State: N4/-,\ Zip: t5!E7b* kJaC -.IMA2I?D and agree to comply with all applicable State c Signature of OFFICE USE ONLY 4 BUILDING PERMIT TYPE ? 01 Foundation oE!r- 18 Comm./Ind. WORK TYPE ? 19 Comm./Ind. Misc. ? 20 Public Facility ? 21 Miscellaneous 0' 31 New ? 33 Afterations O 35 Tenant Finish ? 32 Addition 0 34 Repair ? 37 Demolition GENERAL INFORMATIONr L ' N Const. (Actual) 71 t?•NBasement sq. ft. /, Y3o MC/WS 5ystem ? (Allowa First Floor sq. ft. 2v City Water -T UBC Occupancy M • L?. sq. ft. l. S/1o Fire Sprinklered 4/ss Zoning sq. ft. Census Code Lz # of 5tories ? sq. ft. SAC Code 30 Length 13[0 - 3 sq. ft. Census Bldg. ? Depth 6p 0 Footprint sq. ft. , I Zo Census Unit APPROVALS Planning Building Engineering Variance Permit Fee Valuation: $ 44 3AFa Surcharge 3 i 7. s5- Plan Review ?%=?? MCIWS SAC CitySAC J,-- WaterConn. S/W Pennit ; ?r' . .,., S/W Surcharge 0 Treatment PI. ?.. ; y1 7' Park Ded. N:-a Trails Ded. h. - TO: PAT GEAGAN, CHIEF OF POLICE JON HOHENSTEIN, ASSISTANT TO THE CITY ADMINISTRATOR DALE WEGLEITNER, FIRE MARSHAL ? ELECTRICAL INSPECTOR PUBLIC WORKS! ENGINEERING DIVISION lUTILITIES/STREETS GENE VANOVERBEKE, FINANCE DIRECTOR RICH BRASCH, WATER RESOURCES COORDINATOR MIKE RIDLEY, SENIOR PLANNER GREGG HOVE, SUPERVISOR OF FORESTRY FROM: JOE VOELS, CONSTRUCTTON ANALYST DATE: ?.ilM_?iY/lfLA-/?+3Qltl?C The _ preliminary X construction plans for hu.f are in our plan review section for your review and comment. Please return this form to Dale Schoe.ppner 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: Indicate any fees that are to be collected with the building permit: AMOUNT ? Yes ? No landscape security requiced ? Yes ? No water quality dedication ? Yes ? No pazk dedication ? Yes ? No trail dedication ? Yes ? No ? Yes ? No Signature tree dedication ZONING? Date JS/PORMS-RLO/PLAN REVIEWqOE V city oF eagen THOMASEGAN Moyor PATRICIA AWADA March 4, 1998 BEA BLOMQUIST SANDRA A. MASIN THEODORE WACHTER Council Members THOMAS HEDGES MR PAUL CASSEM Gry Administrator YAGGY COLBY ASSOCIATES A OVERBEKE 717 THIItD AVE SE CiryCe k ROCHESTER MN 55904 Re: Team Tires Plus `Lot 1, Biock 1, 1" Minnehaha Addition Dear Pauk This letter is a follow-up to our phone conversation yesterday, March 3, 1998. As we discussed, 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. We are, therefore, requesting that the following items be addressed. Unless otherwise noted, all references are to the 1994 UBC. Sheet C2 Accessible parking spaces (and the van-accessible unloading aisle) must be indicated via signage as required by 1996 Minnesota State Building Code (MSBC) 1340.1120, Subpart 1 and Subpart 2. Sheet Al-i Just a reminder, if iny rooftop equipment is planned or added, roof access designed to 1996 MSBC 1300.4500 must also then be supplied. Sheet A3 The roof drains and overflow drains may not be interconnected. As the overtlow drains cannot be connected to the same drainage system as the roof drains (i.e. the City's storm sewer system), they must be drained to "daylight." Section 1506.3 (Note: Team Tires Plus personnel should be educated that if water is discharging from the overflow line(s), maintenance is required on the roof drains.) MUNICIPAI CENTER THE LONE OAK TREE MAINTENANCE FACILITY 3830 PILOi KNOB ROAD THE SVMBOL OF STRENGTH AND GROWTH IN OUR COMMUNIN 3501 COACHMAN POINT EAGAN. MINNESOTA 55122-1897 EAGAN, MiNNE50TA 55122 PHONE (612) 681-4600 PHONE(512)681-4300 FnX(612)681ab12 EqualOpportunity/AffirmativeAChonEmployer FA7(:(6i2)6b1-4360 iDD (612) 454-8535 TDD, (612) 454-8535 MR PAUL CASSEM MARCH 4, 1998 PAGE 2 Sheet A6-1 4. Details 6& 13: The bottom edge of the reflective surface of the mirror must be within 38" of finish floor. CABO/ANSI A117.1 - 1992, Section 4.16.6. heet A8 5. Detail 22: The dimensioning given at this detail does not match up with the parameters established by elevation "C" on sheet A6-2. Please verify and revise as necessary. Note: Code allows a maximum counter height of 34" with a minimum knee clearance requirement of 27." CABO ANSI A117.1 - 1992, Sections 4.31.3 and 4.31.4. Please submit revised plans incorporating the above. If I can be of further assistance, feel free to contact me at (612) 681-4683. Thank you. „ Joe M. Voels Construction Analyst JMV/mg cc: Joe Varley, Varley Construction Dale Schoeppner, Assistant Building Official ? RELEASE OF HOLD Project Name/Number C Legai description: L B Sec/Sub Release hoid on: Issuance of building permit 6? Certificate of Occupancy - ,,G Other (please expiain) -, , ? f Person Releasina Hold RELHOLD.FX LTS#1 Parcel #: ?SetwFS[ ,•/ / Reason forboU. X'i?/£a S Q varl¢y construction, inG, ?c C.. N 0 Cite of Eagan Building Inspection Dept. 3830 Pilot Knob Road Eagan, MN 55122-1897 Attn: Dale Schoeppner RE: Tires Plus 3595 KresiwoodLanc Access Ladder To H.V.A.C. tlrea GENERALCONTHACTOR RESIDEN7IAL COMMERCIAL 16800 Shieldsville Bivd. FARIBAULT, MN 55021 PHONE: 507-334-6034 FAX. 507-334-0536 This is to intorm you that the above access is being installed toclay and should be complete tomorrow June 19, 1998. Respectfully, l...s, //c .x.., Dick Miller Project Coordinator ?- s?? aT1W-1e-1998 09:25 tQ VCf? COI'15fIlICflOr1, I?1G. IV ? Phona (507) 33a6034 (507) 332•2719 FAx cson 3344353a TO: e .'"Tr ef •4.10164) /.3/dg• t.+?t?t.r-.?w Aer? ATTN: ?A/? Scha??GNcd P.01i02 FAX NUMBER: NUMBER OF PAGES TO FOLLOW: ? DATE: FROM: 371e E' /ss . L/6 B. JOBNAME: Tless 10lus .04f 4AN6 If you have any problem recelving this, please call. COMMENTS: ?? - ifj CC£ss [.ddc`r. /Psyu i2e w.o.,.7' i'?it+*JE'r . 06-18-98 09:08AM F001 #06 . Space-sa'ver Folding , stairway Designed for safe and easy aCCess to upstairs ro0m5 Of attic space. Ameriea's leading stairway designer has left noth- ing out of this very fine folding stairwey. The most stringent standards ot the entire Industry must be met or surpassed before lhe BESSLER name goes an. 7he best of materials and wOrkmanship used tnroughout POUBLED SECfION NINpES AT FOLpIN6 JDINTg MORE 3TRENGTp qNO fl10iDiT' Stringers and treads are carefully selected for grade, maximum strength and rigidity. BELfCONTAiNEDwITMIN •Mlm.' WLqDB iT90WNFRnME. PFOUIaES GR00`/ED Adjustable spring tension, nuts. bolIS, and SCrew6 C E^q?yCEOMOpATTIC GORTRJCTiON. plated to prevent rust. "Ni VIZ" treads beveled both edges and grooved on tace to provide better traction. Wood parts carefuny selected tor grade, appear- ? .. ? ance and density. 1" x 5" svingers. 1" x 6" • treads• ladder rods with large washers support and strengthen stair. Nigh grede insul3ted door panel. Painled hardware, plated fasleners. ?,_1 Molded handrail. Suggested load capaoity Q - ;, 300 IbS. " WE - ( m on 6otwm to ra nmi , This stairway is designed for residentisl use only. BY DATE G INSPEC DEPT i izg ?.i ? -_-_JW^7. -? 70 z2^x sa° ta ,•"" y. 55 79' 75 .• ?s??, -- .07i, ?- 7: .. • =_: _.- ? 25 112" x 54" 10' 65" 79' 85 - .:.::.-Te?.:-? 30" x 54" t 0' 66" 79' ?0? Foiding . - .. 'It fs reoommended edding 78" to landing space dimen9ions lor safe ascenf vr descent BES$1 afthestefrway. #3807 1T4IRI Divislon Lamar A -360-1900 b Site: http b,"The Origrnal Disappea, ??/v O ? \ 0!v`? ? 1 ? W : ? 507 288 5058 JUN 16 '98 '01:37PM YRG6Y COLBY RSSOCIRTES ? FAX TRANSMITTAL DA7E +b J?,?s "tA TO FROM RE -- w-A NO. OF PAGES :2- (Including this caver page) ITEMS N0. PURPOSE ? 0 00;5< REMARKS DESCRIPTION P.1 ENUiN86F8 ANCNI76CT5 sunvsYOns LANDSCAPS AACRIT8C73 PLRNNERS 717 3RD AVENUE SOUTHFAST ROCHESTER. AtINNE50TA 55904 507•388•6464 FAX 507-286-5058 PROJECT # cc: 4Lt ?.--? AS YOU REQUESTED FOR YaUR INFORMATION FOR YOUR APPROVAL ? REVIEW AND RETURN REPLY TO SENDER ? OTHER (SEE REMARKS) EQUAL OVPORTUNI7V EMPIOYER _< MESSAGE CONFIRMATION 06/17i98 10:52 ID=ERGRN ENG+COM DEU N0. MODE BOX GROUP 778 TX DATEiTIME TIME DISTANT STpTION ID PAGES RE5ULT ERROR PRGES S.CODE 06i17 10:51 00'51" 507 288 5058 002 OK 0000 .? ?. _ city of eagan FAX TRANSMITTAL 3830 PILOT KNOB RD EAGAN, MINNESOTA 55122 TO: FAX # s-0 9 - Zle ?OSe DATE ? " /'7 S8 ATTENTION au ? Cd-ss tTIME COMPANY # OF PAGES TO FOLLOW l FROM: ? le- Sc.?a a-ei^ PHONE #klZ` 6al/ Comments: These are being transmitted as checked below: FAX #: OFFICE #: _ For approval _ For your use /b As requested _ For review and comments _ For pubiication _ High priority AdministrationlFinance/Parks (612) 681-4612 Community DevelopmenUEngineering (612) 681-4694 Public Works (612) 681-4630 Municipal Center Maintenance Facility TDD (612) 681-4600 (612) 681-4360 (612) 454-8535 Note to Facsimile Operator: Please deliver this fax transmission to the above addressee. If you did not receive all of the pages in good condition, please contact us. Thank you. THE LONE OAK TREE...THE SYMBOL OF STRENGTH AND GROWTH IN OUR COMMUNITY Equal Opportunity/ANrmative AeNon Employer REQIIEST FOR HOLD Date: le,-7 /z- ' ?46 Proj ect name : / G ?S Address: Legal description: L B Sec/Sub Reason for hold: 2s z5GGcSt Zc?) !/PKrGN l2edot, s /-flbv s !ec Place hold on: Issuance of building permit ?-Certificate of Occupancy Other (please explain) ".4/ I!f/approved, this "hold" will remain in effect for fifteen working ??ays. Upon expization, the hold may be renewed for additional fifteen-day periods. The person or department requesting the "hold" is responsible for notifying and resolving any problems with the affected parties. U42L?? J? ( 9 t? C?i'?µG ,C? ` ? ••p?Lv.sb .?a oy?r ??P(. O'cl f, Lie1(N l( Dc , A,j ? ? d? l??• C. ? ?`•?i??? W ?"d ??`?4? ?J? Q?? ?? S{ L cAss n v ?v i ? , 3UN-1&-1998 13:31 P.03i04 PTiQJECT: . XLEPOIt'T'ED TO: , ? TIItFS FLUS ]OSEPH P. vAitI.EX CONST. rNC. EAGAN, MW ; 16800 SFTIES.DSVII.LEHLVD: I ! ? FARZRAUL.T, MN 55201 AT7N: DYCK MII.LER i AET JQB 140s ?-Ob1E6 DATL: 7UNE 18, 1998 i tfuns. May and lffie 1998. Date oi O . ; . Yteferena I?pc?nt? Dzawings wece avesiahle on sioe. AWS Dl.l SwcnuSl aelding ?' code (Steed) and D1.3 5ttucnual Wetding Cade (Sheet steel). AISC Spedficatian for SttuartW 7oints Usinp A3TTvi A325 or A491Y Holts k?exspw?et: Kenneth L. 17and, SNT-TGLA Level Tl, AWS CWY, ICBp. Soope of Work:i ' Visually observe fieid welding af gttuctursl steel and bar joi,cts. 'V'?sually observe roof deck welding and fastaners- . Visually observe high sarangth botted cowecaont for washer installadon ' and ply contacs. Results: Uue to the advanced stage of eCection, ohservaaoa5 of f'te.id weld[ng of i structural eeel and bar joist conasetions was 1in13ted to the raer,gnim. bbservations of roof beams ceveal heat aff=oed zones a[ nce; joists miicating a fimon pmcess has wm plac'e- However naoe of the rooP level ; vwclded connections were obaexved for weId qua[ilY> size, or length. Mezzanm welded connectiams satiusfy requiremem o£ the referenced code and project specifications. Dec1c weldmg was uot observed (roa in.stalled), however the joiets d* havre head affbeod zoaes mnsisoet with deck wakting. No deck weiding was establishad, nor ware t6ie arelds observed for siZ6 or ity. Observatians of aecem"ble roof deck areas indicate mechmical fa"rs saciafy the reference code and pzojecs specifisationa. : V'isual obsexvetioms oE acaessible 6o1[ed conuecdons indicace ait p1i i are in mcimate cvntacc aad sat?sfy regwreiments of mug tight conc6tloa• , R=99% JiJN-1e-1998 13:32 P.04/04 , . , . I , Ak'T' # 2.00186 - Page 2 ? i . ; i : Test Methods: , iYisusl weld obseiwatioffi vrete perform0d ia acrnrdance wfdi ft rm&ements of secaon 6 of riio saruchn-al weftg coae (Sted), or Secaon ? 'P of the Suucnual Welding C.ode (sheet s0ee1). Individnal welcts°were J?ed for quality, size and lengeh. Aay welds matked Far mpair; were i I h?mught to the attendon of the conttactor. Following xep*. atl welde i?'?.itially mar&ed daficient were re-observed snd judgod swisfacbory. ''Yhe Itigh-stxengtt? bolted couneClioils were abserved fbr inanoate contsct of '. all plies and chst a washer was installed behind or wnder che ntn. itemsrks: Our work was mubmiwd by: Dick Miller, 7oseph Vsrley ConsuuC3lota Inc. Report Prepued (By..- i : i i , N[YT i ? R=99% R,epots Tteviewed By: iJ? Mark Sandvig . . Manager, N'AT/Metallurgy ?k TOTf]L Pqf'?F. R4 ** TOTRL P.04 os-ia-sa oi:iarM Pooa u12 JUN-1e-1998 13:31 11 Q ?I?+ CCIt1S1fLIC110t?, 161C. Q ? . i ' ? . Plwne (807,) 33446pg4 (507)332-271e (507) 33a-0536 To: o n+t !3/1t• '?:`NS?96cTiJU1 DrPr, ATfN: ?•p !d S c ! ai??p ,?/ G ? If you have any protlleml raoeiving this, please eall. GOMMENTS: ? rv r C 3 r?c.. ?ry.aal P.01i04 FAX NUMBER: NUMBER OF PAt3ES TO FQLLOW: DATE: 6-/S;.!?$ FROM: ZD•eit 40,4'144. : J08 NAME: 'T"i.ES s folu.s $d?l3 iE'?AZd?T"wea? l.I?wG i fsr, w y R E?oe?v-. T& ? r r c: s s L-.aWr.m ,+,.I 4L t..u , y 1 0?A?I EArAL/c uf '7`u R'7'"cn.'04 ?6AR?011 ?.C. Jtr?7a ?w.sF/ef?. Ours -??s./e? SK?pr W.?!( Cawrr?r ?/OCa? 6 f f 77o ? ?7 4r? .?p ? ?' o?L. yo N. f. @ O o?/ C R f T'?i ??Y / M Zn ',i . 7 ? C405TR. i. ?Ro?[cy %e[i ME Q vorwy corwructilin,:inc. i ? f . QENERAL CON7MOTOR RESIOENTIAL . COMMFACIAL E 1I9B90 Shleidsvllle Bivd. '. FARIBAUI.T, MN BSW RICHAXD W. MILLEA ' RH061E 8073344039 P?olect Coordlnafa ! FAIL-507434-0538 I 06-18-98 01:14PJ P001 #12 7UN-1B-1998 13:31 ?. ? i • P. 02/04 i • . ; FAx TRA.vsNnssYaN AMERICAN ENGIlYEERII+IG TESTlNG 550 CLEVELAND AVENUE NORTH ' ST. PAUL, MN 55124 (612) 659-9001 ; ; . Fax:(612) 647-2744 To: Company: Fax #: Phonie #: 3abject coN54EtvTs: : i Date: lB l f? ' 9?? ? Pages: 3 aictnaing this coveF sheet. From: K ti r+ ? J? Ct ctl ? Pnone #: la S' 9- I 3??> i AET .Ia6 9: al,?tS 3 R=99°k 06-18-98 01:14PM P002 #12 A??ERICAN CONSULTANTS o GEOTECHNICAL 1 ENG[NEERING • MATERIALS ? TESTINC, INC, REN 7707 . . ENVIRONMENTAL I BY: , S. 1I?A ?P TOFPR PROJECT: REPORTED TO: TIl2ES PLUS JOSEPH P. VARLEY CONSTRUCTION EAGAN, MINNESOTA 16800 SHIELDSVILLE BLVD. FARIBAULT, MINNESOTA 55021 ATTN: DICK MII.LER AET JOB NO.: 02-00186 DATE: NNE 12, 1998 INTRODUCTION This is a progress report presenting the results of the project testing services we have conducted for the referenced project in Eagan, Minnesota. This report covers the period of Mazch 19 to 7une 12, 1998. Our services are being performed on an intermittent basis. The scope of our work during this reporting period was limited to the following: • Performing intermittent observations of the bottoms of excavations for the foundations. • Conducting compacdon tesu in fill on an intermittent basis. • Observing the placement of reinforcing steel. • Perfoxming field tests of plasric concrete. • Perfoiming compressive strength tests of concrete, grout, and mortar specimens. • Performing field observauons of masonry construcrion. • Perfomvng visual observations of field welds and checking bolt tensioning on field erected structural steel members. 'AN AFFIRMATIVE ACTION EMPLOVER" 2102 University Ave. W. • St. Paul, MN 55114 • 612-659-9001 • Fax 672-659-1379 Duluth • Mankato • Marshall • Rochester • Wausau AET #02-00186- Page 2 Our work is being performed according to your March 18, 1998, authorization. DESI N INFORMATION The project consists of the construction of a commercial suucture in Eagan, Minnesota. We understand that the building will: • Have one above-grade level and a basement in the south part of the building. • Have an assumed first floor elevation of 100.0 and a basement floor elevation of 91.8'. • Be supported by conventional spread footings designed using an allowable soil bearing pressure no greater than 2,000 pounds per square foot (psfl. • Have bottom-of-footing elevations ranging from a6out 95 to 90.2 for rhe perimeter footings and 97 for interior footings. • Have approxnnate overall dimensions of 136' by 60'. • Use masonry block and structural steel frame construction. • Have normal tolerance to settlement. • Be constructed according to applicable building code requirements. Deviations from the above design information could necessitate altering our conclusions and recommendations. Contact us if the informadon stated is different from the actual project design. AET #02-00186- Page 3 OBSERVATION/TESTING PROCEDURES & RESULTS Excavation Observations We observed the footing excavations for the building during the period from March 19 to April 3, 1998. The results of our observations were presented in our April 10, Report Of Excavation Observations And Density Testing. Refer to that report for specific results. Compaction Testing During the period from March 23 to Apri124, 1998, we conducted 16 density tests in fill placed at the site. The density tests were conducted on an intermittent trip 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 have been reported previously under separate cover. The results of the soil compaction tests taken indicate that all final tests mei or exceeded the minimum recommended compacUon level at the elevations and locations tested. Reinforcing Steel Placement Prior to concrete placements in perimeter foundations, we observed the configuration of the mild reinforcing steel for conformance with the project documenu. Our observations were performed on an intermittent basis. We observed the reinforcing before placement of concrete for all perimeter spread footings. During our reinforcing steel observations, we evaluated the following items for conformance to the most current structural and shop drawings available at the project site. • That the proper number, size, spacing, and lap of the reinforcing steel was provided. AET #02-00186- Page 4 • Documenting the d'unensions of formwork and verifying general conformance with the approved drawings. • That proper concrete cover was provided between the reinforcing steel and the formwork, ground surface, and/or the final concrete surface. • That the reinforcing steel was substanually free of rust, scale, dirt, ice or other deleterious materials which wiil reduce adhesion with the concrete. • Noting the general appeazance of the reinforcing steel and formwork. The results of our observations aze included in our daily field notes, copies of which are attached. Based on our observations, the reinforcing steel placed during this time period was judged to be in general conformance with the project plans and specifications. AET does not engage in the pracrice of land surveying. Our observations of the reinforcing steel placement are based on the layout of the formwork by the contractor. We cannot be responsible for the exact location of formwork, anchor bolts, or embedded items. Field Testing Of Concrete Placements We were present at the site on an intermittent basis to perform tests during concrete footing and masonry corefill placement. As a general procedure, we checked the delivery ticket for each truckload of concrete delivered to the site during the time of our site visit to conf'um that the correct mixture was delivered. We also performed slump, air content, and temperature tesu in general accordance with project specificatioas to judge whether these parameters were within specified ranges. The materials placed were generally found to meet the project specifications for slump, temperature, and air content. If discrepancies from project tolerances were observed, we informed the project concrete contractor. The tests were performed in accordance with ACI 301 and AET #02-00186- Page 5 applicable ASTM procedures. We cast sets of standard 6" by 12" concrete cylinders for the purpose of compressive suength testing. Each set consisted of three specimens which are tested at: 7 days, 28 days and a hold specimen for possible future testing. The results of our testing of plastic concrete are presented in our Reports of Plastic Concrete Testing, which have been forwarded under separate cover. Compressive Strength Testing of Concrete Cylinders Following a brief field cure, the test cylinders were delivered to our laboratory for curing and compressive strength testing (ASTM:C39). The concrete strengih test resulu aze presented in our Reports of Compressive Strength of Cylindrical Concrete Specimens, which have also been forwarded under separate cover. Based on actual 28-day strengths, the design compressive strength of the concrete tested to date has been met. Observation and Tcsting of Masonry We have performed observations during suuctural masonry consmiction on an urtermittent basis. In general, our work was limited to the following items: • Review the approved project str-uctural drawings. • Observe the general condition of the masonry uniu, placement of the units, mortar joint thicknesses and tooling. • Observe the placement and alignment of horizontal and vertical reinforcing bars for size and spacing, and document length of lap splices. • Observe grout spaces for size and cleanliness prior to grouting. Observe grouting operation, including consolidation and grouting height. • Cast a set of grout and mortar specimens in accordance with ASTM:C1019 and UBC 22- 24, respectively. 0 Perform compressive strength tests on grout/mortar specimens. AET {f02-00186- Page 6 The results of our observations were included in our daily notes, copies of which are attached. If discrepancies were observed, we informed the contractor responsible for the work and the project superintendent. Based on our observations to date, the structural masonry construction at the time of our observations was being performed in general accordance with the project specifications. The results of the compressive strength tests have been reported previously. Observation and Testing of Structural Steel We were not contacted by the contractor to perform observations and testing during erection of the structural steel and roof deck. During the period of May 28 through June 12, we have made periodic visits to the site in order to observe visible connections. Our work was perfortned by an ASNT-TC-lA Level II technician. When deficiencies were noted, we informed the site superintendent. As of 8:00 am on June12 --- - several-deficiencies have nof yet been corfected. Ye have been informed the deficiencies will be conected and they will be rechecked for conformance with project specifications. Field reports documenting our observations and any deficient work were presented to your field superintendent following each observation. A final report will be presented following the completion of this phase of the work. If you have any questions or comments regarding the content of this report or our work, please contact Gary Larson at (612) 659-1363. 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. U?L ? ? { ??,ry''. '???!1?""?' .?y ?havlv q'6 ?\ yd?'? ? ?1 Py ? AET #02-00186- Page 7 Our services for tlus project have been conducted to those standards considered normal for services of this type at this tune and location. Other than this, no warranty, either express or implied, is intended. Report Prepared By: ;??--?- Ga . Larson Senior Engineering Assistant Report Reviewed By: Michael P. McCarthy, Principal Engineer MN Reg. !/16688 Attachments: Daily Reports of Reinforcing Steel Observations. Daily Reports of Masonry Observations. AMERICrI`I l ENGINEERING TESTING, IYC. REINFORCING STEEL OBSERVATIONS PROJECT: / / ?e-5 gw-5 REPORT NO: 2- ??Gln, rmME: PORTION OF S'TRUCTURE: rzf'?I?rS G,,?,??,??. r, 3??•?,,?j ?,?,? J" l/W Gr,rllF.c., sTxucTTRAL nxwG. #: ff / - REBAR SHOP DRWG. #: P.T. SHOP DRWG. ,L/,P?ment per diwgs. DATE: 3/?Aop ao$ P OZ -CekFV AEr rExsornvEL: wEATMt 50° cl?? r x._ ?L Latest Revised I.atest Revised Date: Latest Revised Date: _PIac=enc as noted beiow I 2EFIC1ENCIES• CORRECTED I 1. I 2 3. 4- I Pe:son(s) informed of Denciene.es. +E'nwaMSnmiwa.sn. 'u+ aFFlRNR71VE AC77024 90IOYEA' ,- 2101 Universrty Ave. W. - SL Pau1, MN 55114 • 672f59-9001 • Fax 672-659-7379 Culufi. MaNwto. Roc,-tescer. Wausau Cities Digital Control The following image represents the best available image from the original page. Every effort was made to capture the content from the original page. ' AMERICAY f 1 EYGINEERING sTESTING, IYC. REINFORCING STEEL OBSERVATIOPtS PROJECT: r;r^= F/-. REPQRT NO: 1 DATE. i`? JOB rY• PORTION OF STRUCTURE: 154P a?,.??,, <, AET PERSOLVNEL: -` /1 +J f?' WF,t1T7ML' : ?•:" i 5'TRUCTURAL DRWG. #:A I- 1 Latest Reviged Dstc /f /'g REBAR SHOP DRWG. Jl: Lete9t Revised Date: II P.T. SHOP DRWG. #: Iatest Revised _LPtacemeat per drwgs. _Piacemeat as noted beiow AE'nwanuMMwrt.m -,,, xrnr.uAmeAcnaM eOLorOr 2107 Universlty Ave. W. • SL Paul, MH 55114 . 812-659-9001 • Fax 612-559-1379 Ouluth • Mankala . Aotllestef •'kaus2u AMBAICAN Eivcm?BnmTS DAILY MASONRY OBSERVATION REPORT TH.STIIVG. IOf : cb# A-1 ts c I'A k Pm ? L Temp: SU? ?am m Project: Time on Sire: ld=-c Lccation: G, ...D A.3 ?? o+? ? F?.?/ i14±-1„ iZiS Ref. Drawing & A`:A•3 ? ?-9'9? }Ju = Deficient CO = Corrected GC = Generally in Conformance NA = Not Applicable w/Project Specs GENERALLY 14 PLACLYGMORTAR AND CONCRETEBRICK UNITS G NUT ACCEPTED 470CII L4tH'NNC CORRECT MORTAR TYPE USED FOR WALL BEING CONSTRUCTED 0 DE ? CO FdGC ? NA NO ADMIXTUAES, SALTS, OR ANTIFREEZE COMPOUNDS USED IN MORTAR O DB ? CO DGC ? NA MGRTAR MIXED Wfl'Ii CORRECT AND CONSISTENT PROPORTIONS; PROPERTIES ? DE ? CO Q GC ? NA M0RTAR MIXED FOR 3 TO 10 MINUTES AFtER ALL INGREDIENTS ADDED ODE 0 CO 0 GC Q NA MORTAR USED WI1'HIN 2'h HOURS IF MIXING (RETEMPERING ALLOWED) ? DE O CO B CC ? NA MASONRY UNITS NOT WETTED PRIOR TO PLACING IN WALL O DE ? CO 0 GC ? NA LLvIIT AMOUNT OF MORTAR SPREAD BEFORE LAYING UNITS TO PREVENT EXCESSIVE DRYING ? DE ? CQ ? GC ,8t NA S"CARTING COURSE BED JOINTS NOT LESS THAN 114" AND NOT MORE THAN (" THICK ODE Q CO Z GC C3 NA 3ED 70INTS ARE BEfWEEN 1/4" AND 5!8" IN TfiICRNFSS O DE ? CO Eff GC ? NA WEBS ARE FUI-L MORTAR AT STARTING COURSE AND AROUND CELLS TO BE GROUTED ? DE ? CO xJ GC ? NA i OINT REIM'-0 ? RODS FULLY BEDDED WITH 6" M1N LAPS ? DE ? CO ? GC ? NA FACE SH b? ARE FULLY MORTARED ? DE O CO ? GC ? NA M0?2TAR? ? ? 70INTS AS THICK AS FACE SHELL O DE ? CO ? GC ? NA MORTAR WICl7'F?:??? '?]OINT BfiTWEEN 1!4 Td 1!2" FOR PRECLSION UNITS ? DE ? CO fl GC ? NA UTID ARE ALI GNED AND UN0651RUCTED VERTICAI, Ci? ? DE ? CO D GC O NA ?:ORTAR PR THAN 1/2° IIJTO CELLS TO BE GROUTED REMOVED W 1 ODE ? CO dGC O NA GROUT SPIID WYTfiES KEPT FREE OF EXCFSS MORTAR DROPPINGS - ? DE ? CO ZIGC ? NA IF 1J1vIT IS DIS'f,Mfb.?AYMR INITiAL P0.SITIONING, REMOVED AND RELAID W/FRESH MORTAR ? DE ? CO _? GC O NA 1= VOIDS IN MOti?16iftS AFfER POSTTIONING REMOVED AND RELAID W/FRESH MORTAR ? DE ? W 0 GC ? NA CONTROL IOINTS f.UCAT1ID AND CONSTRUCTED AS INDICATED ON DRAWINGS ? DE ? CO -0 GC ? NA GENERALLYIN P• ACLYGREINFORCING AND GROUT ? NDT ACCEPTED ?'Q'Tff iIRM1fANC CORRECT VERTICAL REINFORCING SIZE, SPACING, AND LAP LENGTAS ? DE ? CO AGC ? NA JAMII. LINTEL, AND BOND BEAM REINFORCING AS IND[CATED ON DRAWINGS ? DE ? CO KGC ? NA RGINFORCING SECURED IN PLACE WTTFI POSITIONING TIES OR SPACERS G UE ? CO CC Q NA REtYFORCING CENTERED OR AT FACE OF WALL AS SPECIFIED (1!2" TOLERANCE) ? DE ? CO GC ? NA NG ADMIXTURE, SALTS, OR ANTIFREEZE COMPOUNDS USED IN GROUT ' lj ? BE O CO $GC O NA 7 GROUT SLUMP 8 TO 10 INCHES IoDE ? CO 1kGC ? NA ALi REINFORCING EMBEDDED IN GROUT ?'DE 0 CO -qGC (3 NA MOBTAR NOT USED AS COREFILL GROUT ? DE O CO 2?CC ? NA Ir^ GR0UT POUR FJ{CEEDS 5'-0' IN HIIGHT, CLEANOUTS PROVIDED ? DE O CO ? GC ANA A:.L GROUT VIBRATED ? DE ? CO O GC -k NA GEtiE RAi.LY IN GEWRAL ?NOTACCEYfID ffO(T 4UM1ANC .YiASONRY UN1TS. MORTAR AND GROUT MATERIALS PROTECTED FROM WEATHER ? DE ? CO GC ? NA TOPS OF INCOMPLEI'E WALLS COVERED WHEN WORK NOT IN PROGRESS ODE O CO GC ? NA HOT OR COLD WPATHER CONSTRUCTION REQUIREMENTS FOLLOWID ff APPROPRIATE ? DE O CO ? GC )kNA i eI5 CAECKLIST IS INTENDED AS A GUIDE FOR INSPECTING THE MASONRY WORK FOR A TYPICAL PROJECT. IT DOES NOT CO V ER ALL OF T'dE REQUIREMENTS FOR A SPECIFIC PROIECT NOR IS IT IN7'ENDED TO REPLACE OR D10DIFY Tf fE PROJECT SPECIFiCATIONS. IN TLL CASFS THE SPECIFICATIONS SHOULD E STRICTLY ENFORCED AND FOLLOWED. THE PROJECT STRUCTURAL ENGINEER SEIOULD BE CONSULTE WQUFSTIONS. SiGN.4TURE: ' DATE: C:\ W ?b I UEIIFORMSUTAS-DAIL2.IN5 A.Mznica. ) -EvcnvsBSev TE.srmrs. ?. c DAII.Y bIASONRY OBSERVATION REPORT Jo z o• ia 6 Pm / L. Temp: ? d a Project: ? 1 Time on 3ite: 4q-6a m Location: ? Z Ref. Drawins Date &#: - 2-9-98 61A r t t S_,la t . a....c sr'- ? ro DE = Deficient CO = Conected GC = Generaily ia Conformance NA = Not Applicable W/PtOjeCt SpECS PLACING rIORTAR AjlD CONCRETEIBRICX UMTS G NOT ACCEPI'ID GENERerT y IN RCONFOIqV(A? CORRECT YIORTAR TYPE USID FOR WALL BEING CONSTRUCTID ? DE ? CO 6a'GC ? YA Np ApMI;CTURES, SAL.TS, OR ANTIFREEZ: COMPOUNDS USID IN YIORTAR ? DE 0 CO j5i GC ? NA MORTAR MIXED W1TH CORRECT AND CONSiST07T PROPORTIONS: PROP9RTIFS C DE G CO ja GC ? YA M0RT,1R ;vILYED FOR 3 TO 10 MINUTES 2.FPER AL,L ING.ZIDI&`ITS r1DDID Q DE OCO RGC Q NA MORT11t USED WITAIN 2'h HOURS ff MIXING (RETE?YeIItING AL.LOWID) ? DE Q CO 5kGC ? NA M4SONRY UNITS NOT WETTID PRIOR TO PLnCING IN WALL 0 DE a CO 4GC a NA IIvIIT AMOUNT OF MORTAR SPRE9D BEFORE L.AYING UMTS TO PREVEIT EXCESSIVE DRYING I ? DE ? CD ? GC II(NA , STAR'I'IIdG COURSE BID 70INTS NOT LESS TAAN 114° P.ND NOT NfORE TAAN 1° "fHICIC ? DE Q CO {$ GC a NA BID lOINTS ARE BET'WEEN 1/4" AND 5/8' IN THIC.GVESS ? DE ? CO JR GC ? NA WEgg ARB FULLY MORT?1t AT STARTING COURSE AND AROUND CELTS TO BE GROUSED Q DE ? CO GJGC ? YA JOINT REINFaRCING SIDE RODS FULLY BIDDID WPIfi 6" Y@t LaPS ? DE Q CO GC ? NA FACE SHELL OF BED JOINTS ARE FULLY NAORTARED ? DE ? CO GC ? NA MORTAR THICKPIF.SS IN HEAD IOINTS AS THICK AS FACE SFEI.L ? DE Cl CO @},,GC ? NA MORTAR `x'IDTH IN HEAD JOINT BETVVEEN 114 TO 112' FOR PRECISION UNTTS ? DE ? CO lq GC ? YA VIItTICAL CELLS TO BE GROUTID ARE ALIG.IID AND UNOSSTRUCTID Q DE ? CO q GC '31 GC ? NA ? NA MORTAR PROJECTING MORE THAN 1!2' INTO CELIS TO BE GROUTID REMOVED ? DE Q CO CAVITIES. AND WY'1'HFS KEP't FREE OF EtCESS MORTAR DROPPINGS GROUT SPACFS ODE ? CO t?GC a NA . IF I7NIT IS DISTURBID AFfER INITTAL POSITIONING. REMO`7ED .uND RE[.AID W/FRES'd MORTAR )kDE A!;,CO ? GC Q NA IF VOIDS IN MORTAR JOINTS e1FTIIt POSPfIOMNG REMOVID A`7D REL:ID WIFRESH MORTAR ? DE OCO 1$ GC G YA CONTROL SOINTS LOG9TID AND CONSTRUCTED AS INDICATID ON DRAV/B1GS ? DE D CO G(GC ? YY G $NE IN RAL,L PL.ICINGREINFORCING AND GROUT ? NOT ACCEP'IED ZnA KM?_ CORRECT VERTIC.aI. REINFORCING STLE. SPACING..aND LAP LENGTHS ? DE G' CO +$GC ? NA 11ND BOND BEAM REINFORCING AS IIIDICATED ON DRAWINGS LINTEL 7pNB ? DE ? CO B.GC ? NA , , REINFORCING SECURED IN PLACE W1TH PaS1TIONING TIES OR SPACERS Q DE Q CO ? GC QNA REINFORCING CENTIItID OR AT FACE OF WALL AS SPECIFIED (1/2" TOLERANCE) ? DE Q CO KGC Q NA YO ADNIIXTURE. SALTS, QR ANTIFREEZE CONff OUNDS USID IN GROUT ? DE ? CD ?% GC G NA ? YA GROUT SLUMP S TO SO INCHES S? Z Q DE ? CO M(GC AT1. REINFORCING ENiBEDDID IN GRO ? DE ? DE ? CO ? CO AGC XGC 0 NA Q NA ' MORTAR NOT USED AS COREFII.L GROUT 0 DE OCD ? GC a?NA IF GROUT POUR EXCEEDS 5'-0" IN FIEIGFTT. CL&1NOUTS PROVIDED Q DE ? CO KGC G NA ALL GROUT VIDRATED GFNFRAT T Y IN ? DE Q CO AGC a NA a DE ? co 4cc ? vn ? DE Q CO ? GC .KNA biASONRY UNTTS, MORTAR.aND GROUTMATERLALS PROTECTE7 FROM WFATHNK TOPS OF INCOMPLETE WALLS COVERID WfIEN WORK YOT IN PROGRFSS HOT OR COLD WE.9THEB CONSTRUC'RON REQUIItEME.*1'TS FOLLOWID 1F APPROPRiATE DESCRIP'1'ION/CONNE^!TS THIS CEECKLLST IS INTE.?`lDID AS A GUIDE FOR LYSPECTING THE 'VL4SONRY WORK Ft7R A TYPICAI. PROJECT. 1T DOES NOT CO V&R A i T OF TFM REQUIItEMENTS FOR A SPEC1FiC PROJECT `IOR IS IT IIVTFNDm TO REPL'.CE OR Y[ODIFY THE PAOJECT SPECIFICATIONS. IN a r r C.1SES TFIE SPECIFSGITIONS SIiOULD BE S'CRICTLY ENFORCED AND FOLLO`NED. iHE pROJECT STRUCSURSI. E`1GIlNEER SHOULD BE CONSULTED WITH ANY Q TI S. q INSPECTOR'S SIGNATUR£: ~ DATE: C:lWP61WEI\FORMSIMAS-OARI.INS tlrf$nfcwiv f. _ ENCnvesnnv 1'Esrrnvs. [.. 6 DAILY MASONRY OBSERVATION REPORT ;obit L _ Temp: 5100 P:aject: Time on Site: 6d•.''? -1Y?.'?? /Pm Location: e ?'"a' S Ref. Drawin Date &!t: DE = Deficient CO = Corrected GC = Generally in Conformance NA = Not Appticable w/Project Specs GENFRALLYIN i' s I\GMORTAR AND CONCRETE/BRICK UNITS ? NOT ACCEPTED N(40I'IfOFNiANC COi.:2HCT MORTAR TYPE USED FOR WALL BEING CONSTRUCTED ? DE ? CO ACGC ? NA SALTS, OR AN7'IFREEZE COMPOUNDS USED tN MORTAR Yu TDMIXTURES ? DE ? CO XGC O NA , M 1-RTAR MIXED WITH CORRECT AND CONSISTENT PROPORTIONS; PROPERTiE$ ? DE ? CO qGC O NA V:ORTAR MIXED FOR 3 TO 10 MINUTES AFl'ER ALL INGREDIENTS ADDED ? DE O CO gGC ? NA 4R USED WITHIN 2Yz HOLIRS IF MIXING (RE7EMPERING ALLOWED) MCRT ? DE ? CO )0 GC ? NA . MASONRY UNTTS NOT WETTED PRIOR TO PLACING IN WALL ODE ? CO 1KGC ? NA L;],€TT AMOUNT OF MORTAR SPREAD BEFORE LAYING UNITS TO PREVENT EXCESSIVE DRYING ? DE O CO GC O NA STA2TING COURSE BED JOIN'CS NOT LESS THAN I/4" AND NOT MORE THAN 1' THICK ? DE ? CO GC ? NA BED IOu^ITS ARE BETWEEN 114" AND 518" IN THICRNESS ? DE ? CO CO 40 GC AGC ? NA O NA cvE9S ARE FULLY MORTAR AT STARTING COURSE AND AROUND CELLS TO BE GROUTED ? DE O :GI\ i REINFORCING SIDE AODS FULLY BEDDED WITH 6" MIN LAPS ? D6 O CO ? CO !$GC B(GC ? NA 0 NA FAC2 SHELL OF BED JOIN'f5 ARE FULLY MORTARED ? DE ? DE ? CO . GC O NA 4R THICKNgSSiTlt HEAD JOIN'IS AS THICK AS FACE SHELL ViGR: ? . 'AR WiDTfi IN?HBA6JOINT BE1'WEEN 1/4 TO V2" FOR PRECISION UHITS M03" ? DE ? CO GC ? NA . ROUTED,ARE ALIGNED AND UNOBSTRUCTED VEk'!'ICAL CELIS'TdBH' O ? DE ? CO AGC 0 NA _ , MOR?AR PROJECTING'MCI1?E THAN lf2" INTO CELLS TO BE GROUTED REMOVED ? DE ? CO &,GC ? NA ? CAVCf(E5?AND WYTHFS KEFT FREE OF EXCESS MORTAR DROPPINGS GRGliT SPACES ? DE ? CO 44 GC O NA , ;NIT IS DISTURSID A1#TER'INi'PIA1-POSTTIONING, REMOVED AND RELAID WlFRESH MORTAR ? DE iP' ? CO ? GC SfNn . :? VOIDS IN MORTAR-70IN'I'S AFPER'POSTTIONMG REMOVED AND RELAID R'fFRFSH MORTAR ? DE O CO ? CC 61NA Cp\?'RGL JOINTS IACATED AND CONSTRUCTID AS INDiCATED ON DRAWINGS ? DE 0 CO ? GC kNA GENER ALLY iN ? NOT ACCEPTED ?094UMVIANC ?Lf+C :YG REINFORCING AND GROUT ? DE ? CO ? GC ? NA CORRECT VERTICAL REINFORCB9G SIZE, SPACING. AND LAP LENGTHS AND BOND HEAM REINFORCING AS INDICATED ON DRAWINGS LINTEL IAV3 ? DE ? CO ? GC ? NA , , NFORCING SECURED IN PLACE WITH POSITIONING TIES OR SPACERS R°t ? DE ? CO ? GC O NA . FEi\PORCING CENTERED OR AT FACE OF WALL AS SPECIFIED (1l2" TOLERANCE) ? DG ? CO ? GC ? NA OR ANTIFREEZE COMPOUNDS USED IN GROUT SALTS VO ADMIXTURE O DE ? CO ? GC ? NA , , G3vtiT SLUMP 8 TO 10 INCHES ?? ? ? DE 1 O DE 0 CO ? CO ? CC O GC ? NA 0 NA r.LL ?INFORCING IIvIBEDDED IN GROUT 0 S[?Ly' ? DE ? CO ? GC 0 NA q ?fORT.9R NOT USID AS COREFILL GROUT ? DE ? CO ? GC E3 hA ;F G30UT POUR EXCEEDS 5'-0" INHEIGHT, CLEANOUTS PROVIDED ? DE ? CO 0 GC ? NA Al.L G20UT VIBRATED GENEst.sr t Y IN ? DE ? CO -KGC O NA O DE ? CO 0GC 0 Hn ? DE ? CO ? GC JRNA v1AS0YRY UMTS, MORTAR AND GROUT MATERIALS PROTECTED FROM WEA"rxrx TCPS OF INCOMPLETE WALLS COVERED WHEN WORK NOT IN PROGRESS 'r.CT OF COLD WEATHHR CONSTRUCTION REQUIREMENTS FOLLOWED IF APFROPRIATE '::iS CHECKLIST IS INTENDED AS A GUIDE FOR INSPECTING 7'HE MASONRY WORK FOR A TYPICAL PROJECT. IT DOES NOT COVER ALL OF T?IE REQUIREMENTS FOR A SPECIFIC PRO]ECT NOR IS IT INTENDED TO REPLACE OR MODIf•Y TAE PROIECT SPECIFICATIONS. IN ..?:, C4SE5 THE SPECIFICATIONS SHOULD BE STRICTLY ENFORCED AND FOLLOW ED. THE PROJECT STRUCTURAL ENGINHER SHOULD sc CONSULTED WITfi ANY QUESTIO > n h S:G\nTURE: -?---- ? DATE: 2- C? z` -/ !l C ?`.`1?ht\nETYFORMS\MAS-DAIL2.IN5 tLnfentenre F.NCIrresmxs TBSrnvc. l..._ 1ubN DL a a I.uc TiAILY bIASONRY OBSERVA1'IUN RrPOR7' Pm Q;:7 Li 'femp: (00 0 Time on Site: 1{?? -jri2wa I Ref. & J/: DE = De6cient CO = Corrected GC = Generally in Confonnance NA = Not Appiicable w/Project Specs GGNF.R AI I.1" I': ' I 1ACING MORTAR AND CONCRCTC/IIRICK UNITS ? NOT ACCL•PT6U .4CUNI`U(L,1': x CORRLCT MORTAR TYPE USEll FOR WALL OEING CONSTRUCTED ? UG O CO &'GC ON.N SALTS, OR ANTICREEZE COMPOUNDS USED 1N MORTAR tJU ADMIXTURES ? I)E ? CO P?GC ? NA , \tURTAR MIXLD W1TI1 CORRECT ANU CONSISTENT PROPORTIONS; PROPfRT1ES ? UB ? CO `RGC ? P7A ?tURTAR MIX[D FOR 3 TO 10 MINUTES AFTER ALL INGREDIENTS ADDEU ? UC ? CO a,GC O N:1 NfORTAR USED WIT}i1N 2'h IIOURS IF MIXING (RETEMPERING ALLOWED) ? DE ? CO ?GC ? N?? ?UASONRY UNITS NOT WETTED PRIOR TO PLACING ]N WALL ? UG ? CO GC ?[.A I IN11T AMOUNT OF MORTAR SPREAD BEFORE LAYING UN[TS'f0 PREVENT EXCESSIVP. DRYING ? DE O CO 34 GC ? NA S CA RTING COURSE BED JOINTS NOT LESS TSiAN 114" AND NOT MORE TfIAN I' TUICK ' Blill JOINTS ARE BETWEEN V4" AND 518" IN TIIICKNESS ? ?E ? CO ?GC ?'? \ W IiDS ARE FULLY MORTAR AT START(NG COURSE AND AROUND CELLS TO BE GROU'1'ED ? 1 ? DE O CO UGC ? M1:? JOINT RL'INFORCING S1UE RODS FULLY BEDDED WITH 6" MIN LAPS Wto D 4.P?^^'"' ? DC 0 CO ? GC O1:.\ I?ACG SFIELL OF BED JOINTS ARE FULLY MORTAREll C? ir- T-rµd S ? pG ? CO AGC AGC O X\ ? NA AfURTAR THICKNESS IN IIEAD JOINTS AS THICK AS FACE SIIELL ? DE ? CO M1tORTAR WIDTH IN HEAD JOINT BETWEPN 1/4 TO I12" FOR PR@CIS(ON UNITS ? DE ? CO HJ, GC ? NA vERTICAL CELLS TO BE GROU7'ED ARE ALIGNED AND UNODSTRUCTED ? DE ? CO 14 GC ? NA AtORTAR PROIECTING MORE TI1AN 1/2" 1NT0 CELLS TO DE CRQUTEU RENtOVBU ? DE ? CO ZI GC ? %\ AND WYTHES KEPT FREE OF EXCESS A10RTAR DROPPINGS CAVITIES GROUT SPACES ? UE O CO 4Q GC O N.\ , . IF UNIT IS DISTURBED AFTER WITIAL PO51'I'IONING, REMOVED AND RELAID N/fRCS1i MORTAR ? UG ? CO 'qGC ? N,\ ? ?' VOIUS IN MORTAR lO1NTS Af•TER POSITION(NG REMOVED ANU RELA(D W1FRCSll MORTAR ? CONTROL101NTS LOCATED AND CONSTRUCTED AS INDICATEU ON DRAWINGS UG ? CO ? GC ?NA GEN[ LLS IN RA ? NOT ACCEPTED ?CCMlMNtVX I'I,ACING REINFORCING ANll GROUT ? nE ? CO ? GC ? NA CORRECT VERTICAL REtNFORCING SIZE, SPACING, AND LAP L[NGTIIS ? DE ? CO ? GC ? NA LINTEL, AND 60ND BEAM REINFORCING AS INDICATED ON DRAWINGS L1AfP ? CO ? GC ? NA , REINFORCING SECURED 1N PLACE WITfI POSiTIONING TIES OR SPACERS ? DE INPORCiNG CENTERED OR AT FACE OF WALL AS SPECIPIED (I2" TOLERANCE) RI' ? DG ? CO ? GC ? NA s OR ANTIFREEZE COMPOUNUS USED IN GROUT SALTS t!O AUMIXTURE ? DE ? CO ? GC ? NA , , ? llG ? CO ? GC ? NA GHOUT SLUMP 8 TO 10 INCIIES 1?- DDCD IN CROUT v\0 ? ? DE OCO 0 GC ? NA '6? AI.L REINFORCING EMBE ? DE ? CO ? GC ? NA hIURTAR NOT USED AS COREPILL GROUT ? ? DE ? CO '? GC ? N•? IF GROUT POUR EXCEEDS 5'-0" IN HflIGHT, CLEANOUTS PROViDED ??UE ? CO ? GC ? NA Ai.L GROUT VIDRATED CENERALLI" I:+ ? NOT ACCEPTED jdCONfM«`v-' 4'!'NERAL MORTAR AND GROUT MA7ERIALS PROTECTED PROM WEATIIER pfASONRY UN1TS - ? UC ? CO 14 GC U NA . IUPS OF INCOMPLETE WALLS COVERED WEIEN WORK NOT IN PRUGRESS ? DE ? CO ? GC ? NA I IU"i OR COLD WEATIIBR CONSTRUCTION REQUIRGMENTS rOLLOWEU IP APPROPRIATL ? DE ? CO Aq GC ? NA u PSCRIPT?ONlCOMRIENTS - r. 7? et .,.r- e?, nP - h J ?- l 1 i IS C2lGCKLIST IS INTENDCD AS A GUIDE iOR INSPCCTING T( IE MASONRY W ORK FOR A TY PICAL PROICC"f. IT DOFS NOT CO V ER :\Ll f lf TIIG REQUIREMENTS FOR A SPECIFIC PROIECT NOR IS IT INTENDED TO REPLACE OR MODIFY TIIE PRO1L•CT SPPCIFICATIONS. IN :\I.LCASFSTllESPECIF7CAT10NSSII0ULDIIESTRICTL PORCEllANDFOLLOWEU. TitEPROJECTSTRUCTURALENGINEERSl10T'11) ?G CONSULTCD WITEI ANY Q Tl NS. -F'r+fd?F'?9R+S SICNATURG: • UATL•: -/ - V O ? 9 Y -- wP61 \AETfORA15\MAS -DA IL2.IN5 ? varl¢y construction, inc. ? ?. ? 0 .1 June 15. 1998 City of'Eagan Building Inspcction Depl. 3830 Pilot I'iob Road Eagan, MNT 55122-1897 Attn: Joe Voels RE: Tires Plus 3595 Krestwood Lane GENERALCONTRACTOR RESIDENTIAL COMMERCIAL 16800 Shleldsville Blvd. FARIBAULT, MN 55021 PHONE: 507-334-6034 FAX: 507-334-0536 Enclosed please fmd a copy of the Summary Report of Project Testing prepared by American Engineering Tesiing, Inc. for your use. Respectfully, Dick -Miller Project Coordinator JUN 1 vIA REQUEST FOR HOLD Date: Project name: Address: 7SQS ic.2LST???D Legal description: L B Sec/Sub Reason for hold: /+( r GN T/LG. z-- ?? ?GPa7eT Place hold on: Zssuance of building permit ? Certificate o£ Occupancy Other (please explain) I?-approved, this "hold" will remain in effect for fi£teen working days. Upon expiration, the hold may be renewed for additional fifteen-day periods. The person or department requesting the "hold" is responsible for notifying and resolving any problems with the affected parties. ly ? , A F.4' ?? ? 4-( S P 4Av ?14,4 1j. ? ? ? ? c? ? O• ? V" MEMO TO: DALE SCHOEPPNER, SENIOR INSPECTOR 7 DALE WEGLEITNER, FIRE MARSHAL PAUL OLSON, SUPERINTENDENT OF PARKS PUBLIC WORKS/ENGINEERING DEPARTMENT MIKE RIDLEY, SENIOR PLANNER DIANE DOWNS, UTILITY BILLING CLERK CHARLIE BORASH, UTILITIES FROM: BILL BRUESTLE, SENIOR INSPECTOR DATE: May 27,1998 SUBJECT: FINAL INSPECTION OF TIRES PLUS Ll, Bl, FIRST MINNEHAHA The Protective Inspections Division will be performing a final inspection of 3595 Krestwood Lane on 7une 17, 1998. If you are requesting that the Certificate of Occupancy be held, please fill out the proper hold request form. Failure to return the hold request form will be considered your approval. The person, or department, requesting the hold is responsible for notifying and resolving any problems with the affected parties. /j s CD/bldg inspUfinal insp - comm bldgs .1 6N91NEEP5 ARCNITFCTS March 13, 1998 Mr. 7oe Voelsl Construction Analyst City of Eagan 3830 Pilot Knob Road Eagan, Minnesota 55122-1897 Re: Eagan Tires Plus Dear Mr. Voels: This letter is in response to your plan review letter dated March 4, 1998, for the above referenced project. Our answers are arranged in the same order as your questions. 1. Sheet Cl The accessible pazking spaces will be indicated by the required signage. 2. Sheet A1-1 There aze no `roof top' equipment on this project. 3. Sheet A3 Revised overtlow roof drain configuration. See attached sheets. 4. Sheet A6-1 The bottom edge of the mirror will be located no more than 38" above the finished floor. PI.INH6P5 ROCHESTER OFFICE: 5. Sheet A8 The dimension indicated on detail 22 is correct. The 2x4 member should actually be a 2x2. This leaves enough room to accommodate the required cleazance above (34") and below (29") the counter. 1 hope the enclosed information is satisfactory and will result in the approval of the plans for this project. Please feel free to call if you should have any further questions. Sincerely, YAGGY C LBY ASSOCIATES 7v A G?^ Pa/ ul Cassem? PC/bn #5666 Enclosure cc: Joe Varley Mike Dimond Bill Woock Jose Rivas SURVEYOP9 •; I : 4ANOSLAP¢ AP[NITELTS 717 7hird Avenue SE Rochester, MN 55904 507-288-6464 Fax 507-288-5058 MASON CITY OFFICE: 515-424-6344 Fax 57 5-424-0351 ¦ EqualOppotluniry Employe ? do s??€ \ I I ? I I I I ALIGN ROWS OF LIGHT FIXiLLRES BEIWEEN OVERHEGD DOORS AT I'-m' BELOW NIGH-UFT DOOR WALL MOUNiED TRAGGS. COORDINATE LOCAtION SECURITY LIGHT , W!TU eqpiqN'r ycATERS lTY°TGPL '5EE ELEY'. SHT, q'o ) C?l .. .. ^ r. ». . x.ad't'.*G.=k1.. : 2o•?F ?- L ._...? v ._ , c.. _ ? v' ,_ _ .?llY.: -iti. E%R I I W IJ i i ? I I d I I ?? J ------? J ~ ----J ? I e I ? I I SEE SHEET E1 FpR LIG1-IT FIXTl1RE LOCCTION FOR EACH LEVEL ... ""? SERVIG ? FGti 'RU l1RE MOUNtc T I •0' BELOW Tdn CP ROOF DRAI UNE DOIUN JOISTS ! ICWU TO FLO ? I """"'""""'""'""'""'_'_'"'"'""_"' . "_'""F""'" , ""'__"'""'"""__""_"""'"' ? I EMcRGENGY LIGHT NIGNT o 14•-m' qFF. LIGHT? I - fSEE ELEC.1 . - - - ? ?teu,roRr.m? ?T .?.?0. . a ? 1U5 OF LIGHT FIXTURES e OVERI-IEAD DOORS GT 7W HIGH-LIFT DOOR GOORDIN4TE LOGdTION IANT HEATERS (TYPICAU '?--__- o?c ?SERVICE CRE, MOUNTED AT I _BELOWuB}OTTC ? I ?? _--_--_-? --- ?---- ? ? o'?E-STORACsE ? I imi ? I N ? I p ? I I WGLL MOUNiED ?- SECURITY LIGHT lSEE ELEV. SHi. A6.7 WCLL MOUNtED ' FOR ExrERIOR : VERIFT MOl1NTiNC GND FINAL LOCL WI7N 'tIRES PLUE SIGNACsE CONTR (TYPICAU 1?r-r . 7E 1 NOTE: SERViCE GREd .oND TIRE STORdCsE ??X01M-D C;EzlLlis? FL_&? F?o .5c'at.6 -? I 1x4 AGOU571G 71L° I I CEILING m 8'-0' AFF. NOTE: SNOV;EODM CEILINCs I I I OPEN i0 DeCK CBOVE PAINi DEGK, JO1515, EGGCRGiE GRILLE WGLL MOUNTED DUGi;U05G, CONDUIT, qi AWNING, SUPPLIED BY SECURITY UGi-1T ETC. WHICH MqY 6E qp.rylNG SUP°UER, INSTqLLE fScE ELEV SNT A6.1 EXPOSED. lSEE ROOhi gY AWNING GONTR4CTCR FINI54 SGHEDULE.1 !T;'PICGL; eki. ji EMeRGENGY LIGNT AT 14'-S' GFF (SEe ELEC ) ? I I t L ------? Ea EQ. W W 0 HE ER Ai 1'-1' AFF WA TYF'e 'I' ABOVE 'J'-90x FOR SPEGKER ii 2z COUSTIC i ILE y? =1tCT C' nG fi 5'-0' AF OUTLETS AT IS'•0' AFF. . H ? WGLL MOl1NTED ? ? 44 24' PLYWOOD FOR eXTERIOR SIGNCGE. NICstiT 0 G SS °ANEL TO MEG Y2RIFT MOUNTING UGHT A AeJVE. PROVIDE FIEIGHT qND FINAL 5 0 I i? 7 F,1. GE5 A4D LAiCH LOGGTIp\5 WITH 'TIRES PLL'S' GND ? I ? SIGNF+GE CONTRAGTOR '_ __.._' (TTPIGGU -?L---?-D-?'_' ?AIN " TO FLCCR 9ELOW (I OF 2) SHOWROOM FGNS Q MOUNTED WITH 00TT0`1 W ? AT 15'-0' AFF.lTY?ICdU NIGHT LiGµt EMERfs=NG7LIG-V:i AT 14'-8' AFF lSEE ELEG.7 ?"? SNOUJ OOM ? I ? . ?mm - ? . i eQ WALL MOUNTED LIGI-IT FIXtURE IN ALLNINCs (TYPICAL) (SEE SECTION5) W - _ - - - - 'J'-BOX FOR SPEGKER LIGHT OUTLETS Ai 15'-0' GFF. NIGHT F? i I ? tl i ?-WdLL MOUNTED EGGCRATE GeILLE SEGURITY UGHT AT ALLNING, SUPPLIED BY lSEE ELEV. SHT. G6J ALLNING SUPPLIER INSiALLED BY AIWING .^ONTRdCTOR WALL MOUNTED V'-BOX 1 lTYPIGGL7 FOR EXTc41CR SIGNGGE. 1F ?WJ?L TED'J'-BO: FIOR SIGNlK vUNTING HEIG ALOCATIONS PLUS' CN D f3NFQdf_T8F TR4vEL OF ... OVERb1EAC ? DOOR ExPOSED qBOVE ROOF DRGIN ? ?T+EMERCsEM1'CT ti tG1-iT''-J""" (SEE ELeC.) ? SERVIG AREA -?? _- _--_ ? AvEL OvERUE - ---^ -DOOR ?-r,.?L- ? .{?.?r do s &ALc- 1 ? ? 3 OVERPLOW A3 DRAIN TYP OF 3 AT +2' TYP OF 3 T I ? N O LL ? W d)II? M1 d (Y «4 1/2' ? PREFINISNEP ? METAL GAP AT TOP OF MASONRY (GOLOR - HH ) PER 12° - 0 9 AS PREFINISI-fED METAL - - -I ROOF SCUPPER ?I HN (SEE 8 qg) I/4' PER 12' +4 I/2" I CONGRETE SPLASH BLOGK LOCATE DIREGTLY BELOW OVERFLOW DRAIN I 1 21'-8' 1 19'-4' 1. 2 8,_0. G ? ? CENTER OF OvERFLOW DRAIN. LOCATE 12' aaove RooF wirN BIRD SGREEN. ( ? ? ? \ 4 ? Metropolitan Council Working for the Region, Planning for the Future Environmental Seruices February 20, 1998 Joe Voels Construction Analyst City of Eagan 3830 Pilot Knob Road Eagan, MN 55122 Dear Mr. Voels: The Metropolitan Council Environmental Services Division has deternrined SAC for the Tires Plus to be ]ocated at 3595 Krestwood Lane witMn the City of Eagan. This project should be charged 2 SAC Units, as deternuned below. 5AC Units Charges: Service Bays 12 bays @ 2 bays/SAC Unit Credits: Hardees (Paid 5/86) If you have any questions, call me at 602-1 I 13. Sincerely, 7odi L. Edwards '° ? ? Staff Specialist Municipal Services Section JLE: 980220S7 ca S. Selby, MCES Carolyn Krech, Finance Department, Eagan Joe Varley, Joseph Varley Const. Inc. 6.00 4.00 ? Net Charge: 2.00 i ? 230 East hti?th Street St Paul, Minnesota 55101-1633 (612) 222-8423 Fazc 229-2183 TDD/TTY 229-3760 An Eqval Opportumly Employer I ^'?"A ? TO: PAT GEAGAN, CHIEF OF POLICE JON HOHENSTEIN, ASSISTANT TO THE CITY ADMINISTRATOR DALE WEGLEITNER, FIRE MARSHAL ? ELECTRICALINSPECTOR PUBLIC WORKS/ ENGINEERING DIVISION /[JTILITIES/STREETS GENE VANOVERBEKE, FINANCE DIRECTOR RICH BRASCH, WATER RESOURCES COORDINATOR <MIKE RIDLEY, SENIOR P[,ANNER ? GRECG HOVE, SUPERVISOR OF FORESTRY FROM: JOE VOELS, CONSTRUCTION ANALYST G61' 6 ?3?ocK • ? DATE: Z• l7' The _ preliminary X, construction plans for 2G?'l are in our plan review section for your review and comment. 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 permit be held, please fill out the proper "hold" request form. Jo ovs m v Indicate arjY fees that aze to be collected with the building permit: fl Yes ? No ? Yes P No ? Yes No ? Yes No ? Yes No „ex yivcw? UyJ AMOUNT landscape security required 500 water quality dedication park dedication ZONING? ?-D trail dedication tree dedication ? Yes ? No ? ? - 3 ? Signature Date isir•0am1s-ni_oir1.nN aevirwuor v .,5D7 NIEMORANDUM`. • r'.$ ???-.?y " . . . . _? ^ .^r. ? , cy..?.CR:. ? • - , TO: PAT GEACAY, CHIEF OF POLICE ' ?JOY HOHENSTEIN, ASSISTANT TO THE CITY aDMINISTIUl'OR DALE WEGLEITNER, F[RE MARSHAL ? ELECTRICAL INSPECTOR / PUBL[C WORKS/ ENGINEERING DIVISIOtY /UTILITIES/STREETS GEYE VAYOVERBEKE, FINANCE DIRECTOR RICH BR.45CH, WATER RESOURCES COORDIYATOR iNtIKE RIDLEY, SEDIIOR PLANYER GREGG HOVE. SUPERVISOR OF EORESTRY FRObL• JOE VOELS, CONSTRUCT[ON ANALYST ??? ?J ??cooK •/ Q r ?ril'/i.vy c.YAh'A ?? d / rt ?! DATE: Z - 17• fG? The _ preliminary X construction plans for aze in our plan review section for your review• and comment. Please return this form to Dale Schoeaoner with your si;ned comments and the date of review. If you have any concerns with these plans, please so indicate on this form and notify and resotve these issues with the affected parties. If you aze requesting that issuance of the building permit be held, please fill out:th --" - - - - orrm. --- --- -?, Comments: ;?s&. ?...:_ -AL.'LO N.cj .1 -4/L..? r ,1 .4«.0/1.-; ? . / \- --- -' - -"- '- °-_ ? Yes ? ? Yes 13 ? Yes ? ? Yes ? ? Yes ? ? Yzs ? ? Si-na[urc No No No vo No No ? landscape security required water quality dedication park dedication trail dedication tree dedication /`cr.?------ v• -- ?------ - - iuildingpermit:- AiNIOUNT ZO;VIYG? -> ? Date ?k !,1 y J5/r???1?`?S-11[ ?)/??I.??V ?Z?:Vf1.???/j()V )t? / 9 ??. '\ ?? TO: PAT GEAGAN, CHIEF OF POL[CE VON-HOHENSTEIN, ASSI5TANT TO THE CITY ADMINISTRATOR? DALE WEGLEITNER, FIRE irIARSHAL r ELECTRICAL INSPECTOR PUBLIC WORKS/ ENGINEERING DIVISION /CJTILITIES/STREETS GENE VANOVERBEKE, FINANCE DIRECTOR RICH BRASCH, WATER RESOURCES COORDINATOR MIKE RIDLEY, SENIOR PLANNER GREGG HOVE, S[1PERVISOR OF FORESTRY FROM: JOE VOELS, CONSTRUCTION ANALYST Goi- '/?, i3?oc.K • l p ??r?1i,?/NCy9HA DATE: z • 17• fp The _ preliminary X, construction plans for are in our plan review section for your teview and comment. Please return this form to Dale Schoeuaner 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• WO-,c, '? ?y ?-- ANIOUNT ? Yes ? No ? Yes ? No ? Yes ? No ? Yes ? No ? Yes ? No ? Yes ? No landscape security required water quality dedication park dedication trail dedication tree dedication sire ZONING? lllif( Date JsmoaMs-ni.omi.nN 2EViewnoe v Indicate any fees that are to be collected with the building permit: TO: PAT GEAGAN, CHIEF OF POLICE JOIY HOHENSTEIN, ASSISTAYT TO THE CITY ADMINISTRATOR DALE WEGLEITNER, FIRE MARSHAL ? ELECTRICALINSPECTOR PUBLIC WORKS/ ENGINEERING D[VISION (UTILITIES/STREETS GENE VANOVERBEKE, FINANCE DIRECTOR RICH BRASCH, WATER RESOURCES COORDIYATOR MIKE RIDLEY, SENIOR PLANNER C GREGG HOVE, SUPERVISOR OF FORESTRY' FROM: JOE VOELS, COIYSTRUCTION ANALYST Gol- '6 ?3tocK ' I z • l7' /? l ?r?ie/NC//9/!A ?hd/Tt?! DATE: The _ preliminary X construction plans for are in our plan review section for your review and comment. Please return this form to Dale Schoenuner 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: Indicate any fees that are to be collected with the building permit: AMOUNT ? Yes ? No landscape security required water quality dedication ZONING? ? Yes ? No ? Yes ? No ? Yes ? No ? Yes 0- No park dedication trail dedication tree dedication ? Yes ? No . Signature 2- l1C?g? Date JsiroaMs-i;i.oirL+N seviewnoe v ?a'l9 JG??? TO: PAT GEAGAIY, CHIEF OF POLICE JON HOHENSTEIN, ASS[STAiYT TO THE CITY ADMINISTRATOR DALE WEGLEITNER, FIRE MARSHAL ? ELECTRICALINSPECTOR PUBLIC WORKS/ ENGINEERING DIVISION /UTILITIES/STREETS ?GENE VANOVERBEKE, FINANCE D[RECTOR > RICH BRASCH, WATER RESOURCES COORDINATOR MIKE RIDLEY, SENIOR PLAYNER GREGG HOVE, SUPERVISOR OF FORESTRY FROM: JOE VOELS, CONSTRUCT[ON ANALYST Gor •/? /3ca?K '/ / fr Z • ?8 '?'li?/Na?Y9/fA hdiTt?! DATE: 17' The _ preliminary X, construction plans for aze in our plan review section for your review and comment. Please return this form to Dale Schoeaaner 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. 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 - s; tu« ZONING? ;L-17- Date isrnoanfs-ni.nmLnN aEVtewnoe v al1 *7174? Indicate any fees that are to be collected with the building permit: - city of eagan ?Ld uAPI,cy ?S 2.t?•? y? ? r FAX TRANSMITTAL ?;??aRt fa'` TO: FAX #/ro 7. ATTENTION JoL I.s',eL4 V' COMPANY FRoM: J(DE M_ VOEL S REASON For approval °< As requested For pu6lication FAX #: OFPiCE #: Municipal Center Central Maintenance TDD Originais forwarded « Originals not forxarded (612) 681-4600 (612) 681-4300 (612) 4548535 Note to Faesimile Operator. Please deliver this fax transmission to the above addressee. If you did not receive all of the pages in good condition, please contact us. Thank you. ?- 3830 PILOT KNOB RD EAGAN,_ NESOTA 55122 DATE -?Z' i3' yg TIME # OF kGES_TO-F0l1&W r PHONE # ss 7 , 4683 F? C'"T Foryauruse For review and comments High priority THE LONE OAK TREE...THE SYMBOL OF STRENGTH AND GROWTH IN OUR COMMUNI'fY Equai Opportunity/Affirmative Aetion Employer //.*Vt OM[r 2tci«ic,6 1&ut.pie1.v1S Q2zna+-rwL A2cs/1 '?o bg'fL. dfo. A ?EInoG?r7aAo /?rrso,?r-,Zs RLcQ?ti,etH ?d?a?c ??e tx?sfi.vg /fcD?. ?H.9RDc?t1? %I1A4' 13t RCSrro41r8. These are being transmitted as checiced below: I MESSAGE CONFIRMATIQN 02i13i99 10:24 ID=ERGRN ENG+COM DEU N0. MODE BOX GROUP 850 TX DRTEiTIME TIME DISTRNT STATION ID PAGES RESULT ERROR PAGES S.CODE 02i13 19:23 00143" 002 OK 0000 V ? Jv GR?,c, hirif" 12 ' 9=' 16:29 FR F1M EhIG i ST ST F'AUL C3-:2-195? •npe-12-9e tu 2:12 "` . RQ119Ae 1et37v 2HL+AN E7rq+CCn nEv 612 655 1379 Ti i 515073--l4i i.5,5 P. 02/62 P.??Jc P. 02 ? NQ. 918' , PEp'.Z . • oswazw xitrpscfialt ul0 1t7fAx'zxo 699$uvLi tSa pr ye?d !q }oevadonto r1Mh the •YuAdeliAU ter Ypew1i3 rn"atLon snd,7eattnq•1 46ptpfQl' IWWx taDq?=xoN No. S11 R0. r • 'typr ot . Rrpbrt K?sl4rnd _ ` Go?iG.. R?IF. ' s?e? u?cu+?6*K ? ett?ao?c.. • ' .SF, s T ao.?.. ? o{>rc... ' b a? T ? ? • . ? 0 ? o+ oa. ak tj s.epm. i ' . ? Na6eYr 't ' 1?IR* a!hoduls 'ae be tillqe suE an0 Jnatuds0 in tro 9raj6e% unRwsiapiI Ks eAat pL.f io n¦ Yilloq OHtl rAyl appTyi 'q Cdk i {lj 'i?rt1?14 Ho, Ov ba yWtdrd 1ry the IrltidL" 0!ll01 1. ,(21 paa aoRCrf.ptxon. parl u:p,a. ilRtiory E7wt (3) {yea4wl 2nDp4Nsc. 1M4fbinp A4unt O! IAbrlraeec. ' 191 71•M•.O"tKx,etle{ !o paXtwcin'eolYLass. ? 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PHONE # ss 7 , 46S`3 ?S SA1,TCh ON !?/V ?Ax A97Lb Z• /3• %Nyr l11/c .1/r A 4ac Of Y,vt doar.A.cu7T HEASON: _o NG TG Dt ONR ? wscRG/.o?- ?£Qgl/f.?IiisJCAT/oN atFO /?vaai 4 Pt2" lw.04' /JL Zsr rA CaHSRAR? T f uR f/e cr /Na EA?.G/L/2 ToDAY 2s Ss Nr Oor,e l1rsP ~?i1JiZirY T I vP Y yu iv7W A.vY /YF ?h'srr 'Docua.r.vrr t s? , f/ /7 °our isic?rr Tn Rct?icw 7ir "GNreK G ss" As T,yc TP DiT.ic Cuax .¢G/i4L ?Nl?D/N? PfC?as? W9P41C/1T1G.? AND _ AS G7G ZNNL4!£ ON SA/d .O/?.oCICi?TwV„ k?t De HF[/£ SO TS /JF S s O- 7'NL RL REd S>[ T-i //-//9C ?/ K/eCSY N,?I3/ T/ T ?/?LOctEff A.vf' ?AhlP! '/S YOK {qJO?f /?AIL NL x JD ?MC TOH I(IRH?IY7£6 Y R APPGGqTliN S A Ou2 _'fAMP<y,• 5'P[Fi9G _Z?SPi.? r?r>Nl., SGNGOULf- ArTN/3 f.oc_ /3ur? A?,.si.vi fi Ye... .Vr¢a ANY These are being transmitted as checked below: jC,,e,,,r.e Ao?n??, .rr s: fmu2 rN£n+ ? /IjsPoelrrRiury r ?Pc4uc57- For approval ? For your use Originals forwarded ? As requested For review and comments Originais not forwarded For publication High priority FAX #: OFPiCE Municipal Center Central Maintenance TDD (612) 681-4600 (612) 681-4300 (612) 454-8535 Note to Faesimile Ooeretor. Please deliver this fax transmission to the above addressee. If you did not receive ail of the pages in good condition, please contact us. Thank you. THE LONE OAK TREE...THE SYMBOL OF STRENGTH AND GROWTH IN OUR COMMUNITY Equal opportunity/Affirmative Aetion Employer MESSAGE CQNFIRMATION 02i19i98 16:39 ID=ERGAN ENG+COM DEV N0. MODE BOX GROUP 91a TX DRTEiTIME TIME DISTRNT STRTION ID PRGES RESULT ERROR PAGES S.CODE 02i19 16:37 01'22" 1005 OK 0000 . ? N?U'M?r_:-a:;,:?:.x?•?rx:f?` ., ??,,? Y,..,. ??. . M E M O R A D , . . . . ' ' ` _ `•:e, :.f"_, wl - ' . ?cr . .. . .. . .... .. . . .. . ' TO: PAT GEAGAY, CHIEF OF POL[CE JOV HOHENSTEIN, ASSiSTANT TO THE CITY ADMINISTR.ITOR ? DALE WEGLEITYER, FIRE MARSHAL ELECTRICALINSPECTOR PUBLIC WORKS/ ENGINEERING DIVISION /UTILITIES/STREETS GEYE VAYOVERBEKE, FINANCE DIRECTOR RICH BRASCH, WATER RESOURCES COORDINATOR MIKE RIDLEY, SENIOR PLANNER GREGG HOVE, SUPERVISOR OF FORESTRY FROM: JOE VOELS, CONSTRUCTION ANaLYST G?r '?? ??cnaK •/ / fr b /fi?! DATE: Z, ?7, y8 The _ preliminary X construction plans for aze in our plan review section for your review and comment. Please return this form to Dale 5choenaner 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 resoive these issues with the affected parties. If you aze requesting that issuance of the building permit be held, please fill out the proper "hoid" request form. Comments: OK " Indicate any fees that aze to be collected with the building permit: AMOUNT ? Yes 0 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? S 9-4e isiroa,rIs-ni.oiri.,\N RLVIEWIIOG V • . . .s??- ?8? - ??Gf ?? ?. . , .. . , .. . ..1.l5i.n?`.'.'[• `t.. } a??ui .'Y ?'c .- : MEMOR.A'NDUMTr.N???.??,:u?'r `.,„r_:'':t.'i?7.i,a,`Y•?r./.;. .u ?? .. = :4",: e. V '. .C'6.S"C,: .. ? .? TO: PAT CEAGAY, CHIEF OF POL[CE JON HOHENSTEIN, ASSISTANT TO THE CITY ADMINISTRATOR ? DALE WEGLEITNER, FIRE MARSHAL ELECTRICALINSPECTOR / PUBLIC WORKS/ ENGINEERING DIVISION /UTILITIES/STREETS GENE VAYOVERBEKE, FINANCE DIRECTOR RICH BRP.SCH, WATER RESOURCES COORDINATOR MIKE RiDLEY, SENIOR PLANNER GREGG HOVE, SUPERVISOR OF FORESTRY FROM: JOE VOELS, CONSTRUCTION ANALYST DATE: z - r7• f9 The _ preliminary X consuuction plans for. aze in our plan review section for your review and Gdt ?? /.3acaK • ? ? ?11i?/N?//9HA 6017707! lel:f;l : omment. Please return this form to Dale Schoeoaner 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 t " orm• Comments: -}.-.Ag-.; . 1 ??-- n e collected with the building permit: ? Yes ? No landscape security required ? Yes ? No water quality dedication ? Yes ? No park dedication ? Yes ? No trail dedication p Yes ? No tree dedication ? Yes ? No ?? / 2z""- - si;nacure ANIOUNT ? ZONING? ? l7• ?D Vf Z1, Date ?# k J. AmoR,ris-tai.oiri. AN iievir:wnoe v 4! 41 1 A r j ENVELOPE COMPLIANCE CERTIFICATE COMCheck-EZ Software Version 1.0 Section 1: PROJECT INFORMATION Project Information: Name: Team Tires Plus Address: 3595 Krestwood Lane Eagan, NIId Designer/Contractor Information: Name: Allman & Associatea Tel: (507) 282-9082 Document Author Information: Name: Jeff Allman Tel: (507) 282-9082 Date: 2-17-98 Section 2: GENERAL INFORMATION Permit # Checked by Date Building Location: St. Paul, Minnesota Climate Zone: 15 Heating Degree Days (base 65 degrees F): 7391 Cooling Degree Days (base 65 degrees F): 746 Building Type: Retail/Wholesale Floor Area: 7368 Phase of Construction: New Construction Addition Alteration Unconditioned Shell (File Affidavit) Section 3: REQUIREMENTS CHECKLIST AIR LEAKAGE, COMPONENT CERTIFICATION, AND Inspection Approved Initial VAPOR RETARDER REQUIREMENTS Date (Y/N) All joints and penetrations are caulked, gasketed, weatherstripped, or otherwise sealed _ Windows and doors certified as meeting leakage requirements - Component R-values & U-factors labeled as certified _ Vapor retarders installed - Exception: Zones 2-7 in exempted states CLIMATE-SPECIFIC REQUIREMENTS Cavity Cont. Assembly Budget Compo nent Name/Description Area R_Value R-Value _ U-Factor --------- U-Factor --- ROOF: Nonwood Joist/Truss 7368 0.0 22.0 0.044 0.049 WALL: CMU >S"/Int. Ins 5919 -- 6.0 0.104 0.075 BSMT: Solid Masonry >8"/H=9'/D=9' 918 -- 9.0 0.093 0.100 WIN: Double/Clr/Mtl/SHGC=0.72/PF=O 410 -- -- 0.690 -- DOOR: Glass 84 -- -- 0.920 -- DOOR: Opaque 28 -- -- 0.700 -- rDdOR:•Overhead 1200 -- -- 0.060 -- FLOOR: Structural Slab 385 -- 4.8 0.126 0.043 ----------------------------------- - -- - -------------------------------------- Envelope PASSES: Design 2296 better than code Section 4: COMPLIANCE STATEMENT The propoaed envelope design represented in these documents is consistent with the building plans, specifications and other calculations submitted with this permit application. The proposed envelope system has been designed to meet the COMcheck-EZ requirements. Principal Envelope Designer-Name Signature Date ?. A+,?..?a?J ?• ?• ? s?d Q.PII..?---?- ili 1/9g Notes: These calculations are for the Eagan Store S:AIS;'F : UF fiEF»I2IPtG REQUBST F4F. L"RTLITY I[•9PROVEP9ENiS IAva hereby raqnest of the City Council, City of Eagan, P;znnescta, utility ir:provemcnts on and over pmperty owned by me-/uo a.> xc?.lcan: (,er..±.::on tyre o£ improvementr e.g. water, aanitary seFler, etc. ) sewer, water & storm sewer and streets u :^ie location of said utility imnrovements shall be gen3raily as x:.il.o*.^ First Minnehaha Addition in Section 15, T27, R23 I/S7r hereby uraive notice of any and all hearings necessau.y [ox tk;e insi:all<-.tion of said k±!psoveznents and further oonsent to r..ny asGesss•ws_rs necasaariZy levied by ttie City of Bagan for such improvements. I/F?e further agree to grant to the City os" Eagan anY easements ^a::,.s-• sarv for the installation of such improvements. It is further understood that this request shall be rpviewed by th2 ? City Cotmcil of The City of Eagan or its agent and I/We will be given rc±ascnable notice as to whethex this request is possi.ble u_nder preeent utility plar.ning Request referred to City Admini°trator: Date Copies: 1. City ABministrator 2. Applicant r,eqsesr accepted by Dat.e -_ C_ty of Eagan ? L?AI?i'F::, 0= HEFu.ING P;QU:'ST F'OF. UTILI'PY T.hSPROVEDSEta'TS Z/ic hereby xequest of tha City Council, City of Eagan, .9 9.1 A:l.rilva^Ctde utility isr.provements on and over pmperty ovned by ne/uu t=s (Yier*.:;en tyre cz i?nprovement, e.g. vratert 0 -nitasY serr?r, etc-I sewer, water & storm sewer and streets ?'>ie location of saxd utility improvements shall ??s 9en--ra='!Y a3 ':•aZc"'- First Minnehaha Addition in Section 15, T27, R23 2/ti13 kiereby vriva notice of any and a11 hearings necessary tor tre installat:ion of said impxovem.ents and further consent to anY a`=?as,•V'T=' ` yecasaarl.i.y lev3ed by th-? City oi Eagan for such i.mPYovenents. SJWe iurther agree to grant to the City of Eagan anY easeancnts sary for the inetallation of such improvements. St is further understood that this request shall be re.viewed by Che rity coti:ncil of The City of Eagan or its agent and I/We will be giu'en r.ee.scnable r.otice as to whether this request is jpossible vndex' P`-'ewent utility planning as to timinq, Cated: F.9Q'105t dCCEpt@d C'ity of Eagan Rar,uest referred to City Administrator: Date ?_ Date --- Copies: 1. City Administrator 2. Applicant J.K.R. C0. Suite 124 10800 Lyndale Av. So. Bloomingtont Mn. 55420 August 13, 1979 Mr. Tom Hedges City Administrator City oF Eagan 3795 Pilot Knob Road Eagan, Mn. 55122 Dear Mr. Hedges: This is written to request and petition the City of Eagan to conduct the necessary feasibility study far installing utility and street improvements which are called for in the preliminary plat approval of First Minnehaha Addition, Eagan? Minnesota. The undersigned owner hereby waives his right to a public hearing on the above mentioned petition, and would also request that the improvements be considered for installation as a change order to one of the exist- ing contractsalready in effect with the city. Respectfully Submi?tedp Partne? J.K.R. Co, nneth A15-pel/?6atm First Minnehaha National Bank By?.?? ?,. oF 3830 PILOT KNOB ROAD. P O. BOX 21199 BEA BLOM9UIST EAGAN. MINNESOTA 55121 rnavor PHONE (612) 454-8100 iHOMAS EGAN .NMES A. SMfM VIC ELLISON 1HEODORE WACHTER 1986 FEBRUARY 20 C??11Me??rs , THOMPS HEDGES G1y Atlminishabr EUGENE VAN OVERBEKE MICHAEL DIMOND cMCle,k CARDINAL DEVELOPMENT CORPORATION 8609 LYNDALE AVENUE S SUZTE 101-B BLOOMINGTON MN 55420 Re: Lot l, Block 1, First Minnehaha Addition 7 Dear Mr. Dimond: Recently, an application was processed through the City for a conditional use permit to allow the construction of a Hardees Restaurant on the above-referenced lot. As a part of the xeview process, there was considerable discussion pertaining to the internal traffic circulation and driveway access in relationship to the Duckwood Drive/Krestwood Lane intersection. As a result of the specific concerns and issues raised by representatives of Hardees and discussed with City staff, please be informed that the Engineering Division of the Public Works Department has modified its standards as they pertain to setback distances for new driveway approaches in relationship to adjacent intersections. As a result of this modification, the enclosed site plan dated January 25, 1986, that was approved by Council action at the February 4 meeting,can be revised to allow the center line of the most northerly ccess drive to be located 100 feet from the easterly extension of the south cuxb line of Duckwood Drive as it presently exists. This revision supercedes the previous setback requirement from the north property line. it is hoped that this revision to our standard will help the site plan layout for the new Hardees Restaurant in alleviating the curvilinear alignment of the nottherly entcance as shown on the January 25, 1986 plan. I apologize for the delay and any related inconveniences that may have been created during the review of this site plan. However, because this will be a major entrance to a major shopping center district immediately adjacent to I-35E, the City is very concerned that whatever development occurs in this area is done in the long term best interest of both the business and the traveling public. THE IONE OAK TREE.. THE SYMBOL OF STRENGTH AND GROWTH IN OUR COMMUNIN MIKE DIMOND FEBRUARY 20, 1986 PAGE 2 We will look forward to the addition of this facility to the City of Eagan and would like to offer whatever assistance we can in helping the start-up of this new business be a successful venture. Sincerely, i„' ,,?e`?" 0 T o, Col ert Director of Public Works TAC:jh enclosure cc: Dale Runkle, City Planner Richard Hefti, Assistant City Engineer .-, .., OF 3830 PILOT KN08 ROAD EAGAN, MINNESOTA 55122-1897 PHONE: (612) 454-8100 FAX(612) 454-8363 September 14, 1990 RALYIELD & EQUITIES IV LIMITED PARTNERSHIP BOX 908 1025 MOORLAND ROAD SOUTH BROOKFIELD, WI 53008 RE: LANDSCAPING AT FiARDEE'S 3595 RRESTWOOD LANE EAGAN, MN LOT 1t BLOCR 1, FIRST MINNEHAHA ADDITION TO WHOM IT MAY CONCERN: THONJS EGAN rnay« DAVID K GUSTAF50N PAMEU. nK4tEA iIM PAWIfMY THEODORE WACHiER CounCil Mem6ers THOMAS HEDGES Crty Administrator EUGENE VAN OVERBEKE Crty Clerk our records list you as the property owner of the above-referenced property. As part of your development proposal, and subsequent approval granted by the City Council on February 4, 1986, the landscape plan submitted to the City was approved as a component of your development. The purpose of this letter is to inform you that the landscaping on your site is below the required City standards. Please be advised that you have six weeks from the date of this letter to replace all damaged landscape materials. Please inform me of your intentions and provide me a schedule of compliance within the next week. Thank-you for your anticipated cooperation. Sincerely, Michael . Ridl Project Planner MJR/js CC: Jim Sturm, City Planner THE LONE OAK TREE...THE SYMBOL OF STRENGTH AND GROVJfH IN OUR COMMUNIN Equal Opporfunity/Affirmative Action Employer MEMO TO: TOM COLBERT, PUBLIC WORKS DIRSCTOR FROM: JIM STURM, LANDSCAPE ARCIiITECT/PLANNER I DATE: MAY 11, 1988 SUBJECT: HARDEE'S LANDSCAPING -- -- - - , LOT 1, BLOCK 1, FIRST MINNEHAHA ADDITION,/ After a quick review of the existing landscaping and proposed 3:1 or 2:1 side slopes along Pilot Knob Road, I feel that the uniform 3:1 slope from the back of the parking lot curb to the edge of the road shoulder would be the most desirable for several reasons: 1) A 3:1 slope is easier to maintain (mow) on a regular basis. 2) A 2:1 slope would require a maintenance-free ground cover; it would not have a neat, dressy appearance from Pilot Knob Road. 3) All existing material can easily be transplanted with a small tree spade or by hand. I would guess that the root ball on the crab trees would still be somewhat intact, lessening the potential shock if a tree spade was not used in the transplanting process. I hope this opinion is helpful. Let me know if I can provide any additional assistance. Landscape Architect Planner I JS/mc ? M? 3830 PILOT KNOB ROAD. P.O. BOX 21199 ViC ELUSON EAGAN. MINNESOTA 55127 nnw« PHONE: (612) 454-8100 TMpp,AS EGAN 0.4VID K GUSLAFSON PAMEU+MCCRFA THEOOORE WACHIER May 12, 1988 c°"""1 "AB11beW hIOM4$ HEDCES Cify/dminttlrotor EUGENE VPN OVERBEKE Gry aarc MR JERRY KINGREY DAKOTA COUNTY HIGHWAY DEPT APPLE VALLEY COMMONS 7300 W 147TH ST APPLE VALLEY MN 55124 Re: Lot 1, Slock 1, First Minnehaha Addition Dear Jerry: For your information, I am enclosing a copy of a memo concerning the above-referenced item. If you have any questions, please do not hesitate to contact us. Sincerely, J dy M 03enkins Engineering Secretary /jmj Enclosure THE LONE OAK TREE. ..THE SYMBOL OF STRENGTH AND GROWfH IN OUR COMMUNIN . MEMO TO: TOM COLBERT, PUBLIC WORKS DIRECTOR FROM: JIM STURM, LANDSCAPE ARCHITECT/PLANNER I DATE: MAY 11, 1988 SUBJECT: HARDEE'S LANDSCAPING LOT 1, BIACK 1, FIRST MINNEHAHA ADDITION After a quick review of the existing landscaping and proposed 3:1 or 2:1 side slopes along Pilot Knob Road, I feel that the uniform 3:1 slope from the back of the parking lot curb to the edge of the road shoulder would be the most desirable for several reasons: 1) A 3:1 slope is easier to maintain (mow) on a regular basis. 2) A 2:1 slope would require a maintenance-free ground cover; it would not have a neat, dressy appearance from Pilot Knob Road. 3) All existing material can easily be transplanted with a small tree spade or by hand. I would guess that the root ball on the crab trees would still be somewhat intact, lessening the potential shock if a tree spade was not used in the transplanting process. I hope this opinion is helpful. Let me know if I can provide any additional assistance. r Landscape Architect Planner I JS/mc 2trc21 Fl ie- MEMORANDUM To: Dale Runkle, Community Development Director FROM: Kristy Marnin, Planner I DATE: October 3, 1989 SIIBJECT: CSC Comprehensive Guide Plan Designation Boundary - NW 1/4 Section 15 This memo is to confirm the specific boundary of the CSC (Community Shopping Center) Comprehensive Land Use Guide Plan designation in the NW 1/4 of Section 15. The southern boundary of this land use area on the current Land Use Guide Plan map (AUgust 1988) is relatively unspecific. Per our conversation, you stated that the intent of the CSC Comprehensive Land Use Guide Plan designation in the NW 1/4 of Section 15 was to correspond with the existing CSC zoning district boundary in this same 1/4 Section. As such, the specific southern boundary of the CSC Comprehensive Land Use Guide Plan desiqnation in the NW 1/4 of section 15 corresponSs to the souhern boundary of the NW 1/4 of Section 15. Future reprints of the Land Use Guide Plan map will reflect this specification. cc: Jim Sturm, City Planner R and B Addition Plat File Eagan Convenience Center Addition K' Care Addition Plat File inneha Firs Addition (Lot 1, Duckwood Square Plat File Plat File Block 1 only) Plat File , i?, ? ?? ?, r ?? . , atior i / W = N ? ? , ?? ? ' ? /•• I ?O z 0* ?" I 3 ( ? 4 f 1 i y ?? ~O OYTt01 l ? ?w I MMK, . a / YlN I O ? : _ 1000, Aa? o o . It Y ne919 ? • tS? . o ? eU,o + 4 ? ?? i fo$?ty?' '? R AND 8' KINDEq ? fM[ ADDITION ADDITION ?? : t II 1 . \ _ . i N? AfTC hu ?0? M?w • . -_? " __. ?? 1 MEMO TO: DIANE DOWNS, IITILZTY BILLINQ CLERK FROM: EDWARD RIRSCHT, BENIOR DATE: FEBRUARY 23, 1990 SOBJECTS BTREBTLIGHT ENERGY C08T8 - LOT 1, HLOCB 1, FIRST MINNEHAHA ADDITION This memo is to inform your department to begin invoicing the energy costs effective January 1, 1990 to Lot 1, Block 1, First Minnehaha Addition. Please invoice Lot 1, Block 1, First Minnehaha Addition at the quarterly rate of $24.85 per quarter which is based upon the same rate per square foot as the Town Centre 70 and 100 Additions. $0.0003706 per s.f. per quarter x 67055 sf =$24.85 per quarter. The City is currently being billed by Dakota Electric for streetlights in the above listed subdivision. cc: Thomas A. Colbert, Director of Public Works Michael P. Foertsch, Assistant City Engineer EK/jf Wayne C. Larwn • . STNUCTURALQNQINEEp$ $UBJECT gMEETNO. pF 2129 2!W $V!M CAMM. ND. MRiMe BBer MN 55110 812/429-8363 8Y DATE STRUGTUFtPtL C ALG.ULATIOhlS HI?RoEr_'S - EA4rr.a, MN MODCL F{2,2A - ST-fLF_ a DtM, LtJMpF_R = HF- m FIF? 11 2 OR BETTER SNOw LoAO = 40 Psr- W 1 u0 LUAD = 20 PSF I HEREBY CEATIFY THAT THIS PLAl1, SPECIFICATION OR REPORT WAS PRE- PARED BY ME OR UNDER !fY DIRECP SUPERVISION AND THAT I AM A WLY REGISTERED PROFESSIONAL ENG2NEER UNDER-T_1HE IAWS OF THE STATE OP MINNESGIIN/ i DATE 'S_9_IS6REG. N0. 7R3/ 8????Lp(????$ • SUBJECTI4ARflrF'S.- F_AC.EN . sNeerNO. pI? OF z+ze snw so-e.t Pp v- C? a ati C n i'OMM. NO. RO ( 4 S Whke Bear MN 55110 g72/429-g969 Br W.c)V onre 6'9-S(o d PANFL 5 3 1, D4 _, ; -'L x4 4-112' 4.112' 4 1/2" 4'-9 1120 4=4' 4'-O' • 4'-6 3 4" 4'-6 3 4' 4 f/2' 4= BF-Ar-\ 04 SF_GT?UH PROVERTIF_S w/ ou-r Co k-%40s tTIF Re-TioH Zrll irL S? 2( 31.(.4 `Ia.4 q= 2k1(2•55 t 8.25) = 50.3 I4L Wf LohPos t re AcTION z S : 3( 16, r)5? = 140. 3 Norr;.: SPLICE 2x ME?'^sERS Q SuPPoRTS oNL-f C Z IS SIMILRRJ 3 _L ? Wayne C. Lanon jTpUCTUpAL a(iIMEER$ $UBJECT NAR L]EF,S - F A L. F_.1.1 S1iEET NO. 2 OF II129 2nd BtrsM Pq ? t C• R A-t Lfj (,'pMM. .NO`. A66145 , Wh828seM?e7t0 . Bv '' ?{?JV DATE S-9-254 PAHf3L k- c CbNT) $ERt"? p q W= ? 40 y-l0? 4b = 1000 PLF , M RX. SPRlJ = S? 4h't> ? ?lDOO? 8.33t= 8(074 GT-L& ?L * 8(,r)q (17) - IISS rsi ? 11 SD ,I a.a 0.1 s) looo x 8.33 -i?.?5x?/n? _ 'Z ( 50•3) i.l 5 Go?ur? N Spq1J+ g? ; ! Q ? : W / i q p' E? - 27 'Yd ' a.5 F??= SSO ( P 31? WEST?Rw1 y,loo?5 6voK? oK 72 P51 G 12 S t'S/ oK grraM oy Is ol 3-2x4 S; 9.2 A=!5.?S Iut p. Ivoo pLPx S' = 5000 61 (c Or% PRr5510N) w= ZD PSF x 5' - 1D0 PLF iao) e'- Soo F T-CR 800(I2) = 1043 ftr 6 9.Z 5000 276 Ps 1 ,s.1) sU,1fi F,,• I350 C7,- t;2S E.= 11400,000 825 1350 --- v s E 3- 2 x 4 -r-- (NEr-i FiR F3 F_TTE0.1 Wsyns C. Lanon BTRUCTUpAI EN6INEERB 2129 2n0 StrBel WAite Beer MN 55110 812/429-6363 , . R9CAM Ci e- w = ? GLuE ? NRlL RLl MEM660.5 . . . / SUBJECT l4AROFF_?S - EAGEr.1 SNEETNO. 3 OF PQUL GRA--C G..0 OMM NO. BY ? OATE S?9?SFJ Al qOtlU ? , .Z = 400 PLF , h'l = ye (4D0) 13'= 84 SO FT=L6 3 ,o? I _ 4.2$=? T 844 ltz844 7.i25 IL 6 A= 14.25 L 3.6) = 49.9 3t SF:f.T, TN¢v 0 ' 84502) ,7 47 ? ?` ' Its (?.?s) ' `400)(13jl ,23 ; ? 384(I,700,DOp) 844 , , ? 3 c 400 ?.2') ) : r Z C9?.9? ?./S PSI oK • . f S - y8?? o K• = 55 PSI G 75 OK 6 E A r-% o Z is c K ?- • Wayne C. Lanon BTRUC?IIXAI ENGINecoA 2129 2nd $6eet Whke Bear MN 55110 812/429-8363 6UBJECT 14AR O'rL E/S ? 1= ?CJ F N $HEET HO. Y OF PRVL. GfkR-Y C.f7 COMM.NO. B614S ?/ BY ?V DATE S?'Ob SEA M D3 w= (40410) ( 41'Z1G J? 14Z5 PLF / -KSt M= yg (1425)Io.S== 19,638 FT-LE, C~LUE j Wqll THOROV4Fll.Y? Nr-_AR fw-?aoSo FOR Hoa.. 4.5( 15.75 S = _ ` A = 4•5(is.'75) - 4.5 (I5.'75)3 I = ?Z ?96sa ?iz? 1101 PS ? • - . LLR. S P/tiN ? 2 ('10.8) I.1s ? 5(-l4 Z 5) ?1 t?. ?I l Z8 354 (1,760,000) 1465 GSP. S?Fr-AR TqRI.lSr'Eii '' 'ID.F, i N - 146s ? u 4 ? ? I•) ?,U O/< 93P'sl y....`.15 Psr µ.6. _ .???? = y8os oK TRY aoDiti G, 2- Pz PL-IL.JOQA FILLF_RS FO R SI{ERR 2( 32)N,25 xlaorsi r t (Pf)Z 3 ? vP?tiw.eo ?E d 1425k ??-1.3)-6-7 (.e Z] 2 (70,8? I.IS 3-2Y6 j 3 3-2x?Z & 75 Psl - F-,v oC aon 2-yz' PLyWouo +- r-i?LF-as Tv 03 ?'1 Wayne C. Lanon STRUCTURAL ENOINEERS 2129 2nd Strsel Whka Beer MN 55110 - 612/4294383 FOUND AT t0 N r'oP oF OI.OCK -f? 6oTSOM Of FOOT1wGi ? LOAO W lLL gr Utii IPORML`( pIST RIFSV'?-?? @. FOOT!?.tC1 Roov ?..,ne.c F..i9u w- lpo o PLr- + t o Ps r- (Io.) ,- sv Ps F( 4' )-- 1300 PLF ?? - 1300' _ -180 pSF < Z000 PS F OK . . . r-ouNnN--?ca ??l 1s 0 K -a- FoR P???i s 1- s?rsTr_r-\ SUBJECT 14 AROrr_S- .QC,ri.1 SMEETNO. "-]' OF PiavL G R A-I Go oMM/ /,N.o'. S dY hFW DATF Sf9-2* STATE OF MINNESOTA Clerk's No. 95227 IN DISTRICT COURT COUNTX OF I]AKOTA State of Minnesota, by Warren Spannaus, its Attorney General, FIRST JUDICIAL DISTRICP Petitioner, V. STIP[JLATION AS TO PARCEL 61, S. P. 1982 (35E=390) 904 Charles D. Nolan, et al. ' Respondents. IN 'IIIE MA'ITEl2 OF THE CONDH?MTZON OF CEErPAIN FOR Tf2UNK HIGHWAY PURP0.5I'S IT IS IIEREBY STIPULATED AND 11G12EIiD by and between the State of Minnesota, petitioner in the ahc)ve entitlec] matter, and Pilot Knob Associates, a Minnesota General Partnership, John T. Nbller, Dorothy May Moller, George R. Sauers, Eunice I. Sauers, City of Eagan and County of Dakota as follaas: 1. That said Pilot Knob Associates, John T. Nbller, Dorothy May Nbller, George R. Sauers, Eunice I. Sauers, City of Eagan and1County of Dakota are the cnwmers of or have an interest in the following described lands situated in Dakota County, Minnesota, to-wit: The-South_1/2,..of.the.Northwest•Quarter•,of'Section-15, Tcmship 27, Ranqe 23 West, excepting therefran the following: the West 1/2 of the South Quarter of the South one-half of said Northwest Quarter; the West 2 rods thereof for highway; and the East one-half of the Southeast Quarter of the Northwest Quarter of said Section 15. arxl -LOt-1;"Block`"1,"First Minnehaha Addition. , 2. That the petitioner herein requires fee title to said lands to be used for right of way purposes, together with certain rights, in the construction and maintenance of Interstate 35E, said land arr3 rights so required being described as follows, to-wit: .I All of the follaaing in fee simple absolute; That part of the eouthwest quarter of the northwest quarter of Section' -15;'Township 27 North, Range 23 West and Lot°1, Block 1, First Minnehaha Addition, shawn as Parcel 61 on the plat designated as Minnesota Departmpnt of Transportation Right of Way Plat Niunbered 19-43 on file and of record in the office of the County Recorder in and for Dakota County, Minnesota; Containing 2.96 acres, more or less, in the unplatted portion; Toyether with other rights as set forth below, forming and being part of said Parcel 61: Access: All right of access as shown on said plat by the access restriction symibl. Tempuranl Easenent: A teniporary easenent for higtnaay purposes as shom on said plat as to said Parcel 61 by the tenporary easement symUol, said easanent shall cease on Decenber 1, 1986, or on such earlier date upon which the Ccmmissioner of Transportation determines by fozmal order that it is no longer needed for highway purposes. 3. That Pilot Knob Associates, John T. Nbller, Dorothy :iay Moller, George R. Sauers, EUnice I. Sauers, City of Eagan and County of Dakota hereby consent to the acquisition by the petitioner herein for trunlc highway purposes in the above entitled condemnation proceedi.ngs fee title in the lands and the rights described in paragraph 2 above; and hereby appear and agree to become parties respondents in these proceedings and to have the damages for the taking of said lands detexmined by the commissioners appointecl by the above named Court with the saire effect as though said lands had becn originally described and included and the a,mers and parties of intexest had been namecl as parties respondents in the petition naa on file in the above entitled proceeclings. Notice in the prenises is lereby in all things waived. 4. That the petition herein be amended so as to include the lands ard rights described in paragraph 2 and said Pilot Knob Associates, John T. Nbller, Dorothy - 2 - May Moller, George R. Sauers, Etnice I. Sauers, City of Eagan and County of Dakota as parties respondents in said proceedings, said lands to be desiqnated as Parcel 61, S. P. 1982 (35E=390) 904. 5. That the undersigned respondents consent to that petitioner shall have right to title and possession after the filing of the award by the oourt-appointed corruLissioners, in accnrdance with Minn. Stat. 5 117.042 (1982). Dated: February 25, 1983. PZLOT IQdOB ASSOCIATES, a Minnesota BY: ffiJBERT H. HIWFII2EY, III. Attorney General J . JEPPESEN 6 Special Assistant Attorney General Attorneys for State of Minazesota 515 DOT Building St. Paul, Mn. 55155 Phone: (612)296-3207 CITY OF EAC?N ?..?y BY'' ' ?.L . o ? ?v?G9iC. ts MAy COUNPY OF DAKOIA Byt- y Q ??' ? .? / E[J[VICE I. SACIFRS , HAIIGE, SMITH, EIDE & HELLER, P. A. ATTORNEVS AT LAW CEDARVALE PROFE8810NAL BUILGINGS 3908 BIBLEY MEMORIAL MIGHWAY EAGAN 18T. PAULI. MINNESOTA 89122 PAUL H.NAUGE ORADLEY SMITH KEVIN W. EIDE DAVIO G. KELLER T0: Pom Hedges ` Tom Col r Gene VanOverbeke Dale Runkle FROM: Paul Hauge Brad Smith Kevin Eide Dave Keller RE: Project No. Enclosed please find: Development Contract PIID Agreement Easement Deed Other AncA Coo[ 612 TCLEVHON[ 4E4.4224 DATFD: C",??? _ T-S. '??r?- Nd 4/- c9"Y ? F ?V L ? APPRAISAL pl2.cT Y(' fP 1? 52':wr APF'G-A L- 7? A i.OGt-.? l, J-i25; l7t iNivs,4RNR1 i*OO Property Location: HARDEE'S FtESTAURANT PILOT KNOB ROAD and DUCKWOOD DRIVE EAGAN, MINNESOTA 1 P J.E. ? Xsrsaonctiates i nc. 1 Commercial and Industrial Realtors Appraisals Real Estate Development ' ' December 13, 1990 ' Mr. Joseph P. Earley 600 Midway National Bank Building ' 7300 West 147th Street Apple Valley, Minnesota 55124 ' RE: RAL Yield + Equities IV Limited Partnership vs. City of Eagan ' Dear Joe: You have requested that I appraise the property located on the corner of Pilot Knob Road and Duckwood Drive occupied by ' Hardee's Restaurant and owned by the above parties. The property values were to be determined prior to the improvements to Pilot Knob Road and assessment of those ' improvements by the City of Eagan. The property was valued as of April, 1987 and again, as of July, 1990. I report the following values; ' April, 1987 $375,000 July, 1990 580,000 Value Increase 205,000 ' The City's assessment is proposed to be $22,540.10 for the improvement of Pilot Knob Road. Based upon my analysis, it is t my opinion that the City assessment is warranted. Attached hereto is a copy of my report showing information considered by me to be relevant to the subject property. If , you have any questions, please feel free to contact me. Sincerely , ar S. Parranto, S.R.P.A. ' Appraiser 4000034 MSP/sah ' ' 3914 Cedarvale Drive • Eagan, Minneeota 55122 • 612-464•1600 , TABLE OF CONTENTS Pa e ' Property Identification 1 Date 1 ' Purpose and Function 1 ' Project Description 1 Property Rights Appraised 1 ' Ownership 2 Legal Description 2 , Market Value defined 3 ' Record Data- 4 Assessments Diagrams 5- 6 ' Plat Map 7 Zoning biap 8 ' Location Map 9 ' Photos of Subject Property 10-11 Metropolitan Area Description 12-14 ' City and Neighborhood Data 15-16 Site Description 17 ' Site Description 18 Aighest and Best Use'Analysis 19 ' 0 F.ppraisal Methodology 2 ' Market Data Approach to Value 21-34 Adjustment Factors 35-38 ' Value before Improvements 39 Value after Improvements 40 ' 41 Conclusion , Certificate 42 Limiting Conditions and Assumptions 43 ' Appraisal Qualifications 44 t 1 I PROPERTY IDENTIFICATION ' The subject property is a Hardee's Restaurant located on the southeast quadrant of the intersection of Duckwood Drive and Pilot Knob Road in Eagan, Minnesota. The , property is addressed as 3595 Krestwood Lane, Eagan, Minnesota. ' DATE This appraisal is completed the llth day of December, 1990. ' PURPOSE AND FUNCTION ' The purpose of the appraisal is to establish the market value of the subject property as of spring 1987 and again, as of July, 1990. ' The function of the appraisal is to determine the change, if any, in the market value of the property in anticipation of the City of Eagan assessing the property for the ' reconstruction, widening and trail installation of a new roadway for Pilot Knob Road. ' PROJECT DESCRIPTION ' The City of Eagan and the County of Dakota instituted the improvement and reconstruction of Dakota County Road No. 31, Pilot Knob Road in late 1986. The project consisted of the reconstruction and widening of Pilot Knob Road as well as , several of its major intersections, including Cliff Road from one-quarter mile either side of Pilot Knob Road; County Road 30, Diffley Road, also widened to a four-lane with turning lanes and isiands for one-quarter mile the other side of Pilot Knob Road. The , roadways was reconstructed from approxunately one-quarter mile South of Cliff Road to the intersection of Interstate 35E which is just North of the subject property. The road was reconstructed. Additional storm sewer and utility reconstruction was ' completed, and a trailway installed on both sides of the roadway. ' PROPERTY RIGHTS APPRAISED , The property rights appraised consist of the fee simple interest unencumbered by any easement or mortgage. , ' ' ' , OWNERSHIP ' The property is cunently owned by RAL Yield + Equities for Limited Partnership, 1025 South Mourland Road, Brookfield, Wisconsin 53008. ' LEGAL DESCRIPTION ' The property is legally described as I.ot 1, Block 1, First Minnehaha Addition to the City of Eagan, Dakota County, Minnesota ' ' 1 ' ' 1 ' I ' ' ' ' ' 1 ' 2 ' ' ' MARKET VALUE DEFINED ' Fair market value, or alternately, most probably selling price, as estimated in this valuation report, conforms to the following definitions; ' "Market value is defined as the estimated price, in terms of U. S. Dollars, which a property should bring in a competitive and open market under all conditions requisite ' to a fair sale with the buyer and seller each acting prudently and knowledgeably and presuming the price is not affected by undue influence. ' Implicit in this definition is the consummation of a sale as of a specified date and the passing of title from seller to buyer under conditions whereby; ' 1. Buyer and seller are typically motivated. 2. Both parties are well informed or well advised acting in what they consider ' their own best interests. 3. A reasonabie time is allowed for exposure in the open market. 4. Equity payment is made in cash or its equivalent. ' S. Financing, if any, is on terms which are specifically enumerated within this report. 6. The price represents a normal consideration for the property sold based upon ' the appraiser's analysis of the current economic environment and its effects on equity yield demands exclusive of any special services, fees, costs or credits except those which may be defined within this report. ' Alternately ... the highest price in terms of money which a property will bring in a competitive and open market under all conditions requisite to a fair sale, the buyer and ' seller each acting prudently, knowledgeably and assuming the price is not affected by undue influence:' (1) ' ' ' ' (1) Adapted from "A Critique of the DeSnition of Air Market Value:, by Harold D. Alhritton, MAI, "The Appraisal Journal", April, 1980. ll 1 3 t ' RECORD DATA ' Property Identification No. 10-26500-010.01 ' 1990 Real Estate Taxes: $18,808.12 1 Assessments: $ 456.78 ' 1990 Assessor's Market Value: ' Buildings $297,600 Land 125•400 ? $423,000.00 ' 1 1 ' 1 ' 1 ? 1 1 , 4 i ? . ? 1 1 y n Oi0•1a 1 0? Oa0->0 ? 010-?6 i ? ' : I ? O?f ? F I I 9vr-OI ?p 'Ir 172' i 17 1 ' 221. 2 6 300 26' . __.? ...._.. ---- ?_ -- - - ' - ""?" ? ` - --- - ?,_ --------- ?"--- - - ? - -- ---------- _, -- ? ------------- ----' _ - ? ? fH-'n CONSiRUf,nON _" ____-'_ a j _____'l ? _'__'_-.?_"'___ __ l_-" _'_.__'_ _'_' _?•'G ?, M 7J 237.04 751 ? -• hn. a ? ? ? > . O?Ilel O ? IU I ? Li I .i 1 o `\ D'J£iER MILLY 0 ROST YINNfHAM{ ADDI TIUH Cl ? ` ¢ ~ n T0WN C£NT O pC 70 i1F31 A001110N 1 N 1 W > Q 1' I V ; O i N55`_SSEMENT LEGEND AS;>::53.431LE s:tn' ^ . • o• • FC07.'1^:: ? ..?...a,a I ? ?oo 6ule In F?H ? COR,yEA L07 C.L.C. f IRZ717 73' BONESTROO, ROSENE, ANDEFlLIK 6 A590CIA7ES INC Pt!OT Y`T.3 r1Ohp ? C , . I EAGAIV, ANINNCSOTA m En0lneora 6 nrchltectz f (COUN7Y ROAD NO 31) x 3t PBVl, MIpnCY01P u 1 DATC: AU;;U57, tU0? COldl.:: aDJDO . S P, TRE= ;' TRAIL ASSESSEMENTS m m m m m m m m m m m m m m m m m m m N 0 o. o? Y J ? A 7 ? ? 0 ti i Ane Kf??sT waop 3l3.3Z' , o . E?tER f?+c ? {-!Q' fi'- 4=' •.?. ? v. _ 4.'. , '? .. •: ' •_. O?.T 14 -- HaR Vr.S'eat j. H/ ID'111?7G : ; . ? _ 20,1 ?' - - :- > ? - - , I + -??- FI ; ? 1G Fu1pR ,? B?Dl? ?Np 40 ? sz Tdra? tirALC.s io' x 20, z? I2: x2o, ?_?_?_i___?__?___??,?fi^??__i11 J__1 :11 ? ?obPi ? O N ~ 3I2.39' ?- Pi?oT Kr?op Ru ? ' ? 0 ? ? ? ' , ' 1 ? ' ' 1 , ' , 1 ' 1 ' ' t ' o"~°. . A? , Q Q ; ? ?? o0 Q ? . O . O? 02 oy?2 '15 \ 33]9] / r OOTIOT A ', •' ? J / V ~ ? Wr S\ 8= ???o /; ti X^ s eao,a ??. I ? al ?Ftr' y 0 ? Ytl n . 'Ir ^ ? ?, «tl ?\ O ? ? LoT 'n^ ?. G awtK i ,p8r s2 uq? A n ' O ? 4??? 9 O„` / p??4?? Z??C? ? si ti'• ,.`!'' n• e.? 6.e . .. , 1-11 ? ?,?71R" e ' ? 1 R • bfelY1G §?1 ? . ? ? IOfM 49 ? : • ,s, Y z ,.,. ?,? 9 • y r KINDER ? GARE g ? ADDITION , ?At)afft _. ?f?it?• ]DO { ' 212 Revised 9/90 . _, 7-- .? Cu,.r• n $ $ FRANKS NURSERY AND CRAFTS ADDITION ;- . Y $ LAT I g BLK. I _ a§; A? ? ? ? ,I ? OUTLOT E l ? I i I I ? I s DUCKWOOD SQUARE LOT BLK. I Plat Map ' t ' ' 1 , ' ' 1 t 1 , ' ' ' 1 ' ' ? ?- - / R'I ? . _ y . ff ? ?--? _ -- ?, - ho._ , • ACP[i . : ??. _ v _..:FPe? " w ?? • __ ENV c., i6?.E? ^NYT9 ?? ?_? L' i G8 J p ?LfNAY ? ?? ?? • _R?' 4 wa?` ? PF30 ? ' ? _ ' ?;I;;?, iu l'__ :ccaur.cr. _ ?^ ? ? _ ?^ _ ? ? R-4 "iB R•3 . i• --`.! ? = 8' --. - ?. R-3 RD ? ' i 1A WRK R?4 J .+GJITIOY?/, ?a - R-4 R'4 '3 ' . 4,m?• ' -' ?' /A A A _NB - , . .. .: i R, ?- L ;=i?K - .,c'`• '?_" :.. ?3?? I -=?*='N . a a`.-' ?s?. . _ •- ..? ?? . _ Y)` s:?"k-?c?'.'?r $F - =-.ii'? _ _ ,.?Y• ..,. p CSC i. Y+:COtiin pp. r-- r iNDUST,R1AL)44 "pt.er esR - q - p?`•• R'i LB. S` a eur_;, ' __ Abi? L I R`w?__ A C ft=1?i..:. "., NSL1 ?R_ A R-4 ; h --? LI -' / G EN' C.4m NFT90 'CER^Ek -R g_ R?2 . ? ` ?'qw ? •.h . IR vdj. oR ???' 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Jman Lnkr G? ]On.+wn j 10 rr.n 71 ?nn ? el 1 ?- --- .w? --- '_-- - -- - - ? ? ; ' . .. 1 . • , vo..+. VWeYwood ? n. ar ? I ;? MunlciPat ? d Caarr . I S • y GOI[ ? • ilTX yY1-?MV ? 4 I pS Q V ? I Cl _ ye 0 ? 'C1 CO• '.? TI, WIITII ? ? Y ? U' A ?1 ?S 1• Y? Location Map I ] ' ' 1 1 ' I ' 1 L 1 1 1 i 1 1 1 1 1 ' VIEW OF SUBJECT FROM DUCRWOOD DRIVE AND PILOT ICNOB ROAD VIEW OF SUBJECT FROM SOUTH ON PILOT ICNOB ROAD ' 1 ' ' 1 ' 1 1 1 ' ' 1 ' ' 1 ' 1 ' ' VIEW FROM SUBJECT SHOWING ELEVATION DIFFERENCE OF PILOT RNOB ROAD TAE IMPROVF.MENTS ' 1 ' METROPOLITAN AREA DESCRIPTION The Minneapolis-St. Paul area, commonly called the Twin Cities Metropolitan Area, ' includes Anoka, Carver, Dakota, Hennepin, Ramsey, Scott and Washington Counties in east-central Minnesota. ' Population and Gmwth'IYends As indicated by the table below, the Twin Cities Area experience strong growth in population from 1960 to 1970. T'hereafter, the population continued to increase in five ' of the seven counties but at a slower rate. Hennepin and Ramsey Counties experienced small losses in population because of the continuing migration of residents from the core cities of Minneapolis and St. Paul to the more spacious suburban communities. ' Since 1980, the population has increased in all seven counties. The greatest rate of growth has been experienced by Dakota and Scott Counties, 30.7 percent and 28.0 percent, respectively, while Hennepin and Ramsey grew by 6.4 percent and 3.5 percent. ' The rate for Anoka, Carver and Washington Counties ranged from 17.2 percent to 21.7 percent. In terms of numbers of residenu, the largest growth has occurred in Anoka, , Dakota and Hennepin Counties. POPULATION GROWTH ' 8 8 1988 b 1960 1970 Change 1980 Change Pop. Change Countv Census Census '60 70 Census 170 80 Este. 180 87 ' Anoka 85,916 154,556 79.98 195,998 26.6% 229,770 17.2% , Carver 21,358 28,310 32.58 37,046 30.98 44,974 21.4% Dakota 78,303 139,808 78.58 194,279 39.0% 254,017 30.78 ' Hennepin 842,854 960,080 13.9$ 941,411 -1.98 1,001,198 6.48 Ramsey 422,525 476,255 12.7% 459,784 -3.58 476,089 3.58 ' Scott 21,909 32,423 48.08 43,784 35.08 56,027 28.0% Wash. 52,427 82.948 58.2% 113,571 36.98 138,246 21•78 ' Totals 1,525,292 1,874,380 22.98 1,985,873 5.96 2,200,321 10.88 i, In conclusion, the movement of population is out of the central cities and older neighborhoods and suburhs to the developing suburban areas, with the westem ' Minneapolis and westem Dakota County localities of the metropolitan area showing the greatest gains. ' 11 12 ? ' The Economy , The twin Cities area economy is highly diversified between manufacturing, wholesale and retail trade and service industries. ' ManufacturinE Unlike certain other metropolitan areas, this one is not dependent upon a single employer or industry which dominates the mazket. There are over 3,200 manufacturers , in the Twin Cities area representing such fields as electronics, milling, machinery manufacturing, food processing and graphic arts. And yet, the two largest companies - Honeywell, Inc. and 3M - employed only 3.1 percent of the labor force, and the ninety- ' five largest firms accounted for only 22.0 percent. Wholesale and Retail Trade ' Minneapolis and St. Paul together form the largest metropolitan area between Chicago and Seattle. As such, it serves as the principal distribution center for the Upper Midwest and a substantial portion of the Northern Great Plains. ' Service s ' Another major source of commercial activity is the service sector which offers financial, communications, medical and legal support to the rest of the economy. In Hennepin County alone, this single group accounts for over 113,500 jobs. ' Transportation The Minneapolis-St. Paul area is the transportation hub of the Upper Midwest. ' Rails: Six railroads serve the area including the Soo Line; the Burlington Northern; and the Minneapolis, Northfield and Southern which are based ' in the Twin Cities. Truck: Over 150 truck lines operate in this area with many being ' interstate carriers serving all points of the United States. ' Highways: The major east-west highway through the area is Interstate 94 which Interstate 35 serves as its north- south counterpart. In addition, the Twin Cities is efficiently served by an Interstate beltline system. ' Air. The area is served by thirteen national and six couunuter airlines offering both passenger and cargo service through Minneapolis-St. Paul , Intemational Airport. Exclusive cargo service is provided by ten additional airlines. ' Bus Lines: There are three interstate and five intrastate bus lines offering service in the Twin Cities area. ' 1 13 ? , Barge Lines: There are over fourteen barge lines serving the area. Total ' commodities cazried exceed ten million tons annually. Labor Characteristics ' The labor force here is wel] educated ranking second nationally in number of years of school completed. Furthermore, the Armed Forces Qualifications Tests, which indicate a person's ability to absorb and apply training received, have consistently resulted in , Minnesotans being ranked among the top ten states in the nation. Combining these traits with one of the lowest absentee records, approximately half the national average, the Minnesota work force is considered to be high quality and dependable. ' 'IYends in Economic Development New development of virtually all types has been generally strong in many of the ' suburban areas whereas construction activity in the central cities of Minneapolis and St. Paul has been primarily business office in character. The growth in the suburban areas ' has been greatly influenced by the availability of zoned land, adequate utilities and convenient access to the highest system. The majority of this growth in suburban areas has occuned in well designed business parks. ' ' ' ' 1 ' ' ' ' ' 1 14 1 'J ? C 1 CITY AND NEIGHBORHOOD DATA cation The City of Eagan is a third-tier community located in the northwesterly part of Dakota County approximately ten miles South of Minneapolis/St. Paul. Eagan is bounded by several suburban communities including Inver Grove Heights on the East, Mendota Heights to the North, Burnsville to the West and Apple Valley and Rosemount to the South. ' Population Eagan has led the population growth in the Twin Cities area since 1980 according to Metropolitan Council figures. The City has experienced a very dramatic population ' growth as evidenced by the census figures of 10,398 in 1970, 20,700 in 1980 and an estimated population in eazly 1990 of about 45,000. ' Eagan is one of the largest cities in Dakota County, second only to Bumsville. The rapid growth rate is in part attributable to the availabIlity of raw land for development, ' convenient freeway/roadway access and the community's favorable south-central location in the metro area. Most Eagan families are two income households, and the median age of the residents is twenty-eight years old. The rapid population growth has required the construction of several public schools in recent years including a 1,200 ' student high school, a middle school and additional grade schools. , Transportation Strong development demand in Eagan has occurred since completion of the I-494 bridge over the Minnesota River in late 1983 and the opening of I-35E in 1985 which , dramaticaliy improved vehicular access to both Minneapolis and St. Paul as well as to the International Airport. The generally strong demand for land to accommodate new ' commercial, industrial and residential development has resulted in significant increases in unit area land values in comparison to those which prevailed in the early 1980's. ' Major highways and freeways in the vicinity of the subject property include I-35E less than one-quarter mile to the West, the Cedar Avenue (STH No. 77) about 1.6 miles to the West and STH No. 13 less than two miles to the Northwest. The principal arterial roadways in the immediate area include Diffley Road (County Road 30) about .4 miles ' to the North, Cliff Road (County Road 32) a near equal distance to the South and Pilot Knob Road (County Road 31) less than one mile to the East. The access qualities of ' Eagan and the subject neighborhood are best described as good to very good. Indu stries/Businesses , There are a wide range of industrial and commercial businesses located in Eagan. Prominent employers in the community include Blue Cross and Blue Shield of ' Minnesota, Unisys Computer Services Division, West Publishing, Northwest Airlines, Coca-Cola Company and the U. S. Postal Service, among others. While development in 1 15 ' ' ' ' ' ' many Twin Cities suburban communities has been on the downswing in recent years, Eagan for the most part has been experiencing favorable growth and development. One of the largest new developments has been the second addition to Cray Research located in the northeast corner of Eagan. A 60,000 square foot softwaze training facility has been completed, and either under construction of recently completed are a 200,000 square foot office building, a 174,000 square foot computer center and a 38,000 square foot wmmons building. West Publishing Company has undertaken a major development project near Wescott Road and Highway 149 which includes a 117,400 square foot professional center. The West Publishing master plan anticipates eventual development of about 2.4 million square feet of office space phased in over a riventy year period. ' An office development completed last year is the second phase of The Waters at 2900 Lone Oak Parkway. The development by L. A. Laukka Development Company may eventually total about 1.3 million square feet of office and warehouse space. Trammel ' Crow Company has at least temporarily shelved their plans for a major second phase of their Eagan Woods business office complex along I-494. ' Eagan has a wide range of shopping center and general retail development. One of the newest developments is Rahncliff Crossings. There is a possibility that a major retail ' development company from Des Moines, Iowa may pursue development of a regional mall in the vicinity of Dodd Road (Highway 149) and I-494. ' Residential Development 'I'he vast majority of residential development over the past two years has been of single family homes. According to a report by the Meuopolitan Council, Eagan was the ' leading community for the most single family permits issued during the third quarter of 1989 with 232. The total number of building pernuts issued for new single family homes in 1989 was 575, down approxunately twenty percent from the 723 building permits ' issued during calendar year 1988. Multiple family residential development has been very limited in recent years as will be discussed later in this appraisal. , Many of the recently platted lou for single family homes are oriented toward "upscale or high quality" housing which can be defined as homes selling for at least $150,000. , The average valuation of a new single family home exceeds $110,000 in Eagan. Fueling the demand for upscale housing is the limited number of desirable lots available in Apple Valley, Burnsville and parts of West Bloomington. I 1 1 1 16 ' 11 ' 1 ' ' t , 1 , NEIGHBORHOOD DESCRIPTION The subject property is located in the south= quadrant of the intersection of Duckwood Drive and Pilot Knob Road in Eagan, Minnesota. This intersection is a major intersection for access to the Town Centre Shopping Complex which is located in the southeast quadrant of the intersection of Interstate 35E at Pilot Knob Road and Yankee Doodle Road. This shopping center is located northerly across Duckwood ? Drive from the subject property. At this point, Pilot Knob Road was, in eazly 1987, a 10 '1?1 5Q 1- two-lane, undivided, rural section, blacktop roadway. There was no storm sewer in place nor any curb and gutter. There were no turn lanes. The roadway was a typical , t3'sc county roadway designed for country uses which had not been replaced. After the reconstruction of the roadway, Pilot Knob Road, in front of the subject property, has four drive-through traffic lanes. In addition, there is a right-turn lane in front of the subject and a traffic light at the intersection. Southbound traffic, tuming left onto Duckwood Drive in front of the subject property, has two left-turn lanes and a left- turn signal. In early 1987, the property surrounding the subject was partially developed. There existed a Superamerica service station on the north side of Duckwood Drive behind an automotive retail shopping center. This automotive mall had several different automotive related service businesses located within, and including, a Firestone service center and a small body shop. ' In 1987, easterly of the subject property was the Eagan Convenience Center which is a shopping mall designed by the owners for an acre consisting of Dairy Queen and some other food court uses sunilar to food courts in major shopping malls. The Dairy Queen ' has a drive-through auailable to it from the rear with a drive-up window on the easterly side. Southerly of the Convenience Center is a Kinder-Kare, a child care center. Southerly of the subject property is the First Minnehaha Bank facility. In 1987, there ' was no development westerly of Pilot Knob Road. At that time, the area was occupied by five single-family dwellings. ' 1 ' ' 1 1 17 1 ' SITE DESCRIPTION ' Area The subject property has 290.31 feet of frontage on Pilot Knob Road, 202.88 feet of ' frontage on Duckwood Drive and 31332 feet of frontage on Krestwood Lane. According to the calculations made by your appraiser, the subject property contains a total area of 64,910 square feet. ' Tonoeranhv The subject property is generally level and at street grade with Krestwood Lane. ' Duckwood Drive descends from Pilot Knob Road to Krestwood Iane over its 200 foot length adjacent to the subject property. The subject is somewhat lower than the elusting elevation of Pilot Knob Road. Based upon observations made your appraiser, it , appears that the southerly end of the property is approximately four feet below the existing elevation of the subject at the restaurant floor level and approximately six feet below the existing elevation of Pilot Knob Road at the intersection of Duckwood Drive ' and Pilot Knob which is the north side of the subject. Soils ' Soil tests have not been examined. Soils are assumed to be sound and capable of supporting the improvements as constructed. In the event that this should prove to be ' incorrect, then this report would be subject to re-examination and revision. Easements and Encroachments ' There do not appear to be any easements and encroachments to the subject which were apparent to your appraiser. ' Accessibility and Identity The subject property has excellent access and identity to Pilot Knob Road and the through-travelling public as well as persons destined for the Town Centre Shopping ' Mall who approach from the South. The subject is located somewhat below grade; however, the building and the signage on the building as well as pylon signs are quite visibie from both Pilot Knob and Duckwood Drive. The only poor feature of access is ' the requirement to tum to Krestwood Lane in order to obtain access to the facility. All traffic enters and exits from Krestwood Lane. This appears to be a function of the ' stacldng room available on Duckwood Drive since Duckwood Drive is a major collector street serving the Town Centre retail azea. t Zonine The subject property is zoned CSC, Community Shopping Center by the Ciry of Eagan. This zoning covers various retail uses normally encountered surrounding a major , shopping facility. ' 1 18 ' 1 t HIGHEST AND BE5T USE ANALYSIS The highest and best or most profitable use, as defined in the "Appraisal of Real ' Estate", 7the Edition, is "that use which, at the time of appraisal, is the most profitable likely use. It is the use that will provide the greatest return on the land after tbe requirements of labor, capital and coordination have been satisfied. Thus, it may be ' also defined as the available use and program of future utilization that produces the highest present land value." Underlying the theory of the highest or most profitable use is the theory of change. ' Change is ever present as all real estate, improved or unimproved can be described within the context of its place in a particular development cycle. Downtown urban land, , such as the Central Core District of Minneapolis, can be regarded as having a significant demand and, for those sites still in the core which remain as parking lots, or ' other types or vacant ground, the future potendal for development and transition from their present use, to a markedly different one, is readily foreseeable. ' The highest and best use of any given piece of ground should be analyzed not only in terms of its eacisting use with improvements constructed thereon, but also other possible uses should be considered which may be affected by zoning and planning changes, ' social needs and market demand. It should also be noted that land in its transitional state may appear physically to the , eye to have a suitable existing improvement constructed thereon. In fact, the value of the underlying ground may have risen to such a degree that the existing improvements cannot contribute sufficient income stream to provide a fair retum of capital on both ' the value of the ground and the improvements. Therefore, a situation can be created wherein immediate development may not be warranted, but the existing improvements have effectively become obsolete. ' In estimating highest and best use, we should consider those uses which are physically ' possible for the site, legally permissible and financially feasible. The highest and best use is that use, from all of the above uses, which produces the highest net return to the owner. Legally permissible uses are those uses which may be pernutted by current ' zoning and deed restrictions to the site. Feasible uses are those possible uses which would produce the highest net retum to the owners. ' Based upon my experience as a realtor and appraiser active in this area, it is my opinion that the highest and best use of the subject property is for a retail business-oriented to high traffic volume and ease of access. Therefore, the existing use of the subject t property, as a fast-food restaurant, represents the highest and best use of the site. ' 1 19 1 ' ' ' ' t 1 ' , ' I ' ' I ' I ' ' APPRAISAL METHODOLOGY T'he subject property is fully developed, fast-food restaurant site. It has a complete building with a brick, glass and aluminum exterior and interior design for lugh traffic use with quarry tile floors throughout and modern equipment. The exterior has been designed for traffic flow to allow the use of the driveup window which is a necessity in today's fast-food market. The appraisal problem is to determine the differential in value of the subject property, if any, resulting from the improvement of Pilot Knob Road. The theoretically best method of completing this assignment would be to find building sales both before and after the improvement of the roadway and compare the sale price. In a perfect world, a sale would exist just prior to the commencement of improvements and the same building would be resold after the assessment was levied. Any difference in the sale price would be accounted for by a time adjustment and the improvement of the roadway. However, this is not possible in the case of the subject properry. T'here aze no sales of existing facilities located on the roadway prior to the reconstruction of the roadway. 'nere are no sales of fast-food restaurants outside of the subject property and another Hardee's Restaurant owned by the owners of the subject property which have been sold in the City of Eagan within the last two years. The next superior method would be find a sale of a site prior to the improvements and a resale of that same site after the improvements. Again, no such sale is known to your appraiser. Therefore, your appraiser has reseazched the sale of sites in the immediate neighborhood for the period of time in question. We will analyze these sales to determine the effect of Pilot Knob Road on the property values. 20 ' ' ' ' MARKET DATA APPROACH TO VALUE The Market Data Approach is based upon the definition of "Market Value" as defined ' earlier in this report and postulates that there is a willing seller and a willing buyer, that neither is under abnormal pressure, both are fully informed conceming the property and its uses, and the state of the market for that property and finally that the property , has been eacposed on the open market for a reasonable time. Market Value has been described as a reflection of the reactions of typical users and , investors in the market. As in the Cost Approach, the Market Data Approach is aiso based upon the principle of substitution which, in this Approach, implies that a prudent investor will not pay more to buy or rent a property than it will cost him to buy or rent a ' substitute property with equally desirable characteristics. The Mazket Data Approach is essential in almost every appraisa] of the value of real , property. The application of this Approach produces an estimate of value of a property by comparing it with similar properties of the same type an class which have been sold ' recently or are currently offered for sale in the same or competing areas. The comparadve processes uulized in detemuning the degree of comparability between two properties involves judgment as to their similarity with respect to many value factors such as location, construction, age and condition. The sale price of these properties ' deemed most comparable tend to set the range in which the value of the subject property will fall. Further consideration of the comparative data will indicate to the appraiser a figure representing the value of the subject property; that is, the probably ' price at which it could be sold by a willing seller to a willing buyer as of the date of the appraisal. ' i bl e propert es as The data involved in the application of this process concerns compara well as the subject property and will vary with the type of property. Four categories of ' data, however, are basic and apply regardless of the type of property. They are; 1. Sale or asking prices of comparable properties. , 2. Conditions influencing each sale. 3. Location of each property. ' 4. Description of land and improvements of each property. Your appraiser has studied many properties that have sold in this area and in ' competing areas and has selected the following reported sales for thorough study and analysis. A map showing the location of each of the sales in relation to the subject properry is included on the following pages, and then each sale is individually reported , and discussed. Each of the sales selected was viewed by your appraiser, and a comparison was made of ' each sale to the subject property. Sales must be adjusted for such items as differences 1 21 1 , in topography, location, date of the sa1e, size of the tract, available utilities and other ' such items which would affect the sale price of the compared property. A determination is made as to whether the comparable is superior or inferior to the subject property in each area, and dollar amounts are added to or subtracted from the ' compared property sale price to arrive at a price for the subject property. Following the reported comparables will be found an adjustment analysis showing the adjustments made to each of the comparables and the resulting value factor indication. ' LJ 1 ' ' ' I ' 1 I 1 I 1 1 1 22 , ? 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I o o P i c fl : • L o? N ° "` ' ? C °?c•..'• ? ? wnwa. i Swn?an n ? . Le.t. Park ,? ?, i We • ? e ¢ ?? ? • Y? ? ^ _ ^ o y ? ??... .. !. [ dfilfl'n0 • • .....?. 5 ? M.wuM c? i; q m ' c RD, rvD. 3o?0 •'• o y s. ?? /? . e \\?uuirv L?k 41pDIf( EY ? n.y f [ § p a i?'•°?,t ? n ..ra `? ?o i'y. n ; o.ayu=t: i v :j; T ? .? ?? p - a '''•; ??? d ?`?. i S a L _ r??' " ,y? ? a :°?;•' e ° ``i 3 : ' ? ? ??'°" ? : .? c ? ? , o n ? ! ` c ? ` f. a? "wi e• _ ?a -'°?n E? .. r .a e ?? • ( ....: o % m f nvw fY 8 ? 4? 5? __ ? ` ?' ? e m.e i?¦ ? • ' 3 ? ' , ? ? ? ? ? P?r4 s y 3r??.ei' ? e , e +p3r. G i: o• _•z? i d ~ , ? • r qh? ? 8 ? „ ' H ? ? ? ' d : P?rY ,C • . L • `y • ?p ?.?? ...?e. ,w ? :41°4 e , ? ' f . C ' •` '• ` ? Y,,. "'? ? , ? $ oAl ^ 4=r??L ` y`L 9 ?'J i.r.ou ? O? I c? } iy ?,?, i?, ./2r.umu ? • o 4 aC0 RD =a3 =i ]...e } Po 1 ••++ CL F?RD af 4;; a •?'?° `e... • CLI FRO. Y . ? Y p d' ? ? d ? W' 3 . .ox.. , ? °` ` m • 1 ? ' °` i 6 d'?a'q, ? 'e ? ? ` ? i ? ? (,`9 y .[ ? S p • ? • ? _ . a ? t , • 'n ° CJ pd` a' ? NWand C? ? 1 ixor?s J := u' 4y ? ? p : ; ? ? ? ° r 6 A ° ? - + J 4 : ' ' ' ` ° •"' : ? a ? ; o ^ ? ' .? ° dni v + DAI(OiA . = i COUPITY PAEB " • -----34-----? ?---35- i. h' --- ? 3?rn 3?J rt .u? 14?.s?wn u S- \c/ .n ISu.rn '? °yrNe, E r.^"? g• 3,, o.. s ? O. CAMP HV'i'fIITI . ? 40 6? 16? ? z z r 7. snvo ?++..nwonp aao o` ? v _ sean ur. . IH O m n ? Jauen lake ? ? . •. .? YO v. ` y r< llwr. 21.n ? -- ? --- --- , '--- u...,, - -- - - ? 1 I VdilYVOOd I I MuniciDV c Couti . ? ] 77 ? o GoV ? ? noxe ? ze.x ': • o ? i ? o u ? owwc _ . ,• Lublfu?J !L_- __- _ C C W ' i?TM ? ? ? Z CO.RD 38 Y ? - S ??[ c? V !t !t 1?nr? Comparable IVlarket Data ' ' ' ' ? ' ' ' , ' ' ? 1 ' 1 1 ' ' ' C = ?\o? ??eO P .x.xar. ,O L. A EORGE W. „ LOT I 8 GIL-=S ADUN ' ? oucKwooo_.__ ={ ia ss `e I s- _ OO ??? v I I' i E :J ? = Lu i I ? ' iq y . ?. ? i Oh .?. . ? i Aotri coA Q /Q(1. ? COMPARABLE SALE NO. 1 LOCATION: 3585 Pilot Knob Road, Eagan LEGAL: East 264 feet of North 1/2 of SE 1/2 of NE 1/4, Section 16, Township 27, Range 23 except Parce153 MNDoT ROW Plat 19-52; now platted as George W. Giles Addition DAT'E OF SALE: December, 1988 BUYER: Phillips 66 SELLER: Eileen F. Giles and Henry J. Bruestle ZONING: CSC, Community Shopping Center LAND AREA: 82,618 Square Feet LITTLI'ITES: All available SELL.ING PRICE: $750,000 VALUE FACTOR: $9.08 Per Square Foot REMARKS: This is now developed as a Phillips 66 Service Station site. 24 1 ' OUCi(Wy^n DRN, ?9 SP ? . ,,OO 2 ? ? I' GK ? i O? ?or i PpND ?? g ' ? s. ? ? ?? ? ? i:. u If R_vised 9/90 ?? - - - AL_: q ------- LOT 2 .,.. y ? a ? N i e ot ' Ul 0 N a : Y J t EN yy\ LL u ? L j , V a LL > ' C ? saa. ?3 ' COMPARABLE SALE NO. 2 ' LOCATTON: Duckwood Drive at Pilot Knob Road, Eagan ' LEGAL: Lot i, Block 2, Pond View Addition DATE OF SALE: 7une, 1989 ' i I C BUYER: ng, nc. Duckwood ross ' SELLER: Pilot Knob Developers ZONING: CSC, Community Shopping Center ' LAND AREA: 61,655 Square Feet ' TOPOGRAPHY: Apparently good soiLs ' UTII.I'TIES: All available SELLING PRICE: $461,222 ' F F 8 P S $ VALUE ACTOR: er quare oot 7.4 ' 1 25 ' ' ' , ' , 1 , , 1 ' ' , , ' 1 1 ' 1 LOCAT'ION: LEGAL: BUYER: SELLER: ZONIlVG: LAND AREA: TOPOGRAHY: U'TILTTIES: SELLING PRICE: VALUE FACTOR: an 0 Np ? f / , I I Revised 9/90 ? ? - ? -------- 00 I I ? i 7?1`1 Lor i h. LOT 2 C7 '" l7 . n Z ? N ? N N 0 I l J.? ? ry LL L U c ? aa 00 aa ? J a c a a LL O ? COMPARABLE SALE NO. 3 Duckwood Drive and Pilot Knob Road, Eagan Lot 1, Block 1, Duckwood Crossings Holiday Station Stores Duckwood Crossings, Inc. CSC, Community Shopping Center 40,738 Square Feet Flat, assumed good soils All available $381,265 $9.36 Per Squaze Foot 26 1 t REMARKS: This is the sale of the sale property shown in Compazable No. 2 after replatting the property and reducing its size ' from about 62,000 square feet to about 41,000 square feet. The balance of this property was added to a parcel owned ' by the buyer adjacent and southerly of the compazable. lid Ser i St ti n it Thi i l d H d v s now eve ope as a o ay ce a o s e. s ' ' ' 1 ' 1 ' , 1 ' 1 ' ' 1 27 ' ?-x ' `? s s FRANKS NURSERY AND CRA TS DUGKWOOD ' ADDITION SQUARE Lp7 I L07 I ._ . " _• - T ' e BLK. i ai- K. i Rt . . ,:. , :i caRe -- AD DtTI ON - M ' ' .. c., .?ve .a....._- ?! - - _ _ •l56L i6))} 4 ?? _ pr ?vp p= Vacant Land ' COMPARABLE SALE NO. 4 ' LOCAT'ION: Duckwood Drive, East of PIlot Knob Road, Eagan I,EGAL: Lot i, Block 1, Duckwood Square ' DATE OF SALE A il 1990 : pr , ' BUYER: Metro Center Developers SELLER: Pilot Knob Associates ' ZONING: CSC, Community Shopping Center ' LAND AREA: 157,888 square feet, net of roads ' TOPOGRAPHY: Flat, apparently good soils UTILITTES: All available ' SELLING PRICE: $810,609 ' VALUE FACTOR: $5.13 Per Squaze Foot REMARKS: This is now the location of a small strip shopping center ' anchored by a Goodyear Tire and Auto Service Center. ' 28 ' t ' 1 , ' , ' ' ' ' ' I ' ' ' ' , 1 1 /v IooD ,._ --- - . ? -- ? R AND B \?` I s:r rtvo.o nr .o. oE -•. ADDlT10 N ? L At• A!' ? v ^ -1 (? ?tl I L ? I I .?r41 - u?-4.N ? ..'YS 6 x i<Vf f?[ Irt ?? • ??? COMPARABLE SALE NO. 5 LOCATION: South Side of Duckwood, West of Denmark Drive, Eagan LEGAL: SE 1/4 of NW 1/4 Section 15, Township 27, Range 23 lying South of southerly line of plat of Town Centre 70 lst Addition; now platted as R& B Addition DAT'E OF SALE: September, 1987 BUYER: R & B Investors SELLER: Pilot Knob Associates ZONING: CSC, Community Shopping Center LAND AREA: 77,223 Square Feet TOPOGRAPHY: Apparently good soIls UTILITIES: All available SELLING PRICE: $332,079 29 ' 1 , VALUE FACTOR: $4.30 Per Square Foot REMARKS: This site is now occupied by True Value Hardware Store ' and Specialty Food Market. ' n ' ' ' ' , ' , ' ' ' ' ' 1 30 1 1 ' ? ' 1 1 1 1 ' 1 ' 1 1 1 1 ' 1 ' i . CJ BLOLK ? '?-• ? r FF2ANKS 3 = 9 ° ••` NUPSERY ? ` '„??„ c > AND ? ?Q??N°?` CRAFTS ? ? ?-r?-- ? i,'•. c;6rtjEP - ADDITfON R Y } A. ° LpT I BLK. I ; 0 r ? wuJ• '0't' 'i Q U1RE KIhDER -- : z ? TON - ADDI T ? 4a L O i(N , COMPARABLE SALE NO. 6 LOCATION: Krestwood Lane between Duckwood Drive and Crestridge Lane, Eagan LEGAL: Outlot A, Eagan Convenience Center; replatted as Lot 1, Block 1, Kinder-Kare DATE OF SALE: January, 1987 BUYER: Kinder-Kare, Inc.] SELLER: K Charles Properties, Inc. ZOrTING: CSC, Cotnmunity Shopping Center LAND AREA: 42,837 Square Feet iJTTLTI'IES: All available SELLING PRICE: $263,189 VALUE FACTOR: $6.14 Per Square Foot REMARKS: The site is now developed as a Kinder-Kare Child Care Center. 31 , ' ? 1 ' 1 ' 1 1 1 ' ' ' ' 1 1 1 t ' r-?------- _ ----_?--.--------r, t= -? " _ .` . i• •'.?!!'?? .??' R7 ? j I NI:s• , C1P , :r:-- ?? Subject Ij ? iorM' ? l•qc. 5?0? I? '. 2 ? CEN1R(/I J 0F .? I 00?` ? ? I ( e- ?. ' ?.?/ ? SEI I Q +Q ?o s I- O OCC 7/. Nl ?" ? t?' p4 I ?: to'? -8- ZV/1 ?COMPARABLE SALE NO. 7 LOCATION: 1325 Town Centre Drive, Eagan I.EGAL: L.ot 1, Block 1, Town Centre 70 Ninth Addition DATE OF SALE: January 26,. 1988 BUYER: Pizza Hut of America SELLER: Eagan Tower Office Building Partnership ZOr1ING: CSC, Commumty Shopping Center LAND AREA: 35,411 Squaze Feet TOPOGRAPHY: Generally level, assumed good UTILITIES: All available SELLING PRICE: $247,171.50 VALUE FACTOR: $6.98 Per Square Foot REMAFtKS: This site is now developed as a Pizza Hut Restaurant. 32 ' ' ' ' ' ' , ' , 1 1 ' ' ' ' ' ' , ' ? ?pN j ? .? ? •?iM/ ?0 S O ?Q ? e?? r. ? tA? I • 10 ? •n,? i i'? G I . I =1(/ To?Y / I O i 2 amc. ? I y ?, 'ZV Su6ject I?• A! I ` 1 I ? TENTM " ? ' . ? ?Z>` I TOMH CENtPC , Q ?? ' I f'' To' •\ _ I /O > i 0 ? I ? ?•_+?^ ?..?L+?}` _ •\? ?? \ I COMPARABLE SALE NO. 8 LOCAT'ION: 1355 Town Centre Drive, Eagan LEGAL: Lot 1, Block 1, Town Centre 70 Tenth Addition DATE OF SALE: Apri128, 1988 BUYER: Esberg Limited Partnership II SELLER: Eagan Tower Office Building Partnership ZONING: CSC, Community Shopping Center LAND AREA: 43,690 Square Feet TOPOGRAPHY: Generally level, assumed good LTTILITTES: All available SEL.LING PRICE: $652,000 VALUE FACTOR: $6.96 Per Square Foot REMARKS: This site is now developed with a car wash. 33 1 , 1 ' ' ' 1 ' ' 1 ' ' ' ' 1 ' 1 1 ' ?Q ee . A?L DUCRWOOD_ -DRIVE _ I"1 I /? V1E`r? I ? I pOND I I I Subject i ? Z } , , I , ? •o. i J_ COMPARABLE SALE NO. 9 LOCATION: Pilot Knob Road and Interstate 35E LEGAL: Lot 1, Block 1, Pondview Addition DATE OF SALE: August 8, 1958 BUYER: Eagan Medical Office Building Partnership SELLER: Pilot Knob Development ZONING: PD, Planned Development LAND AREA: 96,192 Square Feet TOPOGRAPHY: Assumed stable UTILITIES: All available SELLING PRICE: $337,531.46 VALUE FACTOR: $3.51 Per Square Foot REMARKS: This site is now developed with a multi-tenant, medical office facility. 34 ' I ADJUSTMENT FACI'ORS ' nme A time adjustment is made of 7.75 percent per yeaz from 1987 through 1990. This adjustment is made based upon Comparable Sale No. 4 and No. 5. These sales are ' adjouung parcels of similar land with the only major difference being a date of sale. Sale No. 4 took place in April of 1990. Sale No. 5 took place in September of 1987. ' Differential indicated a time adjustment of 7.75 percent per year. It has been your appraiser's overall experience in the market place that the values of land have followed approximately the inflation rate. However, in this case, we are slightiy above the ' normal adjustment of four to six percent per year for the last three to four years. Location ' Adjustments are made to each of the comparables for a difference in location. It is my opinion that the sales of property on Town Centre Drive represent similar values in location to the subject property. Those properties located off Town Centre Drive on ' Duckwood Drive showed a differential in price of approximately fifty percent more than propenies located off the highly traveled roadways. The adjustments are made based upon comparisons of Sales 4, 5 and 9 with Sales 7 and 8. ' ' Tonoerauhv It is my opinion that the subject property, which is somewhat below grade, suffers a diminution in value due to its topography. Based upon my experience, I have reduced ' each of the comparable sales by ten percent. Size , Sale No. 4 is considerably larger than any of the other comparables. A comparison with the property adjoining Sale No. 5 would indicate a five percent differential for the size of the property after adjusting for the time of sale. Sale No. 4 was approximately twice , the size of the subject property and most of the adjoining comparables. It was, therefore, adjusted downwards by five percent to account for ttus difference. ' The comparables are all adjusted for time so that each is on an equal basis. Adjustments are then made to the time adjusted value factor to arrive at an indicated ' value for the subject after all adjustments are made. 1 ' ' 35 ' ' ' ' ' 1 1 ' ' ' 1 1 ' ' 1 ' 1 ' ' ' Location Zoning / use Area in Sq. Ft. Topography Soils Sale Price Date of Sale Demloition Costs Adjusted Sale Price Time Adjustment Adjusted Sale Price Per Square Foot Value Factor Adjustments Location Topography Size Total Adjustment Indicated / S.F. Subject Sale 1 Sale 2 Sale 3 Pilot Knob 3585 Pilot Knob Pilot Knob Pilot Knob CSC CSC CSC CSC 64,910 82,618 61,655 40,738 level,below grade level,at grade level, at grade level, at grade good good good good NA $740,000.00 $461,222.00 $387,265.00 NA Dec-88 Jun-89 Oct-89 NA $10,000.00 $0•00 $0.00 NA $750,000.00 $461,222.00 $381,265.00 NA 1.12 1.07 1.05 NA $837,750.00 $493,507.54 $400,32825 NA $10.14 $8.00 $9.93 1.00 1.00 1•00 0.90 0.90 0.90 1.00 1.00 7.00 0.90 0.90 0.90 $9.13 $7.20 $8-84 ' 1 1 1 1 ' 1 ' 1 , 1 1 ' t 1 ' 1 1 1 Subject Sale 4 Sale 5 Sale 6 Location Pilot Knob Duckwood Duckwood Krestwood Zoning / use CSC CSC CSC CSC Area in Sq. Ft. 64,910 157,888 77,223 42837 Topography level,below grade level, at grade level, at grade level, at grade Soils good good good good Sale Price NA $810,609.00 $332,079.00 263789 Date of Sale NA Apr-90 Sep-87 Jan-87 Demloftion Costs NA $0.00 $0.00 $0.00 Adjusted Sale Price NA $810,609.00 $332,079.00 $263,189.00 Time Adjustment NA 0.77 0.97 1.03 Adjusted Sale Price NA $622,142.41 $322,176.63 $271,084.67 Per Square Foot NA $3.94 $4.17 $6.33 4alue Factor Adjustments Location 1.50 1.50 0.95 Topography 0.90 0.90 0.90 Size 0.95 1.00 1.00 Total Adjustment 128 1.35 0.86 Indicated / S.F. $5.05 $5.63 $5.41 1 ' 1 1 1 ' ' 1 1 ' ' 1 1 1 , ' 1 ' ' Subject Sale 7 Sale 8 Sale 9 Location Pilot Knob Town Cent Dr Town Cent Dr Duckwood Zoning / use CSC CSC CSC CSC Area in Sq. Ft. 64,910 35411 93690 96192 Topography level,below grade level, at grade level at grade level at grade Soils good good good good Sale Price NA 247171 652000 337531 Date of Sale NA Jan-88 Apr-88 Aug-88 Demloition Costs NA $0.00 $0.00 $0.00 Adjusted Sale Price NA $247,171.00 $652,000.00 $337,531.00 Time Adjustment NA 0.95 0.92 0.90 Adjusted Sale Price NA $234,194.52 $601,470.00 $302,090.25 Per Square Foot NA $6•61 $6•42 $3•14 Value Factor Adjustments Location 1.00 1.00 1.50 Topography 0.90 0.90 0.90 Size 1.00 1.00 1.00 Total Adjustment 0.90 0.90 7.35 Indicated / S.F. $5•95 $5•78 $4•24 , ' VALUE BEFORE IMPROVEMENTS t T'he Project No. 466 of the City of Eagan and County of Dalcota, which is the improvement of County Road 31, Pilot Knob Road and related utIlity improvements, ' was first announced in September of 1986. The City had ordered in the improvements in the fall of 1986; however, the project did not commence construction until spring of 1987. Based upon attorney's advice, I have used spring of 1987 as the date of valuation ' before the improvements to Pilot Knob Road. I have used Comparable Sales 4 through 9 to value the subject property prior to the ' improvements for Pilot Knob Road. On the previous pages will be found comparable adjustment sheets showing all adjustments made to the compared properties. It is my opinion that Sales 7 and 8 are most representative of the subject property. Sales 5 and ' 6 are somewhat less representative since adjustmenu are required for the location. It is my opinion that Town Centre Drive, which is a ring-road surrounding the Town Centre 3hopping Center, was at the time before the improvement of Pilot Knob Road, similar ' in quality to the subject property. Sale No. 5 was located beyond the normal driving movements from Pilot Knob Road down Duckwood to Town Centre Drive. Sale No. 6 was located on Krestwood Lane further South than the subject property and would h hi h i ' t g necessitate a turn to the right rather than the normal left-hand turn associated w volumes of traffic going to the Town Centre area. ' Based upon the above information, it is my opinion that the subject property had a value, prior to the improvements of Pilot Knob Road in April of 1987, of $5.75 per , square foot. The subject property, according to my calculations, contains a total area of 64,910 square feet giving it a value of $373,232.50 which is rounded to $375,000. ' THREE HLJNDRED SEVENTY-FIVE THOUSAND DOLLARS ' ' ' , ' 1 39 ' ' ' ' ' ' ' ' ' ' , ' L , ' ' , , ' VALUE AF'I'ER IMPROVEMENTS As I have described before, the project consisted of the improvement of Pilot Knob Road. It was upgraded from a rural *o two-lane, blacktop county roadway to an urban cross-section including four lanes of through traffic, a right-turn lane and two left-turn lanes providing traffic movement onto Duckwood Drive adjacent to the subject property. In addition, a stop light was installed as well as trails on both sides of the roadway. Sales 1, 2 and 3 are located on Pilot Knob Road at Duckwood Drive. All of the sales were completed after the improvements to Pilot Knob Road was completed. All our located on the same intersection with the subject property. Each of the comparables is considered superior to the subject in topographic characteristics. Based upon the above information, it is my opinion that the subject property, after the improvements of Pilot Knob Road in July of 1990, the date of assessment by the City of Eagan, had a value of $9.00 per square foot which, when applied to the size of the subject property, indicates a value to the subject property of $584,190 which is rounded to $580,000. FIVE HUNDRED EIGHTY THOUSAND DOLLARS 40 y0 6e V-er vlSt'? I ' ' CONCLUSION ' The problem is to determine whether or not the property values increased due to the improvements of Pilot Knob Road. As I explained previously, there were no ' comparable sales available for a building adjacent to Pilot Knob Road before and after the improvements which would indicate values to the subject. T'here were no sales of sites sold on Pilot Knob Road before and after which would indicate directly the value ' increase of a site. However, there are several sales of sites in the immediate area of the subject with similar characteristics and also sales on Pilot Knob Road after the completion which tend to indicate value of the site. , The improvements on the site are not considered to be over improvements of the site. The densiry of development is quite similar to the adjoining corners. It is my opinion ' tbat the existing facility could quite easily be converted to alternate uses should the existing fast-food restaurant prove to be not economically viable. It is my opinion that several other fast-food restaurant chains would be quite interested in purchasing this ' site or the possibility exists of converting it to a service station-type use similar to those uses westerly of Pilot Knob Road. ' The conclusion of value, prior to the improvements as of April, 1987, was $375,000. The conclusion value, after the improvements were completed in July of 1990, the date ' of assessment, is $580,000. All of the sales were adjusted for time to the same dates leaving the only unaccounted for change as the improvements to Pilot Knob Road. The City of Eagan's proposed assessment is $19,590.88 for street improvements and ' $2,949.22 for the trail installation for a total of $22,540.10. The value differential indicated is $205,000 which is well in excess of the proposed assessment. ' Therefore, it is my opinion that the proposed assessment of the property in the amount of $22,540.10 for the improvements to Pilot Knob Road is justified and warranted by the property value increases. 1 1 ' ' ' ' 41 1 ' 1 1 1 1 ' ' 1 ' 1 ' 1 CERTIFICATE The undersigned does hereby certify that, except as other noted in this appraisal report; 1. I have personally inspected the subject property. 2. I have no present or contemplated future interest in the real estate that is the subject of this appraisal report. 3. I have no personal interest or bias with respect to the subject matter of this appraisal report or the parties involved. 4. That the compensation is in no manner contingent upon the value reported. 5. To the best of my knowledge and belief, the statements of fact contained in this appraisal report, upon which the analyses, opinions, and conclusions expressed herein are based, are true and correct. 6. This appraisal report sets forth all of the limiting conditions (imposed by the terms of my assignment or by the undersigned) affecting the analyses, opinions and conclusions contained in this report. No pertinent information has knowingly been withheld. 7. This appraisal report has been made in conformity with the provisions of the Code of Ethics, the Standards of Professional Practice and Conduct, and the By-Laws of the Society of Real Estate Appraisers as the same may be amended from time to time. , 8. No one other than the undersigned prepared the analyses, conclusions and opinions concerning real estate that are set forth in this appraisal 1 report. I am currently certified under the Society of Real Estate Appraisers continuing education program. t 9. Neither all nor any part of the contents of this report (especially any conclusions as to value, the identity of the appraiser or the firm with which he is connected) shall be disseminated to the public through ' advertising media, public relations media, news media, sales media or any other public means of communication without the prior written consent and approv f the undersigned. 1 ark . Parranto ' 42 ' , ' LIMITING CONDITIONS AND ASSUMPTIONS ' This appraisal is made subject to the following limiting conditions and assumptions. , The legal description furnished me is assumed to be correct. ' I assume no responsibility for matters legal in character, nor do I render any opinion as to the tifle, which is assumed to be marketable. This property is appraised as though under responsible ownership and competent management and unencumbered. 1 Any sketches and pictures in this report are included to assist the reader in visualizing the property. , I have made no survey of the property and assume no responsibility in connection with such matters. ' No soil test boring data has been provided to the appraiser for consideration. ' Consequently, I am assuming the site has favorable soil conditions to allow development and use consistent with zoning allowances subject to any observations/qualifications made in the "Site Description" section of this appraisal ' report. I believe to be reliable the information identified in this report as being fumished to me ' by others, but I assume no responsibility for its accuracy. Possession of this report, a copy thereof, or any part thereof, does not carry with it the ' right of publication nor may it be used for any purpose by anyone but the applicant or by previous written consent of the appraiser and the applicant and in any event, only with property qualifications. , I am not required to give testimony or attendance in court by reason of this appraisal ' with reference to the property in question unless arrangements have previously been made therefor. , The distribution of the total valuation in this report between land and improvements, if any, applies only under the existing plan of utilization. ' Neither all nor any part of this report shall be conveyed to the public through advertising, public relations, news, sales or other media, without the written consent and approval of the author, particularly as to valuation conclusions, the identity of the ' appraiser or firm with which he is connected. In this appraisal assignment, the existence of potentially hazardous material used in the , construction or maintenance of any building, such as the presence of urea formaldehyde ' 43 ' ' foam insulation, or the possible existence of toxic waste, which may or may not be ' present on the property, or the potential presence of radon or any other sunilar material, has not been considered. The appraiser is not qualified to detect such substances. We urge the client to retain any expert in this field if desired. ' , 1 ' , ' ' 1 ' ' ' I 1 ' , 44 1 ' ' APPRAISAL QUALIFICATIONS OF ' MARK S. PARRANTO 3914 Cedarvale Drive ' Eagan, Minnesota 55122 (612) 454-1600 GENERALBACKGROUND ' * Life-Long resident of St. Paul area 1968 ' BA Degree - College of St. Thomas ' , * 1969-1974 Accountant, Gould, Inc, Mendota Heights, MN; Plant Controller, Gould, Inc., Memphis, TN J. E. Parranto Associates, Inc, Realtors, President,Parranto Associates * 1974-Present ' , specializes in sales of tracts of land for development. * 1987-Present, Delta Development, Inc., a residential land developer, Vice President. Delta has completed over 500 single family lots in several developments in the south ' metro area. ' Former member of Eagan City Council ' ' Condemnation Commissioner - Dakota County APPRAISAL EXPERIENCE AND EDUCATION Sociery of Real Estate Appraisers, Course 101 Residential Appraisal ' American Institute of Real Estate Appraisers, Course I-B , ' Society of Real Estate Appraisers Course 201, Principles of Income Property Appraising ' Society of Real Estate Appraisers Course 202, Applied Income ' Property Valuation ' Numerous real estate and appraisal seminars ' Partial client list; ' Northwestern Mutual Life Insurance Co. Minnesota Bank of Eagan ' Metropolitan Waste Control Commission Hennepin County Parks Department City of Falcon Heights ' City of Eagan St. Paul Companies ' Cliffroad Properties Dunn and Curry, Inc. Chrysler Credit, Inc. , Western Life Insurance Co. Chrysler, Inc. Kline Oldsmobile ' Cummins Engine 45 ' , ' Tilsen Homes, Inc. ' Pine Bend Development Numerous appraisals for attomeys, individuals and banking institutions , MEMBERSHIPS ' Society of Real Estate Appraisers-Designated Member, Senior Real Property Analyst ' * Dakota County Board of Realtors ' Sensible Land Use Coalition ' Urban Land Institute ?I p ' ' 1 ' 1 ' ' t 1 1 46 ' Clty of Eaaan 3830 Pilot Knob Road Eagan MN 55722 Phone: (651) 675-5675 Fax: (651) 675-5694 ----------------, ? C?/' j Permit #: ? Pertnit Fee: I I ? ? Oate Received: IT2 -_3 I ? Stafr: --------------- - 2008 MECHANICAL PERMIT APPLICATION Date: SiteAddress: 3 9 '71?_ kK'eS-}wor.f lo„p Tenant: )% f`J P/ u i Suite #: RESIDENT / OWNER Name: 'T i t'r S 'p i4 S Phone Address / City/ Zip: ?,SC7 K- k'trS'y +../ct?.•P f. u r-P CONTRACTOR Name: A 'Co (<c, wi /1G: t License #: h PC A? 3 7 a n Address:.31U? S Pr: n? $f A) A?- City: Mr State: M 1? zip: S S 4(3 Phone: C.n ( a- 3 3/- X S,0 Contact Person: ? i Y.? l. 4 f Soi? TYPEOFWORK _New ?Replacement _Additional _Alteration Demolition e GiP (o . R LvL1e u c, v:( '?? 'r -!,?dl cY " _ ' O U M . tR N ' RESIDEMIAL COMMERCIAL PERMIT TYPE Furnace _ New Construction _ Interior Improvement Air Conditioner _ Install Piping _ Processed Air Exchanger _ Gas _ EMerior HVAC Unit ' _ HVAC units must 6e screened _ Heat Pump ZUnder / Above round Tank ? Install! ?Remove) O[her " When ins a mg/removing tank(s), call for inspection by Fire Marshal and Plumbin Ins ector RESIDENTlAL FEES: $50.50 Minimum Add-on or aiteration to an existing unit (includes $.SO State Surcharge) $90.50 Fire repair (replace burned out appliances, ducNrork, etc.) (includes $.50 State Sufcharge) $ TOTALFEE COMMERCIAL FEES: $70.50 Underground tank installation/removal OR Contract value $ 7e900 x i% $50.50 Minimum (includes State Surcharge) (? (? I1 =$ ? 49. SO Permit Fee ? U? LS ?? ?J W E D - If Permit Fee is les5 then $1,OOQ surcharge is $.50. I n) Sv S S ? - If Pennd Fee is >$1,000, surcharge increases by $,50 for eacd U Ifn , Q (? _$ . tate urcharge ? ` 20??g 57,000 Permit Fee (i.e. a$1,001-$2,000 Permii Fee requires a$1.OO s4Stc h? ge ry. ' $ Il, Uo TOTAL FEE I hereby acknowledge that ihis infonnation is complete and accurate; that the work will be in conformance with the ordinances and codes of the City of Eagan, that 1 understand this is not a permq but only an application for a permit, and work is rrot to start vnthou permit, that the work will be in accordance with the approved plan m the case of work which reqmres a review and approval of plans x c-? u W1" lc . ?..aYSUv? X CLM'°1_ ApplicanYs Printed Name Apply*Ys Signature City of Eaali 3830 Pilot Knob Road Eagan MN 55122 Phone: (651) 675-5675 Fax: (651) 675-5694 r For u Permit #: 9// / 3 Permit Fee: / ,v, 06 Date Received: Staff: 2009 COMMERCIAL BUILDING PERMIT APPLICATION Date: 0t/0 Site Address: / �5 14X --Cid /L-.• Tenant Name: ',s" 9^f,('-' 6' r z) (Tenant is: New / Existing) Suite #: (a51.- 4/So?- )4/: t/2 013 077` .i rmerTenant: PROPERTY OWNER Name: /Cpr..8, is #a#. a (O/...� Phone: Address/City/Zip: -2 d. (fe$I s -/),...e/ 14/• 5Se'a...1',"do /iem.- Applicant is: Owner Contractor TYPE OF WORK Description of work: 2c)X y Construction Cost: � o0 CONTRACTOR Name: 411.,5/110.3 Address: .CS q — A'K 5 lG� License #: City: Eta., Phone: 57-0z- z- y09)/ Contact Person: State: i— Zip: "/Z 3 GAive LPe,� ARCHITECT / ENGINEER Name: Registration #: Address: City: State: Zip: Phone: Contact Person: Licensed plumber installing new sewer/water service: Phone #: NOTE: Plans and supporting documents that you submit are considered to be public informatiol the information may be classified as non-public if you provide specific reasons that would Perr conclude that they are trade secrets. 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 nd-this..isAot a permit, but only an application for a permit, and work is not to start without a permit; th. work wil ccordance with the approved plan in the case of work which requires a review and approval of plans. Appl c nt's Printed Name pez- Applicant's Signature Page 1 of 3 DO NOT WRITE BELOW THIS LINE SUB TYPES Foundation Apartments Lodging Miscellaneous WORK TYPES New Addition Alteration Replace Retaining Wall DESCRIPTION Valuation Plan Review (25% 100% ) Census Code # of Units # of Buildings Type of Construction _ Public Facility Commercial / Industrial Greenhouse / Tent ! Exterior Alteration -Commercial Antennae m., - Eeror,Iteration-Public Facility Accessory Building Exterior Alteration -Apartments Interior Im'p'ovement — Exterior Improvement Repair Water Damage 3 007't REQUIRED INSPECTIONS Footings (New Building) Footings (Deck) Footings (Addition) Foundation Drain Tile Roof: _Decking _Insulation Framing Occupancy Code Edition Zoning Stories Square Feet Length Width Ice & Water _Final Fireplace: _Rough In _Air Test _Final Insulation Meter Size: Siding Reroof " Demolish Building* Demolish Interior Windows Demolish Foundation Fire Repair Salon Owner Change *Demolition of entire building - give PCA handout to applicant MCES System SAC Units City Water Booster Pump PRV Fire Sprinklers Sheetrock nal / C.O. Required Final / No C.O. Required HVAC Other: Pool: _Footings _Air/Gas Tests - Siding: Stucco Lath _Stone Lath Windows Retaining Wall Erosion Control Final Brick Final CIO Inspection: Schedule Fire Marshal to be present: Yes No Reviewed By: AA,‘ L L • Building Inspector Reviewed By: , Planning COMMERCIAL FEES Base Fee Surcharge Plan Review MCES SAC City SAC S&W Permit & Surcharge Treatment Plant Treatment Plant (Irrigation) Park Dedication Trail Dedication Water Quality /30.. Water Quality Water Supply & Storage (WAC) Storm Sewer Trunk Sewer Trunk Water Trunk Street Lateral Street Water Lateral Other: TOTAL Page2of3 Ca) ck Us -)00 J REVIEWED PLANS MUST REMAIN ON JOB SITE 3 WE, err.S 10 GINS cN 1_ LU a ATE. "1/11/01 BUILDING INSPECTIONS DIVISION LOGISMap Output Page Page 1 of 1 1itt„•//rric lncric rr�/T CV TR Arr.TMS/imc9ServiceName=ea T,C)CTTSMan OV&ClientVersie... 9/14/2009 uoliewaopi Awe apis esaanaJ e8S up m 0 •H c3, o `o to 0 i. cv CV) cn r• 0 Ln <a Use BLUE or BLACK Ink For Office Use Permit /111/S111111iP City of Ea[au ' t� 1 Permit Fee: 90'' 3830 Pilot Knob Road Eagan MN 55122 RECEIVED Date Recnred: _ /� Phone: (651)675-5675 �T Fax:(651)675-5694 MAR - 6 2017 Staff: V4111 2017 COMMERCIAL BUILDING PERMIT APPLICATION Date: 02/23/2017 Site Address: 3595 Krestwood Ln Tenant Name: Tire's Plus (Tenant is: New f X Existing) Suite#: Former Tenant Name: BSRO Phone: Property Owner Address!City,zip: 333 east Lake ST. Bloomingdale, Illinois 60108 Applicant is: Owner X Contractor Type of Work Description of work: Complete re-roof, New TPO Adhered system Construction Cost: $72,211 Name: Rosenquistroofing License Address: 2514 24th ave s City: Contractor Minneapolis State: Mn Zip: 55406 Phone: 612-724-1356 Contact Arden Anderson Email: ardiea©rosenquistroofing.com Name: Registration#: Architect/Engineer Address: City: State: Zip: Phone: Contact Person: Email: Licensed plumber installing new sewer/water service: Phone#: 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 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 requires eview and approval of plans. x A0k71/ Applicant's Printed Name Applicant's Signature Page 1 of 3 3 - �- 46.1%1°Cf(i‘TE BELOW THIS LINE 1 q/ SUB TYPES _ Foundation _ Public Facility _ Exterior Alteration-Apartments .✓Commercial I Industrial _ Accessory Building _ Exterior Alteration-Commercial _ ApartmentsGreenhouse I 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 Valuation 75,00o "'`/ Occupancy p y 25 MCES System Ag' Plan Review I" Code Edition Za/SMbC SAC Units (25%_400% dew E- Zoning City Water Census Code Stories Booster Pump #of Units v Square Feet PRV #of Buildings / Length Fire Sprinklers Type of Construction ,ZT•.fj Width REQUIRED INSPECTIONS Footings(New Building) Final I C.O. Required Footings(Deck) Final I No C.O.Required Footings(Addition) Other: Foundation Foundation Before Backfill Pool:_Footings _Air/Gas Tests _Final Drain Tile = Siding: Stucco Lath _Stone Lath _Brick_EFIS ✓� Roof:_Decking insulation _Ice&Water Final Retaining Wall Framing 30 Minutes 1 Hour Erosion Control Fireplace: Rough In Air Test _Final Concrete Entrance Apron Insulation Meter Size: Sheetrock Electronic Plans Required Windows Final CIO Inspection: Schedule Fire Marshal to be present: Yes ts/No Reviewed By: , Planning New Business to Eagan: Reviewed By: e6=' , Building Inspector FEES Water Quality Base Fee gJ/r 25 Storm Sewer Trunk Surcharge -50.,SQ Sewer Trunk Plan Review Water Trunk MCES SAC Street Lateral City SAC Street S&W Permit&Surcharge Water Lateral Treatment Plant Other: Treatment Plant(Irrigation) Park Dedication � Trail Dedication TOTAL:�E/0 5 Page 2 of 3