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1350 Town Centre Dr4111' City of Eat 3830 Pilot Knob Road Eagan MN 55122 Phone: (651) 675-5675 Fax: (651) 675-5694 Use BLUE or BLACK Ink For mice, Use Permit #: Ct h-16 Permit Fee: 23 1 Date Received: 10 j 2 / 10 Staff: 6d 2010 MECHANICAL PERMIT APPLICATION Date: Site Address: 13 50 TO Ce. k'L'°r 0 . 0V, s Tenant: Suite #: J RESIDENT / OWNER ioN Name: V"...Ot:5 Phone: 6 i ' GS8 - li '83 Address / City / Zip: i350 To( -4),4 (,e Q tw gav�j C' -L`- /, MN S��! Z. CONTRACTOR f Name: AI/'GA i 1 e k i4ec t�aA t t0Q License #: Address: 2 I 1 r (A401 L H Ki City: S+ - A K't'�O 1ni State: s 1V Zip: S 4_ '-11 V Phone: (a ) Z * 4136- 2-26° _ Contact: re ("el A t soot Email: C ore -1 @ c t In pvleck , i + TYPE OF WORK New X Replacement Additional Alteration Demolition Description of work: NOTE: Roof Counted and ground mounted mechanical equipment is required to be screened by City Code. Please contact the Mechanical Inspector for information on permitted st reerarm methods. PERMIT TYPE RESIDENTIAL Fumace COMMERCIAL New Construction Interior Improvement _ Air Conditioner Install Piping Processed — Air Exchanger Gas X Exterior HVAC Unit _ Heat Pump Under / Above ground Tank (_ Install / Remove) — — Other _ _ " When installing/removing tank(s), call for inspection by Fire Marshal and Plumbing Inspector RESIDENTIAL FEES: $55.00 Minimum Add-on or alteration to an existing unit (includes $5.00 State Surcharge) bumed out appliances, ductwork, etc) (includes $5.00 State Surcharge) $ TOTAL FEE $95.00 Fire repair (replace COMMERCIAL FEES: $75.00 Underground tank $55.00 Minimum (includes installation/removal OR State Surcharge) $10,010, surcharge is $ 5.00 surcharge increases by $.50 for each $1,000 Permit Fee requires a $ 5.50 surcharge)°a Contract Value $.2-3 l 000 x 1% = $ Z.30> s® Permit Fee - If the Permit Fee is less than SP'- Fee = $ Jtr Surcharge If the Permit Fee is > $10,010, (i.e. a $10,010-$11,010 Permit = $ c_3,5"; TOTAL FEE CALL BEFORE YOU DIG. Cali 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.nopherstateonecall.orq 1 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 1 understand this is not a permit, but only an application for a permit, and work is not to start without a permit; that the work will be in accordance with the approved plan in the case of work which requires a review and approval of plans. x a u rQ-� P1 V1. clef' so vt Applicant's Printed Name FOR OFFICE USE x Applicant's. Si ure Reviewed By: Required Inspections: Under Ground Rouah in Air Test Gas Service Test In -floor Heat Final JUN -24-2010 11:40A FROM:ONSITE MECHANICAL (952)446-9408 41/0/`' City of Eagan Date: 3830 Pilot Knob Road Eagan MN 55122 Phone: (651) 675-5675 Fax: (651) 675-5694 TO:6516755694 P.2/6 Use BLUE or BLACK Ink For ::rj Permit #: 4(094 Permit Fee: 2' 650 Date Received: % p21 Staff. 2010 MECHANICAL PERMIT APPLICATION Site Address: ) 3 {7 7k) Y1 CAVI hi. &- `. Tenant:yLe Ohl� RESIDENT / OWNER CONTRACTOR Name: \KEA\ Address / City / Zip: Name: Suite #: Phone: Address: v75-0 1 ►�i l%\ City: 4-9-Z:2- �i State: Zip: 55 Phone:: Gj '� /� Contact: Email: TYPE OF WORK Description of work: Replacement Additional Alteration _ 0 RTL{ r NOTE Roof mounted and ground mounted mechanical equipment le required tp be screened by Pity7Y-1)44? Code. Please contact the Mechanical .Inspector for information on permitted screening Methods. Demolition '2 Y14 D lee PERMIT TYPE RESIDENTIAL Furnace Air Conditioner Air Exchanger Heat Pump Other COMMERCIAL New Construction _ Interior Improvement Install Piping Processed Gas % Exterior HVAC Unit Under / Above ground Tank (_ Install / _ Remove) �** When installing/removing tank(s), call for inspection by Fire Marshal and Plumbing Inspector RESIDENTIAL FEES: $50.50 Minimum Add-on or alteration to an existing unit (includes $.50 State Surcharge) $90.50 Fire repair (replace bumed out appliances, ductwork, etc.) (includes $.50 State Surcharge) TOTAL FEE COMMERCIAL FEES: $70.50 Underground tank installation/removal OR $50.50 Minimum (includes State Surcharge) - If Permit ate is less than $1,000, surcharge is $.50. - 1fPermit ggg Is > $1,000, surcharge increases by $.50 for each $1,000 Permit Fee (i,e. a $1,001-$2,000 Permit Fee requires a $1.00 surcharge). Contract Value $- x 1% c7 = $ 6225 Permit Fee $ ._ Surcharge =$ TOTALFEE CALL BEFORE YOU DIG. Cali Gopher State One Coil at (651) 454.0002 for protection against underground utility damage. Call 48 hours before you intend to dig to receive locates of underground utilities. wwwydtopherstateolnecali.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 trt witt a permit; that the work will be in accordance with the appro d plan In the case f work which requires a review and approval of plans. 1 x RI, e_Nrs x Applicants Pr ted Name Appilcat 'S Signe re FOROFFICE USE Review d By: %% Date: Required inspections: , Under Ground Rough In Air Test Gas Service Fest in f100r'Heat Final _- Exterior HVAC Screening Inspection. JUN -24-42010 11:39A FROM:ONSITE MECHANICAL C952)446-9408 TO:6516755694 P.1/6 Fax To: , CL/6�`� ABEL zum ccid.1, 0/2_ tiONSITE °01 -Imo Grsco. .eY From: Fax: Phone: Dater, % R , f/ fp `( Pages: Re: CC: 0 Urgent Review 0 Please Comment 0 Please Reply 0 Please Recycle •Comments: 5njTyi Freviv;+-40), 7-Dyk -}-Nrrxv u R:V/t CDC' ���r,�\ o ,c .e �$ doh Is , W‘&. otYtrz- \i‘e)0 IR, At \x\t‘k. 04-0toD the Jemil 00A R O\R__ \.6x>tec? OtAA Thi etA» gccDu, ‘342,v0 c....t—:€1) lit VI 12r\ --s AB LONSITE,COM PO BOX 97 - 8750 111GHW - ST BONIFAC1U , MN 55375 P: 952.44b.9545 � F: 952.446.9408 � E � ' INSPECTION INSPECTOR DATE COMMENTS . ~fJ ~ a7i-P s..ti i YV r~ ~l ~ zu 6 s a...~ 7-3'f 2u~i.r . ~ * 4f-6' sra~eAt r e f.' STN 1/V ' Le~9 lI+ ,5'e r~/ic~ iCS~ - ~ ~ts~~rrr,.•t"..., - :G' =eV I SITE ADORESS Unit # Permit # L B Sect./Sub. INSPECTION INSPECTOR DATE COMMENTS ~ INSPECTION RECOR.D CIYY OF EAGAN PERMIT TYPE: 3830 Pilot Knob Road Permit Number: ~ Eagan, Minnesota 55123 Date Issued: (612) 681-4675 SITE ADDRESS: APPLICANT: I + T~t , PERMIT SUBTYPE: TYPE OF WORK: K0 4i1 '5 . INSPECTION ? .i• r i~l~ .S . i i~ ~ i~ ~ 11~ ,~.c9~: i: ~~~t I r'li;l' ~ ~ ! _ c+ ~ I ~;i 11~, ~ 1 f~! 1~~ ~ ~ PermR No. Permit Hoider Date Talephone # SNV • ' PLUMBING 9 ~ r?~ HVAC ELECTRI vSl.S r5~ o? 9 ° ELECTRIC 4t,O IDate Insp. Comments • Footinga I Foundation Framing Roofing Rough Plbg. Rough Htg. Isul. FireplaCe Final Htg. Orsat Test Final Plbg. -2SC~ Plbg. Irspec.tor - Notify Plumber / Const. Meter EngrJPlan Bldg. Final Deck Ftg. Dedc Rnal Well Pr. Dfsp. INSPECTION RECORD CITY OF EAGAN PERMIT TYPE: 3830 Pilot Knob Road Permit Number: 0•7 74` 1` Eagan, Minnesota 55122-1897 Date Issued: (612) 681-4675 SITE ADDRESS: ~ r?, t ; APPLICANT: i~~tn~ ~ 1 r~t~ i , i. ~ •r~ . PERMlT SUBTYPE: TYPE OF WORK: ~~~r•iri i c~~~ r~ I i ~i~~ INSPECTION D. • DA ~ I i hlr~•. . ; ~d;t) PI'MAkF MA•,uNl;'i 1~1 I Fl i I,:~ I I ~ L ~ Permit No. Permit Holder Date Telephons # ELECTRIC PLUMBING HVAC Inapectlon Date Insp. Commenta FOOTINGS S^b~v 'lc -Z W Alc-\ ( [•(iR/ FOUND FRAMING ROOFING ROUGH PLUMBING PLBG AIR TEST ROUGH HEATING GAS SVC TEST INS11L CYP BOARD FIREPLACE FIREPLACE AIR TEST RNAL PLBG FINAL HTG ORSAT TEST BLDG FINAL BSM7 R.I. BSMT FINAL DECK FfG DECK FlNAL 9~.0 Repuest Oale Fire No. Raugh-In InpsecNOn RoquireE Inspecfion Oiher Than Roughln (~'ou mus can inspeclor when reetly) ~ Reatly Now ~ W ill Nolily Inspeclor 2I1I94 ? Vef ? No Data Reatly IDCliCensed conUactor D owner hereby request inspection of above electrical work at Job AdOress (Sireet 6ox or Rome No.l Ciry 1 pp Twoir Cti° Dr A-8ac~kwovdr Eagan Section N. Township Name or No, Fange No. County Dakota OccupantlPRINT) PM1One No. Kohls Power Su00t,er Address Eixrncai Convamor ICOmpany Na e1 Cmtractors License No. L't c~ CA 00883 E , Maiiing Atlaress (ConVactor or Owner Making InsWllation) AulOOnz nature ICo rrOwner n ~ailation~ Pbone Number MINNESOTA STATE BOAflD F L NIQTY THIS MSPECTION REQUEST WILL NOT GrlgBS-Mltlway Bltlg. - Roo 173 . BE ACGEPTEO BV THE STqiE BOAPD 1811 Univerelty Ave., SL Paul. MN 55106 UNLESS PROPER INSPECTION FEE I$ Vhone(61Y) 642-0600 ENCLOSED. ~4[ ~C REQUEST FOR ELECTRiCAL INSPECTION 9;°""~`'~,a ~ ea/oooo~ye ? See inshm; ions lor rompleling this lorm on beck of yellaw copy. ~~'a M02045 'X" Be/ow Work Covered by This Request N~uiif 38 1QQ- ew A d Wep. " Type of Building AppliancesWired EquipmentWired Home Range Temporary Service Duplex Waler Heater Electric Heating Apt. Building Dryer Load Manegement X X Comm./lndustrial Furnace Other (Specify) Farm Air Conditioner OMer (syecity) ConvaclorB Remarks: ~ )Q ~ Zo / n Compute Inspection Fee Be7ow: $UY'ChdT'90 .5 k 01her Fee # ServiceEntranceSize Fee # Ciratts/Faeder Fee Swimming Pool X 0 to 200 Amps to 100 Amps Transformers AbOVe 200 _ Amps Above 10Q_ Amps SignS . Inspector5 Use Only: TOTAL Irrigation Booms Special Inspeclion • cm AlarmlCommunicalion ~ THIS INSTALLATION MAY BE ORqER DISCONNECTED IF NOT - Other Fee COMPLETED WIT MO I, the Elearical Inspector, hereby Rough"in . r Data certif that the above ins ection has Y P Flnal Deta been made. su'z- OFFICE USE JNLY This reqvest voitl 18 monfis irom V'6340 ' Request Date Fire No. Fouqhln nspeciion 3/ 21 / 94 aeQYeS°' _ N. ? aeaaY Now Xt wm NmnY msaamor When Reatly? Ig; licensed contracior ? owner hereby request inspedion of above electrical work at: Job n0eress (SVaet Box ol Route No.) Giry 1350 Town Center Drive Eagan Section No. Township Name or No. Range No. County Dakota OccupanllPFINTI Phone No. KOI115 Power Suppiier Ntldraw Dakota Elec. Elecincal Convactor ICOmpany Namel . ConVadors License No. Hunt Electric CA 00883 Mailinq ntlorees (GOntracror or Owner Making Inslallellon) 300 T rrito 1 oad St. Paul, MN 55114 TWhor ignaWre ~ onOwne nAailalion, PM1One Number 643-6511 NESOTA STATE BO OF E RICITY THIS INSPECTION REQUEST WILL NOT Grigga-Midway BIEg. om 9 BE ACCEPTEO BY THE STATE BOAFD 1821 Univeroity Ave., St. auL 5510d . UNLESS PROPER INSPECTION FEE IS Vhone (612) 662-0800 ENCLOSED. REDUEST FOFi EtECTRICAL INSPECTION ee-oooo- s 7~ { See inslmdions lor completiny ihis torm on back of yellow copy ~y ? ~ _"X" Be7ow Work Covered by This Request ew Atld Rep. TypeolBUildinq AppliancesWired EquipmeMWired Home Range Temporary Service Duplex Water Heater Electric Heating Apt. 8uilding Dryer Other (Specity) X Comm./Industrial Fumace Farm Air Conditioner Otner (suecityl Conttacror's Remarks. Compufe fnspection Fee Below.' SuxChaTge .50 q O~her Fee # ServiceEnhanceSize Fee # Circuits/Feetlers Pee Swimming Pool ~ 0 to 200 Amps 117 0 ta 100 Amps Transformers ~ Above 2D0 _ Amps Above 1 W_ Amps Si9n5 Inspector's U. Only: . TOTAL Irrlgation Booms 7G1251.65 Special Inspection ~ Alarm/Communiwtion THIS INSTALLATION MAY ORD E[rDI$CONNECTED IF NOT Other Fee COMPLETED WITHIN TH . I, the EleCtrical Inspector, hereby Rouqn-io ? a~eZ - certify that the above inspection has F;nai eL been made. OFFICE USE ONLY ~ Tnis request vaitl l8 months iram . 2 41- 914 ~ OFFICE USEQ'O/NL~Y This Fequest void I B monlhs from validallon dma pnnted in this eox,~ t a1a.96M PLEASE PRINT OR TYPE LI ~ 7-t- Xj f 15 Req st re Rouqh-in inspenlon required2 ? Yes ~ N. Inspeclion Olher Than Rough-Im Q Reody Naw Q Will Co11 ~ (Yoo musi mll the inspMoi xhan reody) Dote Reody: I, licensed confrodor owner hereby requesf inspedion of the obove eledrical work at: 1ob Pddress Sireet, Bw. r Pwok No 1 , GN Zip Code ~ 5257 5« fion Na. Townahip Nome or No. Range No. Fire No. Coonry pa 6 ~ Phone No V'6pV o :5 0 0 Pawei Sopplier Pddrezs I'cal Canxo~ pon~ Nome) ~n1 or Gcanse No. Moslar Lic. No. JPlant Elee. Only) ~LIX/1"14/r1 C/L J[Sn.pvLi MoimssIC cbrorOwnerPedortnl insmllafion) -Xvt / ( f'V Avlhorizad Signoan (Co wrwr P smllofion) P+h-o~n/e No EB-OOOOlA-10 95 STATEBOARDCOPY-SEEINSTRUCTIONSONBACKOFYELLOWCOPY RE~UEST FOR ELECTRICAL INSPECTION , (~I II 124 W91 8'21 Un ersity, BearRm. S828 cSt. Paul, MN 55104 ~ * L* PhanP w --..moo ,5 ~0 9l0 Home Duplex Apt. Bldg. Other: New Addn Commercial Indushial Fartn Remod Re air Air Cond. Hig. Equip. Water Htr. Load Mgmt. Othec D er.. Ran e Elec. Heat Tem .$enice "k above.fhe work cove/r~ed~b,-y this requesl l~nfer?remarks ~n ihis;spn<e ond onfhe back of /he whdeacqpy-only E Colculate Inspection Fee - This Inspection Request will not be o<cepted withouf the <orrecf iee: Olfcr Fee # Service EnhaMe Sae Fee # Circvih/Feede+s Fce Mobile Home Park Stall 0 to 200 Amps 0 to 100 Am s 30 SNeef Ltg./TraHic $ig. Above 200 Amps A mps Transformer/Genemtor INSPECTOH'SUSEONLY Sign/OuNine Lfg. Xfmr. Alarm/Remofe Conhol . Swimming Pool I hereb wm thot I ins etled Ihe elecfiml Inabilanon des ' ed hmein on the dake sm~ed Irrigation Boom Roogh-In oek ' U Speciol Inspeclion 19 Finel Investigafive Fee y~7 THIS INSTALLATION MAY BE ORDERED DISCONNECTEVALOT Cd TED WITHIN 18 MONTHS. ~Tz E~ P ~ I iE I~ I I C C C C C < C I I _ C C C `y C Y EN ~ tC P c~a Aj~ IraScf+r ~r~o"' G 'L10 ~f4P ve 2~ 4.a~,~ O 8 NOTES: ' ANY NEW CEILING TILE TO BE f11RNISHED AND INSTALLED BY • GENERAL CON7RACTOR IS RESPONSIBLE FOR ALL.GENERAL CONTRACTOR. MODIFlCATIONS/ADDITIONS TO EXISTING FlRE PROTEC710N AND SYSTEMS. ' NEW CEILINGS NOT BE LE55 THEN 8'-0" AFF. • G.C. TO FURNISH AND INSTALL NEW SPRINKLER Hc4D5 TO M. • GENERAL CONTRACTOR TO FURNISH AND IN57ALL NEW MAIN RUNNERS EXISTING. (G.C. TO VERIFY NPE IN FIELD). AND CRO55 TEES AS INDICATED aY HEAW CEILING GRID LINES (IN ELECTRICAL CONIRACTOR TO INSTALL/REINSTALL OCCUPANCY NEW OFFICE AREA). ALL NEW CEILING GRID .IS TO MATCH EXISTING , SENSORS AND ALL COMPONENTS INTO ALL NEW OFFICES. REl STYLE AND COLOR. (GC. TO VERIF}' SPECS IN FIELD). ANY EXISTING SAVED EQUIPMENT AND SUPPLEMENT WITH NEW • GENERAL CONTRACTOR TO FURNISH AND INSTALL NEW CEILING TILE REQUIRED. REFER TO KOHL'S CONSTRUCTION MANAGER FOR IN NEW OFFICE AREA. NE'N CEILING ?lls IS TO MATCH EXISTING FURTHER INSTRUCTIONS. (GG TO VERIFY SPFCS IN FIELD). , ELECIRICAL CONTRACTOR TO FURNISH AND INSTALL EXIT iJGH • ELECTRICAL CONIRACTOR TO FURNISH, INSTALL, AND CIRCUR ALL PER STATE AN? LOCAL CODES. (NOT ILLUSTRATED). E(IT IJGH FIXTURES AS SHOWN IN "ELECTRICAL CIRCWT/REFl_ECTED CEILING AREAS W/ SUSPENDED CEILWGS (NEW DFFICF AREA) ARE TO LEGEND". MOUNTED TO CEIUNG. • ALL NEW OFFICES/ AREAS ARE TO HAVE AIR SUPPLI' AND RE'URN • ELECTRICAL CONTRACTOR TO FURNISH AND INSTALL EMERGEN( (HVAC) AND 2E PROVIDEO WITH 7.5 C.F.M. OF .AIRFLOW. LIGH'fING AS PER STATE AND LOCAL CODES. (UNITS INDICATEC PLAPI ARE SUGGESTED LOCA710N5 ONLY) • SEF "CEMO CEILING PLAN". L, AN 7sa3~ 2006 COMMERCIAL PLUMBING rERMiT nrrLicATiorr CITY OF EAGAN 3830 PILOT KNOB ROAD, EAGAN MN 55122 651-675-5675 Date-~Z /g:;,4-1 /d Site Address U Unit # Tenant Name Former Tenant Name Property Owner Telephone # ( ) v /lX/J Contractor ~ Address ~ CiTy State Telephone # (7-~) etf ~ License # Expires: 02 1~ O lv The Applicant is _ Owner _ Contractor _ Other Work Type New Bldg Modify Space _ Irrigation System** _ Yes No Work in public r-o-w / easement? RPZ X PVB: New ~ Repair/Rebuild _ Replace _ Remove Rsin seosors are re uired on irriatiou s stems Description of Work To inquire if Pressure Reducing Valve is requimd on new service, call 651-675-5646 Meters - Calt 651-695-5300 to verify [hat hydrostaTiq conductiviTy, and bacteria tests passed nrior to oickine uo meter. Irrigation Size & Type Avg GPM 2" turho req'd unless smaller size allowed by Public Works Fire Size & Price 3/4" meter 167.0 Domestic Size & Type Avg GPM Includes high demand devices? _ Yes _ No Flushometers _ Yes _ No PRV Required _ Yes _ No Permit Fee $50.50 minimum (includes State Surcharge) ContractValue $ x I% PermitFee g Meter(s) Required on all new 6uildings & boulevard iaisation svstems $ Radio Meter Read g State Surchazge lf uermit fa is less than 51,000, surcharge is $.SO . If cermit fee is more than S1,000, surcharge is 5.50 for each $1,000 owed. $ Following fees apply when installing new lawn irrigation system Water Permit Call the Ciry's Engineering Departmrnt, 651-675-5646, for required fa amounu $ TreatmCnt Plant g Water Supply & Storage $ State Surcharge g 1-~~ Total Fee I hereby apply for a Commercial Plumbing Permit and acknowledge that the information is complete and accurate; that the work will be in confortnance with the ordinances and wdcs of the Ciry of Eagan and with the Plumbing Codes; that I undwstand this is not a permi4 but only an application for a pelmit, and work is not to sta without a pertnit that the work wili be in accordance with the approved plan in the case ofwoi~ ch requ icw and appmval of plans. u r o2-~~ ~---9-`_, ApplicanYS Printed Name ApplicanYs Signature 50 2005 COMMERCIAL MECHAIVICAL PERMIT APPLICATION City Of Eagan 3830 Pilot Knob Road, Eagan MN 55122 Telephone # 651-675-5675 Please complete for: commerciaVindustrial btildings multi-faznily buildings when sepatate pecmits are not required for each dwelling unit ~ 1( Date Site Street Address Tfl w? C6Ni'2(5 Z/jL . Unit # Tenani Name (if applicable) 146kJ(s Previous Tenant Name ~ Property Owner 1~554! L'S Telephone # ( ) Contractor a,5, v~ S";i 6tt-51- "15r4L Street Address A~J/a Q?eS- Al• City 1l.ti niNlS,G P<~'J State Zip 65W2~ Telephone #(-76,? 0-7¢-2 Bond 92 Eapires: ?~b ?a 200 e- The AppGcant is _ Owner ~ Contractor _ Other Work Type New Construction _ Underground Tank _ Install _Remove **see below Interior Improvement _ Install Piping _Processed _Gas Nature of Work: Nm /~4cr- /~,v l~I)eA4renr4 T Ext.rT Nc- "When installing/removing underground tank, call for inspecfion by Fire Marshal and PlumbFng Inspecfor PCI'mit FCCS: $70.50 Underground [ank installation/removal $50.50 Minimum (includes Slate Surcharge) OC Contract Value $ 1~7~00 x 1% PermitFee $ State Surcharge If p_ fee is less thao $1,000, add $.50 If e't fee is more than $1,000, surcherge is $.50 for every $1,000 owed $ SO Total Fee I hereby apply for a Commercial Mechanical Pemut and adnowledge that the informarion is complete and accurate; ihat the11wofk will be in conformance with the ordinances and codes of the Ciry of Eagan and with the Mechaaical Codes; that I understand1t2us is t•. not a peanit, but only an application for a pemut, and work is not to staR without a permit; that the work will be in accordan'ce mth\', the approved plan in the case of work which requires a review and approval of pl - ~a ; ApplicanPs P r inte d Nazne ApplicanYs Signature Approved By: /l'l! ~c Le n ce_ lnspector Date: "7, 0 S Required Inspections: _ U.G. ~R.I. _ Air Test _ Gas Service Test - Infloor Heat ?inal 2005 COMMERCIAL BUILDING PERMIT APPLICATION 4 City Of Eagan 3830 Pilot Knob Road, Eagan Mn 55122 Telephone # 651-675-5675 FAX # 651-675-5694 C~~~t0l t-- - . . • • . g Interior p . - - • Strudural Plans (2) sefs • Architectural Plans (2) sets • Archdecturel Plans (2) sets • Civil Plens (2) • Structural Plans (2) • Code Anatysis (1) " . Certificate of Survey (1) • Civil Pians (2) • ProJeU Specs (1) • CodeAnalysis (1) " • Landstaping Plans (2) • Key Plan (t) • ProjectSpecs (1) • CodeMalysis (1) " • MasterExAPlan (1) . Spec. Insp. & Testing Schedule " • Certfficete of Survey (1) • Energy Calculations (t) nM always" • Soils RepoA (1) • Spec. Insp. & Testing Schedule (1) " . Elec. Power 8 Lighling Form (1) not aN+ays" . Meter size must be established • Meter size must be established • Mefer size must be established-if applica6le 1 • ProjectSpecs (1) 1 • Energy Caiculations (1) ° 1 l . Eledric Power & Lighting Form (1) " 1 1 • Master Ezil Plan (1) 4 1 • Emergency Response Site Plan (1) 1 • Soils RepoA (1) 1 • SAC determination - call 651-602-7000 • SAC determination - call 651-602-1000 • SAC detertnination - call 651-602-1000 • Fire Sto in Submittals Catl MN Dept of Health at 651-215-0700 for details regazding food & 6everage or lodging facilities. Contact Buiiding Inspec6ons for sample and if required Pertni[ for new building or addition will not be processed without Emergency Response Site Plan. Date +0 I ~ l OS Construction Cost Site Address ~ - Unit/Ste # TenantName Vohl& Deci `o"c", Tenant amove Description of Work AAfs a mi~`'a1 Trr..w D.4,-M &-GP- ~5 y ~ exr'!LLT'~ 5~~'~k`~Of}` Property Owner Telephone # ( ) Contractor DwvAv. -(W4k Ce *C'~k Address q Q155 L) '70-j-h .51+• City Fje Pr~r` e. State (1'ln Zip ,i 53°-fla Telephone#(9-V) 830-4000 Arch/Engr i(k rC H c,41 `f rc`13 Registration # Address 3 0r) (s-~ Ain fV City ~,nncur~~~5 State (1~Zip 55`f01 Telephone#(f~/,~) 33`)-'~oZoo Licensed plumber installing new sewerlwater service: l1 bN+- Phone I hereby apply for a Commercial Building Permit and acknowledge that the information is complete and accurate; that the work will be in conformance with the dinances and codes of the City of Eagan and the State of MN Statutes; I understand this is not a permit, t~n an application for a permit, and work is not to start without a permit; that the work will be in accor c6,yyith t~ie;approved plan in the case of work which requires a review and approval of plans. ~ V Oa (\C ` Applic t's Printed Name PPlicant's Signature U~. OFFICE USE ONLY Sub Types ? 01 Foundation 9 26 Public FaciliTy ? 30 Accessory Building ? 14 Apartments $I 27 CommerciaUIndustrial ? 32 Ext Alt-Apartments ? 15 Lodging ? 28 Greenhouse ? 34 Ext Alt-Commercial ? 25 Miscellaneous ? 29 Antennae ? 35 Ext Alt-Public Facility ? 37 Nail Salon Work Types ? 31 New 13 35 Int Improvement ? 38 Demolish (Interior) ? 44 Siding 32 Addition ? 36 Move Bldg. ? 42 Demolish (Foundation) ? 45 Fire Repair 33 Alteration ? 37 Demolish (Bldg)• ? 43 Reroof ? 46 Windows/Doors ? 34 ReplaCement 'Demolltlon (Entire Bldg only) - Give PCA handout W applicant Valuation ~S, ooo= Type of Const JT__a Width Plan Rev 100% ? 25% Occupancy tA _ MCES System 4 ~ Census Code Zoning City Water s SAC Units ~ Stories ~ Booster Pump Nbr. of Units ~ Sq. Ft. PRV Nbr. of Bldgs - Length ~ Fire Sprinklered y-if S" Required Inspections _ Footings (new bidg) Insulation _ Footings(deck) FinaVC.O. _ Footings (addition) ? FinaVNo C.O. _ Foundation Other Drain Tile Roof Ice Pr Decking _ Insul _ Final Pool Ftgs AidGas Tests Final ~ Framing _ Siding _ Stucco _ Stone _ Fireplace _ R.I. _ Air Test _ Final Windows ~ ~p Approved By: 6~ Planning l~l i~!_L Building Inspector Base Fee 391, 01 S Surcharge /c?• J-0 Plan Review aS`{• 3 ~ SAC-MCES SAGCity ~SIW Permit SIW Surcharge Treafinent Plant Financial Guarantee Treatrnent Plant (Irrigafion) Storm Sewer Trunk Park Dedica6on Sewer Lateral Sewer Trunk ~ Trail Dedication Street Water Quality - Water Lateral Water Trunk Water Supply & Storage (WAC) Other Total ~ ~n 5-9. 06 . ~ ; MEMORANDUM ~ . TO: ARNIE, ERHART, SUPERINTENDENT OF STREETS & EQUIPMENT ~11 BOB KRIHA, UTILITY CONSTRUCTION INSPECTOR DALE WEGLEITNER, FII2E MARSHAL ERIC MACBETH, WATER RESOURCES COORDINATOR GREGG HOVE, CITY FORESTER JAMIE VERBRUGGE, ASSISTANT CITY ADMIIVISTRATOR JOHN GORDER, ASSISTANT CITY ENGINEER KENT THERKELSEN, CHIEF OF POLICE MARK ANDERSON, ELECTRICAL INSPECTOR MIKE RIDLEY, SEIVIOR PLANNER PAUL HEUER, SYSTEMS ANALYST SCOTT PETERSON, BUILDING INSPECTOR TOM COLBERT, DIRECTOR OF PUBLIC WORKS TOM PEPPER, CHIEF FINANCIAL OFFICER FROM: MIKE LENCE, SENIOR INSPECTOR DATE: MARCH 13, 2003 RE: PLAN REVIEW - KOHL'S DEPARTMENT STORE ADDITION 1350 TOWN CENTRE DRIVE LOT 1, BLOCK 1 TOWN CENTRE 7015TH The plans are in our plan review section for your review and comment. Please return this form to mv attention with your signed comments and the date of review within seven dayS. If you have any concerns with these plans, please so indicate on this form and notify and resolve these issues with the affected parties. If you aze requesting that issuance of the building pernrit be held, please fill out the proper "hold" request form. Comments: I ~ ~I t JI (l ` ~ 75 ~ ~ m~ ~~;L Indicate any feesi that are to be collected with the building permit: AMOUNT ? Yes ? No landscape security required Z O N I N G? ? Yes ? No water quality dedication METER SIZE ? Yes ? No park dedication ? Yes ? No trail dedication ? Yes ? No tree dedicarion ? Yes ? No PRV Required Signature Date , MEIVIQRANDUM , TO: ARNIE ERHART, SUPERINTENDENT OF STREETS & EQUIPMENT ~11 BOB KRIHA, UTILITY CONSTRUCTION INSPECTOR DALE WEGLEITNER, FIRE MARSAAL ERIC MACBETH, WATER RESOURCES COORDINATOR GREGG FIOVE, CITY FORESTER JAMIE VERBRUGGE, ASSISTANT CITY ADMINISTRATOR JOHN GORDER, ASSISTANT CITY ENGINEER KENT THERKELSEN, CHIEF OF POLICE MARK ANDERSON, ELECTRICAL INSPECTOR MIKE RIDLEY, SENIOR PLANNER PAUL HEUER, SYSTEMS ANALYST SCOTT PETERSON, BUILDING INSPECTOR TOM COLBERT, DIRECTOR OF PUBLIC WORKS TOM PEPPER, CIIIEF FINANCIAL OFFICER FROM: MIKE LENCE, SEIVIOR INSPECTOR DATE: MARCH 13, 2003 RE: PLAN REVIEW - KOHL'S DEPARTMENT STORE ADDITION 1350 TOWN CENTRE DRIVE LOT 1 BLOCK 1 TOWN CENTRE 70 15TH The plans aze in our plan review section for your review and comment. Please return this form to mv attention with your signed comments and the date of review within seven days. If you have any concerns with these plans, please so indicate on this form and notify and resolve these issues with the affected parties. If you are requesting that issuance of the building permit be held, please fill out the proper "hold" request form. Comments: .l~z) 3 ~G-er7- Indicate any fees that are to be collected with the building pernut: AMOUNT ? Yes ? No landscape security required Z O N I N G? ? Yes P'-' N o water quality dedication METER SIZE ? Yes ? No park dedication ? Yes ? No trail dedication ? Yes ? No tree dedication ? Yes ? No PRV Required igna e Date I MEMORANDUIVI ~ { TO: ARNIE ERHART, SUPERINTENDENT OF STREETS & EQUIPMENT itl l BOB KRIHA, UTII,ITY CONSTRUCT[ON INSPECTOR DALE WEGLEITNER, FIRE MARSHAL ERIC MACBETH, WATER RESOURCES COORDINATOR GREGG HOVE, CITY FORESTER JAMIE VERBRUGGE, ASSISTANT CITY ADMINISTRATOR JOHNGORDER, ASSISTANT CITY ENGINEER KENT TI3ERKELSEN, CHIEF OF POLICE MARK ANDERSON, ELECTRICAL INSPECTOR MIKE RIDLEY, SENIOR PLANNER PAUL HEUER, SYSTEMS ANALYST SCOTT PETERSON, BUII.DING INSPECTOR TOM COLBERT, DII2ECTOR OF PUBLIC WORKS TOM PEPPER, CHIEF FINANCIAL OFFICER FROM: MIKE LENCE, SENIOR INSPECTOR DATE: MARCH 13, 2003 RE: PLAN REVIEW - KOHL'S DEPARTMENT STORE ADDITION 1350 TOWN CENTRE DRIVE LOT 1: BLOCK 1 TOWN CENTRE 7015T11 The plans aze in our plan review section for your review and comment. t Please return this form to my attention with your signed comments and the date of review within seven days. If you have any concerns with these plans, please so indicate on this form and notify and resolve these issues with the affected parties. If you are requesting that issuance of the building permit be held, please fill out the proper "hold" request form. ~i?rew~ Comments: 0K- Indicate any fees that are to be collected with the building permit: AMOUNT ? Yes ? No landscape security required Z O N I N G? ? Yes ? No water quality dedication METER SIZE ? Yes ? No pazk dedication ? Yes ? No trail dedication ? Yes ? No tree dedication ? Yes ? No PRV Required 22 - 0 3 ~ ignature Date ~ l . r. . t... . , . . . . . . . . . . . , . . . . . , . . , . . . . . . . . , . r . . . . ; MFIIVIORANDUM , - ~ TO: ARNIE ERHART, SUPERINTENDENT OF STREETS & EQUIPMENT ttl l BOB KRIHA, U'CILITY CONSTRUCTION INSPECTOR DALE WEGLEITNER, FIRE MARSHAL ERIC MACBETH, WATER RESOURCES COORDINATOR GREGG HOVE, CITY FURESTER dAMIE VERBRUGGE, ASSISTANT CITY ADMINISTRATOR JOHN GORDER, ASSISTANT CITY ENGINEER KENT THERKELSEN, CHIEF OF POLICE MARK ANDERSON, ELECTRICAL INSPECTOR MIKE RIDLEY, SENIOR PLANNER PAUL HEUER, SYSTEMS ANALYST SCOTT PETERSON, BUILDING INSPECTOR TOM COLBERT, DIRECTOR OF PUBL[C WORKS TOM PEPPER, CHIEF FINANCIAL OFFICER FROM: MIKE LENCE, SENIOR INSPECTOR DATE: MARCFI 13, 2003 RE: PLAN REVIEW - KOHL'S DEPARTMENT STORE ADDITION 1350 TOWN CENTRE DRIVE IAT 1 BLOCK 1 TOWN CENTRE 70 15TH The plans are in our plan review secrion for your review and comment. Please return this form to mv attention with your signed comments and the date of review within seven days. If you have any concerns with these plans, please so indicate on this form and notify and resolve these issues with the affected parties. If you are requesting that issuance of the building petmit be held, please fill out the proper "hold" request form. Comments• t Indicate any fees that are to be collected with the building permit: AMOUNT ? Yes ? No landscape security required Z O N I N G? ? Yes ? No water quality dedication METER SIZE ? Yes ? No park dedication ? Yes ? No trail dedication ? Yes JR No tree dedication ? Yes ? No PRV Required ~ ~~-o:~ - A C, Aj~~: Signature I Date ~ , MEMOBAIIDUM I ~ . • ,-J'6:'-~ ARNIE ERHART, SUPERINTENDENT OF STREETS & EQUIPMENT #11 BOB KRIHA, UTILITY CONSTRUCTION INSPECTOR DALE WEGLEITNER, FIRE MARSHAL ERIC MACBETH, WATER RESOURCES COORDINATOR GREGG HOVE, CITY FORESTER JAMIE VERBRUGGE, ASSISTANT CITY ADMINISTRATOR JOHN GORDER, ASSISTANT CITY ENGINEER KENT THERKELSEN, CFIIEF OF POLICE MARK ANDERSON, ELECTRICAL INSPECTOR MIKE RIDLEY, SENIOR PLANNER PAUL HEUER, SYSTEMS ANALYST SCOTT PETERSON, BTJILDING INSPECTOR TOM COLBERT, DIRECTOR OF PUBLIC WORKS TOM PEPPER, CHIEF FINANCIAL OFFICER p -Fttbf*: MIKE LENCE, SENIOR INSPECTOR DATE: MARCH 13, 2003 RE: PLAN REVIEW - KOHL'S DEPARTMENT STORE ADDITION 1350 TOWN CEN'1'RE DRIVE LOT 1 BLOCK 1 TOWN CENTRE 70 15T" The plans aze in our plan review section for your review and comment. Please return this form to mY attention with your signed comments and the date of review within seven days. If you have any concems with these plans, please so indicate on this form and notify and resolve these issues with the affected parties. If you are requesting that issuance of the building permit be held, please fill out the proper "hold" request form. Comments: /D /M vT 4'I'~°'r3'P?• G .1 ~ G/!Di f? /P?, v?~~ P.o /li r/I~a c~. Indicate any fees that are to be collected with the building permit: J03 AMOUNT 3141 ? Yes ? No landscape security required Z O N I N G? ? Yes ? No water quality dedication METER SIZE ? Yes ? No park dedication ? Yes ? No trail dedication ? Yes o tree dedication ? Yes o PRV Required 1d-°3 Signature Date i., MEMORANDVM ~ ; . TO: ARNIE ERHART, SUPERINTENDENT OF STREETS & EQUIPMENT #11 BOB KRIHA, UTII.ITY CONSTRUCTION INSPECTOR DALE WEGLEITNER, FIRE MARSHAL ERIC MACBETH, WATER RESOURCES COORDWATOR GREGG HOVE, CITY FORESTER JAMIE VERBRUGGE, ASSISTANT CITY ADMINISTRATOR JOHN GORDER, ASSISTANT CITY ENGINEER KENT THERKELSEN, CHIEF OF POLICE MARK ANDERSON, ELECTRICAL INSPECTOR MIKE.RIDLEY, SENIOR PLANNER PAUL HEUER, SYSTEMS ANALYST SCOTT PETERSON, BU[LDING INSPECTOR TOM COLBERT, DIRECTOR OF PUBLIC WORKS TOM PEPPER, CHIEF FINANCIAL OFFICER FROM: MIKE LENCE, SEDTIOR INSPECTOR DATE: MARCH 13, 2003 RE: PLAN REVIEW - KOHI,'S DEPARTMENT STORE ADDITION 1350 TOWN CENTRE DRIVE LOT 1 BLOCK 1 TOWN CENTRE 70 15Tx The plans are in our plan review section for your review and comment. Please return this form to mv attention with your signed comments and the date of review within seven days. If you have any concerns with these plans, please so indicate on this form and notify, and resolve these issues with the affected parties. If you are requesting that issuance of the building perxnit be held, please fill out the proper "hold" request form. . Comments:JV-ere c'0-1n Le yio C, vI~ r~ 0 -4 ~rsev~ DY~ s.-F. of1o3`~i0 ~ ~ Indicate any fees.that are to be collected with the building permit: nkAm AMOUNT ? Yes 0 No landscape security required Z O N I N G? ? Yes ? No water quality dedication METER SIZE ? Yes ~ No park dedication ? Yes No trail dedication ? Yes ? No tree dedication ? Yes ? No PRV Required Ta,rn-CLL~ 3I3i103 Signature Date I GO3 i9q L IOOO U 0 SD IopCG - 30C~(7(D --7~, CS, `I 3w ' 3'~l " MEIVIORANDUM TO: ARNIE ERHART, SUPERINTENDENT OF STREETS & EQUIPMENT #11 BOB KRIHA, UTILITY CONSTRUCTION INSPECTOR DALE WEGLEITNER, FIItE MARSHAL ERIC MACBETH, WATER RESOURCES COORDINATOR GREGG AOVE, CITY FORESTER JAMIE VERBRUGGE, ASSISTANT CITY ADMINISTRATOR JOHN GORDER, ASSISTANT CITY ENGINEER KENT THERKELSEN, CHLEF OF POLICE MARK ANDERSON, ELECTRICAL INSPECTOR MIKE RIDLEY, SENIOR PLANNER PAUL HEUER, SYSTEMS ANALYST SCOTT PETERSON, BUILDING INSPECTOR TOM COLBERT, DIRECTOR OF PUBLIC WORKS TOM PEPPER, CHIEF FINANCIAL OFFICER FROM: MIKE LENCE, SENIOR INSPECTOR DATE: MARCH 13, 2003 RE: PLAN REVIEW - KOHL'S DEPARTMENT STORE ADDITION 1350 TOWN CENTRE DRIVE LOT 1 BLOCK 1 TOWN CENTRE 70 15Tx The plans are in our plan review section for your review and comment. Please return this form to mV attention with your signed comments and the date of review within seven days. If you have any concems with these plans, please so indicate on this form and notify and resolve these issues with the affected parties. If you are requesting that issuance of the building permit be held, please fill out the proper "hold" request form. Comments• Indicate any fees,that aze to be collected with the building permit: AMOUNT ? Yes ? No landscape security required Z O N I N G? ? Yes ? No water quality dedication METER SIZE • ? Yes ? No park dedication ? Yes ? No trail dedication ? Yes ? No tree dedication ? Yes ? No PRV Required - ~ / 7 Signature Date i.,' . • . ' , MEMORANDUIVI ; TO: ARNIE ERHART, SUPERINTENDENT OF STREETS & EQUIPMENT #11 BOB KRIHA, UTILITY CONSTRUCTION INSPECTOR DALE WEGLEITNER, FIRE MARSHAL " ERiC MACBETH, WATER RESOURCES COORDINATOR GREGG HOVE, CITY FORESTER JAMIE VERBRUGGE, ASSISTANT CITY ADMINISTRATOR JOHN GORDER, ASSISTANT CITY ENGINEER KENT THERKELSEN, CHIEF OF POLICE MARK ANDERSON, ELECTRICAL INSPECTOR MIKE RIDLEY, SENIOR PLANNER PAUL HEUER, SYSTEMS ANALYST SCOTT PETERSON, BUILDING INSPECTOR TOM COLBERT, DIRECTOR OF PUBLIC WORKS TOM PEPPER, CHIEF FINANCIAL OFFICER FROM: MIKE LENCE, SENIOR INSPECTOR DATE: MARCH 13, 2003 RE: PLAN REVIEW - KOHL'S DEPARTMENT STORE ADDITION 1350 TOWN CENTRE DRIVE LOT 1 BLOCK 1 TOWN CENTRE 7015Tx The plans aze in our plan review section for your review and comment. Please return this form to mY attention with your signed comments and the date of review within seven days. If you have any concerns with these plans, please so indicate on this form and notify and resolve these issues with the affected parties. If you are requesting that issuance of the building pemut be held, please fill out the proper "hold" request form. Comments: ~i o Indicate any fees that aze to be collected with the building permit: AMOUNT ? Yes ? No landscape security required Z O N I N G? ? Yes ? No water quality dedication METER SIZE ? Yes ? No park dedication ? Yes 0 No trail dedication ? Yes ? No tree dedication ? Yes ? No PRV Required ~2-0!:?2 Signature Date MEMO Clty Of eagatl TO: DALE SCHOEPPNER, CHIEF BUILDING OFFICIAL - DALE WEGLEITNER, FIRE MARSHAL f PAUL OLSON, 5UPERINTENDENT OF PARKS NIIKE RIDLEY, SENIOR PLANNER CAROL TUMINI, UTILITY BILLING CLERK TIM PAHR, ENGINEERING TECHNICIAN STAN LEXVOLD, CONSTRUCTION SUPERVISOR TOM COLBERT, PUBLIC WORKS DIRECTOR JOHN GORDER, DEVELOPMENT/DESIGN ENGINEER TOM STRUVE, SUPERINTENDENT OF STREETS & EQUIPMENT PAUL HEUER, SYSTEMS ANALYST ERIC MACBETH, WATER RESOURCE COORDINATOR MARK ANDERSON, ELECTRICAL INSPECTOR SCOTT PETERSON, PLUMBING INSPECTOR FROM: TERRY ZELENKA, COMBINATION INSPECTOR DATE: OCTOBER 29, 2003 SUBJECT: FINAL INSPECTION FOR KOHL'S DEPARTMENT STORE ADDITION 1350 TOWN CENTRE DRIVE LEGAL: LOT 1 BLOCK 1 TOWN CENTRE 7015TH The Protective Inspections Division will be performing a final inspection at 1350 Town Centre Drive on Thursday, November 6, 2003. 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. CD/bldg insp/misdfinal insp - comm bldgs ~ Metropolitan Council Buiiding communities that work Enuironmental Seruices March 11, 2003 Dale Schoeppner Building Official City of Eagan 3830 Pilot Knob Road Eagan, MN 55122 Deaz Mr. Schoeppner: The Metropolitan Council Environmental Services Division has determined SAC for the Kohl's Addition located at 1350 Town Centre Drive within the City of Eagan. This project should be charged 6 5AC Units, as deternuned below. SAC Units Charges: Retail 17321 sq. ft. @ 3000 sq. ft./3AC Unit 5.77 . , . Stock. ' 4048 sq. ft. @,7000 sq. ft./SAC Unit 0.58 Total Chazge: 6.35 or 6 If you have any questions, call me at 651-602-1113. Sinceq"4j rely, ~~p t'~. Jodi L. Edwazds ~ ~ Staff Specialist m Municipal Services Section ~ MAR 1; 4 ?.003 j~ JLE: (330) 03031155 Cc: S. Selby, MCES Carolyn K{ech, Finance Department, Eagan Brenda Reinert, Witcher Construction Co. www.metrocouncil.org Metro lnfo I,ine 802-1888 230 East Fiftli Street • SL PauL Minneso[a 55101-1626 • (651) 602-1005 • Fae 602-1138 • TIY 291-0904 An Eau~ ovwrn,nirti e„ipmyer 6123394823 . GEC. 5. 2002 4:29PM KKE ARCHITECTS N0.2063 P. 1 KKE Archltects, Inc. ' 300 first avenue north minneapoiis, mn SSapl 6I2/339-4200 612/342-9267fax . www.kke.com mtnnea0olls ' . newport beach dallas Tolal Pag" pawryft From Fax Transmission + oe ,zrasMz Greg Hdlenkamp KKa~M to: Fm T~~. Mr. Dale SChoeppner . 651/8g1-4694 672/3393200 architects CityofEagan Fm 3830 Pilot Knob Roed 612*42.9267 Eagan, MN 55127 , r Project Nwnber ~1~ Kohl's Eagan ~ ~1.1~ 0' SubJscC General No CoCY Msitad ~ The following is for your use to review. ihaYi~wmplbncpnMneQii Iryk IaCSkNle Is rymb9ed ona tOnfqpnXal Inr~ hi,maed pn111 fptne ufe W Mp yqNpUplroCqpnllOBnMfatl hereln.lllho~eOOBraflhem9y{qyqy~if}MintendediBCip*nl.qiheemplpypppgpn, eeppaol9ydF.gj~ ktOllie " yau ae norebY rorr~etl ~hoi orry tlhsemyipry~ o. copMg of Ihc eommuNeation q sMCtty pen~oy, rt ypu npvs rW ~~~ro xrer, p~aou noiM/ us :nrhedlalelv by Ie10pIfOnC pnd relum me 040inol mesupy lo vs al lhe oboVe otltlns yy moli, monk yeu. expanding the vlsion- DEC. 5.2002 4:29PM KKE ARCNITECTS , . N0. 2663 P. 2 . ' r . ' OPfN -rPorGE . „ A~RKChCLVT ~ . IMI esassMmvr is m,de w)-eaq w nacmsW. yqff'6y 24th s MORMINLWM ?A1tTNH8SFitP.. Mtnoewa temnl PonoenRip Pmmfler atfsa & H=O*')- WUL.![A1lY S3'ORBS. 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DEC. 5. 2062 4:30PM KKE ARCHITECTS , N6, 2063 P. b ` . ~ 8!A't8 GF MIIVMFSO7'A ) COtJNlY air DAt,rm 7Le ll" lqlflweent War AduawklLW ~ me udc ~ 1'e0df1 [AnA ~ im h~ Q4apaq~. • I~aep AUMUNkM do Gmenl Bsimri of BAOANTOWE!!' pFP[~ El7A.YjIIr[i 11AR2f9}7tStAp. A WAMM O+fteWhtR on Ee6a1l of tbe paMMtp, iA1CM.,.t COLf~1t •...K"~r~roh YI P~+Ir6i Y.~rw].'Y~JJ/ y~~~.ru~ • "`n~l ~rwG SI'AiG C¢+ 1JU.9 ~ . COU[RYor~i.9 • l993. ~~a~ fn~ mae wa ird~our EK me iMS J2 dAq' oY DemmEet. ~d ~ICh Cam ~8'~L ISC ~S~~fL. dE klde&Y A'osDeat 8806P Pand )99l f,~ We ~eN Pumer•of Ceusas Surst A01214*. a DeUaue 1miwd ~p, as 6~Jmif ef the _ PuElk • arww«ww.r+ir ~~~m~.,~~4~~i?w~axpwb%&*. ' ~Y^ ~~.D. ' . . . ff~ . • . ~ • .~z1.. L .r.. • 900 tiZ9'0N fi6z£L91,ZT9ti6 F 9hl-ld 380J.5 8 31tl153 -li3Ll Zz!OS 200Z?9eiTT 1126i2002 10:22 REAL ESTFITE & STORE PLhICi a 916127673294 N0.624 009 ~ . . . . . . . , , -71 9B~.1cY(i~d awayp~t . i C«r.i OMaM ypwm • ~'Q"yOuIIM~Bw~~f~ Rin . "amil~ wmID ~ ~Y PR~O 4AwCOq qu 7117~d ~1aN ~ . , _ ''~I~vwR~:Aewow-aowrmCweuwmaoelw~bel~ry ryqplfp~YS9d W x. . '~OCOBi'1o4~YWi01 ^(iu ~ jZt/ qW dC1~i i~M~bMp IMI iqp j y / ' ,qf M~A~NiDAliYlOa . ' ( dJO9~tlIN1d091tl18 ~ 'MPAOSM K+PPA4MUMU e c • YN fe!1V818a1d '6~1. ~ioeO Wy~-• ~ . ir MAJO to Iu"YOO ol?N PeOroBKe BEy p@uMWapun etA ~03U33i1M SSoNLM MI AUedo+d M': WI ul M&WW ei! w aedRl WLyA KyWeBAd oYJ A4 Pmq ' eq aq Maft pua ftlow w, 6 «a a WAIM= A=ey*"Ob c~meaa ew w+~„ w~+w+ tis~aaanw~o e~s '~aa x. Anu+oa ~~Ga ~a w aoaeaa ~a.u wx u uawm ue eu4AR4 ~,oPMM reuoqev Q rpgMo.ey ~uee ~ VeLOWJBPAn ay~ pwO ~d s N'Ad r L'd S90Z'ON M31IHAV 3D Wdff:b ZOOb'S `'034 ' 11i26i2002 10:22 W-HL ESTRTE 8 STORE PLNG ~ 9161275?3299 Np,624 Dw I - . . . . . . . . , - _ • , f 4~~J , . I'Ltl01'Rf ^ n'• . ~ 09/'~1~~~ r~0ytq41rl0~ 11 yn ~ ~°Oa"OdODapPlI" Ve %Ww+odmlatuj+WW~;~ , !q'{~'aaq~'°ap7olsPalqP x zam ~L(i , ~ F^rw~ ~1y~9t;' ~ ~ . irr'~ . ~ • V~NAW ~D d4IYiNOD ~1NYpfI~ tYL4l~0Qfpd $FU, . . i~7wo~PIDna~wDp4+Pma~~a1 ~ ~t'~ i~'FrJ~III , • aW m syl4~a aq qa~4rsdo~d Id rP dlltsia~W q7wpaa~ p~p~ ~AI °~~9VALZ9![~iwWn~aOR"[66I'G,ol~~oopqry~a~ppa~ `c ¦-A9 Pm*ow Ow '96LEf6 'Mi 202swoO oe ~q~{Z ~LS ~a m a4iS~,~O•'~u~,fp ~ aW lo a~D aw el !WR Apoopm ~ . ~ m Pw •AfcN= 'a!1 mRooO a,SibT 'b n4oo0 Iw s A9 wmPm pm biZO[¢ •oN mmumeQ se '9Ybi YZ ~aMP'O aP i~ aNO ~W ~I i~111 ~IMOAIp '(AM~ P . •1966iL m9umnl ummumQ n'966L atf A4oonQ m MMpl Armsto =a PamO go Le PqP~ 4a '9i6Y 'B aqma0 ImwP V4~!C7J~IId''~no[ P" "am A JUMNOAW a* as b9C6fL +~qm+ld mmwmQ a yY6T `K +?9w3mQ.os~Mvwvm 'Aw'°3 °om m9aPso[ &mo.7 aPA 0MO rP rl Fmpmm Pw*ma $ab9omQ PwM La9f,6unP6? %swam SUPMMH a~9d P~ ~4p=$ Wftip! mMnRoSJ gW caaumfwd"WamaloyPNPNW TpP qpWqpofww mp qwm 40moullllommGbmRi . )o A01=3 %M~ P4A an w PmcW Auadod pm YI mum9 w YI11aI 1NMVed~ JoMW ~++li tr Y.Na~P~+dJ gwaW PAndem'.1 =1pwrPNi 8'd MZ'ON M31IUa'd M WdlE.~b 10~Z'S '~39 ' iDEC. 5. 2002 4:31PM pKKE ARCHITECTSroRE PLNG a 916127673299 N0. 2063 P.. 9324 W7 I ; ; ~ ~ . : • . . . . .b~' • 1 tiw. :a LO _ ~ p n ~~j • _ ~ e i.~ e3~2 .o ~ ~ • i ^ ~ _ ~ tr t 1 . ~ f'P• T ~y sn.a.. A } ~ q4as L ~ ' ? % y _ . ~ ~ S ~ •9 i r ~ 7 2~ ( o ~ ~ 1 ; i ~ ~ r uaUIxa ' a . • . " I iX "k- 15ALcm (o , Z - -7 ss - 175~6 f~ . - - 4`~ _ - - - - - - - - - / _r.I~TAG _R,¢~sA._~ (YILI~LS R.CF-S_ Cka.,,.![. J - _?f_ _ _W-44/{9/?k l - DOeS _ - c - - /,44 - - Qr_ ~lbG - - - - - - ~ [PSr ~G_o - ~ , _ _ - i' - a city oF eagan PAT GEAGAN March 27, 2003 Mayor PECGYCARISON MR STEVE ERICKSON WITCHER CONSTRUCTION CO CYNDEE FIELDS 9$55 W 78TH ST $k270 n-ttxe nv+cutaE EDEN PRAIRIE MN 55344 MEG TILLEY RE: KOHL'S ADDITION AND REMODEL Council Members 1350 TOWN CENTRE DRIVE THOMAS HEDGES Deaz Mr. Erickson: Ciry Administramr We have started our review of the consriuction documents suhmitted in pursuit of obtaining a building permit for the above-referenced project. This review is not intended to be an exhaustive and comprehensive report. Unless otherwise noted, all references are Mun«iPal center: to the 2000 I.B.C. It is our goal that this review will help you in complying with the applicable codes and we are, therefore, requesting that the following items be addressed: 3830 Pilor Knob Road Eagan, MN 55122d897 1. Complete and submit the enclosed Special Inspection and Testing Schedule. Phone: 651.675-5000 /Z Calculate existing and new green space for Planning Division review. Fax:G51.G75.5012 TDD: 651.454.8535 3. Submit an Emergency Response Site Plan as outlined on the sample provided. 4. Complete and submit the enclosed Electric Power and Lighting form. Maintenance Fauliry: 3501 Coachman Poinc If you have any questions, please contact me at 651-675-5676. Eagan, MN 55122 Phone: 651.675.5300 5incerely, Faa:: 651.675.5360 M~..~.~ TDD: 651.454.8535 - Mike Lence Senior Building Inspector www.cityofeagan.com ML/js Encl. THE LONE OAK TREE The sym6ol oFstreng[h and gmw[h in our communiry I city oF eagan October 29, 2003 P.az' cE,+.cAN Niayor MR JAMES HEFFERNEN PEGGY GRLSON KOHL'S CORPORATE OFFICES N56 W 17000 RIDGEWOOD DR CYNDEE F[ELDS MENOMOAIIE FALLS, WI 53051 MIKE hfAGUIRE MEG TILLEY Dear Mr. Heffernen: Council Members In furtherance of our conversation eazlier today, I would like to document that the City of Eagan will allow Kohl's Department Store to stock the shelving units in its addition. This may occur providing you obtain permission from ihe conh~actor, Witcher Construction, and a barrier is put in THOM.15 HEDGES place to keep customers out of the addition until a temporary Certificate of Occupancy can be Ciry Adminiscnror ISSllEQ. The =30 foot no build agreement is on the November 6, 2003 City Counci] agenda. Upon a ~ successful vote by the Council, our division will be able to perform a final inspection at which htun,c;Pal cencer: time we can issue a temporary Certificate of Occupancy providing: 3830 Piloc Knob Road 1. The date of the agreement in Paragraph I is filled in and the notary block for Eagan Shopping Fagzn, MN 55122-1897 Center with the State of incorporation is completed. 2. A receipt is brought to our office showing that the agreement has been filed ~vith Dakota Phone:65LGJ5.5000 COunty. Fax: 651.675.5012 3. No unforeseen circumstances arise that require further action. TDD: GS 1.454.8535 The unconditional CeRificate of Occupancy will be issued after the agreement has been fully recorded with Dakota County. Maineemnce ficiliry: If you have any questions or concems, do not hesitate to contact me at 651-675-5699. The City 3501 Coachman Poinc of Eagan is very pleased at Kohl's success in our Ciry and is encouraged by your investment in Eagan. Iv1Y 55122 the future. Phon<: 651.675.5300 incerely, Fax: 651.675.5360 TDD: 651.454.8535 Dale Schoeppner ~.Ciryofeaganxom Chief Building Otficial DSjs cc: Steve Erickson, Witcher Conshvction, 9355 W. 78th St, Ste. 270, Eden Prairie, NIN 55344 Tom Hedges, Ciry Administrator THE LONE OAK TREE Jon Hohenstzin, Community Developmen[ Director The symbol of suengch Mike Ridley, City Planner Mike Lence, Senior Building Inspector . md -mwch in our <ommuniry Edwards ANDK April 1, 2003 Pamela Dudziak Planner 3830 Pilot Knob Road Eagan, MN 55122-1897 RE: Requested parking and green space calculations for KohPs Store Dear Pamela, I am sending a layout of the existing and proposed Kohl's deparhnent store with the deta:led parking count, green space area, and gross area of infrastructure as requested. Just to sumtnarize our numbers, we have come up with the foilowing numbers: Current Proposed Proaosed Total PARKING- FRONT 393 spaces 0 spaces 393 spaces PARKING- REAI2 34 spaces -16 spaces 18 spaces GREEN SPACE 31,313 sq ft 0 sq ft 31,313 sq ft BUILDING 75,360 sq ft 21,586 sq ft 96,946 sq 8 Please contact me (952-345-4124) with any questions conceming these figures or any additional information you may need. With Regards, Paul Baumgazdt Site Development 5pecialist a Edwards and Kelcey, Inc. Enclosure- (1) 1- Aerial photo w/calculations IRECEN•~~~l AP`? 2003 _BU q4b ' 3[w7 ~ 30f 3 N.Z-1 No Nzf 1r~5 r,~ y5~~ac~_ ETC MINNESOTA LLC R-20'00 2000 RAND TOWER L-21 88 0 g~ c~ L1 527 MnxQuErrE nvE. sou~ MINNEAPOLIS, MN 55402-1302 ^ h N yo o~ ^ a KINKO COPffi5 q bm 1344-1348 TOWN CENTRE:-DR a • ' ' EAGAN, MN 55123 2310 : TLOT A W . ~ x ~ ~u , : ~ ~ ~ ~ ; • , b o d c a T~w ia77oai-ozaw'°; ~ a W ao ~,e GRAPHIC`~GALE `corrrncr:, rE~c~ ixvESi~nErrrs co i.i.r . , 10 T 1- ~ ~ v ia8s~rcFxow~ . a oaz~ Mn~NEnroLis~ ssaoz~ ~ ~ 60' pr" , ~"r~s., ~ EAGANTQWT*t'C , i r sa 3° ~ N 8&'17 09 ~E iS~~S 1278 1?79TQ1I!N C G ~ - ~o n° `-A'a nc m.'' S~'~.`k V~? ° ~l'~.$~. ,Yrc C ~ p D~ . TrLYID, 10-77026-0 l 111 RS - . a o R~ CONTACT: ? `34Q0 LBJ FREE.WA ~SU1TE 1200 LB2 . ,T • ~ ~ i 7524 1067 q`j, ,~i, # ~ a o a a~i 42 . " c ~ { ~ " °'N'89'17'09 ~ ~ 897 3~'^ t p ° o xi!y' Z a y~°a v o e z e o 2', .•,Y ~ . 11111 t ~ Hill t ~ p ~ KOHI.'S DEPARTMENT STORE m a ~ 75,360 S.F. (EX[S11NG) - 96,946 S.F. (PROP(SED) j~ Aa o ;c~, z ac. ~ . : ' . m j. ' PARKING RATIO . r ~i EX[STING:FRONT-393 PROPOS$D REAR-34 REAR NB?y8, T~ . T'OTAL-427 TOTAL-411 EXP . ~v; r. • . ~ 7 ~j~0 ~~1y " • . . . ~ XISI7NGGREENSPACE:31,313SF 21,586 S.F. r > (NO CiREENSPACE'FO BE REMOVED) ~ . 6 ~ • t . y~ {z. - ' . . ~ ~ 1350 Towrr cEN1•xe n~ AGAN,MN55123-2310 ` d o ~ -o sY ~ ~ " v . . , . e , . ~ o. . . , 4 * r ~ 1411601 . a y ~ III 89'17'09' W 428 83 v ~ ~ ~ CO Co ~ 41, I ~ ~ , • ; ° ~ ~ a rx ~.o . i* xI3„ • ~ Vl ~ ~ h v r' ~ # e. ' . r . ^s i ` , ' :c. f { • : W w c.~ . ~ . t l PROJECT 8$1 ~ DATE 4-10-02 v_ a DRAWN BY SB ~ W1 I ~AL-MAkTDEPAR'I~N+F3'~f~lI3~E k `0 . ° < CHECKED BY WL ~ . ' ,N ! F ~ K£ 2 [ ..._.~..a'~_~_~....»L_...~.~'' SHEEf N0. . . _ . " . " ' . I 0 F I r> ~ sm aerm - wm . + l-Y1IL6D FROIG _ Bum nn em PHONS: ?~uv. - - DdTS %CD: - 6123395088 03/31/2003 13:02 FAX 6123395088 KKE ARCHITECTS C~ 001/007 " KKE Archkeets, Inc. 300 flrst avenue north minneapolls, mn 55401 612/339-4200 612/342-9267fax - www.kke.com minneapolls newport heach . dallas Total Pa9es DaldTlme From Fax Transmission I 4 03l31103 Mark M. Baum To:~" ~ Fax: Telephona K K~TM Steve Erlckson - W itcher Construction _952I830• 1365 ! 6121339-4200 arch itects Mike Lence - Eagan Senior Inspector T 651I675-5694 u Fa" Bob Steckel - Ambrose 2811377-4868 612l339-5088 Tom Peterson - Kohl's 2621703-7105 ProJect Number Prolect: Eagan, MN KKE 0304.4822.01 _ Copy Mailed SunJect: ReNSfon #2 - Rear Addltlon wall - 3•hour rating. Yes $tBVe- The attached are revisions that have been made to the drawings as part of revision delta 2, per comments from the City of Eagan. The entire east wall of the addition is to be 3-hour rated per Sec. 507.4 of the IBC (attached). The U.L. Design to follow is #U904 (also attached). Also, per Sec. 507.4, the openings in the east wall witl be 3-hour. This inciudes the overhead doors for the trucks, and the trash compactor doors. Please forward this information to the door suppliers. Thank you. The Inf«rtrotian wntalned In ih6 fac9mAe is qi+tleged and conFdenMal infdmotbn InlerWatl only tw 1ha use of 1he Indhntlwl reciplent Itlentlfietl horeh. It ihe render W Thh mexcage is not ihe interided rocipent, w the employee ar agent resparWble fv deMetlng II to the intentled raclplant you urg he`aby rwiltietl Ihaf am/ tlissaminotim ar copy4p aF ih¢ communlcatbn k slricHy praNWled.11 ym have rec¢i+etl th's communkotbn in crtet, please notiry us ImmetlialeM by telephone and -tum M+e arifli^a message to us at the above add'ms by mdl. Tnank yoo. expanding fhe vision- 03/31/2003 13:02 FAX 6123395088 KKE ARCffiTECTS R002/007 507.3 - 50&2 GENERpL BUILDING HEIGtiTS ANU qR as tennis, skating, swirnming aud equestrian ac4vi- exit to the oaiside of Ytie buildittg complying wi ties, in occupancies in Group A4, provided rhat: Section 1005. 2.1. Exit doors directly to the ouiside are pro- 2. The building is equipped throug6out with an autom vided for occupants of the participant ic sprinkler system in accordance with Section' sports azeas; and 9033.1.1. 12. The building is equipped with a fire alarm 3. The building is surrounded and adjoined by public system with manual fire aiazm boxes wayg or yards not less than 60 feet (18 288 mm) jn ; ja'~stall in accotdanca with ~stinn 907. wid[h. ~ s 507.31tvo-story.l'he area of a two-story, Group B, F, M or 507,8 MoHon picture theaters. In buildings of Type I or ? S building shall no[ be limited when the building is provided II construction, the area of one-story mo6on picture with an automaac sprinkler system in accordance with theaters shall not be limited when the building is pro- Section 903311 throughout, and is-suaounded and adjoined vided with an automatic sprinkler system throughout in by public ways or yazds no[ less than 60 fee[ (18 288 mm) in accordance with Section 903.3.1.1 and is surrounded , width, and adjoined by public ways or yards not less than 60 feet (18 288 mm) in width. 507.4 Reduced open space. The permanent open space of 60 feet (18 288 aun) required in Secrions 507.1, 5071 and 5073 SECTION 508 shall be permitted to be reduced ro not ]ess than 40 feet (12 SPECIAL PROVISIONS 192 mm) provided the following tequiremenu are met: 508.1 GeneraL The provisions in this secuon shall permit the 1. The reduced open space shall not be allowed for more use of special condilions that aze exempt from, or modify, [kie than 75 percent of [he perimeter of the building. specific requirernents of this chapter regardiag the allowa6te 1 The exterior wall facing the reduced open space shall beights and azeas of buildings based on the cecupancy das- ~ have a minimum fire-resistance rating of 3 hou:s. sification and lype of construcflon, provided the special con- ~ 3. Upenings io tUe exterior wall, facing the reduced open ~~on complies with the provisioas specified in this section ~ space, shall have opening protectives with a fire-resis• foi that special condition and other appIzcable requirements ~ tance rating of 3 hours. of this code. 507,5 High-hazard use groups. Groups H-2, H3 and H4 508.2 Group S•2 enclosed parking garage w3th (Groups B, fire areas shall be permitted in unlimited azea 6uildings hav- M or R above. A basement and/or first story above grade ing occupancies in Groups F and S, ia accordance with Ihe Plane of a building shall be considered as a separate and dis- limitations of [his seciion. Fire areas located at [he perime[er unct bvilding for t6e purpose of determining azea limiYations, of the unlimited area buildiog shall not exceed 10 perceni of coatinuity of fue walis, limitation of number of stories apd the azea of the bnildino nor the azea limitations speciFied in type of constructioa, when all of the following conditions are Table 503 as modiFied by Sec[ion 506.2, based upon the per- met: centage of the perimeter of the £ire area that fronts oa a street or othar unocwpied space. Other fue azeas shall not exceed 1. The basement and/or fu~st story above grade plane is of - Type IA construction and is separated from t6e build- 25 percent of tLe area Ivnitadons specified ia Table 503. Fire resistance-rating requirements of £re barrier assemblies shall ing above with a horizontal assembly having a mini- be in accordance with Table 302.3.3. mum 3-hour fire resisrance rating. Opettings in tlte hor- izontal assembly having a minimum 3-hour fire-resis- 507.6 Aireraft paint hangar. The azea of a one-story, Group tance rating shall 6e protected by shaft, stainvay, ramp H-2 aircraft painY hangar shall not be lunited where such air- or escalator enclosures extending above and below craft paint hangar complies with the provisions of Section such openings. The walls of such enclosures shall have 412.4 and is entirely surrounded by pahlic ways or yazds not not less [han a 2-hour fire-resistance rating and open- less in wid[h than one and one-half umes the height of the ings therein shall be protected by opening protecfives building. having a minimum 142-hour fire-protecuon rating. 507.7 Group E buildings. The azea of a one-srory Group E Exception: Where the walls of such enclosures building of Type II, rI[A ar IV construction shaII not be ]im- extending below [he horizontal assembly having a ited when the following criteria aze mei: miniroum 3-hour fue-Lesistance raring to the foun- dation aze provided with a fae-resistance ra[ing of 1. Each classroom shall have not less than two means of mt less than 3 hours with openings therein protect- egress, with one of the means of egess being a d'uect ed as required for walls forming a 3-honr fire bacri- 84 20001NTERNATiONAL BUILDING CODEO ~ ~ 03/31/2003 13:03 FAX 61233,95088 KKE ARCHITECTS Q003/007 BXUV.U904 - Fire Resistance Ratings - AIJSI/UL 263 Page 1 of 2 ~ ~ . , ~ ~ 0 • $ BXLTV.U904 Fire Resistance Ratings - ANSI/UL 263 page BQttom Q~?"SQns.? P~~yeay§ i~ag~ Fire Resistance Ratings - ANSI/LTL 263 uide InfoxmatiOri Design No. U904 January 02, 1997 Bearing Wall Rating - 3 RR. ' Nonbearing Wall Rating-3 FIR. ~ 3J H ----r------ c. . ,p, q . j ~ r ' ~ a ~ i •'~~k ~ 7-SJ8" Ml~:. ~ ~ 4 ~i t ! Q.~:~o~:o i i a. . , / • i I _ 1 O . • • _ O : • . 0 ^S . D S , n. • ~ ~ ` ~ harizontal Sectian L`~l 1. Concrete Biocks* - Various designs. Classification C-3 (3 hr). See Concrete Blocks category for list of eligible manufacturers. 2. Mortar - Blocks laid in full bed of mortar, nom. 3/8 in. thick, of not less than 2- 1/4 and not more than 3-1/2 parts of clean sharp sand to 1 part Portland cement (proportioned by volume) and not more than 50 percent hydrated lime (by cement volume). Vertical joints staggered. 3. Portland Cement Stucco or Gypsum Plaster - Add 1/2 hr to Classification if used. Attached to concrete bolcks (Item 1). hrip://database.ul.coxn/cgi-bin/XYV/template/LISEXT/tFRAME/showpage.htrnl?name=BXi 3131/2003 03/31/2003 13:04 FAX 6123395088 KKE ARCHITECTS [M004/007 BXUV.U904 - Fire Resistance Ratings - ANSWL 263 Page 2 of 2 4. Loose Masonry Fill - If all core spaces are filled with loose dry expanded slag, expanded clay or shale (Rotary Kiln Process), water repellant vermiculite masonry fill insulation, or silicone treated perlite loose fill insulation add 1 hr to Classification. 5. Foamed Plasric* -(OQrional-Not Shown) -1-1/2 in. thick max, 4 ft wide sheathing attached to concrete blocks (Item 1). BPB AMERICA INC - Type T7iermax *Bearing the UL Classification Mazk ,lage T111 Nntica oF DiQClaimer Ou c ion 2~` ~t~et+~CussP~ga TTi. i,icted and Classified 1i Recog n+'zed $4i1u&USertified ProduC-4m°onents for Canada This page and all coutents are Copyright (D 2003 by Underwntere Laboratories Inc.0 Ttte appearance of a company's name or product in tUis database dces not in itself assuce that products so identified have been menufactured under LTI1a Follow-Up Service. Only those products beazing the UL Mazk should be considered to be Listed and covered under iJI.'s Follow-Up Service. Always look for the Mark on the product. http://database.ul.com/cgi-bin/XYV/template/LISEXT/ 1 FT2AME/showpage.html?name=B)... 3/31 /2003 03/31/2003 13:04 FAX 6123395088 AAE ARCHITECTS 11005/007 u,vdl W :3apQ ~ WS`OW Nv-7 .O-6S ~ H s~ ~ Q~ w J p_ ~ ~H 6 ~ = ~~X ~ L w N _ ~ ' - ~ . ° FQ a~ ~ 1 w _ dJ ~yu ~ ~p kn 0) ~ , ~ ~ , cv 6 ti) LL ~ N Ji~ p~d~ ~ ~ r ~u~U n H4 ul J'n Q~ u F p I V J~- O ~fpZ~~' ~ z ~Nt- ~ ~~~wLa O ~ Yu. zz~Q a ~ ~ `d9rcl `D I `a f ~ I ~ I ~ rvv. I i I-G UfU/AIN YVIL I rt n 1. CL I"iH I L rIIV. LC i F"~~ o P2 HM PT I x" !OOA B I HM PT 3 w IOOB B I 6'-8" I-314" NM PT 3 F2 HM PT I ~ IOOG B 1 I-3/4" HM P7 3 F2 HM PT I • w w 103A EXIST RELOG. A a 1038 A I I-314" WD p'f b FI HM PT ~ RELOG. „ 104 EXIST N w w FI HM PT 5 ~ I10 A I 2-_6~~ PT 6 ~ FI ~ HM PT 0e III A I-3/4" Wn PT 7 cy 120A EXIST F6 HM PT ' RELOG. 1205 B I 3'-0" HM PT 3 F2 HM PT ~ 134 B I ;_5/4 HM PT 10 F2 HM PT z 3 HR I IMPAG ~Z F6 ~{N( PT '4 136A voo2 3'-O" MTL - F I ~-IN1 PT I MR 1368 A I HM pT 16 136G A I WD 5 FI }{~.q PT I36D G I I-3/4" MTL PT q - MTL PT XV 136E 8'-O" I-3/4" MTL PT PT q MTL PT 136F D I 4'-O" 3'-II" I-3l4" HM PT Iq F4 µM P7 136G D I 4'-2" I-3/~+" HM PT 19 F3 HM PT IS I 3'-O" I-3/4" HM PT 10 F2 HM PT I 3'-O" 7'-O" I-3/4" WD PT 5 FI HM PT I I-3/4" WD pT Ic} FI HM PT I HR NOTES: 1. IN5ULA7ED GORE DOORS, WEATHER STRIP, GROUT FRAMES 50LID. INSTALL DOOR FRAME I" FROM OU751DE FAGE OF WALL. PROVIDE AND INSTALL DRIP EDGE OVEFZ DOOR. ~ 2. ALL DOORS, SEE ELEVATIONS FOR PAINT GOLORS o ~ 3. INSTALL I/2" f'LYWOOD AROUND DDOR FRAME PERiMETER 6" WIDE. 0 4. PROVIDE DOOFZ STOPS ON SALES FLOOfL 51DE OF WALLS. ° 5. 5ET FRAME TO AGGEPT 5/8" DRYWP,LL AND 5/8" f'LYWOOD ON FITTING ROOM SIpE. 03/31/2003 13:05 FAX 6123395088 IZRE ARCHIT&'CTS IA007/007 . . • 1 ~I/ ' O ~ I v ^ EO u =00p zC 4 7 ~ =u` ~ - ~ - o ~ ~ Q d~ Q of~a v H ~ mFo Q~ Q ~ ~ ~ ~ . Q FW- z ~ ~ - ~ v~ Q x W 111 Q ~WQV J ~ WOV Q O p r ~ Q 10i30i2902 18:20 RERL ESTRTE & STORE PLNG 4 916123395068 N0.445 D01 . ~ KOHL'S DEPARTMENT STORES, INC.--~ ~;_J N56 W 17Q00 Ridgewood Drnra i i~, I_,~; I Menomonea Falls, W I 59051 ` " ' ~ u; FACSIMIGE COVER SHEET (262) 703-7105 OC" 30 2co? KKE ARCH oarE: ^om,s~. ho TMAL NUMBER OF PAOES (INCLUDING THIS COVER $HEE7'): TO: tvt, r~Avl FA1( # FlRM NAME: (`JC6 QFFICE # RE: t,{bR!~ j ` f UI;1U From: Oavid Cieaty Telephone Number: 262-703-1688 Emall: david.cleary@kohls.aom M 4e: ~w~ l7 ~d ~X IS f~'V ~ J~L 1 1~yy,r~M ~ ORIGINAL WILL 9E SFNT VIA ICIRCLE ONE): MRIL ME3SENGER AIR COl1RIER WILL NO7 9E SENT !F YOU p0 NOT RECEIVE ALL aF THE PAGES, PLEASE CALL BACK AS SOON AS poSSIBLE. PHONE: Colleen at (262)703-2712 WPORT.sNY: Thie moaenge is intended rmty for the use OF Ih6 individuul rn ontity W Which ii ie addressed, md moy conmin infomrdon tlmt ia ptivilcgad, canlulondal and exempY frum fligdeeirte unda applicable law. IEthc reader of Mis measage ia mt tho intmdad rocioai6 or die employee or ageni reepaneible for daiivormg tlris message ro the intmdaA recipienb yau me herebynofifiW ibac any diseeminallan, Qisalbudon m copying uf thfe convnuniwum is shicery prohi6ited. Tf yau hAVC *eesved N»e cmnmunicoucm in em, pleaee nofify ue imrtmdiately by telryhone, and roWm tha oripinal me&snge W ue at aie belqw addrees via q1o United Staae Postal Savice. 'llionk ycw. ce: 1Q/30i2002 18:20 RERL ESTRTE & STORE PLNG ~ 916123395088 N0.445 D02 ~ -...«..,._._.r ACyRBBMF.NT 11791iti1 (60' Ya~d~ TMe AGRERd1ZNT fs ma0e thls ZZ day af Dacomhar. 1993 bY ?Ath dc HlI+INEPIN CkIV7'SR PARINBRSHIP. a Mlnneeot9 guiaral parpasreNp (hereWler raUed '240A kWALMA&T Si'QRSfi. INC., a Delawaio cwpuatlon (haroinaf4er calhd "Nd-Man°), CONapMs STa0E7' BxCHpnIGB pUNp 1992 Lp41T$U PAR1ZtHRS[pP, a Aolaware ]imifaA pasnerahip ("[`,angMss Somat") and BAQAN'nQREt! OPF+YCB HUILMINQ AARTMF3RSHIP. a MinaOCOW SCnOCaI p8M WtAip (hal9inal* 0611e4 "FaSBA Tawpe)- RRCC!'AI.B wHEReASc 24th & Hennapia ts ma nwnar qf thaz cerWn tract of laW loceted in = bateta CoM,y. MLmmta. dascdhad os Lat 1. Hlock 1. Trnm Glenlto 70 Flfleefllh AEdldon; And , WHBN8AS, W41•M9rt snd CoqBrass Speet hevo nn fateie9t ae an mvnar aad or a p:I mwt in ft lsnd and lhe Improvemenls ]oceTed• on thg r,Wmin 1+40 oP land loca0cd in AakOA Cmmry. Minneeora, desCrlhed ea Ln[ 8loclc 1. Town Lbntre 70 E[eve+1N Additinn; 9(:. ad { ~ i WMMUA-%:ED848 7'uwer Ls the owner af tlMt corWn tract o! 1qW toceoaA Ip Dpltpu Cpuaty: Mimim0ta.!dDcr16e4 ds Lat 2. JIlack 1, Tawm anlre 70 5ecadd AQd{don wd r•. • . A9tloL A Town Can~a FlfteanW MdidoR; and WFIgBBns: the roal esute aeacrilel herain liea withln Ihe Jurledicuoa at the Ary of aC. . ~ MftumiercWlea rM •acy9): we ~ v,•'. V1FARP.ltS. ?Ath & Fkhnapiu.'Wa!-Mart, Congresa Sunat and 8ugan Tower Pdmbrflfer colltetl*ly cqU ft "Panies"} have cansrmowd or wlsh W ronskact on Ureir waminnaam . , . , . . . ~ , .i•~.••_v.. q..n...... 10i30i2002 18:20 RERL ESTATE & STORE PLNG 4 916123395088 N0.445 903 C ' . mapxtlva pmparqaa qeparqto putldtnge (horoinaFter cqllad 'Primnry NuilQtngs") comprising an Integrned skopping cenror ae ehown an tha Sim Plan ntucheA her4to as Pachlbii A; and WiMRBA3, qte Ppttiee heva agrWq Ihat the proposad Pfimp[y 8uildings apell be usaoeq ss a siagle onit for fia purpose ot estabAaping s 60' clear n(ca (hertinaher called ft "Yer47 In complipnca wiph 9ecyon 506(b) oetAe Utti[o:ta SW1dln6 CuOe, 1985 BQIqoA (6ondnafler callcd "UHC')which hae bon adcp[ed by th0 Ciry: NOR'.1'NBRBFOltB. in consldamGon of tha piromfsae mtd tM mutue] aovenents InroWRe? set TuN and Yar otLer gcd anA vpluadk wruldarplion, die recaipt qnd aufAdeiwy of wNch is dereby acknnwle4Sed, Ihe ParqW agnc wat Iho rcs1 ecwu Aeacrlbed hercla shali - be hd4, sold and aonvayred sNpjec[ m Itie tNlowing rovcaents und roaVie[iona whlcb a1k11 rpn witd th6laad harc9n descri6ed, shall ba Ain0ing on aU panias hoving any tlgAt, Aqe m inremst In tlx UM hmein Aeecdbed, an0 apon piol[ imira, aucceeson, srW 9891$ns Os owaere Nercor I• lUe Partias agrae dwt Mo Yard ahall eaWin U+a Prlmaty buildings es sinown Ctoea•LAOched on the atlacpmd 9!N PLm anA ¢u4h epax BGall De meint9lped as a YaM m .A . . - dcflmtl In tlm [?9C; Pmvidod, powaver, uiat qils Ainmment shql nal pmmt 1ha Yud fmm bedng aeod fm ndri{y aeeiaenla. drtveways, el4ewaUm, aurh and jWW, pNidny, Iandwaptn8 and eimpat wes wblcd da wt cautlmte buAQipgo or invcMrw ne amromplorod by rha [ieG lhls Agnxmvat shall not pmMblt the exppnelao of eny af Ihe Primary BuildhW Bo lnng aa tha Pelmery 8uE141nge ere mnWely autraa04ed aad 40Ma4 dy a Yard. 3. 7Tds Agnxmem ahau na be amondod, re+rated or oltaree wllAout uu writoen empent ot tAe city enduiaoA therean and recatded alth ft Gmuip pecoiqar k anC fer ' 0ilonii-Cawqr, It heing uadaBwoO, hawevor, that lP Ihe [J8C ls emarided 1a elfuninete the . xfOid iapieoaafs ar !t Ihe reimary saila ioea or thelr rapiatmmonu Ao nat reqnira Uu F,yq SS7fAeoiMtitioo 'Z . ? 10i30i2902 18:20 RERL ESTATE & STORE PLNG 4 916123395088 N0.445 D04 d mW611ehmen[ of a Yard, tha City aUJ1 consam to the tmmirtAtlon af Ihis Agraement it all wher 6uiWi»gs, rire, and lanq Wse rsgulaupns prts satisCeq. 4• T1ea Ciry is hrseby grnnleQ Ihb powar ta enfmce tha requ3mmenls uf ih36 ABrcsmen[ ss itit were a pony riercW, wli[ch ppwer oi en4arcement shqll be in a4di0on b a!t oftr legal and eguita6le remadlea avallaple to fhe Ciry, lncludEng ihe rafus61 to iaeue boo4ing PMILIS fGt sny YruU41ag or sWawra which would violera qin yarp. TN W1TNBSS P/iMREOF. qo pgRleo havo pxecottd IAie Agreemeat on qx d9x fast r ahav6 wriimn. 24pt & 1'MNWIN C$EMA PAR7T18Ji3H[p ; ey,~ cherd 7. tea04 As 1lusme o[ Ide Aalp Ann Aauser krovocablc'huat Agrxmcnt e: ddOEd Juna 1S, 1990. Oeneral Pertnu WAL-MART 9WItES, AV4'. ftj: ~ , . i:Y: / ~i77I19G9J g ~l '~Irx....... .inY6a:~i"if•"'•. r:.,._W . 10i30i2002 18:29 REAL ESTATE & STORE PLNG 4 916123395088 N0.445 D05 Y ' • FARAN TOWBIt OFFiCS BUf4AlNG 9Y FeAaral Imnd FDMPAMY tw YerWr ss PUM CbNGRM STROT MMNGE FUND 193Z LIMnvvPAH'tN6B1AA' py Pidallry Mene&aNapt and &esea[ch Com9a^9 s~ ita r3ene~al Parmer STA1E OP MU4N85MA } 9&. CpUl1TY OF HSNNBPRd l aela~oa'kd9~41~e°m me thUc d?Y of Dewmher, ' 71m faro8o~u8 l~ wep pm Hauser Inevoaibla Tmet ApUMOt 1993, bY &lchdid 7. 8eusar. aa Troetee aF dte Poggy PAR'I7i8R8HIP. Puwr data! Jmro iS, 199d1, hPa t oo p ~P•~~p~ ',F e 1Hicp~aaA? ~ ¦ ~ , /~'~y R1tnCtU ~.AEN451d1 [~Ijg NOj42Y PU6UC-MINNFSGT4 PJ ~L6~' eHOMCauN1Y J~-~R+I •M1 • pr ~ma~bn [rviies M+4 ~.v.~we~. NWwy Pu111lC i r~Wrv+~rvrv+yv+~+'MMM~' j 9 sTA'[a ot, 1s5. ~ - CpS7MIY DP~"4d 1 n ant waa acknow1~ d betota ma 1l+la w`sA dnY of p~ber. I 'rne tocoa s~~m of wn~MnaT sroaM , o. 1NC., n DWiv+m cmporad°q, cm DelWF nf the corporatlw. Matt~ae~? a ~ ,e 3 , 10i30i2002 18:20 REAL ESTATE & STORE PLNG 4 916123395088 N0.445 D06 R BTAT& OF MiNNESOTA ) CU[iN7'Y Up D4x.vrp ~ SS. ) '[]ie /a~ragoing inetcumeatwaa aclcnowlalged dePo me this 1.1 ay of Uecembcr, t99S,6y.~,+jtf~tTw L'o~..M The~~~y~ ~ o[PederdlGand Llompeay, a Minneaotg paepwrehip, the Cieneral Pertner ot 6At3AN TOWBR OC+PICk BUILPINO PAR7NERSFRP, a MinoeePta parmersdip, on 6aha1( of ft paitneisidp. w...,,,....w.~-.,_.....~.....,..n, Pn}cN.,"l ? COli~4 , • r.::a ..,c_ ;r~er, / l.SY w='.a+.dn q..hi.R:'Y/ 1\~yQary s p1u+ Ue - STATB QF SS COLIM'Y QF ~fPoUt ) 3S. ) 11w Yorogoing lnstrument waa scknow ed betora me this f_z d~ oi ikr7ombD?, l99Ci. aY -~sJ,~,! tha of FadOUty Mtu~egemant 1 md`~h CwnFanY, a Maesachusette coipamtlcm, the [iaccral Aarabraf Congresa Slrpet Bachiqge Funp 1992 Ilmirod ParMerahlp, a Oetawaie Iimltal paaMraNp, on Lahalt of Ihe ~ privansh3p• N Pub11e U& bga~:aaDFBAWaar mmw..ua. y mr~rpar t.M,~a. wa JfJ! ~9a'rme~nii~om S ~J . : . , 10i30i2002 18:20 REAL ESTRTE & STORE PLNG ~ 916123395068 N0.445 D07 • ! E7CH16IT A i - ~ ` ~IV\ S •ti I e i ~ F ' %l ~ n • r, r }r%' ~ a I F a/.f..~ ~ 'v: ~ ~ i - - 1~ oexw.re ~YSNY[ '~rfl.i _ . . C7 i11, ~ i 6E • . . ~~~F a6 ~6~ i• s`~' ~ r'° ~ i I 10i30/2002 18:20 RERL ESTATE & STORE PLNG 4 916123395068 N0.445 D08 ~ m . • ' i ~IY"ro ~c~ ~60~ rAO~f 1Ae undaaWied. 'Rro Audqnpal lnw:ance crsnpmy aP Amcqra Clkudrnqan. r tdew J~Y erywnotlnn, boing an Inteteat 7n eeal pioperry hcamd m the Gry of Eigan, county M 0404. Srno aP MkMpaqr. whlcb !s the Sablen maue? oP ft auached Agnsmept. Purauans ro dated Peopahp 8,1 ~~=r wd Fiwu~c Pkwndng Sacement, CMw4P6~") nlk Ilq-' mcaaded In do OEfl@ aP*o County Recmdq' ft Aaltotq Copiuy, 71Wulpaae, onikeccclber 97- 1984 w qocvmeat Numba 73976o- w thuAnOpnmt af Icaees °b ~MUWMfOf"! daaY1. Aeeembcr 8. 1986, and revn6ed Ea ihe Ofibce aF the Counly ftM'4wUr'Poi" a+uM., ~an an Pacmba 31.1986. as [k~.vmau NmnGer 771l61c to qac Plapie~ig Sqo~it ~9 `~mumn, wguwll? fNad la d~e O~to aP dm Datoora COMur +kcoM;r ar n*4313M zx. iW m areman No. ziasiq ana cma+,wea by , rAPCIMINip! ~rt 'a an amann« s~ 1991. se Aaumev Na 21631T, and ro dhu 01001ft ~c~ ~ suM1~nan'1 ~ a~ellY Nc+l ui the o49ce of the Mhuicaaou . . ~e91fY.Al~Spue an ppeMiber 17. 1964, ae DoNmcn[ No. 9323Jb~ wld conpmKd dy,.u COO1111Ya1lan' SIWqNCnt fied m1 dlxwndCC 3~ 1991. aw Dwumrn[ no. 34421071 bCl'CIfY cwlB4tta to.the ~~„~peqtand aVw Mus Us 4rcercat Irt rhe iwl poop4ty ehiU ba w6iect M the a~Mt lanl apudiqoM' af the AgieamMR tlf ~7T1FS8 aVHWoP, the underelgpM haa emecumd dtM Cammt a oP dm ITLC , of . O6ae~p6ee, 1993. . , 1HB PdUDBKl7AL INBUMNCB COMPANY OA AM8RIG1 . ~4 lftw1cmY carPaatlon r ` ~ a~IM Ua~ "~.,.o r ~TiKlB OP Oµc[sr4, ) ~ me'thie day uPDeadn6cr. 1993. hf' ~ P+nf e, q14, r New J ~ af dte Pnidmpollmueance cnf' Ca'pa+!Hoa. an bebaV oP the aorporoqen, ^ + "%.;i.. pByypET1iW0111EY6P , . . ~Nry qp~~c dT7TE Of hlWaS a:' . ,N canyasro~ e~v. ~us. v.tvo4 p~yn. P1lbllc •',~C_. . . [ .~y: . . . . . . ' . ' - 1+ 10i30i2002 18:20 RERL ESTATE & STORE PLNG 4 916123395088 N0.445 D09 5 ~ t CANSENT TO AQREEAEENTfQO'Yardt The unaerslgnad, First Bank Natlonal AssociaGon, a nedonel hanking aasociatian, havlng an infsrest in l11e raal property located In the Ciry a/ Eagen, County O! Oakcta, State of Minnasota, which ie the audjecc matter of the attache4 Rgreertlent (GO"Yard) hereby conseMe to the attachad Apreament (60' YaM) end agraeo to be Daund hy the Apreement wiN respect ta iGs interest in tha rael properry. IN WffNESS WHEREOF, ihe undersipned has execufad Ihis Coneent as of tha Dacemher, 1993. ~ PIRST BANK NATIONAL ASSOCIATION, a naqonal bankine assxiatfan Bv.ne 4w~ - i F`•. ~ S7ATE OF MIN@lE80TA J j ) ss. COUNTYOFMOMNQPIN J . / O lo wae eQOaq Cafore me k 177•108 OecslnDef, 1029 ~Y "~•r IM L~~ nu_a oi Flmt 6ank WOUA A640oIBUq1k a 11911p11B1 beMlliP 957pCIp11M, 011 D81181f :+f IIIO BalOG9lfw Nalanfwaw lids Poamsm orartaa er. 4; Cfonnw R. 9enharai wmrww~rrMaiw - AftmMY 91 law, . . 2760 NORh Snellln9 Aveeue 11. RaWAne.AUnnaeove sstts TehFTena: {81Y}d3t~&IB9 18i30i2902 18:29 RERL ESTATE & STORE PLNG ~ 916123395088 N0.445 D10 r' - ~ Sd?NSEdI"To AGR.EPMHfa 1dSO• y?krn 'iha undcrelgixd, Mirquetto Aermeas~ Tnc„ o Ni4mewq Cnrpotpqon, having pn incerdt M real properry located En the Gry of Pagon. Counry of I1zlcoql Srare of MNnCSOia, ahlM le rhe .u6iece mattee ofshe qm,c6cd Agneement, hue6y wnecnum iIte a=cWcl Agreemeps mrcl apees ~ ihai im inrorcsr 1n rbe real prnpeny ahall pe axbjen ro the tcrma and condfAons af the • Agraementi.. , !M ~Vfl'NE59 W~HBIl~+Op, ~pe unQcrclgned has exoeuted thls Cpnscm a of rhe L-eW~ day of pemm6er, 1999. F b murouens vannxa, aa» M in Qiwww as aoun-%aaulnNOf~h~r lar i+wn Twei anM gnaPNm CMOIIr W IN1M IU FaMWrN i. copwm:C~5 Mtl~. . . 1m 1(¢'j':. 6I'tiTA dP 141JNiSaIq ~ )as, OoGNTY OF N4wWIVj . s: 'If~c (o Ing a e aek~awled9ed 6efwr me d~ (TF7aday of ?eeembep, 1993 by - It Mlnranotg 'S o. hehalF M 4°f Marguettc Pareners.lnc.. ~ °o?~ h mrT+orotlan. - ~!YJ.f1~u./J `~C • ~7~TL~ . 1' J>.~':W1~1 Ai1dICdNM N4ta7 Puh11c ,OOAYI~141~JIMi1,fr0 . 6nkr4,ePPn~~ti.'~s 41 ~rporo.ke. - . • 4>-city of ea;an FAX TRANSMITTr1L 3830 PILOT K:YOB ROr1D EAGADi, bIN 55122 FAX YO. (651) 675-5694 TO: ATTENTION: ~i yr^ 82 6!/'4U, DATE: lO -/0-03 FAX NO.: L Co 2 Tni fE: 110' 0 5- . C n,jpANy; 6~0 l.z I~ N0. OF PAGES TO FOLLOW: Z FROM: SUBJECT: Al h~ S ~~Q(~'~f e h COhOvLENTS: These are being transmitted as checked.below:. For Approval High Priority Ori; nals Forwazded By blail For Publicarion 7 J2, For Your Informarion Originals Not Forwarded As Requested For Review and Comment Note to Facsimile Ooerator: Pleasz deliver this fax transmission to the above addressee. If you did not receive all the pages in good condition, please contact us at 651-675-5646 - Engineecing; 651-675-5675 - Building Inspections; 65 L-67S-5685 - Communiry Development THE LONE OAK TREE... THE SYWIBOL OF STREYGTH kYD GROWTFi N OUR CO~'I~i RJYITY Equal Opportunity/AfftrmaHve AcHon Employer G:fORbISlCenenl Fax ' , Page 1 of 1 Dale Schoeppner From: Dale Schoeppner Sent: Friday, October 10, 2003 10:11 AM To: 'jimheffernan@kohls.com' Subject: FW: Kohl's - Wal-Mart Open Space Agreement -----Original Message----- From: Mike Lence Sent: Monday, September 15, 2003 12:48 PM To: Dale Schoeppner Subject: FW: Kohl's - Wal-Mart Open Space Agreement -----Original Message----- From: Klemm, Michael [mailto:KlemmM@Severson5heldon.com] Sent: Saturday, September 13, 2003 12:15 PM To: rstewart@lockeliddell.com Cc: Bauer, Robert; alan.salle@kohls.com; THedges@ci.eagan.mn.us; MLence@ci.eagan.mn.us Subject: Kohl's - Wal-Mart Open Space Agreement Mr. Stewart, Please find attached a revised Open Space Agreement that incorporates as Paragraph 7 the language we negotiated to address Town Centre Shoppes' concern that the new Open Space Agreement might require changes to their existing building even if the adjacent yard is not reduced from 60' to 40'. Please circulate the revised draft for signature, then have the fully-executed Agreement forwarded to me to be submitted to the City Council for consent as required by the original Open Space Agreement. Please contact me if you have any questions or concerns. Thank you for your attention to this matter. Michael D. Klemm Severson, Sheldon, Dougherty & Molenda, P.A. 7300 West 147th Street, Suite 600 Apple Valley, MN 55124 (952) 432-3136 (952) 432-3780 (fax) klemmm@seversonsheldon.com Confidentiality_Notice: This message and any attachments contain confidential information intended only for the use by the named addressee(s) and may contain legally privileged and/or proprietary information. If you are not the intended recipient, you may not read, copy, distribute, retain or take any action in reliance on the contents of this message or any attachments. If you received this email in error, please notify us immediately by telephone at 952-4323136, or by reply email, and immediately destroy and delete this email message and any attachments from your system. Thank you. Electr4nic Transactions Disclaimer: Disclaimer Regarding Uniform Electronic Transactions Act (Minn. Stat. 325L.01--325L.19 [Minn. Session Laws 2000, Ch. 371]) ("UETA"]. If this communication concerns negotiation of a contract or agreement, UETA does not apply to this communication. Contract formation in this matter shall occur only with manually-affixed original signatures on original documents. I 10/10/2003 OPEN SPACE AGREEMENT THIS AGREEMENT is made this day of , 2003 by C&H INVESTMENT COMPANY, a California partnership (hereinafter called "C&H"), WAL-MART REAL ESTATE BUSINESS TRUST, a Delaware statutory trust (hereinafter called "Wal- Mart"), CONGRESS STREET EXCHANGE FUND 1992, L.P.,, (hereinafter called "Congress"), and EAGAN SHOPPING CENTER, INC., a Delaware corporation (hereinafter called "Eagan") (hereinafter collectively called the "Parties"). RECITALS: WHEREAS, C&H is the owner of that certain tract of land located in Dakota County, Minnesota, described as Lot 1, Block 1, Town Centre 70 Fifteenth Addition; and WHEREAS, Wal-Mart is the owner of that certain tract of land located in Dakota County, Minnesota, described as Lot 1, Block 1, Town Centre 70 Eleventh Addition; and WHEREAS, Congress has a leasehold interest in that certain tract of land located in Dakota County, Minnesota, described as Lot 1, Block 1, Town Centre 70 Eleventh Addition by virtue of a ground lease from Wal-Mart; and WHEREAS, Eagan is the owner of that certain tract of land located in Dakota County, Minnesota, described as Lot 2, Block 1, Town Centre 70 Second Addition and Ouilot A Town Centre Fifteenth Addition; and WHEREAS, the real estate described herein lies within the jurisdiction of the City of Eagan (hereinafter called the "City"); and WHEREAS, 24th & Hennepin Center Partnership (predecessor in interest to C&H), Wal-Mart, and Eagan Tower Office Building Partnership (predecessor in interest to Eagan) entered into an Agreement (60' Yard) dated December 11, 1993 and recorded in the Office of the County Recorder of Dakota County, Minnesota on December 29, 1993 as Document No. 1179661 (hereinafter called the "1993 AgreemenY'), and the Parties now wish to terminate the 1993 Agreement; and WHEREAS, the Parties have constructed or wish to construct on their respective properties separate buildings (hereinaftercalled "Primary Buildings") comprising an integrated shopping center as shown on the Site Plan attached hereto as Exhibit A; and WHEREAS, the Parties have agreed that the proposed Primary Buildings shall be treated as a single unit for the purpose of establishing a permanent open space of 60' with allowable reduction to 40' (hereinafter called the "Yard") in compliance with Section 507.4 of the 2000 International Building Code, (hereinaftercalled "IBC") provided certain requirements are met; NOW, THEREFORE, in consideration of the premises and the mutual covenants hereinafter set forth and for other good and valuable consideration, the receipt and sufficiency of which is hereby acknowledged, the Parties agree that the real estate described herein shall be held, sold and conveyed subject to the following covenants and restrictions which shall run with the land herein described, shall be binding on all parties having any right, title or interest in the land herein described, and upon their heirs, successors, and assigns as owners thereof: 1. The Parties agree that the Yard shall adjoin the Primary Buildings as shown cross-hatched on the attached Site Plan and such space shall be maintained as a yard as defined in the IBC; provided, however, that this Agreement shall not prevent the Yard from being used for utility easements, driveways, sidewalks, curb and gutter, parking, landscaping and similar uses which do not constitute buildings or structures as contemplated by the IBC. 2. The parties agree that the proposed Primary Buildings shall be treated as a single unit for the purpose of establishing a permanent open space of 40' (hereinafter called the "Yard") in compliance with Section 507.4 of the 2000 International Building Code, (hereinafter called "IBC") provided the following requirements are met: (a) The reduced open space shall not be allowed for more than seventy-five percent (75°!0) of the perimeter of the building. (b) The exteriorwall facing the reduced open space shall have a minimum fire resistance rating of three (3) hours. (c) Openings in the exterior wall facing the reduced open space shall have opening protectives with a fire resistance of three (3) hours. 3. This Agreement shall not prohibit the expansion of any of the Primary Buildings so long as the Primary Buildings are entirely surrounded and adjoined by a Yard. 4. Upon execution of this Agreement, the 1993 Agreement is terminated. 5. The City is hereby granted the power to enforce the requirements of this Agreement as if it were a party hereto, which power of enforcement shall be in addition to all other legal and equitable remedies availabie to the City, including the refusal to issue building permits for any building or structure which would violate the Yard. 6. Notwithstanding anything herein to the contrary, no amendment, release or termination of any of the provisions of this Agreement set forth herein shall be effective or may be filed of record unless the City of Eagan consents to the amendment, release or termination. Such consent must be evidenced by a resolution duly approved by the City Council, or successor body, unless the City Attorney for the City approves in writing an alternative format to evidence that consent. The parties expressly acknowledge and agree that the City has no obligation whatsoever to approve or act upon any proposed amendment, release or termination, and may withhold or delay consent for any reason or none whatsoever, or may condition consent upon such terms as the City deems desirable, it being the City's absolute right and prerogative to insist that the terms of this Agreement remain in effect and unaltered and to permit amendment, release ortermination only at such times and under such circumstances, if any, as the City deems desirable in the exercise of its discretion. Each party further agrees and covenants, consistent wiih this acknowledgement, not to institute any legal proceedings against the City of Eagan on the grounds thatthe Cityfailed to respond appropriately to a proposed amendment, release or termination, and to indemnify the City of Eagan against any expense, including litigation costs, which the City incurs as a result of any violation by that party of this covenant. The City may, at any time, give up the right to approval granted hereunder, said action to be evidenced by City Council resolution or otherformat approved by the CityAttorney. Notwithstanding anything herein to the contrary, the Yard shail not be deemed dedicated to the public or otherwise public land, and the City of Eagan shall have no obligation and no right, not otherwise existing independent of this agreement, under this agreement or under the ordinances, statutes and other laws under which the City operates, to maintain or administer the Yard. 7. Nothing contained in this Agreement shall require any party hereto to modify or alter any building or other structure which is in existence on the date of this Agreement, so long as the permanent open space adjacent to the building or structure is not reduced from 60' to 40' in connection with this Agreement. IN WITNESS WHEREOF, the parties have executed this Agreement on the date first above. C&H INVESTMENT COMPANY By: Charles S. Grobe Its General Partner WAL-MART REAL ESTATE BUSINESS TRUST By: Its: CONGRESS STREET EXCHANGE FUND 1992, L.P. By: Its: EAGAN SHOPPING CENTER, INC. By: Its: STATE OF ARKANSAS ) ) ss. COUNTY OF BENTON ) The foregoing instrument was acknowledged before me this day of , 2003, by the of WAL-MART REAL ESTATE BU5INESS TRUST, a Delaware statutory trust, on behalf of the trust. Notary Public My Commission: STATE OF ) ) ss. COUNTY OF ) The foregoing instrument was acknowledged before me this day of 12003, by , the of CONGRESS STREET EXCHANGE FUND 1992, L.P., a limited partnership, on behalf of the limited partnership. Notary Public My Commission: STATE OF ) ) ss. COUNTY OF ) The foregoing instrument was acknowledged before me this day of , 2003, by , the of EAGAN SHOPPING CENTER, INC., a corporation, on behalf of the corporation. Notary Public My Commission: CONSENT TO OPEN SPACE AGREEMENT In recognition of the grant of the power to enforce the requirements of this Agreement as if it were a party hereto, the City of Eagan, County of Dakota, State of Minnesota, hereby consents to the attached Open Space Agreement. IN WITNESS WHEREOF, the undersigned has executed this Consent as of the day of , 2003. CITY OF EAGAN, a Minnesota municipal corporation By: Pat Geagan (ts: Mayor By: Maria Karels Its: Clerk STATE OF MINNESOTA ) ) ss. COUNTY OF DAKOTA ) The foregoing was acknowledged before me this day of , 2003, by Pat Geagan and Maria Karels, the Mayor and Clerk of the City of Eagan, a Minnesota municipal corporation, on behalf of the corporation. Notary Public My Commission: This instrument was drafted by: Alan J. Salle Kohl's Department Stores, Inc. N56 W 17000 Ridgewood Drive Menomonee Falls, WI 53051 262-703-1476 07i02/2003 15:20 KOHL'S REAL ESTATE & PLANNING ~ 916516755694 N0.051 D02 Kt7 H L'S Jemes W. Hefkman 262 703 2669 lax 262 703 7105 jim.heffemanQkMls. COm 8/27/03 Via Facsimile Mr. Dale Shoeppner Chief Building Official City of Eagan 3830 Pilot Knob Rd. Eagen, MN 55122 Mr. Michael Dougherry Ciry Attamey City of Eagan G!o Severson, Shaldon, Dougherty, & Molenda, P.A. 7300 West 147"' Street, Suite 600 Apple Valley. MN 55124 Ref: Kohl'S Expdn5ion Eagan, MN Dear Dala & Michael: This letter will acknowledge the agreement between The City of Eagan and Kohl's pepaRment Stores concerning the issuance of its building permit far the expansion of its store. The City agrees to issue Kohl's a Building Permit based upon the Open Space Agreement being modified par the camments of Michael Klamm dated 6/23103. Kohl's acknowfedges they are commencing construction at their own risk. Both parties agree that the City will not grant the final Certificate of Occupancy for the expansion area of the Kohl's store, until the Qpen Space Agreement is revised and recorded. Sincerely, ~ Gfl Ja es Heffern Cc: Tom Hedges. City of Eagan Greg Hallenkamp, KKE Pat Peery, Kohl's Noble Heller, Kohl's , GORPOFATE QFFICES • N56 W 17000 RIDGEWOOD DRIVE • MENOMONEE FALLS. WISCONSIN 53051 •(252) 703•7000 I G-r ~ ~o ~gc7 COMMERCIALBUII,DING 3 Permit Application ~ `V, CityOfEagan 3830 Pilot Knob Road, Eagan Mn 55122 ~ Telephone # 65,1-675-5675 FAX # 651-675-5674 ~ ~ , ~ ~ ~ • 4 -.Ja Foundation Onl New uildin Interior Im rovement • SWCturel Plans (2) sets • Architectural Plans (2) sefs • Architecturel Plans (2) sets • Civil Plans (2) • Structural Plans (2) • Code Analysis (t) • Certificateof5urvey (1) • CivilPlans (2) • ProjectSpecs (1) J• Code Analysis (1) . Landscaping Plans (2) • Key Plan (1) • PrqedSpecs (1) • CodeAnalysis (1) " • MasterEzitPlan (1) • Spec. Insp. & Testing Schedule " • Certificate of Survey (1) • Energy Calculations (1) not always'* • Soils Report (1) • Spec. Insp. & Testing Schedule (1) " • Elec. Power & Lighting Fortn (1) not always" • Meter size must be esfablished • Meter size must be established • Meter size must be established-if applicable . d • ProjectSpecs (1) d • EnergyCalculations (1) l d • Electric Power 8 Lighting Fortn (1) " l 1 • Master Exit Plan (1) 1 L • Emergency Response Site Plan (7) L d • Soils Report (1) 1 • SAC determination - call 651-602-1000 • SAC determination - pll 651-602-7000 SAC detertnination - pll 651-602-1000 Call MN Dept of Health at 651-215-0700 for details regarding food & beverage or lodging facilities. Contact Building Inspections for samplc and if required when it states "not always". *•r Permit for new building or addition will not be processed without Emergency Response Site Plan. Date 3 / 10 / 2003 ConstructionCost $2,000,000 Siteaddress Kohl's Eaqan Town Center #79 1350 Town Center Drive EagantTnit/Ste # TenantName Kohl's Department Store Former Tenant Name Kohl's Deuartment Store nescriptionoework Addition and Remodel PropertyOwuer Kohl'S Department Store Telephone#( 262 ) 703-7100 56 W17000 i ewoo rive 14enomonee a s, 53Ubl Contraccor Witcher Construction Co. Steve Erickson, Project Manager address 9855 West 78th Street, 5uite 270 c;ty Eden Prairie State ilinnesota Zip 55344 Telephone#(9:i2 ) 830-9000 Areh/$`i469 KKt ArChi tectS Registration # 024529 address 300 First Avenue North C;ty Minneapolis State f47nneSOtd Zip 55401 Telephone#(612 ) 339-4200 L) (oS Phone_ li1 t04 Licensed plumber installing new sewer/water service: I hereby apply for a Commercial Building Permit and acknowledge that the info and a curate; that the work will be in conformance with the ordinances and codes of the City tate of MN Statutes; I understand this is not a permit, but only an application for a permit, and work is not to start without a permit; that the work will be in accordance with the approved plan in the case of work which requires a review and approval of plans. ~ Sk.cle- i5i&4Scrn ~i Applicant's Printed Name ApplicanYs ignature Witcher Construction, Steve Erickson, Project Manager I OFFICE USE ONLY Su6 Types :1 01 Foundation C 26 Public Facility ? 30 Accessory Bldg. 11 14 Apartments ?27 Commercia]/Industrial ? 32 Ext Alt - Apts. ~l 15 Lodging L] 28 Greenhouse _1 34 Ext Alt - Comm. C 25 Miscellaneous 7 29 Antennae ? 35 Ext Alt - PF ? 37 Nail Salon Work Types ?~1 New ? 35 Int Improvement ? 38 Demolish (Interior) ? 44 Siding ~~32 Addition ? 36 Move Bldg. ? 42 Demolish (Foundation) ? 45 Fire Repair ? 33 Alteration ? 37 Demolish (Bldg)* ? 43 Reroof ? 46 Windows/Doors ? 34 ReplaCement 'Demolition (Entire Bldg only) - Give PCA handout to applicant Valuation -2 ppO~ ooa Occupancy MC/ES System k~ QS Census Code Zoning ~ 5 C City Water ~eS ~ SAC Units Stories / Booster Pump Nbr. of Units r Sq. Ft. a S(~ PRV Nbr. of Bldgs / Length Fire Sprinklered -e Type of Const ~B Width REQUIRED INSPECTIONS _ Fooungs (new bldg) j;_ FinaUC.O. Foorings(deck) ~ FinaUNo C.O. ~ Footings (addirion) Plumbing ~Foundation HVAC _ Drain Tile Other Roof Ice & Water Final Poo] Ftgs Air/Gas Tests Final ? Framing _ Siding Stucco Stone Fireplace _ R.I. _ Air Test _ Final _ Windows (new/replacement) ?Insulation _ Retaining Wall Approved By lko k~ L , Building Inspector - - - - - - - - - - - - - - - - - - - - - - - - - a,A.~ Base Fee -'1 Surcharge q 0~ . OO Plan Review 019, 11 MC/ES SAC fo w'~.•s rl,6so~ 00 City SAC ^ 00. 00 Water Supply & Storage S8W Permit & Surcharge 1 S~ Treatment Plant 3,y4t7o License Search Copies Other Total Y ~ S-U 6~ a _1 2004 COMMERCIAL PLUMBING PERMIT APPLICATION . CITY OF EAGAN 3830 PILOT KNOB ROAD, EAGAN MN 55122 651-675-5675 Date / l / Q 4 Site Address /36-0 l UGt/1V ~.fifV 1'2'YL ~L~ v~r" Unit # Tenant Name uOZVLS Former Tenant Name Property Owner Telephone # ( ) Contractor /?/4 19 /'~u Q ~c~.J ~ Address 36$ -0 k~Al 6'Ci 62. A2 . City g/9G /9~? State /v - Zip SS/ Z Z Telephone # ( CS/) The Applicant is _ Owner Contractor Other Work Type _ New Bldg _ Add-on Repair RPZ PVB Irrigation system * ' Jerrv Wobschall to calculate fees. R uired mcter size is 2" turbo unless smaller size ermitted bv Public Warl:s 4! > / Description of Work V/-it'7wy7_ CzrYf-r,G-K e)uT l - I~4 To inquire if Pressure Reducing Valve is required on new service, call 651-675-5646 Meters - Call 65 1-675-5300 to verify that hydrostatSc, conductiviry, and bacteria tests passed prior to oickine uo meter Imgation Size & Type Z//~L Avg GPM Fire Size & Price 3/4" disolacement 5155.00 Domestic Size & Type Avg GPM Includes high demand devices? _ Yes _ No Flushometers _ Yes _ No PRV Required _ Yes _ No Permit Fee $50.50 minimum (includes State Surcharge) Contract Value $ x I% _ $ sU- ~ Base Fee $ 4 Meter(s) Required on all new buildings & boulevard irriearion svstems $ Radio Meter Read If base fee is $1,000 or less, surcharge is $.50 $ State SurChaige If base fee is over $1,000, surcharge is $50 per $1,000 of the Base Fee Following fees apply only when installing new irrigation system Water Perntit Conqe[ Jerry Wobschall at 651-675-5074 Forrequired fee amounts $ TreatrnentPlant $ Wa[er Supply & Storage $ State Surcharge $ S3 ~ Total Fee I hereby appty for a Commercial Plumbing 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 Plumbing 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; thaz the work will be in accordance 'th the approved plan in the case of work ~ which requires a review and approval of plans. ~ ApplicanYs Printed Name Applicant~ ignature ~ 16514527393 • JUL-9fl-M4(WED) 12:13 AILIaNT MECHANIM 01)16514521393 P,UUI/U06 ALLIANT M E C H A N I C A L PAX TRANSMITTAL SHEET ro: rnora: MIKE LENCL ROBL^RT HART3EINTNER COMPANY: DATT` CITY OF EAGAN 04~07/04 PAX NUh1111i1C 1'U'1'AL Nn. OP I7'8M5 iNC1.UUITIG COWR: 651-675-5694 6 vHONn NumbeR: 3ENORn•x i+nX NUMPrn: 651-452-7393 Rp_ gRNI1l•Jl'S PHON2 NUMBER: BALANCE REPORT ICOHIS EAGAN 651-452-2775 13Sd lowN cn l~r'- ~^C. URGF.N7' FOR IIGVTF.W 1,L1iASL COMMHNT PL$nti6 IiL"PLY YLL•ASFs RECYCLL• NOYNS~COhiMI%NTS: lf you havc any qnestion plcase call. Sincercly, Robert Harbcintner Senior Commereis?1 Pro,ject Maaager 3650 Kcnnebec Drive Suite 1 I Eagan, MN 55122 ~ Phoae: 6511152-2775 ~ Fax: 651-452-7393 , JUL-21-Z004(WED) 12;13 AIL[hNT MECHAN1CAl (FAX)16§14§21393 P.002/0~6 oaTE: ruLr 9rH moa JpH: KOF{L'S LOCqT10N: EAOAN AAN ALLIANT M17ECTIPNICAL BALANCE REPORT TECN: GNAG S- 1 R7U#i 5ALESFLOORNORiWWE3T- 1 E)(ISTiNG 400 390 3 EXISTING 1750 6 EXISnNG 200 215 ~ IXI$YtNG 7200 7180 p E7uSTING 600 gDO R7ues Sa.LES FLOOIi NORTH S~DE 7 EXIST~NG 1200 1207 ~ 3 IXIS7~NG 625 600 s EwSTING a00 395 7 flCISTING 1200 »89 a EXISTING eu0 SSo sm3mmm RTU R7 SALES FLOOR NORTH EAST 1 O(16TMlG 400 389 3 ~(1$TING 400 389 6 E](IS71NG 7200 1195 7 DCISTING 1200 tt99 g p(Ig'fING 600 589 .t, r . , RTU as x SALES FLOOR MIO NORTH EAS ! E7(ISTING 1200 1210 " ~ IXI511NG a00 381 1 FXISTING 20D ~ ~ E][I$7MG 1200 1187 RTUa7 SuESFL00R~A1D 7 ExISTING 1100 tto0 3 pnSnnG 1t00 1105 5 E)tl5TING 400 383 011 7 pU57ING 1100 tOBS PAGE ONE OF 7W0 6 w7• e JUL-21-200OED) 12,15 flHANT MECNhNICAL (FAX)16§14T393 P.003/006 J06: KONL'S DA7E: J[1LY 8TX 2004 LOCATION: EAGAN MN ALUAHY MflCHANIGwL eALANCE REPOPT TECH: CHPO S. r ATU116 SALES FIOOR M1D WEST f EJUSTING 1200 1154 g WOSTING 1200 1186 2- ammAmNERM g EXISTING 1200 1160 7 DfI5T1NG 1200 1106 RTU tl7 OFFICE AREA WA WA NfA N!A RYUpB OFFICEAREn WA NIA N7A WA RTII A9 SALES FLOOR SOLITN FAST 1 10" 400 990 3 14' B00 . ~ S ~pap0 3B5 ~ tq" B00 796 a ~a^ eoo eoa sa^ eoo ~eo ra ta^ eoo no R7'tJ 010 STOCK ROOM EAST i REGISTER 400 408 s REGISTER B00 760 5 REGISTER e00 e09 RTtI A7t S70CK ROOM WEST 1 RHGISTER B00 707 3 REGISTER 600 560 PAGE TWO OF'NYu d Wid; 1Ct! 9 ne JUL-21-2004(WED) 12:1~ HUaNT MECHANICAL (fAR)16514§21393 P.004/006 ALLIANT MECNANICAL BAIJ\NCE REPORT PROJECT! KOWL'S SY5TEM#F: RTU iF9 LOCATION: EAGAN LOCA710N: ROOf PROJECT#. 7170 5ERVING' RETAIL TECWNICWN: CHAD. S DATE: 7/912004 FAN OATA: DRIVE COMPONENTS: MANUFACTURER: YORK MOTOR P.010.D: N/A MODEL NO: DJ180Kf M070R BORE SIZE: N/A 7VPE: DOWNFLOW FAN P.D.10.0: N/A BLADE'fYPE: F.C. SHAFf CENTERS: wA 9ElT NO.T'PE: N/A BELT NO: N/A MOTCR AOJ(PLUS): N/A MOTOR ADJ(MINUS): WA MOTOR DATA: MANUFACTURER: CENTURY FRAMESIZE: S184T SERVICE FACTOR: 1.7.5 pFlEFF: 83.3187.5 HORSEPOWER: 5.0 HP MEASUR6D PERFORMANCE DA7A ITEM DESIGN UNIYS ACT~9; SYS7EM TOTAL: 6000 CFM 1e~ RETURN AIR CFM, 1800 CFM ~BDO OUTDOOR CFM: 1800 CFM 5891 OUTLET CFM' 8000 CFM FAN RPM: RPM MOTOR RPM: RPM 1103 VOLTAGEIPH: VOLTS 460 AMPIPH: AMPS 4513 BRAfCE FI.P.: 8HP TEMPERATURES OUTSIDE A1R: WA MIXEO AIR! N/A RETURN AIR: N/'4 JUl-Z1-Z00OED) 12:11 ALWNT MECHANIC,4L (FAK)16§14521393 P,005/006 ALLIANT MECHANICAL 9ALANCE REPORT PROJECT: KOHL'S SYSTEM#: RTU #'IO LOCATION: EAGAN LOCATION: ROOF PROJECT#: 7170 SEWING: RETAtI 7ECHNICIAN: CHAD. S DATE' 719/2004 FAN DATA: pRIVE COMPONENTS: MANUFACTURER: YORK MOTOR P.O./O.D' N!A MODEL N0: DJi80KF MOTOft BORE SIZE: N/A TYPE: DOWNFIOW FAN P.D./O.D: PUA BLADETYPE: F.C. SHAFTCENTERS: N/A BELT NO.rT'YPE N/A BEIT NO: PUA MOTOR ADJ(PI.US): NIA MOTOR ADJ(MINUS): N1A MOTOR DATA: MANUFACTURER: CENTURY FRAME SIZE: 5184T SERVICE FACTOR: 1.1.5 . RF/EFF: 83.3/87.5 HORSEPOWER: 5.0 HP MEASURED PERFORMANCE DATA ITEM DESIGN UNITS ACTUAL SYSTEM TOTAL' 6000 CFM $ g 0 RETURN AIR CFM: 1000 CFM OUTOOOR CFM: 1900 CPM i8'10 OU7LET CFM: 6000 CFM 5942 FAN RPM: RPM MOTOR RPM: RPM 1103 VOITAGElPH: VOLTS 460 AMPlPH: AMPS 4513 BRAKE H.P.: 8HP TEMPERA7URES OUTSIDE AIR: N!A MIXED AIR: N/A RETURN AIR: NIA JU~-21-Z004(~ED) 1Z.11 ~~LIANT MECHANICA~ (F~K)165f4§27393 P,D06/006 ALLIANT MECHANICAL BALANCE REPORT PROJECT: KOML'S SYSTEM#: RTU #11 LOCA710N1' EAGAN LOCATION' ROOF PROJECT#: 7170 SERVING: RETAIL TECHNICIAN: CHP,D. S DATE: 71912004 FAN DATA: DRIVE COMPONEN7S: MANUFACTURER: YORK MOTOR P.D.fO.D: N/A MODEL NO: DJ't00KF M070R 00RE SIZE: N/A TYpE: OOWNFLOW FAN P.D.IO.O' N/A 61ADETYPE: F.C. SHAFTCENTERS: N/A BELT NO.RYPE: N/A BELT NO: wA MOTOR AD.1(PLUS): N/A M070RAOd(MINUS): N/A MOTOR DATA: MANUFACTURER: CENTURY FRAME SIZ£: 5194T SERVICE FACTOft: 1.1.5 PFlEFF: 83.3187.5 HORSEPOWER: 5.0 HP MEASURED PERFORMANCE DATA ITEM DESIGN UNITS ACTUAL SYSTEM 70TAL: 6000 CFM 5931 RETURN AIR CFM: 1500 CFM 1500 OUTDOORCFM: 1500 CFM 1500 OU7lET CFM: 6000 CFM 5831 FAfJ RPM: RPM MOTOR RPM: RPM 1103 VOITAGElPH: VOLTS 460 AMP/PH: AMPS '1~+`l3 BRAK@ H.P.: BHp TEMPERATURES OUTSIDE AIR: N/A MIXED AIR: N/A RETURN AIR: N/A 01i21i2004 11=37 KOHLS LEGAL 4 919524323780# N0.361 D01 . ~1 Zi .r' ~:-.vJvv- V~l YNV --'Z_ I KOHL'S DEPARTMENT STORES, INC. N56 W 17060 Ridgewood Drive Menomonee Fal{s, WI 53051 FACSIMILE COVER SNEET FACSIMILE NUMBER: 252.703.7274 pATE! Januaryzt, 2004 TOTAL NUMBER bF PAGES (INCl.l1DING THIS COVER SHEET): 2 T0: Robb P. Stewsrt fAX: 214.740.8800 FIRAA NAME: Looke LiddeN 8 Sapp PHONE: 214.740.8000 TO° IUl'xhaei Klemm FAX: 562.432.3780 KIRM NAME: Saverson. Sheldon, DoughertY & Moianda, P.A. PHONE: 952.A32.3136 FROM: Joseph S. Rupkey, Legal Counsel PHONE- 262.703.8601 MESSAGE: EAfi NINNE90TA - OPEN ffiPACE AGREEMENT Atpehed Is s cvpy of ffie pald nceipt dated Navember 7, 2003 relatlng to the reeatlin9 of the OPer, SPace A6?ownwd- ORIGINAL SENT VIA (GIRCL@ ONEX MAit MESSENGER A1R CDLIRIER WILL NOT 9E SENT IF Ydl! H0.VE ANV PROBI.EMS WITH TTIIS FACSIAAILE. PCFASE GALL I.UANN LIPKE AT 262.703.1637. LMPOR-T: This mt8i.ape b Mnende0 vnty Tor tTw use af Ne inuividual af mitiry to which it is ndd+essed, and m0y contun in[onlnetion thm is privilegc', cnnfidrntial und ewnpt from diseloeorc under applipbk 1aw. If 1he rcader oPthis mcsfaSe is mi tia inlcndW recipie114 or 9x empbyce a pga;t rcapon0ibk frn delirering tWs meceage tD ike intcnded reripirnl, you are herft mtifial thaz any dissemk:rion, tlisM'hution or copying uf this com*nunicatiai is etricclyprtihi6iled. If you hava rmerved this eommunleadon In mw, ples m mtify m invnedio[ety hy telepM1One, aM relum Lhe original measagc ro ua al fhc Oelow a00ress via 1M Uniod ywk9 postsl8crviee. 77mk you. 01/21/2004 11=37 KOHLS LEGAL 4 919524323760ti N0.361 902 Ol; 21f01 12:02 F.kl 9528301365 WITCSER CON5T&PCTI02ti ~$002 DP1CC1'd CO[iN'i'Y pROPEFcTY RECORD5 DAFCOTA COUNTY (',pV: RNMSNT CEN'TER 1590 WEST HSGFMP.Y 55 'x3i.;STIlL'GS, M[u 55033 I1I07/03 9 A I D R E C E S P T RSg139R1 I - asvaaaaaaee5aa~rwrrriw~sssa~s~c--eee=~oan~=acc=o=za..Ry~~a~=asi~s~::ase ' i2ECEIPT 1V0: 330212 RE2 PROCES52NG D3T8: 11/07/03 PRYFR NAME: LYLE AUII,IN ?LMOL?S^_ S30.00 C?MCK: CA,SH: X CI-:ECIC DATE: CHECK N0: RECdHDING DATE: 11/07/03 FEE CODES: 10 A RGREEMENT CtiSTOKE& CO?F 13 ~L - l a w,~. C~ ~~-t-r~ 1~ •r i v~, ' 111~dtV oF eegcln October 29, 2003 PAT GFAGAN Mayor MR JAMES HEFFERNEN PECCr cnai sorr KOHL'S CORPORATE OFFICES crN Dse FiELDs N56 W 17000 RIDGEWOOD DR MENOMOIVIE FALLS, WI 53051 MIKE MAGUIRE . MEG TILLEY Deai eVlr. Heffernen: Council Members In furtherance of our conversation earlier today, I would like to document that the City of Eagan will allow Kohl's Deparhnent Store to stock the shelving units in its addition. This may occur providing you obtain permission from the contractor, Witcher Construction, and a barrier is put in r[toNtas xEDGFS place to keep customers out of the addition until a temporary Certificate of Occupancy can be CiryAdministrator 155llBd, The 40 foot no build ageement is on the November 6, 2003 City Council agenda. Upon a successful vote by the Council, our division will be able to perform a final inspection at which Mun«iPat ce„ter: time we can issue a temporary Certificate of Occupancy providing: 3830 Pilor Knob Road 1. The date of the agreement in Paragraph 1 is tilled in and the notary 6lock for Eagan Shopping Eagan, MN 55122-1897 Center with the State of incorporation is completed. 2. A receipt is brought to our office showing that the agreement has been fled with Dakota Phone:651.6755000 COU11Ty. Fax: 651.675.5012 3. No unforeseen circumstanees atise that require fUTther achon. TDD: 651.454.8535 The unconditional Certificate of Occupancy will be issued after the agreement has been fully recorded with Dakota County. Mainrenance Faciliry: If you have any questions or concems, do not hesitate to contact me at 651-675-5699. The CiTy 3501 Coachman Point of Eagan is very pleased at Kohl's success in our City and is encouraged by your inveshnent in Eagan, MN 55122 the future. ' Phone: 651.675.5300 ~ncerely, Fax: 651.675.5360 TDD:GSt.454.8535 j' L Dale Schoeppner www.cityofeagan.com Chief Building Official DSI]S cc: Steve Erickson, Witcher Construction, 9855 W. 78th St, Ste. 270, Eden Prairie, MN 55344 Tom Hedges, City Administrator THE LONE OAKTREE Jon Hohenstein, Community Development Directoi The symbol of screng[h Mike Ridley, City Planner Mike Lence, Senior Building Inspector and growch in ouc communiry , - SEVERSON,SHELDON, DOUGHERTY & MOLENDA, P.A. RECEIVEfl 5~ITF boo SEP 1() 2003 7300 WEST 147TH STREET APPLE VALLEY, MINNESOTA 551247580 E /{UA (952) 432-33e ENGINEERING DEPARTMENT TELEFAX NUMBEA (952) 432-3780 E-b1AiLhauerra erersonsheldoacom e. TO: Pkftoraer, Assistant Ci ry Engineer FROb1: Robert B. Bauer, City Attomey ~ DATE: September 8, 2003 RE: C& H Investment Company Lot 1, Block 1, Town Centre 70 Fifteenth Addition Easement No. 999 Our File No. 206-4768 Tohn, F.nclosed for the City's records, please find the original Drainage a;-Id Utility Easement dated Anril 21, 2003 and recorded with the 7akota County Recorder on NIay 23, 2003 as Document No. 2052328. ~ - . f l. 1 ~3-(~i - ~r ~ W zo 0 0 2052328 w ~ i ~S=` ~ ~ ? aC~ W W a W O W W C Zv zu: y N O v~S v I ~ aD w W = x z N o~-... ~ ~ ~ r= C ~ -°aW ~ ~<r¢'. 0 m w ~ LU 0 ~ N o o w0 z m ~ 3 L~~ U Zu-) Ci~ F¢c F y 6 a CD Y. O¢~ c-~•~ a 0 9,~ O ° p 0 W DnTE REtE1vED Sfr U 3 DAKOTA COUNfY DRAINAGE AND UTILITY EASEMENT TREASURER-AUDITOR L-t-- THIS EASEMENT, made this day of , 2003, between C& H Investmeni Cor.ipany, a Califorr,ia genera: pa.-:nership (hereinafter refer:ed to as "Landowner"), and the City of Eagan, a municipal corporation, organized under the laws of the State of Minneso[a, (hereinafter referred to as the "City"). WITNESSETH: That the Landowner, in consideration of the sum of One Dollar ($1.00) and other good and vatuable consideration, the receipt and sufficiency of which is hereby acknowledged, does hereby grant and convey unto the City, its successors and assigns, a permanent drainage and utility easement, over, across and under the following described premises, situated within Dakota County, Minnesota, to-wit: A strip of land 15.00 feet in width over, under and across Lot 1, Block 1 TOWN CENTRE 70 FIFI'EENTH ADDITION, according to the recorded plat thereof and situate in Dakota County, Minnesota. The center line of said strip is described as follows: Commencing at the most easterly northeast corner of said Lot 1; , thence on an assumed bearing of South 0 degtees 42 minutes 51 RECEIVED seconds East along the east line of said Lot 1 a distance of 263.31 feet to the point of beginning of ihe center line to ;;e described; thence North 81 degrees 54 minutes 20 seconds West a distance of 29.81 feet; thence North 0 degrees 42 minutes 51 seconds West a distance of 140.00 feet; thence South 89 degrees 17 minutes 09 r;:t,~;uaEH-HUOirea seconds West a distance of 96.04 feet and said center line there terminating. The side lines of said easement shall be prolonged to terminate on the east line of said Lot 1. See also Exhibit "A" attached hereto and incorporated herein. The grant of the foregoing permanent easement for drainage and utility purposes includes the right of the City, its contractors, agents and servan[s to enter upon the premises at all reasonable times to construct, reconstruct, inspect, repair and maintain pipes, conduits and mains; and the further right to remove trees, brush, undergrowth and other obstructions. After completion of such construction, maintenance, repair or removal, the City shall restore the premises to the condition in which it was found prior to the commencement of such actions, save only for the necessary removal of trees, brush, undergrowth and other obstructions. And the Landowner, its successors and assigns, does covenant with the City, its successors and assigns, that it is the Landowner of the premises aforesaid and has good right to grant and convey the easement herein to the City. IN TESTIMONY WHEREOF, the Landowner has caused [his easement to be executed as of the day and year first above written. C& H Investmeat Compar.y, a Califomia general partnership By: r c Its: r'Q STATE aF MINNESOTA) )ss. COUNTY OF ) The foregoing instrument was acknowledged before me this _ day of , 2003, by , the of C& H Investment Company, a Califomia general partnership, on behalf of the general partnership. Notary Public 2 ~(r :i . . CALIFORNIA ALL•PURPOSE ACKNOWLEDGMENT I• , State of California ~ County of lro~ ANta c~E-S i. ~ , On -AP9--\ l- 2-~ /7EV3before me, SF15va"1 `10 - Data . Neme aM Tille of Olficar (e.g.,'Jane Doe. Nolary PuNii ) ~ personally appeared G+ftR-lSc-S STF_Pk+T`c.9~1 GRf?F5-E , Name(s) of Sgnerys) ? personally known to me ,.~joproved to me on the basis of satisfactory evidence i ' to be the personW whose nameEs} is/nre ' JASON roSAE-W4 subscribed to the within instrument and ~ Canmrosbn e 1384429 acknowledged to me that he/sqekhey executed rrotary Pubnc - Cauroma ~ the same in his/Yterkheir authorized loa Angales County MyCanm.Exrestawt5.2oo6 capacity(+es~ and that by hisll?etkheir signaturefs)-on the instrument the person(a} or ' the entity upon behalf of which the personl ~ acted, executed the instrument. ~ ~ WITNESS ha a i se i i Place No'ary Seal Above Sigiulure M Notary Public oPrroNac Though the information below is not required by law, it may prove valuable fo persons relying on fhe menf iand could prevent fraudulent removal and reattachment of this form to another document. i~ Description of Attachad Document i i Title or Type of Document: 17QAId^4f1(_-AES Efiftrl~l L.-k" i• Document Date:4*~lwk V 2~{ 12AQO3 Number of Pages: ~ i Signer(s) Other Than Named Above: _T Capacity(ies) Claimed by Signer Signer's Name: CN~~~~.5 STE~H~6~ . ? Individual Topofchumbhere .i ~ ? Corporate Officer - Title(s): i ,0 Partner-OLimited.211OGeneral ~ ? Attorney in Fact ? Trustee ? Guardian or Conservator i: i; [I Other. i Signer Is Representing: 'i A - _ - - - 01988Ne0malNOleryAVamJevOn•93500e5oioAVa..P0.Bm2b2.L1uLSw11i.C.1919112CM•wwv.taeorolroiary.Oq PmE.NO580'I ibatler.CallToLLFrea1d00-818-802] r.. 7 APPROVED AS TO FORM: City Attorney's Office Dated: APPROVED AS TO CONTENT: ublic Works Department Dated: y-22--03 THIS INSTRUMENT WAS DRAFTED BY: 'SEVERSON,SHELDON,DOUGHERTY & ~ MOLENDA, P.A. ~ 7300 West 147th Street, Suite 600 y~ Apple Valley MN 55124 ~ (952) 432-3136 (RBB: 206-4768/Easement No. 999) 3 ; xN~~~ 0 ~ EXISTING KOHL'S BUILDING 1 2~~~~ ~(nZ 1 9 ~ ~ 0 O ~'oz , 5' '7 PROPOSED STORM ~ SEWER EASEMENT N ~ Proposed Storm SewerEasement L F` lit of Ea an Lot 1, Blk 1 Town Centre 70 Fifteenth Add. a~s~os Exhibit A - Y 9 PY ~ C"<-n -{ye L'~r DAKOTA COUNTY PROPERTY RECORDS DAKOTA COUNTY GOVERNMENT CENTER 1590 WEST HIGHWAY 55 HASTINGS, MN 55033 11/07/03 P A I D R E C E I P T RIX139R1 RECEIPT NO: 330212 RE2 PROCESSING DATE: 11/07/03 PAYER NAME: LYLE DAHLIN AMOUNT: $30.00 CHECK: CASH: X CHECK DATE: CHECK NO: RECORDING DATE: 11/07/03 FEE CODES: 10 A AGREEMENT CUSTOMER COPY I Clty Of .clgafl MEMO 4b-~- TO: DALE SCHOEPPNER, CHIEF BUILDING OFFICIAL DALE WEGLEITNER, FIRE MARSIIAI. PAUL OLSON, SUPERINTENDENT OF PARKS MIKE RIDLEY, SENIOR PLANNER CAROL TUMIlVI, UTILITY BILLING CLERK TIM PAHR, ENGINEERING TECHIVICIAN STAN LEXVOLD, CONSTRUCTION SUPERVISOR TOM COLBERT, PUBLIC WORKS DIRECTOR JOHN GORDER, DEVELOPMENT/DE5IGN ENGINEER TOM STRUVE, SUPERINTENDENT OF STREETS & EQUIPMENT PAUL HEUER, SYSTEMS ANALYST ERIC MACBETH, WATER RESOURCE COORDINATOR MARK ANDERSON, ELECTRICAL INSPECTOR SCOTT PETERSON, PLUMBING INSPECTOR FROM: TERRY ZELENKA, COMBINATION INSPECTOR • DATE: OCTOBER 29, 2003 SUBJECT: FINAL INSPECTION FOR KOHL'S DEPARTMENT STORE ADDITION ~ 1350 TOWN CENTRE DRIVE j LEGAL: LOT 1 BLOCK 1 TOWN CENTRE 70 15TH The Protective Inspections Division will be performing a final inspection at 1350 Town Centre Drive on Thursday, November 6, 2003. 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. CD/btdg insp/misGfinal insp - comm bldgs PLUMBING (COMMERCIAL) Permit Application City Of Eagan 3830 Pilot Knob Road, Eagan Mn 55122 ~ 50 O.'-~ U (p o Telephone # 651-675-5675 FAX # 651-675-5674 Date 04/ 03 / 2003 SiteAddress Ezujaw Town Center Unit# Tenant Name Koh 1' s Former Tenant Name Property Owner Telephone # ( ) Contractor Dakota Plumbing and Heating Inc Address 3650 Kennebec Drive #102 City Eagan State MN Zip 55122 Telephone#(651) 454-6645 The Applicant is _ Owner x Contractor _ Other Work Type _ New Bldg 'Add-on Repair RPZ PVB Irrigation sys[em * " Jer Wobschall to calculate fees. R uired meter size is 2" turbo unless smaller siu crmitted b Public Works Description of Work Mc-~ e"°~= S, C~'-,v-5 To inquire if Pressure Reducing Valve is required on new service, ca? 651-675-5646 Meters - Call 651-675-5300 to verify that hydrostatic, conductivity, and bacteria tests passed prior to pickina uo meter Irrigation Size & Type Avg GPM Fire Size & Price 3/4" displacement $156.00 Dotnesric Size & Type Avg GPM Includes high demand devices? _ Yes _ No Flushometers _ Yes _ No PRV Required _ Yes _ No Permit Fee $50.50 minimum (includes State Surcharge) Contract Value $~a~ ~ Q d x Al% 5~ ~O r Base Fee $ Meter(s) Required on all new buildings & boulevard irrieation svstems $ Radio Meter Read S If base fee is $1,000 or less, aurcharge is $.50 $ C' State SurcharPe If base fee is over $1,000, surcharge is $SO per $1,000 of [he Rase Fee Following fees apply only when installing new irrigation system ^ $ YWater Pemut Contac[ Serty Wobschall at 651-675-5024 for required fee amounts $ Tcealment Plant $ Water Supply & Storage $ State Surcharge $ Sop. S ~ Total Fee I hereby apply for a Commercial Plumbing Permit and acknowledge that the information is complete and acwrate; that the work will be in conformance with [he ordinances and codes of the City of Eagan and wi[h the Plumbing Codes; that I understand [his is not a permit, but only an application for a permit, and work is not to start without a pertnit; that the work will be in accordance with the approved plan in the case of work which rguires a review and approval of plans. ApplicanYs Printed Name ApplicanPs Signature CITY USE ONLY REQUIRED INSPECTIONS: _ U.G. _ Air Test _ Gas Test _ Rough in _ Final PLANS SUBMITTED APPROVED BY: 2-'6 / BUILDING INSPECTOR General InFormation • Radio Meter Read (required on all new buildings & boulevazd irrigation systems- $157.00 • RPZ's must be rebuilt every five years. A minimum fee permit per address is required for RPZ rebuilding or repairing. • Water meters include copper hom/strainer, remote wire, and touch-pad meter GPM METERS USE PRICE GPM METERS USE PRICE 1-20 98" residential $121.00 4-120 1-1/2" irrjgation syst S 781.00 displacement sm commercial turbine** must C¢Ceive maximum continuous app[OVaI lo from Public Works 2-30 3/4" lawn irrigation $156.00 4-160 2" hvbine lg inigation syst $ 982.00 maximum displacement residenual & continuous sm commercial production lines 15 3-50 1" displacement very lg res $200.00 1/4 to 160 2" compound bldgs over $ 1,860.00 bldg to 24 units 65 units maximum sm commercial & continuous & lg comm bldgs 25 irri ation s stems L5-100 1-/2" bldgs 25-64 units $484.00 ximum displacement & tinuous most comm bldgs 50 MFTERS REOUIRING 30-DAY ADVANCE NOTICE PRIOR TO PICK UP GPM METERS USE PRICE GPM METERS USE PRICE 5-350 3" turbine very Ig irriga[ion $1,328.00 6-500 4" compound +300 unit bldgs & $3,702.00 syst & production very Ig comm bldgs lines 1/2-320 3" compound +200 unit bldgs $2,411.00 10-1000 fi" compound +400 unit bldgs $6,100.00 very Ig comm bldgs very Ig comm bldgs ' I5-1000 4" turbine very lg irrigation $2,329.00 syst & production lines Comments • To schedule inspection of the inside water line and backflow preventer, ca11 65 1-67 5-5 675. • To arrange for water turn-on, call 651-675-5300. cc: Maintenance Division Clencal Technician Updated 1/03 FIRE SUPPRESSION SYSTEMS Permit Application City Of Eagan / 3830 Pilot I{nob Road, Eagan Mn 55122 ~ l.5~ Q4 ~ Telephone # 651-675-5675 FAX # 651-675-5674 Requirements: 2 complete sets of drawings and specificafions cut sheets on materials and co onents to be used Date---~-/7 / 0 :T Site Address: 13 5 v TD t~v'? C E I•j~ FD 21 ?E Tenant / Building Name: K. N C. ~ The Applicant is: Owner ~ Contractor _ OYher PROPERTY OWNER Ko yL) Address: City: State: Zip: ,J r~'~- CONTRACTOR ~ I 7 (rI E,~ T F)~lie P~~ vFLicense No. e-d 6 d z/ Address: 3 24 96(t,1)/ ~-G 97-u E. - City: ~~au !~7 State: fil N Zip: ^ Phone ESTIMATED COMPLETION DATE: l0 / /0 / 6 3 FTRE PERMIT TYPE: X Sprinkler System of heads 327 Fire Pump _ Standpipe Other: WORK TYPE: _ New X Addition JI: Alterations _ Remodel Other: DESCRIPTION OF WORK: Commercial Residential Educational Other: PLEASE COMPLETE REVERSE SIDE PERMIT FEE: Contract Value $ ° lQ x .Ol% _ $ Permit Fee 0 • If Permit Fee is $1,000 or less, add $.50 $ State Surcharge If Permit Fee is over $1,000, add $.50 per 1 000 Permit Fee 3/4" Displacement Fire Meter - $156.00 $ 0 TOTAL FEE: $50.50 M;nimum Fee (includes State Surcharge) $ I hereby apply far 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 Miruiesota Building/Fire Codes; that I understand this is no it, t only an application for a permit, and work is not to start without a permit; that the work will e in acco ce with the approved plan in the case of wark which requires a review and approval of plans. cJ 1S M F) /a . Jl(A rc v~.(o f.Z Applicant's Printed Narime Appl' anY ignature 7~i 7/6 3 Date DO NOT WRITE BELOW THIS LINE REQUIRED INSPECTIONS ~ Hydrostatic _ Flow Alarm _ Drain Test ~ Rough In _ Trip _ Puxnp Test _ Central Station ~ Final Conditions of Issuance: Permit Approved b• Date: ( //7 / o~ . - ' MECHANICAL (COMMERCIAL) Permit App6ca6on City Of Eagan ~ 3830 Pilot Knob Road, Eagan Mn 55122 S1406 ~CJ Telephone # 651-675-5675 FAX # 651-675-5674 Please complete for: commerciaUindustrial buildings multi-family buildings when separate permits are not required for cach dwelling unit /VZ/ 76-2 Date Site Address dc,e Unit # Te¢ant Name (i[ applicable) Previous Tenant Name Property Owner Telephone # ( ) Contractor Street Address y City State Zip r/ Telephone# J:;;5°/) The Applicant is _ Owner --Z-Contractor _ Other Work Type ~ Newconstruction UndergroundTank _Install _Remove Interior Improvement Call for inspection during instaflation)removal of tank _ Processed Piping Nature of Work: Permit Fee $5050 Minimum Fee (includes State Surcharge) Contract Value $ 14<272o-aZ x .Ol% _ $ Permit Fee • If pertnit fee is $1,000 or less, add $.50 $ ~__7 State Surcliarge Ifpernut fee is over $1,000, add $.50 per $1,000 Permit Fee Tota! Fee I hereby apply for a Commercial Mechanical Pemrit and acknowledge that the information is complete and accurate; that the work e with the ordinances and codes of the City of Eagan and with the Mechanical Codes; that I understand ttus is will be in confPinlyd ication fox a permit, and work is not to start wiChout a permit; that the work will be in accordance with not a pemilt, ban appl the approved p he cas f work hich tequues a review and approval of plans. ted Name Applicant's Signature App cant rin 3 t•-4~~~~`1~ t,~; ~ ..~r~ R~DsUIkPN~ 41 TO: ARNIE ERHART, SUPERINTENDENT OF STREETS & EQUIPMENT # 11 BOB KRIHA, UTII.ITY CONSTRUCTION INSPECTOR DALE WEGLEITNER, FIRE MARSIIAL ERIC MACBETH, WATER RESOURCES COORDINATOR GREGG HOVE, CITY FORESTER JAMIE VERBRUGGE, ASSISTANT CITY ADMINISTRATOR JOHN GORDER, ASSISTANT CITY ENGIPIEER KENT THERKELSEN, CHIEF OF POLICE MARK ANDERSON, ELECTRICAL INSPECTOR MIKE RIDLEY, 5ENIOR PLANNER PAUL HEUER, SYSTEMS ANALYST SCOTT PETERSON, BUII,DING INSPECTOR TOM COLBERT, DII2ECTOR OF PUBLIC WORKS TOM PEPPER, CffiEF FINANCIAL OFFICER FROM: MIKE LENCE, SENIOR INSPECTOR DATE: MARCH 13, 2003 RE: PLAN REVIEW - KOHL'S DEPARTMENT STORE ADDITION 1350 TOWN CENTRE DRIVE LOT 1 BLOCK 1 TOWN CENTRE 70 15T" The plans aze in our plan review section far your review and comment. Please return this form to mv attention with your signed comments and the date of review within seven dayS. If you have any concerns with these plans, please so indicate on this form and notify and resolve these issues with the affected partiea If you aze requesting that issuance of the building pernut 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 Z O N I N G? ? Yes ? No water quality dedication METER SIZE ? Yes ? No pazk dedication ? Yes ? No txail dedication ? Yes ? No tree dedication ? Yes ? No PRV Required Signature Date *dtV oF eagcin PAT CEAGAN M3TCI7 27, 2003 Mayor PEGGY CARI.SON MR STEVE ERICKSON WITCHER CONSTRUCTION CO CYNDEEFIELDS 9855 W 78TH ST $P270 MIxE n-ucutttF EDEN PRAIItIE MiV 55344 MEG TILLEY RE: KOHL'S ADDITION-AND-REMODEL Council Members 1350 TOWN CENTRE-DRIY_E) THOMAS HEDGES Deaz Mr. Erickson: Ciry Administraror We have started 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. Unless otherwise noted, all references are MuniciPal center: to the 2000 I.B.C. It is our goal that this review will help you in complying with the applicable codes and we aze, therefore, requesting that the following items be addressed: 3830 Piloc Knob Road Eagan, MN 55122-1897 1. Complete and submit the enclosed Special Inspection and Testing Schedule. Phone: 651.675.5000 2. Calculate existing and new green space for Planning Division review. Fax: 651.675.5012 TDD: 651.454.8535 3. Submit an Emergency Response Site Plan as outlined on the sample provided. 4. Complete and submit the enclosed Electric Power and Lighting form. Mainrenance FaciGry: 3501 Coachman Point If you have any questions, please contact me at 651-675-5676. Eagan, MN 55122 Sincerely, Phonr. 651.675.5300 . p Faz:G51.G75.53G0 TDD: 651.454.8535 Mike Lence 5enior Building Inspector www.cityofeagan.<om MUjS ' Encl. THE LONE OAK TREE 'Che symbol of screngch and growEh in our communiry ~ CITY Of EAGAN PERMIT pERMIT TYPE: 3830 Pilot Knob Road B u T L D I N G Eagan, Minnesota 55123 Permit Number: 0 2 2 8 0 7 (612) 681-4675 Date Issued: p~ 1/0q/g q SITE ADDRESS: 1350 TOWN CENTRE DR LO7: 1 BLOCK: 1 TOWN CENTRE 70 15l'H / DESCRIPTION: FnuNuarzoN ONLY B.uilding-eermit Type FOUNDATION JBuilding Wark l'ype NEW /U6C 4ecupancy~\ B-2 ~ Gonstruction Tyjk~ IT N Building Length 302 Suilding Width 262 \7~i. . O il Y~~ s C'J REMARKS: PftEVIQUSLY PASD -$18,608.15 FOR PARKS DED. &$6,633.09 FOR 7RNIL pEQ. FEE SUMMARY: VALUflTION $225,000 Base Fee $1,077.00 CITY SAC $2,500.00 Plan Review $700.05 WATER CONNECTION $20,560,19 Surcharge $112.50 S&W PERMTT $100.00 SAC $20,000.00 S&W SURCHAR6E $.50 SAC % 1.00 TREATMENT PLANT $8,700.00 SAC Units 25 ROAD UNTT $9.553.40 Subtotal $21,889.55 Total Fee $63,403.64 CONTRACTOR: - R p p 1 i c a n t- OWNER: KRAUS ANDERSON CONST CO 22917088 FEDERAL LANCI CO 200 GRAND AVE 3470 WASH7NGTON DR 102 ST PAUL MN 55102 EAGAN MN 55122 (baz) 291-708e (612) I hereby aoknowlsdge that S have read this application antl state that the in'Parma'tinn is carrect and agree to comply with al1 appl.icable Stat2 of Mn. L itat'utes and City of Eagan Ordinances. I - R/'CJt ~ GNATUR/~ APPLICANT ER EE SI~ATURE ISSUE : SI / aEasTivo?E _ CITY OF EAGAN PERMIT f . 19"BUILDING PERMIT APPLICATION 661-4675 d SINGLE 6 MULTI-FAMILY 2 sets of plans, 3 registered site surveys, 1 copy of ener9y calcs. . COMMERCIAL 2 sets of architectural E 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 1_s requested once permit is issued. Date /30 /'?--3 Yaluation of work ZZ , oo a Site Address: /331-'0 7~6W/) crA/rRk 0,9/i« fiREET fUliE / / r Tenant Name: (comnercial only) LOT BIACK ~ SUBD~' C' -7D P.I.D. N ' ~ Descri tion of work: `Da Tf/ ~ Od ~ ~ ~ The applicant is: ? Owner Cuntractor ? Other (o..«ibe). Name L/a-A1~ Phone Property LAST FIRS7 ui7c,- r a-z.- Owner Address 3¢7 7-6AJ 01Z~ t/,E 6 STREET !TE I r~(• Zip City State I)V!/d) Company b' Sc~i=C Phone Contractor Address 2~O ~11?1,2i-nlo AV, License Exp. City S'1" State m i d4j _ Zip SS~-o '2.._ Company T< Phone 359--¢2-0 0 ArchltecU Engtneer Name 6 dJ 7,j C L Registration # Address 560 /ZS tity MII'Z 5' State ljd, ZiP -~s~-C) , Sewer 3 water licensed plumber . Processing time for sewer & water permits is two days once area has been approved. I hereby acknowledge that I have read this ap licatio and state that the information is correct and agree to comply 11 applicab Stat f Minnesota Statutes and tity of Eagan Ordinances. T Signature of Appticant: ~ - OFFICE USE OiJLY . . BUIIDING PERMIT Tl'PE 00I Foundation ? 06 Duplex E3 11 Apt./Lodging ? 16 Basement finish ? 02 SF Dwg. ? 07 4-Plex ? 12 Multi. Misc. E3 17 Swim Pool O 03 SF Addition E3 OB 8-Plex ? 13 6arage/Accessory 13 l8 Gomm./Ind. ? 01 SF Porch O 09 12-Plex 0 14 Fireplace 0 19 Comm./Ind. Misc. ? 05 SF Misc. 0 10 Multi. Add'1. ? 15 Deck ? 20 Public Facility ? 21 Niscettaneous WORK TYPE ~ 31 New ? 33 Alterations ? 35 Tenant Finish 0 37 Demolish ? 32 Addition O 34 Repair ?_36 Move GENERAL INFORMATION tonst. (Actual) 2~',41 Basement sq. ft. MWCC System ~ (Allowable) lst F1. sq. ft. City Mater UBL bccupancy ~ 2nd F1. sq. ft. PRY Required " Zoning Sq. ft. total Booster Pump ! of Stories Footprint Sq. ft. Iz Fire Sprinkler Length 3oz' On-site well Census Code 3 z~ Depth 262 On-site sewage SAC Code i.~j APPROVALS 6 Planning Building Assessments Engineering Variance R.EOUIRED INSPECTIONS ' 0 Site RJ Footing 0 framing O Insulation ? Mallboard ~ Final ? Draintile ? Fireplace Permit Fee v.u.c;~: $ 2~5 ~ Siircharge '//Z.S'o 3 3 8' 3 3 o S~ F~ Plan Review Lieense - RWCC 5AC 000 ~ 20o Oo Crty SAC ~ ,h ~ = z sVo :Jater Conn. ~--~b ,i z~ ~o.r ~ '7(,6 9? - 20 61ap Water Meter - Atc,t. Deposit on S':e 5/N Permit /00 S/W Surcharge ~..&0 Treatment Pl. k. po _3yB - ~~Do Road Unit s3 /23oa• ~~6~99 Park railseDed. n./S D'SSk 33833.~ /S`-~~rQ af ~ C. 3 i p ~ _J lXPve w~.vr.P~~'e pBT Lopies Other ~ Total: SAC % SAC Units zs PERMIT ~ CITY Of EAGAN 3830 Pilot Knob Road PeRmir rvPe: ~~j 46~N C Eagan, Minnesota 55123 Permit Number: 022975 (612) 681-4675 Date Issued: 0 2 J 2 2/ 9 A SITE ADDRESS: 1350 TOWN CENTRE UR LO'ie 1 BLqGKe 1 TiJWN CEN7RE 70 15TH DESCRIPTION: (KOHL'S~ 80"ildin~,,Permit T,ype COMM.fIND. Ouild:ing 'W*rk Type NEW 1-b9C OCcupsncy ~ 8-2 Cpnstt~uctitxn TVp,e II N Zaning .i-.N CSC Sui,td,zng Leetgth / 302 l. 8t1ildin;g Wid'tPt 262 C>~ (DP wagan REMARKS: FEE SUMMARY: VALUATIUN $2,875.060 E3ase Fee $7,289.50 Plari Review $4,738.18 Surcharqa ~1.~:L62.50 ToT.al FeP $13;190.18 CONTRACTOR: - wpplicanti - OWNER: KRAUS ANDERSON CONS1" CO 22917088 FEDERAL LAND 200 6RAND AVE 3470 WASNINGTQN DR 102 ST PAUL MN 56102 EA(yflN MN 55122 (612) 291-7088 T hsreby" acknaw3edqe that I have read this applicatiota and state thot the ' infarmaC3an is r.arrect and agree to co-mply wirh a1i apPla.cable state crf mn= Statutes and Gity af Eagan 0-rdinanoas_ A 111 KPIA !!l-I APPLICANTlPERMITEE SIGNATURE 'ISSUED BI: I NATU REACTIVATE _ CITY OF EAGAN YERMIT i 1993-BUILDING PERMIT APPLICATION ~ '9q 681-4675 SIN6LE 6 MULTI-fAMILY 2 sets of plans, 3 registered site surveys, 1 copy of energy calcs. CdMhIER I L 2 sets of architectural b 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 i_s requested once permit is issued. Date Valuation of work _J,,00,- o°° >~~Ltfdfs Fm-r y~ Site Address: Tow,~/ Cc~?~'~",~' D/7'ii/,~ - CiREET fU1TE N Tenant Name: (commercial only) /S 6~L s LoT aLOCx L_ sueD. 4W P.I.D. M Descri tion of work: AICX&l (!161> The applicant is: ? Owner 12 Contractor ? Other (o..or+w). Name `EO~.tRAz Lla AO Phone Property L•S, F,a:T Owner Address 3f-10 XAIAsaj){rad V2jdc~ 50 / ~'C'- /a~--- STREET iTE / tity ~s'~L.t~-i1 State M 41r~. Zip 5S1 Z-~-- Company f~4)5 /7/?OE~'s~,c/ (,~3ob Fo,~) Phone 2-9/' 7o±J COntfBCtOf Address Zao &R.a,~s~ V,! license d Exp. City 5T 1"AtJL State Zip S"5/0'L Company X• ~.F Phone ~ 3 g- ¢'Z0o Architect/ Engineer Name .00,1 CV1?iN1c4 _ Registration i / Address 3 ['o City /Y~~CS • State /~I~~~i~• Zip 55~nJ Sewer E water licensed plumber . Processing time for sewer 3 water permits is two days once area has been approved. I hereby acknowledge that I have read this application and state that tAe information is correct and agree to comply with all applL)Dle State of Minnesota 5tatutes and City of Eagan Ordinances. 5tgnature of Applicant: ` . OFFICE l1SE ONLY . , BUILDING PERMIT TYPE , - • ' . Y , . O 01 Foundation 0 06 Duplex ? 11 Apt./Lodging ? 16 BasEfnent finish 0 02 SF Dwg. ? OT 4-Plex O 12 Multi. Misc. 0 17 Swim Pool ? 03 SF Addition ? 08 B-Plex 0 13 Garage/Accessory 0 18 Comm./Ind. ? 04 SF Porch ? 09 12-Plex ? 14 Fireplace ? 19 Lomm./Ind. Misc. O 05 SF Nisc. 0 10 Multi. Add'1. ? 15 Deck ? 20 Public facility O 21 Miscellaneous WORK TYPE 0 31 New ? 33 Alterations 0 35 Tenant Finish E3 37 Demolish O 32 Addition ? 34 Repair ?.36 Move GENERAL INFORMATION Canst. (Actual) Basement sq. ft. MWCC System (Allowable) ~ lst fl. sq. ft. tity Hater X UBL Occupancy g.z 2nd F1. sq. ft. PRV Required Zoning GS c. Sq. Ft. total Booster Pump Y of Stories ~ footprint Sq. ft. Fire Sprinkler ~ length aoz On-site well Census Code ~_Yz2 Oepth z&z On-site sewage SAC Code 30 APPROVALS / Planning Building Assessments Engineering Yariance REDUIRED INSPECTIONS ' 10 Site ja Footing ,0 Framing ? Insulation ? Mallboard Final 0 Draintile O Fireplace Permit Fee Z40,9,S v.iu.sion: g ZP9 S- OOv Surchar9e 71• -r-so ido Goo Plan Review J3 +3j3 gSo ~zzs Li cense _ MWCC SAC 3 7 50 City SAC {Jater Conn. Sd t~e~n~~Fee Mater Meter --~-r Acct. Deposit S/M Permit S/YI Surcharge . Treatment Pl . Road Unit f l~ ~v Park Ded. ~ Trails Ded. dop3~ ~~~~ooo _ z~z,SO Copies - Other Total: 13 SAC % SAC Units a ~ CITY OF EAGAN PERMIT 3830 PilotKnobRoad PERMITTYPE: BuILpTNG Eagan, Minnesota 55122-1897 Permit Number: 027513 (612) 681-4675 Date Issued: 0 5/ 13 / 9 6 SITE ADDRESS: 1350 70WN CENTRE DR LOT: 1 BLOCK: 1 , TOWN CENTRE 70 15TH P.I.N.: 10-77039-010-01 DESCRIPTION: (KOHL'S) gLilda`,ngPermit Type COMM./IND. MISC. ;Bui.~di_ng ark Type ALTERATION ' CensUS Code 328 OTHER NONRES. t t~ f ,4 / f.G.. . . v....,~a , ~ - .x . , ..J._. v.~..r.. ~,._'t,(.r ~ . . ..r v t);E `r'-~: REMARKS: MASONRY SCREEN WALL FEE SUMMARY: VALUATION $8,000 Base Fee $137.25 Surcharge $4.00 Tntal Pee $141.25 CONTRACTOR: - ,qpplicant - OWNER: HA6LIN & SONS, C F 29206123 C& H INVESTMENT CO 4005 W 65TH ST 501 N CIIFFW00D AVE EDINA MN 55435 LOS ANGELES CA 99049-2621 (612) 920-6123 I hereby acknawledge that I have read this application and state that the informatzon 3s carrpotand agree ttr comply w:tth all appaicahle State df Mrt. StaCwtes and City trfi Eagan OPdinances. APPLICANT/PERMITEE SIGNATURE &(j ISSUE ' IGa E CITY OF EAGAN f~ 1996 BUILDING PERMIT APPLICATION (COMMERCIAL) Ifff 0 681-4675 c6"J-!0 The tuliowing are tequired with apprepriate ceRifiwtion for all pm consWGion: ~ 2 each: archHeclural plans; mech. & elec. plans; fire sprinkler plans; structurel plens; site plans; landscaping pians; gradingldreinage/erosion wntrol plan; utility plan ~ 1 each: set of apeci8cations; set of energy calculations; electricel powar 8 li9nling torm; Special Inspedions & Testing Schedule • Letter from MCANS (phone M222-8423) indicating SAC determination ~ Code Anaysts inAicating: Codes used; ocapancy Gassifications; setbecks; maximum allowable erea es per Building anO City Codes abng with sq. R. per floor; type of construdion (synopsis of consWCtion components) 8 eny occupancy or area separation walls; ocwpancy loads; exd synopsis with a diagram indicating exiting loads from each room or area, Vavel paths 8 all reted corridors; plumbing fixtures; and paAcing. DATE: .45woe/G .3e, WORK TYPE: _ NEW _ REMODEL DESCRIPTION OF WORK: CONSTRUCTION COST: lzl:;~ TENANT NAME: e'VyLS SITEADDRESS: ~~~~E`C ~'Q~?6 LOT BLOCK.SUBD. " ` P.I.D. # 70 ~ff bi-i PROPERTY Name: k"'~ &06~l-B' Phone OWNER Street Address~ ~ PA~11~ Ciry: (CtAada,- state: ziP: 000-! G,11 CONTRACTOR Company: 4't .''J bs Phone Street Address• City: -2--; IA14 Zip: J- ARCHITECTI Company: /fAED~/4 0 /iSaes Phone ENGINEER Pid ~9 L-4EO/s/4 RECE0VED Name: -,Zjm -r s Registration WPR 3 Q 1326 Street Address• 73010 City: 45~)i,v4 State: ~qfl Zip: SS~F3 J' Sewer & waier licensed plumber: i hereby acknowledge that 1 have read this applicatlon and state that the information is correct and agree to comply with all . f/~4 er c"*-i 4t sO'-f` applicable SWte of Minnesota Statutes and City of Eagan Ordinances. ~.Ar- Signature of Applicant: ~ OFFICE USE ONLY BUILDING PERMIT T1fPE ? 01 Foundation --U41-8 Comm./Ind. Misc. 0 21 Miscellaneous 0 18 Comm.llnd. ? 20 Public Facility WORK TYPE ? 31 New ~33 Alterations ? 35 Tenant Finish ? 32 Addition ? 34 Repair ? 37 Demolition GENERAL INFORMATION Const. (Actual) Basement sq. ft. MC/WS System (Allowable) First Floor sq. ft. City Water UBC Occupancy sq. ft. Fire Sprinklered Zoning sq. ft. Census Code 32fS # of Stories sq. ft. SAC Code ~ o Length sq. ft. Census Bldg. / Depth Footprint sq. ft. Census Unit ~ APPROVALS Planning ~ Building Engineering Variance Permit Fee Valuation: $ ~ Surcharge Plan Review MCNVS SAC City SAC Water Conn. SNV Permit S!W Surcharge Treatment PI. Road Unit Park Ded. Trails Ded. Water Qual. Other ' Copies Total: % SAC SAC Units Meter Size I t? MEMO _ city of eagan TO: PAT GEAGAN, CHIEF OF POLICE JON HOHENSTEIN, ASSISTANT TO THE CITY ADMINISTRATOR OFI' 4~1 DALE WEGLEITNER, FIRE MARSHAL ELECTRICAL INSPECTOR .-PUBLIC-WORKSIENGINEERINGIUTILITIESlSTREETS ' GENE VANOYERBEKE, FINANCE DIRECTOR RICH BRASCH, WATER RESOURCES COORDIN T MIKE RIDLEY, SENIOR PLANNER GREGG HOVE, SUPERVISOR OF FORESTRY FROM: DALE SCHOEPPNER, SENIOR INSPECTO p pn DATE: V SUBJECT: PLAN REVIEW The _ preliminary _x construckion plans for A AfIONR Y SC/Cz[,N 94LG jyt. 4 4tN. S"LT are in our plan review section for your review and comment. C,J X.,y4'f D t% f7owct t,r jd&,, K G c.vf£k Please notity the Protective Inspedions Division if you have any reason that these plans should not 6e approved and resolve any problems with the aifected paroes. If you are requesdng that issuance of the buikling pertnit be held, please fill out the proper "hold" request fortn. / Comments• G~ ~~'~~lG - 1~~= J jq ~ v2Erm ~ i` G~2ac~ S o? - c,J~-G '0"11/19 U4 C o io '4 Ow Ll /S'G Indicate any fees that are to be colleded with the building permit: Amount ? Yes ? No landsppe security required ? Yes ? No water qualily dedication ? Yes ? No park dedication ? Yes ? No treil dediption ? Yes ? No Vee dedication ? Yes ? No Signature Date plan+w.iew ~ MEMO - city of eagan TO: PAT GEAGAN, CHIEF OF POLICE ~ JON HOHENSTEIN, ASSISTANT TO THE CITY ADMINISTRATOR n ~~1 DALE WEGlE1TNER, FIRE MARSHAL V ELECTRICAL INSPECTOR ~ V~ G PUBUC WORKSIENGINEERINGIUTILITIES/STREETS n~i ~ A r GHNE VANOVERBEKE, FINANCE DIRECTOR l l ~"r- RICH BRASCH, WATER RESOURCES COOROINAT ~ ~~1I ',`j+ `V MIKE RIDLEY, SENIOR PLANNER ~5 ~ I! GREGG HOVE, SUPERVISOR OF FORESTRY ~r' 1-`~~ L~• FROM: DALE SCHOEPPNER, SENIOR INSPECTO p V" DATE: ~R` 1 ~ P~ Q~ SUBJECT: PLAN REVIEW The _ preliminary -4 conswctian pI ans for 14 &ro,v0e y Sc,cZ c,v A141 jiR oq (p tnt Tt r are in our plan review section for your review and comment. e. A.M4't btOl. SWc[ ,tN Td..+K C t'MlL'e Please nolify the Protective inspections Division if you have any reason thffi these plans should not be approved and resolve arry problems with the aftected parties. If you are requestlng that issuance of the buiiding pertnit be held, please fiII out the proper "hold' request tortn. Camments: Indicate any fees that are to be collected with the building permit: A oun ? Yes ? No landscape security required ? Yes ? No water quality dedicaHon ? Yes ? No park dedication ? Yes ? No trail dediqtion ? Yes ? No trae dedication ? Yes ? No Signature Date vlen+ev.few a CG~fl K"~Pos PROTECTIVE INSPECTIONS STAFP ~ ~ K? Bill A. Y 2 Dirk H. ~ ON ? Bill B. Doug R. jaa-S- (i Dale S. QN i Joe Vy~ S~ M8FlY19A-G- / ~Z Dale W. ~ Mike L. NemerS- MEMO - city of eagan ~ O ~(!1 TO: PAT GEAGAN, CHIEF OF POLICE JON HOHENSTEiN, ASSISTANT TO THE t;* DALE WEGLEiTNE R, FIRE MARSHAL lNSPECTOR /'VI ~ G Y RICH BRASCH, WATER RESOURCES C~ l{~ MIKE RIDLEY, SENIOR PLANNEit V GREGG HOVE, SUPERVISOR OF FOREFROM: DALE SCHOEPPNER; SENIOR IN3PECT~ S~~• DATE: Q~ ~ SUBJECT: PLAN REVIEIN The _preliminary 'X construction plans for AAwloWie t, 14444t! /yqLG `jR stT are in our plan raview sadion for your review and mmment & X.Nei bt il. 577" s,Y ~i•~K C t'~Q Please notify the Protective InspecNons Division if you have arry reason fhat these plans shauld not be approved and reaoMe arry problens wilh the affected pardes. If you are requestlng that isauance of tha buiking pertnit ba held, please fiil aut the proper "hold' request fortn. Cammenb: Indiqte any fees that are to be collected with the building pertnit: Amoun ? Yes ? No landsppe security required - ? Yes ? No water quality dediption ? Yes ? No park dedication ? Yes ? No trail dedication ? Yes ? No Vee dediptian ? Yes ? Na ~[v Signature p te P~rww.iw MEMO - city of eagan TO: PAT GEAGAN, CHIEF OF POLICE JON HOHENSTEIN, ASSISTANT TO THE CITY ADMINISTRATOR OrI' ~(!1 DALE WEGlE1TNER, FIRE MARSHAL ELECTRICAL INSPECTOR ~ r VI PUBLIC WORKSIENGINEERING/UTILITIES/STREETS n Pi Y+ GENE VANOVERBEKE, FINANCE DIRECTOR ~/I ~ ~ RICH BRASCH, WATER RESOURCES COORDINAT ~ ly~f/ ;~/i MIKE.RIDLEY, SENIOR PLANNER ~I I~ V : GREGG HOVE, SUPERVISOR OF FORESTRY ~ ~1, f~ ~ L~ FROM: DALE SCHOEPPNER, SENIOR INSPECTO DATE: ~f/~ v' I O ` 1 ~ f'~ QI/' SUBJECT: PLAN REVIEW The _preliminary _k,construdionplansfor A Aw1mNe p SC/C.LUf A141 L AC A 4t,K StT are in our plan review section for your review and comment. bt% Sxkct .t~? 'rd4+K ctwyz'¢ Please notify the Protedive Inspedions Division if you have any reason that these plans should not be approved and resolve any proWems with the aReded parties. If you are requestirng that issuance af the building permit be held, please fill out the proper "hold' request fortn. Commenb: Indicate any fees that are to be collected with the building pertnit: Amaun ? Yes ? No landscape security required ? Yes ? No water quality dedication ? Yes ? No park dedication ? Yes ? No trail dediption ? Yes ..O~No tree dedication ? Yes ? Na Signat Date p~afrav.inv , , . MEMO - city of eagan TO: ; PAT_GEAGAN, CHIEF aF POLICE , JON HOHENSTEIN, ASSISTANT TO THE CITY ADNIINISTRATO~ O~{ ~(JI `OALE WEGLEITNER,.FIRE-AAARSHAL - - f y ELECTRICALINSPECTOR • PUBLIC WORKSlENGINEERINGlUTILITIES/STREETS ~ Y~V ) GENE VANOVERBEf(E, FINANCE DIRECTOR < < RICH BRASCH, WATER RESOURCES COOROINAT n'1~lI i1`f / MIKE RIDLEY, SENIOR PLANNER ~~~5 ~ ~1 ~ ~V GREGG HOVE, SUPERVISOR OF FORESTRY ~ FROM: DALE SCHOEPPNER, SENIOR INSPECTO n o~A l1'~~ '~1' Sr~• DATE: P1` ~r r'~ V~ 1~ ~ SUBJECT: PLAN REVIEW The_preliminary -)C construction plans for 4 ~*10Ne f' SC9Z EN ffAGL fDiG A IM rtT are in our plan review section for your review and comment. C, 11(.0M&'S at% S77.,Lt ti? 'rdWK C='41'a Please notify the Protective Inspectfons Division if you have airy reason that these plans should not 6e approved and resolve any problems with the afiected parties. If you are requesting that issuance of the building permit be held, please . fill out the proper "hold° request fortn. Commenta: Indicate any fees that are to he collected with the building permit: Amount ? Yes ? No landscape security required ? Yes ? No water quality dedication 40rr ? Yes ? No park dedication ? Yes ? No trail dedication A ? Yes ? Na tree dedication ? Yes ? Na s 816-niture D te vi~.ff« ~ MEMO _ city of eagan TO: PAT GEAGAN, CHIEF OF POLICE JON HOHENSTEIN, ASSI3TANT TO THE CITY ApMINISTRATOR O~} J~1 DALE WEGLEITNER, PIRE MARSHAL .-ELECTRlCAL INSPECTOR ' ~ + PUBLIC WORItS/ENGINEERINGIUTILITIESlSTREETS GENE VANOVERBEKE, FINANCE DIREC~OR-- RICH BRASCH, WATER RESOURCES COORDINAT MIKE RIDLEY, SENIOR PLANNER GREGG HOVE, SUPERVISOR OF FORESTRY FROM: DALE SCHOEPPNER, SENIOR INSPECTO pn~ `f~ ~ Si DATE: f~y,'" SUBJECT: PLAN REVIEW The _ preliminary -Xconstruc[ion plans for tQ AkIO,tFR V 541CLfr1/ ffALL F'?XL /q e2t.K ff T are in our plan review sectlon for your review and c.omment. &A'..Me's bt% 5w," ,.tN 7,?w K C t.v~T'CR Please notify the Protective Inspections Division if you have any reason that these plans should not he appraved and resolve any prchlems with the affected partes. If you are requesting that+ssuance of the buiiding pertnit be held, please fill out the proper "hold" request fortn. Comments: O1_~- Indicate any fees thffi are to be collected with the building pertnit: Amo n ? Yes ? No landscape security required ? Yes ? No water quality dedication ? Yes ? No park dedication ? Yes ? No trail dedication ? Yes ? No tree dedication ? Yes ? No 51 2 Signature Date plaMev.iew . MEMO - city of eagan TO: PAT GEAGAN, CHIEF OF POUCE JON HOHENSTEIN, ASSISTANT TO TNE CITY ADMINISTRATOR DALE YVEGLEITNER, FIRE MARSHAL ELECTRICALINSPECTOR PUBLIC WORKS/ENGINEERING/UTILJTIESISTREETS GENE VANOVERBEKE, FINANCE DIRECTOR RICH-BRASCH; WATER RESOURCES COOROINAT MIKE RIDLEY, SENIOR PLANNER ~ I' `ls GREGG HOVE, SUPERVI$OR OF FORESTRY ~ Q FROM: DALE SCHOEPPNER, SENIOR INSPECTO n!n1 p DATE: ~I~` { 1 . pp V SUBJECT: PLAN REVIEW The _preliminary _x constructionplansfor 19 4i ImNe 10 SC/CZLN pqGL AC ~tN. J1 T are in our plan review sedion for your review and mmment. e, A'.Ne3 Dt% Sw" tw Td4+"~ C rwmR Please notify the Protective Inspections Divisian if you have any reason that these plans should not be approved and resolve any problems wilh the affected paAies. If you are requesting that issuance of the building pertnit be held, please fill aut the proper "hold" request fartn. Camments: v~ Indicate any fees that are to be collected with the 6uilding pertnit: Amoun ? Yes No landscape security required ? Yes No water quality dedication ? Yes No park dedication ? Yes No trail dedication ? Yes No tree dedicatian ? Yes No _4440~4f ~ h1b Signature ate plbt+w.iew : w...~:..,.,.,....xy...:...y; .st^:'::>::a.. ;ro.;::,. ::exa::a:r~>J.... ,•s.;.yx::<:.::~~.:;. y:ua..a...:~.rct:°i:::;>w.,s°s.-,.;...r~..«. R4 s o~C izE¢a3 r~Dhn a z o ,~&~o-~w ~su4ffi fpn a ~ ..u~' i g g:'~x ~,~.7~ . x ~ . ~no° ~a.~"5,~;~2,~V~. ~a* s~'~ s~ °ia+°^y a ~~3~ ~ ~,.x .o~ s&~•~ A 1994 PBMNW (CUMMERCIAI,) CITY OF EAGAN 3830 PILOT KNOB RD EAGAN MN 55122 (612) 681-4675 PLEASE COMPLETE FOR ALL COMMERCIALJINDUSTRIAL BUILDINGS. AISO COMPLETE FOR APARTMENT BUILDINGS OR OTHER MULTI-FAMILY BUILDINGS WHEN SEPARATE PERMITS ARE NOT REQUIltED FOR EACH DWELLING UNIT. 0= :3~:'i: CGNTRACT PRICE: $ CJOD ~ NEW BUII.DING INTERIOR IMPROVEMENT WORK DFSCRIPTION: FEES o~ 1% OF FEE $ 7a9 PROCESSED PII'ING: $25.00 MINIMUM FEE: $25.00 STATE SURCHARGE $.50 FOR EACH $1,000 OF ,aPAFEE. ~a TOTAL $ 7,~9 9 STI'E ADDRESS: /0~15 Ti9AV G'~v~ ~e?/f~ OWNER NAME: ,eo/eZ_.S TELEPHONE 338- /eCO TENANT NAME: (nvPxovsMErrrs oivi,Y) INSTALLER: ~e~5 Cocm~.v~.rr-u6 ADDRESS: CITY: cST" P.¢vc_ STATE: /YJ/V ZIP CODE: S~/I TELEPHONE#: ~ Gf/ . n ^ A ~ t n Q . . . + ta . .T t:. A I? ~ !G /l 1 . ' " I. " . ' • ~ y <...; ;;:."~"s`- . . . . ~ ~ ' . a ~ f...ti.a3. •:>e:..::. .k'' ~ ..r d.'.: ~4:<..• ..'..a~ ~ . '~,~...>~:>>:3:<3„a.c>?«3,?t~.:.~^~&i:~~::x~'s::k!:>;~o-:FY:Yk?:~::E;:,.,.>xF;~:.. o>;~~' F4` rofF~Sa.~.'~': ..£:3`... '.~e.~e:.. z F~- i~ . . ' .y.. . a. ~ . . . . . . ~ . ~t a.~c ~ . . ~ , . . . . . . a.,3. ,a~>?55~?~0'.~, ~,~c~~. ..«r.~:.-i%#r '~...~?'~`f°°""1<p... . . . . . . . . 1994 MECHANICAL PE1tMIT (RESIDFNTIAL) CITY OF EAGAN 3830 PILOT KNOB RD EAGAN MN 55122 (612) 6814675 PLEASE COMPLETE FOR SINGLE FAMILY DWELLINGS. ALSO, FOR TOWNHOMES AND CONDOS WHEN PERMTTS ARE REQUIRED FOR EACH UNTT. NEW CONSTRUCI'ION fiii -v^i: A/C ADD-ON FURNACE FIREPLACE INSERT DATB FEES HVAC: 0-100 M BTU $ 24,00 ADDITIONAL SO M BTU C>,pp GAS OLTTLETS (MINIMUM 1 @ $3.W EACH) ADD-ON/REMODEL (Exis'IVNG CoNSTRUCITON) $ 20.00 STATE SURCHARGE .50 TOTAL SITE ADDRES3: OWNER NAME: TELEPHONE INSTALLER: ADDRESS: Crry: STATE: ZIP CODE: TELEPHONE SIGNATURE OF PERMITTEE V ...g.<.v^.):til:.G::_:' . ::q:::~.n9P~:'iE~3.°'? n;^e.:;:g$`~r~:en':.','W.>:~:;:...~,.L':.... ,My.. ~:bi:i¢;~`:,r::0~6aEhk?~r'v: 'y •..Lk4. n..y..yg. . . : . . .''.~,.~,~w.p.r;~..:aF• o:. .::w..$~i:>i...~. .`~~.i... ~'R~r.`^ <~~:~;,r.~ ~S:o :i . ..3E ~.:rsxt ~e:8rSL . . ' . 1 ~C.. : .~.w..~$. .;N.'S~4• . ~ W%k. 5;: ~i . ~ @ ' dY~~`:a~Y.. 3 :_~c..,.... . . . [ S~»..~..., 1994 MECHANICAL PERMTT (COMMERCIAL) CITY OF EAGAN 3830 PILOT KNOB RD EAGAN MN 55122 (612) 6814675 PLEASE COMPLETE FOR ALL COMMERCIAUINDUSTRIAL BUILDINGS. ALSO COMPLETE FOR APARTMENT BUILDINGS OR OTEIER MULTI-FAMILY BUILDINGS WHEN SEPARATE PERMITS ARE NOT REQUIRED FOR EACH DWELLING UNTT. DA'TE: Februarv 28. 1994 CONTRACT PRICE: $ $97,500.00 x NEW BUILDING INTERIOR IMPROVEMENT WORK DFSCRIPTION: HvAc including gas piping per attached plan sheets M-1, M-2 and M-3 dated 2/28/94 and load calculations dated 2/22/94. FEES 1% OF PO F x<: a.~;~ FEE $ 975.00 PROCESSED PIPING: $25.00 MINIMUM FEE: $25.00 STATE SURCHARGE $.50 FOR EACH $1,000 OF MM' FEE. TOTAL $ 975.50 STTE ADDRESS: 1350 Zbwn Center Drive OWNER NAME: xohls TELEPHONE 414-783-5800 TENANT NAME: (IMPROVEMENTS oNL1) INSTALL.ER• Master Mechanical, Inc. ADDRESS: 901 E. 79th Street CITY: slocnincrton STATE: Minnesota ZIP CODE: 55420 TELEPHONE 851-9911 A SIGNATURE OF PE ITTEE CITY INSPECTOR Steven C. Nelson 'UMLl r . . ~"L• ......r.:.~ :..r. v ~ ~ ¢ ~ .'te~'vi°:;.:$~o-"~~.~. x g~' ~~F~+~4•~'e,~ ~ §iu3 k~~~4~g~3'id 3's£ r 3'fi"~~~~{n~"' Ero~~ ~ ~ 'R v~ b ~~Eh~'.~ E~ r..~~'~~~~ . ~ ~ s a ~sa;."~~x~~~s3~~"3~33 ~¢~a~~~.»~a ~ ''e. $ :~F~~~~~m a~" yo~~~..: .ns~`. 1994 MECHANICAL PERMIT (RESIDENI7AL) CITY OF EAGAN 3830 PILOT KNOB RD EAGAN MN 55122 (612) 681-4675 PLEASE COMPLETE FOR SINGLE FAMILY DWELLING3. ALSO, FOR TOWNHOMES AND CONDOS WHEN PERMITS ARE REQUII2ED FOR EACH UNTT. - - - - - - - - - - - - - - - - - NEW CONSTRUCTION ADD-ON A/C ADi -Oiv FURNAGr: FIREPLAC'E INSERT DATE FEES HVAC: 0-100 M BTU $ 24,00 ADDTTIONAL 50 M BTU (>,pp GAS OUTLETS (MINIMUM 1 @ $3.0p EACH) ADD-ON/REMODEL (EXISTnvG coNSrxUCrtoN) $ 20.00 STATE SURCHARGE .SO TOTAL STTE ADDRES5: OWNER NAME: TELEPHONE INSTAL,LER: ADDRESS: CITl': STATE: ZIP CODE: TELEPHONE SIGNATURE OF PERMITTEE CITY USE ONLY L ~ BL ~ RECEIPT#: R ~O ('S7 suso. REceiaronre: `6 - aS -9 ~ 1997 MECHANICAL PERMIT (COMMERCIAL) CfTY OF EAGAN 3830 PILOT KNOB RD EAGAN, MN 55122 . (612) 681-4675 Please complete for. . all commerciaUndustrial buiidings. ? multifiamily buildings when separate pertnits are = required tw each dwelling unit DATE: CONTRACT PRICE: 7~ WORK TYPE: NEW CONSTRUCTION INTERIOR IMPROVEMENT DESCRIPTION OF WORK: ,~G%'h !/~'R+~~°pCp~c~~-~o.- FEES: .$25.00 minimum fee Q 1% of contract price, whichever is greater. • Processed piping - $25.00 • State surcharge of $.50 per $1F?000 of2elmA fee due on all permits. CONTRACT PRICE x 1% PROCESSED PIPING STATE SURCHARGE TOTAL AA9'~ 51TEADDRESS: /-3-577 OWNERNAME:I AOWV°15 (~50`UzC° TELEPHONE#: ~o ~ y~6 3is" 5S TENANT NAME: (InnaROVennErrrs oNLr) X/0//1.5 INSTALLER: ~(~~NS Sf rU/CPS ~o~~ • ADDRESS: CITY: L/OOLCS~ir.~/b'OJ STATE: ZIP:'~s Y~O PHONE 19S / - 3 wO SIGNATURE: SIGNATU E OF PERMITTEE CITY INSPECTOR CITY USE ONLY LOT BL RECEIPT SUBD. RECEIPT DATE: 1997 MECHANICAL PERMIT (RESIDENTIAL) CITY OF EAGAN 3830 PILOT KNOB RD EAGAN MN 54122 (612) 681-4675 Date: Complete tlus section onlv if vou are iustalling HVAC in sinele family, townhome or condos that are under construction and are not owner /occuuied. • HVAC: 0-100 M B T U $ 24.00 ADDITIONAL 50 M BTU 6_00 • Gas outleu ( minimum of one required @$3.00 ea.) • State Surcharge: .50 • TOTAL: Complete this section onlv if vou are remodeling adding to or renairinE eaisting single familv dwellinas, townhomes, or condos. _ Add-on furnace _ Add on air conditioning _ Add-on air exchanger, i.e. Vanee system, etc. _ Other Minimum fee applies to all remodel or add-ons of existing residences $ 20.00 Stace Surcnarge .50 Total: $ 20.50 S7TE ADDRESS: OWNER NAME: PHONE INSTALLER NAME: PHONE STREET ADDRESS: CITY: STATE: ZIP: SIGNANRE OF PERMITI'EE CI7Y USE ONLY L ~ BL ~ RECElPT#: 303 cG SUBD. ~~dwN. 1i9~~/~ 70 " I5 ~ RECEIPT DATE: I%L5~7 1997 MECHANICAL PERMIT (COMMERCIAL) CITY OF EAGAN 3830 PILOT KNOB RD EAGAN, MN 55122 (612) 681-4675 Please complete for. b all commerciaUndusfial buildings. . multi-famity buildings when separate permits are = required for each dwelling unit. DATE: ID- CONTRACT PRICE: ~ Eaod~ ~ WORK TYPE: NEW CONSTRUCTION e INTERIOR IMPROVEMENt DESCRIPTION OF WORK: apv L`^) 2ce' ?--tSi, vei iT bF222T~~ FEES: ~ $25.00 minimum fee Qr 1% of contract price, whichever is greater. . Processed piping - $25.00 . State surcharge of $.50 per $1,000 of nermit fee due on all pertnits. CONTRACT PRICE x 1% PROCESSED PIPING c~o STATE SURCHARGE TOTAL SITE ADDRESS: L7y- OWNERNAME:LL--~trYCi~ TELEPHONE#: L8[~^83g~' TENANT NAME: (IMPROVEMENTS ONLI) INSTALLER: ~~LE 1 h1 G • ADDRESS: 611A-1 60.4FAFn A*JK- S • crrr: $Loc-.)t-t i STATE: F--i t--) ZIP: PHONE#: ~g~I,~C9I SIGNATURE: IGNAT R ERMITTEE CITY INSPECTOR Q~ CITY USE ONLY L BL RECEIPT#: SUBD. RECEIPT DATE: 9997 MECHANICAL PERMIT (RESIDENTIAL) CRY OF EAGAN 5830 PILOT KNOB RD EACaAN, MN 55122 (612} 881-4675 Please complete for. . single family dwellings ? townhomes and condos when pertnits are required for each unit New construction Add-on fumace Add-on ai; conditioninp Add-on air exchanqer, i.e. Vanee system, etc. Date: FEES ? Minimum Fee: Add-on/Remodel (exiating residence only) $ 20.00 ? HVAC: 0-1 00 M BTU 24.00 Additional 50 M BTU 6.00 ? Gas Outlets (minimum of 1 required @ $3.00 each) ? State Surcharge .50 TOTAL SITE ADDRESS: OWNER NAME: PHONE#. INSTALLER NAME: PHONE STREET ADDRESS: CITY: STATE: ZIP: SIGNATURE OF PERMITTEE LOT t_ BL(,"CK ~ SUBD. ~o-tur.c , dtr.. t RECEIPT # aU 90-1 & DATE /~9~ 1994 CITY OF EAGAN IRRIGATION PERMIT (FOR BACKFLOW PREVENTER) COMMERCIAL INSTALLATIONS - FORM MUST BE COMPLETED BY LICENSED PLUMBER Date: Commercial GPM 15-18 ~MA~'-Residential (boulevazds) GPM Existing residential Area/address to be irrigated: C&Vre,p,e1tt5- ,~oHc~S Installer: ,s~raee-/S /1'ln-t./4aL i.c~ a . Owner ? Plumber ~ Street address: Z-L-"' 'P°A'° City, state & zip code: /nA/ SSLL~ Phone Owner Name: ~'E~%~~ ~c• ~",~~'-~a~~~S Streei address: ZZ"y~ Ane- City, state & zip code: inN 5540/ Phone Irrigation contractor, if different than installer: Telephone ~ 3~~ ' `f glig I hereby acknowledge that I bave read this application, state that the information is correct, and agree to comply ~vith all applicable City of Eagan ordinances. C--s ,,d ) cl~ P~o.~C7_'" J1y/~sV.3G~-, ~~{ge~~Es~l~4Q~~c+2(~e~v7,e4e~z(z }e Title `If construction activity occurs in public easement or City right-of-way, signature of property owner is required. The property owner agrees to hold harmless the Ciry of Eagan for any damages caused by the City during its normal operadonal and maintenance acdvities to the facilities constructed under this permit within City property/right-of-way/easement. Property Owner Date Approved by: q&4'`Z4 J~K""-~ta Date: l~R A y cl, q- ,~MjQRK~ tU~oaq ~ PRV Yes 9No Do ".4 N44 PRu New servic Yes 9) No Meter Size & Cost ~ Fees due: ~.s. Sti Calculated hy:N~"~` ~ J % s/p/1/ ' `/~O~ ~ PROCEDURE FOR IItRIGATION SYSTEMS 1. A site plan must be submitted to the Engineering Deparkment for review before installing an irrigation system. A pemut to work within Ciry property/public easement/right-of-way may be required. 2. Jerry Wobschall, Finance Department, will calculate permit fees as follows: a. Commercial proiect: 25:59 irrigation system permit to cover installation of backflow preventer. $ 50.50 water pemut fee only if new service is installed. $100.00 per tap if installed by Ciry. b. Residential proiect: $ 20.50 irrigation system sprinkler permit to cover installation of backlow preventer. $ 50.50 water permit Fee if new service is installed. $725.00 ner connection - WAC. $348.00 per connection - water treatment facility. c. Existing residence: $ 20.50 irrigation system permit to cover installation of bacldlow preventer -(not required if backflc~. r preventer previously installed), however, plan and application must still be presented for approval. d. Meter cbarQe: If gallons per minute are less khan 25, a 1" meter will be required at a cost of $165.00. If gallons r°r minute are more than 25, a 2" turbo with strainer will be required at a cost of $775.00. This information is to be supplied by the designer of the system. 4. No meter will be sold before all sewer and water inspections are complete on a new service. If new service lines are not required, one check may be written for meter and permit costs. Receipt will be coded to 20-3716 (meter portion only) with pink copy forwarded to Utiliry Billing Clerk. 5. The installer is to contact Protective Inspections at 681-4675 for inspection of the inside water line and backflow preventer. The Public Works Department may be reached at 681-4300 for water tum-on and set and seal of the meter. Inspection hours are 8:30 a.m. to 3:30 p.m. Monday through Friday. Requests for A.M. inspections should be made on the preceding work day. Requests for PM inspections will be accepted until 12:00 noon. Contract No: Project No: - Submittal Date: S < CITY OF EAGAN SEWER & WATER PERMIT RELEASE FORM PRO.TECT DESCRIPTION: T-~ Substantial Completion of Sewer & Water I~/A.i L ~9 Date of Occurrence STEP I: PERMISSION TO HOOK UP SANITARY SEWER WATER MAIN ~ Lines I.amped and Acceptable ~ Properly Chlorinated & Flushed ~ Deflection Mandrel Test Passed ~ Entire System Pressure Tested Manhole Structures Properly ~ Entire System Conductivity Tested Constructed (cstg. & cover, rings, ! All Valve Boxes Accessible, cone, 1 ft. sections, final rim ~traight 6 keyed setting, 6 build and invert) All Valves Opened or Closed as Approp. _ Infiltration Test 1--IBacteria test completed SERVICES _ All Wye Locations confirmed _ All Curb Boxes Exposed, Set to Proper Grade & Marked w/Fence Post Required Servi Risers Televised ~p COP4IENTS • u(C X/GOK vt e ri I f.N<or.7.~-~/ OA.(~f /{Qi fT/uW4-` Ig STEP II: FULL USE PERMIT (OCCUPANCY) STORM SEWER STREETS _ Lines Lamped & Acceptable _ Material Tests Checked & Passed _ CB Structures Properly Constructed (Conc. compressive strength & Air (cstg & cover, rings, 1 ft. Content, Bitum. Extact & gradation, section, invert, final cstg. gravel base gradation). setting & build, DL-DR correctly _ Utility Structures & Lines Clear set rings & cstg. set in full & Free of Debris & Gravel (Gate bed of mortar) Valves keyed) _ Aprons, Dissipators & Rip Rap properly installed COtR4ENT5 : 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 appropriate to the above indications. Signed ject I pecto Confi by: Public Work Department ~ f y 1 MEMO - city of eagan TO: DIANE DOWNS, UTILITY BILLING CLERK FROM: ED KIRSCHT, SR. ENGINEERING TECHNICIAN DATE: MARCH 8, 1994 SUBJECT: Streetlight Energy Costs for Lot 1, Block 1, Town Centre 70-15th Addition 1350 Town Centre Drive Kohl's Department Store This memo is to inform your department to start to invoice the streetlight energy costs in the amount of $172.88 per quarter when you open the account for Lot 1, Block 1, Town Centre 70-15th Addition (Kohl's). This parcel has an area of 7.77 acres and is to be billed at the 1994 continuous streetlighting rate of $22.25 per acre per quarter which equais $172.88. The City is currently being billed by Dakota Electric for streetlighting energy costs along Town Centre Drive. Please be informed also that Outlot A, Town Centre 70-1ith Addition was replatted into Lot 1, Block 1, Town Centre 15th Addition and, therefore, the streetlight billing, if any, and the water quality billing to Outiot A, Town Centre 70-11 th Addition should be discontinued at the time you open the account for Kohl's Department Store. G 1. ~Q UI'~-{1 Ed Kirscht cc: Mike Foertsch EJK/je -i''rdt'I WC'"Od'2 S(+oy Ll ~6 ~ 8~'I X aS 1 ~~LS = 8"S~' x~'L ~ S s!"~/~ oo°~£ = °JJ x g = p~~ ~6~(~ °Jl73 = ob x 8°' x aS~, I~~ :-L? x so (d~ °~l ( ~ ~~to ~'~r~~'zzt~? ~?rd r'r ~C' ~ ~ ~w °5~2 ~ ~-1 s, ~~rl~ sr~°y 5i1 ; C r~?s~~ ~d~+l ~w~t.tyl ( ~~r~~ X+a~, 2t 1 '„J.fb258`f9L~1 °Z-7( -?g ~ 1.°!S =-~I x S~~ X 2W 4~yzJf 1 ~ 21 'v So' X I.2L'f I - ~zl'f~ _ °6 x ~yx~t8 53~~15 _ x ~ts ss,n9 ~+Y?'M -b6- z2 - 2 • r w ' c~ ~m?~ - s ~ -N ~I . 2 6jLou,-Jb l.b./f?Z. (-Z4650 46 ) ~•~ws 10o X,oSre la. _ ~38z 140o X,o&xe7~ i.yr. U~S Z~So ~t z,s,c 3.$I = 22,S~t ! ' ~i~~ SSa X ¢.'S)C $ - jppo 'fo~irL- = SZ~~aZ°l ~fubt ~~i~1~ = ~a3,~S t3TN ~ 4:A -oJs G~~,~ ~ $SMaJt lJR~ D&s 14,.) : 5"1-- ,-)s ~f~u--7 } l37 n~tf ~t~ l,sPt.~r ? hereby rertiy that this Plan, SpecillicatIM or report was Prepared bY me or under rtry e9rod Supervisfon and that I am a dWy registered PrOtessbna: Engineer under the laws W ihe stafe a Minnes,-%'j-~ pe&lraWn N?o. 12 FEB-14-94 MON 14:01 KKE FAH N0, 612+342+8267 P.OI K r~ Poat-I[TM brand fax transmittal memo 7671 d af pagea o 11 'b - o. i Kor6unaky %rsak 8rkkaon pt, p one6 Archltecta, ]nc. 300 Firs[ Avenue Nor[h Fex # ry Fax eq 1b51,~ I G~ ~ Minneapolts, MN 55,101 ' 612/339-4200 . , , , , _ . PAX 342-9267 Tebruary 14, 1994 ~ , ' . Mr. Dale Schoeppner ' City of Eagan 3830 Pilot Knob Road T:agan, MN 53722-1897 Subject: Plan Tteview Dear NIr. Schneppner: At the request o£ }3ob rox, Projece Manager for Kraus-Anderson Company, 1 ain writing in response W pour Febxuary 8th lett+er indicating that you have complEUCd the plan review ancl that there were seven items you requested be addressed. We respond as £ollows: . ' 1, 'X'he lancl[ngs at Doors 100A and 100B will be installed w[thin one zrACh of their thresholds. We avill slope the landings at thetr maxdnxunn perroissible slope arvay from the doors and locate che exterior drain as fa.r away from the doors as possible. 2. Handrail hetght [ndicated on Derail 3/A3 will be coordinared tn he no , lcss khan the required 34" and no more tban 38"- 3. T)ouble doocs are not allowed to be utilized as exit doors nor are thcy intendcd cv be so. , 4. Vercical grab bars conforming to 5ection 1340 of the Mlnnesota Ciuitding y Code will be i.nsralled in the handicapped coilet statls. ~ 5. The clear opening space between paMition walls located at Door 100A d wiU be adjusted to allow for a 7'-0" clearance tp the eadt doors. 6. Regarding the 15" rain leader ovecflow, Sxaus-Anderson should have their meehan{cal design,er coprd[nate this item widi Greg Praxilc of MeCOmbs Prank Roos or I caza do this when I get mechanical engineering drawings. A¢hicetlum Plonning Intetlor qesign ' R-96% 612+342+9267 02-14-94 02:02PM P001 #10 FEB-14-94 MON 14;01 KKE FAX N0. 612+342+9267 P.02 . Mr. Dale SchoeppneY ' Page Two Pebruary 14, 1994 7, The Qwuer should advise their Special Inspecq,ons Eugineer co subm;t a final repoct to the City upon compledion so as not to delay che Ccreficate of Occupancy. A copy of this lerter sh4ald serve as uocice. I thank you for your thorough review of rlxe documents and appreciate your , aucndvencss. If you have any ather questions or requesrs, please advisc mc. Sincerely, ' IC1CE ARCFi1TLC'1'S, INC. Dooald L. Curvvick /dj cc: 13ob Pox - TCraus-Anderson ' John Trauta - Reliance Greg Frank - McCombs Frank Roos ~ i , r 612+342+9267 02-14-94 02:02PM P002 1i10 city oF eagan THOMASEGAN Mayoi PATRICL4 AWADA SHAWN February 8, 1994 S ANDRAHA. MASIN THEODORE WACHTER Council Members THOMAS HEDGES KRAUS ANDERSON City Administfator IVIR BOB FOX E. J. VAN OVERBEKE 200 GRAND AVE a+r cia`k ST PAUL MN 55102 RE: KOHL'S Deaz Mr. Fox: We have completed our review of the construction documents submitted in pursuit of obtaining a building permit for the above-referenced project. This review is not intended to be an exhaustive and comprehensive report. It is our goal that this review will help you in complying with the applicable codes, and we are therefore requesting that the following items be addressed: 1. A landing must be provided at all doors. When access for the physically handicapped is not required, the landing shall not be more than one inch lower than the threshold of the door - U.B.C. Section 3304(i). Doors 100A and 100B must comply. 3 2. Detail A proposes a handrail height of 32" - U.B.C., section 3306(i) requires not less than 4" nor more than 38". 3. Are the double-acking doors intended to be used for the requued exiting of the sales floor? If so, the following U.B.C. sections must be referenced: a Fxits may not pass through a store room - 3303(e). b. Double acting doors cannot be used for exits - 3304(b). 4. Vertical grab bars will be required as noted in section 1340 of We Minnesota Building Code for the handicapped. MUNICIPAL CEN7ER THE LONE OAK TREE MAINTENANGE FACIIITY 3830 PILOT KNOB ROAD 3501 COACHMAN POINi THE SYMBOL OF STRENGTH AND GROWIH IN OUR COMMUNITY EAGAN. MINNESOTA 55122-1897 EAGAN. MINNESOiA 55122 PHONE: (612) 681-4500 PHONE: (612) 681-4300 cqx (biz) 6e1•4612 Equal Opportunny/Aiflrmative Action Employer FAX: (612) 681-4360 TDD: (612) 454$535 TDPr(612) 454-8535 5. The partition walls adjacent to Doors 100A leading into the sales floor have an opening less than the width of the exit doors. Please maintain the exit width into the sales floor area. 6. Verify that the 15" rain leader overIIow discharge on the north wall has an adequate storm sewer receptacle. 7. A Special Inspections final report will be requued before a Certif'icate of Occupancy will be granted. If you have any questions or wncerns, please feel free to call me at 681-4683. S rely, w Dale Schoeppner Construction Inspector (Building) DS/js MEMORANDUM TO: File EROM: Don Curwick DATE: November 29, 1993 SUBJECT: Kohl's Eagan 94-08-1057-01 BUILDING CODE DATA Based on U.B.C. 1988 edition and Minnesota State Building Code. Occupancy Group: B2 Retaii Construction Type: IIN Non Combusrible Construction Maximum Allowable Area: (based on the following criteria) 1. Completc automatic sprinkler throughout 2. Two story matimum height 3. Surrounded by public way or yard not less than 60 ft. in width, refer to certified easement Area Factor Load OccupantLoad Sales Floor 64,160 30 2,138.6 - Sales Floor Stock 2,768 300 9.2 . Receiving/Stock 3,460 300 11.5 Office/Lounge 1,617 30 53.9 Mezzanine Office 902 30 30.0 Mezzanine Storage 1,612 300 5.3 Total Occupant Load 2,248.5 fto2 ~./pdT•" ~ Total lineal feet of exit required = 2,248.5 + 50 = 44.97 feet. y, yr Total lineal feet provided 50.28 feet. Total number of exits required (4) total number provided (n ~ Number of exits from mezzanine level required (2) number provided (2) Fire Rated Construction: South wall at properry line is 3 hours. North wall at service area is 2 hours. \jmb ~ Metropoiitan Waste Control Commission Mears Park Centre, 230 East Fifth Stroet, St. Paul, Minnesota 55101-1633 612 222-8423 December 1, 1993 Mr. Joe Merchak Construction Analyst City of Eagan 3830 Pilot Knob Road Eagan, MN 55122 Dear Mr. Merchak: The Metropolitan Waste Control Commission determined SAC for the Kohls to be located within tne City of Eagan. This project should be charged 25 SAC Units, as determined below. SAC ilnits Charges: Retail 75000 sq. ft. @ 3000 sq. ft./SAC Unit 25.00 If you have any questions, call Jodi Edwards at 229-2113. Sincerely, 4~ oeA Roger W. Janz g Planner RWJ:JLE 93120153 cc: S. Selby, MWCC Carolyn 1Krech, Finance Department, Eagan Bob Fox, Kraus-Anderson Equal Opportunity/AfHrmatWe Actlan Employer ~ i - M E M 0 R A!1 D 0 M • TO: JIM STURM, CITY PLANNER PAT GEAGAN, POLICE CHIEF JON HOHENSTEIN, ASSISTANT TO THE CITY ADMINISTRATOR DALE WEGLEITNER, FIRE INSPECTOR BILL AKINS, ELECTRICAL INSPECTOR PUBLIC WORKS/ENGINEERING/UTILITIES/STREETS ,,GENE VANOVERBEKB, FINANCE DIRECTOR 1) RICH BRASCH, WATER RESOURCES COORDINATOR JOHN VONDELINDE, SUPERINTENDENT OF PARKS FROM: DOUG REID, CHIEF BUILDING OFFICIAL DATE : ( I - 3O -93 RE: PLAN REVIEW The _ preliminary ZC construction plans for K O H L,S are in our plan review section for your review and comment. . Please return this form to Joe Merchak with your signed comments and the date of review. V-u~~~~t~~ U3ARTca~ ~ ~~3?ae d~y~ ta If you have any objections to approval of these plans, it is your responsibility to notify this department and resolve any problems with the affected parties. If you are requesting that the issuance of the building permit be held, please fill out the proper hold request form. Thank-you. COMMENTB S G~r~ e O GO ~G oi ? ~ A4 ~ ~d ri T? / ?v A 0 ov ~V 73 Di93 ature i Date • V oNA~ TI • !I8 KORANDOlI TO: JIM STURM, CITY PLANNER PAT GEAGAN, POLICE CHIEF JON HOHENSTEIN, ASSISTANT TO THE CITY ADMINISTRATOR DALE WEGLEITNER, FIRE INSPECTOR BILL ARINS, ELECTRICAL INSPECTOR A.PUBLIC WORKS/ENGINEERING/UTILITIES/STREETS< GENE VANOVERBEKE, FINANCE DIRECTOR RICH BRASCH, WATER RESOURCES COORDINATOR JOHN VONDELINDE, SUPERINTENDENT OF PARKS FROM: DOUG REID, CHIEF BUILDING OFFICIAL DATE : I I-3O'93 RE: PLAN REVIEW The _ preliminary ZC construction plans for KO H LtS are in our plan review section for your review and comment. Please return this form to Joe Merchak with our siqned comments and the 3ate of review. ~ If you have any objections toapproval of these plans, it is your responsibility to notify this department and resolve any problems with the affected parties. if you are requesting that the issuance of the building permit be held, please fill out the proper hold request form. Thank-you. COMMENTBt Signatuie ! Date city oF eclcjan THOMASEGAN Mayot PATRICIA AWADA SHAWN HUNTER SANDRA A. MASIN THEODORE WACHTER Council Members THOMAS HEDGES City Atlminisfwbr E. J. VAN OVERBEKE cm clark December 22, 1993 CARRIE L BAZET .i .A 222 SOUTH NINTH ST #3300 MINNEAPOl.IS NIN 55402 RE: KOHL'S Dear Ms. Bazella: We have received your request of December 17, 1993 and concur that the maintenance easement meets the intent of providing an exit pathway along the north wall of Wal-Mart. This condition, therefore, can be eliminated from our letter of December 15, 1993. If you have any further questions, please feel free to call me at 681-4683. Sincerely, ~ 4~ Dale Schoeppner Construction Inspector (Building) DS/js MUNICIPAL CENTER THE LONE OAK TREE MAINTENANCE fACIIiTY 9830 PILOT KNOB ROAD THE SYMBOL OF STRENGTH AND GROWTH IN OUR COMMUNRY 3501 COACHMAN GOINT EAGAN, MINNESOTA 55172~1891 EAGAN, MINNESOTA 55122 PHONE: (612) 681-4600 PHONE: (612) 681-4300 FAX: (612) 681-4612 Equol Opportunlty/Af}Irmatlve Actlon Employer FAX: (612) 681-4360 TDD:(612) 454-8535 1DD:(612)454-8535 fl~ldtVoFczagan THOMASEGAN Mayor . PATRICIA AWADA SHAWN HUNTER SANDRA A. MASIN December 15, 1993 THEODORE WACHTER Council Members . THOMAS HEDGES ' City Atlminislrator MR RICK HAUSER E.J. VAN OVERBEKE ?ATH & HENNEPIN CTR. PTNRSFiP. crtv clerk 527 MARQUETI'E AVE #2000 MINNEAPOLdS MN 55402 RE: KOHL'S Dear Mr. Hauser: The foundation permit for the Kohl's department store will be issued upon completion of the new exit for the existing Wa1Mart building. The building permit will be issued once the following requirements are met: ° A 60' Open Yard Agreement must be recorded with the Dakota Counry Recorder's Office with documentation provided to the City. ° An easement for exiting purposes along the north wall of Wa1Mart must be recorded with Dakota County and documentation provided to the City. ' ° Construction documents must be reviewed by the Building Inspections Division. Sincerely, at ? ,f~`~ i1 I~ Dale Schoeppner Consuuction Inspector (Building) DS/js MUNICIPAL CENTER THE LONE OAK TREE MAINTENANCE FACILRY 9830 PILOT KNOB ROAD . 3501 COACHMAN POINT EAGAN, MINNESOTA 55122-1897 THE SYMBOL OF 5fRENGTH AND GROWTH IN OUR COMMUNRV EAGAN, MINNESOiA 55122 PHONE: (612) 681•4600 PHONE: (612) 681-4300 Fqx: (612) 6e1-4612 Equal OpportunltylAfNmative Action Employer FAX: (612) 681-4360 TDD:(612)454•8535 TDD:(612) 454-8535 CHICAGO TITLE INSURANCE COMPANY ~ 2740 WEST 80TH STREET, BLOOMINGTON, MINNESOTA 55431 (612) 885-2500 January 14, 1994 Mr. Dale Shoeppner City of Eagan 3830 Pilot Knob Road Eagan, Minnesota 55122 RE: Kohl'e Department Store File No.: C 2437638 Enclosed herewith please fmd the following in connection with the above transaction: 1. Certified Copy of Agreement (60 Yard), Document No. 1179661. Very truly yourst CHICAGO TITLE INSURANCE COMPANY J nifer A. Nor an Eecrow Aeaietant, Commercial Department ~5~ q , • _ ~ -AGREEMENT (60' Yard) THIS AGREEMENT is made this ~ day of December, 1993 by 24th & HENNEPIN CENT'ER PARTNERSHIP, a Minnesota general partnership (hereinafter called "24th & Hennepin"), WAL-MART STORES, INC., a Delaware corporadon (hereinafter called "Wal-MarP'), CONGRESS STREET EXCHANGE FUND 1992 LIMIT'ED PARTNERSHIP, a Delaware limited partnership ("Congress Street") and EAGAN TOWER OFFICE BUILDING PARTNERSHIP, a Minnesota general partnership (hereinafter called "Eagan Tower"). RECITALS WHEREAS, 24th & Hennepin is the owner of that certain tract of land located in Dakota County, Minnesota, described as Lot 1, Block 1, Town Cenue 70 Fifteenth Addition; and WHEREAS, Wal-Mart and Congress Street have an interest as an owner and or a tenant in rhe land and the improvements located on that certain tract of land located in Dakota County, Minnesota> described as Lot 1, Block 1, Town Centre 70 Eleventh Addition; and WHEREAS, Eagan Tower is the owner of that certain tract of land located in Dakota County, Minnesota, described as Lot 2, Block 1, Town Centre 70 Second Addiflon and Ouflot A Town Centre Fifteenth Addifion; and WHEREAS, the real estate described herein lies within the jurisdicdon of the City of Eagan (hereinafter called the "City"); and WHEREAS, 24th & Hennepin, Wal-Mazt, Congress Street and Eagan Tower (hereinafter collectively called the "Partieshave constructed or wish to construct on their 357I22029477 11l30N3 i " w respective properties separate buildings (hereinafter called "Primary Buildings") comprising an integrated shopping center as shown on the Site Plan attached hereto as Exhibit A; and WHEREAS, the Pardes have agreed that the proposed Primary Buildings shall be treated as a single unit for the purpose of establishing a 60' clear area (hereinafter called the "Yard") in compliance with Section 506(b) of the Uniform Building Code, 1985 Edidon (hereinafter called "UBC") which has been adopted by [he City; NOW, THEREFORE, in considera6on of the promises and the mutual covenants hereinafter set forth and for other good and valuable consideration, the receipt and sufficiency of which is hereby acknowledged, the Pardes agree that the real estate described herein shall be held, sold and conveyed subject to the following covenants and restrictions which shall run with the land herein described, shall be binding on all parties having any righ[, utle or interest in the land herein described, and upon their heirs, successors, and assigns as owners thereof: 1. The Parties agree that the Yud shall adjoin the Primary Buildings as shown cross-hatched on the attached Site Plan and such space shall be maintained as a Yard as defined in the UBC; provided, however, that this Agreement shall not prevent the Yard from being used for utility easements, driveways, sidewalks, curb and gutter, parking, landscaping and similar uses which do not constiwte buildings or structures as contemplated by the UBC. 2. This Agreement shall not prohibit the expansion of any of the Primary Buildings so long as the Primary Buildings are endrely surrounded and adjoined by a Yard. 3. This Agreement shall not be amended, revoked or altered without the written consent of the City endorsed thereon and recorded with the County Recorder in and for Dakota County, it being understood, however, that if the UBC is amended to eliminate the Yard requirement or if the Primary Buildings or their replacements do not require the i , 3571220294771ino»3 2 establishment of a Yazd, the City sfiall co7sent to the termination of this Agreement if all other buildings, fire, and land use regulations aze satisfied. 4. The City is hereby granted the power to enforce the requirements of this Agreement as if it were a party hereto, which power of enforcement shall be in addidon to all other legal and equitable remedies available to the City,, including the refusal to issue building permits for any building or structure which would violate the Yazd. IN WITNESS WHEREOF, the parties have ezecuted this Agreement on the date first above written. 24th & HENNEPIN CENTER PARTNERSHIP By:' U% /'i%'z'. ?'Itichazd J. H user, as Trustee of the Peggy Ann Hauser Irrevocable Trust Agreement dated June 15, 1990: Its: General Partner WAL-MART STORES, INC. le~41 7 BY: Its: 357122029477 i ir3M3 3 EAGAN TOWER' OFFICE BUILDING PARTNERSHIP By: Federal Land Company Its Paztner By~~ Tr ~-6-GD-* l Its Partner CONGRESS STREET EXCHANGE FUND 1992 LIMITED PARTNERSHIP By Fidelity Management and Research Company Its General Parlner _B Its STATE OF MINNESOTA ) ) SS. COUNTY OF HENNEPIN ) The foregoing instrument was acknowledged before me this3t4 day of December, 1993, by Richazd J. Hauser, as Trustee of the Peggy Ann Hauser Irrevocable Trust Agreement dated June 15, 1990, the General Paztner of 24TH & HENNEPIN CENTER PARTNERSHIP, a Minnesota partnership, on behalf of the partnership. r ~/;^MJWIlJY'l'/+MnhMNJ': KNVJNANM ii0.i;.i%I.! L A. UHGSfJN rauTr,H i>tlai.ic_tair~n[sota $ ^ kIJGM.p CUUNTY ? L4~(,~;a~masip¢FrUiresApr.lll.l9o5i / li'r-.~7 Y7~,1~~ > M'/`JY??'N/vvNN/'J.NVVYNNNN•JNMx Notary Public 3TATE OF ) COUNTY OF SS. The foregoing instrument was acknowledged before me this2b day of December, 1993, the /k~, Lll? of WAL-MART STORES, INC., a Delawaze corporation, on behalf of the corporation. Notary Public i,146 ,'34/22029477 I V30/93 4 CONSENT TO AGREEMENT (60'Yard) The undersigned, First Bank National Association, a national banking association, having an interest in the real property located in the City of Eagan, County of Dakota, State of Minnesota, which is the subject matter of the attached Agreement (60'Yard) hereby consents to the attached Agreement (60' Yard) and agrees to be bound by the Agreement with respect to its interest in the real property. IN WITNESS WHEREOF, the undersigned has executed this Consent as of the k-U,hof December, 1993. FIRST BANK NATIONAL ASSOCIATION, a national banking association . By: ' •~1 ~ it5 STATE OF MINNESOTA ) ) ss. COUNTY OF HENNEPIN ) The,for going was cknowledged befor~ tJhis ~~~1'day f December, 1993 by ~~the /t~..Q of First Bank Nation I Association, a national banking association, on behalf of the association. Cv~w&:s R Notary Public This Document Drafted By: C~FL awmw NOTAHY PU9LIG-MME90TA WA9NINOTOM CONdY Charles R. Bartholdi MytmrwmanE«yur+,w+eLS~ooo Attorney at Law 2780 North Snelling Avenue Suite 327 Roseville, Minnesota 55113 Telephone: (612) 631-8489 CONSENT TO AGREEMENT (60' YARD) The undersigned, The PrudenNal Insurance Company of Amerlca ("PrudenNal"), a New Jersey corporaUon, having an interest in real property located in the City of Eagan, County of Dakota, State of Mim~esota, which is the subjec[ matter of the attached Agreement, pursuant to the Combinadon Mortgage, Security Agreement and Fixture Financing Statement, ("Mottgage") dated Decembec 8, 1986, and recorded in the Office of the County Recocder foc Dakora County, MLu~esota, on December 31, 1986, as Document Number 759560; to that Assignmenc of Leases and Rents, ("Assignment") dated December 8, 1986, and recorded in the OHice of the County Recorder for Dakota County, Minnesota on December 31, 1986, as Document Number 759561; to that Financing Statement ("Financing Statement"), originally filed In the Ofl'ice of the Dakota County Recorder on December 22, 1986, as Document No. 210210, and conHnued by a Continuaaon Statement Rled on December 9, 1991, as Document No. 244349; and to that Financing Statement ~"Financing Statement"), originally Rled ln the Office of the Mlnnesora Secretary of State on December 17, 1986, as Document No. 932536, and contlnued by a ContinuaNon Statement Aled on December 5, 1991, as Document no. 1462107; hereby consents to the attached Agreement and agrees that its interesc in the real property shall be subject to the terms and condiNons of the Agreement. /9 IN WITIVESS WHEREOF, the undersigned has executed thls Consent as of the ; J 1..f- of December, 1993. THE PRUDENTIAL INSUAANCE COMPANY OF AMERICA a New Jersey corporarion az:~-~..~~., ~ ~ t ; e.c.~~ l' v C~ ~ STATE OF dLC.C.~.e, ) /y ~ ) ss. COUNTY OF U' -.-L--) ~ A Th~ f~or oing was acknowled ed efore me this ~e~ day of December, 1993, by XLC~'~-~~ ~ ,~i~c~~ of the PrudenNal Insurance ompany o edca, a New Jersey corporation, on behalf of the corporation. ~jp~ 5E~ /~7/ J~ , BERNi.~E11EWFRiV{Ell'IE0.~ /a14~~'„'T'z"L'~^~ ~QYW~~'- f< riornnv vi~s~~'•. sTn ~t~ ~2 ~Naon Norary Public ._MY CfY.l~tig51(Ni EYP_~__--- , CONSENT TO AGRECMENT (60' YARD) The undersigned, Marquette Partners, inc., a Minnesota coiporation, having an Interest in real property located ln the City of Eagan, County of Dakota, State of Minnesota, whlch Is the subject matter oFthe attached Agreement, hereby consents ro the attached Agreement and agrees that its interest in the real property shall be subject to the terms and conditions of the Abreement. IN W?TNESS VVHEREOP, the undersigned has execured this Consent as of the / ZAday oF December, 1993• Marquette Partners. Inc., in its capaciry as coun-appointed receiver fw Eepan Town Centre. ShoPPinp CwfflN and lat In itr individuBl corpona affip~OMp• STAT7i OF MiNNESOTq ) )ss. COUN'fY OF NfNNEPIN) T7ie fore oing w s acknowledged before me.this (7~~,day of December, 1993 by _ y f~, SEr~, of Marquette Partners, Inc., a Minnesota corporatio n bghalf of the corporation. Ct1AFiI.ES R. BANiFIOtDI 1~ •~C3lSL.l l ICX.QLJ~, NOTARYPUBUC-MlN@JESOTA Notary Public WASHINGi0NC0UNfY My canrieder~ E~ra UN aL sooo v ? / CoY PpC0.~ s+•.° . ~ ai bt~~.3c F;c_ alil ,:~a - . . . 3u rtk - t- m~~ ~ 2~nRr,~, ~iugat8 11 ~`3G6S ,g OFFICE OF THE COUNTY RECORDER DAKOTA COUNTY, MINNESOTA CERTIFIEO THATTHE WITHIN INSTRUMENT WAS RECDRDED IN THIS OFFICE ON AND AT ~ mm~ ' W q . ~ Uil ;i:.: -..i DOC.NO. `n3 JAMES N. DO TY RECOqDER cn~ BY: Deputy ~ - FEE ~ SURCHARGE CASH ? CHECKX ESCROW ? -WELL? CHARGE ? CHAPGE TO: REFUND DO NOT REMOVE ~ f ~ ~ e ? _ ~ , ~ ' ~n w i ' PP0.CEL A 1 d ` l IO :C . TO W N \ ~ I ~ PANCEL B PA4CEL A ITOWN GENTPE SHOPPE51 ~OT 2, tl:OGa i, TUwM CEMTqE >0 SECONb pDDITIOH M 1 \ I ~RNCEL B , Yq ~ ~ I INOMVSI LOT 1. YLOCM 1, W I I TOWN CENTNE 70 fIFTlEf1Ttl POOIhON ya I w ~ ~ PARCEL t ~ WAL-MAflT \ I ` Z PAflCEL C IWPVMfRTi O ~Q LOT 1. RIOCM 1, TOww [Cx1NE 70 EIEVEnTH AOORiOx ~ W Iool u[u rat~-~~~ ~l ` I\ \ i W 1 l ~ i ~ oUcKwooo ~ ~Riv I ~ I ~.~.~J•.....,.. ~ ..:(f:.-~ - STATE OF MINNESOTA ) ) SS. COUNTY OF D~ ~~4 ) The foregoing instrument was acknowledged befor me this 3 day of December, 1993, by /'~'t~~r~~? ~ C-o i-o^1 , the l~aof Federal Land Company, a Minnesota partnership, the General Partner of EAGAN TOWER OFFICE BUILDING PARTNERSHIP, a Minnesota partnership, on behalf of the partnership. 6 ' 1~~~ l•" { ~ '1L~.s~) ~ ~ ' ~ 'f. il( .••,,UA ~ : . 97 ~.N•.vv4 Notary Public . STATE OF / S.S ) ) SS. COUNTY OF~r'rou< ) The foregoing inswment was acknowled$ed before me this L day of December, 1993, by 676J111,vWsl , the /~/Gg3 p.PgS/.as'.VT of Fidelity Management and Reseazch Company, a Massachusetts corpora6on, the General Partner of Congress Street Exchange Fund 1992 Limited Partnership, a Delawaze limited partnership, on beh2lf o.f the partnership. Notary Public 7Lis Inswmeul Waz DraRed By: Podiam, Haik Schnobtich & Kaufinen, Ltd. 222 Somh Ninih Streey Swte 3300 Miunwpolis, MN 55402 (612)333-4600 (CLB) 1~572202947711/30N3 5 V ~ ~ 05/05i94 14:15 ALBRECHT COMPqNY 4 6814612 N0.365 P601 ALBRECHT IRRIGATI4N DIV. ' 1408 WC6t Couaty Rod C• ROSeville, MlnnesOta 55I13 •(612) 633-4310 • HAX (61E) 633-1675 8A% N[1MBSR (812) 633-1675 8AX COVHR 3H88T - TO- ar?8 FttM: PHiDNB FA% ~ COWANY:,~ IL /Jr~ AATEz g$: T04AL PA(3851INCL. THIS PAGE ~ CC@4+ImS: Zel~s ~ 6*1 ~ s Co A L L v N 5 ffIL m"n v"- ~ MA G(J L •'IF Y(W DO N4T R&CSIVS ALL OF THS PAGSS, PLHASS COMTACT US AS SOON AS POSSIBbH. THANK YOU!** fg0~ ~ipvl~I S N~4G~tan~ Cu ( Le+ I ~ ~LOeK l Td wA C l a? f`r i 3so MASM . DFSIUN, SPECCIF!lCA1TON, INSTAI.i.AYYON AND SERV(C$ = INSTAiT*'° R=95% 612 633 1575 05-05-94 03:08PM POOI #36 05i05i94 14:16 ALBRECHT COMPqNY ~ 6814612 N0.365 P002 ~ . . ~4-• ai•x . . l . ~ >.~f. ~ . k'':t,•~~, ;Afi 581Y0 ilDvlWIkI199G J19. , w i ~.r ~'Pm. • . . ` ; ae ~'~t.,.,~,.; . , ~ % . FY• ~ . ; :;w:~:- :~.31 :a•'.. ' ~.~.r. .~b $~y~ s'4~:~ <<~ ~ . . ~ ~ - .~n~)'v1:-.a • ~ ~ ..•.l': ~f ' ~YY . 1 i ;#A' ~,.I:`: • 'i ' 3 b'L..~:: ~ „ r , ! . .J.,•Cd ~ ~ ' ti . 4T .i. • { •e~ ;:Hai: , . ~ ' ~ ~ F a . : ' ~ 4'j~?;.. . ' ~ •'~."Sti ! , ; w ~.~~~a~ 14 11 ~ ~ ' ~ • ~ ~ j. ~ ~ • t ~.~~~'.'4: t ~ N I ~ ~ ~~5~{~,~F`.. ~ :7 . ,~~;91 • "'7,~ ...~^:1!. .r M . , . ' y1f • ..','+~f. YL~. ~ " •+d4P~~u' {I~~W : ~ ' . x.. . i~•_ ~ ~ ~ .~j~ w Y . z w~:.:;~ 1r' v ci ~s:~~'as::, • ~ y! ~ ~ . -at 9*'c:~••~ d IU I ! ~ ~ti~ iq~r, ( 1 1 • S rv. 1~6Y«:...... ~ ~ ~ ~ L ~ • ; :3 . Cp O R~•.~. , a~ d i ~ rj °,.l4.,a~'r~•°• ' ( ~ r ~ 01rs . ~ R N J ~ , : •~~;1 ~ W W ~'x'`••=, ~ d ~ , ' ' 1 lY ~ . ~ A 5 . ~ y y~~L+•:~:..r.,` ~ d ~l . ~IT,~',R~,. 11W.1 ' er~.. . . ~ ~ ~ ir. i V~;=.;r:•• n ~ ~ • ~ A • s p i ;'~'.~.~q ~ • •e I~:i{t' ~ 14 612 633 1675 05-05-94 03:08PM P002 111b`lc1tV oF eagan THOMASEGAN Mayoi PATRICIA AWADA February 8, 1994 SHAWN HUNTER SANDRA A. MASIN THEODORE WACHTER Council Members THOMAS HEDGES KRAUS• ANDERSON City Atlministralor MR BOB FOX E. J. VAN OVERBEKE 200 GRAND AVE arv aark ST PALTI. MN 55102 RE: KOHL'S Dear Mr. Fox: We have compieted our review of the construction documents submitted in pursuit of obtaining a building permit for the above-referenced project. This review is not intended to be an exhaustive and comprehensive report. It is our goal that this review will help you in complying with the applicable codes, and we aze therefore requesting that the following items be addressed: 1. A landing must be provided at all doors. When access for the physically handicapped is not required, the landing shall not be more than one inch lower than the threshold of the door - U.B.C. Section 3304(i). Doors 100A and 100B must comply. P4' 2. Detail proposes a handrail height of 32" - U.B.C., section 3306(j) requires not less thnor more than 38". 3. Are the double-acting doors intended to be used for the required exiting of the sales floor? If so, the following U.B.C. sections must be referenced: a Exits may not pass through a store room - 3303(e). b. Double acting doors cannot be used for exits - 3304(b). 4. Vertical gab bars will be required as noted in section 1340 of the Minnesota Building Code for the handicapped. MUNICIPAI CENTER THE LONE OAK TREE MAINTENANCE FACILITY 3830 PILOi KNOB ROAD THE SVMBOL OF STRENGTH AND GROWTH IN OUR COMMUNRY 3501 COnCHMAN PoiNT EAGAN, MINNESOTA 55122-1897 EAGAN. MINNESOTA 55122 PHONE: (612) 681-4600 PHONE: (612) 681-4300 FA%: (612) 681-4612 EqUal OpportUnlty/AtflfTOtlv@ ACtIOn EfnplayBt FAX: (612) 681 -4360 TDD: (612) 454-8535 TDD:(612) 454-8535 5. The partition walls adjacent to Doors 100A leading into the sales floor have an opening less than the width of the exit doors. Please maintain the exit width into the sales floor area 6. Verify that the 15" rain leader overIIow dischazge on the north wall has an adequate storm sewer receptacle. 7. A Special Inspections 5na1 report will be required before a Certificate of Occupancy will be granted. ff you have any questions or concerns, please feel free to call me at 681-4683. S rely, w Dale Schceppner Construction Inspector (Building) DS/js Ahhhlii~ fire department DALE NELSON cmei. DAVE DIIOIA BOtloOOn ChIBI CRAIG JENSEN _ city oF eagan BOHalbn CNeI 3795 PILOT KNOB ROAD THOMAS EGAN EAGAN, MINNESOTA 55122-1378 Moyor PHONE: (612) 681-4770 TDD: (612) 454-8535 pATRICIA AWADA FAX: (612) 681•4777 SHAWN HUNTER SANDRA A. MASIN , THEODORE WACHTER Councll Members February 15, 1994 THOMAS HEDGES City Atlmininsiwior EUGENE VAN OVERBENE CIN Clerk Falcon Fire Protection 11596 K-Tel Drive Minnetonka, MN 55343 Dear Sir or Madam: This letter is in regards to Kohl's store. Upon reviewing the sprinkler plans for this building, the following items wiil need to be addressed: 1. All hangers to be drilled into the cement, not shot; and 2. Electrical transformer room to be piped and all heads to be plugged in that room. Sincerely, Dale Wegleitner, Fire Marshal DW/kmk mnakoaaw THE LONE OAK TREE TH= SYti1EOL OF STRENGTH AND rR0`NTH IN OUR COMMUNITY Equal Opportunity/Atfirmative Action Employer ~ KKE Korsunsky Krank Edckson Archilects, Inc. 300 Fics[ Avenue \or[h Minneapolis, MN 55401 612/339-4200 FAX 342-9267 Memotandum Project: KohPs Town Center Project No. 90-01-1040-01 To: Joe Merchak - Protective Inspections Division From: Don Curwick Date: February 19, 1993 Subject: Meeting with the City of Eagan for Preliminary Plan Review Joe Marchak, Michael Colon - Federal Land Co. The purpose of this meeting today was to follow-up in response to a City of Eagan letter dated June 4, 1992, in which KKE and Federal Land Company wanted to specifically address the exiting issues and service court located between the existing retail center and the proposed Kohl's store. Enclosed is a reduced copy of the sketch which was the focus of our discussion. In general, the proposed plan indicating exiting, occupant load, the open court area, and door locations are acceptable to the city with exceptions to the following comments: 1. The legal easement of 60' of open area around the entire complex of building mus± be dacumented. 2. The occupant load of the exisung center which exits iato the open court cannot exceed a maximum of 900. Currendy the occupant load is based on a retail occupancy only, if daycares, restaurants or other uses are ever to be considered, then the total occupancy load will need to be reeximined to make sure it does not exceed the 900. 3. 1'he fire ratings of doors and the walls of the court would be required to conform to the UBC requirements of Chapter 5 and 33. It was recommended by Joe that the Owner consider increasing the fire rating of the Kohl's court wall for some additional degree of protection, if so desired. Architecnre Planning In[erior Design Joel Merchak February 18, 1993 Page 2 4. 1'he service area enclosed by a screen wall and accessihle to a tractor trailer should have an opening wide enough to allow for pedestrian exiting and be narrow enough to prevent (2) trailers from blocking off the exiting. M option would be to install exit doors as indicated on the sketch. Joe said that they would prefer the doors to guarantee that exiting would be provided. 6. Plans need to be reviewed by the Metropolitan Waste Commission. 7. Exit doors on the Wal-Mart store need to be addressed as well to the satisfaction of the city and Kohl's. /dn cc: Dale Wegleitner - Fire Marshal Michael Colon - Federal Land Co. - yS z- 3303 Noble Heller - Kohl's john Paulson - ICKE Greg Hollenkamp - KKE i . , . ~ ~ ~ . c ~ At 1A • G ~ 9 ~ N ~t O ~ ~1oZ 1 . . I i ~d ~ O : ~ ~ 1 , ; 7 3~ ! 1 KKE Korsunsky Krank F.rickson Architects,Inc. 300 Ficst Avenue Vorth Minncapolis, MN 55401 612/339-4200 EAk 342-9267 Pcbruary 14, 1994 Mr. Dale Schoeppner City of Eagan 3830 Pilot Knob Road F.agan, MN 75122-1897 Subject: Plan fteview Dear A1r. Schoeppner: At the request of Bob I'ox, Projecc Managcr for Kraus-Anderson Company, I am writing in responsc to your February 8th letter indicating that you have completed the plan review and that there wcre sevcn itcros you requested be addressed. We respond as follows: l. The landings at lloors 100A and 100B will be installed within onc inch of thcir thresholds. \Ve will slope the landings at their maximum permissible slope away irom thc doors and locate the extcrior drain as far away fi-om the doors as possible. 2. Handrail height indicated on Detail 3/A3 will be coordinated to be no less than thc required 34" and no more than 38". 3. Double doors are not allowed to be utilized as exit doors nor are they intended to be so. 4. Vertical grab bars conforming co Section 1340 of thc Minnesota Building Code will be installed in the handicapped toilec stalls. 5. 1'he clear opening space betwec:n partirion walls located at Door 100A will be adjusted to allow for a 7'-0" clearancc to the exit doors. 6. Rcgardinb the 15" rain leadcr overflow, Kraus-Anderson should have their mechanical designer coordinate this item with Greg Prank of McCombs Frank Roos or I can do this when T get mechanical enginecring drawings. Archirecture Planninµ In[eriOr Uesign Mr. Dale Schoeppner Page '1'wo Pebruary 14, 1994 7. '1'hc Owncr should advise their Special Inspections Engineer to submit a final report to the City upon compleaon so as not to dclay the Certificate of Occupancy. A copy of this letter should serve as norice. I thank you for your thorough revicw of the documents and appreciate your attenriveness. If you have any other quesrions or rcquests, please advise me. Sincerely, fff{I:W Donald L. Curwick /dj cc: Bob Eox - Kraus-Anderson John Trautz - Reliancc ('zrcg Frank - McCombs Frank Roos Greg 13ialon - Braun Engineering OCT='7-93 THU 9;28 KKE FAS N0, 612+342+9267 P.01/02 KKE Korauneky Krank Ertckaon An:9!lacta,Inc. 800 Pirrt Avvnuc Narth Minncapola, MN 54d01 612/339-4201) FAX iA2-92G7 MEMaRANIfUM TO: Joe Merchak • Ciry of Cagan FItOM: Aon Curwick - KKL DATE: Octobcr 7, I993 5UBJECT: 5crvice Cnurt and Exiting '1'he atcached plan of the service cnurt between the faturc Kolt!'s and the cxisting rcCail center was developed based nn our discussions last Monday at ynur office. '{'he cxit door courts and locations of the scrvice court have becn field vcrified ~ IVc>tc that wc spottcd gas meters aod a tx-ansformer. Also nate that the overall width betwcen Kohl's and the retail center is not as widc as previausly belicvcd. It is our opinton that the praposcd plan is a reasona6le solution w the mix of exiting and service vehicie traF,Fic. Plcase review and respond regarding i[s acccptance to the CiCy. \jmb Attachmenc cc: Martin Colon - Pedcral l,and Company John Faulson - KKI's Jim Sturm - City of Gagan Fbst-It°' brand 1ax transmittal memo 7671 F*olPayes . Yo From Ca. .a. epl. F7XN ~ Faxtl Afchllcrluh PlannlnA Inlcnor Detii$n R=98P6 612+342+9267 10-07-93 09:37AM P001 #16 . 1 , l , 1. ~ i.. , ! I .r~ , ~~W..~ ~ I ~ s ~ 0~ ~ ~ . ~ • ~ • ~ . i . . = , ,'~'a•. .i' ~ ~ . ~ 612+362+9267 10-07-93 09:37ALrt ~ P602 ~~~I6, OCT- 7-83 THU 9;29 KKE FAX N0, 612+342+9267 P.02/02 ' • ~ . ~ , . , i _ . • I ; t f , ' ~ I ,Y 1 I • ~ 1 ~ 1 . , s. . ~ ~ . ~ • • ~ ~ i i . . ~ r I+ ~ " I 1 • • 1 ~ t . i ~ } I.. . ~ • i ; ~ - ; . ~i ~ . ~ - ~ S ` ~ , ? ~ ; . ~ ? . . ~ . ~ , . ~ ~ ~ ~ ~ . . ~~1 ~ I ' ~ i ~ ~ ~ • 'I . , . i...,, , . . ~ . . ~ ~ • • . • '4', I KKE 300 Pirst Avenue North Minneapolis, MN 55401 Korsunsky Krank Erickson 612/339-4200 Archirects, Inc. FAX 342-9267 ~ Lett r o Transmittal To: Date /0/// r3 Project: 9?b.b Q . 4512Z ProjectNo.: If aB'/ovd/ Attention• s Items: 91-Actached Sending: *:rFor Approval Via: ? Mail ? Under Separate Cover ? For Your Use ? Overnight Service ? AsRequested ~r-11'Iessengerihio< ? Reviewed as No[ed ? FAX ? ? Quantity Date Description ~ Ol/Y ~ Remarks: R . ~ Signed: Copies To: Le~ vvvs~~, ~ F - 102 KKE ~n,~^~' Korsunsky Krank Erickson ~~,\l~ Archi[ects,Inc. 300 Firsc Avenue Nor[h 3 Minncapnlis. }1N i5101 6I1:339-+2000 - Fnx 3.42-9,67 - ~ " Mr. Martin Colon October 12, 1993 Federal Iand Company 3470 Washington Drive Eagan, MN 55122 Subject: Kohl's Eagan Town Centre Project No.: 94-08-1057-01 City Approvals Dear Martin: I talked arith Joe Merchak today regarding the revised drawings KKE- sent to him and Jim Sturm on Monday moming. Joe said that the plan was acceprable to the Building Department and Fire Departrnent, and that the Planning Departrnent prefened it to the original. Joe's comments are as follows: 1. The City will require bollards or curbing along the south side of the eaisring rerail building to prevent trucks from endangering exiting from the center. 2. The doors and frames of the existing retail building which exit into the service court must be replaced with a 3/4 hour fire rated assembly - this is about 13 doors total. 3. Joe reiterated that the Wal-Mart exiting issue must be corrected prior to consu-uction of the Kohl's. 4. Joe reiterated that the easement around the center must be legally documented before a building permit is issued, however, he will issue a footing and foundadon permit 5. Be reminded as to confirm that the project is on the Ciry Council Meeting agenda with Jim Sturm. Sincerely, KKE W d Don Curwick Project Architect \jmb cc: John Trautz - Reliance Real Estate Joe Merchak - Ciry of Eagan ? John Paulson - IQCE Architects :viniieawe Plannin¢ Imcnor Ur.ign Korsunsky Krank Erickson archilcets, Inc. 034806 300 First Avenue North; Minneapolis, ~finnesota 55407 612/339-4200 CHECK NO. DATE 1NV0lCE N0. DESCRfiPTiON : INVOICE AMOUNT OEDUCTION BA'LANCE " Blueprints of Wal-Mart Store 50.00 a S CHECK GHEGK DATE , 10-29-93 NUMBER 34806 TOTALS50.00 OETACH BEFORE DEPOSITING STATE OF MINNESOTA Department of Administration °°04. E ~ ~:9 MaY 3, 1996 24th & Hennepin Cntr Prtnrshp o°, mis`;°^ 527 Marquette Ave. #2000 To improve iM1e quality andpruduttiviry Minneapolis, MN 55402 o( Minnesom govenunent. RE: Hydraulic Passenger - Elevator ID# 94-02217-01 Site: Kohl's Department 5tore Lr~ ?b ~S fti 1350 Town Centre Drive t-/ Ow" Eagan, 55121 Dear SirlMadam: Minnesota Statutes Chapter 183 provides that the Department of Administration, Building Codes and Standards Division, Elevator Safety Section, inspect and approve elevators and manlifts (endless bett lifts) before they can be legally used in Minnesota. An Inspector from the Elevator Safety Section recently inspected your facility and determined it meets requirements of the Minnesota Elevator Safety Code. NOTE: Compliance with Minnesota Rules and the ANSI/ASME A17.1, Safety Code for Elevators and Escalators does not necessarily assure compliance with the Americans With Disabilities Act of 1990. Sincerely, BUILDING CODES AND STANDARDS / / .1 Larry R. Kessler State Elevator Inspector Irklrkr (CE-2) c: Reid, Douglas Michael, BO, City of Eagan Montqomerv Eievator Co. Kraus Anderson Contract ElFormCE2 Bui/ding Codes and Standards Division, Facilities Managemenl Bureau, 408 Mefro Square Building, Seventh arsd Ro6ert Streets, St. Paul, MN 55101; Yoice: 611296•4639; Fax: 612 297-1973 TTY/TDD: Twin Citees 612 297-5353 or Greater Minnesota 800 627-3519 and ask for voice number i- - - _ ~ ~ • . - - 31Y !i X,~ Serial # Chip # 7D ~y7 3 ' Permit # a 3 W$ y ~ address:_ / 3 o .rs:~ ~ l _.~7" ,fQ 1 AGREE TO COMPLY WITH CITY! OF EAGAN ORDINANCES Signature: ~ CITY qF*CAGAN***:K*****%~*:K~K#~:K CASHIEfi: hH TEkMZNAL x08:28:i3 DATE: 06/23/94 TlME: ~ in: ' NAME; FAICON FIR[ FROTECTIQN . 150.00 1 o V f% J ~ 3i 16 '3p2o 3/4v FIF`E MTk ~L I 0.00 1., ~ Total Receipt Amo~~nt: CF028656 USER ID: kAfiEN { ~********:K*:K**#:k**:K**:K*****:k****:K****** ' ' ~1°"' serial # Chip # % 3 26 7% q 3 - Permit # ,2 3 ~ ~ y 10 Address: / .3 1 AGREE TO COM LY W17H CITY OF EAGAN ORDINANCES q Signat re: - - - - y ~ s Serial # 3T 5" 70 - Chip# 0 3/ 7l Permit # a 3 y S`l Ki Address: 1,3SO ~6tiu7~ ~D.cu~~ 07 . 1 AGREE TO COMP WITH CITY OF EAGAN ORDINANCES ~ Sign ture• \ \ ~ i. ~ • , 211 : ~ t ~k Y ;r , 7 _ ~ , . . . . . . . . . ' . t". . ' ~ . . . . . -x . . . ; . ~ t. . _ . . . . _ . . . 13Sc% P-e~ ~ ~ . _ . . ' ' ~ . STATE OF MINNESOTA Department of Administration yN~on~CflE~~y,~.• y . Sp11E VNO'• DOCUMENT APPROVAL ,~;.1~d~ COPY TO BUILDING OFFICIAL: Date: 8/13/96 Reid, Douglas Michael ow missm: City of Eagan ToimproveNequality 3830 Pilot Knob Road and productleity ' ofMinnesofa Eagan, MN 55122 gwemment. Pro,jectTitle: T183703 5'-8"' X 25'-9" 1 Location: Kohl's Dept. Store, Eagan, N I v/ City of Eagan :.cotiai.: 0,37025 RcceiptDatc: 7l31l96 Plan Rc4icw Number: 960094 Dear Building Official: The documents for the prefabricated building described above, have been reviewed and found to be in substantial compliance with the requirements of the Minnesota State Building Code. Enclosed is a signed copy authorizing manufacture of the building. Such authorization by this office does not relieve the Building Offici11 of the responsibility of checking the construction documents for code compliance as required by UBC Sec 106.4, prior to issuing the building permit. All on-site work and zoning matters are subject to control by the municipality having jurisdiction over the site of installation. Any code violations involving the prefabricated building must be reported to this office. Respectfully, AL%iLDING CODES AND STAIVDARDS DIVISION 4,p- Randy E. Vdgt Phonr. 612/296-9927 Buildmg Code Representative, Manufactured Structures PbFormCA Bui(dirsg Codes and Standards Division, Facilities Managemenl Bureau, 408 Metro Square Building, Seventh and Robert Streets, St. Paul, MN 55101; Yoice: 612196-4639; Fax: 612 297-1973 TTY/TDD: Twin Cities 612 297-5353 or Greater Minnesota 800 627-3529 and ask for voice number STATE OF MINNESOTA Department of Administration ~°'~•~E •s?sr c~ tn $~t~o ~'•.°r,.~ DOCUMENT APPROVAL - MANUFACTURER/DESIGNER IdCode: P13 0267 Datc: 8/13/96 our ""ss'°^: D.T.S.Inc To improve tM1e qualiry e„aProauct;.;tr PO Box 1068 ofMinnesota Sioux Falls, SD 57101 govemment. ProjectTitle: T 183703 5'-8''X 25'-9" Location: Kohl's Dept. Store, Eagan, MN City of Eagan GcoUnir. 037025 RccciptDatc: 7131l96 Plan Rcricw Numbcr: 960094 The documents, submitted by your organization for the structure(s) described above, have been reviewed and found to be in substantial compliance with requirements of the Minnesota State Building Code for a structure of Type II-N construction, housing a Group S-2 occupancy for Equip. Shelter use. Any changes to these documents or changes in the construction of the building that are not in conformance with the approved documents shall be submitted to the Building Codes and Standards Division for approval before a Minnesota Seal can be attached to the structure. All on-site construction including the erection of the structure and installation of equipment supplied with the structure are subject to control by the authorities having jurisdiction at the site of installation. Respectfully, BUILDING CODES AND STANDARDS DIVISION 4 11 ~ Ran E. V Phone: 612/296-9927 Buildmg Code Representative, Manufactured Structures cc Building Official, City of Eagan PbFarmCA Bui/ding Codes and Standards Division, Facilities Managemenl Bureau, 408 Metro Square Building, Sevenlh and Roben Streets, St. Paul, MN SSIOI; Yoice: 612 296-4639; Fax: 612 297-1973 TTY/TDD: Twin Cities 612 297-5353 ar Greater Minnesota 800 627-3529 and ask for voiee number KKE 340 First Avenue North Minneapolis, MN 55401 Korsunsky Knnk Edckson 612/339-4200 Architects, Inc. FAX 342-9267 Let o Transmittal To: 7 Date %so P461Z' 2NO Project: ~ EDAM N I 7J1(.L Project No.: d Z Attention: Items: ? A[[ached Sending: ? ForApproval Via: ? Mail ? Under Separate Cover ? For Your Use ? Overnight ServicQ ~ ? As Requested ~j' essenger ~j • ? Reviewed as Noted ? FAX ? ? Quantity Date Description ~ p~ V Remarks: . • • • ~ ` • Signed: Copies To: F - 102 POPHAM HAIK ~~'~I[-,-: DEC 2 SGNNOBRIC M $ KAUFMAN, LTp. U.S. OiFICES: S U I T E 3 300 INTEPNPTIONNL OFFICES: DENVER~COLORwDO 222 SOUTH NINTN STREET LEIP2IG.GENMqNY MINNEAPOL15. MINNESOTA 55402 TEL 303~899-1200 TEL 0114 9-34 1-4 918029 TEL 612-333-4800 MIpMI. FLOflIOA FAX 812-334-8888 $TUTTGFPT, GERMRNY TEL 303-530-0000 TEL 01149-711-298303 WASMINGTON, D.G. TEL 202-962-e700 CARRIE L. 6AZELLA DIRECT DIAL(E12) 894-2888 December 17, 1993 Mr. Dale Schoeppner VIA TELECOPIER AND City of Eagan U.S. MAII. 3830 Pilot Knob Road Eagan, MN 55122-1897 Re: KohPs Development - 24th & Hennepin Center Partnership Our File No. 11560-023 Dear Mr. Schceppner: As we discussed, please find uansmitted via telecopier the relevant pages to that certain Easement With Covenants and Restricdons Affecting Land ("ECR"), which, among other things, created common azea easements over the Wal-Mar[ parcel and the proposed Kohl's parcel. Specifically included are easements for sidewalk and driveway for pedesuian and vehiculaz travel over these pazcels. A full copy of the ECR is being sent to you via U.S. mail. As discussed, we believe that this instrument creates the easements requested in the second condidon of your December 15, 1993, correspondence, and accordingly, we request that said condiaon be eliminated. Thank you for your attenfion to this matter. Should you have any comments or quesUOns, please do not hesitate to call. Very truly yours, (:00bt.c.e x ' fax0"'.:/\ Carrie L. Bazella I.egal Assistan[ Enclosure cc: Mr. 7ohn Trautz Kathleen M. Martin, Esq. Ij . ' ~aa544a i . ~ ~ . ' oFFICE oF n+e cour+rv ~ qEOpqpEp-pAKOTA CAUNTY. MN. CEpTiFlED TrNT THE NRIYiiN IN3TRUMEHT WA4 FlLID fOR 1 . aECaeo u+ n+IS oFRcE ON AND AT SEe IG 4 i%PM'91 1005440 ooc. no JAMES N. ' COUNTV~a PEE CASH O CHECK K CHARGE ? CFUARCE NfHOM REPSND DO NOT REMOVE . / ~ ~ r- TA r,pL113T~ ~DAKO ,T ~ 6- f•.. i'L . 01110140 eaqen, MLnne8715@M6T3 IfIT9 COVENARPa 1LLm R8S77tIC1'IOliS 1V16CT2116 LMD (^ECA^) T9I8 14GA8&ONT. ie mede ae of the 3rd dsy of Septembor, 1991, batveen 1pL-1qAR SMRBS, IPC., a Oelawere corporation, of 702 S.W. 6iqhth Sereet, Bantonville, Arkaneae 72716 ("wal-Mart")r and 311Glft! T01f6R OPPICE B02LD23lO PMTHER59IP0 a Minneeota partnerehip, of 3470 waehington Dslve, Eaqan. lfinneeota 1.5122 ("Devalopar"). N I T N 8 5 S E T H z NEMR8A5, aal-Hart Se the ownet of Trnct 1 ae ehown on the plan atGechad hereto ae Exhibit A. hereof, eaid tract beinq more particularly deeeribed in Exhibie 8 attached hereto; WHSA8118, Oeveloper ie the owner of Trect 2 ahovn on the plan attachad hazete ae Exhibit 'A hereot, the aeme being rtrore partieularly deecriEed in Exhibit C hereofrand SnER6t1S, wal-Mart and Developer deeire that Tracta 1 and 2 ba daveloped in eonjunction with aaeh othar pureuant to a qanerel plan of laprovemant to form a comnarcial Shopping Centac (eomatLoee hereinattarreferrad to ae the '•Shopplnq Centar"), and further deeire thet eeid tracta ba auEject to the eaeemanta and the covenente, condittone and reatrietione hareinafter eai forthj tiqi, Tffi18pOAa, far andin coneideration of the premieee, eaaements, covenante, conditiona, reatricttone, nnQ enevmbrancee contained herein, the sufficiency of which ie hereby acknowledqed, Wal-Hart and Doveloper do haraEy aqree ae followe: ' 1. Buildinq/COmmon Arees- s. '•BUildinq Areas'• eo uaed herein ehall mean that portlon of Traet 1 ~ an8 those portions of Tract 2 ehown on Exhibit A ae "BUilding - 1 ~ Area" (and "Future 8uilding Area" and "Puture Expaneton area"). Canopiea may encroach from the Buildtng Areae ovec the Commwn - Areae provided the canopiaa do not intartera vith the vee of the Common Areae. . . b. "COmmon Areae" ahall 6ea11 ofTracte 1 and 2 axcept the Building Areee. 2. Oae. Buiidinqe ln the shoppinq canr.ec ehell ba uaed foz eommereiel purpqees of the type normally found in a retail ehoppinq eanter including, 91821P,ag.MN 1 \ . wlthout Limltatlon, financial inetitutione, eervice ehopa, otlicea, and ratail , searee. No eateteria in exceee of 5,000 aquere feeC, ceetnurnntin excees ot 5,000 square feet, theatre, bowling a11ay, billiard parloe, night club, buelnass where. over SOL of the floor araa containa vidao gsmae, oe any bueiaeee eervinq aleoholie 6everaqas shall aceupy epaee within the Shopping Center without the prior written conaent of wal-Hazt. Developec reeoqnizee that eaid bueineseee msy inconvenience Wnl-MarC'e cuulomecs and advercely nfLect Wal-Mari'e bueiness. Notwithetanding anything eo the eontrary contained hevein it is axpreeely hgceed that nothing conteined in thle Aqreemant ehnll be eonetrued to contain e . covenant, either exprees oc implied, to elther commanee tha oparaelon of s bueineee or thereafter coneinuouely operate a bueineee by Wa1-Harc on Treet 1. Developer recognizes and aqreee thet Wal-Mart may, aC Wal-Nart'e eola diecretion and nt any time during the term ot thie Agreament, ceaee the operstion o! ite - bueinens cn Trect 1; nnd Oeveloper hareby waivea eny lagal action for damegas oc Lor equitable rellef Whieh miqM[ ba avnilable to Devrlopar b*causa of eueh ceeeaCion of businese aetivity by Wa1-Hari. 3, 6^m7atina Buelneso. Provieion 3 hae.baon deloted in ite entire[y. 4. BuilEinae. a, paelge a~d ooneiruceSOn. Tha buildinge eonatruetad within the Buildinga Areae shall be deeigned ao thet the extarior elevalSon of each shall ba architectursl7.y and eaethatieally compati6le and I eo that buildirtg wall fooqnqa ehall not erteroach Lrom one tract j onto another GracVexcept ne provided for in Subeeeiion d. below. , . The deaign and conetructian of all buildinqe shall be of eompezable quality to the building npproved 6y the City oE Eeqen for Tract 1 at its June 18, 1991 City Couneil lfa6ting (eameeimes haseinalter reLerced io se ihe "Wal-Mnrt Building"). No builCing shall excaed ehitty-fiva feet (350) Ln haighi above [inishod qrade. No bulldinq conetructed on Treete 1 and 2(ea eiCher , immediate developnent or future expnneion) shall have a matel exterlor which eompriees ovar tii[y parcant (50%) of eny individuel exterior vall of the buildinq. b, Location. No building ehall ba conetrueted (aa eithar immadiata devqlopment or future ezpanelon)outaide oL th6 8uilding Areee shown on Trncee 1 and 3 on Ezhibit A without the Drior written 91823Ee9.l41 2 - I ' 1 conaent of wal-HSSt and the Developae. The paetiea ezpraes y aqrea thae the Oeveloper ehall have the riqhe to eonsecucY it• - buildlng oc buildinge anyuhere within the Buildinq Area ahown on . Traet 2 on 6zhiEit A and thst the Oevalopee ehnll have the r1ghC, . bui not the obligation, to landecape and/oc conetruet perkinq arees, eidewalke and dzivewsye on any portion of the Buildinq 11rsn . ahown on Trac! 2 on Exhibit A whara no building Lc eonetevct os loceted. C. Pire Prtcetio^• Any 6uilding conatsuceed Sn the Shopping contar ehall be coneCZUCtod and opereted in euch a mennar whieh will prererva the aprinklarad rsto on the othar bvildinge in the Shapplag canter. Ineerior £ire eprinklar eyete:ne ahell be inetalled at the time of initial eonatruction of a buildLng and maintained in all buildinqe on Tracts 1 and 1. d, Saeemette. wal-Mert ahell conetruet its bvlldinq on Tract 1 in the Socation shown on Ezhibit A with tho north wa11 theraot beinq on, or eouth of and within eix (6) inchee o!, , the property line eopnreting Tracte 1 snd 2. Tha Daveloper shall havo the riqht, bue not the obligntion, to oonetruat its buildinqor buildinqe direetly adjacent to and etteehed to the nosth rall of tho Wal-Mare euilding, even iE euch conetrvcCion reeulte in the Davalopar'e building ar buildlnqs sneroaehinq on Treet 1. Tha. parties agree to cooperate with on* anothor by 9ran[ing sn enesoactunene eeeemant eo the party whose building ancroechee on the pcoparty of the othar, 1E elther pacey doos or muet ancsoaeh upon the property ot tho othar. previded howaver, sueh eneroaehment eaeamane ehall not exeaed a dlstanee ot one (1) fooi from E1,a peoparty llna eaperating 'traet¦ 1 and 7. - - In the event the Devaloper construete a bullding on TracE 4 whlch is not dicecCly adjecant eo the aal-Mart Buildinq snd sueh building Se Leee then eixty (60) [aat trom_.the seuthesly llne ot the Building Area on Trece the Developer shells ' . (1) piior to applyinq for i!e buildinq pannit eubmit ite p[opooaC eice plsn (whieh ohell inelude the Ma1-MSrt BuSldinq and all 71021Eag.t47 . 3 other buildlnqa withln 40 feat aL the proposed building) to Wal-Mart and ta the City of Eagan, and (2) 6e reeponeible Eor a11 coaGa incurred by eleher Darty harato ta comply with the applicable Eire codee ae a direct resulc ' - of the 6uildinge on Tract 1- and 2 boinq leae than eixty (60) feet-fcom one another. . Any alteratione requirad by the City ot Eagan on the Wal-Nart Building ae a dir.xt reeult of the buildinge on Tsaeie 1 and 2 - being leas than (60) feet buG not direetly adjncent to ona another, ehall be paid Eor by the oevelopar and ehall be done only . if euch alterationa ere app:ovad Cy wsl-Mart. 2n the evene wal-Mart gives ite approval to have alteratione done an ite building then euch alterntione ehall be done only during non-bueinaas houra in a manner not interfering with the conduet of Wel-Mart'e bueinBea on Ttact 1. ' , Each party hereto granis to the other a non-excluaive ~ building canetruction and-meSaEenance_ea8eiii-nt for the 6enefit of I the other Tract, ovez, acsoss snd undet thet asen wikhin the . ~ ' Building Aseas which ia ~liva .(5)Ewt-eltder_.alde_at_tha_ pcapsrCy` line aeparating Trecla 1 and 2, foY the eolepurpeae of conetructing and main£hinin4,-their._ reapectlve_ buildinqe: 2n exereiainq thetr righte undar thle eeeement, the partiea ahall not unreaeonably interfare with the othet parly'e uaa oL it's pcoperCy, ehall not impair the eupport provided by the otheY party'e foundntion and buildLng welle and ehallrepair and rsetore the other party'e pcoperty to the eame condition aa extsted betore euch righes were exercisad. The pareiee hereby waive all eetback requiremente alonq the , . boundary line aeperetinq Tracta 1 and 21 pzovided howaver, eech pnrty ahall be eubject to the regulationa impoaed by the -City ot . Eaqen Dertalninq to aaeEacks unlase waived or othen+lee vacied by the City oEEagan. e. wepercel(e) Development. Psovioion 4e has Gean deletad ln ite entiraty. 918216ag.HN 4 - S. Common Areea. a. crant_ot gaaemente. Each party hereb~- granteto the other perty, end to such other party'e aqente, cuatomare, Lnvieaea, 1Leenaaea, <enanea ana empioyaee, a non-excluelve eaeemeni Eor parklnq, ~ ariveway and aidewalk purpoaee over and ecroee thnt part of Tract -1 and 2 where parking, drivaway and aidaaelk areae ara ehovn on . . , `Exhibit A. That portion of the eseemant ort TracC i whieh liea . ~ ~iihin the area deecribad an Exhibit E attechad herato ehall henefit and be appurtenant to Wtlot A, Town Centre 70 83eventR . Addition. That portion ot the easement on Tract 1 whieh liee - ouieide o£ the area deecribed on Exhibit B nttached haseto shsll benefit and be appurtenant to Tzact 2. The eaaemeni on Traci 2 . eha71 benefit and ba appurtenant to Traet 1. For the purpoea of thie grant of eaeemente the term "parklnq, driveway and sidewalk pucpoaea" shnll mean traveling or peeiing ov0r the eaeement area tn e continuinq movement exeepi for . momentary etopping Eor traffic., pedeetYiane or other - obetructiona. xha uea o1 the eeeament ehall ineiude the movamant of 6oth vehiciea and ?edeetriane ncroee the eaeament areas. Parking of vehlclea ahall 6e al3owaA vithin the parking eaaement areae, hut only where parkLng atalle are ahown otl 6xhiblt A wiihin - the Common Areae on Tract 3 and 2. The driveway, parking and eidewalk area0 ehell be conetructed and maintalned in aceordance with the epecificatione and etandarde . of the City of Eagan. At euch ti.me ae the Developer conetructan buildinq on Tract 2, it ahall conatrul:[ perking etalle and aoceae theYato wlthin the area daeignated ae Future Peskinq Araa within I the Common Area on Tract 2 ehown on Exhibii A(hereinafter . l refnrreG [o aa ^Puture Parking Area^), whir.h when aonstrueted . ahall be included wLth and beeome e pert oL the parkinq, drivaway - and sidewalk eaeement daecribed above. Tha Futura Parkinq Aree ehall. be eonstructed Ln aecordance with f"lwqAWGLJ,Lieat ions and l tan a .b ~ ZLtZ gl c+ygm- Nctwithetendinq enyChing contained herein to the contrary, the Developer ahell havo the riqht, but not the o6ligation, to relocste EhaC portlen at the - 91821Eag.MN g , driveway whieh runs elong and parallel to the noctharly boundary llne oE xract 2, whieh ia shown and described in Lxhibit D- atiachea haceto, in whole or in paet, to an acea north of Teace 3, provided that: . (1) The Developer ehall pay all cosle incurrad Ln connectSon With auch relocation, including the eoet of inatalling nea ~ blacktop and eucbinq-o! the nam 4uslity and eapaeity upon the relocated area ae cureently exista on the preuene driveway area; The Developer ahall give Wn1-Mart et leaot thirty (30)CeyB C vrittsn notice p=ior to the aetvnl relocstlon of the drLvevey7 (3) The Developer ahall glva Wal-Nart and reCOrd a non-excluaine eaaement over that atea to ahich the dcivevny ie moved (hereinaftet referzed to ac •'New Driveway Area") containing the eame righte whichexlsC undat this Aqtaement Lor the . original drivavay aroa which i• t»Lng ralocatad (harainafter . re[erred to ae "ocigirtel Drivewsy Aeae")t , (y) xrta Nh+ nrivw•y Araa ehall haw eceeu to Town Cenera D[ivei - (5) That poction ot the Ociqinal DtSveway kea ahich ia ralxated shall be convereed to pezkinq area nnd aeeese thecetoi and (6) The New Oriveway Araa ehall not be mose than 250 feeG Lrao the Old Driveany Area., • ~ The Partla0 haCeto nqrea tD axa"ta aad ixoid an amendment to thie Agreement eetabliehinq oE record the chsnqea reaultinq fraa euch rolxation et the tiaa auch ralocation ia mads, ahich amendment aill inctude a raleaee by Wel-HaYt o! Lte righe to uea the orSginal Drivaway uan es an aceess to Yrn+n Cantre Drive in exchange for the right to uea the New Dsivewsy Area ae ita nev acceetl to Town Centce Diive. y, LSmitatiorta on Uee. _ (1). Netomere. Sach psrty ehall uee raaaonebla dforts_!e eneun . that customac¦ snd invieos• ehsli not he pacmi[eod to pack on the Comnon nsaae axcapt whtlo ahoppLnQ or transeotlnq buelnase on TcscCa 1 aed 1. 91821Eeg•t4N 6 ' _ . . . , (2) BmY1LOy@BB. Each parky shall use reaeane6le elfarts to eneure that employeea shall not pask vn the Common A[eae, exeapt inaseae deeLqnaled on ExhibLt A ao ^emplayea parking areae,•' 1! . any. The parties herato may from time to time mutually . deeignaCa and approva "amployae perking ereae" not ehown on - Sxhihit A. (3) Ceneral. Any activity within the Common Areaa othar Chan ite primary purpoae, which ie to ptovide far perking £at thC cuetomere, inviteee and employeeo of thoee bueineaee6 conducted with the Building Areae and for the eervtcinq and eupplying of euch buelneesee, shall be permlCted eo Long aa euch actlvity shall not unreaeonabiy lnterfere with eueh , pclmary purpoee. Pereone uelnq the Common Araee far parking, dziveway and eidewalk purposee shall not be charged any fee Eer eueh uae, provided howaver, euch reetriction ln cherqing a fee shall not apply to aetivitiee or avanCe whereby tha Cammon Areae ese ueed Por other thnn perking, drivaway nnd sidevalk purpoeea (e.g. a temporary uae ot a part of the Common nran tor a tent eale, epeeinl promo[ion or carnival), nor. shall auch reatriction preclude either party from - - aseaeaing tenente or other ucere oL ita property a"coimoon area charge" or "opeFating eharge" for the opezation end mainte:ianca of the Common Araa puteuane to e.writien leaae or uee agreement. c. Otility and Service Seeemanta. The partiee shall eooperate in the qranting of appropriate and propar easemente for the inatallation, rspair and raplncement ot etorm draina, eewere, utill[iae and other propar eervicea naceeeary for the orderly develapment and operation of ehe shopping Centar. 9oth partiea shall uea thelr beet afforta to cauee the Snetallation of euch utility and eervice linee prior to paving ot the Common Areae. No euch linee, eewera, utilitiea or eecvicee of one party shall be installad vithin the . Building Areae an the other party'e peecel. d. sleter- Plo.. Any alteration in the netural water flovr uhieh mey occur ae a naturel coneaquanca ot normal conatrucCion eetSvitlae . 91821Eag.t4t 7 - and the exietence oL the pasty'a lmprovamanta aubatantially ss shown on ExhibLt A(including withoue Liaitetion building 6nd - • building expaneion, cusbe, drivas and pevinq) ehell be permittad. ' 5, DevelOpment NainCemnce. e++d Tazea. a. DoveLuP~ni. . (1~ uranyemant. The arrangement oE the Common Areee ehe11 not be chenged in n martner Lnoonaistsnt a+iCh tne provlsiens of , this Agceement. (2) ^parkinn Aree" Rntio. Each pnrty hereto agreee that at a11 i times there ahall 6eindependently maintalned on each traet i I , parkinq aree aufficient to accommodale noe fewer ihan tive ` and three-quartere (5.6) car epaeee for each one thouaend (1,000) equaze faet of buildinq coneerveted on euch trect. Thia provision ehnll bo eubjeei ta the Developec'e iight to expnnd the Common Area of Tsact 2 eet focth in Seotion 11 below. pevelopment Timing. Concurrent aith eny building hoinq eonetructed within the Bullding Arese ot eithar tract 6y the owner of ¦aid tract (iho "DavalopLng Perty"), tha ~OCO"On Areas of that tract ehall 6e developed in accordance wiih - Exhibit A at the axpenea o£ snch OevaLoping.PnrtY• b. lfaintenance. . (1) gtendeytie, The partise hszato sqr" to keey any undavalopad areae on theiz respective eraeta in a elean condition with vegetation thereon reaeanebly cut until impsoved or deveioped. The partiee ehall uee reaeonnble efLorte to prevent blowinq of duet end dirC lrom Eheir sespeetivs tracta. Follawing camplet'ion oE the improvamanta en tho Commun Areae, ehe pectiee hereto ehnll mnineain the Common Aceas in good condltion end repeir. The msintenence Se to Snclude, without Limiestion, the tollowinqs (a) Mnintaininq the euttncea in e level, smooth nnd evenly-covared eondition uith tha type af aurfaeinq materinl originally inetnlled or aueh aubetitues sA 91823Eeg.M7 8 i . I . ahall in sll respoct• ba equsl in quality, usa' snd i I - durability7 . ~ (b) Removing all papere, iee end 9nOWp mud and eand, dsbrle, . . filth and ratuse and thoraughly eweeping ehe area eo tha axtent reaeonably neeeeeary to kaep thaaree in a clean , and orderly condition7 (c) PLacinq, keapinq Sn cepair and replecing nny neeeseasy appropriate directional eigne, markere and linear (d) operating, keeping in repair and replacing, whera necessary, euch artificial lighting faciLitiee ee ehell . . be reaaonably requiredt (e) Maintaining a11 perimeeer and exterior building w¢11s Lneluding but not limited to all retaining walle in a goed condition and etate oE repair/ end (f) Meintaining, mawinq, weadinq, trimming end watarinq all . landacaped areae and makinq euch replacementa of ehruba and other landecaping ae Le neeeaeary. (2) Bxpeneae. The reepective ownere ehall pay_ the mnintenenee expenee of thair own trecte. - (3) By Agen0. Subjaet ta the mutual agreamant ef tho partlee hereto, a third perty may be appointed ee an egent of the peetiae to maintain the Common Areae in the mannar ae above outlined. Seid third pnrty mey reeeive foc eueh aqaney e fea that ie muiually aeceptable to all partiea to cover . eupervieion, management, aceountinq and eimilar feee, which suma are to be inaluded inthe qeneesi maintenaaee expenee peld by tha raepaetive ownera ot the Common Areas. 7, gigna. No eign ehall ba loeated on the Common Areae oA Traete 1 end 2 eXCept eiqna advertlning bualneesee eonductad tharaon$ entranee - axit aigne, traftie eLqna and euch othar eigne ae era raquized by eha City ot 6sqan. There ehall be no moce then two signa on tha Common Araa o! Trae[ 1 advertieing bueinese conducted on Traet 1 endno more than tvo (2) eigne on the common Aree o[ Teact 2 ndvertLelnq businees conducted on Sraet 2. No eiqne advertisinq buelnaaa condueeed on the • raspectlva trecte ehnll be construoeod direcily on tha Erivweys and 91821Eaq.t41 9 1 ~ parkinq aeaes conseructed within tRo Coavo°n 1~rea for Tcact 1 and Ttaet _ vahiculsr trafLic z Bhewn an Exhibit A so ae to impede pedestrian os . g, Indemnitiehtion/zneurenee• indamniLLaN end snves the a, Indmmi' Each Psrty heroby oCher parey harmlaea trom any snd a11 liability, damaqer ezpenaa, esusea of action, euits, claime, or 5u49R°nts arlsin9 {lOA1 occurrinq on ita personal Snjury, death, o= Prope=tY daAa9e own the otl~ez trect, axcept it enueed by the aet or naqliqanee ot . PsitY hoiato. b. Ins_ u_rance• tSme an (1) Wal-Hart and the Ieveloper (for Tsact 2 unGil aueh Tract 2 Le eold or leeaed to oehar parwho ~hell th~r~by aseuma chie obligation) ehell p=au=a and meintain SM1 full torea and aLfaet thrauqront tha Ceee oL this Aqr~ement - qenacal publie liability Snausence (Which includee eovacaqa for bedL1Y LnSu=Y end Pr°p°tty d°ms9°) a9aLnst elsims for - pereonal ini~rY, death ae Pr°Fe=ty d°i°a9e °C~rsin9 uP°n. in r . . it• 4r°p°riY, oseh De=tY'• insusanes eo sLtocE ot abaut protaction to tha limit of not Lass thae fI,000,000.00 Loc inyusy oc dasth of e tinqle pGreenl ~o Che 1L^Lt.oL not lae• 000.00 for any one xcurranca, end to ths limiG than f1,000. of not lese than $100,000.00 for property dnme40• Eaeh p`=~Y . ahell pcovide the other psety vith cestiiLestee oi aueh ineurance fsan time to time uPo^ W=Sttea ce4ueat to avidanea thet eveh insucanca La in toeee. Sueh Lrteutan`nY ~Y•t e writeen by nddltionsl p=~i~~a ~^der~~~~ an poliey of insurenee eartiad by the petty which may eovae othar propsctp ir, addition to thu peopeceY cevas9d hy lEie pcovide thet tha Agraemant. such ineuranca shsll B~ 1°8Y not be cancelled without ten (10) deya prios vrLCtart noCic~ to the other pnrcy• ' . (q) pt all tlmee durinq the eerm of thia Aqcoemonto eaeh 4a=tY shell keap improvemsnta on Lis pcopertY iMUrad a9eL"t 1080 bY f1YO and athar pacil• and avants es may a or damnqa Lnauead nqeinse under tha broad torm ot UniLosm Eztanded 10 - o;B21Caa•KM . _ _ i Cocaltage Clause Ln ef£eet from tlme to time in ehe ststa la -vhich tha Dnstias' raepective pzopactiae nre Locaeed, w1lh eueh ineuranCe to Ee far tha full ceplacemonE value oc 9014 of ' tfie seplnCemenC valua with an agreed amaunt endoreemant, e[ the ineuzed impcovementa. , j31 Pollciae ot inouranca provldad tor in thin Paragraph 8 shell ~ name wa1-Hact and Developer ae ineuceda ae their ieepective intareets may appear, and each of tham ehali provide to tha other certificntee evidencing the faCt that euch inaurance hn9 bean obGained. (6) wal-Mart for it0elf and ita prope=ty ineurer hereby releaees Developer, and oeveloper for itnelf and its property inaurer hereby releaRee Wa1-Mart f=w and against any and all clalme, demands, 1ia6111tiee oc oCligaCions whetaoaver for damege to each other'e praperty oz loea ot renta or profite ot eithar Wal-Mart or Developer reeuiting frrne or in any aay connecied . with any Lire or othereaeualty wheeher or not evch lice or othee caeuaLty ehall have bean eauaed by the ne911qeneeor tne contributory neqligeace of the party betnq releaeed or by 8ny agent, aeeoeiata or employee of the partY beia4 releaead, - this celeaee b01ng to the extant thae euch damsge or loa• ie eoverad by tho propar}y inevraneeuhieh !ha releaeing party is obligated heseunder to carry, or, =f the releaainq paseY - Le not carrying thae inaurence, then to the estanteveh damaqe or lose would be eovered if the releaaing party wBYe . . carryinq thst inauranca. (5) Notwithetanding anything to ehe contrazy contained Sn thie pareqraph 8, eo lang as the net woFth ot aither pariy ahail exceed Ona Hundred Million Dollaie (f100,000r000•00), and the percy whoxe net worth exeeeda Ona Hundred Million Collara_ ie ehe ownar of either Traet 1 or traet 2# in uhola oe in part, then the perty whoee net wrth sxaeeds_orte Hundred Nillion Dollace ahnll heva tha right eo ratain the Elnanelal riek for up Yo One Mlllion FLVB HundCed Theuaertd Do11aYe, ' - ($1,500,000.00) per claim• 11 91821Ea9.Me1 9. moinent D¢nain. . a. Ovnar'e Rlaht To Arard. Nothinq-herein shall ba eonstrued Co glve either party any Lnteraet in any awara or payment maGe to the other party in connection with any I ezereiea of aminsnt danain or - tranatar Ln Liau thoew[ atfwtlnq said othes party'• tuct or • pLvinq the publle or any govarnment eny riqhGS in eaid ttael. 2n the event of any axereiee of aminant domaln or tranefer in liau theceoF of any part aC the Common Areea laealed on Traeta 1 and 2, the nward nttribueablo to the land and imyrovamunts ot Sucn ' portion of the Cammon Aseaa ahall be payahU only to the ownes thareot, nnd no eisim thoraon ahall be maGs, by the o.mets ef any othec portion of the Common Araee. b. Collateral Claime. All other ownere of the Common Arene mey file collateral claime with the eondemning authority !or their loesea which ace eeyarata and a8art trom the velva oL the land eras snd _ improvamanGS tnkan lrom anothar ownar. C. Tenant'e clsim. Nothing Ln thie nscagenph 9 ehall pravent n i • ~ tenent from making s cleim egeinee an ovner pursuent to the . pcovieiona of any Lassa between tanant and owner for all or a portion of any euch eward or peymeni. d. Aeetoration O£ Common Areas. The owner oL eny portion oP the ~ Cammon Areae eo conGamned•ehnll prom8tly rayeie and restore the remalnlnq por:ion of the Common Areaa wilhin its raepectiva tract aa naarly ae practlcable to the eonditlon of the eame immedietely prior to eueh eondemnation or tranefar, to the axtant that the proeeede of euch award are eufflciant to pqy the coet ot auch - reetoretlon end repeir and without contrlbution from eny othar owner. 10. xiqhte AnG obliqatiane Ot Lendeee. Provielon 10 haa been delatad in. its entirety. . 11. s:panaSon o[ ehowinq Gnten 2h* paseLoe sQru ehae eho Dwdeper ehall have the right, bui not the obligatiort, to ezpand the Coemon 11eea ot Trset 2 ehown on Exhibit A to Lnelude edjacent properGy. 7fle axpeneion o[ eha Common Area oL Trect 1 eo ineluda adiseent proparty ehall allw Developelr, at Lis opCion, to inccoaee the numbar of parktng apecaa withirttha Common rtea of Traet. 91821Eeg.MN 12 - 2, there6y allowing the Developer to lnereaea the sguarofooYaqa Of the bUildinq . or huildings whieh can 6econatruoGad within the Huildinq Araa of Traet 2anE atill maintain the 5.6 car epacee for each 1,000 equara feet of buildinq constructed on Tract 2. Thf Developer ahall exerciee lte riqht to expand the. Comman Area of Tract 2 by qivinq to Wel-Mart, and reeordinq, e non-axcluaive , . parking, driveway una aidewalk easement over that part ot the adjacent pcopecty which ie to be included in the expanaed Common pren of Tract 2. The eaeemenC eha12 includa the same proviaione pertaining to parking, driveway and eidewnik ueage ae are contained in Paragraph Sa above. The partiee aqree thet a0jacenC property ehall not 6e aubject to the terms and conditione of :hla Aqreemeni unleBe 8rtd until the Develaper electe to expand the Commort Area of Szaet 2 by I giving Fial-Hare, and recordinq, the aeparate parking, driveway and sidwalk 1 ea0ement deecribe6 above. If the oeveloper doea ao eleet to exgand the Coumon I Aran oE the Tract 2 ee provided above, ihen the nrea covered by the new eeeement ~ ehall ba subject to the terme of eaid eaeement and ehall cwaa under the terme end eonGitione of thia ECR. .12. Iteleaee frCm Lisbilitv. Any pereon acquiring fea or leaaaholtl tit1A io , Traots 3 or 2, or eny expanaion of the 5happinq Center purouent eo Paragreph 11, eha11 ba bound by thie Agreement anly ae to the tract or portion of the tract . acquired by such peraon. In addition, aueh person ehell ha bound by thie Agzeement only durinq the period aveh pereon is the fee or leaeehold owner of euch tzact or portion of the tract, except ae to obligatione, liabilitie6 or reeponaiCilitiea that aecrue durinq eaid period. Althouqh peraone may Ee releaead under thia paragraph, the eaeamente, covanente end rattrietione in thie Agreement ahall continue to be benefite to anC aervieudea upon eeiC treeta runningwith the lnnd. - 13• Breaeh. In the evenC of bresch ot thie Agreemartt, only all recozd ownere of Trect 1 ne a group, ar nll record awnars of Tract 2 ea e qroup, or - wal-Mart eo lonq,ae it or a»y affillata has an intereet ee ownar or leoeao ot Traet 1 or Davelopor eo lonq aa it oc any atliliale hes an int*rast ea owner-or laeaee of Traet 2, ehall 6o entltled to inatltute procaWinqs !oe Eull and adequate ralief fzan the conaequencee oL eald breach. 14. Riqhte of SuCCeeaors. The eeowmnts, raetricilona, bonotit• snd obllgatlons hereunCar shall ereata mutval henefita enQ eerviludae running with the land. This Agreement ehell bind and Snure to the 6enaflt of the parties 91823Eeq.lR1 23 heroco, ehasr reepecctve hetra, repraconeseivea, leeeeea, euccesaore aM aeeiqne. The eingular number tncludeg the plural and tha mascullne qender lncludea the laminine and neuter. 15. Doeumenr. 6xeeution, NodificsYion and CancalleGLon. It te understood end agraed that until thle dacument is Pully exeeuied by both Davelopar enC Wa1-Mart there Le not and shall noG be an egreement of any kind between the partiea hereto upon which any commitmant, undertaking or obliqation ean ba . f"oundad. Thie Agreement (including exhibita) may be moditied or cancelled only by the mutual agreemenY oF Wal-Mart ea long as it or ite affiliate hae any intereet as eieher owner or leeaee of Tract 1, and Doveloper, as long ae it ot . LGe affilietehas any interest ae either owper or Lecaee of Treet 2. 16. Bon-Merver, So long as either; a) Wal-Nart or !ta altiltate 1s owner . or leseee of Tract 1, or b) Developez ia the owner or leaeee of Trect 2, this Aqroemeni ehall not 6e eubject to the doctrine oE margar. - 17• Duretion. unleea otherwlae caneelled or termineted, ell of the , eaeemante granted in thia Agreement ehall coneinue in psrpeeutiy end all other righie nna obligatione hereof ahall automaiically terminnte and be ot no further force and efEect aftez ninety-nine (99) ysare £rom the deta hereol. 18. Headince. The headinga harein are ineerted only ae a matter of convenienee and for reference ana in no way define, limit or-deecribe the eeope ar intent oP thie doeumeni nor in eny wayeffeci the terms and p=ovietone hereof. ~ I I . I ' 7~A~1RAn.M~I 19. Entira Aareament. Thie 7lqreement conatitutea tha antice egreement beiween the Dartiea heceto. The partiee do not raly upon any etatomont, praaimo ' or repreaentation not herein expreseed, and thie Aqreement onee axecuied and delivered shall nat be modified or alterod in any reapact axeapt by a writinq -exeeu6ed and delivered in the eame manner as required by thla dxument. IN WITNE55 WHEREOF, the partiee have executed this Agreemeni the Gay and year £iret written a6ove. . i ' ATTEST WAL-HAA TO . IN . e De re O Ite stent Secret chael R. Neleon Aee't. Viee Pceeident of Reel EeteCa - (SEAL) "•Wal-MLnt" . WITNESS EACAN TONER OPPICE BUILD2N6 PAATNSRSHIP a Minneeota partnarahip _ By: Fedete d CowfwTr = Cy~ll~ R plik~~ 0Y Mattirt F.-COlOrt ' Partner "Develope!" r 91021Eag.HN - 15 P A R T d E R 3 N I P A C R N O W L E0 C M 6 N T . . STATE O! MINNEeOTA) 1 SS COUNSY O! bAlCOi11 The foreqolnq wae acknwladqed be[oreme thie dny of._ ~CLY1~7P1 , 1491, hy Meetin F. Colon, Pertnec, a[ Federel LerM Cdnpeny, e . Minneaote. partnerahip, Pariner of Eagan Tower Oflica Buildlnq Pertnenhlp, a Hinneeota pertnerahip, on behalf of eeid pertnerehip. . In hastlmony wheraof, i havs heraunto oat my hend and sflixed my notasy. . seel Che day and yasr laet ebova wrltten. . No eey Public (SEAL) My cormmisaion explree v(,'tpUPY 1J , 19(73 C O R P O H A T E A C R N O V1 L B D G H 8 N T S?ATEOP ARRAHSAS) ) s9 COUNTY OF OENTON ) 9e Lt cemembered that on thLe AL day of Aj___Z_ , 1990, before me . a no[ary public ln end fac [ha couniy and eteta eforeeeid, ceme Miehael R. Ne2eon, Aeeiatant Yice Preaident of Aeal Eetate NAL-HART STORES, iNC-, e nelaware corporatlon, who is peseonally known to 'me to be ihe pereon who executed ss auch officar tha wlthin inelrument of writinq on 6ahelf of eueh carporetion, end euch pereon dvly eeknowiedqed ehe executlon of !he eeme te ba the act and deed of aeid corpoceiion. In teetimony wheceoE, I heva hereunto eet my hand end aEfixed my notsry . oael tha dey and yaar laat abow writeon. dA M/J^~ oFaeta L. Johna Natery Public . IsM> . - • My comm Lslon axplraa July 190 1993. - EXHIBIT. . ro FASEMCNTS W171i COVLNANTS AND - RCSTRIG7'IONS AFPI:Cf7NG IAND ("P.CR') - , - DC7VUCCN WALMART STORCS, INC. AND - F.AGAN TOWER OFFICE 6llILD1NG PARTNERSHIP - TRACT 1(the Wal•Mart Tract) is located in the Ciry °f EaS°^, Counry of Dakom, State oE MS7nnesota, and Is legally desc7ibed u folloas, to-wit: Lot 1, 61ock 1, TOWN CL'N7RE 70 L'LCVENT51 ADDITION i I 1 Wal-Mart Swrce, inn - Eagan Towcr Ofilcc I3ullding YaRncrohip - - , i exHiarr t i To - E15CMEMS WITH COV¢NAN75 AND. RESTRIC770NS AFPECTING L?MD ("EC87 . . BL7W8EN WALMART 57'ORES. INC. AND - - PAGAN TOWEIf OPFICE BNLOQdG PAA7NERSHIP 7RACI' 2(the F,#gan 7ower Offlce Building Parmerahip Trw) ia locxced in the Gry of Psgu4 County of Dalcou, Smu oF Minneeom, and le legally dexrlbed o folloas, to-Mr. Outbt A, TOWN CEIT['RE 70 ELEVEN'T7i ADD[770N, lying westerly oF the northerly extension oF the east line af Lo[ 1, 81ock 1, sald 7bw1V CENT7tE 70 ELEVEHi1H ADDI7'ION. AND 7Lat pan of Oudo[ A, TOU'K CEN7RE 70 ELEVBN7'H ADDI770N, ddcrlbed as fo0owa: - Hegtnning at a point in the ez+t line of Lot 1, Biock 1, aald TOWN CENTRE 70 EtEVPNTFi ADDITION disrant 381.00 fea eourh of the norehnst mmer of sald . La 1: thence North 89 degrca 17 minutes 09 xmnds SaaG perpendicuW ta sgd eaat Ihu, aasvmed Maais for bearinga, '20.00 fen; thence Soutlf 00 degeeea 42 minuca Sl seconda Eae; paralkl vrleh eaid ease Ilne, 258.20 feer, thence southerly on a ungmyal cyrve, concm ro the wm;14137 [ee:, cmval angte of 48 degees 10 minutea 42 aeeonds and a ndlw of 168.00 feet: ehrnce South 47 degeees 27 minuces St seconde Wese, ueigrnt ta the las[ daeAbed curve.-8•73 feee; dhmee youthwesurly on a ungentlal cucve, conuve ro the aoutheaat, 26.63 fees, cenaal angle of 40 degeu 08 minuus 45 aeconda and a ndius of 38•00 feec co a poinc In the southaveaterly line of sald Ouda A; shence Norch 42 degrees 32 minuces 09 aeconda Wp[ along aaid eouchwenoerly llne. 2&96 feet to the aoutheuc eomerof said Lot 1; thmee northeasterly and northerly, dong the Wterty fine of sald LOt 1, a distante uf 423.17 feet to the point ofbeglnnin& WbMaR Sttrd, Inc. P.agan Tower OPIke Butlding Partnenhip _A" SICHIHIT D ' TO - EASSMBNTS WITH COYSNRNTB 71NG RESTRICTIONS AFFECTING LAND ("ECR") BFTWEEN WAl-MART STORES, INC. AND EAGAN TOWER OFFICE BUILDIN6 PARTNERSHIP / ~ • . / ~v . . ti 4~= 4 ~ ~.._ittin- "r~++r I 7o~.os••• r.. e~.eo 2 r~'r~. ~~rnhN~ ~3 ~~ri.~~ •ia~.~~ / ' . ,•4i~ / NDRTH LINl. OVTLOT A# " - TOWN ClNTRL 70 ELEVENTH ADDITION - . That parE of Outlot A. T01Pli CENTAB 70 BLSVBM7I 11UDITIOP, according to Ehe cecorded plat thereol, deecribed as folloael eeginning nt a point in the nocth line oP esid Ouilot A distant 126.25 feet eaet ot the norbhweet eocner theraoti thenCa Northt 99 degrees 17 minutea 09 seconda Eaeb, along said noelh line, 302.05 feet7 thence South 0 8egreea 42 minutee 51 seconde Bast 24.00 feet; thence 3outh 89 dgeees 17 minutea 09 eeconde West 218.62 Leeti thenca westecly on a tangentiel cucve aoncave to the north 76.52 feet, central angle 28 degcees 24 minutee 32 seconds and radiua 154.32 feetr thence North 62 degreea 18 minutea 19 seconda West 11.38 feet to the point of be9lnninq. Wal-Mart Stores. Inc. Eaqan Tower Office Building Partnershlp ~~1IB1T E 1'O PASP,M6NTS WITI[ COVCNAN9'S AMD RCSTRICIIONS AFPEC[ING WVD ("L'CR7 BLrf WB[iN WA4MNlT STORES, INC. AND - Fi,GhN TOWER OCF[CE BUILDING PAR7NERSHIP7fiat pu[ oF Lot t, Olock 1, TOWN CCNTNL' 70 L'IMN7Y 1 ADDri70N, accorJing to We remnled _ plat ehereoF, Dakota County, Minncaota, lying eoutherly and easrerly of the loiloaving deaciibeA , Une; geg4ning at a polnt In the east llne of aald Lot 1. Dlodc 1-dlstant 391 (eet aouth oF the northeut comer ihereof; ciience South 89 degreea 17 minutes 09 xconds Wea4 perpcndleular to said eut iinc, assumed bula for beaHngt, 20.00 feet; thence South 0 degrees 42 mtnutes 51 seconds Caet, parallel with said easc line, 25810 fcet; thence southerly on a tangenHal wive canrrvc ro the west 107.63 fttt, central angle 48 dcgrccs 10 minutca 42 xconds and rodtue 128.00 kee; NE eernee thence south 47 degrees 27 minutee 51 seeonds West, tangent to the last 1e4 t,$terX~ descrtbed curve, 8.13 feet theace westerly on a tangential curve coneave to the ~ northwest 26.63 feet, central angle 40 degrees OS minutes 45 seconds lere and t ~ 38,00 (eM to a point In the soutiierly tlne of sald Lot 1, 6lock l , tertnlnating. . ~ ~ ~ ~ . . , 9l9~rf'N'W ; . ypa d~ ' I WaI-M9[C StOCd, II1G &~r . !i Eagut Towet 011ice Bullding Partnecship ~ n~, H~ I.~ . d• +~•ro+'C ' R•/f/.N - . pc•Nf.b.v 1 ~ r!; \o~~ /•I . . Q ~~icb!Ey -04 J - GRANf OP RIGHTS - TO EASEMENTS WITEi COVENANTS AND . REC'rltt['t70N5 pnCTTNG IAND ('ECR') The undersigned, WALMART STORES, INC., a Delaware Corpoeadm having mcered inm the amched F.asemrnn wtth Covensncs and Restrtctlom Affecdng Land CECR7 PertaininB ro Int 1, Block 1, and Oudot A. Toavn Crntre 70 Ekven[h AddiNon; and aclcnoaledging that FEDERAL ~ IAND COMPANY, a Mlinaora partnership, in the fee simple owner of Outlot A, Town Centre 70 ~ Fleventh Addtdon, and ehat MARQUEITE BANK MINNFAPOLIS, NATIONAL ASSOCiATION, a nndonal banidn6 associatlon, has an interest In Outlot A Town Cmere 70 Eleveneh Addtdon, pursuan[ w thae Combinadon Mortgage and SecuNry Agrcement and ehoe AvlgnmeM of Renn and Leaxs, daeed Mry 20, 1988. and recorded in the afftce of the Counry Reeorda' for Dskon County, Minnaora, on May 27, 1988 as Don+mrnt Numbets 841348 and 841349 respecUveiy: does here6y grans and rnmey the Hghb, beneftcs and easemrnb glven by the undersigned m " Esgan Taavn OtBce Bulldtng Parmership which accrue ro Oudot A, Town Cmae 70 Elevrnth Additlon uader the ECR, m FEDERAL L1ND COMPAIVYand ro MARQ[JLrIT6 BANKMINNE1POt1S, NATIONAL ASSOC7ATlON, as thelr respeatve intetesb appear. IN WITNESS 15WREOP, the undecsigned has executed NsLa Granc of Righa as of chLs ~ day of .1991. WAGMART STORPS. INC. a Delawaze o d By: e . Nelson Ib Asst. Vice Pmeident of Real Estate srnTE or )ss• COUNTY OF ) ~ e foregoin g was~'~~ d befo~e m is 9~ day of 1991 _z-- oE WaI•Mart Stores, 1nc., a Dclawrrc corporatlon, on bchalf of the CorpornHon. a Publlc Th1s Dximmt DraRed By: Charla R. Barcholdl Attomry•abisw 3470 Waehington Drlvc - Eagan, MN $5122 Telephonr. (612) 452-3303 • CONSEM' 1'O . FaSEMENTS WftEi COVENAN!'S~M1D ~ - RASTRICI'ION$ ILM 7fie underalgned, FEDERAL LV'1U COMPANY, a MW+caoM Pactnn°wP, hxvwBa fee °i^ple intKpi in real Propnty (otamd in ehe City of Fegan, County of Dakota, Stazc of MWnwta legally desaibed as followa. to-wit: . Wtloc A. Town Cmce 70 Elevendi pdditlon ([he Tropeety"). . hereby consenea m she atmched Easemrnn avith Covenann md Resnictlona Affecdn6 iand ("ECR') and agrees to 6e twund by the cerms and conditlona wnrained ihereN °ith rpPect tO the tnterest oE the underslgned in the Propecty. IN WnIJEW WHEREOF, the undmigned has «ecuted this Conxnt u of thle ~la* day of Se rr+hp r , 1991. FEDERAL IAND COMPAn a Mlnnesota parmmhip Martln F. Colon. Pactna' SCATE OF MINNESO'1'A ) )aa. COIJN'IY OF DAKOTA ) be~ 'Ihe foregoing was aelmawledged beforc me thLs I a~ daY oF on ~half 1991. 69 MaNn F. Colon. Pazmer of Federal iand ComPa MW'eson p P of the partneiship. Horuy e„buc ~ ~ Qqi~~N~~ This Documrnc Drrfted By: . Ybaom++~~10'°°° Chazla R. Banholdi Attomeydotnw 3470 Waehington Dcive Eagan, MN 54122 . Telephone: (612) 452$303 . , ; I ~ CONSENTTO EASEMENTS WITH COVBNAN7SAND SESTRiCi'fONSAAAIIC[1NGI.WD(*PAM -i 7tte underoigncd, MARQUEI'CE BANK MINNFAPOLi5. NATIONAL ASSOCG770N, a. - natlonol buildng ossoUatlon, having an Interat in real property loated in the Clty of Sagm, - Counry of Dakorn, Smte of Mlnnesom, I -r.. eS~Y de.vaibed es followe. [o-wlc 7 Oudot A, Toavn Centre 70 Eleven[h Additlon (the Rroperty+'), punuant to chae Combinatlon Mortgage and Secuflry Ageemrnt and tliae Asslgnmmt of Renp and Leasen, dated May 20, 1988, and recorded ln the ofHee of the Counry Reeorder for Dakon Caunty, Minnesota, on Mry 27, 1988 u Document Numben 841348 and 841349 tapecdvety, hereby mntenn ro rhe attached Eaaemenn afth Covenann and ReaMccions Affcttfng iand ('ECR7 and agrees to be bound by its terms and conditlone with respect to the Intcrnt of the . underslgned 1n the Property. IN V7177VES5 WHEREOF, the undenigned hae acecumd thv Conxnt as of chU L 1 c h dryoF Sepeem6er 1991. . MARQ[IEfIE BANK MRNNFi1POLIS, NAT[O ALA IA'[70N By: Itl VLce Yreai nC ItS Assistant Vice PreaidenC . STATE OF MINNESOTA ) )as. COLiN[Y OF HENNSPIN - ) 7he foregoing was aclmoaledged beForc me thls l ith day of September . 1991, by R. P. Monze and Dunean G. Harr the Vice Pceaidenc and "niF[ant Vicc Preaident of - Marquene Danlc MlnnrrpoBs, Natlonal Assoclatlon, a nadonal banldng asaadatlon, on 6ehalf of the as.9otlatlon. a Q Aktt,~.6Ie4t/ Notary Pubtte . K C A. . WIMttNEBFFN I 'th4 Donimen[ Dnfted Sy: ~ NOiNrv vu9[M'.-MnwE30u . . Chules P. Bartholdi ~~~r Attomey aPlaw ~ 1Y fs~wa tadti Mor. f4 7llf . . . ~ 3470 Washington Drive - Eag1M kOd 55122 , Telephonr.(612) 452-3303 , . ..e. . . p ~ F . . . ~ ~ Ea5EME4i WITH COVENANIS AND -ESTflICT10N5 ~ ~ qF~ECTING LAND (Etfl*) BETYEEM W<L-M4RT ~ A rt SIGPESINC.ANDEAG6NT~IWEFOFFILCBULDMGP0.flTNEflSHIP . - . ' ~.iJ k~J,~ n,~,{ N4o N'.o~ 4 q \ G9]'OJSS Y O¢'p q ~ l .aoo -FUTURE I En~3~ ~ ~ ' ~ ~o ~ io»oo B111L01NG I ; '1 I . ~.~q u)_ . eL 5 ~ . -A - ~ , . AREA 0 ~ 1 kr~~~ . I QU Q~ q. ~ PARKING I . SU,io-hE A w-o ' . . Sn.x>i E ' rxoe[n r 11 x[ I . Od ' . 2S9 ~XB9'~]09E a3685 Y~P~X L'E N.L MTPI BU~LhN4 I ~ I . I'. ~W I 4 ~ p I I, 1, I ZQ q~ tl Y 1 P . n I . T 0f J rT~1 ~i° g a _ m o 'I I b OCNOlES DPNEEASEMFHT ~ S`K f~y ~ gr " ~ ~jjNSAI w ~ ..w rt '~IeuiLoine MfA 111 /.ox:emr ' I ~ ~z a t ~ ~I I ~ ~,F`•' ~ . . . . , : . . ; -.-..•~.r!.. ~f :~,fr~ i. : ` rr if y . r.~ . . . ~.'.~'K • . " 'd.,..ri::.;? a ~y}' . E%HIBITTO EASEMENT WITH COVENRNTS ANO~ NESTRICTIONS . ' AFFECTIN6 lANO I~ECRh BETMEEN YM1L-MANT STOFESING.ANDEAGANiOWERORItIBULDINGPA1RNEflSHIP ~ / I'"' - W_~ ' ~z>fc , ' . . . L_. ~ i•et°s;TT~•': ~p~' _ ' m am :,^•.!5;::*{iT.. ; y.•••,,•_~~ ~0.19 uee~ a.is.x~'. sewdosw ~ ri.•v ~n•srooei ~i/ ~ N62•1l19w q.~la.J2 '9~' e~.~ P•2100 Q '/A'' -_°_w.od_ \ -FUTURE 2 ~ T R A C V T ~ ~ ~PpO J~ ~ ~ • T w'sooo BUILOING 11 r URE FU PAFiKING / M1 8 •/l sbrie'iv'E AREA e.~r~•1s"?e;:"~ ~ , ~ - -,,.a w.,,~ y = _ -i 1,> ~ I]:I f~ILM „es•n'os'c z/o..o / 1 _ n I AREA ; ~ . . 'f _ PARKING.~T~3'33:;: 1''p Ni.oIecu ~~+ws (V ~ - tl zno - + sn~iai e wro.an u I llII is 2~t Qp 2 99 _.Ml9•~1'09~E 926 Bl . . . -Cl' U rvP ~bb. 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' r. wmnr-~ ~a~wu'x~s suu u twsmuc n n I": 1 ~ o li ~ WAl-MAflT STORES ING EAGAN TOWEP OFFICE I ~ BVILDING PAflTNERSMIP .I NORTH - rc L we iMa sr.11s ~ :t3...60 100.. 90 : t~ ' •.:a: 1 r 5..• f._ti ' ~ _ A w vt kTl . 3. +A. ` ' alf i ~ ~ ~ - - ~-~a- - A ! ~ ;~i~< •ri ~ ~ " ~ ! ~ . ~ , w 1 0 ~ .y I N I I . t, _ 1 ~4Y E~Y' ^ ~ ~ . ~ i; ~ o(1CI{ 00~ WO a `k9\~./ J~~- 3i ~u f" I p'1 n.~er,acr.~ :3~ ir D.; A~ ` ••aa,,`s~e I ~ r, w~ lei~.~ ii,es+ _:2 sE \ . ~l~ t ? . 'e: ~ 1~ ' . „1~ ~ ~ ~ _ ~ I, I ~ r.s~as ~ I ~ ui M661p6 aw~ Y[ m T¢ r~a w aw . - - I I . . eti mxuv~u 191m. . \1 . ..e °e`e ' m.sna suu wa m uwna+ax. eu~¢ sa . \ ~ L~ q T' I' _ mrwr~aa ue ems~m u ~armc. ~ ~ ; r~s ~~e~A o~~ntas. uw wn ~o~u~xc ' ° v,.`.4: 1 ~ 6~• aauss wunos. . , s . .~v..t,.,.;..,..aR......~..s.~ ia~ ror xegs sow a~mm a~ma~ . a a I e8 I, mm . yci! ~GP~~ t f ~ . w.r+a~~o vr um~o iua.w nmac mx ' `i+~ . . I I vws w r~irt nu a rortom n ~u.-~ u'^ ? iewumnMnsf~~ea.Wxew'~m. t~e q~ ~901y ~e: I . p~i~u mmuc~a swu. rwvi~ w..wwr nn ~ ~ h iiir srxc ~ ~ ~ ,•"S, ; ~ ~ _ _ _ ~ ' vuewrtr cvrmun. .w. ~xawvn•,°. .6: wrn~ vuox auu cv¢num n+~ , " ~~i . , ~awa~nam.nucr . . . . ~ ~ . I I • ~ EI . . . . . ~ ~ msaasuuatasnc+avmoc. - ~ ~ ~ e~ ~uan~.s~oeua~n~wscmraa Q6'e. . 1 I \ so i~~a As ~urt OF ms ~vnwv.t. \ 1 a~~ b . vmoi~~.mom~nsw.swbmram:. ' . _ + 9~~ri. I ~ ~.3I; w.wvr mmucmn. iam m ~e mm~s" . ~ ' . . ? I i ' I ~ . I I . WpL-MART STORES ING EA6AN TOWER-0FFItE BUILDIN6 PARTNERSXIP 1 I } • ~-~7~ • NORTH ' - =~x , i R r, . j 1 ~ e rtau N=M INTERTEC Report of Field Compaction Tests ~ Date: Mazch 17, 1994 Project: BODX-93-288 Repoit: Client: Project Description: Mr. Bob Fox Construction Testing Services Kraus-Anderson Construction Company Proposed Kohl's Store 200 Grand Avenue Town Centre Drive St. Paul, MN 55102 E an, Mianesota Max. Lab Inplace Specitied SoAI. ppfimum Dy p¢nsity* Inplace Dry Relalive 1Vlinim~ ID and Moistures (Std.Proc.) Moisture Density CompactionCompact. Test Date Type Classification (Pc) (:b) (Pd) Comments 20 3/17/94 N P-1: SM 8 1331,6 10 133 99 'fz 95 A 21 3/17/94 N P-1: SM 8 133 'k 10 129 96 1h 95 A 22 3117/94 N P-1: SM 8 133 1/2 9 130 97 'fi 95 A Key: N = Nucleaz, ASTM D 2922 A= Test results comply with specifications. SC = Sand Cone, ASTM D 1556 B= Test results do not comply with specifications. * = O.M. and M.L.D.D. rounded to nearest 0.5 Test Test I.aca6on E(evation 20 Column Pad: E-2 (Backfill) 894 21 Column Pad: F-2 (Backfill) 895 i. i 22 Column Yad: G-2 (Backnl) 895 I Elevation Reference: cc: Mr. 7ohn Turner, 7r.; Turner Excavating Braun Intertec Corporation Mr. Joe Merchak; City of Eagan Mr. Don Curwick• KEE Architects • Mr. Hadi Sajadi; Clazk Engineering ~A~ ffig Grego 77 on Projed Engineer 932881cts.4 B R A IJ N SM Braun Inrerfec Corporafion 6950 West 146ih Street, Suife 131 Apple Valley, Minnesota 551248520 612d31d493 Fax:4313064 I N T E E C Engineers and Scienfists Serving 1he Builf and Nalural Enviranments I Mazch 11, 1994 Project BODX-93-288 Mr. Bob Fox Kraus-Anderson Construction Company 200 Grand Avenue St. Paul, MN 55102 Dear Mr. Fox: Re: Excavation Observadon and Compacuon Testing Services, Proposed Kohls Store, Town Centre Drive, Eagan, Minnesota As authorized by you on January 12, 1994, we have conducted excavation observations and compaction testing services at the proposed Kohls store located on Town Centre Drive in Eagan, Minnesota. The purpose of the excavation observadons was to aid in evaluating the suitability of soIIs at the excavation bottoms for fill and foundation support. The purpose of the compaction testing was to aid in evaluating the engineered ffi1 placed for foundation support. Eackground Information Braun Intertec Corporation (Braun Intertec) performed soil borings and prepazed a geotechnical evaluadon for the above-referenced site in 1993. The report is dated August 5, 1993, under Braun Intartec project number BODX-93-162. It is our understanding the finished floor elevation (FFE) for the existing Walmart is 894, and the proposed FFE for Kohls is 896. Excavation Observations GeneraL• Turner Excavating, the excavating contractor, stripped vegetadon and topsoil from the proposed building azea. The azeas requiring cuts to obtain desired grades were then cut with scrapers. Cut material was stockpiled for future reuse. Kraus-Anderson Construction Project BODX-93-288 Mazch 11, 1994 Page 2 ~ Random shallow (about 3 feet-deep) hand auger probes were pecformefl at various locations in the excavation bottoms. Estimates of the soil deasity or consistency were basefl on the penetration and turning resistances of the hand auger probes. Soil classifications were determined in accordance with the American Society for Testing and Materials (ASTM) procedures by examining the hand auger probe cuttings. Elevations of the excavation bottoms were referenced to the finished floor elevation of the existing Walmart store. An elevation of 894 was given to this datum. . South Perimeter Footing: The south perimeter footing parallels the north wall of the existing Walmart store. Three test pits were performed on December 23, 1993, along the south perimeter footing. Test Pit 1 was performed in the southwest corner of the pmposed Kohls store and encountered i foot of topsoil over 5 feet of silry sand fill which included layers of black silty clayey sand underlain by native lean clay and poorly graded sand with sIlt. The approximate bottom elevation in this azea was 888. Based on the hand auger probes performed in this test pit, the underlying lean clay was judged to be in a medium to rather stiff coadition, and the poorly graded sand with sIlt was judged to be in a medium dense condition. Test Pit 2 was performed at about the mid-point of the south perimeter footing. The test pit encountered 5 feet of a silty sand fill underlain by native silty sands which were judged to be in a medium dense to dense condition. The existing fill soIls were estimated to end at an elevation of about 889. Test Pit 3 was performed in the southeast corner of the proposefl Kohls store. The test pit encountered about 1 foot of a silty sand fill over native silt and silty sand. The turning resistances in the native silty sands indicate these soils were in a medium dense to dense condition. The existing fill soils were estimated to end at an elevation of about 891. Based on these test pit observations, Braun Intertec recommended the fill soIls be removed from footing and column pad azeas. The fill soils were judged suitable for floor slab support. The existing fill soils were removed from below foundation azeas, and compaction tests were taken in the engineered fill placed to obtain desired grades for strip footings. The columns and piers were dropped to bear oa native soils. Kraus-Anderson Consbrucrion Project BODX-93-288 Mazch 11, 1994 Page 3 On JanuazY 12> 1994, Braun Intertec Performed an exeavation observation of the south footing line. After excavating to bottom of footing grade, the eacposed soils were surface compacted with a hand tamper. Hand auger probes performed in the excavation bottom typically encountered silty sand and clayey sand which were judged to be in a me3ium dense to dense condition. The soils were judged suitable for foundation support. West Perimeter Footing: Excavation observations of the west perimeter footing were performed on November 23, 1993. The side slopes of the excavation indicated the excavation extended through fill and buried topsoIl to native silry sands wiin gravel that were judged to be in a mediwn dense to dense condirion. Bottom elevations of the excavation ranged from 891 to 893. Thus, the excavauon bottom extended to a maximum of 2 foot below frost footing grade. The bottom soils were judged suitable for fill and foundation support. North Perimeter Footing: An eaccavaUOn observaUOn of the north perimeter footing was performed on January 25, 1994. The excavation observadon was performed on the western 110 feet of the north perimeter footing. The side slopes of the excavation indicated the excavation extended through fill which consisted of a black, nonorganic lean clay with some vegetation over native lean clays. Hand auger probes performed in the native lean clays indicate the clay soils were in a medium to sriff condition. The excavation bottom elevation was about 888. Rather than drop the footings to bear on the natural soils it was decided by the conuactor to place fill to establish footing subgrade which ranged from approximate elevarion 892 to 895. Based on the staking provided by others, 1 to 1 oversizing could not be obtained on the north perimeter footing due to the existing gas line. We recommended moving the step in the footing further to the east to allow a minimum of 1/2 horizontal to 1 vertical oversizing at the northwest corner. We recommended the backfill be relatively clean sand for ease of compaction in a tight footing trench. Column Pads Excavation observations were performed on February 8, 9 and 14, 1994. The column pads observed were on Grid 7 from C to G and Grid 8 from C to F. The excavations for the column pads extendefl through the frozen soils and fill to a depth ranging from 5 to 7 feet Kraus-Anderson Conshvction Project BODX-93-288 Mazch 11, 1994 Page 4 ~ - below floor subgrade. Hand auger probes performed in the bottom of the excavations encountered silty sand and poorly graded sand which wetejudged to be in a medium dense to dense condition. Some lean clay was encountered which was judged to be in a stiff condition. All columns were extended through the frozen or fill soils to beaz on the natural soils. Braun Intertec recommended that the bottom of the excavations be level and surface compacted prior to concrete placement. We also recommended that all backfill be free of snow, ice and frozen soils. Remaining Areas Based on the results of our observations listed above and our soIl borings, it appears the remainder of the north perimeter footing, the east perimeter footing and the remainder of the column pads will beaz on native silty sand soils. We requested to Mr. Mike Walsh of Kraus- Anderson Construction and Tumer Excavating to notify us if fill soils or unsuitable material was encountered during excavating these footings. Since we were not notified, we assume the soils aze compazable to those encountered in our soil borings and suitable for building support. Engineered FII Engineered fill was placed to establish bottom of strip footing elevation for a portion of the south, north and west exterior footings. The engineered fill consisted mainly of silty sand and poody graded sand. The fill was rypically placed in thin lifts and compacted with a self- propelled vibratory compactor. Braun Intertec observed that bacldll azound columns and piers included partiaily frozen soils with small amounu of snow. It was indicated to us that these soils were being used for frost pcotection and would be removed in the spcing and replaced with nanfrozen engineered fill. Therefore, no compaction tests were taken in the column pad backfill. Kraus-Anderson Construction Projecc BODX-93-288 Mazch 11, 1994 Page 5 ~ Compact'ron Tests The total of 20 test were performed in the engineered fill placed in the foundation azeas. All tests met or exceeded the minirm,m densiry requirement of 97 percent of standazd Proctor density (ASTM D 698). The report of field compaction tests and Proctor test curve were previously sent and aze aiso attached to this report for your records. No compaction tests were conducted on the soIls placed as backfill for the exterior foundarion wall or interior pads. Summary Based on excavation observations and hand auger probes, it is our opinion that the clayey and granular soils encountered in the excavation bottoms aze suitable for fill and/or foundation support. Based on the staking provided by others, it appears the excavations were adequately oversized. Based on the results of our comQaction tests, it is our opinion that the engineered fill placefl is suitable for foundation suppon. Braun Intertec observed that columns and piers were being backfilled with partially frozen soils for frost protection and the side banks of the excauations were frozen. We were told that in the spring the contractor pians on removing the frozen soils and replacing with unfrozeu engineered fill. No compaction tests have been taken in the backfill for interior pads, piers and exterior foundation walls to date. Kraus-Anderson Construction Project BODX-93-288 Mazch 11, 1994 Page 6 I General Remarks Services performed by Braun Intertec personnel for this project have been conducted with khat level of caze and skill ordinatily exercised by members of profession currenfly practicing in the azea. No warranty expressed or implied, is made. Tf you have questions regazding the informadon contained in this report, or if we can be of further assistance, please call Greg Bialon or John Cazlson at (612) 431-4493. Sincerely, Grego J. i'd'lon Project Engineer Professional Certification: I hereby certify that this report was prepazed by me or under my direct supervision and that I am a duly Registeretl Professional Engineer under the laws of the 5tate of Minnesota. y . H er, P.E. Vice President Registration Number: 15329 Date: Mazch 11, 1994 Attachments: Report of Compaction Tests, Reports I through 3 Proctor Test Curves Pl through P2 cc: Mr. Dale Schoeppner, City of Eagan gjb\jlr.ds193288Utr. I ~ BRAVN=" INTERTEC Iteport of F ield Compaction Tests Date: December 1, 1993 Project: BODX-93-288 Report: 1 Client: Project DescripGon: Mr. Bob Fax Construction Testing Services Kraus-Anderson Construction Company Proposed Kohl's Store 200 Grand Avenue Town Centre Drive 3t. Paul, MN 55102 Eagan, Minnesota Max. Lab Inplace Specified Soil Optimwn Dry Density' 7nplace Dry Relative Minimum ID and Moisture' (Std.Proc.) Moisturc Density Compaction Compact. Test Date Type Classitication (°k) (pct) (°6) (pcf) M Comments 1 11/23/93 N P-1: SM 8 133'h 6 137 103 97 A 2 11/23/93 N P-1: SM 8 1331h 8 134 100 97 A 3 11/23/93 N P-1: SM 8 133'/x 8 133 100 97 A 4 11/23193 N P-1: SM 8 1331h 8 133 100 97 A 5 11/24/93 N P-1: SM 8 1331f2 10 135 101 97 A 6 11/24193 N P-1: SM 8 133'k 10 130 97 97 A 7 11/24193 N P-1: SM 8 1331h 9 136 102 97 A Key: N = Nucleaz, ASTM D 2922 A= Test results comply with specifications. SC = 3and Cone, ASTM D 1556 B= Test results do not comply with specifications. * = O.M. and M.L.D.D. rounded to nearest 0.5 Test Test Lacadon Elevation 1 15'N, 15'E of the southwest buildin comer 891 2 20'N, 35'E of the southwesY buildin comer 893 3 27'N, 48'W of the southeast buildin corner 894 4 18'N, 20'W of the southeast buildin corner 895 5 S'N, 15'W of the southeast buildin corner 894 6 18'N, 65'W of the southeast buildin comer 896 7 25'N, 30'E of the southwest buildin corner 895 Elevation Reference: cc: Mr. John Turner, Jr.; Tumer Excavating Braun Intertec Corporation Gregory. Na'tdn Project Engineer 93288\cts.l ( e Rau N=M INTERTEC Report of Fleld Compaction Tests Date: December 8, 1993 Project: BODX-93-288 Report: 2 I Client: Project Description: Mr. Bob Fox Construction Testing Services Kraus-Anderson Construction Company Proposed Kohl's 5tore 200 Grand Avenue Town Ceatre Drive St. Paul, MN 55102 Ea an, Minnesota Max. Lab Inplace Spcritied Soil Optimiun Dry Dw?sity Inplace Dry Relative Mioimum ID and Moisture* (Std.Proc.) Moisture Density Compaction Compact. Test Date Type Gassification (°k) (pcf) (°10) (pcfl (°k) (°k) Comments 8 11/24/93 N P-1: SM 8 1331h 11 131 98 97 A 9 11/24/93 N P-1: SM 8 1331h S 135 101 97 A 10 11/24/93 N P-1: 3M 8 1331k S 138 103 97 A 11 11/24/93 N P-1: SM 8 133'h 8 130 97 97 A 12 11/24/93 N P-1: SM 8 133'fs 8 138 103 97 A 13 11/24/93 N P-1: SM 8 133'fz 10 135 101 97 A Key: N = Nuclear, ASTM D 2922 A= Test results comply with specifications. SC = Sand Cone, ASTM D 1556 B= Test results do not comply with specifications. * = O.M. and M.L.D.D. rounded to neazest 0.5 Test Test I.ocation Elevation 8 55'N, 5'E of the southwest buIldin corner 893 9 250'N, 10'E of the southwest buildin comer 894 10 230'N, 20'E of the southwest buildin corner 896 11 125'N, 5'W of the southwest building comer 895 12 35'N, 17'E of the southwest buildin corner 896 13 5'N, 27'E of the southwest buildin corner • 896 Elevation Reference: cc: Mr. ]ohn Turner, Jr.; Turnec Excavating Braun Intertec Corporation Grego n Project Engineer 93288\cu.2 v e RAU N=M INTERTEC Report of Field Compaction Tests Date: January 27, 1994 Project: BODX-93-288 Report: 3 Client: Project Description: Mr. Bob Fox Construction Testing Services Kraus-Anderson Construction Company Proposed Kohl's Store 200 Grand Avenue Town Centre Drive St. Paul, MN 55102 Eagan, Minnesota Max. Lab Tnplace Specified Soil Optimum Dry Density¦ Inplace Dry Relative Minimum ID and Moisture= (Std.ProcJ Moisture Density Compac6on Compact. Test Date Type Classification (pc) (pcfl Comments 14 1126194 N P-2: SP 15 108 4 108 100 98 A 15 1/26/94 N P-2: SP 15 108 4 110 102 98 A 16 1/26/94 N P-2: SP 15 108 4 107 99 98 A 17 1/27/94 N P-2: SP 15 108 5 109 102 98 A 18 1/27/94 N P-2: SP 15 108 5 109 102 98 A 19 1/27/94 N P-2: SP 15 108 6 108 101 98 A 20 1/27/94 N P-2: SP 15 108 7 106 99 98 A 11 Key: N = Nucleaz, ASTM D 2922 A= Test results comply with specifications. SC = Sand Cone, ASTM D 1556 B= Test results do not comply with specifications. * = O.M. and M.L.D.D. rounded to neazest 0.5 Test Tcst Location Elevation 14 70'E of NW Comer 889 ~ 15 50'E, 7'S of NW Comer 889 j 16 30'E, 2'S of NW Corner 891 i 17 25'E of NW Building Comer (Below Footing) 893 ~ 18 12'E of NW Building Comer elow Footing) 892 ~ 19 15'S of NW Building Comer (Below Footing) 891 20 37'E of NW Building Comer (Betow Footin ) 894 Elevation Reference: cc: Mr. 7ohn Turner, Jr.; Turner Excavating Braun Intertec Corporation Grego . i on Project Engineer 93288kts.3 B Rau H=m INTERTEC Moisture - Density Rdation of Soils and Soil - Aggregate Mixtures ASTM D 698 / D 1557 i Date: Decemher 1, 1993 Project: BODX-93-288 Client: A'oject Descriptian: Mr. Bob Fox Construcrion Testing Services Kraus-Anderson Construction Company Proposed Kohl's Store 200 Grand Avenue Town Centre Drive St. Paul, MN 55102 Eagaa, Mimesota Field Data Test Number . P-1 Proctor Type . standard Date Sampled . not given ASTM D . 698-91 Date Tested . 11/26/93 Method . not given Soil Classification (ASTM D 2487 and D 2488) . SM: Silty Sand, fiae- to medium-graiaed, with Gravel, brown. I,aboratory Resuits Maximum Density, pcf: 133'/z Optimum Moisture Content, 8 138 IILIIIIIII 136 134 w U Sl ~ ro Air Voids G Q AS5111IICd 132 S.G. = 2.65 C] 130 128 126 Moisture Content, % 4 6 8 10 12 14 932$$1p-l ~i B Rau N` INTERTEC Moisture - Density Re7ation of Soils and Soil - Aggregate Mixtures , ASTM D 698 ! D 1557 Date: 7anuary 27, 1994 Project: BODX-93-285 Client: Project Descripfion: Mr. Bob Fox Construction Testing Services Kraus-Anderson Construction Company Proposed Kohl's Store 200 Grand Avenue Town Centre Drive St. Paul, MN 55102 Eagan, Minnesota Field Data Test Number . P-2 Proctor Type . Manual Date Sampled . not given ASTM D . 698-91 Date Tasted . 1/26/95 Method . not given Soil Classification (ASTM D 2487 and D 2488) . SP: Poorly Graded Sand, fine- to medium-grained, with Gravel, brown Laboratory Results Maximum Density, pcf: 108 Optimum Moisture Content, 15 114 112 ~ U G T ~ G N Q ~ 110 Q 108 106 61 104 b[oisture Conten[, % 8 12 14 16 18 9328a+P-2 SPECIALINSPECTOR FINAL REPORT Dale: 3/I (O~ ql To City ~qof: Ce Address: 3$30 A-~o+ ky.ob `~~4d City: State: rn N Zip Code: SS I:1 P -)~3 9 7 _ Auention: e ~~S~~oaoor~ar ~ Re: Final Project Report Project Name: Ko~\S 5;'oyt Address: Cr"A" l1-L'To whom it may concern: This is to certi(v Ihat 1 f?erformed special inspection on the (ollowing portions of the u'ork at the above address which required continuous inspection, and uhich 1 uas employed ro inspect: GxGeU ~1 010 fn 1L < Caw. at.~t6`~ t~r~ Seluico Sat u{IGC~d re mf. - Bazed upon my personal obsenation and N'ritten reports of this work. it is m}' judgment that the inspected work «'as performed. to the best of m}' knoHledee. in accordance with the approved plans, specifications, and the applicable v.•orkmanship provisions of the Uniform Building Code. Ven' Vul)v . (Specia s ctor's Signature) Date Print Full Name ID Number tt: ClienVOwner ArchitecUEngineer 25 B R U N SM Braun IMertec Corporatien 6601 Washinglon Avenue South P.O. Box 39108 I N T E RT E C Minneopolis, MinnesoM 55439-0108 612-941-5600 Fox:941-0151 Engrneers ond ScienRsh Serving fhe 8uilt ond Nalural Environments- I May 17, 1994 Project BODXA3-288 Final Report Mr. Bob Fox Rraus-Anderson Construction Company 200 Grand Avenue St. Paul, MN 55102 Dear Mr. Fox: Re: Structural Steel Nondestructive Examination Services, Kohi's Deparlment Store, Eagan, Mirmesota Nondestructive aramination services were performed on this pmject as authorized by you. These services were conducted from February 23 to Mazch 23, 1994, on an on-call basis. These observations were performed by Pat LaPlarne, a level II technician qualified in accordance with American Society for Nondestructive Testing (ASNT) publiearion 5Nf-TG1A, 1988 Edition. Scope of Services During this time geriod, the following observations weae pufocmed. • Visual examinazions of field welds • Bolting observations • Deck weld observations Results A summacy of the resuits for our services is described below. Copies of wr Daily Observarion Reports wete left at the project afler completion of each site visit. Ail observations petforme3 were found acceptable in accordance with the project requirements or approved field changes, as listed below. s P~sual Weld Examination Visual weld examinations were conducted in accordance with American Welding Society (AW5) D1.1-1992, sections 3.6 and 8.15 requirements. These observations were performed at the fol(owing locadons. . • Kraus-Anderson Construction Company Project BODX-93-288 May 17, 1994 Page 2 I.ocation Level Descriptiou Renarks F-H, 4-9 Roof Baz joist fillet welds Acceptable E-H, 1-9 Roof Baz joist fillet welds Acceptable D line, lA Roof Baz joist fillet welds Acceptable C line, 1-5 ~ Roof Baz joist fillei welds Acceptable A-C, 1-2 Meazanine Baz joist fillet welds Acceptable A-H, l line Roof Deck angle fillet welds Acceptable A-H, 91ine Roof Deck angle fillet welds Acceptable Bolting Observations Bolting observations were conducted to determine if the splined end of the tension control bahs had separatefl ftom the body of the bolt. Listed below aze the locations in which balting observations were performed. I.ocation Level Description Renmarks E-H, 2-8 Roof Tension control bolts Acceptable A-C, 1-2 M?zzanine Tension control bolts Acceptable B-E, 2-8 Roof Tension comrol bolts Acceptable B-G, 2-8 Foundation Anchor bolts Acceptable E-G, 2-8 Foundation Anchor bolts Acceptable" A-C> 12 MPzzanine Beam to embed anchor bolts Acceptable Grids E-G, 2-8 were observed by Kraus-Anderson superintendent, Mr. Harry Zarn, w have sil modiftcations and washers installed. Dede Weld Observations Deck weld observations were conducted in accocdance with AWS 131.3-1984, Section 4.5 requirements. Listed below are the results of these observations. Location Level Description Remarks D-G, 1-4 Roof Roof deck welds Acceptable G-H, 1-3 Roof Roof deck welds Acceptable B-D, 5-9 Roof Roof deck welds Acceptable C-D, 1-5 Roof Roof deck welds Acceptable A-B, 2-5 Roof Roof deck walds Acceptable A-C, 1-2 MPmanine Deck welds Acceptable • Kraus-Andersoa Construction Company Project BODXA3-288 May 17, 1994 Page 3 T7iis completes our observations on this project. General Services performed by the Bnun Intertec technicians and materials engineers for this pmject have been conducted in a manner consistent with that level of care and skill ordinazily exercised by members of the profession currenfly practicing in this area under similar budget and time restraints. No warraaty, expressed or implied, is made. Thia test report wntains only findings and reaults arrive3 at after employing the specific test procedures and standards listed herein. It is not intended to constitute a recommendation, endorsement, or certification of the produd or matarial testc. It has been a pleasure w be of service W you on tLis project. If you have questions regazding this report, or if we can be of furWer assistance, please call Pat IaPlante at (612) 942-4920 or Marv Denne at (612) 942-4823. Sincerely, ooJC' -J~ P2t LaP13DYC NDE Level Technician M ' C. Denne Manager - NDE Services Atiachmenta: Daily Observation Sheets cc: Mr. 7oe Merchak; City of Eagan Mr. Don Curwick; KKE Mr. Hadi Sajadi; Clazk Engineering Mr. Greg Bialon; Braun Intertec (Apple Valley) Plp\mcd:mkmlbodu\93288\ndecpt BRauN°- INTERTEC DAILY OBSERVATION REPORT Project 20Q 93 a88 Report Location: kohl STore- fa Date: a- a3 - 9~ Regular Overtime Personnel Classification Hours Hours T> T' c- 1L ~ ec Areas and work performed this day: e-p"rl»P(Q llisuol UamiAcb'r)n t>h Ba iaT )Pl'A'»o holt' c OncB ec-i S?xppar~ Q1!~Jv T-/7PSe ex em,nQ+inns L•)ere P erFcr 4 iv; occoi-donce Wd1i A1.15 Dl.i - ipfa ePc-tlon B,/s G„d koll-,'7.pw- AlSc P 5~ ar ' Ior4T 1,9 4~.,~ ~1dc ~ot ~^~Gr-~~A a4 -~Ai5 ~'7mP J~ ' 1 LL~L~ Sol~nl'+ c/d, r.)r 'n4f4//PN /]7~~om $icCe q14 W ei[!edya- OvicQ E-4 ~ f;ne CarJ 6~r 1 tAestern Jcc % y-Pnr-n~l~d ~ Weather: f0a S wo Performed By: Submitted To: F: DAILY 1 sRauN°M INTERTEC DAILY OBSERVATION REPORT Project d~L Dx 93 .2,qA Report Location: lij 61a Date: ~ 9d Regular Overtime Personnel Classification Hours Hours ~ - Areas and work performed this day: t'P~arm~lf5r~n~ „~,amjpn~inn !'>,qAar 0NJ41'n IX~_ ~ G)la d hAnT hA)41° were ~P/`t61^YY7C.CY r2Ccnrr~anrP ia*),A Aos 'DJ 1- /9S.? Sr-1-L3h 8 iS en„d qf5c- TPSi1ltSi h~IS.T l.~ l~ c: r3 r1 F~ 9 il7JPi e nr Qf- N-cZ r~,ri11n~ Ar..1n C Aei,riv,a ?>WP ~ ~'~a 1110 ~ ~ke,+ fiarl WW~PrS I1 } dnrk &q t fnc Into!'mC-~1 A/l bA~PY` )6nr ~nic~x% G')P.~ rnc. > ~~~S~G~`rrY ! S G C. pj~ble VU 7en.5ion ~'nn~rnL ~n (tc Cr~c~ E 9 i ^r T 41A er 40 C61U,074 C~jnJP GUC 4C Spll17FA/ PI)A' CXe~nrjPrU Anr4o^ ArjYS Cr1^i E- 4 ~-S ir)Pr^e hr,~^rY 10 ni1P 1l)11s4Prs ~ S S_ r n~ or, s ~s~-rn P/'S~ Q-}- F- S n., jh i n s fa lf ~d~ J ~I Weather: (-Jpnr Performed Submitted To: F: DAILY 1 sRauN INTERTEC DAILY OBSERVATION REPORT Project 96DA 91 28R Report 3 Location: Knl, J s Eflri Date: 3- I•~~ Regular Overtime Personnel Classification Hours Hours Areas and work performed this day: ,P,l^tOrrnP.ll. VISI(3l e-Xa/'Yil%?OAi'O [)nL[{r ~nj`,Sr lt)F/lYino Q nt~~mnf .I dPrk F,IWAi'nJ 7hPSP 2xemi~n~-i~rins L~Prr De~»r~jrrQ ~n Oc'fr~/Y~QhcP 01A . 't1.05 'Di 1 -I29.2 ftnJ 0r k. HU ' < AwS t7/ 3- /9$`J TNS'i I~• Mt rYPlk wnK7',,; G l^ 'rYS D VC2_}/ ~ ~ Q['PP~~QI'iIP 12o6-F t.lFrk rrp`d N 3-9 rnveree! af fhr fi'"ie o~ exoti,~ao<.`or. nr r, p,'r~ 7) 1 'q P 1- 9 ri/F .J Weather. - ~ 0° Clvn Performed By: Submitted To: F: DAILY 1 ertauN INTERTEC DAILY OBSERVATION REPORT Project#: z0oy, 43 :~P,a Report '?.ye 1 O-~~ Location: 4CF,1s 'in Date: 3- Regular Overtime Personnel Classification Hours Hours `rec Areas and work performed this day: ~erYdrmrr~ 11~"sr.oi e,yorn;n ~n rnoP der.k wP1ds. ar 4n )304 S. (aPSe. Pxarr„na~-i`OhS t,t7P/'2 ?s2,,r~ormP.A 1~n ofnrdahce tAv f1j At,05 "D i.l -1992 5c•c.4iong " Qnct 8.15 oAd .4W-5 Df.3 -198J, 2esulfs• Tcjc~&-k oefcow C-'-D I---~c r>,7tr.bJo Gr •10 1,4 i . F, ~I'LC ~1 ~ Q, .CP T~'~'~ P. iar_ r. welrl„j 13-c _ti-9 e,00pred 4~,1ti derk.n<., n2 ce t' ~n~sT Ce }!7 -,2 Ao s • ear i`n c, ;3 je k- ~i n s tQ fiBeQ f'h~2 r10+ we1cQPj G'~' ~~t/S f1/?a2. Weather: ~~O C's1- Performed By:s~ Submitted To: F: DAILY 1 BRauNs. INTERTEC DAILY OBSERVATION REPORT Project Do( 93 ;j RR Report -/!PAl e es ~ 02 Location: ls ~c~ac~ Date: Regular Overtime Personnel Classification Hours Hours - c Areas and work performed this day: -J F-13 c,)t,,eA ,bQs 6o%f hroke i.si- haoe a new 1-,.,1P etr,`J]ed in f1,e bQS=lnje a4i'n and a 3,~~r1 QYlcz6f 61~ zhSta))Pd LJiA r4 haiPyi`rnUvn 3"embecCr.22Pnr j ` - 1 ~ tI nCL~-• Weather: Performed By:Q4. Submitted To: F: DAILY 1 . . B Rau N,. INTERTEC DAILY OBSERVATION REPORT Project oD Report S Location: Ke~+LS - Faja4 Date: Regular Overtime Personnel Classification Hours Hours ' Areas and work performed this day: a4ormed tlivlol exarr,inctb"nn cv? o~ deck .i r)dc_bnrn~'c7 Qha A~~i~nc ~~pse. ~.X4h,r ~i~ri5 JF i~Pr~4'mPr~ t'n CiCr.- na6ora i.6,U A(11.c T)l f M S' Pr /l'nr'f s G ndR• -571 AJr;zC AnzJ'/ ~;J Au)s i.) l-2, - I2R(F 5PC N S' Re tt)~• ISonP['h'in gric~ 9-S t)P.lN.'no O!',t~ptcG) /P MeZZanihe ri,i 7 - . f-Q ~PhSfoh rAhi~,-„/6/fs cvere__ _ ~1.QW ~ a~re f1,e PLF PiJ rerr,ale "Ae)~n,q erTknb/P ~ I-'I Ql'l'J I.t I'-}h K J!4 L:+C~S fmtIviPJ Weather: GI Par Performed By: Submitted To: F: DAILY 1 . . BRauW INTERTEC DAILY OBSERVATION REPORT Project 130DI 9 :3 28A Report ~ Location: X645 - ALrt . an Date: ~ - ~3 - 91 Regular Overtime Personnel Classification Hours Hours Areas and work perforrned this day: ?P4nrme.A vi-Gual e a»,; a6n nn cQPr k (,LLlcps., nhc~nr }L]~,f c:n~ aeck =3]n 11AAt TheSe ex~n,rmFi~s f 1!per-~OrmPd in cicCnr&ince WA AU)G'D/ LQ9~ SPtfIpLs 34o ar~ R L << r} •%5'D13- 14t3~ P +o'n,, a. C„A ro,rcf re4uirem enfs. 1) MeL2a»i,vP Aeck J-,)PJ4c. A c 1 ~ ~~12rAle ! a r,na)r w IdS rnJ Jeue) ~-N 1/,S,P c„d A-N A rP rrP171'a},)2 LAhcbnr bo1F5 73-G 2-P were- n4ecf ~0 1,aue t.il~shers ins~alle~ Rnc1 -F/4P hitiS l,aoe })een -U# aetQ ri d~, E-G a?-R tpere bbscruad t1,1= ILaYLY.. o~ ~(Q Chex L~(re CJt)r~'PC.~ G.F ~Ne liN'iP ni~ /7~J uQrninCYtJOr~ ~ ~ I-IlKYtDY' Dh~~$ !1 1'~ [~YII/!P 'F'Y'rNNI/74 bPLYn ~D Ph,nM piftlP 17oC~ccTS . ~ QY'e hc>u ~~5~~' 0 Je»sic Conit'l~Ifs a- r a- s+•are, hnlFrA ;n Anve -LAe S,o)inPCP Fne? Ae}aC6PA Weather. ~L,pPerformed By:(~~ 5ubmitted To: F: DAILY 1 03/04/94 10:34 'd`612 374 4749 CL9RIf ENG. CORP. 10001/001 . FACS l M I LE OATE 'y JpB NO~;," J f ~~l'j. 2815 Wa}2c4a Boulevard nM= TOTAL NUM6ER pF PACES (INCLUDING THIS PACC) Minneapolis. Mnnesota 55405 ATTENTION (612) 374- 4740 Fax: 374-4 749 RE: ENGINEERINC 1 CORPORAT I ON COMPANY NAME: PA% NUMBER: LUI C~ Cv l-'C~ IF YOU DO NOT RECpVE ALL THE PAGE!s OR IF THE TRANSMISSION' Original to foflow in mail: O Yes g~no IS NOT LEGIBLE, PLEASE CALL 374-47A•0 AS SOON AS FOSSIBLE. / TFEESE ARE 1RANSMITI'ED os checked bolow: ? For reviewa( G7 As requested ' ,eFor your use ? For review and camment DESCRIPTION ° C.~ = G ,(L. •L, ' L~KL L i ` 1..6 U`1 xe" m. c ti1 ~ t. ' G.K.~ tj.~... _.r t ? ~ ~ ~ " {L{ u~ F( j t, ~ N a~-) L- , ~L,~ Post-It" Fax Nole 7671 oece pp u o El ro P888B~ - L•~ f Co.lDepL I Co. Fmmr Phone e Phone M ~ J Fa1t Y /z -4 Fax X COPY TO SIGNED: 03/04/99 10:26 %Y612 374 4749 CL.4RK ENG. CUKY. l¢JOU1/VU1 . FACS I M I LE DATE {"1- JOB NOc-~-`?~4 5- 2815 Wa'M'O BDUIEYOfd nbE 70TAL NUMBER OF PAGES y (INCtU01140 THIS PAGE) hiinneapolis, Mmnesota 55405 p7~NTION ~6ZZ) 3~4-"740 ax:374-4749 RF; ENGINEERING CORPORATION ' COIAPANY NAME: FAX NUMBER: L'~ ~ ~ ~'•C..' IF YOU DO NOT RECEIVE ALL THE PAGEc- OR IF ThIE 7RAtdSMIS510N Original to follow in mail: ? yesXno IS NOT LEGIBLE, PLEASE CAI.f. 374-4740 AS SOON AS POSSEBLE. THESE ARE TRANSMCiTED as checked below: ? For reviewai C] As requested ' .Z/For your use ? For raviaw and comment DESCRIPTION 6K-UZ.._ LA.. ULY.~ ~ L(-) LG INi E' X ! Ni o L-M ~LU C t~ ~L. - G- i,~ . . . . Y~C3t-,T ~ - - - ~ ,Ln Post-R" Fax Note 7671 oace~ pa9B9? ~ 70 • From CoJDept. Co. o(A,l Phone t Phona # r Faz k Q Faz q ~ ,~4~1 G i-l . ~.~C~-•T : > COPY 70 SIGNED:~J`~'~ SPECIAL INSPECTOR FINAL REPORT RECEQ~V'IG D Date: 3c(y JUN 0 8 1994 To City of: cF4 av. Address: 3830 p' ko+ Ilw~ob ~ 4 d City: &S a~ State: mN Zip Code: 55 I~~ -18 9 7 Anention: M+ ~u~¢ cloaoor\ ¢r Re: Final Projecl Repnrt ProjectName: Kox\`S Address: 7ow^ Ce...A?¢ br'UL To uhom it may concern: This is to certify that I perfr.,-med special inspection on the following portic is oF thr work at the above address which required continuous inspection, and uhich 1 aas employed to inspecC GXL'G T~ v N 0.~~ ~ 4G~~6h JGUIGO 5e[ 444G~-d reom-~. dat.eck M" 1~Tl44y Si,.,-4A,k s~Ac! ~~RYJ a~:w t~ sn eJzcL.( ~,nor+ dj,d Mail, ly f9. Based upon mN personal observation and written reports of this aork, it is my judgment that the inspected work was performed, to the best of mv knowledge. in aaordance with the approved plans, specifications, and the applicable workmanship provisions of the Uni(orm Building Code. Ev. Very truly v 1 (Specia s cror's Signature) Date Print Full Name ID Number cc: ClienUOwner ArchitecvEngineer 25 Mazch 11, 1994 Project BODX-93-288 Mr. Bob Fox Kraus-Anderson Construction Company 200 Grand Avenue St. Paul, MN 55102 Dear Mr. Fox: Re: Excavation Observation and Compaction Testing Services, Proposed Kohls Store, Town Centre Drive, Eagan, Minnesota As autho:ized by you on January 12, 1994, we have conducted excavation observations and compaction testing services at the proposed Kolils store located on Town Centre Drive in Eagan, Minnesota. The purpose of the eaccavation observations was to aid in evaluating the suitability of soils at the excavation bottoms for fill and foundation support. The purpose of the compaction testing was to aid in eva(uating the engineered fill placed for foundadon support. Background Information Braun Intertec Corporation (Braun Intertec) performed soil borings and prepazefl a geotechnical evaluation for rhe above-referenced site in 1993. The report is dated August 5, 1993, under Braun Intertec project number BODX-93-162. It is our understanding the finished floor elevation (FFE) for the existing Walmart is 894, and the proposed FFE for Kolils is 896. FSecavation Observations General: Turner Excavating, the excavating contractor, stripped vegetation and topsoil from the proposed building azea. The azeas requiring cuts to obtain desired grades were then cut with scrapers. Cut material was stockpiled for future reuse. Kraus-Anderson Construction Project BODX-93-288 Mazch 11, 1994 Page 2 Random shallow (about 3 feet deep) hand auger probes were performed at various locations in the excavation bottoms. Estimates of the soIl density or consistency were based on the penetration and turning resistances of the hand auger probes. Soil classifications were determined in accordance with the American Sociery for Testing and Materials (ASTM) procedures by examining the hand auger probe cuttings. Elevations of the excavation bottoms were referenced to the finished floor elevation of the existing Walmart store. An elevation of 894 was given to this datum. South Perimeter Footing: The south perimeter footing pazallels the north wall of the existing Walmart store. Tluee test pits were performed on December 23, 1993, along the south perimeter footing. Test Pit 1 was performed in the southwest corner of the proposed Kohls store and encountered 1 foot of topsoil over S feet of silty sand fill which includefl layers of black silty clayey sand underlain by native lean clay and poorly graded sand with sIlt. The approximate bottom elevation in this azea was 888. Based on the hand auger probes performed in this test pit, the underlying lean clay was judged to be in a medium to rather stiff condition, and the poorly graded sand with sIlt was judged to be in a medium dense condition. Test Pit 2 was performed at about the mid-point of the south perimeter footing. The test pit encountered 5 feet of a silty sand fill underlain by native silty sands which were judged to be in a metlium dense to dense condition. The existing fill soils were estimated to end at an elevation of about 889. Test Pit 3 was performed in the southeast corner of the proposed Kohls store. The test pit encountered about 1 foot of a silry sand fill over native silt and silry sand. The turning resistances in the native sIIty sands indicate these soils were in a medium dense to dease condition. The existing fill soIls were estimated to end at an elevation of about 891. Based on these test pit observadons, Braun Intertec recommended the fill soils be removed from footing and column pad azeas. The fill soIls were judged suitable for floor slab support. The existing fill soils were removed from below foundation azeas, and compaction tests were taken in the engineered fill placed to obtain desired grades for strip footings. The columns and piers were dropped to bear on native soils. Kraus-Anderson Construction Project BODX-93-288 Mazch 11, 1994 Page 3 On 7anuary 12, 1994, Braun Intertec performed an excavation observation of the south footing line. After escavating to bottom of footing grade, the exposed soils were surface compacted with a hand tamper. Hand auger probes performefl in the excavation bottom typically encountered silry sand and clayey sand which were judged to be in a medium dense to dense condition. The soils were judged suitable for foundation support. West Perimeter Footing: Excavation observations of the west perimeter footing were performed on November 23, 1993. The side slopes of the excavation indicated the excavation extended through fill and buried topsoIl to native silty sands with gravel that were judged to be in a medium dense to dense condidon. Bottom elevations of the ezcavation ranged from 891 to 893. Thus, the excavation bottom eztended to a maacimum of 2 foot below frost footing grade. The bottom soils were judged suitable for fill and foundation support. North Perimeter Footing: An excavation observation of the north perimeter footing was performed on 7anuary 25, 1994. The excavation observation was performed on the westem 110 feet of the north perimeter footing. The side slopes of the excavarion indicated the excavation extended through fill which consisted of a black, nonorganic lean clay with some vegetation over native lean clays. Hand auger probes performed in the native lean clays indicate the clay soils were in a medium to stiff condition. The excavation bottom elevation was about 888. Rather than drop the footings to bear on the natural soils it was decided by the contractor to place fill to establish footing subgrade which ranged from approximate elevation 892 to 895. Based on the staking provided by others, 1 to 1 oversizing could not be obtained on the north perimeter footing due to the existing gas line. We recommended moving the step in the footing furthec to the east to allow a minimum of 1/2 horizontal to 1 vertical oversizing at the northwest comer. We recommended the backfill be reladvely clean sand for ease of compaction in a tight footing trench. Column Pads Excavation observations were performed on Febmary 8, 9 and 14, 1994. The column pads observed were on Grid 7 from C to G and Grid 8 from C to F. The excavations for the column pads extended through the frozen soils and fill to a depth ranging from 5 to 7 feet Kraus-Anderson Construction Project BODX-93-288 Mazch 11, 1994 Page 4 below floor subgrade. Hand auger probes performed in the bottom of the excavations encountered silry sand and poorly graded sand which were judged to be in a medium dense to dense condition. Some lean clay was encountered which was judged to be in a sriff condition. All columns were extended through the frozen or fill soils to bear on the natural soils. Braun Intertec recommended that the bottom of the excavations be level and surface compacted prior to concrete placement. We also recommended that all backfill be free of snow, ice and frozen soils. Re*na*dng APCaS Based on the results of our observations listed above and our soIl borings, it appears the remainder of the north perimeter footing, the east perimeter footing and the remainder of the column pads wIll bear on native silty sand soils. We requested to Mr. Mike Walsh of Kraus- Anderson Construction and Turner Excavating to notify us if fill soils or unsuitable material was encounterefl during excavating these footings. Since we were not notified, we assume the soils aze compazable to those encountered in our soil borings and suitable for building support. Engineered Fll Engineered fill was placed to establish bottom of strip footing elevation for a portion of the south, north and west exterior footings. The engineered fill consisted mainly of silty sand and poorly graded sand. The fill was typically placed in thin lifts and compacted with a self- propelied vibratory compactor. Braun Intertec observed that backfill azound columns and piers included partially frozen soils with small amounts of snow. It was indicated to us that these soils were being used for frost protection and would be removed in the spring and replaced with nonfrozen eagineered fill. Therefore, no compaction tests were taken in the column pad backfill. Kraus-Anderson Construction Project BODX-93-288 March 11, 1994 Page 5 Compaction Tests The total of 20 test were performed in the engineerefl fill placed in the foundation azeas. All tests met or exceeded the minimum densiry requirement of 97 percent of standazd Proctor densiry (ASTM D 698). The report of field compaction tesu and Proctor test curve were previously sent and aze also attached to this report for your records. No compaction tests were conducted on the soils placed as backfill for the exterior foundation wall or interior pads. Summary Based on excavation observations and hand auger probes, it is our opinion that the clayey and granulaz soils encountered in the excavation bottoms aze suitable for fill and/or foundation support. Based on ihe staking provided by others, it appears the excavadans were adequately oversized. Based on the results of our compaction tests, it is our opinion that the engineered £ill placed is suitable for foundation support. Braun Intertec observed that columns and piers were being backfilled with partially frozen . soils for frost protection and the side banks of the excavations were frozen. We were told that in the spring the contractor plaas on removing the frozen soIIs and replacing with unfrozen eagineered fill. No compaction tests have been taken in the backfill for interior pads, piers and exterior foundation walls to date. Kraus-Anderson Construction Project BODX-93-288 Mazch 11, 1994 Page 6 General Remarks Services performed by Braun Intertec personnel for this project have been conducted with that level of caze and skill ordinarIly exercised by members of profession currenUy practicing in the azea. No warranty expressed or implied, is made. If you have questions regazding the information contained in this report, or if we can be of further assistance, please call Greg Bialon or John Cazlson at (612) 431-4493. Sincerely, Greg' o y J. Bialon Project Engineer Professional Certification: I hereby certify that this report was prepazed by me or under my direct supervision and that I am a duly Registerefl Professional Engineer under the laws of the 4VicState esota. • A, u r, P.E. e President Regisuation Number: 15329 Date: Mazch 11, 1994 Attachments: Report of Compaction Tests, Reports 1 through 3 Proctor Test Curves Pl through P2 cc: Mr. Dale Schoeppner, Ciry of Eagan gjb\jtc:r1a193288Vir.1 B R U N SM BfOY^ I^rorlec Corporafion 6801 WoshingWn Avenue South P.O. Box 39108 I N T E RT E C Minneapolis, Minnesota 55439-0108 612-941-5600 Fox:941-4151 Fngineers ond Scienlists Serving fhe 8uilt ond Nafural Environmenfs' May 17, 1994 Project BODX-93-288 Final Report Mr. Bob Fox Kraus-Anderson Constcuction Company 200 Grand Avenue St. Paul, MN 55102 Deaz Mr. Fax: Re: 3tructural Steel Nondestructive Examination Services, Kohl's Department SWre, Eagan, Minnesota Nondeshvctive examination services were performed on this pmject as authorized by you. These services were conducted from February 23 to March 23, 1994, on an on-call basis. These observations were performed by Pat LaPlante, a level II technician qualified in accordance with American Society for Nondestcuctive Testing (ASN'1) publication SNT-TC-lA, 1988 Edition. Scope of Services During this time period, the foilowing observations were performed. • Visual examinations of field weids • Bolting observations • Deck weld observations Results A summazy of the results for our services is described below. Copies of our Daily Observation Reports were left at the pmject after completion of each site visit. All observations performed were found acceptable in accordance with the project requirements or approved field changes, as listed below. ~ Puual Weld Fkkamination Visual weld examinations were conducted in accordance with American Welding Society (AWS) D1.1-1992, sections 3.6 and 8.15 requirements. These observations were performed at the following locations. Kraus-Anderson Construction Company Project BODX-93-288 May 17, 1994 Page 2 Location Level Deseription Remarks F-H, 49 Roof Baz joist fillet welds Acceptable E-H, 1-9 Roof Bar joist fillet welds Acceptable D line, 1-9 Roof Baz joist fillet welds Acceptable C line, 1-5 Roof Baz joist fillet welds Acceptable A-C, 1-2 Mzrzanine Baz joist fillet welds Acceptable A-H, 1 line Roof Deck angle fillet welds Acceptable A-H, 91ine Roof Deck angle fillet welds Acceptabie Bolting Observations Bolting observadons were conducted to determine if the splined end of the tension control bolts had sepazated from the body of the bolt. Listed below aze the locations in which bolting observatioac were performed. Location I.evet Description Bwsrks E-H, 2-8 Roof Tension control bolts Acceptable A-C, 1-2 Mezzanine Tension control bolts Acceptable B-E, 2-8 Roof Teasion control bolts Acceptable B-G, 2-8 Foundation Anchor bolts Acceptable E-G, 2-8 Foundation Anchor bolts Acceptable* A-C, 1-2 Me.z7anine Beam to embed anchor bolts Acceptable * Grids E-G, 2-8 were observed by Kraus-Anderson superintendent, Mr. FIarry Zarn, to have all modificadons and washers installed. Decle Weld Observations Deck weld observations were conducte3 in accordance with AWS D1.3-1989, Seaion 4.5 requirements. Listed below are the results of these observations. I,ocation I.evei Description Rmiarks D-G, 1-9 Roof Roof deck welds Acceptable G-H, 1-3 Roof Roof deck welds Acceptable B-D, 5-9 Roof Roof deck welds Acceptable C-D, 1-5 Roof Roof deck welds Acceptable A-B, 2-5 Roof Roof deck welds Acceptable A-C, 1-2 Meuanine Deck welds Acceptable . Kraus-Andersoa Construrxion Company Project BODX-93-288 May 17, 1994 Page 3 This completes our observations on this project. General Services performed by the Braan Intertec technicians and materials engineets for this project have been conducted in a manner consistent with thatlevel of care and sU1 ordinarily exercised by members of the profession cunendy practicing in this azea under similaz budget and time restraints. No warranty, expressed or implied, is made. This test report contains only findings and results azrived at aftec employing the specific test procedures and standards listed herein. It is not iateaded to constitute a recommendation, endorsement, or certification of the product or material tests. It has been a pleasure to be of service m you on this pmject. If you have questions regarding this report, or if we can be of further assistance, please call Pat LaPlante at (612) 942-4920 or Marv Denne at (612) 942-4823. Sincerely, pd Pat LaPlante NDE Level Technician M ' C. Denne Manager - NDE Services Attachments: Daily Observadon Sheets cc: Mr. 7oe Merchak; City of Eagan Mr. Don Curwick; KKE Mr. Hadi Sajadi; Clazk Engineering Mt. Greg Bialon; Braun Intertec (Apple Valley) PIPXmcd:mkm\bodx\93288\ndrspt BRauN°- INTERTEC DAILY OBSERVATION REPORT Project 36px 93 ~Rf'3 Report Location: C2J In p Date: ~ 9d Regular Overtime Personnel Classification Hours Hours ~ Areas and work performed this day: rnn PA v 1.Sitr,i y,arnu?f2~~0~+ nh Arr jn;~,! L1P~~-J4. Occnrela cP r.),' AOS r7),1- 194-2 5r-lron 8 45- n„d AI(;C'_. TP5i1)4511 A.11 ~,~nrsr r,~el qn ari 4- - m Il- 9 ,~nJP~e A~rN YoIST Q~" N-~ 4["PG ne7' AGoP G he~,rlN~ IQ+'P Ih T~P T.C~2~J ~j. ~11^, f.«r) ~~~1 ~^PrS n} l~/llrK knr. Glnc /i 1tOi' med. HII n~hE?` 7en5ion ~'c~n~rnf T>(,~f Cr~cQ iorST ~'flirJ'P/' 40 G`~1u ~ Ca-p ::plnLF aUe 4L Splind Pnh cpe~nr,1,,J_ f0 ni1P !.e)nS4 PrS [4 ?i llnlnr LLS )'nGielIlld J' 1'~c.rr ~ni klA 1,>~c t h tcv'm Pc~ Weather: 3()e, Performed Submitted To: F: DAILY 1 eRAUN°- INTERTEC DAILY OBSERVATION REPORT Project#: .'30D1i 13 2sR Report 3 Location: Knl,Is Eglan Date: 3 ' Regular Overtime Personnel Classification Hours Hours Areas and work performed this day: ~P!^tOf`rnP.c~ U141(,/y~ P f(Q/1~Ino f~n e)a~/` lt)ejl'no 0 ef r,CAY ~P(.JS F~1P~~~ 7,b~^>P CXew~i,~n~-i~fJnS Lt?P.'~P. 'D8/'tnnmar~ ~n OGfI~/YIQhCP 01`A ,41,05 01, 1 -J!~22 CiA riak Nldi'nc aer- kt)S 0/.3- /9$`Z ~eSi~ I~5r l~~n~ r4Ptk weld,,~ r,`d 5 c7^ 6 ,.2- 9 G- k 1.3 QrePO jab/Q 12oc~-~ clprk er;d G• N'i-9 nverecl ct+ flor Pirhe D~ PtQSZ,inal:~n P 1Ji/e 19 nr ~n~`ci J,,),eWI'n ~ro'ri 7) 1~'nP QCCe Weather. ~L)C Performed By: Submitted To: F: DAILY 1 BRAUN=. INTERTEC DAILY OBSERVATION REPORT Project ~D~L ?.3 %&G Report q -?41 F -1 0 L2 Location: j~~IS Date: 3' Regular Overtime Personnel Classification Hours Hours `re Areas and work performed this day: ~Pr~a~mec~ tliSl~Ql 2„~(„am~na~lon r~n rnc~~ ~PCk WP~~S ~tOi ; WAAg3 ~7~~1 nhr{,r~~ ~a~{S L~PSe Pxam;na~-i`ons wPre TCr;nrm A 1-p~~nr~ance ,QL115 'D1 I -1g9;2 Src.tronS 3.ja 0-/Z~ P IS onr4 4C.o~ p! 3 s 1 ~ s 'RsZ,-~'A ~ k ~e1ddr~ ?3 ° D S ~ Q«T~e~ c,~ i s~ i 9v )~n~ li n e f- ri e-r P-pf-cAe iaP_ r lrXi`n .,JB-S-5 9 oJPred 9t1 Pr inu cL4- 12 jiLas uAaadlefe ~inst~k_~r`s~ ~s hDi" W` C'IIXP~ U+ '~It1S f'1~9i Weather. r.6r Performed By: Submitted To: F: DAILY 1 e RAU N°- INTERTEC DAILY OBSERVATION REPORT Project Dc( ei3 2991 Report#: ~!Pog e c~s ~ a Location: /5iegra. Date: Regular Overtime Personnel Classification Hours Hours - - c Areas and work performed this day: - _:T~e. t~ 41 F-f3 WA„ch hroKe us'r hal)e a Aee.J A.,f.P Jr,fled in fAe bQSe~Ia~e 2"612 Ond Q 3~y1, Q12fhnr hn~T ~hStG11e~ W~A c, JnM/597uin err7beA rr,Pnr. ~~s rs ,'7P!' n9/' ko~) Ujrs)Y_ FT /'S ~'"~S~Qrk ~fh~,~i~Pe~n1 2e,1 AC 12S Ct1S"a Qh,-Arir^ hnJi-s Q.+" JE-p cva /7,4- AC,L1P CL &J/ Weather: Performed By: (;PM Submitted To: F: DAILY 1 BRauW INTERTEC DAILY OBSERVATION REPORT Project '80 DA, 973 a 8B Report Location: 605 - Fagrth Date: Regular Overtime Personnel Classification Hours Hours ~ Areas and work performed this day: ?xrSormeJ tlis~lel__ exair,ine~~-i'on ev~ rr~n~ r~ec~ wr%ds. J~,)P/ri Sy CthGi A~~inc ~as~ 2XQ/r~ ~i r3n5 LoFre-7Pi4n?r»Pd l n C,iCC - n/~!j~ Yi CE L1.~Th Q1~~ ibi.1'2~Zg 4&r S3. (Q Gnd P,/t. .4-1.SG ,1.bA R Sufl5' Ron'f GYP['Kin. Cif/G A-~ 9-5' wP![Yinn 0 Lr_P,?2;~c.h/8. ~ j''e-2-7Ctnlne rrn inq - I-~ ~ehs~on rnntr.,l An/As were y1Q~_~a S~~~h F Pr~ rn~iJe .MPz-zllnfnp Ff-17MLL4 nr jn;`aJ: c., PlJi'n.q ijrrP-u~41bIP .1 r~F77~/]i~7s+ ~rrmjn~_ pnm +rl ^n(22ki°T a~~rf/" ~7A~~S 1~1PrP ~ f~G /'PJ IzI'4I1 fA wGS 1'Ylfn/'/YIFJ ~L#PrY A Weather: J~ F GI cc r Performed By: Submitted To: F: DAILY 1 eRauN°- INTERTEC DAILY OBSERVATION REPORT Project Bc~DX 9 ~ ~Rf3 Report t'll Location: KcA(s - x'ajaq Date: a3 ->4 Regular Overtime Personnel Classification Hours Hours Areas and work performed this day: 'Pp4nrrjec~ ~iSila~ C arr,~ a~-~n n nn cQPrk (g)ejcQI ('i r.~nr hnl~-~r rnA dce»J,1 frielrDs The~e eJarnin~%c~'~S _:(,~ere ~er-~nrmPCQ in c~crnyr.~rtn~e + i4 '7.~1 ~-1~~ SPt~-Tnn~ 3 (o ~rxf C~ K a n cl 1+ i lq -19A ~ spr~; c,,~ /f ~n~ ~rc~',PC~ reauirPm enfs_ 1L4Jezz4tnrne Aer.k i; zPJjs~i -c 1-~ n cr.ezp~ TO.~le D-rcK_ r,lP »>eldc rn4 IeUe -N 1/'„P Gn,4 A-N 9 I,'~P r re Cf P h, blP ~1 Ahebar ho1Ls 2-G 2-P were n4ed fo kaue ~.~ashers inskllej Qnel 44a h,r~c bnoc }i rn ~-ial,leneLQ (14A f - G a-R i,,~,-re Gbserued }i, garrv uldk Y./A. r'h.Q toe e CouertcP G.H ~Ae Lme nS md PYCti77%/9LYtion q) AYtCitat 6n lb n NI z2e/t i n r -~rnjm; n y 17 crm fo eri,hM p1Gie 'DcxJ; cAs -I ctre noip 4isl,t 5, dem' nConLint hMh hi4c l . Anue 4L =,OJihPrP Pn`A Ck2+4[RaA Weather. 'T- a A n,~ Performed By:(T~;L Submitted To: F: DAILY 1 u's/U4/94 10:34 %Y612 374 4749 CLARK ENG. CORP. IQ 001/001 FACS f M I LE J09 NO J~. 5- _1-f 2815 Wayir,la BoUfavOrd nME TOTaL NUMBER OF PaGES Minne(lpolis. A{inoesota 55405 (IN0.UDINC TNIS PACE) qrreNnoN Emma (612) 374- 4740 F~:374-4749 RF-- . EN6INEERING CORPORAT ( ON COMPANY NAME: V J ' 1~~L FAX NUMBER: i IF YOU DO NOT RECEI4E ALL TNE PAGE-e OR IF THE TR,ANSMISSION Original to follow in mail: [3 Yes p~no IS NOT LEGIBLE, PLEASE CALL 374-47g•0 AS SOON AS POSSIBLE. / i}iESE ARE TRANSMITTED os checked below: ? For reviawal 13 As requested ' Z"For your use ? For reviaw and comment DESCRIFTION C~ = Gtt~lL- 'L ' Lz:~KL b)TE:FE 1 LJ , l..E , E_ -~J n • , 1..~~T X e " m• ! Ni ~ ~.C.. ~ , . ~ . ~.r : .Lw ~ - rz.~ LL t~jt:%-,J - X C5T. -~tCA F( . : , j )-F- ~ N C CJ a~) L S,~ . a-. ' 'G-• ~L ; S C~J lbut7 ~ Post-It` Fax Note 7671 oa~e ' q p°agas ~ F To , From I.~ ~ ~ . 7 4 co.roeaL , co. ~ Pha~ e PhonO M ~ Fex x ~Z Fax s ~4~1 CN • ~.~t~T : COPY TO_ t•~ ~ T~ 1~ ~'~~lr~ SIGNED: 03/04/94 10:26 '8'612 374 4749 CL9RK ENG. GUNY. to Oul/uUl FACSfMILE DATE~,- JOBNO"[.~.4-~-_ J 2815 WOYZ010 BOUIeYO(d nME (INC UOINC TF115 pPE ES A{inneapolis, Minnesoto 55405 nrrennow ~ ~ 12) 374-:740 x:374-4749 RE: ' ENGINEERING CORPORATION ~ COMPANY NAME: FAX NUMBER: L~l C.~ ^ G' IF YOU DO NO'f RECEIVE ALL THE PAGES OR IF THE TRANSMISSION Original to follow in maii: O Yes p~no IS NOT LEGIBLE, PLEASE CALL 374-4740 AS 500N AS POSSlBLE. ~ THESE ARE TRANSMf17ED as checked below: ? For reviewal ? As requested ' XFor your use O For review and eomment DESCRIPTION C ' 7 ° ~ = GI~CL..- •L L~K'~ ~ ~ ~ L ~ ~ I 5:- X Ce::)T. t.~ l~ . 'L 8c3t"T - - - - s! ~L° POSt-IY Fax Note 7671 ~afe~ ~ pegea~ L~.~ Tp , From - coJoev+. ca. ,~L~i Phona k Phone N y Fex i Fax M Q, Xt 5~. , coaY ro ~l l,~ ~ OATe SIGNED:_~-1`~'~~' 24TH & HENNEPIN CENTER PARTNERSHIP September 14, 1993 City of Eagan 3830 Pilot Knob Road Eagan, Minnesota 55122 Mr. Martin Colon Eagan Tower Office Building Partnership 3470 Washington Drive Eagan, Minnesota 55122 r RE: Town Cerdre 70 Fifteenth Addition ' Development Contract Dated Sept. 13, 1993 Dear Sir/Madam: The following clarifications should be noted regarding the above referenced. t. The project engineer and manager stated on Page 4 should be Richard Hauser (612) 338-1000. 2. That the 10' drainage and utility easement over ail common lot lines and public right-of-way shall not include that area between the proposed Kohl's Building and the Walmart and shopping center buildings. 3. and that the completion dates outlined on Page 4 shall be approximately as follows: Erosion and Sediment Controi Measures Nov. 15, 1993 Site Grading Jan. 15, 1994 5ubdivision Lot Corners July 15, 1994 Utilities July 15, 1994 Private Streets and Parking Lot July 15, 1994 ~ Boulevard Restoration July 30, 1994 v ?,y3 If you have any further questions, please do not hesitate to call me at 338-1000. icii Sincerely, 24T HEIVN IN CENTER PAR ERSHIP ~ . ~ani I . . ~ ~ As Co-Trustee of the WIRE Tr t ~ General Partner Rand Tower a 527 Marquette Avenue South 0 Minneapdis, MN 55402 672-338-1000 0 FAX 612-338,8971 ~ city oF eagen THOMAS EGAN Mayor PATRiCIA AWADA - SHAWN HUNTER SANDRA A. MASIN December 15, 1993 THEODORF WACHiER Council Members 1HOMA5 HEOGES City Adminislrator MR RICK HAUSER E. J. VAN OVERBEKE 24TH & HENNEPIN M. PTNRSHP. cirv ciark 527 MARQi7E'ITE AVE #2000 MINNEAPOLIS MN 55402 RE: KOHL'S Dear Mr. Hauser: The foundation permit for the Kohi's department store will be issued upon completion of the new exit for the existing WalMart building. The building permit will be issued once the following requirements are met: ° A 60' Open Yard Agreement must be recorded wiW the Dakota County Recorder's Office with documentation provided to the City. ° An easement for exiting purposes along the north wall of Wa1Mart must be recorded with Dakota County and documentarion provided to the City. ° Construction documents must be reviewed by the Building Inspections Division. Sincerely, ~>at ? Dale Schoeppner Construction Inspector (Building) DS/js 6AUNICIPALCENiFR . THElONEOAKTREE MAINtENANCEFACttltt 3830 PilOi KNOB ROAD THE SYMBOL OF STRENGTH AND GROWTH IN OUR COMMUNRY 3501 COACHMAN POINi EAGAN, MINNESOTA 55122-1897 EAGAN. MINNESOiA 55122 PHONE: (612) 681-4600 PHONE: (612) 681-4300 FAX: (612) 681•4612 Equal OppoRunlTy/Aflirmative Actlon Employer Fqx: (672) 681•4360 TDD:(012) 454-8535 - TDD:(612) 454-8535 ' • ~ ~i ~ ~ /.5°'~ city oF eagan THOMAS EGAN Mayot PATRICIA AWADA SHAWN HUNTER SANDRA A. MASIN THEODORE WACHTER CouncU Membets . iHOMAS HEDGES . Ciry Administrator E.J. VAN OVERBEKE dry Cletk December 22, 1993 CARRIE L BAZELLA 222 SOUTH NINTH ST #3300 MINNEAPOLIS MN 55402 RE: KOHL'S Dear Ms. Bazella: We haae received your request of December 17, 1993 and concur that the maintenance easement meets the intent of providing an exit pathway along the north wall of Wal-Mart. This condition, therefore, can be eliminated from our letter of December 15, 1993. If you have any further questions, please feel free to call me at 681-4683. Sincerely, Dale Schoeppner Construction Inspector (Building) DS/js MUNICIPAL CENTER 1HE LONE OAK TREE MAINTENANCE FACILITY 9830 PILOT KNOB ROAD THE SYMBOL OF STRENGTH AND GROWTH IN OUR COMMUNITY 3501 COACHMAN POINi EAGAN. MINNESOTA 55122•1897 EAGAN. MINNESOTA 55122 PHONE: (612) 681-4600 PHONE: (612) 681-4300 Fax: (612) 6e1•4612 Equal OpportunltylAttlrmatlve AcTlon Employer FAX: (612) 681-4360 TDD:(612)454-8535 TDD:(612) 454-8535 ` 4b'IcitV oF ecigan THOMAS EGAN Mayor PATRICIA AWADA SHAWN HUNTER SANDRA A. MASIN November 29, 1993 iHEODORE WACHTER Councll Members ' THOMAS HEDGES City Adminisfrobr MR DON CURWICK E. J. VAN OVERBEKE KORSLINSKY, KRANK, ERICKSON ARCHTTECTS, INC. c"v cle`k 300 FIRST AVE N MINNEAPOLIS MN 55401 RE: KOHL'S WAI<141.4RT_EXIT DOORS Dear Mr. Clirwick: In reference to your memorandum on the above-referenced subject, one additional item which was mentioned should be noted. That is, an easement for exit purposes for the remaining north wall exiu should be obtained from the adjoining property owner. Also, all required exits must be maintained during the construction of the Kohl's store to the north. This will necessitate installing the replacement exit door(s) prior to the removal of the existing ones. Sincerely, ~s~ F''I ~/1C~e•~G Joe Merchak, Construction Analyst Protective Inspections Division Department of Community Development Enc. Nov. 23 KKE memorandum on Wal-Mart exiting cc: Doug Reid, Chief Building Official Eagan Building Inspectors John Pauison, Korsunsky, Krank, Erickson Architects, Inc. Martin Colon, Federal Land Co. John Trautz, 24th & Hennepin Center Partnrshp. Shelli Stevens, Wal-Man Stores, Inc. MUNICIPAL CENTER MAINTENANCE fACILITY 3830 PILOT KNOB ROAD - THE LONE OAK TREE THE SYMBOL OP SiRENGTH AND GROWTH IN OUR COMMUNITY 3501 COACHMAN POINt EAGAN, MINNESOTA 55122-1897 EAGAN. MINNESOTA 55122 PHONE: (612) 681-4600 PHONE: (612) 681-4300 . FA%: (612) 681-4612 Equal Opportunity/Afilrmatlve Aciion Employer cqx: (612) bBt -43to iDD:(612)456-8535 TDD:(612)454-8535 KKE , NOV ? 6 tog3 HorsnnskyKnnkEriekson i Architeete,lnc. 300 First Avenue Nor[h Minnearolis. FIN 55401 6121'339-4200 FAX 342-9267 MEMORANDUM TO: Flle FROM: Don Curwick - KIE DATE: November 23, 1993 SUBJECT: Meetin with Jce Merchak (Ctty of Eagan)- Suilding Analysis Kohl's~Wal-Mart Wal-Mart Exit Doors Project No.: 94-08-1057-01 Due to the addition of the proposed Kohl's Departrnent Store located direcdy to the north stde of the. Wal-Mart, it was noted that a total of four (4) exit doors Wal-Mart will have to be removed permanendy, thereby requiring an exit analysis of Wal-Mart. As a result of this development, Wal-Mart has authorized KKE Architects to pre are a code analysis pertaining to this exiting issue. After our analysis, we met w[th oe Merchak and reviewed the exiting issue with him, and the following summary was determined: Sales floor area = 98,925 s. ft. Occupant load factor = 30 sq. R.~person Number of occupant load = 3,298 (Divide by 50) lineal feet of exit required = 65.9 ft• lineal feet of eatit per door = 2•83 ft• Total number of 3' wide doors required = 24 doors Total number of eusting doors currendy Z~ doars ptovlding exiting = Number of e3dt doors to be eliminated = 4 The end result determined by the City and KKE would be to add one new door which witl be located between grids 4 and 5 on ti~e front wall of Wai-Mart and e(iminate the ~ four doors in con9tct wtth the new Kohl's score. (See attached drawing). Additionally, IQ{E fleld verified the existing door locadons and their conformance to adting codes. Also, KI~ confirmed that the vestibule doors which swing in automaHcally are, in fact, breakaway doors whicH meet exiting requirements of the ~ code, however, the doors were not actually tested. 'Ihe new door m be added shall indude an illumtn9ted e3dt sign overhead and have hardwaze matctung the existing e3dt door hardwAre. \Jmb cc: Jce Merchak john Traua Martin Colon ~ cnit~ohn Paulson i Planning Interior Destgn i ~ Z/ -C ~7d /S -L *dt%) oF eagan - iHOMASEGAN Mayor PATRICIA AWADA November 29 1993 SHAWN HUNTER + SANDRA A, MASIN THEODORE WACHTER Council Members THOMAS HEDGES City Adminlsfrator FEDERAL LAND CO MR MAR'ITN COLON E. J. VAN OVERBEKE 3470 WASHINGTON DR ary ciark EAGAN MN 55122 RE: OPEN YARD AGREEMENT WALMART/KOHL'S/EAGAN TOWN CENTRE SHOPPING CENTER Deaz Mr. Colon: This letter is written as a follow-up to our conversation of November 26, 1993. It is our understanding that in the very near future a pernvt application will be made far the construction of the Kohl's retail store on Lot .1, Block 1, Town Centre 70 15th Addition. As you can see from the enclosed copies of correspondence, on June 4, 1992 the City accepted in principle the use of the unliauted area provisions under Section 506 of the building code by creating a legal easement which provides for 60 feet of open area around the entire complex of buildings (Wal-Mart, Town Cenue Shoppes, and the proposed anchor store (Kohl's). This was in response to a memorandum from Korsunsky, Krank, Erickson Architecu, Inc. who indicated they would proceed with the projec[ upon the owner's acceptance of our 5ndings. Similarly, on September 3, 1991 the City asked that the required open yards be established around the Wal-Mart store either by moving the building or by executing and recording appropriate cross-easemenu or covenants upon adjacent properties. The response we received indicated that an appropriate cross-agreement would be submitted to the City. However, to date these easements or covenants have not been established. As a consequence, the Wal-Mazt store is cunendy not and the proposed Kohl's store will not be in technical compliance with Section 506 of the building code. MUNICIPAL CENTER THE LONE OAK TREE MAINTENANCE FACILITY 3830 PILOi KNOB ROAD THE SVMBOL OF STRENGTH AND GROWiH IN OUR COMMUNITV 3W1 COACHMAN POINT EAGAN, MINNESOTA 551 22-7 7 EAGAN, MINNESOTA 55122 PHONE:(612)681•4600 PHONE: (612) 681-4300 FAX: (E12) 681-4612 Equal Opportunlty/Ailirmatlve Actlon Employer FAX: (612) 681-4360 TDD:(612)454-8535 iDD:(612)454-8535 Because of the approaclung winter season and in consideration of your completion deadline, the City will issue a permit to construct the footing and foundation for the proposed Kohl's retail store prior to the open yard agreement provided the exiting issue relating to the Wal- Mart store is resolved. Please refer to the copy of our sepazate conespondence on that matter. No permit wili be issued for work beyond the footing and foundation stage until the requisite open yard agreement is executed and recorded with the Dakota County Recorder's Office. Per your request, I have enclosed a copy of the open yazd agreement which We City accepted for the Cliff Lake Center project. Sincerely, Joe Merchak, Construction Analyst Protective Inspections Division Department of Community Development JM/js Enc. September 3, 1991 Eagan code review report on Wal-Mart September 9, 1991 BSW response to report on Wal-Mart May 29, 1992 KKE memorandum on Town Centre proposed anchor June 4, 1992 Eagan response to KKE memorandum November 8, 1988 Cliff Lake Centre agreement November 23, 1993 KKE memorandum on Wal-Mart exiting November 29, 1993 Eagan response to KKE memorandum cc: Doug Reid, Chief Building Off"icial Eagan Building Inspectors Shelli Stevens, Wal-Mart Stores, Inc. Eagan Tower Office Bldg. Ptnrshp. John Trautz, 24th & Hennepin Center Ptnrshp. ~ 7 o VD-MVoFulagan 3630 PILOT KNOB ROAD 7HpMAS EGAN EAGAN, MINNESOTA 55144-1897 MWa DHONE: (614) 454-8700 - - WvID K (vISTnF50N FAX: (614) 454-8363 pµfLA MCCRFq TIM DAWIENf)' TffODORE WACHfER Gaurlpl Memper5 September 3, 1991 u,, ^,S,m~ EUGENE VMl OVERBEKE CAy Ckk PHILLIP BAUM GENERAL SUPERINTENDENT STAHL CONSTRUCTION COMPANY 601 LAKFSHORE PKWY STE 375 MINNETONKA MN 55343 RE: WALMART STORE Dear Mr. Baum: We have completed our review of the plans and specifications submitted in pursuance of obtaining a building permit for the above-referenced project. The construction documents may contain certain de5ciencies which may not be included in this report, but tlus shall not be construed as an approval of such deficiencies nor relieve the responsble parties from complying with any applicable provisions of the Minnesota State Building Code or other state or local codes, laws, or ordinances. 1. Provide recycling space in accordance with Minnesota Rules, part 1350.1775. Please note that such space must also comply with Article 11.201(d) of the Fire Code. 2. Section 302 of the building eode was recently amended to include a provision .'requiring that applicable "Seaion 306 Special Inspections" be specified in the construction documents. Please have the engineer of record complete and return to this department the enclosed "Special Inspection and Testing Schedule" (guidelines for iu use accompany the schedule). Each special inspector must submit a final inspection report to our department before a Certif'icate of Occupanry will be issned •for the building. Also enclosed is a sample "Special Inspector Final Report" which a?ay be used to fulfiU this requirement. 3. Because the code requires the project to be built in conformance with the approved plans and specifications, the structural speci5cations must specify the appropriate A THE LONE OAK TREE...THE SYMBOL OF STRENG7H AND GROWIH IN OUR COMMUNITY Equal OpportunHy/Affirmative Action Employer . Uniform Building Code standards applicahle to the project. Wherever other nationally recognized standazds have been adopted (or amended) by reference in a building code standard, such other standazds, when speci5ed in the construction documenfs, should be cross-referenced to the specific UBC standards. 4. 5ubmit SAC unit determinadon letter from the Meuopolitan Waste Conuol Commission. 5. Per Minnesota Rules 1340.0300 Subpart 6E where doors swing over floor or landings, snch floor or landing shall extend not less than one foot beyond the door on the latch side. Please verify that cabinetry and other 5xtures will not encroach into this area- Room 118 and others. 6. Plans must be submitted to the State of Minnesota, Department of Health and Agriculture, for their review. 7. In order to utilize the unlimited area provisions of UBC 506(b), the buflding must be entirely surrounded and adjoined by public ways or yards not less than 60' in width. Please establish the required open yards by moving the building or by executing and recording appropriate cross-easemenu, or covenants, upon adjacent properties. Sincerely, ~i • ~ Joe Merchak, Construcdon Analyst Protective Inspections JM/js Enc. CC: Doug Reid, Chief Building Official Richard Misehbimer, Wa1Mart Brad L 1.echtenberger, BSW Architects Steve Brown, BSW Architects 1600 SOUTH BUSTON, SU'TE 300 TULSA, OKLAHOMA 741193600 TELEPHONE 918-582-8771 FAx 918-587-3594 September 9, 1991 Mr. Joe MerChak Construction Analyst City of Eagan 3830 Pibt Knob Road Eagan, MN 55122 (612) 454-8100 < ~ K f> ~,,t ~ RE: Wal-Mart Store; Eagan, MN " ~ ? Project No. 21315 ~%.f- B S W Dear Mr. Merchak: , Pursuant to your comments concerning certain code requirements for the above referenced project faxed to us on 9/5/91 (copy attached), we respectfully offer the following in response. ITEM #1: Recycling space will be provided by Wal-MaA after construction • is complete and before the building is occupied. Wal-Mart will be notified, with a copy of this letter, that this reCyCling space shall be in accordance with Minnesota Rules, part 13W.i and Article 11201 (d) of the fire code. 150s.177s ITEM #2: This Special lnspection and Testing Schedule has been forwarded to the Wai-Mart construction manager to be signed and returned to your office. ITEM #3: The structural specificatwns spectty national standards that are recognized by UBC starxiards. As we discussed on the phone, Wallace Engineering (our structural consultants for this project) is currentiy revising our specffications lo cross reference these national standards to UBC standards. ITEM #4: The General Contractor has informed us that they are submitting this SAC unit determination letter. ITEM #5: We have chedced our drawings and verifled Confortnance to Minnesota Rulas 1340.0300 Subpart 6E. Mr. Joe Merchak, Construction Analyst P89e 2 • 9/9/91 ITEM #6: Plans have been submitted to the State of Minnesota, DepaRment of Health and Agriculture for their revlew. Please refer to attached transmittal for conformatan. ITEM #7: We have discussed this issue wkh the Wal-Msrt real estate department and have been assured that this cross-access agreement wilf be submitled to the City of Eagan on 9/9/87. We hope Me above satisfies all outstanding ftems. If not, or ff there are any other questions or concems, please contact me as soon as possible. .r B s w Thank you for your help. Sincerely, looe Gary CroCker, AlAIA C: File Scott Greenawalt, Wal-Mart Richard Misenhimer, Wal-Mart Carl Ownbey, Wal-Mart Ken Basden, Wallace Dale Sonnichsen, Stahl Construction t!AY-29-92 FRI 12:22 BKE ARCHITECTS FA}I N0. 812+342+9287 P.01 KKE ' fanwky Kmnt 6Neln0s - Arc6tucu,1*e. jOp firec Aveaue vorth MIMeopnilf. MN 51I01 612;30-00 , MX }12•9367 MEFtoxarmvM TO: Ctty of Eagan BuUding Inapecxlon Departrnent FROM: Jacic amaal pATFs Maq 29, 1992 S(TB)ECT: 7own Cenur Proposed Anchor projea No. 9401-104401 Per your phone eonaasatlon I am enclosing the aaaehed preltminary slce plan aketch showing the lay-out of the proposed 73,000 square foot snchot Located betaeen the odsdng Town Cennm sbope and the Watlng vVal-Mart We have assumed the foUoaEisg: pec,pancy Group: 8-2 Conswafocf lypr. Type II-N Fire Protectioa: Fully Spflnkled Ducing the courae oE your phone conaetsadon you mrnfloncd that co use the untitnlned area prov[aton utder aectlon 506 of she U.B.G thu s legal casenoent aould aeed w be drafred w maiotain 60'4" of open area around the entire eomplex (i.e• afmllac m Cliff lske Cenae). If you would please revicw the utached sketch and assumptions and Provlde me'arlth a .vrlaen con8rniation ofyour concurrence lt woald be gceatly appredated. I look toraPUd m proceeding wlth th3s project upon the Owrter's aeeeplance of pour 5ndtugs• cc: lton Xranlr 'fom Gerster Archneaun %anniny , IocerWr Dcilen EFS'T044 i*tdN GElMM 'r?taPS` qs, aye S-F .Il Stt..Ner 9fnwc[ r-y IdkUl ~ t 7s,IZ74•~ e N ~ ~ - R Ab 1' werArt 460e4 •F M s , ~~a . . . , V 6K~'jl1N6 ~ Nlh1-• HkK 3~~roo WPhx~. I A . 1 "-------y i 2 PR h ka MAY £ 91992 I . O4,7CoT,,q 7ae.&•w c rmrnF 7c ~ Ez.EVVlr~ Ada N, ~ _ city oF eagan MUNICIPAL CENiER MAINTENANCE FACILRY THOMAS EGAN 3830 711DT KNOB ROAD 9507 COACHMAN POINT Mayor EAGAN, MINNESOTA $5122•1897 EAGAN, MINNESOTA 55122 PHONE: (614) 6811600 PHONE: (612) 681430D PATRICIA AWADA FAX: (612) 681-4612 FAX: (612) 681-4360 PAMELA McCREA TIM PAWIENTY THEODORE WACHiER Couneo MemDBrs June 4, 1992 THOMAS HEDGES • uN ndnlhkstrator . EU6ENE VAN OVERBEKE Ctly Clerk JACK AMDAL KORSUNSKY KRANK ERICKSON 300 FIRST AVE N MINNEAPOLIS MN 55401 RE: TOWN CENTRE PROPOSED ANCHOR Dear Mr. Amdal: Your memorandum of May 29, 1992 concerning the above-referenced project proposes to use the unlimited area provision under Section 506 of the building code by creating a legal easement which provides for 60' of open area around the entire complex of buildings. This is acceptable in principle provided the required elots from all structures can be maintained. Additionally, you may wish to consider providing for some additional degree of protection by providing 5re-rated demising walls between individual properties. Sincerely, i ~ Jce Merchak, Construction Analyst Protective Inspections Division s.. Jmfjs CC: Doug Reid, Chief Building Official THE LONE OAK TREE THE SYMBOL OF STRENGTH AND GRONRH IN OUR COMMUNITY Equal Opporlunlty/AMirmatlve Aefton Employer AGREEMENT (60' YARD) This Agreement is made this '977k day of November, 1988 by RHC Associstes Joint Venture I, a Minnesota genezal partnership, hezefaafter called "RHC", Dayton Hudson CorpptaYton, Et Minnesota ~ corporation, hereinafter callefl "Taxget", and Super Valu Stores, Inc., a Delaware corporation, hereinafter called "Super Valu". RECITALS WHEREAS, RHC is the owner o£ that certain Yract of land desczibed in Exhibit A attached hereto= and WHEREAS, Target is the owneY of that certain tract of land described in Exhibit 8-attached heretoi and WHEREAS, Super Valu is the awner o£ that cextaia traCt of land described in Exhtb3.t C attached hereto: an8 WHEREAS, the real estate flescribed herein lies within the jurisdicYion o£ the CiEy of Eagan heretna£ter called the "City", and WHEREAS, RHC and Tazget and RHC and'Super Valu aish to conatruct separate but connected bulldings, herainaftez called "Primary Su4ldieqs", on the above described real est8te as shown on the Site Plan attached hereto as Exhibit X= and ~ WHEREAS, RHC and Target and Super Valu havs agreed that the proposed Primary Buildings shall be treated as a single unit for the purpose of eatablishing a 60' clear area hereinafter called the "Xard", 3.n compliance with Section 506(b) of the Uniform Building Code, 1985 Edition, hereinafter calle8 "UBC", which has been adopted by the City. TL/E'.d 3~II11331IH021tl 13`J21d1 92:9T 68. S0 63A M NOA1, THEREFORE, in consideration of the prcin;aea and the mutual covenants here}.nafter set forth and for other good and valuable consideration, the teceipt an8 aufficiency of whiah fs hereby acknowleeged, ttxC and Target and Super Valu agree that the real estate described herein shall be helfl, sold and conveyed subject to the following covenanta and restrictions whteh shall run with the land herein described, shall be binflinq on all parties having any ziqht, tftle ox intereet in the land herein described, and upon theiz heirs, succesaors, an8 assigns as owners thereof: 1• RiiC and Target an8 Super Valu aqree that the yard shall adjofn the Primary Buildings as shown cross-hatched on the attached Site Plaa and such space ehall be mainteined free of any building or strueture, and shall be maintainea as a Yard as defined in the USC, provided however,' that this Agreement shall not prevent the Yarfl from beinq used for utility easements, driveNays, sidewalks, curb and gutter, parking, landscaping and similar uses which do not constitate bufldinqs or strvcturee as oontemplated by the USC. 2. This Agreement shall nnt prohibit the expansion of any pf the Primary Buildings so long as the Prtmary Buildings are entiizeiy surrounded attd adjoined by a Yard. , 3. This Agreement shall not be amended, revoked or altered withoue the written consent of the City eadoraed thereon and recorded wfth the County Recorder in and for Dakvta County, it being anderstood however that if the UBC is amended to eli.minate -2- itib'd 32MJ31IHJ2M 13921ki1 92:9i 68, T0 933 w the Yard requirement or if the Primary euildings or their replacements do not require the establishment of a Yard, the City shall consent to Ehe termination of this Agreement i£ all other building, fire, and land use regulatians are satiefied. 4. The City is hereby granted the poWer to enforce ' the requirements of Chis Aqreement ae if it aere a partiy hereto, which power of enforcement sha11 be in a8d£tion to all other legal and eqditable remedies available to the Ci.ty, including the xefusal to iasue building permits for any butldinq or structure whfah would violate the Xard. IN WITNESS WHEREOF, the parties have executed this Aqreement on the date first above written. RHC Associates Joint Venture I By: Ryan Eagan Associates Limited YarYnership, Gdneral Partner By: Ryan Pxoperties, InC. Generel Partner Bys Its Vi e P esid Dayton Hudson Corporation By : ItS: RdwardJ.Bi ' B ra ~ And• i ICS • Wilfiom P.?Fss Ast;sloM Seera/nry ' -3- SSiS'd 321fI1J31IH0Ntl 1358H1 L2:9T 68. S0 933 Super Valu Stores, Tnc. Sy . Qaavd-~W- Itst- STATE OF MINNESOTA) M. COUNTY OF HENNEPIN) The fioregoing instrument was acknowledqed bofore me thfa ! -SAia day o! November, 1988, by W.~ ,Sn, "~\-_P,~ , the Vice Pres3dent of Ryan Properties, Inc., a Minnesota corporation, on behalf of said corpexation, Genera7. Partnez of Ryan Eagan Assoaiates Limited Partnership, a Minnesota limitcd partnership, oa behalf of said partnezship, as General Partner of RHC Assoc3ates Joint Venture I, a Minnesota general paztnexihip, on behalf of said partnership. 8HARRY L.81MON8 ~ ~ troruzrruauc-MnmesorA RAMSEY COUNTY Notary Put'slic My COmmieaton Eaplm Sept 0,1f00 A• STATE OF MINNESOTA) )SS. COUIQTY OF HENNEPIN} y~ The foreqoing instzument was acknowledged before me this day of Novembex, 1968, bycacti. Vt,'%m ~ , Lhe Vice Presidsnt ~ o Dayton Hudson Corporation, a Minnesota aorpvration, on behalf of sald corpnration. rraa~~macwoaw~~i~w Notary Public -4- ST/9'd 38f11D31IHD~N 1396ti1 82:9S 68, L0 93A STATB OF MINNESOTA) , )SS. COUNTX OF HENNEPIN) y~ The fosegoing instrumeat w s ack wleflged befdre me thia ~ day of November, 1988, by the Vice President o Super Valu Stores, a Delaware corporat on on ehalf of said cosporation. otary Pub c ~ Ec SHiRIEY KAY ROHIOR MOIAIY vl1CMMMSOtA pENCOUNIY 0 ~sion exvi••• Av~ii 13, f~0 ' -5- TT//'..J 32lf1031IHOzltl 139W1 82:95 68. 10 83-1 Exgxs=T A . (RHC Tract) ; Lot 2, Block 1, Cliff Lake Centre, according to the recorded plat thereof, Dakata County, Minnesota.~ ~ Sj/8'd j3Jf11031IHONtl 1396Fi1 62:9T 68, T0 H3d ExxigxT s (Target Tract) Lot 3, Slock 1, Cliff Lake Centre accoz8ing to the recorded plat thereof, Dakota County, Minnesota. I jTi6'd 3Nf11:)31IH--)Stl 1392M1 62:9i 68, S0 93A v EXFiIBIT C Lot 1, Slock 1, Cliff Lake Centre, accordi,ng !o the recorded piat thereof, Dakota County, Minnesota. i ; Ztigt•d 321f11:)31IHDlki 1392ltil 0f:9i 68. i0 H3A o~a / , \ , r ( \ . I 4 ' a ~ ~ : tv ~ ~ / / , . J . d . . . ~ ' ~ y ~ II I ~ ~ ~ i , ~s i ° 1:. #QY°KKE MOV 1 6 tnn? Architects, Inc. [:RE Aorsuosky Rnnk Erickson - _ _ _ _ _ 300 First Avenue Nor[h i Minneapolis. AIN 55301 612,'339-+200 FAX 342-9267 MEMORANDUM TO: File FROM: Don Curwick - HICE DA1'E: Novemher 23, 1993 SUBJECT: Meedn with Joe Merchak (City of Eagan)- Building Analysis Kohi's~Wal-Mart Wal-Mart Eadt Doors Project No.: 94-08-1057-01 Due to the addition of the proposed Kohi's Department Store located dtrecdy to the north side of the.Wal-Mart, it was noted that a total of four (4) exit doors Wal-Mart will have to be removed permanently, thereby requiring an exit analysis of Wal-Mart. As a result of this development, Wal-Mart has authorized IQCE Architects to prepare a code analysis pertaining to this exidng tssue. After our analysis, we met with Joe Merchak and reviewed the exiting issue with him, and the following summary was determined: Sales floor area = 98,925 s. fc. Occupant load factor = 30 sy ft~person Number of occupant load = 3,298 (Divide by 50) lineai feet of exlt required = 65.9 ft. Lineal feet of exitp er door = 2•83 h• Total number of 3' wide doors required = 24 doors Total number of existing doors currendy 27 doors providing exiting = Number of exit doors to be elimtnated = 4 The end result determined by tfie City and KKE would be to add one new door which will be located between grids 4 and 5 on the front wall of Wal-Mart and elimtnate the ~ four doors in con8lct with the new Kohl's store. (See attached drawing). Additionallq, RKE field veriRed the existing door locadons and their conformance to odtlng codes. Also, KKE confirmed that the vestibule doors wtilch swing in automaHcally are, in fact, breakaway doors whicH meet eutlng requiremenLS of the r code, however, the doors were not actually tested. ~ The new door tD be added shall tnclude an tlluminated e3dt sign overhead and have hazdware matching the e3dsting exit door hardware. Umb cc: Joe Merchak John Trautz Martin Colon ~chitJohn Paulson j Planning Interior Design i . ' city oF eegcln THOMASEGAN Mayoi PATRICIA AWADA SHAWN HUNTER SANDRA A. MASIN November 29, 1993 THEODORE WACHTER Council Members THOMAS HEDGES Cfly Adminisfrator MR DON CURWICK E. J. VAN OVERBEKE KORSUNSKY, KRANK, ERICKSON ARCI-ITTECTS, INC. arv ciera 300 FIItST AVE N MINNEAPOLIS MN 55401 RE: KOHL'S/WAL-MART EXIT DOORS Deaz W. Clirwick: In reference to your memorandum on the above-referenced subject, one additional item which was mentioned should be noted. That is, an easement for exit purposes for the remaining north wall exits should be obtained from the adjoining property owner. Also, all required exits must be maintained during the construction of the Kohl's store to the north. This will necessitate installing the replacement exit door(s) prior to the removal of the existing ones. SincereIy, ~t YA V_k~ Joe Merchak, Construction Analyst Protective Inspections Division Department of Community Development Enc. Nov. 23 KKE memorandum on Wal-Mart exiting cc: Doug Reid, Chief Building Official Eagan Building Inspectors John Paulson, Korsunsky, Krank, Erickson Architects, Inc. Martin Colon, Federal Land Co. John Trautz, 24th & Hennepin Center Partnrshp. Shelli Stevens, Wal-Mart Stores, Inc. MUNICIPAL CENTER THE LONE OAK TREE MAINTENANCE FAqLITY 3830 PILOT NNOB 20nD THE SYMBOI OF STRENGTH AND GROWTH IN OUR COMMUNRY 3501 COACHMAN POINi EAGAN. MINNESOTA 55127-1897 EAGAN. MINNESOTA 55122 PHONE: (612) 681-4600 PHONE: (612) 681-4300 . FA%: (612) 681-4612 Equai Opportunlty/Aftlrmatlve Action Employer FAX: (612) 681-4360 TDD:(612)454•8535 TDD:(612) 454-8535 CUSTOM DESIGN FIRE PROT.' MAPLE GROVE, MN 55311 612-494-9699 HYDRAULIC DESIGN INFORMATION SHEET NAME KOHLS . DATE 01/31/94 LOCATION 1350 TOWN CENTER DRIVE, EAGAN, MN. BUILDING STORAGE SYS7EM N0. 1 CONTRACTOR FALCON FIRE PROTECTION, INC. CONTRAC7 N0. 9335 CALCULATED BY DOUG CARLSON DRAWING N0. 1 CONSTRUCTION'( )CQMBUSTIBLE (X)NON-COMBUSTIBLE CEILING HEIGHT N/A OCCUPANCY STORAGE S !(X)NFPA 13 ( )I.T.HAZ. ORD.HAZ.GP,( )1(X)2( )3( )EX.HAZ. Y!( )NFPA 231 ONFPA 231C FIGURE CURVE S ! ( )OTHER T!( )SPECIFIC RULING MADE BY DATE E M!AREA OF SPRINKLER OPERATION 3000 SYSTEM TYPF !DENSITY- GPM _2 (X)WET( )DRY( )DELUGE( )PREACTION D!AREA PER SPRINKLER 120 SPRINKLER OR NOZZLE E!HOSE ALLOWANCE GPM-INSIDE O MAKE ,CENTRAL MODEL A 5!HOSE ALLOWANCE GPM-OUTSIDE 250 SIZE '17/32 K-FAC70R 8.2 I!RACK SPRINKLER ALLOWANCE 0 TEMPERATIJRE RATING 165 G ! N ! CAL.CULATION ! GPM REOUIRED 746.97 PSI REQUIRED 51.84 AT BASE OF RISER SUMMARY ! C FACTOR USED: OVERHEAD 120 UNDERGROUND 140 W!WATER FLOW TEST ! pUMP DATA ! TANK OR RESERVOIR A!DATE OF TEST ' ! RATED CAP 0 ! CAP. 0 T!TIME OF TEST ! AT PSI 0 ! ELEV. 0 E! STATIC ( PSZ ) 61 ! EI.EV 0 ! R !RESIDUAL (PSI) 60 ! ! WELL !FLOW (GPM) 3215 ! ! PRbOF FLOW GPM O 5 !ELEVATION ! , ! U P ! P !LOCATION ~ L !SOURCE OF INFORMATION :CITY Y ! !COMMODITY CLASS LOCATION C!STORAGE HT. AREA AISLE WIDTH 0!STORAGE METHOD:SOLID PILED e PALLE7TZED % RACK a M M ! ! ( )SINGLE ROW ( )CONVEN. PALLET ( )AUTO. STORAGE ( )ENCAP. ! R ! ( )DOUBLE ROW ( )SLAVE PALLET ( )SOLID SHELVING ( )NON-ENCAP. 5 ! A ! ( )MULTIPLE ROW ( )OPEN SHEL4ING T ~ C 0! K! FLUE SpACING: CLEARANCE:STORAGE TO CEILING R ! ! LONGITUDINAL TRANSVERSE A G ! ! HORIZONTAL BARRIERS PROVIDED: ' E ! ! UNITS - DIAMETER ( INCH ) LENGTH ( FOOT ) FLOW ( GPM ) PRESSURE ( PSI ) ******~********************~***********=k**************************************** rI r~ LJ -y... E. ca [:~o cm T. c::a ra ************************'CUSTOM DESIGN FIRE pROTECTION .IAB- KOHLS JOB NO 9335 OATE 01/31/94 PAGE 2 **********************************S70RAGE AREA***»~****************************~ HYDRLC. QA DIA. EQUIV. pIPE P7 PT REF. FLOW "C" FITTING FTGS. PE PV NOTES POIN7 Q7, LOSS/F LENGTHS TOT. PF PN -47.37 C=120 12.00 15.43 Q=K*SQR(P): P= 15.43 6 2.227 0.00 0.00 K= 8,200 V= 3.9 -47.37-0.0164 12.00 -0.20 32.00 C=120 12.00 15.23 K= 8.200 p= 15.23 5 2.227 0.00 0.00 VELOCITY = 1.27 -15.37-0.0020 12.00 -0.02 --------------------u-----_____---------------_______--------_________--------- 31.97 C=120 12.00 15.20 K= 8.200 P= 15.20 4 2•227 0.00 0.00 VELOCITY = 1.37 16.60 0.0023 12.00 0.03 - 32.00 C=120 12.00 15.23 K= 8.200 P= 15.23 3 2.227 0.00 0.00 VELOCITY = 4 48.60 0.0172 12.00 0.21 32.22 C-120 22.00 15.44 K= 8.200 P= 15.44^ 2 2.227 2T10.0 20.00 0.00 VELOCITY = 6.65 80.82 0.0440 42.00 1.85 - 0.00 C=120 10.00 17.29 QA= O.OOPT= 17.29 1 3•260 0.00 0.00 VELOCI7Y = 3.11 80.82 0.0068 10.00 0.07 - 83,67 C=120 10.00 17.36 QA= 83.67P7= 17.36 11 3.260 0.00 0.00 VELOCSTY = 6.32 164.49 0.0256 10.00 0.26 155:52 C=120 11.00 17.62 QA= 155.52PT= 17.62 21 3.260 . 0.00 0.00 VELOCITY = 12.3 320.01 0.0878 11.00 0.97 -85.68 C=120 16.00 18.58 QA= -85.68PT= 18.58 32 3.260 0.00 0.00 . VELOCITY = 9 234.33 0.0493 16.00 0.79 -80.13 C=120 16.00 19.37 QA= -80:13PT= 19.37 34 3.260 0.00 0.00 VELOCITY = 5.92 154.20 0.0227 16.00 0.36 - -77.47 C=120 16.00 19.74 QA- -77.47pT= 19.74 36 3.260 0.00 0.00 VELOCITY = 2.95 76.73 0,0062 16.00 0.10 38 76.73 _ 19.84 CS 1 - - 0.00 C=120 136.00 19.84 QA= O.OOPT= 19.84 38 2.227 4T10.0 40.00 0.00 VELOCITY = 6.32 76.73 0.0400 176.00 7.05 CU570M DESIGN FIRE PROTEC7ION JOB- KOHLS JOB NO 9335 DATE 01/31/94 PAGE 3 *********************~*~**********STORAGE AREA***********~*********~************ HYDRLC. QA "C" EQUIV. PIPE PT PT REF. FLOW DIA. FITTING FTGS. PE PV NOTES POINT Q7 LO55/F LENGTHS 70T. PF PN 0,00 C=120 16.00 26.88 QA= 6.00pT= 26.86 39 4.260 0.00 0.00 VELOCITY = 1.73 76.73 0.0017 16,00 0.03 - - - 77.47 C=120 16.00 26.91 QA= 77.47PT= 26.91 37 4.260 0.00 0.00 VELOCITY = 3.47 154.20 O,0061 16.00 0.10 --------------------------_-----------_____________w____------- - 80.13 C=120 16.00 27.01 QA= 80.13PT= 27.01 35 4.260 0.00 0.00 VELOCITY = 5.27 234:33 0.0134 16.00 0.21 -----____w--------------------- - 85.68 C=120 11.00 27_22 QA= 85.68PT= 27.22 33 4.260 0.00 0.00 VELOCSTY = 7.2 320.01 0.0238 11.00 0.26 68.31 C=120 10.00 27.49 QA= 68.31PT= 27,49 31 4.260 0.00 0.00 VELOCITY = 8_74 388.32 0.0341 10.00 0.34 177.35 C=120 10.00 27.83 QA= 177.35PT= 27.83 20 4.260 0.00 0.00 VELOCITY = 12.73 565.67 0.0684 10.00 0.68 - 565.67 28.51 CS 2 10 - -83.67 C=120 22.00 17.36 4A= -83.67PT= 17.36 11 2.227 ' 2T10.0 20.00 0.00 VELOCITY ='6.89 -83.67-0.0469 42.00 -1.97 ----------------------------------------------------------------------T________ 32.16 C=120 12.00 15.39 K= 8.200 P= 15.39 12 2.227 0.00 0.00 VELOCITY = 4.24 -51:51-0:0191 12.00 -0.23 31.93 C=120 12.00 15.16 K= 8.200 P= 15.16 13 2.227 0.00 0.00 VELOCI7Y = 1.61 -19.58-0.0032 12.00 . -0.04 -19.58 15.12 CS 2 14 31.88 C=120 12.00 15.12 K= 8.200 P= 15.12 14 2.227 0.00 0.00 VELOCITY = 1.01 12.30 0.0013 12.00 0.02 31.90 C=120 12.00 15.13 K= 8.200 P= 15.13 1.5 2.227 0.00 0.00 VELOCITY = 3.64 44.20 0.0144 12.00 0.17 CUSTOM DESIGN FIRE PROTECTION JOB- KOHLS 706 NO 9335 DA7E 01/31/94 PAGE 4 **************~*******************STORAGE AREA******************W*************** HYDRLC. OA EQUIV. PIPE PT PT REF. FLOW DIA. FITTING FT65. PE PV NOTES POINT QT LOSS/F LENGTHS T07. PF ° PN _ ' 32.08 C-120 12.00 15.31 K= 8.200 P- 15.31 16 2.227 0.00 0.00 VELOCITY = 6.28 76.28 0.0396 12.00 0.46 32.58 C=120 12.00 15.78 K= 8.200 P= 15.78 17 2.227 0:00 0.00 VELOCITY = 8.96 108.86 0.0764 12.00 0.92 - 33.50 C=120 12.00 16.70 K= 8.200 P= 16.70 1$ 2•227 0.00 0.00 VELOCITY = 11.72 142.36 0.1256 12.00 1.51 - 34.99 C=120 3.1.00 18.21 K= 8.200 P= 18.21 19 2.227 . 2T10.0 20.00 0.00- VELOCITY = 14.6 177.35 0.1886 51.00 9.62 177.35 27.83 CS 3 , 20 -155.52 C=120 22.00 17.62 Q=K*SQR(P): P= 17.62 21 2.227 2T10.0 20.00 0.00 K= 0.000 V= 12.8 -155.52-0.1479 42_00 -6.21 27.69 C=120 12.00 11.40 K= 8.200 P= 11.40 22 2-227 0.00 0.00 VELOCITY = 10.52 -127,83-0.1029 12.00 -1.24 ' 26.15 C=120 12.00 10.17 K= 8.200 P= 10.17 23 2-227 0.00 0.00 VELOCITY = 8.37 -101.68-0.0673 12.00 -0.81 25.04 C=120 12.00 9.36 K= 8.200 P= 9.36 24 2•227 0.00 0.00 VELOCITY = 6.31 -76.59-0.0399 12.00 -0.48 -76.59 8.88 C5 3 25 24.43 C=120 12.00 8:88 K= 8.200 P= 8.88 25 2-227 0.00 0.00 VELOCITY = 4.29 -52.16-0.0196 12.00 -0.24 24.11 C=120 12,00 8.64 K= 8.200 P= 8.64 26 2•227 0.00 0.00 VELOCITY = 2.31 -28.05-0.0062 12.00 -0.07 24.01 C=120 12.00 8.57 K= 8.200 P= 8.57 27 2•22~ 0.00 0.00 VELOCITY =.33 -4.04-0.0001 12.00 0.00 CUSTOM DESIGN FIRE PR07ECTION JOB- KOHLS JOB NO 9335 DATE 01/31/94 PAGE 5 ~*********************************STORAGE AREA********************************W* HYDRLC. QA "C" EQUIV. PIPE PT PT REF. FLOW DIA. FITTING FTGS. PE PV NOTES POINT OT LOSS/F LEN6THS TOT. PF PN 24.00 C=120 12.00 8.57 K= 8.200 P= 8.57 28 2.227 0,00 0.00 VELOCITY = 1.64 19.96 0.0033 12.00 0.04 24.06 C=120 12.00 8.61 K= 8.200 P= 8.61 29 2.227 0.00 0.00 VELOCITY = 3.62 ' 44.02 0.0143 12.00 0.17 - 24.29 C=120 9.00 8.78 K= 8.200 P= 8.78 30 1.104 2T 5.0 10.00 0.00 VELOCITY = 22.89 68.31 0.9845 19.00 18.71 68.31 27.49 CS 4 31 85.67 C=120 136.00 18.58 0=K*SaR(P): P= 18.58 32 2.227 4T10.0 40.00 0.00 K= 0_000 V= 7.05 85.67 0.0490 176.00 8.64 ° - 85.67 27,22 CS 4 33 80.14 C=120 136.00 19.37 Q=K*SQR(P): P= 19.37 34 2.227 4T10.0 40.00 0.00 K= 0.000 V= 6.6 80.14 0.0433 176.00 7.64 80.14 27,01 CS 4 35 - - 77.47 C=120 136.00 19.74 Q=K*SQR(P): P= 19.74 36 2.227 4T10,0 40.00 0.00 K= 0.000 V= 6.38 77.47 0.0407 176.00 7.17 77.47 26.91 CS 4 37 - - 79.58 C=120 12.00 15.43 QA= 79.58PT= 15.43 6 2.227 0.00 0.00 VELOCITY = 6.55 79.58 0.0428 12.00 0.51 32.74 C=120 12.00 15.94 K= 8.200 P= 15.94 7 2.227 0.00 0.00 VELOCITY = 9.25 112.32 0.0810 12.00 0.97 33.72 C=120 12.00 16.91 K= 6.200 P= 16.91 8 2.227 0.00 0.00 VELOCITY = 12.02 146.04 0.1316 12..00 1.58 CUS70M DESIGN FIRE PROTECTION 30B- KOHLS JOB NO 9335 OATE 01/31/94 PAGE 6 *********************************~STORAGE AREA***********************~********** HYDRLC. QA "C" EQUIV. PIPE PT P7 REF. FLOW DIA. FITTING FTGS. PE PV NOTES POZNT QT LOSS/F LENG7H5 TOT. PF PN 35.26 C=120 31.00 18.49 K- 8.200.P= 18.49 9 2.227 2T10.0 20.00 0.00 VELOCI7Y = 14.93 x 181.30 0.1964 51.00 10.02 - 565.67 C=120 2E10.0 35.00 28.51 QA= 565.67P7= 28.51 10 4.260 20.00 0.00 VELOCITY = 16.81 746.97 0.1145 55.00 6.30 - 0.00 C=120 18.00 34.81 QA= O.OOPT= 34.81 RISR 4.260 1720.0 20.00 0.00 VELOCITY = 16.81 746.97 0.1145 38.00 4.35 0.00 C=120 75.00 39.17 QA= O.OOPT= 39.17 BASE 6.357 1T30.0 30.00 8.66 VELOCITY = 7.55 746.97 0.0163 105.00 1.71 PE= FOR HT. OF 20.0 746.97 49.54 CS 5 SPGT - 0.00 C=140 1E18.6 100.00 49.54 QA= O.OOPT= 49.54 SPGT 6.140 1T39.9 58.52 0.00 VELOCITY = 8.09 746.97 0.0145 158.52 2.30 746.97 51.84 CS 6 CITY _ CUSTOM DESIGN FIRE PR07ECTION J08- KOHLS JOB NO 9335 DATE 01/31/94 PA6E 7 **********************~**********FLOW SCHEMA7IC********************************* 746.97 CI7Y)>)>>>SPGT>7>)>>>))>YBASE 746.97 V 746.97 V RISR V 746.97 80.82 16.60 47.37 112.32 181.30 V 1))>>>>>)>2)>>>3)>>)4<[<<5<<<<6<<<<7<<<<8<<(<9(<(<(<<<<<<<<<<<(([10 ~ 48.60 15.37 79.58 146.04 V 80.82 565.67 ~ 83.67 19.58 44.20 108.86 177.35 V 11))))?)))12>))13))>14<<<15<C(16<CC17<<<18<<<19<<<<C((<<(C<C<<(<<20 ~ 51.51 12.30 76.28 142.36 V 164.49 388.32 ~ 155.52 101.68 52.16 4.04 44.02 V 21>>)>>>>>22>>>23>>>24>>>25>>>26>>>27>>>28<<<29<<<30<<<<<<<<(<<<<31 1 127.83 76.59 28.05 19.96 68.31 V 320.01 320.01 ~ 85.67 V 32<<<<<<<<<<C<<<<<<C<<<<<<<C<<<<<<<(<<<<<(<<<<<(<<<<<(<<<<<(<<<<433 ~ V 234.33 234.33 ~ 80.14 V 34<C<<<C<<(<<C<(<<<<(<<<C<<<<<<<<<<<<<<<<<<<<<<S<<<<<<<<<<<<<<<<(35 - - V 154.20 154.20 ~ 77.47 V 36<<<<<<<<<<<C(<<<<<<<<C<<<<<<<<<<<<<<<<(<C<<<<<<<<<<<<<<<<<<C<<<37 I V 76.73 76.73 76.73 V 38<<<<<<<<<<<<<[<<<<<<<<<(<<<<<<<((<<<<<<<(<CC<(<<<<<<<<<<C<(<<<<39 CUSTOM DESIGN FIRE FROTEC7IbN JOB- KOHLS JOB NO 9335 DATE 01/31/94 PAGE 8 *******************.**********WATER SUPPLY SCHEMATIC***************************** - i ~ ! STATIC PRES. ! ! 61.000 PSI ~ ! . i ! . 5 i ! . U i ! . P i ! . P i ! . L ~ ! Y ~ ! C i . U ! . R ! 1 . V ! ! . E ! . PRES. AVAILABLE ! * 60.885 PSI ! ! SAFETY MARGIN " . ! ! 9.045 PSI v . ! ! SYSTEM DEMAND--) * FLOW AVAILABLE ! ! 746.97 GPM / 250 GPM HOSE " . 10644.48 GPM ! ' E ! TOTAL DEMAND ! . ! / V ! 51.$40 PSI AT! . ! R ! 996.97 GPM ! _ ! U ~ C RESIDUAL PRES.-)* ! 60.000 PSI AT . ! D 3215.00 GPM . ! N ~ A i ~ M 23930.73 GPM * ! ~ E AT 20.000 P5I ! i / p : ! 8.660 PSI (ELEVA7ION) ! . i i . i - FLOW ( GPM ) - FLOW SUMMARY SYSTEM FLOW 746.97 GPM OUTSIDE HOSE 250.00 GPM TOTAL. DEMAND 996.97 GPM . ~ CUSTOM DESIGN FIRE PROT. *********~****************************************************rc*****~*********** MAPLE GROVE, MN 55311 612-494-9699 - - HYDRAULIC DESIGN INFORMATION SHEET NAME KOHLS DATE 01/31/94 LOCATION 1350 TOWN CENTER DRIVE, EAGAN, MN. BUILDING RETAIL SPACE SYSTEM NO. 2 CONTRAC70R FALCON FTRE PROTECTION, ]NC. CONTRACT N0. 9335 CALCULATEp BY DOUG CARLSON DRAWING NO. 2 CONSTRUCTION:( )COMBUSTIBLE (X)NON-COMBUSTIBLE CEILING HEIGHT 12 OCCUPANCY RETAIL SPACE 5 ! ( X )NFPA 13 ( )LT.HAZ . ORD .HAZ .GP )1( X )2( )3( )EX.HAZ . Y!( )NFPA 231 ONFPA 231C FIGURE CURVE 5 )OTHER T!( )SPECIFIC RULING MADE BY DATE E M!AREA OF SPRINKLER OPERATION 2000 SYSTEM TYPE !DENSITY- GPM .2 (X)WET( )DF2Y( )DELUGE( )PREAC7ION D!AREA PER SPRINKLER 256 SPRINKLER OR NOZZLE E!HOSE ALLOWANCE GPM-INSIDE 0 MAKE CENTRAL MODEL EL016 5!HOSE ALLOWANCE GPM-OUTSZDE 250 SIZE 17/32 ' K-FACTOR 11.1 I!RACK SPRINKLER ALLOWANCE 0 TEMPERATURE RATING 165 G ! N ! - CALCULATION ! GPM REQUIRED 572,95 PSI REQUIRED 52.45 AT BASE OF RISER SUMMARY ! C FACTOR USED: OVERHEAD 120 UNDERGROUND 140 W!WATER FLOW TEST ! PUMP DATA ! TANK OR RESERVOIR A!DATE OF TEST ! RATED CAP O ! CAP. 0 T!TIME OF TEST ! AT PSI , 0 ! ELEV. 0 E !STATIC (PSI.) 61 ! ELEV O ! R !RESIDUAL (PSI) 60 ! ! WELL !FLOW (GPM) 3215 ! ! PROOF FLOW GPM O S !ELEVA.7ION ! ! U P ! . P !LOCATION ~ L !SOURCE OF INFORMATION :CI7Y Y , !COMMODITY CLASS LOCATION C!STORAGE HT. AREA AISLE WIDTH 0!STORAGE METHOD:SOL-ID pILEO % PALLETIZED e RACK % M M ! ! ( )SINGLE ROW ( )CONVEN. PALLET ( )AUTO. STORAGE ( )ENCAP. R ! ( )DOUBLE ROW ( )SLAVE PALLET ( )SOLID SHELVING ( )NON-ENCAP. S ! A ! ( )MULTIPLE ROW ( )OPEN SHELVING T C 0! K! FLUE SPACING: CLEARANCE=STORAGE TO CEILING R ! ! LONGITUDINAL TRANSVERSE A • G ! ! HORIZONTAL BARRIERS PROVIDED: E ! ! UNITS - DIAMETER (INCH) LENGTH (F00T) FLOW (GPM) PRESSURE (P5I) ************:k*************************************************~***************** .::I_ r-~: r.:_ r` F~ (1) F_ -1'- ~I:: C:::A hA ~ `Y' ~C::'~ P-"R F°' l..o 1- A~ 1 _:;o 1-:: .`..:~i :9: 3 1 *•l CUSTOM DESIGN FIRE PROTEC7TON 706- KOHLS JOB NO 9335 DATE 01/31/94 PAGE 2 **************************************GRID***************************~********** HYDRLC,. QA pIA. EQUIV. PIPE PT PT REF. FLOW "C" FITTING FTGS. PE PV NOTES POINT QT L05S/F LENGTHS TOT. PF PN - 14.26 C`120 16.00 23.10 Q=K*SOR(P): P= 23.1 5 2.154 0.00 0,00 K= 11.100 V= 1.25 14.26 0.0020 16.00 0.03 - 53.38 C=120 2E 5.0 50.00 23.13 K= 11.100 P= 23.13 6 2.154 2T10.0 30.00 0.00 VELOCITY = 5.95 67.64 0.0372 80.00 2.98 - - - 0.00, C=120 16.00 26.11 QA= O.OOP7= 26.11 7 3.260 0.00 0.00 VELOCITY = 2.6 67.64 0.0049 16.00 0.08 93 J 4 C=120 16.00 26.19_ QA= 93.74PT= 26.19 14 3.260 0.00 0.00 VELOCITY = 6.2 161.38 0.0247 16.00 0.40 90.61 C=120 16.00 26.59 QA= 90.61pT= 26.59 20 3.260 0.00 0.00 VELOCITY = 9.68 251.99 0.0564 16.00 0.90 - -36.77 C=120 16.00 27.49 DA= -36.77PT= 27.49 23 3.260 0.00 0.00 VELOCITY = 8.27 215.22 0.0421 16.00 0.67 - -33.13 C=120 16.00 28.17 QA= -33.13P7= 28,17 26 3.260 0.00 0.00 VELOCITY = 7 182.09 0,0309 16.00 0.50 -31.43 C=120 16.00 28.66 QA= -31.43PT= 28,66 29 3.260 0.00 0.00 VELOCITY = 5.79 150.66 0.0218 16.00 0.35 - - - -31.89 C=120 16.00 29.01 QA= -31.89PT= 29.01 32 3.260 0.00 0.00 VELOCITY = 4.56 118.77 0.0140 16.00 0.22 -34.49 C=120 16.00 29.24 AA= -34.49PT= 29.24 35 3.260 0.00 0.00 VELOClTY = 3.24 84.28 0.0074 16.00 0.12 -39.03 C=120 16.00 29.35 0A= -39.03PT= 29.35 38 3.260 0.00 0.00 VELOCITY = 1.74 45.25 0.0023 16.00 0.04 - 45.25 29.39 CS 1 41 0.00 C=120 150.00 29.39 QA= O.OOPT= 29.33 41 2.154 4T10.0 40.00 0.00 VELOCITY = 3.98 45.25 0.0177 190.00 3.37 CUSTOM DESIGN FIRE PROTECTION '"JOB- KOHLS JOB NO 9335 DATE 01/31/94 PAGE 3 **~*********~~************************GRID***************~********************** HYDRLC. QA "C" EQUIV. PSPE PT PT REF. FLOW DIA. FITTING FTGS. PE PV NOTES POINT Q7 LOSS/F LENGTH5 TOT. PF PN G5.25 32.76 CS 2 ' 40 -24.21 C=120 130.00 29.88 QA= -24.21PT= 29.$8 1 2.154 3T10.0 30.00 0.00, VELOCITY = 2.13 -24.21-0.0055 160.00 -0.89 92.68 C=120 2.00 28.99 QA= 92.68PT= 28.99 2 2.154 1T10.0 10.00 0.00 VELOCITY.= 6.03 68.47 0.0381 12.00 0.46 68.47 29.45 CS 3 3 ° -28.23 C=120 130.00 29.89 QA= -28.23PT= 29.89 8 2.154 2T10.0 20.00 0.00 VELOCITY = 2.48 -28.23-0.0074 150.00 -1.11 - 113.12 C=120 2.00 28.78 QA= 113.12PT= 28.78 9 2.154 1T10.0 10.00 0,00 VELOCITY = 7.47 84.89 0,0567 12.00 0:68 _ - 84.89 29.46 C5 4 10 - - -113.12 C=120 60.00 28.78 QA= -113.12PT= 28.78 9 2.154 . 1T10.0 10..00 0.00 VELOCITY = 9.96 -113.12-0.0965 70.00 -6.76 - - - - 52.09 C=120 16.00 22.02 K= 11.100 P= 22.02 52 2.154 0.00 0.00 VELOCITY = 5.37 -61.03-0.0308 16.00 -0.49 - 51.50 C=120 16.00 21.53 K= 11.100 P= 21.53 il 2.154 0.00 0.00 VELOCITY =.84 -9.53-0.0009 16.00 -0.02 - 51.49 C=120 16.00 21.51 K= 11.100 P= 21.51 12 2.154 0.00 0.00 VELOCITY = 3.69 41.96 0.0154 16.00 0.25 - 51.77 C=120 45.00 21.76 K= 11.100 P= 21.76 13 2.154 2T10.0 20.00 0.00 VELOCITY = 8.25 93.73 0.0681 65.00 4.43 93.73 26.19 CS 4 14 ~ CUSTOM DESIGN FIRE PROTECTION JOB- KOHLS JOB NO 9335 OATE 01/31/94 PAGE 4 **************************************GRID************************************** HYDRLC. DA "C" EQUIV. PIPE PT PT REF. FLOW DIA. FITTING FTGS. PE PV NOTES POINT QT LO55/F LENGTHS TOT. PF PN - -27.23 C=120 130.00 29.94 OA= -27.23PT= 29,94 15 2.154 3T10.0 30.00 0.00 VELOCITY = 2.4 -27.23-0.0069 160.00 -1.11 - 115.17 C=120 2.00 28.83 QA= 115.17PT= 28.83 16 2.154 1T10.0 10.00 0.00 VELOCITY = 7.74 87.94 0.0606 12.00 0.73 87_94 29.56 CS 4 17 -115.17 C=120 60.00 28,83 QA= -115.17PT= 28.83 16 2.154 1T10.0 10.00 0.00 VELOCITY = 10.14 -115.17-0.0998 70.00 -6.99 - - - 51.88 C=120 16.00 21.85 K= 11.100 P= 21.85 50 2.154 0.00 0.00 VELOCITY = 5.57 -63.2970.0329 16.00 -0.53 51.26 C=120 12.00 21.32 K= 11.100 P= 21.32 18 2.154 0.00 0.00 VELOCITY = 1.06 -12.03-0.0015 12.00 -0.02 , 51_22 C=120 12.00 21.30 K= 11.100 P= 21.30 19 2.154 0.00 0.00 VELOCITY = 3.45 39.19 0.0135 12.00 0.16 51.43 C=120 60.00 21.46 K= 11.100 P= 21.46 51 2.154 2T1Q.0 20.00 0,00 VELOCITY = 7.98 90.62 0.0640 80.00 5:12 - - 90.62 26.59 CS 5 20 - -12.07 C=120 130.00 30.05 QA= -12.07PT= 30.05 21 2.154 4T10.0 40.00 0.00 VELOCITY = 1.06 -12.07-0.0015 170.00 -0.26 - - -24_71 C=120 150.00 29.79 QA= -24.71PT= 29.79 22 2.154 4710.0 40.00 0.00 VELOCITY = 3.24 -36.78-0.0120 190.00 -2.30 -36 JS 27.49 CS 5 23 - -8.26 C=120 130,00 30.19 QA= -8.26PT= 30.19 24 2.154 4T10.0 40.00 0.00 VELOCITY =.73 -8:26-0.0007 170.00 -0.13 CUSTOM DESIGN FIRE PROTECTION JOB- KOHI_S JOB NO 9335 DATE 01/31/94'~AGE 5 ***~**********************~***********GRID************************************** HYDRLC. QA C° EQUIV. PIPE PT PT REF. FLOW DIA. FITTING FTGS. PE PV NOTES F'OINT QT LOSS/F LENGTHS TOT. PF PN '8-26 30.06 CS 5 25 - 3.55 C=120 130.00 30.35 QA= 3.55PT= 30.35 27 2.154 4T10.0 40.00 0.00 VELOCITY =.31 3.55 0.0001 170.00 0.03 3.55 30.38 CS 5 28 12.27 C=120 130.00 30.50 OA= 12.27PT= 30.50 30 2.154 4T10.0 40.00 0.00 VELOCITY = 1:08 12.27 0.0015 170.00 0..'27 ~ 12•27 30.77 CS 6 31 19.75 C=120 130.00 30.62 QA= 19.75PT= 30.62 33 2.154. 4T10.0 40.00 0.00 VELOCiTY = 1.74 19.75 0.0038 170.00 0.65 - - - 19.75 31.27 CS 6 34 = - - 27.77 C=120 130.00 30.70 QA= 27.77PT= 30.70 36 2.154 4T10.0 40.00 0.00 VELOCITY = 2.44 27.77 0.0071 170.00 1.22 27.77 31.92 CS 6 37 - - 36.69 C=120 130.00 30.72 eA= 36.64PT= 30.72 39 2.154 4T10.0 40.00 0.00 VELOCITY = 3.22 36.64 0.0119 170.00 2.04 ---------------r------------------------------------------ - 36.64 32.76 CS 6 40 - - -33.13 C=120 150.00 30.06 QA= -33.13PT= 30.06 25 2.154 4T10.0 40.00 0.00 VELOCITY = 2.92 -33.13-0.0099 190.00 -1.89 -33.13 28.17 CS 6 26 CUSTOM DESZGN FIRE PROTECTION JOB- kOHLS ~ JOB NO 9335 DATE 01/31/94 PAGE 6 **~***********************m***********GRID********~*************~******~******~* HYDRLC. QA "C" EQUIV. ^ pIPE PT' A PT REF. FLOW DIA. FITTING FTGS. PE PV NOTES POINT QT LOSS/F LENGTHS 70T. FF PN -31.43 C=120 150.00 30.38 QA 31.43PT 30.38 28 2.154 4T10.0 40.00 0:00 VELOCITY = 2.77 -31.43-0.0090 190.00 -1.72 - - -31.43 28.66 C5 6 29 -31.89 C=120 150.00 30.77 QA= -31.89PT= 30.77 31 . 2.154 4T10.0 40.00 0.00 VELOCITY = 2.81 -31.89-0.0092 190.00 -1.76 - -31.89 29:01 CS 7 ' 32 - -34.49 C=120 150.00 31.27 QA= -34.49PT= 31.27 34 2.154 4T10.0 40.00 0.00 VELOCITY = 3.04 -34.49-0.0107 190.00 -2.04 -34.49 29.24 CS 7 35 -39.03 C=120 150.00 31.92 4A= -39.03PT= 31.92 37 2.154 4T10.0 40.00 0.00 VELOCITY = 3.43 -39,03-0.0134 190.00 -2.56 -39.03 29,35 CS 7 38 - 24.21 C=120 16.00 29.88 QA= 24.21PT= 29.88 1 3.260 0.00 0.00 VELOCITY =.93 24.21 0.0007 16.00 0.01 28.23 C=120 16.00 29.89 QA= 28.23PT= 29.89 8 3.260 0.00 0.00 VELOCITY = 2.01 52.44 0,0030 16.00 0.05 ° - 27.22 C=120 16.00 29.94 QA= 27.22PT= 29.94 15 3.260 0.00 0.00 VELOCITY = 3.06 79.66 0.0067 16.00 0.11 12.08 C=120 16.00 30.05 QA= 12.08PT= 30.05 21 3.260 0.00 0.00 VELOCI7Y = 3.52 91.74 0.0087 16.00 0.14 - 8.25 C=120 16.00 30.19 QA= 8.25PT= 30.19 24 3.260 0.00 0.00 VELOCITY = 3.84 99.99 0.0102 16.00 0.16 - CUSTOM DESIGN FIRE PROTECTION JOB- KOHLS JOB NO 9335 DATE 01/31/94 PAGE 7 *********~****************************GRID******************~******************* HYDRLC. QA C" EQUIV. PIPE PT PT REF. FLOW DIA. FITTING FTGS. PE PV NQTES POINT QT LOSS/F LENGTHS TOT. PF PN -3.55 C=120 16.00 30.35 OA= -3.55PT_ 30.35 27 3.260 0.00 0,00 VELOCITY = 3.71 96.44 0.0095 16.00 0.15 - -12.27 C=120 16.00 30.50 QA= -12.27PT= 30.50 30 3.260 0:00 0.00 VELOCITY = 3.23 84.17 0.0074 16.00 0.12 -19.75 C=120 16.00 30.62 DA= -19.75PT= 30.62 33 3.260 0.00 0.00 VELOCITY = 2.48 64.42 0.0045 16.00 0.07 -27.78 C=120 16.00 30.70 QA= -27.78PT= 30.70 36 3.260 0.00 0.00 VELOCITY = 1.41 36.64 0.0015 16.00 0.03 36.64 30.72 CS 8 39 39.08 C=120 16.00 23.10 QA= 39.08PT= 23.10 5 2.154 0.00 0.00 VELOCITY = 3.44 39.68 0.0135 16.00 0.22 53.60 C=120 75.00 23.31 K= 11.100 P= 23.31 4 2.154 1T10.0 10.00 0.00 VELOCITY = 8.16 92.68 0.0667 85.00 5.68 92.68 28.99 CS 9 2 68.47 C=120 12.00 29.45 QA= 68.47PT= 29.45 3 4.260 0.00 0.00 VELOCITY = 1.54 68.47 0.0013 12.00 0.02 84.89 C=120 16.00 29.46 QA= 84.89PT= 29.46 10 4.260 0.00 0.00 VELOCITY = 3.45 153.36 0.0061 16.00 0.10 87.94 C=120 16.00 29.56 9A= 87.94PT= 29.56 17 4.260 0.00 0.00 VELOCITY = 5.43 241.30 0.0141 16.00 0.23 24.71 C=120 16.00 29.79 QA= 24.71PT= 29.79 22 4.260 0.00 0.00 VELOCITY = 5.99 266.01 0.0169 16.00 0.27 24.87 C=120 16.00 30.06 QA= 24.87PT= 30.06 25 4.260 0.00 0.00 VELOCITY = 6,54 290.88 0.0200 16.00 0.32 CUSTOM DESIGN FIRE PROTECTION JOB- KOHLS JOB NO 9335 DATE 01/31/94 PAGE 8 ~*************************************GRID************************************** HYDRLC. QA EQUIV. PIPE PT PT REF. FLOW DIA. FITTIMG FTGS. PE PV NOTES ***W* POINT QT LOSS/F LENGTHS TOT. PF PN - - 34.98 C`120 16.00 30.38 QA- 34.98PT_ 30.38 28 4.260 0.00 0.00 VELOCITY = 7.33 ~ 325.86 0.0246 16.00 0.40 -----------------------------------------------------------------r------------- 44.16 C=120 16.00 30.77 QA= 44.16PT= 30.77 31 4.260 0.00 0.00 VELOCITY = 8.33 370.02 0.0312 16.00 0.50 54.24 C=120 16.00 31.27 QA= 54,.24PT= 31.27 34 4.260 0.00 0.00 VELOCITY = 9.55 424:26 0.0402 16.00 0.64 - 66.80 C=120 16.00 31.92 QA= 66.SOPT= 31.92 37 4.260 0.00 0.00 VELOCITY = 11.05 491.06 0.0527 16.00 0.84 81.90 C=120 2E10.0 120.00 32.76 QA= 81.90PT= 32.76 40 4.260 20.00 0.00 VELOCITY = 12.89 572.96 0.0701 140,00 9.82 0.00 C=120 30.00 42.58 QA= O.OOPT= 42.58 42 6.357 4730.0 120.00 0.00 VELOCITY = 5.79 572.96 0.0099 150.00 1.50 - 572.96 44.08 CS 10 43 0.00 C=120 12.00 44.08 QA- O.OOPT- 44.08 43 6.357 ' 1T30.0 30.00 0.00 VELOCITY = 5.79 572.96 0.0099 42.00 0.42 0.00 C=120 75.00 44.50 QA= O.OOPT= 44.50 BASE 6.357 2T30.0 60.00 5.20 VELOCITY = 5.79 572.96 0.0099 135.00 1.35 PE= FOR HT. OF 12.0 572.96 51.04 CS 11 SPGT 0-00 C=140 1E18.6 100.00 51.04 QA= O.OOP7= 51.04 SPGT - 6.140 1T39.9 58.52 0.00 VELOCITY = 6.21 572.96 0.0088 158.52 1.41 - 572.96 52.45 CS 12 CITY CUSTOM DESIGN FIRE PROTECTION JOB- KOHLS JOB NO 9335 DATE 01/31/94 PAGE 9 *********************************FLOW SCHEMATIC********************************* 24.21 68.47 39.08 67.64 1>>>>>>>>>2<<<<3>>)>2>))>>>)>>)>)>)4)>)>5C<<<6(<<<(<(<<<<C<<<C<<<<<<C<7 ~ 68.47 - 92.68 14.26 24.21. 68.47 67.64 ~ 28.23 -84.89 61.03, 41.96 8)>>>>>>>>9<(C(10>>)9)>>)>>>>>52>>)lf)))12<(<13(<<<C<<(<<<<<(((<<(<C<(14 ~ 84.89 - 113.12 9.53 93.73 ~ 52.44 153.36 161.38 ~ 27.23 -87.94 63.29 39.19 15)>))>>)>16<<<17))>lb)>>>>>>)50>>>18)>)19<(<51<<<<<<<(CC<<<(<<<<C((<(20 ~ 67.94 - 115.17 12.03 90.62 79.66 241.30 251.99 ~ 12.07 ~ 21>>>>>>)>>>>))22>>>>>>>)>>)>>>>)>>)))))>>>>>>>>>>>>>>))))))>>>>>>>>>)23 36.78 ~ 91.74 266.01 215.22 ~ 8.26 ~ 2A>>>>)>>>))>>)25>>>>?>>>>)>>>>>)>>))))))>>))>>)>>>>>>)))>))>>>>>>))>)26 33.13 ~ 99.99 290.88 182.09 ~ 3.55 ~ 27<<<<<<<<(<C<<28>)))>>>>>>>>>>>))>)>>>)>)>>>>>>>>>>>>>>>>>)>>)>>)>>)>29 31.43 ~ 96.44 325.86 150.66 ~ 12.27 ~ 30<<<(<<<<<<<<<31)>)>>>>>>>>)>>>>>)>>)>>>>>>>>>>>>>>>>>>>)))>>>>>>>)>>32 31.89 ~ 84.17 370.02 118.77 ~ 19.75 ~ 33<<<<<<<<<<<(<34>>>>>>>>>)>>>))>>>)>>>>)>>>>))))))>>>>>>>>>))>>>))>>)35 34.49 ~ 64.42 424.26 84.29 ~ 27.77 ~ 36<<<<<<<<<<<<<37>)))>)))>>))>>>)>)>>)>>>))>>))>>>)>>>>>>>))>>>>>)>)>>38 39.03 ~ 36.64 491.06 45.25 ~ 36.64 ~ 39<<<<C<<<<<C<<40>>>)>)>)7>>>>>>>)>))>)>>)>>)))>)>)>>>>>>>)>>)>>>))>>>41 45.25 ~ 572.96 42 572.96 43 572.96 - 572.96 BASE<((<C<SPGT<<<<<<CITY 572.96 ***k******************** CUSTOM DESIGN FIRE PROTECTION JOB- KOHLS JOB NO 9335 DATE 01/31/94 PAGE 10 *****************************WATER SUPPLY SCHEMATIC***************************** - - - i i ! STATIC PRES. ! ! 61,000 PSI ! i g ~ i , U i i p i i p . i i , L ~ ! . Y ! : i . c i i . U , i R ! ! . V ! E ! ! . PRES. AVAILABLE ! ~ * 60.919 PSI ! ! SAFETY MARGIN ~ . ! ! 8.469 PSI v . ! SYSTEM DEMAND--> * FLOW AVAILABLE ! ! 572.95 GPM / 250 GPM HOSE ~ . 10255.25 GPM ! i ~ - ' E ! T07AL DEMAND ! . ! V ! 52.450 PSI AT! . ! R ! 822.95 GPM ! ! U C RE5IRUAL PRES.->* ! 60.000 PSI AT . ! D 3215.00 GPM . ! N . ! i ~ q M 23930.73 GPM * ! ! ! E AT 20.000 PSI ! ! / D ! ! *C-- 5.200 PSI (ELEVATION) ! i , i ~ . . i ~ - - FLOW ( GPM ) FLOW SUMMARY SYSTEM FLOW 572.95 GPM OUTSIDE HOSE 250.00 GPM TOTAL DEMAND 822.95 GPM ~ • - . 0 . ~r,ac ~ x GBm20 iLarge Orifice Extended Coverage Light Flazard Recessed Pendent and Pendent Glass Bulb Automatic Sprinkler f~<t ri Manufactured by: Central Spdnkler Company , ~ z, ~8t~•~ 451 North Cannon Avenue. Lansdale. Pennsvlvania 19446 Product Technical Z ~ Description Data The Central Model GB-20 Large Model: GB-20 Orifice Recessed Pendent and Style: Recessed Pendent and Pendent Automatic S rinkler is a low Pendent cost, aesthetically pleasing unit, Escutcheon: Model ELO Recessed specifically designed for Extended (2-piece) ~`r°~: Coverage/LightHazardapplications per NFPA 13 1991 Standards. Note: Only tbe Model ELO Recessed The Model GB-20 Sprinkler incor- (2-Piece) Escutcheon may be used. porates a specially designed deflector Substitu(ion oi other recessed escutcheons may impafr the operating ihat provides a much greater area of sensitiviry and distrlbution pattem. caveragethanmostcommercial ;EXte~Y~e~~ k ~e- sprinklers. A 2-piece recessed escutcheon assembly that provides Wrenc h: Com bina tion Wrenc h or GB-20 Wrench Coverage for 3e° of field adjustment is available. Orifice Size: "/az" 7^* *A if+ The Model GB-20 has a nominal K K-Factor: 7.8 factor of 7.8, a maximum temperature oF/93aC, and a maximum ThYead Size: /e" N.P.T. rating of 200 3 Tem eratureRatin 155°F/68°C ?Hazard ~wrm working pressure of 175 psi. P 9~ 0FF/79°C 4 F,~ ~,A -~r~~ a The Model GB-20 is available in 175 r* #Tr~=Y three standard finishes, brass, 200 F/93°C x~ecessed chrome plated and white painted. Its Approvals: U.L.`, U.LC., mating escutcheon plate is available M.E.A. 312-92-E in three standard finishes, Brass Maximum Working Pressure: 175 psi r,~indent~~ r, plated, chrome plated and white Factory Hydro Test: 100%at 500 psi ' painted with additional special Standard Finishes: painted finishes available. ~Pendent~ Sprinkler: brass, chrome plated, Operation: The glass bulb capsule White painted ~Spr~ kle ; 4 F Escutcheon: brass plated, chrome operating mechanism contains a heat-sensitive liquid that expands plated, white painted upon application of heat. At the rated Length: 21/6" temperature, the frangible capsule Width: 1"/,s" ruptures, thereby releasing the orifice Weight: 3.2 oz. seal. The sprinkler then discharges Patent: Pending waterin a pre-designed spray pattern to control or extinguish the fire. ' Pendent sprinkler is listed for unobstructed construction per NFPA 13, 1991 edition. For specific listing requirements, see the appropriate iMortnatlon conteined in this brochure. Installation Diagram - GB-20 Recessed Pendent - ~ \ 21/4'MBx.DIe. ~ . ~ 2' Min. Dia. 1' v~4' He4ucMg / Cou Iin FaceotRedudeg Cou lin 8u rtCUp ~ ~ 117 ~ av.'... ra I Face ol CNlinp i i I ~ I I I I 1 I I 1 ~ I~ 1 11l18'ple.~ Installation Diagram - GB-20 Pendent GB-20 Wrench (forpendenrand recessed peniient sprinklers) V t~ ~ ~ 1 3/4' ~ 2 ,,ifi• i ~ i i Combination Wrench (for ~ ; ~ ~1e' endent s rinklers ~G 1 11/16"Oia- m n~. c°tr e s 4 ~:~~`~'~,y~ry~'c~ :k'~,~.~A~~•*i~ ~ . _ ~ 9' Z n~=YU Step 5. To install the escutcheon {~7~~ plate, align it with and press it over Data the sprinkler body until the outer edge • ' of the escutcheon meets the mounting surface. Design Requirements - Extended Coverage Applications CA11T10N: Do not wrench or turn Coverage Area Minimum Flow Minimum Pressure the deflector, as this action may (1t. x ft) (gpm) (psr) damage the sprinkler and cause it to leak under pressure. ts x ts 26 111 Special care must be taken when 18 x 18 33 17.9 instaliing with a CPVC system. 20 x 20 40 26.3 Sprinklers must be installed after the . The Model GB-20 Pendent and Recessed Penden! Sprinklers are CPVC manufacturel's recommended UL. Listed for Extended Coverage applications in L7ght Hazard Occupancies only. setting time for the primer and cement to ensure that neither accumulate within the sprinkler. Installation Sequence Special care must be taken when 13 Installation insTalling with a coppersystem. Step 1. The unit must be installed in Sprinklers must be installed only after the pendent position. the inside of the sprinkler drop and associated fittings have been wire All Central Model GB-20 Recessed Step 2. The face of the sprinkler brushed to remove any flux. Residual Pendent and Pendent Automatic fitting should be installed a nominal flux can cause corrosion and in Sprinklers must be installed accord- B/~c" (t 3/,6") behind the ceiling line as extreme cases can impair proper ing to current NFPA 13 Standards shown in the installation diagram on sprinkler operation. and these installation instructions. page two. Adjustments may be made Deviations from these requirements via the push-on escutcheon plate to . and standards or any alteration to the comPensate for variations in the 11 Care & sprinkler itself will void any warranty fitting. made by Central Sprinkler Company. Main~nanv+e In addition, installation must also Do not use the push-on escutcheon meet local government provisions, plate to hold the unit in position. The codes, and standards as applicable. sprinkier will function properly only Sprinklers musi be handled care- The system piping must be properly When the system piping is anchored fully. They must not be transported or sized to ensure ihe minimum required to the building structure. Othernrise stored where ambient temperature flow rate at the sprinkier. Check for reaction forces from system initiation may exceed 100°F/38°C. For best the proper model, style, orifice size, could alter the sprinkler alignment results, store them in a dry, cool and temperature rating prior to and disrupt the pattern. location in the original shipping installation. Install sprinklers after the package. piping is in place to avoid mechanical Step 3. Use only a non-hardening Do not install sprinklers that have damage; replace any damaged units. PiPe joint compound or Teflon` tape. been dropped or visibly damaged. Wet pipe systems must be Apply only to the male threads. Sprinklers shouVd never be painted, protected from freezing. Refer to the coated, plated, or altered in any other Installation section of Central Step 4. Hand tighten the sprinkler way from manufactured condition or Bulletins on the Model A-1 Dry into the titting. Use a Central they may not funciion properly. Any Pendent Sprinklers for use in dry pipe Combination Sprinkler Wrench for sprinklers altered in such a manner sprinkler installations. pendent sprinklers and a GB-20 must be replaced. Upon completion of the installation, Wrench for pendent or recessed The owner is responsible for the the system must 6e tested per pendent styles to tighten the unit into proper operating condition of alt fire recognized standards. the fitting. A leak-tight joint requires protection devices and accessories. In the event of a thread leak, only 7 to 14 ft.-Ibs. of torque; a The NFPA standard 25 entitled, remove the unit, apply new pipe joint tangential force of 14 to 28 Ibs. "Ynspection, Testing and Maintenance compound or tape, and reinstall. delivered through a 6" handle will of Water-Based Fire Protection . deliver adequate torque: Torque Systems", contains guidelines and levels over 21 ft.-Ibs. may distort the minimum maintenance requirements. orifice seal, resulting in leakage. . Furthermore, the locai Authority Havrng Jurisdictron may have addi- 'Teflon is a trademark of the DuPOnt Corp. 3 ftonal regulations and requirements To remove the system from service Ordering for maintenance, testing, and inspec- mode, first refer to the system tion that must be obeyed. operating guide and valve instruc- 'nformation It is advisable to have sprinkler tions. Drain water and relieve the systems inspected regularly by a pressure in the system piping. quatified inspection service. l.ength of Remove the existing unit and install time between such inspections can the replacement, using only the Ordering Information: When vary due to accessibility, ambient special sprinkler wrench. Be certain placing an order, indicate the iull atmosphere, water supply, and site to match model, style, orifice, and product name. Please specify the activity. temperature rating, quantity, model, style, orifice size, Do not attempt to re-assemble or A fire protection system that has temperature rating, type of finish or otherwise reuse a sprinkler that has been shut off after an activation coating, and sprinkler wrench. operated. Replace any sprinkler should be returned to service immedi- exhibiting corrosion or damage; ately. Inspect the entire system for Availabllity and Service: Central aiways use new sprinkiers of the damage and replace or repair as sprinklers, valves, accessories, and same type and temperature rating as necessary. Sprinklers that did not other products are available through- replacements. operate but were subjected to corro- out the U.S. and Canada, and Because the discharge pattern is sive elements of combustion or internationally, through a neiwork of critical to protection ot life and excessive temperatures should be Central Sprinkler distribution centers. property, nothing should be hung or inspected, and replaced if need be. You may write directly to Central attached to the sprinkles unit that The Auihority Having Jurisdiction will Sprinkler Company, or call (215) 362- would disrupt the pattern. Such detail minimum replacement require- 0700 tor the distributor nearest you. obstructions must be removed. In the ments and regulations. event that cpnstruction has altered Conversion Table; the original configuration, additional Guarantee: Central Sprinkler 1 inch = 25.400 mm sprinklers shoUld be installed to Company will repair and/or repface 1 foot = 0.3046 M maintain the protection level. any products found to be defective in 1 pound = 0.4536 kg Do not attempt to replace sprinklers material or workmanship within a 1 toot pound = 1.36 Nm without first removing the Tire protec- period ot one year from the date of 1 psi = 6.895 kpa tion system from service. Be certain shipment. Please refer to the current = 0:0689 bar to secure permission from all Authori- Price List for further details of the = 0.0703 kglcm= tres Having Jurisdiction, and notify all warranty. t U.S. gallon = 3.785 dm3 personnel who may be affected = 3.785 liters during system shutdown. A fire ~ watch during maintenance periods is Conversions are approximate. a recommended precaution. CENTRAL ~ Central Sprinkler Company 451 Norih Cannon Avenue, Lansdale, PA 19446 01992 Central Sprinkler Company Phone (215) 362-0700 Printed in U.S.A. FAX (215) 362-5385 GB-20.1 . d ~9 ~ M i 1 • . . , q y ~ ~r. Sprminkler GB < Upright or Pendent ; Glass Bulb Automatic Sprinkler P14 Manufactured by: Central Sprinkler Company 451 North Cannon Avenue, Lansdale, Pennsylvania 19446 I'tProduct Techn• ~cal Description Data The Central Model GB Upright and Model: GB VPendent Automatic Sprinklers Style: Upright or Pendent embrace the ultimate in advanced O, ,~design teatures. They incorporate the Orifice Size: 1/2" 'latest in heat-responsive, glass bulb K Factor. 5.6 4technology, which results in a much smaller more attractive sprinkler than Thread Size: 1/2" N.P.T. 2 those manufactured with a more Temperature Rafing & Gfass Bulb Color. traditional design approach. The 135°F/57°C Oran9e operating mechanism consists of a 155°F/68°C Red liquid-filled 5 mm diameter irangible 175°F/79°C Yellow capsule that is only 1.5 cm in length. 200°F/93°C Green The Model GB Automatic Sprinklers 286°F/141°C Blue are intended for installation in 360°F/182°C Purple (360° not accordance with current NFPA 13 ~ ~Standards. They are available in 1/2" F.M. Approved) 4V Approvals: UL; U.LC, F.M. _ _ " ~u" •-:k~ ~ va=~ ' x° ° ` r~e~~~f° orifice size and a variety of ~,`a~~,.~ temperatureratings,finishesand Meets: MIL-STD-910C, MIL-STD -167-1, ~p.ir~n-ler~~, ~.decorative coatings. and MIL-STD-810-C shock, L vibration, and salt fog tests for Di' Operation: The glass bulb capsule maritime applications. z~•~~~` ~ r operating mechanism contains a heat- Maximum Working Pressure: 175 p.s.i. sensitive liquid that expands upon application of heat. At the rated Factory Hydro Test: 100% at 500 p.s,i. temperature, the frangible capsule Standard Finishes: brass or chrome ruptures thereby releasing the orifice plated seal. The sprinkler then discharges water in a pre-designed spray pattern Standard Coatings (NOt F.M. Approved): to control or extinguish the fire. white painted and black painted Length: 1 1/4" (plus thread) Width: 1" (lrame arms) Weight: 1.95 oz. - - For specitlc lisling requiremenls, see the appropriale information contained in Ihis brochure. t Quarter Section Model GB Upright Sprinkler Model GB 1/2 Upright (Chrome Plated) ? ~ t 4?R! ~y~ 7f I Fh 1 1/4° c IF. 1 Quarter Section Model GB Pendent Sprinkler ~ Model GB 1/2 Pendent (White Pamted) 3l4" t ~ W. ; cyg~ ,f"+~"+ia.,.,~ ~ 11/4" ~ d 2 Design Caution: Special care must be taken when installing pendent sprinklers ? Data With a CPVC system. Sprinklers • must Be installed after the CPVC manufacturer's recommended setting Design Requirements - Standard Applications time for the primer and cement to ensure that neither accumulate within The Model GB Upright and Pendent Automatic Sprinklers are intended for area the sprinkler. covera es and flow and ressure re uirements as s Special care must be taken when g p q peafied in current NFPA 13 installing with a copper system. Standards. Sprinklers must be installed only after the inside of the sprinkler nipple and Installation Step3. Handtightenthesprinkler associated fittin9s have been wire into the fitting. For upright sprinklers, brushed to remove any flux. Residual use a Central Sprinkler Combination flux can cause corrosion antl in Wrench, and for pendent sprinklers extreme cases can impair proper use a Central Sprinkler Universal sprinkler operation. All Central Model GB Upright and Wrench, to tighten the unit into the Pendent Automatic Sprinkters must fitting. A leak-tighi joint requires only be installed according to current 7 to 14 ft.-Ibs. of torque; a tangential Care & NFPA 13 Standards. Deviations from force of 14 to 28 Ibs. delivered thesg requirements and standards or through a 6" handle will deliver Maintenance any alteration to the sprinkler itself adequate torque. Torque levels over will void any warranty made by 21 ft.-Ibs. may distort the orifice seal, Central Sprinkier Company. In resulting in leakage. Sprinklers must he handled addilion, installation must also meet carefully. They must not be Ioca1 government provisions, codes, transported or stored where ambient and Standards as applicable. Combination Wrench temperature may exceed 100°F/38°C. The system piping must be properly For best results, store them in a dry, sized to insure the minimum required cool location in the original shipping • flow rate at the sprinkier. Check for package, the proper model, style, orifice size, Do not install sprinklers that have and temperature rating prior to been dropped or visibly damaged. installation. Install sprinklers after the Sprinklers must never be painted, piping is in place to avoid mechanical coated, plated, or altered in any other damage; repiace any damaged units. ~ way from manufactured condition or Wet pipe systems must be protepted they may not function properly. Any from freezing. sprinklers altered in such manner Upon completion of the installation, must be replaced. the system must be tested per = The owner is responsible for the recognized standards. t p ~ proper operating condition of all fire In the event oi a thread leak, protection devices and accessories. remove the unit, apply new pipe joint The NFPA Standard 25 entitied, compound or tape, and reinstali. "Inspection, Testing and Maintenance of Water-Based Fire Protection Installation Sequence Universal Wrench Systems", contains guidelines and a+~~'^"~~;,fi~ ";t~5r~t'=~5 minimum maintenance requirements. Step t. The unit must-be installed in Furthermore, the local Authority the upright position for upright style Having Jurisdiction may have sprinklers, and in the pendent additional regulations and position for pendent style sprinklers. requirements for maintenance, testing, and inspection that must be Step 2. Use only a non-hardening obeyed. pipe joint compound or Teflon" tape. It is recommended that sprinkler Apply to the maie threads only. systems be inspected regufarly by a qualified inspection service. Length such inspections can vary due to accessibility, ambient atmosphere, water supply, and site '7ellon is a vademark of Ihe DuPOnt Corp, 8ClIVltY. 3 Oo not attempt to re-assemble or should be retumed to service Ordering otherwise reuse a sprinkler that has immediately. Inspect the entire operated. Replace any sprinkler system for damage and replace or Information exhibiting corrosion or damage; repair as necessary. Sprinklers that always use new sprinklers of the did not operate but were suhjected to same type and temperature rating as corrosive elements of combustion or Ordering Information: When replacements. excessive temperatures should be placing an order, indicate the full Because the discharge pattern is inspected, and replaced if need be. product name. Please specify the critical to protection of life and The Authority fiaving Jurisdiction will quantity, model, style, orifice size, property, nothing should be hung or detail minimum replacement temperature rating, type of finish or attached to the sprinkler unit that requirements and regulations. coating, and sprinkler wrench. would disrupt the pattern. Such i obstructions must be removed. In the Guarantee: Central Sprinkler pvailahility and Service: Central event that construction has altered Company will repair and/or replace sprinklers, valves, accessories, and the original configuration, additional any products found to be defective in other pTOducts are available sprinklers must be installed to material or workmanship within a throughout ihe U.S. and Canada, and ' maintain the protection level. period of one year from the date of internationally, through a network of Do not attempt to replace sprinklers shipment. Please refer to the current Central Sprinkler distribution centers, without first removing the fire Price List for further details of the you may write directly to Central protection system from service. Be warranty. certain to secure permission from all Sprinkler Company, or call (215) 362- Authorities Having Jurisdretion, and 0700 for the distributor nearest you. notify all personnel who may be Patents: Patents are pending. affected during system shutdown. A fire watch during maintenance Conversion Table: periods is a recommended 1 inch = 25.400 mm precaution. 1 foot = 0.3048 M To remove the system irom service 1 pound = 0.4536 kg mode, first refer to the system 1 foot pound = 1.36 Nm operating guide and valve instruction. 1 psi = 6.895 kpa Drain water and relieve pressure in = 0.0689 bar the pipes. Remove the existing unit = 0.0703 kg/cm= and install the replacement, using 1 U.S. gallon = 3.785 dm3 only the sprinkler wrench. Be certain = 3.785 liters to match model, sryie, orifice, and iemperature rating. A fire protection system that has Conversions are approximate. been shut off after an activation - CENTRAL MMM~ Central Sprinkler Company 451 N. Cannon Avenue, Lansdale, PA 19446 qD1993 Central Sprinkler Company Phone (215) 362-0700 Printed in U.S.A. FAX (215) 362-5385 GB.2 4 Page 1 NIINNESOTA ENIItGY CODE COMPLIANCE FORM Electrical and Lighting Power Budget Ptojert Tide: Kohl's Address: Town Centre Drive, Eagan, MN Bldg Type: Retai 1 Gross Floor Arey: 80,000 ACKNOWLEDGEMENTS. Fach appropriate representa6ve must sign below: Representing Signature Date Designer: HUNT ELECTRIC CORP ~ 12/2/93 Contractor: HUNT ELECTRIC CORP 12/2/93 Accepted for the building department by: E.i,ECTRIC POVV~R Individual uniu in multifamily dwellings are provided with separate metering. y_ Elxtrical panel fceder and all branch feeder wiring in nonresidential buildings 3 stories or less are capable of accepting a clamp-on meter. I IGHTIIVG• ML'r'I14tiTM REOUIREME.N'rc X Fach enclosed ce has at ]east one htin control or spa lig g , equivalent controi, for each 450 square feet of floor area. X Controls for spaces used as a whole do not control more than one 20 ampere circuit with minimum of three controls. X All fluorescent lamp ballasu must meet the Federal standards for energy efficiency as indicated by a circle "E' printed on ffie label. X Use of single-lamp fluorescent baliacu is minimized by tandem wiring one- and three-lamp luminaires. LIGFIMG: ExTERinR X The exttrior connected lighang power as daignad and installed is less than or equal to the ezterior lighting power aIlowance, and documenta6on is attachod. - Electrical and Lighting Power Budget Checkltst Page 2 Project Tide: Kohl ' s LIGHTI~VG: INTEIZOR X The interior connected lighting power, as designed and installed, is less than or equal to the interior lighting power allowance, and documentadon is attached. (The interior connected lighting power includes permanently installed lighting plus supplemental or task-related Iighdr?g provided by movable or plug-in luminaires.) To determine compliance, x the prescripave alternative was used. the perFormance alternative was used. P05ERNALLY ILLUMINATE EXTT SI NS X Electrical consumpdon af internally illuminated ezit signs dces not exceed 20 watts of resistive power and a mazimum of 40 volt amperes, Fr.F.CTRrC MOTOR EFFIGIENr c , All permanenfly wired, single-speed, Design A& B polyphase inducdon motors of 1 horsepower or more have NEMA nominal efficiencies which meet or ezcced those in the table below: OPEN ENQ,OSED Powa 3600 VM 1E00 vM 1200 t?w 900 iwM 7600 t?M 1QOD RnA rW012Rw% 900 ~ 1-4 xr ex.ss~ $2.5% 90.0% 74.0w aass ez.s~c u.ox~ s•sxr u.ss e73s 87.5% e7ss a.ss a7ss as.sx 14t9HP 6E.5S l9.5!i 901% 89.5% 69.3% E93x El.3'b 20-49NP 90.2% 91.0A 91.0A 90.2% 90.2% 91.016 "593S 30.99FQ+ 91.4E 93.01i 93.Ox 91.7% 92.1% 93.0S 97.0x 91.716 104124 93.0S 94.1% %.1% 93.6x 97.6x 94.3f 9t.7A 93.0% FP 125HP 93.6% 94.54 94.1% 93.6S SM3S 94Si 943S 93.6% and =eeuer All loose motors will be high efficiency and will meet the a6ove. Packaged rooftop units will not. PRESCRIPTIVE PR4CEDURE: tNTERl.OR LlGHTING CaDE CC?MPLIANCE PRO]ECT..1.n.7.8: KONLS DEPi. S702E EAGA,U pATg; 9 IZ~l L IxwroR Ltmrmra Fowex Auowerrca gu4ldiq'lypd [tnltPoaer CuosfLgLted IIPA rltss AmClae UX~ftt AdowaWe Am "'"Y RETAIL l.8) 90000 10600 W seamamy: 'O'' 1496oowAn IIPA IL CaoiEC= LILiH1MQ POWER BmldiagArea t'="-iuh1}'Pe Io;m N=het cmaud . orDaaipdaa Watn ImWied u8ft6Fom A • 2t 3ii-pl%,* '.9 57t C- 2x2 z/:r.m,o 73 23 1679 F- 2 *2 2 tAmP 73 47 3 3 . G• 2 k4 3 cAmP l13 0057 • Fzuon o,u L r 30 /8 510 V• 3'.rr,2ip 2/4 Y8 25 4200 ' 41-4' sTR1p a/t 61 35 .2135 L61 STR/!~ /32 `r/ . 41•ll'17,21,0 zi1 /ot 173 186F5~ TiFNtKttair: qpul /S'f ~60 Tcnl QB WA7D' (ELPA COMPLIAItiCE FOW EXTERIOR LIGHTING POWER ALLOWANCE Project tiQe KoN[ S DEP7. STOnE E/JG,Qrd Date ~ L/ Z Column 1 Calumn 2 Column 3 Columa 4 Coiumn S Eaerior Arn or Uait Aower Lightine Power Canneeted LenSth Densa'Y (UPD) Albwanee LiphtinY Esccrior Area Deseription . (A) from ubk 4 -1 A x UPD Power . jDpRKfA/G =ooo . iow/o ,28ooow lbbsa ENTRA,uCE 60' 30w/t.vF7. /gppu, .2100 EX/T aq' 2Sw/cuFr. 600 w la00 LOAtvn/G VOCA ,Z0 ~ 20Gu1[NF7 qQQ w 300 Tot-ls 30soo a025-0 (CLP COMPLIANCE FORN) CLP CONNECTED LIGHTING POWER LIGHTING POWER CONTROL CREDITS PROJECT TITLE: kp`'IC S d~~/ 'S~/2e DATE: /2-EA4~-~ LigLtiog Power Control Cralits Column 1 Columu 2 Column 3 Column 4 Columu 5 Calumn 6 Column 7 Column 8 Coluow 9 Connected A of Lum. Conirol LPCC Adjustad Ltg Area M Luminaire q Inslalled Input L.Ig Powcr with Adv. Type 8c (CLP x Pawer 4,o~+.V Description Wetts (CLP) Controls PAF PAF) (CLP-LPCC) voow • v ppRK/NG {Jrl,ou %0 FDO ,/`fOO Tw,A-lgOO a 900 /trOv ~~)4uoa•/ S/hlOt~4J0 / qso qSo i i Total CLP Tolal A1.P ~yt yy~yN r SPSCIAL INBPBCTION AND T88TINO SCHEDULE (TO be used in aCCOrdance aith the "Guidelinea for Special Inspection and Teating^) PAOJECT HAMS PROJECT NO. LOCATION 135-0 >"av?,t/ c'E,J7'e2 DMVf (l) PERMIT NO. SPECIAL INSPSCTSON SC88D[28 SDecificatLon Type of Report Aseigned ect on Articl Dee tion 2 Firm 3 Fre uenc Firm 4 i T ' TESTINO SCHEDULE Notes: This echedule to be filled out and included in the project epecification. Information , unavailable at that time to be filled out when applying for a building permit. (1) Permit No. to be provided by the Buildinq Official. (2) Uee descriptione per U.B.C. Section 306. (3) Specia2 Inepector, Teatinq Agent or Fabricator. (4) Firm contracted to perform eervicea. AClUIOWLED6EMENTS Each appropriate repreaentative muat sign below: Owner: fy , y.y a r Firm: ~ Date: /y(/jl3 Contractor: 3 !Zs D Firm: Date: -2. Architect: Firm: Date: SER: No4 r> -r'jA T/4D I Firm: CEA&C ENG/NELRING Date: 1 /9 * SI: Firm: Date: * Si: Bmu.,po Firm: ~ Date: /Z--/'-IL? TA: B~/}{Zy~ ~j '~L Firm: Date: TA: Firm: Oate: F: Firm: qb, Date: ~ F:4/z Firm: Date: • The individual namea of all proapective special inspectora and the work they intend to observe muet be identified on the reverse eide of this form. Legend: SER ~ Structural Engineer of Record SI = Special Inapector TA n Teating Agent F= Fabricator Accepted for the Building Department By nate: . . , GOID8LIN88 FOR BPECZAL ZNBPECTIOIi AND T88TINfi. pVRpOSEe To provide a method for eomplying with the speciel inepection and teating requiremente of the Uniform Building Coda (U.B.C.) and other raquired atructural inepeetiona ae authorized by U.B.C. Sactlon 301(c) 2. 6ElO1lE 11 PEIWIT GN BE ISSUEDt The anqinear of record ehall complete [he apecis2 Inepaction and Teatinq Schadula. The camplated schedule La an element of the conetruction documents and after parmit iseaanca, becomee part nf the building depertment epproved plane end epecificatione. The eamplated srhedule ehall inelude the followinq. . 1. A speeific lietinq of the iteme raquiring observation end taetinq. p. The aseociated epecification eaetion and article which deLines the eppllcaGle etandarda by whioh to judqe cantormance with the approved plnne and epecificaYione in aecordanea with U.B.C., 5ection 306. The epecificationa eection ahould aleo include the deqree or baeie ot obeervation snd testingi i.e., intermittent/will-call ar full-time/continuoue. 3. The frequency of raportinq, i.e.o intazmittente weekly, monthly, per floor, etc. . 6. The parties reeponeible for parforming the obeervetion and testing wozk. . 5. The required acknowledgemente by each deeignated party. REQIIIRSMENTSs "Special Inepection" (work requiring obaervation and judgement) and "Teeting^ (work analysing materiale in accordanee with approved etandards) ehall meet the minimum requirements of the Minneeota State Building Code which includea U.B.C. Sectlon 306, and the spproved plane and apecifications. (xote: obeervation and teeting wock does noi prevent he normal field involvement and record review procaea of the Engineer of Record, nor shall it relieve the contractor of any reaponelbility to aomplete the - work in accordance with the approved drawings and epeciflcatione.) RESPOIQSIBILITIES: A. Special Inepector 1. Obeerve the work aseigned for conformanee vith the building department appzoved plane, epecificatione and applicable . workmanship provieions of the V.B.C. 2. Submit inepeetion reporte to the building official, Yhe . etructural engineer of record, and other deeignated pereone in accordance with the Special Inspection Schedule. 3. ering nonconforming ileme to the immediate attention af the contractor for correction, then, if uncorrected, to the engineer of record and to the building official• q. Submit a final eigned report atnting whether the wark requiring special inapection wae, to !he beet of hie/her knowledge, in conformance with the approned plene, epeci[icatione and the applicable workmanship proviaione of the code. B. Testing Agent 1. Teet tha work neeigned for conformanee with the buildinq . depertment epproved plene and epecificstione. , y. Submit reports of the test reevlte to tha building official, the etructural engineer of record, and other deeignated pereone in accordance with the Teating Schedule. r , 3. Hrinq nonconforming itema io the imnediata attention of the contractor for correction, then, if uncorrectad, to the engineer . of record and to the buildinq official. 4. Submit a final eigned raport etating whether the work requiring teeting wae, to the best of hie/her knowledge, in conformanee with the epproved plana, end specificationa. C. Contraotor 1. Post or make avsilable the Spacial Inepaction and Teeting Schedula aithin ita office at the job aite. Alao, provida adequnte notification to thosa partiea deeiqnated on the echedale eo they may properly prepare for snd echadule thair work. 2. Prooide the epecial inspector and Geelinq agent acceea to the spproved plens and epecificatione at the iobaiie. 3. Retain et the job eite ell reporte eubmlited by the speoial inepector and testinq agant foz review by the building department'e inepeccor upon regieet. 4. Ccrcect in a timely manner, deficiencine idantified in obeervation and teeting reporte. 5. Provide the epecial inapector and teeting agent safe acceae to the work requiring oDeervetion oz teeting. D. Fabeicator - 1. Submit a Cestificate of Compliance to the building official and to the etructurel engineer of record that the work wae performed . in accordance with the approved plans nnd specificatione. E. Huilding Department 1. Approve all epecial Lnepectore. The epeciel inepeetor ehall be . a qvalified peraon who shall demanetrate hie/her competence, to the satiefaction of the building official, for inapection of the particular type of construction or operatlon requiring apeeial inepection. The names of all proapective apecial inepectore and the work they intend to obeerve, muet be idenlified in the 8pecial inspectlon and Teetinq Scfiedule. 2. Approve all teeting egente who perform work required by the State Buildinq Code. 3. Approve ell fabriaatore who perform wrozk in their ehop whlch " freqviree apecial inapection. 4. Approve the completed 8pecial Inepection and Teeting Schedule. 5. lSOnitor work requiring epaclal inepection and teeting includinq the reporting of the epecial inepector and teeting eqent. 6. Review reporte and recommendatione eubmitted by the epecial inepeator and testing agent. ' 7. Review the "final eigned report"eubmitted by the dpecial inapeetor(e) and teeting agent(s) ae vell ae the ^Certificate of Canpliance^ submitted by the fabricator(e). Theae documante musi be accepted end approved by the building deparYmant prior to ieeuance of e Certificete of Occupancy. SPECIAL INSPECTOR FINAL REPORT •s,; , Date: To City or Counry of: Address: City: State: Zip Code: At[ention: Re: Final Project Report Project Name: Address: To whom it may concern: This is to certify that I performed special inspection on the foliowing portions of the work a[ the above address which required continuous inspection, and which I was employed to inspecr. Based upon my personal observation and written reports of this work, it is my judgment that the inspected work was performed, to the best of my knowledge, in accordance with the approved plans, specifications, and the applicable workmanship provisions of the Uniform Building Code. Very vuly yours, (Specia] Inspector's Signature) Date Print Full Name ID Number cr. ClienUOwner Archi[ecVEngineer 25 *) City of kali Date: 3830 Pilot Knob Road Eagan MN 55122 Phone: (651) 675-5675 Fax: (651) 675-5694 Use BLUE or BLACK Ink For Office Use 116006 Permit Fee: 1.1 g ' Date Received: la -131 /13 Staff: Permit #: 2013 COMMERCIAL BUILDING PERMIT APPLICATION Site Address: 1350 Town Centre Drive Tenant Name: Kohls Department Store Property Owner Type of Work Contractor Architect/Engineer Name: CH Investment Co (Tenant is: New / Former Tenant: n/a Existing) Suite #: Phone: Address / City /Zip: 172 S . Woodburn Dr Los Angeles, CA 90049 Applicant is: Owner X Contractor Interior remodel and exterior facade upgrades to an existing, operating Description of work: Kohls retail store Construction Cost: 1,130,000 Name: att iMPFj CJIi( License #: Address: .51, c5"-n'1/44.40,c ✓{di` 141.00 t / City: S4 -;41,1:t ' v State:iv,,,RRt Zip: % c- Phone: (#5-1„ 33 a- / ? is Contact: /Vti tt 1'f Ct{°'cn5 Email: bete i-ts (044owta-544_112 t Name: William A. Randle, Jr (CASCO) Registration#: 23870 Address: 10877 Watson Rd State: MO Zip: 63127 City: St . Louis Contact Person: Jack Reynolds Phone: 314-821-1100 Email: kohls@cascocorp.com Licensed plumber installing new sewer/water service: 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 the 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.orq 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 workwhich requires a review and approval of plans. my - Phone #: x Frank Evans Applicants Printed Name Applicant's Sign ure Page 1 of 3 e )35D r bo n (u '` D' DO NOT WRITE BELOW THIS LINE qqo0 SUB TYPES Foundation _ Public Facility Commercial / Industrial _ Accessory Building _ Apartments _ Greenhouse / Tent Miscellaneous WORK TYPES New Addition /Alteration Replace _ Salon Owner Change DESCRIPTION Valuation Pian Review (25% 100%_✓ ) Census Code # of Units # of Buildings Type of Construction Antennae Interior Improvement Exterior Improvement Repair Water Damage 000 _yep Occupancy Code Edition Zoning Stories Square Feet Length Width REQUIRED INSPECTIONS Footings (New Building) Footings (Deck) Footings (Addition) Foundation Drain Tile Roof: Decking _Insulation _Ice & Water _Final NV -Framing Fireplace: _Rough In Air Test Final Insulation Meter Size: _ Exterior Alteration—Apartments Exterior Alteration—Commercial Exterior Alteration -Public Facility Siding Reroof Windows Fire Repair Demolish Building* _ Demolish Interior Demolish Foundation Retaining Wall *Demolition of entire building — give PCA handout to applicant M 6- MCES System SAC Units City Water Booster Pump PRV Fire Sprinklers ye. O YLJ Sheetrock Final / C.O. Required (Final / No C.Q. Required Other: Pool: Footings Air/Gas Tests Final Siding: Stucco Lath _Stone Lath _Brick Windows Retaining Wall Erosion Control Final CIO Inspection: Schedule Fire Marshal to be present: Yes Reviewed By: M44_ L- COMMERCIAL FEES Base Fee Surcharge Pian Review MCES SAC City SAC S&W Permit & Surcharge Treatment Plant Treatment Plant (Irrigation) Park Dedication Trail Dedication Water Quality , Building Inspector Reviewed By: S ,00 Water Quality Water Supply & Storage (WAC) Storm Sewer Trunk Sewer Trunk Water Trunk Street Lateral Street Water Lateral Other: TOTAL f/,;38* 4,i` lanning Page 2 of 3 Date: R.c-0\0 C!tyofEaaall 3830 Pilot Knob Road Eagan MN 55122 Phone: (651) 675-5675 Fax: (651) 675-5694 Use BLUE or BLACK Ink For Office Use Permit*: / - 7o Permit Fee: 1 1 ,/ Date Received: J 0 -1 7 V Staff: 14)h 2014 FIRE SUPPRESSION SYSTEMS PERMIT APPLICATION* 03 -ZS''/ y Site Address: Tenant: ye_ S J Suite #: Name: Phone: Address / City / Zip: Applicant is: Owner Contractor Description of work: �7�lrQ,>`i.ot4 /3 5- /tbigDS Fg, IVEw 1NI .L +to 1.46#73 65, Construction Cost: / l �� Estimated Completion Date: 1 ' 7,41 V ?, Name: "nee, FAztottauC ?7cP J License #: C-/ ?_ d ` .ttnnr77 I d49 J EST city: —'7J eF State: /1N Zip: 5`% 1 Phone: 6,57 —Y89-1 1 Address: Contact: I6-11SEmail: if; ' W. � �� 4111A/,Ctin FIRE PERMIT TYPE Sprinkler System (# of heads or _ Fire Pump Other: _ Standpipe WORK TYPE New Addition _ Alterations OK,Remodel Other: DESCRIPTION OF WORK: mercial Residential Educational $55.00 Permit Fee Minimum *If contract value is LESS than $10,010, Surcharge = $5.00 **If contract value is GREATER than $10,010, Surcharge = Contract Value x $0.0005 ***If the project valuation is over $1 million, please call for Surcharge Contract Value $ 15 04 x .01 = $ /7/ !13 Permit Fee = $ Q7. Surcharge* = $ // (J. TOTAL FEE 3/4" Displacement Fire Meter - $260.00 = $ 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 in accordance with the approved plan in the case of work which requires a review and approval of plans. x Appi c— s Signature [3CD 1-0-cv) v A Use BLUE or BLACK Ink ' , G J For Office Use Permit 1$ Ofd~Il RECEIVED 407 ' 3830 Pilot Knob Road Permit Fee: 1 Eagan MN 55122 MAR Z 6 2014 I f Phone: (651) 675-5675 I Date Received: Y ' I Fax: (651) 675-5694 ~ Staff: 2014 MECHANICAL PERMIT APPLICATION ❑ Please submit two (2) sets of plans with all commercial applications. 1 Date: 21271 / Site Address: l 3 ~ i i~',u c €,4 rn u 1 Tenant: U H-G `S Suite Resident/Owner Name: Phone: t Address / City / Zip: Name: 3,~,.U CS R -7- - i) ili4%XAIf 7G A ~4 se Contractor Address: 0-5-1 1 r? c=_ e X::,, ~City: t State: Y11;AL1 Zip: S 1 Phone: (qS Contact: 67KeC~ 4'hJ~Z.L_cA_Emai New Replacement ~cfltionnal Alteration Demolition Type of Work Description of work: NOTE: Roof mounted and ground mounted mechanical equipment is required to be screened by City Code. Please contact the Mechanical Inspector for information on permitted screening methods. RESIDENTIAL COMMERCIAL Furnace New Construction Interior Improvement Permit Type = -Air Conditioner Install Piping _ Processed -Air Exchanger _ Gas _ Exterior HVAC Unit Heat Pump _ Under/Above ground Tank Install Remove) Other RESIDENTIAL FEES $60.00 Minimum Add or alteration to an existing unit (includes $5.00 State Surcharge) $100.00 Residential New (includes $5.00 State Surcharge) _ $ TOTAL FEE COMMERCIAL FEES Contract Value $ X.01 $55.00 Permit Fee Minimum $70.00 Underground tank installation/removal ?x.00 Permit Fee "If contract value is LESS than $10,010, Surcharge = $5.00 00 "`If contract value is GREATER than $10,010, Surcharge = Contract Value x $0.0005 - $ Surcharge" ""`If the project valuation is over $1 million, please call for Surcharge = $ o TOTAL FEE I hereby acknowledge that this information is complete and accurate; that the work will be in conformance with the ordinances and codes of the City of Eagan; that I understand this is not a permit, but only an application for a permit, and work is not to start without a permit; that the work will be in accordance with the approved plan in the case of work which requires a review and approval of plans. x t cd J'' x Applicant's Printed Name Applicant's ignature FOR OFFICE USE Required Inspections: Reviewed By: Date r r I -Underground Rough In _ Air Test Gas Service Test In-floor Heat Final HVAC Screening � ; � �� .�.., ,�..� .....,. � � ���� �... ...�..�. � �� � .��. .. «.�.a...�.... ...... � � �..�. ..... ��. ...... .� .�. .�� .�. ...... ,.� ��.. ..... �.�. ..� ..� �. .� ...s. .,.... �.� ..� ..,..� ..� � r� ��� ..��... �. .�....�.�. ...�.� ....�.. .....�.�... .� .� � ..» "Bui�ding �'or�fidence" I�v�r���Ario�a►l T�ST & ��.�►���, In�+c. www.inttb.com KOH LS ��� �w� ��f�� �� EAGAN, M I N N ESOTA AIR TESTING & BALANCING REPORTS , ITB PROJECT #: MN2631 17135 W.10 Mile Road 380 Northwest Highway 840173`d Ave North Suite 112 Suite 210 Suite E-8 Southfield,MI 48075 Des Plaines,IL 60016 Minneapolis,MN 55428 Phone(248)559-5864 Phone(847)759-1800 Phone(763)533-8882 > INTERNATIONAL TEST 8 BALANCE,INC. 8401 73rd Avenue,N.,Suite E-8 Minneapolis,MN 55428 Voice(763)533-8882 Fax(763)533-8933 CERTIFICATION JOB NAME:KoH�s LOCATION:EGAN,MINNESOTA I.T.B.PROJECT#: MN2631 DATE:5n a THE DATA PRESENTED IN THIS REPORT IS AN EXACT RECORD OF SYSTEM PERFORMANCE AND WAS OBTAINED IN ACCORDANCE WITH NEBB STANDARD PROCEDURES.ANY VARIANCES FROM DESIGN QUANTITIES WHICH EXCEED NEBB TOLERANCES ARE NOTED THROUGHOUT THIS REPORT. THE AIR DISTRIBUTION SYSTEMS HAVE BEEN TESTED&BALANCED AND FINAL ADJUSTMENTS HAVE BEEN MADE IN ACCORDANCE WITH NEBB"PROCEDURAL STANDARDS FOR TESTING,ADJUSTING,BALANCING OF ENVIRONMENTAL SYSTEMS"AND THE PROJECT SPECIFICATIONS. ICB/NEBB FIRM: INTERNATIONAL TEST&BALANCE INC. CERTIFIED BY: RICK YZERMANS DATE: 5/16/2014 THE HYDRONIC DISTRIBUTION SYSTEMS HAVE BEEN TESTED&BALANCED AND FINAL ADJUSTMENTS HAVE BEEN MADE IN ACCORDANCE WITH NEBB"PROCEDURAL STANDARDS FOR TESTING,ADJUSTING,BALANCING OF ENVIRONMENTAL SYSTEMS"AND THE PROJECT SPECIFICATIONS. ICB/NEBB FIRM : INTERNATIONAL TEST&BALANCE INC. CERTIFIED BY: DATE: �� 1fslreMrr l/•TI�D+I�� ■ � �ffi�l ~ SUBMITTED&CERTIFIED BY: INTERNATIONAL TEST&BALANCE. INC. ° NEBB CERTIFIED: RICK YZERMANS SIGNATURE: DATE: 5/16/14 CERTIFICATION EXPIRATION DATE: � Roof Top Unit PROJECT: KOHLS DATE:5/16/2014 LOCATION: EAGAN, MN CONTACT:Richard Yzermans PROJECT#: MN2631 SYSTEM/UNIT:RTU-01 Tested By: Richard Yzermans AREA: ROOF Test Date: May 15, 2014 � �; �-� ��� , ° �" `� �� �� �;, � � -��`'�.�,� �.: ���� _ .� �� Design Outlet Total CFM 400 CFM Actual Outlet Total CFM 370 CFM RTU-01 Supply Out/et Summary � �_.. � ��s����� ��� v ��" x�����' x�� �� �,� Outlet-07 FITTING ROOM SAD 8 HOOD 400 220 55 370 93 ,_� ��' * Notes RTU-01 15-May-14 Richard Yzermans FAN RUNNING AT 30 HZ.KOHLS HAS FANS SET TO 30 HZ,FINAL READING TAKEN AT 60 HZ. SYSTEM/UN/T:RTU-02 Tested By: Richard Yzermans AREA: ROOF Test Date: May 15, 2014 � �'�_ Design Outlet Total CFM 800 CFM Actual Outlet Total CFM 650 CFM Design Hertr 60 HZ Actual Hertz 60 HZ RTU-02 Supp/y Outlet Summary �� . ��. :� �'�- � : �� � �� �. ��� � �; :.., a�. ��� ����,����,���,.�'�`��� ,�a Outlet-01 FITTING ROOM SAD 8 HOOD 400 440 110 400 100 Outlet-02 FITTING ROOM SAD 8 HOOD 400 250 63 250 63 , ,, � �:�� � �� ...�'��' w�,� , s.�r �r '�,_' :� * Notes RTU-02 15-May-14 Richard Yzermans VFD DISCONNECTED AND FAN RUNNING AT 60 HZ.OUTLET 2 IS LOW ON FLOW BUT FAN IS MAXED OUT AT 60 HZ. /ntemational Test&Ba/ance,lnc. Page 1 of 2 . � Roof Top Unit PROJECT:KOHLS DATE:5/16/2014 LOCATION: EAGAN, MN CONTACT:Richard Yzermans PROJECT#:MN2631 SYSTEM/UN/T:RTU-03 Tested By: Richard Yzermans AREA: ROOF Test Date: May 15,2014 ��� �.: �_ �e, � ��� � ��; � Design Outlet Total CFM t 1200 CFM � Actual Outlet Total CFM 1120 CFM Design Her� 30 HZ Actual Her� 57 HZ RTU-03 Supp/y Outlet Summary � x ��� ��- ���„��� � '-� " � � �� _ �, . � ' x . � a . . � � Outlet-01 CASH ROOM SAD 8 HOOD 200 150 75 180 90 Outlet-02 BACK RM SAD 8 HOOD 200 140 70 185 93 Outlet-03 RETURNS SAD 8 HOOD 200 160 80 180 90 Outlet-04 RETAIL SAD 10 HOOD 400 330 83 365 91 Outlet-05 FITTING ROOM SAD 8 HOOD 200 150 75 210 105 �a��# �-� .�,�� ���� . .� �� = r��,.�� a ��. ,> * Notes RTU-03 15-May-14 Richard Yzermans PRELIMINARY READINGS WERE TAKEN AT 30 HZ.KOHLS HAS FANS RUNNING AT 30 HZ, FINAL READINGS WERE TAKEN AT 60 HZ. SYSTEM/UNIT:RTU-04 Tested By: Richard Yzermans AREA: RETAIL Test Date: May 15,2014 y ����� ��� E���,-��� F � ; �'ry.'rr Design Outlet TotaI�CFM 800 CFM Actual Outlet Total CFM 770 CFM Design Hertz 30 HZ Actual Hertz 60 HZ RTU-04 Supp/y Out/et Summary '`� � �� � � � � � � � � � � �� ,� � � ,�� �- ' � �'` �°'� � � ,��i�`'�.�.,�,�j� "�> � 'st�;" a r^�. . �' `� _ `� ,.`�`-. � -,�� _ ,� �� : . . .u, � m ,�.... : . .�. s, . ,- r . ,�, .�c.�. „ _ � �.... . .�. e < �� . s�-.. ,�;,_ �. Outlet-01 RETAIL SAD 10 HOOD 800 650 81 770 96 � � ,fi �.``z ' _ `S �>��at �ra !+'"Fr�Y, , ""'� yi � � �.. .Wi. �:'1 )�x. * Notes RTU-04 15-May-14 Richard Yzermans FAN RUNNING AT 30 HZ.KOHLS HAS FANS SET TO 30 HZ,FINAL READING TAKEN AT 60 HZ. /nte�nationa/Test&Ba/ance,/nc. Page 2 of 2 � �������,.�� Professional Service Industries,Inc. `7 2915 Waters Road,Suite 112 ��� To Build On Eagan,MN 55121 � Phone:(651)646-8148 E`/�j/}��/� • (�,`p/�$Vf j^j� • j'g�� Fax:(651)646-8258 Report No: SIF:0675499 2 Steel Observation Report �SS�e No:� Client: KOHL'S DEPARTMENT STORES The�tes<<es���s aPP�Y o^�Y to the�,e��f��o���o�s a^d m�e��a�s�ot�,and may CC: not represent any othar lorations or elevations.This repo�t may not be reproduced, N56 W 17000 RIDGEWOOD ADAM BEER,JASON KRAUS, except in full,without written permission by Professional Service Industries,Inc.If a � non-compliance appears on this report, to the exterrt that the reported non- MENOMONEE FALLS, WI 53051 LINDSEY WRIGHT, MIKE compliance impacts the projed, the ������o� �s o��ae �ha Ps� �� or BEHRENS,MIKE LENCE,TERESA e"g�ement. HEBNER r;� �. "" L Project: KOHL'S-EAGAN, MN-CMT ��� , /�erm� � ���}� ���� (��,__,.�.�,� �� �� � ���O/„ PProve ignatory: osep ozmiare ta ngineer v �xi.-► Yi Dale of Issue: 9/16/2014 General Details ` " _ : Date: 9/12/2014 Technician: Joseph Rozmiarek General Contractor: Thomas Grace Subcontractor: N/A Weather: Overcast,60 Degrees Location(s)/Item(s): New Entryways, NW and SW store entrance Type(s)of Observation Performed &General Checklist � Special Inspection ❑ AWSQCl/ASNT VT ❑ At Completion ❑ In Progress � Post-Completion* � New Inspection ❑ Re-Inspection ❑ Continuous ❑✓ Periodic ❑ Other Structural Welding Structural Bolting Steel Erection Post-Installed Anchors Open,Web Steei Joist7nspection ❑ Shop ❑ Field ❑ Pretension❑ Shear Br ❑ 'Shop ❑ Field ❑ Chemica)❑ Mechanic I ❑ Shop ❑ Field ` Weld Process Bolts S ecified IC Joint Details ICBO Report No: Joist Girder Seat Connections Electrode Turn-of-Nut IC Erection Dw s Anchor T e Joist Seat Connections Weld Profiles(s) Cal.Wrench Inspection R ts Adhesive T e Horiz.Brid in Connections Welder Cert(s) Tension Control IC Mark No.s Hole Diameter X-Brid in Connections Weld Prcdr(s) Snu Ti ht IC Anchor Bolts Embed Depth Wind Brace Connections Mill Cert(s) Hardened Washers Columns Manuf.InstrucYs Bottom Girder Braces Prep&Fit-Up Ti hten Se uence Beams Clean 8�D RTU Joist Reinforcement Preheat Temp Fa in Surfaces Metal Deck/Studs Adequate Adhes. RT P Skidmore Tests X-Bracin Tor uedlTi ht Box Definitions:X=Attached;IC=1n Compliance;NA=Not Applicable;NC=Nonconformance(see below). 'Describe Limitations Below or Contact Bidg Dept. Detailed Observations, Materials,Workmanship:&Procedure Descriptions` Referenced Details/Drawings: S1, Detail 5 and Entry Framing Notes,dated 11/15/13 Non-Conformance#: Parties Notified: � General Contractor❑ Subcontracta[� Architect❑ Engineer(� Owner❑ Other: To the best of my knowledge,the work inspected above was in accordance with the buiiding de artment approved design drawings,specifications and applicable workmanship provisions of the International Building Code: ❑ Except As Notec[� Not Applicabl� Unapproved Drawings/Plans/Materials❑ NCR Issued ❑ Non-Complianc� Requires Engineers Acceptance(RFI)❑ Reinspection Required Standby Time: Inspector: Joe Rozmiarek ID Number: Remarks - Extra washers were observed at the curved beam, North end, bottom bolt, South Entrance. A bolt was protruding 1/16"at curved beam, South end, bottom bolt, South Entrance. The bolt was snug tight. �02000-2014 QESTLab by SpectraQEST.com Page 1 of 1 r - 1 Cfilt (1-- 'te For Office Use /,, Permit#: i --j6 2--S- i -01'1-r ,�' i s `,' y Permit Fee: -7a."7S .._. -.. EAGAN REC EVE - Staff: 1 3830 PILOT KNOB ROAD EAGAN,MN 55122-1810 AUG 2 9 2 018 I Payment Recvd: _Yes No I (651)675-5675 I TDD:(651)454-8535 I FAX:(651)675-5694 i Plans:_Electronic Paper 1 Plan Submittal:a lens cit fea an.com t+ DuLike,,wiixAS tows -( • 1 `f `Cc7rH", I V 8 CO MERCIAL BUILDING PERMIT APPLICATION Date: f---Zg 1 g Site Address: /3 � /o o v CAJA--1" Q... �t/ t vQ_ Tenant Name: KO 1155 (Tenant is: New/ )C Existing) Suite#: Former Tenant: -,: : Name: Ve...ra, 7 I'(0 IL 0.-lot- Phone: 3 COr Q.i..-7I-Y__. CI)" yQ•'''"'t°' ` ..Q Q Address I City I Zip: / � To W rrt: NtAl Applicant is: Owner Contractor kt — 4 r PO i „A, Description of work: /i/�t�c 9 400...c SS/ /1 cr7L/c)LA, Construction Cost: L' ?� , t,O�k x.�„ Name: JTZ- l?><'t ^0 6 T t 1� License#: w. Address: 1 Z- 0�ti,�Q-Y'S X h4 OH . rd. t. 30 State: �J Zip: ✓? —322,3Phone: 7 70 ` 7 O0 Contact: 2 NI .)k Email:_lT 7 d �.�3 Name: Registration#: r { 7 a e - �n 4 . - Address: City: " State: Zip: Phone: Contact Person: Email: Licensed plumber installing new sewer/water service: � ay aa . a a rPho` e#:,,,,, ..„.„,,,,„ . Fe e$ y:Ye_,'?;'',ss$r.'ii V .F: j i,E$ t ...r „ r i. . 7;: t. z t e � s rt : Kt . ,+°-°F1 h f e wF,n ' ��,,, .� ^ ' Vg . .Yomesu3bscibetore�c .ivean electronic notifcaton from the City of proposed ordinances by signing up for an email update on the City's website at www.citvofeaoan.comisubscribe. CALL BEFORE YOU DIG. Call Gopher State One Call at(651)454-0002 for protection against underground utility damage. Call 48 hours before you intend to dig to receive locates of underground utilities. www.gooherstateonecall.orq 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 isl not to start without a permit;that the work will be in accordance with the approved plan in the case of work which requires a review and approval of plans./start/ // x ife- '•l. ✓e SK - x Or Applicant's Printed Name Applicant's g i. re DO NOT WRITE BELOW THIS LINE /.�/G� 5 SUBTYPES f :&-"_ -0 -I-CUM eGiblie6-- AC. . Foundation Public Facility _ Exterior Alteration-Apartments ,,Commercial/Industrial Accessory Building Exterior Alteration-Commercial Apartments _ Greenhouse/Tent — Exterior Alteration-Public Facility Miscellaneous Antennae WORK TYPES New _ Interior Improvement {Siding _ Demolish Building* Addition Exterior Improvement ✓ Reroof _ Demolish Interior Alteration Repair Windows Demolish Foundation Replace Water Damage Fire Repair Retaining Wall Salon Owner Change *Demolition of entire building—give PCA handout to applicant DESCRIPTION Valuation 1-64/f coo.tw Occupancy A4 MCES System A/A- Plan Review Code Edition Zo/fc /IBC., SAC Units (25%_100% ) Zoning City Water Census Code Stories Booster Pump #of Units Square Feet PRV #of Buildings I Length Fire Sprinklers Type of Construction :IF`'8 Width REQUIRED INSPECTIONS Footings New Building_Deck_Addition Drain Tile Foundation Foundation Before Backfill Retaining Wall Vapor Barrier Erosion Control Framing 30 Minutes 1 Hour Steel Reinforcement Insulation Street/Curb Cut Inspection heetrock Other: Roof: Decking Insulation _Ice&Water `Final Meter Size: Siding: Stucco Lath _Stone Lath _Brick EFIS Electronic Set of Final Revised Plans Windows Fireplace: Rough In _Air Test _Final /Final/C.O. Required Pool: Footings _Air/Gas Tests Final V Final/No C.O. Required Final CIO Inspection: Schedule Fire Marshal to be present: Yes / No Reviewed By: , Planning New Business to Eagan: s`/0 Reviewed By: r! 4 , Building Inspector FEES Water Quality Base Fee 3/2 vo.7.5--Storm Sewer Trunk Surcharge 232 .0-'° Sewer Trunk Plan Review ©r tam Water Trunk MCES SAC Street Lateral City SAC Street S&W Permit& Surcharge Water Lateral Treatment Plant Stormwater Performance Security Treatment Plant(Irrigation) Landscape Security Park Dedication Other: Trail Dedication TOTAL: , 7L • 7S- Page 2 of 3