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1294 Promenade PlINSPECTION RECORD ,CITY,OF EAGAM PERMIT TYPE: 3830 Pilot Knob Road Permit Number: t) 4 1 1 Eagan, Minnesota 55122-1897 Date Issued: (612) 681-4675 SITE ADDRESS: APPLICANT: tlf ul I , ? i FtMFI'?Atii' t'i .???,.?? ?.: • ???.,r; ? ? ? : ? ..? f lt#r FA'sAM f'fl r1141_ biAhF. . ( f• l ? ! `.i4 .' .. f ?+i+y PERMIT SUBTYPE: TYPE OF WORK: ,,, ; t I, 1i NF+1 I - . --y - INSPECTION .A • .A . , ? ? ,. ? tl ,. i . ? I il?•? I . ?. , ? J Pertnit No. Permit Holder Date Talephone 11 'ELECTRIC ?•?' ? I ??? ?? / 77 '?7-? ?LUMBING HVAC Inspactfon Date Insp. Comment? FOOTINGS 77l 4 7 U,?- FOUND FRAMING o[/ ROOFlNG ROUGH PLUMBING ,? - PLBG AIRTEST 0,71 ROUGH HEATING GAS SVC TEST J..? I Al 7 INSUL GYP BOARD FIREPLACE FIREPLACE AIR TEST ' FINAL PLBG FINAL HTG ORSAT TEST BLDG FINAL / BSMT R.I. 85MT FINAL DECK FfG DECK FINAL M[ i c W?t?-tr ?? ? ?rr 44 M eter 7/°1'l/y' d,9 u ? - HOULIEfi4N' S . ? . '- . QO K.CL'ttfiCQte of CCClivRYiC? 6itV of Cfagan Zqaxtmettt of Zxilbiug 3a4pection This Certificate issued pursuant to the nequirements of the Uniform Building Code certifying that at the time of issuance this structure was in compliance with the various ordinances of the Ciry ngulating building construction or use. For the follawing: ?OMM NEW - ux cz?ir?a,_ abg. Permic No. 30417 occ,p;?j" Type A z?? PD Const. VTI AURAA'T-GRP IS2t?'?L MINNETONKA B] WHEA-ESTUNE 149T Owoer of Building Addnss 1294 PROMENADE PL L3, B2, EAGAN suiksn8 naamss L"C"ilr ? PROMENADE . a+e: 17 auiwng orrww MN POST IN A CONSPICUOUS PLACE . . SITE ADDRESS ?? 74 Unit # Permit # B Sect./Sub. INSPECTION INSPECTOR DATE COMMENTS N , 7? I?R72?f 6tS1- - d `` . ? 7 zS INSPECTION INSPECTOR DATE COMMENTk ! • J I T Ci' . C? < " ?i !Lr - oa uO ti Be S?r T' s o o- - . -' ?l - - ' . • 2007 COMMERCIAL BUILDING rExMIT arrLicaTiorr City Of Eagan 3830 Pilot Knob Road, Eagan Mn 55122 Telephone # 651-675-5675 Plans are considered public information unless you state they are trade secret and why. • Structurel Plans (2) sets • Civil Blans (2) + Certificate of Survey (1) • Code Analysis (1) " . Project Specs (1) • Spec Insp & Testing Schedule (1) " • SoilsReport (1) • Meter size must be established 1 1 i L 1 1 • SAC determination - ca11 651-602-1000 • SoilsReport (1) • Certifcate of Survey (1) • Structural Plans (2) • Architectural Plans (2) sets • HVAC unifs req'tl. on bldg elev. / site plan • Civil Plans (2) • Landscaping Plans (2) . CodeAnatysis (1) " • EnergyCalculations (1)" . Emergency Response Site Plan '* (1) * • Spec. Insp. & Testing Schedule (1) . Electric Power & Lighting Form (1) • ProjectSpecs (1) • Master Extit Plan (1) • SAC determinatlon -call 651-602-1 000 . Fire Stopping Submittals • Fire Suppression/Alarm Form • ArchitecGiral Plans (2) sets • CodeAnalysis (1) • ProjectSpecs (1) . Key Plan (1) . Master Exit Plan (1) . Energy Calculations (1) not always•' • Elec. Power & Lighting Form (1) not always*' . Meter size must be established-if applica6le • SAC determination - call 651-602-1000 Call MN Dept of Health at 651-201-4500 for details regazding food & beverage or lodging facilitles. Contact Building Inspections to see if it is required and for a sample. °1* Pernut for new building or addition will not 6e processed without Emergency Response Site Plan. Date C,/ l 07 ConsGvction Cost 1 /0 0040 SiteAddress 1019! ! /'O/YlfGrt !Q/a Ge, UniUSte # Tenant Name /'7eG f iAart 15 Former Tenan t Name Descrigtion of Work fiGea! r 61f +'??< wrrr IZ- GI llj kC,t;fiIrLGeJ r/'o "'t, JULII' PropertyOwner w/•/ ??S'?ON ? Telephone#(,Kx) 7i?y r?O Appticant is: _ Owner >? Contractor Contact il: ((9p Contractor 'ln//?- J' "/{GO :r-Nc Address ? ?'?7O TGCi n {,no 1ac , /" k City State ? o ip ? (7 Telephone # ( ) D ? - U APR 1 2 2007 ArchlEngr Registration # Address City .t? State Zip Telephone # ( ) ? Licensed plumber installing new sewerlwater service: Phone #: I hereby apply for a Commercial Building Permit and aclmowledge that the information is complete and accurate; that the work will be in conformauce with the ordinances and codes of the City of Eagan and the State of MN Statutes; I understand this is not a pernut, but only an applicarion for a pemut, and work is not to start without a pernut; that the work will be in accordance with the approved ' case of work which requires a review and approval of plans. Lua"tL Ac'/',Jjlao1C ' ts ae.., -? ?7 Ap licant's Printed Name Appl cant's Signature DO NOT WRITE BELOW THIS LINE Sub Types ? 01 Foundation ? 14 Aparirnents ? 15 Lodging ? 25 Miscellaneous Work Types ? 31 New ? 32 Addition ? 33 Alteration ? 34 Replacement Valuation Plan Rev 100% 25% SAC Units Nbr. of Units Nbr. of Bldgs Fire Sprinklered Required Inspections _ Footings (new bldg) _ Foofings (deck) _ Footings (addition) Foundation Drain Tile _ Driveway Apron ? 26 Public Faciliry ? 30 Accessory Building ? 27 Commercial/Industrial ? 32 Ext Alt Apartments ? 28 Greenhouse ? 34 Ext Alt-Commercial ? 29 Antennae ? 35 Ext Alt-Public Facility ? 37 Nail Salon ? 35 Int Improvement ? 38 Demolish (Interior) ? 44 Siding ? 36 Move Bldg. ? 42 Demolish (Foundati on) ? 45 Fire Repair ? 37 Demolish (Bldg)* ? 43 Reroof ? 46 Windows/Doors 'Demolition Building -Give PCA handout to applicant Type of Canst Occupancy Zoning Stories Sq. Ft. Length _ Roof Ice Pr _ Decking _ Insul _ Framing Width MCES System City Water Booster Pump PRV _ Fireplace _ R.I. _+Air Test _ Final Insulation Sheetrock' FinaUC.O. FinaUNo C.O. _ Other Final Pool Ftgs Air/Gas Tests Final _ Siding _ Stucco Lath _ Stone Lath _ Final W indows Final C/O lnspection:'Schedule Fire Marshal to be present. _ Yes No Approved By: Planning Building Inspector Base Fee Surcharge Plan Review SAC-MCES SAGCity S/W Permit S/W Surcharge Treatment Plant Treatment Plant (Irrigation) Park Dedication Trail Dedication Water Quality Water Supply & Storage (WAC) Financial Guarantee Storm Sewer Trunk Sewer Lateral Street Water Lateral Other Total Sewer Trunk Water Trunk -- i.- • I NAGIf?n.w t SGOPPi l?? ??()trC / ? U eaA c? CITY USE ONLY L o;f BL 19& RECEIPT * So20O.:2? SUBD. (fa? RECEIPTDATE: 1,011019 -7 1997 M£CfiANICAL P£1iMIT (COMMEftCIAL) CITY OF £i4fiAN S$SO PILOT KNOB gD EAsArt. M1v 55122 (61E)6$1-4675 Please complete for: all commercial/industrial buildings multi-family buildings when separate permits are not required for each dwelling unit DATE: i0/8147 CONTRACTPRICE: $64,820.00 WORK TYPE: NEW CONSTRUCTION XXX 1NTERIOR IMPROVEMENT DESCRIPTION OF WORK: uvar DnnF+nn un;t ;„z+aiiar;on (eaa p1iAf plAye) FEES: 1% of contract price OR $25.00 minimum fee, whichever is greater. Processed piping - $25.00 CONTRACT PRICE x 1% $6I1R,7n _ PROCESSED PIPING Na PERMIT FEE $648.20 STATE SURCHARGE .50 . ($.50 per $1,000 of cermit fee due on all permits.) TOTAL $ 648 , 70 SITEADDRESS: 1294 Promenade Place OV?NERNAME: Houlihan's Resturant TENANT NAME (IMPROVEMENTS ONLY): INSTALLER: Centraire, Inc. PHONE #: 942-7469 ADDRESS: 7402 Washington Ave. PHONE#: 941-1044 CITY: Eden Prairie STATE:MN ZIP: 55344 3IGNATURE OF PERMITTEE CITY INSPECTOR CITY USE ONLY LOT BL RECEIPT #: SUBD. RECEIPT DATE: 1997 MEcHaxicAr. PERMrr (REsinENr[AL) Cfl'Y OF gRfiAN S$SO PILOT KN08 RD Ej46AN MN 55122 (618) 681-4675 Date: Complete this section onlv if you aze installing HVAC in single family, townhomes or condos under construction and not owner /occupied • HVAC: 0-100 M B T U $ 24.00 ADDITIONAL 50 M BTU 6.00 • Gas outlets (minimum of one required @$3.00 ea.) • State Surchazge: .50 • TOTAL: Complete this section onfv if you aze remodeling, adding to, ar repairing existing single family dwellings, townhomes, or condos. Note: Mechanical permit is not required for alteration/add-on to ductwork in existing residential units; but is required for the following: Install furnace _ Install air exchanger, i.e. Vanee system, etc. _ Minimum fee applies to all remodel or add-ons of existing residences State Surchazge $ 20.00 .50 Total: $ 20.50 SITE ADDRESS: OWNER NAME: INSTALLER NAME: STREET ADDRESS: Install air conditioning Other PHONE #: PHONE #: CITY: 1SffORMS BLD/MECH PERMIT (RES) - 1997 STATE: SIGNATURE OF PERMITTEE OFFICE USE ONLY L - ?D?p BL s2- SUBD RECEIPT#: RECEIPT DATE: a ?J`J 1997 PLUMBING PERMIT (COMMERCIAL) CITY OF EAGAN 3830 PILOT KNOB RD EAGAN, MN 55122 (612) 8811875 Pkase eompiete for: • all commerciaUndushial buildings. • muki-family buildings when separete pertnils are M required for each dwelling unk. • backflow preventer to be instalbd in commercial arees or residentiel boukvards DATE: WORK TYPE: x New Conat. _ Add-On _ RePair DESCRIPTION OF WORK: IS WATER METER REQUIRED? _ Yes _ No. ARE FLUSHOMETERS TO BE INSTALLED7 _ Yes _ No uTi"ErtOift3uTiD SFn1PiKL'cR SY$TEin INS7ALLING METER? _ Yes _ No. NEW SERVICE9 _ Yes _ No WATER FLOW: GPM. Pressuro Reducinp Valve may be require0 rf installing new service - contad City's Engineerinp Departmant et 681-4646. FAILURE TO PROVIDE TNE ABOVE INFORMATION WILL RESULT IN A DELAY OF METER 133UANCE FEES Minimum fee of $25.00 or 7% of contrad prica, whichever is greater. Mlnimum State Surcherge of 8.50 due on all pertnits. CONTRACT PRICE: S U?aa , x 1% = $ COMPLETE THIS AREA ONLY IF INSTALLING UNDERGROUND SPRINKLER SYSTEM BACKFLOW PREVENTER FEE $ 25.00 = E WATER PERMIT (new service only) 50.00 = $ WAC (new service only - per connection) 780.00 = $ WATER TREATMENT (new service oniy, - per mnnection) 420.00 = $ CRY INSTALLED TAP 300.00 = $ METER: 1" = E185.00 , 2" TUR60 = $848.00 = y PERMR FEE $ ! Z? flGURE SURCliAitGE AT 60 CEMS FOR EVERY $1,000 OF PERMIT FEE DUE STATE SURCHARGE $ TOTAL y zlzo• Sa, I heteby adcnoNAedge Mat f have read this epplication, state that the information is cortect, and agree to compy xrith all applicable City of Eagan ordinances. k is the appllpM's responsibilily in noiiy Me property owner that Me Ciqr of Eapan assumes rro tiebiltty for arry damagea ceusetl by pie City during its nortnal oparationel end maintenance e facilkias eonstructe??? thia pefmtt wtthin City propertyfriphtwf-wayleasement. SITE ADDRESS: _ I?? ?0r7 p??C?e Ce- TENANTNAME: 1A.,tARA-?L-`? STE. OWNER NAME: INSTALLERNAME: _ l.,()Y11,YY1e1?LiGt? PII?-W1,?ChFa TELEPHONES: (bI2.) 1I-I-()nl-II STREETADDRESS: 3?? ? IUI'? I?'?`P. N?. CITY: _pI?L.LVIe STATE: MN ZIP: G?; qqi oFFIce use oHLr • rtevense noe OFFICE USE ONLY PLUMBING PERMIT (COMMERCIAL) METER SIZE EBV _ Yes _ No i. Domestic ? J. Irrigation UTILITY CONNECTION IAPPLIES TO NEW SERVICE ONLYI REVIEWED BY /M Building Inspector 7-2 , Date • See if it is indicated on back of Building Inspections card • Enter address in PIMS Screen 301 to obtain S&W permit # • Check PIMS Screens 110 (Remarks) • If gallons per minute are less than 25, a 1" meter will be required. If gallons per minute are more than 25, a 2" turbo with strainer will be required. This information is to be supplied by the designer of the system. Consult with Plumbing Inspector if Licensed Plumber does not know GPMs. $@!9_[@SeU)99:tDp-t@r Check PIMS Screen 320 for °roval of inspection results. No meter will be sald before aii sewer and water inspections are complete on anM service. If new service lines are not required, one check may be written for meter and pertnit costs. Write meter type and size on receipt, code to 3716-9220 (meter portion only), and forward copy to Utility Billing Clerk. Enter rteter size, type, receipt #, date 8 amount paid on PIMS Screen 110. Copy of receipt should be given to Utility Billing Clerk. Miseellaneous Information The installer is to contact Building Inspections at 681-4675 for inspection of the inside water line and backflow preventer. The Public Works Department may be reached at 6814300 for water tum-on. if ineter is over 5/8, call Puhlic Works and let them know so they can tell you if they have one in stock before plumber goes overthere. L ? BL CITY USE ONLY RECEIPT#: /?,, /J, 71,? lJ ? J SUBD. ft ?JIftQq?fl b. RECEIPT DATE: IIT +1I I? i? 1997 PLUMBINfi P£itMIT (CUhIh1ERC1AL) CI1'Y Of F.AHAN 3$30 PiLOT KNO$ itD EAfiAN, M1v 55122 (612) 681-4675 Please complete for: all commerciaUindustrial buildings multi-family buildings when separate building permits are not required for each dwelling unit backflow preventer to be installed in commercial areas or residential boulevazds Date: ///7 /F7 Work Type: New Bldg. _ Add-on Is Wa[er Meter Required? X Yes No Water Flow To inquire if Pressure Reducing Valve is required on oew service, call 681-4646. Repair ? U.G. Sprinkler GPM f$1::5 1% of contrad price or $25.00 minimum Contract Price; $ x I% _ $ COMPLETE THIS AItEA IF INSTALLING i.iNDERGROLIND SPRINKLEft SYSTEM Service: X Existing (if coming off domestic line) OR _ New 00 Backflower Preventer Permit Fee$ 25.00 $ Z!?- ~ Water Meter 1" @ $185.00 or 2" Turbo @$846.00 $ I f8 5- '2*' If "new service"add Water Permit $ 50.00 = $ WAC $ 780.00 = $ Water Treatment $ 420.00 = $ Ciry Insblled Tap $ 300.00 = $ Permit Fee Siste surchazge is $.50 per $1,000 oF ep rmit fee or minimum of $.50 per permi[ State Surcharge Sa Tatal Fee $ It 0,60 I here6y acknowledge that I have read this application, state khat the information is conect, and agree to comply with all applicable City of Eagan ordinances. It is the applicanPs responsibiliry to notify the property owner that the City of Eagan assumes no liability for any damages caused by the City during its normal operational aad maintenance activities to the facilities constructed under this permi[ within City property/right-of-way/easement. SITEADDRESS: J 2?'1L1 pizo ? o0 pP1?. Yke, r OWNERNAME: {IC,, I ttJ/1A 5 Ilf'zrTV?tlbval INSTALLERNAME: m u.i K. ?wce l p}- 4 TELEPHONE#: 6I2 -17I 7-OOq 1 STREET ADDRESS: 3Ji5 I' 7 D[1:? Av +. 1,.. IJ 1= CITY: E /4 1 nt= STATE: H 1.x Z1P: SS/?q?'7 J1VNH l UKC VC CCl(IVII l 1 bC CITY USE ONLY COMMERCIAL PLUMBING PERMIT -1997 METER SIZE PRV _ Yes _ No Domestic Irrigadon UTILITY CONNECTTON (APPLIES TO NEW SERVICE ONLI) REVIEWED BY: Building Inspector To determine meter size Date * See if it is indicated on hack of Building Inspections cazd * Enter address in PIMS Screen 301 to obtain S&W permit # * Check P[MS Screens 110 (Remazks) ' If gallons per minute aze less than 25, a I" meter will be required. If gallons per minute are more than 25, a 2" turba with strainer wil] be required. This informatinn is to be supplied by the designer of the system. Consult with Plumbing Inspector if Licensed Plumber does not know GPMs. Before sellina meter * Check PIMS Screen 320 for aaaroval of inspec[ion tesults. No meter will be sold before all sewer and warer inspections are complete on a new service. If new service lines aze not required, one check may be written for meter and permit costs. Write meter type and size on receipt, code to 3716-9220 (meter portion only), and forward copy to Utility Silling Clerk. * Enter meter size, type, receipt #, date & amount paid on PIMS Screen 110. Copy of receipt should ba given to IItility Billing Clerk. Miscellaneous Information ' The installet is to contact Building Inspections at 6814675 for inspection of the inside water line and backflow preventer. The Centrel Maintenance Division may be reached at 68 L4300 for water Nrn-on. ' If ineter is over 5/8", notify Central Maintenance so they can tell you if there is one in stock before plumber goes over there. JS/Forms.blcUplbg permi[ (comm) 1997 ? CITY i:)F 1=.AG(tN CFlSNIi:::Ra 8 71:i:F'MINAL. NC)r, 1.3 t1A"f`:;: 0704197 T'SMI=. 14:58248 T B ;; Nlat1E:: NUIi';`HC('J'f'1' L'(7M1='FlNV 320 9001 1294 1='IiOMF:NALiE 69.'769a23 2257 9001 1294 F'F;:OM!ii:NAI7E 57 l.qn ? ? Tn4a:l. Re; eipt F`iYiruY1+: i`47'i'£3')„23 Cfi'0785413 U5F_k Idi: NANCV Y,in: n1F:X>'f.:?Y,(w'MM?(?+ri(YRY,CJ;:PF>k?tYR#X(7;::Y?k?(>;C%X?k:??%'r;>'f1%Y?Y(>Y?YY,• CITY OF EAGAN 3830 Pilot Knob Road Eagan, Minnesota 55122-1897 (612) 681-4675 PERMIT PERMITTYPE: BuzLozNe Permit Number: 030417 Date Issued: 0 7 J 14 / 9 7 SITE ADDRESS: P.I.N.: 10-22472-030-02 1294 PRpMENADE PL LOT: 3 BLOCK: 2 EAGAN PROMENAOE DESCRIPTION: ?-? HOULIHAN'S Build1ng>...Permit Type ,ouilding Wo,Ck 7ype / UBC Occupanay`.' ;•? Gonstruction Tyjae Zoning - Building Length Building Width 'Buii'dzng- s'tori,es ` ='Sqa?re Fie'C C er.??5v COMM./TND. NEW A-3 VN PD 102 108 1 6,650 327 STORES r ? .r REMARKS: FEE SUMMARY: Base Fee Plan Review Surcharge SAC SAC % SAC Units Subtotal VALUATION $4,867.75 $3,164.04 $483.00 $35,150.00 100 $43,664.79 $966,000 CITY SAC S&W PERMIT S&W SURCHARGE TREATMENT PLANT PARK DEDICATION LANOSCAPE BOND Total Fee $3,700.00 $100.00 $.50 $15,546.00 $6.784.0@ 55.000.00 $74,789.29 CONTRACTOR: - Flpplicant - OWNER: OA6 HAYMAN & KOECHEL INC 29427969 WHEATSTONE RESTAURANT 6RP i0,25 CROSSTOWN CIR 114 18202 MINNETONKA BLVD EpEN PRAIRIE MN 55344 DEEPHAVEN MN 55391 (612) 942-7969 Y (612)476-2600 ? I hereby aCkrrowledge that-I hove read-this appliea-tian and sY.ste Claat the - infiormation is eorrect and ag;ree to comply with all applicabl,e State of Mn. Statutes and City a1' Eagan Ordirrances. c ?/i . • t _ APPLICAN PE?P ITEE SIGNATUR-E ISSUE B S P1A UR ? " 1997 BUILDING PERMIT APPLICATION (COMMERCIAL) ? CITY OF EAGAN (v 0 q I ? 681-4675 The fallowinp are required with appropriate certificetion for all pgg eonatruction: ? 2 each: archdeClural plans; mech. 8 elec. plans; fire aprinkler plans; structural plans; ske plans; landsceping plans; gredingldrainage/erosion coMrol plan; utilRy plan • 1 each: set of specifiptions; aet of energy calwlations; electrieal power 8 IigMing form; Speeial InspeGions 6 Teating Schedule ? Letter from MCANS (phone A222-8423) indicatin8 SAC determination ? Code anarysis indiwting: codes used; oaupancy dessificalions; aotbadcs; maximum allowable eree es per Building and City Codes alonp wkh sq. ft. per floor; rype of conshuction (synopsia ot eonstruction cwnponenb) 8 eny oxupanq or aree aeparatlon wells; occupency loads; exit synopsis wktt e dieprom indicaGng exking loads Irom eaeh room or area, travel paths d all reted oorri0ors; plumDinp fixtures; and parking. DATE: ?`- Cf7 WORK TYPE: ? NEW _ REMODEL DESCRIPTION OF WORK: 2ra?.n? - g CONSTRUCTION COST: TENANT NAME: NdvG?w.: S ?eS'?uu rtw'? SITEADDRESS: Pfb?`^e?ac?2 SSl?.1'2 'z-9°I mn* m. LOT 3 BLOCK z- SUBD. P.I.D. # PROPERTY Name: Wh?'??e PSes{t,.,.z...? LLG phone #: `17k''7-60O OWNER u., .". Street Address: E>1 vd. City: Z-V\ State: +'y1 N Zip: 55391 CONTRACTOR Company: 'rv 6E ??TE2rv.1 NE() Phone #: Street Address: City: Zip: ARCHITEC71 Company:7f,-?wv\ ??,4\ Aw-?,4-e6?s Phone#: 941-3303 ENGINEER RECEIVED Name: T????n l-?ow?1\ Registration #: `? S 33 JUN 0 3 1997 StreetAddress: BY: City: W??lz0.fia State: ?f\) Zip: 65391 Sewer & water licensed plumber (only if installing sewer 8 water): 'V/A I hereby acknowledge that i have read this appiication and state that the information is correct and agree to comply with all applicable State of Minnesota Statutes and City of Eagan Ordinances. Signature of Applicant: - -• s OFFICE USE ONLY BUILDING PERMIT TYPE ? 01 Foundation )1( 18 Comm./Ind. WORK TYPE )I( 31 New ? 32 Addition GENERAL INFORMATION 0 19 Comm./Ind. Misc ? 20 Public Facility ? 33 Alterations ? 34 Repair ? 21 Miscellaneous 0 35 Tenant Finish ? 37 Demolition Const. (Actual) 1?y Basement sq. ft. MC/WS System >- (Allowable) Wl First Floor sq. ft. City Water _ IV_ UBC Occupancy ? sq. ft. Fire Sprinklered „ _ ? Zoning P? sq. ft. Census Code ) 3 # of Stories Z sq. ft. SAC Code 20 Length sq. ft. Census Bldg. Depth /08 Footprint sq. ft. 6 6 Census Unit APPROVALS Planning Building Engineering Variance Permit Fee 7:?6 7' 7S' Valuation Surcharge 5/83, o b Plan Review 3, / bl{, a y MC/WS SAC -?S'./so - 32-r 9S`? City SAC 3Do o - 97,t l?O Water Conn. SNV Permit /o 1? S/W Surcharge ,SO TreatmeM PI. -- 15 S'yq - 3'J,,p, f20 - Rrad dnk -- Park Ded. 6 7 LY Trails Ded. Water Qual. Other Se?o ' Copies ? Total: 74) 7?! c2-?'f .;Pcvy^St/V 1/ 6,_ °k SAC C? 0 SAC Units 39 Meter Size ., _ :.. , .' 1987 BUILDING PERIVItT APPLICATION (COMMERCIAL) : CITY OF 'EAGAN 681-4675 ; Tha tollowing arc raquirod wiM appropHata caRfiptlon /or all = conaWUion: . ... ? 2 each: aichitedurol plans; mech. & eke. plans; fire sprinkbr'pbm; atrucWral pfans; aite plans: kndseaping pl - plan; WIRy plan : . . ? 1 eeeh: aet of apectTlcaUons; set oi eneryy calwlatiom; eWc?cai'vo'we:ra egnuna rorm; speaei inspearons e, ? LeCer irom MC/YYS (phone i222-8423) indkadng SAC detertninadon . . ? Code anaryab kdieattng: codes usad: occupaneY dmsNCadona; aetbaeks; ?mbmum albwabk aisa u parB R. per floor, type of construction (synoptls M anstruCtion umponsMs) 3; enry.a oeeupaney Iwds: exk synopab wilM a'diagwm 6idiatlnp sxitlip tads from eaeh'r . ..?,`,:•5?•????,,,^.Neorridors:PlumbinplMurss;andperkiny. ?rl, ^'s?01 ,.?a? :a . . ..??e;f ..? .(! .t,r.. . . '+t r' ..?•":." i .` DATE: 3?`17 WORK TYPE n t DESCRIRTION OF WORK: F?=? `? `•z?"' '`?- e S??v r SITEADDRESS LOT L3 ?BLOCK Street Add . . ,:, sq .. '.# rruk%w • , _._.... _.._. _??: - - . .. ......F,.ea . ? . .N .. _,. . . A'. ?? `" 0" . ?c ? ? .. ? PROPERTY Name V ? g= Q?Ie&un, ^? ? - ?,.,? Phone# "17 ,6 3.'?a ..__..OWNER_ . . - Street Address.'-`.18aoz. ,j .. . ??-- ' . . e - City: State ?vl?N Zp . , 553 4.... . 91 CONTRAC70R Company: ARCHITECT/ ENGINEER RECEIVED JUN 0 3 1997 BY: --------.:•.,:?_:. _ - n - za.i roEp w ? P,hone #: ' - _ ,i? `?4t».?"£•?Y:.li. City: _ s zip Company:TNM0.^ ??.e-11 AvkN+ec'F-s Phone#: `j`il'q30,3 .._ 9 S 33 Name: Regist'ration Street Address: 1$ z0 z-. City: W«vzy.fia State: ??» Zip: 65391 Sewer & water licensed plumber (only if installing sewer & water): I here6y acknowledge that I have read this application and state that the information is correct and agree to comply with all applicable State of Minnesota Statutes and City of Eagan Ordinances. Signature of Applicant: ?-?-t? 9• g-----?? . .: : ... , . ..... . O,FFICE USE ONLY ?.• . ? ? r` 5 BUILDING PERMIT TYPE .3tuAcrr;4yt 0 01 Foundation o 19 Comm./lnd. Misc. .o ..,21. Miscellaneous 18 Comm./lnd. 0 20 Public Facility ." . t :kWORKsTYPE .c ? n. . , g z?tfv ••re,+ 4,. ? 3;s+s r ,,, ra,.;::s , t -?_+a µ? 1 ? d.? ffiuiu+7 ,s_AY.,,, = . ? m _ •!?a9 9 ..? :? .?.d'2 . ?a.., w:?? f'r . +s i r rs !: s ^?'?Crz - t 5L?7? _: , ? t . 91 . New a 33 Alterations nt• ? f ya "?•?35?'?°Tenarrt Finish . :. , ? 32 Additien ' 0 34 _o..._:?.37.Demol'iUon;.` .., . _.?...,._. . .,. GENERAL INFORMA7IAN - ° - , ' . v .f onst C -z(Actual)_t gagementsq-ft ?_ ? --?^°MC/WSSqsfem (Aliowabie) r?Y First Fborsq.-ft .- y Wateru q?ft?f _eSpnn eed???'??? „ :, . ., Zornng _? ? , _- sq.:ft t ` ,.?.;: '.CensU?Code # of Stones?^? $q°ft 77 SAC Code 3 p Length 2 ' sq •Bldg . _?_., Census Census Urnt /. ' .. `. Footpnnt sq ft —APPROVAtS ? _ _ .... ° . _. . ?....._ . °•? ? - Planrnng Building ` Engineenng +Variance ? , wK ..,i :. ??? ,,..._. : , . .. . ? ? . _ . . .. ...?.., . . . . ...„._... . ,__ _ _ _ .. ... .. ,. -- .?., , ? Permit Fee -...: -.w 7- 7 .5? . <?::.yValuation: , Surcharge ? 8d. o b ?- Review - .... _ ,3, / 6'f' a_'y 3 ? . _ --- - -- -- -_ , - MCNVS SAC _u /so a -? 9S City_SAC .; ? , ,:...- 3 0 -• 3 ??t ' ? ?O ' ._.. ... . ? ?-°V1/ater Conn. _, ,_ .. . ,.. -?^ SNV Permit /o 0 _ ?... ---..__ _ ._ • _.. -- _.__ _._ _.. _ _ _ . S/W Surcharge ,So Treatmerrt PL /S 3 '?,e rf? - __.?a?-Nn+t-----"" Park Ded. ? Trails Ded. Water Qual. - ;-- : Other -.,,S?voo clrc?;.,? ... JceGL" r;fiy Copies _ , . . _ Totai: % SAC O ? o..e. :,w .. . . - - - - SAC Units 3 7 Meter Size y ANERICAN ENGIfiEERING TESTING, INC, CONSULTANTS • GEOTECHNICAL o MATERIALS o ENVIRONMENTAL RECEIVED DEC 0 8 1997 REPORT OF PROJECT TESTING SERVICES PROJECT: REPORTED TO: HOULIHAN'S RESTAURANT WHEATSTONE RESTAURANT GROUP EAGAN PROMINADE 18202 MINNETONKA BOULEVARD EAGAN, MINNESOTA DEEPHAVEN, MN 55391 AET JOB NO: 97-2344 ATTN: WILLIE ANDERSON CC: HOAG, HAYMAN, & KOECHEL, INC. DATE: DECEMBER 5, 1997 CITY OF EAGAN INTRODUCTION This repoft presents the results of the soil observations and testing we performed at the referenced project. Our services were conducted on a part-time basis. The scope of our work was lnnited to the following: • Observing the soils in the bottoms of the excavauons for the new building. • Conducting compaction tests in previously placed fill encountered within the building area and in fill recendy placed by the excavating contractor to attain footing and floor grades. • Perform compressive strength testing of concrete test cylinders. • Observe welded and bolted connections for the structural steel frame, steel joists, and roof deck. • Summarizing the results of our services in a written report. Our work on this project was authorized by Mr. Darell Munkvold with Hoag, Hayman, and Koechel, Inc. 'AN AFFIRMATIVE ACTION EMPLOVEF' 2102 Unlversity Ave. W. . St. Paul, MN 55114 . 612-659-9001 . Fax 672-659-1379 Duluth . Mankato . Rochester . Wausau 1 A AET #97-2344 - Page 2 DFSIGN INFORMATION We understand or assume that the building under construction: • Will be one story in height. • Will use slab-on-grade design with the floor at an elevation of 907.0. • Will be supported by spread footings designed using a maximum allowable soil bearing pressure no greater than 2,500 psf. • Will have normal tolerance to settlement. • Will be constructed in accordance with applicable building code requirements. Deviations from the above design information could necessitate altering our conclusions and recommendations. Contact us if the information stated is different from the actual design. Elevations and locations presented in this report were referenced to grade and off-set staking provided by the contractor. BACKGROUND INFORMATION Previously, a subsurface exploration program was performed at the referenced site by American Engineering Testing, Inc. (AE'1). The resulu were presented in our July 19, 1996, report (AET #96-1830D). Also, during original site grading for the Promenade Development, a 60' by 100' rectangular building pad, designated as Restaurant "D", was prepazed. Tlus prepamd area roughly overlaps the south half of the new Houlihan's Restaurant building footprint. The results of our excavation observations were presented in our July 31, 1996, report (AET#96-641). Grading over the northern part of the building was conducted in May of this year. The results of our excavation AET #97-2344 - Page 3 observations were included in our June 11, 1997, report (AET N97-641). Refer to these documenu for pertinent background information. FX AVATION OBSERVATIONS We observed the excavations for the building during the period from July 17 to August 11, 1997. We were not present at the site on a full-time basis. Our observations consisted of intermittent visits to the site, which were coordinated with the contractor. In conjunction with observing the bottoms of the excavations, we conducted shallow hand auger borings and hand cone penetrometer probes in the bottoms of the excavations. The soils encountered were classified in general accordance with ASTM:D2488. Estimates were made of the strength of the soils based on their resistance to advancement of the hand auger, and from the hand cone penetrometer readings. The soils exposed in the excavation bottoms were judged to be fill soils and naturally deposited sands (SP). Hand cone peneuometer probes conducted in the naturally deposited soils indicate they should have sufficient strength to support the 2,500 psf foundation loadings. We performed hand cone penetrometer probes and compaction tests in the fill soils. That testing generally indicated that the fill was adequately compacted, although some localized areas of soft fill were observed. The soft fill azeas were located at the southwest building corner (below footing grade), and within the cooler/service yazd room (below floor grade). We understand that the soft fill was removed. We did not observe t6at additional excavating. The excavation bottoms were at design grades, which varied from elevations 907 to 903. Water was not present in the bottoms of the excavations. , AET #97-2344 - Page 4 FILL COMPACTION TES'I'ING During the period from July 17 to August 12, 1997 we conducted twelve (12) densiry tests in the fill placed to attain footing and floor grades. The density tests were conducted on an intermittent trip basis. The field density tesu were evaluated against the laboratory Standazd Proctor maxunum dry density (ASTM:D698) to azrive at a percent compaction level for that test location. The results of the tests, which aze attached, indicate that the recommended compaction level was ultimately met or exceeded at the locations and elevations tested. Areas where tests indicated insufficient compaction was attained with the initial compacLive effort were reworked until a subsequent test (designated retest) indicated the recommended compaction level had been achieved. The reworking consisted of removal of wet fill and replacement and compaction of drier fill. CONCRETE TEST'ING We performed compressive suength testing of concrete test cylinders, cast by the contractor, for concrete placed for the footings and floor slabs. The results of these tesu were presented in our reports of compressive strength of cylindrical concrete specimens, copies of which are also attached. The test results indicate that all 28-day test cylinders have met or exceeded the 28-day design compressive strength. OBSERVATIONS OF WELDED AND BOLTED CONNECTIONS In September and October 1997, we observed the high-strength bolted connections and welded connections at the project site. The bolted connections were for the structural steel frame and the welded connections included bar joist to steel frame welds, and deck welding. The results of our AET /{97-2344 - Page 5 testing were presented in our Report of Welded and Bolted Connections Observations (dated October 6, 1997), a copy of which is attached. As stated in the report, the field welded and bolted connections were judged to satisfy the requirements of the project specifications and the referenced codes. The following sheets are attached and constitute an integral part of this report: • Earthwork Quality Control Information. • Freezing Weather Effects on Building Construction. To protect the client, the public and American Engineering Testing, Inc., this report (and all supporting information) is provided for the addressee's own use. No representations are made to parties otherthan the addressee. Our services for ttus project have been conducted to those standards considered normal for services of this type at tlus time and location. Other than this, no warranry, either express or unplied, is intended. Report Prepared By: Report Reviewed By: D. Mi r Michael P. McCarthy, PE Engineering Assistant Principal Engineer MN Reg. #16688 Ab1ERICAN ENGINEERING TEST[NG, INC. RFpORT OF DENSITY TESTS PROJECT: REPORTED TO: CONSULTANTS < GEOTECHNICAL • MATERIALS o ENVIRONMENTAL HOULIHAN'S RESTAURANT WHEATSTONE RESTAURANT GROUP EAGAN PROMINADE 18202 MINNETONKA BOULEVARD EAGAN, MINNESOTA DEEPHAVEN, MN 55391 AET JOB NO: 97-2344 ATTN: WILLIE ANDERSON CC: HOAG, HAYMAN & KOECHEL, INC. DATE: DECEMBER 5, 1997 CITY OF EAGAN FIELD DENSITY TEST DATA Method: Sand Cone (ASTM D1556) _; Nucleaz (ASTM D2422) X_ Note: Proctor values adjusted for variable gravel comem; and accordingly , values shown on Proctor list are noc necessazily the value used in calcula[ing % compacrion. Dry Moist. % Test Test Test Depth/ Dens. Cant. Oversize Proc. Percent SpeciFied N Date c i Elv ggi % Material No ompaction Minimum o . _ 1 7/17/97 Footings, SE building corner 95 103 17.3 6 3 SO 95 2 7/17/97 Footings, 10'N of SE building 95 119 10.4 16 4 961h 95 wrner 3 7/17197 Footings, 10' W of SE building 95 122 12.5 8 1 97'h 95 comer 4 7/18197 Retest of Nl 95 121 4.7 14 4 98'h 95 5 7/18/97 Footings, 20'W of SE building 95 132 5.7 12 5 971h 95 corner 6 8/12/97 Interior wall hackffll, 97 121 9.5 12 2 95 95 Grid K.2-7 7 8/12/97 Exterior wall backfill, 96 1221h 11.0 5 1 98 95 Grid E.8-11 8 8/12/97 Interior wall backfill, 99 103 9.0 8 3 84 95 Grid E-8 9 8/12/97 Interior wall backfill, 99 121 11.4 8 3 98 95 Grid H.9-1.3 'AN APPIRMATIVE AGTION EMPLOYEF' 2102 Universlty Ave. W. . St. Paul, MN 55114 . 612•659-9001 . Fax 612-659-1379 Duluth . Mankato . Rochester . Wausau . AET #97-2344 - Page 2 FIELD DENSTTY TEST DATA Note: Proctor values adjusted for variable gravel content; and accordingly, values shown on Proctor list are not necessarily the value used in calculating % compaction. Dry Moist. % Test Test Test Elev./ Dens. Cont. Oversize Proc. Percent Specified No. Date cauo D * pcf °o teria No- Comuaction Minimum 10 8/12/97 Interior wall bacldill, 98 1261h 11.7 12 2 99 95 Grid K.2-5.1 11 8112/97 Interior wall backfill, 98 1241k 11.8 12 2 98 95 Grid K.9-32 12R 8/12/97 Retest af #8 99 122 9.7 8 3 99 95 LABORATORY MOISTURE-DENSITY RELATIONS OF 50ILS (PROCTOR) Opt. Moisture Mae. Dry No. Soil Descriptiqn Method Content % Densitv ncf 1 Clayey sand, mostly fine grained, brown (SC) A 11.7 123.1 2 Clayey sand, fine ro medium grained, brown (SC) A 11.6 124.5 3 Silry sand, fine to medium grained, light brown (SM) A 12.8 121.5 Procedure & Method: Standard (ASTM D698) X; Modified (ASTM D1557) _ To protect the addressee, the public, and ourselves, this report (and all supporting informanon) is provided for the addressee s own use. No representations aze made to parties other than the addressee. /?/? Rev ? wed By James D. Miller REPORT OF COMPRESSIVE STRENGTH OF CYLINDRICAL CONCRETE SPECIMENS - ASTM:C39 PROJECT: HOULIHAN'S RESTAURANT EAGAN PROIMINADE EAGAN, MN REPORTED TO: HOAG, HAYMAN, & KOECHEL, INC. (3) 10125 CROSSTOWN CIRCLE SUITE 114 EDEN PRA?2IE, MN 55344 ATTN: DARELL MUNKVOLD CC: AET dOB NO: 97-2344 DATE: December 04, 1997 Set No: 5010 A- C Date Cast: 9/ 3/97 Mix No: Placement Information Cast By: Contractor Placement Method: Placement Lacation: Patio interior Plastic Properties Slump, in: (ASTM:C143) Air Content, %: (ASTM:C231) Concrete Temp. (F°): (ASTM:C1064) Concrete Suppiied By: Truck No: Date Received in Laboratory: 9/ 5/97 Cvlinder No. SOlOA SOlOB SOIOC Cvlinder Information Height (in.): 12.00 12.00 12.00 Diameter (in.): 6.00 6.00 6.00 Cross-sectional area (sq. in.): 28.27 28,27 28,27 Cylinder condirion/prepazation: Curing Informatioo Test date: 9/11/97 10/ V97 Lab Hold Days on site: 2 2 2 Days in curing: 6 26 Age at testing (days): 8 Z$ Test Information Load at failure (Ibs.): 105,100 134,940 Strength at failure (PSI): 3,720 4,770 Specified strength (PSI at 28 days): 4,000 4,000 4,000 Type of failure: Cone and Sheaz Cone and split Conformance: The 28-day test result meeu the required design strength. Reported by: A?-?, r ? , ater Y ng er _ REPORT OF COMPRESSIVE STRENGTH OF CYLINDRICAL CONCRETE SPECIMENS - ASTM:C39 PROJECT: HOULIHAN'S RESTAURANT EAGAN PROINIINADE EAGAN,NIN REPORTED TO: HOAG, HAYMAN, & KOECHEL, INC. (3) 10125 CROSSTOWN CIRCLE SiJIT'E 114 EDEN PRAIRIE, MN 55344 AET JOB NO: 97-2344 DATE: December 04, 1997 ATTN: DARELL MUNKYQLD CC: Set No: 5009 A Date Cast: 9/ 4J97 Mix No: Placemeot Information pl P ti i c rooer es ast Cast By: Contractor Slump, in: (ASTM:C143) Placement Method: Air Content, %: (ASTM:C231) Placement Location: Cooler floor Concrete Temp. (F°): (ASTM:CI064) Concrete Supplied By: Truck No: Date Received in Laboratory: 9/ 5/9"7 Cvlinder No. 5009A Cvlinder Information Height (in.): 12.00 Diameter (in.): 6.60 Cross-sectioaal azea (sq. in.): 28.27 Cylinder condition/preparation: CurinQ Informatioo Test date: ] 0/ 2/97 Days on site: 1 Days in curing: 27 Age at testing (days): 28 Test Information Load at failure (lbs.): 114,980 Strength at failure (PSI): 4,070 Specified strength (PSI at 28 days): 4,000 Type of failure: Cone and split Conformance: The 28-day test result meets the required design strength. Reported by: 6 iet y, rviaienats n eer REPORT OF COMPRESSIVE STRENGTH OF CYLINDRICAL CONCRETE SPECIMENS - ASTM:C39 PROdECT: HOULIHAN'S RESTAURANT EAGAN PROIIvIINADE EAGAN, MN REPORTED TO: HOAG, HAYMAN, & KOECHEL, INC. (3) 10125 CROSSTOWN CIRCLE SUITE 114 EDEN PRAIRIE, MN 55344 ATTN: DARELL MUNKVOLD CC: AET JOB NO: 97-2344 DATE: December 04, 1997 Set No: 5008 A Date Cast: 9/ 4/97 Mix No: Placement Information Plastic Prooerties Cast By: Contractor Slump, in: (ASTM:C143) Placement Method: Air ContenG %: (ASTM:C231) Placement Lacation: Service yazd Coocrete Temp. (F°): (ASTM:Ct064) Concrete 5upplied By: Truck No: Date Received in Laboratory: 9/5/97 Cviinder No. SOOSA Cvlioder Information Height (in.): 12.00 Diameter (inJ: 6.00 Cross-sectional azea (sq. in.): 2827 Cylinder condition/prepazation: Curin¢ Information Test date: 10/ 2/97 Days on site: i Days in curing: 27 Age at tesiing (days): 28 Test Informatioo Load at failure (lbs.): 121,920 Strength at failure (PSI): 4,310 Specified strength (PSI at 28 days): 3,500 Type of failure: Cone and split Conformance: The 28-day test result meets the required design strength. Repor[ed by: t ? ? ?d?-.r?, 6 et y, ate s g er REPORT OF COMPRESSIVE STRENGTH OF CYLINDRICAL CONCRETE SPECIMENS - ASTM:C39 PROJECT: HOULIHAN'S RESTAURANT EAGAN PROIMINADE EAGAN, MN REPORTED TO: HOAG, HAYMAN, & KOECHEL, INC. (3) 10125 CROSSTOWN CIRCLE SUI1'E 114 EDEN PRAIRIE, MN 55344 ATTN: DARELL MUNKVOLD CC: AET JOB NO: 97-2344 DATE: December 04, 1997 Set No: 5007 A Date Cast: 9/ 3/97 Mix No: Ptacement Intarmatioo Pl ti P ti es as c roper Cast By: Contractor Slump, in: (ASTM:C143) Placement Method: Air Content, %: (ASTM:C231) Placement Lacation: Base SL freezer Concrete Temp. (F°): (ASTM:C1064) Concrete Supplied By: Truck No: Date Received in Laboratory: 9/ 5/97 Cvlinder No. 5007A Cvlinder Information Height (in.): 12.00 Diameter (inJ: 6.00 Cross-sectional azea (sq. in.): 28.27 Cylinder condition/prepazation: Curine Information Tast date: 10/ 1/97 Days on site: 2 Days in curing: 26 Age at testing (days): 28 Test Information Load at failure (lbs.): 117,820 Strength at failure (PSI): 4,170 Specified strength (PSI at 28 days): 4,000 Type of failure: Cone Conformance: The 28-day test result meets the required design strength. ReQorted by: a! " "'"' .°7 ??jfi? 6 iet y, at rcTial'si?gtne REPORT OF COMPRESSIVE STRENGTH OF CYLINDRICAL CONCRETE SPECIMENS - ASTM:C39 PROJECT: HOULIHAN'S RESTAURANT EAGAN PROIMINADE EAGAN, MN REPORTED TO: HOAG, HAYMAN, & KOECHEL, INC. (3) 10125 CROSSTOWN CIRCLE SUITE 114 EDEN PRAIItIE, MN 55344 AET JOB NO: 97-2344 DATE: December 04, 1997 ATTN: DARELL MUNKVOLD CC: Set No: 5006 A Date Cast: 8/28/97 Mix No: Placement Information ti P ties Pl roner as c Cast By: Contractor Slump,in:(AS1'M:CI43) Placement Method: Air Content, %: (ASTM:C231) Placement Location: Floor E 1/2 Concrete Temp. (F°): (ASTM:C1064) Coocrete Supplied By: Truck No: Date Received in Laboratory: 9/ 5/97 Cvlinder No. 5006A Cvlinder Information Height (in.): 12.00 Diameter (in.): 6.00 Cross-sectional area (sq. in.): 28.27 Cylinder condition/prepazation: Curine Information Test date: 9/25/97 Days on site: g Days in curing: 20 Age at testing (days): 28 Test Information Load at failure (Ibs.): 122,320 Strength at failure (PSI): 4,330 Specified strength (PSI at 28 days): 3,500 Type of failure: Cone Cooformance: The 28-day test result meets the required design sorength. Reported by: M? * etK?i y,ate als n meer 6 REPORT OF COMPRESSIVE STRENGTH OF CYLINDRICAL CONCRETE SPECIMENS - ASTM:C39 PROJECT: HOULIHAN'S RESTAURANT EAGAN PROIMINADE EAGAN, MN REPORTED TO: HOAG, HAYMAN, & KOECHEL, INC. (3) 10125 CROSSTOWN CIRCLE SLTITE 114 EDEN PRAIRIE, MN 55344 ATTN: DARELL MUNKVOLD CC: AET JOB NO: 97-2344 DATE: December 04, 1997 Set No: 5005 A Date Cast: 8/27/97 Mix No: Placement Information ti P ti Pl c roaer es as Cast By: Contractor Slump, in: (ASTM:C143) Placement Method: Air Content, %: (ASTM:C231) Placement Location: Floor W/S Coocrete Temp. (F°): (ASTM:C1064) Concrete Supplied By: Truck Na: Date Received in Laboratory: 9/ 5/91 Cvlinder No. SOOSA Cvlinder Inforroation Height (in.): 1100 Diameter (in.): 6.00 Cross-sectional area (sq. in.): 28.27 Cylinder condition/preparation: Curin2 Informatioo Test date: 9/24/97 Days on site: 9 Days in wring: 19 Age at testing (days): 28 Test Information Load at failure (lbs.): 122,520 Strength at failure (PSI): 4,330 Specified strength (PSI az 28 days): 3,500 Type of failure: Cone Canformance: The 28-day test result meets the required design strength. Reported by: 41i?-- 6 iet y, at na g eer REPORT OF COMPRESSIVE STRENGTH OF CYLINDRICAL CONCRETE SPECIMENS - ASTM:C39 PROJECT: HOULIHAN'S RESTAURANT EAGAN PROIMINADE EAGAN, MN REPORTED TO: HOAG, HAYMAN, & KOECHEL, INC. (3) 10125 CROSSTOWN CIItCLE SUIT'E 114 EDEN PRAIRIE, MN 55344 ATTN: DARELL MUNKVOLD CC: AET JOB NO: 97-2344 DATE: December 04, 1997 Set No: 5004 A Date Cast: 8/27/97 Mix No: Placement Information ti pl ti P es as c roner Cast By: Contractor Slump,in:(ASTM:C143) Placement Method: Air Content, %: (ASTM:C231) Placement Location: Floor W 112 Coucrete Temp. (F°): (AS1'M:C1064) Concrete Supplied By: Truck No: Date Received in Labaratory: 9/ 5/97 Cvlinder No. 5004A Cvlioder Information Height (in.): 12.00 Diameter (in.): 6.00 Cross-sectional azea (sq. in.): 28.27 Cylinder condition/prepazation: Curin¢ Information Test date: 9/24/97 Days on site: 9 Days in curing: 19 Age at testing (days): 28 Test Information Load at failure (lbs.): 125,980 Strength at failure (PSI): 4,460 Specified strength (PSI at 28 days): 3,500 Type of failure: Cone aud Sheaz Conformance: The 28-day test result meets the requ'ued design strength. Reported by: Lkse?. ?? 6 at7Gl?na7s EHgmeer REPORT OF COMPRESSIVE STRENGTH OF CYLINDRICAL CONCRETE SPECIMENS - ASTM:C39 PROJECT: HOULIHAN'S RESTAURANT EAGAN PROIMINADE EAGAN, MN AET JOB NO: 97-2344 DATE: December 04, 1997 YA-?_4 ??4 aaLt'-j Kie'?'Cy, fGlaterials tng er Set No: 5003 A- D Date Cast: 7/30/97 Mix No: Placement Information plastic Properties Cast By: Coutractor Slump, in: (ASTM:C143) Placement Method: Air Content, %: (ASTM:C231) Placement Location: Footings and Piers Concrete Temp. (F%: (ASTM:C1064) Cancrete Supplied By: Truck No: Date Received in Laboratory: 7/31/97 Cvlinder No. 5003A 50038 5003C 5003D Cvlinder Information Height (in.): 12.00 12.00 12.00 12.00 Diameter (in.): 6.00 6.00 6.00 6.00 Cross-sectional azea (sq. in.): 28.27 28.27 28.27 28.27 Cylinder condition/preparation: Curine Information 'Cest date: 8/ 6/97 8/27/97 8/27/97 Lab Hold Days on site: 1 1 1 1 Days in curing: 6 27 27 Age at testing (days): 7 28 28 Test Information Load at failure (Ibs.): 66,540 109,300 112,160 Strength at failure (PSI): 2,350 3,870 3,970 Specified shength (PSI at 28 days): 3,000 3,000 3,000 3,000 Type of failure: Cone Cone and split Cone Conformance: The 28-day test result meets the required design strength. Reported hy: REPORTED TO: HOAG, HAYMAN, & KOECHEL, INC. (3) 10125 CROSSTOWN CIRCLE SUITE 114 EDEN PRAIRIE, MN 55344 ATTN: DARELL MTJNKVOLD CC: 6 REPORT OF COMPRESSIVE STRENGTH OF CYLINDRICAL CONCRETE SPECIMENS - ASTM:C39 PROJECT: HOULIHAN'S RESTAURANT EAGAN PROIMINADE EAGAN, MN REPORTED TO: HOAG, HAYMAN, & KOECHEL, INC. (3) 10125 CROSSTOWN CIRCLE SUITE 114 EDEN PRAIIIIE, MN 55344 ATTN: DARELL MUNKVOLD CC: AET JOB NO: 97-2344 DATE: December 04, 1997 Set No: 5002 A- C Date Cast: 7/21/97 Mix No: Placement Information Plastic Prooerties Cast By: Contractor Slump, in: (ASTM:C143) Placement Method: Air Content, %: (ASTM:C231) Placement Location: pqers Coocrete Temp. (F°): (ASTM:C1064) Concrete Supptied By: Truck No: Date Received in Labaratory: 7/24/97 Cvlinder No. 5002A 5002B 5002C Cvlinder Iniormatian Height (in.): 12.00 12.00 12.00 Diameter (in.): 6.00 6.00 6.00 Cross-sectional uea (sq. in.): 28.27 28.27 28,27 Cylinder coudition/prepazation: Curina Information Test date: 7/28/97 8/18/97 Lab Hold Days on site: 3 3 3 Days in curing: 4 25 Age at testing (days): 7 28 Test Informatioo Load at failure (lbs.): 77,140 123,560 Strength at failure (PSI): 2,730 4,370 Specified strength (PSI a[ 28 days): 4,000 4,000 4,000 Type of failure: Cone Cone Conformance: The 28-day test result meets the required design strength. Reported by: ?-- 4?1_) 6 iet y, a naTs t meet REPORT OF COMPRESSIVE STRENGTH OF CYLINDRICAL CONCRETE SPECIMENS - ASTM:C39 PROJECT: HOULIHAN'S RESTAURANT EAGAN PROIMINADE EAGAN, MN REPORTED TO: HOAG, HAYMAN, & KOECHEL, INC. (3) 10125 CROSSTOWN CIRCLE SUITE 114 EDEN PRAIItIE, MN 55344 ATTN: DARELL MUNKVOLD CC: AET JOB NO: 97-2344 DATE: August 15, 1997 Set No: 5001 A- B Date Cast: 7/18/97 Mix No: Placement Information Plastic Prooerties Cast By: Contractor Slump, in: (ASTM:C143) Placement Method: Air Cootent, %: (ASTM:C231) Placement Lacation: Footings Concrete Temp. (F°): itgffiWtd%*plied By: Truck No: Date Received in Laboratory: 7124/97 Cvlinder No. SOOIA 5001B Cvlinder Information Height (in.): 12.00 12.00 Diameter (in.): 6.00 6.00 Cross-sectional area (sq. in.): 28.27 28.27 Cylinder conditioo/prepararion: Curina IuPormation Test date: 7/25197 8/15/97 Days on site: 6 6 Days in curing: 1 22 Age at testing (days): 7 28 Test Information Load at failure (Ibs.): 63,100 142,080 Strength at failure (PSI): 2,230 5,030 Specified strength (PSI at 28 days): 3,000 3,000 Type of failure: Cone and Sheaz Cone Conformaoce: The 28-day test result meeu the required design strength. Reported by: L 11,4 e atena s L PROJECT: REPORTED TO: HOULIHAN'S RESTAURANT WHEATSTONE RE3TAURANT GROUP EAGAN PROMENADE 18202 MINNETONKA BLVD EAGAN, MN DEEPHAVEN, MN 55391 AET JOB NO: 97-2869 :ATTN: WILLIE ANDERSON DATE OCTOBER 6, 1997 CC: HOAG, HAYMAN & KOECHEL INC DARELL MUNKVOLD Date of Observations: September, October, 1997 Reference Documents: Drawings available on site. AWS Dl.l and D1.3 Structural Welding Code. AISC Specification for Structural Joints Using ASTM A325 or A490 Bolts. Personnel: Kenneffi L. Rand, SNT-TG1A I.evel II, AWS CWI. Scope of Work: Visually observe field welding of structural steel and baz joists. Visually observe roof deck welding and fasteners. Visually observe high strength bolted connections for washer installation and ply contact. Test Methods: Visual weld observations were performed in accordance with the requirements of 3ection 6 of the 3tructural Welding Code (Steel), or Section 7 of the Structural Welding Code (Sheet Steel). Individual welds were judged for quality, size and length. Any weids mazked for repair were brought to the attention of the contractor. Following repair, all welds initially marked deficient were re-observed and judged satisfactory. The high-strength bolted connections were observed for intimate contact of all plies and that a washer was installed behind or under the mit. The bolts used were of the alternative design intended to indicate a predetermined tension or torque. Within the specified scope, all bolts were observed to determine if the tension indicators were fractured as required by the referenced codes and the project specification. AET Jf97-2869 - Page 2 Results: Upon final observations, field welding of structaral steel and bar joist connections satisfied requirements of above referenced code and project specificarions. Deck welding and mechanical fasteners satisfied above reference code and project specifications. Visual observations of accessible bolted connections indicate washers were instailed and all plies were in intimate contact. Remarks: Our work was authorized by Willie Anderson, Wheatstone Restaurant Group. Report Prepared By: Report Reviewed By: 114W.Ii- sUA-T ? Kenneth L. Rand Mark Sandvig NDT Technician Department Manager EARTHWORK QUALITY CONTROL INFORMATION E2rreVA1'ION BAS EVALUATION ludgmenu of supporting soils are based on soils ezposed, and on local sampies of soils retrieved by hand augering and probing. Because condirions in the subsurface are hiddea, it is not possibie to fiilly characterize the subsarface condidons. Therefore, the client must accept thaz our judgments aze limited to rhose soils which are directly observable to us. As soil condidons may be variable az depth, it is bes[ thaz excavarion base observarion be aided by deeper explora[ory resc borings (usually done prior ro consuuction). Al[hough these deeper borings may not rotally reveai what is in the subsurface, they greazly reduce the risk of deepes poor soils going undecected. The presence of ground water within the ezcavation can aLso limit the supporting soil evaluation process. Also, if sranding ground wazer is present, there is a risk w the clien[ t6ac compressible soIls may noc be observed and remaia beneath the warer during euavarion. The compressibie marerials can become trapped beoeacfi or within the subsequeady placed fill. FRTINStrucrural fill placement is commoniy moniwred by perfocming local compacdon tesu, which en[ails comparing a field density test to a laboratory Procmr tcst to atrive az a percent campacrion. Densiry tests of fill only provide the compaction level of the 5ll at the locadon and elevarion of the test. As many factots conavl compacrion, such as fill lift thickness, moisture conten[, material type and compactive effart, compaction variatian within fill can exisc which may not be represented by the tesrs. Densiry (compaction) tesrs are cansidered representadve wheu used in a cousciendous program of controlled fill placement, where the faccors influencing compaction are ciosely monitared. Conclusions about fill suitability to support sttuctural loadings from the rcgullts of a limited number of compaciion tests includes increased risk, unless the individual drawing the conclusions has compleu Imowledge of the afoce-mendoned variables dming placement. For t6is reason, part-dme testing on a`trip" basis inciudes more risk to the cllent than "full-dme" moaitoring/usang. nvcnSIZIN Smictural elemenrs also eun loadings laterally; and because of this, the ezcavazion and subsequent fill system needs to be oversized to acc:ommodare these laadings. The exteo[ of lateral oversizing is normally associazed with the movemenc seasidviry of the saucnue and the strength/compressibiliry properries of the soils rema;n;ng along the euavation sidewalls. Oversizing on the order of 1(horimmat):1 (verrical) is rypically provided for foundations in "normal" conditions. However, oversizing on the order of 1'h:l or more is ucualiy needed in highly compressible situations such as swamp deposits. AET dces not pracrice ia the field of surveying and must rely on locarion and elevaaon staldng of praposed construcrion by the client or tbeir represemative. Our mPaa»ens m the field aze made in mlazion to those stakes or other locarion and elevadon information provided to us. The reliabdiry of AET's opinions, conclusions and recommendaaons based on [hose measurements is dependent on the accuracy of the sraking or informauon provided by che ciient or their representadve. xvcEZnvr ATAER Soils which are allowed to freeze will heave and lose densiry. Upon thawing, these soils will noc regain their fiill orianal strength and densiry. The exrem of heave and densiry/smengch loss depends on the soil rype and moisture coadition; and is usuaily more pmnounced in finer grained soils, aad parcicularly silty soils. Foundations, slabs, and other improvements affected by such frost movemencs should be protecred from fms[ inmLSion durmg freezing weacher. If fillmg rakes place during freezing weather, all froun soils, snow and ice shouLd be stripped from ail azeas to be filled prior m new fill placement; and the new fill should not 6e allowed to freeze during or after placement. For t}tis reason, it is usually more beneficial to perform excavate/re5ll operaaons during freezing weazher in smaller plan azeas whem gade can Ue attainad quickly rarher than working larger azeas where a lazge amaun[ of frnst strippmg may be needed. rrorrrmrro At crronnvm ntv rn.rrONTROLED F1LL Risks ue assacia[ed with supporting ssuctures on 5ll which has no[ been placed in a coutrolled and well documen[ed manner. Even where ezisting fill appeazs ro be well compacted (inciuding when soil borings have been performed), hidden poorer or loaser soils can potendalty exisc below ar within the fill; or previous euavauan and euension of the comQacted fill may not have been provided with sufficien[ oversize in alt directions to accommodate the neW' laterat loadings. Risks can be reduced by means of increasing the amount of testing and observations. 02FLD014(4/96) AMERICAN ENGllYEERIIYG TESTING, INC. FREEZING WEA1'HER EFFECTS ON BUII.DING CONSTRUCTION rF4ERaT. Secause wazer expands unon freezing and soils con[ain wazer, soiLs wirich aze allowed ro freeze will heave and lose demsiry. Uoon chawing, rhese soils will not regaia rheir originai sQengch and densiry. The ezcent of heave and densiry/saeng[h loss depeads on the soII rype and moisrure condition Heave is greater in soils wi[h higher percentages of fines (silu/ciays). Hi,,p' silt concenc soils aze mosc suscepdble, due to their high caniilary rise pocenrial which can creare ice lenses. Fine gained soils ;ene:aily heave abouc 1/4" co 3/8" for each fooc of fras[ penesarion. This can nausia[e to 1" [0 2" of total frost heave. 17vs total amounc can be sipificandy geafPr if ice lensing occurs. DpcTr_v rnNC7IlFRSTTQNS Clayey and silty soils can be used as perimeter backfill, although [he effecr of their poor drainage and frnst properries should be considered. Basemenc azeas will have sQecial draiuage and lazeral load iequirements which aze noc discussed here. Frost heave may be crirical in doorway areas. Stoops or sidewalks adjacen[ to daorvrays could be designed as scrucnual siabs sunporred on irosc foorings wirh void spaces below. With ihis design, movemens may then occur benveea che smicmral stab and the adjacea[ on-pade stabs. Yon-frost suscepdble sands (wi[h less than 129'o passing a#200 sieve) can be used below such azeas. Depending on the nmcnon of surroundiug ateas, the sand layer may need a ehickness aaosidon away from the azea wbere movemeat is cridcal. Wi[h sand placement over slower draining soils, subsuriace drainage would be needed for the sand ]ayer. High densiry exauded insuladon could be used witbin rhe sand co reduce frnst peneffarian. [hereby reducing rhe sand ttrickness needed. We caudon rhac insuiation placed near the suriace caa increase rhe potendal for ice ;la'? of the surface. The possible effecrs of adfreezmg should be coasidered if clayey or silty soils are used as backfill. Adfiercziing occurs when backnll adheres to rougtt surfaced foumdation walls and lifrs the wall as i[ freezes and heaves. This accurrence is most common wirh masoary block waiLt, imheazed or poorly heaced building situarioas and clay backfill. The poeencial is also increased where backfill soils aze poorly compacted and become sanu'ated. 'Ihe risk of adfreezing can be decreased by placing a low fricrion separaoag layer between che wall and backfiil. Adfreezing can occur on exurior piecs (such as deck, fence or o[her similar pier foodngs), even if a smooth surface is provided. This is more likely in poor drainage si[uarions where soils become sa[ura[ed. Addirional footmg embedmenc aad/or widened foodn3s below rhe frnst zones (which includes rensile reinforcemenc) can be used to resist unlifr forces. Specific designs would require individual analysis. CONSTRUCTION CONSIT ERATIONS Foundarions, slabs and orher improvemeaa which may be affecred by irosc movements shou(d be insulated from frost penecrarion during freezing wearher. If filling [akes placa during &eezing weacher, all frazen sails, snow and ice should be srripped fram azeas ro be filled prior to new fill placemenc. The new 5ll should not be allowed to freeze during tcansit, placement or eompacdon. 17iis shouid be coacidered in the project schedaling, budgetiag and 9uann4' esumadng. It is usually beneficial to periorm cold wearher earthwork operarions in small areas whero giade can be a[tained quickly ra[her [han woriang larger azeas where agrearer amount of firos[ saipping may be needed• If slab subgrade azeas freeze, we recommend the subgade be [hawed priar ta floor siab placement. The frost acrion maY also require reworking and recompacuon of che thawed subgrade. :f.iti1SRRICAN INGIIYEEItING TFSTING, INC. ? Metropolitan Council Working for the Region, Planning for the Future Environmental Services June 12, 1997 Joe Voels Construction Analyst City of Eagan 3830 Pilot Knob Road Eagan, MN 55122 Dear Mr. Voels: The Metropolitan Council Environmental Services Division has deternuned SAC for the ; Houlihan's Restauran?to be located Eagan Promenade within the City of EaganThis project should be charged 37 SAC Units, as determined below. Charges: Restaurant (Full-Service) 236 seats @ 8 seats/SAC Unit Patio Dining 52 seats @ 8 seats/SAC Unit Bar 29 seats @ 23 seats/SAC Unit Ifyou have any questions, call me at 602-1113. Sincerely, L) '?dj a? (?J Jodi L. Edwards Staff Specialist Municipal Services Section JLE: 97061252 cc: S. Selby, MCES Carolyn Krech, Finance Department, Eagan 7ohn Siebert, Wheatstone Restaurant Crroup SAC Units 29.50 6.50 1.26 Total Charge: 3726 or 37 230 East Flf[h Street St Paul, Minnesota 55101-1633 (612) 222$423 FaY 229-2153 TDD/TTY 2293760 An Equal OpportunLLy ElripWyer s. REPORT OF COMPRESSIVE STRENGTH OF CYLINDRICAL CONCRETE SPECIMENS - ASTM:C39 PROJECT: HOiTLIHAN'S RESTAURANT EAGAN PROIMINADE EAGAN, N[N REPORTED TO: HOAG, HAYMAN, & KOECHEI„ INC. (3) 10125 CROSSTOWN CIItCLE SUIT'E 114 EDEN PRAIItIE, MN 55344 AET SOB NO: 97-2344 DATE: December 04, 1997 ATTN: DARELL MUNKVOLD CC: Set No: 5010 A- C Date Cast: 9! 3/97 Mix No: Placement Information Plastic Pmoerties Cast By: Conttactor Slump,in:(AS'I'M:C143) Placement Method: Air Content, %: (ASTM:C231) Placement Location: Patio interior Concrete Temp. (F°): (ASTM:C1064) Concrete Supplied By: Truck No: Date Received in La6oratory: 9/ 5/97 Cvlinder No. 5010A SOIOB SQIOC Cvlinder Information Height (in.): 12.00 12.00 12.00 Diameter (in.): 6.00 6.00 6.00 Cross-sectional area (sq. in.): 28.27 28.27 28,27 Cylinder condition/prepazation: Curine Informatioo Test date: 9lI1/97 10/ 1/97 Lab Hold Days on site: 2 2 2 Days in curing: 6 26 Age at testing (days): 8 28 Test Information Load at failure (lbs.): 105,100 134,940 Strength at failure (PSI): 3,720 4,770 Specified strength (PSI az 28 days): 4,000 4,000 4,000 Type of failure: Cone and Sheaz Cone and sptit Conformance: The 28-day test result meets the required design suength. Reported by: et y, ateria ng er 6 ? r ,. A1fERICAh ENCINEERII'G TESTING, [NC. CONSULTANTS • GEOTECHNICAL • MATERIAIS • ENVIRONMENTAL REPORT OF COMPRESSIVE STRENGTH OF CYLINDRICAL CONCRETE SPECIMENS - ASTM:C39 PROJECT: HOULIHAN'S RESTAURANT EAGAN PROIMINADE EAGAN, MN REPORTED TO_ HOAG, HAYMAN, & KOECHEL, INC. (3) 10125 CROSSTOWN CIRCLE SUI1'E 114 EDEN PRA[RIE, MN 55344 ATTN: DARELL MUNKVOLD CC: AET JOB NO: 97-2344 DATE: July 31, 1997 Set No: 5001 A- B Date Cast: 7/18/97 Mix No: Placement Information pl stic Properties a Cast By: Con[rac[or Slump,in:(ASTM:Cl43) Placement Method: AirContent, %: (ASTM:C231) Placement Location: Footings Coucrete Temp. (F°): (ASTM:Cl064) Concrete Supplied By: Truck No: Date Received in Laboratory: 7124/97 Cvlinder No. 500IA SOOIB Cvlinder Information Height (in.): 12.00 12.00 Diametec (in.): 6.00 6.00 Cross-sectional azea (sq. in.): 2827 2827 Cylinder condition/preparadon: Curine Information Test date: 725/97 8/15/97 Days on site: 6 6 Days in curing: t ZZ Age at testing (days): 7 28 Test Information Load at failure (lbs.): 63,100 Strength at failure (PSI): 2.230 Specified strength (PSI at 28 days): 3,000 3,000 Type of failure: Cone and Shear Conformaoce: I'ypicai svength/age relationships indicate the design strength will likely be achieved at the 28-day age. Reported by: 6 'AN APFIRMATIVE ACTION EMPLOYER' Ave. W. • SL Paul, MN 55114 . 612-659•9007 • Fax 612-659-1379 Duiuth •Mankato •Roches[er •Wausau l > . AMEeicAv ENGINEERING TESTI\'G, INC, CONSULTANTS • GEOTECHNICAL • MATERIALS • ENVIqONMENTAL REPORT OF COMPRESSIVE STRENGTH OF CYLINDRICAL CONCRETE SPECIMENS - ASTM:C39 PROJECT: HOULIHAN'S RESTACJRANT EAGAN PROIMINADE EAGAN. MN REPORTED TO: HOAG, HAYMAN, & KOECHEL, [NC. (3) 10 125 CROSSTOV?N CIRCLE SUIT'E 114 EDEN PRAIRIE, MN 55344 ATTN: DARELL MUNKVOLD CC: AET JOB NO: 97-2344 DATE: July 31, 1997 Cast By: Conhactor Slump, io: (ASTM:C143) Ptacemeot Method: Air Content, %: (ASTM:C231) Placemeot Location: Piers Concrete Temp. (F°): (ASTM:Ct064) Concrete Supplied By: Truck No: Date Received in Laboratory: 7/24/97 Set No: 5002 A- C Date Cast: 7/21/97 Mix No: Placement Information Plastic Properties Cvlinder No. 5002A 5002B 5002C Cvlinder Information Height (in.): 12,00 12.00 12.00 Diameter (in.): 6.00 6.00 6.00 Cross-sectional azea (sq. inJ: 28.27 28,27 28.27 Cylinder condition/prepararion: Curine Lnformation Test date: 728/97 8/18/97 Lab Hold Days on site: 3 3 3 Days in curing: 4 25 Age at testing (days): 7 Z$ Test Information Load at failure (lbs.): 77,140 Strength at failure (PSI): 2,730 Specified strength (PSI at 28 days): 'Cype of failure: Cone Conformance: The 7-day result is reported for informational use only. Reported by: 6 'AN APFlRMNTIVE ACTION EMPLOYER' Ave. W. . SL Paul, MN 55174 . 612-659-9001 • Fax 612-659-1379 Duluth •Mankato Rochester •Wausau ,. . I OPUSO Opus Architects & Enqineers, Inc. 700 Opus Center 9900 Bren Road East Minnetonka, Minnesota 55343 Mailing Address P.O. Box 59110 Minneapolis, Minnesota 55459-0110 (612)936-4660 FAX 935-1366 MEMORANDUM Date: 9/2/97 To: Willie Anderson - Northcott Company Dale Shoeppner - City of Eagan Dan Boie - Qpus Corporation Jay Scott - Opus Nothwest LLC From: Terry Korman - Opus Architects And Engineers, Inc. Re: Houlihan's handicap parking requirements I talked with Dale Shoeppner at the City Of Eagan about how to add 2 More handicap parking stalls at the Houlihan's restaurant site. I suggested that we take the first 3 parking stalis adjacent to the existing handicap stalls and stripe the center one and change the othertwo into handicap spaces. Dale approved of the suggestion. See the attached drawing below for what this looks like. Opus will issue a field bulletin to make this change. *dtV oF eagan THOMASEGAN Mayor PATRICIA AWADA BEA BLOMQUIST SANDRA A. MASIN July 9 1997 THEODORE WACHTER , . Council Members THOMAS HEDGES City Adminishator MR TRLTMAN HOWELL E. J. VAN OVERBEKE TRUMAN HOWELL ARCHITECTS Cify Clerk 18202 MINNETONKA BLVD #202 WAYZATAMI3 55391 , RE: HOULIHAN'S RESTAURANT 1294 PROMENADE PLACE LOT 3, B2, EAGAN PRpMENADE Dear W. Howell: We have completed our review of the construction documents submitted in pursuit of obtaining a building permit for the above mentioned project. This review is not intended to be an exhaustive and comprehensive repoR. 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. Two more handicap accessible parking spaces are required. Five aze required for the specific property; however, we will accept a total of four so Houlihan's will be uniform with the other two restaurants - U.B.C. Table A-11-A. 2. Please indicate required recycling space in the service yard - State Building Code 1300.4700. 3. One-hour occupancy separation is required between "B" and "S-1" occupancies. Provide drawings showing this separation between both the cooler and the dry storage. U.B.C. Table 3-B. 4. Smoke and fire dampers are required in ducts passing through one-hour occupancy sepazation walls - U.B.C. 713.10 and 713.11. 5. Signage noting "Fire Door - Do Not Block" is required on both doors leading from the patio - U.B.C. 713.13. 6. A ship's ladder leading to the roof is required - State Building Code 1300.4500. MUNICIPAL CENTER 3830 PILOT KNOB ROAD EAGAN, MiNNESO7A 55122-1897 iDD: (612) 454$535 THE LONE OAK TREE PHONE: (612) 681-4600.. . ..__ PAX'.(612) 681-4612 THE SYMBOL OF STRENGTH AND GROWTH IN OUR COMMUNIN Equal Opporiunity/AffirmpTive Action Employer MAINTENANCE FACILITV 3501 COACHMAN POINT EAGAN, MINNESOiA 55122 PHONE (612) 681-4300 FAX'.(612)681-4360 TDD: (612) 454-8535 If I can answer any questions or concerns you may have, please feel free ta contact me at 681- 4379. Thank you. Sincerely, 440t14 //???e? ? 7?- ? Franklin Martin Building Inspector FM/js cc: Building Inspectors . TO: PAT GEAGAN, CHIEF OF POLICE JON HOHENSTEIN, ASSISTANT TO THE CITY ADNIINISTRATOR DALE WEGLEITNER, FIItE MARSHAL ELECTRICAL IlYSPECTOR PUBLIC WORKS/ ENGINEERING DIVLSION /UTILITIES/STREETS GENE VANOVERBEKE, FINANCE DII2ECTOR R[CH BRASCH, WATER RESOURCES COORDINATOR MIICE RIDLEY, SEIYIOR PLANNER GREGG HOVE, SUPERVISOR OF FORESTRY c -- - FROM: DALE SCHOEPPNER, SEMOR INSPECTOR naTE: &lA//9l) The _ preiiminary ?onstruction plans for are in our plan review sectioa for your review and comment. Please return this form to Dale Schoeppner with your signed comments and the date of review. If you have any concerns with these plans, please so indicate on this form and notify and resolve these issues with the affected parties. If you are requesting that issuance of the building pemut be heid, please fill out the proper "hold" request form. Comments: Indicate any fees that aze to be collected with the building permit: AMOUNT ? Yes ? No landscape security required ? Yes ? No water quality dedication ZONYNG? ? Yes ? No park dedication ? Yes ? No trail dedicarion ? Yes 0 No tree dedication ? Yes ? No. Signature yll?\?_rc T>r?ti. - Or Date IS/FORMS-BLD/PLAN REVIEW/DALE S Akft? MEMO city of eagan TO: DALE SCHOEPPNER, SErTIOR INSPECTOR DALE WEGLEITNER, FIItE MARSHAL PAUL OLSON, SUPERINTENDENT OF PARKS PUBLIC WORKS/ENGINEERING DEPARTMENT NIKE RIDLEY, SEHIOR PLANNER DIANE DOWNS, iJTII.Tl'Y BILLING CLERK ROD JOHNSON, UTIIITTES FROM: BILI, BRUESTLE, SEIVIOR INSPECTOR DATE: NOVEMBER 13, 1997 SUBJECT: FINAL INSPECTION OF HOULIHAN'S CLX, B2, EAGANPRO_MENADE 1 The Protective Inspections Division will be perfomung a final inspection of 1294 Promenade Place on November 28, 1997. If you are requesting that the Certificate of Occupancy be held, please Sll out the proper hold request form. Failure to return the hold request form will be considered your approval. The person, or department, requesting the hold is responsible for notifying and resolving any problems with the affected parties. /js CD/kbldg ioap/Mna1 imp - mnun bldp DEC 05 '97 12:11 FR RM ENG TST ST PRUL 612 659 1379 TO 96814612 13 A IUMrCA,V IIM3Y6XiX=Wf6 Tzymqr. imr- F.AxTR.ANSiNuSS1oN P.0120 .'aAfMCAN ENMNEGNG Th3TiNG. fNC. 2 1 02 UtavE491Tt AvE+tUE WE`+r ss. PsuL- MN iSS t{ a .? fi I 2f65£r! 306 F.ax; 912J659-I379 Ta_ r3mc. 8Run sr-uE Aste: 1451177 COmpAOYI GTY OF FA'[.RN Pmge9: ;zO ,iw?& S1ti8 WveC SII?. Fvz R 6e1- yGrz nmaeT 48(-,VG7S From: Eatbaff D'nvt3fis[#: 659-13I1 Sabject l4»u4-i"Nt lPrrsraV,e,t..r-r COMME*li TS: gF Pa?"t OF ?'RaJf.4.f -FrSTr?rb SF..+eUtrf=5 G' R-f-L rYZ & (v s7 - !3 11 JF r'a v AwY pufi5?'l?cN S T,/lM MiLLAR. R-96% 612 659 1379 12-08-97 12:58PM P0C1 #44 DEC 05 197 12:12 FR RM ENG T5T 5T PRUL 612 659 1379 TO 96814612 P.02/20 REPORT OF PRQTECT TESTIlVG SER` PROJECT: REPORTED TO: HOULIHA,N'S RESTAURANT WHEATSTONE RFSTAURAIV'I' GRUEiP EAGAN PROMINADE 18202MR94E'I'QNKA $OX7LEVARU E,4GAN, MINNESOTA DEEPHA'VEN, MN 55391 AET dOB NO: 97-2344 AT't'N: WTI.LIE ANDERS()N CC: HdAG, HAYMAN, &KOEQiII.., INC. DA'i'8: DECIINBER 5, 1997 CITY OF BAGAN Tfus report presenta the results of thc soil observaYions and testing we pcrforared at the refereaced project. Qur sexvices were conducted on a part-time basis. The scope of our work was limited to the following: • Observing the soils in the bottom of the excavatians for the new huilding. • Conducling compactiam tesls m previously placed fill encountered within ihe building erea and in fi.ll rerzntly placed by the excavating comractor to attain faatlng and tloor gracles. • Perfoim compressive atrength testing of concrete test Cyliaders. • Observe wolded and boltcd connections for the sh'uctural stxl frame, eteel joists, and raof deck. • 5uuunerizing the resuIts of our services in a wtit6en xeport. Our work on tLis project was anthoriud hy Mr. Tlarell Munkvold with Haas, Haynnan, and Kaechel, Inc. R=96% 612 659 1379 12-05-97 12:58PM P002 #44 DEC 05 '97 12:12 FR AM ENG T5T 5T PAUL 612 659 1379 TO 96814612 P.03i29 AET #97-2344 - P'age 2 DESIGN riNFORM TION We understand or Ass+,ry+P tl?at the building under constivction: • WiII be one story in height. • Will use slab-0n-gradc design with the floor at an e]e'vation of 907.0. • Will be supported by spread footings designed using a maximum allowable soil hearing pressure no greater than 2,500 psf. • Will have normel colerance to seWement. • Will be constencted in accordame wiCh applicable building code requirements. Deviations fYarn the zbove design information could necessitate altering our conclusions and reeommeadaripag, Coamc us if the informatian stated is different from the acmal design. Elevations and locations presented in this xeport were referenced to grade and aff-set skaking provided by the contractor. $ACKGRO i11Ti+'ORMATION Previously, a subsurPace exploration program Was perfarmed at the referenced site by American Et7gineering Testiug, Im. (AET). The iresults were presented in ovr July 19, 1996, report (AET #96-1830D). Also, during originsl site grading for the Promenade Development, a 60' by 100' rectangulaz building pad, deaignated as Restaurant "D", was Prepared. Th3s prepared azea rou$hFY overlaps the south Ira7f oY the new Houlftan•s Restauiant building fnotprirEt. The results oP our excavadon ohservation9 were pmsented in our rnly 31, 1996, report (ABT#96-641). Grading nver the nortiaeru part of the building was conducted in May of thie year. T5e resulls of our excavetian R=96% 612 659 1379 12-05-97 12:58PM P003 #44 PEC 65 197 12:12 FR qM ENG TST 5T PRUL 612 659 1379 TO 96814612 P.0420 AET #97-2344 - Page 3 observations wera inctuded in our June 11, 1997, report (AET #97-641). Refer W these documents far pertinent baclground information. We obsetved the excavations for the building during the period from July 17 to August 11, 1997. Wc were not present at the site on a full-time basis. pur observationa consiated of 9ntermitCent visits to the site, which were coordinabed with the conrractor. In conjunction with obsetving the botboms of the excavadons, we conducted shallow Iand auger boringe and hand cone penetrometer probes in the Uottoms of the exc$vat9on5. The soils encountered wexe claasified m general accordanoe wiih ASTM:D2488. Bst'vmates weze made of the strength o:f the soils based on their resistance tv advancement of the hand auger, and from the hand cone penetsometer readinga. The soils exposed in tlie excavation bottoms were jndged to be fill soils and naturaIly deposited sands (SP). Tiend cone penetrometer pmbes conducted in the nahually depoaited soils indicate they should have sufFicient strength to support the 2,300 psf foundation loadings. We performed hand cane petaed[ometer probes and compaction tests in ihe fill soils. Thaf testing generally indicated that fle fill was adequately compactBd, although some lecatized areas of soft fiIl were obaerved. Trie soft fill aseas were located at the aauthwege building Camner (below footing grade), and within the coolerlservice yard raom (bdow fioor grade). We understand dat the soft fi11 was removed. We did mot observe tbat additionat excavatitag. 1he excavation botloms were at deaign grades, which varied from elevations 907 to 903. R'ater was not yresent in the bottoms of the excavat3ons. R-98:6 612 659 1379 12-05-97 12:58PM P004 #44 DEC 95 '97 12:13 FR RM ENG TST ST PRLJL 612 659 1379 TD 96814612 P.95/20 AET #97-2344 - Page 4 FII.L CQMPACTION TESTING During the period fro?n July 17 to August 12, 1997 we conducted twelve (12) density tests in the fill placed to attain footmg and floor giades. The deasity tests were conducted on aa i:niermittent trip hasis. The fi.eld deusity teet8 wexe evaluated against the labolatory 3tanclsrd Proctor maximum dry density (ASTM:D698) w arrive at a percent compactioa level for that test location. The resulta of the tests, whiCh are attaChed, mdicate that the recommended COmpaCtion leve3 was ultimately met or exceedect at the locations and elevatioas tested. Areas where tests indicated ineufPicient cwmpaction was auained with the inltiel compacrive efFort were reworked untii a suhsequent test (designated retest) indicated the recommended comipacdon level had been achieved. The reworking consisted of semovsl of wet fiIl and replacement and compaction of drier fill. CONCRETE TE5TIlVG We performed compressive atrengtb testing of concrete test cylinders, cast by d?e contractor, far concrete placxxi for tRe footings and floor slabs. T'he reaulta of these tasts were presented iu aur ieports of compressive suength of cylindriCal Concrete specimens, copies of whicb are also attached. The test resulrs indicate that all 28-day test cylindera have met ox exceeded the 28-day design cflmpressive strength. OBSERVATIONS OF WEY..DED AND BOLTED COMNECTIONS In September and October 1997, we observed the lugh-strength bolted coanections and welded connections at the project siYe. The bolted conaections were for the structural steel ftme and rhe welded cvnneCtipng included bar joist to ate;el frame welds, and deck welding. The resutTS pf our R=9796 612 659 1379 12-05-97 12:58PM P005 Si44 PEC 05 197 12:13 FR RM ENG TST ST PFUJL 612 659 1379 TO 96814612 P.06/20 AST #97-2344 - Page 5 testing were presenfed in our Report of Welded and Bolted Connections Observations (dated Ocroher 6, 1997), a copy of wLich is atrached. As smtcd in the xeport, the fteld welQed and bolted com?ectioae were judgeQ to satisfy the requiremnTs of the project 9pec,-ificalions and the xeYerenCed codes. The following sheets are attached and constitute an integral part of this report: • Earthwork Qua.liry Conirol Tnformation. • Preezing Weather Effecis an Building ConstNCdon. To protect the client, the public &W pmCSiqu $ngint}*ing Testing, Inc., this teport (azud all sugportmg infarmation) is provided Por [he addressee's own use. No representatious are made w parties other than the addressee. Our services for this project have been conducted to those staodards considered normat for servicea of this type ak thiB time and location. Other thait dris, no warranty, either express or implled, is intended. RePort PrePared By: ? I . Mil r Seni EngineeTing Assistant R=g 6:6 Tiepart Reviewed By: Michael P. McCarthy, PE ? Pcincipal Bn$ineer MN Reg. #16688 612 659 1379 12-05-97 12:58PM P006 #44 pEC 05 '97 12:13 FR RM ENG TST ST PqUL 612 659 1379 TO 96814612 1tEPaBT OF DFNSITY'I'ESTfi PROJECT: FTOULIHAN'S RESTAURANT EA4AN PROMINADE EAGAN, MINIVRSOTA AET JUB NO: 97-2344 5. 1997 REPORTED TO: P. 0720 WFEATSTQNE RE5TAURANT (3ROUP 18202 MINNETONKA BOULEVARD nEEPHAVEN, MN 55391 ATTN: WTLLIE ANDF,RSON CC: HOACr, HAI'MAN & KOECFiEL, INC. DATA MatLod: Send Cam (ASTM D1556) ._,_,; Nuclear (ASTM D2922) X Nate: Procmr values adjueted Sor variahle gravel conrtwrt; and accordinglY, values shovvn an Procwr lisl am aot ncccYSSSiIy tha valua used 3n calculatmg % compacNon. Dry Moist. % Tesl Tcst Tes[ Dtplh/ Dens. Co[tt. pverelze Proc. Petcent Spedfied lyR. D3SG ?cati P.1eL AGL _%-.? Matefi No. Cmmpacticm MjpjtpyTp t 7/17/97 Pootinga, SS buUding corner 93 103 17.3 6 3 SO 95 2 7l17/97 FooHngs, 10'N of S& hutl9ing 95 119 10.4 lfi 4 96?h 93 comet 3 7117197 FopOiqgg, 10'W af SS buildimg 95 122 12.5 8 1 971h 95 wmm 4 7/18/97 Retestofk7 95 121 4.7 14 4 98?f? 45 5 7/18/97 Pootmgs, 20' W of 3E bOding 95 132 5.7 12 3 97'!i 93 r.orncr 6 8112197 Taterior wall beckfill, 97 121 9.5 12 2 95 95 Grid K.2-7 7 8112197 Exterlor wall backflll, 96 1221A 11.0 5 1 98 93 Grid E.8-11 8 81I2/97 Interiorwailbactfill, 99 103 9.0 8 3 84 93 Grid E-8 9 8/11I97 Interior wall bsckfip, 99 121 11.4 S 3 98 95 Grld H.9-1.3 R-969b 612 659 1379 12-05-97 12:58PM P007 #66 pEC 05 '97 12:13 FR AM ENG TST ST PRl1L 612 659 1379 TO 96614612 P.08/20 AET #97-2344 - Page 2 F1ELb DEN3ITY'TEST DATA Notc: Proctar values adjustcd fur varixb[e Savei contcnt; and acwrdingly, valuae evown an Procror lixt are not neoessazily tbe value used 1n caiculazing 96 compacGOn. Dry Moist. % Tost Teet Test Elev./ Dea.q. CoM, Oveisiza Proc. PerceIIt Specified Na. p,M T&ca' DOA! c?f % MSimw f1B,. ram= Mimmum lb 8l12197 Tnrerior w811 baclknll, 98 126'h 11.7 ia 2 99 93 Grid K.2-S.! 11 8/12/97 lntcrioc waIl bac$$Il, 98 2241A 11.8 12 2 98 95 Grid K.9-9.2 12R 8/17J97 Retest of NS 99 122 9.7 8 3 99 95 LABDRATORY MOTSTURF?DENSITY RELA'I'IONS UF S!DILS (PROCTOR) bpt. Moisture Max. Dry jyg,, Soff Desari t? Metfiod C.cudent % Lmb pf, 1 ClsyCy aand, mosdy fiue graiued, bmwn (SC) A 21.7 123.1 2 Clayey saad, liue m medium grajaed, brpwn (SC) A 11.6 124.5 3 Silty sand, flne m medium grained,light bmwn {Slrn A 12,8 121,5 aduee & Meihod: Standard (ASTM T)698) X; Modiflad (ASTM D1557) _„ ? To pmCect the addressce, tfe publlc, aud ourselvcs, this report (and all suPi own usc. No represontatlams aze made ta partics oWea than the addcessee. is provided fox Ylte Rav ved By Iames b. Miller R=96Y> 612 659 1379 12-05-97 12:58PM P008 it44 DEC 05 197 12:14 FR RM ENG TST ST RRl1L 612 659 1379 TO %814612 P.0920 RU-DRT OR COMPRRSSIVE 31'RENGTH OF CYLTNDRTCAL CONCRETE 3PECC14SN9 ABTIDLC39 PRO.YECT: HQULIHANS RESTAi]RANT EAGANPROIMINADS EAGAM. Mh1 AET.TOIBNO: 97-2344 REPORTED TO: HQAG, HAYMAN, 8c KOECHEL, iNC. (3) 10125 CROSSTCIWAI CIRCI.E SUITS 114 EDEN P1tAnUE, NN 55344 AT'M: DARELL 1NUNKVpLD cc DA7'E: August 15, 1997 Set o: 5001 A - B Date Catk 7/18197 A'I[x No: Platement infarmation Ptast[c Pronerties C°st 111Y? Cootractor 3lamp, int (ASTM:C143) Plscdnent Met6od: Air Canteny %: (ASfM:C231) Placement Locatlont FootinS$ Conerete 71emp. (iq: emp""1P1ied By: Truck No: Dato Receivod in Lsboratory: 9R4197 Cvlinder Na SMlA $OU1H Cylinder lnforntstfon Neight{m,}: 12.00 12.00 Diameter f1eJ: 6.00 6.00 Croas-sectional area (sq. 'vi.): 2827 28.27 Gyiinder condiUon/preparation: Corine IoformeNon Test date: 7/25197 8/15197 Days on site: b 6 Days in curiag: 1 22 Age at testrog (days): 7 28 Test Intormarion I,md at Aaihvre (tgs.): 63.100 142,080 Strength at failure (PSn: 2,230 5,030 6pecifud sirength (P31 at 28 daysr 3,000 3,000 Type of gailura: Came and Sheaz Cone Confbrmance: 7Le 28-day ust result meets tLe requircd design steugth. xeportea ny_ -4 IMrir, 6 R-96% 612 659 1379 12-05-97 12:58PM P009 4i44 DEC 05 '97 12:14 FR AM ENG TST ST PqUL 612 659 1379 TO 95814612 P,16/20 RFp R MY S7 N TA OF CYLIIQDRYCAL CQNCI2ETE'TECIMEN3 A9TBL C3o PSOJEGl': HOUUHARS RE3TAUltANT EAGAN P$OBAINADE EAGAN, MN AET JOB NO: 97.2344 REFORiRb Tp; HOA0, HAYMAN, & KUECHEL,INC. (3) 10125 CR088TQWN CIItCLE surzE tra EDEN PRnlRIE, IvIld 55344 A11T1: DARBLL MUNI{YOLD CC: bATE: December 04, 1997 3et No. 5002 A- C Date Casc 7/21/97 Mlyc No: Placement InformaUon klasqc YroOerties cant sr• comractor aamp,im:(nsraa:cia3) Plnccment MetLod: Nr Coubut, °/.t (A81M:C331) Placement Location: pim Canerete Tcmp. (F%: (AS1MC1064) Cancrete Supplied By: Troct N0: Date Receive+l in Laborstory: 7/24197 Cvlinder Na 5002A 50028 5002C Cvlinder In[orma6on H°IAt Cm')' 12.00 12.00 12.00 ??? (in')' 6.00 6.00 6.00 Cms¢asedOnd wm (eq. i°'): 28.27 28.27 2627 GyWsder vondition/preparetion: Curmg 1*rmotion Test data: 7I28/97 8/18/97 L,ab Ho1d Days on site: 3 3 3 Daya in cmmg: 4 25 Age at testmg (daya): 7 28 Test Is[ormation I.oad at ixiliae (16s.): 77.140 I23,560 Sawgth et failarc (Pq: 2,730 4,370 SjJ66IfiBQ $hmgt}1(PSI 8L 28 d8}+8): 4,000 4,000 4,000 T?yPa of lkffum' Cone Cane Conformance: 7tie 28-day 6est sasult meeis tbe required design strengdL xepartcd by; ???? ?le' ,Ma kmmeer R-96% 6 612 659 1379 12-05-97 12:58PM P030 1$44 DEC 05 '97 12:14 FR RM ENG TST ST PRLIL 612 659 1379 TO 96814612 P.11/29 kxpORT OF COMPRESSiVE 5TRENGTH OF CYLIIYpRICAL CONCR,ETE 3P8CIMHNS-ASTM:C39 PBOJECI': HOLrt.iFL4N'g TtEgTAURANT EAGAN PROihIiNAbE EAOADL MA1 ALTT JOB NO: 97.2344 REPORM TO: HOAG, HAYMAN, a@ KOECHEL, iNC. (3) 10125 CROSST'OWN CIRC[.E ST]1TE 114 EDEN PRAIRR', MN 55344 ATTN. DARELt. MUNKVOLD CC: DA7',E: Decomber 04,1997 9et No: 5003 A -17 llate Cast: 71307 Mix No: Placement IniormaHan Plastlc Pranerties Cast By: concracwr S1nmp,in:(a5'IM:c143) PLacement Method: Air Cbaten5'D6: (A3TM:C231) Placemeut Locatfon: Footings end Piars Conceete Temp. (F°): (A51rif Cta64) Conerebe Supplied Ey: '[ruc$ No: Date Received ia Laboratory: 7131197 C:rlinder No. 5003A 5003B 5003 5003D Cyljpder Infarmation Height (m): 12.00 12.00 12.00 12.00 ??? (in.): 6.00 6.00 6,00 6.00 Cross-sectiaW aea (sq. mJ: 28.27 2827 2827 2827 CyIinder condirionlprcpara4ion: Curin Informadon Test date: 8/ 6197 8l27l97 8/27/97 I.ab Iiuld Days on she: 1 1 1 1 1]ays ia cming: 6 27 27 Age at testing (days): 9 28 28 Teat Information L? ???lure (lbg )_ 66,540 109,300 112,160 54ength at fgi(UPe (p3n_ 2,350 3,870 3,970 3peclflad strengtri (PSI at 28 daysy. 3,000 3,000 3,000 3,000 Type of failmro: Cona Cane and splk Cona Confarmance: Tho 28-day cest resuR meats the reqnieed design strength. Rcporna by: ?. ? ? A- 6 R-96% 612 659 1379 12-05-97 12:58PM P011 #44 ,DEC 05 '97 12'15 FR RM EN6 TST ST PRUL 612 659 1379 TO 96814612 P.12120 REPOYtT OF COMPRESSIVE gTRENGTFI UF CYLIIVDRICAL CONCRETE SP&CId?ENB AC1'M C39 PRd.TEGT: HOULIHAN'S RESTAURANT EAGAN PROIMINADE EAC.41Ns MN AET JpH p0: qJ 734q RPp[1RTED TO: FCOAG, FIAYMAN, 8c KpECHEL.,INC. (3) fOt25 CRdSBTOWN CIRCLE SU1TE 114 fiDBN PRAIRiE, MN 55344 ATTN: DpRELL MUNKVQLD CC: DA1'E: December 04, 1997 Set No: 3004 A '-' L1ate [asC 8/27l97 14Iiz No: Placement Information Plastit PioQeitiEs Csst By: Cqnpacbpp SLtmpN in: (AS1M:C143) PlacemenE MelgoQ: Alr Conteat, %: (ASTMC231) PlatemeotLoration: FloatW I/2 ConerstaTemp (F'°p(AS7T?4C1064) Cnacrec4 Sappued By: 7`ruckNo: 11ate Received in Y.aboratary: 9/ 5/47 ?y?lnder Na A Height (in-). 12.00 biameter (In.): 6.D0 Croes-sectional araa (sq. Nt.)- 28.27 Cyliftda condidwlpreparation: Curing IuLormatlon Test dato: 9/24/97 17ays on sita: g Uays in curing: 19 Age at tesfing (days); yg Tat Informatian Load at failure (Ibs,); 125,980 Sk'eagth az failuue (PSn: 4,460 gPecified WonA (P9I at 2$ days): 3,500 'Iqpe of failure: Cone and Shear Canformance: Thc 28-day test result meets dte required design syength. ..oy?w uy- e y, k-s ??? 6 Rm97% 612 659 1379 12-05-97 12:58PM P012 tj44 DEC 05 '97 12:15 FR RM ENG TST 5T RRUL 612 659 1379 TQ 96814612 P.13i20 SPU1tT OF OQri]PRS3b7VE MM'iFC 0R CYLtNMir"ai rQIVCRRTE SPECIlVI'EN9 .,ABTM C39 PRQJECTS HOULIFIAN'S RESTAURANT HAGANPROIMlNADE EAGA7S, MN A,ET JOB NO: 97-2344 REPORTED TO: HOAG, HAYMAN, & KOHCHEL, INC. (3) 10125 CROS3TORRi CIRCLE STJITE 174 EDEN PRAIRIE, MN 55344 ATTN: pAR6L1,MUN[CVpLD CC: r1ATE: December 04, 1997 g? No? 5005 A Dete Cast 8/37/97 Mis No: El%=ent Iefarmatin? PlasFic ProuGctiEs Cast By: Contraccar Slump,in:(asTn.r:CI43) Plaaement Methad: Afr Gbnteay %: (ASiM:C231) Placemant Loeation: p[oorW/g Coacrete Tawp. (F°)c (ASTM0064) Concrata Supptied &y: Truck No: Date Receival in La6oraMry: 9/ S/97 GylioderNo. 5 OSA Ly{iodcr InYormatian Height (la): 12.00 blemeter (in-): 6.00 crosnsecdonat area (sq. m.): 23.27 Cylinder condition/preparation: Carine Informatlon Test dete: 9/24/97 bays on site: 9 Days in euring: 19 Age at tBSHug (days): 2$ TesL Infarmatiou ' 'Laad at failure pbe.): 122,520 9trength at faihuc (pgY}; 4,330 Specified streng,th (PS7 af 28 dsYS): 3,500 Type ud'£hilpre: Cone Conlormewee: The 28-day teet reault meets tha required destgo strangth. neponea ny_ ???'Y l ?ia s eer 6 aess% 612 659 1379 12-05-9'7 12:58PM P013 #44 DEC 05 '97 12:15 FR AM ENG TST ST RRUL 612 659 1379 TO 96814612 P.14i20 REpO1tT QF COMPRFgSTVE ?ii OF CYLINpRI?AL CONLurr'!`E 9,pWCIMEN , ticTtyi•?g PRQJECI': HOULIRANS R83TALTRADIT EAGANpROIMINADL EACAN, NN AET J4B Nd: 97-2344 REPORTED TO: HOAO, HAYJvIAN, 8c YOEOI3EL, 7NC. (3) ? 10125CR,03STOWNCIRCt,E SCJITE 114 IDEN PT2AlltIE, MN 55344 A1TN: DARELL MUNKVOLA CC": DATE: DecemperOq, lgg7 ? ?• SODfi A .' Date Cssi: 8/28/97 11fix rio: Plgccoent Information Plastic ProBerk evt ca°t xy' C0'IItwtOr 91nmp,lat(AS'IM?C143) Placement i4lethod: ,q,ir ConOent, %: (ASTM:C231) Placement Locatioo: FJoCt E 1f2 Caucrete Temp. (F%: (AS7M:C1064} Concrete Sapplied By: Tmc4 No: Date Receivel in LaboraWry: 9( 5N7 linder a 5006A GWliudee laFarmnkian He=ght (m j: 12.00 Diameeer (in.): 6.00 Cross-sectional atva. (s4• Pn.): 26.27 Cyliudet canditionlpreparatlpn: rio 7nfor s ' Test dste: 9125197 DSys on 51tC: g ?? ? curing 20 '4p at WFtiiz8 (daSg): 28 Tt'.9t IhfUTmRYIOp Load at failure pbs.): 122,320 . Strength at t'ailura (PSn: 4,330 specifiea BUe*& (rsi at xs aays): 3,500 Type of failure: Cone Conformnnce: Tt,e 28-day test rosult meels the requ(red dasign strengtb. •.?.r.. ..?' &ICT Ly,- NIWAran ecr?--.1 R=96% 6 612 659 1379 ' 12-05-9712:58P3Q P014 #44 DEC 05 197 12:15 FR RM ENG TST ST PRUL 612 659 1379 TD 96814612 P.15i20 R T d S OF CYL L CO CRE 5 C PRQJECI': Hour.Mnrrs xESTwuxnivr EA4AN PROIMINqDE EACAN, MN AE Y' dds ]v0: 97-2344 REP'OTtTED TQ: HOACi, HAYMAN, dc KOBCHEI., WC. (3) 10125 CROSSTOWN CIRCLE BUITS 114 EDBIV PRAiRIE, MN 55344 ATTN: DARBLL MUNKVOLI) CC: D+17'E: Aocemha 04, 1997 5et No: 5007 A Date Cast: 9/3/97 Wa No: Placemeot Iniarm"io9 Plastic Prooerties Cast By: Ctmtractpr 31amp, in: (A$7M:C 143) FHscement Methodt A[r ConGent, 96: (ASTM:C131) Plaooment Locstlon: $ygp gi, freezBr Concreh Tem p (F°)i (ASTMCiD64) Coacrete SuPplied By: . Truck No: Dste lteceived in Labaratory: 915l97 lind r Pia. 5007A ?+,lmder InFOrmation Heigfit (ID,): 1200 Dimneter (inJ: 6_00 GYoss-secttanel azee (sq. in.): 28.27 Cylinder condltton/preperation: Curine Informatioa Test dste- I O/ 1/97 Days on site: Z DaYS in curing: 26 Age at testing (days). 28 Teat informetinn Load at failure (Ibs.): 117,820 5lrength at failnre (PSn: 4,770 Specified sabngth (PST at 2$ days): 4,000 Iype of failu[e: Cone Contormaocc The 29-day temtresultmeets ffio raquired design strength, N,t,.a..,.. .,y- ?y. Alaaamm m? 6 R=96% 612 659 1379 12-05-97 12:58PM P015 #44 IIEC BS '97 12:16 FR AM ENG TST ST PAUL 612 659 1379 TO %814612 P.1620 REp(1RT OF COMmeaVF cmRENGTH OF CYI 71ronRTCAL CONC?,1rn a3xrrnIrrNS ASTM-C39 PROJEGT: HOULlHANSRESTqURANT EAGAN PkDIMINADE fiAGAN> MN A,ET dOB NO: 97-2344 RRPORI'ED'A'O: HOAG, HAYMAN, 8c KOHCH6I,, INC. (3) 10125 CRQSST0IVN CtRCLE SUITE 114 EUENPRAiR1B,MN 55344 ATINs DAR,&Li, MUNICVOLD CC: DATE: Decemyor 04,1997 ?et na. 5006 A Date Cash 9/ 4/97 Mix No: Plnrcmcnt 1nW m'an Plastic ProoeaY[es cost By. CO°tm°te* Slnm]y ia: (A31M:C143) PlSCement Nlethod: Air Conten4 %: (AS1MC231) Placcment L4eation: Sarvioe Yard [bucretc TemP. IF°k (ASTMC1064) Conerefe Supplied Bg; Truck Nor Date Receiv¢d in lAboratory: 9/ 5/97 4Wliuder No. SOO&A linder LdormatiHeight (in.): 12.00 Ihameter (mJ: 6.00 GYoas•saciional srea {$q. Ila.}: 28.27 Cylinder wndhionJprepffiation: Cgrinit Ioformstion Test date: 1 D/ 2J97 Days on sitc: 1 Days in cLaing: 27 Agt st te..aling (days): zS est lnformatloo Load at &tilure (lbs.): 121,920 Su+ength at Failura (P51): 4,310 Speaified streogth (l+SI at 28 days): 3,500 Type of feiLve: Cono and aplit Conformance; TFie 28-day test resutt rnccts the mquired design strength. .._,......_...,. eLY, a 6 R=96% 612 659 1379 12-05-97 12:58PM P016 #66 •DEC 05 197 12:16 FR RM ENG T5T 5T RRUL 612 659 1379 TO 96814612 P.1729 REPORT OF CbMPAEBSIVE STRENG OF CYLINDRrAL CONC= SPER'INUNS A5TM p9 PROJECT: HOULIFIAIV'S RE3TA[TRANT SAGAN pROAMADE EAGAN, MN AET dOB NO: 97-2344 REPORTEri 7'a: HOAQ, HAYMAN, Bo RO]"xCH&L, INC. (3) 10125 CRUSSTQWN CIRCLE S[JITE 114 EDEhi YRAIRIE, N!N 55344 ATTN: DARELL MUNICVOLD CC: bATE: Decembar 04, 1997 rrliefo: 5009 A DateCast 914/97 Mix No: Placement informatim pleStic ProoertW CW IRY: cOtlaww 51ump,in:(ASTMC143) Plaeemm! Method: Air Con6onA %: (ASTM:C231) Plecement Locatlon: Cooler floor Concroto Temµ (F°): (ASTM:Ci064) Concrete $opplied By: Truek Na DateReceived W IAboratary: 9/ 5/97 Cvimder Na. 5009A C:ylindBr Iuformation Helg6t (m.): 12.00 Diemeter (in.): 6.00 CrosrsecHonal erea (eq_ m J: 2827 Gy+linaer condition/preyazatian: CurinvIuformalion Test date: 1 o/7I97 Days on site: I Days m cuTm6: 27 Age at tesft (daYs): 28 Test Informati0n . Load st {sjture (1ys.): 114,980 Strwg4i at f$ilpre (P51I); 4,070 Specifiod strangMi (p9I sR 28 days): 4,000 Typa of faiLUa: Cune mid split Coneormance; The 28-day test reault meets tfie required desip strengh_ awyuiaw uy: ?M 8S I?7 ??? 6 R°96% 612 659 1379 12-05-97 12:58PPd P017 fj44 £EC 05 '97 12:16 FR AM ENG TST 5T PRL1L 612 659 1379 TO 96814612 P.18/20 SICLf]RT Op' OO'(?1p'RXSSIVR, STRENGTH OP CYl,?gY?qL CONCREI'6 SpECiMEPiTS ticr?y.?9 PROJECTa HOULIIdWS RE3TACTRANT BAC3AN PROIMINADE E4CiAAI, MbI AE'A' JOB NO: 97-2344 REPOB'1'ED TO: HOAG, FTpyMpAf, & KOECHBL, iNC. (3) I012S CROSSTOVJN C[RCLE 9U17E 114 EbEPi PRAIItIE, MN 55344 A7TN: DARELL MUNI{VdLD CC: DATE: December 04, 1997 5et No. SOlU A- C Date Cast 913l47 Mis xe: Plscement InTarmatim Plsstie Prooertiea Cut By: Cpnftctor S1amp,ln:(ASTM:Ct43) Placemenk Mahod: AlrConton; 4b: (AS7MC23 1) Placement Iucatian. PBtio inteim Concrete Temp. 01; (A37M:C1064) Consrete Supplied By: Truek No: bate Received in Laborutory: 91 S197 Cy AoderN@ SOIOA SOIOB soioc linder In 'ao Height (in.): 12.00 12.00 12 00 Diemekw (in.): 6.00 6.00 . 6.00 Cross-mctiaoef area (sq. m.): 28.27 28.27 2827 Gyllnder oonditiw/p:eparation: _ r5ne Iafermatton Taacdate: 9111197 10/1/97 LabHold Days on alta 2 2 a Days in cuaing: 6 26 Age at testinB (dayg): 8 28 7'cst Tnformation Lnad et failnre (lba.); 105,100 134,940 Strength at f3iitlYC (PSn: 3.720 4,770 5peciffad atrength (PSI at 28 days): 4,000 4,000 4,000 Typa of Failure: Cono Bud Shear Cow smd split Conformance: zhe 28-day test resuk meata the required design strongth. xepcmen ny: r'let Y. Adwmm 6 R=969b 612 659 1379 12-05-97 12:58PM P016 #44 DEC 95 '97 12:16 FR AM ENG TST 5T PAUL 612 659 1379 TO 96814612 P.19/20 TE PR03ECT: REPI)RTED TO: HOULIHANi'S RESTAURANT WHBATSTONB RESTAIIRAIQ'T GROUP EAGAN PROMENADB 18202 MIlVNETONKA BLYD BAGf1N. A'1N DBEP14AVEN, MN 55341 AET JQB NO: 97-2869 :A'1TN: WILLM ANDP.RSON DA7'E QCTQSM 6, 1997 CC: HoAG, HAYMAN & KOECEIEI,, INC DARELL MTJNKVOLA Date af ObservaHons: Septennber, October, 1447 RefermceDacaments: Drawipgs availshle on site, AWS Dl,l and D1.3 Structural Welding Code. AISC Speeificadcm for Suucwral Joints Using ASTM A325 or A490 Salts. Personnel: Kenneffi L. Rand, SNT-TG1A Leve1 n, aws Cwt. Seope of Work: Visaallp observe field welding of structural steel and bar joists. Visually observe roof deck welding and fasteners. Visually observe high strength bolted contaeotions for washer mstallation and P1Y confacx. Teat Mkthmb; Visual weld observa6ons were perPormed m accordance wtth the requirements of Section 6 of tbe Struotural Welding Code (Steel), or Section 7 of the Structural Welding Cade (Slxet Stecl). Individual welds were judged for quality, size and length. Any welds marked for rqpaa were brought to the auention af the contractor_ Pollowing repafr, all welds initially marked deficient were re-observed and judged aetfafactory. The high-sUCOgth bolted connections wcre observed for riftimate Contact of a1! plies and t1ffit a washer was inetalled bebind or imder the mmt. The bolte used wene of the alternative deaign incended w indicate a predetermimd llension or torque. Witlrin tLe specified scope, a11 bolts were observed to deteimine if the tension indicators were fracAued as required by the referenced codes and the projoct specification. A=96% 612 659 1379 12-05-97 12:58PM P019 #44 -DEC 05 ' 97 12:17 FR RM ENG T5T 5T PAI.IL 612 659 1379 TO 96814612 P. 20/20 AET A97-2869 - Page 2 Re4ultg: Upon final observations, field welding of atntc[ural steel and bar joist connecdons satisfied requirements of abovc rcferenced cade and project specifications. Deck welding and meGhanicet fasteners satisfied above reference code and RTOject spedfications. Viausl ohservadons of accessible bolted connections indicete washers were rostalled and all plies were in mimate conhact. RmBrks: Our work was atuhorized hy Wlllie Anderson, Wheatstone Restaurant Group. Repoi[ PrePared By: Report Reviewed By: geonetli L. Rand NDT Techmcian R=95% ?x SLM4-,7 Ntark sandvig Department 1vIanager ** 70TFL PRGE.20 ** 612 669 1379 12-05-97 12:58PM P020 044 Use BLUE or BLACK Ink For Office Use City of Ea d~ Permit (j I I Permit Fee: ~t 0 • i 3830 Pilot Knob Road I I Eagan MN 55122 I J Phone: (651) 675-5675 RECEIVED I Date Received: I I Fax: (651) 675-5694 FEd 2 7 2014 1 Staff: I 2014 COMMERCIAL FIRE ALARM PERMIT APPLICATION* Date: -Z- &V / / Site Address: ~ Z 5 V P'_0 Tenant: 1f0 C, f s Suite a_. Name: k obi _1 0 1 /Ve 11 Phone: L Z~ 5-Z-'7 Property Owner Address/City/Zip: Z SJ L4 ~4 nr L- Gds^~SSS~ d`~N S a 3/~ Applicant is: Owner Contractor Type of Work Description of work: t 1?l-~ Construction Cost: 7i 7L t Estimated Completion Date: Name: n Lan T ~ c~o T 5 License ~S 6 -10 ( Contractor Address: Z 1 -7-0 412 T-4 D S_ / City: ; L),'/ 4P '7 C 9-3 Z L State: N Zip: __S J_// 3 Phone: ,j Contact: J~~ ✓~-cJ~;~ -a Email: Jr_ I"o~ii~n`YGa .M _ New _ Remodel Work Type Addition Other: /<Gpfct Alterations DESCRIPTION OF WORK: Commercial Residential Educational FEES Contract Value $ Z~ 1 Z X.01 $55.00 Permit Fee Minimum = $ Permit Fee *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 = $ ~c 0 Surcharge* ***If the project valuation is over $1 million, please call for Surcharge _ $ U y 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 Alarm 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. Applicant's Printed Name App ' is Signature FOR OFFICE USE Reviewed By: Date: 3 Required Inspections: Rough-In ,X~inal Fire Alarm Test JUN. 3.2014 11:40AM FAX 763_367_5002 N0.6731 P. 1 Use BLUE or SLACK Ink --t E C E I V E i For Office Use I o~ 333' ' ~ I Permit* City of E JUN 0 3 2014 I Permit Pee' I 3830 Pilot Knob Road -~-i~ Eagan MN 55122 BY: I Date Receivl:d: I Phone: (651) 675.5675 i Fax: (651) 675-5694 Na Staff: _ J 2014 FIRE SUPPRESSION SYSTEMS PERMIT APPLICATION'S 1Z~ LI ~jov-~ c ~cS e c ~•~CG~ Date: ILA Slte Address: Tenant: Suite ff: Name: Phone: t rO T" Address / City / Zip: ,1111 1. Applicant is: Owner _ Contractor Description of work' ~ 0' L ypefuliar,~,.,1 0a I'il Construction Cosh Estimated Completion Date: ~I gpoiv' V1 ,,~q Name: S~ 11^c-f lv_.~~~.11 License '""'qi I ilik" Address: S"~,u ti r~ J t~tur... City: C nte!0tb.r ",,i '~!9111IIIII~Iryi",,,, i• II NI State: V41-" Zip: Phone: "-76%- 16-7- Sbt-Y IIMI~I"> d1r~II ~ ga-f.. Email: l~ho IIIIIIII~,'"l;.qContact: to t-~Cs FIRE PERMIT TYPE WORK TYPE Sprinkler System of heads New ! Addition Fire Pump Standpipe )IL Alterations _ Remodel Other: Other: DESCRIPTION OF WORK: Commercial , Residential Educational FEES Contract Value $ 3~~G X.011 $55.00 Permit Fee Minimum $ S S_00 Permit Fee If contractvalue is LESS than $10,010, Surcharge = $5.00 **If contract value is GREATER than $10,0'10, Surcharge = Contract Value x $0.0005 =S- 5.00 Surcharge" ***If the project valuation is over $1 million, please call for Surcharge 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; thatthe work will be in se of" conformance an aPP p p Cation for a permit, and work s snoof the. City of Eagan t to start Without a Pr a mit: h t that the work will belinnacordance with the approved plan In he case not only work Y which requires a review and approval of plans, x x Applicant's Printed Name Appli nt's Signature JUN. 3.2014 11:40AM FAX 763_367_5002 N0.6731 P. 2 II"y"•• •M1~' ''W~'" API.: iI4U1REp 1NSPECTfCINS''', ![,r, ,il~l;,i ICI ~I'I~y,;,~ ;!I~"iI W~ ~ ~'I''''~`"!~.'a,•~ _~i Nylj'rpst o~ iiFIpw Alorm DI'ai'tl° Trip pump Test i,il1r1'Statioq Find ;II';16~,JI~'P' ~ ^rr.;lp;~ ,~;~p; . ' ~ ~1:1xr1^~Ijl~ljl ~',U~a~: ..~'i^• ~ I;Ir'ib; i~ir~,r'h' ';;i•' ~ 'TIL. ~'~~aCpl ' Ia,i~y ;;i 1, pern5.i'i.i4 a '••I 1 •Y ~f'i~'1 1'I F~ /I•' I ~~i1u :~n~ F7evfev+/ed,'~ . � Use BLUE or BLACK Ink NO ����1�^���/�����`f I ForOfficeUse ---------j C�� �l �..�� �� ` "�����G I Permit#: �� `0 I � � �, `� I U+� I ��� � Permit Fee: � f I 3830 Pilot Knob Road � S�P 1 � 201� � i Eagan MN 55122 � Date Received: � Phone:(651)675�675 �Y �� � � I I Fax:(651)675-5694 -- � � � Staff: � I I `����������������J 2014 FIRE SUPPRESSION SYSTEMS PERMIT APPLICATION* Date:�����`'� Site Address: ���� ��/V��,��yj�g� � f{ �� Tenant: � ,,.�..� Suite#: �����'�� Name: Phone: P��'O�I'��f QW[i�E , ������� Address/City/Zip: ' Applicant is: Owner Contractor ';;��p�Q����,k ; Description of work: ' Construction Cost: Estimated Completion Date: ,- Name:���yl�L.�,y(, (p,[i ,�l wL� (.. � License#: �—d��� � C�ntr��tor ' ` address: .��-�-[b� A�4-71�,4-d,� ��i-- �city: J� p��. State:�_Zip:���� 7 Phone: ��a 3�'�(, "7 � �j Q �_ Contact: l.���0"� Email: G�.�Lt> „ G i�,�.,�/ � �� n� FIRE PERMIT TYPE WORK TYPE �prinkler System(#of heads� _New _Addition � � _Fire Pump _Standpipe Alterations Remodel Other. Other. DESCRIPTIORI OF WORK: +Gommercial _Residential _Educ�tional FEES Contract Value$ � (� �C��,01 $55.00 Permit Fee Minimum „_. � `If contract value is LESS than$10,010, Surcharge=$5.00 -� � Permit Fee *"If contract value is GREATER than$10,010, Surcharge=Contract Value x$0.0005 =$ � '�� Surcharge"` ""If the project valuation is over$1 million, please call for Surcharge � _$_ !/� � . �� TOTAL FEE 3/4"Displacement Fire Meter-$260.00 =$ Fire Meter _$ TOTAL FEE "Requirements:2 complete sets of drawings and specifcations,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 wiil be in conformance with the ordinances and codes of the City of Eagan and with the Minnesota Buildi�g/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 c_l 1 r'►���1 �k l.J,.av� � Applicant's Printed Name IicanYs S ture � � � � �� � �� FOR�FFICE U�� REQUIRED lIVSPECTit'�NS Hydrostafic' Flow Alarm : Drain Test FtoUgh In T�� ' Piimp Test ' Gentral Statia❑ ' ' ��Fina'1"°: Conditi�ns a#lssuance: : Permi#Reviewed b : �-����2��' �+�����'�� �- �� : � Y � [�ate: : ! !, % , Mar. 02.2026 14 :52 Bartylla Plumbing 6516535903 PAGE. 2 Use BLUE or BLACK Ink For Off' U' "ce ziPen-nii 4i. City of Eap C13AI30 3, Permit Ft�c: c 3830 Pilot Knob Road Eagan MN 55122 Date Received: Phone.(651)675,6675 Staff: Fax: (651)675-5694 2016 COMMERCIAL PLUMBING PERMIT APPLICATION Please submit two(2)sets of plans with all commercial applications. Date; 3012016 Site Address: 1294 Promenade Place Tenant: Hok.iiihan's Suite .......... .......... 9522945261 Name� Northcott Hospitality Phone: wher. —----- ............. PC643227 Karl Ha Plumbing&Heating, Inc Li�onse Name: V1. , add 126th St N C"ity: Hugo State: MN Zip: 65038 -tyllapiumbing.coni 6514293877 office@bai H -)hone: Email: .............. . ........ A New A'�Replacement Repair Rebuild fliflodify Spane Work in R.O.W• T .Ppipt-W k Description of work.• Replacing 2 water heaters COMMERCIAL New Consiruction Modify Space .-' ___Irrigation Systern( yes/__no) RPZ/ PVB) d on irrigati ;zyste irms Rain sensors required on. Avc.GPM 12"turbo rP0,11ired Ullie%S smaller size allo%ve�by Public kAjorks) Meters Cal! 675-5,346 to verity that tests passed p N =',qr lg_pix '-tiayp mote Domestic:Size&Type Fire; i A GPM High h demand devices? Yes No Flushometers Yes No .......... COMMERCIAL FEES 14,000.00 Contract Value S X,01 $60.00 Pprm;t Fee Minimum 140.00 D r mil Fee $60.00 PVBIRPZ Permit,";ncl udes State Surcharge) e s 7.00 . Surcharge Surcharge=Con"i act Value x S0.0005 =$ 147,0 TOTAL If the piojec 0 t vaft.fation is over$1 million, please cail for Surcharge FEF ............ i Following fees apply when installing a new lawn irrigation system S 14Yater Permit Cantad'the City's Engineering Department..(651)675-5646.for required fee amounts. Treatm pilt Plant i. 'vVater Supply&Storage K State SLUMbarge I V I AL Fitt; CALL BEFORE YOU DIG. Ce:1 Gopher State One Call at(651)454-0002 For prcAWion against wdeigiOUnd utility damage. 1 hereby acknowledge that this information is corripliate and aCCUrate:that the work will be in conformance.with the ordinances and codes of the City 0 Ea-'pan: Mat I undersiand this IS not a permit but only an application ior a per-nit. and work is not to star!\,vifficiu, a Permit that the work will "I),e in &1C;cordan,ewith the approved plan in the case of wok Which requites a fev.ew and apiziro\Al of plans. A it 4 X Georgiann Bartylla 41 X + . , t%,/vi'-, �! Applicant's Printed Name kVilAcant's siggature/_, _7� TOR O FIC � F- E:b�t++. A + Move :+ F equlred nspec 6 A radio d— `1�t PMS e Read r; Page of 3 ............................ ........... ............................... .......... ........... 00e For Office Use •y' i ,� Permit#: 03t/5 „ EAGAN % %,‘ ,00 Permit Fee: Go RECEIVED Date Received: /er 3830 PILOT KNOB ROAD I EAGAN, MN 55122-1810 (651)675-5675 I TDD: (651)454-8535 I FAX: (651)675-5694 JUN 2 9 2018 Staff: 171 buildindinspections(c�cityofeagan.com L 2018 COMMERCIAL PLUMBING PERMIT APPLICATION ❑ Please submit two(2)sets of plans with all commercial applications. Date: 6/27110'i Site Address: 1294 Promenade Place • s� Tenant Htq uhhans Suite#: Prop 'ty Name: Phone: Name: Commercial Plumbing&Heating, Inc. License#: PC643117 Cotrtor 24428 GreenwayAve Forest Lake MN 55025 Address: City: State: Zip: Phone: 651-464-2988 Email: mwisgerhof@cpandh.com New Replacement —Repair —Rebuild —Modify Space Work in R.O.W. Yp6'QWo� — _Work Description of work: COMMERCIAL New Construction Modify Space ✓ Irrigation System( yes/_no)( _RPZ/ ✓ PVB) • Rain sensors required on irrigation systems Perm i Type . Avg.GPM (2"turbo required unless smaller size allowed by Public Works) Meters Call(651)675-5646 to verity that tests passed prior to picking up meter. Domestic:Size&Type Fire: 1 Avg.GPM High demand devices?_Yes_No Flushometers_Yes_No COMMERCIAL FEES Contract Value$ x.01 $60.00 Permit Fee Minimum $60.0 PVBJRPZ`Permit(includes State Surcharge) =$ bb ' Permit Fee Surcharge=Contract Value x$0.0005 =$-- Surcharge If the project valuation is over$1 million, please call for Surcharge =$ B<..) TOTAL FEE Following fees apply when installing a new lawn irrigation system $ Water Permit Contact the City's Engineering Department,(651)675-5646,for required fee amounts. $ Treatment Plant $ Water Supply&Storage $_ State Surcharge =$ w U C` b TOTAL FEE You may subscribe to receive an electronic notification from the City of proposed ordinances by signing up for an email update on the City's website at www.citvofeagan.com/subscribe. CALL BEFORE YOU DIG. Call Gopher State One Call at(651)454-0002 for protection against underground utility damage. I hereby acknowledge that this information is complete and accurate;that the work will be in conformance with the ordinances and codes of the City of Eagan;that I understand this is not a permit, but only an application for a permit,and work is not to start without a permit;that the work will be in accordance with the approved plan in the case of work which requires a review and approval of plans. n� x x L ,�C 1 ) ( -<a1.1-1,-/-‘..A_SZ ` Applicant's Printed Name Applic s Signature FOR OFFICE U Approved By ' �'�,7✓r` Require( Ins+ ttotts der roouns 1 Roug In1d AirT� ca T Final lVI �U • e p Motet Bela ed I , M e ... Page 1 of 3 c_ 0( CC , e e + e_61 6 ` — , 3�]) For Office Use �'f rr/ 7 Permit#: f C6 EA°GAN - �� Permit Fee: i CEIVED Date Received: I/-/3-/Y 3830 PILOT KNOB ROAD I EAGAN, MN 55122-1810 (651)675-5675 I TDD: (651)454-8535 I FAX: (651)675-5694 NOV 1 3 2019 Staff:__________tkl____ buildinginspections(a�cityofeacian.com L- 2019 COMMERCIAL FIRE ALARM PERMIT APPLICATION Date: 11-04-2019 Site Address: 1294 PREMENADE Tenant: Houlihans Suite#: ❑ Requirements: 2 complete sets of drawings and specifications, cut sheets on materials and components Name: Phone: Property Owner Address/City/Zip: Applicant is: Owner Contractor Type of Work Description of work: FIRE ALARM PANEL REPLACEMENT Construction Cost: 3930.00 Estimated Completion Date: 11-15-2019 Name: NARDINI FIRE EQUIPMENT CO License#: TS000686 Address: 405 COUNTY ROAD E WEST City: SHOREVIEW Contractor State: MN Zip 55126 Phone: 651-287-1070 Contact: CORY WOOD Email: CWOOD@NARDINIFIRE.COM i. New —Remodel Work Type —Addition I _Other: ✓ Alterations DESCRIPTION OF WORK: ✓ Commercial _Residential _Educational FEES Value$3930.00 x .01 $60.00 Permit Fee Minimum60.00 _$ Permit Fee Surcharge=Contract Value x$0.0005 =$ 1 .97 Surcharge* 1 If the project valuation is over$1 million, please call for Surcharge 61.97 _$ TOTAL FEE You may subscribe to receive an electronic notification from the City of proposed ordinances by signing up for an email update on the City's website at www.citvofeagan.com/subscribe. I hereby apply for a Fire Alarm permit and acknowledge that the information is complete and accurate;that the work will be in conform;ice 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 a-i application for a permit,and work is not to start without a permit;that the work will be in accordance with th= .•proved plan in th, case of work whi, -quires a review and approval of plans. x CORY WOOD xIr`1 �, Applicant's Printed Name Applicant's 'ignature --4411/11110 FOR OFFICE USE Reviewed By: _.I-2.= Date: /1 •/ f,-/ Required Inspections: Rough-In XFinal Fire Alarm Test