The URL can be used to link to this page

1815 Diffley RdPROPERTY OWNER Name: Phone: CONTRACTOR Name: .1 J., sffjr ;Yif.. License #: Y� �� Address: 9• "+F:Jt/ City: eg6e.f, . State: Ak p: P" Phone:763 — la 6 3 Email: Peril ( 60 04,4 6 Pie 4 TYPE OF WORK _ New _ Replacement Repair Rebuild Modify Space Workk in R.O.W. _ _ Description of work: cyz4 �' b' 5(O0 ii PERMIT TYPE COMMERCIAL New Construction Modify Space _ Irrigation System ( yes / no) ( RPZ / PVB) _ _ • Rain sensors required on irrigation systems • 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: $55.00 Minimum (includes State Surcharge) OR Contract Value $ x 1% Required - If the Permit Fee is Tess _ $ Permit Fee on ALL new buildings and boulevard irrigation systems - = $ Radio Meter Read than $10,010, the surcharge is $5.00 = $ Meter(s) - If the Permit Fee is > $10,010, the surcharge increases by $.50 for each $1,000 Permit Fee Permit Fee requires a $5.50 surcharge) `k.$ State Surcharge (i.e. a $10,010- $11,000 Following fees apply Call the City's Engineering when installing a new lawn irrigation system. '. $ Water Permit Department, (651) 675 - 5646, for required fee amounts. $ Treatment Plant $ Water Supply & Storage $ State Surcharge TOTAL FEES $ *City ofEallan 3830 Pilot Knob Road Eagan MN 55122 Phone: (651) 675 -5675 Fax: (651) 675 -5694 � 2011 COMMERCIAL PLUMBING PER IT APPLICATION Date: J /7 W ®iISite Address: 1 p (IC-° cy Tenant: Applicants Printed Name Gt//y - i< Use BLUE or BLACK Ink For;Office .Tra Permit #: Permit Fee: Date Received: Staff: Suite #: CALL BEFORE YOU DIG. Call Gopher State One CaII at (651) 454 -0002 for protection against underground utility damage. Call 48 hours before you intend to dig to receive locates of underground utilities. www.gopherstateonecall.orq I hereby ack owledge that this information is complete and accurate; that the work will be in conformance wi the ordinances and codes of the City of Ea•art; that I .j un r • is ag2 only pplication for a •er lit, and work is not to start withoube in a, • • i,'. '",proved pla d NP4F��g4res a pr. toy S• X //i Ayiiw 7 ,q ,q/Q • g/ Tr . x #0 T • Applicants ' s Signature J Required Inspections: _ Under Ground Page 1 of 3 ?- 1 CITY OF EAGAN NO 19520 3830 Pilot Knab Road, P.O. Box 21-199, Eagan, MN 55121 , J/po'-- BUILDING PERMIT PHONE:454-8100 Receipt # .( Ls `'1 ?1 Tobeusedfor STORE & CAR WASHESt.Value $327,000 Date AUG 2 19_9L Site Address 1815 DIFFLEY RD Lot 4&5 Block 1 SeGSub. BLACKHAWK PLAZA Parcel No. _ W Name TOM THUMB FOOD MARKET o Address 110 E SEVENTH City RASTINGS Phone 437-9023 fo Name W J BAUER CONSTRUCTION g? Address 11224 160TH City HASTINGS Phone 437-4938 WwlName HUSTAD & FISHER ??-?, Address aW Ciry HOPKINS Phone 933-3366 I hereby acknowlege ihat I have read this application and state that che inlormalion is correct and agree to comply with all applicable Stale of Minnesola Statutes and Ciry of Eagan Ordin/ances. { 0 Si9nature oi Permitee 6t-?6 4?T J,gr A euiming Permit is issued to: W J BA ER CDNSTRUCTION on the express contlition thal all work shall be done in accordance with all applicable State ot Minnesota Statutes and City ol Eagan Ordinances. Building Oflicial OFFICE USE ONLY Occupancy B-1 B-Z FEES Zoning -NB_ Incwaq Const V-r1 Bldg. Permit 1,434.0 0 (Allowable) -Y-N Surcharge 163.50 x of Siories _I- 932 00 Lengih -72_' Plan Review . Depih -82-' SAC, Ciry S.F. Tmal 5 ,aOD S.F.FOOiprinis 5 ?3110 SAC, MCWCC On Site Sewage _ Water Conn On Site Well _ Water Mater MWCC System x- Ciry Water _)L- Acct. Deposil PRV Raquired _ SAN Permit eooster Pump - g/N/ Surcharge APPROVALS Planner - Council BIdg.On. _ Variance _ Treatmenl PI Road Unit Park Oed. Copias TOTAL 2+529.50 i .- BUILDING PERMIT To be used for FOiJN. CITY OF EAGAKI ryo 18854 3830 Pilot Knob Road, P.O. 8ox 21-199, Eagan, MN 55121 PHONE: 454-8100 Receipt # 0 _ I :)--I ?l Lf'Value Site Address 1815 DIFFLEY RD Lot 4&5 Block 1 Sec/Sub. BLACKHA4IK PLAZA Parcel No. 11 w Name TOM THUMB STORES ? Address E 17TH ST City HASTINGS Phone 437-9023 tF Name PUMP & METER SERVICE oa Address 11303 EXCELSIOR RD ?E City HOPKINS Phone 933-4800 wWlName NUSTAD-PONTNEN ma Address aW City HOPKINS Phone 933-3366 I hereby acknowlege Ihat I havB read this application-and state that the iniormation is correct and agr,eg to comply wilh aldapplicable State o1 Minnesota Stawtes and Ciry oNEagan Ordi n s. ri{ti.rc.?V ?'LJu? Signature of Permitee A Building Permit is issued to: PUMP &/ METER SERVICE on the ezpress condition Ihat all work shall be done in accordance with all applicable State ot Minnesota Statutes and Ciry of Eagan Ortlinances. Builtling Official Date APR S , 79_9L_ OFFICE USE ONLY Oceupancy - FEFS Zoning - (Adual) Const - Bldg. Permit 117.00 (Allowable) - Surcharge 5.00 # of Slones _ length _ Plan Review 76.0 n oep+h - snc, Ciry 800.00 S.P.Total - SAC,MCWCCS. 200.00 S.F. Poolprints - On Slle Sewage _ Water Conn On Sila Well - Water Meter MWCCSystem x. Gy Water Acct Deposit PRVRequired - SiWParmil 30•00 Booster Pump - S/W Surcharge • 50 Treatmenl PI 2,208.00 APPROVALS Road Unit 1,553.00 Planner - park Ded. 3 , -A 97 _(1(1 councii - 1, ?ail DCC]Bapm9t 202.00 BIdg.011. Variance - TO7AL 14, 543.50 BUILDING PERMIT To be used for CANOPY CITY OF EAGAN N2 19449 3830 Pilot Knob Road, P.O. Box 21-199, Eagan, MN 55121 PHONE:454-8100 ? • ?,/?? Receipt # Est.Value $21, 000 Date JIIL 19 , 1991 Site Address 1815 DIFFLEY RD Lot 41815 Block 1 SeGSub. BLACKHAWK PLAZA Parcel No. w Name TOM THUMB o Address E 17TH ST City HASTINGS Phone }Y Name PUMP & METER SERVICE $¢ Address 11303 EXCELSIOR SLVD ? City HDPKINS phone 933-4800 WW Name PHIL KRAMBERGER ?3 Address 3704 CHASSHAM CIR City ARDEN HILLS phone 639-9543 I hereby acknowlege that I have reatl this application and slale that the information is correct and agree to comply ith all applicable Slate oi Minnesota Statules antl CiEagan i di ces. Signature ot Permifee ? ?A 8uilding Permitis issued m: pU'1P & METER ? RVICE on the ezpress wndition that all work shall be tlone in accortlance with all applicable State ol Minnesot,a Spptatute-sI a ??I nd yyy yy} C.,,?ity?)of Eagan Ordinances. 8uilding Official 1,d.(?JJj LI / \ Occupancy Zoning (ACtual) Const (Allowable) k of Slories Length Deplh S.F. Total S.F. Footprints On Sile Sawage On Site Well MWCC System City Waler PRV Required BooSter Pump APPROVALS Planner Council Bldg. Ofl. Variance OFFICE USE ONLV _ Bidg. Permil -5w b8_' FEES Surcharge Plan Review SAQ Cily SAC,MCWCC Water Conn Watar Meler Acct. Daposit SNJ Permit SIW Surcharge Treatment PI Road Unil Park Dad. Copies TOTAL :s66.50 .t ? ? HOUSE HEATING TEST ADDRESS kK??.? APT. _ OCCU PANT S 1 fl`,,(n.lR. OWNER. HEAT LO55 DATE HTG. INST. SOLD BY Elsetrical Work By TYPE OF HEAT GA _ FA INSTALLED BY vvc:V? Gas Line By V\ HW _STEAM _SPACE HTR. _UNIT HTR. OTHER , , qt8 GAS DESIGN CONVERSION • MAKE MAKE OFBURNER Modsl Modal ..? SaNol Mox. BTU Rating_ INPUT B? MAKE OF F CE Model _ PIV CONTROLS `? THERMOSTAT n eae Pluq Vent Sixe - ? `J Valre VIZSZDS ?? KIND OF LINE SIZE E_ Limit ? ? Draft Hood Regularor " Limit $aMing ? Filtar: Size Nu er Fan Setting ? Chimney Location inside taide Pllot Type Chimney Consiruceion 1 Y1(?-UL] Pilot Make PilotModel a-Za034673moke Bomb _W?ring C? Pilof Tfming Draf1 _. _ Tes1 Tag ? L.W. C.f Off Door Pressure Lightiny Ins . ? 1 J,7,*-IlC 1 ? ? Xi Pressure P.rcentCO2 Deta Tesrod Inpuf CFH ' D Peresnt O Company Tesfing Stutk Temp. y?5 ? = Pe?cant CO ? Name of Tester - _ Fwm 235 RECORD _FLOOR _ CITY SUBURB 334TO ?? A /'? HOUSE?? 77uu•• ATING TEST ADDRESS +n I ?/`?? i-' ,/? (` ! ?/Y ? .APT._ OCCUPANT cJ"Wl/A G+??OWNER. HFAT LO55 nA7F NTG_ INS7 SOLD BY Els<trica[ Work By TYPE OF HEAT GA _ FA -.HW STEAM -INSTALLED BY \,4v\_L,V RW'' _.Cns Line By SPACE HTR. UNIT HTR. OTHER 'Itk J GAS DESIGN CONVERSION MAKE h MAKE OFBURNER Model ' ?` - Model Serial ??S Max. BTU Rating INPUT ???? ~ MAKE OF FUR Model ___ q?,,???p CONTROLS , ri1 THERMO?ST?AI T S " ?at plug Vent Si:e ?1 Valve KIND OF LINE? SIZE NONE Llmif ? Drait Hood _ ? Regularor 3? 1 Lfmif SeHio9 " Fan Svttiny lt7 Pilef Type Pilot Maks ? Pilot Model ? ?3J .? Filters Size Num er Chimney Location , Inside O?tside Chimney Conslrocfion Smoke Bomb Pilot Timing Draft L.W. Cut Ofi y . w Door Pressuro 'J` ` Psrcen}C0,-`.?- Date Input CFH Percenf 02 Comp Stack Temp?Pertent CO o Name Form 235 Press. re Wiring _ Tesf Tag ^ Ligh+ing Inat. (g? N „ TeaTed ? ( /. 04I anr iesr' y 1? QY 7.L'. ?? . of Tesear k/ 3.3 y d RECORD _FLOOR CITY?A?SUBURB op ? .. CITY OF EAGAN - 14018854 3830 Pilot Knob Road, P.O. Box 21-199, Eagan, MN 55121 PHONE: 454-8100 BUILDING PERMIT Receipt # To be used for ?ONDATION Est. Value oate APR S ,19 91 SiCe Addrgss Lot ??` Block Parcel No. [T!Aity ame TOM 'l?itR3B BTOAES ddress L 1 ST - ?TI? Phone Name Phone I hereby acknowlege that I have read this application and state that the infortnation is correct and aqree to comply with all applicable State ot Minnesota Statutes and City of Eagan Ordinancqs. J Signature of Permitee r r" b MrTEB 8EBYICB A Building Permit is issued to: on lhe express condition that all work shail be done in accOrdance wilh all applicable State of Minnesota Statutes and City oi Eagan Ordinances. Building Official f OFFICE USE ONLY ? pccupancy - FEES ? i Zoning - i P 117000 ? + (Actual) Const erm _ Bldg. t (Allowable) - ??? ? Surcharge # ot srories - 76.00 ? Length Plan Review a? ? TDepth - SAC, City ' ES.F. Total 59200.00 - BS.F. Footprints SAC, MCWC - C On Site Sewage _ Water Conn s. On Site Well -? Water Meter ? MWCC System City Water Acct• Deposit 0. ? PRV Required _ S1W Permit Booster Pump - SNV Surcharge .50 2,208.00 APPROVAIS Treatment PI 1053.00 Road Unit Pianner - park Ded. 3,352.00 Council Tmi1 ? 1, 02.00 y Bldg. Off. 1?f?3.SQ . Variance - TOTAL RD Sec/Sub C11y Name • permg Nc. permit Holde? Date Teleplmne # *ATER SEWfclq PLUMBING H.V.A.C. wO" 7GD? ELECTRIC bapeclion Date Insp. Comments Footirgs 1 Foundation Fr2uning Roorrg Rough Plbg. Ragh Ftt9_ Isul. Fireplace Fnal Htg. Fnal Plbg. Const. Meter Ping. Inspector - Notify Plumber Engr./Plan Bldg. Final Detk Flg. Decy Final Well Pr. Disp. CITY OF EAGAN ?-?Q ? 3830 Pilot Knob Road, P.O. Box 21-199, Eagan, MN 55121 " ' '' PHONE: 454-8100 , -- BUILDING PERMIT Receipt # To be used for S'TO$L b CAEt iiIASHEst. value $37 QpQ Date AU(`s 2 , 1931- Site Address iSiS DIE!'t.L?Y Rfl Lot ? Block _I_ Sec/Sub. ??w? PLAT.A OFFICE USE ONLY P7rCel NO. Occupancy B-1 ?? FEES Zoning -ML W Name - ; Address 0 City _ , o Name U J dAIJEt C0118'fR11C1'I01! ? Q Address 11224 160TH ? City Hl?STIliGS Phone 437-4938 I hereby acknowlege that 1 have read this application and state that the informalion is oorrect and agree to comply with all applicable State of Minnesota Statutes and City ot Eagan Ordinances. A Buiiding Permft is issued to: W J 1lAUBR COtiB?1ttT'CTI08 on the express condition that all work shall be done in accordance with all applicable State of Minnesota Statutes and City of Eagan Ordmances. 4 Building Ofiicial (Actual) Cons1 Bldg. Permit ?1ar (Al1Owable) SO e 163, Surchar # ol stories -1.- g Lengih ?2' 932.00 Plan Review Depth -81# SAC. City S.F. Total ??+w ? S.F. Footprints 513M SAC, MCWCC On Site Sewage _ Water Conn On Site WeY - Water Mater MWCC System ? City Water Z_ Accl- DePosit PRV Required _ S!W Permit Booster Pump - S/n/Surcharge APPROVALS Pianner Counoil Bldg. Oft. Variance Treatment PI ,. Road Unit Park Ded. I Copies ? TOTAL I - I PermN No. I Permit Holder 1 Date 1 Teleohane # I N,/4& Date I Inso. i Comments FooUngsl Foundation . Framing Rooling Rough Pibg. -? - ? Rough Htg. ?? ? • L `c Isul. Fiteplace Final Htg. 47, Z (y? Orstat Test Final Plbg• Plbg. Inspeclor - Notiy Plumber Const. Meter EngrJPlan Bldg. Finai Z&. - Dedc Final Well Pr. ?-%j??4 ?W?w CITY OF EAGAN 3830 Pilot Knob Road, P.O. Box 21-199, Eagan, MN 55121 PHONE: 454-8100 . BUILDING PERMIT Receipt # Site Address 1815 DIttLEY RD LOt ? BIOCk L- SeClSub. ?1AC P1.AZA OFFICE USE ONLY PBrC(?I N0. Occupancy - FEES Zoning _ W Name rM 171LMS (Actual) Const Permit 216.dL) Bldg _ . ? Address g 17TH ST (Allowable) - 1A 50 City ?ilK'+g Phone # oi stories ? $urcharge - I Plan Review 1?•? Lenglh ? p Name PtMP bHK7X& SSgVICE peP? AW SAC Cit = , y Address _ 1130] EXCMIDa SI.VD City HOPYI1e8 Phone 993-?80o - -- - S.F. Total S.F. Footprints - _ SAC, Mcwcc W ? On Site Sewage ater Conn _ OW W Name PHIL iml1?EA On Site Well _ Water Meter ?; Address _1704 C[?SW![ CIR MwCC system - <W City ?t?1 HIL1B Phone 639-9543 City Water _ Acct. Deposit PRV Required _ S1W Permit I hereby acknowlege that I have read ihis application and state that the infortnation is correct and agree to comply with all applicable State of Minnesota Statutes and City of Eagan Ordinances. Signature of Pertnitee "' - Booster Pump APPROVALS - S/yy Surcharge Trealment PI Road Unit A Building Permit is issued to: pUW & METRa OEMC$ on the express condition that all worlc shall be done in accordance with all applicable State of Minnesota Statutes and City of Eagan Ordinances. Building Official I Planner Council gldg, pff, Variance - Park Ded. ? _ Copies - TOTAL 366. ? Permit No. PamR Holder Date Tekphons # WATER SEWER PLUMBING H.V.A.C. ELECTRIC Mspsetion Date insp. Commer?ts Fooiings I ? Foundation Framing Roofing Rough Plbg. Rough Htg. Isul. Fireplace Final Htg. Orstat Test Final Plbg. Plbg. Inspecior - Notify Plumber Const. Meter Engr./Plan Bldg. Final Dedc Ftg. Dedc Final Weli Pr. Disp. SEWER 8 WA7ER PERAAIT CITY OF EAGAN 3830 Pilot Knob Rd. Eagan, MN 55122-1897 E APR 5. 1991 \ ? ? ADDRESS 1815 0l Fr1.EY F;, 4&5 ?LOCK 1 SEC/SUB ALA(:iUiA1JK PLAZA STATE PERMIT REDUESTED x SEWER X WATER _ TAPS - COMM/IND • X RESIDENTIAL X NEW _ EXISTING DAKOTA PLUMBI NG Lawn Sprinkler Meters are to be Installed BER: ?Ahead of Domestic Meters on Water Line. ESS: 3650 KENNEBEC DR Credit V?IILL WQT bq?*en for Deduct Meters. STATE rAGAN MN Zip 55122 "IF• +54--664 S I AGREE TO COMPLY WITH CITY OF IER: `i0M TfIUMB STORES EAGAN ORDINANCES 4ESS: E 17TEf ST , STATE ?tASTIr1GS rJCi Zip 55033 NE: 437-9023 SIGMATURE WHEN METER ISSUED 4SE ALLOW TWO WORKiNG DAYS FOR ESSIM CALL 4545220 FOR INSPECTIONS. FOR STORM ER PERMITS, CONTACT ENGINEERINQ DEPT. ? Qn i611' SEYIfER &!''ATER PERMIT OFFICE USE ONLY CITY OF EAGAN METEFi # PERMIT DATE 1 12 3830 Pilot Knob Rd. Eagan, MN 55122-1897 CHIP # PERMIT # METER SIZE B.P. RECEIPT # C 12796 ? APR 5. 1991 ISSUE DATE B.P. RECEIPT DATE ')4 OFS 91 DATE SITE ADDRESS 1815 IFFLEY RD LOT 4?15BLOCK 1 S /SUB 8?CKRAWK PLk2.A APPLICANT: ADDRESS: CITY, STATE ZIp PHONE: - PRV _ BOOSTER PUMP PERMIT REQUESTED X SEWER X WATER - - COMM/IND x NEW ? DAKOTA PLUMBII?G Lawn PLUMBER: Aheaq ADDRESS: 3650 KENNFBEC DP Credii CITY, STATE EAGAN MN ZiP 551 Z' PHONE: 454-6645 \ X EXISTING are to be Installed on Water Line. Deduct Meters. WITH CITY OF OWNER: "i Oti THUMB STORES EAGAN ORDINANCES ADDRESS: E ? 7TH ST ? CITY, STATE •"•?TTr`??? r`•?' ZIP 55?:•33 PHONE: SIGNATURE WHEN METER ISSUED ? i PLEASE ALLOW TWO WORKING DAYS FOR PROCESSING, CALL 454-5220 FOR INSPECTIONS. FQR STORAA { SEWER PERMITS, CONTACT ENGINEERING DEPT. , _ PRV _ BOOSTER PUMP OFFICE USE ONLY METER #??-3 4( u 671Y PERMff DATE -' 1/ 12 / 91 CHIP # YS ?d PERMIT # 12375 METER SIZE B.P. RECEIPT # C 12796 ISSUE DATE 91 B.P. RECEIPT DATE 04% C'? ! 91 I For?cel3se --------- ? . Vlty Of ELLp . ? ? Permd#: D? 7/ Y! ? ? ?l I ? 3830 Pilot Knob Road " I PermB Fee:1? v'6 Eagan MN 55122 F!hone: (651) 675-5675 I Date Received: I Fax:(651) 675-5694 _ ' . ? Staff: l. ? ZO I ;:-._;.. . . . ?-----------------? 2008 COMMERCIAL PLUMBING PERMIT APPLICATION Date: q?'ZZ- lOg Site Address: 18 \ S 7, 4?\e? ?? Tenant m;A Suite #: PROPERI'Y Name: S? ?cA? e> ?\ Phone: OWNER GONTRACTOR Name: ???.x.? r'??-??;•..cc??.'z??. License#: ?588aCv-?? - -- , Address:-13\1 City: j--,.w State :P'"??'? Zip: 55c???} Phone: ?S ?'?l `bCo' 3S ? 5 Contact Person: ?-? TYPE OF -New -Replacement _ Repair ;"-Rebuiid _ Modify Space - _ Work in R.O.W. WORK Descriptionofwork: PERMiT TYPE COIl9MERpAL _ New Cortstruction _ Modify Space - Irrigation System ( yes / _ no) ? RPZ / _ PVB) ' • Rain sensors required on irrigation systems • Avg. GPM _(2° tufio required unless smaller size allowed by Pubiic Works) Meters Call (651) 675-5646 to verity that tests passed prior to oickina uo meter. Domestic: Size & Type Fire: Size & Price 3!4" meter 1$83.00 Avg. GPM High demand devices? Yes _No Flushometers _Yes No PRV Required _Yes _No COMA9ERClAL FEES: $50.50 Minimum (includes State Surcharge) OR contract vaiue $ x 1°k Permit Fee Required on ALLnew buildings and boulevard_irrigation systems 4= 3 Radia_Meter Read - If Permil Fee is less Nan S1,000, surcharge is $.50 =$?= Meter(5) - K P rtni Fee is y 81,000, surcharge inaeases 6y $-50 for each $1,000 $7,000 PefmR Fee (i.e. a 51,00142.000 Permd Fee requires a E1.00 surcharge). =$ State Surcherge Following fees apply when installing a new lawn irrigation system. $ water Permit Call lhe Cily's Engineering DepartmeM, (657) 675-5646, for required iee amounts. , . $ - - Treatment Plant . $ Water Supply & Starage $ State 5urcharge TOTAL FEES $ nereoy aac+iovneoge maz mis miortna[ron is comqete anG acarate; mat me wonc wm oe m conrortnance wqn me oromances ana cooes oime ?nyrn cayan; u..I L.1v ; not a pertnik Dut only an applkaiion for a permiL antl work is iwt to start without a pertniC Mai the wak will bin accortlance with the approved plan in the case o( work whkh equires a 2viaw antl apptaval of plans. x L12,-r (>, ",,C? x . ApplicanYs rinted Name Appl' a Signature FOR.OFFICE USE qpproved By ' Date ? Reauired In'soect?ons. _ ????- ,. UnaeF Grourid?, ? _ ,.Roudh 1n_ ? =Ai[.Test .: . .Gas.Test ... ?? Frnai Page 1 of 3 2004 COMMERCIAL PLUMBING PERMIT APPLICATION CITY OF EAGAN 3830 PILOT KNOB ROAD, EAGAN MN 55122 651-675-5675 -Z s_0 Date JT l? l o? _ Site Address Unit # Tenant Name sS't n? C?Q i S?cti Former Tensnt Name _Tr)m ??.,, ? 5?l-p Q'2 Property Owner S j r_/q ir, Telephone #(6la )'7 /g Contractor 0A/,4xy wPcja,v' Address 73! -7 /,a & LoP i j) e City L I p Rp 44k,p6 State d&? Zip 550/'y Telephone # (6TI R 6 - 3 SSS The Applicant is _ Owner Contractor Other Work Type _ New Bldg -? Add-on _ Repair RPZ PVB Irrigation system * " Jerrv Wobschall [o calculate fees. R uired meter size is ?" tur6o unless smaller size ermitted bv Public W'orks Description of Work 2067411 f F'/oor diNa i µl `? 1 yqa,.vrL 4Nk To inquire if Pressure Reducing Valve is required on new service, call 651-675-5646 Meters - Call 651-675-5300 to verify tha[ hydros[atic, wnductivity, and bacteria tests passed prior to oickine uo meter Irrigation Size & Type Avg GPM Fire Size & Price 3/4" disnlacement $ 155.00 Domestic Size & Type Avg GPM Includes high demand devi ces? _ Yes _ IVo Flushometers _ Yes _ No PRV Required _ Yes _ No Pertnit Fee $50.50 mrnimum (includes State Surcharge) 0p 0 ? ConuactValue $ SpO x i% _$ ? BaseFee $ Meter(s) Required on alt new buildings & boulevard irrieation svstems $ Radio Meter Read Ifbase fee is $1,000 or less, surcharge is $.50 $ St2te SllTC1137ge If base fee is over $1,000, surcharge is $.50 per $1,000 of Ihe Base Fee Following fees appty only when installing new irrigation system ? $? Y? Water Permit ? Contact Jerty Wobschall at 651-675-5024 for required fee amounts $ Treatment Plant $ Water Supply & Storage $ State Surcharge -------------------------------------------------------------------------------------------- ---°-------------Sf -- $ .? ? ---------------------------------- Total Fee i nereny appiy ror a uommerciaI Ylumbing Pettnit and acknowledge that the information is comple[e and acwrate; that the work will be in conformance with the ordinances and codes of [he Ciry of Eagan and with the Plumbing Codes; that I understand [his is not a ermit, but only an application for a pemvt, and work is not to start without a permit; that [he work will 6e in accord wi e approved ' the case of work requires a review and approval of plans. , I1 ?--?- I >i ? lf? h`VSOn) ApplicanYs Printed Name Applica Signat e CITY USE ONLY REQUIREDINSPECTIONS: _ U.G. _ AirTest _ GasTest _ Roughtn _ Final PLANS SUBMITTED APPROVED BY: BtiILDING INSPECTOR General Information • Radio Meter Read (required on all new buildings & boulevard irrigarion systems- $141.00 • RPZ's must be rebuilt every five years. A minimum fee permit per address is required for RPZ rebuilding or repairing. • Water meters include copper horn/strainer, remote wire, and touch-pad meter GPM METERS USE PRICE GPM METERS USE PRICE 1-20 5/8" residential $121.00 4-120 I-1/2" irrigation syst $ 788.00 displacement smcommercial turbine'"* must receive ,,,ar;m?m conrinuous appl'oVal from Public Works 2-30 3/4" lawn irrigation $155.00 4-160 2" hubine ]g irrigation syst $ 992.00 rnasimum displacement residential gz contumous sm commercial producrion ]ines 15 3-50 1" displacement very Ig res $200.00 1/4 to 160 2" compound bldgs over $ 1,880.00 bldg to 24 units 65 units r,iaximum sm commercial & continuous & ]g comm bldgs zs icriations stems 5-100 1-1/2" bldgs 25-64 units $488.00 :aaximu;n displacement & condnuocs most comm hldgs 50 METERS REOUIffiNG 30-DAY ADVANCE 'VOTICE PRIOR TO PICK UY GPM METERS USE PRICE GPM METERS USE PRICE 5-350 3" turbine very Ig irrigation $1,338.00 6-500 4" compound +300 unit bidgs & $3,749.00 syst & productiou very Ig comm bldgs lines 112-320 3" compound +200 unit bldgs $2,407.00 10-1000 6" compound +400 unit bldgs $6,124.00 very Ig comm bidgs very Ig comm bldgs 15-1000 4" turbine verylgirrigation $2,384.00 syst & production lines ? y•, To schedule inspection of the inside water line and backflow preventer, call 651-675-5675. • To arrange for water turn-on, call 651-675-5300. cc: Maintenance Division Clerical Technician Updated 8/03 a?ocA i - $01114-t0vIIMERCIAL BUILDING PERMIT APPLICATION City Of Eagan 3830 Pilot Knob Road, Eagan Mn 55122 4 ? a g- a 5 Telephone # 651-675-5675 FAX # 651-675-569 . . . s . ? . .. - ' • SWcturel Plans (2) sets • Amhitectural Plans (2) sets • ArchitecW21 Plans (2) sets • Civil Plans (2) • SWclurel Plans (2) • Code Analysis (1) . Certifipte of Survey (1) • Civil Plans (2) • Project Specs (1) . Code Malysis (1) • Landscaping Plans (2) • Key Plan (1) • Project Specs (1) • Code Malysis (1) • Master Exit Pian (1) . Spec, Insp. & Testing Schedule " • Certificate of Survey (1) • Energy Calculations (1) not always" • Soils Report (1) • Spec. Insp. & Testing Schedule (1) " • Elec. Power & Lighting Fortn (1) not always" • Meter s¢e must be established • Meter stze must be eshabtished • Meter size must be established-if applicable 1 • Project5pecs (1) b y . EnergyCalculations (1) L (1) • Elecfic Power & Lighting Form 1 , • Master Exit Plan (1) L 1 • Emergency Response Site Plan (1) 1 • SoilsReport (1) i • SAC detertnination - call 651-602•1000 • SAC determina6on - call 651-602-1 D00 SAC detertnination - call 651-602-1000 Call MN Dept of Health at 651-215-0700 for details regarding food & beverage or lodging Cacilities. •* Contact Building [nspections for sample and if required when it stafes "not always". **` Pecmit for new building or addition will not be processed without Emergency Response Site Plan, y Date t,5 rs+? ConstrucHon Cost Site Address ./?i 7e??'P V 1? . UnitlSte # Tenant Name c!0/,/-- 45?;-l Co J- p , - Former Tenant Name 177.6 ' ? ? Descrlptiou of Work L s? Qi ? r" g Property Owner %C:/C?7/ /"' Telephone #(9?) 7c3 6??C?9'? :?, K c-r/?l?errc 6`••,„ ??s?227 Contractor JT7 ??' ;>???DZIb ' Address /?s O % /.= SI/l Z/6f State Zip Telephone # 7t' D ? Arch/Engr Registradon # Address J City State Zipj elephone # ( ) ? Licensed plumber installing new sewer/water service: Phone #: ?J w / I hereby apply for a Commercial Building Permit and aclmowledge that the information is complete and accurate; that the work will be in conformance with the ordinances and codes of the City of Eagan and the State of MN 5tatutes; I understand this is not a permit, but only an application for a permit, and work is not to start without a pernut; that the work will be in accordance with the approved plan in the case of work which requires a review and approval ofplans. ? ??-?/? ??1LY5lt",?/1 ?`J ApplicanYs Printed Name Applicant's Sign ?il? G 1G7 %/- 4?i l (f-O ; ?, OFFICE USE ONLY Sub Types ? 01 Foundation ? 14 Apartments ? 15 I,odging 0 25 Miscellaneous Work Types ? 31 New ? 32 Addition V 33 Alteration ? 34 ReplacemeM 0 26 Public Facility ? 30 Accessory Building a' 27 Commercial/Industrial ? 32 Ext Alt-Apartments 0 28 Greenhouse 0 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 (Foundation) ? 45 Fire Repair ? 37 Demolish (Bldg)' O 43 Reroof ? 46 Windows/Doors •Demolition (Entire Bldg onl» - Give PCA handout to applicant Valuation Occupancy MCES System ? CensusCode ?37 Zoning ??? City Water ?,- SAC Units Stories ? Booster Pump - Nbr. of Units Sq. Ft. PRV " Nbr. of Bldgs Length •-' Fire Sprinklered /2c) Type of Const ?9 2ow yBC, Width '-` Required Inspections Footings (new bldg) Insulation _ _ Footings(deck) ? FinallC.O. _ Foatings(addifion) _ FinaUNo C.O. Foundation Other Drain Tile Roof Ice Pr Decking Insul Ftgs Pool Final Air/Gas Tests _ Final y? Framing _ _ _ _ _ Siding _ Stucco _ Stone _ Fireplace _ R.I. _ Air Test _ Final _ Windows Approved By: Planning ? L Building Inspector Base Fee Surcharge Plan Review MCES SAC City SAC Water Supply & Storage (WAC) S/W Permit S/W Surcharge Treatment Plant Park Dedication Trails Dedication Water Qualiry Copies Water Trunk Sewer Trunk Other /ar,as- 3.00 Totat fa?O i o?? PLUMBING (COMMERCIAL) ` Permit Application City Of Eagan 3830 Pilot Knob Road, Eagan Mn 55122 Telephone # 651-675-5675 FAX # 651-675-5694 Date ` / ac? / ?J SiteAddress 1,J61 15 Unit# Tenant Name-7-0 vh Former Tenant Name Property Owner?cn?( Telephone # ( ) Contractor ?,?„1AXV ?e c?k Address City L".so L,.V¢S State Zip 5S0\'-k Telephone#((oSl)-1glo-"3555 The Applicant is _ Owner ?'0- Contractor Other Work Type _ New Bldg _ Add-on _ Repair ? RPZ PVB Irrigation system * • Jer Wnbschall to calcula[e fees. Re uired me[er size is 2^ [urbo unless smaller size crmit[ed b Public Works Description of Work :RqNt?",.Ikv o5? Z?Z \? 4\?? To inquire if Pressure Reducing Valve is required on new se[vice, call 651 fi75-5646 Meters - CaII 651-675-5300 to veri£y that hydrostatic, conductivity, and bacteria tests passed orior to uickine uo meter Irrigation Size & Type Avg GPM Fire Size & Price 3/4" displacement S 156.00 Domesric Size & Type Avg GPM Includes high demand devices? _ Yes _ No Flushometers _ Yes _ No PRV Required _ Yes _ No Permit Fee $50.50 minimum (includes S[ate Surcharge) Contract Value $ x 1% _$ Base Fee $ Meter(s) Required on all new buildings & boulevazd irrieation svstems $ Radio Metet Read If base fee is $1,000 or less, surcharge is $.50 $ St3t¢ SuichazgB [f 6ase fee is over $1,000, surcharge is $SO per $1,000 of Ihe Base Fee Following fees apply only when installing new irrigation system ? $ ? Water Permit ? Ccmtact Jerty Wobsctiall at 651-675-5024 for required fee amounts $ TreahnentPlant $ Water Supply Rc Storage $ State Surchuge -------------------------------------------------- ----------------------------------- ------------------------------------- sm $ Sb• ---------- ----- ----------------------- Total Fee 1 nereoy appry ror a commerciai Ylumbmg Yemtit and aclmowledge tha[ [he information is complete and accurate; that the work will be in conformance with the ordinances and codes of the City of Eagan and with the Plumbing Codes; that I understand this is no[ a permit, but only an application for a pernut, and work is not to start without a pertnit; that the work will b in accordance with t e approve an in the case of work which requires a review and approval of plans. K2?rr? ?arc,rp, ? ApplicanPSPrintedN3me Annliant's.Qi an?re - ` 14388 BLACKHAWK PLAZA 22603 EAGAN RSC THREE 16700 CEDAR GROVE 15T 53760 OAKBROOKE 16701 CEDAR GROVE 2ND 83570 WENZEL 1ST DIFF LEY ROAD (PAGE 3 OF 4) 1525 lO 83570 370 Ol (urmERGROUivD SPRmrtcLER SYSTEM) 1585 10 02100 012 51 (TELEPAONESWITCHINGSTATION) 1785 IO (MnDOTSIGNAL) 181$ 10 14388 040 01 (GAS STATION/CAR WASH) 05001 1845 10 02000 060 79 1895 (TELEPHONE SERVICE PEDESTAL) 1930 1002900 01125 (CHRIST LlJ'['HE]'ZAN CHURCH) 1975 10,22603 01001 (QWEST TELEPHONE EQIDPMENT BLDG) 1985 10 02000 011 52 1995 10 16700 120 11 1996 10 16701 01001 1999 10 16700 130 11 2002 10 16701 02001 2003 10 16700 140 11 2007 10 16700 150 11 2008 10 16701 03001 2011 10 16700 160 11 2014 10 16701 04001 2015 10 16700 170 11 2018 10 16701 05001 8 1991 HIII 1LDING ?I? RCATION CITY OF EAGAN SINGLE FAMILY DWELLINGS MULTIPLE DWELLINGS ! COMMERCIAL 2 SETS OF PLANS 2 SETS OF PLANS 2 SETS OF ARCHITECTURAL 3 REGISTERED SITE SURVEYS REGISTERED SITE SURVEYS - & STRUCTURAL PIANS 1 SET OF ENERGY CALCULATIONS (CHECK WITH BLDG. DEPT.) 1 SET OF SPECIFICATIONS 1 SET OF ENERGY CALCU LATIONS 1 SET OF ENERGY CALCS _# OF RENTAL UNITS _# OF FOR SALE UNITS PENALTY APPLIES WHEN: TYPING OF PERMIT IS REQUESTED, BUT NOT PICKED UP BY IAST WORKING DAY OF MONTH I N WHICH REQUEST IS MADE. LOT CHANGE IS REQUESTED ONCE PERMIT IS ISSUED. NOTE: ADDRESSES FOR CORNER IATS - CONTRACTOR/HOMEOWNER MUST DESIGNATE WHICH ADDRESS IS DESIRED. NO CHANGES WILL BE ALLAWED ONCE BUILDING PERMIT IS ISSUED. PROCESSING TIME FOR SEWER & WATER PERMITS IS TWO DAYS ONCE A PERMIT HAS BEEN COMPLETED. PERMIT MUST SHOW A LICENSED PLUMBER. To Be Used For Site Address Valuation /8l.r'?, / '/? F Lot ? Block Parcel/Sub h .Qr,r ftflt,4 I',nf? ?/-y? - L Owneriv41' 4 ' '/ ?LOUp / Address City/Zip Code 40^ 5r ? Phone Contracto ClGi l /W' .v(?/i?'t'- Address City/Zip Phone Arch./Engr.??/// 2A1il2 y/ Address 3704 City/Zip Code ZY, : ?jooo ? Date: 7- / -/ / OFFICE IISE ONLY FEES Occupancy Bldg. Permit .;l 1 L. Jo Zoning Surcharge 10,5? Actual Const Plan Review / U, 00 Allowable SAC, City # of stories SAC, MWCC Length ? Water Conn. Depth 8 Water Meter S.F. Total Acct. Deposit Footprint S.F. S/w Permit S/W Surcharge On site sewage_ Treatment P1. On site well Road Unit MWCC System _ Park Ded. City water _ Trail Ded. PRV Copies Pho # l•a'LCd agrees that all work shall be done in accordance with (Signature of Contractor) all applicable State of Minnesota Statutes and City of Eagan Ordinances. ? .. -.. -' SPECIAL IN3PECTIO14 AND TESTING SCHEDULE ?(TO beused in accordance with the "GUidelinea for Special Inspection and Testing") PROJECT NAME LOCATIOfT Tnz..T 7'i7'B S1^':'T'S ?771. noaa cvrrrnr. rucncrmTnv cnvc?n.no PROJECT NO. PERHIT NO. (1) S ecification Type of Re ort Asei d ection Articl Descri tion 2 Firm 3 p Fre uenc gne Firm 4 n; a_l r» r ?r,G, ? ,-,on Pi;r??? %: I-iet^r Dai1 V P,z*n? r: i•Seter I. ^l n T"•? ?•"lm ? i. 1 1 ?P.l n Yranl ,rc",; n ='Dtii; l Wr, rnJ- naces: -- , . Thia achedule tobe filled out and included in the project specification. Information unavailabie at ttiat time to be filled out when applying for a building pezmit. (1) Permit No. to be provided by the Building Official. (2) Use descriptions per U.B.C. 5ection 306. (3) Special Inspector, Testinq Agent or Fabricator. (4) Firm contracted to perform aervices. (1) ?nspection done ondaily bas.i_s U,r JoF ='ad.ermacLc-r - Conmz,y -n,=ncer (;?) Ph=.li,) {raml.i-ngrr -Fu2?111ng Eng-'I_neering ` acxxowr,EDCSMErrrs = Eg ` 1_278-0 3701: Cha+hamCircle °ach appropriateteoreaentative must sign below: lSderi PI.L_;. i_'41.riri. Owner:--!Lam „y,}"h Firm: Pate: Contractor: ?tLn7-^• T?`eter jf-rviCe Firm: i f4. Date: 7 -/9-?? AzChit.OC'G:Er,mli+???cr _ RIrIinn e F1IRI: _ - Date: SER: Tlb i]_7? i?1a71 i_r;:nr, ?rp-" -r1cd??,aPe? Firm: DdF.e: • sz: Jim F3yle - Custom Cano?)ies g.tim: ?ate: ST: F'irm: Dat°: ^yA;_ `'T'o' ='ri?i_ricr:^S Fi_m: Date; T.'v: _ Fir:n: ? Ua?2: - difi F3?j1e - Custom Ca-ncnic> - ., Firm: ---- ?ate: -- - . ?.- _ Fir?: -- .+ ?,??. .•.d?_,..au?.,_ na, y - ?. , - - _ _ .. . . ..._?. .J: 1"L._ . .?C.1. , _.. i -. .. ..1J:_:.. Sl- 1) nei :tgF 77_I {-allll7'.rif;2r, RE =" 1-2780, ±.he structvral =•ng1T12Er .a}to TlakES thG= t3reb;irig 'o2' tC15 C2"ion- Illl ;"1a}:E uhon a'.7d 7l'.2 1":1;02Ci,7.',ri5• JIm 3.Yle - Ous?:?ra C non:i_es T.aill 71ai,e insection o' can?p,r du?in; enns?r.uct??n. JDP 1'..deTT!eCl"127',?p'S"'.'J i? *lei:PT' Brigi.riP,2f 7d111. Ittat{(: (j.81ly joD inSpGCu].oT15. r ^ .•..?..1 .?e'_. .,o .,, , ,nn ". r ...?5'1Ci?11.?.??_ _ ...- . 7 T'1..;..rS , ? 7.1 . . @ . „ < .. .,"c .,. ?? .:7.;'::.?" {)-?Z),. ="'ni '.17?'1^c, C'1?1S?rACi?,?7`OIl. Fe? -, Ct rt? 4 x lop = gc?0 1 Miv" tX 65p = S?.oo -rR, riL, g, K a176 = zzos QoIaa Ll ?-4 i r Go??l?6 Sr' °??3?bn = 1,399 Rc,2? y? IIlo ?/ss'3 PA21L DEAIGAT1pN GdqWV sF x -ass = 33sy -- _ ?U' y T'RA i ?DEa i c AT o?J 7 i ? • ?? ?, ? - ,:uu+ 1.399 k SS`? 7 (5 •u')? f,UJ • UU+ 5[U0 IJ.? ;U UU` U•7Dr %':_Uli•Uil+ 3 j5J• I) I j i- ? v;i ?I '? • IJ I ? f. ? µf 15 ly 5 •'JUk + 1 1991 BUI!I?PMSAPtLICATION T T CITY OF EAGAN SINGLE FAMILY DWELLINGS MULTIPLE DWELLINGS COMMERCIAL 2 SETS OF PLANS 2 SETS OF PLANS 2 SETS OF ARCHITECTURAL 3 REGISTERED SITE SURVEYS REGISTERED SITE SURVEYS - & STRUCTURAL PLANS 1 SET OF ENERGY CALCULATIONS (CHECK WITH BLDG. DEPT.) 1 SET OF SPECIFICATIONS 1 SET OF ENERGY CALCULATIONS 1 SET OF ENERGY CALCS _# OF RENTAL UNITS _# OF FOR SALE UNITS PENALTY APYLIES WHEN: TYPING OF PERMIT IS REQUESTED, BUT NOT PICKED UP BY LAST WORKING DAY OF MONTH IN WHICH REQUEST IS MADE. IAT CHANGE IS REQUESTED ONCE PERMIT IS ISSUED. NOTE: ADDRESSES FOR CORNER LATS - CONTRACTOR/HOMEOWNER MUST DESIGNATE WHICH ADDRESS IS DESIRED. NO CHANGES WILL BE ALIAWED ONCE BUILDING PERMIT IS ISSUED. PROCESSING TIME FOR SEWER & WATER PERMITS IS TWO DAYS ONCE A PERMIT HAS BEEN COMPLETED. PERMIT MUST SHOW A LICENSED PLUMBER. ?,?u?s??%'•-n.s o.,? /y r .. , ?" j l To Be Used For: C.?-0dN". s•1" i..?at- F c?'?` ?? ?? ` `?" / y 7? Valuation: Date: Site Address ' V? a UIf? Xo. ? Lot Block ? Parcel/Sub f ,7f?aZ,?,, Owner /d ?Address C 1' ?r City/Zip Code ttl A12 Phone -? - ?O Z3 Contractor A. Address X- City/Zip Code74 'i -J 'p Phone 3F12ED,CAPry' Arch./Engr. i" 1r•+d _ a'.J/nlt.tJ- Address ln+j City/Zip Code '4 `r10 o?DaD' FEES Occupancy ' Bldg. Permit f?VO Zoning Surcharge ,DO Actual Const Plan Review 7.00 - Allowable SAC, City 190610 0 # of stories SAC, MWCC 5 0 100 Length Water Conn. Depth Water Meter S.F. Total Acct. Deposit Footprint S.F. , S/w Permit 30,op S/W Surcharge .SO On site sewage_ ? Treatment P1. ZZOS,OD On site well Road Unit $? S3,oJ MWCC System ? Park Ded. 3.452,aU City water ? Trail Ded. /202,00 PRV Copies Booster Pump _ APPROVALS SUBTOTAL Penalty Lot Change TOTAL ,SO Phone 33 G agrees that all work shall be done in accordance with (S gnature of Contractor) '. Planner Council Bldg. Off. Variance all applicable State of Minnesota Statutes and City of Eagan Ordinances. Isr ?oo, o? _ ?q. n, Zz? k k s.? _ ??y,? ?- ?W5W•?° 5L.. a..c.,.t.n ?E 3a7 00o Y. uoos = rq34 Y. I v3, s-0 PlaV. 1 sz. / o ox- I 3 z. ?-, CERiniu anAex f'6M wqe.E PlZEVioL4SA-M PAtO ttiPoN lss??c,t oF L3uLw"Kc+- PCIQMIT NNMIICYl ISDSy 337,000 ? E? - ?J ?7? t?D v w . , - ..------- ----- --- ; .?_. i ; . .. , ? I ; . . , 0?? I ? 11434•00+ { l0"3-50+ I I 932•OUF i 2, 529 •50* I I r + ? 1991 BtIIIING IT AOICATION WN'2' CITY OF EAGAN 1 e h? SINGLE FAMILY DWELLINGS NULTIPLE DWELLINGS COMMERCIAL / 2 SETS OF PLANS 2 SETS OF PLANS 2 SETS OF ARCHITECTURAL 3 REGISTERED SITE SURVEYS REGISTERED SITE SURVEYS - & STRUCTURAL PLANS 1 SET OF ENERGY CALCULATIDNS (CHECK WITH BLDG. DEPT.) 1 SET OF SPECIFICATIONS 1 SET OF ENERGY CALCUTATIONS 1 SET OF ENERGY CALCS # OF RENTAL UNITS _# OF FOR SALE UNITS PENALTY APYLIES WHEN: TYPING OF PERMIT IS REQUESTED, BUT NOT PICKED UP BY LAST WORKING DAY OF MONTH IN WHICH REQUEST IS MADE. IAT CHANGE IS REQUESTED ONCE PERMIT IS ISSUED. NOTE: ADDRESSES FOR CORNER IATS - CONTRACTOR/HOMEOWNER MUST DESIGNATE WHICH ADDRESS IS DESIRED. NO CHANGES WILL BE ALLOWED ONCE BUILDING PERMIT IS ISSUED. PROCESSING TIME FOR SEWER & WATER PERMITS IS TWO DAYS ONCE A PERMIT HAS BEEN COMPLETED. PERMIT MUST SHOW A LICENSED PLUMBER. To Be Used For: ? S}?OyQ??uation: Date: G-? Site Address OFFICE USE ONLY 3a7I poo Lot ?1"5 Block ? Parcel/Sub Owner ? d/'%T.r/rlMl3 /'voD x'/,G.f1KdI- Address 11O fjJSl 7761 City/Zip Code 6/}3T/iY2 S Phone 5?? ] - '1j02 Y ,sJ 033 Contractor /,J T Q,BUex eoi?,}7- Address //Z 2 ?/ A6o T.61 City/Zip Code !?/?S%/NSS Phone 1-13 7 41?1,38 Arch./Engr. ?tYUST.91?d "C/.Sh"eJT Address City/Zip Code id/XIN.S Phone # -,11W -'7_76,r' Occupancy 5"1 $"Z Zoning N 6 Actual Const V-nl Allowable V-N # of stories I Length '72 Depth 8 2 _ S.F. Total 5300 Footpzint S.F. 530 0 On site sewage_ On site well MWCC System ? City water PRV _ Booster Pump _ APPROVALS Planner _ Council Bldg. Off. .. Variance FEES Sldg. Permit 1y34.00 Surcharge 16$.Sc, Plan Review 32,00 SAC, City SAC, MWCC Water Conn. Water Meter Acct. Deposit S/w Permit S/W Surcharge Treatment P1. Road Unit Park Ded. Trail Ded. Copies SIIBTOTAL Penalty Lot Change TOTAL '?z3wqSO ,._J// Z_ agrees that all work shall be done in accordance with (Signature o. ontractor) all applicable State of Minnesota Statutes and City of Eagan Ordinances. I/ CITY OF EAGAN 3830 PILOT KNOB ROAD EAGAN, MN 55122 PHONE (612) 454-8100 m#il FOR CITY USE ONLY PERMIT # RECEIPT # ' ? O DATE: g 4 g PLEASE COMPLETE UPPER PORTION ONLY FOR SINGLE FAMILY DWELLINGS 6 TOWNHOMES/CONDOS WHEN PERASITS ARE REQIIIRED FOR EACH UNIT. WORK DESCRIPTION NEW CONST _ ADD ON _ REPAIR _ OWNER NAME: SITE ADDRESS: LOT: BLOCK SUBD. INSTALLER: ADDRESS:_ CITY: PHONE #: ZIP: SIGNATURE OF PERMITTEE COMPLETE THE FOLIAWING: N0. FIXTURES EA. TOTAL ADD-ON MINIMUM 15.00 SHOWER 3.00 WATER CIASET 3.00 BATH TUB 3.00 LAVATORY 3.00 KITCHEN SINK 3.00 LAUNDRY TRAY 3.00 _ HOT TUB/SPA 3.00 WATER HEATER 3.00 FLOOR DRAIN 3.00 GAS PIPING OUT. _ (MINIMUM - 1) 3.00 ROUGH OPENINGS 1.50 _ OTHER WATER SOFTENER 5.00 PRIVATE DISP. 15.00 U.G. SPRINKLER 3.00 SUSTOTAL $ ST. SURCHARGE .50 TOTAL: PLEASE COMPLETE THIS PORTION FOR ALL COMMERCIAL/INDUSTRIAL BUILDINGS AND MULTI-FAMILY BUILDINGS WHEN SEPARATE PERMITS ARE NOT REQUIRED FOR EACH DWELLING UNIT. CONTRACT PRICE: I3 . Gvv. CrrJ- QWNER NAStE: Td? Thu? Lo SITE ADDRESS: n611 "' .....??y Al{??c... RLI. IAT: #.T BIACK ? SUBD. Owj? 4a, INSTALLER: f) hICr,TA 91 (x . it &TG . ADDRESS: 3450 KC?,uc&-c Lk. CITY: Ea ZIP: PHONE #: q - GC g-T FOR: ann?? CITY OF EAGAN FEES 18 OF CONTRACT PEE. STATE SURCHARGE - $.SO FOR EACH $1,000 OF PERMIT FEE. $25.00 MINIMUM FEE. o? CONTRACT PRICE x 18 $ STATE SURCHARGE $ `5v Sj TOTAL: $ /90 ?lS-_& C? KPp n . (SIGNATURE) CITY OF EAGAN 3830 PIIAT Kt10B ROAD EAGAN, MN 55122 PHONE (612) 454 8100 pCmNICm.'YM FOR CITY USE ONLY PERMIT # RECEIPT # d DATE: &Z?TLIEN?'Il1L:;: PLEASE COMPLETE IIPPER PORTION ONLY FOR SINGLE FAMILY TOWNHOMFiS/CONDOS WHEN PERMITS ARE REQUIRED FOR EACH UNIT. ----------------°-°--- -------------------°------•"---°---------- WORK DESCRIPTION FEES NEW CONST _ ADD ON _ REPAIR _ OWNER NAME: SITE ADDRESS: LOT: BIACK _ _ SUSD. , INSTALLER: ADDRESS: CITY: ZIP: PHONE #: ADD-ON MINIMUM HVAC 0-100 M BTU ADDITIONAL 50 M BTU GAS OUTLETS - MINIMUM OF 1 PER PERMIT SUBTOTAL: STA:E SURCHARGE: TOTAL: DWELLINGS & $15.00 24.00 6.00 3.00 $ so $_- SIGNATURE OF PERMITTEE °2E2SF C^HPLyT.E ?9IS POP.TI.^."'. FOR ::.L r-'-?1?SF.RC12T_/r*!DPST°.ZAL BIIT_LL'SNGS, APAR1'MENT BUILDINGS, AND MULTI-FAMILY BU,['.DINGS WHEN SEPARATE PERMITS ARE NOT REQUIRED FOR EACH DWELLING UNIT. CONTRACT PRICE: 1 Sd0 -pO OWNER NAME: f om' THUm t3 SITE ADDRESS: bIrFtEV l{agp LOT: t BLOCK ? SUBD. &-Aa.eu2 &P_ INSTALLER: S??U71q ToiNT( 9£HR*£t4-T1o71 /A!C ADDRESS: Jr-Wo Id 36971 . ST CITY: mpLS Zip; S541(0 PHONE #: 9a10 q(o0l FOR: CITY F EAGAN FEES 18 OF CON7'RACT FEE. STATE SURC:HARGE _ $.50 FOR EACH $1,000 OF PERMIT FEE. PROCESSED PIPING s $25.00 $25.00 AII2•IIMUM FEE. CONTRACT YRICE x 1% $ -75'6q) STATE SURCHARGE $ 3- 75- TOTAL: $ -7 F- 75- (SIGNATURE) ?.- CITY OF EAGAN 3830 PIIAT KNOB ROAD EAGAN, MN 55122 PHONE: (612) 454-8100 "G9mmt t? k;?a i>?',,•,?', ,?,R?9 ?': FOR CITY USE ONLY PERMIT # RECEIPT # d Z DATE: ZL/3121 PLEASE COMPLETE IIPPER PORTION ONLY FOR SINGLE FAMILY DWELLINGS & TOWNHOMES/CONDOS WHEN PERMITS ARE REQIIIRED FOR EACH UNIT. WORK DESCRIPTION NEW CONSTiz- ADD ON REPAIR OWNER NAME: SITE ADDRESS: iJi : ni.GCn SiJBD. INSTALLER: ADDRESS:_ CITY: PHONE #: ZZP: FEES ADD-ON MINIMUM $15.00 HVAC 0-100 M BTU 24.00 ADDITIONAL SO M BTU 6.00 GAS OUTLETS - MINIMUM 3.00 OF 1 PER PERMIT SUBTOTAL: $ STATE SURCHARGE: .50 TvlfSL: y SIGNATURE OF PERMITTEE ?4MM?kGIAY;/?NT)C1STA?AI.::' PLEASE COMPLETE THIS PORTION FOR ALL COMMERCIAL/INDUSTRIAL BUILDINGS, APARTMENT BUILDZNGS, AND MULTI-FAMILY BUILDINGS WHEN SEPARATE PERMITS ARE NOT REQUIRED FOR EACH DWELLING UNIT. ___--° ---------°___-.______ CONTRACT PRICE: OWNER NAME: SrTE ADDRESS: LOT :'Y f 5 INSTALLER: BLOCK ? SUBD. 1 ? ADDRESS: ??J4i? QJ?¢b AV? CITY: ? N ?i Y2K ZIP: ? PHONE #: '5?60I 3 ?3!&Q £OR: CITY 0 EAGAN FEES 18 OF CONTRACT FEE. STATE SURCHARGE _ $.50 FOR EACH $1,000 OF PERMIT FEE. PROCESSED PIPING m $25.00 $25.00 MINIMUM FEE. 2?9 19 0 CONTRACT PRICE x 18 $ bez:flgw STATE SURCHP,RGE . tJO TOTAL:? S ?c?' J GNA E) r CITY OF EAGAN ' 3830 PZLOT KNOB ROAD EAGAN, MN 55122 PHONE: (612) 454-8100 FOR CITY USE ONLY PERMIT # RECEIPT #- DATE: 9 RESID$?ITTIXL:' PLEASE COMPLETE IIPPER PORTZON ONLY FOR SINGLE 1 ?V ?' TOVNHOMES/CONDOS WNEN PERMITS ARE REQIIIRED FOR EACH UNIT. ------------------------ --------°----°---------------------• WORK DESCRIPTION FEES NEW CONST ? ADD ON _ REPAIR _ OWNER NAME: SITE ADDRESS: LAT: BIACK SUBD. INSTALLER: ADDRESS: CITY: PHONE #:_ ZIP: ADD-ON MINIMUM HVAC 0-100 M BTU ADDITIONAL 50 M BTU GAS OUTLETS - MINIMUH OF 1 PER PERMIT DWELLINGS & $15.00 24.00 6.00 3.00 SUBTOTAL: $ STATE SURCHARGE: .50 TOTAL: $ SIGNATURE OF PERMITTEE ?`?SIlZf??G?TAL/,?:1V?3SS5?'llTki`G? YLEASE COHPLETE THIS PORTION FOx A'LL COMASERCIAL/INDUSTRIAL BIIILDINGS, APARTMENT BUILDINGS, AND MOLTI-FAMILY SUILDZNGS WNEN SEPARATE PERMITS ARE NOT REQUIRED FOR EACH DWELLING UNIT. CONTRACT PRICE: $28'800'00 FEES OWNER NAME: mom Thnmh Fnrvi market SITE ADDRESS: 7815 n;ffiA;r ud IAT:? BLOCK L SUBD. INSTALLER:FREDRICKSON HEATING & A.C., INC. ADDRESS: 3650 Kennebec Dr. CITY: Eagan PHONE #: 452-2775 Zjp; 55122 FOR: TY OF EAGAN 16 OF CONTRACT FEE. STATE SURCHARGE - $.50 FOR EACH $1,000 OF PERMIT FEE. PROCESSED PIPING - $25.00 $25.00 MINIMUM FEE. CONTRACT PRICE x 18 $ 288.00 STATE SURCHARGE $ _50 TOTAL: $ 288_5? 61i-7?.e?-?.?.u,? er (SIGNATt7RE) /J ? OF 3830 PILOT KNOB ROAD TI-IOAAA5 EGAN EAGAN, MINNESOTA 55142-1897 . MayOf PHONE: (674) 454-8100 . DAVID K. CiJSTAF50N FAX: (614) 454-8363 PAMR/+tACOZEA ' TIM PAWLENTY ' THEODORE WACHiER Countil /.M_mhers September 24, 1991 THaMAs HEOGEs Cily Adninistrata . EIKfIdE VAN OVERBEKE City Clerk JIM LEE, CONSTRUCTION MANAGER TOM THUMB 110 E 1TTH ST HASTINGS MN 55033 RE: TOM THUMB ? 1815 DIFFLEY ROAD Dear Mr. Lee: We have received your proposal of September 11, 1991 with respect to using untested foam insulated coolers and freezers atthe above-referenced project. Pursuant to Section 105 of the Building Code, it is our determination the proposed installation design is an acceptable alternate to the specific specifications prescn'bed in Section 1712. Sincerely, ,.?, tt ri ?_.?. l?_?? Joe Merchak Construction Analyst Protective Inspections Enc: Propostel CC: Doug Reid, Chief Building Official Willard Bauer, W.J. Bauer Construction iHE LONE OJ1K TREE...THE SYMBOL OF STRENGTH AND GROWfH IN OUR COMMUNITY Equal Opporfunity/Attirtnafive Actlon Employer September 11, 1991 Mr. Joe Merchak City of Eagan 3830 Pilot Knob Road Eagan, MN 55122-1897 Dear Mr. Merchak: This letter is in regards to our new store presently under construction at 1815 Diffley Road, in Eagan. It has been brought to our attention that the City requires installation of Walk-in Coolers and Freezers that are "U.L. Approved". Tom Thumb would appreciate consideration to be allowed to install a non-approved cooler and freezer. To compensate for deficiencies in fire retardency, we would install a fire sprinkler system on the interiors and fire wall the exteriors. We believe that this would satisfy the intention of the State codes. Sincere y, ?? m Lee Construction Manager JL/caa 110 EAST 17TH STREET • HASTINGS, MINNESOTA 55033 •(612) 437-9023 CITY OF EAGAN F``-O s 9-zs - ROM ?` OF PHONE NO. FECEIVEO By--?- Was hera to see yp? WIII call a9aln Please ?dll Returnetl youl call ACTION F7ESSAGE ReVIeW antl See me Revlew antl commant PfBpare Ieply for my Si? Rlply dOtl 58ntl me Cap/ For Your apPloVal ,F?'?• t,G']O For your informat(on ?•\ For slgnaturo 3- q/ AS WB ffISCU558tl Fl5 you requestetl ' `? 7^/ Take approprlate actlon ?'-°".?-JJ) M? •Cl'?"u'`? Notify staff \ •?' A ?,, . FILE ? OISPOSE ? . %-:?- ??:•3" PHOTOCOPV: ?AYr.'P ?",.C?) NO.OFCOPIES OA7ENEEDED TVPING: ?? ?` DATENEEDED ? v • SUI+-19-'91 Wm 17:01 1D:PUMP RND h£TER SERV TEL N0:612 939-0418 dad Mot•s 5.uwc., 9.w. City of Eagaq Rttnt Mr. Joe Morchak 3830 Pilot Hnob Raad Eepenp MN 5312E-1897 Joe, L46, 'BI, Vck-clko.u? ?Iar& il527 P01 . .. . SERVICE • SALES • INSTALLATION 11303 EXCELSIOR BLVp, HOPKtNS, MN 55.943 (612) 433-4800 FAX (612) 939-0418 June 19, 1991 Would appreciatp it if yoa could roJeaso the faundatJon pdPr,t3t M18854 ta U.J. Beuor Gonstructton. Copiea of She per#}t ar4 ene]ospd. Thank you, SincorelyV P[lA/P i A1ET£R SERVICE, IMC % 514?' MiNa E'icher MEt, fa s Enc. 11?? (?1er CC)rL+ I Irn? I ut St- L "ys rra m 035 Faeling Systems - lnventory Controis •- Electronic Gaug?'ng & •""" Fiberglass Tanks & Pi e ' Self-Serv Equiphrent Auto Lijt &P - Comnressors S Ltne Teating ?^--m- -?.? - ? p - Tarik Tesang ° s arts - GaKi Cantroi Systems erutce Stafion Parmps - Careopfes N (:7;"?5, `VA1"-4,, , MEMO TO: JIM BTORM, CITY PLANNER BTEVE HANSON, ASSISTANT BOILDIHG OFFICIAL JOE MERCHAK, CONSTRDCTION ANALYST DALE WEGLEITNER, FIRE DEPARTMENT SILL ARIN8t BLECTRICAL INBPECTOR PIIBLIC WORRB/ENGINEERING DEPARTMENT DTILITY HILLINO CLBRR FROM: DOOG REID, CHIEF BIIILDING OFFICIAL DATE : /?/aG/S/ SUBJECT: FINAL INSPECTION l??%?y/?.91u/f ?,CAZA The Protective Inspections Department will be performing a final inspection of 5Ii t f leV -?G`_ on ??G/?? • lom?hLtm6 ' A Certificate of Occupancy will be issued following our approval. If you are requesting that the Certificate of Occupancy be held, please fill out the proper hold request form. DR/mg *dtV oF eagan , THOMASEGAN MaYOt ' GATRICIA AWADA lll 1993 JY ? SHAWN HUNTER , SANDRA A. MASIN THEODORE WACHTER . Council Members THOMAS HEDGES TOM THUMB #273 City Adminlsfmtor VERN HARMAN, STORE MANAGER E. J. VAN OVERBEKE Ciry Clerk 1815 DIFFI,EY RD EAGAN MN 55122 RE: OUTSIDE 5TORAGE Dear Mr. Harman: On December 1, 1992 the Eagan City Council denied a request for a Conditional Use Permit to allow outside storage at your Tom T6umb Store. I inspected the site today and noted the storage of bagged goods in front of the store. This is a violation of City Code. Enclosed please find a Violations Summons requiring you to appear in court on August 5, 1993 at 1:30 p.m. If you have any questions, please do not hesitate to contact me. Sincerely, Michael J. 'dley ? Zoning Adminisuator MJR/js Enc. cc: Ciry Planner Sturm MUNICIPAL CENTER 3830 PILOT KNOB ROAD EAGAN. MINNESDiA 55122-1897 PHONE', (612) 681-4600 FAX:(611) 681-4612 iDD: (612) 454-8535 THE LONE OAK TREE THE SYMBOL OF STRENGTH AND GROWTH IN OUR COMMUNITY Equal OpportunltylAffirmative Actlon Employer MAINTENANCE FACILITV 3501 COACHMAN POINT EAGAN. MINNESOiA 55122 PHONE: (612)681-4300 FAX: (612) 681-4360 TDD:(672)454-8535 11 city oF eagan THOMAS EGAN tnayor PATRICIA AWADA SHAWN HUNTER March 3 1993 SANORR A. MASIN + THEODORE WACHTER Council Members THOMAS HEDGES CiN Admininshotoi MR TIM WANDZEL VAN OVERBEKE EUGENE TOM THUMB STORES C NCeK 110 E 1TTH ST HASTINGS MN 55033 RE: OUTSIDE STORAGE,/DISPLr+iiY Dear Mr. Wandzel: I have been unable to reach you by telephone and you have not returned calls to the messages I left you on February 11, 1993 and February 19, 1993. As you are aware, the Eagan City Council denied conditional use pemut applications for outside storage/display on Lot 1, Block 1, Bicentennial lst Addition and Lots 4 and S Block 1, Blackhawk Plaza Addition at their regular meeting December 1, 1992 (see attached letter). Field inspections made as recently as February 26, 1993 have revealed continued outside storage/display at the above-referenced locations, as well as the Tom Thumb Store located on Lot 1, Block 2, Cedar Cliff Commercia] Park. This outside storage/display is in violation of the City Code. Further City involvement on this matter will require ]ega] action. This illegal use needs to be stopped within two weeks from the date of this ]etter. Please provide me a schedule of compliance no later than March 9, 1993. If you have any questions, do not hesitate contacting me at 681-4689. Sincerely, Michael J. Ridley Zoning Administrator MJR/js cc: City Planner Sturm Ml1NICIPAL CENTER THE LONE OAK TREE MAINTENANCE FACILITY 3830 GaOi KNOe 2oaD EAGAN MINNESOiA 551 22-1 89 7 THE SYMBOL OF STRENGTH AND GROWTH IN OUR COMMIINITY 3501 COACHMAN POINT , . EAGAN. MINNESOTA 55122 PHONE: (612) 681-4600 PHONE: (612) 681-4300 FA%: (612) 681-4612 Equal Opporlunity/Affirmotive Action Employer FA%: (612) 681-4360 7DD: (612) 454 8535 . TDD: (612) 454-8535 , city oF eegan THOMAS EGAN Mo4or PAlRIqA AWADA SHAWN HUNTER SANDRA A. MASIN MarCh 3, 1993 THEODORE WACHTER Council Memters THOMAS HEDGES Ci1y Admininsfrator MR TIM WANDZEL EUGENE VAN OVERBEKE TOM THUMB STORES aH aafk 110 E 17TH ST HASTINGS MN 55033 RE: OUTSIDE STORAGF,IDISPLAY Dear Mr. Wandzel: I have been unable to reach you by telephone and you have not returned calls to the messages I left you on Fehruary 11, 1993 and February 19, 1993. As you are aware, the Eagan City Council denied conditional use permit applications for outside storage/display on L.ot 1, Block 1, Bicentennial lst Addition and Lots 4 and 5, Block 1, Blackhawk Plaza Addition at their regular meeting December 1, 1992 (see attached letter). Field inspections made as recently as February 26, 1993 have revealed continued outside storage/display at the above-referenced locations, as well as the Tom Thumb Store located on Lot 1, Block 2, Cedar Cliff Commercial Park. This outside storage/display is in violation of the Ciry Code. Further City involvement on this matter will require legal action. This illegal use needs to be stopped within two weeks from the date of this letter. Please provide me a schedule of compliance no later than ivlarch 9, 1993. If you have any questions, do not hesitate contacting me at 681-4689. Sincerely, J Michae] J. Ridley Zoning Administrator MJR/js cc: City Planner Sturm MUNIqPAL CENTER " THE :ONE OAK TREE MAINTENANCE FACILITY 385? P ,:Ci K':Od p EnGnN. VrJ:.EECia 55122-16a: THE SYMBOI OF STRENGTH AND GROWTH IN OUR COMMIJNITY 3501 COACHMAN POMT EAGAN. MiNNE50iA 55122 °NONE (512)G6;-660- ' PNONE'.(614)68LA3D0 cnx (e12) 68'-4- ? 2 Equal Opportunity/Affirmoiive Action Employer phx (612) 681-4360 iDD fE7e5d-653`_ 1DD:(612)d54-8535 ? L. b ?1 ab r -t{ -• '`?SZo a?LE ? L 6 CENTER FOR ENERGY AND THE URBAN ENVIRONMENT 5101st Avenue North, Suite 400 m Minneapolis. MN 55403-1609 0(612) 348-6829 ? Fax: (612) 348-9335 February 5, 1993 Mr. Joe Merchak Construction Analyst Community Development Dept. City of Eagan 3830 Pilot Knob Rd. Eagan, MN 55122 Dear Mr. Merchak: I am writing in regards to my request of a copy of the electrical plans to the Tom Thumb Foods Store located at 1815 Diftley Road, Eagan, MN. The plans needed must include the lighting schedule and the lighting layout. Please contact me with the cost and a date they can be picked up. If you have any questions feel free to call me. Sincerely, ? David Vavricka Energy Consultant o An Affirmative Action Employer o y . 110 EAST 17TH STREET o HASTINGS, MINNESOTA 55033 0 (612) 437-9023 February 4, 1993 Mr. Joe Merchak Construction Analyst Community Development Dept. City of Eagan 3830 Pilot Knob Road Eagan, MN 55122 RE: Tom Thumb #273 - 1815 Diffley Road, Eagan, MN 55121 Dear Mr. Merchak: The Center for Energy and the Urban Environment has requested permission from Tom Thumb Food Markets, Inc. to evaluate the lighting at the above referenced location. In conjunction with this request they require building and lighting plans. As Tom Thumb does not have copies of these plans, we are requesting that you provide the necessary copies. This letter serves as authorization to release copies of building, electrical and lighting plans forTom Thumb #273 to David Vavrick of the Centerfor Energy and the Urban Environment upon their request and at their expense. If you have any questions, please don't hesitate to contact me. Sincerely, Tom Thumb Food Markets, Inc. Andrew Plummer Property Manager cc: Derrell Deming David Vavricka ?'y? ? L'q, 13 l? L ,4z?N,?tll ¦ ¦ ¦e' Mohagen Engineering Inc.,Ltd. Suite 100-2499 Rice St.,Saint Paul, MN. 55113 612/48¢0726 I December 10. 1991 R. P. Fuchs Architects First National Bank Buildinq 119 West Second Street Hastings, MN 55033 Re: "fom Thumb Food Market/Carwash Eagan, MN Dear Mr. Fuchs, In accordance with our letter of June 20, 1991 we are writing this letter to certify that the following catagories required in lJBC 302 (c) as adopted by the State Code of Minnesota have been accomplished, and the work inspected complies with the plans and spe[ifications for this project: 1. Concrete. Footing forminq and the placement of re- inforcing complied with the plans and specifications. 2. Welding. The roof dec and othier structural welds are in conformance with the olans and specificat- ions and UHC Section 306. 3. Masonrv. Structural Masonrv was inspected for place- ment reinforcing steel prior to oroutine and is in compliance with the plans and specifi- cations. I herebvi certify that this plan, speci4ications or reoort was prepered by me or under mv direct supervision, and that I am a dulv r istered Structural Enoineer under the lows of the State of M n esota. --- -- --- ?-c?------ -------------------------------------- DATE: ecember 10. 1991 REGISTRATION NUMBER 6673 Si erel y, R ge E. Mohaoen P.E. ¦ mei Allohagen Engineering Inc.,Ltd. Suite 100-2499 Rice St.,Saint Paul, MN. 55113 612/484-0126 INSFECI'ION and/ox• Si7'F. V1SI'P REPnF't7' Nn:I_ ECT: Tz.ti TI?rM? Fobo r-Afue.sr- •- ?a+NJ -- ITECT: 1--(L)Sr)4-o- P0P7'tu?u, R.,. f •? ??MS- _ CQ x ?'3? TE : 2. -5 -J'' ^, t1 If IME I I ?? AH WX Anr G L O?^' yPEMPO{- RCENT rOMPLETE 12 ICN $ 2/c-tioi2? I . FRA?v?Zc?P NA'S?Tr""Y- T IN PROGRESS: c- xc-v-fiT•-°--;' r"r"L ATIONS: y?-vn,.,as A?o c?,vG CORR3:CTIONS OR ACTIONS REQUIRED: Cocx, ?Tt..u^ RseTe 3, So, c. bE77fZ-+•vG cA17'3a.T`! '7a i645 „ L R1?? i2 t.l .? C l.v j-TGS fR ??-' ZO ?, zu--v J% S oo;.cr.3- g 10 rrc3 (p, & `^ (e`• 0 , c CC :_r il G{3 5 I? f?"Vt?- • a mei Mohagen Engineering Inc.,Ltd. Suite 100-2499RiceSt.,Saint Paul, MN. 55113 612/484-0726 1 IDISFECI'ION and/or SITF. VTSIT RrPOR7' N4. Z PROJECT : - O M ?-t 15 - C7r_' 4'yo ITECT: Fuc-}-s •- e,-irL. CL3x35 ? - TE: 7_cd JOL, `tl TIME l'Z ;?_WX??oy TCMP1S" _ COMPLET'E /5 Lk> PRESENT: tz'q-?j 1_5 2^-3 7 WORK IN PROGRESS: pov2...?c a?ti n ?3o4Hr ATIONS: ?SM-CZ C_ -}iofZ t2 - Z 4s l3 ?J ,v6 ? c-il'?ea0 /)`.? ? 6"--tro /? ??`1S ?d /Lg ?O c>/Lc?>7J CORRECTIONS OR ACTIONS REQUIHED: }j () .LSC ` CC: ¦ mei Mohagen Engineering Inc.,Ltd. Suite 100-2499 Rice St.,Saint Paul. MN. 55113 612/484-0726 INSPEC7'ION and/ox• SITE VISI'T RFPC1Fc7' N4. 3 PROJECT: •.. ',f'1 I Ho A-t 0 e-_7'_a'?r7 -- ITECT:_FveVts -- DATE : 1 2- ?6 'T I__TIME A'`'1 WX C c.. ____TCMI' 2-5 __ COMPLE7'E ??a??-ie<_ 1ov?v PRESENT: P-mvrL?Z, --- WORK IN PROGRESS: U V 1n- I'*? L. OBSERVATIONS: 04?Zi 1 i-CJ T -,-" L.I.GTJ C ?- LZO(;,7n CORR1'sCTIONS OR ACTIONa REQUIRED: ?_) t?,v`S' JYS !76'YI? 9'imn 0-e-5 cC: tuuin cimp testinq corporation 662 CROMWEII AVENUE SL PAUL, MN 55114 PHONE 6121645-3601 'I'O: W. J. Bauer Construction 11224 160th Street Hastings, MN 55033 DATE: July 2, 1991 PROJECT NO: 4220 91-247 PROJECT: TOM THUMB EAGAN, MINNESOTA SOIL COMPACTION TESTING IN'fROllUCTION: 'I'his report concerns the compactiori testing we performed for the Tom Thumb Store project in Eagan, nlinnesota. Willie Bauer oF W.J. Bauer Construction authorized this work on June 25, 1991. SCOPG OF WORK: The scope of our work consisted of the following activities: 1. Yerformance of two soil compaction tests on an intermittent basis as requested by Willie Bauer. 2. Determination of the moistu;e-density relationships for each type of soil encountered in our compaction tests. TGST METHODS AND RESUL7'S: Dctails of our recent testing are included on the attached data sheets. The compaction tests and moisture- density determinations were performed in general accordance with the ASTM procedures indicated on the data sheets. RGMARKS: The samples from the individual compaction tests have been discarded. A representative sample of each of ttie soils on which moisture-density relationships were determined will be retained at our laboratory until completion of the project. 71VIN CITY 7'ESTING CORPORATION 1t? , Flit IUq. ^Rf',if?SiiOiJ "i ('L IfNTS. TH[ PppI.IC A.M pilfl5fNF5. ALt_ 1\MIN f,llY TF_cpNG COn PVR AfIpN RFFORTS Af1F FUEIlAITTE[1 AS iHE CONFlDFfITIAL PROPEPiV OF CLIENTS. :"I ? AUI ?n'ni IUPi F 1111 1 ii?uJCnnON Oi STMFMF.N f. UONCLUSiONSOR [XTf1ACfiONS fFl(>M pR fiffGAflpMG OUH PEPORIS B RESEf1VED PENpINp OUR PRIOIt WLiIiTEN APPPOVAL. twin city testinq corporation if" 662 CROMWELL AVENUE ST. PAUL, MN 55114 PHONE 672l645-3601 DENSI'11' TESTS OF COMPACTED FILL 1'ROJECT NAME: TOM THUMB STORE EAGAN, MINNESOTA TEST NUMBER: 1)ATE TAKEN: 2 6-25-91 6-25-91 UNIFIED SOIL CLASSIFICATION: (Aloisture-Density Sample Number) Clayey sand w/ Clayey sand w/ a little gravel, a little gravel, mostly fine mostly fine grained, brown grained, brown (SC)-1 (SC)-1 I,OCATION: E:LF,VATION OF TEST: Center of Center of South Footing North Footing 932' 932' llEPTH BELOW EXISTING GRADE• 1" FIF.LD DENSITY DETERMINATION: Method Nuclear Density Method Ury Density (pcf) 134.5 Moisture Content (%) 8.4 Plus #4 Material (%) 14 1" PROJECE N0:4220 91-247 PAGE: 2 B, ASTM:D2922-81 (44 Basis) ]31 10.4 14 LABORATORY MOISTURE-DENSI'CY RELATION OF SOIL: r4ethod ASTM:D698-78, Method "A", (44 Basis) Maximum Dry Density (pcf) 129.1 129.1 Optimum Moisture (%) 4.6 9.6 C'OA7PACI'ION TEST RESULTS: Compaction (%) 104 101.5 Specified Compaction (%) A7"I'ENTION: Density tests are valid at .he location and elevation of the test only. No representation is made as to the adequacy of fill and compaction at locations and elevations other than those TteLsted. The test locations and( nujm?ber of tests were selected by W.J. Bauer Construction. ia..; I.'1!I W1L ?'ROICCIIT?iJClE1715? 1NEPpQ?.qf'hAOiPJRS[t.GES. QCYTNT(JGIYS'TESTING CORPOFATIUN REPORTS ARE SU8A11TTED nS THE CONFlDEPITIAL PROPFRTY OF CLIENTS. (SG1222? ll,-:nnCN FpR tIUBLiCAI ION OF SINFMFfiI$. CONCLIISiONS O(i E%iRACfiONS FROM OR REGRHDWG OUR flEPOPi515 FESERVED PENOING OIIR PRIOR WqItTEN APPROVAL. p tu.nn crttir testinq COf00lap011 662 CROMWELL AVENUE PH ONE 612l6C53601 CMOISTURE ST. PAUL. MN 5511c -DENSITY CURVE SAMnFNo. TOM THUMB STORE ? raoiect: EAGAN, MINNESOTA nare: July 2,1 1991 seroRTED TO: W.J. Bauer Construction coPIESTO: LA130RI?TORY NO. 4220 91-247 METHOD OP TEST: ASTM: D 698-78, Method "A" TYPE OF MATERIAL: Clayey sand, mostly fine grained, brown (SC) MAXIMUM DENSITY: 129.1 ib. %cu. ft. OPTIMUM MOISTURE 9,6 130 ». ; 129 V r ?>- 128 N Z W Q ? a O 127 126 ? 8 9 10 11 12 M015TURE CANTENT % R.P.Fuchs,Architects TEL No.437-5366 Jul. 8.91 10:48 P.04 - ? fpFuchs riehard p. fuche, arohitects • ilnt nat'1 bank bidp. hastVnga, minnesota 55033 • telephone 812•437•5968 July 1, 1991 Mr. Joe Merctiak, Gonstructton Anslyst Gity Df Eagan 3830 Pliot Knob Road Eagan, Minn. 55122-1897 Uear Mr. Merchak: Re: Tom Thumb Food Market & Cer Wash Eegan, Minn. Ne are enclosing a sketch of the floor plan for the above-mentioned project showing construction changes as we discussed by phone thts A.M.. To confirm our dtscussion, the changes are: 1. Exit slab at door 1138 wfll be lowered to grade so thet door landing is levei witn floor of room 113. 2. Floor levei at door 112 wili be loMered to create a 41-0"6'-0" landing in room 112 which is levei with floqr in room 113. 3. A second exit from the retail store will be locatea at the northeast corner of the retail area, room 101, with 5'-0" x 41-0" landing at exterior which is level with Lnterfor floor. We have clrcled these changes on a partial plan for your review, and trust that ttiey will meet with your approval. Thank you for your assistance in this matter. It is much appreciatee. Yours truly, R.P. FUCHS, ARLHITECTS Richard P. Fuchs Enclosure cc: Willard Bauer Constructlon 4 ? a r.p. luchs • architect ilrst national bank building • sulte 1 hastinQs, minn. 55039 telephone • 612-437-5366 PS: Please contact us.with any comment you may have regarding Lliis Submittal. R.P.Fuchs.Architects TEL No.437-5366 Jul. 8,91 10:46 P.03 ?' ? 8 13'•q?• ?o:d' 4%tl? . A. , . 3 . . m ---- -=?- . Got?Cif?'• . : .. . VALANC? ovRa ? • I • : 'Q? _r'@V.r.9d(.7_ I ; - ( ? , • iqA ? 101 ? I . . ? 4 E. & UIPMSNT LAYGUT FpR I I ` Ir0 - II•Q .. 1 ?uII.M?NS 40CATI0 N' ? . ^ I I f I? 113. `. i ? b ? . . I? • ? AN C6iT, . , 1 N ,sL°re ? , 04 .Gl3 OVAR ?J . (IZA +M V ? ? iGE2? . • .? • ? r?' N ?? • ? ,.. x I . ? tuz p ? . c.c.l ?. 12?d?x3A?o?o,D.tOpL6R Q.T FLnoR •NV BYEQUIP. SVPVLI@R " 6?i4Q DY6QPJ.GON . dtev. Kl6.7 i . 1iL7 • , ' O . . ? - '?°"?P?I,PNw °eit ? , ?. • , WfTN 60NL ' Lli3E UNDBR FL'+N4U .' • ?D?# ` b5„ 103?„ f,o : 1 •, ' 100 • . ' . . . . c.a , I, . ... I .. ; • . • ¦ mei Mohagen Engineering Inc.,Ltd. Suite100-2499RiceSt.,Saint Paui. MN. 55113 612/48¢0726 June 20, 1991 R. P. Fuchs Architects First National Bank Building 119 West Second Street Hastings, MN 55033 Re: Tom Thumb Eood Market/Carwash Eagan, MN Dear Mr. Fuchs, Following our discussion earlier this week regarding inspections on the above named project, we are submitting the following schedule of inspections we feel will be required as per IfBC 302 (c): 1. Concrete. a. We will inspect the footing forming and reinforcement placement prior to the placement of the concrete for conformance with approved plans/drawings. 2. Welding. a. We will inspect roof deck and other structural welds for conformance with approved plans/drawings and Section 306. 3. Masonry. a. We will inspect structural masonry for placement of reinforcing steel prior to grouting as per approved plans/drawings. We will furnish reports of our inspections to the Contractor, Building Official, and R.P.Fuchs, Rrchitects. We will furnish a final signed report indication that the work requiring these inspections is in conformance with the approved plans and specifications. It is understood that the Contractor will give us timely notice as to when our inspections should be made. I ?ncerrrL.1 o . Mohagen, . ? Metropolitan Waste Control Commission Mears Park Cenve, 230 East Fifth Street, St. Paul, Minnesota 55101 612 222-8423 April 2, 1991 Mr. Joe Merchak Construction Analyst City of Eagan 3830 Pilot Knob Road Eagan, MN 55122 Dear Mr. Merchak: The Metropolitan Waste Control Commission determined SAC for the Tom Thumb to be located at County Road 30 and Difley Road within the City of Eagan. This project should be charged 8 SAC Units, as determined below. Charges: Car Wash (rollover) 1 stall(s) @ 6 SAC Units/stall Retail 3900 sq, ft. @ 3000 sq. ft./SAC Unit Gas Pumps 1 SAC Units 6.00 1.30 1.00 Total Charge: 8.30 or 8 If you have any questions, call Roger Janziq at 229-2119. Sincerely, 21 ?-- onald S. uhm Staff Engineer DSB:RWJ:jle 91040253 cc: S. Selby, MWCC Carolyn Krech, Finance Department, Eagan Pump and Meter Service Equal OpportunilylAffirmative Action Employer -0000 •? . Energy Conservation Supplernent To Building Parmit Appiication BUILDING AND SAFETY DEPARTMENT CITY OF DATE: This supplement is provided to assist the applicant In computinq the EXTERIOR ENVELOPE AVEFiAGE "U" FACTOR INFORMATION. This information is required so the BUILDING OFFICIAL can determine that the su6mlited pfans comply with the ENERGY CONSERVATION DESIGN CRITERIA of the STATE BUILDING CODE (Section 6001). It is the APPLICANT'S responsibilify to accurately and completely compute the data: reflect the proper DESIGN CRITERIA in the plans; submit product specification, as needed to support the "•R" and "U" factors used; and to assure that construction is accomplished per the approved plans. JOB LOCATION Eagan, Minnesota 1360 sq. ft. car wash, 3940 sq. ft. store oWNER(S) Tom Thumb Food Markets PHONE 437 - 9023 CONTRACTQR Willard Bauer Construction PHONE 437 - 4938 A. Determine the Total Exposed Wall Area as follows: 1. Total wall window area 225 2. Total door area , insul _ m2td1 91 • 3. Tocal door area, overhead doors 200 a. Tocal area, alum. entry doors 42 5. Total wali area, non-insul. _ 1070 8. Total net wall area above floor, insulated 7. Total rim joist area Subtotal: Total exposed wail area above ffoor 4177 54, ft. 6. Total foundation window area "- 9. Total net foundation area above grade "' Subtotal: Total exposed foundation area: --- GRAND TOTAL EXPOSED WALL AREA 4177 5q. ft. 8. Multiply the GRAND TOTAL EXPOSED WALL AREA X.23 = Item I 960.71 C. Determine the Total Exposed Fiooi/Ceiling Area as follows: 10. Toial area, roof hatch 11 sa_ ft. 11. -Total root/ceiling framing area --- 12. Total net insulated root/ceiling area 5295 GRAND TOTAL EXPOSED ROOF/CEILING AREA 5306 D. MWtiply the GRAND TOTAL EXPO5ED ROOF/CEfLING AREA X.06 Item 11 318_36 E. Determine the "U" value ot each segmeot (1-9) and multipiy by the area as follows: t. 225 s4 . ft. xl.u.• .50 = 112_50 2. 91 X -U•: .45 = 40.95 3, 200 x -u- .90 = 180.00 4. 42 X ..?. .90. 37.80 5. 1070 X .,?.. _308 , 329.56 .6. 2549 X ..?.. _076 = 193J2 7. X .U. _ 8. X .V.. _ ?. x .,U,. _ ADD 1-9 FOR TOTAL WALL SEGMENTS = Item III $94.53 F. Determine the "U" valua ot each segment (1 0-12) and multiply by the area as folfows: 10. 11 sq. ft. X..u . _37 _ 4.07 11. ---- X •Ul ---- -- 12 5306 x ..u.. .044 _ 233.46 ADD 70-12 FOR TOTAL fi00F/CEILING SEGMENT9 = Item IV 237.53 G. ll item Nu. !fl is fhe same as, w less than Item No. !, You have mef thB inlent of State Building Code 6006(c) 2. H. !1 item No. IV is the same as, or less than /tem No. 11, you heve met the rntent ol Sfate Building Catle 6006(c) 1. 1. Add Item No. 1 J. Add Item No. III 960.71 894.53 r Item No. II 318.36 _ 1279.07 f Item No. IV 237.53 _ 1132_06 K. 7l the sum ol ltems fll and !V are fess than /tems ! and !!, you heve met the intent of the code lor total envelope s ystem. In addition to the above items you may have to add for such items as floors over unheated spaces, such as cantileverd areas, etc. To arrive at "U" value divide the total of the F values tor each segment (as above) into 1,000. Answei you have is the "U" value for that segment. Example: A total "R" of 35.08 divided into 1.000 =.028 "U" ; herz:by cer.ify that ;!,ia t;le,a 11': c., . CCOOLI W38 (5tt:("1'dYCt} I?'y' !:'F n: Ufi•)' ••?. :: _J i.:l ?' eupervision snd tiiat 1 rsin a duly 1:=..??i=f <. _?7 Arclutect imder Uce laiMe o$ the &wz ty# 4ca:.• esota•1C?lJ/'.??,,????f -" Rem riy 10833 The undersigned, as applicant for a Building Permit, hereby affirms the abwe information has been prepared and submit- ted by himself or under his direction; hereby acknowledges the information to be conect and accurate; and hereby pre- sents the infarmation with raquired plans in support of the Building Permit Application Date 6- - ? ? - 5/ . e' u exterior wall, insul. int. air film R= 0.68 1/2" gypsum board = 0_45 1-1/2" urethane insul. = 9.38 12" masonry = 2.40 ext. air film = 0.17 K = 7J.U25 u = 1/13.08 = .076 u exterior wall, non-insul. int. air film R= 0.68 12" masonry = 2.40 ext. air film = 0.17 R = 3.25 U = 1/3.25 = .308 u ceiling/roof int. 2.411 1/2" buil ext. air film R = 0.61 rigid insul. = 20.00 perlite roof insul. = 1.39 t-up roof = 0.33 air film = 0.17 R = 22.50 U = 1/22.50 = .044 Assigned value, 1" insul. thermo break windows & gl. blck. U= 0_50 Assigned value, alum./glass entry doors & overhead doors U= 0.90 Assigned value, insul, hollow metal doors U= 0.45 Assigned value, roof hatch, insulated U= 0.37 C?? y-4 /, &A?66,1 Az? :ity oF eegan MUNICIPAI CENTER 3830 PILOT KNOB ROAD EAGAN, MINNESOTA 55122•1897 PHONE: (612) 687•4600 FAX:(612)681-4672 MAINTENANCE FACILITY 3507 COACHMAN POINT EAGAN, MINNESOTA 55122 PHONE: (612) 681-4300 FAX: (612) 681-4360 THOMASEGAN MayOr PATRICIA A WADA PAMELA McCREA TIM PAWLENTY THEODORE WACHTER Councll Members June 4, 1992 MR T1M WANDZEL TOM THUMB STORES 1815 DIFFLEY RD EAGAN MN 55121 Dear Mr. Wandzel: THOMAS HEDGES Cly Admininsirator EUGENE VAN OVERBEKE Giy Clerk On November 19, 1991 the City of Eagan approved an ordinance regarding outdoor storage in commercia]/industrial zoning districts. In an effort to allow e3dsting businesses time to comply with this requirement, the City Council allowed six months, or until May 28, before enforcement would begin. Your application does not meet the submission requirements and as a result, it will not be scheduled For the June Advisory Planning Commission meeting. Attached is a copy of the ordinance. Once revised plans are prepared meeting submission requirements, the item will then be scheduled for the next available Advisory Planning Commission meeting. Until then, please remove all outdoor items as they are in violation of the City Code. If you have any questions regarding this matter, please contact me at 681-4695. Sincerely, aim sturm City Planner JS/js Attach. cc: Mike Dougherty, City Attorney THE LONE OAK TREE ... THE SYMBOL OF STRENGTH AND GROWTH IN OUR COMMUNITY Equal Opportunity/Affirmative Actfon Employer ` - LAND OF.QUALITY FQUDS November 27, 1991 Mr. James Lee Tom Thumb 110 East 17th 8treet Hastinga, MN 55033 Dear Mr. Lee: STATE OF MINNESOTA DEPARTMENT OF AGRICULTURE (612) 296-2627 This correapondence ie to confirm receipt of the plane covering the Tom Thumb #273, to be located at 1816 Diffley, Eagan, Minnesota. The plane and specificatione appear to be in general conformity with the standards of the Minnesota Retail Food Store Rules and with this department; however, the following items, additiona and/or clarifications are necessary: 1) All food service equipment must meet the applicable Standards of Construction of the National Sanitation Foundation (N8F). 2) The floors in the food preparation, food storage, utensil washing and toilet rooma must be of a emooth durable material with a coved base at the walUfloor junctures. The plans specified for quarry tile to be inatalled in the above areas. 3) Either adequate space or a shield must be provided between the employee hand aink and three compartment sink to preclude from utensil contamination by splash. 4) The walk-in cooler must be inatalled on a minimum of eia inch eanitary legs. 5) The food atorage shelving uaed in the walk-in refrigerators must be NSF approved stainless eteel, factory pre-coated epoxy or Metroseal@ or other approved material deaigned for this type of environment. Chrome or zinc-plated shelving without an approved factory applied hard-baked protective coating ia not approved for this purpoae. 6) Adequate ap roved NSF or equivalent ehelving covering the food service operation must be provided to ensure that food products, uteneils or single service articles are S' .vScd s' . :eaat o'e lIlCiic$ Gri lvhc"' ti'vVT. 7) Provide a barrier/splash shield between the employee hand eink and stainlesa steel work table. 8. Provide and routinely use a chemical teat kit to determine the atrength of the sanitizing agent in the final rinse water of the three compartment sink. 9. The plana did not specify an area for personal lockers, etc., for the storage of employee's belongings or for the atorage of linen. Provide an area for storage of employee's pereonal belonginge that is separate from food, clean equipment and single aervice suppliea. 10. Eneure that ail exposed wood areae of the custom fabricated self service ieland are covered with a pressure laminated plastic material and is in conformance with NSF Standard No. 35 (Laminated Plastice for Surfacing Food Service Equipment). ENJOY THE HIGH QUALITY AND INFINITE VARIETY OF MINNESOTA FUODS 90 N/EST PLA7p [30ULEVARD 5.4WT PAUL, MINNE60lA 55107 AN EQUAL OPPORTUNITI' 1OPL0'f[R Mr. James Lee November 27, 1991 Page Twa 11. Toilet rooma must be provided with self-closing doors, adequate ventilation, hand cleanaer, single-use tawels or hand drying devices, tiasue paper and waste paper receptaclea. Toilet rooms used by women shall have at least one covered wsate receptacle. 12. In accordance with the Minnesota Clean Indoor Air Act, this establiehment shall be posted as NO SMOKING ALLOWED. Signs ahall be placed at public entrances. 13. Provide a product stem-type thermometer for checking the internal temperaturea of potentially hazardous foods. 14. The internal temperature of potentially hazardous food muet be maintained at 40°F or below, or 160°F or above, except during preparation. Exception: Poultry, poultry stuffings, stuffed meats must be cooked to a minimum of 165°F. Thermometers muat be provided in all coolers, freezers, and hot holding units where potentially hazardoue food is stored, and must be located in an area that ie representative of the true air temperature. 15. Provide and routinely use a chemical test kit to determine the atrength of the sanitizing agent in the final rinse water of the three compartment eink. This facility may not be constructed, remodeled or converted except in accordance with the plane and epecifications as approved by this Department. Please contact me for approval of any proposed changes or additiona. You are authorized to begin conatruction on thia project contingent upon meeting the aforementioned criteria. Should you encounter any prohlems through the course of your construction or equipment inatallation activities, please feel free to call on me to diecuea alternativea which may be available to you. Thank you for your consideration and cooperation in addressing the items outlined in this letter. An anticipated opening date of Decemher 12, 1991, was indicated on the application form. Please notify Food Inspector Tim Anderaon at (612) 296-2627, prior to completion so that a construction inspection may be scheduled. The retail food facility cannot open for business uat31 it has been inspected and approved, and an appropriate license is issued by this Department. I shall remain avaiiabie iox cunaultation and review oi yau.- :ac;:it-y'a consEructian p-og:ees. Sincerely, ? Lorna Girard, R.S. Food Standards Compliance Officer Food Inepection Division LG:dr cc: Howard J. Anderaon, Aseistant Director, Food Inapection Charles Klammer, Supervisor Tim Anderaon, Food Inapector /$uilding Inspection Division, City of Eagan RELEASE OF HOLD nate: 1 4- 1- 91 Project Name: Torr Tr??+`y.?Ga+' W?-?? . r. .. . ? Address: U I }+ +@ ? na ^- P I A r K i'1n •upt nci Legal Description: LG+S 4 Sec/SUb %-.C K?1 r. wK. Plaz ?, Release of Hold: I'. _C Release Hold on: Issuance of building permit Certificate of Occupancy Other (please explain) ??,°"?'-_.":. i.:,??. ..1:? L ? LTS#1 Release . . REQIIEBT FOR SOLD Date: 3- 2 & - q / Project name: Address: Legal description: L B Sec/Sub Reason for hold: Place hold on: ? Issuance of building permit Certificate of Occupancy Other (please explain) ;I????ti a? ? Signature If approved, this "hold" will remain in effect for fifteen working days. Upon expiration, the hold may be renewed for additional fifteen-day periods. Q?Z.th-vA?c.C 93 , _ 33G?C MElSORAtiDOM TO: JIM STURM, CITY PLANNER PAT GEAGAN, POLICE CHIEF DALE WEGf,EITNER, FIRE INSPECTOR BZLL AKINS, ELECTRICAL INSPECTOR JON HOIiENSTEIN, ADMINISTRATIVE ASSISTANT PUBLIC WORKS/ENGINEERING/UTILITIES/STREETS GENE VANOVERBEKE, FINANCE DIRECTOR FROM: DOUG REID, CHIEF BUILDING OFFICIAL DATE : ? - \ ? '-• ? RE: FLAN REVIEW - 0a, Lfl?? The _ preliminary L construction plans for -10ht-b1l-et'1L; Ai 1?ac \<, >IAwV, 1 tA. ?,A are in our plan review section for your review and comment. Please return this form to Joe Merchak with your initialized comments and the date of review. railure ta Tetuen <t'his foin Within five tYays v321 be aonsidexer3 your approtiral. If you have any objections to approval of these plans, it is your responsibility to notify this department and resolve any problems. DR/j s Signature ?33 - 336 h ? t kkl LJ , L- , 'X 3 ) ?..?..? M 4-F ? _.a.,o.?•?,,?0. ?„? ?.? .? ,s.c.z,?-c.L. Date . HAUGE, EIDE 6 KELLER, P.A. ATTOFNEYS AT LAW Water View Of£ice Tower, Suite 303 1200 Yankee Doodle Road Eagan, Minnesota 55121 Paul H. Hauge Kevin W. Eide David G. Keller Lori M. Bellin Debra E. Schmidt TO: Tom Hedges Tom Colbert ?- Gene VanQverbeke Dale Runkle February 16, 1987 FROM: Paul Hauge Kevin Eide ` Dave Keller Lori Bellin Debra Schmidt / 5 i U?c(o Area Code 612 TeleDhone 456-9000 454-4292 RE: Lots 1,2,3,4,5,6,7, Blackhawk Plaza (Map attached) Project No. None Enclosed please find: Development Contract PUD Agreement g Easement Declaration -of,Access Easement from Beure'-Co Deed Other Action requested: Please place this recorded document in your permanent file. Jeanette Morcomb , m / V- K ttA. x.esn !1ea?s ous i e•tPaiop' •TfT11i.0u1 ?• nooo ?• Ts.w E sr?.a.aed ? s i . - Mrr - .-!dr„3= WESTBOUND LANE C.SA}L NO. 30 i i 4 f ?O-;eW. ?ASE Fol(.?s ? . ' ? DECLARATION OF ACCESS EASEMENT THIS DECLARATION, made this 7-2 day of 1986, by BLACKHAWK 1` PLAZA, INC., a Minnesota Corporation and BEURE'-C0, a Minnesota Limited Partnership, (hereinafter referred to as "Declarants"); HITNESSETH THAT: WHEREAS, Declarants are the fee owners of certain real property located in the City of Eagan, County of Dakota, State of Minnesota, legally described as follows: Lots 1, 2, 3, 4, 5, 6, and 7, Blackhawk Plaza, according to the plat thereof on file and on record in the office of the County Recorder in and for Dakota County, Minnesota, (hereinafter referred to as the "Subject Property"); and WHEREAS, Declarants desire to subject a portion of the Subject Property to permanent easements for the purposes of ingress to and egress from the Suhject Property, and further desires to provide for the maintenance, repair an3 reconatruction of said easements by the ownera of the Subject Yroperty. NOW, THEREFORE, Declarants hereby declare as follows: 1. Permanent, private, non-exclusive easements and rights of way for the purposes of access to and from the Subject Property are hereby created and imposed upon those portions of the Suhject Property described as follows: See Exhibit A attached. S . (hereinafter referred to as the "Easement Property"). These access easements shall be for the non-exclusive use and benefit of the owners of the Subject Property, their respective tenants, licensees, invitees, successors and assigns. 2. The Easement Property shall be blacktopped and used for access from public streets and roads to the Subject Property. Declarants hereby impose upon the present and all future owners of the Subject Property the obligation of maintaining, repairing and reconstructing such blacktop. The cost and expense of such maintenance, repair and reconstruction shall be borne by the owners of the Subject Property and shall be allocated amongst them, ao that each owner shall be obligated to pay a percentage of such cost and expense equal to the percentage of the total square footage of the Easement Property which is located upon the portion of the Subject Property owned by such owner. In the event any owner of a portion of the Subject Property shall fail or refuse to pay when due all or any portion of its share of the cost 3nd expense of such maintenance, repair or reconstruction, then the other owners, or any of them, may make such payment on behalf of such delinquent owner, and the owner or owners making such payment shall be entitled to repayment from such delinquent owner for all sums so psid, together with interest at the maximun rate permitted by law. . 3. The easement rights and the obligations created herein and imposed hereby shall be permanent in their duration, shall run with the land, and shall be binding upon and inure to the benefit of the succeasors and assigns of Declarants. •} '*. IN WITNESS WHEREOF, Declarants have caused this Declaration to be executed on the day and year first above written. Drafted By: Hauge Eide & Keller 1200 Yankee Doodle Road Water View Office Tower Suite 303 Eagan, MN 55123 BLACKHAWK PLAZA, INC., a N Minnesota Coruoration By: ? ! ? its 4? ? a ? sy: Its STATE OF MINNESOTA ) ) ss. COUNTY OF O Lq" ) T e'foregoing instrument was acknow ed before me this day of Awel? , 19&, bY . 14QLGi.fe and , the and ?/ , of ? ? a !LR /SdiGt, corporation, on behalf of the corporation. ? a Notary Public . ?=.?,KNUTE PETER STALLAND kkit-i - MINNESOTA ' NOTARY PUBLIC HENNEPIN COUNTY STATE OF MINNESOTA ) ? My Commiwron Eapaes ieb_ 7 1YB7 ? . ) sa. COUNTY OF ? 6n ) Th foregoing instru ent was/ ackn wledged f??? re sme this 2? ?day of [he ? 6 ' ' bY S U- ? . k/(?a/and J_Z and , of &,t[? ?A a Limited Partnership, o? behalf of the Partnership. ?H?k? i??? ? ?' TALLAND r?''°KNUTE PETER S NOTAFY PUBIIC --? MINNESOTA Notary Public ' HENNEPIN COUNTY yy (`,pmmufipn Expires FeD. 7. ti67 Its p( 1 • .. ? COMMON PRIVATE ORIVE EASEMEPITS ? Lot 1 and 2 of Block 1, BLACKHAWK PLAZA, Dakota County, Minnesota, share a private common drive over the following described property: The West 12.50 feet of the South 205.00 feet of said Lot 2 and the East 12.50 feet of the South 205.00 feet of said Lot 1. Lots I, 2, 3, 4, 5, 6, and 7 of Block 1, BLACKHAWK PLAZA, Oakota Coanip, Ninnesota share a private common drive over a strip of land 40.00 feet in width said strip being 20.00 feet on each side of the fallorring descrihed centerline: Caumencing at the northwest corner of said Lot 1, thence South 29 deorees 00 minutes 38 seconds ldest, alcrg the westerly lirie thereof, 176.80 feet; to the point of beginning; thence South 60 degrees 59 minutes 22 seconds East, 219.78 feet; thence south- easterly, along a tangential curve concave to the northeast having a radius of 150.00 feet and a central angle of 28 degrees 41 minutes 00 seconds, a distance of 75.09 feet to the north line of said Lot 7; thence South 89 degrees 40 minutes 22 seconds East, along the north line of said Lots 4, 5, 6 and 7, a distance of 540.34 feet; thence northeasterly, along a tangential curve concave to the northwest having a radius of 60.00 feet and a central angle of 32 degrees 13 minutes 51 seconds, a distance of 33.75 feet to a point on the east line of said Lot 2 distant 9.24 feet north of the southeast corner thereof and said centerline there terminatinq. The side lines of said strip of land shall he extended or shortened, along said curve, to terminate at the east lines of said Lots 2 and 4. Lots 1, 2, 3, 4, 5, 6 and 7 of Block 1, BLACKHAWK PLAZA, Oakota County, Minnesota share a private common drive over the following described property: The West 20.00 feet of said Lot 5 and the East 20.00 feet of said Lat 6. - MEMO TO: JIM BTDRM, CITY PLANNER STEVE HANSON, ASBZBTANT HOILDING OFFICIAL JOE MERCHAK, CONBTROCTION ANALYBT DALB WEGLEITNERO FIRE DEPARTMENT BILL AICINBt SLECTRICAL INBPECTOR PIIBLIC WORRB/ENGIHEERING DEPARTMENT UTILITY BILLING CLERR FROM: DOIIG REID, CHIEF BIIILDING OFFICIAL DATE: /I/aG/S/ 6UBJECT: FINAL INBPECTION The Protective inspections Department will be performing a final inspection of /g,15 ?i t t I e.? ??. on ?'1-hLLm ' A Certificate of Occupancy will be issued following our approval? If you are requesting that the Certificate of Occupancy be held, please fill out the proper hold request form. DR/mg L- 44, fi T, ? IGC4wL ? Iaz.a, ?ecember 3, 1991 Mr. Jim Sturm City Planner--City of Eagan 3830 Pilot Knob Road Eagan, MN 55122 Dear Jim: This is to notify you that the landscaping is done as the site plan indicates at the new Tom Thumb construction site located at 1815 Diffley Road in Eagan, Minnesota. Sincerely, m Lee Store Construction Manager JL/caa 110 EAST 17TH STREET o HASTINGS, MINNESOTA 55033 a (612) 437-9023 CITY OF EACAN FOR CITY IISE ONLY ' - - ? 3830 PILOT KNOB ROAD ` ----? EAGEfiV, :?II5+35122 PERMZT # PHONE• (612) 454 8100 RECEIYT # 1 pmoI,S'ifAgmm DATE: xelAe?L PLEASE COMPLETE IIPPER PORTION ONLY FOR SZNGLE FAMILY DWELLINGS & TOWNHOMES/CONDOS WHEN PERMITS ARE REQIIIRED FOR EACH UNIT. -----_°-_°°----- -----------------------------------------------^------ WORK DESCRIPTION FEES NEW CONST _ ADD ON _ REPAIR _ OWNER NAME: SITE ADDRESS: IAT: BIACK _ SUBD. INSTALLER: ADDRESS: CITY: PHONE #: ZIP: p"ERoIAL??NTS'fX$Ti??AT:; PLEASE COMPLETE THIS PORTION FOR ALL COMMERCIAL/INDUSTRIAL BUILDINGS, APARTMENT SUILDINGS, AND MULTI-FAMILY BUILDINGS WHEN SEPARATE YERMITS ARE NOT REQUIRED FOR EACH DWELLING UNZT. -------------------------------------°__________-______--_-______--__--__-____-- 2 ?G CONTRACT PRICE: 154 FEES / OWNER NAME ADD-ON MINIMUM $15.00 HVAC 0-100 M BTO 24.00 ADDITIONAL 50 M STU 6.00 GAS OUTLETS - MINIMUM 3.00 OF 1 PER PERMIT SUSTOTAL: $ STATE SURCHARGE: .50 TOTAL: $ SIGNATURE OF PERMITTEE ? D 1 OF CO.NTRACT FEE. jI STATE SURCHARGE - $.50 FOR SITE ADDRESS: EACH $1,000 OF PERMIT FEE. PROCESSED PIPING = $25.00 IAT: BLgCK ? SUBD. $25.00 MINIMUM FEE. INSTALLER: ADDRESS: CITY: ZIP: PHONE #; ? 3 FOR: 06'?IXL-X-- -7-3-91 CITY OF EAGAN CONTRACT PRICE x 18 STATE SURCHARGE 0 0 $ '36 a ? c .rJ0 3 &Q. Sv 7 '?_ ?r??? (?{•?j GnKS i bl'sPcnsi?rs ??? ? ?i?? ?• _ ( ?.k-1.:;3 STATE FIRE MARSHAL DIVISION 285 Bigelow Building • . _ 450 North Syndicate Street St. Paul, Minnesota 55104 Telephone: (612)643-3080 April 17, 1991 STATE OF MINNESOTA DEPARTMENT OF PUBLIC SAFETY .L.q. t ..- _ CEIVED'=APR_.`1 g 5991 FileNa qi nRR Pump and Meter Service, Inc. 11303 Excelsior Boulevard M.P.C.A. Certification No. Hopkins, Minnesota 55343 Mike Eiker (612) 4800 Re:Tom Thumb, 1815 Diffly Road, Eagan,.MN 55121, Mike Eiker (612) 933-4800 Installation of three underground fiberglass tanks. Two (2) tanks are 12,000 gallons and one (I) is 70;000 gallons. The tanks are used to dispense gasoline at- a self service facility. The system has leak detection, overfill protection, and ground water.is more than 12 feet To Whom it may Concern: below the surface. The plans for the above installation have been reviewed pursuant to Minnesota Statutes, 1984, Chapter 299F.19. Preliminary approval is given for the aforementioned project subject to compliance with the provisions of Minnesota Statutes, State Fire Marshall Regulations, and local ordinances and permits. Construction shall be in conformance with Article 79, Flammable and Combustible Liquids, contained in Minnesota Uniform Fire Code (1988 edition as amended). Final approval will be given following an inspection of the facility by either your area local fire authority or Deputy State Fire Marshall. Approval of the project described in this letter does not relieve the applicant of responsi6ility to oiher Federal, State or local aqencies regarding adherence to regu lations or the need to obtain necessary approval. Questions concerning this project should be addressed in writing to our office for a formal response Please refer to the file number listed above in all future correspondence concerning this project. Yours very truly, Thomas R. Brace, State Fire Marshal By John D. Eibner Deputy State Fire Marshal - Codes Specialist JDE:ekw COPY DISTRIBUTION: White - Facility Blue - Fire Department Green - Central Office Gold - Investigator Yellow - Pollution Control Agency AN EQUAL OPPORTUNITY EMPLOYER Pink - Codes Specialist PS 06013-01(1/90) Leak Detectlon Mefhod: Tanks???ejl?' Piping? r nd ? ? ?('???'?`?v? Spil! Pravention (Confainment Basln): Yes No OverfU! Protectlon: Type ?rw -6 Depth to Ground Water. 4U1*?-?? ? ? ? ? Anchorfng: Required ?b Not Required Type of Backflll: A!1 plans submitted must show at least the foilowing infortnation on plot plan. Give measure- YES N/1 PtoDercy Line ? {y?,? N/) van[ Pipa Tecmin Lon Tjye ? (?l/ ( I SUL-ldsiingz(ea) (vi/ 1( PSDLn41LaYouce . Produc[ Sn Tank ? 1N / IaeaClon ot 0 lapensers?- - Tank Bury Depch /1" (v) waCerways fy?. f) Conerece Thicknasa Oyer Tank (J?O DSspenser Pracection f (?/ ( 1 Tank F111 Opening ? - I?1 I 1Slqns: No Smokinq-shuc OtC Mocop" !M O Or2vevayc ? Minlmum aqe Loc Si1C SeN@ - / -16Yaars-Old / t?/( I IInergency Conczals ? (v?,/ {) 20be Min. Flre 6ctlnquisher?/ (vt/f 1 LeaK Oeceecion ? / (vf/ () SelL Serve A[cendanc Loca[LOn'/ f?i ! 1 Ovecf211 Protec?lan V (vi 1 1 Tank Locacion and Clearances ? (Vf f) Sp111 Prevencion ? tv/ ( 1/ 8acktill '[ype ? t 1 l+? Anehoring NOTICE : ONE COPY MUST BE PRESEN2' AT SITE FOR REVIE:J. OFPZCE VSE ONLY IIG2LAN Review Stamo araa SCamp In Rrea - REVIEA ED" - ECELVED • SUBJECT TO FfNAI INSPECTION ApR 16 199' AND ANY CHANGES NOTEO. • CONTACT LOCAL FIRE AUTFiORITY fire NAarshal Division PRIOR TO PROJECT START. Sr, Paul, MN MINNESOTA STATE FIRE MARSHAL Process compieced-oaca ,Sailed Ouc By: :4iscellaneous InPor.?catiort Dats: 7 ? ,_ STATE FIRE MAE2SFIAL DIVISION 285 BZGEL'CW BI72LDING g1? 450 NORTH SYNDYCATE STREET 'd@?1?;I:?,/ ST. PAIIL, MN 55104 O C? ?II?AL INSPECfiIOTB IINDERGROIIND FLAMMAHLE AND COMHIISTIBLE4M NANGES NO7E0. pLAN REVIEW GIIIDELINE A PLEASE READ THE FOLLOWING INFORMATION BEFORE BRMiNNCKOROJECT ST - Fill in the information blanks completel*[NNESOTA STATE FIRE M - Where not applicable mark NA. - Submit all material in duplicate; include on ?uide ?in ? ?I sheet for gach plan to be reviewed. gY` L? 1 - Include plot plan of property showing 10,9;tio of ?a?ihcen? streets, highways, buildings, surface waters, and other immediate surroundings. - IncomDlete information will result ia the plans being returned. Date: ?- l Date of InstallatTon: mo day year - :"• _" mo day year Tank Sife: / f Company: ?'?' '?i?""z/? • Address: 0 /813- City/State2ip: ?? 4,?- ?' -F-' e ''t Contact: Phone:( Contracior: ? d ?? ??? ? Name: Address: i 3 CitylState/Zip: s-?3'c3 Contaci: Phone:t Iy ) - MPCA Cantractor Certification Number. 7? Tank lnfarmation: Capacity: 1 o,f 2 / z ? ? 4?3 ? a a d o ,/ q_ Product: 1 ? ? 4- Consiruciion:1??2 ? ?-S v4 oa oa C,-? "I ,?- v ;/, ? a??- w?2 Piping (matarial): Vent LinesDispensirtg Lines?° Type: Fuil Servic2 Self Sernce ? Storage Corrosion Profecfian: Ye No X RECEIVED F? APR 16 1991 Type ot Anodes lnsfa!led: Tanks Pipi _? Fre Marshal Division St. Paul, MN SEP 25 191 15:06 FROM UIKING-SPRINKLER PR6E.002 089P'9E 9' Z l 4 .19 NMYtla ? Vy ? ?yb?-? ELtSS tl10S3NNtW 'lfltld'18 33Y7dBSON00bL 9wnN.L wol 13349 'uIl Au¢dwoo J81Kuladg al}ewo;ny lu141A 3 ?e? ?? 3 ? _R4 N ? W ? i u t ? T Q ? 6 ? ?. T - W - - 0 l x ? r r l V v g 3 , F? ? ?,. 0 ? ? ? . «. "? ?? w ? ?? E1 N3. z? ? .z ? . I ? ** TOTRL PfiGE.002 .- ?,'»'?y?'?/? SEP 25 191 15:05 FROM VIKING-SPRINKLER FACSIMILE TRANSMITTAL q-2S-G1 ! ` (Dete) asOM I K.4riF_ L9x-tx9hrEaL'c-2.%cjv'E VIKING AUTOMATIC SPgINKLEe COliPANY 2400 Rose Elace 3t. Paul, Minnosota 55113 fhone: 636-4680 FAR : 636-6685 YO s C, f T( D& E.4AAwl Ta,?4E i.l. TA9Ii5tIITTAL t1M 1 RAGRS PqGE.001 C011MEN7'S . PLzf4'!yF L.h'tLL Ldjt'7i'F f'cw-( i2L2K2tTIQAf'? &ND l3R. CoN1P?17'7.1 . ? a? • v oM w+?EV o,ILRK. Series 00797 ' DOUBLE CHECK ;. VALYE ASSEMBLY Sizes: a", 1", (1 1/a" and 2" bolted cover) :., The Watts 007 Series Doubie Check Valve Assembly is designed to provide protection of ths potable water supp- ly in acCOrdance with national plumbing codes and water utility authority requirements. This series can be applied to a variety of installations where the degree of hazard is : considered to be low to intermediate, including contain- ment at the service line entrance, and where approved for specific installations. The 007 Series (eatures a moduiar design concept which facilitates maintenance and assembly access, All sizes are : standardly equipped with gate valves and bau typg test cooks. All sizes can be insialled horizontally or venieally. • Bronze body construction • Modular construction with replaceabla seats ? • Balt valve test cocks • Low pressune drop ` • Available with bronze strainers • Compact for economy combined with performance • Oasign simplicity for easy mainienance I00tion5 can be combinedl Suffix: S. wifh bronze strainer SS- with stainless ste81 remavable check valve seats far aggressive water conditions. DU with 1h turn, full port, resilient seated, bronzed ball valve shut•offs. LF• wilhout shut-oH valves. U- Unian connections SPECIFICATIONS I A double cheek valve assembly shali be instailed at referenced cross Connections to prevent ihe backfloW of polluted water Inio Ihe potable water supply. The cross connections shall be determined by local inspection : aUthority for use where a high hazard situation does not exist. It shall be a compiete a5sembly including four ball- type test cocks and Shut-ofT valves. A strainer is reCOmmended. The device shall meet the requirements of A.S.S.E. Std. 7015: AWWA Std. C506. Watts Regulator Company Series 007. ES•007-2 Tast Ffat Second Fhe 007 Series features a modular design con- cept which facilitates complets maintenance and assembly by retaining the spring load. WARS WATTS REGULATOR COMPANY HoOrnS: Pte, 114 8 Oeainui St.. No. nndoroc MA 07845 MAII; BoK 628, Lawrence. MA 01842 Telex: 94•7460 7l1. ('817) 688-1817 Fai: ('6171 7914848(.'9/•16)4 'Area c00e (6t) wiu be (G08) in July 198e. Inlernational Su6aIdleAtl: Waas Re9ulator ol Canada l.tC, ieiea: 06527137 Walts Repulitoi (N¢dedand) b.v. Tdex: 79411 FROM HRRRIS BILLIN6S I0i04i91 16:43 P. 1 ,.... w.I i n , c I CHECK MODULE ASSEMBLY Branze body eonstruction. Durabfe tight seating rubber discs, bronze ball type test cocks. Model 007-celcon check seats. Model 0078S-stainless steel check seats. All models are stainless steel trim. Standardly furnished with non-rising stem (NRS) gate valves. For fullport baN valve shutoffs, specify suffix C}T, • TEMPERATURE Models OW1007SS are suitable for supply pressures up to 175 PSI and water temperatures to 1800F. , DIME NSIO t i I i 1. ? . . A ........ . ? No. 007 Dimansions in inches (Wgt. in Ibs.) , '35 modek ha•o sams Olmenelons ana wei9hy, s NOqTHS: Fte. 114 8 Cheslnut St., No. Mdover, Mp 01845 MAIL: Rox 628, lawrence, MA OtBap Telex: 96.7460 Tei. ('6t? 8884811 Pax: ('617) 79a-t8481794•tfi74 w??? n Area cqCr. (617) wili be (508) in July 1989. REGULN Inlernytianal Suhsidlarles: WATTS FIEGULATOCi COMPANY Ylails Regufator of Canaaa i tn. Telex: 06527137 ES-00?-2 882 Watts Renuialor (Neaerland) h.v. Telex: 79471 FROM HFIRRIS BILLINGS I0i04i91 16:44 P. 2 TOTF1L P. 2 t' il B ; C ? T. Tested and certifieQ under the following standards for dou- ? bte check valve assemblies; A.S.S.E. Standard No. 1015, Aw4VA Standard C506. Designad to comply with FCCCHR of USC manual, section 10. IAPMO listed. No. 007 Sizes 3/a", t", 1+/a", and 2" 0 i a 0 w ? N 6 p ... ? I ? I' ? i u -- ,.. - _ 7 .?... ? .. - I? ..._ 1 ? : ..7 ? I l 1 I I I ? . ? 0 10 iC % 1 0 7 0 w n i p Iu u 1 n If p t? p fl 0 ?5 0 ?/0 +f 0 ila im n fLOW • OPM ? I t?.__..." ? __? .... • . No. 0070T Olmensiens In InchwR rwne i., Ihe 1 0 --T-r? B , C SIZE TTVB A B C D E F YMT SIZE TVPE A ' 00?' t1 ?'/ ' , 9 C D E F y?GT, 11 ?• 5 h Bn p4 n i 00)-Oi' 1AR d+/ S 'h 007-3' ' 1pN 64, 5`0 ?q eT! BW nw /? ON.Of.S' fpw VI 5N . 7H E9 yV? 6. ll ?• ON tl4? IN yr/ Bk 10 .. 007-0T' IOW ol y , 001 ' tY! <'h 5'! 0'I M CW 17 ? OO?CrS' 72 4 n! 'A l N Bt . d'a 70 13 1Y2 " ? 007•96 19M S?I 7?I u+n II4N 2su ??y• M.OY• oo7-m.s• a7 44 7 )8ll ? oms ? oov.pr.s ar ams zea s•r ?, an ai ,z» ? nm.ssar.s ta?i ou r ay ew aa?r. ' 07 P6 ?. ON.IN 9+ h 2- W-Sg m Olh 83A - - 121h ML. y- 007S;.OT ax N 4v. 7 j?H 0073 007.9&9 fe% 6N M 1 ON 1'n rv, u om.o-s 1 ?Zw 14 ? . 1r. 3a aOSfitl?S 51 4 aq l 4 n.i f?'h ,? BW \ Printed in U.S.A. ?.. 3UBJECT: CONDITIONAL OSE PERMIT APPLICANT: TOM THUMB LOCATION: LOTS 4 8(D BLOCR 1, BLACRHAWR PLAZA NE CORNER OF BLACRHAWR AND DIFFLEY ROADS EBZSTING ZONING: NB (NEIGHBORHOOD HUSINESS) /? y'? -?G DATE OF PIISLIC HEARING: MARCH 27, 1990 DATE OF REPORT: MARCH 15t 1990 COMPILED BY: COMMUNITY DEVELOPMENT DEPARTMENT APPLICATION SUMMARY: An application has been submitted by Tom Thumb requesting a Conditiottal Ose Permit to allow motor fuel sales in a neighborhood business district on Lots 4& 5, Block 1, Blackhawk Plaza, and a pylott siqn for Lot 4, Block 1, Blackhawk Plaza. BACRGROIIND: The Blackhawk Plaza final plat was approved in November 1986 approximately. With plat approval, the project also received approval for a Conditional Use Permit for Lot 5, Block 1, to allow motor fuel sales. Tom Thumb currently located on the west end of the strip center is proposing to relocate on Lots 4 and 5 located along Diffley Road. COMMENTB: The site plan illustrates a building coverage of 11%. Twenty percent is allowed in the NB zoning district. Circulation on the site appears to be good, however there is potential for vehicle movement conflicts with entrance to the site on the northwest and on the west side. The potential hazard results from the proximity of parking spaces to the drive entrances. The City Code requires one off-street parking space for each 150 sq. ft. of gross floor area for retail uses. Based on the building size, this proposal requires 26 spaces. The plan submitted shows 28 spaces, however four of these would be lost anytime the underground storage tanks were being filled. The site plan shows an inside trash enclosure on the south side of the store. Staff has suggested moving the enclosure to the east side of the building which would allow trash removal to take place outside of any drive isles, as well as provide two additional parking spaces on the south side of the building. The applicant has not submitted an elevation plan illustrating the appearance of the store and car wash buildings or the proposed signage band for the canopy, store and car wash building. The applicant has agreed to provide a brick surface to all sides of both buildings that will match the brick exterior on the existinq Blackhawk Plaza center. Staff has suggested to the developer that the signage and color scheme of the canopy, store and car wash fascia should be uniform. The developer has not made a final decision as to the fascia, but will have renderings at the public hearing. Due to the car wash exit being on the north side of the structure, staff has recommended that the car wash be equipped with a blower and a catch basin. Details of the car wash have not been submitted at this point. The applicant has submitted a landscape plan that meets the overall landscape plan approved in November of 1986. Installation of a 3- foot berm in combination with the proposed landscaping along the south property line may be appropriate. The overall plan addressed only the southern property line of the two lots under consideration. The applicant has, for the most part, continued the intensity of landscaping on the southern boundaries along the east boundary. The north and west boundaries are lacking significant landscaping. Because site lines are important on the north and south, it appears some overstory trees would be appropriate in these areas. A detailed landscape plan will need to be submitted on an approved grading plan. The developer has not finalized the design and appearance of the proposed pylon sign, however the sign will meet the Ordinance required maximum height of 27' and maximum size area of 125 sq. ft As shown, the proposed pylon does not meet the required 10' setback. aRADING. DRAINAGE 6 EROSION CONTROL: Although no grading, drainage and erosion control plan was submitted with this application, the development will be required to submit a detailed site erosion control plan at the time of the building permit issuance. The existing drainage over the proposed development is generally in a northerly direction. The site was rough graded with the initial development of Blackhawk Plaza. The storm sewer and ponding system on the Blackhawk Plaza development was designed to have Lot 4 drain to the pond to the east on Lot 3, and Lot 5 drain to the west to the pond on Lot 1. The pond on Lot 3 is drained via a 12" storm sewer system to the pond on Lot 1. An outlet has been provided for the pond on Lot 1 through the storm sewer system on Blackhawk Road which drains southerly to Pond AP-7. Pond AP-7 is a designated ponding area in the City's Comprehensive Drainage Plan. OTILITIES: An existing 8" sanitary sewer is in place along the north edge of Lots 4 and 5 and heads northerly and then westerly to Blackhawk Road. The sanitary sewer system is of sufficient size, capacity and depth to serve this proposed development. The need for a sanitary sewer manhole on the sewer service line and provisions for a sand trap that serves the car wash will he ? evaluated at the time of building permit review and issuance. Water main of sufficient size and capacity is available to serve this development from the existing 6" line along the north side of Lots 4 and 5. STREETS/ACCESS/CIRCULATION: The preliminary site plan submitted with this application proposes to obtain access to Lot 5 from the private entrance road on the west and the private street to the north. Lot 4 is proposed to have access from the private road to the north. The access to Lot 5 to the north shall match the centerline of the existing driveway to the north. City staff recommends that a concrete valley gutter shall be constructed across the private streets at all three intersections of the new driveways. Internal streets within the Blackhawk Plaza development are privately owned and maintained. The private street along the north side of Lots 4 and 5 shall be extended along the north property line to the east edqe of Lot 4. Staff recommends that a minimum of a 36' wide roadway be provided along the north property line of Lots 4 and 5 to provide adequate access for this and future development to the north. A right-in, right-out access to the Blackhawk Pla2a development was provided from Diffley Road. The preliminary site plan is not proposing any new access off of Diffley Road. EASEMENTS/RIGHT-OF-AAY/PERMITS: The building permit approval will require dedication of the City's standard 10' utility and drainage easements around the lots. This development shall be responsible for ensuring that all regulatory agency permits are acquired prior to building permit approval. FINANCIAL OBLIGATION - 20-CU-1-3-90: Based upon the study of the financial obligations collected in the past and the uses proposed for the property, the following charges are proposed. The charges are computed using the City's existing fee schedule and connections proposed to be made to the City's utility system based on the submitted plans. Improvement Froject IIse Rate Quantity 7lmount None $ p LOTB 4 i 5t BLOCR 1e BLACRHAWR PLAZA CONDITIONB: 1. A detailed landscape plan shall be submitted on an approved grading plan prior to any building permit issuance. 2. A 3' berm shall be provided along the south side of both lots. 3. North and west boundaries shall be landscaped with overstory trees with a minimum 7' height - branching. 4. No outdoor display or outdoor loudspeakers shall be allowed. 5. Trash enclosure shall be inside the building. 6. Any rooftop equipment shall not be visible. 7. Car wash shall be equipped with a blower and exterior catch basin. 8. The entire pylon and sign shall meet the 10' setback from all property lines. 9. The pylon sign shall meet Ordinance requirements and be subject to the one-time sign fee of $2.50 per sq. ft. 10. The buildings shall be constructed on all sides with brick similar in color to the existing strip center. 11. All canopy and building fascia will be uniform in design. ut .r :. BLACKHAWK PLAZA vitir+iir Mar H:....A:::?'.1:.F. •yi , 'R1DIi'i0i: WQ :. .Tz- I-..rio w7x n06m1s So. ?rao w?us mm..iu ?ro.. ? / • e ne ? tK ?MM lN{ M 1M ?CU?KYT .. / tl -?c rtu au.mn. o. nc 14 1.81. Wa. ? i Wf IS IlW[D M41Mi M M1U tf • ? / ? G?G?.p R04?R0 WOT? tYFN ?iGhT M K[[b_ _ ? ? ? ? ._... .... . ?'.? ' ' S ? •L? '\ / • r.?.r? . ??? , _/,Y? ,wf? J Ti0 T d -)?.. e• .J?.' /'f // d . l I? Z . •L.. ,.?.:1 ? /L . / / t' ?? ? a••? P?-A 2 . ? .. _ • -S . ys" 'y:. :y. ? ';4? / : . ?? /= S':? ?..-r,---- ----•--------•-- - i '?t??? --- ? ? .?.,'. ? ? .. ? -_'_'_s_' + /+ • r . •: ?•. B ? L ?----?--r-{ ----------- ----- --f-- ----: ? •,? ?:. i:C! ` / • , ___ • ' " . ^'ti' • ' .i: / {' ?'',_„_?' ? ____ _, ?? y -?___ ?' , ...:.- 7. ?' .. . ? :v ? ? •. &.: i. . ??: ?.,• ,'..?n? ' _ ! ?1.. - -? _ ?-/? •.1?. .? J? 4 •i?it?pUTl.pT• I ______? _______ r .ti.?:'?• ?P ?^..... . _ _ ?__,? ?-.. . _-.--? . ? ? ¦ ` M ? ..__ . i? ? ....? ?"" hti 'I• ? ? ? `? 6 . y' ? ?' ? 4 _.._ ::::• . ? 1, ,• 0 U'. C ? ;. y • WTLOT B • - ?. . .......? ? eo?? ?,........?.. .,..... ? ?.. •. -4 ..... ... ? ?.. ?.: - ......? ?. ?.......?.. .?._ ? . : .. ?..:.. . M?... - -` ? .? ? .,..... ....? ? . " MG M -- ........... ..-': ??.?.i:i;. :qi:, .......... , ? . N\ :: C ...._ ? ..?•.:•? • _.?.?......?.....:'n... ? .¢..n?a__ "-.??.?_?...... r.._--? .??... ?_:. 1, ?.?,-.. ...?.............. ?. ewffT 2 Oi 2 SNEETS b . . ' . ' . . ' . . .. . -- - - ` ? ?.? ?-••••••• ? ? i _' _"'_ o- ? i .uwnwe zarea1?wxrt?amwrzrawmrzo i I I I : / .'..?.... ?c?raxa. ?i cerxe oovm?cmv suu w?na vn Qao av owrwm r?un 'r w.m.a?n wn..a o.Ie a +c T e .o. / / / ? m e ? mx esm I ? z u Q .u.wum.?aroravamsww«I.u i I TOM TM!! I m9+u?lainammmmslmvs!l.reffowmeroWM6wnary+e I' / / I@mi0 ? w i ? B ? ? l ? I I.:AISA&Xqlli?l Ca . M1S V .eA1 @MaN! I 6u11 Si /#O ip4 P?l9 Y WL Q miFLmlV IMAM)NT f.OlIlI?CiC4 I! ? :' I I / MO??lM(llmlSR'Clm4W2WWfulIRRnR x'. • :i o? 9NHu o-v??azwnmars.o-s euamA Aa ?aa n.a.. I / w r .usawm.a.wxew.ura?,c.ruimo.waw.o?Mn.wea.. ,_? I? I / ?/ /• ??'AUO?RL'WpuLLUnKVNYYYl?A49lC I !0. 449CWaNCl?4S ? l I , i ? ? ; I I .? ? ______ ?erww ' •'r.:. ______________________ ? ---------------- - ? •R?eRTKY ? I s / 4Y4wBRV?dlveM 'f i ? ! WKb?WiYS 1@RMOTO.BM 1 ? ?P: •urr ?MC?w.yM/II.O . • . ?1 _ _•? •wNaPaNKlJl.Ml0?KO1WL ?,!- , •.r?.s?s?. ??m `mtir • . n??r.w. S;> %Y' wqDlfulS Q id l? - t1O OG 9]9. s?wn?uo' ^ - _ - _ • /• ??? .`u?..?n..nws? NOIE: ---- ------------ -.-.-.-"`.-.- '-.-"-.- 1. ADD 900.00 TO NLl EIEVA?ONS 2 ELEVenOVS ARE Ai ROxL?xE ENIST ELEVAilONS PROPOSEO ELfV4ilON5 ? > p y y E%ISI. CONiWRS ?R,.y M'JP1N S710. EHCW6P?IC COMSV1tMM13, OIC pS?. CflOPOSED CONTOORS LANDBC?PE >LAN ° TOM 1HWA8 EAOAN, MI $OTA ?- ,? OUAI?L COMMON NAME BOTANICAL NAME SIZEfMODE 6 GQH.NSPqELM[B? iIl14CCi'pCiPCAL15PWE' $-I/lC4BB i> pVICLS' LNR MsRE aCdJ Ll?4LL'CCMPCCiG' 3' ?R. GOi R/CK 4M114 S'AICE PIClA Q/?VCL CBJAGiG 6' IR. BB Y [CDTV W' Cp?wy?D CCVf?I$.lYiClA HaLEVEI Y ui. POL ]1 AI.EP(:NYM6?BAWCp/Ji4? VH{M1J}pRIHJ.? YNT.VOT 8 YGO SqB2:CQ CRAB MGUS L? ? ?I? LK B9 1 COLGQ/?N Bl1E SP4LCC PICld nU?`S GL4l1LL 8' Mf. 08 ,A + u SITE DATA LOT /1REA 80.948 SF BLDQ AREA PSTORE 3.838 8F l.4x CAR WA9H 796 8F L91 CANOPY 20" 8F 9.31 TOTAL TOTAL WEAVIOUS 4E781 SF 7671 TOTAL LANDSGIPE f1787 9F 242L iAPo(INO PROVIDED 20 8PACES 20NRW NB. INEIOHBOR1100U W9NE991 LEWL DEBCRWTWK L0T8 4 AND 6BLOCK 1 BLAGK MAWK PU1ZA DEYELOPER TOM TMMIB tq EAS7 17TH NASTMA3, MPNESOTA 66039 I6121 131•0023 ENfiINEEW NORTH BTAR ENOWFERMIi CON8ULTANTB. NC. 2006 NORTHWEST BOULEVMD SUITE 140 pLY140UTH, MMESOTA 65441 (812) 669-9842 OWlER• BIACKWIWK PLALA MC. 14442 EXCEL&Oq BIVD. LfAlEipKKA, MlINE60TA 86316 ietti 534-ae2e vv. nv. nv. av Ip1fREV RQ10? SITE ELEVATION ?i• i??ui?.n?n? ? iN A it. 'S' CP+NDPY Ii' gUiLUING FPSCIR 14 ' b TPAStii ENCLOSURE '? 14'-l?" CNNOF' Y CLEFVCnt'+C.L PUMP & METER SERVICE, INC. I TOM THUMB 1'35E & DIFFLEY I EAGAN, MN 71303 EXCELSIOR BLVD., HOPKINS, MN 55343 CNCeKwsr PHONE: (612)933-4800 1' = ',I)' D11AW IN0 6125590729 GME CONSLLTANTS MPLS s.• - Z 1 ' i I ? T-073 P-002 MFlR 29 191 17:65 GEOTECHNICAL 8SPL088TIQN BROP06HD TOM T$UMS COPVSNFENCB STORB EAGANe MINN880TA PDASP AND MBTER 88RVIC8, INC. 00 P&OJSCT HO. 2940 ; jI } ,y 1 i . I ? 1 • Copyrighti 1991 - GME Coasultaata, in*. ? ? 6125590720 GME CONSULTRNTS MPLS T-0?3 P-033 f",RR 29 191 17:05 . . GME CONSULTANTS, INC. CONSULTlNG ENC'iINEERS , 14000 21 st Ave. No. /Mimieapolis. NfN 55447 . Phone (8121659-4859 / Far i67?J 659-0720 i March 29, 1991 Pump and Meter 3srvice, Inc. 11303 Excelsior Baulevard Hopkins, Mins]e8sota 55343 Attention: Mr. Joe Radermacher GME Project Nn. 2940 RE: Geotechnical exploration for the propos,ed Tota Thumb Convenience Store in Eagan, Minneaota i Gentlemen_ We are pleased to submit the resulta of our geotecHnical exploratian for the above referenced project. This work was performed in accordance with your acceptance o: our contract dated March 29, 1991. We are submitting three copies nf this report.. Submittal af this report concludes the scope oP work described in our contract. We appreciate the opportunity to serve you on this project. If you hava any questions concerninq our report or if we may be of addttional service to you, please contact us. Sincerely, GP CONS'4Reu ? INC: ? Gregory--• ' R. er, P.E. Project Engineer 6RR:smc WFLLIAMC.KWASPdY,P.E THOMASPAl1LYENEMA,P.E., WILUAMEBLOEMENOAL,P.E. GflEGOflYA, REUTEH. P.E JOEL 0. ULflING, P.E. WYA'fT A. GUTZKE, P.£ MAf71C Q. MILLBtlP 5ANflRA J. FURREST , KENNETC, J.??a ?OND, P.E. +1n EvualOpporcwJEyfmdayer GME CONSULTRNTS MPLS 7-073 p-02)4 i p1RR 2? ' 91 17: 06 . 6125590720 TA8F,8 OF CON'PSPTS Geotechnioal Exploration Propoeed Tom Thumkr Convenience Store Eagan, Minnesota Pump and Metez Service, Inc. GNIL Projec;t No. 2940 S c?tioa paae ASFE Notes Reqarding Geotechnical Enqineering Reports Introduction I Project Description 1 Authorization/Scope of Services I Purposes Z Site Description Z Field Exploration 2 Scope of Field Services 2 Fi.eld Exploration Procedures 3 Subsurface Conditions 4 Soil Classification 4 Subsurface Conditions 5 Groundwater Conditions 6 Enqineering Review g Project Data 6 Site Preparation , 7 Foundation Design 7 Floor Slab Subqrade 9 Construction Consideratione 10 Groundwater 10 , Winter Construction 10 Excavations 11 ' General Qualifications 11 Standard of Care Zx Appendix soil Boring Location Diagram General Notes 3oi.1 Boring Logs UniEied Soil classificatfon Chart 3pecial Notes Regarding Placement oP Compacted Fill Sails aW eaweuLraxss.fxe 6125590720 GME CONSULTRNTS MPLS 7-073 P-eE5 t?NR 29 '91 17:06 c Yroject DeaQription A 32 by 72 faot single story Tom Thumb convenienee store and car wash will be constructed near the intersection of Znterstate 35E and Diffley Road in Eagan, Minnesota. AtlthOii2atibI1/SCODB of Serviaes You have requested that we perform a geoteahni.cal exploration on this site. Authorization to perform this work was your acceptance of our proposal dated March 29, 1991. Our scope of servicps as outZined in our proposal is limited to the followinq elements. 1. Dr111 and sample two soil borings within tlze footprint of the proposed convenience store, each to a depth of 20 feet below qrafle.. Obtain representatzve soil samples ia aacordanae with the split barrel method. 2. Return portions of recovered soil samples ta our laboratory for furthar examination and classifiaat3on, and prepare the boring loqs. 3. Prepare a geotechni.oal angineering report deseribing the subsurPaae conditions eneountered in our borings and present cur foundation recommendatians for the convenience store. 4. You requested tttst, at this time, na borings be performed for the paved area, pumps and canopy, or underground tanks. I em¢ wpaYtrwrcs. ipc 6125590720 GME CONSULTRNTS MPLS T-273 P-006 MRR 29 19: :7:07 Mr. Joe Radermaoher 1 2 March 29, 1991 • Purnas$a The purposes of thia report are ta describe the soil and groundwater conditions encountered; to raview and evaluate these conditions with resgect to the proposed construction; and to present our fdundation recommendations for the oonvenience store. BxTE R SCRIPTION The project site is locate8 south of Diffley Road across fram the Blackhawk Center, west oY Interstate 35 in Eaqan, Minnesota. At the time of our exploration, the site was a relatively Plat lot. Ground surfaee elevations at our boring locatians ranged fram +98.4 to +100.8 with reapect to our benchmark. The suX£iaial soils across the site were soPt at the time of our exploration an8 our drilling equipment experienced diffiaulty traversing the.site. This was likely due to the recent rain and qround thawing. FIE?pT _E%PLORATIdN saove of afeld services 8etween March 28 and 29, 1991, wa drilled two bor3ngs for this project. The borings were drilled within the limits oP the convenience store/aarwash. You determined the number of borinqs. We drilled each boring to 6M@COWItLinNTB. Iute. ? . . , .. . , . ... .. . .. . . 6125590726 GME CONSULTRNT$ MPLS 7-073 P-067 i:i::*P e? 'S: ::-_'3 AIr. Joe Radermaaher 3 March 29, 1991 a depth oP 20 feet below eXiatingo-grade. Representative soil samples were obtained in accordance with tlxe split barrel method (ASTH: D 1586}. One of our Engineers met you on-site on MarCh 28, 1991, to locate the borfngs. The borings were located taping from existing structures using the site plan you providefl to us. Our drill erew determined tha gxound surface elevations et each boring looation usinq tlie top of the Eire hydrant 40 feet northwest of our boring 1 as our benchmark. Due to the absence of a known elevation, vre assiqned this benchmark a relative elevation of +100.0 Eeet. Fie18 RxRicratioa Progedures The borinqe were flrilled with a CME 35 rig, using hollow stam augers to advance the bareholes. At the ti.me of our exploraLion, the surficial soils were soPt and our 8ri11 rig had to be trnaed about the site by a buildozer. 3oi1 samples wese obtained by the split barrel method in accordance with AsTM: D 1586. The standarc! Penetration Values (N-values, blows par foot) recorded in the sampling procedure are shown on the respective logs. Trie N-values are uaed as an indication of the in- place density oY cohesionless soils, and to a more appreximate deqree, the consistency of cohgsive or semi-cohesive soils. Recovered samples aere preliminarily classified in the fie].d by the drill crew, sealed in 6ME QOp5ULT/tMM. INC. ii. . 6125590720 GME CDhSULTRNTS MPLS T-073 P-008 1I?P c7 'Si ,7:C19 Mr. Joe itafleiMacher 4 MaYCh 29, 1991 jars to reduce moisture_loss, and returned to our laboratory for examination and classification by a Geotechnical Enginear. The 8ri11 crew observed the borings for groundwater levels duririg and a€ter completion of the drill3ng..These water level readinqs ere"shown i.n the lawer left corner of the respective boring logs., The boreholes were backfilled with cuttings upon completion of the drilling. BqB8IIR8ACE COPDITION6 8oi}? Cla88iPi0&tiQA The soil classification program was initiated by a Geotechnical 8ngineer examining each of the samples to determine the major and minor soil components, while also noting the color, degree of saturation, and any lenses or seams found in the - samples. The Engineer vfsually/manually claasified the samples on the basi.s of texture and plasticity in accordance with the Unified Soil Classification System. The letter symbols in parenthases Following the written description on the boring logs is the estimated group symbols based on this system. A chart describing the Vnified system is included in the Appendix of this raport. The Engineer grauped thA soils by type into the strata shawn on the boring laqa. Tha stratiPication lineg shown on the logs are 6d1E EOMEULTApTS. ryrC. , 6?25590720 Gh1E CONSULTRNTS MPLS T-073 P-009 MAR 23 '91 17:09 r Mr. Joe Radarmaaher 5 Marckz 29, 1991 , appraximate; insitu, the transitien betwesn soil types may be gradual ,. or abrupt in both the horfzontal and vertical direations. We will retain the soil samples from this program for 30 days, xf you wish to have the samples retained beyond this time, we ask that you please advise ust othercaise, the samples will be dfscarded. Bubsurfaaa Conditiona The eubsurfaae conditions encountered at each boring Iocation are described in the logs included in the report Appendix. SVe wish to point out that subsurface conditions at other times anct lecations on tha site may diPPer fram those found at aur boring locations. If differept conditions are encountered during construction, it is necessary that you contact us so that our recommendations ean ba reviawed. The surfiaial soils consisted of about 3 inches oP "topsoil" in boring 1, anc3 about 3 feet of silty sand fill in borinq 2. i7nderlying these soil.s, we enaountered interbedded strata of inedzum desse to dense sand and silt, and very ffitiff clay to the boring completion depths. Numarous cohbles were noted within the sand and silt strata while drilling. Below the fill and topsail, the SPT N-valuea ranged from 27 to 79. ? eeosuLrents. lae 6125590720 GME CONSULTRNTS MPLS T-0:3 P-010 I Pr+R 29 191 17:09 , Mr. Joe Radermacher 6 Marah 29, 1991 Gronndwater Conditaoas r No water was encauntered in the borings while drilling., Groundwater levels on this site will not remain static, however, ana.will fluctuate with variations in precipitatioa and land usage. gN6I=8RINR RSVX p=oiect Data The engineeri.ng recommendations made in this report are basefl on our understandinq of the project as described in Lhe folloaiing paracjraghs. The reconnnendations are valid for a specific set of project Cnnditions. if the characteristics of the project change from those indi.cated in this section, it is necessary that we He notified sa that,we may determine whether new conditions aEfect aur recommendations. We understand that the structure will be a 32 bg 72 foat s3.ngle story slab-on-grade building housing a Tom Thumb convenfence store. A 27 by 50 Eovt car wash additiqn mill be constructed along the east side. In addition to the structure; a pava9 parking lot and drive-through, pumpe and canopy, and underground tanks will be construated; however, we understand that you do not require geatechnical recommendatians for these structures at tnis time. Structural loads for the convenience store are not known at this time, therefore, we estimate that the maximuta oolumn loads would be on the order af. 75. to loo k.ips, wall GME CDYSUITAfIT6.IdC. 6125590720 GME CONSJLTANTS MPLS T-073 P-011 tiNR Z-? '9 . . : _ ? Mr. Jae Aadermacher 7 March 29, 1991 I loads would be an the order of 2^to 4 kips per lineal faot, and the floor slab loads would be no greater than 300 pounds per square foot. we assume that the finished flanr slab elevation will be clnse to existing qrade (+100.0 feet). 8ite Preparakioa We recommend that the topsoil and fill.be stripped from the area of plannmd Construction. Onee the site has been strippea, we recommena that the subgrade soils be tegt rolled and any soEt or loose soils observed by a reprgsentative oE the Geotechnical 8ngineer should be further subcut. • • Fill placed to bring the sita to final qrade shauld be 'granulaz. The fill should be placed in loose lifts not exceeding 8 to 10 inches. Each lift should be aompaeted to at least 95$ of the maximum Modified Proctor dry density (ASTM: D 1557). We recommend that a representativa of the 6eotechnical Engineer be present to observe and test the base soils and compaction. FassnBation Uesin Based on our interpretat3vn of the data obtained from the borings, it ia our opinion that the building can be supported on sgread ar cantinuaus orail footinq foundations. Exterior footinqs for the GME COM611LTMIT$ IAIC. . . i . .. .( . ' i , 6125590720 6hE CON?'iCA.1'FiAlFS PSPLS T-073 P-012 . ! i,;F ;? ' 91 1^: 11 Mr. Jde Radermacher 8 Marah 29,,1991 conyenienoa store should be placed- at least'4 feet below final grade to provide protection from frost. Sinca the store wi11 be heated, the interior Pootings may be•placed at a depth of 2 feet below the floor slab. we recommend that tha footinga for the car wash be pl$ced at Seast 5 feet below final grade, sincs this structure will nat be heated. Footinga bearing withfn the medium dense to dense sands having an SPT N-value oE at least 30 may ba praportioned assuminq a net allowable bearing pressure not to exeeed 3,500 pounds per squara foot. This refera to the pressura which may be tsanemitted ta the bearing stratum in excess of the pressure Erom the gurrounding depth of overburden. The Pootinga can be placed on the naturally-occurring sand'.or on compacted granular fill placed as desaribed in th¢ Site 8raparation section. Oversize for footinqs should be 1:1 (the fill beneath Poot3nqs should extend outward 1 foot Erom the edge of the Eooting for each 1 foot oP fill placed beneath tne footings). We recommend that spread footinqs have a minimum width of at least 30 inches and that strip Pootings have a minim? width of at least 20 inches, even if the resultinq contaat presffiure is less than the recommended bearing,value. We estimate that the maximum settlement of the completed structure be on the order oE 1 inch with differential sattlement being less than half this amount provided trie base sails are not disturbe8 or frozen at the time of construction. me. , , . . :j. ... -' I. e.. , ., , C . . 6125590720 GME CONSULTANTS MPLS T-073 0013 °?.fi9AR 25f?:•1491 17:11 .. . . ?;. . . ; . ... Mr. Joe Rade7rmacher 9 March 29,,, 3.991 • 7ioor Slab Su rad0 ,•..; ' , ,. ' i Prior to f2oar slab construction, the site should be :prepared as indicated under the Site Pregaratian sectioxi of this'repoat: ' We ant3cipata the flacyr slab subgrade ta consist ef select compacted granular fill or medium dense naturally-occurrinq non-organic+graii'ttlar soils. Sn our opinion, these subgrade soils wc3uld be a4eqUate to support the floor loads for the slab-an-grade cflnstrudtion. We recommend that any soils which are disturbed during 'constnuttiom operations be redensiEied in-placs to at 2east 45% o€ tIze maximum Modified Proctor dry density. We further recsommend that•the final 6 ir?ahes of fill under the Ylocr slab be a properly graded clean granular soil with less than 3$ gaasinq t.he numbar 200 s3eve, to reduce the migration of moistura upward towards the base crf"tYis alab, : IY the slab is to have a covering of any type (tile, carpeting, or wc?c>d),,or if a , surPace treatment (sealer or paint) is to-:be uaed, we reeommeiic't that a vapor barrier be placed over the subgrade, beneath fi2se sand titstxion, to furtner reduce thm potential for moisture+ m9:grata.an:.. Moiffiture migration to and through the.concrete slab can damage; coatings oY aaverings placed on the concrete floor. , We reaommend that the Ploor slab be desiqned and built in acCOr.lanee ' with the recommendations of the Pertland eement Assaciatiort aiid the American Concrete Institute. Fioor slabs should have conatxuGtiqn jotnts and control joints at appropriate• spacings to .r2dr?,ice t,l3a a BLGi:C01Y811lTMR8.IWQ - I 6.125590720 GME CONSIATRNTS MPLS T-073 P-014 MFiR 25 191 1^.::2 . ?, Mr: Joe Radermacher 10 MSrch 29,11997. t I potential far uncontrolled sririnkaqe cracking. The £loor slab ??anld , be cast inflependent of any interior calumns or walls, to permit differential movement to oaour without damage either ta,.tkie walls or columns. CONB'PRIICTION CON9IDSRA'1'TONS 4r2undvrater Based on the intormation from the borings, we anticipate.that fnfloW of hydroetatic groundwater would not be encaunterecl during exca4ations ta deptha on tha order of 4 to 5 feet below existing grade. Any water which wauld enter excavationa from surface runoPf, precipitation, or groundwater seepage, should be promptly pumped out• 'Wiater Coaatruatioa . If winter construction is contemplated, we recommend that special preaautions be follawsfl. Zf excavation starts after frost has penatrated the soil, rippingmay be needed for which oontractors'charge extra. Only un£rozen backfill should be used, and coritracCors may charqe extra Eor importing unErozen soil or keeping backfi.ll from Ereezing. I • I sn[ co?awnrr?, isa 6129590720 GME CONSULTANTS MPLS T-073 P-015 P:hR =7 'yl 17:17 . . :a.. . - Mr. Joe Radermacher 11 March 29, 1991 Sxcavatioaa 2he sidewalls of all excavations for this projeat must be properly sloped or sheeted and braced in accordance with the most aurrent pertinent OSHA regulationg (placed in effect on March 5, 1990). We recommend that ali contractors iavolved with below qrade construction on the site review their OSHA documants to determine the safe slopes that may be out into the soils of the types Eound at this site, as Well as to review pertinent oSHA regulations reqarding construction noise. Ths responsibility to provida safe working oonditions on the site, for earthwork as well a$ building construction, is solely that of the contractors. This responsibility is not borne in any manner by rMF Consultants, Inc. amffinAL QvALxPSCaTioNs Ttiis report has been prepared basefl on the soil and groundwater eanditions found in our borinqa, and on the development data releted to us by Pump and Meter Sarvice, Ync.. This repart is intanded solely for triis project at the specific location discussed. Borings and recammandations were not requested for the aanopy, gas pumpa, tanks or pavement. we would be pleased to submit these recoAmtendations if requested. iE there are any changes in size, scope, elevations, eme wrsu?Tau", we 6125590720 GME CONSULTRNTS MPLS T-073 P-016 11AR 2?;'91 1^:1: e Mr. 7oe Radermacher 12 March 29+ . ' ? structursl loads, use or,na,xure?:af the project From that outli?aed in i this report, ar if our understandi.ng of the praject.is incomplete or incorrect, we ask that we be notiPied iis order that we may t`ev3.ew onr recommendations to determine iE they are applicable. The sofl and groundwater conditions for'thin project were detairmit°ied at 3 locatians. These conditions are pertinent only at the boring locations and undsr the environment existing at the time- of qur subsurPace exploration. Variattion$ in the soil coriditions wo-bre. encountered and it is probable that additional variationg exist that cannot be determined from our borings or aur site reconnaissance. No warranty, expressed or implied, is presented in this report with respect to the soil and groundwater conditions on this site. Contraators preparing estimates and bids fcr this project sHtauld nct reiy sole3y on the information in this report. Rathes, ttigY Bttnuld cortduet their ocro subsurface expluration as they deem necessarg. STAlODARD Og° CM8 TYze subsurfaae conditions at this: site were fletermined. at ,2 The Dorings indicatd variations in the ffivbsurface condi-t3.on aflditional variativns undoubtedly exist in other gortions.`of th! The recommendatians contair?efl in this report are 3tased .+ interpretation of the subsurfuce con8ltions and repreaer and $ite. our our OM@aOMfSV 1.TI101TS. IN0. I , ? 6125590720 CdME CONSULTANTS MPLS T-6'73 P-917 MfiR 29?'91 17:14 Mr. Jae Radermacher 13 Margh 29,; 1991 professional opinione. These opinions were arrived at in accqrdance rith currently acc??t?d enqineering practices at thia ti?e onct locaticn. Other than this, no warranty is lmplied or intended... . 66 ? ^4,a. Prepared by: Greqory R. Reuter, FF-E. Project Engineer Reviewad by: Thomas P. Venema, P,.E. Principal Engineer GRR:TPV:smo I hetat+y MtW thai tWs p1sa, sped- flmdon. or rapwt was nsspa=sd'by me . a= aadss mY dkM.supervieWn aad t.hat J am e d Rsgbi*Ud ft0iesdouA1 NAGinae: qvdft og ehe $'tate o! Ift=6RdLIL VW17. Date 3- tr.... Aegistiation No 1.? ?. ? ? e? aohau?uurrs. ?rro- i ' , , 6125590720 GME CONSULTRNI'S MPLS 5-073 P-018 P1AR =3 191 17:14 i ? APPEDTDIX , SOTL SORING LOCATIOid DIAGRAM GENERP..L NOTES SOIL BURING LOGS UNIFIED 30IL CLAS3IFSCATION CfIART SPECIAL NOTES REGARDING PI,ACENlENT OF COMPAC'TED FILL SDIL5 GMECON9ULT8NM.IN0. r' . ? , 6125590720 GME CONSULTANTS hiPLS T-073 P-013 MAP 291"91 17:15 ?- u . ..?., . j . , . ? . .._ • ,:?a?..w.??..• ' ' - _?...?... . . .. . . . , - . •.•• •• ? 34712 94°40' 2R' V° , ?sr.+ o+n,w>«....c, . . ,- .. ? . ? " : _ r m .ca ma . ?.w . r "rc_.?---? ..-,.. ' " ?T ik ? ? a. w •, ? ? 1 I ? ra tmmie ? ? f , /' . (• i / / . ?i ! ? i •? ' O TObA TiRW . + - 1 ° CIFt-' . 4 ? . WAS . . ??.? . . ? t r T'" 1 ? ? ? . . ' . • _.ya? I ? 'i . •1.1 ?,....."""'_ J!!P.?' ..--.?L-? iwd?ia ?-r "'?..-'_'_ ' • -, , . tA ?'r??-.? . ' . .. . .' , . " ????.. .. ...- ??'?'?_?,??..? _' ?" ' ??' •? ? . ? ? -?` ss?- . ? ? ' ? ' ' ' I . ' . • ? ? ; ? u., mnf ? i ? ppy?ltF ?CM a? ?e+ts Lfl1 5 WT a wwr? . ? 1 ? "° ? ? .. . t ? 29t. N 89' CQ: 2T• V •s'.e!'S? ? , APPRC?XIf?F+'fiE . _ SCb7.E 0'u 4fl# sOIn. ?M ??? n? INE.: GINE CONSEICtRNTS 7Yki T?AAt6 COtJ?IA9IE'CE STORE 1?A' , uopb ztst Apenue wetm FISGADI, t1INNE50TA Minneapvtie, MN 56447 j PE7MP AND ME'PEit SL"J,2dICE, ZAfC. ;7LK7. , GRR ?. ? . , ? 6 25559720 GME CQNSULTRiJTS MPLS T-3'.'3 P-Zeti "=+G 29 191 17: 16 LO(i OF BORING 1 PRbJECT '1om Thumb Convenience Store S17E Ea an. Minnesota ? rILIE"T . ARCHITECT-ENGINEER I Pump and Metex SeiVice, InC. ? . ^ uwcowFiw[•nc»unaEgssvesrnrMTM.ronvvr' -O_ ! ? y a a s Z DESCfl1PTIONOiMATERIAL ? WAYEq y(y. ? °? m CONTENT46 4 Z F •?•1 ? ? (A ?/ -*' I . gTaNOAitD BENE7RATIO14 ?BlOWWFOOT) 20 r LLI w ?ad ? ? SURfACEELEVATiON?98 4 H? 2 70 20 _? '.40 50 .3 7b il YEY ? ? ? Brotm P ne g madiuQSILTY Q.A 15 2 SANA, txacE ravel, ts - luedfuun - d ~' ? 79 I Brovn fine to mediime SRAID WITH SILT, trace grave3, rnhbles - very dense 57 ? 3SS to dense - daxV - (SP-Sf4) ? 4m 5 r . I gm 2 ? 14•'g! 6m crayish brorm fine.to croarse 5ILTY 31 SRIdp W1TH CLP,Y, traoa qraval, cobbles - aense - aamp - (SPS-sc) 19' ? ro-dm SI T , trace clay - 28 n rtedium dense - - (ML) t i 20 f ee ny at End oP hor fio3lott;sten avgar u32d fu11 depth Horehole backfillel with custtings WA ER LEVEL OBSERVATI NS ' ' - 25 ^ ' GXOU iidxater not EfiCOllIIt2YEd &, lNC• GME CON6ULTANI 3-28-9 1 w.L. h in i f d ? a?""`°' •?,s°m'' . m a W oAi isa w.L. w i] os a ter ll r ;e ..? aoo:+: , da MN 65"7 l d i i rvwep A aRPROVE ?,r,L, l r l n 2 #94 SHEET 1 Of The s4tatificaliomlines repment ePProxlmate boundaries between solt type9: insitu th¢ transition may be gradual. . 4 . . 6125590720 GME C014'_z1JLTAhlTS MPLS 7-0^r3 P-021 MflR 29 '91 17:16 - LOG Or BOPi1NG 2 . . Ppa.18CT Tom Thjimb Canvenience Store SI7E . Ea9an. Mirmesota CUENi PuuV and Meter Service, Inc. ARCHITEGT-ENGfNEER r W '.r..,. ? ? uNCOr+wnEo coMvnESSrvE 91AE4GtH 70NW"? -;(Q- 2 S r ? Y m CI z W J Iu O ? DESCRIPTION Of MA7EI?Ul 1- O m ' WATER C[mtEN'f % 8iAtiDAPOPENE7itAXItMt (BlOW51F4UT) ? o a? ?? 2 ran ¢ i¢ u ~ 3 a F af SUPFACE ELEVATION? ar ? a - f o 20 3 8- 0 , 40fiD SILTY SAAID WI i 1? Brrnan f ne to caarse CIAY._traoe-yravel, toots - vely 3 ? di d ? 2SS 3' ense - ? (?-?SC o me P -FiL1 i5 ? Dark hroFm fine to medium STLTY SAbE ? traoL ravel - dM& - Brown fine to medium SzLTY SAPID. trace yravel - dense - darttp -(SM) 30 ? Eroen SANDY SILT, trace gravel, ? 4SS cobbles - medium dense -- dam - (ML 28 ? p Brown fine to coarse SILTY SAPID, 62 ? l, whbles - verY dense trace grave . to dease - damP - (SM) 6SS 35 18' l ' - Braan SANDY CLAY, trace grave 27 ? 7S' very stiff - (CI,) flid of boriru at 20 feet ' ; Hollow stem auger used full depth Horehole hackfilled bith cuttinys li WAT EA EVE BSERVATIONS $ORI NGSTAFITED r t O1nSV1?A 1i lll18, INC. oftI NG COAAPLEfE 3^LS- J1 n encmn erea, i or aEter ill H 07ft +mme+aw?? aI C?T$-I)55 .. ' _,_ L . . . M6WN T , PP10 W.L. ... i , PH6:IECT # . ,. _ _ ameE°P 2 0 ? The clraliHcatlon tirm rePresertt aPGeazirru4te imundaries t kfatwaen aall ty insitu tt,e ttrmsitiran may 1te Lafti. 8 ; t ~P~~PD ~ Z LZ~P~~PD~~~~ C,ILC~-1~~ TC~ - C/z ~,F:L~I`~T~E;~.._ ICuti`~u!. i.:~ S > . . . ~ . . . . . r.1 [ I \ ~ Ft~t~~ 1Z~MU~ Mi=1N~~~~.:V~'~~.N i~F ~ELF ~E ~Jl~..~ Li~_;'~~~~"~ m I~IY'[ ~~U I L ~t~UI~'M~.N`fi ~ w/ EW1Ei`~'.~EN~w ~J+= `~:~J~-r~~~,~~ ' / i' ~7`r f'~~7 , /r f f~IJC ~ , ~ ~ Il ; UN ~'~;l~P U'~~L~ 1 ~~`~~~L~M ~ 3;v'1 +`nE_5~~1~E. 1ZEi%~ r ~ Mr-~`~;l ' ; ~ ~UNi'T` tiJ( ~~'-Lw~~..~~... ~ ~~~L SW IZC~-~,~ N1D~fy C~=D ~t~ ~ ~ Er~LF _ ~ , , , ~ ~ ~ ' Er~LM C:6~Ni~~~~ C~111~"N ~ LI1 ~~'~.i~~E~<. 1 CALL =,uJ (T~ N i; ` ~T ; ~ ~~~~T ~C,f~~V~.1c~~=::~F--~ - t5> Z~~D ~I ~l_.. ~ ~ ~ ~ ~ ~ ~ ~ ~ ~ ~ ~ ~ ~ ~ ~ ~ :r ~ ~ ~ . , , , ; ; 1 ' ~ , ' ' ~ ~ . , , , , ; ~ Y_ _ ~ . _ , . _ > ~ ~ _ _ . _ ~ - ~ - ~ ~ ~ ~ _--~-~:;~.-•~.:w_ _ _ ,._M. W ~.~~.__~.___W.__.__~.._._._._...~_._ _ ~ , ~ ~ : ( t,~~ D~r.U GiL.~F~,, N~FT~7-Z ~EC,Oi~,J ~ ~~,~Nt1~ D1S~'Ei~~E~ ~ Wh~ ~-l ~-~i~~ ` y , ~ ~T ~`x ~ ' t' ~ rl ` t^,l ~iT''' ~ i ~ ; y . ; - Tb B D U ~INC. ~~~AN~ ~.ll ~l ~~.I ~H~4'E~J 1~.~ T_~~.. _.m~.. , , .,ti ~'~ti 1 . I : ` ~ . r ~ ~ ~ ~i: ~ - ~I~L4{ i :~4 LZl C~k~i~PU~,~.C~ ~ER 11 S-~1L~ ~ u~Yl, Fl .-1 1 SLf~Nb S~Z~ 1~. ~~:I~~ E. , . ..a. _ . . I . ~4 \ ~ . . . . . ..y....~...._._.~~ ,...w. ~ . , ~ N ~,x 15~~~~ TD L~. UE~1F1~~ C_ P L~11~.~Y=, Dai~ ~ ' ~ A C~ ~ ~ ~ t5 ~ 7 .~E ~ \ ~ . . . ~ ~ . . . . . . . . . ~ . . , ZU''.x. F ~,t. ~ EX: iNGU~S~;s:.~C.. ~ ~ ~ . ~ ~ . ~ . . ` , \ ' ,t~~~ ~ r~~ ~ 4-~ ~ I~DI~ ~~E~ 1r~! ~L~ F 1~.,~ G~ ~SS ~ t~i-, ~i~.GC l~, ` ~ ' c E ~ ~ ' , ~ ~~1 . . . . ' . ~ . . . . ~ . i. . . . . . . . . ~ ~ , , 1 `1`~1~ Ct7f~11 ~iN~~~,i'+T ,-iNi~~ ~ , . ~ Z G~,1~ r~S. ~I!~~_~ 1~, 1 t W . ~ - - , _ , . - , - - ; , , , , . _ _ ~ - W _ C~~rJt D`~E:,_~ 5~ C~Ni~~ 1 ~~l/ I°~' x~2' C.oL~M~ c..E_NTr~I~~ ` ` ~ i ~ - _ F. I i ~ ~ Q ~ , i'~ , ~E ~ ~ - PI ~ 1~~ i~ 1~ ~:~.>UI;~.~~ ~ ~ ~ ~ ~ ~ ~ ~ ~ ` ( Co . TWIC.~~ REINF~~',~,.~~ C~~C~~..,y ~~7 : ~ + ~ , ~ , ~ ~ ~ - ~ ~ ~ ~ ~ i ~ ~ / ~ ? / ~ _u F._._._.__ . . , s~( ' - _ . ~y ~U~~.li'~I C~ ; F11~~~ UN(7~,.~,... (.:~`~N~~ , , , . ~ ~ , ~ ~ ; _ , , , . , ~ , , , saoisinaa , ~ ~ ~ ~ ~ ~ ~ . , ~ r ~ , ~ . _ , _ ~ . , ~ . ~ . ; ~ ~ ~------~-i ~Wl~'W~~'~`_~~:~1~ ~:ANI~Y- ~~~FC~~1l~,~` _ ~'C r~i~..~ 1`~ '~1s.~ ~~C~ ~E~~f~~~~'~~;~~:..a_~ ~ ~ . , ~ ~ ~a``~ ~ ~ ; ~ ~ . ,_s r -r- r ~ ~ ~ r 1 " a ~ ~ ~ ~ . IS I ~ r*: ~ ~ ~ 4 T ~ ~ ~ ~.,1 , A !,~`Jti..,~ ~ ~ ~1.... C Nt~ F ~ a.~~~ ~ , ~ L~! ~ ,~t~,~, ~i~~~)f~\~ ~ ~ I ; N ~ . ~ a . ~ _ ' ~ , ri ; ~ ~ ~ ~ c~ ~ / !`~~C _ - ~ ~ t., _ 1~(1 r~L~ ~'(~r~ e ~ " ~ ~~1. N~a 5MD'~,,~ S~t~~T ~ r MC~ v1 . ~iN , ~ : , ~ ; ~ f ~ ~ r . , - tt r , - > r,_'' ~ x! ~ r ~ ~ ~ ; c..r, _ ~ ~.~,~r>"~i~., i';~iT~.?~.~LO~~~'1 • . ~ ~1::~ ..~,.d~, Il~ `(C€'~~~, ~l._ 1 / _ ; , , i, , _ f ~ ~ , ` , ~ , ~ ' „ . M- . ~ ~ 4'~~~,o~l_~ , , ~ ~ i D CP~(~iC~r~`~ ~DLJJ~t~i ~ ' -Z , . , . ~ ~ `L,~F~.F~~E`~_ ~~'E~~:..~..~ `Tb MI~UNTE t ~ - ~ _ ~r ~ s ~ ~ a U ' ~ ' ~ : . . ; r I ; . ~ . . , : . ' ~ ~ J~~~ \ . ~ . ~ . , . . . ( i I . , r F / . . ~ ~ i ~ w ~ . . ~ ~ - - . d'' , . ' ) . ~rv _ ~d' y I . - ~ . ~ . ~ . ii . ~ . . _ . . ~ ' I ~ . - ~ . ~7 r~~ ~~~G~T"' I ~ u . G~ ~ G.-, t i } n I~ i . . ~ . ~ , ~~ILJ~'~~.~)~ _.~._~~~_D i ~C_~', ~f ~LE.Y~ Wl ~OOT~~~ ~t~~ LIZ~ 2_ LPI 1 iD~'r ` ~ ~7 ~ I ~ a~~ ~ ' --~f ~ J ~ w., ~ ~t" I r^- ~ _ ~ ~ ' . ~ . ~ . . , , . , ~ U~~'~4~;~ ~~Jr~l~~i~.~ , P~~~ ~IN~T~~I.:~'D D'~ ~T~1~. ,~~~_.~~.~;~t~~~ ~ ~ 3 ~ ~ ~ ' • o ~ E ~ ~ ~ ~ d, ~ _ , s ; , . , , ' ~ ~ ~ yl~ ~ ~ . , . ~1~`~~~M~,S~~~ ' ~ ~~.h~ v~ ~ ~ ~ ~ ~ ~ .,r ; ~ ~ , ~ ~ H , I . ~ ~ - , ~ . ~ ~ ~ r~ ~ ~i . , ~ ~ ~ ~ il ~,s~.~ ~ , ~";l . ~ , . r- ~ , ' ' ' 1 f~. N ' ~ E~ ~ ---'--i ~ z ~ ~ ~ o ~-,~T 1 Ji. N~ ~ ~.~~3 ~ ~~RS1~>~~_ F~, , A ~ ~ ~ - ~ n i ~ , ~ E~~ ~ ~ ~ ~ l~~~P~~~'~~.C~ ~;ED ~ ~ „ i, ~ ~ ~ - r i ~ ~ ~ - „M; ~ \ . . ( , ~ ~ , w ; ~ ~ ~ Z ~ ~ l.. l 1~~. CE',~C'~ L~. P,1~,. , C~'~.C ~-s ~f ~ ~.aE_ ~.T E W/'-~LP ~ ~ i ~ ~ p ~ ' ' ~ ~ ~ ~ ~11~ ~~~N';'~ _ ~~j ~ ~ ~ ~ ~ W \ ~ ~ U "C`UR~~h~ ~.i`aC..L~`~UF;E~ ; , - ` ~ . 4 ~ . : 1NS1 E ~ :.~F-~~-~ ~ ~ ' i l : , ; , ~ ~ , . , , _ , 1 ~ ~ . _ ~ . ~ _ . ~ ~ ~ ~ M c=n w . - , . w . ~ ~ . ~ ~ ~ ~ ~ ~ ~ ~ ~a~ , . . . ; . , . , s rh ~ M ~ W ---~1 , z ` ~ _ . _ . ~ ' ; ~ ` P'~`~'~ ~ Z" I~E~i i D i= ~.E~Y. CUt~~r~~..~~; ZL) ~ ~ , ~ .L~~P~,~,'~ ~ ~ ° _ ~ ~ ~ , ~ ~ G ~ ~ ~ _ ~ ~ . , _ 4~ . ; , . ` DN ~ ~ JM~ . . : ; ' ~ ~C.~4-1 ~~'~G;E ~ ~ NES _ S~ r~ . i~l-:~`~ ~~~~E.T~ e . . . . 1 y ~ ~~t~~k 't,^7 , ~ ~~~.i ~.i. ' F / . , _ ~ ~ W z Q~ . . .'y. 1 ~ , I . ! % . . ~ " 1`.~.'~. !N`^.~.~.'..~~r- r .~~.~I. ~ . S r . . . 1 , , . , , . - ' 11 `*1 ENL...~....~.~".._.x. ~t ~ ° , ' IN51v~. ~U~ , , , , . , , . . _ , . . . ( , Q~ _ ~ i ~ pW, Z O W w ; , . . ~ ~ ~ ; ~ . . _ . _ _ _ ~ , ~ ~ _ y ~ O Z~ , , ~ . _ , ~ . ' '~'i ~ ~ , , ~ ' ~ _ , . Sc. f ~ r7 r/ Y j , j,, 3 . ~ ; ~ ~ - Z u. ; L._ J , ~ , 'z, F~1 ~~~U f ~~~~1:1T~.L T-F~I~.~. ~r\U~~._ - ~~I~r . ~ ` ~ 9 . w_ . , ~ ~ ~ w~ , f ; ~ j ~ . . - ~ . ~ ~ ~ ~ ~ ~ : ~ ~ ~ ~ ~ ~ . , , , r , , ~ . 1; i: ~ , . tl _ - _ ~ , ~ . 'y ~:t-. , Ls ~ , , ~ . , ~ , - _ _ , , ~ . '•Y ; i : i ~ << ~ ,r~ , F' t~l T1C~~ 1 , _~I4`~k C~t~~.. ,~~C: t~~J~~~.. 1 D ~ ~ . , _ . , i' ~ F y ~ QQ I Z ~ ~ z a Z QW ~ , r., , ~ z . . . , ~ ~ r ~~~,J Z'~~ ; ~ , r~ . a . _ . . ~ , , ~ ~ ~ . v~~~ ~ ~ . ~ ' ~ 4 ~ , ~ W..:_._ ~ 2 ~ _ ~ 0 ~ o w ~ ~ ~ ~ I , , ~ ~ - 3 ~ ~ ; WF~"~M ~ , Qa ~ : T~ ~ ~ ~ ~ ~ _ _ i'_____---- i~ i' ~ ~ ~ , . , , ; ! ; ~ i t Y~;~~N~ ~ ~ ~ 1 ~-1L.L ;~,p ~)I UM~ ~J L~i D~I~~~.r ' ~ ~ ; _.t_ ~ ~ z - - , 1 ~ ~ f% ~ , ~ , o ~ .~v _ ~ ~ ~ t.~ . ~ ~i- ~ ~ i ' I f~ ~ ~ U N O ~ ~ ~ W = r ~~.~~~1'~~IC~f~~ p ~ ~ c~, ~ ; w, > o. ~x. ~ . ~ ; ~ ` , ~ ' C~W,~', ~ Q ~1..1L.~,~..~.. ~ ~ ~,U~., ~ ~ D ~ 0 ~ , ~ . t , ~ 1t~ ~ .~P LL. ~ ~ i ; ~ , ~ _ _ ~ ' ~ , ~ J ~ ~ ~ ~ ~ ~ ~1T ~ 1 ~1 ,l `1 ~ ~ '1` e ~ ' ~ ~ ~ C~ i~ i1'lE.~ , _ r`{i r1. w- _ ~ ~ . ; . _ ~ ; i ~ ~ I ~ ~ ~ ~ . u ~ > , ~ ~ ~ ~ ~ ~ ~ ~ w } ~ ~ ~ Y `s ~~I . Z/~ , ~ .._w ~ , ~ , , I ? _~,t.. ,.~1 ~ _ , ~ , - ~ ~ . _ _ . ~ . ~ ~ ~ , ~ . t ~ ~ - - - - _n_,.~_ t t , > > k hT~ , ~ s< ! fr _ ~ . ~ _ ~ . , _ _ . ~ _ ~v ~ - - - ~ }f~ -~~--•r~~ " ~ ~ f il ~ r ~ . .~u ss n s ~s +I F. . . ..Y..t ~ . . ~ ~ , . ' ' ,~?~+rc~v.`.•~. fr~.:' _ ~ _ ~y,._..,,~.... _ _ ` ~ • , ¦ Q~ V `t. A~. ..r ",'S . n<.:.' . r' . . . .Y-. . ~ ~m ' , ; x, . . - . . i . ~.f / ~ ~ ~~k . . . ~ , ` ~ ~1 . . ,~i 1 ~ ~ . ~ . rn ; : ~:~..1_~._._---~-----~ . . ~ ,1> , y r ~ { , . ~ _ „ ~ , ~ ,<~,.._I ~~~a~~. ~ h w I ' ...~.,...r..: ~ ~ ~ E . ~~J _ ~i`1 I ~ ~ _ ~ ~ . , ~ , ~ ~~~I~i~ ~ L.N~ ~ ~ ; ~ ; , ~'~W.~_ . 'X, ' W ~ Z Q ~ . , . ~ , , , » ^l~L~ I L' . , ~ _ . ; ~ , ~ ~ , ~'l``.~.~w. C, ~ll`a`+~~ u I ~ . i.. - - 5 t , W. J....J r W111 2 L~~ ~ II`~ L~..~~~`~, , ' ' ~-~~ER . ~ _ ~ r. _ _ . ~ , . ~ ~ , ~ ,~,,M ~ ~ f!1 m ~ p~ aa . _ , ~ , ~ _ „ h ~ ~ ~ . w.. , r , ~ ~ ; ~R~ W , ~ ; ` ~ Z ~ ~`Q_~~ Gli.. 7 ~1~~~ ~ ~ f'~1~ . ~ ~ . , ~ ~ _ _ . . . ~ _ _ , , .uu_<~~~u~,_ ~-~~f::E~.~~~-~ ~_~;a~~~i~:c~,~u~J~a~ ~ ; _ _ ~ r~, ~ . . l ~I ~ ~ t", . . , ~ . , ~ . ~ , - ~ . h, ~~i (~l~a1Z~ ~ - ~r:~~l f ~ i 1~; ;`,1t--~ a ~ c, r ~ ~ _ ~ ~ ~ C~ ...._.~~.URE~ - ,IU ~~~._~'1 (~F1Ll..~N X _~1' ~ 3 F f ~.~____v_... . ~ , ~ ~ 'tll W ~ W Q , ~ . t.Z~'~%.,C~~_.~~ C:,~~..LU~ ~ ~ ~ ~ v~ ~..~rv r - - _ _ _ _ _~-,~c`' y t~ - a oc ~ - ~ u. ~ tn w . • ' . _ ~ . ,w . o~c Z o ~ ° - T r~ fia~ ' ~ ~-~1 i~~ <11~ C~~.~'T ~i ~ ~.~,t . ~ ~ . ~ ~ . ~ ~ ; ; ~ ~ - ~ ~ ~ H W W ~ ~W ~ ~ Ui~~~..~F~;i~~E-.~~ ~ ~ ~ i ~ ~ ~ , ~ . . ~ ~ - ; , + i ~ ' ~ V.~ l i'y 1,~ ' W y`(~ a U ~ ~ - - ~ r- ~ ~ ~ ~Kf~,"`~ii~)M ~ U(~!~~.:F,:1~..~ ~ ~ ~ W 1~;~ ~E:iV~~.r_ w ~ ;W ~ o~c r_ ~ a ~,~tw.~~,al~:r~sy.., G. Y. u~ a =W. - ~ M '4" , y ' o. o o ~o p~,'' W M z~ ~';1 , ~ ~ ~ ~ ~ ~ . . ~ - . , , , ~ - f~ r Q C~~7 r_ ~ ~ r ~ aC ) „ f ~~i`l,t_,~~~.~ L~ ."iU x : ' ° n ~ ~ r. ~ ~ l`t~'~~~~ C~i~~~~~ ~ ~ ~ i'~1~ _ ` ~ ~ W 0 tn C. y m ~i C n._ ~UCI~-. I ~f~~,,~ . J =Q , ~ ~ ~ ~ ~ ~ ~ ~ ~ _ _ - , . . ____.v. ~ o ~ ~ _ _ - Y~ _____v_~_____.~.~.4~~..r_.~_~ __u___.__.~_._~. . . _ . ~ a ~ ~ ~ 44 ~ . - . ~ ~ . . . ~ LL~ ~ . ~t ~ , . . W , a ~ ~ ~t n . . . ~ . . ~ . l~ ~ J.~ r ~.,C~C~ u,.::3~ ~ T`~(V~'~.~ ~ ~,u,~:_ ~ K~V - D ~ ~~'f~ , i~~~. _ ~ Z '~~*.1T.~,. ~ ....y,~ r ~ } . . i . . . . . . . . . ' t~~ t.~~~y 1~~.~ ~ ~-I u. :c~.~ ~ ~.~.~A ( _ ~1~ ~ ~ , ~ Y ~ . . . . . : . . . . . . ~ . . ~ . . . - ~ ~,:i ~i . t" 1 - t~~.~~4. . _M .r'r ",t" '\i ~ . ~ . . . ~ . ~ . ~ . . . ~.~Eh_~~ 1~~, i E~.. FO k.~ ~ Y~~, ~ ( 5 r~~_ I N U~., s~ D~ a _ , ~ ~ ~ _ , ~ ~ 'CO'~C~4'.CJ~ LU4-`~1t~`1 S11~.~..,°•..,.~~..~~ ~~!~~N 1~t,~ i~;` t-. ~ ~ ~ A ~ , ~ ~ ~ _T r^..:~:'T" a~ ~ . , , ~~~~~~.E C~;~~1 r ~ i ? ~ , , ~ - w.C~ D, T~~_ ~ ~1:..~, ~ ~ 1 F~`) , ~',E\~ LI ~ ~~~I~~`ti La~~~~~~. .t.~~ t~~ 1`~t~ r~~~ i ~ t. ~ ~ ~ ~ ~ ~ , . t-11~~ ~..1; LIf T.u4-~ `T~.~~C ~ , , ~Q~~~ ~~~~a~~~~ _~N,~ST ~L~1~~11~14N: r~rr~ /Q ~ ~ ~ ~ ~ ~ ~ . ~ ~ . . . ,~~~~4r. -~/~V ~ ~ . . . ~ ~+CA1~~.1 ~ ~ ~ ~~rea k . ~ . . . . . . . ~ `i ~ ~ ~ . ~ . . . ~ . : r ~ ~ . ~ . ~ . ~ . . . ~ , ~ ~ ~ ~IP~'-~ ~ • , SUB . ^ ~ - 1ECT TO ~INAL I " ~ ~ NSPFETlON ~ ' ' ' ~ AND ANY ~y,_~~, 1°~'_ y,_ I~ _ I~~ ~ ~ ~ ~ ~ _ ' ~ ~ ~ ~ ~ _ ; ~ ~ CNANGES N 0 I. Ct, ~ 4TED: .~....~...,.m.:..,~.._.~~: ~ _ " , ~ ' ~ ONTACT LOCq FIRE AUIFIORITY _ , " n~ ~?scQ /~le,~e~ ~'~Ju~,'~nc. ° _ _.v_.__ _ PRIOR TO PR ' . ~ 4JEC1' START. • _ , A~iNNESCI - ` TA STATE ~IRE , , ~ . ~ MARSHAL M~ - _ _ ~ , ; i i , , _ , ; . , y: ~ i , 9 , ; I ~I ~ ~ ~ . ~ta, -1~- i ~ ~ ~ ~ . ; ~ ' ~ ~ i ~ ~ ~ ~ ~ ~ ~ ~ ~ ~ ~ ~ . ~ ~ ~ , a ; , R ~ ~ ~ ~ ~ ~ ` , , ~ ~ i ' ( I~ 1~ 8i s ` i ; ~ ' ~ ~ 16199~ ~r~~ ~u~t~ t~~~ ~ ~ e,P _~.~_._y _ _ _ ~ f T'~ I ~1 I T:,; ; , , ~ i ~ ' I ~ E ~ ~ , Ma~sha~ pivis~o~ ~ PaUtr ORAWN 8Y Tn^ 1lEVtSiONS DATE , FICA re ~ ~ v l ~ ~ > ~ . . ~ . . . i . . . . p CHECKEO 8 APpROVED 9Y scaiE: , i v . . F ' ~ , TITLE DRAWING NUMEER ~ M ~ . . . , : ' ' . . ` VI , + . ~ ~ ~ . . . r. . . - , ~ ~ ~ ~ . . . ' j . . . ~ ~ . ~ . k. . ~ , ~ . ~ . . _ : _ x . . t ~ . , _ . 1J _ _ _ 1 _ . . _ _ . . ~ . _ 1 . APR 6 2018 , For Office Us ‘, : i:::•:: ItZA Permit#: / / 7S E N Permit Fee: /,3S` 3830 PILOT KNOB ROAD EAGAN,MN 55122-1810 Date Received: ' -OL0-($ (651)675'5675. TDD:(651)454-8535 I FAX:(651)6755694 Staff: buiidinainsDectonsCc$citvofeastan.com L 2018 COMMERCIAL BUILDING PERMIT APPLICATION Date: Site Address: !8� i J f�,c_� Pd l �+ Tenant Name: ')Y C] S Q ,�'1 (Tenant Is: New/ Existing) Suite#: Former Tenant: Name: ill/rr" f. Phone: Address/City/Zip: I :.X J l�t.�JC. j(_/l /i / N Applicant is: _Owner A_z Contractor Description of work: ep ( i Construction c st 3(I Name: R ).S: Cj J f�' � License#: Address: 1 r C n �' �► 7��Y: E,2.4?/r- ' 'mnl State: /� Zip: '5 i 1440 Phone: )$7 �� g Contact: /. Ill It__ Email: I a1 L. 'a 1 Name: / ' I , /►.r 1). —iit Registration#: Address: / I City: State:l Al Zip: Phi467-‘are-60°--' � ' Contact Person: ( .(,r" Email: Licensed plumber installing new sewer/water service: Phone#: ity _proposed ordinances b i nin ups You may subscribe to receive an electronic notification from the G of Y r9 9 EP fo►an email update on the City's website at www.citvofeaaan.com/subscribe. CALL BEFORE YOU DIG. Call Gopher State One Call at(651)454-0002 for protection against underground utility damage. Call 48 hams before you intend to dig to receive locates of underground utilities. www.gooherstateonecall.org thereby acknowledge that this information is complete and accurate;that the work wilt 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 fora 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 /Canfl' Vv ,� x Jrt iii 1 �� Applicant's Print d Name Applicant's Signa DO NOT WRITE BELOW THIS LINE ,`-t g V4/ .4 .SUB TYPES / g/5i (tC c.-/ 'd. _ Foundation _ Public Facility — Exterior Alteration—Apartments Commercial/Industrial Accessory Building _ Exterior Alteration—Commercial _ Apartments _ Greenhouse/Tent — Exterior Alteration—Public Facility Miscellaneous Antennae WORK TYPES New _ Interior Improvement Siding — Demolish Building* Addition V Exterior Improvement Reroof _ Demolish Interior Alteration Repair Windows Demolish Foundation Replace _ Water Damage Fire Repair _ Retaining Wall Salon Owner Change *Demolition of entire building—give PCA handout to applicant DESCRIPTION Valuation Occupancy MCES System Plan Review Code Edition SAC Units (25%_100% ) Zoning City Water Census Code Stories Booster Pump #of Units Square Feet PRV #of Buildings Length Fire Sprinklers Type of Construction Width REQUIRED INSPECTIONS Footings_New Building_Deck Addition Drain Tile Foundation Foundation Before Backfill Retaining Wall Vapor Barrier Erosion Control X Framing X 30 Minutes 1 Hour Steel Reinforcement Insulation Street/Curb Cut Inspection Sheetrock Other: Roof:_Decking _Insulation _Ice&Water _Final Meter Size: Siding:_Stucco Lath _Stone Lath Brick_EFIS Electronic Set of Final Revised Plans Windows Fireplace:_Rough In Air Test _Final Final/C.O. Required Pool:_Footings Air/Gas Tests _Final X Final/No C.O. Required Final CIO Inspection: Schedule Fire Marshal to be present: Yes' No Reviewed By: : Si , Planning New Business to Eagan: Reviewed By: , Building Inspector FEES Water Quality Base Fee Storm Sewer Trunk Surcharge Sewer Trunk Plan Review Water Trunk MCES SAC Street Lateral City SAC Street S&W Permit&Surcharge Water Lateral Treatment Plant Stormwater Performance Security Treatment Plant(Irrigation) Landscape Security Park Dedication Other: /�S<00 Trail Dedication TOTAL: Page 2 of 3 , , .. � Dc ..,...„ CITY ..,, , {ft., ,T ® i� N QC.; ii I ' ; rd.. .. _..---._._1 1 - - ..._....__•► ! a 1 1 I I � , a F-- p H ' 7, ti �lx. ; 1 = {n �' * CD O °" CCD -- 'Ivm m3 711 3... `{ ! c ao I '";yam Fo 1 m * > • "F—i--01!4---.w--0,4Al— iiii _ REVIEWED PLANS MUST tm —►;; ; REMAIN ON JOB SITE • " ! Af .WED ....� F - DATE: aR Zl!/it .r..._______ IL-LI u I BUILD,1C I PECTIONS DIVISION i I—, _l z, prQ'!_wc_ s s ,sIn; i I o 1 ! :i s x Hf LJ meq"' `z 1111111111 1.P � l� 11 ... ,�.,�� -P la P -Ni { f $°! ' 3 3 a xes > lie a -+ . =I' 10 74 }I^�. � El � z i t .. a Z r }��'z�g .4, ;' i x� �� Iota "' R�< Yz i, , I� . ~ o s�VI-= O Y3 €ll ,I.t �' I €y i cl -? ej I�o a I + 1a a �' e Ion, _-v 3'-`MEL FIELD VERIFY FIELD VERIFY o --L _ _ z o �N 1> Nz7J {aDDDz !T1 U oii tD rn A 1 A 1 I 1 TN3 ill g 0>st <74 ). %Ili PtR rim x i U P 91 N li gn N PO D i 101 A7I --141g fl14490 ; - 0 s, ft IR l_ ii I 'pm F a nRi 8 _ 4 1 i P g n. pii, P g ogg il Wo tiat Es rFA i F.iI 33i i ;1Z J1JJ1 Nr i., I i3 R' x c0a o` f e 3 Voigt&Associates, Inc.3 SIGN BASE BP SIGN BASE 1 STRUCTURAL ENGINEERING SERVICES 1815 DIFFLEY RD 4635 NICOLS RD. SUITE 204 EAGAN.MN 55122 EAGAN,MINNESOTA 55122 PROL#: 2018.079 PH.(651)686-7727 FAX.(651)6864444 DATE: 44-I8 DRAWN 9Y: MLH r t Z K ..-__ z, ►V o - < r. ry x 1 , .fi t -- :a .T' moi` ,icea ,. ". . i+ y !� %.o m O 9 - rn Z4,4 .04-..v C s, c n R. "' r I1 Off . - j _ Z. L,, r bx ; !LI • ;*_ _ �,r , Yu • 3 ■ s ill ■ II 4t' (T -t+ --— ---- i . '., '!-- I , 1 .ra t,,,-,,,,,'•.„ 1 ..0 ! g . ...2, g s : 90 • q,, • t lf, ,•-• ' - , c),, g - 0 , --in a ...a. (-) , ! ! .„..,, •47 : CD /;t1 ""11' " 1, -71 0 1 .... 0 W 11 0 irl: •Pi 1 ; ..a, • r) , .0 < i , z, TIzi1 • 1 11 Ati. f 1 1 , , • m . ..< al , , 0 . ; 1 I a [ ' 1 I i ,., . .- .•,tit.,-,;0". , -i•f•-,.. „ . ' **'''''' - 4-4 1 4..,„,,,,.. P 3 1 '. I 41.9 i e .' ii , ' P ' . • i:'''''4 i , ..,..”. 4 . , 4 4 i 4 • 5-14-18 ROBERT-JAMES&ASSOCIATES,Inc. Sht.1 of 5 12255 West 187th Street Mokena,Illinois 60448 (708)479-8385 C File: RoseCtySgn023.mcd MAY 21 2018 Site: BP 1815 Diffley Road Fagan,Minnesota Project: Existing 6'-1 1/2"x 8'-0 5/8"twin pole combination BP ID and electronic price sign for irtallation on 4'-0" tall x 8'-0 5/8"wide twin pole base with cladding on existing 1'-6"above grade concrete base using Hilti RE 500 Adhesive and HAS Rods with a finished overall height of 11'-7 1/2". Drawing No. 1805132 rev.A Design wind load is based on the Minnesota State Building Code(2012 IBC)using Exposure C and 115 mph wind speed. Design Wind Speed: (mph) V:= 115.0 Based on Risk Category II Velocity Pressure Coefficient at a Height of Less Than 15', Exposure C: Kz:= 0.85 Based on Table 29.3-1 Topographic Factor: Kit:= 1.00 Based on Table 26.8-1 Wird Directionality Factor: Kd:= 0.85 Based on Table 26.6-1 Velocity Pressure: (PSF) qz:= 0.00256•Kz•Kzt•Kd•V2 qz=24.461 Based on 29.3-1 For Figure 29.4-1 t hereby certify that this ,sped- Overall Height: (ft.) h:= 10.13 Overall Width: (ft) B := 8.05 weelNn or Wolfwas PfaPxed 6Y nye or under my direct supervision Where's'equals'h' s:= 10.13 aid that 1 am duly Regfidared fie- Iasional Engineer under do Mas of Nn Sino of Minnesota. s = 1 B =0.795 IFFO• ► W EVERE Force Coefficient: Cf:= 1.49 Based on Figure 29.4-1 S- t MTE ®�j� No.18796 Gust Effect Factor: G:= 0.85 Based on 26.9.4 for Other Structures Load Combination Factor: LCF:= 0.60 Based on 2.4.1,Case 7 Design Pressure: (PSF) F:= qz•Cf G•LCF F= 18.588 Use: WL:= 18.6 Reference: Manual of Steel Construction,AISC 13th Edition. Tube: ASTM A-500 Gr.B Fy=46.0 ksi.; Fb=30.36 ksi.; Fv=18.40 ksi. Plate: ASTM A-36 Fy=36.0 ksi.; Fb=27.00 ksi.; Fv=14.40 ksi. Mounting Bolts: ASTM A-307 Fu=60.0 ksi.; Ft=20.00 ksi.; Fv=10.00 ksi. All Thread Rod: ASTM A-307 Fu=60.0 ksi.; Ft=20.00 ksi.; Fv=10.00 ksi. Reference: 2014 Hilti North American Product Technical Guide HTT-RE 500-SD EpoxyAdhesive Anchor: 3.2.4 Technical Data Design Loads at EL. 1.5': (Base of the new section/top of existing footing.) Shear: (lbs.) ShrEL15 :_ (10.13.8.05•WL) ShrEL15 = 1516.765 Moment: (ft lbs.) MtEL15:= ShrEL15. (10.031 + (0.05.10.03)I MtEL15=8367.234 ShrEL15-[( 2 /I J 5-14-18 ROBERT-JAMES&ASSOCIATES,Inc. Sht.2 of 5 Design of Pole Structures at EL. 1.5': (Inside of the new base section.) Section Modulus of Tube: (in.3) HSS 3"x 3"x 1/4"wall - TubeSM:= 2.01 MtEL15 Moment per Pole: (ftlbs.) MtPoleEL15:= MtPoleEL15=4183.617 2 MtPoleEL 15.12 Bending Stress: (psi.) fb fb=24976.817 TubeSM Area of Tube: (in.2) HSS 3"x 3"x 1/4"wall - TubeArea:= 2.44 ShrEL15 Shear per Pole: (lbs.) ShrPoleEL15:= ShrPoleEL15=758.382 2 ShrPoleEL15 Shear Stress: (psi.) f := f,=310.812 TubeArea Unity Check-Base Poles: UCBasePoles:= fb + UCBasePoles=0.84 < 1.00 OK 30360 18400 Design ofAll Thread Rods at EL. 1.5': Threaded Rod Diameter: (in.) ThrdRodDia:= 0.75 7r•ThrdRodDia2 Stress Area: (in.2) ThrdRodArea:_ (Based on nominal diameter per AISC 4-3) 4 ThrdRodArea=0.442 Allowable Tension: (lbs.) AllwTen:= 20000•ThrdRodArea AllwTen=8836 Allowable Shear: (lbs.) AllwShr:= 10000.ThrdRodArea AllwShr=4418 Number of Threaded Rods in Tension per Pole: NoTen:= 2 Front to Back Distance Between Threaded Rods: (in.) LvrArm:= 8.0 MtPoleEL 15.12 Tension Load per Threaded Rod: (lbs.) TenThrdRod NoTen•LvrArm TenThrdRod=3137.71 Number of Threaded Rods in Shear per Pole: NoShr:= 4 ShrPoleEL15 Shear Stress per Threaded Rod: (psi.) ShrThrdRod:_ - ShrThrdRod= 189.6 NoShr Unity Check-Threaded Rod: UCThrdRod:= TenThrdRod + ShrThrdRod UCThrdRod=0.398 < 1.00 OK AllwTen AllwShr Use: 3/4"diameter ASTM A-307 threaded rod,nuts and washers. , 5-14-18 ROBERT-JAMES&ASSOCIATES,Inc. Sht.3 of 5 Design of Hilti HIT-RE 500-SD Adhesive: Based on allowable load data from Table 31 for uncracked concrete. Diameter ofAnchor: 3/4" Embedment Depth: 6-3/4" Compressive Strength of Precast Concrete: 3,000 psi. 14985 Allowable ASD Tension Load: (lbs.) AllwTenCpcty= AllwTenCpcty=9365.625 1.6 Allowable ASD Shear Load: lbs. AllwShrCpcty 32275 ( ) p ty:= AllwShrCpcty=20171.875 1.6 Load Adjustment Factors: From Table 32 for uncracked concrete. Tension: Edge Distance Factor: TenED:= 0.61 Spacing Distance Factor: TenSpc:= 0.69 Shear: Edge Distance Factor: ShrED:= 0.62 Spacing Distance Factor: ShrSpc := 0.58 Based on 6-3/4"embedment depth,the 8"square bolt pattern and 12"edge distance. TenThrdRod • ShrThrdRod Unity Check: UCHilti:_ + Hilti Adhesive AllwTenCpcty•TenED.TenSpc AllwShrCpcty-ShrED.ShrSpc UCHilti=0.822 < 1.00 OK Use: 3/4"diameter ASTM A-307 threaded rods with 6-3/4"of embedment in Hilti HIT-RE 500-SD Adhesive. Design of Mounting Plates at EL. 1.5': (Base of new section.) Plate Thickness: (in.) PltThk:= 0.75 Plate Widths: (in.) PltWdth:= 11.0 Side to Side Distance Between Mounting Bolts: (in.) BltSprd:= 8.0 Transfer Distance: (in.) PLS:_ (LvrAnn2 + BltSprd2) —4(3.02 + 3.02) PLS=3.536 2 •N Minimum Thickness Required: (in.) ReqdThk TenTh L (P1tWdrdRodth•27000)oTen•PLS.6 ReqdThk=0.669 UnityCheck: ReqdThk < 1.00 OK UCBaseMntPlt:= UCBaseMntPlt=0.893 Base Mounting Plate PltThk Use: 3/4"thick x 11"x 11"plates with four(4)7/8"diameter holes on 8"square bolt pattern. 5-14-18 ROBERT-JAMES&ASSOCIATES,Inc. Sht 4 of 5 Design Loads at EL.5.5': (Top of the new section/base of existing sign.) Shear: (Ibs.) ShrEL55 := (6.13.8.03.WL) ShrEL55 =915.565 Moment: (ftlbs.) MtEL55 := ShrEL55•r(6.131 + (0.05.6.13)] MtEL55=3086.826 L 2 Check of Existing Pole Structures at EL.5.5': (Inside of the existing sign.) Section Modulus of Tube: (in.3) HSS 2"x 2"x 3/16"wall - TubeSM:= 0.747 MtEL55 Moment per Pole: (&lbs.) MtPoleEL55 := MtPoleEL55= 1543.413 2 MtPoleEL55.12 Bending Stress: (psi.) fb= fb=24793.782 TubeSM Area of Tube: (in.2) HSS 2"x 2"x 3/16"wall - TubeArea:= 1.51 ShrEL55 Shear per Pole: (lbs.) ShrPoleEL55 := ShrPoleEL55=457.782 2 ShrPoleEL55 Shear Stress: (psi.) f := ff,=303.167 TubeArea Unity Check: UCExstSgnPoles :.. fb + fv UCExstSgnPoles=0.833 < 1.00 OK Existing Sign Poles 30360 18400 Design of Sign Mounting Bolts at EL.5.5': Mounting Bolt Diameter: (in.) MntBltDia:= 0.50 7r•MntBltDia2 Stress Area: (in.2) MntBltArea:= MntBltArea=0.196 (Based on nominal diameter per RISC 4-3) 4 Allowable Tension: (lbs.) AllwTen:= 20000•MntBltArea AllwTen=3927 Allowable Shear: (lbs.) AllwShr:= 10000•MntBltArea AllwShr= 1963 Number of Mounting Bolts in Tension per Pole: NoTen:= 2 Front to Back Distance Between Mounting Bolts: (in.) LvrArm:= 5.5 MtPoleEL55-12 Tension Load per Mounting Bolt: (lbs.) TenMntBlt:= TenMntBlt= 1683.72 NoTen•LvrArm Number of Mounting Bolts in Shear per Pole: NoShr:= 4 ShrPoleEL55 Shear Load per Mounting Bolt: (lbs.) ShrMntBlt:= ShrMntBlt= 114.45 NoShr Unity Check: UCMntBlt:= TenMntBlt + ShrMntBlt UCMntBlt=0.487 < 1.00 OK Mounting Bolts AllwTen AllwShr Use: 1/2"diameter ASTM A-307 bolts,nuts and washers. 5-14-18 ROBERT-JAMES&ASSOCIATES,Inc. Sht 5 of 5 Check of Existing Sign Mounting Plate at EL.5.5': Plate Thickness: (in.) PltThk:= 1.25 Plate Width: (in.) PltWdth:= 9.5 Side to Side Distance Between Mounting Bolts: (in.) BltSprd:= 7.0 Transfer Distance: (in.) PLS (LvrArm2+BltSprd2) —4(2.02+ 2.02) PLS=3.037 2 n PLS 6 Minimum Thickness Required: (in.) ReqdThk:=JL rTenMReqdThk=0.489 (P1tWdthntBltNoTe•27000) Unity Check-Existing Sign Mounting Plates: ReqdThk < 1.00 OK UCExstSgnMntPlt:= UCExstSgnMntPlt=0.391 PltThk Design of New Base Pole Top Plates at EL.5.5': Plate Thickness: (in.) PltThk:= 1.25 Plate Width: (in.) PltWdth:= 9.5 Transfer Distance: (in.) PLS:_ (LvrArm2+ BltSprd2) —J(3.02+ 3.02) PLS=2.33 2 PL Minimum Thickness Required: (in.) ReqdThk:_�I ReqdThk=0.428 TenMntBlt• L (P1tWdth•27000)NoTen• S 6 Unity Check: UCPoleTopPlt:= ReqdThk UCPoleTopPlt=0.343 < 1.00 OK Pole Top Plates PltThk Use: 1/2"thick x 9-1/2"x 8-1/4"plates with four(4)5/8"diameter holes on a 7"x 5-1/2"bolt pattern. >miu z z 1 awa -� _ o V7 ix A v r 0 o o f` o X LW.+ p A CC o ^M is W N Ara_..3.1 A �f2' W Q; ® Z .-• ax la "1 I"— to H C U t° •E J 0 z .-- x CI L,L w Lt') 0 p o m O N in 0 O� La ~ 0p v N c an Z O v) VI W > �/ CO W t/) COMZ w < 00 ANN aM ` Q CLA V r C x I J 1 �' Ti CD X CS m ~v 2 0 W � W o tic"' I N _ sH- � cDS 2 a. Li 4-`• • AK go go O O N V R� QIy- �l O N its - d i Q D r t R�RN Z �, J \ 1 . . N in O . mg . Q "4‘1.1' ..1Z8' O lF s ` � c o °p cV O0 w w IN W its tet; a e li is 11 3 0 ^ Z la 8 A� J ^ N r O ie 1 i a F r �Ey p� A x (�, � AN W a f_ I � o M � A ooN RX I LnW Li. x O q iii ,aJ _ W CL M Q 60 W 0 co CC�i �� te =a W M 10` ox Z y MI R R a ~3 Q LYmQ I-- ...c W V) � Q� 4111c m fi j Z N n 3 A • CL W v N OL Q AL O Ci}..\......1 O a W .cl Mad O z . c,= A A A 0 �'•<LA f� C7 V g 1 Z W � � H 0 Nozx= � IL N A Q M li " ; N 3 z 0 x W Z CI CC Q La H W x x p.. V1 ix W J pZ A Q x Q 0 CO A ,� z ` , ,.....!CO c zv x � x � M A p.� z Rx 4C Ax H La Z M= \/\\/\\/�� PI I\ fl" ° a OP A ° v v. a v °. • s ,^ v ° v. L. V.0.11.0.0.0.0.4.0.4 \\1\!......!.. Z W 0 a v y g ° e� W a v °°. v ° V _W a) C9 L. • . . . . . . . . ' U a a) a°. ° ° AN O_ N ° 1 Q x as a a °$ > W ° W . J c .-0 040 . r `°a v ^ 011 V 41*01,11, V CO m SP CL ° v a o -1111_ JI v a , U G' VL9a9at�v a °° E o C /\/\ \\ m i\/i.`.//\ P" V N m a- = O O C9 A 0 H of G' Z Z A Z A C p G L j ,-C7 o G Lo Z Q C W 40 � � o cs t. 0 Z •I o �i N c m 1 Z n < W 0 MI V 0 FilW q y G m 1 For Office Use// / ` I EAGAN1 E Permit#: / __ (/1' 0 O .- l� ,`... �'�� , �� Permit Fee: /p!. o V YID flmq-s �'r Staff: P-41.--- 3830 PILOT KNOB ROAD I EAGAN, MN 55122-1810 �� Payment Recvd: Yes No (651)675-5675 I TDD: (651)454-8535 I FAX: (651)675-5694 'E Email: buildinainsaectionsecitvofeagan.com Plans:_Electronic Paper Plan Submittal:eDlansCa�cityofeagan.com APR 1 6 2020 L -I BY: 2020 COMMERCIAL MECHANI IT APPLICATION ❑ Please submit two(2)sets of paper plans with all commercial applications as well as an electronic set of the submittal, submitted via email, CD or flash drive �1 Date: y f 15136 Site Address: 1815 Di k M Fagan j1/1)i N .55I as Tenant: g P 68 ,4164—i''C)In Suite#: Owner Name: I taZen /`OAIA Phone: g5a-567-33'46 Address/City/Zip: BOO a0 Benne Plate Eden P/aihe,JI N 553q7 Name: The SndIinq Company License#: Contractor Address: 1400 ConCor&k P e City: Si. Pain State: /IN Zip: 55 log Phone: 651-64- 738( Contact: /yi[Die AMCbemOA Email: I AC0 Q$reltiAVO ro‘pony.CDN► 1 New X Replacement Additional Alteration Demolition Type of Work Description of work: £e-7---0 el✓ f 7 vt--/- Ft/t''h" ‹ NOTE:Roof mounted and ground mounted mechanical equipment is required to be screened by City Code. Please contact the Mechanical Inspector for information on permitted screening methods. COMMERCIAL New Construction Interior Improvement Permit Type Install Piping Processed Gas X Exterior HVAC Unit Under/Above ground Tank ( Install/ Remove) COMMERCIAL FEES Contract Value$ 8,000 x.015 $60.00 Permit Fee Minimum $75.00 Underground tank removal, includes State Surcharge =$ I A0 Permit Fee Surcharge=Contract Value x$0.0005 =$ y Surcharge If the project valuation is over$1 million, please call for Surcharge =$ 4 I3 4 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.citvofeaaan.com/subscribe. 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 pla• x Ph; I. KeInk;e x �/` Applicant's Printed Name 'pp icant's Si.1:ture FOR OFFICE USE Required Inspections: Reviewed By: Date: 11/7-Gt/k-b Underground Rough In Air Test Gas Service Test In-floor Heat ("Final HVAC Screening