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1675 Oakbrooke CtPERMIT City of Eagan Permit Type:Building Permit Number:EA128460 Date Issued:11/13/2014 Permit Category:ePermit Site Address: 1675 Oakbrooke Ct Lot:23 Block: 1 Addition: Oakbrooke 5th PID:10-53764-01-230 Use: Description: Sub Type:Siding Work Type:Replace Description: Census Code:434 - Zoning: Square Feet:0 Occupancy: Construction Type: Comments:Please leave printed pictures of house wrap on site for the final inspection. When installing ventilated soffit material, remove existing material (i.e. debris that could block vents) and take steps to ensure maximum ventilation to attic. Call for final inspection after installation. Valuation: 4,000.00 Fee Summary:BL - Base Fee $4K $103.25 0801.4085 Surcharge - Based on Valuation $4K $2.00 9001.2195 $105.25 Total: I hereby acknowledge that I have read this application and state that the information is correct and agree to comply with all applicable State of Minnesota Statutes and City of Eagan Ordinances. Contractor:Owner:- Applicant - Dawn M Hagert 1675 Oakbrooke Ct Eagan MN 55122 Property Claim Solutions Llc 2005 Pin Oak Dr Eagan MN 55122 (651) 994-2028 Applicant/Permitee: Signature Issued By: Signature L..6 f a3 61 1 '?r-w --k "i li?_ I RESIDENTIAL ? y?? b' r-1J.rrj?7. 9d, /? ??? SOOS BUILDING PIER?MIT?G P?PLICATION?Yy?b pP 90,50 rJ 3830 PILOT KNOB RD • 55122 PY ? ???7 651-681-4675 #'?`(b? m tp 50 ConaWCGon ReouiremeMS RemodeVReoair Renuirements -??7- • 3 regislered site surveys slwwing sq. ft. of loi, sq. ft. of house; and all roo(ed areas • 2 copies of plan y? !.3 1, q?L (20% mazimum lol caverage allowed) • 1 sel of Energy CslctEations for heated additians . 2 copies of plan showing beam & windax saes; poured found design, etc.) 1i p1 / . 1 sUe survey for exterior adddians 8 decks . t set of Energy Calculations R?f: 1( Jc?i /o • IMicate'rf lame served by sep[ic system for addiUOns • 3 CopieS Of Tree Preservalion Plan'rf lot platted after 711193 ? r/`?? 1 hh? . Rim Joist Detail Options selection sheel (bldgs with 3 or less unib) - ? r? , DATE la l.(flo ( VALUATION JOB SITE If MULTI-fAMILY BUILD{NG, HOW MANY UNITS? r PROPERTYOWNER ? lkc TYPE OF WORK (m,,o.I*??to--- S?lt 7vM-?. ?I `DncIC-- FIREPLACE(S) _ 0'!!? 1_ 2 APPLICANT T?Wt KaL-=t5 PHONE# ?? SI Y-SZ SZa'- ADDRESSiiS' I?or?-+R??" ? r -? ?142 ZIPCODE SLZI PAGER # CELL PHONE #WZ ft sb y 1 FAX #/? S/ 999 -c, & Z 7 NEW RESIDENTIAL BUILDING ONLY - PILL OUT COMPLETELY Energy Code Category MINNESOTA RULES 7670 CATEGORY 1 (check one) - Residential VenGlation Gategory 1 Warkshset Submitted - Energy Envelope Calculations Submltted / MINNESOTA RULES 7672 - New Energy Code W orksheet Submitted Piumbing Contractor: ¦ ?? ? ?v?Ar•-? Phone #: 757Z q?/ Plumbing System Includes: _ Water S ftener _ Lawn Sprinkler Fee: $90.00 1 Water Heater 1 No. of R.I. Baths 2 No. of Baths & A °k-Phone # 95?Z 5' 1 ppO 5 ? C ? A? Mechanicai Conhactor: sQ - . o" Mechanical System Includes: _1' Air Con 'tioning Fee: $70.00 _ Heat Recovery System Sewer/VYater Conhactor. fAjt?0 11t.v.A,?_ ( - fhone All above information must be submitted prior to processing of application. i hereby acknowledge that I have read this application, state that with all applicable State of Minnesota Statutes and City of Eagan Signature ot Applicant ? Certificates of Survey Received Tree Preservation Plan Received _ ?0- orrect, anc r e & Not Required ? Updated 1701 OFFICE USE ONLY ? 01 Foundation ? 07 OS-plex O 13 16-plex ? 20 Pool ? 30 Accessory Bldg X 02 SF Dwelling ? 08 06-plex ? 16 Fireplace ? 21 Porch (3-sea.) ? 31 EM. Alt - Multi ? 03 01 of _ plex ? 09 07-plex ? 17 Garage ? 22 Porch/Addn. (4-sea.) ? 33 Ext. Alt - SF ? 04 02-plex ? 10 08-plex ? 18 Deck ? 23 Porch (screened) ? 36 Multi ? 05 03-plex ? 11 10-plex ? 19 Lower Level O 24 Storm Damage O 06 04-plex ? 12 12-plex Pibg_Y or _ N ? 25 Miscellaneous x 31 New ? 35 Int Improvement ? 38 Demolish (Inte(or) ? 44 Siding 0 32 Addition ? 36 Move Bldg. ? 42 Demolish (Fountlation) ? 45 Fire Repair ? 33 Alteration ? 37 Demolish (Bldg)' ? 43 Reroof ? 46 WindowslDoors ? 34 Replacement 'Demolitlon (Entire Bldg only) - Give PCA handout to applicant I r?? ? a ? R_ 3 Valuation i • Occupancy MC/ES System Census Code Zoning _to City Water ? SAC Units Stories Booster Pump Nbr, of Units Sq. Ft. 177 Sr PRV A, 9L Nbr. of Bldgs ? Length SG ' y ef Fire Sprinklered Type of Const V- N Width -3 ?8 x ? ? ? Footings (new hldg) Footings (deck) Footings (addition) Foundation Drain Tile Roof X Ice & Water X Final Framing Fireplace X R.I. X Au Test X Final Insulation _ Other _ Pool Ftgs Air/Gas Tests _ Final _ Siding Srucco Stone _ Windows (new/replacement) Approved By Base Fee Surcharge Plan Review MClES SAC City SAC Water Supply & Storage S&W Permit & Surchar8e Treatment Plant Plumbing Permit Mechanical Permit License Search Copies Other Total REQUIRED INSPECTIONS ? FinallC.O. _ FinallNo C.O. _ Plumbing _ HVAC Building Inspector , M,q fN ??ar-L- I 31845Y• oo _4 72 79 2- SrMSovT LCVt/L § 2, Z0 &/'T'P-'AC-E `fY7 X #I 6 ov ? ? -7i 1 5-2- l? BURNSyILLE Healing & Air Conditioning, L.L.C. 12481 Rhode lslmtd Ave S, Savagc, MN 55378• 952-894-0005 City ?•4?? Dateoflnstall /- /S'Ot Type of HT. HA ? HW Space HT Unit HT Other Malae ?V kl ^ o Orstat Test Report for Job# 3,02-2- Model 6 zbq? ? ? Serial S?014- 235Y?? Input "7 Soc?u ?37'?k( Pilot Type HOT SURFACE IGN/TOR Pressure 3• t Input CFH -7 ' StackTemp 611 C02 02 ? Z CO v DateTested 3" / Z "o z- Company BURNSVILLE HEATING & AIR CONDITIONING Technician ( ?e , Address 1675 Oakbrooke (-'t Zip 5512? Lot 23 Blk I $ub Oakbrooke Sth Addition THESE ITEMS WERE / WERE NOT COMPLETE AT THE TIME OF THE FINAL INSPECTION. Date: Yes No Inspector: "Z Final grade (6" from siding) Permanent steps (garage) Permanent steps (main entry) Permanent driveway Permanent gas Sod/Seeded grass TtaiUcurb damage Porch Basement finish Deck Please verify wit6 the builder lhe removal of roof test pps from the plumbing system and the shutoff of water supply to the outside lawn faucet before freeze potential exists. Contact engineering division at 6814645 befoce working in rightof-way o[ installing underground sprinkler system. ? White - City Copy Yellow - Resident Copy Pink • ConVactor Copy / DTNr'11, i? "?VF7.,7:ANCE REFORT Mi.11?„ ,0:1 I,ri?rqy Code M[Q,'h, I? ^.•,fLwarA Versi.on 3.0 Permit Checked by Uat.e CC)nli ? . u,Ic?,?Ca STT,'i'i ? ti; r I ni7 'I'Y f' R : Si.ny]_F I'am.i l y llA.i.I , , :?000 nArr: '1 , i,nrrs: e/3/00 TFi'I.I Pr'VcTAL 44ALKOUI' ELEVAT'ION {f2 Cnt.ni.1 nr iI?r;: Pn?=.9F8 Requ ; -,,,3 nn - 386 Yotn - 285 26 . ':,T?r Than Code nr.ea or. Cavity Cont. Glazing/Door PeximeCer R-Value R-Value U-Va1Lie CR1' - -- ---- - 1342 ---- - ------- - --- 44.0 0.0 ------------- V7A1 Frame, 1.6" O.C. 1986 19.0 2.0 1 1-77\ i.T.' t1.Fr.'ame, 16" O.C. ].69 10.0 2.0 Rctri . ,„u• . 9. 0' ht/8 . 3' hq/9. D' i iisul 112 11.0 0. 0 Bc,l.,?. ..",'. -3.?, ' ht/3.]bg/3.'?' ins u]_ 20 1.0.0 0.0 GI.J? ', Cti nv9ows: r)r, (;rar9e 294 0.350 1 Ur)' i I A 0.350 HVF\, I!IPMGNI': F'urnace, 92.0 AFUE COMIii - - - - --- - - ,?iu'F STATEMENT: The proposed building - ----- - --------- design described ------------- here is cons-ir t.-nr_ with the building plans, specific ations, and other calculations suhmi! f-d wi.th the permit application. The proposed building has been de^;-n- -1 to meet the requii?ements of the Min nesota Energy Code. Bui I •1:., ; [»si.gner Dateo4c,104 411?dtv oF aaqcln Name:? Date: 161tS Site Address: ?'1 5-? Telephone #: ?s I ? S Z s iOJ Rim Joist Detail Optfons As outlined in the new Energy Code, buildings constructed with three units or less require that rim joists be put up according to detail options shown below. Please circle/highlight the option you wiil be using. # 8 Other LOT SURVEY CHECKLIST FOR RESIDENTIAL BUILDING PERMIT APPLICATION PROPERTYLEGAL: LOf e?3 rS'/doK / /J'?FkbfookG .Y-I"Gi DATEOFSURVEY; ib-/6-01 ? LATEST REVISION: rn c m v DOCUMENTSTANDARDS Y a O Z ? Q / ? V0 ? • Registered Land Surveyor signature and company ? • BuildingPertnitApplicant V? ? • legal descriptlon q/ ? V ? ? ? • Address N h [4/ ? ? . ort anow and sCale H • ouse lype (rembier, walkout, splR wlo, splR entry, lookout, etc.) 43/ ? ? • Directional drainage arrows with sbpe/gradient °k d? g/ ? ? ? . Proposed/existing sewer and water services & invert elevation S • treetname [a? ? ? . Driveway ? ? ? • Lot Square Footage d ? / 0 • Lot Coverege [9' ? ? • Benchmark ELEVATIONS Existinq ? ? ? ? ? 9/ ? ? ? [? ? ? l9/ ? ? 19/ ? Proposed) • Property comers • Top of curb at the driveway and property line extensions • • Sewer Waterways service (or (pond stre • Elevations of any existing adjacent homes • Adequate footing depth of sVuctures due to adjacent utiliry trenches , am, etc.) Prooosed B" ? 0 • Garege floor ¢/ ? ? . First floor V ? ? • Lowest exposed elevation (walkouUwindow) 2/ ? ? . Prapertycomers Ce' ?? . Front and rear of home at the foundation PONDING AREA ('rf aoolicable) ? U/ 0 • Easement line ? V ? . NWL ? V ? • HWL ? r?Y ? • Pond # designation ? ? . Emergency Overflow Elevation DIMENSIONS d? ? • Lot lines/Bearings 8 dimensions G}/ ?? • RghtoFway and street width (to back of curb) d? ? • Proposed home dimensions including any proposed decks, overhangs greater than 2', porches, etc. (i.e. all structu2s requiring pertnanent footings) Cr? ?? • Show all easements of record and any City utilRies within those easements [7/p ? • Setbacks of proposed sWcture and sideyard setback of adjacent existing sWCtures [3/? ? • Retainingwallrequirements,'rfany Reviewed: io - '!- p j Name / `?° / Date , Surveyor's Certificate SURVEY FOR :PULTE HOMES DESCRIBED AS :Loc 23, eiock 1, OAKBROOKE STH ADDIION, City of Eagan, Minnesota and reserving easements of record. OCT 3 0 REC'D ?oR, oVo ???UMED / ? / 1 933,9 W ? o- N ? 4 717 „_? N K? ° p N ° n°? . 7 q` Q m M ? I S7goj57g„3':`_ 65. SlL-r r4g/UCE LOT HSE L 0 T # 17933 PROPOSED ELEVATIONS Top of Foundotian = 9a7.0 Garage Floor =q35.4 Basement Floor -q2go Aprox. Sewer Service =9250s Proposed Elev, Existing Elev. ? Drainoge Directions = Denotes Offset Stake = . SCALE: 1 fnch - 30 feet BENCHMARK, CPkf e7eo: 935.e 928.0 MIN. SETBACK REQUIREMENTS Front - House Side - Rear - Gnrage Side- J08 N0: HEDLUND I HEREBY CERTiFY 7HAT THIS IS A TRUE AND CORRECT REPRESENTATION 01R-495 OF THE 80UNDARIES OF THE A804E DESCRIBED PROPERTY AS SURVEYED BY ME OR l1NDER MY DIRECi SUPERVISION qND DOES NOT PURPORT TO BOOK: PAGE: PLqNNlNG ITNGlN6ERlNG SURV6YlNC SMOW IAlPROVEMENTS OR ENCROACHMENTS, EXCEPi q SHOWN. 2005 Pin Ook Drlve Eagan, MN 55122 DATE jA/ 6"j- ? CAD FILE: Phone: (651) 405-6600 'R . LIND REN, LAN URVEYOR Fax: (651) 405-6606 MINN TA UCENSE N13M R 1i376 OakbrOOke 5 so SQ. F0 0 TA GE = 3,053 SQ. F00 TA GE = 1, 806 CD 1/ERA GE = 59q ? CONSULTING ENGINEERS ON February 21, 2002 ULTEIG ENGINEERS, iNC. J. H. Dahlmeier ErJgineering, rnc. 2434 COMMERCE BOULEVARD MOUNO, MN 55364 Twin Cities Concrete Systems, Inc. 11792 Akron Avenue East Inver Grove Heights, MN 55077 Attn: Bob Speed PillLM/T--JX F'/S Re: Residence Under Construction 1675 Oakbrooke Court Eagan, MN Project No. 02-6560 Dear Mr. Speed: PHONE 952-4724746 FN( 952372-4767 The purpose of this letter is to report the findings of a structural engineering review of the distressed foundation system for this residence under construction. ASSIGNMENT Ulteig Engineers, Inc./ J. H. Dahlmeier Engineering, Inc. has been retained to provide a structural engineering review of the concrete foundation wall system with respect to freezing for the residence under construction at 1675 Oakbrooke Court in Eagan, MN, as directed by Bob Speed of Twin Cities Concrete Systems, Inc. BACKGROUND The structure is a single-family residence. The construction consists of cast-in-place concrete foundation walls with wood framed superstructure. The foundation walls were poured on December 6, 2001, during a minor cold streak. By mistake, a"summer° concrete mix was used for the pour. During removal of the concrete forms, the face concrete "pulled away" at several areas. The Building Inspections Department wishes to have an independent structural engineering review of this condition with respect to structural soundness. ,.? ?.. EQUAL OPPORTUNITY EMPLOYER Twin Cities Concrete Syatems " February 21, 2002 OBSERVATIONS AND COMMENTS 1. The following information was provided by Bob Speed of Twin Cities Concrete Systems, Inc: a. The foundation system is a standard nine-foot high concrete wall installed in accordance with J. H. Dahlmeier Engineering Inc.'s standard C.I.P. foundation wall drawings. The Dahlmeier design packet requires a minimum of 3000 psi concrete. b. The air temperature on the day of the pour was approximately 25 degrees. c. The delivered concrete was a 3500 psi mix. d. A rebound hammer test was pertormed by Cemstone Concrete Solutions. Copies of the test results were supplied to Ulteig engineers, Inc./ J. H. Dahlmeier Engineering, Inc. The tests indicated that the average compressive strength of the concrete after 46 days was about 3300 psi. e. The "pull off°damage was minor surtace defects and has since been repaired. 2. The most probable cause of the "pull off° was the surFace temperature being lower than that of the wall's core. As the damage was minor, non-structural, and has since been repaired, the foundation wall will be adequate once it has cured to the strength indicated in the structural design. 3. The rebound hammer test results indicate that the concrete has since cured to a level above the required design strength of 3000 psi. If the concrete had froze prior to reaching a compressive strength of 500 psi, curing would not have proceeded. Since the strength has since reached 3300 psi, freezing did not occur and the concrete strength has not been diminished. 4. No structural corrective measures are required. PROFESSIONAL OPINION 5. It is my professional engineering opinion that: a. The foundation system at the area in question is structurally adequate and meets the requirements of the Code. b. The distress was caused by the use of the summer mix during cold temperatures. c. The concrete has since cured to a level of strength sufficient for the design. d. No structural corrective measures are required. GENERAL 6. A site visit was not conducted for this project. The observations and opinions stated in this report are based on information provided by Bob Speed of Twin Cities Concrete Systems. 7. No other engineering was requested or pertormed for this project. 2 'I?vin Cities Concrete Systems ? February 21, 2002 8. The observations and opinions expressed in this report are based on my professional engineering judgment and professional practice. If you have any questions, please contact me. Sincerely, ULTEIG ENGINEERS, INC. J. H. DAHLMEINEER/NG, INC. 460? J ah!meier, P.E. JHD: clo I hereby certify that this plan, specification or report was prepared by me or under my direct supervision and that I am a duly Licensed Professional Engineer under the laws of the State of Minnesota. H. Dahlmeier Date: ?/ 2 //,? Z Minnesota Registration No. 9212 3 ?y e ??`,vb a- a?y 40? City of Eagan 3830 Pilot Knob Rd. Eagan,Mn. 55122-1897 Feb. 13, 2002 Attn: Jeff Wheeler Suilding Inpector Dear Jeff, This 1_etter i.s a follow up on th? letker sent on ,7an. 31, 2002. It is in regard to the poured wall at 1675 Oakbrooke Ct.,Eagan.. I talked to George Se11, the Pulte Superintendent, and he said there was still some concer? on the wall strength from the rebound hammer test that was taken Jan. 21, 2002• The concrete design was 3500# p.s.i. at 28 days with temperatures at 72 degrees. The concrete will reach or exceed the 35004k p.s.i., but with temperatures in the 20's and 30's and some 40's, it will take a longer period of time to reach the 350011 p.s.i. that the concrete was designed for. My suggestion is we take another rebound hammer test on March 15th to see where the concrete tests at that time. I am very confident that it will test at full strength at that time. If you have any questions, please call me at 612-369-6652. Since e1y, ?r d•L2 i Z^t? Bob Spee - President ? I ;- i_! i ! f ? FEB 14 200? j ? 11792 Akron Ave. E. • Inver Grove Heights, MN 55077 • 451 City of Eagan OJ; 3830 Pilot Knob Rd. 4 Eagan,Mn. 55122-1897 Jan. 31, 2002 Attn: Seff Wheeler Building Inspector Dear Jeff, This letter is in reguard to a concrete poured wall at 1675 Oakbrooke Ct.,Eagan. The pulling of the face of the wall inside and outside was do to the ordering of a summer mix instead of a winter mix. The difference was in the winter mix No.P3862 with more cement, and the summer mix No.P3868 with more fly ash. The winter mix will give a quicker set time. The wall was poured on Dec. 6. 2001 approximately at 3:15 p.m. and finished around 4:30 p.m. Thefollowing day around 8:30 of 9:00 a.m. the forms were removed and that is when it was discovered that the summer mix hadvbeen used. There was no structual damage to the wall other than we need to reface the spots where the face of the wall pulled. The rebound hammer test indicates that the wall has reached its full strength of 3000 # P.S.I. and no freezing took place of the concrete. 35oU Enclosed is a copy of the order that was taken, one of the plant tickets, one of the truck tickets that was sent with the driver, and a copy of the rebound hammer test that was taken Jan. 21, 2002. With the enclosed information this tells us the process that took place, the type of matPrials used, and the condition of the finished project. I was pleased to know you are concerned that the finished product is right. If there is anything we can do to help, please let me know. C?- 11792 si r y, President Akron Ave. E. • Inver Grove Heights, MN 55077 • 451-5972 PYtN iicketi -D Trk# Drv Name i Use pate ? _ - _--- ___- ------ - -..-e-mzavamszaaaeaaasaesaaa:ezasaamsavves ? 39 1168375 0513 KEN HEYER CEMSTONE PUMP/NA 06-Der01 I 1169375 li CONCRETE 5Y5TEMS INC, T C 3137 I 1575 OA1(BR" CT-EpQAN 3137000 JiM I r+OK FOR ORDER5 FROM TOBD JACNELS***xR5H WHICH PDRTLFND?!!!*+w** Load Oty. Cum. flty. Order UEy. Prad. Cade Prad. Des. 3500 3/4d3/8 A5li WsMPABLE 10.00 yd 10.00 42.50 P3868 10 RIR ENTRRINMENT Batch Ttoee 02:46:02p ???¢'a?-ea?saaeaacaamu?aes?s.saaas:aaaa?aaazsa?szs¢rsea?ase?sas?aesssnaamam???=?aa==e???? MN/DOT M7LS Des/Wt Maist Tar/Wt Rct/Wt F/Wat %/Tal 119109FR EMId/S 1660.00 lb 3.50 17080 lb 17060 lb 478.0 -0.1 17008050 SG/67 845.80 lb 3.50 8620 lb 8640 lb 178.3 0.2 18200180 N/8 370.00 lb 4.20 3880 lb 3740 lb 104.1 -1.6 11910650 K/67 282.00 16 3.00 2960 lb 2820 lb 30.1 -1.4 LHF/DE FA2 358.00 lb 3580 lb 3538 lb 0.9 ISOICCF ICF 175.00 lb 1750 lb 1750 lb 0.0 WpCC WRCC 136.00 lb 160 lb 160 lb 160.0 0.0 WpCH NpCH 0.00 lb 160 lb 160 lb I60.0 0.0 RRIFIED CL Ix.HRIFIED136.08 lb 1360 lb 1352 lb 1352.0 -0.6 . Mg Q MB pE90 3.500 fl.aa 17 fl.az IB 11.02 1.0 5.9 Y/N 3C CRCL2 0.0n fl.o: 0 fl.oz 0 fl.oz 0.0 0.8 MB 1C NC534 0.000 fl.oz 0 fl.oz 0 fl.oz 0.0 0.0 sssescsaaaamnsana?ssnasoesaasca??zmsaaaaaassnassaavmeawsaaamsmxmtessasaaaxxsa?seemwssam??mees Tatal FrQa Waters 2502 lb Trmper Natprs 5 G Te?perature Q Plant 7063.2 Water/Cement Ratioo 0.474 14ar ADD Water: 28 G Mix Moisture Reft Ssd Desipn M/C Rakio 8.518 Naler Trin: -3 Q 8yste¦ Moisture Rafs Ory Fiold Te,stfi Locationt_ CyYindar Ma pir Tests Slumps Cancrets Tamp: Air Teup: Plant Raprefentative I? ... ? ?? ?...... .?.?....?..-«..-.r...r,...m_,.....,.._? ____-_._ (763) 784-3512 • St. Bonifacious • Blaine • Isle, LO, 51) 688-9520 aple Grove • Elk River tro iN Leke 800•955-8105 >TA HEIGHTS, MN 55120 Jordan • A i111 MN ia DispatCh -(651) 688-9520 q?ir W 6 Gravel - (651) 689-9526 ? e Plaain9 - (851) 686•4274 lor SuPp y(651) 905'1500 1-800-CEMSTOfJE Red Wi iTAR7 DISCMAH FINISH OISCHARGE LFJ1VE JOI , ?2,• ?D ?:5? .3•'L-o ?:.i : 3? 3` ?t? ? CHEMI AL DANGER: ADMIXTI/PES SEE OTHER SIDE FOR MATE RlAL SAFETY DATA SHEET. ADDEDIGU10N5)OH INCREASED SLUwrP • TheeoleanEazolusiv¢GaOiY o1GmaMriePratluclaCo. (Cemalone) lar o^Y EefeclinUaaaepNEgo0tl65hal1 ny 71w oDl'qaton m rapeir of replece Na Ce Imiletl to repelnng of idnA the Ooods af Cam4one ahall ekct Yau slwulC irot add water A: IN61CHE5 (e,d, ona) . gooES sMll kimnah txo nonlho eRer tlie 0ekeery . Fm unboElny tIMe ol 7 minucn Me y.rd to b. • the meximum watercemenl retio hes been reazhed, compuhelromudrtlanjaO.P?murnpmat37.81permliwls mull6epaldEYthe Pw<nue' lhemllec b not bme mr ?maqe of anY neWro D? kind incumE • I ACNNOWLEDGE THAT CEMSTONE PHOOUCTS L0 .thBmeMimumsl . hy my requnl la move i4 trucN pasl wi0 Xne or ripht of way Mnda. I ehaM oaY wFecker ten bi lowm9 ana rosts , m N18f1 cublt ard hes bBBn dischar Bd ?rom Ih6 muec Y B ? in reooiMp my 7emapes M me CemsMm Wck m! to oMer prpperh/. • Unkss oLlumice eqnM m. In wiiHng, 6y Cemsrone, the reaM-mi:eA comrete re rewmeC 6y Na Ae1ve? p eaficelbn ler Neatly-NixoE Conttsb) aM t bfa?ca Ik4e1 is in accordance wMh A5T4 C94 (SWnEerO S • WATER ADDED AT CUSTOMER RBQUEST (GAl NS) ? naeo numbwj p restinp musi ee Ey me Mantlartl bat maMOds aperifieG NerNn. Non-ctandera teat mat?oM pnnol D ueeE for re;ecYOn d Ns concrole n eaorEC? r.V? A3TM C94, Cemtbna shail be wpPNed wft tlre m IIs of anry FI1LL LG 113 LD? 1/3 LD auapb?rca tes1. • iT0 WMroN ltrengM aMwn i61h! pObMW 4ronplh when me95urod by pteMaM bq matho?e in0 Cou ?aN X egnMCanHy Iram Ae w.plece rienqm whKn a drpmdent on placemam, consoMOalbn, cunnq, en0 pmlacEOn af HERE tlw wMrele aller tlalrvary, ONTRRCTOR SUPPLY SfiLE - DEC. 13TH. FROMTIIE - 6:0OPM. 50% OFF CLEARRNCE UNCH SERVEp 11:00 - 2:00RM .FMSTCINE CCINTRAC7CiR RIIDPI_V Li FAGRN - 2955 EGGANDRLE BLVD. 651-905-1500 PIAM TICKETNO. TiIUCK DNlVEH ONOEflNO. USE DA7E 39 1168375 513 KEN HEYEH 98 CP/WALL 06-Dec-01 = CUSTOMER N0. TIME DUE IAAG TIME AIH CC SLUMP REOUESTEI WI?eRETE SYSTEMS INC, T C 3137 15:15 1444 6 0.00 4.00 DE Y ADDRE33 ? PNQIECT NO. P.O, NO. MAP PA6E 145-2 •?we?evt?a• 1 55 OAKBROOK CT-ER6RN 3137009 TIM oeuversrronrven iNSrnucnor?s +r*OK FflR ORDERS FROM TODD JACKELS****A5K WHICH PORTLRND!!!!* .?..L...E,a? LOAD OTY. CUM. OTY. ORU'D OTY. PROD. CODE PHODUCT DESCHIPTION UNR PRICE AMOUNf 10.00 10.00 42.50 3131868 FD RUMP 3500 3/4 F y 60,00 60.00 6.00 10 AIR ENTRRINMENT y 2730.00 80 WAT R win 60. 00 10 AER COD O RDERS: COLLECT CHECK CASH OR CREOIT CA RD FOHY OF P AYMENT ANOUNf NECEI YED CNE CK NIIYBER CREDR CAR D APPROYAL N AECEIVEU BY CEM?TONE THAIVK YOU FOR YOUR BUSlNESS wwn.cematme.c«n pqIN7EU ON HECYCLED PAPER OFFICE COPV ? Cate; 18-1an-02 Ceestone Praducts, Inc. Tiie; I0:26 Order Snapshot Report 5election: For THURSOFY, 06-DEC-01, Order no. 38 only Gage 1 CD/32 rj'rder Qrd Custoser Fraject Customer Uelivery Cust. f'/C p Sales Eil Cate N Code Nuober Naie Rddress Job number Type P1 -_:__________----------------------------------------- :6-Dec-al 98 "sl'sl 3137020 COFICF.ETE 5Y5TEM5 lA1C, T C 1575 OaN?RDOY, CT-EAGAN .IIM GCN CON 1 Z001 f'RICING Instructions G1 Rate **GY, FDR ORDEkS FROM TODD JRCHELS}f+fpSK NHICN FORTLANO!!!!tc33# M 1Q minukes apart Product DescriPtion Typ UOM Quan Ord Quan Oel P3860 GIIMP 3500 314 FA 1 YD 42.50 42.50 10 (IIR ENTRAIkMENT 6 YO 6.00 255.00 Trv Start Siae Max W/C 211 15:15 10.00 42.50 Zone 5luop Usage Wgt Hea MLd Uld 143-IC 4.00 92 CP/4lRLL N Y Y N Titket Trk Size 14..... !.... 15..{.. !....16..... !....17..... !.... 18..... !.... 19..... !.... 20..... !.... 21..... !.... 22..... !....23 f"1158's75 Sls' I0.04 f - OOOOODOWW-) 01168384 567 10.00 L ----OF'F'F'F'W--1 1411168412 576 19.39 L ---OOPF'PN----) G1168407 111 10.00 ( L ----OOOOOF'WW--1 011E9415 278 2.50 t L ---GGWWW-) Titket Trk P1 Size Typed Load To .loh Qn 106 Pegin Finish io Plt fit Rlt iioe QtylHr 71168375 513 39 10.20 14:39( 13) 14:52( 0) 14:52( 17) 15:09( 35) 15:44( 0) 15:44f 81 15:52( 8) 16:90 81 7.41 011E938'i 5E7 33 10,00( 7) 14:46f 11 14:47( 12) 14:591 SBl 15:17f 31 15:20f 241 15:44f 31 15:47t 161 16:03 77 7.79 211G802 576 39 10.00( 14) 15:00I 41 15:04( 6) 15:19( 18) 15:28( 7) 15:35( 1B) 15:53f 41 15:57f 221 1E:13 73 7.53 01168407 111 33 1N.00t 31 15:03( 12) 15:151 141 15:23f 271 15:561 261 16:2M 4] 1626f 101 16t36( 18) 16:.`,4 111 5.41 011E6415 278 33 2.52( l2) 15:15t 141 15:29( 9) 15:38( 13) 15:57( 0) 15:571 10) - 16:071 ------ 151 -- 16:22{ ------ 3) 16:25 70 E.14 --------------- --- Order Averages; i --- 9) --- ---- f -- --- ----- 81 1 81 -- - ---- - --- - ----- { --- - - 13) ---- i ---- 14) -------- I -- 11) t Bl I 13) i 831 ( 6.14) -------- Jan-22-02 16:26 p.02 I Ati"I'M C805-85: HI?11OUND NUh4lSl;K nl'NARUI:NIll CONCI2P;1'I{ Cu,iomcr: _Cunc,rCc . 5y5-=O( Phnne #: . Datc: _ 1/4 / Oa 'IC.6119. Loe;ition:_I67? iUAKg%Dokt CT. Salcspcr.on:.., CRiiYG LFF_ tiirueturc Idontilic:uion: Luculinil uf. lcs1 urita in slructUYC: a /occ.{??ons i,• )_16.SA r?tn Cvlin.ot?r..Ao,?.. . ??,?6y ., a.?.__ . _ .. . .. .. Uo,criprion ul ir.;( urau Fini>h: ' Wond Iluutul ? 5iccl'I'rnwclcd xl hbrmcJ. Type if Knuwn Conilition: x I)ry ' Wet I C'arbunatrd Other/axplain: _. ._ Yrcpar.nion: I . (lruund $mC?o[h tvilh AhNusivc S1011c omposiiiom of R1ia: p 3K 616 Unkntnvn I Mix Design Anached DcsiF*n tilrcn_ih: .? SUO _ p.: i. ;n dnyr. n=c uf Crinti'cti: _9 6 days. Curin? ('unditions and any imusu:Al Cundiiions rclsird to [hc lcst arca: NonR Dircriii,n i,1' Impnri: Iliirironl:il llownward i UpNard - -- Rchounil Ntunhurs fur F.:ich Tcxt Arca: (Circl?. values discardeil ti'om uvtragC). fc.t Arr:i I fi.st nrea 2 Trsl Acca 3 1,_ 3.6._ 3. . 33 1. ? ? 3 ? -- ? 31 - ' ?. 33 7. _ . 7. 3, - 3 5 5. 3 8 4. _ 4. 3 1 9- _ . .? i 4. . ?9 ,. _ 3 i ici. 3Q - - s. -.3.? io. 3e2 . s, . 10. R .ll, )0 _ _. .- `j 3 . .? R.mgc - it:mgc = - - Avcr.u:c - '- avcral.e = 3a.!-l . ?. n???uge = - - - S.U = - - _. - S.U. - - - - - S.l.). _ IpdI'l':IICd C'Olllpfl'SNI\'C S(I't:ll-'Ul: ?aoo?"; Ill(IIC:III'CI C(111'1pCC?.CIVI' SCR:11?II7: IIILIICBfI'lI C?VI1l?lfl.nSll'r .SlClfl?!lll: _. i_ ?100.21; HonuncrTypr: ScI,,.,,dScri:il numbcr: )3?07L'lestin, Nerformrd B : StF?' TS fJ . y - iP? (''kmunrnt:, ....,..• •I AputI«• %..umpainy • Yhune 612-688-9292 • FnX: 612-688-11726 CENSTOLmeiissi BU/LOlNG THE FUTURE TOCETHER 2025 Centre Pdnte Boulevard, Sulte 300 Mendofa Helghts, MlnnesoW 55120-1221 Phone 651.688.9292 Fa[ 651.688.0124 Toll Free 800.6423887 www.umstone.wm June 5, 2000 Concrete Systems, Inc. Attn: Bob Speed 11792 Akron Avenue East Inver Grove Heights, Minnesota 55077 Re: New Pumpable Footing and Wall Mixes Dear Bob, ' As the volume of residential concrete being pumped continues to increase we've seen a need for additional specialized concrete mixes to handle these pumping requirements. Cemstone Products Company has redesigned their residential footing and poured wall mixes to meet these needs. We now have available four new, 3000 psi pumpable footing mixes as well as four new 3500 psi pumpable wall mixes. • Mau.- D,.mnah/aFnntina Mixes Mix # v Descri tion When to Use P3368 3000 si w3?a" Grevel FlAsh ` Summer P3358 3000 si w3/a" Dolomite FI Ash Summer P3362 3000 si w3/a" Gravel. Winter P3352 3000 si w3/a" Dolomite Winter Alnw Diimnah/p Wa// M%xeS Mix # •. Descri tion When to Use P3868 3500 si w3/a^ Gravel FI Ash Summer P3858 3500 si w3/a" Dolomite FlAsh Summer P3862 3500 si w3/a" Gravel Winter P3852 3500 si w3/a" Dolomite Winter We hope you enjoy using these mixes (inidal response has been good). Respectfuliy, U UX? G%Lee Craig Sales Manager, Residential Cemstone Products Company ? " Q??• 4{ o, 11792 Akron Ave. E. • Inver Grove Heights, MN 55077 • 451-5972 NOTES 1. FLOOR SYSTEM AND FLOOR SLA6 TO BE IN PLACE OR wALI. BRACED 6EFORE BACKFILUNG 2. SPECIAL REVIEW REQ. FOR SEE DEfAIL5 / -- ? oN sHeEr 2 0F 8 HIGHER WALLS SLOPE GRADE ? AWAY FROM 3. MAXIMUM WALL LENGTFi FDN_ WITHOUT A CONTROL JOINT = 50'-0" 3 - #4 HORIZ. 0 4. WAI.LS WITH EQuAL BACK 24" O.C. TYP. FILI OIV BOTN SIDES REQUIRE (GRADE 40 ORAQ) NO R£INfORCING FOR WALL LENGTN$ LESS THAN 25' LONG AND HORIZONTAL REINFORCING ONLY FOR NOTE• WALLS LdNGER THAN 25' FDN_ MUST HAVE pROPER DRAENAGE MATERIALS CONCRETEi. 3.500 PSf ? 28 DAYS (WALL & FTG.) AGGREGATE: FTG - 1 1%2" MAX wALLS - 3/4" MAX REINFORCING: ASTM A615 GRADE 60 VER TICAL ONLY HORIZONTAL STEEL GRADE 40 OR 60 SOt A S F C I I ATIOP! L CL S SEE ENGINEERS SOIL REPORT AND MINNESOTA CQDE ? 1_ 7009b GRANULAR - 3_ HFAVYCLAY - EQUNALENT FLUID PRESSURE EQUIVAIENT FLUID PRESSURE 6w = 35 PCF 6w = 65 PCF 2. 6ftANULAR & LIGHTCIAY - EQUIVALENT FLUID PRESSURE . / .r YERT. STEEL SEE TABLE 7 1/2" CLR_ _ A t FLOOR SLAB BY OTHERS a I - 8° x 16" F`fG (MW) FTG TO BE SIZED BASED ON SOIL . CONOITIONS 0 EACH SkTE & OE7ERMINED 8Y OTHERS xw = 45 PCF TYP. WALL SECTION H = s'-o' nicn wuL t (m) e n a +o m m u CPfS7 n 45 nt 3a as ea ? s?u MoNF r?ax w+E HONE qOME MwC ?[aw1EqW+ nqn sc/n20N SFCTOM AQqN SiCrw SECtqM QNKJOum IO11p-01 H = 9'-0' HIGH WALL a fnq e a e io +o io l: (OCFj 35 b tl J! U lS vmtr?t SIFEG ? ?? U C. MOIi M0?4 M016 OOYNtCIqM e ? a wu SECllnl ,n 5(C110M vz SECiqN SFCIfO? TFC7KW x/z SFL'Ip1 ,/s +H = 70'-0' HtGH WALL e (M io io io +z 12 n r: (pm 35 u YS 36 ?f ss ? I?Mf ?a1[ 22- IL nOM u011[ MONf OCdME??OM S? i YCl1uM fOW10N STAN SFlCICN SOCnOM ?Encompass, Inc. 2650 METRO ORNE. SUITE 523 BLOOMINGTON, MN 55425 ylI VRa/C.L hi/}GC. c/i- r-'a I Typical Foundation Wall l Pulte Homes of Minnesota I Mendoto Heights, MN I 98-1 SHEET 1 0F 8 Weather Underground: History Find the Weather for Language w- No Ads. Weather Email. Five Bucks per Year. Click Here. Become a member! Members LoQin 8 Print This Page htew! Custom Weather for Newspapers Free 2002 Winter Uames Weather Mabs New! Features . Favorites . NEXRAD Radaz Stations . NEXRAD Regional Com osites . Personal Weather Stations . US Zoom Satellite . US Severe W eather . Astronomv . Ski Renorts . Mazine Forecasts . Tro?cal SY07TllS History for Minneapolis, Minnesol Page 1 of 4 State or ZIP Code, or Country Observed: December 6,2001 Mean Temperature 35.6° F Maic Temperature Min Temperature ; Heating Degree Days 43.0° F 28.4° F j 30 Dewpoint 24.4° F Precipitation N/A Snow Depth 0.0 in Sea Level Pressure 29.92 in Standard Pressure 29.95 in Visibility 10.00 mi Wind Speed 5.42 mph Maa{ Wind Speed 11.51 mph Gust Speed-? N/A Events 0 Tirne Tem Dcw?oint Pressure ? p Visibili Wi°d ?'Ast ? Preci itation Events P Speed Speeds 0 00:53 ' 24.80 F 29.89 in 10.0 mi N/A N/A F mph 01:53 ?.5'60 24.81 F 29.92 in 10.0 mi m N/A N/A ph 02:53 F5.60 24.80 F 29.95 in 10.0 mi N/A N/A mph 0 03:53 ' 24.81 F 29.95 in 10.0 mi m N/A N/A F ph 0 04:53 ' 24.81 F 29.95 in 10.0 mi m N/A N/A F ph 35.60 05:53 24 81 F 29 95 in 0 mi 10 : N/A N/A „ . . . ._ http://www.wunderground.com/history/airport/KMSP/2001/ 12/6/DailyHistory.html 2/5/2002 Metric I En 1? I Both VVeather Underground: History . Google Search r 06:53 F3'80 26.6° F 29.92 in 10.0 mi 07:53 F3'80 26.6° F 29.95 in 10.0 mi 08:53 F5.6° 28.4° F 29.95 in 10.0 mi 09:53 F5.6° 28.40 F 29.92 in 10.0 mi 10:53 F7 '40 28.4° F 29.92 in 10.0 mi 11:53 F1.0° 24.1° F 29.89 in 10.0 mi 12:53 F1.0° 24.81 F 29.89 in 10.0 mi 13:53 F2'80 24.81 F 29.89 in 10.0 mi -,43.00'- - 14:53 ? 25.0, F' 29.89 in 10.0 mi F% 15:53 F1.0° 24.81 F 29.92 in 10.0 mi 16:53 F9'20 24.8° F 29.95 in 10.0 mi 17:53 F5.6° 23.01 F 29.98 in 10.0 mi 18:53 F3'80 21.2° F 30.01 in 10.0 mi 19:53 F2'00 21.2° F 30A1 in 10.0 mi 20:53 30.20 21.21 F 30.04 in 10.0 mi 21:53 30.20 21.2° F 30.04 in 10.0 mi 22:53 F8'40 21.2° F 30.04 in 10.0 mi 23:53`F8'4? 21.2° F 30.04 in 10.0 mi Illpil 0.0 N/A N/A mph 4.6 N/A N/A mph 0.0 mph N/A N/A 4.6 N/A N/A mph 8'1 N/A N/A mph 9'2 N/A N/A mph 0.0 mph N/A N/A 0.0 N/A N/A mph 10.4 N/A N/A mph 9'2 N/A N/A mph 5'g N/A N/A mph 6.9 N/A N/A mph 6.9 N/A N/A mph 0.0 N/A N/A mph 6.9 N/A N/A mph 5'8 N/A N/A mph 0.0 N/A N/A mph 4.6 N/A N/A mph Desktop Gizmo! US Maps Tem erp ature Radaz Map Visibili Wind HeatIndex Windchill Humidi De oint LTV Forecast Satellite Map Fronts Snow Jet Stream Pollen International United States Canada Central America South America Northern Asia Southern Asia Europe Australia Africa Islands Antarctica information Need Helo? Link to Us About Us Previous Dav or Next Dav 13istorical Conditions December l6 ;, 2001 ,',E!;,aq' Please Visit Our Sponsors: http://www.wunderground. com/history/airport/KMSP/2001 / 12/6/DailyHistory. hhnl Page 2 of 4 2/5/2002 Site address: 1475 . L?t 1G b6Ae- (e_tZ_)(t Lot ?.3 Block ___!V Subd. ,61a e k;,f'?? 1-- On April 15, 2000 the Minnesota Energy Code, Category 1 Building Requirements fot insulation protection, air tightness, and ventilation; was adopted. As a result, the City of Eagan is requiring that the following information`be submitted prior to issuance of a Certificate of Occupancy. _ This structure: is constructed to meet minimum requiremeots of the Mn Energy Code, Chapfet 7670 OR IzThis structure will be constructed to meet more restric6ve requirements of Chapters 7672 or 7674 APPLIANCE GAS EIEC MANUfACTURER MOOEL BTU'S ; YENTMG TYPE Water Heater Furnace ? G -? I FL 5 Dryer _ EXHAUST SYSTEM LOCATION TYPE MODEL CFM`s VENTED vES No Kitchen kitchen Bathroom t /m Q i„ eh. L ?? - v S 1? ? S O ? Bathroom2 I' t` an h? (!y ??J?J Sd ? Batfiroom 3 8athroom 4 LA' k S l! ,ja Other I hereby acknowledge that the above information is correct and egree to comply wit6 tfie Minnesota Energy Code and'City of Eagan requirements. Signat e U CompanyName Date This form is the responsibility of the Generaf Contractor. PERMIT Permit Type: Building City of Eagan Permit Number: EA105931 Date Issued: 08/06/2012 Permit Category: ePermit Site Address: 1675 Oakbrooke Ct Lot: 23 Block: 1 Addition: Oakbrooke 5th PID: 10-53764-01-230 Use: Description: Sub Type: e-Reroof Construction Type: Work Type: Replace Description: House & Garage Census Code: 434 - Occupancy: Zoning: Square Feet: 0 If there is no ice protection inspection prior to final, the contractor must meet the inspector w/ a ladder and flat bar. Pictures are Comments: not acceptable in lieu of inspections. Carbon monoxide detectors are required by law in ALL single family homes. BL - Base Fee $4K $103.25 0801.4085 Fee Summary: Surcharge - Based on Valuation $4K $2.00 9001.2195 Valuation: 4,000.00 Total: $105.25 Contractor: Owner: - Applicant - Krech Exteriors Inc Dawn M Hagert 5866 Blackshire Path 1675 Oakbrooke Ct Inver Grove Heights MN 55076 Eagan MN 55122 (651) 688-6368 I hereby acknowledge that I have read this application and state that the information is correct and agree to comply with all applicable State of Minnesota Statutes and City of Eagan Ordinances. Applicant/Permitee: Signature Issued By: Signature PERMIT City of Eagan Permit Type:Building Permit Number:EA127425 Date Issued:10/01/2014 Permit Category:ePermit Site Address: 1675 Oakbrooke Ct Lot:23 Block: 1 Addition: Oakbrooke 5th PID:10-53764-01-230 Use: Description: Sub Type:Reroof Work Type:Replace Description: Census Code:434 - Zoning: Square Feet:0 Occupancy: Construction Type: Comments:Please print pictures of ice and water protection and leave on site. Carbon monoxide detectors are required by law in ALL single family homes . Lisa Nyberg Valuation: 4,000.00 Fee Summary:BL - Base Fee $4K $103.25 0801.4085 Surcharge - Based on Valuation $4K $2.00 9001.2195 $105.25 Total: I hereby acknowledge that I have read this application and state that the information is correct and agree to comply with all applicable State of Minnesota Statutes and City of Eagan Ordinances. Contractor:Owner:- Applicant - Dawn M Hagert 1675 Oakbrooke Ct Eagan MN 55122 Property Claim Solutions Llc 2005 Pin Oak Dr Eagan MN 55122 (651) 994-2028 Applicant/Permitee: Signature Issued By: Signature 'S V - ' 9H.1, • For Office Use °�� ares+ ° a ®EL 11 20�d Pefmil il: /,c7 '' A i 3 *r s �i i Permit Fee: lC� `Y Date Received: 7.'"? //-// 3830 PILOT KNOB ROAD I EAGAN, MN 55122-1810 (651)675-56751 TDD: (651)454-8535 I FAX: (651)675-5694 Staff: . buildinginspeclions ancityofeagan.com F 2019 RESIDENTIAL PLUMBING PERMIT APPLICATION I A Date: �a.a-.I ` Site Address: • 01 / I•lr i ta .^tenant _. _____.__ -I_ Suite #: • Name: `{'i •kesldenilOwner,' • Phone ) �') 1 `r a+ r Address/City/Zip: •_ �i_il .. _ ,. �' ` os l pC - Name: MILBERT COMPANY dba CULLIGAN WATER —.. License IF: WC641376 Corltr 'CtOr Address: 1801 50TH STREET EAST City; INVER GROVE HEIGHTS • If i1 i',jlI; State:_mN. .Zip: __55077 Phone: 651-451-2241 { • , Contact: BILL MILBERT Email: gloria.abasLculligan4water.com Of • —New Replacement Repair Rebuild Modify Space Work in R.O.W. r Description of work: • •``' Water Heater Lawn Irrigation(_RPZ/ PVB): x Water Softener ( DCSC .. ,., lfl. Add Plumbing Fixtures (_Main/_Lower Level). _ Septic System ` Description:- 1 _New - I Connection to City Water from Well '1i' Abandonment T '1' RESIDENTIAL FEES r $60.00 Water Heater,Water Softener, or Water Heater and Softener(includes State Surcharge) ' $60.00 Lawn Irrigation(includes State Surcharge) 9 r,1, , $60.00 New fixtures, adding or removing piping (includes State Surcharge));g i" $60.00 Septic System Abandonment iii $100.00 New Residential (fee collected with Building Permit) , t '" $115.00 New Septic System (includes County fee and State Surcharge) , $60.00 Connecting to City Water from Well* + $290 for Meter and $190 for Radio Read $540 , H *Sewer &Water Permit also required for connection charges TOTAL FEES $ 60.00 CALL BEFORE YOU DIG. Call Gopher State Ono Call al(651)454.0002 for protection against underground utility damage. Call 48 hours before you intend to dig to receive locates of underground utilities. www.gopherslateonecall ort You may subscribe to receive an electronic notification from tho City of proposed ordinances by stoning up for an email update on tho City's wobsito at www.cityofoagan.comisubscribe. I hereby acknowledge that this information is complete and accurate; lhal the work will be in conformance Willi the ordinances and codes of the City of Lagan; that I understand this Is not apermil, but on y an application for a permit, and work is not to'start without a permit; that the work will be in ac ordance wi h h/e appr/ovveedNplan i the ca . of w'or'k vhich requires a,review and approval of plans. x x &'" 4/1)(7kt"---- : Applicant's rented Name Appl ant's Signature t. Page 1 01_2- def . kl�, i . I!i Il PERMIT City of Eagan Permit Type:Mechanical Permit Number:EA170656 Date Issued:07/13/2021 Permit Category:ePermit Site Address: 1675 Oakbrooke Ct Lot:23 Block: 1 Addition: Oakbrooke 5th PID:10-53764-01-230 Use: Description: Sub Type:Residential Work Type:Replace Description:Furnace & Air Conditioner Comments:Carbon monoxide detectors are required within 10 feet of all sleeping room openings in residential homes (Minnesota State Building Code). Questions regarding electrical permit requirements should be directed to State Electrical Inspector, Pete DeGrood at (507) Fee Summary:ME - Permit Fee (Replacements)$59.00 0801.4088 Surcharge-Fixed $1.00 9001.2195 $60.00 Total: I hereby acknowledge that I have read this application and state that the information is correct and agree to comply with all applicable State of Minnesota Statutes and City of Eagan Ordinances. Contractor:Owner:- Applicant - Dawn M Hagert 1675 Oakbrooke Ct Eagan MN 55122--421 (651) 905-1777 Hero Plumbing Heating & Cooling Inc 10900 Hampshire Ave S Minneapolis MN 55438 (612) 827-4674 Applicant/Permitee: Signature Issued By: Signature