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4374 Garden TrCITY OF EAGAN Remarks Addition Wilderness Run 2nd Addition Loc 5 sik 3 Parcel 10 84351 050 03 Owne?at C, 4 4dA5 bGmGAll street 4374 Garden Trail State Eaqan f MN 55123 Improvement Date Amount Annual Years Payment Receipt Date STREET SURF. STREET RESTOR. GRADING SAN SEW TRUNK 'd 1973 175.00 8.75 20 PAID SEWERLATERAL WATERMAIN WATER IATERAL WATER AREA STORM SEW TRK y 346.11 C005442 6 9 80 STORM SEW LAT CURB & GUTTER SIDEWALK STFiEET LIGHT WATER CONN. 300.00 7975 5-11-73 BUILOING PER, SAC 7975 5-11-73 PARK I CITY OF EAGQN 3830 Pilot Knob Road Eagan, Minnesota 55122-1897 (612) 681-4675 SITE ADDRESS: ! I I?t l(JI ?tpi , hl1? ' PERMIT SUBTYPE: . trlI t , rit+rtr) A?/K0 ? A6JAh/9b APPLICANT: TYPE OF WORK: ii; .i i{ I f S-+N taUPAiR `i l OR14 1?i)MIAIiE • Nl) F C k.. PECTION PERMIT TYPE: Permit Number: Date Issued: 4? "i c? 1, r : :tMf 1 PIa, ?:?rn! ! ilt, • ? Nr?? I- - , Permit No. POrmit Holder Date Telephone M ELECTRIC PLUMBING HVAC Inspection Date Insp. Comments FOOTINGS FOUND FRAMING ROOFiNG ROUGH PLUMBING PLBG AIR TEST ROUGH HEATING GAS SVC TEST • INSUL GYPBOARO FIREPLACE FIREPLACE AIR TEST FINAL PLBG FINAL HTG ORSAT TEST BLDG FINAL 12- 11-4j? BSMT R.I. BSMT FINAL DECK FTG DECK FlNRL EAGAN TOWNSHIP No BUILDING PERMIT Owne: ....... as?:5=...._Lt?-.....?............................................. Eagan Township Addeees (Preseni) __k _ . .... 7 ........ . --_---....._ Town Ha11 Builder .....................'-.--..........---.....--.._._........_.........._'_"----.- Address .... ................... .................................................................... .. 1--l" 2919 Date .......: Siories To Be Used For ront Dapih Heighf Esl. Cosi Permif Fee Remarlcs r ° LVGA"1"1V14 -7?0 0,00 SfiOef, RoeQ o! Ofh02 DBSCilpllOSl OI LOC$Tlori I LO! I tSIOCY I Addlllon os TieCI 3 /373 'f3aS ,?' E dn ! 1'his permit do?es uaot aulhorise !he use of s2reeis, roads, elleps'oi sidewslks nor does it givVthe owner or his agan! !he righf fo esea2e anp sifus2ion whiah is a nuisanee os which psesenis a hazard !o !he healih, safely, eonvenieaee and general welfare !o anpone in the eommunitp. THIS PERMIT MUST SE KEPT ON TH? ""PREMISE WFIILE THE WORK IS IN PROGRESS. This is !o cerlify, lhei...... ,1.-I '-? ';j r.?C-`.-=.? --.....-- .............._..........hes parmission !o ereet a--•?- --°----.... ?:..-°---- •----- • uPon !he above desorihed premise subjeci !o !he provisions of !he 8uildin4 Ordinance for Eagan TS'wnshipd April 11, 1955. ?'1,-..-?-,C'"".. .?:!.'e. Pez -........... ................ ....._"'--"'..::." ""-'-i...._ . ...°"----°---°°--....'--'.....""_""'........._"""_""....._....... Chasrr?mirof? ? ? ? Suildin Q Ias p 9 clor 1 VILLAGE Or EAGAN 3795 Pilot Y,nob Road Eagan, F3innesota 55122 PERMIT NO.: 369 The Vil2age o£ Eagan hereby grants to Louis H. Peter Co. ? of 1854 Grand Avenue, Sagasx 5[. Paul MN 55105 a FI.UPBING Permit for: (Owner) Tilsen Conetructioa Co. at 4368•& 4374 Garden Trail j pursuant to application dated 7/3/73 Fee Paid: $40.00 dated this 3rd day of Suly , 19 73 1.00 s c Duilding Inspector Ntechanical Permits: t3ia Total PERMIT CITY OF EAGAN 3830 Pilot Knob Road PERMIT TYPE: Eagan, Minnesota 55122-1897 PermitNumber: ffibfiNG (612) 681-4675 Date Issued: 0 6/ 0 6/ 9 6 SITE ADDRESS: 4374 GARDEN TR IOT: 5 BIOCK: 3 WILDERNESS RUN 2N0 P.I.N.: 10-84351-050-03 DESCRIPTION: 1"'1 __ STORM DAMAfiE-NQ FEE L3'ruildPermit Type SF Buildin,gWgrk Type REPATR CensusCode 434 AL7. RE3IDENTIAL -- ? ;r r REMARKS: FEE SUMMARY: CONTRACTOR: ? OWNER: - Applicant - LIGMAN PHYLLIS 4374 GARDEN TR EAGAN MN 55123 (612)454-2960 T hereby acknawled'ge, tFiet Z haue re-ad this-applieation and state thaC:the 3nformation is correet and agrea tn comply with all applicable'State of Mn. Statutes and City ofi Eagan Orrdinances. J APPLICANUERMITEE'SIGNATURE G 16SU 1 eY: GNA TURE I ?-? 1 CITY OF EAGAN 4fas 7996 BUILDING PERM T APPLICATION (RESIDENTIAL) 681-4675 New Censtrudinn Rwnuiramenla RemodeVReoair Reauirsments ? 3 registered site svrveys ? 2 copies of plan ? 2 copies of plans (inelude beam & window s@es; poured fnd. design; etc.) ? 2 site surveys (exlerior additions 8 decks) ? 1 energy calculations ? 1 energy ealculations for heated additions ? 3 copies of tree preservetion plan If lal pWtled after 7/7l93 required: _ Yes No DATE: ?..ci.ruZ CP . I g 17 CONSTRUCTION COST: 3 toF6 • ? DESCRIP710N OF WORK: 6 `"? STREET ADDRESS: LOT ? BLOCK -g SUBD./P.I.D. #: PROPERTY Name: ?-- I"q rno,,v• ll:s --a1Rv Phone a(O o OWNER "ST T ""t ? Street Address• y ?? V,? ru - City: Ce ot ?'?? State: M ?l Zip: a 3 CoNrRaCroR Company: ' Phone Street Address: License #: City: State: ARCHITECTI Company: ENGINEER Name: Phone #: Registration Street Address- City: State: Zip: Sewer & water licensed plumber: &/7 Penalty applies when address change and lot change are requested once permit is issued. I hereby acknowledge that I have read this application and state that the information is correct and agree to comply with all applicable State of Minnesota Statutes and City of Eagan Ordinances. Signature of Applicant: OFFICE USE ONLY Certificates of Survey Received _ Yes No Tree Preservation Pian Received Yes No EAGFN TOWNSHIP 3795 Pilot Knob Road St. Pau1, Minnesota 55111 Telephone 454-5242 PERNII.T FOR WATER SERVICE CONNECTION Date:6/22/73 (12/29/72) Billing Name•Tilsen Construction Co, Number• 1229 S- 3(,?fdP, 07 Site Address: 4374 Gaxden Trail Owner: Billing Addresa Plvmber• Lueck n x aVatin t;onneccion s.tlo G?r? ?. 5/11/73 Meter No,sav?? to ermit Fee in_n nd 6199173 Meter Reading Meter Dep. •50 pd 6/22/73 s/c Meter Sealed: Yes_ Add'1 Chg, NO ' Total Chg. Building is a: Resideace xx t4ultiple ga, Commercial Industrial Other Inspected by Date Remerks: PCLi IN1Pi3OPCliLY ifJSTALLED ME1ER5. By: Chief InspecCOr In conai8eration of Yhe issue and delivery to me of the above permit, I hereby agree to do ttn proposed work in accordance with the rules and regulations of Eagan Township, Dakota County, Minuesota. BY: Luecken Exc. - L. Gallati Please notify the above office mhea ready for inspecCioa and connection. BAGEiN TOWNSHIP 3795 Pilot Knob Road St. Paul, Minnesota 55111 Telephone 454-5242 PERMIT FUR SE47ER SERVICE CONNI3CTION DATE: 12/29/72 (6/22/73) pMgER 1366 OWNER: Tilsen Homes Address 1+374 Garden Trai1 PLUMBER Luecken (Galla?ti) F.xc. TypE OF PIPE heavy cast iron DESCRIPTION OF BUIIDING Industriall Commercial[ Reaidential i Multiple Dwelling f No, of unfts xx Location of Connections: Conaection Charge 240.00 pd 5/71/73. PermiC Fee 10.50 pd 12/29/72 Street Repairs Total Inspected by: Date Revee rks • By Chief Inspector In consideration of the issue and delivery to me of the above pexmit, Z hereby agree to do the proposed work in accordance with the rules and regulaCions of Eagan Toc7nship, Dakota County, Minneaota By Luecken Excavating (L. Gallepfti) Please notify when ready for.inspection and connection and before any portion of the work is covered. MASTER CARD LOCATION ? e,,,tr.? n? ?37 y S- ?- k/R z- OWNER STRUCTURE AND LAND USED AS Permit No. Issued Issued To Coniractor Owner BUILDING PLUMBING - -- ?? 7, 7 ? CESSPOOL - SEPTIC TANK WELL ELECTRICAL HEATING i - GAS WSTALLING SANITARY SEWER 136L OTHER l?,'? g I OiHER I Items Approved (Initial) I Date Remarks Distance From Well =00TING ? '-6-^f 3 j SEPTIC FOUNDATION 7 7 CESSPOOL FRAMING TI4t FIE FT. FINAL ELECTRICAL HEATING DEPTH OF WELL GAS INSTALLATION SEPTIC TANK CESSPOOL DRAINFIELD PLUMBING WELL SANITARY SEWER ? Y? `? ? } •'' w . Violations Noted on Back COMMENTS: ??ll (p 2005 RESIDENTIAL BLTILDING PERMIT APPLICATION City Of Eagan 3830 Pilot Knob Road, Eagan MN 55122 Telephone # 651-675-5675 FAX # 651-675-5694 14 -10 01" New ConstNCtion Reauirements Remodellfieoair Reauiremenls Office Use Onlv 3 registered site surveys showing sq. ft. of lot, sq. fl. of house; and II rooted areas 2 copies of plan Ced oiSurvey Recd _ Y_ N (20% maximum lot coverage ellowed) 1 ut of Energy Calculations for heated additlons Tree Pres Plan Recd . _ Y_ N, 2 copies of plan showing 6eam & vdndow s¢es; poured found design, etc. i site survey for addttions 8 decks Tree Pres Required _ Y_ N 1 set of Energy Calculations Addition • indkete il on-sife septic syatem On-sRe Sepllc System _ Y_ N 3 copies of Tree Pmserva6on Plan'rf lot plafled afler 7/1/93 Rim Joist Deqil Optlons selectian sheet (buildings with 3 or less units) Date /4ycz, Site Address y ?4(u C i?c= 0 (" Construction Cost? S 0' E A 7!C LL UniUSte # 5-7 a 3 Descriptioo of Work )L.Q -11,O0 /?s ?? ?F? rfA?-ri o o. RQJ b Multi-Family Bldg _ Y _ N Fireplace(s) _ 0_ 1 _ 2 Property Owner Telephone # ( (pSl ) L4 5t-i 6 Contractor Address State City Zip Telephone # ( ) COMPLETE THIS AREA ONLY IF CONSTRUCTING A NEW BUILDING - Minnesota Rules 7670 Cateeorv 1 Minnesota Rules 7672 Energy Code Category , Residential Ventilation Category 1 Worksheel • New Energy Code Worksheet (Jsubmissiontype) Submitted Submitted • Energy Envelope Calculations Submitted In fhe last 12 months, has the City of Eagan issued a permii for a similar plan based on a master plan8 _ Y _ N If yes, date and address of master plan: Licensed Plumber Mechanical Contractor Sewer/Water Contractor Telephone #( Telephone # ( ) Telephone #( I hereby apply for a Residential Building Permit and acknowledge that the information is complete and accurate; that the work will be in conformance with the ordinances and codes of the City of Eagan and the State of MN Statutes; I understand this is not a permit, but only an application for a permit, and work is not to start without a permit; that the work will be in accordance with the approved plan in the case of work which requires a review and approval of plans. 1-LI S L.iv m 1q-,ti ?Slv? ?t ? L-. 1_. m-,-, Applicant's Printed Name Applicant's Signa e U For Office Use E AGA N Permit#: 53: ZS : Permit Fee: /v C i - V 3830 PILOT KNOB ROAD I EAGAN, MN 55122-1810 Date Received: (651)675-5675 I TDD: (651)454-8535 I FAX: (651)675-5694 Email: buildinginspectionsacitvofeaoan.com Staff: Commercial Plan Submittal:eplansecitvofeagan.com L 2019 RESIDENTIAL MECHANICAL PERMIT APPLICATION Date: / "` 3 —/ Site Address: 1/3 ,7 U Garden -r- Date: Tenant: Suite#: Resident/Owner Name: M.S RCIOC "ion S"&U'iC. S Phone: (o/c) •7©a 70/ '13 Address/City/Zip: GI/O$ N3rd Mp s i"'I N 55 Ll o7 Name: � 1nc�1-1 I rq C01`-t pqn y License#:/ co 3 3 Contractor Address: I/5 'PIU 7yh S+ City: StPct_., State: NAN Zip:5slda Phone: 6.5/-4;0)2- /303 Contact: M��/e/to Email: '1oM C4. hind I n�h'e c r t�1-�j .C..c'�rvl RESID TIAL �/ Furnace Air Conditioner Permit Type _Air Exchanger Heat Pump Other New '). Replacement Additional Alteration Demolition Type of Work Description of work: RESIDENTIAL FEES $60.00 Minimum Add or alteration to an existing unit, includes State Surcharge $100.00 Residential New, includes State Surcharge =$ 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.citvofeacian.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 plans. Applicant's Printed Name Applicant's Signature FOR OFFICE USE Required Inspections: Reviewed By: Date: Underground Rough In Air Test Gas Service Test In-floor Heat Final PERMIT City of Eagan Permit Type:Building Permit Number:EA153584 Date Issued:01/03/2019 Permit Category:ePermit Site Address: 4374 Garden Tr Lot:005 Block: 003 Addition: Wilderness Run 2nd PID:10-84351-03-050 Use: Description: Sub Type:Reroof Work Type:Replace Description:Does not include skylight(s) Census Code:434 - Residential Additions, Alterations 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 within 10 feet of all sleeping room openings in residential homes (Minnesota State Building Code). Valuation: 5,000.00 Fee Summary:BL - Base Fee $5K $118.00 0801.4085 Surcharge - Based on Valuation $5K $2.50 9001.2195 $120.50 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 - Roger C Ligman 6840 - 158th St W Apple Valley MN 55124 Applicant/Permitee: Signature Issued By: Signature r For Office Use , Permit#: s :1 E AGA N Permit Fee: (e9 Date Received: 3830 PILOT KNOB ROAD I EAGAN,MN 55122-1810 (651)675-5675 I TDD:(651)454-8535 I FAX:(651)675-5694 Staff: buildinginsoections(a).cityofeagan.com L /20p19 RESIDENTIAL PLUMBING PERMIT APPLICATION Date: //2//7 Site Address: ,5/_,75/ Tenant: Suite#: � 2, Resid811ti►Owt sr Name:/I/ • .�OliOT�- Phone: /D/p2-7.6c)---1 Address/City/Zip:...V.;7 / .. 3 Name: �,,�. License#:/e• Contractor Address: /03 td 10;444 '4v-a— City: 5-.11.1124,,,,J State:/17,'/ Zip: _h,S/D 3 Phone: Gt 5/ Contact: --r�yt--% Email: Type of Wolk _New _Replacement Repair _Rebuild _Modify Space _Work in R.O.W. ifokeit."44:y, iit.;•6444.45 :T:;1 ° ' �AL Water Heater Water Softener Permit Type y Lawn Irrigation( RPZ/_PVB) Septic System Add Plumbing Fixtures( Main/_Lower Level) New Water Turnaround Abandonment RESIDENTIAL FEES: $60.00 Water Heater,Water Softener, or Water Heater and Softener(includes State Surcharge) $60.00 Lawn Irrigation(includes State Surcharge) $60.00 Add Plumbing Fixtures,Septic System Abandonment,Water Tumaround*(includes State Surcharge) *Water Turnaround(add$280.00 if a 3/4"meter is required) $115.00 Septic System New(includes County fee and State Surcharge) TOTAL FEES$ CALL BEFORE YOU DIG. Call Gopher State One Call at(651)454-0002 for protection against underground utility damage. Call 48 hours before you intend to dig to receive locates of underground utilities. www.000herstateonecall.oro 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.citvofeauan.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 plans. Applicant's Printed Name icant's Signature FOR OFFICE USE Reviewed By: Date: Required Inspections: ` Under Ground Rough-In Air Test Gas Test Final Meter Related Items: Meter Size Radio Read Manometer Staff: PERMIT City of Eagan Permit Type:Building Permit Number:EA153638 Date Issued:01/08/2019 Permit Category:ePermit Site Address: 4374 Garden Tr Lot:005 Block: 003 Addition: Wilderness Run 2nd PID:10-84351-03-050 Use: Description: Sub Type:Windows/Doors Work Type:Overhead Garage Door Description: Census Code:434 - Residential Additions, Alterations Zoning: Square Feet:0 Occupancy: Construction Type: Comments:Improvements to the home require smoke detectors in all bedrooms. If altering window openings, call for framing inspection. Call for final inspection after installation. Carbon monoxide detectors are required within 10 feet of all sleeping room openings in residential homes (Minnesota State Valuation: 1,500.00 Fee Summary:BL - Base Fee $1500 $62.50 0801.4085 Surcharge - Based on Valuation $1500 $0.75 9001.2195 $63.25 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 - Roger C Ligman 6840 - 158th St W Apple Valley MN 55124 (612) 702-7243 Reliable Garage Door 1136 114th Lane NW, Suite 600 Coon Rapids MN 55448 (651) 222-1114 Applicant/Permitee: Signature Issued By: Signature 01/21/AW3 id:nb b147U7cba ' "V RECEIVED R 203 LITTLE CANADA ROAD SUITE 280 SAINT PAUL JAN 2 4 2019 MINNESOTA 55117 TEL: 651-490-9266 FAX: 651-490-9265 PORLENGINEERING CONSULTANTS ATED January 20, 2019 MS Relocation Services, inc. John Sadusky 2108 E. 431d St. Minneapolis, MN 55407 Subj: Review of Foundation walls 4374 Garden Trail Eagan, MN PEC # 5201 Dear Mr. Sadusky: This report concerns our review of the foundation wall construction for a single-family residential dwelling located at 4374 Garden Trail in Eagan, MN. It is our understanding you recently purchased this house and are in the process of restoring the construction. You had questions concerning the foundation wall construction in the basement of the building and requested our review of the wall system and recommendations for a complete restoration of the foundation wall system. We visited the property and met with you on Saturday, January 19, 2018. At that time, we were shown the property for visual review and we took photographs of the basement wall system for our records. The house was located in a residential area of Eagan, MN, and faced approximately west toward the street cit a normal set-back from the front property line. The house had been vacated to commence restoration work at that time. There was minimal snow cover over the relatively level property. The building had an asphalt shingle gable roof with attached garage at its north end. The surf icial soils within approximately 10' of the house had a slight depression from settlement of the original backfill soils, The roof system had no gutters, so all roof drainage emptied within 2 to 4' of the foundation wall construction. On the interior of the building, we observed the house had a full basement comprised of regular weight concrete block masonry laid up in a running bond pattern. The basement foundation walls were nearly 7' in height and projected about 1.5' above the exterior ground surface for short window construction and some light into the interior. The block masonry was full 8" tall 12" block with no apparent moisture intrusion over any of the 01121,+22'3 13:5n bnicritLb0 „w p. 2 interior masonry surfaces. We understand the original construction was about 1973 era and the basement was approximately 48' long by 28' wide interior basement dimensions. There could have been some moisture intrusion in the past. The basement floor was finished concrete but had considerable dirt accumulation over the floor area. The north interior basement wall surface was in very good condition. However, the other three interior perimeter block walls all had horizontal bed joint separations at about mid- height to 4' above basement floor level with some vertical flexural bending noted in the wall surface. We also observed some very slight step cracking at the wall ends which is very typical of this type of distress in the block masonry. The front basement wall had about a 'I," opening at the bed joint, while the other two perimeter walls had openings upward to approximately 3/8" wide, From a technical standpoint, the three cracked walls had the commencement of a structurally failed condition, although the general field of the masonry was of high quality and good construction, Observation in the open bed joints revealed the walls had no internal mortar fill or steel reinforcement. Good masonry practice dictates any time a 7" high wall extends greater than 20' in the horizontal direction, it should have at least some internal flexural reinforcement. It is very likely these foundation walls cracked within the first five years of original construction from exterior grade settlement and roof drainage into the exterior backfill zone without proper sloping away from the structure. Once consolidation took place in the backfill soils, they took a permanent set and although no further soil consolidation would have been anticipated, the three walls underwent cracking at that point with not much further deflection taking place. At this point in time, it does not merit removing the exterior backfill soils to straighten the foundation walls. instead, we recommend the following corrective procedures: 1. Fully grind out the separated bed joints to a depth of at least 3/4" while the exterior backfill soils remain in a tight frozen condition with minimal moisture conditions and no further distortion of the block walls likely at this point in time, 2. Tuckpoint those raked out joints at this time using a Portland Cement - lime - masonry sand mortar with the mix water spiked with an added Bondex or Acryl- 60 mortar bonding additive, tooling the new joints in a dense concave configuration with a steel jointing tool. 3. After air curing of at least 24 hours, cut an access hole in the interior face shell of the blocks. The access holes on the front wall should be no more than 48" apart. The access holes on the other two walls should be no more than 32" apart down the wall line. These access holes should be cut about 3.5" to 4" square so as to gain access to one of the block cells. The holes should be cut in the second course down from top of wail. Q1/21/21 1..1'..)b blci`JEJ7G1:5:7 w . • P. 3 4. Fish a #4 rebar down the wall pre-cut to at least 6' length, pre-bending the bars slightly to allow insertion. These bars should be manipulated toward the interior of the basement in the cell of the block. 5. The next step would be to fill the core of the block with a minimum 2500 psi cement and concrete buckshot mix the entire 6' plus core height, pushing some stiffer core mix as you approach the completed filling process at each cell access location. You do not really need a full 7' rebar in these core openings because the high stress locations are in the middle 4 to 5' of the wall height, 6. Use the cut face shells or other face shell pieces to complete the block repair to a satisfactory smooth finish with careful tuckpointing. 7. After completion of the block repair, tuckpoint as needed to re-establish a smooth surface in the completed wall repair. 8. Paint all 4 basement walls with a high-grade masonry cement such as Thoro- Coat paint or other equal product. At the completion of this interior wall reinforcing, the block walls will still be slightly deformed in vertical planeness, but the block walls will have about twice the strength of the original wall construction. In the spring or when thawing conditions allow, add topsoil materials around the building perimeter to achieve a reliable 6" slope away from the building for the first 10'. Also,we do think it is good building practice to have gutters with . plenty of downspouts and downspout extensions running at least 8' out from the perimeter of the house. These downspout extensions can be hinged to allow for lawnmowing or otherwise securely fitted to the downspouts to assure drainage away from the structure. You should obtain a building correction permit before initiating any of this work and you should have an engineer certify as to completion of this work and that report filed with the City Building Inspection Department If any interior finishing of the basement walls is performed, one might have to accommodate a plane surface in the wall furring strips or studs for a completed smooth wall remodel, It is our opinion the block masonry walls will then have been restored to a condition far stronger than original construction for the rest of the useful life of the building. Respectfully, Professional Engine ring nsultants, Inc. ...---v. DQB/�rN` k /4'-l---4--/ - "--6-4—f---- , lob. Alb: sOCOSTfr 1,1 Brian R. Dobie, P.E. j ;pg: . 't.; i President t6. 4.. -" " %.4.;i:7. y. rd For Office Use "� • • CVAN ?Z '"� Permit#: J N3„,, 2019Permit Fee: .1' Date Received: 1 - 3830 PILOT KNOB ROAD I EAGAN, MN 55122-1810 \ (651)675-5675 I TDD:(651)454-8535 I FAX:(651)675-5694 Staff: ( 1 buildinginsoectionsacitvofeaoan.com L 2019 RESIDENTIAL BUILDING PERMIT APPLICATION Date: Site Address: Unit#: Name: >~ O n 5 a� K l Phone: 4'/2—702 -72 41 Resident/ 7i (2A a1 ,t1a��et Address/ ity/Zip: pA li 6---467,4A) /1/P1/ 23 Applicant is: Owner Contractor Type-of Work Description of work: �avn 47<' OK1 /?4/"0 //l Construction Cost: Z ou Multi-Family Building:(Yes /No i) A60 / frh>t Company: 13176--k-7-7 iaag Wet/ Contact: 11/2 -, 2 /'/-/O ZZ Contractor Address: 7.� /6 /A �// S� City: State: �NZip:• 5- y07 Phone:G/7-Zy`�/J 2L Email: Al/0/6/./ j<-1-7--/tit//1-1'1/`€/C,) License#: DP4-c:`4/)/ ( nt ft Lead Certificate#: If the project is exempt from lead certification, please explain why: 11 COMPLETE THIS AREA ONLY IF CONSTRUCTING A NEW BUILDING In the last 12 months,has the City of Eagan issued a permit for a similar plan based on a master plan? Yes No If yes,date and address of master plan: Licensed Plumber: Phone: Mechanical Contractor: Phone: Sewer&Water Contractor: Phone: Fire Suppression Contractor: Phone: NOTE:Plans and supporting documents that you submit are considered to be public information. Portions of the information may be classified as non-public if you provide specific reasons that would permit the City to conclude that they are trade secrets. 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. Exterior work authorized by a building permit issued in accordance with the Minnesota State Building Code must be completed within 180 days of permit issuance. CALL BEFORE YOU DIG. Call Gopher State One Call at(651)454-0002 for protection against underground utility damage. Call 48 hours before you intend to dig to receive locates of underground utilities. www.000herstateonecall.orq I hereby acknowledge that this information is complete and accurate;that the work will be in conformance with the ordinances and codes of the City of Eagan; that I understand this is not a permit, but only an application for a permit, and work is not to start without a permit; that the work will be in accor nce with the approved plan in the case of work which requires a review and approval plans. /// x atti Applicant's Printed Name Ap icant's Signature L DO NOT WRITE BELOW THIS LINE SUB TYPES ,,e Foundation _ Fireplace — Porch(3-Season) _ Exterior Alteration(Single Family) Single Family _ Garage _ Porch(4-Season) _ Exterior Alteration(Multi) _ Multi _ Deck _ Porch(Screen/Gazebo/Pergola) _ Miscellaneous 01 of_Plex — Lower Level _ Pool _ Accessory Building WORK TYPES New _ Interior Improvement _ Siding _ Demolish Building* Addition _ Move Building _ Reroof _ Demolish Interior Alteration _ Fire Repair _ Windows __ Demolish Foundation Replace Repair Egress Window _ Water Damage Retaining Wall *Demolition of entire building-give PCA handout to applicant — DESCRIPTION Valuation ___jw Occupancy G -7 MCES System Plan Review / Code Edition gai3' SAC Units -' (25% 100%v/) Zoning 72-x1 City Water Census Code &Ste Stories Booster Pump #of Units I Square Feet PRV #of Buildings ! Length Fire Suppression Required — Type of Construction 'ip Width REQUIRED INSPECTIONS Footings (New Building) Meter Size: Footings (Deck) Final/C.O. Required Footings (Addition) Final/No C.O. Required `" Foundation Foundation Before Backfill HVAC_Service Test Gas Line Air Test_Hood Roof: _Ice&Water Final Pool: _Footings Air/Gas Tests _Final Framing 30 Minutes 1 Hour Drain Tile Fireplace: _Rough In Air Test _Final Siding: _Stucco Lath Stone Lath Brick_EFIS Insulation Windows Sheathing Retaining Wall: _Footings_Backfill_Final Sheetrock Radon Control Fire Walls Fire Suppression: _Rough In Final Braced Walls Erosion Control Shower Pan Other: Reviewed By: /1/ , Building Inspector fl RESIDENTIAL FE- Base Fee 73 ? Surcharge Plan Review 67 " MCES SAC City SAC Utility Connection Charge S&W Permit&Surcharge Treatment Plant Copies TOTAL Page 2 of 3 For Office Use , C � ,`; ;i. �, Permit#. /S : cj�c EAGAN PerrnitFee Date Received: _6 _, 3830 PILOT KNOB ROAD I EAGAN,MN 55122-1810 CE I V E ;651)675-56751 TOO:(651)454-8535 i FAX:(651)675 Staff buildinginsoectionsecitvofeaoan,com FEB 0 6 2019 L 2018 RESIDENTIAL B DING PER APPLICATION Date: Site Address: Unit#: • F hS LO) 1oa .7� /3 Name: I t _ ��1 , i /� Phone' -ident/ 1 -OW tAddresslpyp:_ ° ; it Gcl/41;in J ' `'`-'� 1t'' 3 # Applicant is: —Owner V_Contractor IN'TO?/?E_LS k,(.4 Type of Work i work:Description of ;�j + l ede �e r .le i 1 Construction Cost D Multi-Family Building:(Yes_I No ' ) i • ; i MN /y i Compan ,__../__./i /`L.._I . ' / _ _ ./i i ' ' ' 4 a ontact C , • ' Address:im33S Gish / city: �� "..e,J) I Contractor " oo p / i iSta�Tip:55355Phone: Js50Z29Em.'• n!/ -" /, _i , ,ie,,O . l )�/` /spa ; 1 License#:,�t!i 7 Via V / Lead Certificate#:N1076� c?'�, 1 If the project is exempt from lead certification,please explain why: 3ui'i,.r rig ?3 COMPLETE THIS AREA ONLY IF CONSTRUCTING A NEW BUI e • = f In the last 12 • • i as the City of Eagan issued a permit for a similar plan base• - master plan? Yes No If yes,date and a••(- - • er plan: ! Licensed Plumber. Phone: • Mechanical Contractor Phone: i ' Sewer&Water Co or. Phone: Fire pression Contractor. Phone: ' NOTE:Plans and supporting documents that you submit are considered to be public information. Portions of the information may classified as non-public if you provide specific reasons that would permit the Cy to conclude that they are Lade secrets. 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.citvofeaean.comisubscriibe. Exterior work authorized by a building permit issued In accordance with the Minnesota State Building Code must be completed within 180 days of permit issuance. CALL BEFORE YOU DIG. Call Gopher Sete One Call at(651)454.0002 for protection against underground utility damage. Call 48 hours before you intend to dig to receive locates of underground utilities. www,aooherstateoneeall.erq l 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 accoor�rd��ance with the approved plan in the case of wort which requires a review and approvalal`of plans. x C htishi c Sm;4.A x [�I"%�: �G� Applicant's Printed Name Applicant's Signature 'd 900E 'oN JV8E: l l 6106 '9 lad / /s S 9 6 DO NOT WRITE BELOW THIS LINE � / 7` &Mack-1 /v h V$UB TYPES — — — Foundatlon Fireplace Porch(3-Season) Exterior Alteration(Single Family) Single Family _ Garage _ Porch(4-Season) _ Exterior Alteration(Multi) — Multi — Deck _ Porch(Screen/Gazebo/Pergola) _ Miscellaneous _ 01 of_Plex — Lower Level — Pool _ Accessory Building WORK TYPES — New _ Interior Improvement _ Siding _ Demolish Building* Addition _ Move Building _ Reroof _ Demolish interior Alteration _ Fire Repair _ Windows _ Demolish Foundation Replace rt Repair _ Egress Window _ Water Damage Retaining Wall *Demolition of entire building-give PCA handout to applicant DESCRIPTION Valuation Occupancy .CRC - / MCES System _ Plan Review Code Edition Apo SAC Units - (25%_100%_) Zoning 12 -t City Water - Census Code 4 3 4 Stories - Booster Pump #of Units I Square Feet PRV - #of Buildings I Length -- Fire Suppression Required Type of Construction J4 Width REQUIRED INSPECTIONS Footings(New Building) Meter Size: Footings(Deck) Final/C.O. Required Footings(Addition) Final/No C.O. Required Foundation Foundation Before Backfill HVAC_Service Test Gas Line Air Test_Hood Roof:_Ice&Water _Final Pool: Footings _Air/Gas Tests _Final Framing 30 Minutes 1 Hour Drain Tile Fireplace:_Rough In Air Test _Final Siding:_Stucco Lath _Stone Lath _Brick_EFIS Insulation Windows Sheathing Retaining Wall:_Footings_Backfill Final Sheetrock Radon Control Fire Walls Fire Suppression: Rough In_Final Braced Walls Erosion Control Shower Pan Other: Reviewed By: , Building Inspector RESIDENTIAL FEES Base Fee 7 -- Surcharge Plan Review MCES SAC City SAC Utility Connection Charge S&W Permit&Surcharge Treatment Plant Radio Meter Read Copies V %,:i X , d�-S TOTAL Page 2 of 3 203 LITTLE CANADA ROAD SAINT PAUL SUITE RECEIVED MINNESOTA 55117 MAR 11 2019 TEL: 651-490-9266 FAX: 651-490-9265 wit ©xr © NA TEE PROFESSIONAL ENGINEERING CONSULTANTS INCORPORATED March 7, 2019 MS Relocation Services, Inc. John Sadusky 2108 E. 43rd St. Minneapolis, MN 55407 Subj: Basement Walls 4374 Garden Trail l2` fi.A- i/r- # /53Slit Eagan, MN PEC #5205 Dear Mr. Sadusky: A few weeks ago we had conducted a visual review of the basement wall condition at the above referenced house. It is our understanding you are performing extensive renovation activities to the structure and will eventually offer it for sale. You had contacted our firm because some of the bed joints in the concrete block masonry foundation wall construction were evident, indicating at some time in the past the soil pressures from the exterior backfill materials had exceeded the flexural strength of the wall construction and had started to fail the front, rear, and side wall of the basement wall system. You then requested our engineering assistance. We examined the foundation wall construction on January 19, 2019, and sent you a report on January 20, 2019. We concluded the observed distress had occurred very early in the life of the 1973 structure when the exterior backfill soils were settling and were receiving roof drainage into the backfill region. As the backfill soils tightened up, they became less permeable and took on less roof drainage, but the initial foundation wall damage had by then occurred. At this point in time,it did not make any sense to attempt to re-straighten the walls. Instead, the most reasonable corrective action was advised in our January 20th report. In the last few weeks you hired a qualified masonry contractor to cut access ports in the block masonry, insert vertical reinforcing steel in the several masonry cuts and grout the three basement walls from footing to top of wall construction. In addition, you directed our firm to inspect the repair work and report our observations to the City Building Official. RECEIVED p. 2 MAR I 1 2019 Typically, the building inspection departments receive this information and maintain it in a file for this type of corrective activity. Over the past two weeks, we returned to the foundation repair work and observed the repair process. This morning we again visited the property to observe the completed repair work. The masonry walls had previously experienced slight (1/4") joint separation below the third block course. The block walls were reinforced and grouted,finally setting in place approximately 8" x 8" face shell soaps to reestablish integrity in the masonry wall construction. In addition, the contractor installed an interior drain tile system as an extra precaution for the front wall of the building. It is our understanding you will also install perimeter gutters for the house with downspouts and extension exits which will empty at least 6' beyond the foundation wall construction and well beyond the backfill zone. We further understand you will re-grade over the former backfill zone so that the property will have definite drainage away from the building. Based on our observations throughout the repair process, it is our opinion the corrected and reinforced foundation wall construction now has a strength which far exceeds the original construction and normal foundation wall strength for the building basement system. The repaired walls now have a nearly plumb and planar configuration with less than 1" departure from original construction. The repair work was of very good quality. Respectfully, Professional Engineering Consultants, Inc. /00/ :, Brian R. Dobie, P.E. = ,O. t, � President �4. .••••d•: /F ear Cc: Jeff Wheeler , , �Q• 0, Building • Inspector p • FNS , "' : p City of Eagan '� J'' 9/ Agt f •o..,,•• �, • '� of NO* G . For Office Use ° � • r Permit / 6&3 EAGAN a�°, ,r_, /� ^axe, Permit Fee: ECEIVE �-� - 9 Date Receives:. 3830 PILOT KNOB ROAD I EAGAN, MN 55122-1810 n (651)675.56751 TOD:(651)454-8535 l FAX:(651)67556 MAY 21019 Staff: -j(f1 _.J' buildingirsoections(a�citvofeasan.com L BY: 2018 RESIDENTIAL � BUILDIN APPLICATION Date: .'5 f 23 /7 Site Address: `/7 3, I dell 7l^ .L Unit#: Name: i in Phone: I u 6- Resident/ i ' I i -—••—•-0 - i Address/pity/.Trp: / ',;.d/_/_/ /- / .. Ai 1 Applicant is: _Owner )(Contractor 15 — / G)1- i S.< u; Type of Work Description of work: 5,.3 /� 7U/! Citi '/ �� 1 1! Construction Cost / OSG Multi-Family Building:(Yes_/No ' 4 Company 41-07 ,RC2 . ?.,.. f,C tact ( " / A '!� Contractor Address: `1433,5 Us i2IU I�j City: pry ) State Zip:,5,5355 Phone: ,5 0/�7Em • 4! !. _i . „eels. .' /�/y /� �[pp /J J,/ i License;g:.6 e 7 Wager ge / Lead Certificate r v 7746 3-9 . If the project is exempt from lead certification,please explain why: 1 COMPLETE THIS AREA ONLY IF CONSTRUCTING A NEW BUI In the last 12 • .as the City of Eagan issued a permit fora similar plan base master plan? 1 Yes __No If yes,date and ao• - -• ter plan: ! s Licensed Plumber. Phone: A Mechanical Contractor: ?hone: i 'I Sewer&Water Co •- •r. Phone: . Fire -•pression Contractor: Phone: NOTL Plans and supporting documents that you submit are considered to be public information. Portions of the information may be classified as non-public if you provide specific reasons that Would permit the City to conclude that they are bade secrets. i You may subscribe to receive an electronic notification from the City of proposed ordinances by signing up for an email update on the Citys website at www.c�tyofeagan.com/subscribe, Exterior work authorized by a building permit Issued in accordance with the Minnesota State Building Code must be completed within 180 days of permit issuance. CALL BEFORE YOU DIG. Call Gopher State One Call at(651)456.0002 for protection against underground utility damage. Call 48 hours before you intend to dig to receive locates of underground utilities. www.00aherstateonecall.orq • 1 hereby acknowledge that this information is complete and accurate;that the work will be in conformance with the ordinances and codes of the City of Eagan:that I understand this is not a permit, but only an application for a permit,and work is not to start without a permit;that the work will be in accordance with the approved plan in the case of work which requires a review and approval of plans. x 2httsih.5 Sty,/•41-, X e 44 12 Applicant's Printed Name Applicanrs Signature • S/ti 'd '°N Ad80:8 6LOZ '8l '1"1,1 r5--566-- DO NOT WRITE BELOW THIS LINE / SUB TYPES 3-76-( &'E--i& j L , _ Foundation _ Fireplace _ Porch(3-Season) _ Storm Damage Single Family _ Garage _ Porch(4-Season) _ Exterior Alteration(Single Family) _ Multi _ Deck _ Porch(Screen/Gazebo/Pergola) _ Exterior Alteration(Multi) _ 01 of_Plex _ Lower Level _ Pool _ Miscellaneous Accessory Building WORK TYPES New _ Interior Improvement _ Siding _ Demolish Building* _ Addition _ Move Building _ Reroof _ Demolish Interior ( Alteration _ Fire Repair _ Windows _ Demolish Foundation Replace _ Repair _ Egress Window _ Water Damage Retaining Wall *Demolition of entire building—give PCA handout to applicant DESCRIPTION OD Valuation '44-11:751--‘ ` Occupancy ,r1"--( MCES System Plan Review Code Edition 0f 5 SAC Units (25% 100% NO Zoning 11/'1 City Water Census Code (� Stories Booster Pump #of Units Square Feet PRV #of Buildings Length Fire Sprinklers Type of Construction , Width REQUIRED INSPECTIONS �� ii,,�� Footings(New Building) Sheetrock Footings(Deck) Final/C.O. Required Footings(Addition) y., Final/No C.O. Required Foundation HVAC \jDrain Tile Other: i� Roof:_Ice&Water _Final Pool:_Footings Air/Gas Tests _Final Framing Siding:_Stucco Lath _Stone Lath _Brick Fireplace:_Rough In Air Test _Final Windows Insulation Retaining Wall:_Footings_Backfill_Final Meter Size: Radon Control `'� Erosion Control Reviewed By: L ,Building Inspector RESIDENTIAL FEES Base Fee / ��` Surcharge 01! � Plan Review 21 v Ob MCES SAC City SAC r+''Y Utility Connection Charge SSW Permit&Surcharge Treatment Plant Copies TOTAL Page 2 of 3