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1485 McCarthy RdCITY OF EAGAN Remarks Addition Oslund Timberline. Lot 2 'sik 3 Parcel ?10 55300 020. 03 ? Owner ??"?N ??-• 1-G"-J Street 1485 McCarthY Rd. State Eagan, MN 55121 Improvement Date Amount Annual Years Payment Receipt Date STREET SURF, a, TREETAESTOR.pgvlIIg 1971 $886.00 88.60 10 GRADING yb SAN SEW TRUNK 1968 100. 00 3.33 30 4e SEWERLATERAL 197O ZOO$.O IOO.Z f7?,n'7 ?/ T _ ? * WATERMAIN O 20 WATER LATERAL WATER AREA * STORM SEW TRK 1970 20 STOHM SEW LAT CURB & GUTTER SIDEWALK STREET LIGHT WATER CONN. BUILDING PER. SAC PARK ?% 2007 RESIDENTIAL BUILDING PERMIT APPLICATION City Of Eagan 3830 Pilot Knob Road, Eagan MN 55122 Telephone 9 651-675-5675 FAX # 651-675-5694 New Construction Reauirements 3 registered site surveys showing sq. R of lot, sq. (t of house; and all roofed areas (20°h maximum l01 cwerage ailowed) 1 Sails Report if proposed buildirg is lo be placed on distur6ed sal 2 copies of plan showing beam & window sizes; poured found design, etc. 1 set of Energy Calcula6ons 3 copies of Tree Preserra6an Plan i( lot plat[ed after 711193 Rim Joist Detail Opfions selection sheet (buildings with 3 orless units) Mi cham 'cal 61 6 f rm RemodNlReoair Reauirements Ofliee'lke Onlv 2 copies of plan showing footings, beams, jofsts Certof Survey Recd ' _ Y._ N 1 set of Energy Calcula6ons for heated addidons Solls RepoA ' _ Y_ N 1 site survey for addl6ons 8 decks Tree Pres Plan Rend _ Y_ N, Addition - irMkate 'rf on-sife sepfic system Tree Pres Reguired _ Y` N Oo-sile Sepdc Syslem _Y _ N nnegasco me ven a on o o?a 3 Plans are considered public information unless ou state the are trade secret an the reason. Date 10 /.5-_ 1-al- Construction Cost O Site Address 14$5 Me4A?Z-?? (? ( Uait/Ste # fk N( J sl:?,l Description of Work Multi-Family Bidg _ Y_ N Fireplace(s) _ 0 2 Property Owner kAE K46e? Telephone #(4! a) Q,D'Z - 9933 Cantractor jOE vqbe?g Address S'AhtE CitY State 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 Worksheet • New Energy Code Worksheet (J submisslon type) Submitted Submilted . Energy Envebpe Calculations Submitted In the last 12 months, has the City of Eagan issued a permit for a similar plan based on a master pian? _ Y _ N If yes, date and address of master plan: Licensed Plumber Mechanicai 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 approv lan in the case of iew and approval of p(ans. i? ?? Mv O ,J aE ?,uO-4 Appiicant's Printed Name s Signature QCT 0 5 2007 , DO NOT WRI1'E BELOW THIS LTNE Sub Tvpes 0 01 Foundation ? 02 SF Dweiling ? 03 01 of _ plex 13 04 02-plex ? 05 03-plex ? 06 04plex Work Tvaes ? 31 New 1)6-- 32 Addition ? 33 Atteration ? 34 Replacement ? 07 OS-plex ? OS 06-plex ? 09 07-plex ? 10 08-plex ? 11 10-plex ? 12 12-piex ? 13 16-plex ? 16 Firepiace ? 17 Garage X 18 Dedc ? 19 Lower Level ? 20 Pool ? 30 Accessory Bldg ? 21 Porch (34ea.) ? 31 Ext. Alt - Multi ? 22 PorchlAddn. (4sea.) ? 33 Ext. AR - SF ? 23 Porch (screeNgazebo/pergola) ? 36 Muki Misc. ? 24 Storm Damage ? 25 Miscellaneous ? 35 int Improvement ? 38 Demolish Interior ? 44 Siding ? 36 Move Building ? 42 Demolish Foundation ? 45 Fire Repair ? 37 Demolish Building• ? 43 Reroof ? 46 VVindows/Doors 'Demolition (Endre Bldg) - Give PCA handout W applicant DeSCI'Iptlon: Water Damage _ Yes Valuation Pian Review ?C 100% or 25% Census Code ? G SAC Units # of Units # of Bldgs Type of Const Occupancy A& ? MCES System Zoning City Water Stories Booster Pump Sq. Ft. PRV Length Fire Sprinklered Width Footings (new bldg) ? Footings (deck) _ Footings (addition) Foundation Drain Tile Roof Ice & Water Final _ Framing _ Fireplace _ R.I. _ Air Test _ Final Insulation REQUIRED INSPECTIONS _ Sheetrock FinallC.O. ? Final/No C.O. HVAC Other _ Pool Ftgs _ AidGas Tests Final _ Siding _ Stucco Lath _ Stone Lath _Brick _ Windows _ Retaining Wall Approved By: Building Inspector Base Fee Surcharge Plan Review MC/ES SAC Cit SAC y Utiiiry Connection Charge f S&W Peimit & Surcharge Treatment Plant.- License S:earch ' Copies Other 3 TotaF / 4?-'0'0 6 f-rs REPORT OF: EXCAVATION OBSERVATION Project: 7oseph Kubes 1485 McCarthy Road Eagan, Minnesota 55122 N o r t h f 1 e 1 d Reported To Minnesota Land Surveying Civil Enaineering Joseph Kubes 1485 McCarthy Road Eagan, Minnesota 55122 nate: i i-2-o7 MBI: N7639/N7662 fvo-') Copies To: , Ryan Bandy Construction ? ,_C-ity_of-Eagan - Bidg-inspections ?-- INTRODUCTION Geotechnical Enguieering This report coiicerns our observations of proposed deck to be constructed on the Conshuction Material Testing Environmental Services Minnesota. nortll and northwest sides of the building located at 1485 McCarthy Road in Eagan, Mr. Joseph Kubes, ow7ier of the property, requested us to perform the following: 1. Observe the soils exposed by the post excavations 2. Provide a written report summarizing our work. !D? I? NOU Y 9 20 7 CONCLUSIONS Based upon our shallow hand-auger borings and visual observations, it is our opinion the postholes have been extended to suitable soils, capable of supporting the 2,000-psf deck load. The excavations were made into fill materiais placed during soil corrections for the building foundation. Some of the postholes contained loose or wet fills that collapsed in from the sidewalls. The contractor was informed to compact the material that was dry and remove the wet materials from beneath the posts. The City of Eagan Building Inspector was informed of the site conditions so they could verify the posthole 1604 Riverview Lane excavations were suitable. Northfield, MN 55057 Te1.507.645.0964 Fax. 507.6452842 e-mail. mlc@mbi-nf.com Established 1995 REPORT OF: EXCAVATION OB5ERVATION PROJECT: 1425 McCarthy Road, Eagan, MN DATE: 11-2-07 PAGE: 2 MBI #: N7639/N7662 McGhie and Betts observed removal of unsuitable soils and the placement and compaction of fill materials during the building soil corrections. The fill materials encountered for the deck support was similar to the fills noted being placed for the building foundation. A hand auger was pushed into the bottom of each posthole, and it was determined that the deck piers could support the proposed 2,000 psf load. As noted, 3 to 4 inches of loose fills that fell in from the sides needed to be recompacted or removed from the postholes. It was our understanding that the City of Eagan was going to verify this during their site visit on Nov 2, 2007. BACKGROUND INFOKMATION We understand the work being performed at this site is for the construction of a new deck far the building located at 1485 McCarthy Road. The information provided to us indicated that the decking would be of wood construction and supported on concrete piers. A maximum deck load of 2,000 psf was specified. SUMMARY OF EXCAVATION OBSERVATIONS On November l, 2007 we oUserved the soils exposed after drilling the piers. We placed a series of shallow hand-auger borings within the exposed soils to aid in judging the local subsurface soil conditions. "The soils were visually and manually classified in accordance with the USCS and estiinates were made of their strength properties. The soils exposed were primarily fill materials consisting of silty lean clays with sand. The exposed soils did not appear significantly disturbed and were judged to be suitable for support of the deck or placement of engineered fill. REPORT OF: EXCAVATION OBSERVATION PROJECT: 1425 McCarthy Road, Ea.-an, MN DATE: 11-2-07 PAGE: 3 MBI #: N7639/N7662 DENSITY TESTING Due to the size limits of the piers, testing was not an option. REMARKS Work completed by us at this site has been performed in accordance with normal engineering standards in effect at this time and place. Other than this, no warranty is implied as to the grading work. Our observations and conclusions are based upon the plans and specifications that existed at the time the fieldwork was completed. Any changes in the plans or specifications may result in this report being void. McGhie & Betts must be made aware of any revisions or additional plans and specifications in order to detennine the validity of this report. BY: Mark W. Osborn, P.E. Geotechnical Engineer This report has been proofread by: /?l -2"'ts_ Barry J. Hentz Northfield Branch Manager MWO/nawo ! V -% LOT SURVEY CHECKLIST FOR RESIDENTIAL BUILDING PERMIT APPLICATION B IC?'.K 3? Qslumd Tj1ti.??f ? Yl e, /A????? s?'1 PROPERTY LEGAL: I? ? DATE OF SURVEY: 9111JOb LATEST REVISION: a ? c R s U ? O z a DOCUMENT STANDARDS Jd' ? 0 • Registered Land Surveyor signature and company ? ? . Building Permit Applicant ?? '0' • Legal description _ SL? lc1 be. $ka 3 ? ? ? • Address ? ? ? • North arrow and scale ,B ? ? • House type (rambler, walkout, split wlo, split entry, lookout, etc.) ,PI ? ?' • Directional drainage arrows with slope/gradient % ?? ? . Proposed/existing sewer and water services & invert elevation ,J?' ? ? • Street name ,Z ? D • Driveway (grade & width - in R/W and back of curb, 22' max.) z ? 0 • Lot Square Footage 'z- ? ? • Lot Coverage ELEVATIONS Existin ? ? ? • Property corners ,a ?? . Top of curb at the driveway and property fine extensions ??? • Elevations of any existing adjacent homes ?? • Adequate footing depth of structures due to adjacent utility trenches ? ? ? • Waterways (pond, stream, etc.) Proposed fd ? ? • Garage floor ? ? ? • Basement floor 'z ? ? • Lowest exposed elevation (walkouUwindow) ,? ? ? • Property corners ,e' ?? • Front and rear of home at the foundation PONDING AREA (if applicabie) ? 0 • Easement line ? f? ? • NWL ? ,0' ? • HWL ? 10 ? • Pond # designation ? JR ? • Emergency OverFlow Eievation ? 'z 0 • PondNVetland buffer delineation Y . Shoreiand Zoning Overlay District Y ? • Conservation Easements DIMENSIONS ?d ? ? • Lot lines/Bearings & dimensions ??I ?? • Right-of-way and street width (to back ocurb) ?? • Proposed home dimensions including any proposed decks, overhangs greater than 2', porches, etc. (i.e. all structures requiring permanent footings) ?R1 ?? ? Show all easements of record and any City utiiities within those easements- Sl.bc?f?c.de) S/?e es&4 ?f ?? • Setbacks of proposed structure and 'dey rd setback of adjacent existing structures L'nk p2r plc*_ ? 0 0 • Retaining wall requirements: Reviewed By: Date1?Z ? G:/FORMSIBuilding Permit Appfication Rev. 11-26-04 ., - , °7 6063 q 2006 RESIDENTIAL BUILDING rEx?vuT APrLicaTION??? Cit3' OfEagan ?71f 76o?s 7 3830 Pilot Knob Road, Eagan MN 55122 5 f9 ? Telephone # 651-675-5675 FAX # 651-675-5694 4?& New ConsWction Reauirements 3 regislered site surveys showing sq. ft. of lot, sq. ft. of house; and all roofed areas (20°h maximum lot coverage allowed) 1 Soils Report if proposed building is to be placed on disturbed soil 2 copies of plan showing beam & wjndow sizes; poured found design, etc. 1 set of Energy Calcula6ons ? 3 copies of Tree PreservaGon Plan i( lot platted after 711/93 (? ?C Rim Joist Detail Options selection sheet (buildings ' 3 or less units) ? Minnegasco mechanical ventilaUon form . RemodeUReoair Reauirements 2 copies of plan showing tootings, beams, joist5 1 set W Energy CalculaUons for heated additions 1 site survey for additans & decks Addition - indicate N on•sfte sepfic sysfem S0,1 70" Date Construction Cost oL•.v SiteAddress - (?950 MCCkc'.T!ly ? . UniUSte # T •:? r! OS ?w?.?r?? ?9-- L 2. • Description of Work ??vV ??E- ?/l?•'S? K.?RC%"??? Multi-Family Bldg _ YX N Fireplace(s) _ 0 X 1 _ 2 Property Owner ?E KU 60S Telephone # ( (,/Z ) $6:2 ? y$33 Contractor JDc .Address City State ZipUSs1 13 Telephone # ( ? ? ? ?!?',? ? -1j? 3 3 C'?nlSuc.TwJ , 1 .. 1- v; l(,? 4l Jl 7? 3-'7! 3 COMPLETE THIS AREA ONLY IF CONSTRUCTING A NEW BUILDING - Energy Code Category Minnesota Rules 7670 Cateeorv 1 Minnesota Rules 7672 .y? A' Al1 D . Residential Ventilation Category 1 Worksheet • New Energy Code WorKsheet (J submission type) Submitted Submitted ? I / . Energy Envelope Calculations Submitted In the last 12 months, has the City of Eagan issued a permit for 'lr planoEio a master plan2 r/0 ? _ Y _IX N If yes, date and address of master pl Licensed Plumber 1241YI&VIL 4?6a:'1 lephone #((?,Si) ?303' Mechanical Contractor ????( Ait Telephone # (`jS'r2) '7'fG. f I Sewer/Water Contractor ???.,?, ??wywTelephone #((u'SI} 313 ' Jr3?- 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 applieation 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. { d j J+J ??V 5r?? i- ? (?74 -__? Ku 625' yj" ' Applicant's Printed Name Ap ' t's Signature DO NOT WRiTE BELOW THIS LINE Sub Tvpes r ? 01 Foundation ? 07 05-plex ? 13 16-plex ? 20 Pool ? 30 Accessory Bldg ? 02 SF Dwelling ? 08 06-piex ? 16 Fireplace ? 21 Porch (3-sea.) ? 31 Ext. 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 (screen/gazebo/perola) ? 36 Multi Misc. O 05 03-plex ? 11 10-plex ? 19 Lower Level ? 24 Storm Damage ?" 06 04-plex ? 12 12-plex ? ,25 Miscellaneous 71- ? 35 Int Improvement ? 38 Demolish Interior ? 44 Siding ? 32 Addition ? 36 Move Building ? 42 Demolish Foundation ? 45 Fire Repair ? 33 Alteration ? 37 Demolish Building* ? 43 Reroof ? 46 Windows/Doors ? 34 Replacem0nt 'Demolition (Entire Bldg) - Give PCA handout to applicant DeSCPipti011: Water Damage _ Yes Valuation &4170 Occupancy MCES System Plan Review 100% or 25% Census Code Zoning ? City Water SAC Units Stories ? Booster Pump ? # of Units 1 Sq. Ft. PRV #.of Bldgs ? Length ? Fire Sprinklered -_' .- Type of Const Width ? REQUIRED INSPECTIONS Footings (new bldg) $heetrock _ Footings (deck) ?C FinaUC.O. Footings (addition) _ FinaUNo C.O. ' ,. . .?C Foundarion _ HVAC r, Drain Tile Other ? Roof - Ice & Water Final Pool Ftgs Air/ ests _ Final ?Fcaining _ Siding _ Stucco Lath ?( Stone La Brick ?.? Fire?laoe•p? R.I. ?C Air Test%( Final _ Windows ? IRsulation Retaining Wall Approved By: Building Inspector ---------------------- - --- -- - - ------- ---------------------------------------------------------------- - ------------------------- - ---------------------- Base Fee '0 Surcharge Plan Review MC/ES SAC City SAC Utility Connection Charge rn O S&W Permit & Surcharge j?_??S ?+ j y.'qo ? ( I ?? Treatment Plant ? ? ? ? ? „ . License Search lg ?'Pti? Ci `? ? 39 Copies lJ t3A- "3-{T?L, Other ??? f c? O? 3?' UI / b?90 Total ?,I'?o 0? - --??--,0 71 11 ?- ork T es 31 New ? Voigt & Associates, Inc. STRUCTURRL ENGI.NEERINGSERYfCES ? 4635 NICOLS RD. SUITE 204 EAGAN, M1V 55123 - PH. (651) 686-7727 FAX. (651) 686-8444 Thursdap, Novemher 16, 2006 Mr. Ray Milier RE: Kubes Lot 2 Dear Mr. Miller: As per your request I have revietived your ptans and analyzed the footings and faindatiaa wails and 6'-0° opening in the rear wall at Qie garage area. I have assumed thal the soi] is sandy clay (Group I1)• The following is required: • Fooling, fmnt and rear walls: 24" w'ide M• 10" deep, minimum with 2- #4 rebar. • Footing, side walls: lb" wide by IO" deep (or 20" x 8"), minimum with 2- 94 rebaz. . Faundation: 8" (minimum) cast in place conerete wali with #6 rebar au SG" o.c vertically (or #4 rebar al 18"o.c. verlicalty) and 444 rebar horizontally. Concrete in the wall must be 300 PSl minimum. • Lintel over 6'-0" opening: W 8 x 15 Grade 50 with standard bearing plates and bottom plate. • Precast plank is designed ky supplier and adequete to carry• die londs. Plank ck-itl be dowe3ed iiito the top of the uralls. The information and opinions contained herein are based upon the limited investigation described at the beginning of this report No warran[ies are expressed or implied cegarding the eustence of otEier unknovin conditions not specifically addressed. Qur work is in accordance with generally accepted engineering standazds aad is not intended to be relied upon or transferred to individuals other fltan the addressee. ShouSd information or conditions become known wfiich differ from the discussion herein, they rnay aRer the opinions or conclusions oFthe undersigned. Please call if wu 6ave anry questions. Sincerely, Paul W. Voigt PE cxt;Ty i ? ?c . t-N S t?t +,? p?. 8??':.?xa0, X?r? ?'? (w report was F ? bp me or undar ? ?P?' dirmt BuDarv7sior. ,%ncz Lbat I art Pi'0f8&3l.,?`a1 4't#L. 09 ??tbo SUM of Mj?n= 6J( ? `? r a.ao-r+? 8rf `t lrL: KL- e?as we?ft?i? fl Report Of: Excavation Observation Project: Lot 2/ Block 3 Date: June 9, 2006 Oslund-Timberline Addition CliendMBI: N1298/N6240 N o r t h f i e I d Eagan, 1VIN M i n n e s o t a Cod 1604 Riverview Lane Reported To: Millerville Inc. Copies To: Northfield, MN 55057 1566 Murphy Parkway Bandy Excavating rei. 507.645.0964 Eagan, Minnesota 55122 City of Eagan Fax. 507.645.2842 e-mail. mlc@mbi-nf.com Attn: Mr. Ray Miller (Building Inspections) EQUaI Opportuniry Employer INTRODUCTION c This report concerns our observation of soil conditions for the ? proposed construction of a new residential structure located on Lot 2Block 3 of the Oslund-Timberline Addition in Eagan, Minnesota. Mr. Ray Mi(ler, the property owner and developer, requested us to perform the following: 1. Observe the soils exposed by the excavations. 2. Perform compaction testing on a will call basis. 3. Provide a written report sununarizing our work CONCLUSIONS Based upon our shallow hand-auger borings and visual observation?s, it is our opinion that the unsuitable soils have been removed from the foundation support area and that the excavation was extended to the natural silty clays, sandy silts, and silts with sand. It is our understanding that the residential building pads are to be designed for an assumed soil bearing capacity of 2,000 psf, as required by the City of Eagan building code standards. `L'^ Li g NOV 14 2006 Report Of: Excavation Observation Project: Lot 2Biock 3 of the Oslund-Timberline Addition- Eagan, MN Date: June 9, 2006 PAGE: 2 Client/MBI #: N 1298/N6240 For this assumed soil bearing stress, it is our opinion that the foundation and slab support system could be placed upon an engineered fill at least 4' in thickness. Based upon our shallow hand-auger borings and visual observations, it is our opinion that the foundations and floor slabs will be placed upon suitable engineered fill. Where unsuitable soils were encountered, they were excavated and replaced with engineered fill. You should be aware that the exposed silty clays, sandy silts, and silts with sand could easily be disturbed by construction traffic, especially in wet conditions. Furthermore, with below freezing temperatures, these soils may freeze if not protected. In either case we recommend any such disturbed or frozen soils be removed prior to footing or floor slab placement. It is important to review the fill limits and total depth of fill when placing structures upon compacted fill and when filling the excavation. The location of the footings must allow for at least a 1:1 slope from the bottom of the footing to the outside limits of the engineered fill. It is important to check this at the time of construction and to assure that during filling unsuitable soils do not encroach within the 1:1 limits and extending downward and outward from future footines. Subsurface exploration was not performed for this project; therefore our comments are based solely on the soils observed by the excavation. The risk of unsuitable subsurface conditions and potential settlement below the excavation depths observed must be understood and assumed by the owner. This report does not replace a formal geotechnical investigation and report. Report Of: Excavation Observation Project Lot 2113lock 3 of the Oslund-Timberline Addition- Eagan, MN Date: June 9, 2006 PAGE: 3 Client/MBI #: N1298/N6240 BACKGROUND INFORMATION During our field visits we were informed by Ray Miller that the proposed construction at this site will be a two-story residential structure with a full basement, wood framed walls and a wood truss roof system. The building will be supported upon shallow spread footings to frost depth. The City of Eagan requires that residential buildings have a minimal soil bearing capacity of 2,000 psf. The City of Eagan also requires that any new fill needed to raise the area to final grade be compacted to at least 95% of ASTM D 1557, the Modified Proctor. It is our opinion that the foundation will be placed upon an engineered fill of at least 4' in thickness on top of the native soils. SUMMARY UF EXCAVATION OBSERVATIONS Between the dates of May 22, 2006 and May 25, 2006 we observed soils exposed after stripping of the unsuitable soils. We placed a series of shallow hand-auger borings within the exposed soils to aid in judging the local subsurface soil conditions. The soils were visually and manually classified in accordance with the USCS and estimates were made of their strength properties. Our hand-auger borings and observations indicated the exposed soils were mostly siity clays, sandy silts, and silts with sand. The exposed soils did not appear significantly disturbed and were judged to be suitable for engineered fill placement, and foundation support. Report Of: Excavation Observation Project: Lot 2Block 3 of the Oslund-Timberline Addition- Eagan, MN Date: June 9, 2006 PAGE: 4 Client/MBI #: NI298/N6240 DENSITY TESTING It was recommended by the City of Eagan that any fills placed beneath the foundations or floor slab be compacted to a minimum of 95% of the Modified Proctor (ASTM D1557). Copies of test reports will be sent to the City of Eagan under separate cover. REMARKS Work completed by us at this site has been performed in accordance with normal engineering standards in effect at this time and place. Other than this, no warranty is implied as to the grading work. Our observations and conclusions are based upon the plans and specifications that existed at the time the fieldwork was completed. Any changes in the plans or specifications may result in this report being void. McGhie & Betts must be made aware of any revisions or additional plans and specifications in order to determine the validity of this report. BY: This report has been proofread by: ry--. 1?10a-- Barry J. Hentz Northfield Branch Manager McGhie & Betts, Inc. Mazk W. Osbom P.E. Geotechnical Engineer McGhie & Betts, Inc. BJH/bjh MOISTURE DENSITY RELATION OF SOILS PROJECT: DATE: 5/23/2006 Oslund-Timberline Add. - Lot 2Block 3 CLIENT/MBI 111298M6240 Eagan, MN COp? N o r t h f i e I d M i n n e s o t a REPORTED TO: COPIES TO: 1604 RiveMew Lane Millervi]le Inc. Bandy Excavating Northfreld, MN 55057 1566 Murphy Parkway City of Eagan - Building Inspections Eagan, MN 55122 Tel. 507.645.0964 Fax. 507.645.2842 Attn: Ray Miller e-mail. mlc@mbi-nf.com Eaual OooorNniN Emolover METHOD OF TEST: ASTM D698 Method: Rammer Type: X Circular X ASTM D 1557 Method: C Sector SOIL CLASSIFICAT[ON: Sand, With Silt and a Little Gravel, Fine to Medium Grained, Brown (SP-SM) SAMPLE NUMBER: 1 PERCENT +#4: 93 PERCENT + 3/4: 4.1 MAXIMUM DENSITY: 133.5 OPTIMUM MOISTURE: 6.8% 135 -1--- -?- i - i - , ?---? --_ _ - -- _ . _ _. 134 133 ? ? ? ?- ; --- -;------ w 132 -----?----- -- ---- -? ------; -- ---?- - ? ? ;--- ? ? ? - i -------?- __ __- a 131 ? 130 ? - ' -----T ---- ? ? .?' 129 ----- ;--- - ? ? __,. - --- , __--- a 128 ? ' -----? , A 127 - ' ? 126 - , -?----- rt- ---?--_. _ A 125 -- ?- -; 124 , ? - -1------ 123 ? -- ? - -?------?--?---- ?---- 122 1 2 3 4 5 6 7 8 9 10 11 12 Moisture Content - % je--, ?- BARRY J. HENTZ McGHIE & BETTS, INC MOISTURE DENSITY RELATION OF SOILS N o r t h f i e I d PROJECT: Oslund-Timberline Add. - Lot 2Block 3 Eagan, MN DATE: 5/30/2006 CLIENT/MBI N1298M6240 (COPY M i n n e s o t a REPORTED TO: COPIES TO: 1604 Riverview Lane Millerville Inc. Bandy Excavating Northfield, MN 55057 1566 Murphy Parkway City of Eagan - Building Inspections Tel. 507.645.0964 Eagan, MN 55122 Fax. 507.6452842 Atfi: Ray Miller e-mail. mlc@mbi-nt.com Euual Oooortunih Emolovef METHOD OF TEST: ASTM D698 Method: Rammer Type: X Circular X ASTM D1557 Method: C Sector SOIL CLASSIFICATION: Sand with a Little Gravel, Fine to Medium Grained, Brown (SP) SAMPLE NUMBER: 2 PERCENT +#4; 14.7 PERCENT + 3/4: 4.4 MAXIMLJM DENSITY: 121.9 OPTIMLJM MOISTURE: 9.1% 123 ? -----?--- I 122 -?---- ? ----- 121 U ? ---r--- -! -- ... a 120 ----I-- - -- -- -- 119 - ; --- , '? 118 __ _ ! p ?--- ; ---- A 117 --? F -- '-- ? ? 116 ? ---- I A ? --, -;---- 114 '- --- ' ? ----?- -1--- ? ? 113 2 3 4 5 6 7 8 9 10 11 12 13 14 15 16 Moisture Content - % r? z -00a- BARRY J. HENTZ McGHIE & BETTS, INC COMPACTION TEST RESULTS Tel. 507.645.0964 Fax.507.6452842 e-mail. mlc@mbi-nLcom PROJECT: DATE: 5/25/2006 Oslund-Timberline Add. - Lot 2Block 3 CLIENT/MBI #: N1298/N6240 Eagan, MN REPORTED TO: Millerville Inc. 1566 Murphy Parkway Eagan, MN 55122 Attn: Ray Miller COPIES TO: Bandy Excavating City of Eagan - Building Inspections COPY Equal Opportunity Employer TEST NLIMBER: DATE TAKEN: SOIL CLASSIFICATION: LOCATION: ELEVATION: PROBE DEPTH: 1 2 05/23/06 05/23/06 Sand, With Silt and a Little Sand, With Silt and a Little Gravel, Fine to Medium Gravel, Fine to Medium Grained, Brovm (SP-SM) Grained, Brown (SP-SM) Proctor # 1 Proctor # 1 10' North and 10' West of 15' North and 30' West of Southeast Building Pad Comer Southeast Building Pad Stake, Lot 2Block 3 Corner Stake, Lot 2Block 3 (Engineered Fill) (Engineered Fill) 842.5' 842.0' 12" Backscatter FIELD DENSITY DETERMINATION: DRY DENSITY (pco MOISTURE CONTENT (%) PLUS #4 MATERIAL (%) SAND CONE METHOD ASTM: D1556 X NUCLEAR DENS. METH. ASTM: D2922 128.3 129.8 8.8 7.6 93 9.3 X FSTIMpTED ACTUAL LABORATORY MOISTURE-DENSITY DETERMINATION: _ ST MAX. DRY DENSITY (pcf) OPTIMUM MOISTURE (%) TEST RESULTS: REL COMP. (% OF PROCTOR) SPECIFIED MINIMUM (%) REL. MOIST. (% OF OPT.) SPECIFIED MAXIMUM (%) REMARKS: JJDARD PROCTOR ASTM D698 (METHOD ) X MODIFIED PROCTOR ASTM D1557 ( METHOD 133.5 133.5 6.8 6.8 t-ompacnon test results present the resuits oi"soil compaction at only the locations tested. No warranty is implied regarding fill compaction at other locarions. rs? ? ?'^r C): BARRY J. HENTZ McGHIE & BETTS, INC N o r t h f i e I d M i n n e s o t a 1609 Riverview Lane Northfield, MN 55057 COMPACTION TEST RESULTS PROJECT: DATE: 5/30/2006 Oslund-Timberline Add. - Lot 2Block 3 CLIENT/MBI #: N1298/N6240 Eagan, MN REPORTED TO: COPIES TO: COPY Millerville Inc. Bandy Excavating 1566 Murphy Parkway City of Eagan - Building Inspections Eagan, MN 55122 Tel. 507.645.0964 Atfi: Ray Miller Fax. 507.645.2842 e-mail. mlc@mbi-n(.com Equal Opportunity Employer TEST NUMBER: DATE TAKEN: SOIL CLASSIFICATION: LOCATION: ELEVATION: PROBE DEPTH: 3 4 05/24/06 05/24/06 Sand with a Little Gravel, Fine Sand with a Little Gravel, to Medium Crrained, Brown Fine to Medium Grained, (SP) Brown (SP) Proctor # 2 Proctor # 2 15' South and 20' West of 12' North and 15' East of Northeast Corner of Southwest Comer of Excavatioq Lot 2Block 3 Excavation, I,ot 2Block 3 (Engineered Fill) (Engineered Fill) 841.0' 841.0' 12" 12° FIELD DENSITY DETERMINATION: DRY DENSITY (pcf) MOISTURE CONTENT (%) PLUS #4 MATERIAL (%) SAND CONE METHOD ASTM: DI556 X N[ICLEAR DENS. MEfH. ASTM: D2922 120.2 119.6 6.9 7.6 14.7 14.7 X ESTIMATED pCrUq(, LABORATORY MOISTURE-DEIVSITY DETERMINATION: MAX. DRY DENSITY (pcf) OPTIMIJM MOISTURE (%) TEST RESULTS: REL COMP. (% OF PROCI'Q SPECIFIED MINIMUM (/a) REL. MOIST. (% OF OPT.) SPECIFIED MAXIMUM (%) REMARKS: 7ANDARD PROCTOR ASTM D698 (MEIHOD ) X MODIFIED PROCT'OR ASTM DI557 ( METHOD 121.9 121.9 ? 9.1 ? 9.1 98 1/2 98 95 95 t-ompacnon test results present the results of soil compaction at only the locations tested. No warranty is implied regarding fill compaction at other locations. e-2''-- i °Zs- C): BARRYJ.HENTZ McGHIE & BETTS, INC N o r t h f i e 1 d M i n n e s o t a 1604 Riverview Lane Northfield, MN 55057 COMPACTION TEST RESULTS Tel. 507.645.0964 Fax. 507.645.2842 e-mail. mlc@mbi-nf.com PROJECT: Oslund-Timberline Add. - Lot 2Block 3 Eagan, MN REPORTED TO: Millerville Inc. 1566 Murphy Parkway Eagan, MN 55122 Attn: Ray Miller 5 6 7 05/25/06 05/25/06 05/25/06 Sand with a Little Gravel, Fine Sand with a Little Gravel, Sand with a Little Gravel, to Medium Grained, Brown Fine to Medium Grained, Fine to Medium Grained, (SP) Brown (5P) Brown (SP) Proctor # 2 Proctor # 2 Proctor # 2 14' South and 16' East of 18' South and 24' West of 15' South and 13' East of Northwest Corner of Northeast Corner of Northwest Comer of Excavation, Lot 2Block 3 Excavation, Lot 2Block 3 Excavation, Lot 2/13lock 3 (Engineered Fill) (Engineered Fill) (Engineered Fill) 838.0' 840.5' 835.5' 12" 12" 12" Equal OpporturNy Empioyer TEST NUMBER: DATE TAKEN: SOIL CLASSIFICATION: LOCATION: ELEVATION: PROBE DEPTH: FIELD DENSITY DETERMINATION: snrm corrE Msr[ion nsnVt: Dissc X NUCLEAR DENS. METH. AS'I'M: D2922 DRY DENSITY (pcf) MOIST[JRE CONTENT (%) PLUS #4 MATERIAL (%) 118.7 119.7 113.8 6.2 7.4 5.6 14.7 14.7 14.7 DATE: 5/30/2006 CLIENT/MBI #: N1298/N6240 COPIES TO: COPY Bandy Excavating -,? City of Eagan - Building Inspections X ESTIMATED ACNAL LABORATORY MOISTURE-DENSITY DETERMINATION: _ $'[ANf1ARD PRb('POR ASTM INOP lMFTUnn 1 MAX. DRY DENSITY (pcf) OPTIMUM MOISTLJRE (%) TEST RESULTS: REL COMP. (% OF PROCTOR SPECIFIED MIAIIM[JM (%) REL. MOIST. (% OF OPT.) SPECIFIED MAXIMiJM (%) REMARKS: X MODIFIED PROCTOR AS'CM DI557 (METHOD C): 121.9 121.9 121.9 9.1 9.1 9.1 97 1/2 98 93 1/2 95 95 95 Lompacrion test results present the results of soil compaction at only the locarions tested. No warranty is implied regarding fill compaction at other locations. Test #7 failed to meet project specifications. BARRY J. HENTZ McGHIE & BETTS, INC N o r t h f i e 1 d M i n n e s o t a 1604 Riverview Lane NoAhfield, MN 55057 COMPACTION TEST RESULTS PROJECT: DATE: 5/30/2006 Oslund-Timberline Add. - Lot 2Block 3 CLIENT/MBI #: N1298M6240 Eagan, MN REPORTED TO: COPIES TO: Millerville Inc. Bandy Excavating 1566 Murphy Parkway City of Eagan - Building Inspections Eagan, MN 55122 Tel. 507.645.0964 Attn: Ray Miller fax.507.6452842 e-mail. mlc@mbi-nf.com Equal Opportunity Employer TEST NUMBER: DATE TAKEN: SOIL CLASSIFICATION: LOCATION: ELEVATION: PROBE DEPTH: g 9 10 05/25/06 05/25/06 05/25/06 Sand with a Little Gravel, Fine Sand with a Little Gravel, Sand with a Little Gravel, to Medium Grained, Brown Fine to Medium Grained, Fine to Medium Grained, (SP) Btown (SP) Brown (SP) Proctor # 2 Proctor # 2 Proctor # 2 18' North and 16' East of 18' North and 24' West of I S' South and 13' East of Southwest Comer of Southeast Comer of Northwest Corner of Excavation, Lot 2Block 3 Excavation, Lot 2Block 3 Excavation, Lot 2B1ock 3 (Engineered Fill) (Engineeted Fill) (Engineered Fill) 837.5' 845.5' 836.0' 12" 12" 12" FIELD DENSITY DETERMINATION: DRY DENSITY (pco MOIST[IRE CONTENT (%) PLUS #4 MATERIAL (%) SAND CONE METHOD ASTM: DI556 X NUCLEAR DENS. METH. ASTM: D2922 116.4 121.8 120.8 6.8 7.8 5.7 14.7 14.7 14.7 X ESIIMATED ACIUAL LABORATORY MOISTURE-DENSITY DETERMINATION: _ STANDARD PRO(TnR A.Sf'M n69AlMF7H[1Il 1 MAX. DRY DENSITY (pcf) OPTIMLJM MOIST[JRE (%) TEST RESULTS: REL COMP. (% OF PROCTOR SPECIFIED MINIMUM (%) REL. MOIST. (% OF OPT.) SPECIFIED MAXIMUM (%) REMARKS: X MODIFIED PROCTOR ASTM DI557 (METHOD C): 121.9 121.9 121.9 9.1 9.1 9.1 95 1/2 100 99 95 95 95 Compacrion test results present the resulu of soil compaction at only the locations tested. No warranty is implied regarding fill compacrion at other locations. Test #10 is a retest of Test #7. Test #10 meets project specifications. 0 -- . ?- BARRY J. HENTZ McGHIE & BETTS, INC N o r t h f i e 1 d M i n n e s o t a 1604 Riverview Lane Northfield, MN 55057 COMPACTION TEST RESULTS Tel. 507.645.0964 Fax. 507.645.2842 e-mail. mlc@mbi-nf.com PROJECT: DATE: 6/ 1 /2006 Oslund-Timberline Add. - Lot 2.B1ock 3 CLIENT/MBI #: N1298/N6240 Eagan, MN REPORTED TO: COPIES TO: Millerville Inc. Bandy Excavating 1566 Murphy Parkway City of Eagan - Building Inspections Eagan, MN 55122 Attn: Ray Miller Equal Opportunity Employer TEST NUMBER: DATE TAKEN: SOIL CLASSIFICATION: LOCATION: ELEVATION: PROBE DEPTH: 11 12 13 05/26/06 05/26/06 05/26/06 Sand with a Little Gravel, Fine Sand with a Little Gravel, Sand with a Little Grave(, to Medium Grained, Brown Fine to Medium Grained, Fine to Medium Grained, (SP) Brown (SP) Brown (SP) Proctor # 2 Proctor # 2 Proctor # 2 16' North and 21' East of 16' North and 21' East of 12' North and 38' East of Southwest Corner of Southwest Corner of Southwest Corner of Excavation, Lot 2/131ock 3 Excavation, Lot 21131ock 3 Excavation, Lot 2Block 3 (Engineered Fill) (Engineered Fill) (Engineered Fill) 843.0' 843.0' 844.0' t2" lz" 12" FIELD DENSITY DETERMINATION: DRY DENSITY (pcf) MOIST[./RE CONTENT (%) PLUS #14 MATERIAL (%) SAND CONE METHOD ASTM: D1556 X NUCLEAR DENS. METH. ASCM: D2922 112.8 120.5 120.9 8.0 7.2 7.4 14.7 14.7 14.7 X ESTIMATED ACTUAL LABORATORY MOISTURE-DENSITY DETERMINATION: ? STANDARn PR(1('1'(1R ACTM MOA lMFTIJl111 1 MAX. DRY DENSITY (pcf) OPTIMUM MOISTURE (%) TEST RESiJLTS: REL COMP. (% OF PROCTOR SPECIF[ED MINIMLIM (%) REL. MOIST. (% OF OPT.) SPECIFIED MAXIMUM (%) REMARKS: X ?,rnnrmcnnnnrrno .cr. 121.9 121.9 121.9 9.1 9.1 9.1 92 1/2 99 99 95 95 95 t-ompacnon test results present ihe results oT soil compachon at only the locations tested. No warranty is implied regazding fill compaction at other locarions. Test #11 failed to meet project specificatlons. Test #12 is a retest of Test #11. Test #12 meets project specifications. ?'- . ?- Q: BARRY J. HENTZ McGHIE & BETTS, INC N o r t h f i e i d M i n n e s o t a 1604 Riverview Lane Northfietd, MN 55057 COMPACTION TEST RESULTS PROJECT: DATE: 6/ 1 /2006 Oslund-Timberline Add. - Lot 2Block 3 CLIENT/MBI #: N 1298/N6240 Eagan, MN REPORTED TO: COPIES TO: C?p?I Millerville Inc. Bandy Excavating 1566 Murphy Parkway City of Eagan - Building Inspections Eagan, MN 55122 Attn• R X4111 Te1.507.645.0964 • aY er Fax. 507.645.2842 e-mail. mlc@mbi-nf.com Equal Opportunily Employer TEST NUMBER: 14 15 16 DATE TAKEN: SOIL CLASSIFICATION: LOCATION: ELEVATION: PROBE DEPTH: 05/26/06 05/26/06 05/26/06 Sand with a Little Gravel, Fine Sand with a Little Gravel, Sand with a Little Gravei, to Medium Grained, Brown Fine to Medium Grained, Fine to Medium Grained, (SP) Brown (SP) Brown (SP) Proctor # 2 Proctor # 2 Proctor # 2 16' 9outh and 24' East of 16' South and 38' West of 14' North and 27' East of Northwest Comer of NoRheast Corner of Southwest Comer of Excavation, Lot 2Block 3 Excavation, Lot 21131ock 3 Excavation, Lot 2B1ock 3 (Engineered Fill) (Engineered Fill) (Engineered Fill) 840.0' 843.0' 845.0' 12" 12" 12" FIELD DENSITY DETERMINAITON: s,wo coNE MErHOD nsTM: Pusv X NUCLEAR DENS. METH. ASTM: D2922 DRY DENSITY (pco MOISTURE CONTENT (%) PLUS #4 MATERIAL (%) 116.9 120.6 122.0 6.9 6.4 6.3 14.7 14.7 14.7 X ESTIMATED ACTUAL LABORATORY MOISTURE-DENSITY DETERMINATION: _ STANDARD PROCTOR ASTM D698 fMETHOD 1 MAX. DRY DENSITY (pcf) OPTIMLJM MOISTURE (%) TEST RESiJLTS: REL COMP. (% OF PROCI'OR SPECIFIED MINIMUM (%) REL. MOIST. (°/a OF OPT.) SPECIFIED MAXIMLJM (%) REMARKS: X MODIFIED PROCTOR ASTM DI557 ( METHOD C): 121.9 1219 121.9 9.1 9.1 9.1 96 99 100 95 95 95 Compachon test results present the results of soil compaction at only the locations tested. No warranty is implied regarding fill compaction at other ]ocarions. ?'- BARRY J. HENTZ McGHIE & BETTS, INC N o r t h f i e I d M i n n e s o t a 1604 Riverview Lane Northfield, MN 55057 COMPACTION TEST RESULTS Tel 507.645.0964 Fax. 507.6452842 e-mail. mlc@mbi-nf.com PROJECT: DATE: 6/ 1 /2006 Oslund-Timberline Add. - Lot 21Block 3 CLIENT/MBI #: N1298/N6240 Eagan, MN REPORTED TO: Millerville Inc. 1566 Murphy Parkway Eagan, MN 55122 Atm: Ray Miller 17 18 19 05/26/06 05/26/06 05/26/06 Sand with a Little Gravel, Fine Sand with a Little Gravel, Sand with a Little Gravel, to Medium Grained, Brown Fine to Medium Grained, Fine to Medium Grained, (SP) Brown (SP) Brown (SP) Proctor # 2 Proctor # 2 Proctor # 2 13' North and 29' East of 22' North and 39' West of 18' South and 44' East of Southwest Corner of Southeast Corner of Northwest Comer of Excavatioq Lot 2B1ock 3 Excavation, Lot 21131ock 3 Excavation, Lot 2Block 3 (Engineered Fill) (Engineered Fill) (Engineered Fill) 846.5' 847.0' 844.0' 12" 12" 12" EQuai Opponuniry Employer TEST NUMBER: DATE TAKEN: SOIL CLASSIFICATION: LOCATION: ELEVATION: PROBE DEPTH: FIELD DENSITY DETERMINATION: snNDcoxe MaTHoD nsrM: n1556 X NUCLE,4R DENS. METH. ASTM: D2922 DRY DENSITY (pcf) MOISTURE CONTENT (%) PLUS #4 MATERIAL (°10) 120.7 119.4 121.6 7.8 7.0 7.6 14.7 14.7 14.7 COPIES TO: Bandy Excavating City of Eagan - Building Inspections X ESTIMATED ACTUAL LABORATORY MOISTURE-DENSITY DETERMINATION: _ STANDARD PROCTOR ASTM IM9P lMF.THOD 1 MAX. DRY DENSITY (pcf) OPTIMLJM MOISTURE (%) TEST RESULTS: REL COMP. (% OF PROCTOR SPECIFIED MINIMiTM (%) REL. MOIST. (°/a OF OPT.) SPECIFIED MAXIMUM (%) REMARKS: x 121.9 121.9 121.9 9.1 9.1 9.] 99 98 100 95 95 95 Compacfion test results present the results of soil compacrion at only the locations tested. No warranty is implied regarding fill compacHon at other locarions. lA- i c2r_'_ STM DI557 ( METHOD C): BARRY J. HENTZ McGHIE & BETI'S, INC N o r t h f i e I d M i n n e s o t a 1604 Riverview Lane Northfield, MN 55057 COMPACTION TEST RESULTS Tet. 507.645.0964 Pax. 507.645.2842 e-mail. mlc@mbi-nf.com PROJECT: DATE: 6/1 /2006 Oslund-Timberline Add. - Lot 2Block 3 CLIENT/MBI N1298/N6240 Eagan, MN REPORTED TO: COPIES TO: tp)y Millerville Inc. Bandy Excavating 1566 Murphy Parkway City of Eagan - Building Inspections Eagan, MN 55122 Attn: Ray Miller Equal Oppatunity Employer TEST NUMBER: DATE TAKEN: SOIL CLASSIFICATION: LOCATION: ELEVATION: PROBE DEPTH: 20 21 22 05/30/06 05/30/06 05/30/06 Sand, With Silt and a Little Sand, With Silt and a Little Sand, With Silt and a Little Gravel, Fine to Medium Gravel, Fine to Medium Gravel, Fine to Meditun Grained, Brown (SP-SM) Grained, Brown (SP-SM) Grained, Brown (SP-SM) Proctor # 1 Proctor # 1 Proctor # 1 15' NoRh and 26' East of 18' South and 18' East of 32' North and 17' East of Southwest Corner of Northwest Comer of Southwest Corner of Excavation, Lot 2/Block 3 Excavation, Lot 2Block 3 Excavation, Lot 2Block 3 (Engineered Fill) (Engineered Fil]) (Engineered Fill) 847.5' 846.5' 848.0' 12" 12" 12" FIELD DENSITY DETERMINATION: sntvD corrE mErttoo nstM: D1556 X NUCLEAR DENS. METH. ASTM: D2922 DRY DENSII'Y (pc fl MOISTURE CONTENT (%) PLUS #4 MATERIAL (%) 127.5 132.8 128.4 8.3 9.0 8.6 9.3 93 9.3 X ESTIMATED ACTUAL LABORATORY MOISTURE-DENSITY DETERMINATION: _ STANDARD PRO('7'OR ACTM I1691C IMFTHfIn 1 MAX. DRY DENSITY (pcf) OPTIMLJM MOISTURE (%) TEST RESULTS: REL COMP. (% OF PROCTOR SPECIFIED MINIMUM (%) REL. MOIST. (% OF OPT.) SPECIFIED MAXIMUM (%) REMARKS: X 133.5 133.5 133.5 6.8 6.8 6.8 95 1/2 99 1/2 96 95 95 95 Compaction test results present the results of soil compaction at only the locations tested. No warranty is implied regarding fill compacrion at other locarions. /L---? e _h;*? MODIFIED PROCTOR ASTM DI557 (METHOD C): BARRY J. HENTZ McGHIE & BETTS, INC N o r t h f i e I d M i n n e s o t a 1604 Riverview Lane Northfield, MN 55057 COMPACTION TEST RESULTS PROJECT: DATE: 6/ ] /2006 Oslund-Timberline Add. - Lot 2Block 3 CLIENT/MBI #: N 1298/N6240 Eagan, MN REPORTED TO: COPIES TO: Millerville Inc. Bandy Excavating ? 1566 Murphy Parkway City of Eagan - Building Inspections Eagan, MN 55122 Atm• R M'll Te1.507.645.0964 • a}? i er Fax. 507.6452842 e-mail. mlc@mbi-nt.com Equal Opporlunity Employer TEST NUMBER: DATE TAKEN: SOIL CLASSIFICATION: LOCATION: ELEVATION: PROBE DEPTH: 23 OS/30/06 Sand, With Silt and a Little Gravel, Fine to Medium Grained, Brown (SP-SM) Proctor # 1 16' South and 4' West of Northeast Corner of Excavation, Lot 2/Block 3 (Engineered Fill) 847.0' 12" FIELD DENSITY DETERMINATION: snNn coNe MEntoo asrna: D1556 X NUCLEAR DENS. METH. ASTM: D2922 DRY DENSITY (pcf) 128.1 MOISTiJRE CONTENT (%) 8.4 PLUS #4 MATERIAL (%) 93 X ESCIMqTED ACTUAL LABORATORY MOISTL7RE-DENSITY DETERMINATION: _ CTANDARD PROCfOR ASTM D698 (METHOD ) X MODEFIED PROCTOR ASCM D 57 METHOD MAX. DRY DENSITY (pc? OPTIMLTM MOIST[1RE (%) TEST RESULTS: REL COMP. (% OF PROCI'( SPECIFIED MINIMUM (%) REL. MOIST. (% OF OPT.) SPECIFIED MAXIMLTM (%) REMARKS: I S ( 133.5 6.8 C;ompachon test results present the results of soil compacrion at only the locations tested. No warranty is implied regazding fill compaction at other locarions. C): BARRY J. HENTZ McGHIE & BETTS, INC N o r t h f i e 1 d M i n n e s o t a 1604 Riverview Lane Northfield, MN 55057 COMPACTION TEST RESULTS PROJECT: DATE: 6/2/2006 Oslund-Timberline Add. - Lot 2Block 3 CLIENT/MBI #: N1298/N6240 Eagan, MN REPORTED TO: Millerville Inc. 1566 Murphy Parkway Eagan, MN 55122 Atm• R M i ll 24 25 26 05/31/06 05/31/06 05/31/06 Sand, With Silt and a Little Sand, With Silt and a Little Sand, With Silt and a Litt(e Gravel, Fine to Medium Gravel, Fine to Medium Gravel, Fine to Medium Grained, Brown (SP-SM) Grained, Brown (SP-SM) Grained, Brown (SP-SM) Proctor # 1 Proctor # 1 Proctor # I 22' South and 45' East of 18' North and 18' East of 10' South and 24' West of Northwest Corner of Southwest Corner of Northeast Comer of Excavation, Lot 2Block 3 Excavation, Lot 2Block 3 Excavation, Lot 2Block 3 (Engineered Fill) (Engineered Fill) (Engineered Fill) 848.5' 846.0' 849.0' 12" 12" 12" Tei 507.s45.0964 • ay er Fax. 507.645.2842 e-mail. mlc@mbi-nf.com Equal Opportunity Employer TEST NUMBER: DATE TAKEN: SOIL CLASSIFICATION: LOCATION: ELEVATION: PROBE DEPTH: FIELD DENSITY DETERMINATION: SAND CONE METHOD ASI'M: DI556 X NUCLEAR DENS. METH. ASTM: D2922 DRY DENSITY (pc fl MOISTURE CONTENT (%) PLUS #4 MATERIAL (%) 128.9 130.9 129J 8.2 8.7 8.9 9.3 93 93 COPIES TO: Bandy Excavating City of Eagan - Building Inspections X ESTIMATED ACTUAL LABORATORY MOISTURE-DENSITY DETERMINATION: _ STANDARD PROLTOR ASTM IM99 (MFTNnfI 1 MAX. DRY DENSITY (pcf) OPTIMUM MOISTURE (%) TEST RESITLTS: REL COMP. (% OF PROCTOR SPECIFIED MINIMUM (%) REL. MOIST. (% OF OPT.) SPECIFIED MAXIMUM (%) REMARKS: X MODIFIED PROCTOR ASTM 13I557 (METHOD C): 133.5 133.5 133.5 6.8 6.8 6.8 96 I/2 98 97 95 95 95 C;ompaction test results present the results of soil compaction at only the locations tested. No waaanty is implied regarding fill compaction at other locarions. ?-Q- BARRY 7. HENTZ McGHIE & BETTS, INC N o r t h f i e I d M i n n e s o t a 1604 Riverview Lane Northfield, MN 55057 COMPACTION TEST RESULTS PROJECT: DATE: 6/2/2006 Oslund-Timberline Add. - Lot 2B1ock 3 CLIENT/MBI N1298/N6240 Eagan, MN REPORTED TO: COPIES TO: ? Millerville Inc. Bandy Excavating. Ciop 1566 Murphy Parkway City of Eagan - Building Inspections Eagan, MN 55122 Tel. 507.645.0964 Attn: Ray Miller Fax. 507.645.2842 e-mail. mlc@mbi-nf.com Equal Opportuniry Empbyer TEST NUMBER: DATE TAKEN: SOIL CLASSIFICATION: LOCATION: ELEVATION: PROBE DEPTH: 27 OS/31/06 Sand, With Silt and a Little Gravel, Fine to Medium Grained, Brown (SP-SM) Proctor # 1 43' North and 10' East of Southwest Comer of Excavation, Lot 2Block 3 (Engineered Fill) 850.0' 12" FIELD DENSITY DETERMINATION: snND coxE MeTHOD asrrrt: ni sss X NUCLEAR DENS. METH. ASTM: D2922 DRY DENSITY (pcf) 127.4 MOISTURE CONTENT (%) 8.3 PLUS #4 MATERIAL (%) 93 X ESTIMA7ED ACNAL LABORATORY MOISTURE-DENSITY DETERMINATION: _ STANDARD P[tOCTOR ASTM D696 (METHOD ) X MODIFIED PROCTOR ASTM D1557 ( METHOD MAX. DRY DENSITY (pco OPTIMUM MOISTURE (%) TEST RESULTS: REL COMP. (% OF PROCT( SPECIFIED MINIMLJM (%) REL. MOIST. (% OF OPT.) SPECIFIED MAXIMUM (°/a) REMARK.S: 133.5 6.8 Compaction test results present the results of soil compaction at only the locarions tested. No warranty is implied regarding fill compacrion at other locations. C): BARRY 7. HENTZ McGHIE & BETTS, INC N o r t h f i e i d M i? n e s o t a 1604 Riverview Lane Northfield, MN 55057 McGHIE & BETTS, INC. ' 1604 Riverview Lane Northfield, Minnesota 55057 (507) 645-0964 FAX: (507) 645-2842 TO: Bandy Excavating & Trucking 15394 Faribault Blvd. Faribault, MN 55021 WE ARE SENDING YOU X Attached 11 Shop Drawings E]Copy of Letter LETTER OF TRANSMITTAL Date: 7I17/06 TN No. 98/ N6295 Attn: Mr. Ryan Bandy Re: Oslund Timberline Addition Lots 3-5, Block 3 Eagan, MN F? Under separate cover via The following items: 7 Prints 1-1 Plans F-I Samples F-I Specifications 1-1 Change Order X Reports COPIES DATE NO. PAGES DESCRIPTION 1 6/28/06 Geotechnical Report 1 Sketch "A" example THESE ARE TRANSMITTED as checked below: F-I For Approval ? Approved as submitted F-I Resubmit Copies for approval F] For your use ? Approved as noted ? Submit Copies for distri6ution ? As requested FIReturned for Corrections X Return Corrected prints ? For review and comment ? ?X FOR BIDS DUE ? PRINTS RETURNED AFTER LOAN TO US REMARKS Piease review the Geotechnical Report and provide a bid on the following services: Mass Excavating & Replacement / Geopiers ! Drilled Piers If you have any questions, feel free to call Mark Osborn @ 507-645-0964 COPY TO SIGNED 914ark_`W. Os6orn ??2N/Yj ?T 7G ?0 3 ? mVoigt & Associates, Inc. <l I n I STRUCTURAL ENCINEERING SERYICES 4635 NICOLS RD. SUITE 204 EAGAN, MN 55122 - PH. (651) 686-7727 FAX. (651) 686-8444 12/13/2006 lvir. Ray Miller (RE: Kubes Lot 2 ? ? DOEo?ED DEC 15 2006 ? ?? q?o Dear Mr. Miller: As per your request I have reviewed your plans and analyzed the fooUngs and foundation walls an? opening in the rear wall at the garage area. I have assumed that the soil is sandy clay (Group II). ? The foilowing is required: • Footing, front and rear walls: 24" wide by 10" deep, minimum with 2- #4 rebar. • Footing, side walls: 16" wide by 10" deep (or 20" x 8"), minimum with 2- #4 rebar. • Foundation: 8" (minimum) cast in place concrete wall with #6 rebar at 36" o.c vertically (or # 4 rebar at 18"o.c. vertically) and 444 rebar horizontally. Concrete in the wall must be 3,000 PSI minimum. • tiintel_oyer 9' •0"opCI11Dg: W 8-x 21-Grade"50 wifh standard bearing pratesandfiattom-p11?e. ? • Precasf plank is designed by supplier and adequate to cam the loads. Piank will be doweled in[o the top of the walls. The information and opinions contained herein are based upon the limited investigation described at the beginning of this report. No warranties are expressed or implied regarding the existence of other unknown conditions not specificallv addressed. Our work is in accordance with generally accepted engineering standards and is not intended to be relied upon or transferred to individuals other than the addressee. Should information or conditions become known which differ from the discussion herein, they may alter the opinions or conclusions of the undersigned. Please call if you have any questions. Sincerely, Paul W. Voigt, PE W EE DD -- ° BULUNG HS s a 4N0aV0oN _hmsby owttry tthat tbts pIM M)wjfttbn, Or ft" was Arepared by me ar under ayy dhlsd euPez'vlsion and that T am a duly R891BteR'ed Profassional EngYmeer under the of Lh.e Btate of MinnesoLa,. ?(Aj")Ik% ?ate _ ??[ 3f v1? g09. No. 80706 DEC 14ZOpg • C ?nl u u pEC 1 5 2006 IU RIGID IN5IAATION TO FROST LEVEL (3) tt4 HORIZ. BARS TOP d HOTT. OF BEAM EXTEND 12" MIN INTO AD.JAGEHT WALLS - - ? C?RADE LII? GOwl. FTG. GONG. FTG. I GOMPAGTED FILL OR VIRGIN MATERIAL GOMPAGTED ?ILL OR STABLE BANK STEPPED FODTI NG DETr41 L z ? ? ? NO SGALE ?g,t t.his P?, ??ication, ?,?qgg? gpe,red by me or under mY dma BuPervuion and that 1 am a duly Bap*Weg ?es? of Ee ota der ? ?---- ? (21 t)Reg. DTa. 80705 I 3 Voigt & Associates, Inc. FOUNDATION DETAIL S-1 STRUCTURAL ENGINEERI.NGSF.RVICES KUF3ES LOT 2 4635 NICOI.S RD. SUI'I'E 204 EAUAN, MN 1 OF 1 EAGAN, MN 55122 PROJ. #: 2006.250 REVISIONS: YH. (651) 686-7727 FAX. (651) 686-8444 D?WN By. ,4? DATE: 12/13/06 E ?? 14-- i ? . i?_s?._ aL ?? ?/. f -- n , _ _ ? . . - - ?q k ?, - • Sa - _ ?7? ? . . ?L - - -- - ? - d -- 9 ?o - - I- ? i i i k - - - - ? ?;?,??? ? - -- -- L a? ?5 0 ' ' ? 1- 4 1 ?4 - - - - q ' - - - .o - I - - I - - ? ? ? ' qES ? !? 9 ?2'{?`•- ? C , ', ' '1 ? ? I ? °' - ? 5 -- i - oO -- - - ?.p?-ss_? - - - - - . - _ i:. _ - - - ?_ - ? - - - -- - - - -- ? , -? g , - - I - ? ? - - - - - - - - - - - - - - .. - - o - - - - - - ? -- - ? ? ? I ? •-•-.?._.¢ - D .I I ? - - ? I ? ? I ? ' - - _. .- ....-:...3??•ti%.,:??tr/ ! ?1 I I ? j - - - - -- - ? , - ? - ?n ----- -- - i%53.?/-.c?cne_?a/ !.4'??_.?s?a/_ " • - . - - - - - - i _ - - ? - - - - : ? ? - - i - - -? - - --- 31 -- i __ ' _ - 3 4i I I . I . I I _ \U I? -. 1 5 ?~ • a . 3 :. o . ? ? • 5 ???S?I?`: ?'• 6 1 ; ;v ? ? , . •' ? t.,' ; ; y '.• v 5 ?F' 3 ? •1? ? ,. ; I,' ? A•`I I ? . . / ?7???.?'?? . • . I ?. favor, it nas P.ESOLVED to rejecti ali cids and- t.o r.!id•a•;.rt:i.^^ for bids aitex rev:tcw- : ing and xevjs3ng the plans so tTnat the estimate cnnld r.om2 clocer to the estlaa`-d ` budgeted cast of $LCJyGCO. Upon further notifln by Fe%:3n, ::econde3 P.aiLZ, F11 mem5e,.s v.-Ling in fsa;or, it was RESOLVED that the C3_p Admin?..-trator be to dateivdne wliether there wauld be additional outside funding sourres that taay be atraitabis for constxuct•?oa to assist in the financing of the police facility.. 1TF:i, YZEFti,^•IMtdT. Upon motion bq 5mith, Beconded PoTz3n, aIl memliers ticiizg ?*e::, it i+as RLSCLVF'D that Jarry Adams be approved a4 the Distr3ct Fire Chief foz• I ? 5ta.*_?.on 1 sealect?.d by the Fixe Depa-utment meabers. PARK DEPAIM•i?NT -- STF.TS 17-114DING. The Park Directoz had requested tt;G` Y.np r..L} i ------- - -- I apply fox state funds to help finance construction of cross-country ski trails i I cove:ing ths a2pre3ci:.mee tiZree miles th2t have been instaIled. Upci mot:Con by ica!in, secanded T•Tachfier, all me?ers voting yes, it was RESOLtIED that the City be .?• :h-Ix3zed Co apply Co the Dep4rtmea*_ cf t3atural F.esources for funding to assist in cc,!e;:;: ,.•{.'ior. er the co3t of the cross-cor.ntry ski trails, and further to authorize the appron;:I_+.*c officials to execute the necPssary applic2tion. TAX FOP.FE£TiA PP.OPP:TY. The r4ayor next reconvened the public as3e3sment hea-ring concerning 10 lots in Tinberline Addition consisting of tax forfeited proper:y. A r2euM13' prepared by the City Administrator was distributed to the Councii and the . a:Ltexiiai-Lves Fcr assessment of the lots was reviewed in detail. t7r. Svenn BorUer3oa A gropi2rty oorner was present as was Mr. Sheridan Buckley, attorney for Pir. Poferl and rir. FutLiclc, lot owners. After considerable discussian, upoa notion b7 Smirh of?'/ secande1 Wachter, all members voting in favor, it was RESOL"]AD that the CouncJi I)e on reccrd dzonpir.g the present assessment against the tat forfe3ted lots in T3.mb--rline E!ddition with the understan.ding thet the Council may at a future time deter?a:Lne whQther to recommence the assessment process again in libht of. notential 1"lrachanges in the la,v or a favorable court determiaation concerning the law. AP..AT:2Ev'i5. Pir. inse 0'Toole of the County Assessor`3 cfficQ a»p,i::xzd a3.ti1 tiao rcqaests. Lrpon Lctiaa L•? ?olzin, szcondec7 Smith. all nucmberc vatinc, yen, a t .•ru3 -2- . "ysa'7au ? ` OrF1CE OF THE COUNTY RECORDER-DAKOTA COUNTY, MN. CERTIFIED THAT THE WITHIN INSTRUMENT WAS FILED FOA RECORD IN THIS OFFICE ON AND AT ? ?? g 17 ??'81 °?S-3 3;(`3cD DOC. NO. JAMES N. DO COUNTY RE BY: DEPUTY FEE CASH ? CHECK 0 %IARGE CHARGE WHOM REFUND - r C?}?/?.1 N ? U 5- /d pp????0- 0 C I T Y 0 F E A G A N CER`tIFIED LISTING OF POSTPONED SPECIAL ASSESSMENTS LEGAL DESCRIPTION: Lot 2, Block 3, Oslund Tinberline Addition COUNTY IDENTIFICATION NUMBER: POSTPONED SPECIAL ASSESSMENT: 10-55300-020-03 Utility Assessment $1,734,20 Pursuant to M.S.A. 429.061, Subd. 2, as amended by the 1980 Session Laws, Chapter 560, Section 5, I hereby certify that the City of Eagan has approved the postponement of the special assessments as set forth above on the property described. Dated this First day of 7t,ly 1987 p?rnpt EXEMPT FROM STATE DEED TAX STAMPS COUNT`? CONSERVATION 25ia:e9 This Document Drafted By: lhom avnmm.L 11r" City of Eagan OAKOTACOUNTYTREASVRER . 3830 Pilot Knob Road Eagan, MN 53122 E. . VanOverbeke Ci Clerk/Finance Director Certificate I, E.J. certif.y Exe,';?; ' .`•-^? DakOtB COUI1tv '` ?l Tax Dakota County_Traasurer --` VanQverbeke, City Clerk of the City of Eagan, do Hereby that the foregoing is a true and correct copy. E. . VanOverbeke, City Clerk REScheck Software Version 4.0.1 Compliance Certificate Project Title: Kubes Residence Report Date: 03127/07 Data filename: E:1TransferlFLOYDC-21MILLER-1.RCK Energy Code: 2003 IECC Location: Eagan, Minnesota Construction Type: Single Family Glazing Area Percentage: 19% Heating Degree Days: 7981 Construction Site: 1485 McCarthy Road Eagan, MN 55123 OwnerlAgent: Millerville Inc. 1566 Murphy Parkway Eagan, MN 55122 612-723-7137 ? orvGvS bL v Om Designer/Contractor: Floyd Calhoun Companies 7825 Washington Ave. So. Suite 120 Edina, MN 55439 952-567-8000 Pete.Edmonson@Floydealhoun.com Ceiling 1: Raised or Energy Truss: 1892 44.0 0.0 42 Tuck Under Garage Ceiling: Othec 550 0.030 17 Bonus Room Ceiling: Raised or Energy Truss: 375 38.0 0.0 9 Main Floor: Wood Frame, 16" o.c.: 1004 19.0 0.0 33 Window 2: Wood Frame:Double Pane with Low-E: 63 0.320 27 Door 3: Solid: 52 0.140 7 Door4: Glass: 320 0.300 96 Upper Floor: Wood Frame, 16" o.c.: 1466 19.0 0.0 63 Window 3: Wood Frame:Double Pane with Low-E: 350 0.320 112 Door 5: Glass: 64 0.300 19 Bonus Room: Wood Frame, 16" o.c.: 2925 19.0 0.0 171 Window 4: Wood Frame:Double Pane with Low-E: 75 0.320 24 Basement Wall 7: Solid Concrete or Masonry: 2277 11.0 0.0 139 Wall height: 9.0' Depth below grade: 8.0' Insulation depth: 9.0' Knee-Wall: Wood Frame: 910 19.0 0.0 47 Wall height: 9.0' Depth bslow grade: 0.0' Insulation depth: 9.0' Window 1: Wood Frame:Double Pane with Low-E: 84 0.320 27 Door 1! Glass: 64 0.300 79 Door 2: Solid: 21 0.140 3 Tuck-Under Garege: Solid Concrete or Masonry: 799 0.0 0.0 152 Wall height: 9.0' Depth below grade: 8.0' Insulation depth: 9.0' Daor 6: Solid: 56 0.108 6 Fumace 1: Forced Hot Air: 92 AFUE Air Conditioner 1: Electric Central Air. 13 SEER Compliance Statement: The proposed building design dascribed here is consistent with the building plans, specifications, and other calculations submitted wilh the permit application. The proposed building has been designed to meet the 2003 IECC requirements in REScheck Version 4.0.1 and to comply with the mandatory requirements listed in the REScheck Inspection Checklist. Kubes Residence Page 1 of6 Lompliance: Passes ; ;: ;Maximum UA: 7140 Your Home UA: 1013 --> 11.1% Better Than Code (UA) - Name - Title Signature Date Kubes Residence Page 2 of 6 CASH RECEIPT CITY OF EAGAN 3830 PILOT KNOB ROAD EAGAN, MINNESOTA 55122 oATE (!//N 20 06 qECENED FROM AMOUNT $ Q (,_/ ?7 Fo v r / ? CC O CASH V/cHECK ?a,a3, ??-?s? C ?.a? FOR Sq , /2,Q /0- tS-300 -oqo- 0? • 10-5-53ov-o3o-03 Thank You ICP 2110018 9Y S N2 116699 Whlte- PaYm CWY ,?im-PosUng Cop, I 'Report Name:. Clty Of EagaIl Assessment Seazch Special Assessments Search Pro erp fV TD Lot Block Addition Addition Name/Legal 10-55300-020-03 002 003 10 55300 Oslund Timberline ' 23 Property Address 1485 Mccarthy Rd Eagan, MN 55121 SA Nbr Descrintion 102731 ST 643 P99999 POSTPONED ASSESSMEN' Summary of Levied: 5ummary of Deferred: Summary of Closed: Pending Estimate: Future Estimate: Hookup Fee Estimate: Property Status - - - - - Special Flags - - - - - Active 1 2 3 4 5 6 7 8 9 10 N N N N N N N N N N Year Term Rate Total Curr Prin 1997 15 7.0000 $2,224.88 $14833 0 10 0.0000 $1,734.20 $0.00 $2,224.88 $148.33 $0.00 $0.00 $1,734.20 $0.00 $0.00 Printed: 1 ll8/2006 Page: 1 2006 P&i Cert: $210.62 Pavoff Status $741.58 Levied $0.00 Pending $741.58 $0.00 F vot 2007 RESIDENTIAL BITILDING PERMIT APPLICATION City Of Eagan 3830 Pilot Knob Road, Eagan MN 55122 Telephone # 651-675-5675 FAX # 651-675-5694 ? ,? 144 New ConsWction Reauirements RemodelfReoair Reauirements Office Use Onlv x 3 registered sile surveys showing sq. ft. of lot, sq. fl. of house; and all roo(ed areas 2 copies of plan showing fooUngs, beams, joisfs Cert af Survey ReCd =, Y_ L.O. (20%maximumlotwveragealiowed) isetofEnergyCalcula6onsforhealedadditions SaLsRepod, 1 Soils Report if propased building is to be placed on disturbed soil 1 site survey for additions b decks TrW ¢re PW pbbd 1Y-N 2 copies of plan showing beam & window sizes; paured tound design, elc. Addih'on • indicafe if on•sife sep6c system Tree Pres Requrcetl Y. = N 1 set oi Enerqy Calculatlons On-site Sep6cSystem r, _Y= 3 copies of Tree Preserva6on Plan'rf lot plafled after 711193 Rim Joist Detail Op6ons selec6on sheet (6uildings wiN 3 or less unils) ?/dp x??oo? Mnnegasco mechaniral ventilation form ? Date 07 Construction Cost SiteAddress 'Tg`? Mc?-A, w ? ? UniUSte # K Description of Work ,y Multi-Family Bldg _ Y_ N Fireplace(s) _ 0 & 1 _ 2 O Telephone #((,! 2, ) OD ?1 !2933 wner Property Contractor Address City State Zip S?l ?L3 Telephone #( 61;L) !aM 6ltAo COMPLETE THIS AREA ONLY IF CONSTRUCTING A NEW BUILDING - Minnesota Rules 7670 Categorv I _ Minnesota Rules 7672 Energy Code CategOry . ResidenUal Ventilation Category 1 Worksheet • New Energy Code Worksheet (J submission type) Submitted Suhmitted • Energy Envelope C8lculations Submitted In the I t 12 months, has the Ci1y of Eagan issued a permit for a similar plan based on a master plan? Y _ N If yes, date and address of master plan: Licensed Plumber SAWI4J, (11vGII?jiA? L Telephone #? Mechanical Contractor Sewer/Water Contractor I L << 11 ?t 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 appro n in the case of work which requires a review and approval of plans. > %J0c 64-?Et 1? Applicant's Printed Name APP DO NOT WRITE BELOW THIS LINE Sub Tvpes ? 01 Foundation ? 07 05-plex ? 02 SF Dweliing ? 08 06-plex ? 03 01 of _ plex ? 09 07-plex ? 04 02-plex ? 10 OS-plex ? OS 03-plex ? 11 10-plex ? 06 04-plex ? 12 12-plex Work Tvpes ? 31 New ? 35 ? 32 Addition ? 36 X 33 Alteration ? 37 ? 34 Replacement • • , •, ?? •??o ?d•:.?„?` ' ' " ? , . DeSC?lptlOfl: WaterDamage ` Yes . ? ? Valuation ? ??-? ? O 13 16-plex ? ? 16 Fireplace ? ? 17 Garage ? ? 18 Deck ? ? 19 LowerLevel ? ? ? U?o" 20 Pool 0 21 Porch (3-sea.) ? 22 Porch/Addn. (4-sea.) ? 23 Porch (screen/gazebo/pergola) ? 24 Storm Damage 25 Miscellaneous Int Improvement ? 38 Demolish Interior Move Building ? 42 Demolish Foundation Demolish Building" ? 43 Reroof •Demolition (Entire Bldg) - Give PCA handout to applicant Occupancy MCES System 30 Accessory Bidg 31 Ext. Alt - Multi 33 Ext. Alt - SF 36 Multi Misc. ? 44 Siding ? 45 Fire Repair ? 46 Windows/Doors Plan Review ?_4100°/a or _ 25% Census Code Zoning City Water SAC Units Stories Booster Pump # of Units Sq. Ft. PRV # of Bidgs Length Fire Sprinklered Type of Const Width _ Footings (new bldg) _ Footings (deck) _ Footings (addition) _ Foundation Drain Tile Roof _ Ice & Water _ Final Framing Fireplace ? R.I. 4,/Air Test _(Final Insulation ? v 7 REQUIRED INSPECTIONS _ Sheetrock Final/C.O. ? Final/No C.O. ? HVAC Other Pool Ftgs Air/Gas Tests Final _ Siding _ Stucco Lath _ Stone Lath _Brick W indows _ Retaining Wall Approved By: ! Building Inspector Base Fee Surcharge Plan Review MC/ES SAC City SAC Utility Connection Charge S&W Permit & Surcharge Treatment Plant License Search Copies Other ?wolr, 5/;r Total INSULATION INSPECTION CHECKLIST FOR RESIDENTIAL BUILDING PERMITS PROPERTY LEGAL: /p I '2 R ipC; K 3 PROPERTY ADDRESS: iYg,5' `C a i- rk INSPECTOR: 1(y,(?j?) ? ? ? Ca (v INSPECTION DATE: y - I/•- -200 '] ctoi o Q ? Z Z SITE GRADING m 0 ? All slopes 3:1 or flatter? a 0 0 Slopes steeper than 3:1 require retaining wall. Are retaining walls present? a 0 0 Does grading conform to As-Built Grading Plan (+/- 1 foot approximately)? A o o Does perimeter grading tie in well with adjacent properties/undisturbed land? 0 0 ? Is there proper grading and/or drainage around Lookout or Egress Windows? EROSION CONTROL Is Silt Fence (or approved equal) installed and in good working order? a 0 ? Is Sod/Fiber Blanket installed behind curb? Is the Rock Construction Entrance/Driveway installed and in good working order (proper type/size of aggregate, clean-not covered with soil, etc.)? Is temporary vegetative cover w/ mulch present? Is permanent vegetative cov w or w/o mulch present? (ci le one) CITY EASEMENTS AND UTILITIES Are all easements clear-no part of any building/deck/porchJretaining wail/etc. encroaching in easement? ??? Are catch basins present within the property or in the street in front of the property, if so are they clean, do they have the proper erosion control in and/or around them? a Does the property have an Emergency Over Flow (EOF)? This can be found on the Certificate of Survey. If so, is it present and has it been graded properiy? MISCELLANEOUS ITEMS Is there tracking present on Public Right-of-Way/Street from construction site? im 0 ? Is the driveway at the proper width at ROW line? (22 ft. max.)(Curb stop is at ROW line) ?0 11 Is the site clean, no trash andlor construction debris lying around? Was the proper type of building constructed according to the approved grading plans? (LQ WO, FB, R, etc.) INSULATION INSPECTION CHECKLIST FOR RESIDEfVTIAL BUILDING PERMITS PROPERTY LEGAL: ZQ t a B (? (-? 3 PROPERTY ADDRESS: 19Q-5- /V\ C CQ vT INSPECTOR: ,Okn n)- ? I D e , (tt,n? INSPECTION DATE: q '36 -Jrni cy, o Q ?- z z SITE GRADING All slopes 3:1 or flatter? Slopes steeper than 3:1 require retaining wall. Are retaining walls present? '? ?? Does grading conform to As-Built Grading Plan (+/- 1 foot approximately)? 0 0 Does perimeter grading tie in well with adjacent properties/undisturbed land? ?13 El Is there proper grading and/or drainage around Lookout or Egress Windows? EROSION CONTROL a 0 0 Is Silt Fence (or approved equal) installed and in good working order? a 0 0 is Sod/Fiber Blanket instailed behind curb? ?0 0 Is the Rock Construction Entrance/Driveway installed and in good working order (proper typelsize of aggregate, clean-not covered with soil, etc.)? ?0 0 Is temporary vegetative coveo mulch present? b7 0? Is permanent vegetative cov / r w/o mulch present? ircle one) CITY EASEMENTS AND UTILITIES Are all easements clear-no part of any building/decklporchJretaining walUetc. encroaching in easement? Are catch basins present within the property or in the street in front of the property, if so are they clean, do they have the proper erosion control in and/or around them? ?0 if Does the property have an Emergency Over Flow (EOF)? This can be found on the Certificate of Survey. if so, is it present and has it been graded properly? MISCELLANEOUS ITEMS Is there tracking present on Public Right-of-WaylStreet from construction site? Is the driveway at the proper width at ROW line? (22 ft. max.)(Curb stop is at ROW line) 49 0 ? Is the site clean, no trash and/or construction debris lying around? Was the proper type of building constructed according to the approved grading plans?. (LO, WO, FB, R, etc.) Address: 1485 McCarthy Rd Zip: Permit:76063 THE FOLLOWING ITEMS R'EREAS'F.RE NOT COMPLE7'E AT FINAI. INSPECTION ON :_.??1 3-2 3-0-1 Yes No Comments Final grade - 6" from siding Permanent steps - garage Permanent steps - main entry Permanent driveway Permanent gas Retaining Wall or 3:1 Max Slope Sod/Seeded lawn Trail/curb damage Porch Lower level finish Deck Fireplace ;r &f PM,l; wo- ? • Verify with your builder that roof test caps from the plumbing system have been removed. • Turn off water supply to the outside lawn faucets before freeze potential exists. • Call the City's Engineering Deparhnent at 651-675-5646 prior to working in right-of-way or installing urigarion system. ? ' BUII.,DIPG ILVSPECTOR: 09-27-2006 09:36 RNGELL AIRE INC 9527465202 m Date: 8l2712006 Revisian Date? 9/27/2006 Site Information Address 1: 1485 MACARTNY RD Address 2: City EAGAN County: New Constructlon Project #: JOE KUBES Lot: Block: Subdivision: Business Name: MILLERVILLE HOMES MN Contractor License #: Contad Person= RAY MILLER Office Ph: Fax: 651-686-8098 Cell Ph: 612-723-7137 AddreSS 1: 1566 MURPHY PKWY City: EAGAN State: MN Zip Code: 55122 House Details Square Feet: 4630 sq. ft. Avg. Ceiling Ht: 9 ft. Number of Bedrooms: 4 Ventitation : Balanced Total Ventilation Capacity ; 182 Cfit. Minimum Corrtinuous Ventilation :75cfm. Intermittent Ventilation: 107 cfm. PAGE1 I Combustion Applianee Water Heater_ Direct VenUSealed Combustion Input BTUs: 75,000 Independently Vented Fumace/Boiler; Dired Vent/Sealed Combustion Input BTUs- 100,000 Independently Vented Oth r CombuSUon Appliances Gas Fired Direct Vent Fireplace(s): Yes Gas Fired Natural Draft Fireplace(s)- No Gas Fired Power Vent Fireplace(s): No Solid Fuel Appliance(s): No Continuous Exhaust Ventilation Capeciry (cim): NA Exhaust Fan Rating (cfm): 600 Make-Uo Air No Make-Up Air Required by Code Clothes Dryer (cfm); 135 Combustion Alr IAinimum Combustion Air Requirements Have Been Met. :arrt Name (prird): -JpE 4u'5 Signature/Date: `ti- 1 a D(, Official (print): Signature/Date: ')llfld !'vnMrPrtinl Fn?m. 11?fi.,n....vax•.. 7fY1.1 11Ar.nhuninol (`rrlo (`.niriolinra Paor 1 Surveyor 5 s Certificate SURVEY FOR : Miuerville ESCRIBED AS :Lot 2, Block 3, OSLUND TIMBERLINE ADDITION, City of Eagan, Dakota County, p??I l i, ? Minnesota and reserving easements of record. ° ° °? 3:9 l?/li =lmLBm Sl0pes mr Fietafs°iingl4fll2tVl 4flfill , 869.0 N90°00'00"E 115.00 868.4 Ba Requared -d FND IP FND IP 1 ? -- 5 1 ? g ?-- I 1 ? n --? ? ? 50' SLOPE EASEMENT 1 ? 1 ol ??,°o ok lo 1?---------------------- -?- 1 + ti ? 1 1 ?? o -? (D Q N z Z 45.0? CA W o `\ 1 0 0 o 00 w ? r? mC) N N 1 I ? -?P W-P- 11 I N N 650.0 J N 848.7 I O?' r?J 9y E11 ' 1949.0 w 6? 9S . 853.5 85?8.4 -- 1 I m 2, 'k0 65 49.45 i a B4 b BS . I li ? 25. 4- 1 00 0 13.OO?850.13 n4o.4 ?? o `o ?\ p I i Exst. Hse. ' ? i TOB = 866.5 60?;j? ° 0 ProPosed 0 ° 2-5tory 850'8 852.2 i??•.'@?`???? .0A9=?p°W _ ? 2' 28,p0 - ??METER QDNV%91? ? „ a ?571 49.4 36.45 00 8 1Q y. . za.ooPorc?, 850. ?1zoo ¢ 5 30, gs ry . ? 861.3 861.6 L OT SQ. FO D TA GE = 25 858 0 852 NSE SQ. F00 TA GE , = 2 297 0 p? L 0 T CO I/ERA GE = , 11. 3% o ° I . Could Not Locate Service ? PROQ/YDE lelND MAINTAIN gNLET lPROTECT10W UNTgL ]FINAY,'g'URF IS ESTABLISHED ° By Date FA(DAN ENc???? DEno PROPOSED ELEVATIONS Top of Foundation = 862.0 Garage Floor = 861.6 Basement Floor = 852.7 Aprox. Sewer Service = Verify Proposed Elev. _ (Z=) Existing Elev. Drainage Directions Denotes Offset Stake N90°0' '00"W 100.00 FND IP : 859.6 McCA THY ROA1? ? ...... 7 1 m e ???p? ; °?e ? •'p((? ,? RE?aISTEHED LbfVD o = SUR?IFYUR 14376 ?`? ??f` J9 n?swo ea u a u n ?LJ\\l\. V SCALE: 1 inch = 30 feet o ??_ _ _ ss. 564.6 OB 1.5 ? .? I ? G.z ry !/1,?'" w Cab U L ? 862.2 ? IakTele BENCHMARK, TNH@NW COR PINE RIDGE RD & McCARTHY RD ELEV. = 874.48 MIN. SETBACK REQUIREMENTS Front -30 House 5ide -11) Rear -50 Garage Side -5 HEDLUND OF THE BOUNDARIES OF THE ABOVE DESCRIBED PROPERTY AS SURVEYED 06R-392 I HEREBY CERTIFY THAT THIS IS A TRUE AND CORRECT REPRESENTATION J06 No: BY ME OR UNDER MY DIRECT SUPERVISION ANO OOES NOT PURPORT TO SHOW IMPROVEMENTS OR ENCROACHMENTS, EXCEPT AS 5HOWN. BooK: aAGE: PLANNING /'NClNBERlNG SURYEYlNG • 2005 Pin Oak Drive 'ry J4 I Eogan, MN 55122 DATE I(l11-5-1(lb- ' J CAD FILE: Phone: (651) 405-6600 R Y D. LINDGREN, LA SURVEYOR Fax :(651) 405-6606 MINN OTA LICENSE NUM ER 14376 Misc-06 PERMIT City of Eagan Permit Type:Mechanical Permit Number:EA145851 Date Issued:09/26/2017 Permit Category:ePermit Site Address: 1485 Mccarthy Rd Lot:2 Block: 3 Addition: Oslund Timberline PID:10-55300-03-020 Use: Description: Sub Type:Residential Work Type:Replace Description:Furnace Comments:Questions regarding electrical permit requirements should be directed to State Electrical Inspector, Mark Anderson at (952) 445-2840. Please call Building Inspections at (651) 675-5675 to schedule a final inspection. 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 - Joseph J Kubes 1485 Mccarthy Rd Eagan MN 55121 Robert Boldt Hvac 4310 Trenton Tr Eagan MN 55123 (651) 454-7760 Applicant/Permitee: Signature Issued By: Signature PERMIT City of Eagan Permit Type:Plumbing Permit Number:EA165735 Date Issued:11/18/2020 Permit Category:ePermit Site Address: 1485 Mccarthy Rd Lot:2 Block: 3 Addition: Oslund Timberline PID:10-55300-03-020 Use: Description: Sub Type:Residential Work Type:Replace Description:Standard Water Heater Meter Size Meter Type Manufacturer Serial Number Remote Number Line Size Comments:Carbon monoxide detectors are required within 10 feet of all sleeping room openings in residential homes (Minnesota State Building Code). Please call Building Inspections at (651) 675-5675 to schedule a final inspection. Fee Summary:PL - Permit Fee (WS &/or WH)$59.00 0801.4087 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 - Joseph John Kubes 1485 Mccarthy Rd Eagan MN 55121 (651) 271-8415 Bonfe's Plumbing & Heating 455 Hardman Ave South St. Paul MN 55075 (651) 228-7140 Applicant/Permitee: Signature Issued By: Signature