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2225 Wall StAddress: 2225 Wall Street Zip: 55122 THE FOLLOWING ITEMS WERE/WERE NOT COMPLETE AT FINAL INSPECTION ON I Perm1: 84809 2-0 /0 • 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 Department at 651-675-5646 prior to working in right-of-way or installing irrigation system. BUILDING INSPECTOR: G/Bldg Insp/Forms/2007/Checklists 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 X Trail/curb damage adi--49.5f-- ' Porch Lower level finish Deck Fireplace C own F )o�-. • 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 Department at 651-675-5646 prior to working in right-of-way or installing irrigation system. BUILDING INSPECTOR: G/Bldg Insp/Forms/2007/Checklists Date: 6/27/2008 Revision Date: 6/27/2008 New Construction Site Information Address 1: 2225 Wall Street Address 2: City: Eagan County: Dakota Application Information Business Name: Vennehjem Building Corporation Contact Person: Joseph J. Hilla Office Ph: 952-890-3000 Fax: 952-890-9281 Cell Ph: 952-807-3828 Address 1: 2500 W. County Road 42 Address 2: Suite #9 City: Burnsville State: MN Zip Code: 55337 Cit Project #: Whispering Woods Lot: 1 Block: 1 Subdivision: Whispering Woods 9th Addition MN Contractor License #:20108964 House Details Square Feet: 3800 sq. ft. Avg. Ceiling Ht: 8 Ventilation : Balanced Total Ventilation Capacity : 133 cfm. Minimum Continuous Ventilation :75cfm. Intermittent Ventilation: 58 cfm. Combustion Appliance Water Heater: NA Furnace/Boiler: Direct Vent/Sealed Combustion Other Combustion Appliances Gas Fired Direct Vent Fireplace(s): Yes Gas Fired Natural Draft Fireplace(s): No Exhaust Equipment Continuous Exhaust Ventilation Capacity (cfm): NA Exhaust Fan Rating (cfm): 300 Make -Up Air No Make -Up Air Required by Code ft. Number of Bedrooms: 4 Input BTUs: 100,000 Independently Vented Gas Fired Power Vent Fireplace(s): No Solid Fuel Appliance(s): No Clothes Dryer (cfm): 135 Combustion Air Minimum Combustion Air Requirements Have Been Met. Applicant Name(print):1�nYIe' J Qivi Itcict Coy Signature/Date: CAt) iti/ 10 107 Code Official (print): Signature/Date: © 2004 CenterPoint Energy Minnegasco. 2004 Mechanical Code Guidelines. Page 1 I q50 g -7, ~ ~L y~'i r cj0.50 - ~ Fw Olfice Use go Permit Clty of EaiaIl~<< ~ ~ 71(oll i Pertnit Fee: 7 - 3830 Pilot Knob Road ~ - Eegan MN 55122 S G~f Ll~ 'Z j Date Received: Phone: (651) 675-5675 Fax: (651) 675-5694 I 31 - b ~ ! Stait----------- 2008 RESIDENTIAL BUILDING PERMIT APPLICATION Date: 5ite Address: ~~~5 WWll • ~~i~~C'~S TenaM: Li t I aC-~ I 7 I~- :'i7 r s~oil 1.~ RESIDENT 1 OWNER Name: VPn1y1e'h,jm 4J ~ oPhoQn,e: I+~ -`D' cJDDO Address/Ciri/Zip~ OI~O W• C"~ fy,l• '7~ #0, fJU~SV~ ~te', n1?J npplicantis: _owner --k Contraaor TYPE OF WORK Description of work: IveW '`J+r ~i qv ConsWCtion Cost: 3000 wo Multi-Family Building: (Yes No X) CONTRACTOR Name: Vwn Y License miV D a IA Address: O IJV City: buvNS~i k State: MI~i ZiP: Ri IIVv Phone~il~ - D"`V' 5~"0`~ Contact Pers L COMPLETE THIS AREA ONLY IF CONSTRUCTING A NEW BUILDING Minnesota Rules 7670 Cateaorv t Minnesota Rules 7672 Energy Code . Residentlal Ventllation Category 1 Worksheat • New Energy Code Worksheet Category subnined submimed (4 SubmI33iOn typ8) • Energy Envelope Calculations Submitted In the last 12 maMhs, has the CRy of Eagan issued a permil for a similaz plan based on a master plan4 _Yes _kNo If yes, date and address of master plan: LlcensedPlumber: liir i PlumbPhone: Mechanical Contractor- 1 -l'd 1 ' s~ 1 Q Sewer & Water Cantractor: I Phone: NOTE: Plans and supportirrg dxuments that you submft are consTdered to be public !n/ortnaHon. Portions of the !n/omration may be classiBed as nonpublic if you provide specffic reasons that would permlt the City fo conclude that ihe are trade secrets. I hereby acknovAedge that ihis information is complete and accurate: that ihe work will be in coMOrtnance with the ordinances and codes ot the Cily of Eagan; that I wMerstaM Mis is nd a pemiit, but only an appl'ication tor a permft, end work is rrot to start withou[ a pemii[; that ihe work will be in accordance with the approved plan in Ihe cese of woflc which requlres a review, and epproval of plans. X\knneh',eft• L".yro. x u4,1-0 ''il`1 107 ApplicanYS P ted Name ApplkaM's Signature ~F (D m ou E 0 Page 1 of 3 JuL o -2 2noa l C~ DO NOT WRITE BELOW THIS LINE . sus rraes ? Foundation ? 05-plex ? tfrplex ? Accessory Building ? Pool 7~ Single Family ? Ofrplex El Rreplace ? Porch (3season) ? Ezt AIt. - Mutti ? 01 of _ Plex ? 07-plex ? Garege ? Poreh (4season) ? Ext. Alt. - SF ? 02•Plex ? 08-plex O Deck ? Porch (screenlgazebo/pemola) ? Multi Misc. ? 03PIex ? 10-plex ? Lower Level ? Stortn Damage ? 04-Plex ? 12-plex ? Miscellaneous WORK TYPES New ? Interior Improvement ? Siding ? Demolish Building' ? Addkion ? Move Building ? Reroof ? Deinolish Interior ? Alteration ? Fire Repair ? Windows ? Demolish Foundation ? Replacement ? Egress Window ? Water Damage ` Demdition (entire buildirg) -give PCA handout to applicant DESCRIPTION: /Valuation Occupancy MCESSystem ~ Plan Review Code Edition o(,47a SAC Unks (25%1009'0~ Zoning CHyWater V/Zs Census Code Stories .Z. Booster Pump Ava if of Units ~ Square Feet dv /r. PRV No # of Buildings ~ Length Fire Sprinklers A^o Type of Canst. Width 4:2(~ REQUIRED INSPECTIONS ~ Footings (new bldg) Sheetrock Footings (deck) ~ FinallC.O. Footings (addftlon) FlnaUNo C.O. ~ Fournlation HVAC Drain Tlle aher: ~ Roof: _6~_Ice 8 Water a[' Final _ Pool: _Foofings _Air/ as Tests _Final ~ Framing _ Siding: _Stucco Lath Stone Lath _Bridc Ffreplace:_R.I. _AirTest _Final Windows ~J ~ Insulation _ Retaining Wall Reviewed By: Building Inspector ` 6 RESIDENTIAL FEES: 7r~^ UN /sj%- AJ^f /et 43 ~9 4JT 20 OL/l _ saseFee I ?r C4n /~930C~ 79'~ I03 ~ Surcharge G J& PlanReview ~~/~1331~ q 21~y ~ 4? ~ MC/ES SAC 0~ 21 9 43 ~ citYSac 33' Utility Connection Charge a s&w Permn & Surcharge p,g ek /'f4 Treatment Plant Copies FhonT ~04,~40 Total Page 2 of 3 IV'v 7'r,-,e ree . Il 6'7/14/2008 08:41 9528909281 VENNEHJEM BUILDING PAGE 02/05 Pmnit Numba RESclaeck Complismce Certificate Checked By/Date 2000 Mnnesota F}iergy Code RFScheat SoEware Vasion 3.6 Rdease 2 Data hlename: C:1Frog[am Files\ChocklRESchedc\2225WALLSTICYIMAR070108tcViSCd.ldt PROJECT TiTLE: J..AURSbNKUMAR COUNI'Y: Dakota S?ATE: Minnesota ~ ZONE: 2 CONSTRUCTION TYPE: Siugic Family WINDOW / WALL RATIO: 0.09 ~ AATE: 07/14/08 ~ DATE OF PI.ANS: 07/01108 PROSECT A$SCRIYTION: KUMAR ~ J 2225 WALL STREEI' LOT 1 BLK I WHISPERING WOODS 9TW ADD. EAGAN MN DESIGNE.it1CdN'f ItACT OR: VENNEHJSM BUII.DING CORP. 2500 WEST COtINTY RD 42 SUITE 9 BURNSVII,LE,MN. 55306 COMPLIANCB: Paeses Maximum UA = 634 Yow klome UA = 489 22.90/a Bettcr T.hffit Code (LTA) Gross dlating Area or Caviry COnt. ot Dvor alug iI:FadQS I)A Ecffimsaa B-.Yalna R:Y Geiling 1: Flat Ceiling or Sdssor Sivse 2602 38_0 0.0 78 Wall 1: Wood Fmmq 16" o.c. 352 19.0 0.0 21 wali z: Masonry Blodc with 7nugral Tnsulation;w/ Additional inteaiar lnsulation 944 10.0 0.0 41 Window I: Abovo-Crade:Viayl Fcane:Douhle Pane wilh Low-& 388 0.350 136 Door 1: 5oiid 131 0350 46 Wal] 3: Wood Frazne, lb" o.c. 1248 19.0 0.0 74 Wall 3: Wood Frame. 16" o.a 1550 19.0 0.0 91 I 67/14/2008 08:41 9528909281 VENNEHJEM BUILDING PAGE 03105 Floor 1: AIl•Wood 7oisVTnsss:OvaUnoondiHoned Spacc 59 38.0 0.0 2 Fvmaoe 1: Fomad Hot Air, 92 AFUE Aar Conditioncr 1: Electric Ceattsl Air, 13 SEER Proposed and Maacimam U Factor Aveago Pmposed Mmtiznum Avaage U-Fmxor Allowad U-Factax Abovo-Giade Windows and Glass Doors 0350 0.370 includes Foundaian Windows > 5.6 12 Floors Ova Unconditionad Spaoe 6.026 0.033 COMPLTANCE STATEMENT: The proposed building deaign desaibtd hae is consiateat with the buildittg plans, spxxificffiions, and otha calcul~ions bmi with the pamit application. The pROPOSOd buildutg 6as ban designed w meet the 2000 Minnesota Enagy ~ e mments in RESchedc Version 3.6 Relaese 2(frnmaiY MECc14eoE) ar~d to comply with the m~da2ory isted in the RE5d~~t inapedion Checkl Builda(.OeFign ~e I , ~ . LOT SURVEY CHECKLIST FOR RE5IDENTIAL BUILDING PERMIT APPLICATION PROPERTY LEGAL: DATE6FSURV'EY 10P O$ LATEST REVISION: (D 0) c m r U 'v o z a DOCUMENT STANDARDS ? • Registered Land Surveyor signature and company ~ p ? . BuildingPermitApplicant 'Q 0 ? • Legal description ,Z p p • Address ~V 0? • NoRh arrow and scale ,.g • House type (rambler, walkout, split w/o, split entry, lookout, etc.) .e( • Directionat drainage arrows with slope/gradient % 0 • Proposedlexisting sewer and water services & invert elevation ? ? • Street name 'R • Driveway (grade 8 width - in RM/ and back of curb, 22' max.) 'g ? ? . Lot Square Footage .2 ? ? • Lot Coverege ELEVATIONS Existina ~ ? ? • Property comers . Top of curb at the driveway and propeRy line extensions • Elevations of any exisNng adjacent homes 'X • Adequate footing depth of sWCtures due to adjacent utility trenches ? _12' ? . Waterways (pond, stream, etc.) Prooosed fl ? ? . Garage floor 'V ? ? • Basementfloor ? ? . Lowest exposed elevation (walkouUwindow) ,J21 ? O • Property comers '.0 ? ? • Front and rear of home at the foundation PONDING AREA (if applicable) ? 'V ? • Easement line p 'R ? . NWL ? g ? . HWL ? ;2 ? • Pond # designation ? p • Emergency Overflow Elevation ? ~ O • PondlWetland buffer delineation y . Shoreland Zoning Overlay District y ~ • Conservation Easements DIMENSIONS ~ ? ? . Lot lines/Bearings & dimensions '2 • Right-of-way and street width (to back of curb) ,yJ p? . Proposed home dimensions including any proposed decks, overhangs greater than 2', porches, etc. (i.e. all structures requiring pertnanent footings) • Show all easements of record and any City utilities within those easements ? • Setbacks of proposed structure and s' yard setback of adjacent existing structures ~ ? ? • Retaining wall requirements: Reviewed By: Date~~ G:lFORMSBuilding Permil Appliwtion Rev. 11-26-04 2225 WALL STREET ~ . C ERTIFIC ATE 0 F S URVEY N For: Vennehjem Building Corp. 3:1 Ma)dm,m siopes W~ or Re4s,ining dNall WiN ~ji ~ ~~~R~u' L~L_L./vf\ I¢`n~ ~ui ~i^~rpinln uinnr~^ -28.3 - 21.8 rrfll"~ ~i~livv rrvvv.: c> - 50.0------ > rni i->rrrkiTi I nr% r\ irinni wo~ ~ F UQr,I C.~Im I r, „~~~I m~w M~ 93.9~seN86 9 8a~54„E EC. sso.2 n ~ - - -'-=:DRAINArE & UPLIlY x961.6 N EASEMEN PER PLAT` 1966.9 A1I~ oo (s>~~J~/~ i a Q w I ~ ,380 'SOp~ 1 % W 0 v O Iw y ~ /LSO.o o Z O~. ~ ryti ~ooJ~O ~go O Lf, o m OC) 15.9\ i ~O o~G~^ L I O ` ~ 11 ~ e C^ i~ (n w ~ 66E1 p ° ~ "SOO z IQ ~ r~ I ry1 ~4~-12o~ 31 N ff) ~ 15. ?20 ry~`^oQ0, r7 lso0, y\01 I ~ A I ~ \ w BENCH MARK 0 z TOP OF SPIKE ELEV.=968.68 ~oI o•~ ° ~ Z F ..7 ¢ 11rn1-1 / jT' ° . ~ ~ ^97+0 0 z ~ ¢QF T. V. P ~g6 60~\ 968.6tc W c a w~ M.H.~9 0 --29.83 ¢ o d ° 18 VEl RL°302 89°23'36"E Q aF- 0 0o, - R ~ S T R E E T aZ~ ~ ST REET) / PROPOSED HOUSE = 2,079 SQ.FT. o OR 16.4% OF LOT AREA SAN. SERVICE INVERT ELEV.= TO BE FIELD ----DRtVEWAY = 1,250 SQ. FT. ~ DETERMINED BY CUENT LOT 12,687 SQ. FT. Scale: 1"=30' Page 2 of 2 'IS °1vJ%%es R. Hill, Inc. 2225 WALL STREET C ERTIFIC ATE 0 F S URVEY For: _ Vennehjem Building Corp. PROPERTY DESCRIPTION: Lot 1, Block 1, WHISPERING WOODS NINTH ADDITION, Dakota County, Minnesota. We hereby certify that this is a true and correct survey of the above described property and that it was performed by me or under my direct supervision and that I am a duly Licensed Surveyor under the laws of the State of Minnesota. That this survey does not purport to show all improvements, easements or encroachments, to the property except as shown thereon. Signed this 21st day op June , 2 James R. Hill, InC., ~ EVVLSD By Da:c By. Harold C. Peterson, Minnesota L.S. No. 12294 PAC,aN FN(:iNFERiNG DEPd: Notes: 1. Building dimensions shown are for horizontal & vertical placement of structure ~ Denotes set spike only. See orchitectural plons for building o Denotes set iron monument o Denotes found iron monument & foUndolior dimP,r.SionS, x927.6 Denotes existing elevation , 2. No specific soils investigation has been (930.0) Denotes proposed elevation com leted on this lot b James R. Hill, Inc. Denotes proposed droinage P Y tc Denotes top of curb The suitability of soils to support the specific house proposed is not the responsibility of Bench Mark: 958.06 -TNH-OoPOSite Lots a& s. James R. Hill, Inc. or the SUfV2Y0f. Block 3, WFiISPERIN6 WOODS 9iH 3. No specific title search for existence or non- Proposed Garoge Floor @ Front= 971•7 existence of recorded or un-recorded easements Proposed Garage Top of Block= 972•1 has been conducted by the surveyor as a part Proposed House Top of Block= 972•1 of this survey. Only easements per the recorded Proposed Lowest Floor= 964.0 plat are shown. 4. Proposed grades shown were token from Bearings are on assumed datum the grading &/or development plan prepared by Scale: 1'=30' NYHUS ENGINEERING ~ 0 TJ N 0 61 O James R. Hill Inc. D m O~~ ~ N~ D~> , m ~ Z PLANNERS / ENGINEERS / SURVEYORS N r ~ N o o"' ~°cD m 2500 W. Ctt Ro. 42, 9nE 120, BuraaM1E, MN 55337 N N PHONE: (952)890-6044 FAX: (952)890-6244 Jul 21 08 02:32p evi914 p.l r ITCO ALLIED ENGINEERING COMPANY AN ALLIANCE OF lNSTANT TESTING COMPANY AiJD ALLIED TEST DRILLING Jobsite and La6pratory Tesfing, Geotechnrcal Services, Commercial, Residenfial and Municipa! 7125 West 126'" Street, Suite 500, Savage, Minnesota 55378 Telephone: 952-890-7366 Fax: 952-890-5883 July zi, 2008 ,lUL 2 1 2008 Vennehjem Suilding Corporation PI-.one: 952-890-3000 2500 47 Cc Rd 42 - Suite 9 Fax: 952-890-9231 Burnsvilie, tdinnesota 55337 RE: 2225 Wall Street - Lot 1: Block 1, Whispering Woods 9th Addition Eagan, Dakota County, Minnesota At the request of the excavatzng contractor, a site visit was made on July 18, 2002 at 12:53 P.M. to evaluate subqt'ade soils within a excavation £o-t construction of a walk_out, single family residence. A certificate of survey prepared by James R. Hill, inc. dated June 21, 2005 was conveyed to us bg the contractor at the site. It is our understanding tYiat the 2ot was graded, and a engineered fili pad constructea around 1956. A topographic plan viewed at the site, indicated that approximateiy 9 feet of engineered fi11 may be anticipated within some sections of the pad. At the time of the inspection, the build area had been excavated consistent with proposed footing and foundation depth requirements 'Por the house and garage, with'the exception of a portion of a:' step-out at the northwest corner of the hoi:se. Soils consisted of a plastic sandy loam, with a thin concentration of gravel and some scattered cobble. An isolated zone of dark soils, approximately 7 feet in lengttx, was observed within the southwest section of the waikout footiny -uY2nch. Tlie refzrenced soil3 are stained (characteristic of ho•rizon "S"), buL contain no deteci.aule organic u3ors or vegetation. T]-ie soils as observed within the waikout trench rrtay indicate that the rear footing line intersects the oversize zone, or exter.ds beyon3 tha original engineered fiil pad. Two :.est aits excavated at the southwest corner of the pad indicated a similar soil p:ofile with isolate3 patches of dark soil. Soil moisture within the site was well beiow optimum, with no groundwa'i,zr infiitration noted. To evaluate the screngtl^, of the scils, a 5/3th inch diameter smooth orobe was t:sed to penetral.e soils at xandom along the pe::imetet footing lines, and aaross the base of the excavation. With full body weight applied, the probes indicated -a hign level of consolidation, including the area of dark soil_ within the suuthwest section of the walkout trench. Jul 21 08 02:33p P•2 To assess the relative toadbearing c:apacity of the soils, dynamic cozie penetrometer tests were conciucted aiong proposed footing lin2s at 3 locations. The dynamic cone penetrorneter (DCP), uses a eight kilogram (17.6 pound) hammer to drive a 20 millimeter diameter conical point into the soil, with the penEtration recurded in millimeters per hlow. From the DCP readings, a per blow, penetration average was recorded and a N-value derived. This N-value, is an empirical relationship we have established to equate the dynamic cone data to the more familiar blows per foot (BPF) standard penetration soil boring test. Tesk #1 - Wal,,out Footing (Southwest Section) Drp Depth Per B1ow Ava. 1[+-Value Estimated Load 349 Mbi (13.77') 20.2 Ahl / N-16.5 Exceeds 4000 PSF Test #2 - Wal}:out r^ooting (fiorthwest 3ection) DCP P epth Per Elow Avg. / iv-Value Estimatecl Luad 757 MM (29.8"j 25.3 IdM / P3-10.6 3675 PSF Test #3 - r^ront Fcoting (Mid-point) DCP Decth Per biow hvq. / N-Value Estimated L03G 172 ;tM ( 6_ S") 9.1 ,Lm / i1-35 Exceeds 4000 PSF ?n our opinion, the observed and tested subgrade soils are acceptable and would be expected to meet or exceed an asstamed net allowable bearing capacity requirement of 2000 PSF for the proposed canstruction. Our observations and subsequent evaluation on this date is limited in scope to soil conditions observed within the house ioundation exeavation, ancl 'uo the E:levation achieved by shallow probes and dynamic cone penetrometer tests. We therefore, are unable to'assess subgrade soi2s at depths which may be encountered by borings cunducted as part of a standard subsurfac2 geotechni.cal investigation. Sincerely, Instaxit Testing Company Reviewed By: anarlor Stand~sh Roflert F. Sullentrop, P.E. Inspector Minnesota Reg. #17823 CC: City of Eagan Building Inspactions #701 - 1 / #605 - 1 1/4 / #510 - 1114 / #304 (3) DCP / #612 - 17 VENNJEM5.DOC Use BLUE or BLACK Ink r I For Office Use / I I City of Eam j Permit L,) 00 I Permit Fee: 1 3830 Pilot Knob Road I Eagan MN 55122 i Date Received: cl /V It Phone: (651) 675-5675 i staff: 1 Fax: (651) 675-5694 r-------- 2014 RESIDENTIAL, PLUMBING PERMIT APPLICATION Date: t l Site Address: ~(;71OS wail Tenant: k Suite Resident/Owner,.. Name: 1 t Phone: CS 1-3,31 I Address / City / Zip: e r 1 tlV1 Name: CT( 1 License q 1 / 7 bJC 1 / P r City: t uor~ Address: .3 L. ® 10 Contractor pp ~ ~ Phone: State: t..JU Zip: (310 lU l1 Contact: &V1,1b6LLf--Email: 3 Type of Work - New Replacement _ Repair _ Rebuild _ Modify Space _ Work in R.O.W i Description of work: RESIDENTIAL r Water Heater X Water Softener Permit Type Lawn Irrigation RPZ PV8) Add Plumbing Fixtures Main Lower Level) Septic System New Water Turnaround I Abandonment RESIDENTIAL FEES: $60.00 Water Heater, Water Softener, or Water Heater and Softener (includes $5.00 State Surcharge) $60.00 Lawn Irrigation (includes $5.00 minimum Sate Surcharge) ` $60.00 Add Plumbing Fixtures, Septic System Abandonment, Water Turnaround* (includes $5.00 State Surcharge) *Water Turnaround (add $200.00 if a 5/8" meter is required) P $115.00 Septic System New ($10.00 per as built) (includes County fee and $5.00 State Surcharge) r TOTAL FEES $ 0. (3o I 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.gooherstateonecall.org 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 worts 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 iC~fl ~P-ko X Applicant's Printed Name Applic 's Signature 771, 7777 111" n, FOR OFFICE USE Reviewed By: ( Date:. Required Inspections: round Rough-In Air Test Gas Test Final MetaifR~~~ed#f`ns ~l~ttf~l~T;: I~~~~3~ead tiff. -