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4826 Steeplechase Cirf 44* City of Evan 3830 Pilot Knob Road Eagan MN 55122 Phone: (651) 675-5675 Fax: (651) 675-5694 r Lit:61 RECEIVED JUN 0 8 7011 Use BLUE or BLACK Ink Permit Fee: Date Received: 2011 RESIDENTIAL BUILDING PERMIT APPLICATION Date: Site Address: RESIDENT / OWNER Name: ?GLv\,i t *- S Vim1,. e Vg. Phone: e0S/ 7 5 c 6 C) 0 f v t _ _ /e C.( Address /City /Zip: 4g 2� 5 �Q � YILC�_ c14,, Applicant is: \ Owner X Contractor TYPE OF WORK Description ofwork: `beck_ e)w te4Ast vti Construction Cost: Multi -Family Building: (Yes / No ) CONTRACTOR Company: u {their Remo ( Kt. Vw. Contact: 'NV( Ufa V -I) Address: 3043 WQOd!a a Trail City: E a;vL State: Mit t Zip: S5Z3 Phone:IOCI ,S5 07 � j b�7S 387 3 License #: 200 3 5 c7.7? Lead Certificate #: Does this project require Lead Remediation? 0 Yes N No (see Page 3 for additional information) If no, please explain: In the last 12 months, No If COMPLETE THIS AREA ONLY IF CONSTRUCTING A NEW BUILDING has the City of Eagan issued a permit for a similar plan based on a master plan? yes, date and address of master plan: _Yes Licensed Plumber: Mechanical Contractor: Sewer & Water Contractor: Phone: Phone: 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 t conclude that:they are"trade `secrets. '` ,' 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.00pherstateonecall.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 accordance with the approved plan in the case of work which requires a review and approval of plans. 16-0 y Du-f-Aei - Applicant's Printed Name x Applicant's Signature Page 1 of 3 Ilea, $Q/ ch c?Se Or DO NOT WRITE BELO THIS LINE SUB TYPES Foundation Single Family Multi 01 of _ Plex Accessory Building WORK TYPES New Addition Alteration Replace Retaining Wall DESCRIPTION Valuation Plan Review (25%_ 100% y) Census Code # of Units # of Buildings Type of Construction Fireplace Garage T Deck Lower Level Interior Improvement Move Building Fire Repair Repair 2,00 1/6 REQUIRED INSPECTIONS Footings (New Building) Footings (Deck) Footings (Addition) Foundation Drain Tile Roof: _Ice & Water Final Framing Fireplace: _Rough In _Air Test Insulation Sheathing Sheetrock Reviewed By: RESIDENTIAL FEES Base Fee Surcharge Plan Review MCES SAC City SAC Utility Connection Charge S&W Permit & Surcharge Treatment Plant Copies TOTAL Porch (3 -Season)_ Storm Damage Porch (4 -Season)_ Exterior Alteration (Single Family) Porch (Screen/Gazebo/Pergola) _ Exterior Alteration (Multi) Pool Miscellaneous Siding Reroof Windows Egress Window _ Demolish Building* Demolish Interior Demolish Foundation Water Damage *Demolition of entire building - give PCA handout to applicant Occupancy,L !f MCES System Code Edition (t,/1.,, J,.0 SAC Units Zoning ('P City Water Stories Booster Pump Square Feet PRV Length Fire Sprinklers Width Final n Meter Size: Final / C.O. Required Final / No C.O. Required HVAC Other: Pool: Footings Air/Gas Tests Final Siding: Stucco Lath Stone Lath Brick Windows Retaining Wall: _ Footings _ Backfill _ Final Radon Control Erosion Control Building Inspector 14 arx 3;_ .c)c- Zoo /71/1 L-\) Page 2 of 3 ( KuusIIFIro LTD ) Certificate of Survey OF 4826, 4828, 4830 STEEPLECHASE CIRCLE NORTH 0 30 SCALE IN FEET L/ • TOLL BROTHERS 1400 Corporate Center Curve Eagan, MN Zip 55121 9q5Ya sOr I \ 2 3:1 Maximum Slopes or Retaining Wall Will Be Required SAN MH Drainage and Utility Easement per gg�• �g • p I.P.= INSTALL !rlQfl'in' !4 LANKET SOP/ Center of circ! WO House Minimum lowest floor elevation = 977.4 Prop. San. & Water Inv. elev. = 970.0 �90o BENCHMARK Top Nut Hydrant Lots 1 and 2. SieepieeriGse Elevation = 989.17 feet (NGVD 1988) MH - ,y is r•A n I 453 b, L ,-%.7 v CV 0 63 CO Cin 1.6q1 'C.'', Drainage and Utility i \ Easement per plot LP 56 NWL-963 9 HWL-969.4 ,,SIL %,"'" pV I L. V b � O 1,i�11 I dI \ � 1 r( EAGAN ENGINEERING DEPT. AREA Lot 2, Block 8 Area Total Condo area 20% Mox. Coverage Foundation Lot 3, Block 6 Foundation *Lot 1, Block 7 Foundation Lot 2, Block 7 Foundation Lot 1, Block 8 Foundation Lot 2, Block 8 Foundation Lot 5, Block 8 Total Foundation coverage Remaining coverage Available c = 19,001 sq. ft. = 703,324 sq. ft. = 140,665 sq. ft. = 9073 sq. ft. = 9074 sq. ft. = 7106 sq. ft. = 6676 sq. ft. = 6815 sq. ft. = 9072 sq. ft. = 47,816 sq. ft. = 92,849 sq. ft. • = Iron monument found • = Offset iron = LEGEN Drainage & Utility Easern,en,t' x800.0 = Existing Elevation oo.o Proposed elevation from gra or development pion —840— = Existing 10' contours —842— = Existing 2' contours CITY OF EAGAN Lot 2, Block 8 STEEPLECHASE OF EAGAN Subject to easements of record, if any. ^ +- Draingg qi ection 840-- = Pr641i9 contours from groding pion 842— _ prapt, 2 contours from grading pion kit/Sting sanitary sewer Existing storm sewer Existing water = Sanitary manhole = Gate valve = Hydront = Flared End Section -r r -y 1 L. ]IDL (ottki91,, Bearings show& are ossumed PROPOSED ELEVATIONS 4826 Garage floor elev. = Top of block elev. = Lowest floor elev. • = 975/ (Lookou t) 984.0 984.3 I hereby certify that this survey, plan or report was prepared by me or under my direct supervision and that I am a duly Licensed Land Surveyor under the lows of the State of Minnesota. e Michael E. Cannon, MN License No. 40035 Revised: 7-5-07 City Comments Revised: 7-20-07 City Comments June 15, 2007 Date PROPOSED ELEVATIONS 4828 & 4830 Garage floor elev. = Top of block elev. = 987.1 Lowest floor elev. = 978.4 984.7 DRAWN: JAG CHECKED: MEC Drawing File: 700\718-L2.B8 ,DWG Project No. 2006-408-L RLK Duluth, MN. Hibbing, MN. Ham Lake, MN. Minnetonka, MN. Phone: (952) 933-0972 Fax: (952) 933-1153 www.rlk-kuusisto.com 6110 Blue Circle Dr. •Suite #100;• Minnetonka, MN. 55343 Jul 20, 2007 3: 31 pm T: \Toll Brothers\2006-408—L\dwo\700\718—L2-08.dwa Address: 4826 Steeplechase Circle Zip: 55122 Permit:79O55 .� THE FOLLOWING ITEMS WERE/WERE NOT COMPLETE AT FINAL INSPECTION ON : • 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: GBldg 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 Trail/curb damage 'Y Porch Lower level finish .›( Deck Fireplace N • 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: GBldg Insp/Forms/2007/Checklists Date: 6/11/07 Revision Date: 6/11/07 New Construction Site Information Address 1: 4826 Steeplechase Circle Project #: Steeplechase of Eagan Address 2: Lot: 4 Block: 8 City: Eagan County: Subdivision: Application Information Business Name: Ray N Welter HVAC MN Contractor License #: Contact Person: JOE Office Ph: 612-8256867 Fax: Cell Ph: Address 1: 4637 Chicago Ave. So. City: MPLS. State: MN. Zip Code: 55407 House Details Square Feet: 3583 sq. ft. Avg. Ceiling Ht: 12.25 Number of Bedrooms: 2 ft. Ventilation : Balanced Total Ventilation Capacity : 192 cfm. Minimum Continuous Ventilation :45cfm. Intermittent Ventilation: 147 cfm. Combustion Appliance Water Heater: Power Vent Input BTUs: 80,000 Independently Vented Furnace/Boiler: Direct Vent/Sealed Combustion Input BTUs: 80,000 Independently Vented Other Combustion Appliances Gas Fired Direct Vent Fireplace(s): Yes Gas Fired Power Vent Fireplace(s): No Gas Fired Natural Draft Fireplace(s): No Solid Fuel Appliance(s): No Exhaust Equipment Continuous Exhaust Ventilation Capacity (cfm): NA Clothes Dryer (cfm): 135 Exhaust Fan Rating (cfm): 300 Make -Up Air No Make -Up Air Required by Code Combustion Air Minimum Combustion Air Requirements Met. Applicant Name (print): Aq /,;1 Signature/Date: Code Official (print): Signature/Dater © 2004 CenterPoint Energy Minnegasco. 2004 Mechanical Code Guidelines. Page 1 /o.ss s6e- 7 ~ ~L `7, , . . PL qd. so c ~ 2007 RESIDENTIAL BUILDING PERMIT APPLICATI N~~5 ~ 9() 50 ~ Cify OFEagan C4 t { ' 7-,~~ j gCf~ ~ 3830 Pilot Knob Road, Eagan MN 55122 _ Telephone 4 651-675-5675 FAX # 651-675-5694 NewConstmctlonReouirements - RemodellReoairReauirements OfficeUseOniv ?6 registered site surveys shaxing sq. ft. of lot, sq, ft. of house; and aii mofed areas 2 copies of plan shaving footings, beams, joists Cert M Survey ReaJ _ Y_ N (20% maximum lot coverage allowetl) 1 set M Energy Calculations (or heated additions Soits Report " Y - N t So4s Report if proposed building is to be placed on tlisWrbed soil 1 siie survey for addi6ons 8 decks TreePresPlan Recd ;_Y _N. ?¢copieso(planshoxwigbeam&windowsizes;pouredfounddesgn,e[c. AddRion-indrratei(omsifesepficsys(em Treg'.PresRequired _Y _N ?isetofEnergyCalculations On-siteSepticSystem. _ Y _N 3 copies of Tree Preservalion Plan'rf lot platted aRer 711193 , v(tim JmslDetail Opfions selection sheet t6uildings wiU 3 or less uniLS) See,q,.qg Vfrtinnegascomechaniwiventitationiorm Plans are considered ublic information unless ou state the ar trade secret and the reason. Date -40- /0 ~ ConsMuction Cost # /r J~~ 3-7J Si[e Addres ~ Unit/Ste SJ 7ZrK 5 112- Description of Work ~lesl~liV Lhh~( ' ~f ~ ~ . r Multi-Family Bldg Y_ N Fireplace(s) _ 0 1 _ 2 Property Owoer Telephone # ( ) - Contractor Address CitY ' State Zi InV22__ Telephone # (GjS/) ~ • ~ L(O COMPLETE THIS AREA ONLY IF CONSTRUCTING A NEW BUILDING - Minnesota Rules 7670 Cate¢orv 1 _ Minnesota Rules 7672 Energy Code Category . Residential Ventilation Category t Worksheet • New Energy Code Worksheet (J submission type) Submilted Submitted . Energy Envelope Calculations Submitted In the st 12 months, has the City of Eagan issued a permit for a similar pla based _a~ s~t~; p,l-an2 ~ Y _ N If yes, date an ddress of masier plan: / Licensed Plumber Teiephone #(763) Mechanical Contractor c ~ Telephone #((~ZJ OZ~ ~6067 \c ~p -i3s3~ SeweNWater Contractor ` 6X~~u u Telephone #(&(y) 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 th case of work which requires a review and approAW - Ap icl ant's Printed Name pplican s Signatur ~J 1 DO NOT WRITE BELOW THIS LINE Sub Tvpes ? Ot Foundation ? 07 05-plex ? 13 16-plex ? 20 -Pool ? 30 Accessory Bidg ? 02 SF Dwelling ? OS 06-plex ? 16 Fireplace ? 21 Porch (3-sea.) ? 31 Ext. Alt - Muiti ? 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/pergola) ? 36 Multi Misc. 76 05 03-plex ? 11 10-plex ? 19 Lower Level ? 24 Storm Damage ? 06 04-plex ? 12 12-plex ? 25 Miscellaneous k T es or31 New ? 35 Int Improvement ? 38 Demolish Interior ? 44 Siding ? 32 Addition. ? 36 Move Building ? 42 Demolish Foundation ? 45 Fire Repair ? 33 Alteration ? 37 ~ Oemolish 8uilding` ? 43 Reroof ? 46 Windows/Doors ? 34 ReplaCemenf `Demolition (Entire 81dg) - Give PCA handout to applican[ D@SCfIptI0I1: Water Damage _ Yes Valuation ~q 1, Go Occupancy -?C Y MCES System Plan Review 100% or 4 25% Census Code Zoning ~ City Water SAC Units Stories ~ Booster Pump # of Units 15 Sq. Ft. v PRV # of Bidgs Length Fire Sprinklered Type of Const Width ~ REQUIRED INSPECTIONS Footings (new bldg) Sheetrock _ Footings (deck) eX FinaUC.O. Footings (addition) Final/No C.O. Foundation _ HVAC • Drain Tile Other Roof 1ce & Water Final Pool Ftgs AidGas Tests Final ~ Framing _ Siding _ Stucco Lath St ne Lath _Brick ~ Fireplace ~ R.I. ~ Air Test )(Final - Windows Insulation Re[aining Wall Approveci By: Building Inspector Base Fee / ne Surcharge ( ~ ~ • ~C J J(S~ -f ~p( ~ Plan Review 7y(~7 MClESSAC S <ot/ i City SAC 6y Utility Connection Charge S&W Permit & Surcharge n Treatment Plant ov~,~~ ~ 4 p y License Search C, Copies 3 70 9 Other Total X 0v ~ o q,n REScheck Software Version 4.0.1 . Compliance Certificate Project Title: Glencoe Model Report Date: t tl3olo7 Data fllename: K:\_ENGINEERING SERVICESI_HVAC DEP7%_Energy CalculationslMN\Steeple Chase of Eagan- Carriage-SECR\0041GIencoe-Classic-004-20061RC. rck Energy Code: 2006 IECC Location: Minneapolis, Minnesota Construction Type: Multifamily Builidng Orientation: Bldg. faces 45 deg. from North Conditioned Floor Area: 2150 14:2 Glazing Area Percentage: 13°/a Heating Degree Days: 7981 Climate Zone: 6 Construction Site: OwnerlAgent: Designer/Contrador: Steeplechase of Eagan - Cartiages- SECR Toll Brothers Inc. Toll Brothers Inc. 4826 Steeplechase Circle 250 Gibraltar Road Eagan, MN 55122 Horsham, PA 19044 Permit # 004 Permit Date: 11/30/2007 D. Flat Ceiling: Flat Ceiling or Scissor Truss: 1705 44.0 0.0 46 Wall Ceiling: Flat Ceiling or Scissor Truss: 242 44.0 0.0 7 Garage wall: Wood Frame, 16" o.c.: 267 19.0 0.0 75 Orientation: Front Door 5: Solid: 17 0200 3 Orientation: Front Band Joist: Wood Frame, 16" o.c.: 219 19.0 0.0 13 Orientation: Front Ezterior Wall 6": Ezterior Wall fi": 1898 19.0 0.0 96 Orientation: Right Side Window 2: Vinyl Frame:Double Pane with Low-E: 250 0.350 88 SHGC: 0.33 Orientation: Right Side Door 7: Solid: 20 0200 4 Orientation: Right Side DoorB:Glass: 20 0.340 7 SHGC:027 Orientation: Right Side Basement Wall 1: Solid Concrete or Masonry: 991 0.0 10.0 50 Orientation: Front Wall height 8.5' Depth below grade: 8.5' Insulation depth: 8.5' Window 3: Vinyl Frame:Double Pane with Low-E: 40 0.350 74 SHGC: 0.33 Orientation: Front Furnace 1: Forced Hot Air: 92 AFUE Air Conditioner 1: Electric Central Air: 13 SEER Compliance Statemenf: The proposed building design descnbed here is consistent with the building plans, specifications, and other calculatlons submitted with the pertnit application. The proposed building has 6een designed to meet the 2006 IECC requirements in REScheck Version 4.0.1 and to comply with Me mandatory requiremenGS listed in the REScheck Inspection Checklist. Glencoe Model Page 1 of 5 • I hc:r:by cari :v t',.t ti;ic f izn, Wdia rraion, . ;vasFreFxre.dby ' I/LSu Gw55c-' AF,sl'Dircc{-er oF~9~ rr." or wdc: ;:r; ci-ect supervision Name - Title `$igna u[e . Date I~rifi'CS'_IOC31 `:!?C;tt.C.FLL^Cl`.;'''.~18 Ica~:; cfcF.Fl [i:e.ie c°N'-'snrtcsota. Project Notes: Elevation: Classic Pt:nt Nmr,°: ISA M. GP.OS$fi Options: 007, 016, 070, 178 B. Leonards S?o ablie: u ~ ,040 Order 18329 Task 65675 Date (2 Lice.~se #4483$ Glencoe Model Page 2 of 5 REScheck Software Version 4.0.1 Inspection Checklist Date: 11/30/07 Ceilings: ? Flal Ceiling: Flat Ceiling or Scissor Truss, R-44,0 cavity insulalion Comments: ? Wall Ceiling: Flat Ceiling or Scissor Truss, R-44.0 cavity insulation Comments: Above-Grade Walls: ? Garage wall: Wood Frame, 16" o.c., R-19.0 cavity insulation Comments: ? Band Joisl: Wood Frame, 16" o.c., R-19.0 cavity insulation Comments: ? Exterior Wall 6": Exterior Wall 6", R-19.0 caviry insulation Comments: Basement Walls: ? 6asement Wall 1: Solid Concrete or Masonry, 8.5' ht! 8.5' bg f 8.5' insul, R-10.0 continuous insulation Comments: WlndoWS: ? Window 2: Vinyl Frame:Double Pane with Low-E, U-factor: 0.350 For windows without labeled U-factors, descriha fealures: #Panes - Frame Type Thermal Break? _ Yes - No Comments: ? Window 3: Vinyl Frame:Double Pane with Low-E, U-factor: 0.350 For windows without labeled U-factors, descnbe features: #Panes - Frame Type Thermal 8reak? - Yes - No Comments: Note: Up to 15 sq.it. of glazed fenestretion per dwelling is exempt from U-factor and SHGC requirements. Doors: ? Door 5: Solid, U-factor 0200 Comments: ? Door 7: Solid, U-factor: 0200 , Comments: ? Door 8: Glass, U-factor: 0.340 Comments: Heating and Cooling Equipment: ? Furnace 1: Forced Hot Air: 92 AFUE or higher . Make and Model Number: ? Air Conditioner 1: ElecMC Central Air: 13 SEER or higher Make and Model Number: Glencoe Model Page 3 of 5 ' AirLeakage: Fl Joints, penetrations, and all other such openings in the building envelope that are sources of air leakage are sealed. Fl Recessed lights are either 1) Type IC rated with enclosures sealed/gasketed against leaks to the ceiling, or 2) Type IC rated and ASTM E283 labeled, or 3) installed inside an air-tight assembly with a 0.5" clearance from combustible materials and a 3" clearance from insulation. Vapor Retarder: F-I Vapor retarder is installed on the warm-in-winter side of all non-vented framed ceilings, walls, and floors; or it has been determined that moisture or i[s freezing will not damage the materials; or other approved means to avoid condensation are provided. Comments: Materials Identification: F-I Materials and equipment are identified so that compliance can be determined. F-1 Manufac[urer manuals for all installed heating and cooling equipment and service water heating equipment have been provided. I Insulation R-values, glazing U-hactors, and heating equipment efficiency are clearly marked on the building plans or specifications. 0 Insulation is installed according to manufacturer's instructions, in substantial contact with the surtace being insuiated, and in a manner that achieves the reted R-value without compressing the insulation. Duct Insulation: ~ Duds in unconditioned spaces are insulated to R-S. ~ Ducts in floor trusses are insulated to R-6. Duct Construction: F-i Air handlers, filter boxes, and duct connections to flanges of air distribution system equipment or sheet metal fittings are sealed and mechanically fastened. F-I All joints, seams, and connections are made substantially airtight with tapes, gasketing, mastics (adhesives) or other approved closure systems. Tapes and mastics are rated Ul 181A or UL 181 B. F-1 Building framing cavities are not used as supply ducts. F-I Automatic or gravity dampers are insfalled on all outdoor air intakes and exhausts. , Fl Additional requirements for tape sealing and metal duct crimping are included by an inspection for compliance wifh the Intemational Mechanical Code. Temperature Controls: Li Thermostats exist for each dwelling unit (non-dwelling areas must have one thermostat for each system or zone). A manual or automatic means to partially resMct or shut off }he heating andfor cooling input to each room is provided. Electric Systems: [-I Separate electric meters exist for each dwelling unit. Heating and Cooling Equipment Sizing: Fl Additional requirements for equipment sizing are included by an inspection for compliance with the International Mechanical Code. Circulating Hot Water Systems: F-I Circulating hot water pipes are insulated to R-2. Fl Circulating hot water systems include an automatic or accessihle manual switch to turn off the circulating pump when the system is not in Use. Heating and Cooling Piping Insulation: F-I HVAC piping conveying Fluids above 105 degrees F or chilled fluids below 55 degrees F are insulated to R-2. Certificate: F-I A permanent certifcate is provided on or in lhe electrical distri6ution panel listing lhe predominant insulation R-values; window U-factors; type and efficiency of space-condi0oning and water heating equipment. NOTES TO FIELD: (Building Department Use Only) Glencoe Model Page 4 of 5 Glencoe Model Page 5 of 5 S 2006 IECC Energy ~ Efficiency Certificate Ceiling I Roof 44.00 Wall 19.00 Floor 1 Foundation 0.00 Ductwork (unconditioned spaces): e. . Window 0.35 0.33 Door 0.20 0.27 Forced Hot Air Furnace 92 AFUE Electric Central Air Conditioner 13 SEER Water Heater: Name: Date: Comments: • LOT SURVEY CHECKLIST FOR RESIDENTIAL BUILDING PERMIT APPLICATION . PROPERTY LEGAL: s4~~pr 2... C/ /fa DATE OF SURVEY: -7 LATEST REVISION: 70107 ~ c R t U a ~ O z a DOCUMENT STANDARDS ? • Registered Land Surveyor signature and company ~j p ? . Building Permit Applicant ~ ? ? . Legal description ,B ? 0 • Address ~g ? ? • NoAh arrow and scale • House type (rambler, walkout, spl'rf wlo, split entry, lookout, etc.) . Diredional drainage arrows with slopelgradient % ,g . Proposed/exisGng sewer and water senrices & invert elevation p-K • Streetname-Lc.6el ~{eepkC~s~Lctwte-feo. • Driveway (grade & width - in RNV and back of curb, 22' max.) ~ ? ? • Lot Square Footage ~ ? ? . Lot Coverage ELEVATIONS Existin ? ? • Property comers . • Top of curb at the driveway and property line extensions "@' 0 O • Elevations of any existing adjacent homes 'g p? . Adequate footing depth of structures due to adjacent utilily trenches ~g p ? • Waterv?ays (pond, stream, etc.) Proposed ? ~ . Garege floor B ? ? . Basementfloor ~G lkouUwindow) ~ • Lowest exposed elevation (wa - ? p? . Propertycomers a-t -taQ k~Le4D . p . Front and rear of home at the foundation 0'~Xup U PONDING AREA (if applicable) yr ? ? • Easement line ~ p ? . NWL ~g ? ? . HWL ? ? • Pond # designation )2r ? 0 • Emergency Overflow Elevation ,15 p ? • Pond/Wetland buffer delineation y . Shoreland Zoning Overlay District y t~ • Conservation Easements DIMENSIONS ? 0 • Lot Iines/Bearings & dimensions ?Iff . Right-of-way and street width (to back of curb)-S/wu/ da~' dq enSiimS Q., SFeEp~~~Se Gre/~ ?,!f . Proposed home dimensions including any proposed decks, overhangs greater than 2', porches, etc. (i.e. all ctructures requian_g permant footinqsl - I-~ ~!A+'P,~ SFwn a.S ?-~PS wY d; mE~Sr'o~S, ,Ef D 0 • Show all easements of record and any City utilities within those easements A 0 0 • Setbacks of proposed strudure and sideyard set6ack of adjacent existing structures ,0 ? ? . Retaining wall requirements: Reviewed By: Date 7/Z7/o7 G:/FORMSBuilding PermR Application Rev. 11-26-04 .•°=-T LOT SURVEY CHECKLIST FOR RESIDENTIAL BUILDING PERMIT APPLICATION PROPERN LEGAL: DATE OF SURVEY: • LATEST REVISION: 7{~O-7 d ~ c R r U O 'z a DOCUMENT STANDARDS -1~1 ? ? • Registered Land Surveyor signature and company ~f p ? . Building Permit Applicant ~ ? ? • Legaldescription ? O • Address 'g ? ? • North arrow and scale ,ff . House type (rambler, walkout, spld w/o, split entry, lookout, etc.) 2r • Directional drainage arrows with slopelgradient °h ,g p p . Proposed/epsting sewer and water services & invert elevation ~ p -9 • Streetname-Lc.6el 5-(-e4kdaSe-lltn2 -feo. ~ ~Z • Driveway (grade & width - in RNJ and 6ack of curb, 22' max.) )g ? ? . Lot Square Footage ,p ? ? • Lot Coverage ELEVATIONS Existin p' ? ? • Property corners ,g • Top of curb at the driveway and property line extensions ,,@- . Elevations of any existing adjacent homes ~g p? • Adequate footing depth of strudures due to adjacent utility trenches ~ ? ? . Waterways (pond, siream, etc.) Prooosed r ~ ~j p,g . Garage floor - G~i~f.Gi P~- ~ 48Z8~`~3J " 5 A~ OZ 9S`I' .7 ~ . ~ ~ ? ? • Basementfloor ~11 0 . Lowest exposed elevation (walkouUwindow)-46? G i~w~ LI&) t~ ? ? • Property comers c~ ~a ~ ~ ~ ~ ~?0 . Pront and rear of home at the foundation ~~j ° U PONDING AREA (if applicable) pr ? ? • Easement line yer 0 0 • NWL ? ? • HWL 0 ? • Pond # designation ,0 p ? . Emergency Overflow Elevation . ,e( p ? • Pond/Wetland buffer delineation y . Shoreland Zoning Overlay District y l~) • Conservation Easements DIMENSIONS p ? • Lot lines/Bearings & dimensions (l~ ?0 . Righf-of-way and street width (to back of curb) - Skr? ba"~' c?'^4nSiw-~ w, Sle~~~-~ Se G rele ?,T • Proposed home dimensions including any proposed decks, overhangs greater than 2', porches, etc. (i.e. all ~fructures requiljLq pertnanent fnofl- I-~5 eI CtICs SFrswp c~S $4ov W/ • Show all easements of record and any City utilities within those easements • Setbacks of proposed structure and sideyard setback of adjacent existing structures z ? ? • Retaining wall requirements: Reviewed By: Datez~/d/c)_ 7/Z 7/p7 G:/FORMSBuilding Pertnft Appliration Rev. 11•26-04 ~ ~oll Architecture~ December 21, 2007 7on Henson Steeplechase of Eagan - Carriages 4876 Steeplechase Way Eagan, MN 55122 RE: Glencoe - TBI Lot #OO~teeplechase Circle Wyyzata - TBI Lot #006 ( 483 fd Steeplechase Circle Wayzata - TBI Lot #046 '~W7 Steeplechase Court Glencoe - TBI Lot #049 4991 SteeplecYiase Court Glencoe - TBI Lot #033 4898 Steeplechase Court Wayzata - TBI I.ot #036 4904 Steeplechase Coiuf Dear 7on, For TBI Lots 004, 006, 033, 036, 046, and 049 (Glencoe and Wayzata models), a(2) 1 3/4" x 9 1/4" LVL header was installed over the 16' garage door. The 9 1/4" LVL is not deep enough to comply with the APA garage portal bracing detail (shown on detail ENG-6/13.2). A new 11 1/4" deep header must be installed per the following procedure (all work may be done from the interior of the garage so that all exterior fmishes may remain): 1. Remove all drywall from the inside face of the front garage wall. 2. Cut and remove cripple wall studs located above the existing door header. 3. Install a new (2) 1 3/4" x 11 1/4" LVL header directly on top of the existing header. The new header should be the same length as the existing header. The new.header does not need to be nailed to the exisring header. 4. Install new cripple wall studs from the top of the new header to the underside of the double top plate. 5. Install min. 3/8" wood structural sheathing to the entire interior face of the front gazage wall using the same nailing pattern as indicated on the attached detail. The sheathing shall be installed from the bottom of the bottom plate to the top of the top plate, and for the entire length of this wall. 6. Install drywall over the interior sheathing as needed. If you have any questions or concems, please do not hesitate to call. Sincerely, i hereby certify that this plen, speci- Toll Brothers, Inc. fication, or report was prepared by me or under my direct supervisioa and tbat I am a duly Licensed Professioral Eneineer under the Lisa Gr se, P.E. laws oFthe SYate of Minnesota Assistant D'uector of Engineering print Name: ISA M. GROSSE MN License #44835 _ signatnte: a~'l~l., .1~~ CC: Ken Mackenzie LMG/ll Date !2 yl 5 Li #44835 SECR 1tr0014 EASTBRN D[VISION 250 GiUraltar Road o Horsham, PA 19044 n (215) 293-5300 a FAX: (215) 293-5313 PfiTLADELPHIA m ORLANDO n SCOT'TSDALE a DALLAS a DENVER m LOS ANGELES .9 `Toll Brothers COMPdNY NEW (2) 7 3/4' x 11114' LVLHEADER EXIST. (2) 1314- X 9 UO' ' LVLHEADER r---------------- - A NEW (2) 1 314" z N 1/4' LVL HEADER , - li EXIST.(2)1374"X91/4" I LVL HEP.DER FASiEN INiEftIOR SHEATHING II TO HEADER WI7H M. COMMON I NAILS IN 3' GRID PATTERNAS I SHOWNAND 3'O.C.INALL I NEW3lB"MIN. FR4MING(STUDSANDSILLS) I THICKNESSWOOD TYP. II STRUCNRAL PANEL II SHEATHING ' II EXIST. FXTERIOR WOOD STRUCTURAL ' I PANELSHEATHING ~I II n • . tl ' a. ' . A SECTION A-A GARAGE DOOR WALL I NTERIOR ELEVATION SCALE:NTS DATE INIT - cla;:, speci- 12-19-07 LMG c:*ma;twai;p^?p::eclby . . me a; :utdcr my Cin:tt scpervisian ar.d t:;at I wr. . d<<•.y Licenseu PToi~ssion_!',a=::^°:RUZSdzr ine la ns u:` die SLate oi ;:4;i':ncsotn. Prir.t :dame: ISA hi GRCSSE .°i:gL^.'.'~L~: 'w Date IZ 21 0~1 Lice e~'44335 p 2004 ToLL sROniERS, iNC. COST CODE: RFI # 67771 -GLENCOE AND WAYZATA MODELS SCALE; 1" = 11-0" GARAGE PORTAL REPAIR - SECR - TBI LOTS #41 61 33, 36, 46, 49 1 OF 1 ~ `7"0ll Archl'tecture~ December 21, 2007 Jon Henson Steeplechase of Eagan - Carriages 4876 Steeplechase Way Eagan, MN 55122 RE: Glencoe - TBI Lot #004 82 Steeplechase Circle Wayzata-TBILot.#00 483 teeplechaseCircle~-dnA,.~1)-,* 74v~.7 Wayzata - TBI Lot #046 *997 Steeplechase Court Glencoe - TBI I.ot #049 4991 Steeplechase Court Glencoe - TBI Lot #033 4898 Steeplechase Court Wayzata - TBI Lot #036 4904 Steeplechase Conr[ Dear 7on, For TBI Lots 004, 006, 033, 036, 046, and 049 (Glencoe and Wayzata models), a(2) 1 3/4" x 9 1/4" LVL header was installed over the 16' garage door. The 9 1/4" LVL is not deep enough to comply with the APA gazage portal bracing detail (shown on detail ENG-6/D2). A new 11 1/4" deep header must be installed per the following procedure (all work may be done from the interior of the garage so that all exterior finishes may remain): 1: Remove al] drywall from the inside face of the front garage wall. 2. Cut and remove cripple wall studs located above the existing door header. 3. Install a new (2) 1 3/4" x 11 1/4" LVL header directly on top of the existing header. The new header should be the same ]ength as the existing header. The new header does not need to be nailed to the existing header. 4. Install new cripple wal] studs from the top of the new header to the underside of the double top plate. 5. Install min. 3/8" wood structural sheathing to the enrire interior face of the front guage wall using the same nailing pattern as indicated on the attached detail. The sheathing shall be installed from the bottom of the bottom plate to the top of the top plate, and for the entire length of this wall. 6. Install drywall over the interior sheathing as needed. If you have any questions or concems, please do not hesitate to call. Sincerely, t hereby certify thatthis Plan, speci- Toll Brothers, Inc. fication, or report was pcepazed by me or under my direct supervision and that I am a duly Licensed Professional Enpinczr under the Lisa Gr se, P.E. laws of the State of Minnesota. Assistant D'uector of Engineering print Name: ISA NL GROSSE MN License #44835 CC: Ken Mackenzie Signatnre: / ~ LMGN - Date 2 2-1 ~ Li ~e #44835 SECR 1tr0014 EASTERN DIV[SION 250 Gibraltar Road n Horsham, PA 19044 m (215) 293-5300 a FAX: (215) 293-5313 PHILADELPHIA a ORLANDO o SCOTTSDALE o DALLAS o DENVER n LOS ANGELES .4 `Ioll `Brotfiers COAIP,4NY ~ NEW (2) 1 3!4" x 11 114' LVLHEADER EXIST. (2) 1 3/4' X 9 1/9' ' LVLHEADER A r---------------- - NEW (2) 1 374" x 11 714" LVL HEADER - . li EXIST.(2)13/4^X91/4" LVLHFADER FASTEN INTERIOR SHEA7HING II TO HEAOER WITH BE. CDMMON NPJLS IN 3' GRID PATTERN AS II SHOWN AND 3' O.C. IN ALL NEW 318' MIN. FRAMING (STUDS AND SILLS) II THICKNESS WOOD TYP. II STRUCTURALPANEL II SHE4THING EXIST. EXTERIOR II WOOD STRLICTURAL I PANELSHEATHING II II ' a. . . A SECTION A-A GARAGE DOOR WALL I NTERIOR ELEVATION SCALE:NTS DATE INIT :;v!`~r;. =usn?a:,speci- 12-19-07 LMG v:•z::p:eFamed hY mzd..* r, j Qir.-%--t s::parvision uT,:d :h22 1%S^ 3 f1iSly I.SCG.^.SC(1 Y7C'riC3`:OT18~ 11IIg'?i",:ZLS4tiP.f IIIC . l$'.l'S Jc: .5 Ule &GifV vl i"rE[~[LCSGI$. Prir,t Name: ISA?ri. CiP.OSSB Sigicture ~tv Date 12- 21 07 Lic e94 :535 ' Q 2004 TOLL eROTHERS, INC. COST CODE: RFI # 67771 - GLENCOE AND WAYZATA MODELS SCALE: 1" = 1'-0" GARAGE PORTAL REPAIR - SECR - TBI LOTS #4, 6, 33, 36, 46,49 1 OF 1 7011 Architecture 7itle : Jo6 # A Toll Brothers, Inc. Company Dsgnr: Date: 10:19AM, 20 NOV 07 Eastern Division . Description : 449 South Pennsylvania Ave. Scope : Morrisviile, PA 19067 Rev: 580008 I User.Kw-060U83,ver5.e.o,i-oec-20o3 Multi-Span Steel Beam Page 'I , i(cp9832003 ENERCALC Engineenng SofMare v(ayzata_9__0].ecw:Calcvlations ~ Description Wayzata Steel Beam W8x40 ~ General Information Code Ref: AISC 9th ASD, 1997 UBC, 200316C, 2003 NFPA 5000 Fy - Yield Stress 50.00 ksi Load Duration Factor 1.00 Spans Considered Continuous Over Supports Span Informatian Description Lae Rigni Span ft 9.83 20.33 Steel Section waxao waxao End Fixiry Pin-Pin Pin-Pin Unbraced Length ft 6.00 6.00 Loads Live Load Used This Span ? Yes Yes Dead Load k/ft 0.339 0.464 Live Load k/k 0.805 0.673 Start k End it 1.250 5.420 DL @ Left Wft 0.464 0.167 DL @ Right k/ft 0.464 0.167 LL @ Left k/k 0.673 0.608 LL @ Right k/ft 0.673 0.608 Start ft 1.250 5.420 End ft 9.830 20.330 ~ Results Mmax @ Cntr k-ft 1.97 26.92 @ X = ft 1.84 12.06 Max @ Left End k-k 0.00 -34.17 Max @ Right End k-ft -34.17 0.00 Po; Actual psi 11,584.4 11,584.5 Fb : Allowable psi 33,000.0 33,000.0 Tv : Actual Sending OK Bentling OK . , psi 3,0512 3,7912 Fv : Allowa6le psi 20,000.0 20,000.0 ?~;~T;;y cert: ;'.nat uris plan, specl- :nre)azc•d b ~ Reactions 8 Deflections ,-.T un,9_r r; r direct supervisian ~ Shear @ Lek k 2.12 1126 a:~d i;`,1i ai.~z a' u Shear@Right kl 9.06 6.46 r;:3u^e!erthe Reactions... 1.13 6.85 ;y:rs uI Lilc sLwtc of Ivi?imcsotl. DL @ Left k 0.99 13.47 LL @ LeR k 2.12 20.32 tC ij. Q]:J$$$ S'; tIE ivaS'i... ToWI @ Left k 6.85 1.43 DL @ Right k 13.47 5.03 LL @ Right k 20.32 6.46 Total @ Right k 0.034 -0.402 Max. Deflection in 6.82 11.12 t( Zo O Li 7f44835 @ X = ft 3,440.4 607.1 Span/Defledion Ratio ~ Query Values Q Location ft 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 Shear k 2.12 1126 0.00 0.00 0.00 0.00 0.00 0.00 Moment k-ft 0.00 34.17 0.00 0.00 .0.00 0.00 0.00 0.00 Max. Deflection in 0.0000 0.0000 0.0000 0.0000 0.0000 0.0000 0.0000 0.0000 ~ `?"oll Architecture ~ January 23, 2008 Jon Henson Steeplechase of Eagan - Carriages 4876 Steeplechase Way Eagan, MN 55122 7anuary 23, 2008 - - RE: TBI Lots #004, 005 & 006 1~ Dear Jon, For TBI Lots 4004, 005, and 006, I have reviewed the construction documents for strucYural integrity. 1 find no exceptions fo the roof framing, floox framing, and foundations including "tall wall" assemblies. If you have any questions or concerns, please do not hesitate to call. Sincerely, Toll BrotheTS, Inc. f iz,reby cer;i;y 1.,1t tias gfan, spxi- fication, or renort was prepared by me or unde; my direct supsrvision and that 1 am a ciuly I,iccnsed Professionai E:ag~ncer under tha laws ci tbc Sta1e a:' ".lionesota. I'rint Name: LtSAAri, GRQSSE Sigmature: 4!~~` Date i 3~7 License N44835 Lisa M. Grosse, P.E. Assistant Director of Engineering MN License444835 CC: Rusty Thurlow LMG/sy SECR_1tr0016 Structural Integrity EASTERN DIV[S[ON 250 Gibealtar Road 0 Horsliam, PA 19044 o (2] 5) 293-5300 a FAX: (215) 293-5313 PHILADELPF [IA m ORL,ANDO o SCO'CTSDALE m DALLAS n DENVER m LOS ANGELES .4 Oll ~BTOthBtS COMPANY . Inc. ~ o i • - STEEPLECHASE 4876 - ep . . • OF EAGAN * • 0601 060 - ~ ~ To: ~LaI~~ v Z~ 1 ~?1 ICG~ C~,~~~Rr°m, I\ 1 C IC Ic • O' ~J Y-, . ~ Fax: Date: _ . _ ?t 1 Phone: Pages: . Re: CC: ? Urgen4 ? For Review ? Please Comment ? Please Reply ? Please Recycle •Comments: t ~ t+a G~n e~' ~-~'a ~ ~FJ r _ erry Ge, f ri'Auvll ? 'y~f By: IZ _ _ DATE: - BUILDING fNSP C ONS DIVl810N `?'oll Architecture LETTER OF TR.ANSMITTAL COMMUNITY TO: Son Henson ABBREV: SECR Steeplechase of Ea¢an Carria¢es CDMMi1NITY 1662 4876 Steeplechase FROM: Rusty Thurlow Way Eagan, MN 55122 Toll Architecture Eastern Division 250 Gibraltar Road Horsham, PA 19044 (215) 293-5300 Fax: (215) 293-5313 DATE: 12/21/07 REF: Repair - Gara¢e Portal Detail WE ARE SENDING YOU: [X] attached undex separate cover via the following items shop drawings [ ) prinu [ ] plans [ j samples [ ] specificarions copy of letter change order option details COPIES DATE NO. DESCRIPTION , 3 12/21/07 Ltr 0014 SECR - Multile Models and Lots - Gara e Portal Detail RFI #67771 These are transmitted as checked below: for approval approved as su6mitted resubmit copies for approval , [X] for your use approved as noted submit copies for disuibution [X] as requested retumed for corrections retum conected prints Remarks: Please review, sign and return to Toll Architecture at your earliest convenience. Please contact Rusty Thurlow if there aze any questions. Thanks. Signature: Rusty Thurlow Date: 12/21/07 If enclosures are not as noted kindly aotify us at once. ~ ~"oll Architecture * December 21, 2007 Jon Henson Steeplechase of Eagan - Carriages 4876 Steeplechase Way Eagan, MN 55122 RE: Glencoe - TBI Lot #004 4826 Steeplechase Circle Wayzata - TBI Lot #006 4830 Steeplechase Circle Wayzata - TBI Lot #046 4897 Steeplechase Court Glencoe - TBI Lot #049 4991 Steeplechase Court Glencoe - TBI Lot #033 4898 Steeplechase Court Wayzata - TBI Lot #036 4904 Steeplechase Court - Q(L 1-1/ Deaz Jon, For TBI Lots 004, 006, 033, 036, 046, and 049 (Glencoe and Wayzata models), a(2) 1 3/4" x 9 1/4" LVL header was installed over the 16' garage door. The 9 1/4" LVL is not deep enough to comply with the APA garage portal bracing detail (shown on detail ENG-6/D.2). A new 11 1/4" deep header must be installed per the following procedure (all work may be done from the interior of the garage so that all exterior finishes may remain): 1. Remove all drywall from the inside face of the front garage wall. 2. Cut and remove cripple wall studs located above the existing door header. 3. Install a new (2) 1 3/4" x 11 1/4" LVL header directly on top of the existing header. T'he new header should be the same length as the existing header. The new header does not need to be nailed to the existing header. 4. Install new cripple wall studs from the top of the new header to the underside of the double top plate. 5. Install min. 3/8" wood structural sheathing to the entire interior face of the front garage wall using the same nailing pattem as indicated on the attached detail. The sheathing shall be installed from the bottom of the bottom plate to the top of the top plate, and for the entire length of this wall. 6. Install drywall over the interior sheathing as needed. If you have any questions or concems, please do not hesitate to call. Sincerely, I he*eby ceRiry that this plan, spoci- Tol] Brothers, Inc. Gcatinn, or repoR wa.s prenared by D me vr u:.dcr my direc: seperv'ssion and lhzt I aru a duly l,icenscd P,-o; essiona! E::gineer under the Lisa Gro e, P.E. !`lws af tia Siate of tviinnesota. A M. GILGBSE Assistant Director of Engineering Print Name: Z`0"~'K MN License #44835 Si d~- CC: Ken Mackenzie LMG/11 Dat: 2 zl ~ Lic #44835 SECR_1tc0014 RFI #67771 - - EA5TERN DN[SfON 250 Gibraltar Road o Horsham, PA 19044 s(215) 293-5300 a FAX: (215) 293-5313 PEiILADELPHIA m ORLANDO n SCO'CTSDALE x DALLAS o DENVER n LOS ANGELES . A `Toll `Bro thers COd1PANY .d , , New(z)i3/a•:i1 va' IVLHEAIIER EXIST. (2) 1 3/4'%9 114' ' LVLHEADER . r- - - - - - - - A . ~ NEW (2) 1 3/4'x 11 114" LVLHEADER • I - , - - - • ~i Exisr. (2)1 314• x e vn- ' I LVLHEADER FASTEN INTERIOR SHE4THING II TO HEADER WITH W. COMMON I NAILS IN 3' GRID PATTERN AS I SHO WN AND 3' O.C. IN AI.L NEW 3/9' MIN. FRAMING (STUDS AND SILLS) II THICKNESSWODO TrP. II STRUCTURALPANEL II SHE4THING II EXIST. EXTERIOR w000 STRUCW RAL I PANEL SHEATHING ~I II e' • " d ° • ~ ~ tl a A SECTION A-A GARAGE DOOR WALL I NTERIOR ELEVATION SCALE:NTS DATE INIT I F.creby certify that thi; plan, rneci- 1249-07 LMG iuaticn, or w.:,s prepa:z3 by . fRC p! UP.uPT L77,+ C;'Cr,r.t cripELi':cF:fII an;l ±I;at ; ar3 a du!y ,`.icensed I'rafes:;ot 11 En>:!+:~erur.de; tha ia`.v> o:`L':. SYale eL':,t:nncoota. i;,T Nauz~: I iSAAA. CrRGSSE S;gr;a:rue: ~ Date 2l O Lice• e944335 AI' 0 2004 TOLL BRO7HER5, INC. COST CODE: RFI # 67771 - GLENCOE AND WAYZATA MODELS SCALE: 1" = 1'-0" GARAGE PORTAL REPAIR - SECR - TBI LOTS #4, 6, 33, 36, 46, 49 1 OF 1 ~oll `Brothers America's Luxury Home Builder° March 28, 2008 Terry Zelenka City of Eagan 3830 Pilot Knob Road Eagan, MN 55122 Re: Escrow checks for exterior completion items Terry, Please find attached two checks in the amount of $5,000 each made payable to the City of Eagan. This is to be placed m escrow for the completion of exterior items in order to obtain a temporary certificate of occupancy. The checks aze for: 4893 Steeplechase Court, Toll lot #48. Te orary C.O. already issued " 4830 Steeplechase Circle, Toll lot #6. Temporary C.O. issued today._~ The escrow money is held for completion of retaining walls, sod and final approval of grading. Once these items are complete, Toll Brothers will request a fmal exterior inspection. Once approved, the escrow will be returned to Toll Brothers. If you have any further questions, I can be contacted at 651-365-0601. Thank you, Toll Brothers Inc. , , Jon enson r ect manager Steeplechase of Eagan New York Stock Exchange • Symbol TOL Minnesota Division - 1400 Corporate Center Curve, Suite 110, Eagan, MN 55121 (651) 365-0551 • Fax (651) 365-0557 tollbrotliers.com City of Eapn j Permit# L7 I Pertnit Fee: `U 3830 Pilot Knob Road Eagan MN 55122 i oate Received: Phone:(651)675-5675 i Fax: (651) 675-5694 i Staff: ~ 2009 RESIDENTIAL BUILDING PERMIT APPLICATION Date: Ljq~~o O Site Address: 7 A' ~ C v~e ~P ~c C!.a 3c 7enant: 1 3 / cypc~' p suite RESIDENT/ OWNER Name: 0/c C4 < J e `r'r'hone: C. S/ - L S 4-S:3 ~v Caa4q ' f_ Address/CitylZip: ~:f"Ic~ ~ _'c fc~~ Applicant is: _ Owner ~Contrador TYPE OF WORK Description of work: 1Z_ c- d- c4 ~ o~7`S o.j / 'i Construction Cost: JC rOU - MWti-Family Building: (Yes No CONTRACTOR Name: (:.-License 30') Address: s~o ~ g l `yl City: l.J f rl 11 State: Zip: Phone: 9 S - yJ f'- .11 J- Contact Person: ( e- -s ~L ~4 c COMPLETE THIS AREA ONLY IF CONSTRUCTING A NEW BUILDING Minnesota Rules 7670 Cateqorv 1 Minnesota Rules 7672 Energy Code . Residential Ventilation Category 1 Worksheet • New Energy Code Worksheet Category Submitted Su6mitted (4 submission type) • Energy Envelope Calculations Submitted In the last 12 months, has the City of Eagan issued a permit for a similar plan based on a master plan7 _Yes _No If yes, date and address of master plan: Licensed Plumber: Phone: Mechanical ConVactor: Phone: Sewer & Water Contrector: PNone: NQrE: Plans and sapporting d4CUmeritsithaf yod submit are-consitlered toipe public Infnrmafion;=Port)ons of the information may be c/assirted as non-public if you provide specific reasons thaf would permit the City to aonclude ftlat the are tCade,.seerets.. I hereby acknowledge that this information is wmplete and accurate; that the work will be in confortnance with the ordinances and codes of the Ciry 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 (4e-.v< 6__Ljec.3 x ApplicanYs Printed Name ApplicanYs Signature Page 1 of 3 Certificate of S u rvey foTO LL B ROTH E RS OF ~ / 1400 Corporate Center Curve 4826, 4828, 4830 STEEPLECHASE CIRCLE - Eagan, MN Zip 55121 3.1 icrrt slopes or ~etadn6ng WaIi Wii6 ' ~~so g°35 O 85.0 ~9 ~ R uared ~ A o.o ° s ~ ~ ~ Ik ,o ~ r p, ~ SAN MH -~„i L .~'C_ Sj'O tt`+, w L..i ~.L- I~ ' Y^~vL_ NORTS ~ ~ .o ~p" c'9 ~ ~r> Droinoge9 n~dryUtility Easement per plot ~ n Ej 0 ~ 7op I.P.= \ ' 0 30 N ~ iio 9e5.27 ~i 2 ~ b` ' SCALE IN FEET • 1 so, 10 ~ 15.Q0~1-__-S? 6 6q~ ~6°' g'1,• 919• / ~~`<t? ~ 819,• ~2 8 \ ~ G° 978 a rn to N ` S5. I .~~~c~.t~~ ` cp k 1 ~0• I J3.p _[f-.-1t ' INSTALP E~ ! p ?j ~ ..~r ap' ~i r2g ~ ~O / - ^ _N~a`~ET.~?R ~ ~ drive ^ 2.$ d t b D^ ~ ~ J,,, qy~ 0~'' 98~ " ~ ~ " o o, d roa N y p~ c n~ri f !j y~ ° rn o' ~ a ~ 9~~•°(~/~ , rn pt ' .r 28•0 AQ r5.oo ar a o~ o • ~ • st81~ tO n'#i 76 Center of eirc Prc3p ~ 19.6 g 6Q~ i QO 'o- dri ~ 0 i o ~ rn 8 $ ^ 1 ~y ~ WO House , N o o, ti ~ a y~ o'~ j6 so ~ Minimum lowest floor U, 11 - ~ r O o o y - ~ LP 56 9 ~ 3. s a~6 ~ a ~ Q 3,00 elevation = 977.4 .~a NWL=963 HWL=96 .4 n ! Prop. San. & Water p~op, ~ 9$ , 0 ~ drivB Inv. elev. = 970.0 2.59d o: o~ y°n c. c N 10 N 4~ O L ~ , / . ANM^ G.p~ i G ~.vi~0~ ~ rat hti ~ 83y 0 g 0 , j x C~ / 9~ 3.9 E ON~~ 9$'/ a,C 43,p ~jV 1 L.V I t;_ $.yy \ \n34.00 = 4•6 •0 ^~~98~ ~ N 98 N 41.5 0 BENCHMARK r- A t, I ~.5•~ Nut HyciPont _Lots 1 qnd 2_. , ~ c_,"-:.7,- ot8epi8::i7tISe o - " _ 3~ Elevation = 989.17 feet (NGVD 1988) ~ ~a~_ Drainoge ond Utility Eosement per piat ~ Y • ~ ~ ~ * i ` MEWED.d'Os , ft ~1' p~~^:p7~t~Ar^77~, 8idV6BAi~TEEmiBi•IOi g~~1~~! DdiS" ~~y ~e!'mA9t"!ftl re LEGE ' /AREA • = Iron monument found Oroin ~ection Lot 2, Block 8 Area = 19,001 sq. ft. 93.= Offset iron 840 = Pc contours from groding plon TOtal COndo area = 703,324 Sq. ft. Drcinage & Utility Eose ~ contours from groding plan , 20% Mox. Coverage = 140,665 s q. ft. ting sanitary sewer ; Foundation Lot 3, Block 6 = 9073 sq, ft. xaoo.o = Existing Eievotion ~ xisting storm sewer Foundation 'Lot 1, BIOCk 7 = 9074 Sq. ft. 800.0 = Proposed elevotion from Existing woter Foundotion Lot 2, Block 7 = 7106 sq. ft. or development plan Sanitory monhole Foundation Lot 1, Block 8 = 6676 .sq, ft. -840~' = Existing 10' conto = Gate volve "-842- = Existinq 2' contours Hydrant Foundation Lot 2, Block 8 = 6815 sq. ft. g~~~ D = Flared End Section Foundation Lot S, Bl.ock 8 = 9072 sq. ft. Totol Foundation coverage = 47,816 sq. ft. Bearings ~o~ are ossumed ; Remaining coveroge iAvailable = 92,849 sq. ft. , CI TY OF EAGAN PROPOSED E:EVATIONS PROPOSED ELEVATIONS Lot 2 Bicj-- C k 8 4 6 4$28 & 4830 7 Goroge floor elev. = 984•0 Garage floor elev. = 984•7 ToP of block elev. = 984.3 gg~_~ Top of block elev. _ Lowest floor elev. = 975•7 Lowest floor elev. 978•4 STEEPLECHASE (Lookout) , OF EAGAN ORAWN: JAG CHECKED. MEC ~ Orawing File: 700\718-L2.88 DWG Project No. 2006-408-L ~ Sub ject to easements of record, if any. ; ; , Duluth, MN. I I hereby certify that this survey, plan. or report wos prepored by F-Iibbing, MN. , me or under my direct supervision ond thot I om o duly Licensed Ham Lake, MN. j Land Surveyor under the' laws of the State of Minnesota. Minnetonka, MN. ; Pi-K Jun ~~m L~~ Phone: (952) 933-0972 ' , e 15, 2007 Fax: (952) 933-1153 i Michael E. Cann;on, MN License No. 40035 Date e~lab° Revised: 7-5-07 City Comments WWW.t'Ik-kUUSIStO.COCTI ! Revised: 7-20-07 City Commenta 6110 Blue Circle Dr. •Suite #100 •Minnetonka, MN. 55343 j ~ Jul 20, 2007 3:31pm ' 7: \Toll Brothers\2006-408-L\dwa\700\718-L2-B8.dwa I i ~ -~.m . . . . . . . . . . "~~,~saran.ral d ( ' . . . . . . . ~ Certificate of Survey TOL.L BROTHERS OF ~ 1400 Corporate Center Curve ~ L/ Eagan, MN Zip 55121 I 4826, 4828, 4830 STEEPLECHASE CIRCLE ~ i . 3.9 rnurn SIopes S~~ or Re~nAng ~VaII Wi16 ~i ~ Qe3 85.0 Required ad, ~`o ? Q g$°`9 ~ \ T8 ,o 4 9 ; y Q• f -.r'~;-°~' R'0 F+; SAN MH A~ M NORTS J ~S '09 ~ isc ! ~ Droinoge on d Utility Eosement per plot 9g'~. ^ 9~ 9 ~ Top I.P.= . ~ y , /l0 985.27 ` 0 30 ~ ~982~29 SCAl.E tN FEET 10 ~~'.~s.-oo'~,- so.s2 6 1~ 60 9.~ti• 9~99 i ,v , f 1 a p> >4.3' ~4•2 J~ (0 ? N ~ 5 9 co ~ p,~ r"""~,J -g0'~'.-- p--"6" i `5~-~ rb6 ~ J ~ ca t ~0 3.0 70 ~ INSTALL E~ROSIO 3 ~ pko ~N~~E-f C?R ~ o dri e`~° 1 y~',i a ~ ~ ^ 98? 91 av roa p 4 ~ rn ~ O GJ b j ' 1~ ~ 1 ~ 28.0 is.oo $ ~ a ~ , a 0-1 ~ a ° 'o 76 stoe ' CCnter of circ ~O Rrcip. 1 19.6 o~ a" N~~ driVe ~ d v 3. 0.o o 0,03 0 WO House ` co`' J 0$ ~ N w o~ a ~n ~ oE '?6' ~ ' v y 90.0 • 1 a o°+ ~ ~ ° o' o 3 Minimum lowest floor 913.Af-'- °'.c a,a as i~ NyyL 963 elevation - 977.4 1t ~ry^~-~--_ _ ' _ N HWLa86 .4 ~ ~ ~ Prop. San. & Water dr~p~ ~s.o ~ - to` ~ Inv. elev. = 970.0 2.5 ~ c,o rn iC~v ~ O 1 ~ / M c9 ANM^ o>>xC ~O I ~ i / 0 1 2 g'19. l/~ M~ V I E $15_00 ~ ~ Q .C po, 3 3.9 0• 'p • t ~ rn 4 co a. o0 46 o a, I1'a ~ $'Sy ° ~'~~l,^ \9 N ~ oo n 41.5 ` BENCHMARK g M. °I 1 n n ~ a1 0 ! To Nut Ntdrant Lots 1 ond 2, I_- ~-3;-~ ~?r - - - - - : - Elevotion = 989.17 feet (NGVD 1988) Droinoge ond Utility Eosement per plat + rt IEWED R;' , 7 ~ E:AGAN ENGIPdEEAIPdG DEffe LEGEND ` AREA O= Iron monument found = Oroinage Direction Lot 2, BIoCk 8 Area = 19'001 Sq. ft. Offset iron -840- = Prop. 10' contours from grading plan -842- = Prop. 2' contours from groding plan Total Condo area = 703,324 Sq, ft. Oroinage & Utility Easement Existing sonitary sewer - 20% Max. Coveroge = 140,665 sq. ft. Foundation Lot 3, Block 6 = 9073 sq. ft. xsoo.o = Existing Elevation -<G- = Existing storm sewer Foundation Lot 1, BIoCk 7 = 9074 Sq. ft. aoo.o = Proposed elevation from grode -I Existing water or development plan O = Sonitory manhole Foundotion Lot 2, Block 7 = 7106 sq. ft. ~o = Gate vai~e -84Q-- = Existing 10' contours Foundation Lot 1, Block 8 = 6676 sq. ft. ~ = Hydront Foundation Lot 2, Block 8 = 6815 sq. ft. -$42- - Existin9 2' contours p - Flored End Seetion Foundation Lot 5, Block 8 = 9072 sq. ft. _ Total Foundation coverage = 47,816 sq. ft. Beorings shown ore ossumed Remaining coveroge Available = 92,849 sq. ft. - CI TY OF EAGAN PROPOSED ELEVATIONS PROPOSED ELEUATIONS - 4826 4828 &4830 L ot 2 ~ ~1 O V' k ~ Garoge floor elev. = 984.0 Garage floor elev. = 984.7 Top of block elev. 984.3 Top of block eiev. = 987•1 STEEPLECHASE Lowest floor elev. 975•7 Lowest floor elev. = 978.4 (Lookout) OF EAGAN ORAWN: JAG CHECKED: MEC Orawing File: 700\718-1,238 D1NG Project No. 2006-408-L Sub ject to easements of record, if any. Duluth, MN.: I hereby certify f,hat this survey, plan. or report was prepared by Hibbing, MN. me or under my direct supervision and thot I om o duly Licensed Ham Lake, MN. Minnetonka, MN. Land Surveyor under the' laws of the Stote of Minnesoto. RI.X xUpsus'r° i='n Phone: (952) 933-0972 June 15, 2007 Fax: (952) 933-1153 Michael E. Cannon, MN License No, 40035 Date www.rlk-kuusisto.com M ised: 7-5-07 City Comments 6110 Btue Circle Dr. • Suite #100 • Minnetonka, MN: 55343 + ised: 7-20-07 City Comments Jul 20. 2007 3:31pm T: \Toll 8rothers\2006-408-L\dwg\700\718-L2-BB.dwg Certificate of Survey kot~ TOLL BROTHERS oF ' / 1400 CorPorate Center Curve 4826, 4828, 4830 STEEPLECHASE CIRCLE L Eagon, MN Zip 55121 ~ L y 3:1 MaArnurn or Re~ning ~ill °l as.o Required N~ O0 '7~? ' a c~8~'9 1 \ _ Ep 0 u $U TB 13 ,O 98,L• 9$ ~6 / 9 4 ~~3 (0 L r \ ~ !o o~~ y +9 / 98~`:y ~9 ~ NORT~I SAN MH ' /~O* T ~ `._.-i .,~r+-~ C_ n of Sonitary IN cter stub per 0 7 s I op I.P.= 0 30 N ~ 9 iio e85.27 i ~ o' ~ gg'L 9$2 N ~ 9 S A L E I N F E E T f j CO j M ' '_tj~:r~_ 6~9 12 .~O 9j ~ 1 0, 14.3' N w 8 ~ . INSTALL I J~ _ S5, t g U 1__-q g 6 o• 3 3.0 ` C r- - BLANKET SOD •o Pkop, 2f 12s ~ ~ ~ ~ . ^ ^ - ~ ^ to, j 2.5°!Ve • ovi j o N y c ~ ~ ~ I °l l??~ ~ N ro O Oe L! ~!Q' O OC~ ~ Y, C ~ 1~ ' I I ~ g'I ~ 28.0 Q rn i ~ o y . ~ ~ ~ ~ o a tar _ 4~ .0 h p 5 " J VNI stobg~ e ~ 26 76 Center of circ~ t~j ~ O pr~p ~ t9.8 0.~ ~ • g~6' dri y ~ ~ y cy y p~ ~ c~'1 °1N!!;~ .3. I p, ~ Qo 0 0~ aS~ 6 WO House so • ~ N`6 ~ C r~ ~ ~ LO o~rn9~6 ~2 • 0 ~ g O. v+ ~ o p 1 Minimum lowest floor ~ ~6 ~ ar a3 o LP 56 elevation = 977.4 I i' s 'O ^ ~ NWL=963 V9 9$ 'r .y ~ ~ ~ ~~T ~ h ( HW1=96 .4 .,u~ Prop. San. & Water , proP. 19.0 ~ ~ inv. elev. = 970:0 ~ 5~ CIL o~ ~a, -10. 2 ~ ~j i N~ p~~^ ~ y b AN MH O1 Q O+ cc) a y1! O~ ~ 10 > O> 45 ~5.00 8't9.0 ~90 ~ O ~ Ki h~~ry ,M ~V 1 l. V 1 L_ 3.9 ~ a rn 3 a o l . ~ ~ g ~p34.00 p, °~~•0 ro ,'I1'p, h ~ N .9g N qf.$ BENCHMARK 2_- ~ ~ : g~ 9~~,2 5•~ O Top Nut Hydrant Lots 1 ond 2, , r_ DiZi~K 3, N ~ Elevation = 989.17 feet (NGVD 1988) Oroinoge ond Utility Eosement per plot IEWED I By Dai.Pr ~ EAG!'1N ENGIN~e'' G DEPTo LEGEND AREA iron rnonument found = Orainoge Oirection Lot 2, Block 8 Area = 19,001 Sq. ft. a.= Offset iron -840- = Prop. 10' contours from groding plon -842- = Prop. 2' contours from groding plon TOtal COndO areo = 703,324 Sq. ft. ~to = Drainoge & Utility Eosement Existing sanitary sewer 20% Mox. Coveroge = 140,665 sq. ft. Foundotion Lot 3, BIoCk 6 = 9073 sq. ft. xsoo.o = Existing Elevotion = Existing storm sewer oo.o = Pro osed elevation from9rode - I - = Existing water Foundotion Lot 1, $lock 7 = 9074 Sq, ft. or development plan O = Sanitary manhole Foundotion Lot 2, 81ock 7 = 7106 sq. ft. o~ = Gate voive Foundotion Lot 1, Block 8 = 6676 sq. ft. -8~'0 - Existing 10' contours .q, = Hydront Foundation LOt 2, BIOCk 8 = 6815 ~342- = Existinq 2' contours Sq. ft. D = Flared End Section Foundotion l.ot 5, Block 8 = 9072 sq. ft. Total Foundotion coverage = 47,816 Sq. ft. Bearings shown ore assumed Remaining coverage Available = 92,849 sq. ft. ~ CITY OF EAGAN PROPOSEDELEVATIONS PROPOSEDELEVATIONS ~ 4826 4828 & 4830 ~ Lot 2 Block 8 ~ ~ Garoge floor elev. = 984•0 Garoge floor elev. = 984•7 j Top of block elev. = 984•3 Top of block elev. = 987.1 ~ Lowest floor elev: = 975.7 lowest floor elev. 978.4 STEEPLECHASE ~ (Lookout) ~ OF EAGAN ~ ORAWN: JAG CHECKEO: MEC ! Orowinq File: 700\718-1.2.68 OWG { Project No. 2006-408-L ; Sub ject to easements of record, if any. ~ Duluth, MN. I hereby certify that this survey, plan,. or report wos prepared by Friibbing, MN. me or under my direct supervision and that I om o duly l.icensed Ham Lake, MN. Minnetonka, MN. Land Surveyor under the lows of the State of Minnesota: Pi-K xwsrWr° LTD ~ Phone: (952) 933-0972 June 15, 2007 Fax. (952) 933-1153 , Michael E. Cannon, MN License No. 40035 Date www.rlk-kuusisto.com Rev! sed: 7-5-07 City Comments 6110 Blue Circle Dr. • Suite #100 • Minnetonka, MN. 55343 Revised: 7-20-07 City Comments Jul 20, 2007 3:31pm T: \Toll Brothers\2006-408-L\dwg\700\718-12-B8.dwg Certificate of Survey TOLL BROTHERS OF ~ 1400 Corporate Center Curve _ L/ ~ Eagan, MN Zip 55121 4826, 4828, 4830 STEEPLECHASE CIRCLE 3:1 mawmum slopes S~~ ~ ~ Re 'nArag Wa01 Wi61 ~ . \s 9 ~ 8510 R 11ired _A a~ TB TEEp ~ ~ • ° 1 y A SAN MH ~.E.. r NORTS ~ ~ \ ~ • O~ 9 , Orainage ond U4ility Eosement per plat 985.27 0 _ 30 ` ~ ~9$2~Z9 i~ ~ $CAI.E IN FEET ~ _ • . ~o I ~ oo` 1-~ 50.52 6 ! ~ 6o°°i ~ ~ ~ 9 g'L• 9'199 ~ 12 9j8 a-~- 55`~g ~ INSTALL p~ C~M SSI 1 gg033.0 - t- ~2.9 ET ~ S o dr Pko. ye ~ I ^ ~ sti' 9e ` 4.07. g I a+ ~ w N ~ ~ o x o~? ~ ~ ~ _ 28.0 . J (1 , c`.r Q$ c , ~ o,~J $ti ~g,~•°` ~ aa _ .0 !Ei • ~ 76 stoo J C~ter of circt° ,~Il, d6~y • ~ _ lyp' 19.6 ) t 6vi ~ C~i ~ C9~ 3 e~ 1 °a a a ~ 90 o 0 WO House ?`70~°~ -~I i Na ° o` ~ ~ o ~ c~ 9~6 •Z .p arn ~ D oo 0) o ' Minimum lowest floor Q,c a3 O a~ f/~ Lp 56 ~l 1: ~ elevation = 977.4 'O` ~ ~ NWL=963 ~ ~ HWLs9 04 ~ ~ Prop. San. & Water p-opll 9$ 19.0 ~ ~ Inv. elev. - 970.0 ~ dr?~ . ~ r' l o v. I 2.5~ O v 4 p y ~ C CC) AN M^ Q O~ It ~ Q g~ a3'19.0 ti/ / C' ~0p ~ o y a n 1 R, (~y~~ V i L. V_I r_ 00 83.9 ~ 9' 'C a w~ n! O co c,.1k BENCHMARK .~5.~ Top. Nu.t Hyd'rant Lots 1 ond 2, A,.9',"- (6 3,..3-tL'~'vpiL'~c1'Irt`ISLi ' j Elevation = 989.17 feet (NGVO 1988) ` ~ . `t"-"'. Droinoge ond Utility Eosement per piot IEWED 5 ~ t By EAGAN ENG G D a LEGEND AREA Iron monument found .w-- = Droinage Direction LOt 2, Block 8 Area = 19,001 Sq. ft. a.= Offset iron °840- = Prop. 10' contours from groding plon TOtal Condo area = 703 324 S ft. - -842- = Prop. 2' contours from groding plan ,G• ~;7- = Oroinoge & Utility Eosement Existing sanitary sewer 20% Max. Coverage = 140,665 sq. ft. Foundation Lot 3, Block 6 = 9073 sq. ft. xsoo.o = Existing Elevation = Existing storm sewer aoo.o = Proposed elevotion from grode -I-= Existing woter Foundation Lot 1, BIoCk 7 = 9074 Sq. ft. or development plon O = Sonitary manhole ~ Foundation Lot 2, Block 7 = 7106 sq. ft. oa = Gate valve Foundation LOt 1, BIOCk $ = 6676 Sq. ft. -840- = Existing 10' contours ~ = Hydront Foundation Lot 2, BIOCk 8 = 6815 sq. ft. -842- = Existing 2° contours p = Flared End Section Foundation Lot 5, Block 8 = 9072 sq. ft. Total Foundation coverage = 47,816 sq. ft. Beorings snoWn are ossumed Remaining coverage Available = 92,849 sq. ft. CI TY OF EAGAN PROPOSED ELEVATIONS PROPOSED ELEVATIONS Lot 2 B IC) ck 8' 4826 4828 & 4830 984 ~ Garoge floor elev. = 984.0 Garcge floor elev. = .7 Top of block e1ev. = 984•3 Top of block elev. = 987.1 Lowest floor etev: = 975•7 Lowest #loor elev. = 978 4 STEEPLECHASE (Lookout) OF EAGAN oRAWN: JAG CHECKED: MEC Orowing File: 700\718-t»2.B8 DWG Project No. 2006m408-L Sub ject to easements of record, if any. Duluth, MN. I hereby certify that this survey_ plarr. or report was prepored by ` Hibbing, MN. me or under my direct supervision ond that I am o duly Licensed f-°lam Lake, MN. IVlinnetonka, MN. Land Surveyor under the laws of the Stote of Minnesoto. Pi-K C XXnYSBYM LTD Phone: (952) 933-0972 June 15, 2007 Fax: (952) 933-1 'I 53 Michael E. Cannon, MN License No: 40035 Date EsT'9°° www.rlk-kuusisto.com Revised: 7-5-07 City Comments Revised: 7-20-07 City Comments 6110 Blue Circle Dr. • Suite #100 • Minnetonka, MN. 55343 Jul 20. 2007 3:31pm T: \Toll Brothers\2006-408-L\dwg\700\718-L2-68.dwg 01/27/2010 16:33 6128252303 City of Eakall 3830 Pilot Knob Road Eagan MN 55122 Phone: (651) 675-5675 Fax: (651) 675-5694 RAY N WELTER HEATING PAGE 02/02 Use BLUE or BLACK For Office: Us Permit #:_ Ce e7 (t' Permit Fee: , GO Date Received: 09 Staff: 2010 MECHANICAL PERMIT APPLICATION Date' _I -47-_/P Site Address: _L�,�il _sSrlf_fdGit . ,YZL2,___ Tenant: Suite #: RESIDENT / OWNER I hereby acknowledge that this intcome tion is complete and Name: , p4S__ P s - Phone: 6_$)_. 5/A-, ASV Address / City / Zip: 6.--24, 4 -______ � 'S.ao CONTRACTOR Name: ___„r Address: 4t LI IIJk T 4.616i License #: 51 °41-6144'4°a,&, City: _h&s State: Zip: h /Phone: CIA. S az 7 - _ _..LI Contact: a g L 6j149Si ar41 Email: TYPE OF WORK -- New _ Replacement Description of work: J -104 - Additional Iteration Demolitlon _ ) -gA — < AD 11! g ! � 3r4 NOTE: Roof mounted and ground mounted mechanical equipment is required to be screened by City Code. PI - - •.. - e Mechanical Inspector for information on permitted screening methods. PERMIT TYPE___ RESIDENTIAL COMMERCIAL _— New Construction ___ Interior Improvement ___ install Piping __ Processed ___ Gas ___ Exterior HVAC Unit Under / Above ground Tank (_ Install /__ Remove) Furnace ____ Air Conditioner ____ Alr Exchanger ___ Neat Pump7' ) 4 (��Qn k - �� OtherMarshal _ **When installing/removing tank(s), call for inspection by Fire and Plumbing Inspector RESIDENTIAL FEES: $50,50 Minimum Acid -on or alteration to in burned out appliances, existing unit (includes $.50 State Surcharge) ductwork, etc.) (includes $.50 State Surcharge) $ TOTAL FEE $90.50 Fire repair (replace COMMERCIAL FEES: $70.50 Underground tank $50.50 Minimum (includes installation/rembva! State Surcharbe) surcharge is $.50. increases by ".50 Permit F-- OR l for each requires a $1.00 surcharge), contract Value $ x 1% = $ Permit Fee - It Permit Fee is less than $1,000, • If Permit Egg is > $1,000, surcharge = $_____ Surcharge $1,000 Permit Fee (i.e. a $1,001-$2,000 $-- TOTAL PEE CALL BEFORE YOU DIG, Calf Gopher State One Call at (651) 454-0002 for protection against underground utility damage. CaII 48 hours utilities. www. uopherstateonecall.orq before you intend to dig to receive locates of underground scours e; that the work will be in conformance with the ordinance Eagan: that i understand this is not a permit, but only en application for a permit, and work is not to sta hout a permit; that t work will be in accordanu with the roved len in the casef�gof ark which requires a review and approval of plans. Applicant's Printed Name Applicant s Signature n codes of the City FOR OFFICE USE Reviewed By: Date: Required Inspections: _Under Ground _ _ Rough In . _Air Test ___Gas Service Test __in -floor Heat Final îÿ ÿ þýý üûîûü úýý ùîú öëý þùë íé þýö þýüûúùîèý ûúùöø ùþî ã þÛã ûúùãýéý þ öýôü õôöýôü þÛ ý âúó è õ ÿãö ôîáô ý ßæêê õú þý ë îèæêäêä ôïóï öòñ ùù Ûúôýëýôü Ýó ûãö è õÜü õ ãöó ëôä áàßà ë üúø ë ëì ë ùù ëëé ô ôùúøëùùüþ éã þý òúé í ê ùù÷ ôþ ý ýúþ ý CityofEaali 3830 Pilot Knob Road Eagan MN 55122 Phone: (651) 675-5675 Fax: (651) 675-5694 0 JUN 2 5 2012 Use BLUE or BLACK Ink For Office Use Permit #: /0P0(° Permit Fee: /IN 53 Date Received: Staff: 2012 RESIDENTIAL BUILDING PERMIT APPLICATION 6/25/2012 4826 Steeplechase Circle,EAGAN MN 55123 Date: Site Address: Unit #: Name: Daniel & susan Levey Phone: 651-756-8801 Address / City / Zip: 4826 Steeplechase Circle,EAGAN MN 55123 Applicant is: Owner X Contractor Construction Cost $19,212 Multi -Family Building: (Yes / No X ) Company: CREW2 , INC Address: 2650 MINNEHAHA AVE State: MN Zip: 55406 License #: Phone: Contact: BRIAN MARSHALL City: MINNEAPOLIS 612-276-1672 BC318360 Lead Certificate #: NAT -26342-1 If the project is exempt from lead certification, please explain why: (see Page 3 for additional information) HOME WAS BUILT IN 2007 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: Mechanical Contractor: Sewer & Water Contractor: Phone: Phone: Phone: CALL BEFORE YOU DIG. CaII 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.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 accordance with the approved plan in the case of work which requires a review and approval of plans. 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. BRIAN MARSHALL Applicants Printed Name x Applicants Signature Page 1 of 3 SUB TYPES Foundation )( Single Family (_ Multi 01 of _ Plex Accessory Building WORK TYPES New Addition V Alteratio Replace Retaining Wall DESCRIPTION Valuation Plan Review (25% 100% y) Census Code # of Units # of Buildings Type of Construction 2-4 Liz DO NOT WRITE BELOW THIS LINE _ Fireplace Garage Deck Lower Level Porch (3 -Season) Porch (4 -Season) Porch (Screen/Gazebo/Pergola) Pool 6,,ir-n-f- 11.(2./init 0136A, nterior Improvement _ Move Building Fire Repair Repair REQUIRED INSPECTIONS Footings (New Building) Footings (Deck) Footings (Addition) Foundation Drain Tile Roof: Ice & Water Final Framing Fireplace: _Rough In _Air Test )(i Insulation Sheathing Sheetrock Reviewed By: RESIDENTIAL FEES Base Fee Surcharge Plan Review MCES SAC City SAC Utility Connection Charge S&W Permit & Surcharge Treatment Plant Copies TOTAL Occupancy Code Edition Zoning Stories Square Feet Length Width Final _ Siding Reroof Windows _ Egress Window Storm Damage _ Exterior Alteration (Single Family) Exterior Alteration (Multi) Miscellaneous _ Demolish Building* _ Demolish Interior Demolish Foundation _ Water Damage *Demolition of entire building — give PCA handout to applicant 6 rl 1� d (J) MCES System SAC Units City Water Booster Pump PRV Fire Sprinklers Meter Size: Final / C.O. Required Final / No C.O. Required HVAC _ Gas Service Test Gas Line Air Test Other: Pool: _Footings _Air/Gas Tests _Final Siding: Stucco Lath _Stone Lath Brick Windows Retaining Wall: _ Footings _ Backfill _ Final Radon Control Erosion Control , Building Inspector oyo I �7xls = 2. Zos Page 2 of 3 Craig Novaczyk From: Kevin Drometer [Kevin.Drometer@thecrew2.com] Sent: Thursday, August 16, 2012 9:42 AM To: Craig Novaczyk Subject: 4826 Steeplechase Circle Hello Craig This is regarding permit #105106 Dan Levey 4826 Steeplechase Circle Eagan This is a bathroom remodel, our permit is asking for a framing inspection There is no framing to inspect. We have not removed any walls. This remodel is simply cosmetic: changing cabinet, countertop, shower door, fixture, bath accessories, and painting. I currently have an inspection scheduled for Aug 22"d, but there is nothing to inspect. If you want me to, I will cancel this inspection and just schedule a final inspection. It's your call, I just didn't' want to waste your time. Please advise Kevin Drometer 1 Project Manager Office: 612-276-1626 Mobile: 651-248-7416 Fax: 612-276-1726 Email: Kevin.Drometer(a�thecrew2.com 2650 Minnehaha Ave Minneapolis MN 55406 Confidentiality Notice: This email and any attachments originated from Crew2 Inc. may contain information that is proprietary, privileged client communications or work product. If you are not the intended recipient, you are not authorized to read, retain, or distribute this email. If you received this email in error, please notify the sender immediately by email and delete all copies of this email. 1 PERMIT Permit Type: Plumbing City of Eagan Permit Number: EA105903 Date Issued: 08/03/2012 Permit Category: ePermit Site Address: 4826 Steeplechase Cir Lot: 2 Block: 8 Addition: Steeplechase Of Eagan PID: 10-72540-10-004 Use: Description: Sub Type: e - Fixtures Work Type: New Description: Main Floor Meter Size Meter Type Manufacturer Serial Number Remote Number Line Size Alex Barna Comments: PO Box 188 Cedar, MN 55011 763-444-0292 PL - Permit Fee (miscellaneous) $55.00 0801.4087 Fee Summary: Surcharge-Fixed $5.00 9001.2195 Total: $60.00 Contractor: Owner: - Applicant - Sowada and Barna Plumbing Daniel N Levey Tste PO Box 188 4826 Steeplechase Cir Cedar MN 55011 Eagan MN 55122 (763) 444-0292 I hereby acknowledge that I have read this application and state that the information is correct and agree to comply with all applicable State of Minnesota Statutes and City of Eagan Ordinances. Applicant/Permitee: Signature Issued By: Signature PERMIT City of Eagan Permit Type:Building Permit Number:EA179749 Date Issued:10/19/2022 Permit Category:ePermit Site Address: 4826 Steeplechase Cir Lot:2 Block: 8 Addition: Steeplechase Of Eagan PID:10-72540-10-004 Use: Description: Sub Type:Reroof Work Type:Replace Description:Includes Skylight 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. If water damage is encountered, please call (651) 675-5675 to schedule a site visit to verify the extent of the damage. Any repairs must be inspected prior to covering. The inspector will determine if an additional permit will be required to repair the water damage. 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: This permit shall be null and void if work does not start within 180 days of issuance, or if work is suspended for 180 days or more after started. 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 - Daniel N Tste Levey 4826 Steeplechase Cir Eagan MN 55122 Parkway Custom Construction Llc 1303 S Frontage Rd Suite 199 Hastings MN 55033 (651) 480-3797 Applicant/Permitee: Signature Issued By: Signature