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1713 Skater Dr
Project: 10224 3 Skater D- r,� Eagan, MN Helical Pier Certified Installation Contractor Customer: Charles Gornic Start Date: 11/4/10 Foreman: Benny Finish Date: 11/4/10 Estimator: Brian P i7'ti7', t 9‘ 7741, Base Length, ft. 5 Installation Information: All foundations are CHANCE® RS2875.203-2 7/8" Helical Piers. Lead section helix configurations are 8"-10"-12" diameter, with a 5' nominal base length. All foundations were installed using a 4,000 ft -lb torque head. All material is galvanized per ASTM A153. Previous testing and factory recommendations assume a ratio of ultimate capacity to torque of 9:1. All foundations are terminated with weld on bearing plates. Helical Pier Extensions No. of Helix Final PSI Final 3' Torque (ft -lbs) Total Length (ft) Cut Off (ft) Final Length (ft) Ultimate Capacity (kips) Allowable Capacity (kips) No. Size 5' 10' 1 2 7/8 3 3 2400 4600 20 0.9 19.1 41.4 20.7 2 2 7/8 3 3 2400 4600 20 1.6 18.4 41.4 20.7 3 2 7/8 3 3 2400 4600 20 0.6 19.4 41.4 20.7 4 2 7/8 2 3 2400 4600 15 1.0 14.0 41.4 20.7 5 2 7/8 2 3 2400 4600 15 1.7 13.3 41.4 20.7 6 2 7/8 2 3 2400 4600 15 1.1 13.9 41.4 20.7 7 2 7/8 2 3 2400 4600 15 1.8 13.3 41.4 20.7 8 2 7/8 2 3 2400 4600 15 2.3 12.8 41.4 20.7 9 2 7/8 2 3 2400 4600 15 0.2 14.8 41.4 20.7 10 2 7/8 2 3 2400 4600 15 2.5 12.5 41.4 20.7 11 2 7/8 2 3 2400 4600 15 2.0 13.0 41.4 20.7 Summary: No. Size 5' 10' Average Length Total Length Final Length 11 2 7/8 25 0 16.4 180.0 164.5 11 Total 25 0 16.4 180.0 164.5 Layout: 7 6 5 8 9 4 11 10 3 2 1 N 1 of 1 4011° City otEap 3830 Pilot Knob Road Eagan MN 55122 Phone: (651) 675-5675 Fax: (651) 675-5694 RECEIVED OCT 052010 Use BLUE or BLACK Ink For Comae Use '7 Permit #: / 7 Permit Fee: / 6d g2 Date Received: Staff: 2010 RESIDENTIAL BUILDING PERMIT APPLICATION 14T Date: I'L l IMO Site Address: l n Yr //✓ /r' �v Tenant: CA/2-L S ab/ n11t,- J Suite #: RESIDENT / OWNER Name: (.`t7-- ad Phone: Address / City / Zip: l —) k 3 5 1-1f --- I) C Applicant is: Owner 1 Contractor le-f-ki—Ar /4) t/Afvn 4 CC4S4A,S TYPE OF WORK 4440 Description of work: 4 t a- coNCI$ Abs Wrfl effillitt occ-4 !4 - 001i* Construction Cost G/34-4,0 Multi -Family Building: (Yes / No%C ) CONTRACTOR Name: 041141-4-' O �ft-M14 9-I� + License #: 2i. 3`1l yt 9 � /} �s 6 vA/V6 AmAcx �. City: �t A4441 its r--4 Address: '7,, r/-3— VJC t3 !6 /-I State: IVA/ Zip: VC34Phone: 763 — Contact(re C t (LAIL Email: i rh.@ ect cver wit s" li,c.: r`oA.. covv COMPLETE In the last 12 months, has Yes If yes, THIS AREA ONLY IF CONSTRUCTING A NEW BUILDING the City of Eagan issued a permit for a similar plan based on a master plan? date and address of master plan: _No Licensed Plumber: Phone: Mechanical Contractor: Phone: Sewer & Water Contractor: Phone: NOTE: Plans and supporting documents that you submit are considered to be public information. Portions of the information maybe classified as non-public if you provide specific reasons that would permit the City to 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.aor herstateonecall.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 "rev 147, 0442444., Applicant's Printed Name x Appli ant" Signature Page 1 of 2 �l s SgA-1-6-p_ DP - DO NOT WRITE BELOW THIS LINE SUB TYPES Foundation Single Family Multi 01 of _ Plex Accessory Building WORK TYPES New Addition Alteration _ Replace _ Retaining Wall Fireplace Garage Deck Lower Level _ Porch (3 -Season) _ _ Porch (4 -Season) of Porch (ScreenlGazebolPergola) Pool Interior Improvement Move Building Fire Repair Repair DESCRIPTION Valuation 7cZe7 Plan Review (25%` 100% Census Code 6J $4 # of Units # of Buildings Type of Construction Occupancy Code Edition Zoning Stories Square Feet Length Width REQUIRED INSPECTIONS Footings (New Building) Footings (Deck) Footings (Addition) Foundation Drain Tile Roof: _Ice & Water _Final Framing Fireplace: __,Rough In Air Test _Final Insulation Meter Size: Reviewed By: _ Siding Reroof Windows _ Egress Window q6 7zil 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 PG --1 MCES System les' 7 SAC Units R`" % City Water Booster Pump 4,110 PRV Pia Fire Sprinklers -- Sheetrock Final / C.O. Required Ai- 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 62. -Th , Building Inspector RESIDENTIAL FEES Base Fee Surcharge Plan Review MCES SAC City SAC Utility Connection Charge S&W Permit & Surcharge Treatment Plant Copies TOTAL j 0 41071b„1 Xini4 5 Sic wit ZAP /7740c-# C/.2. xi?) 4,040 Page 2 of 2 6 ??i?30-III / /?? Ss-? & 0v9"1(, r A00 TIAL BUILDING PERMIT-APPLICATION I. ?I I ae / (2D% maximum lot coverage allowed) t set of Energy Calculations for heated additions w (z,SR 4 -l 1 City Of Eagan VA P 3830 Pilot Knob Road, Eagan MN 55122 {?Q GS 9 y? ? Telephone # 651-675-5675 FAX # 651-675-5694 New construction Recu'sements RemodelReoab Reouirements D2 3 registered she surveys showing sq. R of lot sq. R of house; and All roofed areas 2 copies of plan showing beam 8 window sus; poured found design, etc. I site survey for 1 set of Energy Calculations 3 copies of Tree Preservation Plan If lot platted after 711193 Rim Jost Detail options selection sheet (bldgs with 3 or less units 2 copies of plan add'dbns 8decks Tr?et?res ,? "?? Addition-indicaleifon-sifesepficsystem slaw Date --(. 0 1 Site Address r 7 f Sf?Fl7 fZ iJt/z Construction Cost gaSr 00c) l v? Umit/Ste # Description of Work Multi-Family Bldg _ Y Fireplace(s) _ 0 _ 1 _ 2 Property Owner Ctiuc{L ) *V c-y C-io rc-NiUL Telephone # ( ) Contractor yC?qw:= HomtM1S Address 208`tD r4YA-1-)njt!1- State (9 htiUN ?o Ci (24-2?: ?j p r-vzi uL?' City zip SS33( Telephone # COMPLETE THIS AREA ONLY IF CC Energy Code Category - Minnesota Rules 7670 Category 1 • Residential Ventilation Category 11 (J submission type) Submitted Energy Envelope Calculations SuY Have you previously constructed a building in Eagan with fee applies. Licensed Plumber Mechanical Contractor pr ft)- ? p Sewer/Water Contractor Telephon 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 NIN Statutes; I understand this is not a permit, but only an application for a permit, and work is not-to start without a permit; that the work will be in accordance with the approved plan in the case of work which requires a review and approval of plans. A NEW BUILDING ?opoV _ innesota Rules 7672 4 • New Energy Code Worksheet Submitted S' Isr plane _ Y _ N If so, 25% plan review 0? 50`7 Telephone # ( ) 6;5 - a 03 4j-Telephone # (16'5 ? iIOC?S7-(zoul Applicant's Printed Name Applicant's OFFICE USE ONLY Sub Types { , ? 01 Foundation ? 07 05-plex ? 13 16-plex ? 20 Pool ? 30 Accessory Bldg 02 SF Dwelling ? 08 06-plex ? 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 I ? 04 02-plex ? 10 08-plex ? 18 Deck ? 23 Porch (screentgazebo) ? 36 Multi Misc. ? 05 03-plex ? 11 10-plex ? 19 Lower Level ? 24 Storm Damage ? 06 04-plex ? 12 12-plex Plbg-Yor-N ? 25 Miscellaneous Work Types 31 New ? 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 Replacement `Demolition (Entire Bldg) - Give PCA handout to applicant Valuation Dd® Occupancy 11 JL MCES System Census Code /1) Zoning Jed- City Water SAC Units 0/ Stories Booster Pump # of Units / Sq. Ft. PRV # of Bldgs Length Fire Sprinklered Type of Const ?N Width 7-0' REQUIRED INSPECTIONS Footings (new bldg) ?C Final/C.O. Footings (deck) _ Final/No C.O. _ Footings (addition) Plumbing ?X Foundation - HVAC Drain Tile Other Roof _ Ice & Water _ Final _ Pool _ u Figs _ Air Gas Tests _ Final Framing _ Siding St Sto _ Brick Fireplace R.I. 4/ Air Test Final _ Windows PPP!!! Insulation _X Retaining Wall Approved By: 7j Building Inspector Base Fee Surcharge /r Plan Review /1?r s X / 67 y1 3 yo MC/ES SAC X S7' -? City SAC 9N0 ?? 33 x S- Ll a 0 5-8-04 Utility Connection Charge ??? / S&W Permit & Surcharge 0 .7 0L X L13,2 Treatment Plant (?l 413 License Search VV ??e r Copies L -fir 7 /? X ?K I O1 u L" C7 Other -1 Totatr 77 y ?!m (itlE?13 ?` vim= o uK ,/0) ! ooy 4>___CjtY of eagan FAX TRANSMITTAL fi TO: ATTENTION: W A !0bU( FAXNO.:??-1 7?' tS?I?2?1 COMPANY: / L?-Tjl or F :r,11re-- FROM: 3830 PILOT KNOB ROAD EAGAN, MN 55122 FAX NO. (651) 675-5694 DATE: NO. OF PAGES TO FOLLOW: SUBJECT: ! z l 3 5k1? (°ili7ll? e COMMENTS: These are being transmitted as checked below: For Approval High Priority Originals Forwarded By Mail For Publication For Your Information Originals Not Forwarded As Requested _ For Review and Comment Note to Facsimile Ooerator. Please deliver this fax transmission to-the above addressee. If you did not receive all the pages in good condition, please contact us at 651-675-5646 - Engineering; 651-675-5675 - Building Inspections; 651-675-5685 - Community Development. THE LONE OAK TREE... THE SYMBOL OF STRENGTH AND GROWTH IN OUR COMMWNITY Equal OpporluwtylAffirmative Action Employer c,roxMs1C,=M' Fax Aug 19 OgtS 03:23p John Vogstrom 651-GBG-4595 p.2 At-ro-i9r;*04 15:25 ULTEI5 MPLS 763571116B P.02 r D Special Structural Testing and Inspection Procr 2m Summary Schedule G e,^N le k' pmeet N Project Name f ?l ! ?TG?Gf `{ Location Permit Ma. _ _ e vdne This schduld shall be fined out and tndaded to a Special structural s Far Special Itsspection & Tent li d " ing- as comained in the State ne e Note: Gui will be herwisa specified,assuat dpro r d (lf not at epled IBC-) a Building Code and as modified by the 5m= =an adopted IB onded directly by visinag CASFJNfN at m ww.eeta>LOrg' sA complete spccificarieu-rdady prog2 (1) Permit No. to be provided by the Building Official mced to the specific technical aeoPe section in the propa"L State Building Code. f R er e (2) (3) Use descriptions per IBC Chapter 17, as adopted by Misses ecial Impector-Sunenual(51S) s f'I p specialIWPecror -Technical (STT1: per teattidspccn Per furor. etc. otnhty l . y, m Week (6) ?dame of Firm Contracted 10 Perform service. ACKNOWLEDGEMENTS (Each appropriate represemeive shall sign below) R ^ ? Firm: ?'! ll C (C GL? C C Date: ? - 1 Date Own: lm: u E l 6 ?S F . Contractor: '0 E ???- QGN Firm:- Dive! !}- O mchitect: V IrFa: ?? ?k?,t Firm: Date: SER: Date: -?---- pirtn: SI-5: Date:---- Fits TA: Date: -----? Firm: F: he individual names of all paospect l ctors ive spacial ?e , t If reqursccd by engineer/architeer of record or banding o[ncia ified as an amchmat id m and the work they intend to observe shall be TA >• Teeing Agency Technical = Stroetural Engineer of Record SI-T - Special Inspector - . SER F = Fabri=attu Legend: SI-5 ° Special Inspector -Structural D ate B(SD-pRD I9 4107 Accepted [or the Buildis>q DePe[trrxttt BY TOTAL P.02 07/06/2004 08:40 FAX 8524713433 PAUL VOGUE HOMES 0001 Permit Number REScheck Compliance Certificate Checked By/Date 1995 MEC REScheck5oltware Version 3.5 Release lc Data filename: C:\Program Files\Check\REBeheck\donettelk.rck TITLE:: CITY: STATE: Minnesota HDD: 8157 CONSTRUCTION TYPE: Single Family DATE: DATE OF PLANS: PROJECT INFORMATION: COMPANY INFORMATION: Vogue Homes, Inc. COMPLIANCE: Passes Maximum UA = 851 Your Home UA = 417 51.0%Better Than Code (UA) Ceiling is Flat ceiling or Scissor Truss Wall 1: Insulated Concrete Forms Window 1: Vinyl Frame:Triple Pane with Low-E Door 1: Solid Wall 2: Wood Frame, 16" o.c. Floor 1: All-WOW JoistrFruss:Over Unconditioned Space A" 90 AFUE Gross Glaring Am" Cavity COa or Door Perimeter R-Val R-Value U-Factor UA 2510 38.0 0.4 75 4584 32.0 121 785 0.200 157 126 0.070 9 950 14.0 21.0 31 936 39.0 0.0 24 Furnace 1: Forced Hot -1 Air Conditioner 1: Electric Central Air, 10 SEER COMPLIANCE STATEMENT. The proposed building design described here is consistent with the building plans, specifications, and other calculations submitted with the permit application. The proposed buildi has been designed to meet the 1?99?StM sled in requirements in RES checkVersion 3.5 Release le (formerly MEC cheeA and to comply with the mandatory req the RES checkinspection C h ' 1?/V Date i / /? ?? __y, Builder/Designer Dcrtcr%C't Ce Co r Development A-CRM Lot Number Block Number Address 13 SK TM t7Q Builder ,Jp&,, ) Acz j PHONE NUMBER: _YW N Q CONTACT: b tZ, , Z o - l3 W Tree Protection Requirements: _ Tree Protection Fencing Installed On Site Oak Tree Pruning (Immediately seal wounds during April 1 to July 31) Therapeutic Pruning - x Retaining Wall (RUNT `eArgo hlzt-A" Tv nwir T T Other: pW 0414- -MVq Reolacement Trees: Not Required 7C As Follows: Clo,? 04ro2Y T- 5.t ftty ?Q?4 cu rot l.=l?tT j?1 lA (Y?B E-t2 OF- Attachments: CATMOlt`r tq 0 2 C Yes No Additional Notes: FAGAN FORE BY DA1E,_..._ ' / 7- H:\ghove\2004fl1e\treepres\Tree Preservation Plan Summary-2004 (PLEASE READ ATTACHMENTS) CHUCK & NANCY GORNICK ?} CONSULTING ENGINEERS ROM PLANNERS end LAND SURVEYORS PROJECT NO. 12354.00 PCOMPRNY, NGINEERING BOCK INC. PAGE _1000 EAST 10th STREET, BURNSVILLE. MINNESOTA 66337 PH 43]-3000 CERTIFICATE OF SURVEY Legal Description: LOT BLOCK 1 GVR ACRES DAKOTA COUNTY MINNESOTA. d .-Y DENOTES EXISTING ELEVATION (665.7) DENOTES PROPOSED ELEVATION INDICATES DIRECTION OF SURFACE DRAINAGE 566.3; = FINISHED GARAGE FLOOR ELEVATION (UPPER) e56. oo = FINISHED GARAGE FLOOR ELEVATION (LOWER) SCALE : 1' = 40' 656.33 = BASEMENT FLOOR ELEVATION AREAS LOT = 54,087 SO.Fr. (TO SURVEY LINE) HOUSE - 4,486.87 SO.Fr. (INCLUDING CANT.) D'7 COVeRA6E % ,Sw WE U011- ?EPulC6 A LnM ?l,t?/FT10N '+r n of i? " ??Dwoop r2e?5 oe \'s, /h ro N T2c,5 o 2 /? \ 1 /? c or^ IJ yrvdplu v o F 07-H :f o \ / '7 - 2-F 0 W--I^ I x/ -M" l6v x- l?? 5.,yy5y ?? -''? E aM ©?s ey'y°jy M1cP2 ,: xiP?a_?, E UTec rwj/ Q !) ?N b wr"?J $ , fx E NGE cpNTf?l- J 1;i a r?6 Y 'U ?? r3`. '180 ?°(Aersi /` R 1 ^ Gib 4 l64£?. M1?E?j ?JJ 10.9p I _ ° .9 ` M v?13•MARE `gv ??941MHUV ? ? ??.'.1 `?b $?` ryrtp. ?=y`, f') tag}i_Z! I IV O! s z Y ?5 0 0° 8Nd F SON?{V'?,1 .?-.4 ?? ?? fib' * bM aE b? 6M Z.°o ? Y?°.lIR<?' S rN _ r 8JN20' E CI rbbpy Cee4• 2.z F y?--? o GgRACE 8 H % &55,0 I $ 4N AST. R. -'v Qt \ ` [(85A4) .?? S 0 J r0 ` EKITT. 670 SeWtA Nov adfi `is_e `m •?g3:? 291.29 N69.55'29"W 20 ? 1??LLYY ``?? p F[+AW9 ?11i 8 r87{?5????? ?%L O?',zE bp3A a I hereby cerAtlfy that this is a true and correct representation of a tract as shown and described hereon. As prepared by me this 24- day of M4). , 2004. RO/. 'l-29'd4' AO0E6 GaVE 6E L PeoN RVy F ¢ TREE F p gO76 r=eNcE. inn. Reg. No. 11086 N GVR ACRES LOT 7 BLOCK 1 SIGNIFICANT WOODLAND CALCULATION WORKSHEET 7/29/2003 Development Type = Single-lot residential Future use/ Existing Allowable Proposed Proposed Required Cash Ownership Woodlands Removal Removal Preserved Mitigation Equivalent Residential 1,18 acres 20.0% 0,30 acres 1.14 acres 10 Btrees $3,106 5511'413 sq ft '; 1t) 283 sq"ft 12871;sg ft 49,476 sq ft 25%.... 96% Prepared by Gregg Hove, Supervisor of Forestry, City of Eagan j LOT SURVEY CHECKLIST FOR RESIDENTIAL BUILDING PERMIT APPLICATION PROPERTY LEGAL: ? 4, / 8)t c V GoUj AGZ? s DATE OF SURVEY: 5I a` LATEST REVISION: m , c rs r U OZ Q DOCUMENT STANDARDS ? ? • Registered Land Surveyor signature and company ? ? • Building Permit Applicant it7 0 0 • Legal description PP D ? . Address 0 ? • North arrow and scale 0 ? ? • House type (rambler, walkout, split w/o, split entry, lookout, etc.) 0 ? ? • Directional drainage arrows with slope/gradient % 'z ? 0 • Proposed/existing sewer and water services & invert elevation e ? ? • Street name 0 ? . Driveway (grade & width - in R/W and back of curb, 22' max.) ? ? • Lot Square Footage 'tT 0 ? • Lot Coverage ELEVATIONS Existing '2 ? ? • Sewer service (or Proposed) -9 0 ? • Property comers .g' ? ? • Top of curb at the driveway and property line extensions .e ? 0 • Elevations of any existing adjacent homes 4?r 0 ? . Adequate footing depth of structures due to adjacent utility trenches ? ? .. • Waterways (pond, stream, etc.) Proposed 0 D • Garage floor x1 ? 0 • Basement floor 0 ? ? • Lowest exposed elevation (walkout/window) ,R-,? ? . Property comers ? ? • Front and rear of home at the foundation PONDING AREA (if applicable) Z ? ? • Easement line A ? ? • NWL .Er ? ? • HWL Ja' ? ? • Pond # designation ? ? • Emergency Overflow Elevation 'z (I - Pond/Wetland buffer delineation DIMENSIONS ,,d ? 0 • Lot lines/Bearings & dimensions ? ? • Right-of-way and street width (to back of curb) ? ? • Proposed home dimensions including any proposed decks, overhangs greater than 2', porches, etc. (i.e. all structures requiring permanent footings) X0 0 • Show all easements of record and ity utilities within those easements .? ? ? • Setbacks of proposed structure d sid yard setback of adjacent existing structures s6 0 ? • Retaining wall requirements, if 7y, Reviewed: 0 Name Date G:/FORMS/Building Permit Application Rev. 12-16-03 GINS, •w#A OBE CONSULTING PLANNERS and LAND SURVEYORS ENGINEERING COMPANY, INC. 1000 EAST 146th STREET, BURNSVILLE, MINNESOTA 55337 PH 432-3000 \_ CERTIFICATE OF SURVEY Legal Description: LOT BLOCK 1 GVR 'ACRES DAKOTA COUNTY MINNESOTA. Cbi.g1 DENOTES EXISTING ELEVATION (e6S.3) DENOTES PROPOSED ELEVATION INDICATES DIRECTION OF SURFACE DRAINAGE 866.33 = FINISHED GARAGE FLOOR ELEVATION (UPPER) 2156.00 = FINISHED GARAGE FLOOR ELEVATION (LOWER) SCALE : 1" = 40' e56.3°, = BASEMENT FLOOR ELEVATION AREAS LOT = 54,087 SQ.FT. (TO SURVEY LINE) HOUSE = 4,486.87 SQ.FT. (INCLUDING CANT.) COVERAE/E % _ 8.3? w op-wEWAY AKF-A: k 2.¢00 !;l,Ft COVERAUE 7? = 447o TOTAL 70 = 12.170 ADDKE%,; I-713 SK47e2 D2tVE ( v F; . L ONSW SO MCE Cep ?h Igybr µ ;;A S43Cb k?o?., ,y?OPO o ? MULL ER®3@®H m2man (OR WD W -70; MH > L&L4il ?aea_9e` OL "(_? t664.3y io v r1 p 00 N EXX115T. kA? eA ??V) C 1 % 20 ? ?? J Y? ' ?o sou N (Sbo. ?ry? }ND % 73,34 ls? 0 (1K„ b o i e se?6 eww ,o? 2.2?o?abb.?! n? ? I GARAGE . 81v/gPC E X839.41 021- 851.36 ?S.o) x s;g; e) B56.54 LZ gIRCN 291.29 55'29"W N89' P O 47, H In/ FkIST -06y ??,O SG?1 lA? X10 Si839 dr _6D Al y e_04&1 ?a? 1iaGlucvrk?lO2ttr?r.? ?L4y? ? %u?' cy.ai RG-a r1P?1.ct>?`fj Q 7urtsl.?i P? r-? F-c" I hereby certify that this is a true and correct representation of a tract as shown and described hereon. As prepared by me this !24 day of M- , 2004. /?j ROI. -7-Z9-04-: ADD60 c_oV644(je Pe2c?NT ?l 4Minn. Reg. No. 1106b £ TREE pIZoTEc-nv8 FENCE. RC4. B-t2 04' h0017roRAL. ELEV,4T1oN5 r oEZA-rcS Peg crry CffECkt-IST APPLIC4T104. 0 o ?C9? NWL =790.3 4 2,.P`9,? y H W L = 792.3 fk. >3k F ??? ?.aAl,M 9 \ 1?(?46 S1 S. 1V'o AK v .,3, EW if ?' (SEE PROT?TR0L ?,? ?p?sroN CoNT ¦ FENCE CHUCK & NANCY GORNICK PROJECT NO. 12384.00 BOOK PAGE 10 w w \ ---I w L +- I ` I t0. M O f D N o I 0 _j j M1 W K (sa ?S, 3:1 Maximum SlIDW ??I'01 839.-or Retaining Well Will Hod b8 Reeulred A xg8K.4) 0 0 I? I ?I I I - Ilo J I (6%1) ('96-ti ?; 9`- February 23, 2005 Chuck & Nancv Gornick 1713 Skater Circle Eagan MN 55123 kt f-n 1 ,) oNN RE: Hydraulic Passenger - ElevatorlOg -11272PT04-p1R Residence: Gornick, Chuck 6 Nancv Res. 1713 Skater Circle Eagan 55123 Dear SirlMadam: The Minnesota Elevator Safety Cede provides that the Minnesota Department of Administration, Building Codes and Standards Division, Elevator Safety Section issue a letter of approval for all elevators, dumbwaiters, escalators, moving walks, wheelchair lifts and mantifts (endless belt lifts) before they can be legally put into service in Minnesota. We received a letter stating that at recommended corrections have been addressed- We will acknowledge that certification. This letter will serve as official approval for you to operate your elevator. If at any time we find that the recommendations were not corrected. we will take action Id assure compliance with statute, rules and adopted codes. NOTE: Compliance with Minnesota Rules and the ANSIlASME At7.1, Safety Code for Elevators and Escalators does not necessarily assure compliance with the Amerinans With Disabilities Act of 1990. Sincerely, BUILDING CODES AND STANDARDS -0j1M0=eave State Elevator Inspector Lgwlrkr (CE-4) Schoeooner. Dale R.. BO, City of Eagan Arrow Lift Accessibility Vaoue Homes ElFormCE4R eutlding Codes and Standards, 408 Metro Squate Bldg.. 121 7th Place E. St, PaW, MN 55101-2181 P; 651.296.46391 F: 651.297.19731 TTY; 651.627.3529 and ask for 296.9929 w .buildingcodes.admin.state.mn.us I abed 18Z198L£9L 3RIVI8 I3I4 14011K1t £6:90 SOOV11 dtlW OEPARrMENr OF AOMINISTRAVON May 11 05 09:39a John Vogstrom 651-GSG-4595 p.2 e Site address: 1713 S ?/,z f,-- r- ?4P- Lot Block ! Subd. On April 15, 2000 the Minnesota Energy Code, Category I Building Requirements for insulation protection, air tightness, and ventilation, was adopted. As a result, the City of Eagan is requiring that the following information be submitted prior to issuance of a Certificate of Occupancy. This structure: is constructed to meet minimum requirements of the Mn Energy Code, Chapter 7670 OR This structure: will be constructed to meet more restrictive requirements of Chapters 7672 or 7674 APPLIANCE GAS ELEC MANUFACTURER MODEL BTU'S VENI`T/?INGTYPEnn ? `0 Water Heater lSC /50 eaD V 1 Furnace Dryer I)V- 512y83G0 1 v F? ?, Slo 0U `f j'c f VENTED EXHAUST SYSTEM LOCATION h TYPE MODEL CFM's pO? YES NO x Kitchen en kitc A00 Bathroom 1 4 all ?? - 18,0 x Bathroom 2 Ad Bathroom 3 X ` an 2g p i , !/ ll U ??? X Bathroom 4 pylQ, J / SU Other VENTING FIREPLACES 1 LOCATION L. ?, n GAS WOOD MANUFACTURER N - 61a 1- / MODEL 606 %R?-- -14 SL ssa - ?- BTU'S 30 ai DIRECT ATMOS x 375- x evll- W/40 5!s ; n rccte c- V 1 hereby acknowledge that the above infonnafion is correct and agree to comply with the Minnesota Energy Code and City Eagan regm me s. _ i ature Date S1, tJn/?11r I?Ur2 S ?? Company Name This form is the responsibility of the General Contractor. DHW Series RIGHT HAND SHOWN A 3 REAR L 4 X 4 J-BOX ?D I J B B C J '® I I I LJ I ?i I 01 0 ' - H - I M COIL O INLET ® OUTLET • CONDENSATE DRAIN 3/4" FPT ACCESS SIDE FRONT PANEL ??. -7/8 TYPICAL SUSPENSION NUT LOCATION f BLOWER ? ACCESS PANEL 4 X 4 J-BOX I I I FILTER ACCESS PANEL I ' I I I 3/4 -? I+ C 13/4 BOTTOM DHW Series Unit Cabinet Dimensions MODEL UNIT BLOWER OUTLET STUBOUTS LOCATIONS A B C D E F G H I J K L M DHW-400 29 12.5 32.5 2.5 7 10.75 7.25 2.25 4.50 10.00 4.00 6.625 7.500 DHW-600 25 14.5 32.5 3 5 10.75 8.75 2.25 4.50 11.00 4.00 6.625 7.375 DHW-800 31.5 14.5 32.5 3 8.25 10.75 8.75 1.875 4.50 10.50 4.00 7.00 7.375 DHW-1000 38 14.5 34 3 10.25 11.75 8.75 1.875 4.50 10.50 4.00 6.875 7.375 DHW Series Specifications DO Motor HP/AMP Face Nominal Throwaway Unit Rows Blower Filters Coil Shi In Model Area Rating DD 7/8" Thi k C ti 0 Sq. Ft. Tube in Tons STD. OPTIONAL c onnec on Weight (Actual Size) 115/1 20&2301 277/1 DHW-400 1.50 4-3/8 1 1/10/1.2 0.8 0.9 9-4 11.75 X 24.375 5/8" 0. D. SWT 102 DHW-600 1.53 4-3/8 1.5 116/3.7 1.0 0.9 9-6 14 X 20.75 5/8" O.D. SWT 103 DHW-800 2.02 4-3/8 2 1/4/3.7 1.3 2.2 9-6 13.5 X 27 5/8" O.D. SWT 125 DHW-1000 2.52 4.3/8 2.5 1/3/4.9 2.2 2.4 10-6 13.75 X 33.75 3/4" O.D. SWT 140 Motors - PSC 1075 RPM; 3 Speed Wall Switch (opt) Page 4 DHW 4.0 Address: 1713 Skater Dr Zip: 55123 Lot: 7 Block: 1 Subdivision: GVR Acres THE FOLLOWING ITEMS WERE/WERE NOT COMPLETE AT FINAL INSPECTION ON Yes No Comments Final grade - 6" from siding Permanent steps - garage Permanent steps -main entry Permanent driveway Permanent as Sod/Seeded lawn Trail/curb damage ?O 3:1 Max. Slope/Retaining Wall Porch Lower level finish 10 Deck ?G Fireplace • 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. V BUILDING INSPECTOR: CONTRACTOR: vogue Homes 20840 Channel Drive Eagan NIN 55122 /7/3 S4TEP- bk- ti -7, Guy ACIV ' September 12, 2007 Paul J. & Lisa R. Dondlinger 1719 Skater Dr. Eagan, MN 55122-1798 Dear-Paul & Lisa Dondlinger: Re: Land Survey of Conservation Easement, GVR Acres As a follow up to the inspection of the conservation easement area of your and your five neighbors' properties alongside Blackhawk Lake on September 7, 2007, please be advised that within the next one to three weeks the City will conduct a land survey of the easement area between 8:00 a.m. and 4:00 p.m. Monday through Friday. If you have any questions or concerns, please feel free to contact me at (651) 675-5300. Sincerely, Eric Macbeth Water Resources Coordinator Cc: Tom Colbert, Public Works Director Russ Matthys, City Engineer Mike Ridley, City Planner Mary Granley, Senior Code Enforcement Technician August 9, 2007 103150006001 Paul J. & Lisa R. Dondlinger 1719 Skater Dr. Eagan, MN 55122-1798 Dear Paul & Lisa: Re: Conservation Easement, GVR Acres The City of Eagan holds about two dozen conservation easements that have been recorded on various land parcels throughout the City over the past 20 years. Such easements, which are legal agreements between historical landowners and the City, prohibit specific activities on the legally described areas and also allow any other activities as granted by historical landowners. Conservation easements are permanent and "run with the properties." Enclosed for your reference is a copy of the conservation easement document recorded in June of 1988 for your and your five neighbors' properties alongside Blackhawk Lake, which were legally platted as Lots 1, 3, 5, 6, and 7, Block 1, GVR Acres. Please be advised that within the next two to four weeks City staff intends to access the easement area of these properties between 8:00 a.m. and 4:00 p.m. Monday through Friday to inspect its condition relative to the terms of the easement. If you have any questions or concerns, please feel free to contact me at (651) 675-5300. Sincerely, Eric Macbeth Water Resources Coordinator Enclosure: Conservation Easement Document #376006 Cc: Tom Colbert, Public Works Director Russ Matthys, City Engineer Mike Ridley, City Planner Mary Granley, Senior Code Enforcement Technician r ?Srr,tic. (..-F 3 g s? ?J ?6 o? ch PJ 0? n CONSERVATION EASEMENT THIS EASEMENT, made this 9th day of May 1998, between G V R DEVELOPMENT LLC, a Minnesota limited liability company, and GREGORY J. RATHMAN and VALERIE A. RATHMAN, husband and wife, (herein collectively referred to as "Landowners") and the CITY OF EAGAN, a municipal corporation, organized under the laws of the State of Minnesota, (hereinafter referred to as the "City"), WITNESSETH: That the Landowners, in consideration of the sum of One Dollar (S 1.00) and other good and valuable consideration, the receipt and sufficiency of which is hereby acknowledged, do hereby grant and convey unto the City, its successors and assigns, a permanent conservation easement for the purpose of preserving and protecting the natural character of the easement area, over and across the following described premises, situated within Dakota County, Minnesota, to-wit: Lots 1, 3 and 5, Block 1, GVR ACRES, according to the recorded plat thereof, Dakota County, Minnesota, which lies northwesterly, northerly and northeasterly of the following described line: Commencing at the northeast corner of said Lot 5, Block 1; thence on an assumed bearing of North 89 degrees 55 minutes 29 seconds West, along the north line thereof, a distance of 85.87 feet to the actual point of beginning of the line to be described; thence South 42 degrees I 1 minutes 00 seconds West a distance of 121.25 feet; thence South 64 degrees 10 minutes 00 seconds West a distance of 102.10 feet; thence South 78 degrees 12 minutes 38 seconds West a distance of 48.42 feet; thence South 85 degrees 20 minutes 00 seconds West a distance of 70.18 feet; thence North 82 degrees 34 minutes 00 seconds West a distance of 61.27 feet; thence North 61 degrees 25 minutes RECEIVED 00 seconds West a distance of 114.42 feet; thence North 51 degrees 39 minutes 00 seconds West a distance of 141.84 feet to the north line of said Lot 1, Block I and said line there terminating. DATE RECEIVED 9L THOMAS V. NOVA% Z}7 DMTA COUMV TREASURER, irk Also that part of Lots 6 and 7, said Block 1 which lies northeasterly of the following described line: Beginning at a point on the north line of said Lot 6 distant 175.00 feet east from the northwest comer thereof; thence in a southeasterly direction to a point on the southeasterly line of said Lot 6 distant 245.00 feet northeasterly from the most southerly comer thereof, as measured along said southeasterly line; thence southeasterly to a point on the east line of said Lot 7 distant 165.00 feet north from the southeast comer of said Lot 7 and said line there terminating. (the "Easement Area") See also Exhibit "A" attached hereto and incorporated herein. The Landowners, for themselves and their heirs, successors and assigns, covenant and agree that they shall not themselves perform nor shall they give permission to any third party to perform any of the following activities within the Easement Area, without the prior written consent of the City: A. Constructing, installing, storing or maintaining anything made by man, including but not limited to, buildings, structures, fences, walkways, clothes line poles and playground equipment; B. Parking of vehicles; C. Planting of gardens; D. Storage of firewood; or E. Clear-cutting or removal of native vegetation or trees. The Landowners, for themselves and their heirs, successors and assigns, further covenant and agree that the general topography of the Easement Area shall be continued in its present condition and no excavation or change in the topography shall be allowed, save and except as may be required by any federal, state or local government agency, other than the Landowners, which have jurisdiction over the Easement Area or as authorized by the City, in writing, as the City shall, in its sole discretion decide is appropriate; that no cutting or harvesting of any live tree or other live vegetative cover shall be permitted except as may be required by any federal, state or local government agency, other than Landowners, which have jurisdiction over the Easement Area or as authorized by the City, in writing, as the City shall, in its sole discretion, decide is appropriate. The easement granted herein does not entitle the City to use or occupy the surface of the easement except as specifically provided herein. This easement shall be effective upon Landowners' execution and shall continue in force in perpetuity. Landowners reserve the right to occupy and use the property and easement for all purposes not inconsistent or interfering with the restrictions set forth herein. The easement granted hereunder and the covenants contained herein shall run with the land and shall be binding onto the parties hereto and their heirs, successors and assigns. And the Landowners, their heirs, successors and assigns, do covenant with the City, its successors and assigns, that they are the Landowners of the premises aforesaid and have good right to grant and convey the easement herein to the City. IN TESTIMONY WHEREOF, the Landowners have caused this easement to be executed as of the day and year first above written. G V R DEVELOPMENT LLC, a Minnesota limited liability company By: GI gc,athman hg: Chief anger By: Valerie A. Rathman STATE OF MINNESOTA) )ss. COUNTY OF DAKOTA ) The foregoing instrument was acknowledged before me this !.} day of . '144 1998, by Gregory J. Rathman.and Valerie A. Rathman, the Chief Manager and Secrets' • of G V R DEVELOPMENT LLC, a Minnesota limited liability company, on behalf of the limited liability company. V [ Notary Public LOLA L. VEEMfER aW K"-w ICOWMONEr. ,YW WA'r 31?-' 200a -? STATE OF MINNESOTA) )ss. COUNTY OF DAKOTA ) J The foregoing instrument was acknowledged before me this =( ;? day of '/ ,.' 1998, by Gregory J. Rathman and Valerie A. Rathman, husband and wife. Notary Public APPROVED AS TO FORM: ??? ? 14-- City Attorney's Og??4y Dated: ' commsYE MRS MY ? dgraEs ?nr+uems1.20M APPROVED AS TO CONTENT: !ic Works Deartment W? Dated: 4 < THIS INSTRUMENT WAS DRAFTED BY: SEVERSON, SHELDON, DOUGHERTY & MOLENDA, P.A. 7300 West 147th Street, Suite 600 Apple Valley, MN 55124 (612) 432-3136 RBB/kmw Easement No. 687 206-14652 M S EASEMENT EXH181T cva "? ??Hm C°°"°" ENSCMLNi fir- pl ? .. p. . . i. .._. ? {. P n 1 i . ° _ C 1 I s'?cvnars?.:y' S H q 0 • Job No. 244250 ROOF Order Information Sold To: ST000000 Ship To: 1713 Skater Cir Stock Bldg Supply-Eagan/713 P.O. Box 21099 915 Yankee Doodle Rd Eagan MN 55121 Eagan MN Job Name: Vogue/Gornick Ordered By : Kelli Stillings PO Number: 153196KS Written By: Ron Shimanski Sales Info: Joe Simon Repair Information: Repair ID: 5631 Requested By: AI Mobley AWS Taken By: Ron Shimanski Date Requested: 11/01/2004 Date Needed: 11/01/2004 Comment : X11.= VUu I Repair vescnpnon M Check for added dead load to bottom chord from 9'- to 13' 70# "Air handler" set on 3/4" plywood deck on bottom chord M1 Check for dead load adde to bottom chord from "Air handler" set on 4 x 8 -3/4" plywood deck set on bottom chord from 9' to 13' TC FORCE AXL END CSI 1- 2 -735 0.00 0-86 0.86 2- 3 -24S 0.00 0.86 0-86 1C MACH AIL BND CSI 6- 5 -563 0.00 0.44 0-44 5- 4 452 0.06 0.44 0.50 Web PORCH Web FORCE 1- 6 -768 2- 4 -626 1- 5 779 4- 3 -231 5- 2 217 Lot: Customer TC: 2x 4 SP2 16306-1.5C 8C: 2x 4 Hey 81/82 (N) WS: 2. 6 SPF 16509-1.5C 2. 3 SPF STUD (N) 1- 5,2- 5,2- 4 2x 4 Spy 81/82 (H) 3- 4 MULTIPLZ LOADCASES -- This design is the composite result of multiple leadomm. L. and R. and vertieala designed for wind PROVIDE UPLIT'f CONICCTION PER SCMM=: Support 1 1058 Support 2 2098 ASM1 - 1.15 tracing Schedule: Mobs are m Pt Joint to Joint 1/2 2- 4,3- 4 Bracing shown is for visual purposes only. TRUSS REPAIR Wry: Bottom chord has been loaded with 10 pef live load applied ma-concurrently. All COMPRESSION Chozds are assumed to be continuously braced unless noted otherwise. PROVIDE HORIZONTAL CONNECTION PER SCHEDULE Support 1 4544 IE4 continuous lateral brace attached w/(2) 12d mile each member.Bram MUST be located to provide equal unbraced segments OR: for single ply truss a "T" brace may be miled flat to edge of web w/164 mails @ 8" o.c., using same sire, grade A species as web. trace most extend 909 of web length. 1. 1 Zplf has been added to (lie bottom chord from 9' to 13' as imliFFAIVI. No repair is required. 1 2 3 ID.Oo 0 i7 . '7 t, a r%I c Z r) 12- 9- 8 0-10-11 t TI:M Joint Locations 1) 0- 0- 0 3) 13- 4-12 5) 6- 8- 6 2) 6- a- 6 4) 13- 4-12 6) 0- 0- 0 MndLod per ASCH 7-98, N"", V. 9Dmph, ee 23.0 ft, Ie 1.00, Esp.Cat. C, Mat- 1.0 Hid Type- .1 L= 13.4 ft l 13.4 it Truss in END scm, TCDL= 6.0 psf, BCDL= 6.0 paf ---- MKKM REACTIONS PER SHARING LOCATION----- X-Lac Vert Soria Uplift Y-Lac Type 0- 5- 8 890 454 -105 am pin 13- 4- 0 719 0 -210 SOT B Roll -------- GLOBAL MAX vIPLaCTIONS------_-_ LL TL in./Ratio in./Ratio Jnt(s). L.Cant. 0.00/522 -0.01/338 1 I.Spsn -0.14/999 -0.22/579 3-2 Boris. -0.04 -0.03 SA Nlsa DL Deflection L/999 - -0.08 ( -^ ?340s 6.00" I S 7'101.50" 13- 4-12 CANT: 0- 2- 6 4 I- 6- 0 13-4-12 EXCEPT AB SHOWN PLATES ARE TL20 CL(111-10Scale = 0.1875 LOTT ?INU! ' Eng Job: (WO: A" NOTES ON THIS aSaT- A DOPY OF SKIS uRA m TO BE TO m TIM CANS'PACIOR. SPACING w,1011 G: Dwg: TI: M m TC Live 35.0 pef Lbr DF: 1.15 o Wwumvm4s?e. we?uwe,e, ownu9a?m,m ? 11 °arxse^ a 5" ° °°Nw °mP°;T"° n.u Ist., m°u'° W1 fe? h o 9 N TC Dead 10.0 pef Flt DF: 1.15 o O. 5371 ). M m I I O.C.: 2- 0- 0 BC Live 0.0 pef TPI-95/IRC-00 BC Dead 10.0 pof PGdu- I I I Lot: Customer: WO: TI:M1 1 TC FORCE AZL SND CSI 1- 2 -3468 0.06 0.49 0.55 2-'3 -241 0.00 0.42 0.42 N 8C FORCE An BND CSI 6- 5 2528 0.05 0.27 0.32 5- 4 2457 0.05 0.39 0.44 Web FORCE Web FORCE 5- 2 4031 4- 3 -255 2- 4 -3404 TC: 2x 4 SOP #1182 (N) BC: 2x 6 SP 24006-2.09 NB: 2x 4 SFP #1/#2 (N) 2x10 SP 24006-2.09 1- 1 [1 or 0: Plate(s) OFFSET from joint center. The Joint Detail Report moat be included with any aubmittal, inspection, and/or fabrication documentation. Right End vortical designed for wind. 2-PLY TRUSSN fasten w13-Z 0.120" nails in staggered pattern per nailing schedule: TC- 2 per ft. SC- 4 par ft. WEBS- 2 per ft. Distribute loads equally to each ply. PROVIDE HORIZONTAL CONNECTION Pot SCHEDULE Support 1 439# me w 1.00 2 PLYS REQUIRED Lineal Footage w 57.1 TRUSS REPAIR Bottom chord has been loaded with 30 pat live load applied non-concurreatly. NOLTIPLS LOADCASES -- This design is the composite result of multiple loadcaaes. All COMPRESSION Chords are assumed to be continuously braced unless noted otherwise. WndLod par ASCE 7-98, NKM, vw 90mph, S- 23.0 ft, Iw 1.00, Exp.Cat. C. Art- 1.0 B1d Typew anal L. 13.4 ft W- 13.4 ft True, in RED so", TCDL= 6.0 Pat, SCDL. 6.0 put Bracing shown is for visual purposes only. --------GLOBAL NAT DSPLRCTIONS--------- LL TL in./Ratio in./Ratio Jnt(s). I.9paa -0.02/999 -0.22/688 3-2 Boris. -0.20 -0.11 NA Nea DL Deflection L/770 . -0.19 1. 12pif has been added to the bottom chord from 9' to 13' as indicated. No repair is required. 13.4-12 1 2 3 10.00 X4x 12 - 0.10 12- 0-10 0-10-1113x8i 5X4 r• w9#610- 13-4-12 3.00" CANT: 0- 2- E 11.51 1v EXCEPT AS SHOWN PLATES ARE TL20 GA ?JOint Location 1) 0- 0- 0 3) 13- 4-12 5) 6- 9- 1 2) 6- 9- 1 4) 13- 4-12 6) 0- 0- 0 ------------ TOTAL DESIGN LOADS ------------ Uniform PLY From PLP To TC Vert L+D -90 0- 0- 0 -90 13- 4-12 SC Vert LLD -570 0- 0- 0 -570 13- 4-12 FPDVIDB UPLIFT CONNECTION PER SC®OLE: Support 1 35# Support 2 2100 ----N01Z. REACTIONS PER SEARING LOCATION----- --Lac Vert Soria Uplift Y-Loa Type 0- 5- S 4529 439 -35 SOT Pin 13- 3- 4 4313 0 -210 ]NOT R Roil Scale=0.1250 rKG: Eng Job: WO: ALL NOTES ON MIS GREET. A COPY OF =18 DRAaIHG TO SO fi g' TI: M1 1 TO ERECTING CONTRACTOR. BRACING IRWNIN0t aw.nm wsem,;nen.aam+a.a<,o..,m dxme. w?oN aaoa «v«.m ewone.wa e.cwi.r DG r:JOa Chk: 11/1/zoo4 iry 4uNn mtl xhcFmm beawideml bN ik bieNiry d:ugeer. RnCiny.Emn is forlemlwmM Of lnW ..xyn waredrwry bypF.vm.:,;,w,,,,,x tr w.a. n awnm urm nxryw«m.m e«?0v TC Live 35.0 PEP Lbr DF: 1.15 .daemre q,k boil0iry 4aigna. Ad4acmltntloSame wnm srvnwv.m to ?wea.ts«wR-vi Plt or: 1 15 TC Dead 10.0 Pat . oD,ne, M.Jmq Wemgn f))19) Q.C.: 2- G- G BC Live 0.0 Pat TPI-95/IRC-00 BC Dead 10.0 Pat r..dw• RUG-20-2004 14:16 ULTEIG MPLS 7635711168 P.02i02 MUC LZI U•r UJ:CJP jurtn vV$`r ct-um OiJl-04•i' 1J r••- 15'25 ULTEI6 MPLS x,357sssse P. E3 Special structural Testing and InsDeen°>d 1Proe Im Summary Sehedate prolca No p.ojcet `tame G o ' e lecatioo ? ti- shall be rJled out and ledadrd in a Spedal SV st(ape iol )espccriae k TgYn;' pp°j°ss'td in the Ssrie Nee. Tht's ached[de a d, assrmadpralriOtwillbe"Guid4= (lf rtm ashetunc Wn8e ho yurc sdeptdd IBC.) rismst C&SER++e<°°° ea bO° e`?? Btrildiag Codt and 3, r[tadi8ed by a can be doaeiaaded d>reesll •A CettlPlet4 apKifieaMe•Ked7P?¢'a' . Permit No- to ba peevided by rbe Buildio5 OPfie rl 11) Wart eeG m tlsc apedfic sKbeical sespe ucti0+o in the Rely SotK Snsilditt? Cade. (2) ore dtra'ip C I SC CUPus tT, y adopted by moll (Q) SPeciel faspeetarp-d Yectteicsl i5P7): SPedal tKpcclor-Seucnu.l (StS) per tesdmraccttm per tta0i. rte. (s) weckLy nrollim CanPraated ea pecfeeto sccvieta. .shit ofFcte eo (y) 1kcrNo1VLEAGEteNTS (Escb appwP[tatd teload°dvc shall $I mm balo•••) Firm: Crl Il cI?...?e C"--„m ?C/C owe,: I.?,r> >e-- ?+o -mss r?? vat«?cG??Y-- 0? F;tc+:?r...---f?--?-?-I?ESIGIV fur; Conaasmr.e t a RcrY p E Fr?rt' ? G Date Ayctu7cn: V Ike; rr+a -• /5 Fimr...._ 6qC:?? S£A: Pina Sts: note: TA: Film Rent •1 (pepecmcL F' indi`ideal bssew2ef all psospe<'^'e sPaer old er building ot7iud, We ' if coquetted br cngJr[ca?a[chltett octet estd the fact they WOW ed obus•?e slwtt be idtmursed as an anECb>seM1e Itu eerar - Ttchaital TA ^ Tes?a6 pSedes' Legend SER=Stiue+u+ylEASibeeroCRtcmd ST•T- pe P S7_S - Special ([tspeetot - 5"Llurll f -57btieetos aax ecso- Mr4 ACMP"d [ar are 8eitdtM Depasvi BP TOTAL P.02 TOTAL P.02 NOV-01-2004 15:34 ULTEIG MPLS engineers Gat the le6 done rigm 5201 E. Rwer Road, Suke 308 Minneapolis, MN 55421-1027 Phone: 761571.2500 Fax: 763.571.II68 Date: November 1, 2004 MEMO To. Vogue Homes, Inc. Attn: Jon Vogstrom 3375 Crystal Bay Road Orono, MN 55391 From: Craig Oswell, PE Subject- 1713 Skater Circle Eagan, MN Ulteig Project No.: 204.956 7635711168 P.02i02 Ulteig previously designed and detailed the structural requirements for the construction of special conditions at the above residence. This design is detailed in the drawings prepared by Ulteig dated 5-13-04 and revised on 10-06-04. On 11-01-04, the contractor contacted Ulteig Engineers to discuss a discrepancy between the construction to date and the structural drawings. The following items are noted: 1. Note 14 on sheet S1 of the structural drawings requires plywood sheathing to be placed continuously at the comers around the window openings of the four-season porch. 2. The contractor installed exterior gypsum sheathing because the house will be covered in stucco and the gypsum is preferable for mold prevention. 3. In place of the plywood called out on note 14, the contractor is to install 4-foot wide sections of 5/8-inch thick plywood on the interior of the porch, continuous around the corners of the windows. Fasten to the wall framing members with 8d nails in the standard 6:12 pattern. If you have any questions, please contact me. Sincerely, ULTEIG ENGINEERS Craig Os FE C Minneapolis, MN . Detroit Lakes, MN . Fargo, ND - Bismarck, ND • Sioux Falls, SD www.uiteig.com TOTAL P.02 Date 11/29/2004 Page Permit Inspections Entry Comments Identification: EA065946 - 1713 Skater Dr Comments: 09/14/04 JTW partial foundation - OK to pour lower level walls - provide OK from engineer for changing lintel over the rear walk out from detail 4/S2 to detail 2/S6 9-20-04 No inspections per Dave W., Russ M. & Mike Lence - Silt fence failure in back of lot - sediment washing down hill must be cleaned up. Need silt fence behind curb, need rock construction entrance behind curb to house. (Id) OK to continue temporarily as per Dave (JTW) 09/30/04 JTW foundation (Partial) - OK to pour 1 st floor walls - OK to backfill - No more inspections until all changes in engineering are submitted in writing and signed by the engineer - submit engineers aproval for changing lintel size over windows at the big bay windows (engineering called for 16" tall lintel with #3 stirrups, contractor changed to a 9-1/2" tall lintel with no stirrups) - future inspections won't be passed until all the steel is in place and any changes from the approved plan have been submitted and approved. 10/28/04 JTW pre framing insp walk thru - need elec, plbg and Mech RIDONE TZ - dry in roof and missing windows - submit an addendum for new insulation planOK PER TZ - submit an addendum for adding an elevator - provide 22 X 30 attic access to all attic spacesDONE TZ with more than 30" of headroom - schedule a I hr framing inspection for the roof trussesOK TZ - schedule another 1 hr framing inspection after RI are complete and addendums are approved 11 /01 /04 JTW roof truss framing - provide truss mfg spec for window cut into gable end truss R-G pWLI' L - nail off top chord of three ply girder truss R-1 as per truss mfg spec (3 nails per foot)DONE TZ - nail off bottom chord of girder truss F-1 as per truss mfg spec (7 nails per foot)DONE TZ - add required lateral brace to Truss D-1 DONE TZ - nail off hangers at trusses M-6 and N-41DONE TZ *** OK to install attic vent shoots*** 11 2 04 TZ FRAMING 1 FINISH ROOFING & VENT CAPS 2 INSTALL FIREPLACE 3 NEED SPECS FOR ELEVATOR & CONNECTIONS 4 BASEMENT FRAMING NOT COMPLETED YET 5 5/8 PLYWOOD TO BE INSTALLED ON INSIDE OF PORCH FRAMING PER ULTIEG EGN. 6 CHECK THAT CUT GABLE TRUSS HAS 2 KING STUDS TO ROOF & IS TIED BACK TO 2ND TRUSS Date 11/29/2004 Page Permit Inspections Entry Comments Identification: EA065946 - 1713 Skater Dr Comments: done jtw 7 NAIL PLWOOD FLOOR FOR BRACING PER ULTIEG DESING OVt" OK TO START INSULATION DONT COVER UNTIL INSPECTIONS HAVE BEEN MADE 11/04/04 JTW Insulation /framing - foam insulation done at the bonus room roof and gable end wall, in the I st floor octagon room and in the porch walls - call for reinspection of porch walls after 5/8" ply is added as per ultieg engineering 04&-'fL - call for reinspection of garage ceiling/bonus room floor before drywall DONE jtw - LL not ready -need approved addendum for elevator shaft Otz 1'L *** OK to rock everything EXCEPT porch walls, garage ceiling, inside of the elevator shaft and the lower level*** - call for insulation inspection after ceiling is sprayed and before blown in insulation ** large soffits in the lower level can be treated as dropped ceiling (draft stop over 1000 sq ft) not soffits (fire block at 10' intervals)** 11/19/04 Fireplaces -lower level fireplace framing not complete, also vent not framed in on main floor and cannot see vent in attic space -fireplace in main floor where back to back with one from bedroom missing vent hangers 11/23/04 JTW gas lines recieved a certification card for installing gastite flexible gas lines Chad Alsaker Upper Midwest Radiant 011248528 11/23/04 JTW lower level framing - add fire blocking at all dropped ceilings, soffits and dead spaces - add web stiffeners as per Trus joist spec and nail off hanger at I -joist at the botom of the bsmt stair - provide alt layout and trus joist spec for I-joist layout changed at the elevator shaft - complete framing around bsmt fireplace and add associated fireblocking OTHER UNRESOLVED FRAMING ISSUES (that I know about) - plywood sheathing at the inside of the porch as per ultieg engineering - nailing of subfloor for lateral bracing as per ultieg engineering (see TZ ,01/27/05 THU 13:21 FAX 7633980039 em Sono all ICF SURFACING SYSTEMS @002 crearing essentials IL Termination Below Grade ICF SYSTEM INSULATION SONON/ALL FINISH COAT SONOWALL STUCCOMESV EN IN SONOWALL BASE COAT SONOWALL FT-T"', SONOWALL. FT-R:4 OR SECONDARY MOISTURE PROTECTION BARRIER NOWALL FT-1Z I IALL FT. R" ER WATERPROOFING GRADE LEVEL MIN 6' WATERPROOFING MEMBRANE 8 DRAINAGE I PROTECTION--? BOARD AS 5PEC'D I e...vnmcnd11iM5. It IS lies aeon represenu -N- 11-1 -,--...-t - - Inc. This detail is Subject presented in good faith by Degussa `Nall S/s to change without notice . Oegussa Waft Systems. Inc. accepts no liability for the end use of this detail. For conditions not shoe:n, consult Degussa Wall - Systems for review of sPLfc details. SIMPLEX CONST. 1--1 I3 SN?-oj-e.Y 4inll NOW DEPARTMENT OF ADMINISTRATION February 23, 2005 Chuck & Nancv Gornick 1713 Skater Circle Eaaan MN 55123 RE: Hydraulic Passenger - Elevator ID# -11272PT04-01 R Residence: Gornick, Chuck & Nancy Res. 1713 Skater-CWAe- Eagan 55123 Dear Sir/Madam: The Minnesota Elevator Safety Code provides that the Minnesota Department of Administration, Building Codes and Standards Division, Elevator Safety Section issue a letter of approval for all elevators, dumbwaiters, escalators, moving walks, wheelchair lifts and manlifts (endless belt lifts) . before they can be legally put into service in Minnesota. We received a letter stating that all recommended corrections have been addressed. We will acknowledge that certification. This letter will serve as official approval for you to operate your elevator. If at any time we find that the recommendations were not corrected, we will take action to assure compliance with statute, rules and adopted codes. NOTE: Compliance with Minnesota Rules and the ANSI/ASME Al 7.1, Safety Code for Elevators and Escalators does not necessarily assure compliance with the Americans With Disabilities Act of 1990. Sincerely, BUILDING CODES AND STANDARDS Jim Weaver State Elevator Inspector Lqw/rkr (CE-4) Schoeppner, Dale R., BO, City of Eaqan Arrow Lift Accessibilitv Voque Homes ElFormCE4R Building Codes and Standards, 408 Metro Square Bldg., 121 7th Place E, St. Paul, MN 55101-2181 P: 651.296.46391 F: 651.297.19731 TTY: 651.627.3529 and ask for 296.9929 www.buildingcodes.admin.state.mn.us Date 05/09/2005 C' Page Permit Inspections Entry Comments Identification: EA065946 - 1713 Skater Dr Comments: all comments before 11 29 04 are in file folder for this add. only issuse left are venting in attic space of freplace& cooling unit. there was no ridge venting & it was raining in attic space over main bedroom . contractor was on site and will take care of the issues 12/3/04 Stone & brick -ok to start stone on south side of garage lathe ok (6 from grade) 1/18/05 Fireplace TM -free standing in porch ok -no gas line test -still have correction from above 1/20/05 TM CORRECTIONS -spoke with John from VOGUE Homes about the remaining corrections listed below that the City is aware of as of this date. -Elevator final -splash pan for unit in attic space -vent pipe clearance for lower fireplace that runs behind cabinates thin attic space, the clearance in attic space and support -manufacture specs for efis termination at grade(OK TZ ) -ridge venting in attic space -attic access in bonus room 02/10/05 JTW final - add termination cap for vent pipe at north side DONE jtw - under side of the porch floor is unfinished - no gas line run to free standing gas stove in the porch (partial, tun to grade, no air test) - dry in pentration at the elec box over the lower level garage door - unfinished clothes shoot from the bonus room hall to the 1st floor laundry (add fire blocking) galv liner? DONE jtw - 2-1/2" step at the bonus room (step under 4" must be ramped) - no attic access at the north corners of the bonus room (barely 30-- of head room) OK jtw - move closet organiser to provide clear access to attic access in the 2nd flr front bedroom DONE jtw - seal all attic access - check components of air handler to see if they fit . through 19" X29" attic access provide mfg spec sheet showing component size see 2000 IMC 306.3 - no disaster pan under attic air handler (see 2000 IMC 307.2.3) - defective smoke detector 1 St flr bedroom DONE jtw - seal penetrations in garage fire seperation wall add fire collar to sink drain at upper and lower garages N Date 05/09/2005 Page Permit Inspections Entry Comments Identification: EA065946 - 1713 Skater Dr Comments: provide rated cover plate for central vac outlet provided rated access panel for in floor heat maifold at upper garage Patch hole in drywall DONE jtw - check with TZ on inspection of bsmt fuplace flue passing through the attic (Not accessible) - locate second cleanout for the island vent in the kitchen DONE jtw - provide the appliance balance sheet - balance the HRV DONE jtw - provide ORSAT test on the boiler DONE jtw - verify final inspection on the elevator 05/09/05 JTW final CO - under side of the porch floor is unfinished - no gas line run to free standing gas stove in the porch (partial, run to grade, no air test) - dry in pentration at the elec box over the lower level garage door - 2-1/2" step at the bonus room (step under 4" must be ramped) - seal all attic access - check components of air handler to see if they fit through 19" X29" attic access provide mfg spec sheet showing component size see 2000 IMC 306.3 - no disaster pan under attic air handler (see 2000 IMC 307.2.3) - seal penetrations in garage fire seperation wall add fire collar to sink drain at upper and lower garages provide rated cover plate for central vac outlet provided rated access panel for in floor heat maifold at upper garage - inspection of bsmt firplace flue passing through the attic (Not accessible) - provide the appliance balance sheet - verify final inspection on the elevator July 22, 2008 Mike Maguire MAYOR Paul Bakken Cyndee Fields Meg Tilley COUNCIL MEMBERS Thomas Hedges CITY ADMINISTRATOR MUNICIPAL CENTER 3630 Pilot Knob Road Eagan, MN 55122-1810 651.675.5000 phone 651.675.5012 fax 651.454.8535 TDD MAINTENANCE FACILITY 3501 Coachman Point Eagan, MN 55122 651.675.5300 phone 651.675.5360 fax 651.454.8535 TDD www.cityofeagan.com THE LANE OAK TREE The symbol of strength and growth in our community. Charles & Nancy Gomick MI3_Skater Dr.-? Eagan, MN 55122 Dear Charles & Nancy: Re: Conservation Easement Markers, GVR Acres As a follow-up to both the inspection on September 7, 2007 and the land survey in November 2007 of the conservation easement area of your and your five neighbors' properties alongside Blackhawk Lake, please be advised that within the next one to four weeks the City will install conservation easement markers on edges of easement areas between 8:00 a.m. and 4:00 p.m. Monday through Friday. These markers are intended to be unobtrusive yet help protect the conservation easement area. If you have any questions or concerns, please feel free to contact me at (651) 675-5300. Sincerely, Eric Macbeth Water Resources Coordinator Cc: Tom Colbert, Public Works Director Russ Matthys, City Engineer Mike Ridley, City Planner Mary Granley, Senior Code Enforcement Technician 1AEngineering\Lakes and Wetlands\Conservation Easements\GVR Acres PERMIT City of Eagan Permit Type:Building Permit Number:EA116806 Date Issued:10/11/2013 Permit Category:ePermit Site Address: 1713 Skater Dr Lot:7 Block: 1 Addition: Gvr Acres PID:10-31500-01-070 Use: Description: Sub Type:Reroof Work Type:Replace Description: Census Code:434 - Zoning: Square Feet:0 Occupancy: Construction Type: Comments:Please print pictures of ice and water protection and leave on site. Carbon monoxide detectors are required by law in ALL single family homes . Jesse Haug Valuation: 4,000.00 Fee Summary:BL - Base Fee $4K $103.25 0801.4085 Surcharge - Based on Valuation $4K $2.00 9001.2195 $105.25 Total: I hereby acknowledge that I have read this application and state that the information is correct and agree to comply with all applicable State of Minnesota Statutes and City of Eagan Ordinances. Contractor:Owner:- Applicant - Charles C Gornick 1713 Skater Dr Eagan MN 55122 7-10 Services Llc 5162 142nd Path W Apple Valley MN 55124 (651) 238-4862 Applicant/Permitee: Signature Issued By: Signature