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2825 Skyline Dr8 a?P f? REQUEST FOR ELECTRICAL INSPECTION III, see instructions for completing this form on back of yellow copy. 18793 "X" Below Work Covered by-This Request ? ?'3w E&00001-p8 Wig, /D ;2C153 New Add Rep. Typeof Building Appliances Wired Equipment Wired Home Range Temporary Service Duplex Water Heater Electric Heating Apt. Building Dryer Other(Specify) Comm./Industrial Furnace Farm Air Conditioner Other lspecifyl Contractor's Remarks: /0,1 AV 4a ia? Compute Inspection Fee Below. Ltil yaT # Other Fee # service Entrance Size Fee # Circuits/Feeders Fee Swimming Pool 0 to 200 Amps 0 to 100 Amps _ Transformers Above 200 _ Amps Above 100 -Amps Signs msral use Only: TOTAL Irrigation Booms //1 . ? ? Special Inspection `( Q Alarm/Communication THIS INSTALLATION MAY BE ORD DISCONNECTED IF NOT Other Fee COMPLETED WITHIN IS M ?? S. I, the Electrical Inspector, hereby Rough-in certify that the above inspection has been made. Final e ' OFFICE USE ONLY This request void to months from 5155 0 K1879 / ?6 Request Dale Fire No. Rough-H{'In action Required? Notify Inspector ? Ry ? G Ves o hen Reatly? I license contractor ? owner hereby request inspection of above electrical work at: Job Atltlress (Street. Box or Roule No.) City ? Fa ucJ Section No. Township Nam or No. Range No. Coun , fin t/ Occupant (PRINT) Pho N. i1?tiT C!'?% 415S7- S7l?*ZL- `VJ4/ -57J'eZ- Power Supplier cS'?rfes u?e? Atltlress 3o reel /Derv av f A) SSb S?? Elecmcal Contractor (Company Name) Contractor's License o. iG elf 0/2i Mailing dAa (Contractor caner Makinp.t . lation) Autnonzed ,nature M king InstallaLOn) Phone Number r MINGS TA 47TE BOARD OF ELECTRICITY THIS INSPECTION REQUEST WILL NOT Griggs-Mi Bldg. - Room S-1]3 BE ACCEPTED BY THE STATE BOARD 1621 University Ave., St. Paul. Mr, 5510< UNLESS PROPER INSPECTION FEE IS Phone t6121 6a2-0666 ENCLOSED, CITY OF EAGAN Remarks 1 ?7 F, Addition SeCi"iOn 4 Lot Blk 76 Parcel 10 00400 010 76 Owner Y i /Lu V-1 ?L Street 2882 Sibley Hwy. State Eagan,MN 55121 -DkIC- &6 -A r.% Improvement Date Amount Annual Years Payment Receipt Date STREET SURF. STREET RESTOR. GRADING SAN SEW TRUNK 1968 276.5o 30 Paid SEWER LATERAL WATERMAIN WATER LATERAL A WATER AREA 1- i' 15F7 746.6o r STORM SEW TRK STORM SEW LAT CURB & GUTTER SIDEWALK STREET LIGHT WATER CONN. BUILDING PER. SAC PARK CITY OF EAGAN Remarks •.31 ?{s tAdditio Section 4 Lot 2 Blk 56 Parcel 10 00400 020 561 Owner ` treat 2910 SibleRr?r y. State. Eagan,T-1 55121 .=?cih 3 -.t3 Improvement Date Amount Annual Years Payment Receipt Date STREET SUR F. STREET RESTOR. GRADING SAN SEW TRUNK IN 1 68 100 00 0 Paid SEWER LATERAL 5,7 1975 792.00 2 10 Paid WATERMAIN WATER LATERAL jjq 1972 511 0 2 Paid WATER AREA 9 STORM SEW TRK STORM SEW LAT CURB & GUTTER SIDEWALK STREET LIGHT WATER CONN. 280,00 11199 7-24-74 BUILDING PER. SAC 00.0 11199 7-24-74 PARK PLUMBING PERMIT For Office Use Only CITY OF EAGAN PERMIT# ?- CONTRACT 3830 PILOT KNOB ROAD, EAGAN, MN 55122 RECEIPT # J PRICE PHONE 454.8100 DATE: Site Address F Ajo 14 Lot -?? Block ub BLDG. TYPE WORK DESCRIPTION Res. ?- New Mult. Add-on 11; Name Add Comm. Repair Other c ress City Phone ? RES. PLBG. ONLY -COMPLETE THE FOLLOWING: - NO. FIXTURES TOTAL Cl 3 00 $ I oset - $ . Water Name Bath Tubs - $3.00- Address Lavatory - $3.00 City Phone --- Shower - $3.00 Kitchen Sink - $3.00 00 UrinallBidet - $3 . FEES Laundry Tray - $3.00 COMMAND. FEE - 1% OF CONTRACT FEE Floor Drains - $1.50 APT. BLDGS. - COMM. RATE APPLIES Water Heater - $1.50 TOWNHOUSE & CONDO - RES. RATE APLLIES Whirlpool - $3.00 MINIMUM - RESIDENTIAL FEE $12.00 Gas Piping Outlets - $1.50 MINIMUM - COMM.INDJFEE $20.00 (MINIMUM -1 PER PERMIT) STATE SURCHARGE PER PERMIT .50 Softener - $5.00 (ADD $,50 AC PER EACH $1,000 OF PERMIT FEE) Well - $10.00 Private Disp. - $10.00 l' iip ? Rough Openings - $1.50 ;t lc SIGNATUK OF PE 1117EE PERMIT FEE: STATES SIC: FOR: CITY OF EATCOI N ? ? / G p GRAND TOTAL: " L CITY OF EAGAN :.?Q ' 59 3830 Pilot Knob Road, P.O. Box 21-199, Eagan, MN 55121 PHONE: 454-8100 " BUILDING PERMIT Receipt # To be used for ADDITION Est. Value $4.000 Date AUG 2 1 t g?? Site Address 2910 SIIlfUY N MORIAL ON Lot 2 Block 56 Sec/Sub. SECTION 4 OFFICE USE ONLY Parcel No. Occupancy R 3 FEES cc Name RICHARD HRICHARD W MCGI" Zoning (Actual) Const Permit Bldg 00 ?' u i o Address 2910 SIHLBY MMRIAL MN (Allowable) . 2.00 City EAGAN Phone 647-5057 # of Stories Surcharge Plan Review Length 0 Name SAME Depth 9 SAC Cit _ , y O ut Address S.F. Total U SAC, MCWCC City Phone S.F. Footprints Wat r Con n On Site Sewage e on site wen W t M t - L a er er e I 'o L A s Mwcc system U Phone City Water Acct. Deposit PRV Required SAN Permit I hereby acknowlege that I have read this application and state that the Booster Pump SrW Surcharge information is correct and agree to comply with all applicable State of Minnesota Statutes and City of Eagan Ordinances. Treatment PI Signature of Permitee # APPROVALS Road Unit A Building Permit is issued to: RICHUD W MCGREW Planner Park Ded. on the express condition that all work shall be done in accordance with all Council applicable State of Minnesota Statutes and City of Eagan Ordinances. Bldg. Off. Copies 66.00 Building Official , Variance TOTAL Permit No. Permit Holder Date Telephone # WATER SEWER PLUMBING H.V.A.C. ELECTRIC Inspection Date Insp. Comments Footings I e, 1 Foundation Framing Roofing Rough Pibg. Rough Htg. G Isul. J Fireplace Final Htg. ?, Final Plbg. Const. Meter Plbg. Inspector - Notity Plumber Engr./Plan Bldg. Final Deck Flg. Deck Final Well Pr. Disp. 5 CITY OF EAGAN N2- 16959 3830 Pilot Knob Rotad, P.OiBox 21-199, Eagan, MN 55121 BUILDING PERMIT oG? 5?G c &V ONE: 454-8100 p ..r(,...?,,?, Receipt # To be used for ADDITION t Est. Value $4, 000 Date AUG 21 Site Address Lot 2 Block 56 Sec/Sub. SECTION 4 OFFICE USE ONLY Parcel NO. Occupancy R3 FEES Zoning - a Name RICHARD W MCGREW ActuagConst Bldg. Permit 64.00 o Address 2910 SIBLEY MEMORIAL HWY (Allowable) 2 00 City EAGAN Phone 647-5057 # of Stories Surcharge . 91 Plan Review Length i Name SAME Depth 71 Cit SAC i u? Address S.F. Total , y SAC, MCWCC City Phone S.F. Footprints - t C W On Site Sewage a er onn r w Name on site well W t M t E a ox Address MWCC System - a er er e <w City Phone City Water . Deposit Acct PRV Required SAN Permit I hereby acknowlege that I have read this application and state that the Booster Pump SfW Surcharge information is correct and agree to comply with all applicable State of Minnesota Statutes and City of Eagan Ordinances. Treatment PI Signature of Permitee J),?.Z,, ,, r -5 r -i APPROVALS Road Unit A Building Permit is issued to: RICHARD W M G EW Planner Park Ded. on the express condition that all work shall be done in accordance with all Council and City of Eagan Ordinances. applicable State of Minnesota SSttatutes Bldg. Off. Copies / Building Official Variance TOTAL 66.00 -1-1669 2006 RESIDENTIAL BUILDING PERMIT APPLICATION City Of Eagan 3830 Pilot Knob Road, Eagan MN 55122 Telephone # 651-675-5675 FAX 9 651-675-5694 New Construction Requirements 3 registered site surveys showing sq. ft. of lot, sq. ff. of house; and all roofed areas (20% maximum lot coverage allowed) 2 copies of plan showing beam & window sizes; poured found design, etc. 1 set of Energy Calculations 3 copies of Tree Preservation Plan'rf lot platted after P1193 Run Joist Detail Options selection sheet (buildings with 3 or less units) Minnegasco mechanical ventilation form Remodel/Repair Requirements 2 copies of plan showing footings, beams, joists 1 set of Energy Calculations for heated additions 1 site survey for additions & decks % Addition - indicate if on-site septic system I llw q Office Use Only Carl of Survey Recd -Y -N Tree Pres Plan Recd -Y -N Tree Pros Required -Y -Ii On-site Septic System -Y _ N Date / / 06 Construction Cost -:? S ? 0 0 Site Address 2 S S K t l,-,e Dr . uRit/Ste # u : Description of Work o j i e Multi-Family Bldg _ Y X N Fireplace(s) _ 0 IO _ 2 I S J A Property Owner -T-110 V.a, J ceL( ?Gfl- 503-93Y/ L' L C Jc - Telephone # ((?5 I ) 98 - 6 21 S e lf Contractor Address City State Zip Telephone # ( ) COMPLETE THIS AREA ONLY IF CONSTRUCTING A NEW BUILDING - Minnesota Rules 7670 Category 1 _ Minnesota Rules 7672 Energy Code Category Residential Ventilation Category 1 Worksheet New Energy Code Worksheet (J submission type) Submitted Submitted . 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 plan? - Y - N If yes, date and address of master plan: Licensed Plumber Mechanical Contractor Sewer/Water Contractor Telephone # ( ) Telephone # ( ) Telephone #( ) I hereby apply for a Residential Building Permit and acknowledge that the information is complete and accurate; that the work will be in conformance with the ordinances and codes of the City of Eagan and the State of MN Statutes; I understand this is not a permit, but only an application for a permit, and work is not to start wit permit; that the work will be in accordance with the approved plan in the case of work which reutiy?s?i? ---approval of plans. g ?\JJ ? 2p06 Applicant's Printed Name Applicant's Sigr atu e `J DO NOT WRITE BELOW THIS LINE Sub Types ? 01 Foundation ? 07 05-plex 01 02 SF Dwelling ? 08 06-plex ? 03 01 of-plex ? 09 07-plex ? 04 02-plex ? 10 08-plex ? 05 03-plex ? 11 10-plex ? 06 04-plex ? 12 12-plex Work Types ? 31 New ? 35 ? . 32 Addition ? 36 ? 33 Alteration ? 37 ? 34 Replacement Description: Water Damage_Yes Valuation -)vJ °eo, I Plan Review 100% or 25% Census Cod e SAC Units # of Units # of Bldgs Type of Const y /3 ? 13 16-plex ? 20 Pool ? 30 Accessory Bldg ? 16 Fireplace ? 21 Porch (3-sea.) ? 31 Ext. Alt - Multi 17 Garage ? 22 Porch/Addn. (4-sea.) ? 33 Ext. Alt - SF ? 18 Deck ? 23 Porch (screen/gazebo) ? 36 Multi Misc. ? 19 Lower Level ? 24 Storm Damage inc;-Zet9sv Fou ? 25 Miscellaneous opy e? It- ?/» / 5,-?Jzyd-lr? ? Int Improvement ? 38 Demolish Interior ?, 44 Siding Move Building ? 42 Demolish Foundation ? 45 Fire Repair Demolish Building* ? 43 Reroof ? 46 Windows/Doors *Demolition (Entire Bldg) -Give PCA handout to applicant Occupancy ?i L) MCES System Zoning f2 -I City Water Stories 7;?_ Booster Pump Sq. FL 4,4 x 64 6Q y PRV Na?,? 8 Length Fire Sprinklered Width - Footings (new bldg) _ Footings (deck) A Footings (addition) .-tk Foundation *0 Drain Tile Roof p Ice & Water 0 Final Framing Fireplace 'r' R.I. >6 Air Test X1 Final Insulation Approved By: REQUIRED INSPECTIONS Sheetrock Final/C.O. Final/No C.O. ?C1 HVAC Other Pool _ Ftgs _ Air/Gas Tests _ Final Siding _ Stucco Lath _ Stone Lath -Brick Windows Retaining Wall Building Inspector Base Fee Surcharge Plan Review MC/ES SAC City SAC Utility Connection Charge S&W Permit & Surcharge Treatment Plant License Search Copies Other Total a6`V'x0yf ?__ 63Zs9.Pr (DID ('fluerzer? p?;xH ?'f nd3'9 -,?3 sq??3e Semewr ;7121!55.& jn/gin r/oog /?7 5?j •/??/ a hD ?-/ao12 ') ??p sf ?ID j7L? ( ()()4i 1 ( 100ik ? b?/-717 OD Permit # Permit Date REScheck Software Version 3.7 Release 1b Compliance Certificate Project Title: Jakubic Remodle/Addition Report Date: 01129106 Energy Code: Location: Construction Type: Glazing Area Percentage: Construction Site: 2825 Skyline dr Eagan, MN 55121 2000 Minnesota Energy Code Dakota County, Minnesota Single Family 15% Owner/Agent: Designer/Contractor: Compliance: Passes Maximurn UA: 235 Your Horne UA: 209 -> 11.1 % Better Than Code (UA) Ceiling 1: Flat Ceiling or Scissor Truss: 576 38.0 0.0 17 Wall 1: Wood Frame, 16" o.c.: 768 19.0 0.0 45 Wall 2: Wood Frame, 16" o.c.: 768 19.0 0.0 29 Window: tat floor: Vinyl Frame, Double Pane with Law-E: 72 0.059 4 Window: 2nd floor: Vinyl Frame, Double Pane with Low-E: 96 0.059 6 front door: Solid: 23 0.059 1 rear door. Glass: 20 0.059 1 side door: Solid: 20 0.059 1 Door 4: Glass: 38 0.059 2 Basement Wall 1: Masonry Block with Integral Insulation: 768 5.0 5.0 103 Compliance Statement: Statement of Compliance: The proposed building design described here is consistent with the building plans, specifications, and other calculations submitted with the permit application. The proposed building has been designed to meet the 2000 Minnesota Energy Code requirements in REScheck Version 3.7 Release 1 b and to comply with the mandatory requirements listed in the REScheck Inspection Checklist. ?? T4?a h i J,(- Builder/Designer Company Name Date Jakubic Remodle/Addition Page 1 of 3 REScheck Software Version 3.7 Release 1b Date: 01/29/06 REScheck Inspection Checklist Plan Review and Inspection Issues This list of items may be helpful for Plan Reviewers and Building Inspectors to use as a guide for enforcing the Minnesota Energy Code. The items apply to Group R, Division 3 Occupancies, one- and two-family residential dwellings. The items marked with apply only to detached one- and two-family residential dwellings. Plan Review Issues Foundation Inspection: ? Foundation wall insulation R-5 minimum. ? Foundation insulation extends from top of wall down to top of the footing. ? Exterior foundation insulation is covered by a protective coating finish. Concrete Slab or Under-Slab Inspection: ? Slab on grade perimeter insulation R-5 minimum. ? Slab insulation extends from top of slab to design frost line or top of footing. ? Floors over unheated space R-30 minimum. Windows / Doors / Skylights: ? Average U-value is 0.37 maximum for windows and glass doors (excludes foundation windows). ? Window U-values consistent with building plan and REScheck Certificate. ? Window and door areas consistent with building plan and REScheck Certificate. Mechanical Ventilation Issues: ? Residential mechanical ventilation system provides adequate ventilation per code requirements'. ? Furnace efficiency is consistent with REScheck Certificate or building plan. ? Protection against excessive depressurization is installed per code requirements'. Envelope Insulation for Plan Review: ? Interior basement insulation R-5 minimum (if no exterior insulation). ? Ceilings with attics R-38 minimum or consistent with building plan and REScheck Certificate. ? Wall framing and insulation level is consistent with building design and REScheck Certificate. Inspection Issues Concealed Insulation Framing and Sheathing; ? Wind wash barrier installed at attic edge. ? Exterior wall corners framed so that insulation can be installed after exterior sheathing is installed. ? Intersections of interior partition walls and exterior walls framed so that insulation can be installed between the partition and exterior sheathing after exterior sheathing is installed. ? Gaps between framing less than one-half inch are eliminated by securing framing together or are insulated at the time of assembly'. ? All penetrations between conditioned and unconditioned spaces made prior to framing inspection are sealed'. Interior Air Barrier: ? All fire stops are air sealed. Jakubic Remodle/Addition Page 2 of 3 ? Pipes, ducts, wires, equipment and flues and chimneys through the interior air barrier are sealed. ? A sealed continuous interior air barrier is installed on the wane side of the building envelope at ceilings, walls, and floor rim joist areas ". ? Air barrier behind tub and shower is sealed and protected. ? Recessed light fixtures are sealed. Envelope Insulation: ? Basement insulation R-5 minimum. ? Wind wash barrier on wall separating house and garage is sealed. ? Loose fill insulation is prevented from entering the eaves. ? Insulation on skylight shafts and walls exposed in attics is supported on the unconditioned side. Attic Insulation: ? Attic access panel insulated to R-38 for ceiling panel and R-19 for wall panel. ? Attic card attached to framing near access opening. ? Notification of attic R-value and date of installation posted near building permit inspection card. This is a summary only. Other requirements may apply. See the Minnesota Energy Code. Questions? Call the Department of Public Service Information Center at 651-296-5175 or 1-800-657-3710. Jakubic Remodle/Addition Page 3 of 3 CERTIFICATE OF SURVEY FOR: AD21AN JAKUBIC POWER POLE C/) O DENOTES IRON MONUMENT FOUND O DENOTES IRON MONUMENT SET MARKED WITH / MINNESOTA LICENSE NO. 14891 / BEARINGS SHOWN ARE ON AN ASSUMED DATUM / / / O ? c V R 5KYLINE kN I I \I r r r , I r W i fi 2 STORY gu,P ?Y E 0 _ o ,. rLDlpG 8.p / I - LUNG... CONCRETE bVER ...+p?I7 a 1' UNE 10.5$1 950.00\ woe POWER S89°24'59 "W P01F 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 the Ws of -71 the State Mi esoto. ROBERT B SIKICH Date: 12-12-05 License. No. 14891 Revised+ _. .w POWER ® POLE --...OE_-_...0E--__-.OE_..?.A- ST` .rC14f l W)) Su)zVz?S 8516 244TH STREET N. FOREST LAKE MN. 55025 PH: 651408-9401 M: 612-618-6299 FAX: 651-408-8417 Job No. E00536-JAKUBIC Scoferl'=30' By, RBS EAGAN REVBEWED DRIVE :?23 N89°27'34"E BUILDING INSPECTION I J11Y..Y?/ _GE-pE_OE_-_ - ?- =x FENCE OVER `a LINE 10,.?Sgt .Jx J?i Q 01 N? SYMBOLS DESCRIPTION /rC?? 985.0 DENOTES EXISTING ELEVATION nnJ L? DENOTES DRAINAGE FLOW MINIMUM LOT AREA = 5,000 SO. FT. Ny'oz LOT AREAS: AREA= 12,624 SQ. FT. / THAT PART OF THE NORTH HALF OF THE NORTH HALF OF GOVERNMENT / LOT 8, SECTION 4, TOWNSHIP 27, RANGE 23, DAKOTA COUNTY, / MINNESOTA DESCRIBED AS FOLLOWS TOWIT: COMMENCING AT THE INTERSECTION OF THE EASTERLY BOUNDARY OF THE RIGHT OF WAY / STATE TRUNK HIGHWAY NO. 13 AND THE SOUTH LINE OF SAID ABOVE DESCRIBED PROPERTY, THENCE NORTHERLY ALONG SAID EASTERLY BOUNDARY LINE OF SAID TRUNK HIGHWAY NO. 13 TO A POINT ON SAID LINE, 9O FEET SOUTHERLY OF THE INTERSECTION OF SAID LINE WITH THE NORTH LINE OF SAID NORTH HALF OF THE NORTH HALF OF LOT 8, SECTION 4, TOWNSHIP 27, RANGE 23 WHICH POINT SHALL BE THE POINT OF BEGINNING; THENCE NORTHERLY ALONG SAID EASTERLY LINE A DISTANCE OF 90 FEET TO SAID POINT OF INTERSECTION WITH THE NORTH LINE OF THE NORTH HALF OF THE NORTH HALF OF SAID LOT 8; THENCE EASTERLY ALONG SAID NORTH LINE A DISTANCE OF 150 FEET; THENCE SOUTHERLY ALONG A LINE PARALLEL WITH AND 150 FEET EQUIDISTANT FROM SAID EASTERLY LINE OF SAID TRUNK HIGHWAY NO.13, A DISTNCE OF 9O FEET; THENCE WESTERLY ALONG A LINE PARALLEL WITH AND 90 FEET EQUIDISTANT FROM SAID NORTH LINE, A DISTANCE OF 150 FEET TO THE POINT OF BEGINNING, ACCORDING TO THE GOVERNMENT SURVEY THEREOF. 19524424118 jUN-2 07:33A FROM:CENTRAL INSULATION 19524424118 F 1m I TO:16516755694 P.1 CENTRAL SYSTEMS. LLC CENTRAL INSULATION The Blow-In-Blanket Specialist 9835 Hwy 284 Waconia, MN 55387 Office 952-442-2982 Fax 952-442-4118 FAX COVER LETTER es- / - &`7S-S6'7V DATE 6 -oZ / ^ y0 6 FAX BEING SENT TO c ,,? 6 P, rJ ?= r y o L/,% Ll- ATTENTION m PAGES BEING SENT GENERAL COMMENTS C1osLc? C--o- ZI Ta.a M S pees 9,- .28a-S- sKri.'n< b2, c--y4&aN ?,• Ptr^- 'r 4*7 (E;q o) --o- :s-:5- IF PLEASE CONTACT teaN Fete1? eay WITH ANY QUESTIONS. JUN-29-20;16,07:338 FROM:CENTRRL INSULRTION 19524424118 TO:16516755694 P.2 DurasealTM SFC 1.9 7-Polyurethane Spray Foam Closed-Cell Insulation Technical Datasheet: 9101105 Product Description Duraseal SFC 1.9 spiny polyurethane foam insulation is a two component, HFC-245b blown, low-density system designed for commercial and residential Insulation. ouraseal is a closed-cell polyurethane foam that yields the highest Rrvalue. Dureseal Inhibits the flow of molsoae and moisture vapor. This SPF adds to the life of a building and contributes to a healthier environment by controlling problems associated with moisture accumulation within the building, such as wall condensation structural damage from condensation and mold and mildew development Duraseal expands during application to substantially Oil craft voids, crevices and building cavities and provides an Insulative barrier. Unique Properties uCSCx W component is a polymeric Isocyanate contalning reactive lsocyanate groups The -W component is a combination of polytds, catalytic agents and HFC-245fa blowing agent. The HFC-2451a, third generation blowing agent offers zero ozone-depletion technology to help protect the environment Recommended Uses • Commercial insulation • Residential Insulation ' . Properties - Tf%4Method Value J in %seDeaay. AWMD611112 I 19ms/ft3 j Canlpasd? ? AsiMo-lazl jii j 1 PmaedtoWSC n 15.20 Pd 1 Parperdlorisrtoltlse J? T 9ksu a `? mispd J m eg t PanikltoRhC AS1MD-IGB 15.20pd I SFxeSaehiph: ?I! I ASTMC-273 30pdt10 r AtA1WWC ASMD-1623 fteitoTesaa WaterAbsorplon: AS7MD•Ws2 08446096hMn .? dosedcdconlem ASTMD-256 >M i DYrbrabrdsest0ty. ASTMD1125 - 200WAN7SKMisr" %dwaunge Actual 1350% Kiacta: ASTMOM602 LL}6 1 Wuakar ASIMGStae¢ 670 Panrearom ASM&M 880201dras SoundAb Wptinh- Noha.RedrCtlonCadtlerrc ASTMC4= 02 SaadTrawnF?arhQas ASrM EyDi0,6N3 43 Environmental Consideration and Substrate Temperatures Cognizance of anticipated climatic conditions prior to application of the mixed components Is essential In the formation and resultant efficiency of the polyurethane foam Insulation. Ambient air and substrate temperatures, moisture, and wind velocity are all critical factors in selecting the appropriate reactivity formulation. Variations In ambient air and substrate temperature will influence the chemical reaction of the two components, directly affecting the expansion rate, amount of rise yield, adhesion and the resultant physical properties of the foam insulation To obtain optimum resuhs, polyurethane foam systems should be spris"pplled to substrates when ambient air and surface temperatures fall within a range of sw to 12orF. All substrates to be sprayed must be dry at the time of application. Moisture In the form of rain fog, frost, dew, or high humidity (>85% R.HJ will react chemically with the mixed components, adversely affecting the polyurethane roam formation, dimensional stability and physical properties of the finished product Wind velocities In excess of 12 miles per hour may result in excessive loss of exotherm and interfere with the mixing efficiency of the spray gun affecting foam surface texture, cure, physical properties and will cause ovesprey. Precautions must betaken to prevent damage to adjacent areas from fugitive oversprey. Physical Characteristics Re-hea6erTamperaWrre: 9'115.12(rF W130-1401F HoseTenperattae 175E "A' and V Press ms; 1000.1200ps1 MIKANdo Parts 1W1byvakah*WtDW V40Ay077OR 500-7110tpsWComponarit core Densly 1 cupoew. 1b•1.7 Product ReacdAyand SelettionTable Processing Des3gev0on WMte Regular surraramperuwa 45.70-F 7044 Cheam,nme.sec. 1-2 2-3 GeiTime,sec 46 5-7 Tads FamTane sec hS8 79 cumTtme,hr. 4 4 .85?.OS in[ v"ruq my' w»v Mpmdlnp en hrWa M••bn•m>, pia pmem awrne" r,a "mlmnmxror 0"n4laon? JUN-2?1-2006,07:34R FROM:CENTRRL INSULATION I M ASTM onssf Class 11 0112111 Medw Undewnttar E-"77A raharvewle, TumW U1.723,Surlow Test gaming Aare Spread smoke pesdppA Processing Equipment The sprayequpmeht used to appy the liquid crnpore5her shall be of rho hestadakhat; typempable of supplying each comprentwfih x29kof the mtdng raft by volume (50 parts Aw SOP" B BAD and mdntWrdng a hemperawre of the mixed components at the spray gar of 1XPF-135-6 Opilmummrparerhtsprayirg pressures and temperatures wills yasa function ofthe type ofeci lpnwm utllked mouniol system bred ambient and substrateeondl11on5 and to specific application. Thorough,b rrolve mixing ofdhemnponcros a the spraylpm,elterby nleclm scat hydrehlk oralraeUmhesent tDpmdudngameptm*foamqua9ty. Idealmaterial drum temperatures for spreyingshould mrgefiom 6K toOPF. In c*W weather, 21 transfer pumpsam nxnmmendeddw to the ef6etts allower temperahmonikfWd OMVW MWaoslt *nWngthesuppyofmntedal todhe proportioning unit Caton UCSC LedredhMmt service Personnel frspedk reaommendadono pricing, andavdlabllhy of spray andoudfery equipment CAUTIM Bgtrenmamr6 must betaken wtmn nernrdng and ndnsatag dmm tertdw pulps w m NOTw reverse the WwdV Components. Thermal Barrier The useofppyuretlane or polyisoganumtefaom In InoeW appligatlaeor wall, rcelirgsmay present an uraeasonable flat land unions the foam Is protected by an appramditrevedstim 15-mhkwne thermal border. A thermal bameis a maladat applied terpoyurethare foam, designed to slow t the temperature rise ofthebam during a Ibesituation and to delay the foams invoNerrient in a fire. A budding opendefkltloh plan appRivedtlhamal banka is one which, bequal M fire regsterlm w 127 mm (1R 1ndi)gypsum board. Such Cenral barriers Until the temperature rho ofthe underlyhhg pryrxetlhanefoam to not more than 121`C(250'F1aRe1S mhmesofArewppmnremmpyingwhhthesmndad ebhwtemperedae craveoEASTM E119 frost Metledsfr fTroTeaer of BWdlrg Constmctpm Materlift Thermal barriers meelug this criterion aeterined a'15 mi utemorimal banMPr dassakdas hrAngan Trhdexm 15' General Safety, Toxicity and Health Data Material Safety Data Shlxeer are avall"pn this polivetlere loan maeML Any WKRMral who noycrne In comect with them products shrdd read and understand the MSDS. tta WbVard5afaty Respiratrypmtectlonh is MANDATORn Caton UC5C Uri bra copy of the Model Respkaory Prda46pn program developed by API r vlsk their webideatwwwpoyumthmeting. Fortune vier larowrhreplratoryd shhwldavold exposure wthe Kmmponehs The KwmponeM amvneaMkrrganamhmalacwMh blowingagems. Bair mealals must behandied amt used wth adequate venaaton. Thnvapos meat not exeed theTLIU(001 parts per mlgirh) forl"nates Avoid breathing vap0rs1Maara N109tapprovedMW,.Dw Ifinhalationmvaprsoccur, renot2vkdm from crhbrndnated arm and admfnbtacetygen if bnea hang htillha c 01I1aflyaclanimmedigey. Avtldppwatlwahddn,,yer UCSC Is a proud member of- °a my too IM abea ..... CR,wC f SPFAga Q ,, F , mud g e ru,i 19524424118 TO:16516755694 P.3 Creidendalutertif ca lone ..: This product is m9able in Class I flammability criteria, as sat forth under UndewdtM UMormories (UL 725, ASfM E-64), and potent, the lammabilty Characterista below: <25 <75 Mon<sead <450 4450 Mounted andddhbxy open oahtainesmrdulytagowMnparypreaureto be relraved ebwdy and sefaA= whaadnenlulsafetygaggMS and nhbherginws whenhalndgrgrwaldrgwMtlhesemaer4k Inasedeyeardt0c6 Immdlafny Huth ivldh large am wrM tl water for a ksu Ishtar nwrrres calapivAdarL tnC af*mcmtmtwatlamwkhsoapan "w.. Wash dothes before reuse Fire himard Flies bwoMng eithertfthes s components maybe nxtlmgulshed with carbon d oodde,drydlemka4rlnertgas. Apphordonoflargequantltesofeater spray is necommrhdad ferspll Poe. Personrhal RJNngtM lee rmrt be equlppedwitr MM approved selFmnhtaled breall ft r ppamtua Chiming olSpills orlmkage Corer the area with an inertahsrbeirrt material such as day rvamlwlne a dtransfrnometalwastecotainom Satreatewhhwaoerbetdonotsmh thetamafrhrweh the ltocyfnates andwatrmbhhet. 7heaaashouldthen be fhdxd with large amounts ofwatec in the etweudthel'mmparenU pea S%aquemsammonta,lndmnaseoft eWc mponmd Disproof these materials inq plhonoe with federal, staeard local regulations Caution kocyanatomdrez*vAthw wmAgowAamrbah doodde. containers Disclaimer T1redata pmsw d hardn b not bKnrded for use by raaproRaubnal applica m rtlwse persons whit do not ptinc hose rudgxe this product in the normal cam of theirbusbeSS The pptemlal user mild pwbm any partlnem taus In corder to determine the Wadrlct4 pedrmanceand sulm611kyInthelnow dapp&admi. dnoefine determination of fluiess of theproduct fray pvdvdaruse Is the raponsibir yoftinbuyer AD guarantees and wamin as to producer supplied by tx3C tad shall have onythm guarantees and wanantlese>apmed bythe manudkWw.. The buyers sole remedyastoay menial claims will be ageing the manlacmaerofthe ModuaTheaforementioned data on this product Is to be used as a Burde and is stMect to drangewM W norm The Infrmation herein h bekwd to be reliabl4txrt unknown rkls may, be petard NOWAMA 4M DPRESSFDOR WA 101011DING PATBlTUNIN NM ORMFIFLANTIF.S OF MEHC111A14MOLM OR HTNESS FOR USE AREAMDE BY tK:SC Led. WIfH REM7M PRODUCf5 OR 110011IMTION SET F=H HMEM Nothing contained herein shag mnulhdea permission or recommendation to Pinion any hwentlm crowed by a patemwMholnt a Doenuefrom trmrhvrerofthe patent. Amodingio, buyerasswnes all Oslow atsoaverosto the use of thatemaaeials ad dyer's aRWsheremedyaswayWench ofuaram it negligerxe or almrdalm shag be pnhed wells pnrchasepnke ofthe materials failure to advere to any reconevoi ded procedures shag relieve UC5C Ltd and the mania tures of all IWAIty with respect to the materials andtetrusetthereot UCSG P.O. Box 6460 Phxnlx, AZ 85005 Call BOO-BUY-UCSC 4"W,20"272) tolt4f" 602-269A717 direct 602-069.9115 fax rnfoebuyuc om amoll www.buyueat m 0 ]ORS 1Y.SC. AN 00etf n,wwa. SUN-29-2006.07:35A FROM:CENTRAL INSULATION 19524424118 TO:16516755694 .. ASTM ES"3 SURFACE BURNING CHARACTERISTICS Repott No.' 13862 • 121243 s 1.712.0 Spayed FCM P&=IB Sepmmbar 23. 2004 Prepared for, UCSC Lsd Co. 3010 W. Linmin Srr. ` P6aec4h4 AZ 85(109 P.4 Td Wd10:90 900E bZ 'U?r 6980 T£6 ET9 : 'ON 3NOHd 831'1dansmouk:nnSNI : WONT JUN-29-2096,07:358 FROM:CENTRRL INSULRTION 19524424118 •R:epaw L7a R"n No. 15863. t21293 - UCs`C Lad Co. Test Specimen, SFCI 1.7/2-0 Spayed Foam Fanela Teen Standard: ASTM EW3 cet Dan. September 21, 2004 Teat Sponsor: Tim itd. Co. ' Teg Fits: FLAME SPREAD INDEX - 23 SMOKE DEVEI,CFED."WDEX - 300 TO:16516755694 P.5 Pai{c 2 of a 9epa=lL 23, 2CD4 rni spar sad t6 inf mmaa a,rauinol hmm 6 !e, d w m6ow un of dr c4 m ennud helm Omga Pater Labaaaaortar ITV- SwAorim dr direr Ito womdraa thi repot W4 if vgmdvw to id ftth 'q.__,.L71W A"a4pie* of AV ft" pfvrx6m as WOU wdw vwc,vAtlow and rnabe obaainaL =wfiW lade ae true sad atoarm ?,tW n du hi w of sound agtk m ft Paasela. ywMn6 appis vim.__.y *? dw IPWIMa I1t? weak {n sw -4-w WSW. Ca ills) IOL ?r?r/COj C6 ? ff AV apOC{1am Pam 96 lar" a ad,er pwdurrm Im eer y the pwfemwew Nun %W to axk"%wba aadt G&W Wftliab.ng to vwmtm idbnrywaam is 67 9^njdad b7 aha damn and Oatept unr leb=twrrl, I= amrpn tw mpae wt y for ®o taacatmtcift dowe, <>nw plait did sat rdrrt the rpximea acrd has rat -4a dte who-idan, mamoca urtu et*6 pme or gad iro ausom ce pesaedara. Tkb rom does eve ia* r Pt-a? 9f she Pad 67 0-no Faha Tabora oft hr- An me. of the pmga Pater Labatrt4orias name, WU abb akut t ACN4or ww lam mar4, ornmbnl therafoq foradrartoirymaurW mat 6 4pmwd inwda'nW in 44a by Ora Pairs La6mmice, Im The diet mat haw,vMW kao and be aedwe pmaldpa ft in e La ft &lb&&P4 Unim p v m. Pmdw2a wmu bear labeb wkh the Orams Point Laoomm Gym Mack m de[ =dV= aea*== b7 Cmep ftod Labmatmal, lee. into dm Limas prag m. ' . Exit G. H fiote g= 23. ZD4 E84 Optrator Reviewed oind approved, l,?r_ 23. 2OD4 - CGailllam E Fitch PE No. 55295 .6aptn vuaF` ad WdS0:90 900z 4Z 'uer 69M t£6 zt9 : 'ON 3NWd S3I-WdnSN0IIi I : WMU JUN-29-200& 07:35A FROM:CENTRAL INSULATION 19524424118 TO:16516755694 ASTM E84 DATASHEETS Client. uCSC Date: 9111104. 11M V .10.25 AM feet Numbw. '2 Project Number., 18H82.121263. , Opera m. C-WAP SPsdman'G5.' WC t 1.721 SPRAYE7-FOAM PANELS, WC i, 1.7= 6PRAVFD URETMNE FOAM PANELS, d' THICK LOT NUMBER 4%-0933,' THE 8P1=GGNEN V%".9VPPORTEO"tf RODS AND WIRE. TEST RESULTS FLAMESPPEAD INDF,X7 25 stwoH? ns1?oPSO 1nlap(: ' ?' ? 300 SPECIMEN DATA... . Time to to idlon (aso):.. 3 TkM to Max FS (!e0): a MaxlmYat FS ({1151):. ;112' Time to M AF (sec). 'maw Raadrod Meer Tsmpealt m (7), m , Time to M7or Tamparaim (118c). An ' Teal FUM Bunmd (eubie fire!):. '5311. WTI= Am ({Crain): ti0.9 Smoke Area (16A^rein): 31171 Fuai Area CP n*%j 49001 Fuel CokAbtrbrd Value: 0 Urumnded F.SI: 2?2 CALIBRATION DATA... Tkue to i0nnm of iaa Red Dale (sea)t . m Red Oak Bmoka Aram (%A""m(n): 100D. Red Oak Fuet Ara ('Pm(N: a1W Glans Fiber 9omd Fuel Area ('0M+i:1): 1110 P.6 Ed WdZ0:90 900E 4Z 'u"(" 69BO T26 ZT9 : 'ON 3NOWd S3I-1dd-SN0I1UT1SNI : WONd JUN-2.9-2006 07:35A FROM:CENTRAL INSULATION 19524424118 TO:16516755694 P.7 01/25/2086 83:44 9529318869 INSULATION SUPPLIES PAGE 82/82 ,OW-29-EaM 12{59 Frcm= "'.•••` --? ?_ 44W 1"der 1AW tnlmrl TGwa.Ow44w *Iww lim t> w Fur Rw 8wasofts X11 Tmmm"" arc. T"t Summary tmc Ltd. FN ID: MOMS Dais: . Ooto0or7. 2= owsew*we 11.5.5.0 Tas4" end is mood= Thesmaf PAwd nae Core Devi ty Term" Strength o t3tmmay Surboe Burning Charaal fW* ownpfn"emmw em" Fungus Test Air Infamma n end Absorption Sound Trenranfiwlon Oxygen Indax low A$T141 616 An rapaded Ono NIA ASTM D 1822 1.3.9.06tl1ts Pon Ag M D 1023 15 b6t. RM Pass ASTM D 2126 159k flex Pass A87M E S4 475 FM ?04W SDI pan ASTM D 1021 15 6P. n9m Aais 0.94% ASTM E 283 m~ 0 AM C 423 "M) AS M G so 43 (We) AMM 0 2858 25 088 perms / AMU E96Ot1 228 pami4n. . malk e +deM - Teedmology *v , Approved 8y- DOME W. Dunn, Labo"AWY Miansoor ;FROhI? ?Z (MON)MAY 8 2000 9:48/ST. 9:41/No.6860259925 P 3 z SKYI,4e PK t nae I N]e 7pe Urtl l_ 2 11mw2?II AOWN1 F MOOR li f' ev: NC'F _ I. Job Rlerm(nrWOll TieY Mgr41rw4. FO cG ,W1. 51100 ,:a1OOe 1 e1r?b1,ea4Ne. Fe WYOG 1YOOa0200e Ye4e1. NVA OBO HF-24900 X60 ?-6-1hr acei • 1;106 REPAIR: STUB &1" FROM RIGM 510E ADD DOUBLE 4X2 BLOO(ING AS SHOWN .?" 4," SECTION TO BE REMOVED Ie10 - 541= 35e 1P= 354 = I .--?- 1 2 1 4 5 8 7 B 9 10 ------------ IS 15 14 13 12 ]A= 410= 54= 1s12M iwm= \\ f Z r rr Sr0 / ATTACH 374" PLYWOOD OR OSBGUSSET APA RATED SHEATHING E(P 1) / EACH SIDE DFTRU4S WITH ITH CONSTRUCTION QUALITY ADHESIVE AND ONE ONE PLED CAN BET LOF TK AI TO SINGLE ROW OF OF tOd (J" %.131'J NA0.8 SPACED 4" O.C. FROM EACH FACE FACE PLY HANGER A TOTALOF (1 (18) NAILS ARE REWIRED IN THE DOUBLE BLOCMHQ,, DISTRIBUTE NAILS UNIFORMLY BETV.EEN BOTH SLOO(S AND BOTH SIDES. 1412 4.104 LOADBNt (os) kIPAOBaO zaa CM Oa& in (loc) YdMI ud PLATES aBr TCLL 400 Plain mcraaee 1.00 TC 0.49 VrgLL) -0.3014.15 >755 360 MT20 197/144 TCOL 10.0 LUMOer plcreaee 1.00 ? BC 0.493 VerNrQ -0.4214-15 >539 240 I MTIsH 197HM BCLL 0.0 Rep Borges Ora TES WB 0.65 Ho14(TL) 0.06 11 Na Na SCOL 5-0 Code IBC2000IA43195 (Ma m) -.- Vkight 100 lb - Lu mOI BRACING TOP CHORD 4 X 2 SPF NO,2 TOP CHORD Sheathed or 6.04 0c pwine, except end ver?ralG. IPl BOT CHORD 4 X 2 SPF 2100E 1,8E SOT CHORD Reid cebw dimcOY OPPaed or 10-&0 -b(acing. AES$ 4 %2 SPF am -excepr PSWMN8 (lbisme) 16~103203$11=106,0-3A FORCOO (E)-Mmun=Compr96ewWMaximum Tension TOP CHORD 16-17=10310, 1-17=10370. 1,2=10, 23e-24987.0, 34.-28870, 4.9.45750, 56=--35750.67=aVSQ. 7-8=-217010. 8.9=217b0 9-10=0V42 BOT CHORD 1616-W1737,14.15-OfM73,1314=Mil1, 12-13=1111,11.12=657 WEBS 2-1&-19550.2-15=OH305,316=24W, 41fi•=68SD, 4-144=/115,6-14-.25410,7.14-0~528,7.12-IOS .6-12=25M, LY12.Od1717, 624 -T70.11-28-30X). 1024=Of6,1N11=N7&0 NOTES 1) AN PIOUS are MT20 PIOUS urdesa omem"s Indicated. 2) AP PIOUS We 1.54 V M WIID3e 0MOV 100 ifldloa" 3) WA 4) WA 5) Reornmend 24 NroMbecks, on adga. apaoed M10.00 CC erld Mstenad to each oru%Mm 3160 (ref. Saongbacxa 1o be am 0ed i to WelMO mel?OWllrMa Or rBbIIalned Dy Omer mare. LOAD CABs) SWWOd W4. MN rI/G/M'er.raM WI?.1DlA?OMf®IND?QJOmIarR/?C[f /aatl@N1alpOl llli I Homtvf esrdty 1ko mis plan pd I dullon, r mpa" was pwpsed by ms ar ado mY dlred s9pslvibn rr wa I M a d* Lkmwd P- Immutwl Engiwr wow 6w kwe afar Seal e1 mkwasom. DATE REO.N0. e?171 Mb eb"T O ?X?Yrx'tM$:MY,tin'+kk';?;YnYFM#?#16M:S:?`;?kXtY,tYf'livd>KYo?MikY„A<}xk<MXtA: C1:1'Y OF EACZAN C .31HI .P.' 1 JS 1'fi:RMTNA1 NO: 760 DATEn OE?/i?4/99 TIME: 0045:40 TS)a dAPF: SUSSEL. CORPORATION 3210 .9001 22GE5 SKYLINE DR 111.25 205 9001 2825 SKYLINE DR 2.50 n e c Total Receipt Amount,,., 03.0 CR i.llii 8 3' i USER :I:Dt JAN ?::k?k`.?>k%};?K:t?iKYFX:%k>ltYr>kYF7klki}::kiK?k.k?k>n>k K?.M%k ?ybkYFS}>k%th`;4F 1 1999 BUILDING PERMIT APPLICATION (RESIDENTIAL) CITY OF EAGAN ? 75_ 3830 PILOT KNOB RD - 55122 f 651-681-4675 C J New Construction Reaulrements Remodel/Repair ReautremeMs > 3 registered site surveys showing sq. R. of lot, sq. ff. of house and all roofed areas (20% maximum lot coverage allowed) D 2 copies of plans (show beam b window sizes; poured Ind. design; etc.) D 1 set of energy calculations D 3 copies of tree preservation plan 0 lot planed after 7/1/93 DATE: D -12' DESCRIPTION OF WORK: STREET ADDRESS: < LOT: v" BLOCK:6' SUBD./P.I.D. #: PROPERTY OWNER Name: [i(/ 'P-b LY W d ?S Phone #: Last First / Sheet City Company: L??S ( ??1-? Phone #: LOD / / - 7 (area coded/) CONTRACTOR Street Address: 0 A4 D y Q License # ?? ?- City State: -?? Zip: ARCHITECT/ ENGINEER Name: Street Address: \ =2 4 1 Registration #: City Sewer 5 water licensed plumber (required for new construction only): Penalty applies when address change and lot change Is requested once permit is Issued. Zip: I hereby acknowledge that I have read this application, state that the Information is correct, and agree to comply with all appRcabl $ate of Minnesota Statutes and City of Eagan Ordinances. /nom D Signature of Applicant: A OFFICE USE ONLY U r ?` f I, I I L_ Certificates of Survey Received Yes No ;I r AUG_ iu l Tree Preservation Plan Received Yes No Not Required l1i •1 2 copies of plan 1 set of energy calculations for heated additions 1 site survey for exterior additions a decks Z CONSTRUCTION COST: 7 5? OFFICE USE ONLY BUILDING PERMIT TYPE ? 01 Foundation ? 06 4-plex ? 11 10-plex ? 16 Fireplace ? 21 Porch (3-sea.) *'02 SF Dwelling ? 07 5-plex ? 12 12-plex le 17 Garage ? 22 Porch/Addn. (4-sea. ? 03 1 of _ plex ? 08 6-plex ? 13 16-plex ? 18 Deck ? 23 Porch (screened) ? 04 2-plex ? 09 7-plex ? 14 Apartments ? 19 Lower Level ? 24 Storm Damage ? 05 3-plex ? 10 8-plex ? 15 Lodging ? 20 Pool ? 25 Miscellaneous WORK TYPE 31 New ? 35 Tenant Impr ? 39 Gas Line Only ? 43 Siding/Soffits/Fascia 32 Addition ? 36 Move Bldg. ? 40 Gas Insert ? 44 Windows/Doors ? 33 Alteration ? 37 Demolish Bldg.* ? 41 Wood Stove ? 45 Fire Repair ? 34 Repair ? 38 Demolish (Interior) ? 42 Reroof * Give PCA handout to applicant for demolition permit GENERAL INFORMATI N Const. (Actual) - (Allowable) UBC Occupancy Zoning # of Stories 1 Length Width Lfe APPROVALS Census Code ?. T SAC Code O? No. of Units No. of Bldgs A_ MC/ES System City Water Booster Pump PRV Fire Sprinklered Basement sq. ft. Main level sq. ft. sq. ft. sq. ft. sq. ft. sq. ft. Footprint sq. ft. Planning Building Engineering Variance Permit Fee Valuation: $ GJd Surcharge g E) y Plan Review 16 x 2.6) -- 320 -,0 f4 -z YSU License MC/ES SAC City SAC Water Conn. Water Meter Acct. Deposit S/W Permit S/W Surcharge Treatment PI. Park Ded. Trails Ded. Other Copies Total: SAC Units % SAC i S STATE OF MINNESOTA COUNTY OF DAKOTA Richard McGrew Petitioner, DISTRICT COURT FIRST JUDICIAL DISTRICT Court File No. 19-C3-91-7934 VS. CITY OF EAGAN, Dakota County, Minnesota, a municipal corporation, Respondent. STIPULATION AND ORDER WHEREAS, Richard McGrew ("Petitioner") is the owner of a parcel of land in the City of Eagan with the Property Identification No. of 10-00400-020-56 )("Subject Property"); and WHEREAS, on July 2, 1991, Respondent City of Eagan ("City") assessed the Subject Property a total sum of $7,451.06 for street per area and also front foot as part of Public Improvement Project No. 543R; and WHEREAS, Petitioner brought an'action in District Court appealing the sum of the assessments for Project 543R, known as Richard McGrew v. City of Eagan; Court File No. 19-C3-91-7934; and WHEREAS, this matter was set for court trial on June 17, 1992 before The Honorable Judge Gerald W. Kalina; and WHEREAS, the parties have resolved all dispute over the assessment against the Subject Property. NOW, THEREFORE, the parties do hereby agree as follows: 1. The assessments levied against the Subject Property for Project 543R shall be reassessed in the sum of $3,200.00 all for street per front foot. 2. The parties waive any rights to request costs in the above-captioned action. 3. The City shall direct the Dakota County Treasurer to recompute Petitioner's real estate tax statement using the reassessment figure of $3,200.00 for assessments related to Project 543R. 4. The Petitioner waives Notice of Hearing and Hearing on the reassessment of the Subject Property. 5. Upon the execution of the Stipulation, the Petitioner shall cause this action, Court File No. 19-C3-91-7934 to be dismissed with prejudice. Dated: '{ '0 1 , 1! Dated: 0 , 1992 Dated: F - zo? - 9 Z• , 1992 By: k7. VanOverbeke Its: ty Clerk Richard McGrew STATE OF MINNESOTA ) ) ss. COUNTY OF DAKOTA ) On this L - day of Public within and for said and E. J. VanOVERBEKE t 1992, before me a Notary Co y, personally appeared THOMAS A. EGAN o m personally known, who being each by me duly sworn, each did say that they are respectively the Mayor and Clerk of the City of Eagan, the municipality named in the foregoing instrument, and that the seal affixed on behalf of said municipality by authority of its City Council and said Mayor and Clerk acknowledged said instrument to be the free act and deed of said municipality. f.. •.rsro.. ... ,. - E::7 f.` a t:l3 (.', /71x, , tJ STATE OF M,INNFSOT-X ) ) ss. COUNTY OF 6.'•c t , •j,+s,3a,: On this 1L• day of /1uC us; , 1992, before me a Notary Public within and for said County, personally appeared Richard McGrew to me personally known to be the person described in and who executed the foregoing instrument and acknowledged that he executed the same as his free act and deed. @xpi[cs Jsnuary 31.1996 N&fary Public APPROVED AS TO FORM: ? 1'?"Lmu' - Dep men of Finance Dated: ? • I -s 42 APPROVED AS TO CONTENT: ORDER FOR JUDGMENT Based upon the foregoing Stipulation entered into by and between the City of Eagan and Richard McGrew; IT IS THEREFORE THE ORDER OF THE COURT THAT JUDGMENT BE ENTERED FORTHWITH. BY THE COURT: Dated: , 1992 JUDGE OF DISTRICT COURT I certify that the above constitutes a judgment of the court. JUDGMENT ENTERED AND FILED THIS DAY OF (SEAL) BY THE COURT ROGER W. SAMES DISTRICT COURT ADMINISTRATOR Deputy , 1992. RECEIVED J U L 2 9 im XWORAMDOM TO: Tom Colbert, Director of Public Works FROM: Annette M. Margarit DATE: July 28, 1992 RE: McGrew Assessment Appeal Our File No. 206-9794 ?o?ooaao ?-? The McGrew assessment has been resolved pursuant to direction of the City council authorizing reduction of the assessment to $4,000.00. In response to a $3,200.00 counteroffer from McGrew, we were directed by Tom Kedges to accept the counteroffer. There will be no trial on August 5, 1992. AMM/wkt STREET FRONT FOOT SA NAME ST543F SAS 2197 YEARS 1s 1MT RATE .085 WS 1ST YR 1NT 17 YEAR 1991 NEC PROPERTY wo IDEN10 CL 1 10•D0400.011.77SF 2 L -'7:00-012.77SF 3 lo-0040D-020-56SF A 10.OD400-020.75SF 5 1O-D0400.030.755F 6 10-32880-094-DOSF 7 10.58500-010-00SF 11 10.58500.020-OOSF 9 10.58500-030.OOSF 10 10-58500-040.00SF 11 10.58500.050-OOSF 12 10.585D1.O10.OOSF (1) 13 10-58501-020.ODMF 14 10.58501.030.DDSF 15 10.58501.040.ODSF 16 10-58501-050.ODSf 17 10.58501-060.ODSF 10-58800.01D•O1SF 10-5SBD0-010.02SF -3•SWO.010•03SF ?JO-55800.020.0ISF 22 10•SWO.020.02SF 23 10-58800.020.03SF 21. 10-58800-030.01SF 25 10-SWO-030.02SF 26 10.58800-030.03SF 27 10.58800-040.01SF m 10•S88DD•040.02SF 19 10-SWOO-040-03SF 30 10.58800.050-DISF 31 JO.58BOD-06O.015F ASSESSMENT COST BREAKDOWN PROJ NAME SIBLEY HILLS DR AND SKYLINE RD PROJ NUM PSLU SA NAME ST543F con 191.709.81 CROSS UNITS 5,0 .00 CORNER LOT, 0.00 SUBTOTAL S,D85.00 COMPUTED RA 38.88 15 THE Ram COMPUTED RATE APPROPRIATE FOR ALL Y SF 14F C1 NC GROSS UNITS 405 BS 240 0 800 0 0 0 0 0 0 0 0 D 0 0 384.1 379.88 379.88 379.88 379.88 379.88 379.88 379.88 379.88 379.88 379.88 379.88 379.88 379.88 379.88 CREDITS 0 0 .75 0 0 D 0 0 0 0 0 0 0 0 D 0 -75 O 0 0 0 0 0 0 0 D D D 0 0 0 SUBTOTAL FA 405 1 85 1 165 1 01 800 1 O1 01 01 0 1 0 1 0 1 01 O1 0 1 0 1 01 309.1 1 379.88 1 379.88 1 379.88 1 379.68 1 379.68 1 379.88 1 379.88 1 379.88 1 379.68 1 379.88 1 MINE 1 379.86 1 379.58 1 379.88 1 38.880 /FF 38.880 /FF 38.880 /FF 8,032.690 /LS MET LIMITS PRO-RATA ASS'BLE SMARE 405 1 as 1 165 1 01 800 1 01 01 01 01 01 01 01 01 01 01 01 309.1 1 379.88 26 379.88 26 379.88 26 379.88 26 379.88 26 379.88 26 379.88 26 379.68 26 379.026 379.88 26 TN.68 26 379.88 26 379.88 26 379.88 26 KS OF PROPERTY ASSESSMENT RATE AMOUNT sssstssaessassisesaasss 38.880 15746.40 38.880 3304.80 38.860 6415.20 38.880 0.00 38.880 31104.00 38,880 0.00 38,880 0.00 38.880 0.00 38.880 0.00 38,880 0.00 38.880 0.00 38.880 0.00 38.880 0.00 36,880 0.00 38.8BO 0.00 38.680 0.00 38.880 12017.81 38.880 568.07 38.880 568.07 38.680 568.07 311.880 568.07 311.860 568.07 38.1160 568.07 38.660 568.07 35.880 568.07 38.850 568.07 36.880 568.07 36.1180 566.07 36.680 566.07 38,680 568.07 36.880 568.07 a (1) Prepaid by special agreement 1/16190 STREET-AREA BASIS SA MAKE STS43A SAM 2196 YEARS IS IVY RATE .085 JOS 1ST YR INT 17 YEAR 1991 REC PRDPERTI FMMBR IDENTR CL 1 10-00400.011.77SF 2 1C-^5400.012-77SF 3 JIB-L..00-020.56SF 4 10.00400.020.75Sf S 10.00400.030.75SF 6 10-32880.094.OCSF 7 10.58500.010-o05F 8 10.53500.020.OOSF 9 10-58500.030.00SF 10 10-S8500.040.OOSF 11 10-58500-050.00SF 12 10-S8501.010.OOSF i ) 13 10-58501.020-OOMF I4 10.58501.030-DOSF 1S 10.58501-040-DOSF 16 10-58501.050.OOSF 'T lo-SB501.OW-OOSF 10-58800.010-O1SF .-S8800.010.025F -,8B00.01D-03SF .58800.020-015F 22 10.588D0.020.02SF 23 10.58800.020-03Sf 24 10-SWO.030-OlSF 25 10.58800.030.0257 26 10-SWO.030.03SF V 10-SWOO-040.CISF 28 10-SWOO-040.02SF 29 10.58800-040.03SF 30 10-58800.050-OISF 31 10.58800.060.0157 ASSESSMENT COST BREAKDOWN PROJ NAME SIBLEY NILLS OR AND SKYLINE ROAD PROJ MUM P543R SA IAW1E 51543^ COST -1 197,709.81 cam WITS2,576,786.00 CORNER LOT, 6.00 SUBTOTAL 2,576,786.00 COMPUTED RA 0.07673 IS THE ABOVE COMPUTED RATE APPROPRIATE FOR A. Y LASSES 'F Ra'ERTY SF IMF CI WC GROSS WITS 479284 43691 13500 76230 104000 108900 344456 344456 344456 344456 344456 344456 1 344456 344456 344456 344456 4%923 496923 4%923 4%923 4%923 4%923 496923 4%923 4%923 4%923 496923 4%923 4%923 4%923 CREDITS 68389 0 0 0 0 0 0 0 0 D 0 0 D 0 0 0 0 139521 139521 139521 139521 139521 139521 139521 139521 139521 139521 139521 13115,21 139521 SUBTOTAL FA 410895 .8 43691 1 13500 1 76230 1 104000 1 108900 1 344456 1 344456 1 344456 1 3444S6 1 344456 1 344456 1 11 344456 1 344456 1 344456 1 344456 1 357402 1 357402 1 357402 1 3S7402 1 357402 1 357402 1 357402 1 357402 1 357402 1 357402 1 357402 1 357402 1 357402 1 357402 1 0.07673 /S.F. 1,775.000 /L.S. 0.07673 /S.F. 3,306.850 A.S. MET WITS PRO-RATA ASSIBLE SHARE 370384 1 43691 1 13500 1 76230 1 1040DO 1 108900 1 344456 11 344456 11 344456 11 344456 11 344456 11 344456 11 11 344456 11 344,456 11 344456 11 344456 11 357402 26 357402 26 357402 26 357402 26 357402 26 357402 26 357402 26 357402 26 357402 26 357402 26 31^92 26 357402 26 357402 26 357402 26 ASSESSMENT RATE AMOUNT usssea?? uuauuus 0.077 20419.56 0.077 3352.41 0.077 1035.86 0.077 5849.13 0.077 7979.92 0.077 8355.90 0.077 2402.74 0.077 2402.74 0.077 2402.74 0.077 2402.74 0.077 2402.74 0.077 2402.74 1,775.000 1775.00 0.077 2402.74 0.077 2402.74 0.077 2402.74 0.077 4402.74 0.077 1054.75 0.077 1054.75 0.077 1054.75 0.077 iOS4.75 0.077 1054.75 CAW 1054.73 0.077 1054.75 0.077 1054.75 0.077 1054.75 0.077 1054.75 0.077 tDS4.73 0.077 1054.75 0.077 1054.75 0.077 1054.75 (1) Prepaid by special agreement 1/16/90 L6 V4(? ON OF MINNESOTA DISTRICT COURT `v COUNTY OF DAKOTA FIRST JUDICIAL DISTRICT CASE TYPE: SPECIAL ASSESSMENT APPEAL Richard McGrew, VS. Petitioner, City of Eagan, a Municipal Corporation, Respondent. File No.: NOTICE OF APPEAL OF SPECIAL ASSESSMENT Assessment #:10-00400-020-56 TO: CLERK OF THE ABOVE-NAMED DISTRICT COURT; CITY OF EAGAN, ABOVE-NAMED RESPONDENT AND ITS ATTORNEYS, GRANNIS, GRANNIS, HAUGE, EIDE & KELLER, 1260 Yankee Doodle Road, Eagan, MN 55122: PLEASE TAKE NOTICE that the Petitioner/Appellant herein, Richard McGrew as owner of property located at: 605 C Withe Lane , hereby appeals to the above-named District Court from a special assessment in the amount of $7,451.06, as and for Project Number 1OP543R (Sibley Hills Drive/Skyline Road - Streets and Utilities). The nature of the Petitioner/Appellant's claim is and the grounds of this appeal are: 1) that there was no benefit to the assessed property as a result of Project 543R; 2) the special assessment exceeds the special benefits to the property and is therefore a taking of property without fair compensation in violation of the 14th Amendment; and 3) that said assessed property has been improperly, unfairly and unequally assessed, in violation of Minn. Stat. 429 and the 14th Amendment. WHEREFORE, Petitioner/Appellant prays for the judgment of this Court as follows: 1. That the Special Assessment Role be reviewed and corrected, and that the assessment of Petitioner's/Appellant's property be stricken from the Roll, or be reduced to a proper amount and properly equalized with the assessments of other real properties on the same Roll; 2. That this Court take evidence, or cause evidence to be taken, to enable Petitioner/Appellant to show the illegality, over-valuation, inequality, and error of the special assessment of the real property of Petitioner/Appellant; and 3. That the Court grant such other and further relief as may be just and as the nature of the case requires, together with the costs and disbursements of this proceeding. Dated: ;S$ 30/q -Y/ BIBUS AND LARSON LAW FIRM BY 1, ,+.,- Thomas W. Bibus (#8114) Attorney for Petitioner/ Appellant McGrew 5350 South Robert Trail Inver Grove Heights, MN 55077 612/457-2046 2 CT iU? 5 3 -r- -4, -a7 5•/ ?dL;s2l ?t s dw+Q rece 0• '? i• .- :- ? your oo74Le. rr D? S G? 2cY i v S ? ?. OTC; C . _o,_._ . Avof lr2S`p G ?+ cl / v tpPr S 0 -+? L L ,? .? 5 ?Y w g.-d 1 ;, S C7- dd Tess 4 ??? S / s Gc1 Y hs 0 7-r G' /? q(-4 S` 4 ?b bC`?QLf ?D c l/QrY U"'??? /tiSScss?,4e-?%, t / yv u Lus I A, 7r 6 J PPC'?? ? r e C 2 5 S c.v o s? y / 1 C •_,. C O? ;. : .C hz '"„ fHk.7n? 7`6 6h 2, ord AcOrQw r O cj 0 4p,- //rS6 Drc vet 0 c 7Z n.. a ?, . ! EGEND+ i1i3 AREA OF BENEFIT Guuull FRONT FOOTAGE BENEFIT I- PROPOSED WATERMAIN EXTENSIONS PRESSURE ZONE DELINEATION ?I - i EXISTING WATERMAIN + , . TO v • u?W ` ? 51 M S ??? e . wsw „?t, .? • o • . e • " P • ww k ? - ? was J e Is.PS • ? ? • ?w • t C • d?w N N • C Dole Comm. No. WATERMAIN 4 21 1L?nN SIBLEY HILLS DRIVE on»?.w?..a«..ro...... SKYLINE DRIVE w s• wr...... » .» .... »..sva . 1 8 1 , lil .w. 1 En ww w•w 5 .w SCALE 1' sn 500' _ La• o* solo STREET AND UTILITY IMPROVEMENT Figure No. FOR SIBLEY HILLS DRIVE AND SKYLINE ROAD - CITY PROJECT 4 NO. 543R 'I 1 10 d X/1" I -ff 1 ./ 1 It !! ! I // tJ , ? 10 r I 1 f.. ! "q zi, 11 f`j? { i ? 1? } i I 1 . I . r, ?l?: j y, ; ? tFt J II it 1?, IPAeaM- olio -5(. a a ?,• /0? } . i ! Ty! V ? ? r r ;! 1, i,r • L i /1 r ? r f 1 Ii• .r r i city of eagan approved: standard PUBLIC plate 0: WOMS DE PARTME v? "4,60'al , I,. ) /1 ?„ .,_ Z'a r -rte 'o z? ; s'o'ar ?!6` ,:• Iv ?r-sobo'? J I ?'•j??`Zl?,r"_ 1?.. ?.? ,• /' . I 1 1 / w oeo"o n` `4 I s I I I i Flu - J w '3<< ?' -moo - W do, "gal / 06 ??0?1 - -? Cam'! ( 0 _ S? i w' 1 .. Ile, r .. ' it A ??.... f{1'Jy.is?1; lop ?APreE? iDP?-sir City of Sagan approved: standard PUBLIC plate *: WORKS DEPARTMENT / V W? a 0 g PRA E ? S fqp? fs oo 020-SG ! NaISE -? DENOTES DRAM AGE :city of eagan HE& PUBLIC liff WORKS DEPARTME MOGREW SKYLINE PROJ ENO. 543R approved :'standard plate C I / SKYLINE DRIVE W# Dole: Comm. NO. STREET As or 4 21 1 '?. Me W., IMPROVEMENTS FOR SIBLEY ???- ••-•???•? DRIVE AND SKYLINE ROAD LEGEND: PROPERTY BOUNDARY r-„" ,I r AREA OF BENEFIT STREET IMP. IEET AND UTILITY IMPROVEMENI FOR SIBLEY HILLS DRIVE AND SKYLINE ROAD - CITY PROJECT No. 5 . ' ' ' . :.:.:.:.:.:.' . .... .::.:.:.:... . :. .:.:.:.:.:. :.:. :.:. :...:..... ... .....:...:. '.:. :.:.:.:.:.:.:. :. :.:.:...? :.:.:.:.:.:.:. ............... .:.......... . .........:.:.:. : :.:.:. :.:.:.:.:.:.:. :.:.:.:.:.:.:. :.:.:.:.:.:. :.:.:. ? ... . . ... : ::: ? ... ..... ........ ?:... .... ...... ....... .. ................. ......: :... ...... ......... :.. : gyp ... ....... ?. ......: :.:.:. ............... :. :.:.:.: ....... ..:.:.. :.:.:.:.:.:.. :.:.:.:.:.:.; . :.:.:.:.:.:.:. :.:.:.:. :.:.:.:.:.:.:. :.:.:.:.:.:.:. ? ? : : . . . : : . . . . : : : : : : . : .. . . . . . . . : ......... .............:. . ' :.:.:. :.:.:.:.:.:.:. : . :.:.:.:.: . . . . . . . . . . . . . . . . . . . . . . . .:'...... . . . . . . . . . ....... . . ...... ?. :... ............ : . ::::: .... :?::::::: .. .....:..:. ......... ....... :::.::: . ....... :. ....... ....... ........ ........ .. N / E0 GVL . i Q: i? . INN ' O °' ' ?EraCE LEAVE EXISTING i CURB & GUTTER 1NPLACE ? O W ? 1 J / i CURB / / L GUTTER r +Z V / b x •Be" 150' 66.55 a ® 25O R W M.H. 4-1 lz"/ 020-56 STA. 3+17 ?' / {6 014 / 14 N I i RIDGEHAVEN / w SOMMMW BITUMINOUS MAT AS SHOWN a 'OCR xes• ? I 1BENCH MARK 60, . 41 IIATC I T'R 7 C.S. 2 22 I W J U w U 25'R 25.0' -ii 15 1 SE MATCH BITUMII d CURB & GUT' 42' RT. MEMO TO: DEANNA KIVI, ASSESSMENT CLERK FROM: GERALD R. WOBSCHALL, CONSULTANT DATE: June 26, 1991 SUBJECT: FINAL ASSESSMENT ROLL, PROJECT 543R SIBLEY HILLS DRIVE AND SKYLINE ROAD The City Council at the conclusion of the public hearing on January 17; 1989, ordered Project 543R. A major revision was adopted by the Council on June 6, 1989. According to the feasibility report, the following improvements were to be constructed and/or assessed. The improvements are sanitary sewer lateral, water laterals, water and sanitary sewer services, storm sewer trunk and street and storm sewer improvements. Construction was completed under Contract 89-05. Final payment was made to the contractor in April, 1991. Overhead at the rate of 59.09% has been added to the construction cost to arrive at the project cost and/or the assessment rates that are determined in the report. The assessment hearing is scheduled for July 2, 1991. The following information was used in the preparation of the assessment roll. 1. PROJECT COST CONSTRUCTION 59.09% EASEMENT TOTAL IMPROVEMENT COST OVERHEAD COST COST anitary Sewer Lateral $ 68,697.01 $ 40,593.98 -0- $109,290.99 Water Lateral 36,687.97 21,679.41 -0- 58,367.38 Sanitary Sewer 6 Water Services 11,812.68 6,980.27 -0- 18,792.95 Streets with Storm Drainage 292,628.58 172,918.13 -0- 465,546.71 Trunk Storm Sewer 32.507.77 19.209.27 S 87.465.45 139.182.49 TOTAL 5442.334.01 5261.381.06 S 87.465.45 5791.180.52 II. ASSESSMENTS A. Trunk Assessments Water and storm sewer trunk assessments for utilities were proposed in the feasibility report. Storm sewer trunk assessments are proposed at $.056/sq. ft. in the assessment roll. The rate used was consistent with that quoted in the feasibility report. No water trunk assessments are proposed in the assessment roll because no water trunk expenditures were incurred as part of the improvements installed. B Lateral and Other Improvements Sanitary Sewer lateral The sanitary sewer improvements consisted of installation of sanitary sewer structures at a construction cost of $68,697.01. Overhead in the amount of $40,593.98 was added which results in an improvement cost of $109,290.99. The feasibility report called for this improvement to be financed by assessing the benefitted properties. The assessment rate was determined in the following manner: Improvement Cost + Assessable Frontage Assessment Bate $109,290.99 3,969.22 ff $ 27.53/ff 2. Water Lateral The water lateral improvements consisted of installation of 6" diameter water laterals at a construction cost of $36,687.97. Overhead in the amount of $21,679.41 was added which results in an improvement cost of $58,367.38. The feasibility report called for this improvement to be financed by assessment to the benefitted properties. The assessment rate was computed in the following manner: Improvement Cost + Assessable Frontage Assessment Bate $ 58,367.38 3,635.12 ff $ 16.06/ff 3. Sanitary Sewer and Water Services The sanitary sewer and water service improvements consisted of the installation of 4" sewer services and 1" copper water services at a construction cost of $11,812.68. Overhead in the amount of $6,980.27 was added which results in an improvement cost of $18,792.95. The feasibility report called for these improvements to be financed by assessment to the benefitted parcels. The assessment rate was computed in the following manner: Improvement Cost $ 14,369.52 Improvement Cost $ 4,423.43 + # of Services 19 + # of Services 19 Assessment Bate $756.29/ water service Assessment Bate $232.81/ sanitary sewer service The assessment rate for those parcels that have a pair of services installed was computed by adding the two rates together. The resulting rate is $989.10. 4 5 C Trunk Storm Sewer Improvement The trunk storm sewer improvements consist of construction of the outlet of Pond HP-1 at a cost of $32,507.77. Overhead in the amount of $19,209.27 and easement acquisition costs incurred to date of $87,465.45 were added which results in an improvement cost of $139,182.49. Included in the assessment roll is a net assessable area of 855,999 square feet assessed at $.056 per square foot. The assessment rate used is the rate quoted in the feasibility report. However, the assessable area was reduced by deleting the Post 1st & 2nd Additions, Parcels 011-77 & 012-77 of Section 4, and Lots 050, 051, 062 & 063 of Treffle Acres after a re-evaluation of the area served by the drainage improvements. Street and Storm Sewer Improvements Streets, street drainage and streetlight improvements were constructed at a cost of $292,628.58. Overhead in the amount of $172,918.13 was added which results in an improvement cost of $465,546.71. According to the amended feasibility report the City is to reduce the improvement cost by the amount of the reimbursement received from the State of Minnesota for the extension of Rustic Hills Drive. The reimbursement has been computed at $70,127.08. 'The amount to be assessed is, therefore, computed to be $395,419.63, i.e. ($465,546.71 less $70,127.08). According to the feasibility report these improvements are to be financed by assessment to the benefitted parcels in the following manner. Half of the assessable cost is to be assessed based an the assessable area served by the improvement and half of the assessable cost is to be assessed using a front foot rate for properties abutting the improvement. The assessment rates were computed in the following manner: % Improvement Cost $197,709.81 % Improvement Cost $197,709.81 Assessment Spread + Assessable Area 2,576,786 + Assessable Frontage 5,085 ff Assessment Rate .07673/sf Assessment Rate $ 38.88/ff The special assessments are spread to the abutting and adjacent parcels. The % street improvement cost assessed using the area method will be allocated equally to all lots within the plat based upon the ratio of area of the plat to the total area serviced by the improvement. D. Assessment Terms The assessments for this project are to be spread for a term of 15 years at an annual interest rate of 8.5% on the unpaid balance. III. CITY REVENUES/RESPONSIBILITIES Highview City Improvement MnDOT Assessment Park Trk. Fund Improvement Cost Part. Revenue Oblia. Oblia. Sanitary Sewer Lateral $109,290.99 -- $ 85,420.97 $ 22,024.00 $(1,846.02) Water Lateral 58,367.38 -- 45,052.58 12,848.00 ( 466.60) Sanitary Sewer and Water Services 18,792.95 -- 16,058.40 765.29 (1,969.26) Trunk Storm Sewer 139,182.49 -- 38,433.66 13,073.08 (87,675.75) Street and Storm Sewer 465.546.71 70.127.08 337.989.97 53.288.95 [ 4.140.71) TOTAL $791.180.52 S70.127.08 $522.955.58 $101.999.32 S(96.098.54) Highview Park's obligation of $101,999.32 and Trunk Fund obligation of $96,098.54 represents a total of 25.5% of the improvement cost while MnDOT's participation of $70,127.08 represents 8.9% resulting approximately 66% of the improvement cost being assessed. eral R Wobschall Re?ie ? Rev ewe Publ c Work?sfDepartment Fin a Department Dated: Dated: 7" 1 ? ? 1 cc: Thomas A. Colbert, Director of Public Works E. J. VanOverbeke, Director of Finance/City Clerk Jim Sheldon, City Attorney GRW/jf STATE OF MINNESOTA COUNTY OF DAKOTA Richard McGrew Petitioner, DISTRICT COURT FIRST JUDICIAL DISTRICT Court File No. 19-C3-91-7934 VS. CITY OF EAGAN, Dakota County, Minnesota, a municipal corporation, Respondent. STIPULATION AND ORDER WHEREAS, Richard McGrew ("Petitioner") is the owner of a parcel of land in the City of Eagan with the Property Identification No. of 10-00400-020-56 ("Subject Property"); and WHEREAS, on July 2, 1991, Respondent City of Eagan ("City") assessed the Subject Property a total sum of $7,451.06 for street per area and also front foot as part of Public Improvement Project No. 543R; and WHEREAS, Petitioner brought an action in District Court appealing the sum of the assessments for Project 543R, known as Richard McGrew v. City of Eagan; Court File No. 19-C3-91-7934; and WHEREAS, this matter was set for court trial on June 17, 1992 before The Honorable Judge Gerald W. Kalina; and WHEREAS, the parties have resolved all dispute over the assessment against the Subject Property. NOW, THEREFORE, the parties do hereby agree as follows: k 1. The assessments levied against the Subject Property for Project 543R shall be reassessed in the sum of $3,200.00 all for street per front foot. 2. The parties waive any rights to request costs in the above-captioned action. 3. The City shall direct the Dakota County Treasurer to recompute Petitioner's real estate tax statement using the reassessment figure of $3,200.00 for assessments related to Project 543R 4. The Petitioner waives Notice of Hearing and Hearing on the reassessment of the Subject Property. 5. Upon the execution of the Stipulation, the Petitioner shall cause this action, Court File No. 19-C3-91-7934 to be dismissed with prejudice. Dated: R W 1 , 19 Dated: Cl , 1992 Dated: 5-2&- i Z- , 1992 By: T Vanoverbeke Its: ty Clerk Richard McGrew STATE OF MINNESOTA COUNTY OF DAKOTA ss. On this &?- day of Public within and for said and E. J. VanOVERBEKE to 1992, before me a Notary Co y, personally appeared THOMAS A. EGAN m personally known, who being each by me duly sworn, each did say that they are respectively the Mayor and Clerk of the City of Eagan, the municipality named in the foregoing instrument, and that the seal affixed on behalf of said municipality by authority of its City Council and said Mayor and Clerk acknowledged said instrument to be the free act and deed of said municipality. /s yJR I lt3a:': { .. 1 .'-T }Z ((L r -:v L_ TA i D a ?7v . _n r.D STATE OF MINNESOTA ss. COUNTY OF Gam' rrrlH r}g1? On this JL•` day of 1992, before me a Notary Public within and for said County, personally appeared Richard McGrew to me personally known to be the person described in and who executed the foregoing instrument and acknowledged that he executed the same as his free act and deed. Ivry Corr ni"; Expirs January 31,1996 g6fary Public APPROVED AS TO FORM: Dep men of Finance Dated'. s w 1. oi APPROVED AS TO CONTENT: ORDER FOR JUDGMENT Based upon the foregoing Stipulation entered into by and between the city of Eagan and Richard McGrew; IT IS THEREFORE THE ORDER OF THE COURT THAT JUDGMENT BE ENTERED FORTHWITH. Dated: , 1992 BY THE COURT: JUDGE OF DISTRICT COURT I certify that the above constitutes a judgment of the court. JUDGMENT ENTERED AND FILED THIS DAY OF . 1992. (SEAL) BY THE COURT ROGER W. SAMES DISTRICT COURT ADMINISTRATOR Deputy M. 3830 PILOT KNOB ROAD EAGAN, MINNESOTA 55122-1897 PHONE: (612) 454-8100 FAX: (612) 4548363 July 10, 1991 Richard McGrew 118 Allyson Drive Williamsburg VA 23188 RE: PROJECT 543 Dear Richard: THOMAS EGAN Mayor DAVID K. GUSTAFSON PAMELA MCCREA TIM PAWLENtY THEODORE WACHTER Council Members THOMAS HEDGES City Administrator EUGENE VAN OVERBEKE City Clerk Your letter regarding Project 543 was received July 9, 1991. Minn. Stat. §429.061 reads as follows: "The notice (mailed notice) to property owners must also state that no appeal may be taken as to the amount of any assessment adopted pursuant to Subd. 2, unless a written objection, signed by the affected owner, is filed with the Municipal Clerk prior to the assessment hearing or presented to the presiding officer at the hearing." As advised by our City Attorney, your letter of objection does not meet this requirement. Regarding your questions about the appeal process, we cannot provide any more information than was included on the original assessment notice. If you wish to pursue the matter, it will be necessary for you to retain legal counsel independent of the City. Sincerely, Z 4 ??Ovs E. VanOverbeke Finance Director/City Clerk dk THE LONE OAK TREE.. .THE SYMBOL OF STRENGTH AND GROWTH IN OUR COMMUNITY /0-0 0 4100 -OHO-S6 Equal Opportunity/Affirmative Action Employer SINGLE FAMILY DWELLINGS 1989 BUILDING PERMIT APPLICATION CITY OF EAGAN MDLTIPLE DWELLINGS COMMERCIAL 2 SETS OF PLANS 2 SETS OF PLANS 2 SETS OF ARCHITECTURAL XGISTERED SITE SURVEYS REGISTERED SITE SURVEYS - i STRUCTURAL PLANS SET OF ENERGY CALCS. (CHECK PITH BLDG DIV.) 1 SET OF SPECIFICATIONS 1 SET OF EHBBGY CALCS. 1 SET OF ENERGY CALCS. MULTIPLE DWELLINGS RENTAL UNITS FOR SALE UNITS I OF UNITS NOTE: ADDRESSES FOR CORNER LOTS - CONTRACTOR/BOMEOWNER MUST DESIGNATE WBICH ADDRESS IS DESIRED. RD CHANGES WILL BE ALLOWED ONCE BUILDING PERMIT IS ISSUED.. SEWER A WATER PERMIT FEES AND ACCOUNT DEPOSIT FM WILL BE INCLUDED WITH THE BUILDING PERMIT FEE. PROCESSING TIME FOR SEWER AND WATER PERMITS IS TWO DAYS ONCE A PERMIT HAS BEEN COMPLETED INDICATING A LICENSED PLUMBER. PENALTY APPLIES WHEN: PERMIT IS NOT PAID FOR IN SAME MONTH IT IS REQUESTED. LOT CHANGE IS REQUESTED ONCE PERMIT IS ISSUED. To Be Used Fors 9Valuation: frtter? Date: T Site Address 2110 SizL.Ey AleMbKI*- Hwy Lot Z Block {.f Occupancy Zoning Actual Const Allowable i of stories Length 9 Depth S.F. Total Footprint S.F. Parcel/Sub _5EcrioN y Owner ACAJOY8, w lheGlrew• Address 2 ;?,-L) S? b bzlr City/Zip Code O9 ate, T"S7 9 Phone 15"5?; -96 $ 9Z ?, ?f 7- S Z1 S 5 I r/ I ,ntractor address City/Zip Code Phone Arch./Engr. _ Address City/Zip Code Phone 0 On site sewage On site well MWCC System City water PRY required Booster Pimp _ APPROVALS Planner Council BIIp Bldg. Off. Variance FEES Bldg. Permit Surcharge Plan Review SAC, City SACO MWCC Water Conn Water Meter Acct. Deposit S/W Permit S/W Surcharge Treatment P1. Road Unit Park Ded. Copies SUBTOTAL Penalty TOTAL bq,oa 2.00 * T ?C S?-retr?J ? X7 ? 63? x VALu L72oO ? 1 vtoil 50_ '3152,) U!2 yaoo W C1 ?l { W J ? I . F Ir C r U W V) i S W Cl I Q 0 I I I TV .-- ? ??N? P?onEI? I\ LINE i if J% 6 Aul m& ` t4Ek 1? ENERGY CODE DESIGN BY ACCEPTABLE PRACTICE To Determine Ompliance with the Minnesota Energy Code (Section 602 of the State Amended 1983 Model Energy Code) This form is only applicable to detached one-and two-family dwellings. The requirements hereir are based on Table No. 6-11 in lieu of the criteria specified in Sections 602.2.1, .2 and .3. Building Address 2910 SeU2 Contractor or Owner Ac A!Q v l W )?n e a r-e w' Building Element "R" Values Area (sq ft) $ of Ext. Walls (s ? ` S'a Ceilings Design 3 3 Req'd 38 Walls (exterior) Design ?Req'd 20 (w/o fdn) Floors (over unheated spaces) Design_y 4 Req'd 20 *Windows (in bldgs w/o /V !0 Design Req'd 12 sliding glass door) (glass) *Windows (in bldgs with a .y a- Design Req'd 10 sliding glass door) (glass) Foundation Walls Design S Req'd 5 (when insulating full depth of foundation wall) Design Req'd 10 (when insulating only to frost depth and footings extend below) Slab-,on-grade floors Design Req'd_(See Figure No. 3) **Doors (1-3/4" metal faced) Design Req'd 3 * All windows shall be double glazed or have storm windows ** Conventional doors other than metal require a storm door CERTIFICATION I hereby certify that I have ccapleted the above information and that it copplies with the Minnesota State Energy Code. Date 'R -C6-$F BCSD 3-89 CC/SM/6593 0 t N J 4 fMTERSTATE ?0 7Dr LOST SPUR G. v ?I V couNTRY { CLUB 1 _ A?1 I- . 2 CENTER SW • 2 >' / ? Q c?Q- v JW *10 E 1 /??/ I JII IIIl w 4kN'SW CV f- L .,S 1, n ? i SW QUARRY SE PARK RI O¦ 3830 PILOT KNOB ROAD, P.O. BOX 21199 VIC ELLISON EAGAN, MINNESOTA 55121 Mayor PHONE: (612) 454-8100 THOMAS EGAN DAVID K GUSTAFSON PAMELA McCREA THEODORE WACHTER December 8, 1989 Cwn lMembers THOMAS HEDGES City Aairinatralor EUGENE VAN OVERBEKE City Ga4 RICHARD MCGREW EAGAN, MN 55121 Dear Mr. McGrew: As I am sure you are aware, a significant amount of change has been taking place in your neighborhood. As a result of these changes, it is necessary to do some new signing of streets in your area. The enclosed map shows one way that we are considering to sign the streets. As you can see, Rustic Hills Drive would now run in front of your house and Skyline Drive would run alongside your house. Since you are currently addressed off of Sibley Memorial Highway, these changes may cause some confusion for you. Your property is the only one directly affected by this proposed change, so if you have any comments or concerns I would be happy to discuss them with you. I would appreciate your comments, whether positive or negative, so we can proceed with these changes or come up with a different plan. I can be reached Monday through Friday from 8:00 a.m. to 4:00 p.m. at 454-8100, extension 16. Thank you for your consideration of this matter. Sincerely, A 0 *7 teve Hanson Assistant Building Official Enclosure SH/mg THE LONE OAK TREE ...THE SYMBOL OF STRENGTH AND GROWTH IN OUR COMMUNITY ?zG q / 0Z0-S-,Zp April 26y 1972 Dakota County Auditor Hastings, Minnesota 55033 Attentions Norma Dear Normal The WATER LATERAL ASSESSMENT on Parcel 3053-B has been paid at this office and should therefore, NOT, have been sent to your office. Please pull this card in the amount of $540.00 in section 49 for 19728 from your files. A corrected tax statement needs to be issued. Thank you for you cooperation in this matter. Sincerely, Ann Goers Assessment Clerk WAIVER OF HEARING REQUEST FOR UTILITY IMPROVEMEIITS I/We hereby request of the Village Council, Village of Eagan, Minnesota, utility improvements on and over property owned by me/us as follows: (Mention type of improvement, e.g. water, sanitary sewer, etc.) SANITARY SEWER. LATERAL, 1975 The location of said utility improvements shall be generally as follows: section 4, Parcel 3053-B 90 Feet at $8.80 per foot = $792.00. Theodore Goers a-'0 d Y 'o 9- o a a -S//6 n 2910 Sibley Mem Hwy. /I/00 a B ?s s /1 tiZ' Eagan, MN 55121 I/We hereby waive notice of any and all hearings necessary for the installation of said improvements and further consent to any assessments necessarily levied by the Village of Eagan for such improvements. I/We further agree to grant to the Village of Eagan any easements nccns- sary for the installtion of such improvements. It is further understood that this request shall be reviewed by the Village Council of The Village of Eagan or its agent and I/we will be given reasonable notice as to whether this request is possible under present utility planning as to timing, location, etc. Dated: July 242 1974 Pequest accepted by ?•w? a^ Date 7-J- Village of Eagan Request referred to Village Engineer: D to Ccpies: 1. Village 2. Village Engineer 3. Applicant 730?;3 2005 RESIDENTIAL PLUMBING PERMIT APPLICATION CITY OF EAGAN 3830 PILOT KNOB ROAD, EAGAN MN 55122 651-675-5675 Please complete for modifications to existing residential dwellings. Date ' I 7 l ?06 2`Ur S ?!1 G ?t Unit # Site Street Address ? ) S03 3 ?( / Property Owner , ?'?'n 4 S J ?>'? i J Telephone # (ES) Contractor Za-z, a5 T J * ({ ? y ? ?r Telephone # (?S?) So3 - `? 3 ?i f Address 2025 City State.,-I-'(/ Zip SSI ??f The Applicant is: (Owner _ Contractor -Other Septic System - New _ Refurbished Submit 2 sets of plans and MPC license Includes County fee $ 100.00 Per as-built $ 10.00 Alterations to existing dwelling $ 50.00 X Add plumbing fixtures. This fee includes putting in a water softener and/or water heater at the same time. If ouou are installing only a water softener and/or water heater, do not complete this section. Move to the next section and check the appliance(s) you are installing. -Septic System Abandonment Water Turnaround (add $125.00 if a 5/8" meter is required) Other: Water Softener _ Water Heater $ 15.00 new replacement Lawn Irrigation _RPZ _PVB -new -repair -rebuild $ 30.00 State Surcharge $ .50 Total $ I hereby apply for a Residential Plumbing 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 plumbing codes; that I understand this is not a permit, but only an application for a permit, work is not to start without a permit and work will be in accordance with the approved plan in the event a plan is required to be reviewed and approved. 111?KUs ?kllub'? T;, Applicant's Printed Name Applicant's Signat4ar '73;s7 ? ?14D 2006 RESIDENTIAL PLUMBING PERMIT APPLICATION CITY OF EAGAN 3830 PILOT KNOB ROAD, EAGAN MN 55122 651-675-5675 Please complete for modifications to existing residential dwellings. Date (]? I I Site Street Address `6 S S y ?, n < ??, ?? Unit # S J ?f??jli Telephone # ( ) Property Owner nY1?Q ( ( Contractor l \? 5 6 Telephone # (65Y ??IV 53 So Address 95 t K? d? po u li City 04rn cj State !m N Zip The Applicant is: Owner _ Contractor -Other Septic System - New _ Refurbished Submit 2 sets of plans and MPC license Includes County fee $ 100.00 Per as-built $ 10.00 Alterations to existing dwelling $ 50.00 % Add plumbing fixtures. This fee includes installation of a water softener and/or water heater at the same time. If you are installing only a water softener and/or water heater, do not complete this section; move to the next section and check the appliance(s) you are installing. -Septic System Abandonment -Water Turnaround (add $130.00 if a 5/8" meter is required) Other: Water Softener Water Heater $ 15.00 new _ replacement Lawn Irrigation _RPZ _PVB -new -repair -rebuild $ 30.00 State Surcharge $ .50 Total $ I hereby apply for a Residential Plumbing Permit and acknowledge that the information is complete ana accurate; that the work will be in conformance with the ordinances and codes of the City of Eagan and the plumbing codes; that I understand this is not a permit, but only an application for a permit, work is no to start without a permit and work will be in accordance wi he approved plan in the event a plan is required to be revi d and approved. ff fL c ?[1 Applicant's Printed Name Applicant's Signature " 'E$AN " V WATER SERVICE PERMIT 3 ot ,KnabRoad PERMIT NO _ 1553 54122 DATE: 7/24/74 g _1 No of Units: 1 6wner: Theodore Goer • Address: -_ , - t1. / _ Site Address: » o -, 4 Plumber: Wenzel P1umbiug WATER TO BE TURNED OFF AT Meter No. :' _ -.- CSction Charge: 340.00 Pd Size: Account Deposit: Reader No.• Permit Fee: 10.00 Rd ;agree to comply with the Village of Eagan S . P Ordinances. MiscpCh 35.00 pd ToMb box 29.70 pd BY Date Paid: Date of Insp.: Insp.: VILLAGg OF EAGAN SEWER SERVICE PERMIT 3795 'Pilot Knob Road PERMIT NO.: 2 312 Eagan, MN 55122 DATE: 1/24/74 Zoning: R3. No. of Units: 1 Owner: Theodore Hers ' Address: gl .ar 5 e.V l / S Q :Dr _ Site Address: - 4-1 rY1 121 Plumber: Vionzel Pi - . 1 agree to comply with the Village of Eagan Connection Charge: 4i" 00 fed 00 pel Ordinances. ° Account Deposit: a • Permit Fee: I 00 lad Surcharge: .5° Pd a B I sceEhMs: 35.00 pd Date of Insp.: Total: Insp.: Date Paid: Use BLUE or BLACK Ink r----------------^ I For Office Use � I � � i • � Permit#: '� � � City of �a�a� � Permit Fee: W �� � 3830 Pilot Knob Road I � Eagan MN 55122 I I Phone: (651)675-5675 I Date Received: I Fax: (651)675-5694 j I � Staff: I �-----------------� 2014 SEWER AND WATER CONNECTION AND AVAILABILITY CHARGES EXISTING RESIDENTIAL PROPERTY Address: __ 3���.�J �/�!�,�� �� F{'1R UF`�I�E U�E C�NLY E Property Owner: J �W?�"'"2G�� � �J �r14(,(t"`�1--��. ���F�l'eqlt€Ced `-_ cy � City R�?-111�F�rm�t Phone: (.�' �� ��.����1 ZContact Name: Gaunty R-Q�-W F�rmit Plumber: ��,�L� ��-�.LC���'�L F�Iurrtf�ing Ferr�t'it '��. S�WER, lt�l'i4T�rF� � ''� Sewer Service V�at�r Service ,-'� ---�= Sewer lateral charge Water Tateral charge Sewer trunk Water trunk"""°°�.>..� City SAC @$100/unit Water Sampling Fe e..,...._ ' MCES SAC @$2,485/unit Water supply storage Receipt#: , Date: Receipt#: ,�2te: '`�,,� I Permit Fee $60.00 Treatment Plant @$82$funit � State Surcharge a $5.00 Permit Fee "°$60.00 TOTAI� �j� State Surcharg���� $5.b0���.- "Plumbing Permit Required—water meter to be acquirec�'with building permit TOTAL: , SEWEI�&W��`ER '', Sewer Service Water Service Sewer lateral charge Water lateral charge Sewer trunk Water trunk Water Sampling Fee City SAC MCES SAC Receipt# , Date Water supply&storage Receipt# , Date Treatment plant Permit Fee $120.00 State Surcharge $5.00 "P/umbing Permit Required—water meter to be acquired with building permit TOTAL: Number of SAC units is determined by the Metropolitan Council Environmental Services (651) 602-1000. 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.gopherstateonecall.org Cc: City of Eagan Finance Department Engineering Division Permit Number: 3830 Pilot Knob Road ' r�� Eagan, MN 55122-1897 Date Received: �' �'�`-��-c Phone: 651-675-5641 ^� F�1X: C)S 1-C)7S-�iG94 FOR CITY USE ONLY /y.C. /1M^- C• P n www.citvofea�m ...............................................: ity �f L+a�all Submit 1 (one)completed � form with 4(four)sets of maps ; 4.............................................r ' - • • ' • • - ' • � General information Applicant: ,rr�� �� /f G+(' �G.- GSOC Reg. #: Address: 2 '�. ,�. �(/ City: �__��I���.l�r�^'""� State:��E� Zip: `, �I�.� Contact Person: �"" ��� � Title: Email:�.�"`�,�,�.���t.�c r��`E����`.��e�� Phon . ��� :��'�,��2 Fax: Contractor(if other than applicant): GSOC Reg. #: Contact Person: Title: Email: Phone: Fax: Location: ,Zg2.� ���'r�`.��� �' ��/��C'. ,���..�,, ,� .� (Street,property address or legal,or distance and directiom m�eazest public street intersection�— Excavation Information Start Date: '�/ 2C`f'�r�/l./ Completion Date:_ '�/ Purpose of Construction: New❑ Repair�K, Replacement❑ Other❑ Type of Excavation: Trench� Hole ❑ Plowing ❑ Boring❑ Other❑ Joint Trench Construction: Yes ❑ No r� Lane Closures Required: Yes ❑ No� Detour Required: �'es ❑ No�'" R/W Area being disturbed: Street Surface ❑ Curb/Gutter❑ Sidewalk/Trail ❑ Boulevard� Additional information: The undersigned herewith accepts the terms and conditions of this permit by the City��f Eagan as herein contained and agrees to fully comply therewith to the satisfaction of the City of Eagan. The undersigned also declares that he/she will comply with all relevant City Ordinances an 11 Right of Wayr,�e Signed: m Title: Date: �l ................... .......................................................,....................................... FOR CITY USE ONLY Financial Security Amount:$ Type: Receipt No. (Cash,Bond,L,OC,etc.) �,,, ^„�.� ��-� Permit Fee: $ aS�� Receipt No. C.1��`�� Special Conditions: AUTHORIZATION OF PERMIT APPRO �BY: DEPAR MENT O PUBLIC WORKS BY: �--�---- DATE: _°� - �-4" '- I � G:�Forms�ROW-Permit.doc / � �%� // ' _ � / _ � / . osT , j� � �/ ' � � � q��N :�s / ! -; , � i �i / / 3 I ///, ��. � / ' // ' �i /, � �// / / j/ � , , / /� / / ,/� i HIGHVIEW AVE. ----_..'--�---- --._-.-..____.._.._____ -- .- ----.. // ' �� �� %,�j /j / � / � /� /� / /� �i % � � s�,� ��a; /` / �� / / / � i550 1�ib � � � O� ❑ , / � / ` / k��� �� � ! O � � �� �Q�� 'f � �P� Q-' ` � � �-�;; ; /�/ �e�F� � � , :'�-'r; y�``sa ,�� 2is�i5►. � / � srnoo.nio.z ----____._._ � � 28� 2��� �e� : , � W . � j z., r ?854 ;, - � � " v , / / „� o 0 � � ��+4V.4T� Q � 'u'.ESS �� : � �� / � S'.tit�1�LV / ��,�� � �:��e ���4 o� � ����., ���, C'�Na ccr��� ` � Q SKYLINE DR � _ __._ ._._ _ _ . '- -- ---- __ ' __ _ _ -- _..__--- - m � n � / ` fi'a3 �5?� r� ,i 15� � �c i�pl M �> ^ � i ' S � ' � -� -- ------_ _� s �� r ST H NIE � / � °� � � 15 / ... i= . o � 20 �� � � r � , ;5'7 � --i-5�� ' � ' ��i f 563 / J �� � � , --. �T ��'�'� '_., _ _ / `� _ _ _.. _.__ _..' _ _' � • i�% � �c �� '` �(i a �'� i;gc � i 57� �� �' �; .L Q ,��C ��5,. 5�? i�82 1`-';: } P�p P� � � � �Cii---�`V .�. � 1 !���l� ��'YY�