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910 Wild Rose Ct
C!ty of Eagan 3830 Pilot Knob Road Eagan MN 55122 Phone: (651) 675-5675 Fax: (651) 675-5694 RECEIVED OCT 081010 Use BLUE or BLACK Ink Permit #: qC% 1 Permit Fee: Date Received: Staff: 2010 RESIDENTIAL BUILDING PERMIT APPLICATION L SC Date: t b Site Address: q 10 W ( . �) Tenant: Suite #: RESIDENT / OWNER Name: GLeetJ 5 o 1 Phone: CM-- - 205-- 2-75-4 Address / City / Zip: 3/6 4Jt I.4> Kio"iv- C r g-1af tk t'I 5 (ZZ Applicant is: Owner VContractor TYPE OF WORK Description of work: "`► .. `/ /vLy') \ Construction Cost:4 fl --500 Multi -Family Building: (Yes / No r / CONTRACTOR Name: 1%411.,F L_14441i►..( Ca-usTelierr a &.license #: Zo i �'J S, Address: 10 L. ci_erit "-' (1 City: /y 1 - State: KM . Zip: '6'1 2 2- Phone: (y 12- 6 3 cP - 4g 2 -6 -6 Contact: b.%lFN t S Email: COMPLETE In the last 12 months, has Yes No 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: Licensed Plumber: Phone: Mechanical Contractor: Phone: Sewer & Water Contractor: Phone: NOTE: Plans and supportingdocuments that you submit are considered to be public information. Portions of the information may be classified as non-public if you provide specific reasons that would permit the City 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.gor herstateonecall.orq I hereby acknowledge that this information is complete and accurate; that the work will be in conformance with t e 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 wi out a permit; that the work will be in accordance with the approved plan in the case of work which requires a review and - •proval of plans. x S r 1UEV L_ 441J Ap cant's Printed Name x Applicant's Si nature Page 1 of 3 q/61 to (a DO NOT WRITE BELOW THIS LINE SUBTYPES Foundation Single Family Multi 01 of Plex Accessory Building WORK TYPES New Additio Alteration Replace Retaining Wall DESCRIPTION Valuation Pian Review (25% 100% ) Census Code # of Units # of Buildings Type of Construction Fireplace _ Garage Deck Lower Level 6 Porch (3 -Season) _ Porch (4 -Season) _ Porch (Screen/Gazebo/Pergola) Pool 1941 Interior Improvement Move Building Fire Repair Repair REQUIRED INSPECTIONS Footin •s New Building) Foo in Foundation Drain Tile Roof: _Ice & Water _Final Framing Fireplace: Rough In _Air Test Insulation Meter Size: _ Siding Reroof Windows Egress Window Storm Damage _ Exterior Alteration (Single Family) _ Exterior Alteration (Multi) Miscellaneous _ Demolish Building* Demolish Interior _ Demolish Foundation Water Damage *Demolition of entire building — give PCA handout to applicant Occupancy ix a Code Edition P ifV), Zoning Stories Square Feet Length Width Reviewed By: RESIDENTIAL FEES Base Fee Surchar9e Plan Review MCES SAC City SAC Utility Connection Charge S&W Permit & Surcharge Treatment Plant Copies TOTAL MCES System SAC Units City Water Booster Pump PRV Fire Sprinklers Sheetrock Final / C.O. Required Final / No C.O. Required HVAC Other: Pool• __Footings _Air/Gas Tests _Final Siding: °Stucco Lath Stone Lath Brick Windows Retaining Wall: _ Footings a Backfill Final Radon Control Erosion Control , Building Inspector Page 2 of 2 City of Eagan 3830 Pilot Knob Road Eagan MN 55122 Phone: (651) 675 -5675 Fax: (651) 675 -5694 E f :i 7 NOU, 2009 Date: / /3 ' Site Address: 910 UJ t LA (Zoe e7 Tenant: C IP J ( o'er x lje.4vA ) r 5 lei rr- i w Aa Applicant's Printed Name x Applicant's Signature Permit Fee: / I G • 0 0 Date Received: Use BLUE or BLACK Ink Staff: 2009 RESIDENTIAL BUILDING PERMIT APPLICATION CA 11-" `c Suite #: RESIDENT / OWNER TYPE OF WORK CONTRACTOR Name: 6f1„..LiOUN 0 Phone: Address / City / Zip: R (0 ) c r . ) Z J Applicant is: Owner V Contractor Description of work: gT(�tP S q "P4A-E l,; , Construction Cos0 I Vy9 Multi- Family Building: (Yes / No ✓ ) Name: 1� 11 a te_ �( tjd l�V elbg QDe se #: Address: j.)?.- �L.FIN(J�11 C City: C�,r' State: N'N Zip: 5 Phone: 6212 (4,60 EZ5 Contact Person: FNMA/1 5 x9 302 , COMPLETE THIS AREA ONLY IF CONSTRUCTING A NEW BUILDING In the last 12 months, has the City of Eagan issued a permit for a similar plan based on a master plan? _Yes No If yes, date and address of master plan: Phone: Phone: Sewer & Water Contractor: Phone: Licensed Plumber: Mechanical Contractor: NOT Plans and supporting documents that you submit are considered to be public information. Po th e information may be classified as non- public if you provide specific reasons that would perm the. ;: d conclude that they are trade secre ' 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.orq 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 a. • royal of plans. Page 1 of 3 SUB TYPES Foundation Single Family Multi Deck 01 of _ Plex _ Lower Level Accessory Building WORK TYPES New A Addition Alteration Replace Retaining Wall DESCRIPTION Valuation 0 0 Plan Review (25 %_ 100 %)6 Census Code # of Units # of Buildings Type of Construction V 13 REQUIRED INSPECTIONS Footings (New Building) Footings (Deck) Footings (Addition) Foundation Reviewed By: Fireplace Garage RESIDENTIAL FEES Base Fee Surcharge Plan Review MCES SAC City SAC Utility Connection Charge S &W Permit & Surcharge Treatment Plant Copies /D 10ilcl Interior Improvement _ Move Building Fire Repair Repair TOTAL DO NOT WRITE BELOW THIS LINE Porch (3-Season) _ Porch (4- Season) _ Porch (Screen /Gazebo /Pergola) Pool Occupancy Code Edition Zoning Stories Square Feet Length Width Siding Reroof Windows Egress Window Drain Tile Other: Roof: _Ice & Water Final Pool: _Footings _Air /Gas Tests - Framing Siding: _Stucco Lath _Stone Lath Fireplace: _Rough In _Air Test _Final Windows Insulation Retaining Wall: _ Footings Backfill _ Meter Size: Radon Control Erosion Control , Building Inspector Sheetrock Final / C.O. Required Final / No C.O. Required HVAC MCES System SAC Units City Water Booster Pump PRV Fire Sprinklers _ Storm Damage _ Exterior Alteration (Single Family) _ Exterior Alteration (Multi) Miscellaneous _ Demolish Building* _ Demolish Interior Demolish Foundation Water Damage *Demolition of entire building - give PGA handout to applicant Final Brick Final 886.3 890.5 890.7 892.6 MH Rim= 883.9 910 WILD ROSE COURT 892.0 33.50 50.00 891,4 3 [ 891,3 ;•�_i 883.6 ° 22.00 ato Drainage andUtllily Easeme 10,01 890,7 93. 891,4 891.3 891.3 TJHIS ,IS A,TRUE'°'AND CORRECT REPRESENTATION O : ;DESCRIBED PROPERTY AS SURVEYED DEGT :SUPERVISION AND DOES NOT PURPORT TO Rr4ENCROACHMENTS, EXCEPT AS SHOWN. I 0 II 'Q D. LINDGREN, e ND SURVEYOR MINNESOTA LICENSE NUMBER 14376 MIN. SETBACK REQUIREMENTS Front — 30 House Side — 10 Rear - 15 Garage Side — 5 JOB NO: CAD FILE: Misc -05 05R -285 Exst. Tob =894 pi2_,o(D DEC 89./0 J OI1 Ut ° 3 : 1 Maximum Slopes or Retaining W 1 Wil Be Required) � r /0 I jICv LJ (1` 1 I ‘-1 Exst. �J Rambler -_� 13cs j Tob =892.3 1 r I 1 1 1 y^ PROPOSED ELEVATIONS Surveyor's SURVEY FOR : Millerville Inc. DESCRIBED AS : Lot 3, Block 1, ROYAL OAKS 2ND. ADDITION, City of Eagan, Minnesota and reserving easements of record, INSTALL SILT FENCE .0914 r— � 1 N 89 ° 50'41" W 125.00 — sodded - Certificate 9 i//09 1 Dakota Coun ty. /581.5 / q / aid ace VIEWED Bar ` .'' W�rWc Date EAGAN ENGINEERING Dom'. Fi br.S" DATE a' / a f �� U ILDIi'�u Iiuvrl =l, i Illali.;i DEPT. NSTALL EROSION BLANKET OR SOD 87R r -- r -- __a 869.6 ■ \ r -- __a Existing Ret. Wall \FES Drainage & Utility Alt!..67.3 Easement • 879.6 Exist. Hama t -- 882.6 Pon EP -2.1 Elev =865. Aug 21 06 10: 02a ~ir `~Q~ P. 1 9149 /4 f e e i E L i ~r__~~. ! f•- ~i~. ~ ~ • i ~ ~ A~ fecti Fo1- 3 fe. e;, i1~.•;j ~ ~EY/,: ,B E'A /~l C j~';•,~ ~ i ~ ~ X 1Sr 1 • ~ ~ ot~.C- I~ ~ r~T~' ~ ~~X Z ~G `X !2 w ! : . , EA ~ GM ED o ( ;I REVI ~ ~ ~ ~ U. ~ .ft"736z6 . ~ I . - ~ _ . 3dG'lC/?~'c.~ L ga ds 4o~ AA ~ y ~ ~-o d.1d ~:r c. d~ • ~ 17E'C9. t-OA vJ ~ ~ T< ..-.i"~:'l4 CJFCK PG~~/~'t ir~ .wh~~ ~ r~ Reo~-~D~eKLe2~S ~~2N5 ~Ei'Yed ~C~ @?C'~,?'!Ny !?=i~ r G~:~ : , S ~I ~ ` . • ~ ~ . ~ ~ ` ' ? ~'C~ -'~1-- U tt d, G ~ ' ~ ? c ~ ~ t; ~ ~ ? ~f#~ j'~-FJ ~J ~ J ± ~ ~ zi ~ Sb `~t. ~ 't' vi L _ . ~ • ? • ~a . I • ~'C/~ S J / ,c/C e -1-e- e~~s ~ . ~ ~ IV 1F %Ij Aos r 1?EQ'& ~p~ ~L a ~ 2 ~e ;3 Va o . 9. Lo /4 :S ~ 7:~ , QEC1L /-~~AM LO,AD~ ?~'RI?Iv~FEl~.2~~ 7-0 /~D/•t,~T~~ f±4j.-~C ,~00~ ta,G?JS ~d2N5 T~t-yeY ~b ~~Cl,g~l~ssy AK2 hr d~2~f o1N ~ IK 00 e P/"ti ?f- .-J 4 t,$~ 7'~ }k N cd~ Gr 'Li ~ ~ m 1 ap K ,~j'o~'.. T"c'~ y?/9'G. ~ ID ~ W~L c tJ ~ M ~ ~ ; . ~ +Ll . t , v m ~1- 7~ - ~ Z 1(0 (1.~ ~ ~z~~. ~~}~i1 ~ ~ ~ L~~ l~~ f~-~ ~ ' Surveyor's Certificate SURVEY FOR : Millerville Inc. DESCRIBED AS : Lot 3, Block 1, ROYAL OAKS 2ND. ADDITION, City of Eagan, Dakota County. _ Minnesota and reserving easements of record. ~ 1 E WE 0DOh' I;yLv ~ate Z2~S'1 - GAN ENGRiEBRING D o - .~EAGiAN F 910 ~ mA BY_'_ S~ ° WILD R 0 SE C 0 UR T DATE f-, 1- o ~ 890.3 ~ UILD!NCi fi~~~LL~ i iUrVS DEPT. J ~ - N ~4~ •2 L=39.02 NSTAU ER S' 890.5 R=270.0, ,o Rs o~oo ~ ~NKEf OR sso.~ L = 801 68, s. O ~ - 891-.5 INSTAM 10 891.3 Exist. Hbm s.7• 2) $93.4i ~ 882_ j g9~ 3 100 692.0 ~`4 --3 00 p ~2 ~9 2 891.3 - 444 ~ - zo.oo ? 12.0 - - ~ ? ~ ~ ~s ~ x 891.3 i o . .A $9L•~ 2.0 D w Exst. i 1 00 ' Tob=894~~.0 0 06.00 2~ gg~.l ~~0 d ~ 15.50 \ r~ I~ i I o 2ropto e 0 893 0 i 4.50 9'pcw w/o o \ I 88 .0 ~ - o Ln `x p o I I N N B9Z.Z I Q 890.2 -J 1 I501 ~ 33.50 Garage 0 0 10.0% 890.7 I ~ O p -t V r-- A v i I 7.7 883.5 ~ 89. i' p i oeok P. ~ $ O 91.0 V ~_$86•3 -.0~ - lzoo ° 22.00 57. ~p 883.5 87. e07. 869.6 ~ Existing Ret. Wall V ~ LTI ~ 4.0 ( O ~ 3: ~MEMM Sk*w O ~ 0.0 I I- ~ 0 882.5 / ~ 98 ~etaen°ng Wall i ~ R~u0r aez 883 6 683,2 ~ I I ~ I I ~ Pon EP-2.1 Elev=865. MH Rim= 883.9 E.O.F. ~ I T sforh.~ FE5 Drainage & Utility Dralnage and Utlltly Easeme 67•3 Easement 8B9.2 o~ 889.2 B R. N 89°50'41" W 125.00 -sodded- ; 861.5 88~9 g~L•9 -r-----------------'7 -r n I r_ J ` J~~~( B79.6 ~ I L- J L O T SQ. F00 TA GE = 22,106 ( 885=''~` ~ Rambler IH HSE SQ. FO 0 TA GE = 2, 3 74 ~ 13cs ; To6=892.3 L 0 T CO I/ERA GE = 10. 71'o 6686.0,, ; Pr ~ r 1 2-5Fose 2cS' W /o EY aP PROPOSED ELEVATIONS ,i~~F~n~ 0BENCHMARK, Jlzlr ToP ~ of Foundation = 892,7 Gis Garage Floor = 892.3 00 So 0R~~ Basement Floor = 884.0 Aprox. Sewer Service = 880.5 7.°~ Proposed Elev. ~76 MIN. SETBACK REQUIREMENTS ~~O~°° EXIStIf1CJ El2V. _ ~I~N ~ Drainage Directions - - Front - 30 House Side - 10 Denotes Offset Stake SCALE: 1 incn = 30 feet Rear -15 Garage Side - 5 I HEREBY CERTIFY THAT TH15 15 A TRUE AND CORRECT REPRESENTATION J08 N0: IfEDLUND OF THE BOUNDARIES OF THE ABOVE DESCRIBED PROPERTY AS SURVEYED 0513-285 BY ME OR UNDER MY DIRECT SUPERVI510N AND DOES NOT PURPORT TO SHOW IMPROVEMENTS OR ENCROACHMENTS, EXCEPT AS SHOWN. BOOK: PAGE: PLANNING h'NGINEERING SURYEYINC 2005 Pin Oak Drive Eagan, MN 55122 DATE ~ CAD FILE: Phone: (651) 405-6600 F EY D. LINDGREN, ND SURVEYOR Misc-05 Fax :(651) 405-6606 MINNESOTA LICENSE NUMBER 14375 ti Address: 910 Wild Rose Ct Zip: 55123 Lot: 3 Block: 1 Subdivision: Royal Oaks 2nd i THE FOLLOWING ITEMS WERE/WERE NOT COMPLETE AT FINAL INSPECTION ON Yes No Comments Final grade - 6" from siding Permanent steps - arage Permanent ste s- main ent X Permanent driveway Z~ Permanent as Retaining Wall or 3:1 Max Slope Sod/Seeded lawn Trail/curb damage Porch ~ Lower level finish Deck Fireplace !Ri/! d.DT.7_ • 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-w?y or installina irrigation system. ~ BUILDING INSPECTOR: CONTRACTOR: ' Nt;uerriue U?c. 1566 Murphy Pkwy . Eagan, MN 55122 Date: 12/2/2005 Revision Date: 12/2/2005 New Construction Site information Address 1: 910 WILDROSE CT Project Address 2: Lot: Block: City: EAGAN MN County: Subdivision: Application Information Business Name: MILLERVILLE MN Contractor License Contact Person: RAY MILLER Office Ph: 952-944-9499 Fax: Cell Ph: Address 1: 1566 MURPHY PKWY City: EAGAN State: MN Zip Code: House Details Square Feet: 4815 sq. ft. Avg. Ceiling Ht: 9 ft. Number of Bedrooms: 5 Ventilation : Balanced Total Ventilation Capacity : 190 cfm. Minimum Continuous Ventilation :90cfm. Intermittent Ventilation: 100 cfm. Combustion Appliance Water Heater: Direct Vent/Sealed Combustion Input BTUs: 75,000 Independently Vented Fumace/Boiler: Direct Vent/Sealed Combustion Input BTUs: 120,000 Independently Vented Other Combustion Appliances Gas Fired Direct Vent Fireplace(s): Yes Gas Fired Power Vent Fireplace(s): No Gas Fired Natural Draft Fireplace(s): No Solid Fuel Appliance(s): No Exhaust Equipment Continuous Exhaust Ventilation Capacity (cfm): NA Clothes Dryer (cfm): 135 Exhaust Fan Rating (cfm): 350 Make-Up Air No Make-Up Air Required by Code Combustion Air Minimum Combustion Air Requirements Have Been Met. ,a,, Applicant Name (print): 114ILLk 1 U.~- Signature/Date: Code Official (print): Signature/Date: (!•l 7(10d ("~ntPrPnint Fnarmr Adinnvrtacrn 700d A/(arhanirol (`rvla (:nirlvlinr e PartP 1 This home is insulated with GUARDIAN SUPERCUBE lie LOOSE=FILL FIBERGLASS INSULATION BLANKET INSULATION COVERAGE INFORMATION Batt and blanket insulation when installed according To achieve the stated R-values, the insulation must be installed at these minimum to the manufacturer's recommendations will provide thicknesses and maximum coverages. Failure to install both the required bags the stated R-value. and at least the minimum thickness witl result in lower insulation R-value. NOMINAL Not for exposed applications. Insulation should not be installed over eave vents or R-VALUE* THICKNESS near light fixtures or other heat generation devices. Net coverages includes framing. To obtain an Installed insulation insulation SUPERCUBE II* SPECIFICATIONS resistance R- of: should be: This product meets or exceeds the requirements of ASTM C 764, Type 1 Category 2 and Type 1- Class B. R-38 12" Thick Meets CCMC Evaluation 12047L R-38 R-Best" 10 1/2" Thick Flame Spread 5, Smoke Developed 5. R-30 9 1/2" Thick R-30 R-Best~ 8 1/2" Thick Thermal Resistance values determined in accordance with, ASTM C 687, C 51 S. R-25 8 1/2" Thick Material passes the requirements of ASTM E 136 Combustion Characteristics. R-22 7 1/2" ThlCk GREENGUARDO Environmental Institute, Indoor Air Quality Certified. R-21 R-Best" 5 1/2" Thick R-19 Kraft 6 1/2" Thick SUPERCUBEII" • 'A ' O0 = R-19 Unfaced 6 1/4" Thick R-15 R-Best'll 3 5/8" Thick R- BAf3S PER MAXIMUM MINIMUM WEIGHT MINIMUM R-13 3 5/8" Thick vnLuE* 1000 SO. Ff. NET COVERAGE PER SO. Ff. THICKNESS R-1 1 3 1/2" Thick To obtain an No. of bags per Cpntents of this WeIght persq. ft. In~leJ insulatbn 1000 sq. tt. of ya9 ~u~ ~ of Insula Idon nstalled should insulafion ~b ~pt •R-means resistance to heat flow. The higher the R-value, the greater resistance R ot: ~ net ~ area ~ shall m~: cover rtare than: me~. ~ess than: the insulating power. Ask your seller for the fact sheet on R-values. R-49 25.9 39 SF 0.872 L13S. 17.25" Supercube 110 is tested and R-4' 23.2 43 SF 0.7o Les. 15.50° certified to meet the tough R-M 20•1 50 SF 0.e81 Les. 13.25" GREENGUARD* Indoor Air R-ao Is.a es sF o.ssa Les. 10.75° Quality standards. This gives R.n 13A 75 SF o.asa Les. e.ss^ RENCUARD you the confidence that by R_22 11.e ee SF o.M Les. s.so~ using Supercube you are assured excellent IAQ R-19 10.0 IoosF o.awLes. 7.M° Indoor Air Quality Certified performance p-1 t 5.8 172 SF 0.197 LBS. a.25^ . . BAG WEIGHT: 34 LBS., MINUMUM: 32 LBS. FOR PNEUMATIC APPLICATION ONLY. BUILDER AND APPLICATOR'S CERTIFICATION SIGNATURE This is to certify the insulation has been installed in conformance with the above recommendations to provide thermal resistance value(s) of: Batts and Rolls Loose-Fill Insulation R-value Thickness Coverage Area ~ Ceilings: RC~~si r- ags of insulation to covertg q. ft. of area at a thickness Walls: of l6° iriches. New construction Floors: ? Upgrade Date Com any Name(Builder) Address Phone Builder's Signature R, Date Company harr4e(B_uiId4r) dress Phone Builder's ignature G182 4/04 Printed in U.S.A. GUARDIAN FIBERGLASS, 1000 E. NORTH STREF_T, ALBION, MI 49224 O 2004 Guardian Building Products Site address: "l to IN IL-l7 k.dg- C'' Lot 3 Block ~ Subd. ~_~l~ ~ 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 VENTING TYPE Water Heater 44~,A _~q~~~ Fumace ~ r a„`,,{, 3S0Mv91/oC00 /ZO I zo oOd 'NPVc Dryer ~ P(91-7 0 L Z?L VENTED EXHAUST SYSTEM LOCATION TYPE MODEL CFM's YES NO Kitchen kitchen 40nD Z 3fO7r5J 35-d Bathroom 1 5"rr~ ? '~6 , k. JY~Jb a i-h K r u S u~n r? t/ 03 --j O Bathroom 2~~,,.~,, Bathroom 3 ~ i~ ~ I l f YjU r/ Bathroom 4 Other VENTING FIREPLACE S LOCATION GAS -WOOD MANUFACTURER MODEL BTU'S DIRECT A7MOS oGL7 -t'K- o A~ 36 n a MAKE•UP AIR MODEL TYPE CFM's A oo -7 I hereby acknowledge that the above information is correct and agree to comply with the Minnesota Energy Code and City of Eagan requi ments. l d l7- 4 o S~ S natu Date L4 'C_ Company Name * This form is the responsibility of the General Contractor. 4 I • 2005 RESIDENTIAL BUII.DING PERMIT APPLICATION City Of Eagan 3830 Pilot Knob Road, Eagan MN 55122 Telephone # 651-675-5675 FAX # 651-675-5694 70o105 - PL 6(0 • -70C..ells5- IM P ' 710 • 5-0 ? New Construction Reauirements emodellRe air Re uirements Office Use Onlv 3 registered site surveys showing sq. ft. of lot, sq. ft. of house; and all roofed areas -13 copies of plan Cert of Survey RecA ZY _ N ?(20% maximum lot coverage allowed) 1 set of Energy Calculations for heated additions Tree Pres Plan Recd _ Y_ N, 7 copies of plan showing beam & window s¢es; poured found design, etc. 1 site survey for additions & decks Tree Pres Required ; _Y _ N ?1 set of Energy Calculations Addition - indicate if on-site septic sysfem On-sfte Septic System _ Y_ N. 3 copies of Tree Preservation Plan 'rf lot platted after 7l1/93 6h* Rim Joist Detail Options selection sheet (buildings with 3 or less units) . -1 C) \ 00 Date Z7 Con~struct~'ion Cost ~ 5 VL9j 0 C1 C~ Site Address ~f , ~J/L /2ose- C~ - Unit/Ste # .-Ccy L 30 --Q1 0. t o,k.s Description of Work ~~,-j T'g-UCTt&J Multi-Family Bldg _ Y~ Fireplace(s) _ 0 1_ 2 Property Owner Telephone #(61 Z) 72-3' 7137 Contractor i /liC - Address S'64 /Yl?XPI4y Q 1 V City C,a rJ State Zip s$ (LL- Telephone 7 2-3 - 7J 3 7 r COMPLETE THIS AREA ONLY IF CONSTRUCTING A NEW BUILDING - Minnesota Rules 7670 Categorv 1 _ Minnesota Rules 7672 Energy Code Category . Residential Ventilation Category 1 Worksheet • New Energy Code Worksheet (4 submission type) Submitted Submitted . Energy Envelope Calculations Submitted Have you previously constructed a building in Eagan with a similar plan? _ Y IZN If so, 25% plan review fee applies. Licensed Plumber 7&' 2C6rAdaAj lL ~311 nl ~ Telephone 952~ y 9 2- 529d Mechanical Contractor An/aer1-c- A2f- Telephone #(pSZ) 7Y4 '-7ZOO Sewer/Water Contractor &1Jby JE1C, ~ I Ve-OC_r-M Telephone #(&)7 ) 373 -S19/ I hereby apply for a Residential Building Permit and acknowledge that the information is com letccurate; that the work will be in conformance with the ordinances and codes of the Ci~of Eagan ~ ~e~ t of MN Statutes; I understand this is not a permit, but only an application for a permit, d~ work~is-no to sta ithout a permit; that the work will be in accordance with the approved plan in the case of w~irkw;~ch27e%ig8da 'ew and approval of plans. dIR J1 t-C. f ~i~IG • - ~,~i(n~ T Applicant's Printed Name Applicant's i ure bt2,` - OI+FICE USE ONLY , i Sub Types ? 01 Foundation ? 07 05-plex ? 13 16-plex ? 20 Pool ? 30 AccessoryBldg A 02 SF Dwelling ? 08 06-plex ? 16 Fireplace ? 21 Porch (3-sea.) ? 31 Ext. Alt - Multi 0 03 01 of _ plex ? 09 07-plex ? 17 Garage ? 22 Porch/Addn. (4-sea.) ? 33 Ext. Alt - SF ? 04 02-plex ? 10 08-plex ? 18 Deck ? 23 Porch (screen/gazebo) ? 36 Multi Misc. ? 05 03-plex ? 11 10-plex ? 19 Lower Level ? 24 Storm Damage ? 06 04-plex ? 12 12-plex Pibg_Y or_ N? 25 Miscellaneous Work Types . X 31 New ? 35 Int Improvement ? 38 Demolish Interior ? 44 Siding ? 32 Addition ? 36 Move Buitding ? 42 Demolish Foundation ? 45 Fire Repair ? 33 Alteration ? 37 Demolish Building" ? 43 Reroof 0 46 Windows/Doors 0 34 ReplaCement •Demolition (Entire Bldg) - Give PCA handout to applicant Valuation oew Occupancy - MCES System Census Code /W Zoning City Water ~ SAC Units ~J Stories Booster Pump # of Units Sq. Ft. PRV # of Bldgs 0/ Length ~ Fire Sprinklered Type of Const Width REQUIRED INSPECTIONS ~ Footings (new bldg) FinaUC.O. , _ Footings (deck) _ Final/No C.O. Footings (addition) _ Plumbing Foundation _ HVAC Drain Tile Other Roof f Ice & Water Final _ Pool _ Ftgs Air/Gas Tests Final Framing _ Siding _ Stucco ~ Stone _ Brick ~ Fireplace ~ R.I. kAir Test Final Windows Insulation Retaining Wall Approved By: , Building Inspector - - Base Fee odCOt'l 057- - UN~ awT IG 75p~ 6d, 44i °a ' 7 3 7D0 ,N o2C~t Surcharge 5424fI1 7 °1yo 1(~ Jl Plan Review /l MC/ES SAC. G ~gang~ c ity sAC Utility Connection Charge pL A,/ ?5-rJ 9~y 7" S&W Permit & Surcharge Treatment Plant /3~~,vs ~go ~ 9 ~ pG License Search Copies Other Total 2. 2004 5:33PM Braun No•2428 P. 2 4 fi ~~/2 ~ i~ # ~~cG Jr/ . y sRAU N~ Brnrn hAcdcc Corpo?alion Phane: 952.4h9.364d 21021 I-iprpn WciY Fox 932.469.85q9 .a~;.,;:. _ I/ i~ Xr i? G; J i C. INTERTEC ~ •i„••~;.; .,uite 101 W.6: brouniroernec.com ~rlokaville, MN SSOdd ~ T•a~; ' r:f Novennber 2, 2004 Project AV-04-05984A Mr. Ray Miller Millerville, Ync. 1566 Murphy Parkway Liaa~, lYJ1Y 55I22 DeS1MI.1V11116I. :~a•r Re- r-rost Protection, Unit A, Lot 10, Lexingtan 12idge Townhames, l)iffleY Koad and Lexingtoa i'arkway, Eag'.ttl, Minncsota As you requested, we have reviewed the lower level foundation ptan for the struchure ort Unit A, Lot 10, The unheated storage auea below the garage at wallwut level will not have adequate frost protection (42 rss•:~r;; iaches) a.long the common wall hetween the storage area and house, the east wall anti nortli wall. 17ie walkout footing to the south will steP down at the walkout to 42 inches_ This letter is intended to PTovidc rcec>mmendations for providing frost proteetion of those footings not at 42 inches below grade in mi .'V"s;':• 'r 2':« • • unheated area.. ut! ~Ya~;; Discassion r'"'•1lie house is a one-stoIY wallwut with an attached double barage on the east side of the house. The sofls on-site and below the foundations consist of poorly graded sand with silt (11.9 perccnl passing the rnimlier 200 sieve), which is cunsidered non- to slightly frost susceptible. To pmvide frost pxoteetion fdr the fooEings not at 42 inehes i n the stnrage ates, we rccommcnd placing 4 inches of rigid styrofoam insulation ovcr the footitgs anci cxtcnding amin»mm of 4 feet into the storage room.. We expect this ropm will gam some heat from the adjacent house_ -s Conclnsions It is our opinion that the rigid Styrofoam plaeed as recommended will provide a.clequate frost protection F-. fcn the footings within the unhcatc;d portion of the shvchire. Geuerul Services performed by the geotechnic3l cngineerS for Ghis project have been conducted with lhat Icvcl ul' Lw ~'•~,=~'~_r c:uc: anel skill crrdin.uiSy exercised by memhers of the professiem vurrt,-ntly practicing in this area No warranty, expressed or implied, is made X ~•:z~c; - Praviding e:nginee+ing and enviTonmentai snluiinns sinrp 1957 s.. ;ov, 2• 2004 5:34PM 8raun No•2428 P. 3 Mitlerviite, tnc. Project AV-04-059$4A • November 2, 2004 Page 2 It has bceu a pleasure being of servicc W you an this project. ]f you have any questions, plc;asc call Jim Samuelson at (952) 469-3644 oc Greg BiAlon at (952) 995-2380_ Sinccrely, BRAUN IN'I`ERTEC CORPQRATION James M. Samuelson Associabe Principal Professional CcrtiGcationt I hereby certify that this plan, specification or report was prepared by me or uncicc my direct supervision and Chat I am a duly Licensed Engineer under the laws of the State of Mirnesota. CrreB PE Associate - Senior Lngineer Registration Nurnber: 24017 jms/&jb:skgl0405984alltr 6127293982 07/22/2005 13:01 6127293982 TREHUS BUILDERS PAGE 01 12 ~10 sw ~ ~ 4 Poronsr Cord Root Trusses 2a" O,C. , N ~ R- fnsul k , ~ 1~L U V LL R-21 (naul R No-* E~ Npn-BeoNng F+artitfon ~g x6 Knes Yllalls 2z6 Knee Wolls 2x6 Knee Wplls N t~`p Tem Ce y E----~`~ Fioor Truseeb O 24' O.C. Z ~ x ~ m LL j . ~ p d R-38 Insl 2x6 Stuad 16" O.C. Slope ' s 1/2' cone- floa _~[cde - - - - - - - - - - - - - - - - - - - - - 8" i~treeo0tl Planks - - - Y- Loyer9 2" Foam 2- Layers Foem 4xB aheeta • unprotected fookong 4xg she~ta O unprotkted fqptong 3 1/2 Conc. Fipa ZOxB eenc. ftg. 20x9 cone. ftg, Revied 7-18-05 Garage Cross Section Scale: 1/4" - ~~--p„ ~ CC~ Miilerville Inc. Prpject: 910 Wildwood Court Eagan MN ~UL 2 2 2005 ~y COMPLIANCE STATEMENT: The proposed building design described here is consistent with the building plans, specificarions, . and other calculations submitted with the permit application. The proposed building has been designed to meet the 2000 Minnesota Energy Code requireme s in RES checkVersion 3.5 Release 1(formerly MECchec~ and to comply with the mandatory requirements listed in th 7chhe kInsp 'on ecklist. r Builder/Designe Date J ^ ~ :•r; Ju1-29• 2005 5:52PM Braun Intertec N0•9261 P• 2 ~ E ' . ~ - 1911AUN Brovn InfaAec Coepemtiea Pl~aw. 952.4952000 ` 11001 Hompalrire Avenue S Mx: 952.995.2020 ~ . INfERTEC Minneopohl, MN 554130 Web: bmumweticc.com ; July 29, 2005 ; ; Mr. Ray Miller LV0503xxx Millerviuc 651.6$6_5048 . , 15661vluzphy Parkway ' Fagan, lNN 55122 . Mr.. Miller_ ~ i Re* iasulation of Footings ~ ~ Elliou Itesidencc ~ . :o. iV4 910 Wi}d Zt,ose Court ~ Eagan, Minnesota ~ a In ancozdance with your requcst, we cnmpleted our observations of the foatings umder ~ cvnstrudion at the E1IiotL residence. Our worlc was limztc:d to documentirtg the sod co,uditions at ; footin . . g level and the dqrth of cambedmcut of the footings an,d to provide recommendations f.ac ~ insuJialing the footings si'tould they require insuktion_ We did not tesdo6serve the soils Tegarding ~ : their fnundation s~pOrt charactCristics_ ~ Thc auached aaiiy Report was draliW at the Elliott midence. A,s Doted in the zeport, wc ~ observed that the soil cover was inadeqqxte for poxt.ions of the east, west and the r.ntire ncrth f00613),3 of the proposed garage. T1ae report goca on to provide our rwommendation for ius+ilation of the fcwtings. As indicated in the tepori, we »ecvmmend thaL 4 inches of rigid in.culation be'attached to the faundation wall, exkmd dowcx the founcLation wgll, across the top of the'footing, down the sidc of the f.ooting and out 3 feet from the footing_ Alsn altachecl with this letter is d hand-drtiwn sLetch af the fooiing with insulatioa_ . if you neW additicrvaI infarmatian regarding our rccommendalion we arc: available at ` 612_369.$044_ } • ery {1l {ily yourr1, F 2'aul S. Gianfiiddo, PE Projoct Engi nec,a ~ ffer, PE ~ onald Sha Senior r:ngineez . .~a 1ttachner?ts_ llaily Rc.~wri of July 29, 2005 > Ske.tch of Footing with Tnsulation ~ . ~ . ' ~ • idin Q and e.nvironmental snlmuons sinc¢ 1957 Pr~~v - ~ - 8 engineeri*4, a ~ ~ .N ~ • ~ 'o 0 C-" . . . . _ - _~"~..2c~~-i,e~.iG ~..?i i .N.. 4 ~ S ~ ~..!•A ~.....~i.~Y.~G.I.~ E!?..Lo~S1! . - o ~ ~ ~ ~ cco ~ ~ C1. 1 . ~ ~ . ~ ~ „v....~...r. . ~ ~ INT OATE ~ ~ GNAWN 9Y: ~Re: Insulation of Footings ~ aPP'o er: ESliott Residence BRAU ' ~ .roe No. 9I0'Wild Rose Couct OwG.No, _ I I SHEii Of 11+g1nI1V501:a INTER "~F-C . SC,tIE n..v.~.~..wn.r........v.......... ~..v.•..•.... .....•~..~,.......~...n.....q~...~e........~....~....,..............~..s......n....,.......~...~ .....~..r_..,......~..........«...~.....«....... . ~.....~......w..,...~.........,....... ~ - - . BRauNSM I NTE RTEC DAILY OBSERVATION REPORT Project Report ~ Location: G 5 o Ccyx, ~-4 ~ K-t Date: Regular Overtime Personnel Classification Hours Hours [c.o Areas and work performed this day: z(~~ t` ~t ~ ~ ~tL,- 3 ~ t=rz C u ~ ~ ~ r l ~ t--,-i? 4 T fl_ ` --~i~Cr Ct <<pc~ , 1~S ca C~J« t,~ ~ 1Q ,r-,(`, rJG. nL SP I I0Cp - < j~ C~ ( ~ / ~[.1 ~ -t' rt ) U r 1~ ~I/~P1G-1 ~t r r's~ n`~`..&L° f ~ t f.8-A-4-i o 15L( Eq Z7'?? c f . ' ~ •,'T ~ ~`ljC~`7 `~'t~J i ~~l ~ ti ^7 lQ ! 'TG-~ ~ ; L~... _,d . --i . ~--c. ~ 't'~r-4" ~ J Weather: c 6ge-? ti~ Performed By: Submitted To: F: DAILY 1 t DOR-01 . . , . . , ~ ~ sRauNSM ~ I NTE RTEC DAILY OBSERVATION REPORT Project Report Location: Date: ~ Regular Overtime Personnel Classification Hours Hours Areas and work performed this day: I--~ nkvi,& c 1~ rv' 0 Sz~S2 ~ `~d. ~ 1!~^,F"~?}_<, l/ ~G1 Fi~ 7p ~ ( ld ~rnC.9 ,'/vr J . ~ D4/~~ e~c 14 f L ! n QE ~ , c ! L4 ol~!~ q _ *,~Zarm d,~ez~r- wq I I ~Q Q2 . I- ` ~ G1 c V& ~ a Weather: '7 Performed By: Submitted To: F: DAILY 1 ~ DOR-01 • Pernut Number REScheck Compliance Certificate Checked By/Date 2000 Minnesota Energy Code REScheckSoflware Version 3.5 Release 1 Data filename: C:\Program Files\Check\REScheck\Elliot.rck COiJNTY: Hennepin STATE: Minnesota ZONE: 2 CONSTRUCTION TYPE: Single Family DATE: 07/05/05 DATE OF PLANS: 5-18-05, Rev 7-05-05 PROJECT INFORMATION: Elliot Residence COMPANY INFORMATION: Millerville Inc. 1566 Murphy Parkway Egan MN 55122 COMPLIANCE: Passes Maximum UA = 713 Your Home UA = 547 233% Better Than Code (UA) Gross Glazing Area or Cavity Cont. or poor Perimeter R-Value R-Value U-Factor UA Ceiling 1: Raised or Energy Truss 2350 44.0 0.0 52 Wall 1: Masonry Block with Empty Ce11s:Interior Insulation 1575 11.0 0.0 142 Wa112: Wood Frame, 16" o.c. 432 0.0 24 Wa113: Wood Frame, 16" o.c. 3751 0.0 187 Window 1: Above-Grade:Wood Frame:Double Pane with Low-E 353 0.310 109 Door 1: Solid 55 0350 19 Floor 1: All-Wood Joist/Truss:Over Unconditioned Space 544 38.0 0.0 14 Proposed and Maximum U-Factor Averages Proposed Maximum • Average U-Factor Allowed U-Factor Above-Grade Windows and Glass Doors 0310 0.370 Includes Foundation Windows > 5.6 ft2 Floors Over Unconditioned Space 0.026 0.033 LOT SURVEY CHECKLIST FOR RESIDENTIAL ' BUILDING PERMIT APPLICATION , PROPERTY LEGAL: ~b l 3~, I~IC~lC1 ~~Zo~~t-I Oa-kS Z"~ DATE OF SURVEY: b~Z~~cS LATEST REVISION: d • a~ c R t V ~ o z a DOCUMENT STANDARDS • Registered Land Surveyor signature and company ? ? • Building Permit Applicant )2r ? ? • Legal description ? ? • Address lCy ? 0 • North arrow and scale ? 0 • House type (rambler, walkout, split w/o, split entry, lookout, etc.) ~ ? • Directional drainage arrows with slope/gradient %r 5&-4.AAvk Waul ~f it s, r ~ • Proposed/existing sewer and water services & invert elevation ~ ? ? • Street name ~d ? 0 • Driveway (grade & width - in R/W and back of curb, 22' max.) ? ~ • Lot Square Footage p" ? ~ • Lot Coverage ELEVATIONS Existin ,P( ? ? . Property corners 'z ? p • Top of curb at the driveway and property line extensions ,e( 00 • Elevations of any existing adjacent homes • Adequate footing depth of structures due to adjacent utility trenches ~ ? 0 • Waterways (pond, stream, etc.) Proposed X ? ? • Garage floor ? ? • Basement floor ? ? • Lowest exposed elevation (walkout/window) ? X • Property corners- SG+c&J Q08p.ted, d/e'l. A/'a/ay'ne'-.g • Front and rear of home at the foundation PONDING AREA (if applicable) ? j~ 0 • Easement line ? R( ? • NWL ? '2f ? • HWL ? ~ ? • Pond # designation ? ~ ? • Emergency Overflow Elevation 40 • Pond/Wetland buffer delineation . Shoreland Zoning Overlay District Y • Conservation Easements DIMENSIONS ? p • Lot Iines/Bearings & dimensions • Right-of-way and street width (to back of curb) ~ p ? • Proposed home dimensions including any proposed decks, overhangs greater than 2', porches, etc. (i.e. all structures requiring permanent footings) Sho ~ . w all easements of record and anv Citv utilities.within those easements-S~W 5~'n9 Seu~l ~ an ~a.c,rL ~~r7° ? ~ fDe . Setbacks of proposed structure and sideyard setback of adjacent existing structures 4 ,a4 ? ~1' • Retaining wall requirements: ~ Reviewed By: Date G L~ G:/FORMS/Building Permit Application Rev. 11-26-04 Surveyor I s Certificate ~S URVEY FOR : Millerville Inc. DESCRIBED AS : Lot 3, Block 1, ROYAL OAKS 2ND. ADDITION, City of Eagan, Dakota County. Minnesota and reserving easements of record. IFWED By Date 910 EN(8I1YE G JD• ° 19 WILD R 0 SE C 0 UR T EAGAN 890.3 R IEWFD \ BY ~ N 9B 0 7. L=39.02 E /OrS R=270.0~ 8~ _8°1 6 8_-,s ~ k*0NS DEPTO, lBaAWK OR SOD Exist. Hbm I \ \ ~ ~ i ~ I ~Q\~ s • 882.6 o' 0 ; asz.s 10 o 592.0 ~ ~ 3 0 0 ~2 Ag~ 691.3 ;0 -4? 891.~.~?Jr„ m .2.0 2.0 891.3 H Exst. i !00 o•~ 891.2 691.4 Tob=894~.0 I N o6.00 {°o ed ~ 15.50 T~`~° i I o 2rop 0 893.0 j in 7- ~ 4.50 9'pcw w/o o \ I 55 .0 T o (n 00 I I N f~~ 892.2 I p 890.2 ~ 41501 0 33.50 Garage 0 0 10.0~ 890•7 I ~ O p ~ -T - ~1 p J ~ I 7 883.5 A Dock -i~ aa. p ° g o eto ~ v 886.3 ,00 - izoo ° 22.00 ez I = ~ ~ BH7.Z I nl ~ 883.5 87. B7. ~ --a 869.6 ~ Existin Ret. Wall. W j eaa. 9 O ~ l O / i e~: 1 M~QY16~1T1 ; 1 I 0.0 I I_ 0 2 882.5 ~ Y OP RetaBP~ing ~~l Wil , ~ I ~ 883•2 I ~ _ - / ~ ~equ9P8d POrt, 1' I I r-- 1 EP-2.1 EIev=865. MH Rim= 883.9 E.O.F. ~ _a \ ~ 11 sf0~ FES Drainage & Utility Drninaqe and Utlitly Eaeeme i i 67.3 Easement BB9.2 o/ 889.2 4r 87R. N 890 50'41 W 125.00 ~ BB1.5 885-.9 -sodded- ; BB1.5 -r-----------------~ ~ i r_j I • L~ L 0 T SQ. F00 TA GE = 22,706 ~ RExst. ombler ~J HSE SQ. F00 TA GE = 2 374 ~ 13cs , 7ob=892.3 rll L 0 T CO I/ERA GE _ 10. 77o 66 86:0 G Pr j c5tored 12S' % ~ I ~00~jp61007BDOB/e~e ~ I / 6y„Dqo~~~~~i~ PROPOSED ELEVATIONS o~~~~ BENCHMARK, Top of Foundation = 892.7 o Nb Garage Floor = 892.3 B a s e m e n t F l o o r = 884.0 Aprox. Sewer Service = 880.5 MIN. SETBACK REQUIREMENTS Proposed Elev. Existing Elev. _ Drainage Directions Front - 30 House Side - 10 Denotes Offset Stake SCALE: 1 inch = 30 feet R@C]f - 15 Garage Side - 5 JOB N0: I HEREBY CERTIFY THAT THIS IS A TRUE AND CORRECT REPRESENTATION HEDLUND OF THE BOUNDARIES OF THE ABOVE DESCRIBED PROPERTY AS SURVEYED 0513-285 BY ME OR UNDER MY DIRECT SUPERVI510N AND DOES NOT PURPORT TO BOOK: PAGE: SHOW IMPROVEMENTS OR ENCROACHMENTS, EXCEPT AS SHOWN. PLANNING ENGINEERING SURYEYING 2005 Pin Oak Drive Eagan, MN 55122 DATE (D CAD FILE: Phone: (651) 405-6600 (otUEY D. I.INDGREN, ND SURVEYOR Misc-05 ' Fax :(651) 405-6606 MINNESOTA UCEIVSE NUMBER 14376 ~ . Aug• 3. 2005 10:24AM Braun Intertec No-9296 P. 2 ; , s ~ ^ 7 Broun IMer?ee Corpo?atioa Phone: 932.495.2000 ; ~ . ~~~U N. 11001 Hampahire Avenue S Fmc 952995.2020 i IN! FR1EC Minncapwlis. MN L5438 Web• biouniniortec.con ~ < Au.gvst 3, 2005 , N1r. Ray Miller LV0503776 . iV`11i.1crvilie 651.686.5098 . 1566 Murphy Park-vvay ~ Ea,gan, MN 55122 ' Mr. Mll~r- . ; ; . ~ Re: Insutation of. Footings Dctail ~ Elliott Residence ~ 910 Wild Rose Court ; Fagan, Mi,nuesota ; ~ , On July 29"', we trans,nuttel a]elter tn-you r.egarding insufation of the footings at the Elliott resxdeaxce. Attached with that lettez was a sketch indieating our rconmmendeci s mdhod o£ installing the insulaticm. Since suUnnittal of that letter you persqnnel indicatr,d ; i tc) us that owr recommendcd meihod might mot he feasible in sume areas_ Atiached with ~ - this lettez is t}ae same sketch bui we have added an alternate placement of ihe intiularion. ; P1ea.5e con.tact us at 612.369.8044 if you oz your personnel havc quesiions regarding this altem.aYe_ _ . very rndy yo,xcs, . Ronald A. Shaffer, PE J Senior Lngineer = ; ~.i . Attachment: Rcvised Sketch of Footing Insulaxion ~ ! ~ : i i e . ~ ~ i . ~ 1 - . . - - Proa,idirig cregineeritig and ¢nuironmemat sntucians since 1957 A ~ I ~I N . O O CT O VnTN. A-r'/oN q • ~ . a, a~ c ~ ~ JAII co C'~ r: ~,t . - ~ „ ....~.G.TE.!"•~~Ai . ~ J/ ccD IL3 . N CO O'Y IN f O~TE . ~f Q A DAAWN BY: 7-Za1 Re: Insulacion of Footings ~ ~ ~ ~ ~ ~ ~ APP'e aY: Elliott Residencs ~ . .,oe Na. 9; 0 Wild Rose Gouct ~ N T E RTE ~ OWG.No, sH~=1 0F Eagaa, Minnesota SCkLE Fyor 70 $uk r ' .._._..,,.........w......,,._....._..... . Aug 02 OS 01:27p McGhie a Hetts-nFLD 507-645-2842 p.l ?oDG4l °l/'o "w/ZA JQ,03,( e r' FACSIMILE TR,ANSMISSION CQVER SHEET . ~ ATTN: Ray Miller -i- COMPANY: ~ FAX NUMBER: 651-686-8098 TIME SENT: 1:34 PM ~ PHONE NUMBER: DATE SENT: 8/2/2005 N o r t h f i e 1 d M i n n e s o t a TOTAL # OF PAGES WITH COVER SHEET 7 . ORIGINAL WILL BE MAILED: NO ~ Land Surveying RE : v~c Civil Engineering FROM: Tabitha Walsh Geotechnical Engineering If you do not receive the number of pages indicated or if you have prablems with the transmission, please call 507-645-0964, Construcdon Material Testing SSAGE: Environmental Services , i i ~ This telefaxed information is intended only for the use of the individual or entity to which it is addressed and contains information that is private, privileged and 1604 Riverview Lane confidential. If the reader of this message is not the intended recipient, the Northfield, MN 55057 'employer, ernployee or agent responsible to deliver it to the iniended recipient, you are hereby notified that dissemination, distribution or copying of this Tel. 507.645.0964 communication by any means or in any manner is strictly prohibited. If you have Fax. 507.645.2842 received this fax in error, please notify us immediateIy by telephone and return the original message to us by mail at the above address. e-mail. mlcAmbi-nf.com Rug 02 05 01:27p McGhie 6 Betts-NFLD 507-645-2842 p.2 f , . MOISTURE DENSITY RELATION OF SOILS ; PROJECT: DATE: 8/2I2005 ~ Royal Oaks Znd Addition, Block t/ Lot 3 CLIENT/MBI N5166/N5399 B' Eagan, MN N o r t h f i e 3 d M i n n e s o t a REPORTED TO• COPIES TO: tsoa Riverview Lane Bandy Excavating ~ N«,nfielo, MN 55057 15394 Faribault Boulevard Tel. 507.645.6964 Faribault, MN 55021 Fax. 507.645.2842 Atm: Ryan Bandy e-mail. mtC@mbl-M.com Epual OpporWniry Empioyer MET}iOD OF TEST: X ASTM D698 Method: C Rammer Type: X Circular ASTM D1557 Method: Sector SOfL CLASSIFICATION: Sand with a little Silt and Gravel, Fine to Mediiun Grained, Reddish-Brown (SP-SM) SAMPLE NUMBER: I PERCBNT +#4: 10.9 PERCENT + 3/4: 3.2 MAXIMUM DENSITY: 128.4 OPT`IMUM MOISTURE: 8.9% 130 . : ; , . , . . . ~ - --~---i - ---r- i 129 i ~ 128 ~ ; - ; ; ' 127 ~ ~ . ~ - ; - ~ , aU 126 _ ~ , ` - ! ~ - ; ~ 125 _ ~ ~ - ~ - . ~ $.(',123 _ A 122 121 120 3 4 5 6 7 8 9 10 11 12 13 14 ; Moisture Content - °/a ; - BARRY J. HENTZ McGHIE & BETTS, INC . ' Rug 02 05 01:27p McGhie 8 Hetts-NFLD 507-645-2842 p.3 - COMPACTION TEST RESULTS ' PROJECT: DATE: 8/2/2005 ~ Royal Oaks 2nd Additian, BIock 1/ Lot 3 CLIElYT1MBI N5166M5399 ~ Eagan, MN ~ N o r t h f i e l d REPORTED TO: COPIE5 TO: M i n n e s o t a Bandy Excavating 1604 Riverview Larte 15394 Faribault Boulevard NoAhfield, MN 55057 Faribault, MN 55021 rei. 507.645.0e64 Attn: Ryan Bandy Fax.507.645.2842 e-mail. mlc@mbi-nf.com qua r TEST NUMBER: 1 2 3 DATE TAKEN: 08/01/05 08101/05 08/01105 SOIL CLASSIFICATION: Sand with a little Sili and Sand with a little Silt and Sand with a little Silt and Gravel, Fine to Medium Gravet, Fine to Mediurn Gravel, Fine to Medium Grained, Reddish-Brown (SP- Grained, Reddish-Brown (SP- Grained, Reddish-Browv (SP- SM) SM) SM) Proctor # l Proctor # 1 Proctor # 1 LOCATION: 7' South and 7' West of 8' South and 21' West of 14' South and 18' East of Northeast Building Pad Corner Northeast Building Pad Norrhwesi Building Pad Stake, Lot 3Block 1 Comer Stake, Lot 3Block 1 Corner Stake, Lot 3/13lock 1 (Engineered Fili) (Bngiaeered Fill) (Engineered Fili) ELEVATION: Finish Grade Finish Grade Finish Grade PROBE DEPTEi: 12" Backscatter Backscatter FIELD DENSTTY DETERMINATION: SAND CON6 METHOD ASTM: D1536 X NUCLEAR DENS. ML•TH_ ASfM: D2922 DRY DENSITY (pct) 124.6 128.8 1262 MOISTIJRE CON7'ENT 6.8 6.2 6.8 PLUS #4 MATERIAL 10.9 10.9 10.9 X ESTMATED ACTUAL LABORATORY MOIST[JRE-DEIVSITY DETERMINATION: X STANDARD PROCTOR A5CM D698 (MEIHOD C): MODiF1ED PROC.'COR ASTM D1557 ( MEl'HOD ) MAX. DRY DENSITY (pcf) 128.4 128.4 128.4 OPTIMUM MOISTtJRE 8.9 8.9 8.9 TEST RESULTS: REL COMP. OF PROCTOR 47 100 1/2 98 1/2 SPECIFIED MINIMLJM 95 95 95 REL. MOIST. OF OPT.) SPECIFIED MAXIMUM REMARKS: Compacrion test results present the results of soil compaction at only the locarions tested. No warranty is implied regarding fili compaction at other Iocations. BARRY J. HENTZ McGHIE & BETTS, INC , Rug 02 05 01:27p McGhie a Betts-MFLD 507-645-2842 p.4 REPORT OF: EXCAVATION 4BSEI2VATION ;i Project: Royal Oaks 2°d Addition, Block l, Got 3 Date: 7-30-2005 910 Wild Rose Court MBI#: N5166/N5399 Eagan, MN N o r t h f i e 1 d Reported To: Bandy Excavating and Trucking Copies To: M i n n e s o t a 15394 Faribault Blvd. Ray Miller (Fax) Faribault, MN 55021 Attn: Mr. Ryan Bandy Land Surveying Civil Eng'ineering INTRODUCTION Geotechnical Engineering construction Material Testing This report concerns our observation of soil conditions for a residential home to be Emironmental Senrtces constructed on Lots 3 in the Royal Oaks Second Addition Development in Eagan, Minnesota. Mr. Ryan Bandy of Bandy Excavating and Trucking requested us to perform the following: 1. Observe the soils exposed by the excavations. 2. Perform density testing on a will-catl basis. 3. Provide a wzitten report summarizing our work CONCLUSIONS Based upon our shallow hand-auger borings and visual observations, it is our opinion the unsuitable soils at planned footing elevation have been removed from the foundation support area and the excavation was extended to the native clayey sand. For an assumed soil bearing stress of 1,500 psf, it is our opinion tEiat the foundatian and slab support systern could be placed upon the clayey sand, or upon engineered 16D4 Riverview Lane Northfield, MN 55057 fills developed upon the native soils. Tel. 507.645.0964 Fax. 507.645.2842 e-mail. mlc@mbi-nf.eom Established 1995 Equa OppotlunitY EmWuy- Rug 02 05 01:27p McGhie & Betts-nFLD 507-645-2842 p.5 REPORT OF: EXCAVATION OBSERVATION , ~ PROJECT: Block I, L,ot 3 Royal Oaks Second Addition Development - Eagaa, MN DATE: 7-30-05 PAGE: 2 MBI N5166/N5399 In certain azeas, an engineered fill was required to achieve planned building elevation. In these areas, it was recommended that any new fiIl placed below the footings and Soor slab be compacted to at least 95% of ASTM D698, the Standard Proctor. You should be aware that the exposed clayey sands coutd easily be disturbed by construction traffic, especially in wet conditions. Furthermore, with below freezing temperatures, these soils may freeze if not protected. In either case we recommend any such disturbed or frozen soils be removed prior to footing or floor slab placement. It is important to review the fill limits and total depth of f 11 when placing structures upon compacted fill and when fitling the excavation. The iocation of the footings must allow for at least a 1:1 slope from the bottom of the footing to the outside limits of the engineered fiIi. It is im,gortant to check this at the time of construction and to assure that dtuing filling, unsuitable soils do not encroach within the 1• 1 limits and extendine downward and outward from future footings. No subsurface explorarion was prefonned for this project; our comments concerning the soils are based on the soils observed by the excavation. The owner must understand the risk of unsuitable subsurface conditions below the excavation depths observed. BACKGROUND INFORMATiON We understand the grading work being performed at this site is the construction of a new multi-level, residential hvme. The building will be constructed with wood framed consttuction and a wood roof truss system. Masonry block walls will be constructed below grade and will be supported by a conventional spread footing foundation. Rug 02 05 01:27p McGhie a Betts-hFLD 507-645-2842 p.6 i REPORT OF: EXCAVATION OBSERVATION ~ PROJECT: Block 1, Lot 3 RoyaI Oaks Second Addition Development - Eagan, MN DATE: 7-30-05 PAGE: 3 MBI N5166/N5399 SUMMARY OF EXCAVATION OBSERVATIONS On July 30, 2405, we observed soils exposed after stripping the unsuitable soils for the foundation support area. We placed a series of shallow hand-auger borings within the exposed soils to aid in,judging the local subsurface soiI conditions. The soils were visually and manually classified in accordance with the USCS and estimates were made of their strength properties. The exposed soils did not appear significantly disturbed and were judged to be suitable for foundation support or placement of engineered fill. Soils consisting mainly of clayey sand were the predominant native soil types encountered after the unsuitable soils had 6een removed. DENSITY TESTING We have reported the results of inptace soil density tests under separate cover. The tests were evaluated according to the Moisture-Density Relation of Soils as designated by ASTM D698 (Standard Proctor). Project specifications call for a minimum compaction of 95% to be achieved in all fill placed below footings and building floor slabs. RE Work completed by us at this site has been performed in accordance with nortnal engineering standards in effect at this time and place. Other than this, no wazranty is implied as to the grading work. Rug 02 05 01:28p McGhie & Betts-NFLD 507-645-2842 p.7 - ~ REPORT OF: EXCAVATION OBSERVATION ~ PROJECT: Block 1, Lot 3 Royal Oaks Second Addition Developrnent - Eagan, MN DATE: 7•30-05 PAGE: 4 MBi NS t66lNt5399 Our observations and conclusions are based upon the plans and specifications that existed at the time the field work was completed. Any changes in the plans or specifications may result in this report being void. McGhie & Betts musi be made awaze of any revisions or additional plans and specifications in order to detezmine the validity of this report. BY: (f- ~ a~~ Bacry. Becker Engineering Technician G~~~--- - This rePort has been proofread by: Z4 Mark Osborn, P.E. Geotechnical Engineer BEB/beb 50? 645 2842 . Rug 03 05 10:35a McGhie & Betts-NFLD 507-645-2842 p.l . • ? P/0 cr. FACSIMILE TRANSMISSION COVER SHEET 'ATTN: Jeff COMPANY: City Of Eagan ~ JOC. FAX NUMBER: 651-675-5694 TIME SENT: 10:40 AM ~ etts, PHONE NUMBER: DATE SENT: 8/3/2005 N o r t h f i e 1 d M i n n e s o t a TOTAL # OF PAGES WITH COVER SHEET 5 ORIGINAL WILL BE MAILED: NO ~ Land Surveying RE: Roval Oaks 2'd Add. - Lot 31 Block 1 Civil Engineering FROM: Tabitha Walsh Geotechnica! Engineering If you do not receive the number of pages intlicated or if you have problems with the transmission, please ca11507-645-0964. Construction Material Testing MESSAGE: . Environmental SerN7ces ; This telefaxed information is intended only for the use of the individual or entity to which it is addressed and contains information that is private, privileged and 1604 Riverview Lane confidentiai. If the reader of this message is aot the intended recipient, the Northfield, MN 55057 'employer, employee or agent responsible to deliver it to the intended recipient, you are hereby notified that dissemination, distribution or copying of this communrcation by any means or in any manner is strictly prohibited. If you have Tei. 507.645.0964 Fax. 507.645.2$42 received tbis fax in error, please notify us immediateiy by telephone and return the original message to us by mail at the above address. e-mail. mlca_.,mbi-nf.com Rug 03 05 10:35a McGhie & Betts-HFLD 507-645-2842 p.2 REPORT UF: EXCAVATIUN OBSERVATION - Revised Project: Roya.l Oaks 2"d Addition, Block 1, I.ot 3 Date: 5-3-2005 910 Wild Rose Court MBI#: N5165/N5399 Eagan, MN N o r t h f i e I d Reported To: Bandy Excavating and Trucking Copies To: M i n n e s o t a 15394 Fanibault Blvd. Ray Mi11er (Fax) Faribault, MN 55021 Attn: Mr. Ryan B andy Land Surveying CiVil Engineerir?g INTRODUCTION Geotectuiical Engineering Construction Material Testing This report concerns our observation of soil conditions for a residential home to be Envirorunental Services constructed on Lot 3B1ock 1 in the Royal Oaks Second Addition Development in Eagan, Minnesota. Mr. Ryan Bandy of Bandy Excavating and Trucking requested us to perform the following: 1. Observe the soils exposed by the excavations. 2. Perform density testing on a will-cal1 basis. 3. Provide a written report summarizing our work CONCLUSIUNS Based upon our shallow hand-auger borings and visual observations, it is our opinion the unsuitable soils at planned footing elevation have been removed from the foundatian support azea and the excavation was extended to the native clayey sand. For an asseimed soii bearing stress of 2,000 psf, it is our opinion that ihe foundation and slab support system could be placed upon the cIayey sand, ar upon engineered 1604 Riverview Lane NorthTieid, MN 55057 f lls developed upon the native soils. Tel. 507.645.0964 Fax. 507.645.2842 e-mail. mic@mbi-nf.oom Established 1995 EWai OPPortah EBVGf- Rug 03 05 10:35a McGhie & Betts-HFLD 507-645-2842 p.3, ~ REPORT OF: EXCAYAT'I4N UBSERVATION PROJECT: Block 1, Lot 3 Royai Oaks Second Addition Development - Eagan, MN DATE: 8-3-05 PAGE: 2 MBI #:NS16G/N5399 In certain areas, an engineered fiIl was required to achieve planned building elevation. In these areas, it was recomrrtended that any new fill placed below the footings and floor slab , be comgacted to at least 95% of ASTM D698, the Standard Proctor. You should be aware that the exposed clayey sands could easily be disturbed by construction traffic, especially in wet conditions. Furthermore, with below freezing temperatures, these soils may freeze if not protected. In either case we recommend any such disturbed or frozen soils be removed prior to footing or floor slab placement. It is important to review the fill linnits and totat depth of fill when placing structures upon compacted fill and when filling the excavation. The location of the footings must allow for at least a 1:1 slope from the bottom of the footing to the ontside liunits of the engineered ~11. It is imnartant to check this at the time of construction and to assure that during fillinQ, unsuitable soils do not encroach within the 1:1 lirnits and extending dQwnwazd and outward from future footings. No subsurface exploration was preformed for this project; our comments concerning the soils are based on the soils observed by the excavation. The owner must understand the risk of unsuitable subsurface conditions below the excavaCion depths observed. BACKGROUND INFORMATION We understand the grading work being performed at this site is the construction of a new multi-level, residential home. The building will be constructed with wood fi-amed construction and a wood roof truss system. Masonry block wa11s wi11 be conshucted below grade and will be sapported by a conventional spread footing foundation. - Rug 03 05 10:35a McGhie & Betts-NFLD 507-645-2842 p.4 ` REPORT OF: EXCAVATYON OBSERVATION r. PROJECT: BIock 1, Lot 3 Royal Oaks Second Addition Development - Eagan, MN DATE: 8-3-05 PAGE: 3 MBT N5166/N5399 SUMMARY OF EXCAVATION OBSERVATIONS On July 30, 2005, we observed soils exposed after stripping the unsuitable soils for the foundation support area. We placed a series of shallow hand-auger borings within the exposed soils to aid in judging the Iocal subsurface soil conditians. The soils were visually and nnanually classif ed in accordance with the USCS and estimates were tnade of their strength properties. The exposed soils did not appear significantly disturbed and were judged to be suitable for foundation support or placement of engineered fill. Soils consisting mainly of clayey sand were the predominant native soil types encountered after the unsuitable soils had been removed. DENSITY TESTING We have reported the results of inplace soil density tests under separate cover. The tests were evaluated according to the Moisture-Density Relation of Soils as designated by ASTM D698 (Standard Proctor). Project specifications ca11 for a minimum compaction of 95% to be achieved in all fill placed beIow footings and building floor slabs. R.EMARKS Work completed by us at this site has been performed in accordance with normai engineering standards in effect at this time and piace. Other than this, no wanranty is implied as to the grading work. k. Rug 03 05 10:35a McGhie & Betts-NFLD 507-645-2842 p.5 , . ~ REPORT OF: EXCAVATTON OBSERVATION PROJECT: Block l, Lot 3 Royal Oaks Second Additian Development - Eagan, MN DATE: 8-3-05 ' PAGE: 4 MBI N5166/N5399 Our observations and conclusions are based upon the plans and specifications that existed at the time the field work was completed. Any changes in the plans or specifications may result in this report being void. McGhie & Betts xnust be made aware of any revisions or additional plans and specifications in order to determine the validity of this report. BY: B . Becker Engineering Technician Tlais report has been proofread by: ark Osborn, P.E. Geotechnical Engineer BEB/beb . r c BRAV N Braun Interfec Corporatioa Phone: 952.995.2000 11001 Hampshire Avenue S Fax: 952.995.2020 INTERTEC MinneaPoliS, MN 55438 Web: braunintertec.com July 29, 2005 Mr. Ray Miller LV0503xxx Millerville 651.686.5098 1566Murphy Parkway Eagan, MN 55122 Mr. Miller: Re: Insulation of Footings El 'ott Residence 910 Wild os Eagan, Minnesota In accordance with your request, we completed our observations of the footings under construction at the Elliott residence. Our work was limited to docuxnenting the soil conditions at footing level and the depth of embedment of the footings and to provide recommendations for ' insulating the footings should they require insulation. We did not testlobserve the soils regarding their foundation support characteristics. The attached Daily Report was drafted at the Elliott residence. As noted in the report, we observed that the soil cover was inadequate for portions of the east, west and the entire north footings of the proposed garage. The report goes on to provide our recommendation for insulation of the footings. As indicated in the report, we recommend that 4 inches of rigid insulation be attached to the foundation wall, extend down the foundation wall, across the top of the footing, down the side of the footing and out 3 feet from the footing. Also attached with this letter is a hand-drawn sketch of the footing with insulation. If you need additional information regarding our recommendation we are available at 612.369.8044. Very truly yours, i Paul S. Gionfriddo, PE Project Engineer Leon~A. Shaffer, PE Senior Engineer Attachments: Daily Report of July 29, 2005 Sketch of Footing with Insulation Providing engineering and environmental solutions since 1957 ¦ . Ju,1.29, 2005 3;57PM Braun No.4916 P. 2 BRAuNw I NTE RTEC DAILY OBSERVATION REPORT Project Report Location- ~UJIVA I& ,v+ 9A'7 Date, .3"ZTQ~T Regular Overtime Personnel Classification Hours Hours . ~1 c~J~ • _ ` Areas and work pertormed this day: ~ ~0 54e 4no ObSPt-L,Q,& r . • ~ cL ~a ....._.~a&e 94q,. C-M46coa 62 v 6tlig vG.. w' ~or . ijn5u t44iu~ ±1a %on s c~ngl LA, q t1 ~ < , . Weather 7D 5 ~ Performed By-. Submitted To: F- DAILY 1 , ~ • - _,~'~~~~iv~- L. - . . . = ~~j - e..,. .:f . . J !^~;g,~ t. ~ _`..:~.~'~-....!•,..~.._..~,._._..s`if f:~~ -q INT • DATE _ c DRAWN 8Y: Re: Insulation of Footings BRAU.W rq APP'o ev: Elliott Residence Joe No. 910 Wild Rose Court DWG.No. SNEET OF Eaga11, Minnesota ~ I N T E RTE C SCALE ~Avr TO Je-tai. • I I _ . J ~ . G O. ~ 7 4' 4 RESIDENTIALBUILDINGiw ~ 1 City Of Eagan 3830 Pilot Knob Road, Eagan MN 55122 Telephone # 651-675-5675 FAX # 651-675-5694 New Construction Reauirements RemodeURepair Requirements Office Use Onlv 3 registered site surveys showing sq. ft of lot, sq. ft of house; and all roofed areas . 2 copies of plan showing footings, beams, joists Certof.Survey Recd _ Y _N (20% maximum lot coverage allowed) 1 set of Energy Calculations for heated additions Tree Pres Plan Recd _ Y_ N. 2 copies of plan showing beam & window sizes; poured found design, etc. 1 site survey for additions & decks Tree Pres Required _Y _ N 1 set of Energy Calculations Addition - indicafe if on-site sepfic system On-siie'$eptic System _ Y_ N 3 copies of Tree Preservation Plan 'rf lot platted after 7/1193 Rim Joist Detail Options selection sheet (buildings with 3 or less units) Minnegasco mechaniql ven6lation fortn i Date / Construction Cost n Q Site Address )I IC(9 ~ lX Unit/Ste # ~ Description of Work h- Multi-Family Bldg _ YA-N Fireplace(s) 0) _ 1 _ 2 Property Owner ~ 14P i/1 ail-dUCsl u E'r l ~ Telephone # a~- Contractor Address CitY State Zip Telephone # ( ) COMPLETE THIS AREA ONLY IF CONSTRUCTING A NEW BUILDING - Minnesota Rules 7670 Categorv 1 _ Minnesota Rules 7672 Energy Code Category • Residential Ventilation Category 1 Worksheet • New Energy Code Worksheet (4 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 Telephone # ( ) Mechanical Contractor ~ D1 ~ M LE Telephone # ( ) l ~ 4 2006 Sewer/Water Contractor P.~AY " II Telephone # ( ) { Y I hereby apply for a Residential Building Permit and acknowledge that the information is complete and accurate; that the work will be in conformance with the ordinances and codes of the City of Eagan and the State of MN Statutes; I understand this is not a permit, but only an application for a permit, and work is not to start without a permit; that the work will be in accordance with the approved plan in the case of work which requires a review and approval of plans. ~ . ~ _ Applicant's rinte Name Applicant's ignature DO NOT WRITE BELOW THIS LINE t Sub Tvpes ? 01 Foundation ? 07 05-plex ? 13 16-plex ? 20 Pool ? 30 Accessory Bldg ? 02 SF Dwelling ? 08 06-piex ? 16 Fireplace O 21 Porch (3-sea.) ? 31 Ext. Alt - Multi ? 03 01 of _ plex ? 09 07-plex ? 17 Garage ? 22 Porch/Addn. (4-sea.) ? 33 Ext. Alt - SF ? 04 02-plex ? 10 08-plex )t 18 Deck ? 23 Porch (screen/gazebo) ? 36 Multi Misc. ? 05 03-plex ? 11 10-plex ? 19 Lower Level ? 24 Storm Damage ? 06 04-plex ? 12 12-plex ? 25 Miscellaneous Work T es 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 D@SCflptlOtl: Water Damage Yes Valuation A0bc)•~ Occupancy MCES System Plan Review 100% or 25% Census Code Zoning ~'^I + City Water SAC Units Stories Booster Pump # of Units Sq. Ft. PRV # of Bldgs Length Fire Sprinklered Type of Const u/3 Width REQUIRED INSPECTIONS _ Footings (new bldg) Sheetrock _ Footings deck) F_X f5"7r'Yn9 anD 22 FinaUC.O. _ Footings (addition) 47 v6 6 FinaUNo C.O. Foundation HYAC Drain Tile Other Roof _ Ice & Water _ Final _ Pool Ftgs Air/Gas Tests Final _ Framing _ Siding _ Stucco Lath _ Stone Lath _Brick _ Fireplace _ R.I. _ Air Test _ Final _ Windows _ Insulation _ Retaining Wall Approved By: NOV ~/uilding 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 , • Surveyor's Certificate ~ URVEY FOR : Millerville Inc. S DESCRIBED AS : Lot 3, Block 1, ROYAL OAKS 2ND. ADDITION, City of Eagan, Dakota County. ~IEWED Minnesota and reserving easements of record. By r~. Date E.AGAN ENGYNEERING DEPT. A m ~ 9 1 o_ WILD ROSE COURT DATE o F-- ~ UlLDIIVU h4oi-cIII.. i 1u016 DtPT... ~ L=39.02 N$TALL EROSION 890.5 R=270. o=RS o.o ~ su?~a~eET oR soa sso.~ L 8 16 8_-, CO r-- - - = 891.5 ~ ~ iNtSTIALL ~ - ° ~ SILT FENCE 891.3 Exist. Hpm ' I \q L 2~ 882L6 I 891.4 \ S ~0 - i 592.6 3 ~00 892.0 _~--3 00 p ~R9 ~ 891.3 ~ u.oo ~12.0 - -~?~~'?S' c x 891.3 u, . a .89~. 2.0 a v, Exst. I 1 00 ' ° ~ o' o, 891.2 891.4 r'~1 ~ Tob=894),A ~ I N 06.00 gg~.l ~ I~ i I o 2ro5to ed ~ 15.50 \ r~ I~ 0 89~QJ ~v~i z ~ 4.50 9'pcw w/o g8' .0 rn ~ p o N 0 I 00 ~ I '~J, N 892.2 I O .~4.2 ~ 1 I501 0 33.50 Garage °a 10.0% 890.7 I s ~ O se. ~ . ~ ~ p 883.5 ~ oeck ~ I ~ .886,.3 g izoo ° 22.00 ei.o e7. ~ 887.7 - i m ~ B83.5 87• 97' 869.6 Existin Ret. Wall ~p ~ 9 CrJ ~ eea. I I ~ ~I ~ O 3: ~MaxjMuMSkVe9 i I 0.0 I 0 882.5 / or Retasnang VVa61 VVi9a ~ ~equlf6d i 853.5 883.2 I ~ 88 / _"J Pon EP 2.f r EIev=565. MH Rim= 883.9 E.O.F. A ( 3torr FES Droinage & Utility Drninago and Utlltiy Easama 67.3 EaSemenf 889.2 ~ B R. N 89°50'41" W 125.00 l8e1.5 -soddeal- ; 881.5 r---------------=-1 ~ - I 1 ~ -r n . - . . . ' ~ y~ ~ i yk ? tit .~M ~'Y,~ - r---J ~LOT SQ : FOOflAGE ~ L ~ ~ Exst. ~ Rambler ~J /-7 J!_' J ,F00 T~ G~yN 1 L__ 13cs i~'' i~, ~~`'`~7 ,u~~i~{~ " 'a° j 7ob=892.3 V PROPOSED ELEVATIONS N , ~ s Top f "FoundatAon ~ °~'h'.uu ~ uuMP.: i•., ' n ~~~~Ak~~~~ ~ ",nlh~~li .u+' ~iY ~ 5M ..~i. M~ . ~ ~~r~: i i i G7,~ ~ ~ F . ~ ~ ,7.. _y~"il~ilr~ h,.-4 ~ ~ s ~^zi ~i _"`.5~ r k 1~` -'~~t~ r,•y 4 8~_ T , ~..~/i„~~ p~p, ,s, i ¢ l,~ } i' ~ _:°r ve~ ~ y r `~.vrv ~ r~ k ..w . ' . Y . ~ ~ ' - ,V ; ~4 4 I' \~lo ' h ` n p.: ~ ~ . 5 ~ u ' b~ I 1 ~ i:l 45 J ~ A 1 ~ .:i1Y ~ .M ~1'IP~} ~ { ~;fi,;; ~ a , t ' ~ri • & } r ,i~ v,. ~ r u s,' ~ fi H~,A! ~ ~~ItN `:SETBACK~ R~QUIREMENTS i. ~ ~ y 'r..~,~,,~. ~~~r `Q;++~~~ u ~~,'.t., . r ti` ' t, ~ll?~E ~ Front - 30 House Side - 10 ~ Rear -15 Garage Side - 5 Ef, ~~,W;k~.~4rd Y,~ ~•1'`r4i.U', ~,~,~~n ~ np . JOB N0: „7HA,T~ TNfS~ 1S A 7RUE'AND' CORRECT REPRESENTATION (?~J~DA~11~5 t?F'. TNE "A80VEOESCRIBEO PROPERTY AS SURVEYED 05R-285 . . MYfi ,SUPER~VISION AND DOES NOT PURPORT TO ^ ~~~~~+t~Ei~"fS bR ENCR0ACHMENTS, EXCEPT AS SHOWN. BOOK: PAGE: o ?~I N~14~ ~ ~ N~ . ~ ~ ~ • . ~ CAD FILE: V111 ED. UNDGREN, ND SURVEYOR Misc-05 ' MINNE50TA UCENSE NUMBER 14376 T 1110111 CityofEaaail 3830 Pilot Knob Road Eagan MN 55122 Phone: (651) 675-5675 Fax: (651) 675-5694 APR 052016 r Use BLUE or BLACK Ink For Office Use Permit#: /)t76:q5,9s-ift Permit Fee: Date Received: % „~ Staff: 2016 RESIDENTIAL BUILDINGtPERMIT APPLICATION Date: ` C. (6 Site Address: - l l0 �i d 1 ?J 7f P T Unit #: R elnti e bier Name: N [ I.{ -P 13 v V! I e4 L— Phone: 76°3- 670. C.2 CC rr r M Address/City/Zip: 9/0 Li/ I! Q �e,SN LNr 1 r 991 l ' 14 5"5'/ , Applicant is: Owner L — ontractor K_I ., �Ye or Description of work: 2.--0rQ r Levi)/ I l' k f Construction Cost: C 7 d 0 u ,. 00 Multi -Family Building: (Yes / No ^ ) Company: Wovy k,- ore (ii A r £, S ?, The -Contact: poo, f<fro J 4 44 r Address: % r v r Pk., City: 6 t m, `P �J'r v vsp State: I1 Li Zip: 170f b Phone: Go- 2 71- 94 7 CEmail: C40 Ufy kit- op 6) gel 04 6 K Lj e (3(`c 62-2 License #: Lead Certificate #: If the project is exempt from lead certification, please explain why: In the last 12 months, Yes No COMPLETE THIS AREA ONLY IF CONSTRUCTING A NEW BUILDING has the City of Eagan issued a permit for a similar plan based on a master plan? If yes, date and address of master plan: Licensed Plumber: Mechanical Contractor: Sewer & Water Contractor: Fire Suppression Contractor: Phone: Phone: Phone: Phone: 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.orq I hereby acknowledge that this information is complete and accurate; that the work will be in conformance with the ordinances and codes of the City of Eagan; that I understand this is not a permit, but only an application for a permit, and work is not to start without a permit; that the work will be in accordance with the approved plan in the case of work which requires a review and approval of plans. Exterior work authorized by a building permit issued in accordance with the Minnesota State Building Code must be completed within 180 days of permit issuance. - Applicant% Printed NameApplic 1 "s Signa re Page 1 of 3 DO NOT WRITE BELOW THIS LINE SUB TYPES Foundation Single Family Multi 01 of _ Plex Fireplace Garage Deck Lower Level WORK TYPES New Interior Improvement Addition Alteration Replace Retaining Wall DESCRIPTION Valuation Plan Review \! (25%_ 100% J4 ) Census Code # of Units # of Buildings Type of Construction Move Building Fire Repair Repair REQUIRED INSPECTIONS Footings (New Building) Footings (Deck) Footings (Addition) Foundation Roof: Ice & Water Final Porch (3 -Season) Porch (4 -Season) Porch (Screen/Gazebo/Pergola) Pool Occupancy Code Edition Zoning Stories Square Feet Length Width Framing Fireplace: Rough In _Air Test _Final Insulation Sheathing Sheetrock Fire Walls Braced Walls Shower Pan Reviewed By: i�- _ Siding Reroof Windows Egress Window Exterior Alteration (Single Family) Exterior Alteration (Multi) Miscellaneous Accessory Building _ Demolish Building* _ Demolish Interior Demolish Foundation Water Damage *Demolition of entire building - give PCA handout to applicant MCES System SAC Units City Water Booster Pump PRV Fire Suppression Required Meter Size: Final / C.O. Required Final / No C.O. Required HVAC _ Gas Service Test Gas Line Air Test Pool: _Footings Air/Gas Tests _Final Drain Tile Siding: _Stucco Lath _Stone Lath _Brick Windows Retaining Wall: Footings _ Backfill Final Radon Control Fire Suppression: _Rough In _Final Erosion Control Other: , Building Inspector RESIDENTIAL FEES Base Fee Surcharge Plan Review MCES SAC City SAC Utility Connection Charge S&W Permit & Surcharge Treatment Plant Copies TOTAL Page 2 of 3 city of ap 3830 Pilot Knob Road Eagan MN 55122 Phone: (651) 675-5675 Fax: (651) 675-5694 Use BLUE or BLACK Ink For Office Use Permit #: 3 `�' 1 DC Permit Fee: Date Received: Staff: 2016 RESIDENTIAL PLUMBING PERMIT APPLICATION Date: 4/25/2016Site Address: 910 Wild Rose Court, Eagan MN Tenant: J Suite #: Name: Bushlack Phone: Address / City / Zip: Same as above Name: Martin Plumbinc Inc License#: PC651171 Address: 11090 Upper 33rd St, North City: Lake Elmo State: MN zip: 55042 Phone: 651.770.0100 Contact: Dan Martin Email: dan@martinplumbing.com _ New _ Replacement _ Repair ✓ Rebuild _ Modify Space _ Work in R.O.W. Description of work: Finish lower level bath and wet bar RESIDENTIAL Water Heater Lawn Irrigation (_ RPZ / _ PVB) Septic System New Abandonment Water Softener 1 Add Plumbing Fixtures ( Main / 1 Lower Level) Water Turnaround RESIDENTIAL FEES: $60.00 Water Heater, Water Softener, or Water Heater and Softener (includes State Surcharge) $60.00 Lawn Irrigation (includes State Surcharge) $60.00 Add Plumbing Fixtures, Septic System Abandonment, Water Turnaround* (includes State Surcharge) *Water Turnaround (add $280.00 if a 3/4" meter is required) $115.00 Septic System New (includes County fee and State Surcharge) TOTAL FEES $ 60.00 CALL BEFORE YOU DIG. Call Gopher State One CaII 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.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 ar`8 ap• = .I of plans. x Dan Martin Applicants Printed Name FOR OFFICE USE: Required Inspection Meter Related ite Applicants Signature Radio Read Date: City of EaQall 3830 Pilot Knob Road Eagan MN 55122 Phone: (651) 675-5675 Fax: (651) 675-5694 r OCT 0 3 2616 Use BLUE or BLACK Ink For Office Use Permit #: T3d1 [60\ Permit Fee: Date Received: Staff: 2016 RESIDENTIAL BUILDING PERMIT APPLICATION .- - 7-0 r Site Address: coo w i' ( a 05,.p C J Unit #: Resident Owne ' Name: FAch.O I5tic, 1(Clc- �y Cat Phone: Address / City / Zip: / /0 (VI( l (4 il rj5,a r Applicant is: Owner )C Contractor Description of work: ACk c J GP e,p h Construction Cost: gt2 Company: QC (- kr o p h f k -I4 IL( r� Address: 7.3 5 !'(r' 4 t -ph VG(llie t jam, City: State:t ► Gf Zip: 4 Sys( Phone: 6 S 1 " 'Z r- 0E1171.: License #: Lead uertificate #: 1-1) 'eX t'41';1 y Multi -Family Building: (Yes Contact: If the project is exempt from lead certification, please explain why: COMPLETE THIS AREA ONLY IF CONSTRUCTING A NEW BUILDING In the last 12 months, has the City of Eagan issued a permit for a similar plan based on a master plan? Yes No If yes, date and address of master plan: Licensed Plumber: Phone: Mechanical Contractor: Phone: Sewer & Water Contractor: Phone: Fire Suppression Contractor: Phone: NOTE: Plans and supporting doc�r the information may be classified Tents that yousubmit are .considered to s non-pu�lfe it you provide specific rea conclude that they are frac secrets. CALL 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.orq I hereby acknowledge that this information is complete and accurate; that the work will be in conformance with the ordinances and codes of the City of Eagan; that I understand this is not a permit, but only an application for a permit, and work is not to start without a permit; that the work will be in accordance with the approved plan in the case of work which requires a review and approval of plans. Exterior work authorized by a building permit issued in accordance with the Minnesota State Building Code must be completed within 180 days of permit issuance. x �lo' Ap licant' Printed Narhe Applit's Signature Page 1 of 3 SUB TYPES Foundation Single Family Multi 01 of _ Plex WORK TYPES pcA New Addition Alteration Replace Retaining Wall DESCRIPTION Valuation Plan Review (25%_ 100% ) Census Code # of Units # of Buildings Type of Construction DO NOT WRITE BELOW THIS LINE _ Fireplace Garage Deck Lower Level j(O (, iC (21>SeC- Porch (3 -Season) Porch (4 -Season) Porch (Screen/Gazebo/Pergola) Pool Interior Improvement Move Building Fire Repair Repair REQUIRED INSPECTIONS Footings (New Building) Footings (Deck) Exterior Alteration (Single Family) _ Exterior Alteration (Multi) Miscellaneous Accessory Building Siding Demolish Building* Reroof Demolish Interior Windows Demolish Foundation Egress Window Water Damage *Demolition of entire building - give PCA handout to applicant Occupancy .IRC - \ Code Edition o '<- Zoning R -1 Stories Square Feet Length Width Footings (Addition) Foundation Foundation Before Backfill 70 Roof: 1 Ice & Water ..PFinal 24 Framing `A 30 Minutes 1 Hour Fireplace: _Rough In _Air Test _Final Insulation Sheathing Sheetrock Fire Walls Braced Walls Shower Pan Reviewed By: 1) Meter Size: MCES System SAC Units City Water Booster Pump PRV Fire Suppression Required Final / C.O. Required zo Final / No C.O. Required HVAC _ Gas Service Test Gas Line Air Test Pool: _Footings _Air/Gas Tests _Final Drain Tile Siding: _Stucco Lath Stone Lath _Brick Windows Retaining Wall: _ Footings _ Backfill _ Final Radon Control Fire Suppression: _Rough In _Final Erosion Control Other: , Building Inspector RESIDENTIAL FEES Base Fee Surcharge Plan Review MCES SAC City SAC Utility Connection Charge S&W Permit & Surcharge Treatment Plant Copies TOTAL PARC H- ,2' X>y � 5(1.141'. 6,6% D&cK.,$7 9')f ' s10,7S/S 55,./t, CN�> C4{2) `u6 j ;4 9--e,(;52-74, Page 2 of 3 ,S'urveyor's Certificate SURVEY FOR : Millerville Inc. DESCRIBED AS : Lot 3, Block 1, ROYAL OAKS 2ND. ADDITION, City of Eagan. Dakota County. ,Minnesota and reserving easements of record. INSTALL Exst. Tob=894`.0 ID A 910___ WILD ROSE COURT L=39.02 FAS A J i BY .. DATE ,. cf.- 4bUILDINU iigoetlr i luiv6 DEPT., STALL ESR �D BLANKET .§9.3,Q 4 �C AIM 3 891.3. P N 86.001 AA R b9i.1 I o ppro osed !' 15.50 \ ` 2� btory 8 •. i 4.50 9 Pcw w/o �l�ri 'I.0 ° inki, y iv h --� Garage $ 1.501 _ 3. 0 .- 10.04 690.7 3:1 Maximum Slopes or Retaining Waif WM Be Required 0 —100- Z1231.6 1.o0-123.6 883.2 0 882. 1 1 r-- 1 MH Rim= --4 r-� 869.6 Existing Ret. Wall i / Crabb and Utatiy Eeeem ( i Exist. Hom 882.6 Pon SP -2. f Eiev=865. S Drainage & Utility 7.3 Easement .6616r .Qtx9_ 1 1 1 1 1 r-, 1 1 I I 1 Exst. i"\-1 I'1 Rambler L__1 13cs j 1Tob=892.3 J 1 r I I 1 I 1 1 P,R.OP,OSE©'ELEVATIO N 89°50'41" W 125.00 —sodded— r• -r e 1 1 1 1 11.• {._ .. 1 1 ♦♦ •t-. Rear —15 Garage Side — 5 NISI;IS:A 1RUE`AND: CORRECTREPRESENTATION E `ABOVE .DESCRIBED PROPERTY AS SURVEYED .7,yUPERVISION AND DOES NOT PURPORT TO ENCROACHMENTS, EXCEPT AS SHOWN. N0: 05R-285 Q EY D. UNDGREN, ND SURVEYOR MINNESOTA UCENSE NUMBER 14376 CAD FILE: Misc-05 •. fil(21a r ( 1/l/ �e For Office Use I t� P4 •, i :::" E AG N : W Q, . IVE'DI 62i-18 "—I Date Received: 3830 PILOT KNOB ROAD I EAGAN, MN 55122-1810 (651)675-5675 I TDD: (651)454-8535 I FAX: (651)675-5694 APR 2 9 2018 Staff: buildinginspections@cityofeagan.com L q 2018 RESIDENTIAL BUILDING PERMIT APPLICATION Date: �' / 13 Site Address: It-f) 20 �T Unit#: 44,„ L -�7 5I _ y .. ,� , � Name: "i lU�, �t`�t (�� ��� Phone: G Address/City/Zip: M Applicant is: Owner Contractor ) i3� � Description of work: /;Ai‘71--A vJtV pop L— Construction Cost: Z L 0 a Multi-Family Building:(Yes /No ) Company: d b L-�j l (� Contact: '�►�`1 k Address: Z ) Lfi� �n City: 6 P ?A U (_ State: Zip: S S 1 OPhone: 2 -5. Email: l; 1 'Pct. N Q ' License#: Lead Certificate#: Lv i� If the project is exempt from lead certification, please explain why: COMPLETE THIS AREA ONLY IF CONSTRUCTING A NEW BUILDING In the last 12 months,has the City of Eagan issued a permit for a similar plan based on a master plan? Yes No If yes,date and address of master plan: Licensed Plumber: Phone: Mechanical Contractor: Phone: Sewer&Water Contractor: Phone: Fire Suppression Contractor: Phone: You may subscribe to receive an electronic notification from the City of proposed ordinances by signing up for an email update on the City's website at www.citvofeagan.com/subscribe. Exterior work authorized by a building permit issued in accordance with the Minnesota State Building Code must be completed within 180 days of permit issuance. CALL BEFORE YOU DIG. Call Gopher State One Call at(651)454-0002 for protection against underground utility damage. Call 48 hours before you intend to dig to receive locates of underground utilities. www.gooherstateonecall.orq I hereby acknowledge that this information is complete and accurate;that the work will be in conformance with the ordinances and codes of the City of Eagan; that I understand this is not a permit, but only an application for a permit, and work is not to start without a permit; that the work will be in accordance with the approved plan in the case of work which requires a review and approval of plans. -1-14 " 1i4-IV) Applicant's Printed Name Applicant's ignature DO NOT WRITE BELOW THIS LINE /�/i�g/ SUB TYPES 1/0 l& i*,,, C- Foundation — Fireplace — Porch(3-Season) _ Exterior Alteration(Single Family) Single Family _ Garage _ Porch(4-Season) _ Exterior Alteration(Multi) Multi — Deck _ Porch(Screen/Gazebo/Pergola) _ Miscellaneous 01 of_Plex _ Lower Level `"' ,,Pool _ Accessory Building WORK TYPES — �` New _ Interior Improvement _ Siding _ Demolish Building* Addition _ Move Building _ Reroof _ Demolish Interior Alteration _ Fire Repair _ Windows _ Demolish Foundation Replace _ Repair _ Egress Window _ Water Damage Retaining Wall *Demolition of entire building-give PCA handout to applicant DESCRIPTION Valuation 1.4 ion of enA t MCES System Plan Review Code Edition „„ eta,, SAC Units (25%_100%�” Zoning 1�j City Water Census Code Stories Booster Pump #of Units Square Feet PRV #of Buildings Length Fire Suppression Required Type of Construction Width REQUIRED INSPECTIONS Footings(New Building) Meter Size: Footings(Deck) Final/C.O. Required Footings(Addition) Final/No C.O. Required — Foundation HVAC_Gas Service Test Gas Line Air Test — Roof:_Ice&Water Final Pool:_ootings Air/Gas Tests A,Final Framing 30 Minutes 1 Hour Drain Tile Fireplace:_Rough In Air Test _Final Siding:_Stucco Lath _Stone Lath _Brick Insulation Windows — Sheathing Retaining Wall:_Footings_Backfill_Final Sheetrock Radon Control — Fire Walls Fire Suppression:_Rough In_Final Braced Walls Erosion Control — Shower Pan 1;� Other: Reviewed By: 1 V , Building Inspector RESIDENTIAL FEES Base Fee Surcharge INIV Plan Review MCES SAC V 0 til r A 1943 City SAC ()//k'r Utility Connection Charge S&W Permit&Surcharge Treatment Plant Copies TOTAL Page 2 of 3 POOL PERMIT - APPLICATION SUBMITTAL REQUIREMENTS Address: 9/0 Z//`/d i ce_ e...4. Applicant Name: /ailk &cS%Ja . to- i GENERAL INFORMATION • ¢ b o z 2 ❑ ❑ Applicant name and contact information O U ❑ Property owner name fid" ❑ ❑ Address of property J' ❑ ❑ North arrow, scale (1" = 30' or 40') fd ❑ ❑ Site Plan, drawn to scale showing location of house,pool, and other existing or proposed structures, including retaining walls and fences. ❑ ❑ Location and name of all streets adjacent to property O ❑ ❑ Directional drainage arrows (existing and proposed) zr ❑ ❑ Lot Square Footage El ❑ ❑ Lot Coverage ELEVATIONS Existing 4 ❑ ❑ House corners % ❑ ❑ Property corners ❑ ❑ If applicable, ground elevation at each end of retaining walls and at wall's greatest height / Proposed ca/n U jai Finished pool deck corners ❑ Top of proposed retaining walls (if any) and at each different elevation(if it changes) • 'I ❑ rd Pool bottom(or max. depth) 4 DIMENSIONS Existing ❑ ❑ All property/lot lines ❑ ❑ All Easements on the property Proposed OI • U Pool <.(10 ❑ i Pool plus integrated deck/patio ❑ ❑ Shortest distance from outside edge of pool deck to lot lines and house /44 Reviewed: �/I". / ���' Na m Date G:FORMS/Pool Permit Checklist/11-20-12 • i. rr.uwru, err.. Surveyors Certfwate ,Jd Cfw SURVEY FOR :MillervmBe Inc. DESCRIBED AS : Lot 3, Block 1, ROYAL OAKS 2ND. ADDI110N. City of Eagan. Dakota County. NitI EVIED ,Minnesota and reserving easements of record. By / i ;Net / Date 7/krios/ BAOAN ENOINBBRINO DEPT. �` J EA\„i A� —L • � „ws w .. , . .sww• 910 ) BY — - s1 = Tid WILD ROSE COURT DATE ,, k- i-° r tUILDJNU 10,101;t‘,1►uiuj DEPT., N 4.. '�,°. L.39.0 STALL SOD R=270.0 $ �(ET OR 890.5 A. 8°16' , 8.. a, 6 ,o • 890.7 _ yJ• INSTALL — N SILTFEN ` \ E. $$1,,'I Exiat. Han • \ \ J �.,ii �\Q`�t\� 882`6 Bali'• ' 891.4 i .•,..,...•S QC7 • Mil �3):003r, Z— /,. �g9 AMA iii w — 891.3 .•20 44 $81 ?�rj y` 891.3 Exet .10 '' c q''o; 1.z • 841.4 Tob=8941.0 • I1 ni 86.0. . ,-. ?)AL1_ i �, I o j_stored y 5 15.50 lino; is Z I 4.50 paw �r/0 •C. (!1 .f yItL4 10. ri✓ +�� o I o '� g.�j 4h7 N ( I o + �! ��� V 1 ,39 3.50 Garogo$ 10.Q� B90.T I • 0 �, II �1 - A V r__ � ,.�,� a X86-3 • ,. V 22.� , .. --i • ••.'..----------------------___ ___,____-,-.-. -.. !W 1 ��"-r�� __t 869.8 Existing Rot e. • N , i r 1 3:1 Maximum SIOpee _ l rV�-�.oa< o CID 1 or Retaining VVal WE I 63 Be Required .� 1 L Q.,1 �Dd - Pond . r-- , EP-.8.f `) ” Elevio865.1 • --1 --4 E.O.F. � ► -'.,.� \... '•! -„ r";;t�'*-•3Drokroge & Utflity �` Easement craInagand UtNpr Eaaam i y - `' � ` ;\ N 89°50'41" W 125.00 /® tir -sodded- 11151, 48193. ` t 1 1 1 ,..`, a „ rrt,f _ y ..J • I 1 '' 5' ,&' t t t�a'e. g,,�«i 4 -.7.4..r.1.-444.1+ T,,,,-„i---",-„ �.. ,.cam 1. , rJI � I I L o t Q .Ft . - G f � I 1 Exst. L-�J :•Ll�C' .� y} ' ., � .4 0i ty Rambler . /H --- �__� ob 892.3 3° x} L. O x , i�` 4to 4 p . • •,PP00ROSEb rAIIQN I .; �n ,.i t ; Y. 44: ' "�Y�l ,-i)'‘!,',:.,14i; t�i ..^„ " .r r S Wit€. '''.,•:•` • ,,_ROI.,,"' N. b4k ' , ''' a. c `' 1' ' y •,."4-4-:.-- `MINYr.S A K REQb� � f T i.t _ 1 't70111,4 s rf! :?eta^ ...''1•-11.-'1,••)•;•,-, ... > . • ,.L +4 ts,-k. <• , frril 1i , l's, Front--30 House hSide — 10" ��.f; ss/4.1... , ••'t a _ ' - Rear —15 Garage Side 5 P e 0 t _ 1 ..z,- JOB NO' ' ..; 'Tr Y1 ""R a S,I A 1RUE*'AND:°CORRECT REPRESENTATION ' ' t a : ffE'ABOVE:DESCRIBED PROPERTY AS SURVEYED 05R-285 < ,;SUPERVISION ,AND DOES NOT PURPORT TO BOOK: PACE: :OR E iCROACHMENTS, EXCEPT AS SHOWN. sr: x �� ,ri�� t� • CAD FILE: r EY D. UNDGREN, ND SURVEYOR Mlsc-OS •' �- MINNESOTA LICENSE NUMBER 14376 v t �++r' , ,L ''''''t • Surveyor ' s CIs2ci/qe) SUI VEY FOR : Millerville Inc. DESCRIBED AS : Lot 3, Block 1, ROYAL OAKS 2ND. ADDITION, City of Eagan, Dakota County. r \/1 E\/\IE D Minnesota and reserving easements of record. By I, ofto Date -7/ar-�0.( \--------------- EAGAN ENGINEERING DEPT. 1 ' = WILD RODAT SE COURT DATE .. /-0 r - - 890" y UILD1N fiuotl✓i ithuS DEPT. .0..... .t, e N4°• L=39.02 NSTALL EROSION 890.5 R=270.00 „ a'R 891.1 BLANKET OR SOD 890.7 - - 48_-� s.6 y°° i! 891.5 % r, i INSTALL C-bo \ v SILT FENCE j �� � � �� Exist. Home • \q 4 Buil \�\ •S 06"11111111111111 882.6 8926 3 OD 892.0 91.7 B91.4 -_3- �0 ?°19891.3 �I �.� 2.00 °' x. 5" r., I�/ J P O �� car 891.3 •Zp `s- ,� 891"3 I Exst. 1UD0 Tob=8940 I N o 891.1 �C :@x.L ` . r 0 au/ , o .86.0012a..1 l 4�> IE\/\fED- � I r ao Proposed �' 15.50 \ I 4 . N ( 0 2-SPtory $ \ I $�3,Q I to o Z I 4.50 9'pcw w/o /� I P ago ' ��i Z f,to o . CA By .1i1�..�/IJ►.. 4 -� 1 o DateI �,/�\ ° � I o 'h7 N (MD pi-Z.0 •�N 5 .2 9 Garage o 10.% I 0° EAGAN ENGINEERING DEPT'. a'-'1---r- 50 Y 7,'OM. O 890.7 Q - : /"�' `.'^ tz,, `j22.40 �, • '�746 <OD ® V -4 11 ����.. , -i.-' 889.6 W ir rn I Existing Ret. Wall 3:1 Maximum S _silf� p CEO / or Retaining Wall Will s I �� . N 882. v Be Required 2.� , 1,83.6 ( "441(.4---- / X 4.1z` / ( Pon., MH Rima 1 Elev=865. io 883.9 -_i 0 ii --� E.O.F. t�i�1►�er,;(0, / N ` .., V \ Drainage and Utetty Eo..m. ` ; 67 30roinage et Utility .. Easement • i, y s112"2 41 Allim.- / STR N 89°50'41" W 125.00 /981.5 Col f'/i ( -sodded- ,81., tyN ..N N ,r�T n . t N r-� /�/1A/�//J�/� y� �J//_�/,//�, `[•'I.j�r } 7`(X/ rK �•. 'f8�9 6T+ �p4 Ay. r--J t 4/ •'' I "' - "•t-••'4+',Y' r'f'"S fgt. y: 'erF. •hl[•�.• �a 1••'x•..`, 5r n: {y p,, ,� ` r° -s .y Z''>r i1 P: },, T � h�, I r-'� �^ ..:+t< i tit 1k'� ,V4,1;ra e .�ti;i :0 , ��tl � r� S,,.r.e. ,,,f ,h r �Y,,�,., 3; rt �-� ° L:O T 1Nk• F00@1�-A G .f4•:: tr ,m , '''''°' .Exst. .J c, ',,.,- �' x"r wl '`� .esti' `,, - ,'-, 4�-. ,,t-f,•,'',,,,, .r` _ . i i Rambler_�.V ta' J t �� t' � `a w"W" q a l- b=8 •` s� -•/_0,,,•'"�; r air?, 7 Mi x a, A'�%' t� ;f. • t . ! ' r .. •' fq' P..��,5} ,ryyy , � 1''rL A> � � + .. , •PROR'OSEQ E-LEVATID S � � r � 3 � , � t r Ny:.�wa, yy� Y. P 1 ;.�l i+ i.w'^+ X51 ;'1 .:r,g v t7, .•d J n 0 i+j P, , rt p\ - p•.'1a'a .t:•.'v..tit lr• 'z'r^• i '"ly,t`"' Vr 5 l s 4 ,. rt ,' ' ee..a�. .11 ':ir , iv'+'9 t.. t .• yy i� "N ;y r J� all 1 w r F � '¢a.F�.,':.';',:,..,'',A45�. - f:: t'•'AIth r i-nO LI ':".,1::'., .._ `•'' nae t• ... •.t. '-.:1,":,, •n''',:tri*`� ''wq "1 '�''.'t,-'N .i' 9�� :5 1i /, Tp�6 D •s e r + 74 rti'k r' , r. '., ar i+.1,:Al; �i7 rl. 3ti I}� rr I. z .0q.,' s;,,. ,r4,,?• '1,.z.:•,,,•:,' , r x'r 4. ;v i 6 P ?l, .,,,..wee, �.-1 :,,. '9 0 -N• . as ..,•01, *S t•Ar e i .'f p,...-; ,yy�+NS c,, SS.. -4,,.;•..,...,..� 11• . 5 // y/�) �� k �r e� t ac' �f' 4:4- p� +1'" �'IP' r. d ; i N ,� Y m rft .a1!. V. V�Z l'�J Vl K c P y� • iii• 1511. ' c i;;� ' '' a'4, t �4 4N 'S A K 'REQ'�R M� 1� N,,��tx 1/.__/;.,:.„ tL�• ' 'rr poi v ,ES :>,' '• .r,.: Front -30 House Side - 10 'Hieb '30.fie.t"'.•• Rear -15 Garage Side - 5 ,ThIS,IS,,A 1RUE''AND CORRECT REPRESENTATION JOB NO: E ABOVErDESCRIBED PROPERTY AS SURVEYED 05R-255 ►LR,ET,,SUAERVISION AND DOES NOT PURPORT TO R:'ENCROACHMENTS, EXCEPT AS SHOWN. BOOK: PACE: -[2--- - ' .'•M' / D. • CAD FILE: - V / • _� EY D. UNDGREN, ND SURVEYOR MINNESOTA LICENSE NUMBER 14376 Misc-05 ` '' Surveyor 's ........ ,-2-,• .. ,-, /6--/q‘:= 9 .7___. SURVEY FOR : Millerville Inc, DESCRIBED AS : Lot 3, Block 1, ROYAL OAKS 2ND. ADDITION, City of Eagan, Dakota County. • Minnesota and reserving easements of record. By /I, h� 4 . Date 7721-70,5' ' EAGAN ENGINEERING DEPT. 1 910 f<'' �•.. k , -� F 1 WILD ROSE SE C 0 UR T BY S ,�_ DATE b• j !` _- -- h UILDI�iu iw�rtL.11 iu,v DEPT.i N 4° - L=39.02 STALL EROSION 890.5 R=270.0 .1 0 0 891.1 BLANKET OR SOD 690.7 r- _ 801 6 $ ` ys 891.5 INSTALL - `\ �• �, 11, SILT FEINCEw r- _ _ \\ 14110. 891.3 Exist. Hama ,\Q ,Q ., 6;Z � �N, •'S 882.6 $$2'13 3 DD 892. 891.4 ,. �t�st00 0 - ___\._ 3. ►0� 3J. 891.3 � 1 U•" Exst. J1 00 0 to �. • @91`� `'20 • figt �``_ Tab=8940 l o o 891.2 1A4 p 2g^/ r00Lyi 1 Ipo�6.D0) Pnr'c°n 39].l 17 ` �' W 1 N 1Propoeed ? 15.50 -. A I gy! B9141 o Z I 4.5O ,!f w/a g i :'ate bi 1 Z,10 0 , 889. N,�� �/ 7/�' p1 5 .69.0.2 F.1.1 1501, w l 3.30 t 9e $ 10.0_9, 890.7 I 8�� 0 G Dia: ere 1)' 1�.! C Iii 7 1 ! I 886.1 . vim. ix- V 22.00 v.44111. ccD� troy- 1 �� CCM ,.7 nt /J ` '_; 869.6 Existing Ret. Wall 3:1 Maximum Slopes o l i ,- o 1 or Retaining Wall Will II .� �--` I 0 2 Be Required t ql,,= ' c.c `x is;;;;--------- 83.6 � - -- ( 1_ / �z litk /// -1,` 1, 1 I -- t EP-2.f (/� k1EL@►zr,t-; 683.9 m: �_ 1 Elev=555. _"I E.O.F. ' t`�'gi� r� ' 6/ * _��. eta .-.� `i 1�♦ `4%..._ '., ♦A� `"'�,� ��;;,F � Drainage de Utility orals and Utatr Epsom. s ""= 3 Easement COOL sO /11 r. IJdlilet,.► .:N f -aoddaao50'41" W 125.00 /881.5 4,47. ; rr` ��1 7/ �� � • _ 1681.5 ) 1 1/604-3"--y; ;i 1 1r, 1 1 �1 �j }y/� •,�.�/ // 7/ If /j (.r' a 1pY F �fI a j__, r��1 1' L /G (• 'V";*,.. 1.' T- ,..,y f', t4.r,!errA ' ? i1 !". �t� r''I ,�xf� .+if* ' ': ri yi Ent. L'I' D 'a /�r, . ,�`['A....y. ? i"i W;.�t�`"•-t• r „,.4,G .:1t�t ,A� t � 4 1 Rambler !':'''HSE,.' • QP V i'l pr ''e i " .et ,x yy 9 � 1 `1b-8 d [ .5� 0' itl ::L bks,` �M 4grj 4Ti t. its ,'o y 'sPROPOSED E'EVATI©�S; , ,',4-'0,, L1. ,,,,,..z„4_,..... .-„,„. `SiJC �ltiaNi ,'�' __'+ .. ' 0,`{1Jh , '.1t,.'P," , ''''.43:.1"/1:4;;;.";1 .. ....._7'2J\ -1_ ^4 - {- • i. _im a 'I.F.4 o 1 •,�. ....,,., ;•,•:1, .:., , A tY'1- � a 11 4' S, Y i P-r M^"..L.,‘, ',. �i ..• 2`�ii1 i i MY` f 1,,. r - _• ' I. N .,+1 t1....;. ''::'(, -' r,t,,, ��..' � 'r f ">r+,',,'.. OZ, V ���'1'�/ V t V 4 's '-• • r 4`j 1 ::A,� y' + .5 ACK'.. 4 I ME ''i lI 01;0 ' .r, Front -30 House Side - 1O / ►r ��4 r u ?IP.+. a �.;,.. '•}• f sc►i aid�ftia, Rear -15 Garage Side - 5 7 it% r(2- , S,I5 A TRUEGAND CORRECT:`REPRESENTATION JOB Na: .. IHE-ABOVE::DESCRIBED PROPERTY AS SURVEYED 05R-285 Z-----15 - 7;,+SUP,ERVISION AND DOES NOT PURPORT TO R:'ENCROACHMENTS, EXCEPT AS SHOWN. BOOK: PACE: D. "A:..,,,At.u..*.- (,./,1 " 7--2-'-' . -3.- ... -- / • e EY D. LINDGREN, CAD FILE:ND SURVEYOR Misc-05 MINNESOTA LICENSE NUMBER 14376 tin PERMIT City of Eagan Permit Type:Plumbing Permit Number:EA153368 Date Issued:12/13/2018 Permit Category:ePermit Site Address: 910 Wild Rose Ct Lot:3 Block: 1 Addition: Royal Oaks 2nd PID:10-64801-01-030 Use: Description: Sub Type:Residential Work Type:Replace Description:Water Heater Meter Size Meter Type Manufacturer Serial Number Remote Number Line Size Comments:Please call Building Inspections at (651) 675-5675 to schedule a final inspection. Allow an 18" minimum radius clearance to the water meter from all appliances (i.e. furnace, water heater, water softener). Fee Summary:PL - Permit Fee (WS &/or WH)$59.00 0801.4087 Surcharge-Fixed $1.00 9001.2195 $60.00 Total: I hereby acknowledge that I have read this application and state that the information is correct and agree to comply with all applicable State of Minnesota Statutes and City of Eagan Ordinances. Contractor:Owner:- Applicant - Michael A Bushlack 910 Wild Rose Ct Eagan MN 55123 (763) 670-5255 Bonfe's Plumbing & Heating 455 Hardman Ave South St. Paul MN 55075 (651) 228-7140 Applicant/Permitee: Signature Issued By: Signature PERMIT City of Eagan Permit Type:Mechanical Permit Number:EA159718 Date Issued:01/13/2020 Permit Category:ePermit Site Address: 910 Wild Rose Ct Lot:3 Block: 1 Addition: Royal Oaks 2nd PID:10-64801-01-030 Use: Description: Sub Type:Residential Work Type:Replace Description:Furnace & Air Conditioner Comments:Questions regarding electrical permit requirements should be directed to State Electrical Inspector, Mark Anderson at (952) 445-2840. Please call Building Inspections at (651) 675-5675 to schedule a final inspection. Fee Summary:ME - Permit Fee (Replacements)$59.00 0801.4088 Surcharge-Fixed $1.00 9001.2195 $60.00 Total: I hereby acknowledge that I have read this application and state that the information is correct and agree to comply with all applicable State of Minnesota Statutes and City of Eagan Ordinances. Contractor:Owner:- Applicant - Michael A Bushlack 910 Wild Rose Ct Eagan MN 55123 (763) 670-5255 Bonfe's Plumbing & Heating 455 Hardman Ave South St. Paul MN 55075 (651) 228-7140 Applicant/Permitee: Signature Issued By: Signature PERMIT City of Eagan Permit Type:Building Permit Number:EA168605 Date Issued:04/27/2021 Permit Category:ePermit Site Address: 910 Wild Rose Ct Lot:3 Block: 1 Addition: Royal Oaks 2nd PID:10-64801-01-030 Use: Description: Sub Type:Reroof Work Type:Replace Description:Does not include skylight(s) Census Code:434 - Residential Additions, Alterations Zoning: Square Feet:0 Occupancy: Construction Type: Comments:Please print pictures of ice and water protection and leave on site. We encourage you to retain an electronic copy of photos until the project passes a final inspection. *Roof permits issued between December and March will be inspected in the spring or when weather warms up. Valuation: 5,000.00 Fee Summary:BL - Base Fee $5K $118.00 0801.4085 Surcharge - Based on Valuation $5K $2.50 9001.2195 $120.50 Total: 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 - Michael A & Shelagh M Bushlack 910 Wild Rose Ct Eagan MN 55122 Evergreen Construction Company Inc 1200 Centre Pointe Curve, #175 St Paul MN 55120 (651) 209-3130 Applicant/Permitee: Signature Issued By: Signature