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1291 Wilderness LaneCity of Eagan Eagan, PERMIT City of Eaan Permit Type: Mechanical Permit Number: EA095699 Date Issued: 09/01/2010 Permit Category: ePermit Site Address: 1291 Wilderness Lane Lot: 005 Block: 002 Addition: Wilderness Ponds PID: 10-84275-050-02 Use: Description: Sub Type: e - Air Conditioner Work Type: New Description: Air Conditioner Comments: Quesetions regarding electrical permit requirements should be directed to Mark Anderson, State Electrical Inspector, (952) 445-2840 TINA NEUBAUER 16411 ABERDEEN ST NE Fee Summary: ME - Permit Fee (Replacements) $50.00 Surcharge -Fixed $5.00 0801.4088 9001.2195 Total: $55.00 Contractor: Air Mechanical 16411 Aberdeen St Ham Lake MN 55304 (763) 434-7747 - Applicant - Owner: Zachary Barlow 1291 Wilderness Lane Eagan MN 55123--281 I hereby acknowledge that I have read this application and state that the information is correct and agree to comply with all applicable State of Minnesota Statutes and City of Eagan Ordinances. Applicant/Permitee: Signature Issued By: Signature Address 1251 Wiluerness Lane Zip 55123 Lot 5 Blk Z Sub t'liltierness Poncis TEIESE ITEMS WERE / WERE NOT COMPLETE AT TfE TIME OF THE FINAL INSPECITON. Date: Yes No Inspector: Final grade (6" from sidin8) /1,14-t- Ca0--a€s !A/ S Px.iv Permanent steps (gazage) Permanent steps (main entry) 7-E-9-1 p S7E--P3 Permanent driveway Permanent gas Sod/Seeded grass TraiUcurb damage ~ Porch ~ Basement finish Deck Please ve ' with the builder the removal of roof [est caps from the plumbing system and the s6ut-off of water supply to the outside awn faucet before fteeze potenNal exists. Contac[ engineering division et 681-4645 beforo working in rightof-way or installing underground sprinkler system. ~ White - City Copy Yellow - Resident Copy Piak - Contrector CoPY 4b~ city oF eegan Sent Via Facsimile and First Class Nlail PATftiCIA E AWpDA (763421-3618) Mayor March 12, 2002 PAULBAKKEN PEGGY CARiSON CYNDEE F[ELDS MR MATTHEW A ANDERSON MFG.iIUEY BABCOCK NEILSON MANNELLA LAFLEUR & KLINT ATTORNEY'S AT LAW C°""d Mernbers 118 E MAIN ANOKA MN 55303 THOMPS HEDGFS Re: City Project 833, Vildmark Court Storm Mitigarion Improvements C'ryAdrniNamw` 1291 WildernessLane - TrespassConcern Dear Mr. Anderson: Munidpal Cen[er. A copy of your Mazch 11 letter faxed on the same date to Tom Hedges, City 3830 Piloc Knob Road Administrator, has been forwarded to my attention for review and comment. I Eu;an, MN 55122-1897 also had an oppomuuty to discuss Mr. Klingelhut's concerns with him personally Phonr. 651.681.4600 I in a telephone call at 7:30 a.m. this moming. After our telephone conversation, I contacted our construction management personnel who informed me that the work Fax:651.G81.4G12 proposed under the above-referenced project will be contained within all existing TDD: 651.454.8535 dedicated utility easements of record. We understand that any work beyond these easements will require authorization from Mr. Klingelhut. Maintenance Faciliry: If you have any other questions or concerns, please feel free to contact me so that 3501 Couhman Paint I can respond in a timely manner. Eagan. MN 55122 Phonr. 65I.681.4300 Sincerely, ~ Fax: 65I.681.4360 TDD: 651.454.8535 Thomas A. Colbert, P.E. Director of Public Works www.~ityofeagan.com C: Gary Klingelhut, 1291 Wilderness Lane Thomas L. Hedges, City Administrator THELONEOAKTREE 'Ihe rymbol of strengch ' and growth in our . wmmuniry I I MNCheck COMPLIANCE REPORT I I Minnesota Energy Code ~ Permit # ~ MNCheck 5oftware version 3.0 I I I I ~ Checked by/Date ~ I I COUNTY: Dakota STATE: MinnesOta ZONE: 2 CONSTRUCTION TYPE: Single Family DATE: 6-19-2001 COMPLIANCE: PASSES Required UA = 589 Your Home = 510 13.4% Better Than Code Area or Cavity Cbnt. Glazing/ooor Perimeter R-Value R-Value U-Value UA CEILINGS: Raised Truss 1476 38.0 0.0 37 waLLs: wood Frame, 16" O.C. 2865 19.0 2.0 160 BSMT: Conc. 9.0' ht/8.0' bg/9.0' insul 1100 11.0 0.0 64 GLAZING: Wi11doW5 or poors, Above Grade 670 0.350 234 DOORS 42 0.350 15 HVAC EQUIPMENT: Furnace, 90.0 AFUE COMPLIANCE STATEMENT: The proposed building design described here is consistent with the building plans, specifications, and other calculations submitted with the permit application. The proposed building has been designed to meet requirements of the Minnesota Energy Code. Builder/Designer Date LOT SURVEY CHECKUST FOR RESIDENTIAL 1 ' BUILDING PERMIT APPLICATION ~ PROPERTYLEGAL; Lo'f' ~ B(cr.~: a UI,lc~er~ESs Ta.,J9 DATE OF SURVEY: G• 2 D - 8 I ~ LATEST REVISION: ~ c m cLi DOCUMENTSTANDARDS a v O Z Q t~ • Registered Land Surveyor signature and company ~ ? ? • 8uilding PertnitApplicant ~ ? ? • Legal description m~ ? ? . Address CN~/ • North arrow and scale ? • House Type (rambler, walkout, spli[ wlo, split entry, bokout, etc.) ? • Directional drainage arrows with sbpe/gradient % ? • Proposed/existing sewer and water services 8 invert elevation / ? ? • Street name o ? • Driveway ~ ? ? . Lat Square Footage ? • Lot Coverage ? • Benchmark ELEVATIONS Existina ffr / ? ? • Sewer service (or Proposed) [R/ ? ? . Property comers • Top of curb at the driveway and property line extensbns ? • Elevations of any existing adjacent homes ? • Adequate tootlng depth of structures due to adjacent utility trenches ~ ? o • Waterways (pond, stream, etc.) Prooosed R/ ? ? . Garage floor tA~ ? o • First floor ~ ? ? . Lowest exposed elevation (walkouttwindow) ? ? • Property comers o ? + Front and rear of home at the foundation PONDING AREA fif apolkablel ? D . Easement Gne fd ? ? • NWL 63~ ? ? • H W L ~0/ ? . Pond#designatan ? ? • Emergency OveAbw Elevation / DIMENSIONS rd ? ? • Lot Iines/8earings & dimensions w . Right-of-way and street width (to back af curb) o? • Proposed home dimensions including any propased decks, overfiangs greater than 2', porches, etc. (i.e. all structu2s requmng pertnanent footings) ? ? . Show all essemenfs of record and any City util$ies within those easements ~I • Setbacks of proposed sWcture and sideyard setback of adjacent existing structures ? • Retaining wall requirements, if any SO& H o-rr; . n Cerf Reviewed: Nam ! Date 63i11/2902 20:58 HABCOCK NEILSON MRNNELLR 4 6516814612 N0.042 962 r , Bahcock Neilsorc, Mannella, N=,~N4,,1ANNV.U; I.raFleur & Klint GARYT. WIAUR- YHOr.us A. 10iM PHONE wwnAcc). FuuEx (763) 421-5151 P.L.L.P. F+tf+'KoWau.`++nrE" • A 7 T 0 R N E Y S A T L A W ~AiE~ ~~°Tjo"NSOv FAX 119FASTM.0.IIN •ANOKA,MINNESOTq 35303 "a"TT1izWa.ANDEwor: (763) 421-3618 lawyen;@bnml}:.com sm,(i~~~ . EoMUao a exeCXK. 14164 Merck 11, 2002 YIA FACSIMILE AND F'1RST Cf.RSS MEJIL (651) 681-4612 Tom Hedges cny aain;nigtracor JL a T $ 3 3 City of Eagsn aA.Sl•ktw f s 3830 Pilot Knab Road EaBaa, Minnesota 55I22 Re: City sccess to Gary Klingelhut's real graperty for aewer coastruction 1291 Wilderaesa Lane, Eagan Dear Mr. Hedges: City of Eagan staft'has indicated w Craty Klingclhut that they intend to perform work upon ot w othecwise go upon part of his propexty without aza easement, license, or permission. . We demand that you refrain from any activities on Mr. I{iingelhuYs property, except ta thc extent you are permitted to do so by eaxment, agreement,.statute, ordinance, or any other lawful instrumeat. If ihe City of Eagan, its contractors or employees trespass we will talce sucb action as the law may allow to protect the interests of our elient. Very truly yours, Matthew A. son~-! ;V'~' maan erso b lk.co MAA:dIa cc; Gary Klingelhut ' Real Peopary Lmr SpeuaAr urcfied Ey ~he Minn<~aq Smoe Siu e4:ouaeion "C.il Tria! Speeialua mrd(!ad by ehc M:n~aa4 hart ear A+faciuion *dtV oF cagan November 5, 2001 PATRICIA E AWqDA Mayor PAUL BAKKEN MR GARY KLINGELHUT PEGGY CARISON KLINGELHUT SIDING COMPANY CYNDEE FIELDS 14716 WfIITE OAK DR MEGT1UF'/ BURNSVILLEMN 55337 C°m°] Membm ' Re: 1291 Wilderness Lane• TfiOMAS HEDGES Dear Mr. Kiingelhut: CrryAdminisnator I am sending you this letter to serve as a follow-up to our conversation last week. As I mentioned, because the driveway grade was raised to allow drainage to the south, a retaining wall is required along the driveway to protect the slope. A fence to pmvide screening for the lots to the north is also required, as per the Development Contract. This Municipal Ccnter. requirement is also stated in the City Council Minutes for the Proposed Development. It 3830 Piloc Knob Road is the Engineering and Inspection Departments' position that, because the screening issue Eagan, MN 55122-1897 is a resuk of Council action, a Certificate of Occupancy will not be issued until these Phone: 651.681.4600 requirements aze met. . Eac: 65I.681.4612 Please give me a call at 651-681-4641 if you have any questions. TDD: 65I.454.8535 Sincerely, ~ mtaincmw« Facifiry: 3501 Coachmm Point Eagan, MN 55122 Joel Rausch Engineering Technician Phone: 651.681.4300 Fax:GSI.681.4360 JID TDD: 65I.454.8535 c: Dennis Nelson, 4445 Vildmazk Court Phillip Popehn, 4444 Vildmark Court ~.~ityoteagan.wm THE LONE OAKTREE The rym6ol of sirength and growfh in our communiry ERFIISIi "S" 1. A variance shall be granted for the length of cul-de-eac street conetruction for Wildernese Curve. 2. All grading, street and u[ility construction shall be in confotmance with current City engineering design atandards, 3. All drainage, utility and ponding eaeemente ehall be dedicated with the final plat of sufficient size to accommodate all pablic utilities aad ponding areas. 4. This development shall aesume all coets aseociated with the installation of streets and utilitiee to sezvice this aubdivision. 5. Park land dedication by way of land or caeh shall be resolved prior to final plat, in addition to any questions in regard to previous park designations. 6. All standard plat conditions shall be adhered to. 7. The excesa portion of Wildernese Curve at the southeast quadrant of Wilderness Curve and Wilderness Run Drive shall be vacated in conjunction with final plat approval. 8. This development ahall dedicate 60 foot rights-of-way for public streets, except for Wiidernesa Curve, east of Ches Mar Drive. 9. All standard plat conditions ahall be adhered to. ~10~. The developer shall be reeponaible for trees and landscaping along the northern property line in the area of the accesaee to Lots 5 and 6, Block 2, to provide screening to the lots to the norih from headlights of care acceaeing Lota 5 and 6. Council Minutes August 19, 1986 3, all drainage, utility::::::and ponding easements shall be dedicated with the final plat of sufficiert£ size to accommodate all pubIic utilities and ponding areas. 4. This development ~shalT~~~ . a .ssuciea11 costs associated with the installa[ion of streets and uti;lities to service this subdivision. 5. Park land dedication.by way of land or cash shall be resolved prior to " final plat, in addi[ion to any questions in regard [o previous park designations. 6. All standard plat coqc3:xtions:.s.ha11 be adhered to. 7. The excess portion otWilde.rness Curve at the southeast quadraat of Wilderness Curve and Wilderne~ss Run Di~3ve shall be vacated in conjunction with final plat approval. 8. This development sha11.dedicate60foot rights-oE-way for public streets, except for Wilderness Curve, east of Ches Mar Drive. 9. All standard plat condi[ions shall be adhered to. ~10;> The developer shall be responsililE':;: for trees and landscaping along the northern property line in the•;::area:;o.::'t6e accesses to Lots 5 and 6, Block 2, to provide screening to the:::Lqts>'ro[kie north from "headlights of -cars accessing Lots 5 and 6. All voted affirmatively. MARSTAD ADDITION - PRELI:SINARY PLAT An application of Steve Karstad for preliminary plat approval of Mars[ad Addition consisting of 4 singlg.,family lots on 2 acres on the south side of , Cliff Road, west of the Ridgecl:if~Wation-differential, ::Atia:iiion was next considered. Dale Runkle outlined the concept aTiq"' proposed for the area with the road continuing through, noCi;v;g may create a need for an alternative development,;for the„street. He further stated ehat the rezoning application had not::(iu'gn subaiitted because the owner had desired to simply detexmine whether the Couiic2l~ie:~ieceptive [o the proposal. Steve Marstad was present and indicated he purchased the two acre parcei in 1970 and further, that he was not involved in the determination by the City . Council vhen the street had been stubbed to the east line. He further stated that he did not desire to develop Nokia,;Way, but proposed a driveway to allow him to construct one additional: residence at the present time, with driveway from Cliff Road:;::;:iJayneEoi:49, Surveyor, explained that there is a high knob that would hav,g::;:::~to be cut'::::d:own to accommodate Nokia Way extended westerly, and suggested that a street be constructed at a later date with the tao southerly lots no:t:i developed at:.;zhe presen[ time. ~ , - *dtV oF eaqan November 5, 2001 PATRICIA E. AWADA Mayor PAUL BAKKEN MR GARY KLINGELHUT rECCYCntusoN KLINGELHUT SIDING COMPANY CYNpEE FIELDS 14716 VVfIITE OAK DR MECTTU.er BURNSVILLE MN 55337 CouncilMembers Re: 1291 Wilderness Lane - THonIns xEncFS Deaz Mr. Klingelhut: Ciry Adminisvaror I am sending you this letter to serve as a follow-up to our conversation last week. As I mentioned, because the driveway grade was raised to allow drainage to the south, a retaining wall is required along the driveway to protect the slope. A fence to provide screening for the lots to the north is also required, as per the Development Contract. This Municipal Cenrer. requirement is also stated in the City Council Minutes for the Proposed Development. It 3830 Piloc Knob Road is the Engineering and Inspection Departments' position that, because the screening issue Eagart,Mtvssizz-ts97 is a resuk of Council action, a Certificate of Occupancy will not be issued untfl these Phane: 651.681.4600 requirements aze met. . Fax: 651.681.4612 Please give me a call at 651-681-4641 if you have any questions. TDD: 651.454.8535 Sincerely, Maintenance Facility: 3501 Coachman Poin[ Joel Rausch Eagm, MN 55122 Engineering Technician Phone: 651.681.4300 Fax: 651.681.4360 jII1 TDD: 651.454.8535 c: Dennis Nelson, 4445 Vildmazk Court Phillip Popehn, 4444 Vildmark Court www.cityofeagan.com THE LONE OAK TREE The rymbol af itrength and grovrth in our communiry ~.r . ERHIBIi "B" 1. A variance shall be granted for the length of cul-de-sac etreet conetruction for Wildernesa Curve. 2. All grading, e[reet and utility construction shall be in confotmance with current City engineering design atandarda. 3. All drainage, utility and ponding easements shall be dedicated with the final plat of sufficient size to accommoda[e all public utilitiea and ponding areas, 4. Thie development shall assume all coeta aseocia[ed with the installation of streets and utilities to service this subdiviaioa. 5. Park land dedication by way of land or cash shall be resolved prior to final plat, in addition to any questions in regard to previoua park designations. 6. All standard plat conditiona shall be adhered to. 7. The excess portion of Wilderness Curve at the aoutheaet quadrant of Wildernesa Curve and Wilderness Run Drive shall be vacated in conjunction with final plat approval. 8. This development shall dedicate 60 foot rights-of-way far public atreets, except for Wilderneas Curve, eaet of Ches Mar Drive. 9. A1l standard plat conditions ahall be adhered to. = 1Di The developer shall be responaible for treea and landscaping along the nozthern property Line in the area of the accesaes to Lots 5 and 6, Block 2, to provide ecreening to the lota to the north from headlighte of cars acceseing Lota 5 and 6. ~ Council Minutes Augast 19, 1986 3. A11 drainage, utilitp::;`and ponding easements shall be dedicated with the final plat of sufficieR£ size to accommodate all pubIic utilities and ponding areas. 4. This development s.hallassiime...~all costs associated with the installation of streets and iitSlities to service this subdivision. 5. Park land dedication by way of land or cash shall be resolved prior to " final plat, in addition to any questions in regard to previous park designations. 6. All standard plat coqd:ktions,shall be adhered Co, 7. The excess portion af:,"; Wilderiiess Curve at the southeast quadrant of Wilderness Curve and Wilderness Run Drive shall be vacated in conjunction with final plat approval. 8. This development sha11 dedicate.60. foot rights-of-way for public streets, except for Wilderness Curve, east of Ches Mar Drive. 9. A11 standard plat conditions sha11 be adhered to. 10. The developer shall be responsiSle~::: for trees and landscaping alono the northern property line in th.e;;arE:a:::of::'Ehe accesses to Lots 5 and 6, Block 2, to provide screening to th2:=:fiot~>f'o ttie north from headligh[s of -cars accessing Lots 5 and 6. - All voted affirmatively. MARSTAD ADDITZON - PRELI:SINARY PLAT An application of Steve Marstad for preliminary plat approval of Marstad Addition consisting of 4 singlg..family lots on 2 acres on the south side of , Cliff Road, west of the Ridgecl:ift':;:Firs;G::Addiiion was next considered. Dale Runkle outlined the concept proposed for the area with the road continuing Chrough, noGi.vg the -xievation~iifferential, may create a need for an alternative development,.:for the„street. He further stated that the rezoning application had not:b;,~en su~itted because ehe owner had desired to simply detexmine whether theto the proposal. Steve Marstad was present and indicated he purchased the two acre parcel in 1970 and further, that he was not involved in the determination by the City . Council when the street had been stubbed to the east line, tie further stated that he did not desire to develop Nokia:.;Way, but proposed a driveway to allow him to construct one additionalresidence at the present time, with driveway from Cliff Road:;:::::Wayne-Cordes, Surveyor, explained that there is a high knob that would hav~::::;::to 6e cut'::::down to accommodate Nokia Way extended westerly, and suggesced that a street be constructed at a later date with the two souther2y lots developed at::;zbe present time. 13 G~- 13)- Vvildernes.t PonaS S~~LAJ ~14 1-4-1143S° RESIDENTIAL #q5q77- gP` 5350, J3 BUILDING PERMIT APPLICATION • 3830PILIOTKNOBRD-55122 Mp` 70' 50 657-681-4675 NewConatructionReauiremente RemodeVReoairReauireme~~9 7q l P~~ ~o, ~D • 3 registerad site surveys showiig sq. ft. of lot, sq, ft. of Iwuse; and atl roofed a2as • 2 copies of plan (20% mazimum IW coverage allowed) • 1 set of Energy Calculalions for heated additions • 2 copies of plan showing beam & window s¢es; poured found design, etc.) • 1 sile survey for exterior addi6ore 8 decks ~ 55 I I • 7 set of Energy CaICWa6ons . Indiwte if home served by septic system for adddions . 3 copies of Tree Preservation Plan if lot platled aRer 771/93 • Rim Jaist Detail Optians selection sheet (bldgs with 3 or less unifs) TE VA UATIO ~5~1 Dl7D I~ JOB SITE ADDRESS G.Ii JdCNFyI'SS 4/1 IF MULTI-FAMILY BUILDING, HOW MANY UNITS? PROPERTYOWNERJCIiI~KrI~^ /WK TYPE OF WORK FIREPLACE(S 01 _ 2 APPUCA i PHONESS°JE-US3-( ADDRES L/~/j~ 3-- ZIPCODE_5Z-33'`/ PAGER # CELL PHONE # NEW RESIDENTIAL BUILDING ONLY - FILL OUT COMPLFn~'rlr5 Energy Code Category MINNESOTA RULFS 7670 CATEGORY 1 ~ (check one) Residentlal Ventilation Category 1 Worksheet Subm/ -0! Energy Envelope Calculations Submitted MINNESOTA RULFS 7672 ~ - New Energy Code Worksheet Submitted Plumbing Conhactor. OG, m l'Vl Phone Plumbing System Includes! _ Water Softener _ Lawn Sprinkler Fee: $90.00 _ Water Heater _ No. of R.I. Baths _ No. of Baths Mechanical Contractor. Vo"t!,44VV- Q~~"-&+g 4' HPG fi-wy Phone ~k Mechanical System Includes: _ Air Conditioning Fee: $70.00 Heat Recovery System Sewer/Water Conhactor: 1L lG2 v+,, l.v`. Phone All above information must be submitted prior to processing of application. I hereby acknowledge that I have read this application, state that the infor on is correct, and agree to compiy with all applicable State of Minnesota Statutes and City of Eagan Ordin es. Signature of Applicant Certificates of Survey Received ~ Tree Preservation Plan Received _ Not Required ~ Updated 1101 OFFICE USE ONLY w ? ' Y ? Ot Foundatlon ? 07 05-plex ? 13 18-plex ? 20 Pool ? 30 Accessory Bldg ' ~ 02 SF Dwelling ? 08 06-plex ? 16 Fireplace ? 21 Porch (3-sea.) ? 31 Ext. Alt - Multi ? 03 01 of _ plex ? 09 07-plex ? 17 Garage ? 22 PorchlAddn. (4-sea.) ? 33 EM. Alt - SF ? 04 02-plex ? 10 08-plex ? 18 Deck ? 23 Porch (screened) ? 36 Multi ? OS 03-plex ? 11 10-plex ? 19 Lower Level ? 24 Storm Damage ? 06 04-plex ? 12 12-plex Plbg_Y or _ N ? 25 Miscellaneous v 31 New ? 35 Int Improvement ? 38 Demolish (Interior) ? 44 Siding ? 32 AddiGon ? 36 Move Bldg. [3 42 Demolish (Foundation) ? 45 Fire Repair ? 33 Alteration ? 37 Demolish (Bldg)` 0 43 Reroof ? 46 Windows/DOOrs ? 34 Replacement 'Demolitian (Enti?e Bldg only) - Give PCA handout to applicant Valuation G~1 ~ooZ--,gp- Occupancy 3 MC/ES System ~ Census Code /o l Zoning City Water SAC Units tl Stories d Booster Pump Nbr. of Units Sq. Ft. ! PRV Nbr. of Bldgs ~ Length 76? Fire Sprinklered Type of Const Width s 2 REQUIRED INSPECTIONS Footings (new bldg) Final/C.O. _ Footings (deck) J'J FinallNo C.O. Footings (addition) _ Plumbing ~ Foundation _ HVAC Drain Tile Roof Ice & Water Final Other ~j Framing _ Pool _ Ftgs _ Air/Gas Tests _ Final ~ Fireplace _ R.I. _ Air Test _ Final _ Siding Stucco Stone -71:51 Insularion _ Windows (newlreplacement) Approved By , Buiiding Inspector Base Fee surcharge /~~~k l S z Plan Review MC/ES SAC ~A-P~v z- LCU6~- arysac /~17~x Sy = 79,761 yc Water Supply 8 Storage S&W Permit & Surcharge Treatment Plant Plumbing Permit 3l G 7A V~- Mechanical Permit License Search a5- Copies Other Total a V) i; ~c M~I~~~~ y ; ~ , , ~ ~ ~t ~ ~ TOP 0~' SPII~E . ~~EV.~926.~1 c~ ~ti~?~.~ ~ 1 ~ _ ~ N. /11 ITI r ~ V~~~t ~ •~,ot 5, Bloc~c 2, WILD~RNE~S PONDS • PROPERTY DESCRIPTION. p ~S. . 927.7 Dakota Count Mmnesota. t. Buildi~ dimens~ans shown are for ~26.0 _ _ , 9 ° ° harizcmtal ~C verticai pincement of structure A Denotes set spike . L,, ~ 926.9 onl . See orchite~kural lons for b~tifdin o Denotes set iron monument ~onument z ~ a~ r, y ~ 9 • Denotes found iron monum~rtt w ~ c~ ~ c~ & foundat~on d~rnensro~s ~~27.6 D~notes existin elevo#ion monument ~i wa#ion ~ tZ C4 ~ We hereby certify that th~s is a true and carrect survey of the abo~re 9 01 ' 6^~ 2. No e~ific soils in~est' ation has been (9~0.0) Denot~s proposed elevation -levation ~ described prapert and that it was rformed b me or under m ~ ~ n te r ra?na N Y l~' Y Y Oe o s p~posed d g~ / completetl on this tat by James R. H~II, Inc. irairtage ~ o c~ direct supervision ~nd that I am a d~aly I.tcensed ~urvey~r ~nder the The suita~ility Qf soils to support ttte specific E N; Z 9 3,o w laws of the State of Minneso~a. That this survey does not purport to , c~ . 924.3 . house ro ased rs nof the r~~ib7rt of B~n~h ~tark:.~..-nvk-coR,~.o~s a a~ ~ rsa& 5. cc ro ~ ~ s h o w a l l i m r o v e m e n t s, e a s e m e n t~ o r e n c r a a~ h m e n t s t o t h e r o e r t ~ p ~ ~ ~ o~, ~ 1 7 O a K ~ ~ P P Y s~ t c 2 , t y J a m e s R. ~ l i, f n c. ~ r t h e s w r v e y~ r. c., ~ . ~ , except ~s shawn thereon. _ ~ x 4.° , 1 7 O A K 9~ a. 7 3. N o s p e c i fi c t i t l e s~ o r~ h f o r e x i s t e r r c e o r n o n P r o p o s e d G a r o g e F l o o r g 2 5• 9 925..9 ~21, 5 ~ ~ x • 20TF~ JUNE _ S ~ g n e d t h f s ~ d a y o f ~ 2 0 0 1. J a 1 Y 1 8 8 R. ~ I~, ~ P r o p d s e d ~ o r~ g e T o p ~ f B i o c ~ c 9 2 6. 3, T, a, a e x ~ s t e n~ e o f r e c a r d e tl a r ~ t n-- r e c o r d~ tl c ro s e m~? t s 926.3 ~ o s E D ~ P r o p a~ e d H o u s e T a p o f B i v c k~ 9 2 6. 3 s~ _ 9 1 9. 3 h~ s b e~ n c o r~ d u~ t e d b y t h e s u r v~ y a a s o p o r t ~ ~ 926Z^T ,917.5 ~ X Prvposed Low~t ~foor= ,9 , 9 1 9 u~ m h' I~~ s e r n~ n t s r t h e r e c o r tl e d o f t ~ s s u r v~ ~ n y p e ~ i 921.22 , ~ 0 ~ A I~ :o ~ s ~ 3 1 S O A K p l o t o r e s h o w n. - BY ~ ' 4, P r o p o s~ d g~ a tl e s s h o w n w e r e t ti k e n f r o m : 9 1 7. 0 9 1 6. 9 8~~ a r e a n a s s c r m e d d a~ u m H o r o l d C. P e t e r s o n, i~ m n e s o t a L. S. N o. 1 2 2 9 4 ~ ~ t l t e g r a tl m g o r d~~;, o p m~ t p l a n p r e p o r e d b y d dafiurYt o ~C81e~ l•r„50, ° JA1~~5 R. HIi~IIYC. ; ~ ~ ~ s~" ~ ~ . _ ~''r LOl' S4UARE FEE1 = $7 300 OR Z.Q04 At~'ES ~ , BE~I~~1 M~F~f~ j ,w,,. r ~ R , HOU~E SQUARE ~~ET = 2 7Q0 T(?P OF S~'I~~~E i ' P N P- ~ ~ 3.tq COVERAGE ~ 0 D L. 54 EI.EV. 9~~.4~ s, ~ ! '~r ~ ~ ~~C~ , . ~ ~ I~~~ ~ ra- ~ ~ SGAI~ ~II~ fE~T ~1>..~r;.,.....~.. i ~ ~ -t ne~'a"~;3n ~+y~4~:~ ~ < < ~ i ~ ~~,~4 ; ~ E'~~ g . . q T . ~ ~ : ~ ~ ~ , 3~ 0 3~ 6~ , t.. a_,, : - Ct~V) ~ m ` ~ ~ ' ~ ~ . 1 ~ f„ ~ C o~ d trt~ S cp ?»~r Lr..:~~. _ _ y , - r~o~ t~ fo~hd~?tian t~UNIV 1 in~h ~ 3~ _ t~iGIIV~E . , feet ~i~G DEP , wor~C ARTM ENT . ~ rMENT to ~~'~iK rl~ ~ a / S~D VQG~ G+G , i Z ~ ~ BARBED YVfRE BEMCH I~ARK ~ .-167. ~ ` TOP Of Sf'IKE ; ~ ~ €l~/.=526.01 ~ , ~ . f i ~~r~ ~ M89 41 54 E H N89°41'36"E ~ 'pq C54 I W ~ , ~ . ( ~ ~ M ~ 49.08 f I ~t. wnu w N89 36 47 W i N88°2612 E ,as.33J __-t~3.s~- 36~.02 , ~ , ~ I ~ , ti. . . . - ~ ` 11. ~ s wooo ~~c~ , 5'I .13 205.00 s2~.o 92~,7 _ 4 ~ J s t T!1 „E'm+ - 6.~""`""_""' _.w s l 5~04 ~ j 5.30 9~5,~t6 ~ ~ \ C W' W ZC W ; ~Of~ F€N~ LYING ~J1WEA5~RLY (~F' 60T LINE ~ SAN M N 921.1 PRO OSED DRIV~WAY ~ ~ DRRINAGE ~t UTIUTY ; FE DE All- rn EAS~I~IENT P€R PLAI' aasnkc - . r onic ~ ~ - Ix~ DRIVEWAY 9.6 ~0 924.3 , fi i~ ~ ~ N ~ 17 4AK 1 co,~ - d 120,42 N89 36 4 W ~ , ~ !h o- 1 0~ ~C4 I/1 ~ F. a t~~ ~ 930.7 ~ , p ; ~ Q 0~ 9 2 1. 9 9 2 1. 5 O 1 ~ 1 7 O A K x 1 3 1`~ ~ E ~ . ~ 5, . 4 0 ; l. V 1 t g ti . G~ / 0~ o Q o -F f E N ~ n r 8 e, o~ I d J~ 5~ x x 9 1 . 3 1 3 p p» N? ~ I Q E X I S T. w 9 1 g ~ d W p , ~ g~ g~' M o U S E ~ ~ ~ i ~ 9 2 t. 2 2 ~ I ? ~ W l~ 1 ~ ~ 2 Q O A K 1 5 A K / ~ E~'tSTlld6 ~ANTIARY YYER ~ ~ ~ 1 ~ / 4 / ~ ? 1~ e Q 9 1 8. 3 ~ > 1 5. 0 0 j Q, E 1 ~ ~ _ ~ 15 ~6 / y ~ , ry N 1~ ~ 62 ~ ~ ~ e• ~ ~ S• QO ~ p. I n'~' ~ ~9bp ~ , ~ I 1 ~ 1 L.V I p0 ~ ~ i ~(P 1r' r/~ ! ~ / ~ ,''~i ~ ~ y~ O?`; ? 8EN(~I MARIC` ( O TOP SPIK JUNE 19'[AI ~001 , / OF E , Q~, ~Q 1'% ~ rn ELEV.=909.4B WATER ELEV.~ 900.6 FE~'f ; ~ ~~+s ~ ~ ~o ~ a ( PROPdSED ~TORM ~EWER- ~ POIVO LP-54 EDGE OF ~ °a ~ / NWL= 900.0 WA'f'~R 4.~d ~ p • URAINAGE dt U11UTY ~ : "E ' O ni 13.9 EASEktENr i~ER PLAT tA0 YR. HYYL= 903.Q ~p QO ~ ~18~ W w co s ~ , .~«...r s ( fn !S ur 4/tQS ~ ~a no~' e 3: o? S u uCr,~ I , _ ~ ~ / ro'ta;~' r 1 waj wll6C ~ i oRawN :Ei<' ~ IN FEET SC~LE - 50 1~U0 B~s 100 ~ o . o~~ ' 0 e IGJ4~ ax~ ~ ~Vo~'~ . ~Or,~~wa w,tcr s ~ s/r4~o~ . ~ ~ ~ 0 feet L_ 1 u~~h ~ - - - aEVt~ows - - - - 40°. City of Eau 3830 Pilot Knob Road Eagan MN 55122 Phone: (651) 675-5675 Fax: (651) 675-5694 Date: 513/1 [a E.ce\\153° Use BLUE or BLACK Ink For Office Use Permit #: L I ��@ •�� Permit Fee: Lg- I Date Received: 12 - Staff: 2012 RESIDENTIAL LA); PERMIT APPLICATION��,,,,� Site Address: !t i Wgqt I& ' HISS Ln furl{ ►'uv Unit #: x s RE OWNS! ' Name: Phone: _ ___ y p:14.x1 W i id�erj 5 /Ant_ Fes, a. i jfl 55I Address /Cit / Zi _aS Applicant is: ____ Owner - Contractor Description of work: 11)t-fakit n5 i - �z ► 1 ,J - Construction Cost: it 304_000 Multi -Family Building: (Yes / No X_) Company: Fri eaz:S_ xt Contact:(ilike , 1_S _ Address: g sap Qba&F. City: UlgeU 1 it'_ State: Zip: 55_6 Phone: 5 - %1)9 - aq _L _L[!,0 License #: -=L!-L_64Lea L 1 Lead Certificate #: If the project is exempt from lead certification, please explain why: (see Page 3 for additional information) In the last 12 months, _Yes - No If Licensed Plumber: Mechanical Contractor: Sewer & Water Contractor:Phone: COMPLETE THIS AREA ONLY IF CONSTRUCTING A NEW BUILDING has the City of Eagan issued a permit for a similar plan based on a master plan? yes, date and address of master plan: Phone: Phone: NOTE Plans and supporting nents. t yoy�u submit are id r to = Y«; s info d t r nforma l y "{Y/ } `c conclude that thl r $� , f `: 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 Minneso days of permit issuance. x ---#r ArN. Pij-Cif•s_arN Applicant's Printed Name st be completed within 180 Ap ure Page 1 of 3 r , LS.S DO NOT WRITE BELOW THIS LINE Mk6 • SUB TYPES Foundation Single Family Multi 01 of Plex Accessory Building WORK TYPES New Addition Alteration Replace Retaining Wall DESCRIPTION Valuation Plan Review (25%___ 100%_j) Census Code # of Units # of Buildings Type of Construction Fireplace Garage Deck Lower Level Interior Improvement Move Building Fire Repair Repair 1(6 REQUIRED INSPECTIONS Footings (New Building) Footings (Deck) Footings (Addition) Foundation Drain Tile Roof: Ice & Water Final Framing Fireplace: ___Rough In ___Air Test Insulation Sheathing Sheetrock Reviewed By: Porch (3 -Season) Porch (4 -Season) Porch (Screen/Gazebo/Pergola) Pool _ Storm Damage Exterior Alteration (Single Family) Exterior Alteration (Multi) jc Miscellaneous Siding Demolish Building* Reroof Demolish Interior Windows Demolish Foundation Egress Window Water Damage *Demolition of entire building - give PCA handout to applicant Occupancy i�,� MCES System Code Edition 7 SAC Units Zoning Stories Square Feet Length Width ___Final RESIDENTIAL FEES Base Fee Surcharge Plan Review MCES SAC City SAC Utility Connection Charge S&W Permit & Surcharge Treatment Plant Copies TOTAL 117 City Water Booster Pump PRV Fire Sprinklers Meter Size: Final / C.O. Required Final / No C.O. Required HVAC Gas Service Test Gas Line Air Test Other: Pool: ___Footings ___Air/Gas Tests ___Final Siding: ___Stucco Lath __Stone Lath __Brick Windows Retaining Wall: Footings ( Backfill y Final Radon Control Erosion Control , Building Inspector itrIkte,P4 3 Page 2 of 3 ❑ ❑ ❑ ❑ ❑ ❑ ❑ ❑ ❑ Add/Change Address: LOT SURVEY CHECKLIST FOR RETAINING WALL BUILDING PERMIT APPLICATION I2c9 1 /.,ame Applicant Name: Za-Cl BCS In) /tft/76>- DATE OF SURVEY: ////Z LATEST REVISION: **Permits required for Retaining Walls 4 feet high or greater. DOCUMENT STANDARDS • Registered Engineer signature and company • Building Permit Applicant • Address • Legal description • Lot lines/Bearings & dimensions • North arrow and scale • Street name • Show all easements of record and any City utilities within those easements • Setbacks of proposed structure and side yard setback of adjacent existing structures ELEVATIONS O ,j$ 0 • Property corners ❑ y_f 0 • Top of curb at the driveway and property line extensions (only if wall is within 30 ft. of curb) O JX ❑ • Elevations of any existing adjacent homes / 0 0 • Adequate footing depth of structures due to adjacent utility trenches 0 0 • Waterways (pond, stream, etc.) ' 0 0 • At the foundation of the building and/or nearest structure PONDING AREA (if applicable) 0 0 • Easement line ❑ yr ❑ • NWL ❑ y1 ❑ • HWL ❑ / 0 • Pond # designation ❑ yr 0 • Emergency Overflow Elevation ❑ 0 • Pond/Wetland buffer delineation Y 607 • Shoreland Zoning Overlay District Y • Conservation Easements RETAINING WALL INFORMATION • Location of Retaining Wall on property • Top & bottom elevation at each end of wall and any change in elevation in between • Type of material (i.e. modular block, boulder, etc.) • Directional drainage arrows with slope/gradient % Reviewed By: G:FORMS/Building Permit Application -Retaining Walls Rev. 5-4-09 Date C/4?//e. slIWN AMC 1, 1111110 .0111111111181 CIVIL DESIGN /6446 PROFESSIONALS INNOVATIVE ENGINEERING SOLUTIONS May 1, 2012 Mr. Zach Barlow RE: Barlow Residence Retaining Wall (12-063) Eagan, MN Design Assumptions: Anchor, 8" Diamond Pro, 7.1° Wall Batter, 4" capstone NCMA Design Analysis Live Load: 50 PSF Dead: Load: None Toe Slope: 2H:1V Maximum Back Slope: 10H:1V Maximum Soil Design Properties: NCMA Safety Factors: Sliding 1.50 Overturning - Reinf. 2.00 Overturning - Gravity 1.50 Bearing 2.00 4) y c Reinforced Soil 32° 120 PCF 0 (Onsite Sand w/Gravel) Retained Soil 32° 120 PCF 0 (Onsite Sand w/Gravel) Foundation Soil 32° 120 PCF 0 (Onsite Sand w/Gravel) Notes: Soils information obtained from Subsurface Exploration Program prepared by Geo Engineering Consultants, Inc. dated April 18, 2012. Onsite material is predominately silty sand with gravel. An internal friction angle of 32° was assumed for the onsite material. Where unsuitable soils are found, a subcut may be required and structural fill shall be placed and compacted to provide an adequate bearing foundation. The above minimum soil strength parameters shall be verified prior to construction. CDP shall be contacted if the above soil strength parameters cannot be met and a redesign may be required. Wall layouts and elevations obtained from layout provided by Zach Barlow on topography survey prepared by Meyer-Rohlin Land Services dated 4/6/2012. We appreciate the opportunity of providing services to you. If you have any questions or comments regarding this project, please feel free to contact us. Sincerely, Civil Design Professionals Curtis J. Derichs, P.E. Vice President Page 1 of 2 CIVIL ENGINEERING STRUCTURAL ENGINEERING ° GEOTECHNICAL ENGINEERING ° EARTH RENTENTION DESIGN Civil Design Professionals ° 8609 Lyndale Ave. S., Suite 200, Bloomington, MN 55420 Office: 952-303-5312 www.cdp-us.com Error! Reference source not found. Barlow Residence Project # 12-063 The approximate final quantities are as follows: Wall Wall Length Block Area Cap Area 3XT Grid Length (FT) (SF) (SF) (SY) (FT) 1 121.50 1000.00 45.00 590 . Totals: 122 1000 45 590 • The unit area quantities are neat quantities. • The grid quantity includes a 5% waste factor. • The total wall area of the walls is 1,045 SF (1,000 SF Blocks + 45 SF Caps). Page 2 of 2 N/A CIVIL ENGINEERING STRUCTURAL ENGINEERING GEOTECHNICAL ENGINEERING EARTH RETENTION DESIGN Civil Design Professionals 8609 Lyndale Ave. S., Suite 200, Bloomington, MN 55420 Office: 952-3015312 www.cdp-us.com April 18, 2012 Mr. Zach Barlow 1291 Wilderness Lane Eagan, MN 55123 SUBJ: Subsurface Exploration Program Retaining Wall Extension 1291 Wilderness Lane Eagan, Minnesota Project No: 012-0010-5123 Geo Engineering Consultants Inc PO Box 21490 Minneapolis MN 55421 Phone 763.502.9945 Fax 763.502.9946 /61-M Geo Engineering Consultants, Inc. is pleased to submit the factual report of our subsurface exploration program for the above referenced project. In accordance with your authorization of March 29, 2012, we have completed our subsurface exploration program. The purpose of this report is to present the results of our field exploration and review programs for the above referenced project. Our field work was performed on April 13, 2012 with an all -terrain -vehicle mounted drill rig. The boring locations were selected by Civil Design Professionals. Boring B-2 was moved from proposed location due to inaccessibility. The surface elevation at boring B-2 was interpolated from lot survey and is only approximate. Soil classification was performed in general accordance with American Standards for Testing and Materials (ASTM) D2488. The soil samples will be retained for a period of one month and then will be discarded, unless we receive written request from you to hold them for a longer period. It should be noted that the borings represent the conditions at the time and location of the borings only. No representation is made of conditions at other times and locations. If there are any questions regarding the data, please call us at (763) 502-9945. Very truly yours, Ahsanur R. Siddique, P.E. Geotechnical Engineer Project No. 012-0010-5123 TEST BORING LOG NO. B-� 1 Sheet 1 of 1 CLIENT Mr. Zach Barlow ARCHITECT/ENGINEER Civil Design Professionals SITE 1291 Wilderness Lane Eagan, Minnesota PROJECT Retaining Wall Extension Dakota County PID: 10-84275-02-050 28 feet east of southeast house corner Surface Elev.: 916.2 ft. Datum: MSL GRAPHIC LOG DEPTH (FT.) SAMPLES TESTS BLOWS/FT NUMBER TYPE IN. DRIVEN IN. RECOVERED MOISTURE, % DRY DENSITY PCF Qu tsf ADDITIONAL DATA/ REMARKS (TOPSOIL) Organic lean clay, silty clay, very soft, black 2.0 914.2 —�` _; , ,. ,, _ — WOH 4 1 2 15/48 31% 250/0 8 SILTY SAND (SM) with a trace of gravel, fine to medium grained, moist, loose, brown 5.0 911.2. .. _ — — 9 32 SILTY SAND (SM) with a little gravel, fine to medium grained, lenses and layers of sand with silt and sandy lean clay below 20 feet, moist, medium dense to dense, brown to gray 28.0 888.2 5 _ — _ _ _ 10— _ _ 15— _ _ 20— _ _ 25— _ 29 38 35 32 35 29 25 25 21 18 End of boring — WATER LEVEL OBSERVATIONS STARTED 4/13/12 FINISHED 4/13/12 DATE TIME HOLE DEPTH CASING DEPTH CAVE-IN WATER LEVEL NOTE METHOD: Dynamic penetration testing from 0 to 28 feet. Dual tube sampling from 0 to 8 feet. 4/13/12 09:40 28,0 None 27.5 None 4/13/12 09:54 8.0 None 8.0 None EAST NORTH DRILL CO. Geo Eng DRILL RIG 54 DT ` DRILLER SO ASS'T DRILLER AS Geo Engineering Consultants Inc e Project No. 012-0010-5123 TEST BORING LOG NO. B-2 • Sheet 1 of 1 CLIENT Mr. Zach Barlow ARCHITECT/ENGINEER Civil Design Professionals SITE 1291 Wilderness Lane Eagan, Minnesota PROJECT Retaining Wall Extension Dakota County PID: 10-84275-02-050 32 feet north & 84 feet east of southeast house corn Surface Elev.: 915.0 ft. Datum: MSL CD GRAPHIC LOU DEPTH (FT.) SAMPLES TESTS BLOWS/FT NUMBER TYPE IN. DRIVEN IN. RECOVERED MOISTURE, % DRY DENSITY PCF Qu tsf ADDITIONAL DATA/ REMARKS (TOPSOIL) Organic lean clay, silty clay, very soft, dark brown to black 2.0 913.0 ,+�` _' ,�,. ,, _ — WOH 5 18 19 29 39 48 34 33 33 28 29 SILTY SAND (SM) with a trace of gravel, fine to medium grained, moist, loose, brown 4.0 911.0: _ — SILTY SAND (SM) with a little gravel, fine to medium grained, lenses and layers of sand with silt and sandy lean clay between 10 to 16 feet, moist, medium dense to dense, brown to gray 23.0 892.0 — 5— = _ _ - 10— - - 15- - - 20— - End of boring WATER LEVEL OBSERVATIONS STARTED 4/13/12 FINISHED 4/13/12 DATE TIME HOLE DEPTH CASING DEPTH CAVE-IN WATER LEVEL NOTE METHOD: Dynamic penetration testing from 0 to 23 feet. 4/13/12 10:56 23.0 None 22.5 None • EAST NORTH DRILL CO. Geo Eng DRILL RIG 54 DT DRILLER SOASS'T DRILLER AS• Geo Engineering Consultants Inc 0 cti 0 GRAPHIC SCALE IN FEET O i `, \\ \\ \ \\ 1 \ • v, `\ \\'\\ It\\ \\, \\\\'\`\\\•\\ \ t \ \ t \.1 \ \\ I \ `\ \\'t \\1 ``\\ '\ \ \ ``, \\ \t IN \ \ '\ \ •\`\ • \ `• S.•,�` \ `\ \ \• � `\ \ 1 \ \ \ D� S. \ • ` 1•\ \ ` . \ \\, \ \ �� t•\ \ `\ `\ `♦ `♦ \ `\ \ `♦ i I •+ `\` \ \ \ \`. `\i',4 \\ S. \ \\ \ 4.,‘,\,\ � \ \ \ `♦ \ � � \\ S. \ \\ ` \\ \ • \\ \ \\\ \ `\ \ \ \ \ ETES. • 41,,, \ \\\ `♦ `\ `\ `\ \\ ;� �\ ` 1P'� •••\ \ `• \ \�•\`\ \`\ ♦♦♦ \\\ • •• \ ♦\ \ ‘,,� \e �S S. \ \ \\\N ` \ \\a• `\ \\ `'• \ L \ `\ `\ \ \ \ ♦♦ \ `` ` • \`• \` \ \` ` \` \\ `\ \ \ N \ \ •\ ;:x . S. • • \\ \ \♦\ ♦\ \ \` S. \ S. t ; ♦ ` \ , 1 1 \ \ \ 1 t 1 I.. t \ • \\ t \ S. S. • 8 i t 1 1 1• ; , t %1 MI I I S. SS N;! 11 t • 1 1 I r :WW1= 11.303.10V> r� m1 / 1. 3s{w 1 ! 1 1 • I /I �/I 4 ;:' ,lit( 1 ra -. f i S' '{{ i t I I 1 1 1 1 1 a 'Mi .;::_;'ti►ai�� 't 1 t 1 1 I I I I i ?'IL I' gi '!,',7,'"•�-.• I I 1 i 1 I I S. ..ii // r r 1// l r! ! 1/ I I I I I // f1 / 1/ / I I I 11 1 1 t 1 f I 1 I 1VI 1 / I 1 1 1 I_, l i I r t t r I I III I 11 1 / 1 ; i ri i i I)/ 1/ 1 1/ f, ! 1 1 i I ,1 4 / , i I r r,Iti / !,II I / 4 p I I // r~ i i I r I I 8e 0, z111 $ zN s 41 Iez), N 0 a O a City of Eagan PERMIT City of Eaan Permit Type: Building Permit Number: EA121258 Date Issued: 03/21/2014 Permit Category: ePermit Site Address: 1291 Wilderness Lane Lot: 005 Block: 002 Addition: Wilderness Ponds PID: 10-84275-02-050 Use: Description: Sub Type: Reroof Work Type: Replace Description: Census Code: 434 - Zoning: Square Feet: 0 Construction Type: Occupancy: Comments: Please print pictures of ice and water protection and leave on site. Carbon monoxide detectors are required by law in ALL single family homes. Joan Ciesler Fee Summary: Valuation: 4,000.00 BL - Base Fee $4K $103.25 Surcharge - Based on Valuation $4K $2.00 0801.4085 9001.2195 Total: $105.25 Contractor: Craftsmen Home Improvements Inc 7455 France Avenue, #194 Edina MN 55435 (651) 430-1388 - Applicant - Owner: Zachary Barlow 1291 Wilderness Lane Eagan MN 55123--281 I hereby acknowledge that I have read this application and state that the information is correct and agree to comply with all applicable State of Minnesota Statutes and City of Eagan Ordinances. Applicant/Permitee: Signature Issued By: Signature