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1613 Marina LaneAddress: 1613 Marina Lane Zip: Lot: 6 Block: 2 Subdivision: Centennial Ridge 55123 THE FOLLOWING ITEMS WERElWERE NOT COMPLETE AT FINAL INSPECTION UN h^'Y ` d5' Yes No Comments Final ade - 6" from siding Permanent st s- gara e Permanent st s- main entry ?t Permanent drivewa Permanent gas Sod/Seeded lawn Trail/curb dama e c k 3:1 Max. Slope/Retaining Wall Porch X Lower level finish Deck Fire lace • Verify with your builder that roof test caps from the pltunbing system have been removed. • Tum off water supply to the outside lawn faucets before freeze potential exists. • ra1.l the {'ity's Engineerinn Department at 651-675-5646 piior to working in right-af-cvay or installing urigation system. -J. Nf BUILDING INSPECTOR: CONTRACTOR: Manley Brothers Construction 2113 Cliff Drive Eagan MN 55122 t'Ctl-Ib-LUUD WCll lU,4L tifl LTfltilY LUI1tfC.tt t'tl/1 1VU, 00L0ytlL101 Y. UL r[b, 19. LUUD 4.LIYM auis?L u0. 813 P. 2 - .? ~ BC CALCO 2003 DESIGN REPOR7 - US Tuesday, Febru?ry 15, 2005 1e:26 :? Double 11 718" BCO 4009 SP File Name: manley Iyman.BCC : J01 Job Neme: MAIVLEY BROS. CONS7. Dascrlption: RESIDENTIAL FLOOR JOIST Addreae: 1813 MARINALANE 3peeifier. Clly, Slate, Zip: EApAN, MN Deslgner: WPT Cumtomer. Company: LYMAN LUMBER - CHAN Code reports: NER 594, ICBO 5208 Miec: DOU9LE JOIST IN BASEMENT FLOOR Total Horimntal lenglh • 20-00-00 = Verabn: US lmpedal Member 7ype; Jolst Number of Sppne: 1 Left Canlllever: No Right CanWever. No siope: 0112 OC Spaclnp: 16" Repetlti+re: Yes Conshuctlon Type: pluad Live Load; 40 psf Deed Loed: 10 pst PertiHon Loed, 0 psi Duratlon; 100 vlaclosure The oomplelenesn and accurecy of tho Input muat be verNiad by anyone who would rey on th0 outputae evidenoe of eultebilNy tof a particular applieation. The oulput ebove la based upon bullding code-eacep0ed design propeAles and snaydh methoda. Inetallalbn of BOISE engineered wood produots muet be In eccordance with the curront Inatellatlon Gulde and the applicable buifding codea, To obtein en Inetallsllon Oulde or H you heve any questlona, please call (800)292-0788 before beginning product Inafellatlon. BC CALCe, 8C FRNNERO, BCIS, BC RIM BOARDTM, 8C OSB RfM 80ARD'", BOISE OLULAMTM, VERSA-lAMe, VERSA-RIIMO, VERSA-RIM PLUSS, vERSn-sTworioYM, veasn-aruoO, ALLJOISTO and AJSTm ere tfademairke of BoFee Caecade Carporation, Pege 1 011 Load &ummary ID Oaecriptton Load Type Ref. Stiart End Type $ Slendqrdl,oad Unf.Area Left 00-00-00 20-00-00 LWe Dead Hole Summary ID Descripdon Center Ref. 1Mdtli Heteht Shepe 7 Dud Hole 08-01-00 Left 12" 8-718" ReCt, Conftts Summary Conaol'rype Velue Momenl 9333 N-Ipa Neg. Moment 0 R-Ibs End ReeMian 887 ibs Ho1eq13hear 2151b9 Totel Load Qefl, U588 (0.409I Live Load DeN. L/734 (0.327) Max Defl. 0.409" Span / Depth 20.2 °Io Allowable Duredon 47,2% 1000/0 n1H 100% 28.4"/0 100%a 41.7%6 40.9% 49.0°/a 40.9% n/a Velue OCS Dur. 40 psf 18" 100% 70 pst 18" BOYo Load Case Spen Locadon 2 7 - In9Brnal 2 1 • Left 62 2 1 2 1 2 1 Notes Deaign meets Code minimum (U240) Tolal laed dellectlon ulteria. Qeaipn meata Code minimum (Ll380) Liva load deflectfon ariteria. Design mesh arbitrary (t') Mauknum load detleofion criterie. Minimum bearinp length for 90 is 1-314". MiMmum bearinp length tor 81 ie 1•314". Entered/Dfeplayed NorizoMat 3pan Lengfh(s) = Clear Span +I/p min. end besring + 1/2 Intermediate bearing Ueer Notee Tap ekle of eacA rtrember ehatl be laterally breced by and glued to shsething. Thie oerUlicaUon ie for a Boiee Individusl bu+lding component oMy end not for tbe bulding eyslem ea a whole. The component design as shown on thle report ie baeed upon loedtnpe, halee and dimenalons provided by olhers. BuAding deeignei ia baponsibie tor defertnininp Shet the dimeneions and loeds for eeeh component match those required by the pians and by Ihe actual end use of the component Vedllqdon oi (aminp methods, brecfng 4eslgn, auppoA condiNons, wnnecllons, eta is the responeibility ot tha buikNng desfgner. I hereby ce?tiiy tlhat thts plan, specffil)" ot Mpat waa prepamd by me or under my dlrect supenAsbn and that 1 am e duly Ljcensed Professional Etghm U(id6f thB IgNfS 0f fh9 StBtB 01 giRR88D18. Print IJam6?IV1? ? P.?THEOBA ?c? 3lgnature:?, Oste: 2 og.S uoerm#14590 80, 7-3I4" 81, 7314" 633 Ibe ll 833 Iba LL 1331h9 DL 733 Ibe OL Friday, December 17, 2004 3:04 PM Lofgren Htg & AIC 6514601208 p.02 ?C ?J`} /7?L.'?rrr ? r ? 70 j`J? ?' ? ? Date: 12/1612004 Revision Date: 12/16/2004 New Construction Site Informatlon Address 1: 1613 MARINA LN Address 2: City: EAGAN County: DAKOTA Aoolication Infortnation Business Name: LOFGREN HTG-A/C Contact Person: RANDY ANDREWS Project #: CR206 Lot: 6 Block: 2 Subdivision: CENTENId1AL RiDGE MN Contractor License #:6866 Office Ph: 651-460-8313 Fax: 651-460-1208 Cell Ph: 612-269-1011 Address 1: 5465 212th ST W#4 City: FARMINGTON State: MN Zip Code: 55024 Housa Detaifs Square Feet 3725 sq. ft. Avg. Cei(ing Ht: 9 ft. Number of Bedroorrs: 2 Ventilation : Balanced Totai Ventilabon Capacity: 147 cfm. Minimum Continuous Ventilatian :45cfm. Intermittent ventilation: 102 cfm. Combustlon Aooliance Water Heater: Power Vent Irtput BTUs: 35,000 IndependenUy Vented FurnacelBoiler: D"+rect VenUSeafed Combustion Input BTUs: 80,000 Independentiy Vented Otfier Combustion pnoltances Gas Fired Direct Vent Fireplace(s): Yes Gas Fired Natural Draft Fireplace(s): No Gas Fired Power Vent Fireplace(s): No Solid Fuef Appliance(s): No Exhaust Eauipment Continuous Exhaust Ventilafion Capacity (cfm): NA Clothes Dryer (cfm): 135 Exhaust Fan Rating (cfm): 150 lNake-Uo Air HE•4711VG ? AIq??N No Make-Up Air Required by Code ?FqRM G? N??Tf? ?G 50c4 Round Rigid Required: 3 inches or Insulated Flex: 4 inches `_..? Applicant Name (print): I 14R d?/? ?d rew 5 SignaturelDate: o Code Official (print): Signature/Date: 0 2004 CenterPoint Energ,y Minnegasco. 2004 Mechanical Code (3uidelines. Page 1 L?,k to C) 1 d cA? ?? 8e G-7 osS ,,1_ ?? ??0RESIDENTIAL BUILDING PERMTT APPLICATIO ?? ? G5 ? °- City Of Eagan ?° 5 ? 3830 Pilot Knob Road, Eagan MN 55122 Telephone # 651-675-5675 FAX # 651-675-5?4 6 .7 ?j ? New Construcfion Reauiremenfs Remodel/Reoair Requirements S 3 registered site surveys showing sq. fl. oi lot, sq. fl. of house; and all roo(ed areas 2 copies of pian (20% maximum lot coverage allowed) 1 set of Energy Calculations for heated additions 2 copies of plan showing beam & window sizes; poured found design, etc. 1 site survey for additions & decks 1 set of Energy Calculations AddiNon - indicate if onsite septic system 3 copies of Tree Preservation Plan if lot platted after 7/1/93 Rim Joist Detail Opfions seleclion sheet (bldgs w'dh 3 or iess units D I; ? 24 • SO 4 , Date 10 / g Constructian Cost DCY3-s nU-3 • 0v Site Address ?Cf/?? mGt--r i l1 ? Z-e?_I) 6", UnitlSte # Description of Wark Multi-Family Bldg _ Y _ N Fireplace(s) _ 0 ? 1 _ 2 Property Owner f" I a (1 ,C l ir Telephone # Contractor t?,-A C4,-n 1,e?q - 60TV-,6 Address 3tate 1 I L V ltA City Zip ?5 1,D r?- Telephone #((Gb-1) COMPLETE THIS AREA ONLY IF CONSTRUCTING A NEW BUILDING - Mimiesota Rules 7670 CateQOrv 1 4 Minnesota Rules 7672 • Energy Code Category Residential Ventilation Category 1 Worksheet • New Energy Code Worksheet (4 submission type) Submilted Submitted . Energy Envelope Calculations Submilted Have you previously constructed a building in Eagan with a similar plan? X_ Y _ N If so, 25% plan review tee applies. Licensed Plumber ? Telephone # P9L) 44-7 l07-N Mechanical Contractor Telephone # 165-1) Q(00' ? 42) Sewer/Water Contractor Telephone 0444T, OCT 2 9 2004 I hereby apply for a Residential Building Permit and acknowledge that the informat is complete and rate; that the work will be in conformance with the ordinances and codes of the City o Eagan and the State o MN Statutes; I understand this is not a permit, but only an application for a permit, and out a permit; that the work will be in accordance with the approved plan in the case of work which requires a review and approval of plans. , A I/ Applicant's Printed Name Applicant's Signature OFFICE USE ONLY Sub Types ? 01 Foundation ? 07 05-plex ? 13 16-plex ? 20 Pool A 02 SF Dwelling ? OS 06-plex ? 16 Fireplace ? 21 Porch (3-sea.) ? 03 01 of_plex ? 09 07-plex ? 17 Garage ? 22 Porch/Addn. (4-sea.) ? 04 02-plex ? 10 08-plex ? 18 Deck ? 23 Porch (screen/gazebo) ? 05 03-piex ? 11 10-plex ? 19 Lower Level ? 24 Storm Damage ? 06 04-plex ? 12 12-plex Plbg_Y or_ N ? 25 Miscellaneous Work Types ?!!, 31 New ? ? 32 Addition ? ? 33 Alteration ? ? 34 Replacement Valuation Census Code /0/ SAC Units # of Units ? # of Bldgs Type of Const 1/ 6 ? Footings (new bldg) Footings(deck) Footings (addition) ?C Foundation Drain Tile Roof Ice & Water Final Occupancy JZ,J?f? MCES System Zoning 0()_ City Water Stories Booster Pump Sq. Ft. nqq5r PRV Length Fire Sprinklered Widih 16 /_ REQUIRED INSPECTIONS FinaUC.O. Final/No C.O. _ Plumbing HVAC Other Pool _ Ftgs _ Air/Gas Tests Final Framing _ Siding _ Stucco _ Stone _ Brick ? Fireplace ?C R.I. ?Air Test ?C Final Windows ?C Insulation /C Retaining Wall Approved By: Building Inspector Base Fee Surcharge Plan Review MClES SAC City SAC Utility Connection Charge S&W Permit & Surcharge Treatment Plant License Search Copies Other Total . ? 30 Accessory Bldg ? 31 Ext. Alt - Multi ? 33 Ext. Ait - SF ? 36 Multi Misc. 35 Int Improvement ? 38 Demolish Interior ? 44 Siding 36 Move Building ? 42 Demolish Foundation ? 45 Fire Repair 37 Demolish Building` ? 43 Reroof ? 46 Windows/Doors "Demolition (Entire Bldg) - Give PCA handout to applicant f)I /1''?Do1 S&)-,e L)ku d'vYa-C.A4 C. ?? 4 ?"l uz' q 6 4/ ct ?-q-3 Xcy q(a 2- y p ? Permit Number Ghecked By/Date Gross Glazing Area or Ca-v7ty Cont. or poor Perime r R-Value R-Value U-Factor jL Ceiling l: Raised or Energy Truss • 1792 44.0 0.0 39 Wall 1: Wood Frame, 16" o.c. 187 19.0 0.0 7 Window 1: Above-Grade:Vinyl Frame:Double Pane with Low-E 60 0.350 21 Wal12: Wood Frame, 16" o.c. ] 521 19.0 0.0 70 Window 2: Above-Gradc: Vinvl Frame:Double Pane with Low-E 294 0.350 103 Door l: Solid 41 0.350 14 Wall 3: Wood Frame, 16" o.c. 948 19.0 0.0 50 Window 3: Above-Grade:Vinyl Frame:Double Pane with Low-E 104 0.350 36 Basement Wall 1: Solid Concrete or Masonry 959 0.0 5.0 79 Wal] height: 8.8' Depth below grade: 8.2' Insulation depth: 8.8' Basement Wa112: Solid Concrete or Masonry 126 QO 5.0 14 REScheck Compliance Certificate 2000 Minnesota Energy Code REScheckSoliware Version 3.6Itelease 1 Data filename: C:\ENERGY CALCS1CR206.rck PRO7ECT TITLE: CR206 COUNTI': Dakota STATE: Minnesota ZONE: 2 CONSTRUCT'ION TYPE: Single Family WINDOW / WALL RATIO: 0.17 DATE: 10I08/04 DATE OF PLANS: 9l23/04 PR07ECT DESCRIP'I'ION: Joe & 7enn}= Lai Lot 6 Blk 2 Centennial Ridge 1613 Marina Lane DESIGNER/CONTRACTOR: Manley Bros. Consuuction COMPLIANCE: Passes Maximum UA = 473 Your Home UA = 450 4.9% Better Than Codc (UA) Wall height: 15' Depth below grade: 3.0' Insulation depth: 3.5' Floor 2- uncond.: All-Wood Joist/Truss:Over Unconditioned Space Floor 3- cant: All-VJood JoisV'I'russ:Over Outside Air Furnace 1: Forced Hot Air, 92 AFUE Propoaed and Maximum U-Factor Averages Above-Grade Windows and Glass Doors Includes Foundation Windows > 5.6 112 Floors Over Uncondidoned Space 354 30.0 QO 12 144 30.0 0.0 5 Proposed Average U-Factor 0.350 0.033 MaYimum Allowed U-Factor 0.370 0.031 COMPLIANCE STATEMENT: The proposed building design describeti here is consistent with the building plans, specifications, and other calculations submitted with the permit application. The proposed building has been designed to meet the 2000 Minnesota Energy Code requirements in REScheckVersion 3.6 Release 1(formerly MECchec? and to comply with the mandatory requireme 'listed in the RESchecklnspecYion ChecklisX BuilderfDesigner?''?1I l m ? Date 1 ? ? ? LOT SURVEY CHECKLIST FOR RESIDENTIAL . BUILDING PERMfT APPLICATION PROPERTY LEGAL: LOT lG ,-P? 1&'k Z, Ge" ? a,,n; ") ?: i4q- DATE OF SURVEY: ? LATEST REVISION: (qlq,0+ ? c R U 1 o z a DOCUMENT STANDARDS ? ? • Registered Land Surveyor signature and company ? ? . Building Permit Appiicant ? ? 0 . Legal description ? ? • Address Ja' ? ? • North arrow and scale 0 ? • House type (rembler, walkout, split wlo, split entry, lookout, etc.) ? ? • Directional drainage arrows with slopelgradient % ? ? • Proposed/existing sewer and water services & invert elevation ? ? 0 • Street name ? ? 0 • Driveway (grade & width - in RNV and back of curb, 22' max.) .Pf ? ? • Lot Sguare Footage Jd' ? ? • Lot Coverage ELEVATIONS Exi_ .stina ,2r ? ? • Sewer service (or Proposed) ? ? • Property cornets ? ? ? . Top of curb at the driveway and property line extensions ? ? ? • Elevations of any existing adjacent homes 0 0 . Adequate footing depth of structures due to adjacent utility trenches 1.9 ? ? • Watenvays (pond, stream, etc.) Prooosed '0 ? ? • Garege floor 0 0 • Basement floor ? ? • Lowest exposed elevation (walkoutlwindow) ? 0 . Property comers .e1 ?? • Front and rear of home at the foundation PONDING AREA (if applicabie) 0 ? • Easement line J? ? 0 • NWL d ? ? • HWL ' ?' ? 0 • Pond # designation [? ? ? • Emergency Overflow Elevation Q ? ? • PondNVetiand buffer delineation DIMENSIONS fd ? ? • Lot Iines/Bearings & dimensions ? ? • Right-of-way and street width (to back of curb) ? ? ? • Proposed home dimensions inciuding any proposed decks, overhangs greater than 2', porches, etc. (i.e. all structures requiring permanent footings) ? ? ? • Show all easements of record and any City utiiities within those easements eZ 0 ? • Setbacks of proposed structure d eyard setback of adjacent exisfing structures ? ? • Retaining wall requirements, 'rf a y , Reviewed: ?L d G:lFORMS/Buil ding P Name Date ertnit Application Rev. 12-16-03 ? 1?-k, I 3 AV-4-? CLAIM VOUCHER-REFUND REQUEST CITY OF EAGAN MAKE CHECK PAYAELE TO: MANLEY BROTHERS CONST ADDRESS: PERMIT # RECEIPT #/DATE: REASON FOR REFIPVD: Building #66096 Mechanical #666097 Plumbing #66098 74165 9/02/04 2113 CLIFF DR EAGAN MN 55122 VALUATION: $110,000 Pernuts were cancelled by contractor; different house style to be built on lot. 1/2 Plan Review fee retained (131.22) TYPE OF REFUND: Building Permit Base Fee 0801.4085 $ 1,049.75 Construction Meter De Refund 92202254 $ Curb Box De osit Refund 9220.2253 $ Fire Su ression Percnit 0801.4096 $ Mechanical Permit 0801.4088 $ 70.00 Plan Review Fee 0720.4222 $ 131.22 Plumbing Pemrit 0801.4087 $ 90.00 SAC (MC/WS) 9220.2275 $ 1,336.50 SAC (Ciry) 9379.4681 $ 100.00 SAC (Admin) 0801.4246 $ 13.50 Sewer Perxnit 6201.4532 $ 50.00 Surchaz e 9001.2195 $ 56.50 Treatment Plant 6101.4685 $ 588.00 Water Permit 6101.4507 $ 50.00 Water Meter 6101.4509 $ 121.00 Water Su 1& Storage 6101.4680 $ 930.00 Other (Copy) 9001.4230 $ Total $ 4,586.47 I declare under the ena t'es of ]aw that this account, claim, or demand is just and that no part of it has been paid. C,L? 11/10/04 GNATURE , DATE ?C?? Y? 12'9'B4°RESIDEr?At?DING PERIVIIT APPLICATION City Of Eagan IY\ '?- (,(,0T? 3830 Pilot Knob Road, Eagan MN 55122 L? o q? Telephone # 651-675-5675 FAX # 651-675-5 94 ?d ,? gU -? -!5' ?F;I Yl. New Construction Reauiremenb RemodeUReoair ReauiremenTs 3 registered site surveys showing sq. R of lot, s ft. of house; and ?II roofed areas 2 wples of plan (20% maximum bt coverage aAowed) 1 set of Energy Calcuiations for heated additions 2 copies of plan showing beam & window sfzes; p iound desgn, etc. 1 site survey for addifions & decks 1 set of Eneigy Cakulations t AddiBon - 11, icate if onsite sepSc system 3 copies of 7ree Preservation Plan 'rf bt platted after 7 3 ?,-u.o-?. ?A? -2-+ Rim Joist Dehdil Options seiection sheet (bldgs with 3 or units ? uV ?9 Date c;1-3 / o4 Construction Cost Site Address / .r'.? UnitlSte # L V (")a Description of Work C? C L?YL/ Multi-Family Bldg _ Y?( N \Fireplace(s) _ 1 _ 2 Property Owner elephone # (c6-j) c:)-04'/ r Contractor G? f"! ( L' ? Address L(3 C City ?_Ga_.?1 o?-rdl State /7-),?,J ip Telephone # ((,6 1) JDq- 7'7 L $ COMPLETE THIS Energy Code Category (4 submissfon type) Have you previously fee applies. Licensed Plumber Mechanical Conti Sewer/Water ONLY IF Ventilation Category 1 Worksheet Enveiope Calculations Submitted a building in Eagan with a similar plan? 0, ,6? 'r e- r-, 4DtC,?,j A NEW BUILDING Minnesota Rules 7672 • New Energy Code Worksheet Submitted Y_ N If so, 25% plan review Telephon #(??) W7' & -7 34 Telephone # ?? Telephone #? I hereby apply t6r 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 ttus is not a pernut, 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. 'i ssCo_L 5 M X-a-55 ? kb cka-t, 6LA--? Applicant's Printed Name Applicant's Signature , Sub Types OFFICE USE ONLY ?- ' ? .J I ? 01 Foundation ? 07 05-plex ? 13 16-plex ? 20 Pool ? 30 Accessory Bldg )k 02 SF Dwelling ? 08 06-plex ? 16 Fireplace ? 21 Porch (3-sea.) ? 31 Ext. AR - Multi ? 03 01 of _ plex ? 09 07-plex 0 17 Garage ? 22 Porch/Addn. (4-sea.) O 33 Ext. Alt - SF ? 04 02-plex ? 10 OS-plex ? 18 Deck ? 23 Porch (screen/gazebo) ? 36 Multi Misc. ? 05 03-plex ? 11 10-plex ? 19 Lower Level ? 24 Storm Damage ? 06 04-piex ? 12 12-pfex I Plbg_Y or _ N ? 25 Miscellaneous Work Types ? 31 New ? 35 Int Improvement ? 38 Demolish interior ? 44 Siding ? 32 Addition ? 36 Move Building ? 42 Demolish FoundaGon ? 45 Fire Repair ? 33 Alteration ? 37 Demolish Building` ? 43 Reroof ? 46 Windows/Doors ? 34 Replacement 'Demoiition (Entlre Bldg) - Give PCA handout to applicant Valuatlon UC? ? ? Occupancy MCES System Census Code i Zoning eo City Water SAC Units Stories Booster Pump # of Units Sq. Ft. W) PRV ? _ # of Bldgs Length Fire Sprinklered Type of Const Width ? REQUIRED INSPECTIONS Footings (new bldg) ? FinaUC.O. _ Footings (deck) _ Final/No C.O. Footings (addition) _ Plumbing Y Foundation _ HVAC Drain Tile Other Roof _ Ice & Water _ F Pool Ftgs _ Air/Gas Tests inal Final Framing _ _ Siding _ Stucco _ Stone _ Br ick ? Fireplace -[ R.I. N Air Test V Final Windows ? Insulation Retaining Wall Z Approved By: 1 , Bu ilding 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 njA?pw lqo3? 7s; 9/ 70 6-bn?? 6'? OOP 4(? k 3?= 0 ?/ • • •R Surveyor's Certificate SURVEY FOR :Manley Brothers Construction DESCRIBED AS :Lot 6. Block 2, CENTENNIAL RIDGE, City of Eagan, Dakota County, Minnesota and reserving easements of record. n o y?11, V nt o r ?? (?75 ? t1 Lt '? r? o U ? ? ? ? BCCB 955.3 955'2 ? N? 955.5 ----- 957.2 j i i Exst. ? Homa TOB =956.3 N water main ? san maln _ ? •-• LLi 1 V G !- g56.2' c N I 0 ? ?15-s4. 957.5 t c +---- 21.D0 I O?--r N ? 958.3 o Gorage D100.- 0 1 .I ? 20 C ?- . ? 10.00 p W fi o N I ° ? (, Proposed ? ? 2-StOfy i i " o?-, 9'pcw I/o 0 S s- 0 c) 945.3 LT? • \?I --i nnn n -watar line- POND HWL = 948.2 NWL = 946.0 Deck ? IaS- ? J N89'41 100"E 51.00 ? -- , ? 0M34GQd1 m?300H 3.9 o aC?]C?1?4 0? ? ?n 957.1 ° gud4 ?-95--8. 4-- ? _ ? - ? ? Exst. Home 'l Toe = 959.0 i J, I Nj 953.0 945.3 r-- I --? 000.0 943.5 LOT SQ. FOOTAGE = 7,024 HSE SQ. FOOTAGE = 1,851 LOT COVERAGE = 26% r?tntui>> rr?? ° PROPOSED ELEVATION S ,.? ?2 :••°' ° G? ?,, . Top of Foundation =959 0 :GlSTEREi; ' Garage Floor , =957.6/Drop1.4' LqNg l'RVEYOR Basement Floor =950.0/Opening0953:? N a :` = Aprox. Sewer Service =945.8 14376 , Proposed Elev. 0 `?;°` Existing Elev. Drainage Directions = Denotes Offset Stake =• SCALE: 1 inch = 30 feet HEDLUND PLANNING ENCINBBRING SURVCYING 2005 Pin Oak Drive ' Eagan, MN 55122 ' Phone: (651) 405-6600 Fax: (651) 405-6606 ?• ? n ?.,,,??., ?Pvo Siapas vr ,9 bva01 Wi18 I?a v%Qyuired BENCHMARK, TNH Q 4&5 Elev = 961.2 MIN. SETBACK REQUIREMENTS Front - 25 House Side - 10 Rear - 15 Garage Side- 5 ' JOB N0: I HEREBY CERTIFY THAT TriIS IS A TRUE ANO CORRECT REPRESENTATION 04R-481 OF THE BOUNDARIES OF THE ABOVE DESCRIBED PROPERTY AS SURVEYED BY ME OR UNDER MY DIRECT SUPERVISION AND DOES NOT PURPORT TO BOOK: PAGE: SHOW IMPROVEMENTS OR ENCROACHMENTS, EXCEPT 5 SHOWN. DATE 4/Wti-.L CAD FILE: Y D..LINDGREN, L?PD SURVEYOR I Centennial Rid9e ESOTA LICENSE N BER 14376 Use BLUE or BLACK Ink For Office Use l I Pt3rmlt~: ` ~ City of Eap Permit Fee: 3830 Pilot Knob Road Eagan MN 56122 I Date Received: I Phone: (651) 6751875 I I I Fax: (661) 6761694 I Stag: I 1 2013 RESIDENTIAL BUILDING PERMIT APPLICATION List= -1(o - Site Address: J'1?qe 1,0 ,4 G.AJ- Unit Name: 0 0 TS P P R c P£ 2 r f- S Phone: to s/ - 32 y- 7 Rt 1.. 1oy3 621gNA AV '~/S/b S7; P.9v Address/ City /Zip: _ ,01e►tter Applicant is: Owner 2:C_ Contractor Description of work: TE A ,2 - a FF d - a~ s? T'~//ot.n iNoNrk: Construction cost 7S- 3 G - CIO Multi-Family Building: (Yes / No Company: E I i x r' L. ~2 Iy1.r,,.,7-. L'o e.P. Contact: b*-' Q., SZ S Address: 411> S" L.~ to O City: /yl PG S - CalltliBQto~_r State: 1~•S Zip; Phone: X ` b' 6 i (O Z License /I G .t z///.3 1 Lead Certificate M If the project is exempt from lead certification, please explain why: (see Page 3 for additional information) L, PoS-r ) 9-2 V COMPLETE THIS AREA ONLY IF CONSTRUCTING A NEW BUILONG In the last 12 montha, has the City of Eagan issued a permit for a similar plan based on a meeter plan? „_Yes _No If yes, date and address of master plan: Licensed Plumber: Phone: Mechanical Contractor: Phone: Sewer & Water Contractor: Phone: • Y NOlE, 91 Id 4 M the. rrnnlatroh l.cle #~~gr±ltI,r ~l ,afOt~ „4 Y, i... CALL BEFORE YOU DIG. Call Gopher stato one call at (551) 494-0002 for protection against underground utlihy damage. Call 48 hours before you intend to dig to receive locates of underground utllkles_ www.aooherstateonecall.om 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, f xteriorwork authoraed by a building permit loaued in accordance with the Minnesota State Building a must be completed within 180 days of permit Issuance. X be+v I -3 d ✓ RRis x Applicant's Printed Name Applicanfs Signature Page 1 of 3 60/Z0 39dd 1NIVW 1X3 I3S L9Z9T98ZT9 60:6T 6TOZ/9T/0T