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2993 Pilot Knob RdLOT SURVEY CHECKLIST FOR RESIDENTIAL BUILDING PERMIT APPLICATION PROPERTYLEGAL: Loqe-z4 BIoCf-- / T`!2 l?r?l• d ? e R L (.3 Y a 9 Oz Q ? 0 ? ? o 0 ? ? ? o ? ? ? 0 ? ? ? ? ? ? ?'. 0 0 ? ? ? o ? a ? ? ? ? ? ? X DATE OF SURVEY: LATEST REVISION: I Z- 14{- d 5 DOCUMENT STANDARDS . Registered Land Surveyor signafure and company • Building Permit Applicant . Legai description S?? • Address / eS S? . North arrow and scale ? ?"s . House type (rambler, walkout, split w/o, split entry, lookout, etc.) e f z? `1'? ? • Directional drainage artows with slopelgradient % Ir 41111 '• Proposed/existing swer and water services & invert?n 'Y°'? 1 ? • Street name ?,? ? V,p?., •?i eq,-F'i'oil o?+ Gt.(sO ? . Driveway (re e .& width - in R/W and back of curb, 22' max.) ? ???? ? 3 ,? Q SQh sPttlice • Lot Square T-OoTage ry i3'S i n-5 ? . Lot Covera9e Y?f i"?7iv.9 ? p?}//1 ZS°lo Cl-Qc?M ou."f y?-?S ELEVATIONS VNtJ.r , N..r whrc? i'?- i? ./n'f Exisfin C-aSge p ? ? . PropeRy corners ?' p ? . Top of curb at the.driveway and property line extensions 0 0 0 • Elevations of any existing adjacent homes . ? ? ? . Adequate footing depth of structures due to adjacent utility trenches 0 0 ? • Waterways (pond, stream, etc.) Prooosed ? p ? • Garage floor ? ? ? p ? ? )( X . Basementfloor ? • Lowest exposed elevation (waikouUwindow) ice-o?icy ? ? ? . Property corners ? ? p . Front and rear of home at the foundation PONDING AREA (if applicable) p ? ? • Easement Iine ? ? ? • NWL ? 0 ? . HWL p ? ? . Pond # designation ? ? ? . Emergency Overflow Elevation p ? ? . Pond/Wetland buffer delineation Y N • Shoreland Zoning Overlay District Y N • Conservation Easements DIMENSIONS ? ? ? • 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 utilities within those easements ? ? ? • Setbacks of proposed structure and sideyard setback of adjacent existing strudures ? ? ? • RetainingwallrequiremeMS: c+ t?mcJ+-? d-ha nLtr.?bp+- Reviewed G:lFORMS/Building Perznit Application Rev. 11-26-04 ? ?-/ e a ° ^Fco finu c 41 Otia-t kill ? N?:. 5p&-(- e(-eL). +42?c-1- 'rs ve?K °f'iny,.. ihcr?zs? sr'ze ? ??+?sa 5c?a?,.3s 2004 RESIDENTIAL BLTII,DING PERNIIT APPLICATION tO'HT S^ '7 0'0 ?`I1CK City Of Eagan pe to q 5?? ? ?,3'6o 3830 Pilot Knob Road, Eagan MN 55122 Telephone # 651-675-5675 FAX # 651-675-5694 5??' ?l New Construction Reaui2menls ? a4 eUfte air Re ui men 5 w ???? ? ce se On? tsi 3 registered site surveys sha-xing sq. ft of lot sq. ft ot house; and all mofed areas i j 2 copies of plan Cedof 3orv?y Ret? -+?Y iJ (20% mazimum bt coverage allowed) 1set of Energy Calculafions for heated additions Tree PceSPJanRecd ? ?Y "N, g,iured? ,,N 2 copies of plan showing beam & windax sizes; poured found design, etc. 7 site survey for addNOns & decks TraB PresR`e ? lsetofEneyyCalculatlons AddiUOn - irMkateiFonsitesepticsysfem N" 3 copies of Tree Pmservation Plan'rf bt pWped afier 711193 7 RimJoistDetailOptionsselectionsheet (bldgswilh3orlessuniis A p 1 (` 3-2?1 I-OJ P n r?N )c (-r-l l_`3?. . 1?k4. 1 f.(?3 "171 1?d,2c,C'ti? nQ_ Date 3 19 l Site Address Q 1-6 T /lo!4 Construction Cost A2 3-2t 9 oU f) UniUSte # Descriptionof Work Mulri-FamilyBldg _ YeX--> N Fireplace(s) _ 0 D 1 _ 2 Property Owner 'e 1!IJ S 7f7?i?7o N?" `yMl &N/TN'tY Telephone #(G-</ )3364616 Contractor j 701J' d+1I1J Address ? State C? ( J -! TN A!Lc?? Zip S S I City - u l_ e-' nd?A- Telephone #(6S%) '3 36 -eh/4; COMPLETE THIS AREA ONLY IF Ci - Minnesota Rules 7670 Cateaorv Enetgy Code Category . Residenllal Ventilation Category t (J submission type) Submitted • Energy Envelope Calculations Su Have you previously constructed a building in Eagan with'a-"similai fee applies. Licensed Plumber /?A-n Se+ti - Mechanical Contractor Hug - Sewer/Water Contractor BUILDING %?'y 20Q4 IV?jI NewEnergyCodeWOrksheel ? J Submitted N If so, 25% plan review Telephone #(7?A My — y79.2 Telephone #(k54_27d?o ? Telephone#(GS?) L) c,, n- ?y ? -7 F 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 Stahxtes; I understand this is not a permit, but only an application for a permit, and work is not to start without a perxnit; that the work will be in accordance with the approved plan in the case of work which requires a review and approval of plans. ) G M?J ?r,,/7-Od ApplicanYs Printed Name Ap ' t's Signature ? OFFICE USE ONLY Sub Types ? 01 Foundation ? 07 05-plex ? 13 16-plex ? 20 Pool Y'll 02 SF Dwelling O 08 06-plex ? 16 Fireplace ? 21 Porch (3-sea.) ? 03 Ot of_plex ? 09 07-plex ? 17 Garage ? 22 Porch/Addn. (4-sea.) ? 04 02-plex ? 10 08-plex ? 18 Deck ? 23 Porch (screen/gazebo) ? OS 03-plex ? 11 10-plex ? 19 Lower Level 0 24 Stortn Damage ? 06 04-plex ? 12 12-plex Plbg_Y or _ N ? 25 Miscellaneous Work Types )?- 31 New ? 35 ? 32 Addition ? 36 ? 33 Aiteration ? 37 ? 34 Replacement Valuation (700 Census Code / (/ l SAC Units # of Units # of Bldgs I Type of Const ? R ? 30 AccessoryBldg ' ? 31 Ext. Alt - MuIG ? 33 Ext. Alt - SF ? 36 Multi Misc. Int Improvement ? 38 Demolish Interior ? 44 Siding Move Building ? 42 Demolish Foundation ? 45 Fire Repair Demolish Building` ? 43 Reroof ? 46 Windows/Doors •Demolition (Entire 81dg) - Give PCA handout to appiicant Occupancy - blz, MCES System Zoning City Water Stories Booster Pump Sq. Ft. PRV Length Fire Sprinklered Width ? ? Footings (new bldg) _ Footings(deck) Footings (addirion) ? Foundation Drain Tile Roof Ice & Watec Final ? Framing - ? Fireplace R.I. rAir Test _K Final Insulation Y- t Approved By: -T 2? Base Fee Surcharge Plan Review MC/ES SAC City SAC Utility Connection Charge S&W Permit & Surcharge Treatment Plant License Search Copies Other Total REQUIRED INSPECTIONS Y FinaUC.O. 7' Final/No C.O. _ Plumbing HVAC Other _ Pool _ Ftgs _ Air/Gas Tesu Final _ Siding _ Stucco _ Stone _ Brick W indows ? Retaining Wall Building Inspectar ???. iyGl ps= ' z ?N ? q7 ???? ::. 13D xs? = 7yMF? A 9/r 7?,?9y 300 ?f?---- f oEccc.e Development cOc Y Lot Number ? Block Number Z Address "D Builder "TOlflj S?l?(V l?N PHONE NUMBER: ?s? ? 33D 1 ???-b CONTACT: 1Uf4N STf/?N?CON Tree Protection Requirements: Tree Protection Fencing Instalied On Site Ive?'? ? Oak Tree Pruning (Immediately seal wounds durfngApkiH'fo July 31) Therepeutic Pruning Retaining Wall Other: Replacement Trees: ? Attachments: Additional Notes: n?? H:\ghove12004fi1e\treepres\Tree Preservalion Plan Summary-2004 Not Required (((??? / As Follows: (4) Cc...1Py ?t " ? ? Yes No rEAGAN FOMS° W (PLEASE READ ATTACHMENTS) .?...? Tree Preservation Plan River Run Development Lot 1, Block 2 29XX Pllot Know Road, Eagan MN Property Owners: John StantoNAmi WhRney Builtler. Owner ?ntact; John StarrtoNAmi Whitney reiepnone: 651-a9643e161763aa2-1773 iignature: Date: Ex istin Trees ..._. ,. _. .. fiY: .:.;f:.t ? ..:. ::.....:..::;:. _,«:.:n? .. i; .. # .Sf b 3 , .Y4.:: , a -... . ? . w..<. ... . .. .. 24 1 Cottonwood Save 2 18" Coltonwood Remove - Too Close to Houae 3 yq• CoftonWood Save q 38" Cottomvaod Remove - Too Close W House 5 3g^ CoHonyvood Remove - Within Houee Foundation g 38" Cottomvood Seve 7 40" Cottornmod Save 8 79" Ash Save g 12" Norway Maple saw 10 T' Colorado S ruce To be tra larrted wNhin lot 11 5" Cdorado Spruce Ne++' 12 5" Cobrado Spruce To ba trenaplaMed wilhin lot 73 5" Colorado Spruce Ne+' 14 5" Coloretlo 5pruce Now 15 B' Norway Ma le Ne'+ 18 17 18 19 20 :....:.:.:...:.::..:... . ., :x.:c..-6::.bt.. . ?y ::iis:%;'u'sc?';.'o????$'r¢g;?rk'a"u':'s?3i::r''i•:5:?.;>? s?_xq Y s,, o• < ? ? •? ? ` r..:r, . r. . .;.: .. .... . . . g.. . . ... , .:.. . , .?F §. . ., <.. .. , QW Exiating Contlitions 3ignificaM Trees: 11 Proposed Condltions Trees Removed: 3 COttoOWOOds Replacement Schedule Albwance Removal: 2.2 ReplacemeMs 4 3- 5" Conifers 1- Ma le 3 '? ??? '7' i 1/? '. g ' 3 , ' - ? A ?, . . ? ? ? : . . .. ? ?. 1 ? .r . r ' Qu. ? . . .. .. . 9 ? a 0 c Y O a e Aur. 6• 2004 3:17PM SUSSEL CORPORATION L No•8630 P. 2/4 Penoait Numbez REScheck Compliance Certificate Checked By/Date 1995 MEC REScheckSoftware Version 3.5 Itelease le Dam filename: C:1Progaw Files\C6eck\REScheck\STAN'T'ON.nck PR07ECT TITLE: NEW HOUSE CTTY: Eagen STATE: Minnesom HDD: 7981 CON5IRUCTTON T'YFE: Single Pamily IJATE: 04/06/04 DATE OF PLANS: MA12CH 2004 PROJECT DESCRIPTION: TOHN AND AMI STANTON COMPLIANCB: Pasees Maxunum UA = 478 Your Tiome UA = 449 6.1% Better Tban Code (LJA) Gross Glazing Atea or _Caviry Cont or poor Perimeter R-Value R-Va1ue U-Factor UA Ceiling 1: Flat Ceiling or Scieaor Truea 1466 44.0 0.0 40 Wal1 1= Wood Fracne, 16" o.c. 3002 19.0 010 154 Wintlow 1: Vinyl Frame:Aouble Paae with Low-E 437 0300 131 Besement Wa!! 1: Solid Concrece or Masonry 1728 11.0 0.0 101 Wall height: 9.0' Depth below grade: 8.0' Ineulation depth: 9.0' Door 1: Solid ` 78 0300 23 COMPLTANCE STATEMENT: The proposed building design described here is consietent with the building plaas, specificationx, and othar calculations submitted with the permit application. The propoud build'mg has been dengned to meet the 1995 MEC requ'uewenb in REScheckVersion 3,5 Itelease t e(fotmetly MECchecR/ and fo comply with the mandaWry requiremants listed in rhe REScheckInepection Chec] " t. suilaer/nesigner nate gc/a ? Jab Site Addtess: :2f C' X?,e 'e2Z-? ? PLACE YOUR CITl LOGO HERE ? - Provided For your use - courtesy of rhe "CATEG4RY 1" ALTERNATE FOR City oflnve Heigha ONE & TWO FANIILY DWELLINGS L 651-450•2550 ? INSTRUCI'ION5: This alternstive may be used for one- and hva-family dwellings built to meet the Category 1 requirements of Minnesota Rules, Chapter 7670. Complete Paits A, B, and C. Clearly mark plans with: insulation R-values; window and skyiight U- values; size and type of equipment; equipment contols; and location of vapor retarder and windwash bazriers. Moie derailed informadon can be found in the Mirsnerota Energy Code summary sheeu available finm the Minnesota Departmeut of Commecce. Part A. BUII;DING ENVELOPE ete worksheet below) ? U-value calculations) ? "Cookbook" Worksheet IrrsTnucnoNs Step l. Check item(s) that design meds on Miximum Requirements list to the right Must mcet all items to use "Cookbook" opdoa Step 2 Tndicate propased wall type on table below.. Step 3. Indicate Window U-value and sowce. . Step 4. Verify rotal window (including area of all fomdation windows) and door azea is equal or less than allowable pecceatage. Minimum R-41 with low hust heel; or mergy ffiey or MINNESOTA ENERGY CODE - WHicH RutES Ma r l UsE ? Part B. DEPRESSURIZATIOlV PROTECTION Check opdon used O Fuel buming equipmea[ (complete schedules be[ow) ? No fuel buming equipment INSTRUCTIONS Step 1. Complete the Canibustian Equipment Schedule below. Only equipment with a Y(Yes) may be selected under the "Category 1" altemate. Step 2. Complete ExhausdMake-up Air Schedule on the right if direct or power vented or solid fuel atmospheric veat space hea[ing equipment is selected. Part C2. VENTILATION x ------------------------------ Joh Site Addcess: Applicant (print name) =:EXIiAI3ST / 1VIAKE ITP.AIR? GHEDU'L1;? :_- .?E'?a?`.dedice`sovei300 (Submit Part Cz upon completion of system veriYicationt) -------------------- Petmit Number _ Signanue Date ? Teiephone numbet Part Ci. VENTILATION Statement of Compliance: The proposed building design represented in these documents is consistent with the building plans, specifications, and other calcuiations submitted with the peimi applicaROn. The proposed building has been designed ta meet the ments of the Minnesota Energy Codx ? Applicant (print mme) Si?ahue ate Telephone number Compliance Statement: Installed ventilation system is in compliance ?a'th MN Energy Code and is sized to provide the design a'v flow. . -,y - , ` PROPERTY LEGAL: d rn c m s U O 'Z Q X ? ? ? ? ? +?? ? ? ? $ ? ? ? ? ? ?0 4kk ? 4P Ja' ? ? ? 0? R ? D 11 %VP LOT SURVEY CHECKLIST FOR RESIDENTIAL BUILDING PERMIT APPLICATION Lmf2. &OCk-iIii, 'I p/'fiPr ;pith 40&il;'740+1 DATE OF SURVEY: I. Z.Z. O y L4TEST REVISION: DOCUMENT STANDARDS • Registered Land Surveyor signature and company • Building Permit Ap licant • Legal descriptionLst 2, 8/ociL' • Address . North arrow and scale • House type (rambler, walkout, split wlo, spiit entry, loor kout, etc.) • Directional drainage arrows with slope/gradient %( ryGtdt M6K "Pp fFd eku. ale?? &JOrt-? WIiet . Proposed/existing sewer and water services & invert elevation ?l?q'I ?p kf{j,?- /n • Street name • Driveway (grade & width - in WW and back of curb, 22' max.' . Lot Square Footage . Lot Coverage (13,6vje) ELEVATIONS Existin ?C ? ? • Sewer service (or Proposed) ? ? ? . Property corners j? ? ? • Top of curb at the driveway and property line eutensions y? ? ? • Elevations of any existing adjacent homes ? p( ? • Adequate footing depth of structures due to adjacent utility trenches ? X ? • Waterways (pond, stream, etc.) Prooosed ? ? • Garage floor ? ? • Basement floor ? 0aob • Lowestexposedelevation(walkout/window) (ReU 40(? e-( aOGk in Loeko"t 4r^@4S> XQ ? ? . Property corners Le?? - ?I( ?? • Front and rear of home at the foundation PONDING AREA (if aoolicable) 0 )( ? • Easement line ? X ? • NWL • ? ? ? • Pond # designation tell ..1P ? ,? ? • Emergency Overflow Eleva6on ? ? X ? . Pond/Wetland buffer delineation Or DIMENSIONS OAP ?i 00 • Lot lineslBearings 8 dimensions ?JJJPJl,- • Right-of-way and street width (to back of curb) X 0 • Proposed home dimensions ncluding any proposed ecks, overhangs greater than 2', porches, etc. (i.e. all structures requiring permanent fooGngs) ?Q? • Show all easements of record and any City utilit?'? s within those easements ?? ? • Setbacks of proposed structure an sideyard setback of adjacent existing structures e `? D? • Retaining wall requirements, f? e1d'f' dle yd ntr tU. Qr"2o.MAa'?' t0f SA4 2? stiew -/ep/ .•, e„ w tr in P^etc ynerot Reviewed: Name • Date G:IFORMSIBuilding Permit Application Rev. 12-16-03 ` , aid Z-oy 040029 3 _7/23 WHITNEY. A.MIADVANCE SURVEYING & ENGINEERING CO. 5300 S. Hwy. No. 101 Minnctonka. MN 55345 phonc (953) 474-7964 Fux (953) 474-8307 suavcv Foa: AMI WHITNEY SURVGI'ED: January 2004 DRAFTEU: lanuary 22.201W RGV fSCUi March 22, 2004 « i vhow addilional Ilcma and rc4calc drnwine w f i I I X17 pupor pcr City of Gaean. RGVISflU: April 14, 2004 tn show additional itcma pcr City uf Ea@un. RHV ISIiU: April ?G. 2(I04 to modify grading pcr buildcr. li[ V fSI:U: Aprit 29. 2004 to modifv dnvcw,ry width, aJd eascmcntv and nutcs pcr City of Eagan. RHVISGU: May 11. 20(14 tu ntodi(y nnta pcr City oCEagan. RHVISGD: Muy 17. 2014 io add pioposcd porch. LLGAL DESCRIPTION: Lot'' I31uck 1. Thc fiivor Run Addition, Unkota Cuunty, Minncsota ADDRLSS: 2993 PILOT KNOB ROAU PROPOSCU ELL=VATIONS: Lookout ba.cincnt Tap of Fuundation = 927.5 Top nf Foundmion in Inokout urca= 922.9 Ciaraer Floor= 927.1 Law Fluur = 914.7 dcnchmark: 'Top Nw of Hydram at intcrsccuon of Pilot Kno6 Ruxd und Ranicr Lnnc L',Icvution = 934.13 LIMITATIOKS: Thc scupc of nur;crviccs 1'or thfs Ioh i+ es tirlluwti: L Shnwm,, ihc Icucth and dircctian ul houndary linca af thc ubovc Icgal dcticnptian. Thc vuipcoCuur>crvicc.docs not indudc dctcrmining whal you nwn. which is u Iccai mattcr. 1'Icauu chcck ilic Icgul dcscripliun with yuur mcurds ur wnsull with competmu Icgal enwiscl. iC nccc sary'. iu makc .um that it is corrccL unJ Ihat any muttcr, uf reroord. +uch tis ca+cmm»s, that ynu wi.h xiiawn un Ihc .urvcy, h.rvc httn 'iiuwn. 2. 9hawiug ilic luc.ufon oCcxiSiing impruvcmcni> wc dccmcd importmu. 3. Scuine unc mouumems or verifyin_ exi.ting niunumcnts lo mack the curncrs nl the property. 4. Shawinp zxlsmn,_ sput clcvatiuil, nccc.sary tu show clcvatiau diffcrcuccs un ilic ,iic. i. Whilc wc shuw u prupoa¢d lucmion tbr thia humc, wc urc nni as fantihar widt yuur houac pluna uti you anJ your archiicci und(or buildcr yrc- Chcck uur propu.cd location unJ .itine of thc homc and yard ,-,rnJc. camfullv w stt thal thcy match vuur plam bcibrc cuasiructiou hceins_ Al+o, wc arc nut as fnntiliar wuh luwl codcs uti thc lotul 6uiWin g ufficial tmd zoni112 ofliciul in thil conmtwiity ura Bc - - - - - 'on ?r tUc tium io ho?c this survcy io thcsc o?7iallla, urany other u(Gcial. tliut may hovc jurigdiiu irvc. homc und iv .itine, anJ uMain thcir appruval, hclorc bcLinning coirswctiun. 7. W c h:rvc pruvidcd a haxhmark fur your u.c in dctcnninin!_ clcvatiom liar constmaion on this .itc. use thui henchmark miJ nnthimg ehe liir thxi purputie Check the eievatian nful Ir.at ane nther Ceuwrt shuwn « , vunfv vuur alc,aiiun... ft. W c undcntund tha: dicrc is w bc :i harcd drrccway with ilic prupcrv iu ilic nnnh unJ havc shuwn ii in thi> m:muc:: bw wc huvc not bccn pruridcJ wfth thc ducumcniatiun tn ra'ify thio. NOTES. Loi nrc:i = 16.48V .y. ti. Huux Arc:i =2_?3ti sy. I:. Hausc cuacra-c=13.fiY6 STrlvpAl:l) Jl',MHULS & CONVF:NTIUK1: "0 .. Ucnrn.. 1;2•. ID pipc wilh pla.nc plug ihcaring Slalc LicCn.c lunthcr 4135, scL uulcs othcrwisc noicd. Pmpu.cd cle',aiuns orc >huwu with a hur uruund ihcm. While eri>ifng clcrnuum are shuwn withuut u ha%. Anuws indicatc ilic prupascd IIOWuf vwrnt watcrnn Ihc ,itc. x919' Existing elevation X3zi.+' Proposed elevation I hcreliv ccni(v that thia plan. spccilicaiiun. repon ur survcy was prcparcJ by mc or undcr npdircci supciNisfon and that I am u licenscd 17ofcssionul Gn_inccr amd Prulcssional Survcvur undcr ilic laws uf dic Statc uf Minnesotu. &IMP91A,?l:cr (X 1 Fr - _ _ I FWND CAPPFD %gG . 1/2' IRON PIPE t`OMa) a ?---?-- i BuW I ? I X I Irm:0 4 ul x 3 --7- I ' o I O 0 24. ? x O ? N 9 ? I I ? I I ? ? ,o L Xs1xs GRAPHIC SCALE 30 0 15 30 ( IN FEET ) G z A IJ ¦?? 0 m y 2 W 6 z 0 ± %, Q? 3)? W :3 2 C = g? 3 ? O ? ? ?. ? e I ? 40 A O RI i I I ? ? ' ? ? I I I ? .r. ? ?a ? ?r i " O ""C?? I I xN sN I ?p m _""_ .\ X ? 4.7fi `', ? U 0 ?a ? J u ••I ?I O ? I xF ? I I X _ '11 I? F, ?, II I,,.I.?-/ ? 5. ; X ? , . . , x x •. ?.? i , ? . 5 ? I(? ORAINAGE AND U _l TIUTYiEASEMENT (TYP) , N00'01'10"W .?Xrolo-----'--90' ACCESS CIXJ7ROLPERPLAT-?-F-}-i-{ v° I ? I i $n N IA 9y `? - IN 9? ?( IN m ?? ???.QO1 I n i BIIUMINWS ? pATM G OD Z f I ; 110 6 t ; z y OD ?z I I ? O I I v I 5 I j ' A > z : ? ? 0 } r rlAT9 I?r N i n. s x , 111 ,4 4 W . ? 20 fOOT K1VE ? I y? ? P' ACCESS POINT 1 R PER PLAT 1 16 J ,. ..•.. .....•-•. ; $ ..:.,,: :. yc? ?.. . _ ? f10UNU CAPPEO P' IRON PIPE 1 iy 1 i IPROPOSED ORIV£ TO MFTCH AT PATH ?E%IS71NG Ct1RB CUT TO BE REMOVED, I pROPOSED NEW CURB CUT AND CURB REPLACEO ? I 1 1 ? APVRO%IMAIE SERVICE LOCpnON PER CITY OF EACAN ? ENGMEERING OEPAR7AIENT, INYERT ELEVATION NOT AVAIUBLE. ? FIEID OERIFY LOCATION ANO EIEVAIIdJ PRIOR TO CIXJS1RUCilON. ? PILOT ? KNOB ? ROAD ? ? v 1 1 ? ? L? ? v 1 ? ? ¦ Complete items 1, 2, and 3. Also complete i[em 4'rf Restricted Delivery is desired. ¦ Prirrt your name and address on the reverse so thet we can retum the card to you. ¦ Attach this card to the 6ack of the mailpieca, or on the front 'rf apace permits. 1. ArdGe Adtlfessed to: u :7J(I $ A9eM B. 1114ceNed bv (PNnted Neme) I C. D. Is delivery ? d-. ,. 1? ? Ye? ? No U H VES, enter del? 72CA'S" ? a ice rype CrHfled Mall ? Ewm Mail U'RWIstered 0 Re1um Reoeipt for MercherMise O Inswed Meil ? C.O.D. 4. ResMCted DelNey! (Ek6a FeeJ 13 Yes 2. AMde Numhet ?.??? ? ???n ?? ?6'71 i??a PS Fortn 3811, February 2004 Domestic Return fteceipt 10259502-M-15i0 UNITED STATES POSTAL SERVICE I I I II I PB?S ?N& ?e;s0 Paid ase print your name, address, and ZIP+4 in this box • ,09205 ENGHN Citv of Eagan ING DEPARTPA?? PiloiN ?5122-Road 897 ?3: iF! i nu P-tBP S CertMetl Fee fiBlum Reaeip[ FeB Posbnalk (EntlorsemeM Requlred) Here ResWded Dellvery Fe9 (EMasemBM HBquIrBG) r ) O. cl, Tolal Poetege & Feea $ J "L? ? ? u,voSm No._!s (..°-• •. .?rL3'.r •--•_• _• ,-•_•- ••_._._._. C@(IIf10dM81IPr0VIdCS: ?as?aiey)zppZE?nr'aoaemojsd m p mailing receipt c o Auniqueitlentifierforyourmailpiece o q record of dalivery kept by the Postal Service for fwo years lmportant Reminders; o Certified Mail may ONLV be combined witli First-Class Mail, or Priority Maia ¦ Certified Mail is notavailable for any class of international meil. o NO INSURANCE COVERAGE IS PROVIOED wdh Certified Mail. Fo valua6les, please consider Insured or Re9isteretl Mail. m For an additional fee, a Retum Receipt may be requested to provitle praof o1 delivary. To obtein Rewm Recaipt service, pfease complete antl attach a Relum Receipt(PS Form 3817) to the artide and add applica6le postage to cover th[ fee. Endorse mailpiece "Return Receipt Requested°. To recerve a fee waiverfor a duplicate retum receipt, a USPS9 postmerk on your Certified Maii receipt is reqwred. o For an etlditional fee, delivary may be restncted to the addressee oi adtlressee's authorized agent. Advise lhe clerk or mark the mailpiece with thf endorsemenf 'Restrictad Delivery". o If a postmark on the Certified M3il receipt is desired, pleese present the artl. cle at the post office for poshnarkinp. It a postmark on the Certified Mai receipt is not needed, tletach and aHix la6el wRh postage and mail. IMPORTANT: Save this receipt and present tt when making an inqulry. Internet access lo delivery informatfan is not available an mail addressed to APOS antl FPOs. City of Eapn Pat Geagan Maron Peggy Carlson Cyndee Fields Mike Maguire Meg Tilley COUNCIL MEMBERS Thomas Hedges CITY ADMINISTRATOti MUNICIPAL CENTER 3830 Pilot Knob Road Eagan, MN 55122-1810 651.675.5000 phone 651.675.5012f2x 651.454.8535 TDD MAIMENANCE FACILITY 3501 Coachman Point Eagan, MN 55122 651.675.5300 phone 651.675.5360 tax 651.454.8535 TDD www.cltyofeagan.com THE LONE OAK TflEE The symbol of streng[h and growth in our community. May 6, 2005 Mr. John Stanton Ms. Ami Whitney 661-4'h Avenue Mendota Heights, MN 55118 VIA FAX & CERTIFIED MAIL Re: Driveway/ Drainage/ Certificate of Survey Issues 2993 Pilot Knob Road Deaz Mr. Stanton & Ms. Whitney, This letter is to inform you of the City of Eagan's placement of a hold on all City inspections and certificate of occupancy (C.O.) of the house on the above- referenced property. This hold is again placed due to several building permit and development issues that have not been addressed despite numerous City notices. The outstanding issues, and actions required of you before the hold on City inspections and C.O. can be lifted, are as follows: . A revised Certificate of Survey (COS) depicting a change in house/ gazage, and surrounding lot elevations. A field inspection by City "staff has noted that the garage floor was constructed approximately 1 fr. higher than shown on the Certificate copy originally submitted with the building permit application. Raising of the house/ garage foundation elevation creates lot grading and drainage concerns detailed below. Action required - Submit a revised Certificate of Survey (COS) depicting the change in house/ gazage, and surrounding lot elevations, and providing for proper lot drainage in accordance with City standazds. • The change to the house elevation results in azeas adjacent to the house where the slopes appear to exceed 3:1, therefore requiring retaining walls as required on the current COS. Action required - The construction of retaining walls on the lot to maintain slopes at 3:1 or gentler. . As is currently graded, the proposed driveway to the house was raised to accommodate the new gazage elevation, but prevents the overland flow of water from the southeast comer of the lot towazd the north, as planned on the original COS. If these grades are perpetuated, water would pond in the southeast comer of the lot. Action required - Provide for flow of water from the southeast corner of the lot across the driveway. This can be accomplished by either lowering the driveway to the original COS elevations, or by installation of a storm drainage pipe underneath the driveway. . A driveway extension from the shared access from Pilot Knob Road to the exisring house on 2987 Pilot Knob has not been completed. City staff understands that there was a mutual agreement between yourselves, the developer of the property - River Run Properties -, and Amy Regan - 2987 Pilot Knob Road - that this extension would be completed with the construction of the driveway to 2993 Pilot Knob Road, at Ms. Regan's expense. However, on May 5, Amy Regan told City staff that she has not agreed to be involved in payment of the driveway extension. While this issue is more closely related to the overalT development with River Run, it must be fully resolved prior occupancy of the house 2993. Also, a portion of the blacktop trail and concrete curb on Pilot Knob Road was damaged as a result of construction activities for 2993. Action required - A meeting between all affected parties must be held to determine responsibility on this item. This meeting will be coordinated by you and should include Ms. Regan, representatives from River Run Properties, City staff, and yourselves. Repair the blacktop trail and concrete curb in accordance with Dakota County permit standards. • 2993 Pilot Knob Road is in violation of City Code regarding planting and maintenance of trees and grass on private property. All turfgrass sha11 be established through sodding or seeding and mulching within eight months of the issuance of the certificate of occupancy or within 12 months of issuance of a building permit, whichever is earlier. The building permit was issued in April, 2004. Action required - Establish turfgrass on the property immediately. Upon satisfactory completion of all these items, the City hold on inspections and C.O. will be removed. I look forward to meeting with you. If you have any questions regazding, or wish to discuss, these items prior to a meeting, feel free to contact me at 651-675-5645 or j orderna,citvofea ae n.com. Si cerely,S? ? ohn Gorder Assistant City Engineer C: Tom Colbert, D'uector of Public Works Amy Regan, 2987 Pilot Knob Road Jeremy Schackle, River Run Properties Tim Pahr, Engineering Technician , °'°" THtS PRODUCT 08106/2004 14:15 9524320694 LAMPERTS PA6E 01/03 I ....?? .un aV:a•i rnn :,nZaa6J.117 TRUS iOIST Q002 'AT-nl ?? , : SteirwBp Tranaam Header ?u 1PA"Mrm )8 yry ymp??a 2 Pcs pf 1 3/4" X 5112" 1.9E Nficrollam?LVL /- 1 ume. ri+arsooa??:ir.z?w? CdNTROLS FORrTHE APPL! Ai'ION AND LpqpS LISTED Renmer &w.a112 RW SkMMU E?? f AI[ dkewe8km5 ara ilortttointg, ~---5 S'-J LOAD9; Anetysis is /or e Drop Beam Membar, Tlbutary LoeE Wrd(h; 1 • Primery Load Group - gqpw (pao; a,r_0 Llve at N5 54 duratbn, 77,0 Deed Verticel Loads; TM Ci°°S Llva Dead Locetion Applicafion Commant Utrifomt(PIl) Snow(1.15) 740.0 316.0 0 To S 3" Replgces SUPPbRT$: See 7J SPECIFlER51 Bv14pERS GUIDE for tletaft{s); Lt; gloeAing •Beahng langth requirement exCeBdg input gt support{c} 7. 2. Supplementel hercJware ia roquired lo satigfy baarinq requireuwnta. D Rrotl= 1311MVamle Ccrooptug. MPk4 BaerlnQ Vertlea! Reqetbns (Ipe) Oelall Other WIOfh length LivelOeadlllpllMtTOtal 1 S1utl wall 1.50" 1.77^ 1843/84l 1012783 lt: Biocking Custom Blocking 2 Studwall 1.50^ 7.77" 194318411012I83 L1:BbdJng CuetomBlodpng BIaN CON O • Maximum Sheer (ba) 2783 MomeM(Ft{ys) 9853 live Load peg (A) 7afe1 Load Oef1(In) Deeign Control Control -2185 4206 Pas¢ed(51%) 3853 4RR9 Dseeed (75Yo) 0.163 0.262 Pa590d(1./471) 0220 0.350 Pessed (1-1287) Locatipn RL Bnd Spen 1 urniet 3now baCing MID Span 1 umier Snow bading MIO Spen 1 under Snow loetling MID Span f urMer Snow badfny -De110ction Criterla: STAUpqRD(LL•U240,TL:U1b0). -&aGn9(Lu):,4II comprewlen edpes (fop and bottom) muat be brsczd at 5' 3" o!c unlesa Uelalletl otherwlse, propar attgcFimaM and posiAoning of leteral hraeing la raquired W echleve m0mber alabillry. 'Qeal9n aseumes adequate corttincrous lat0ral support of IAe comprac6ipn edge. gDDiT10NAL NOrcn- -IMPORTA- tJ7? Tlre anslya;p PrA8e49d is W?utfrom software tleveloped by True Jo16t (TJ). Apowahle produdvaluea shovm are In accordance y,ith arrrern TJ t k_pd a e eei n lues. TJ Engineering Aas ve?ed Ne snalyais. 7he input foads snd dimensiens heve neen prwbed by othera 0.1 and must be vertNsd and approved iorthe speciflc epplicatbn b tha de?gn ' Me project. y professional for -7HfS,aNqLYSIS FOR TRUS JOIST PRpDUCTB ONLY! PRODUCT Su2gTITUT10N VOID3 TIiIS ANALY61S. -Allowabla Stress Design melhodoMgy was used for euilding Cade UBC analyzing fhe 7J DJsMhutlen proyuct listed ebove. -NoLe: 3ea TJ SPECIFIER'S / BUlLDERB 4UIDES fer multlple ply coenectlrn, PROJECT INF RMqTfON? Susaei Corp, SqntcnANhi6rey 2993 QPERATOR INPORMATION• Jenai Burp True Joist 4530 Wavt 771h Sheet ENna, MN 55435 Phone : 932-89B-t 115 Fm : 852-8B6-7117 bu40trusJoistcom cnpvzxBn[ e xe^7 ay Tova .lelvc, e Mwy?chnev?er eualnnnn Niereilnrm vA iwqls}eesd traeiwmvrk p= xrue jotsC. 08/06/2064 14:15 9524320694 LAMPERTS PAGE 02/03 rnl I.4:48 k'AS 1l528B81117 ? f TRUS JOIS'1' >r-? LAII[pTsRTS AppLF,VA Q002 TdBeMryT?BdOSmIU1MA,?."?'°?"`ioo??os°i""°o 3 PCS of 1 3/4" X 14" 1.9E MicrollamQ LVL uaar, 4 aaRm. 1:.i@56 =M ""°°, THIS PRODUCT MEETS OR EXCEEDS THE SET DE51GN C4NTROLS FQR 7HE APPLIGATION AND LOADS LISTED a.F" s^ 64 Pmdutt Dlaprem is Conceptugl. LOADS: AneiySls Is for a Drop Beam Member , TribuWry l.oad Widtb: 1' Pnmary Laad Group - ResidenNal • L lving Aieae (ps?r 409 Live at 100 % daratfon. 12 0 Dead Vertical Loads: . Type Class Live pesd Loeatlon Appllcetion Comment Unifprm(pl@ 'rloor(7.00) 800.0 240.0 0 To 12' Reylaces Unlfarm(pN) Ploor(1.00) SOG,D 150.0 12' To 20' 8' Replsces Unlfarm(plf} Flow(9.00) 800.0 240.0 20' 6' To 36' Replaces SUPPORTS• lnPut Bearing Venical ReaeHons (Iba) Detall Other Wtdth Lengtly Llve/DeatlNpllfVTota! 7 Stud wall 5,56" 5.50' $289 f 57121 D 17001 L1: 6locking 1 PIy 1 3I4" k 14• 1,8E MiuollartnO LVL 2 Stael column 3.50" 150" 10839 / 2498 10113437 L5 None 3 S[eel column 3,50° 3,88" 11789 / 2716 10114504 L5 Norte 4 Siud wall 5.50" S.Sfl" 5197 / 16901016877 L1: Blocking 1 Ply 1 314" x 14" 1.9E M'rerollamO LVL -See TJ SPEClFIER'S / BUILDERS GUIDE for deW11(s): L1: Blocking,L5 -Bearlnp length requirement exceeda input at support(s) 9. Suppiemantal hardware is required to satisfy bearing requiremenis. DESIGN CONTRQLSc Maximum Destgn Control Control Locstlon Shear (!bs) 9209 M 7817 13965 Pasged (SB%) Lt, end Span 3 untler Floor ADJACENT span loading oment (Ft-tbs) -21298 -21286 36387 Passed (594'e) MlD Span 2 undet Fbor ADJACENT span loadirtg Llve Load Defl (fn) Totai Load Defl (In) 0.274 0 3 0,506 Passed (L/664) MID Span 1 under Floor ALTERNA?E span loading D , 82 0.756 Passed (L603) MID Span 1 under Floor ALTERNqTE span loading • eflectwrt CnteNa: MINIMUM(Li.;U360,TL:V240), -Bracing(Lu): Alf compresslon edgee (top and 6ottom) must he hrecetl at 10' 6" o/c unless detailed otherv?ISe. Proper attachment and posiGoning of leterel bracing Is raquked to atfiieve member stabAky, -Tha baC conditions considared in thls design analysis inciude aRemate and adjacent member pattem bading. PROJ_? INFORM,TION• Sussel Corp Stanton-Wnlfiey Resldence Don wlLamperts qpple vaAey OpER4FOR INFORMA710N• Stephen Meyhew Trus JoiSt 4570 w. 77th. Street Edina, MN 55435 Phone: (952)896-1115 Fax :(952)696-1117 mayhows@tnisjoist.com [epy.ivnx n+ tOn? ny irua ?[. n x-y.tM.u.. x 9nam?Rv VlevolleNu Se a xnpla:eret! trmeoce? o: M. 08/06/2004 14:15 9524320694 LAMPERTS PAGE 03/03 vuioNivn, rxj, 15:50 Fd$ 8528981117 , TkUS JOIST oyi L,1HP6RTS nPPLEYA 3 Pcs of 1 314" x 14" 1,9E Microllam(D LVL lMp!: A 9!d!]OOd 1;4B:56 pM P°wz en;^°v«.m:I ,a3 THIS PRaDUCT MEETS OR EXCEEDS 7HE SET DESIGN CON7RaLS FOR THE APPLICATION AND LOADS LISTED ADRITIONAL NaFES: -IMPORTANTt The snalysls presentaA Is output frum software devebped by Trus Joist (TJ). allowable protluct values shown ere in axordairoe with wrrent SJ materisfs antl cooe ecceptetl design va{ues. TJ Engineering Mas verified the analysis. The Input loads and dimensions bave been provided by ofM1ers L]7e?swfc,a4c.xs U. ) ahd must be veriFletl entl approved Por lhe speclfic application by the deslgn professional for the proJea. -THIS ANALYSIS FOR TRUS JOIST PRODIJCTS ONIYI PRODUCT SUBSTITUTION VOIDS THtS ANALYSIS. -Allowa6Je Stress Deslgn methodabgy was used for Building Code UBC analyzing the TJ DlstrlbuCon produd Iisted above. -NOte: See TJ SPECIFIER'S / Bl11lDER'S GUIDES tor muttiple ply connedion. PROJECT INFORMA710F1• Sussei Corp Stanton•Whitney Rasltlence Oon wlLamperik Apyle Valtey OPERATOR INFORMATIOW Stephen Mayhew Trus Joisi 4570 W. 77th. Street Edirta, MN 55435 Phane : (952)896-11 15 cax : (ssz)ess1+t7 mayhewsginu sjoist, com Z00S ?arr.aht 0 :ooe by a.n aes.s, e x•y?en..»ver euaene.e kSOSailevN i. n ropiaeee.d !raaemst o[ Teue So:nc. City of Ea?d? Pat Geagan MAYOR Peggy Cadson Cyndee Fields Mike Maguire Meg Tilley CAUNCIL MEMBERS Thomas Hedges CITY ADMINISTNATON MUNICIPAL CENTEP 3830 Pilot Knob Road Eagan, MN 55122-1810 651.675.5000 phone 651.675.5012fau 651.454.8535 TDD MAINTENANCE FACILRV 3501 Coachman Point Eagan, MN 55122 651.675.5300 phone 651.675.5360fax 651.454.8535 TDD www.cityofeagan.com THE LONE OAK TREE The symbot of strength and growth in our community. August 23, 2005 Mr. John Stanton Ms. Ami Whitney 661 4?' Avenue Mendota Heights, MN 55118 Fax:651-645-8371 Re: 2993 P{?ilot Knob Road Repair of Trail I ra.rcei[ icf% F Deaz Mr. Stanton & Ms. Whitney: Delivered Vis Fax & Mail In conjunction with connection to water and sewer services for your property at 2993 Pilot Knob Road, your builder disturbed the blacktop trail along Pilot Knob Road. This damage to the trail occurred several months ago, and to date has not been repaired. T'his has caused prolonged and unnecessary inconvenience to pedestrians and bicyclists along Pilot Knob Road, and exposed the City, County, and you to increased liability risk. This letter is to inform you that if the trail is not repaired in a satisfactory manner by you or your contractor within by 5:00 Thursday, August, the City will repair the trail and invoice you directly for this work. If this occurs, the certificate of occupancy will not be issued until the invoice is paid in fizll to the City of Eagan. Please contact me at 651-675-5645 to discuss your plan of action regarding this matter. Sincerely, ohn Gorder Assistant City Engineer I Complete items 1, 2, and S. Also complete A kem 4 if Restricted Delivery fs desired, x I Print your name and flddress on the reverse so that we can retum the card toyou. & I Attach this card to the 6ack of the mailpiece, or on the froM 'rf space permi[s. . lvticleAtldressed to: ?'i?Wfi?` ?:.?1'-?? LP(?j?? D. Is deliv If YES, Agent ? - - ". u naaressee n/ hy (Printed Nerrre) C. Date of Del' ??-? om" 7? ? Yes 7l tadGress ??. ? No \\ ?j 4 3. Type K?eglfflcl Mail O Epass Mal stered ? Relum Receipt for Merchandise ? Insured Mail ? C.QD. a. aesmcted oeiroeryi (EZrra r-ee) O res . Article Numbar _(ftnsfe.fmm??? jk? 25fb i24L 1671 13Go2 S Form 3811, February 2004 DomesUc Retum Receipt 7Qy5ggp?M.?gpp COUNCIL NIEMBEH9 I Deaz Mr. Stanton & Ms. Whltney, Thomas Hedges CITY AUb11NI5TRATOfl MUNICIPAL CENTER 3830 Pilot Knob Road Eagan, MN 55722-1810 651.675.5000 phone 651.675.5012fax 651.454.8535 TDD MAIMENANCE FACILffY 3507 Coachman Point Eagan, MN 55122 657.675.5300 phone 651.675.5360 fax 651.454.8535 TDD www.cityofeagan.com TXE LONE OAK TREE The symbol of strength and growth in our community. ?X & CERTIFIED MAIL Issues This letter is to inform you of the City of Eagan's placement of a hold on all City inspections and certificate of occupancy (C.O.) of the house on the above- referenced property. This hold is again placed due to several building permit and development issues that have not been addressed despite numerous City notices. The outstanding issues, and actions required of you before the hold on City inspections and C.O. can be lifted, aze as follows: • A revised Certificate of Survey (C05) depicting a change in house/ gazage, and surrounding lot elevations. A field inspection by City staff has noted that the gazage floor was constructed approximately 1 ft. higher than shown on the Certificate copy originally submitted with the building permit application. Raising of the house/ gazage foundation elevation creates lot grading and drainage concerns detailed below. Action required - Submit a revised Certificate of Survey (COS) depicting the change in house/ garage, and surrounding lot elevations, and providing for proper lot drainage in accordance with City standazds. . The change to the house elevation results in azeas adjacent to the house where the slopes appear to exceed 3:1, therefore requiring retaining walls as required on the current COS. Action required - The construction of retaining walls on the lot to maintain slopes at 3:1 or gentler. . As is currently graded, the proposed driveway to the house was raised to accommodate the new garage elevation, but prevents the overland flow of water from the southeast corner of the lot towazd the north, as planned on the original COS. If these grades are perpetuated, water would pond in the southeast corner of the lot. Action required - Provide for flow of water from the southeast comer of the lot across the driveway. This can be accomplished by either lowering the driveway to 050725 3/27/23 WHI1'NEY,AMI ADVANCE SURVEYING dc ENGINEERING CO. 5300 S. Hwy. No. 101 Minnetonka, MN 55345 Phone (952) 474-7964 Pax (952) 474-8267 SURVEY FOR: AMI WHITNEY SURVEYED: August2005 DRAFfED: August 25, 2005 REVISED: Decemberl4, 2005 to show new driveway, spot elevations, and low opening elevatlon. December 19, 2005 to show ]ot coverage, drainage arrows, and exisung gadient. February 6, 2006 [o show location of sewer cleanout and water valve. February 17, 2006 to show rype of house. March 15, 2006 to show location of city sewer service. LEGAL DESCRIPTION: Lo[ 2, Block 1,1he River Run Additioq Dako[a County, Mimesote ADDRESS: 2993 PILOT KNOB ROAD LIMITATIONS: The scope of our services for Ihisjob is as follows: 1. Showing the leng[h and direction of boundary lines of the above Iegal description. The scope oFour services dces not include detertnining what you own, which is a legal matter. Please check the legal description with your records or consul[ with competent legal cowsel, if necessary, [o make sure ihat it is emrect, and that any matters oFrecord, such as easements, that you wish shown on the survey, have been shown. 2. Showing the location of existing improvements we deemed important. 3. Setting new monumenfs or verifying existing monuments W mark the comers of the properiy. 4. Showing existing spot elevations necessary to show eleva[ion di(ferences on the site. 5. Due [o significant snow cover, all utilities may no[ have been located. STANDARD SYMBOLS & WNVEN770NS: "0 " Denotes I/2" ID pipe with plastic plug bearing State License Number 9235, sei, unless otherwise noted. Proposed elevations are shown with a boz acound them, while existing elevations are shown without a box. Arrows indicate ihe pmposed tlow of stomi water on [he sire. I heteby ceitify that this Plan, specifiaatiM report or siavey was prepared by me or umdec my direct supeivisian and that I am a licensed Profesaional Engineer and Professional Surveyor im?der the laws of the Sfate of Minnesota on I 1 l 1 / r.n nn am ,t H. Parker P.E. & P.S. No. 9235 GRAPHIC SCALE LOT AREA: 16489 S0. FT. LOT COVERACE 5024 PERCENT COVERAGE 30% me 30 0 75 30 60 %9t93 ? - - - - - - - LOW ElEVA710N ? / ? V I var+o cr,raco 1/'L' IRON PIPE 91)? 184.1 X91G1 ? - X9180 X91BC 3 iq b Q 8 n X9185 ------- -- r? eunnwc sereAa ?rnj• _ xsewl ns.r eLoeK RI xMr LOw OP ? I %9eL?ElE? 9 X9mzl %920.I I ` LB ? ml ? 6 ? , I exisnN xva., FRAME %'R??1? flqST Fl 101M RI ,r.. ? J /I wes.3` oecK 9N. 92"'? ?R. Xv269 ?-?9LOCK RETAINING WALI ,o L «. z'z'° - - - - - ?----- ea.c n I You Yoxn rarro cAvrco i/z• ina+ are M °:YED IBy DatC BAGAN EMGIIYEERING DEP'[: ( IN FEET ) u -eci+auum ?j TOP NIIT XYpRANT ELEVAl10N - 934.13 ? R", I _ _ _ _ _ _ _ _ _ _ _ _ _ _ T_ _ ? T I I ? I I ? I I I I I I 'ENINC ? I I I ' 9?9•?? E%ISTING RESIpENCE I I FIRST ROOR ELEVATpN.947J ? GMAGE FLOOR gu?a , ? ELEV.926.9 I ou W I Nf6 a N8954'oo'w X9213 ` -?L-=-----------x?xas ----- - ? ? - ?? MRT? q2 ? ? INING WALL --? x9211 1 s4e CGxput ?.\i?? ?c (.u?eo.) _ •? - ??,,,,,,.?..,,,,,,/?.92,2 - .__.? -? -------ure1 -----xazsati-------J ,o I? O ?a » SEWER YAMIIXE INVERT-927,2 N ROOR ELEV4110N-930.1 3:1 M8XIP41UPP1 .?'ieOR2s or Reeaining WaII bYi18 Ba Rc-c;uired ?, /71\4 ? Q $ ?o ? 3 I M7 ? I °< M 5? Z ----------- I? DWG NO. 040725 JU?/1V1 ? 4N?O V1 Address: 2993 Pilot Knob Rd 55121 Lot: 2 Block: 1 Subdivision: River Run Addition TNE FOLLOWING ITEMS WERE/WERE NOT COMPLETE A7' FINAL INSPECTION ON Yes No Comments Final grade - 6" from sidin Permanent ste s - arage Perrnanent ste s- rnain entry Permanent drivewa Permanent gas p Retainin Wa11or3:1MaxSlo e tI; W& 115 ;n pl4ce, Sod/Seeded lawn ? TraiUcurb dama e UP.i?@D t) -. SAa ?.J Porch p? OR-G Lower level finish Deck )O Fire lace K ft/1 pa • Vedfy with your builder that roof test caps from the plumbing system have been removed. • Turn off water supply to the outside lawci faucets before freeze potential exists. e Call the City's Engineering Department at 651-675-5646 prior to working in right-of-way or installing irrigation system ? BUILDING INSPECTOR: CONTRACTOR: John Stanton 661 4th Avenue Mendota Heights MN 55118 Xj?(2-9 cq ;e,5 050725 3/27/23 WHI7NEY, AMI ADVANCE SDRVEYING & ENGINEERING CO. 5300 S. Hwy. No. 101 Minnelonka, MN 55345 Phone (952) 474-7964 Fax (952) 474-8267 SURVEYFOR: AMI WHITNEY SURVEYED: August 2005 DRAFTED: August 25, 2005 REVISED: Decemberl4, 2005 lo show new driveway, spot elevauons, and low opening elevauon. December 19, 2005 to show lot coverage, drainage azrows, and existing gadient. February 6, 2006 to show ]ocation of sewer cleanou[ and water valve. February 17, 2006 ro show type of house. March 15, 2006 [o show location of city sewer service. LEGAL DESCRIPTION: Lot 2, Block 1, The River Run Addiuon, Dakota Coimty, Minnesota ADDRESS: 2993 PILOT KNOB ROAD LIMITA170NS: The scope of our services for [his job is as follows: l. Showing the length and direction of boundary lines of Ihe above legaf descripuon. The scope of our services dces not include deteanining what you own, which is a legal matter. Please check the legal description with your records or wnsult wi[h competent legal counsel, if necessary, to make sure that it is comect, and [hat any matters of record, such as easemenls, that you wish shovm on the survey, have been shown. 2. Showing the bcation of existing improvements we deemed important. 3. Setting new monumrnLS or veri(ying existing monuments to mark Ne comers of ihe property. 4. Showing existing spot elevations necessary to show elevation di£Ferences on the site. 5. Due to significant snow cover, all uUlities may not have been located. STANDARD SYMBOLS & CONVENTIONS: "o " Demtes 1/2" ID pipe with plastic plug bearing State License Number 9235; set, unless otherwise noted. Proposed elevations are shown with a box around them, while exisling elevations are shown without a box. Arrows indicate the proposed tlow of stolm water on the site. I hereby certify that this plen, specification, report or survey was prepared by me or mder my d'uect supervieion end that I am a licensed Professional Engineer and Profeseional Siuveyor imder the laws of the Smte of Minnesota. H. Pazker P.E. & P.S. No. 9235 GRAPHIC SCALE L0T AREA: 16489 SQ. FT. LOT COVERAGE 5024 PERCENT COVERACE 30% 30 0 15 30 60 ( IN FEET ) zc •BENCHYMK TOP NU1 HYURANT EIEVAnpN ? 93I,13 r---------------------r---, I ? I ? 4 I I ? ? I I I LOW OPENINC ?I I I ELEVATION = 919,1-? E%ISTNG RESIDENCE I I virtsr noae euvAnon.927. I .. ?g? ? fJ1RACE fL00R 8?? pw I I ? [UV.926.9 I ry?? s I FWxD CMPED N89'54'00'W x?61 1/1' IRON %PE 9?7.ex 184.87'(MEAS) 184.57'(PLA1) %91" X91&9 ai X9P1] 918 ? ? H X9163 1 b d ? f ? ` ?_%9EI3 __ _ ------? - - - - - - - v - - - - - _ - _ _ _ _ _ L x?b 72 t ? euiwinc se7eA6-( (-rrr)-? J; X9203111 919.7 BLOCK RETNNING WALL -? . ??•u a I.?eu? -, •`? I ? x9eu7 Lax oaewwc (?ae.) X9231 I xvzuIucV=9212 ?•? ?t? >23 xnao x"LiI l I x9m7 151 t 2 .9 ? y t ??? ? v Mi J ? ?O $ 3 -i ? ?j I, M) O I ? ? EXISTING 2 STORY W7,5 ? e?w?mr.yzyn °P'+?t 1 I Z 'b O I ? yE e xuI.o FRAME LOOK OUT P g nxs. nooR _930.0 LOw ROCR .92031 0?S I ? I p ?? , y ? sza ?a o ?/ s2?i DECK WItAGE FLOOR -92&t ?,?° ?1 z I ? ? o r?? 9:.. , •? 9 ? X9269 ? 926.0X ? I BLOCK RETAINING WALL 41 ? 927.e ? 10 i X9238 92)9? L-?'-------------------------x':`-`ti-------J ,a X9193 w460 X9Y61 %9P6B 18411 X 6 189.91(ME ) 189.61 PLA x"L• x? 47.3 voueio cnvPeo 1/2- ?? RPE x,p,., se9-54'oo'e x? R, E E D gy ,... Date S - 05- EAGAN ENCB?NG DEPQ. 92fl6 //EXis'nNG BUILDING ROOR ELEVAl10N-9JQ4 230 i N 9]I.3 ? 5 ?-ratn wi•e " ? tl?927.5 ` a °' I i ? a lo ? ? I ? I T I i i I i L 2an 9]03 ? ? -? 0 ? azas ? , ? z rouNO cArveo 1/1' IRON PIPE ?I ? ? I C Q rc ? u ? u?S s ? t2 g I 3 ? C I 50 I? O i ~ I? 3:9 mattirPturrt SEo,pBffi or Retaining UVall Wil9 Ba P,aquired 'i $ENERINVERTMpNHOUE.9]7.7 N N DWG NO. 040725 ? c •: _ _ , ""tl . „ . ' ' . _.jf RECEIVED MAR 16 2006 EH6NIV ENGINEERING DEPARTMENT 050725 3/27/23 WHITNEY, AMI ADVANCE SURVEYING & ENGINEERING CO. 5300 S. Hwy. No. ] Ol Minnetonke, MN 55345 Phone (952) 474-7964 Fax (952) 474-8267 SURVEY FOR: AMI WHITNEY SURVEYED: August 2005 DRAFI'ED: August 25, 2005 REVISED: December14, 2005 ro show new driveway, spot elevatioas, and low opening elevation. December 19, 2005 [o show ]ot coverage, drainage arrows, and exisling gradient February 6, 2006 to show locatiou of sewer deanout and water valve. February 17, 2006 [o show Type of house. March 15, 2006 to show location of city sewer service. LEGAL DESCRIPTION: Lot 2, Block 1,'fhe River Run Additioq Dakota Counry, Minnesota ADDRESS: 2993 PILOT KNOB ROAD LIMITATTONS: The scope of our services for this job is as follows: 1. Showing the length and direcfion of boundary lines of the above legal description. The scope of our services dces no[ include detertnining what you own, which is a legal marier. Please check [he legal description with your records or consult with competent legal counsel, if necessary, to make sure that it is cortect, and that any matters of record, such as easements, that you wish shown on the survey, have been shown. 2. Showing the location of existing improvements we deemed important. 3. Setting new monuments or verifying existing monuments to mark the comers of the property. 4. Showing existing spot elevafions necessary to show elevation differences on the site. 5. Duc to significant snow cover, all utilities may not have been located. STANDARU SYMBOLS & CONVENT[ONS: "0 " Denotes I/2" ID pipe with plasGc plug bearing Stare License Number 9235, set, unless olherwise no[ed. Proposed elevations are shown with a box around them, while existing elevations are shown without a box. Aaows indicate the proposed flow of storm water on the site. I hereM' cabf}'that this Plan, specification, report or survey was impazed by me or under my d'uect supervision and that I am a licensed Profesaioml Engineer end Professional Surveyor umder^the laws of the Smu of Minnesom. -? L?d 1 , P. RAn . am H. Pazker P.E. & P.S. No. 9235 LOT AREA: 16489 50. FT. LOT COVERACE 5024 PERCENT COVERAGE 30% ix •BENG1YAqK TW NUT XYpRMIT ElEVA710N ? 971.13 - - - - - - - - - - - - - - - - - - - - - - ? r- ? I I ? I I I I I I LOW OPENING I I ELEVAl10N = 919.1,, EXISTING RESIDENCE I ? vinsT n.oa+ eLEvAna+.927.7 I ?g? ? CI1NAfi FLOOR H u?I ? I A y? ElEV.916.9 I "aw u°i? I ?i<u 4 ---- I raNO cAnrco N89'54'00'W 1/2' IRON PIPE X91b1 ? vv.ex 164.8T(MEAS 184.57'(PLA? m vze, o ? 1 s.7s ? X91B.9 n Xsess ? 1 in ? n X91&] ? ` ? 92&, ?U?11%931.{ ------- -?"--------------------- ?? ? - ? i - - - K9243 ?. ` 931: 931.7 - ? I ? - - - x'?? Q' ? I euRDINC SE?BAdt (TYP)-- =. I'd 42.5 F %92031I 919A pN BLOCN RETNNINC WALL , V„X92L ?P 63. 'r""" ? 9TA X92 a1 ' PEN G gG p?µpyl ?, / Dq. CZ V - I lON IN (.in0o?) O xs2uELEVw9YJ.Y • ?•? ?S. 7a3 i ?'xsx?s r X9IBA X92121 I %920.) ?e 9E49 1 ? 9 7.1 92). ? ?3 e ?1 ¢ Fp?Q % ? MlC/ Wlv! ? E3 4B vx» t I ` o •- I N?927.5 i y ? i ? gQ d l m M., ? o ? ? 17'o 8 I " EXISTINC 2 STORY yz?,y dw rw..stao ?x 9 I Z a a I 0 ? 1 y2 ? xm.7 . FRAYE LOOK DUT _ sxrs J? L' _"' , sx>3 ?'?"? ' F-- ? o Q ? p XseI.d I FlRST ROOR -970.0 , LON ROOR .920.31 q I ? ? I ? s § a I^ n 0 op rk I ? 13 DEfX WRAGE ROOR .978.4 9250? 9E4 W 5,9 C X f . ' xuss ? / ° BLOCK FETNNING WALL . s ses.ox : ? i I W4.4 9I14.o / x t0 r xsESe sz7s ? L-??------------------------"--------J,o X919.5 yE??? X9EG1 %9Y68 ?? 1 gp6,6 ?n Farro ??ppEO 12 789.97 IAE S 189.81 PI A X9M4 xvnu ?.E 1/2• inoa vire GRAPHIC SCALE 30 0 15 30 60 ( IN FEET ) `.7S89'54?00"E 9Y6e xsese 929s /EXIs-nNG uiLowc lI0N-91I.1 i I 1 ? ? 'sRL ? \ 921D / •, , FWND CMPED 1/2- OtON HPE I < a N z ? ? 6 ? N < g I ? ? ? I O ? I 9322 ? I 9 I/I?1?1 .?? I ?1 ? I / 1 O 50 I? O I~? I? 3:9 CF^ximum Slopes or ;-;__=:'111ng lNaII dUill Ba f,equired ? N N sewta uANNae INVERT.937.2 N N N DWG NO. 040725 17 ?11 :fl%Wc? Js04aJ'aBdDVa v?pe'?d4?t RECEIVED MAR 16 2006 EH(aAN ENGINEERING DEPARTMENT îø þý ÿþþ ýüûùüýûû úþþý æ í û ÿ ÿþ÷ üûúùø÷ ÿûùø÷ õùø÷ õòÿêÿà òê ÷ ßûÿ ÿûÿ îû÷ø ð üïû ö ÷í ÿì ì ïû ÿ ÿú ÿëé òò÷ ÿýéé þ ÿ÷ ëééÿ÷ é ÿë ú è ÿ ïû úøòÿ é øì ÿë ÿ ö æääëãäëäã öú üûì ÿ æëãâëâã çû ýë õô ÷óò ÷÷ ò ÿ áÿûïûÿ âûø õ ââ åú ÿ í þôàãã óãñ ì úøò ììí ìÿ÷÷ÿ ìì é ÿ ÷øòì÷÷ú ü éô ÿüû ÿøéþî ÿë ÷÷ê üû ÿÿû øüû