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965 Cliff RdRESIDENTIAL DtJILV1IY\7 PCRIYIII HPrLIl+H11V1V ? CITY OF EAGAN ? 3830 PILOT KNOB RD - 55122 ? 651-681-4675 ?(fyl e-?'? L-? ? ?? I C_?? P New Construction Reauirements • 3 regislered site surveys showing sq. R. of I sq. ft. of house; and all roofed areas (20% maximum lot coverage allowed) • 2 copies of plan shovring beam & window sizes; ured (aund design, etc.) • 1 set af Energy Calculatlons • 3 copies of Tree PreservaGon Plan if lot platted after 1193 • Rim Joist Detail Options seledion sheet (61dgs with 3 o ss units) DaTe o, JOB SITE ADDRESS 6 S G L/ Ri IF MULTI-fAMILY BUILDING, HOW MANY tL\ PROPERTY OWNER ?f}V I Al TYP E OF WORK S I N G L E 1GArln APPUCANT VEveeS OI.f FI b7N1 F S. ADDRESS PAGER # zz RemodellReoair Repuiremants . 2 copies of plan • 1 set of Energy Calculations for heated addi[ions ? • 1 site survey farextedor additions & decks -q r? K VALUATION (EXCLUDING LAND)_ "I ST, F?A R ? \ CELL PHONE # ' - FILL OUT COMPLETELY Energy Code Category (check one) - n iUouuoI vaum - ergy Envelope , DDD FIREPLACE(S) 0 _1 _2 _3 PHONE# ? ?(vO Z IZ ZIPCODE 550 Z4- S*146 D Z,¢l3 7670 CATEGORY 1 Category 1 Worksheet Su ilations Su6mitted New Energy Code Plumbing Contractor: _L k Plumbing System Includcs: Submitted ?m?_ 0 l!1 Mr IU L-(A0104 N ? Phone #: Water SoClener La I Sprinkler Waler Healer No of R.I. Baths No. of I3aths Mechanical Contractor f CIrY G Y L L(N/ $/?(/ H E17' Mechanical System Includes: Air Conditioning Heat Recovery System Sewer/Water Contractor: R(I.KAY s_ t rs?• All above information must 6e submitted prior to processing of application. ?43 /-7 53Z Pee: $90.00 Phone# &S?-,f3 I 'qs 3Z Fee: $70.00 Phone# GS1'45p7"0745 I hereby acknowledge that I have read this application, state that the information is correct, and agree to complywith all applicable State of Minnesota Statutes and City of Eagan Ordinances. ? Signature of Applicant ? _ Certificates of Survey Received ? Tree Preservation Plan Received ? Not Required _ Updatedll0l ?i ?? F{ ` PERMIT # -S 7 S!?3 RECEIPT OATE: 5008 MIDEPTI14111IL PLUI4IBIft6? PFRM1T APPLICATION CITY 01' $AHiR1V S$SO Pv.or KNoe Etn EaeAx, nuv ssi 2E 651-681-4675 Please complete for: single family dwellings, townhomes and condos when permits are required for each unit, backflow preventer for irrigation system SITEADDRESS: OWNER NAME: : TELEPHONE #: Z (AREA CODE) INSTALLER NAME: D TELEPHONE#:I ? YS?S- ?/?'?'F (AREA CODE) STREET ADDRESS: CITY: STATE: ZIR: 9 ?EPTIC SYSTEM ?g;)/refurbished (requires two sets of plans and MPC license) , includes $40.00 County fee $ 100.00 Note: Additional consultant fees may apply • MODIFICATION/ALTERATION TO EXISTING DWELLING UNIT, INCLUDING: _ Adding fixtures to lower levels or room additions, excluding water softeners and water heaters. $ 50.00 _ Abandonment of septic system. _ Water turnaround - existing dwelling unit (+ 5/8" meter if needed -$118) Other: _ RPZ: new installation/repair/rebuild $ 30.00 _ lawn irrigation system ReplacemenUadditional: _ water softener _ water heater $ 15.00 State Surcharge $ .50 TOtal $ d () --S, ° I hereby acknowledge that I have read this application, state that the information is correc[, and agree to complywdh all applicable Cityof Eagan ordinances. It is the applicanYs responsibility [o notify the property owner that the City of Eagan assumes no liability for any dam es caused by the City during its normal operational and maintenance activilies to the tacilities constructed under this permit within CitZ !ri , ay/easemen[. SIGNATURE OF PERMITTEE 1l02 S Bohn We!/ Dri//ing Co. 16550 Base/ine Avenue Shakope+e, MN 55379 Phone; 952-445-4809 Fax: 952-445-1439 Perav/ation Tests, Sai/ Borings & Septic System Design cREarEVSr _,qa?m . $otim. varE Patra?: sate-c? LICENSE # 1043 PREPAREOl9OR: _ TrovAs/esat Muurunrc.aacREss: 17699 ,canama.* co..rr • Lakev///? MN33044 Pf/ONE 0; WORK #: Fax0: MMtE 0; aa-2zF- ma? SlTE LOC4T"INfipYPP64TION: HQMEOWNERS: SAME SITEADDRMS: qUs ADDITION; .9cnrn Pbnds LOT 1 BLQCK 1 L1DflNTY• Akob 1?WHSHIP: Eaaan T,• 27N R. _ 23W S.' 26 0 ?-?.,.?,?..?.?. . ....__ ._ .._.._. . . . INGAOUND SEWAGE TREATMGNT SYSTEM WOIjKSHEE'I' Ft,ow A. Estimated o Oo gpd measured x = gpcl 0$. $eptictankvolume IS'aD gallons 2 T"K C. D. E. G. H. I K. SOILS (Site evaluation data) Depth to restricting layer = >I; Eeet Maxunum dcpth of system C- 3(t = Z (ect Texture /eu ? Percolation ralc _?_To _ MPI SSF 1,67 sq Et/gpd Slope Z_;2 % TRE•NCH I30TI'OM A[tLA Nwnhero( MinininmLiqiud I.iqiiJcepacilywith Ilcdrauns Capncily gaibagediapoeal z ut icst For trenches with 6 indhcs of rock bclow thc pipe: ^ 5 ff of ?7Dt10[il .17C8 ur fi e AxF=-x-=_?9 LZ! Por trenches wiUA 12 inches o( rock bclow the pipe: AxFx0.8=6. co x LL?_ x0.3=?sqftofbottomarea For trenches with 18 inches of rock below the pipe: AxPxD.66=_x x0.66=_sci(tofbnllornarea Por trenches with 24 inches of rock bdow lhe iiipe: AxFx0.6=_x_x0.6=_sq(1o(boltuniarea SLLPAGL IIGU BO'i'I OM A: L. f-of- nvity beds with G or 12 in' , o rock bclow lhc pipc; 1.5xAx - =_sqftofUoltomarea Po[ pressur s with , or Acs of rock below Lhc pipc; O px - x_=_sq(tofbotlo . ROCK VOLUML-, WL•IG11'i' tvL Rock depth below distribution pipc plus 0 5(oot times bottom arca: M=Rock depth + 6 inchcs x Arca (H,I,J,(,K) (L+O.Sft)x300 = /'?00 cuEt N. Volume in cubic yards = volume in cu R divicled by 27 MT27=cuyds/2a'=27=YY _cuyds 0. Weiglit of rock in tons = cubic yards timcs 14 Nx1.4=tons _xL4 =67 lons DISTR3BU"T ]ON (Check one based on slope)_ 11cd (< G'%slopc) Trcncktcs v Drop boxes (any slvpe) _ Distribution box (< 3`%,) SYSTL•M LLNGTII P. Select widFh = 3 ft Q. Divide bottom area by width: (N, I, J, or K) = P= lineal leet 500> 7 =2671inealteet x Gravc ) ss Pipe (10") (Plow x [based on hieg lr '- width o( chambcr) Chamber , iTk - linealEcet LAWN ARL•A • R. Select trench spacing, center to center = S feet S. Multipl trench spacing by lineal feet R x Q= sq Ft of lawn area 9_xG9 =21 sqft LAYOUT 1. Select an appropriate scale; one squ. re [ect 2. Show pertinent property boundarics, rights-of-way, xk iZ.. IFM'WIF 3. Show IocaFion of house, garage, driveway, and all other improvements, existing or propased. 4. Show location and layout of sewage treahnent system. 5. Show lceation of water supply well. 6. Dimension all elevations, setback5 and separation 750 nzs 1(NNI I5110 I500 2250 zixxi )ixio Soil Chmdedslivs anA Soil (ssF) io. 5?w.8< n'.<i peRoWl ITnuM/Ix61 mAlr.lm[ Liquid capacily <po?r?Rc wiih ai Iih inside i 500 iap snou AOOfI t?llu,1111' nlm5 lurnf?.m?? M..In?m?••1 n?? Lumv ?+M OIinS f?rc<nd° I67 4?e15 cMy?.MM iv 16?nW l?m 167 Illn/t Sllil.- Em1 illl MoM rl.ri'•mlcii im aa,..,n.,. ar'I u,r i 1- I?I.. easements. distances. l ? TRENCH CROSS-SECTION FINISHED GRADE ORIGINAL GRADE ;?UM TRENCH DEPTH z y srcBEs INCHES OF ORIGINAL. GRADE BACKFILL OVERROCK F1LL SOII. TO A NNIIIVVIMUM OF 6 INCHES OVER ROCK I NONWOVEN GEOTEXTILE FABRIC I 2 INCHES OF ROCK OVER PIPE 1 2" OF ROCK OVER PII'E • 4 INCH PIPE 4" DISTRIBUTION PIPE /Z INCHES OF 3/4" TO 2 112" 6- 24 INCHES OF WASHED SEWER ROCKS WASHED ROCK BELOW BELOW DISTRIBUTION PIPE DISTRiBUI'ION PIPE I , i 36 INCHES TRENCH WIDTH • PERCOLATION'I'ESI' UA'tA SIIEE'1' ei?a> • Pcrcolation (cst:cadinbs maJc byc4 r V c) h n oil 10'0-oz titaninb at /O: ao p.m. Tcst holc locatior. 4,11 , I lulc ouinbcr1'0/, Uatc hole was prcparcd 6p'/L-°s I3cp[h of hole boGOm ,g Y_inchcs, Diamctcr of Iwlc--6-inchcs Soil Cata from ust holc: Dcpth,inchcs • 9 D- ? - ?"" 2 Y /a Sail tcxturc Mcthod of scratching sidFwalt n A1 ! Dcptti of gravc: in bottom of ; o:• P- inchcs Datc and hour of inicial aatcr filltng IU'? '-0 2, I)cpch o( miual wmci filhqg ?-9mchcs alwvc holc Iwltom Mc[hod uscd to mlin[ain aI lcast 1: inchcs o: walcrilcpth m holc for at Icast 4 hnurc /? Lf /O YN Qr! a r6 Ft ? I ri t.r !1 I. re F/ ll , Maximum watcr dcpth abuvc hole bottom dunng tcsf ? inchcs Timc Timc intcrval, minutcs Mcasurcmcnc, inchcs DrcrQ m watcr Icvcl, mchcs Pcrcolauon ratc, minuccs pcr inch Rcmarks I CI '(l Iu d: vo _ o zo io : Irp 2v I /i 1 4 z? 6 9 --- --- _ ? 1 ----? . - - ?-------1 _ r ? - --- 1 -- -- 1- - _ -- --? ----?- Pcrcolation ratc = 2? ... .c:cs pcr inch. CO?VVERSIONS 1116 = .06 118 = ,13 M = ,19 114=.25 7116=.44 5l8=.63 13fi6=,81 5116=.31 112=.5 11116=.69 118=.88 318=.38 9116=.56 314=.15 1M =.94 PEIZCOLATION'!'ES"i' I)A'I'A SIiEP;'I' Q /a-YI-oZ o• ? ?. Pcrcolation tcsc?dinbs madc by G - a r ? y o h n un atarting a? ? do p.tn. Tcs[holclocatior. e/'F?' Rd ,IlulcnwnbcrllatcholcwasprcparcdIO'lG-oz Dcpth of holc boGOm LI ?i' ?rchcs, Dianu?cr of hul?inchcs Soil daca from tcst holc: Dcpth, inchcs . L j?2 - y ?- z v Soil tcxwrc Mcthod otscra:ching sid?walt /7 a i! Dcp:h of gravc: in bottom of 1;o:e iuclics Datc and hour of initial aatcr filhng IR '14 'O ?- ,Dcp,h of mmal watcr ltlLnb l2 mchcs abovc holc boltom McWod uscd to maintain a[ ]cas[ 12 inchcs o: wa[cr-dcp1h m holc (or at Icast 4 hours /7 f Z0 /'1"7 Ci re Ff I I !yq n u a ?. re F% Il , plaxunum waicr Jcpch abovc holc io[tom dunng tcsL-9 inchcs Timc Timc intcrval, minutcs Mcasurcmcnt. inchcs Drop m watcr Icvcl, inchcs Pcrcolauon ratc, mmutcs pcr inch Rcmarks 1 C 1 ' / 7v v:oo 6 v" 20 s?y ? 3y 2? 6 ,o: 2? I 5-'? 1 ?/y z? 6 - 2 7 ? -- - ? - -- -? --? I -- I ? I Pcrcolauon racc = 2? -.cc:cs pcr mch. CONVCRSIONS 1(16 = .06 118 = .13 3116 = .19 114=.25 lif6=.14 A =.63 5116=,31 112=.5 11116=.69 318=.38 9116=.56 3(4=.15 1N =,81 118=.88 19i6=.9d Soil Boring Log Date: /O-/G-oy Proiect Location: Twp Client: 57-r,Borings made by: ?ddress: ' C?A?'?{ U. ?ic?N nl I 043 City Slale 2ip Lic.tl Boring method: Au4er Pit' Probe Other Color r.lassifir.atinn svstam" nn??„?ou nttia. Boring Number Boring Number /?2 Surface Elevation Surface Elevation Soil type at system depth: Soil type at system depth: Deptn Texture Color Depth Texture Color Feet Feet z-sy y 2 --- Z --- /eG,,, Io?.r Y/y 1 s. s y / s--- s--- a, rY y3 4 -- 4 --- y 110 5 --- 5 --- 6 --- 6 --- 7 --- 7 --- StfUCtUtB: Blocky Platy Prismatic None $tfUCtUf@: Blocky Platy Prismatic None Siope: % Slope: % End of boring at _r_ feet. End of boring at feet. Standing water table: yes no Standing water table yes no Present at feet of depth, Present at feet of depth, hours after boring, hours after boring. Mottled soii: Mottled soil: Observed at feet of depth. Observed at feet of depth. 0 t present in boring hole 1-- . Not present in boring hole t_-- servations and comments: Observations and comments: Soil Boring Log r Date:--/b -/G - 02. Proiect Location: C/, •r?y' IU Twp Client: Borings made by: 4v ddress: 6AL`{ ,U. ?cNr.I 104 3 City Slale Zip Lic 9 Boring method: auqer Pit Pro6e Other Cnlnr claceificafinn cvcfam. ,. ,.,.« u nI?. ... Boring Number 3 ? --._. _.___...__..-.. _ ..,..... Boring Number /?y .,.???? Surface Elevation Surface Elevation Soil type at system depth: Soil type at system depth: oepth Feet Texture Color Depth Texture Color Feet -- /o c ..., ? . S'y r ? --- -- ,, ?y /s, ?.. s z . ry ti ? --- /ok.? 1.,c f ? 2 -- 2, ry 2 --- 3 --- 3 --- -- ?° a.-, 1, f.y y? ?• s-.. 2, 4 -° 4 --- - s?.. dY /oG -., z ry 5 --- 5 --- 6 --- 6 --- 7 --- 7 --- StfuCtufe: Blocky Platy Prismatic None StfUCtufe: Blocky Platy Prismatic None Slope: % Slope: % End of boring at feet. End of boring at ? feet. Standing water table: yes no Standing water table yes no Present at feet of depth, Present at feet of depth, hours after boring. hours after boring. Mottled soil: Mottled sail: Observed at feet of depth. Observed at feet of depth. t present in boring hole v- . Not present in boring hole c-- . servations and comments: Observations and comments: ne Soil Boring Log te: /D-/L-o2 Proiect Location: Twp Client: Borings made by: •Address: UALY ,? Rc,NKJ I 04 3 Qhf slale zip Lic.# 8oring method: Auaer Plt Prnha (lthar Cninr rlnecifirofinn a ch.?...- - - ...•., oimcn vuici Boring Number Boring Number Surface Elevation Surface Elevation Soil type at system depth: Soil type at system depth: Depth Feet Texture Color Depth Texture Color Feet • ( b G ?+.. 2. ?'y / ?? " ?O t w. 1 rs. ? ? --- ? ?G G Z. S" y ? y ?. G"y z --- 2 •-- -- 2,Y % 3 --- 3 --- -- J<., 1 2 •ry ? - 4 --- 4 --- 5 --- 5 --- 6 --- 6 --- 7 --- 7 --- StructUre: Blocky Platy Prisma tic None StFuctufG: Blocky Platy Prismatic None Slope: % E d 4 1 Siope: % n of boring at feet. ? End of boring at ? feet. Standing water table: yes no Standing water table yes no Present at feet of depth, Present at feet of depth, hours after boring. hours after boring. Mo il: Mottled soil: Observed at feet of depth. Observed at feet of depth. t present in boring hole c? . Not present in boring hole v- . servations and comments: Observations and comments: ? i I597? 1x ix1 x4 x?Ol' 0 BOHN WELL DRiLLING C0. JO GAAY M.BOHN LICENSE #1043 S i ?¦ 5 021 ; ?' 16550 BASELINE AVE. ? ?I O? 1 ? ?\ ` ? i`l \\ SHAKOPEE, MN 55379 ?.- ? WATER ED(?E ?l% ?9 i ? ?x 6 '\ = - ?, , ? 864A CONT 10110102 I I.VA, x 864.5 CONT ? ; ? ? ?\ ?? ?\ \ ????`:?? : - H WL= 86 4.5 ?90 , n6 \ `F'O\ 864.5 CONT . t ? ?y ```\ ?? . \ a ?? vx sss, 5 x a,s, 6?0 586?\ 864.5 CONT ?? wA 1405 \ x ? ? ^ • ? 611\ ? `\ 1\ x\ x g?7\\\ \ 626 ? x?14? \?` \k\ \\ \\\ JJ?? \\ 612? `864.; X ? 1 `Y't??\ ? x % \ \ X 6A xi\ 5 625 \\' 614 1 xwm 67 G8 ?? -- - 61 ? ? 578\ 57-?\ `?619, 6?4 \ ?? ? \ \\ i "576 \ ^ \ X? ? , \ \ ?? x x i ?? \ . ?\ ?HO 0E\. 623\ 1s,?r ? i? 10? 1 (2? e> (' 0 j RESIDENTIAL _p? n-5c BUILDINC PERMIT APPLICATION CITY OP EACAN 3830 PILOT KNOB RD, EAGAN MN 55122 651-681-4675 .-J New Construetion Reauiremenb • 3 registered sAe surveys showing sq. R. of lot sq fl of house, and all rooied areas (20% maximum lol coverage allowed) . 2 copies of plan showing beam & vdndow saes; poured fouM design, elc.) • 1 set of Eneryy Calculatlons 1-a1-Q3 RemodellReoair ReauirameMs • 2topiesoTplan . 1 set of Energy Calculalions for healed additbns • t site survey for ezterior additions & decks . IiMicate d home served by septic syslem for additlohs • 3 coDies of Tree Preservation Plan if lot platted arter 7l1193 n Ni' . Rim Joist DetaO Oplions seiection sheet (bldgs xMh 3 or less umts) ,y ? ?V • li DATE ?ZUCt3 S?VALUATION 8 j,0CO8?1L ?T?IZS,aO W- SITEADDRESS 9(05 GWFF RUA,,? MULTI-FAMILYBLDG _Y ?N TYPE OF WORK N W HOUS Cs?(?l?'C7LU X7C?1 FIREPLACE(5) _ 0_ 1)( 2 APPLICANT -TROY ASI._P_So? STREETADDRESS GT CITY UiX?ILLF_ STATE MN ZIP 550?1 _ TELEPHONE # 95Z-?35-Z1I? LL PHONE # CoIZ- ? FAX #?51-4 S4 `i?l PROPERTY OWNER `D?,? TELEPHONE# l, I Z-ZQS-Smc?, • COMPLETE POR "NEW" RESIDENTIAL BUILDINGS ONLY Energy Code Category ? y(INNESOTA RU[.FS 7670 CATrGORY 1 MINVFSOTA RLZFS 7672 (J submission type) • Residential Venhiation Category 1 Worksheet Submitted • New Energy Code Worksheet Su6mitted • Energy Envelope Calalatlons Submitted Plumbing Confractor: L4t%TVK Ell?Nc& MEG40,a.1iCAl_ Phone # Plumbing system includes: ? Water So(tener ?!° I.awn Sprinkler ? Water Heater o No. of R.I. Baths 3 Yz No. of Baths Is3ti5 -7 C) ?o 3 C Fee: $90.00 Mechanical Coniractor: N)ErkPg-t 12AL Phone # Mechviical system includes: Air Conditioning Fee: $70.00 ? Hea[ Recovery System sewer ater onhactor: RoNrl W E.L! DRIU_I rJil?r GO Phone # 'VIEUL I hereby acknowledge that I have read this application, state that the i ormatio ' coirect, an e to compi y with all applicable State of Minnesota Statutes and City of Eagan Ord' ances. • Signature of Applicant OFFICE USE ONLY Certificates of Survey Received ?? Tree Preservation Plan Received ? Not Required _ - Updated 4102 OFFICE USE ONLY ? Ot Foundation O 07 OS-plex ? 13 16-plex ? 20 Pool ? 30 Accessory Bldg 02 SF Dwelling ? OS ? 03 01 f l 06-plex ? 16 Fireplace ? 21 Porch (3-sea.) ? 31 Ext. Alt - MuIG ? _ p o ex ? 09 07-plex ? 17 Garage ? 22 Porch/Addn. (4-sea.) ? 33 Ext. Alt - SF ? 04 02-plex ? 10 08-plex ? 18 Deck ? 23 Porch (screened) ? 36 Multi ? 05 03-plex ? 17 10-plex ? 19 Lower Level ? 24 Stortn Damage ? 06 04-plex ? 12 12-plex Pibg_Y or _ N ? 25 Miscellaneous 31 New ? 35 Int Improvement ? 38 Demolish (Interior) ? 44 Siding ? 32 Addition ? 36 Move Bldg. ? 42 Demolish (Foundation) ? 45 Fire Repair ? 33 Alteration ? 37 Demolish (Bldg)' ? 43 Reroof ? 46 WindowslDoors ? 34 Replacement 'Demolition (Entire Bldg only) - Give PCA handout to applicant Valuatian ?? Q O t7 Occupancy tL 1 U? MC/ES System Census Code Zoning ? City Water SAC Units Stories Booster Pump Nbr. of Units ? Sq. Ft. -23 PRV Nbr. of Bldgs Length ? Fire Sprinkiered Type of Const W idth 7(oJ REQUIRED INSPECTIONS ? Footings(new bldg) ? Final/C.O. _ Footings (deck) Footings (addition) FinaVNo C.O. Plumbin . _ g Foundation _ HVAC _ Drain Tile Other Roof _ Ice & Warer _ Final _ Pool _ Ftgs Air/Gas Tests _ Final Framing _ Siding Smcco Stone ? Fireplace ? R.I. ? Ai _ _ r Test ? Final Windows (new/replacemeut) Insulation - Retaining Wall Approved By Building Inspector --------------- ------------------------- Base Fee ------- ---------------------------------------------- ------------------------------- `-}':?-.-1 1??- ---------- Surcharge 13c?.U0 1z Plan Review J L ? MGES SAC 42 ? r City SAC r Water Supply & Storage ? rvo / D / 7 L ?1? S&W Permit 8 Surcharge J rreatment Plant o Plumbing Permit ? Mechanical Permit S i'?.l(? jQ"?(,,t:? ! ? ?. • ` y,;' ? = 5? ? ? ? License Search , , ??L? : T ? • Copies Other Total 33 ?F ?. L( 9 /? a7vL! `? / 3?? 4 ? f x LOT SURVEY CHECKUST FOR RESIDENTIAL , BUILDING PERMIT APPLICATION PROPERTY LEGAL: DATE OF SURVEY: r c-/?- LATEST REVISION: m rn c ?o L U v O z Q DOCUMENTSTANDARDS ? • Registered Land Surveyor signature and company ? • 8uilding Permit Applicant Q'/ ? ? • Legaldescriptlon ? ? H?? • . Address North arrow and scale ?? ? • House type (rambler, walkout, split wlo, split entry, lookout, etc.) ? ? • Directional drainage arrows with slope/gradient % ?r ?? • Proposed/existing sewer and water services 8 invert elevation / p? ? ? • SVeetname p/ ? ? . Driveway v ? ? • Lot Square Footage p?? ? • Lot Coverage ELEVATIONS Existina / L9' ? ? • Sewer service (or Proposed) ?? ?/ ? ' • Property comers line extensions o ert i d f t th d b ?[3 ? • pr y r veway an p cur a e Top o ? v ? • Elevations of any existing adjacent homes / ? ?v ? • Adequate footing depth of structures due to adjacent utility trenches L// uu?Cl ? • Waterways (pond, sVeam, etc.) Prooosed ? ? ? • Garage floor ?? ? ? • Basement floor [Y ? ? • Lowest exposed elevation (walkouUwindow) V G/ ? • Property corners ?? . Front and rear of home at tha toundation ?/? ? L?' ? ? ?/? ? 9X O ? o /do k3' ? C PONDING AREA (if aoolicable) • Easement line . NWL • HWL • Pond # designation • Emergency Overflow Elevation • Pond/Wetland buffer delineation DIMENSIONS ?? ? ? ? C? ? f] Fl' ?7 17 d? ? ? . Lot lines/Bearings & dimensions • Right•of-way and street width (to back of curb) • Proposed home dimensions incfuding 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 structures • Retaining wall requirements, if any Reviewed: Name ? Date 12 G:/FORMS/Building Permit Application C7f'F lC.E ?. TREE PRESERVATION PLAN SUMMA CITY OF EAGAN FORESTRY DIVISION 651-675-5300 . <.,. :. (SEE ATTACHMENTS) Development F"] U'FS--+ PC N? 1'7 to? P D I l L l.' ?-' Lot Number ? Block Number I Address Builder rcE?i?k Z- 2,-77 S'VU1: ? Tree Protection Requirements: ? f[-E coeY ? Tree Fencing Oak Tree Pruning (Immediately seal wounds during April 1 to July 37) Therapeutic Pruning Retaining Wall Other: Replacement Trees: -?S.- Attachments: 41- Additional Notes: Not Required As Follows: Li Yes No EAQAW FO6iESTRY DBVUSBORf cW'Cecyc2ti t-1 71z't"&-S (IL-Iti' j>iNGS? ?if?l?Pf? ?Yl H.\ghove?2002fi1e\treepres\Tree Preservation Plan Summary-2002 Pemvt Number MECcheck Compliance Report checkea syinace 2000 Minnesota Energy Code MECcheck Software Version 33 Release Ib Data filename: C:\Documents and Settmgs\tomU.ocal Settmgs\Temporary Intemet Files\OLKA\02-478.cck TITLE #02-478 COLJNTY: Dakota STATE: Minnesota ZONE: 2 CONSTRUCTION TYPE: Single Faxnily DATE 12/31/02 PROJECT INFORMATION: TROY & NANCY ASLESON COMPANY INFORMATION: MANLEY BROTHERS CONST. COMPLIANCE: Passes Maximum UA = 896 Your Home = 654 27.0% Better Than Code Ceiling l: Flat Ceiling or Scissor Truss Wall 1: Wood Frame, 16" o.c. Window 1: Above Grade, Wood Frame, Double Pane with Low-E Door 1: Solid Door 2: Solid Door 3: Glass Basement Wall 1: Solid Concrete or Masonry, 8.8' ht/8.2' bg/8.8' insul Floor 2: All-Wood Joist/Tmss, Over Outside Aii Floor 3: All-Wood JoisUTruss, Over Unconditioned Space Furnace l: Forced Hot Air, 90 AFUE Proposed and Maximum U-Factor Averages Above-Grade Windows and Glass Doors Includes Foundation Windows> 5.6 ft2 Floors Ovec Unconditioned Space GTOSS Glazing Area or Cavity Cont. or poor Perimeter R-Value R-Value U-Factor UA 1842 44.0 0.0 50 5605 19.0 2.0 270 675 0310 209 ig 0.230 4 27 0350 9 (7 0.330 22 1303 11.0 0.0 73 8 38.0 0.0 a 664 38.0 0.0 17 Proposed Average U-Factor Maximum Allowed U-Factor 0312 0.026 0370 0.033 COMPLIANCE STA7 EMENT: The proposed building design described here is consistent with the building plans, specificahons, and other alculations sub 'tted with the permit applica[ion. The proposed building has been designed to meet the 20 Minneso E gy Code requirements m MECcheck Version 3.3 Release lb and to comply with the manda ry requ' n listed in the MECcheck Inspection Checklist. Builder/Designer Date l -(.0 "OL.- Address: 965 Cliff Rd Lut: 1 Block: 1 Subdivision: Acorn Pond Zip: 5517_3 TI11? POI,LOWINC ITGM1IS WF,RFJW N;RE NO'P COMPLETF. AT FINAL INSPCCTION ON Yes No Comments Pinai gradc - b" froin siding ? Pcrmaucnt steps - arage Ycrnlanent steps - main eniry Permanent driveway ? Peimanent gas ? SodlSeeded lawn Traillcurb dairoage ? Porch Lower level fiuish Deck 1 ircplacc Venfy with your builder that roof Yest caps from the plumbing system have been removed. Tmn off water supply Co Che outside Iawn faucets beforc freczc poten[ial exists. Call the City's Engineering Department at 651-681-4645 prior to working in nght-of-way or installing u-ngation system. BUILDING INSPEC'COR 4v J ed/hldgmsp/fot ms2002/17na1 mspection checklist Site address: 1(oS GUIFT f'?b Lot -1- Block 1- Subd. -ACO(ZJ1I PON D/?.I?Q , • On April 15, 2000 the Minnesota Energy Code, Category I Building Requirements for insulation protection, air tightness, and ventilation, was adopted. As a result, the City of Eagan is requiring that the following information be submitted prior to issuance of a Certificate of Occupancy. ,_T 0 ? This structure: is constructed to meet minimum requirements of the Mn Energy Code, Chapter 7670 OR _ This structure: will 6e constructed to meet more restrictive requirements of Chapters 7672 or 7674 APPLIANCE GAS ELEC MANUFACTURER MODEL BTU'S VENTINGTYPE WaterHeater EEM ?4r? W? .l Fumace X a'K 1 obZOV f 12-0 C, p M Dryer Y? T`7 3 ?+o GaS? r' or EXHAUST SYSTEM LOCATION TYPE MODEL CFM's VENTED ves No Kitchen kitchen Bathroom 1 Bathroom 2 ???? ? ? Lv $ 0 Bathroom 3 Bathroom 4 Zr+D c--„.j 5$ O V o other -?L? R? g?? S$b Lv `60 FIREPLACE S LOCATION GAS WOOD MANUFACTURER MODEL 8TU'S VENTING DIRECT ATMOS T Q? ?, av3 D a 3 i r,1 X MAKE-UP IR MODEL TYPE ?FW N I hereby acknowledge that the above information is correct and agree to compty with the Minnesota Energy Code and City of Eagan = ; requirements. r' , ?Z/zI0 -s • S nature Date CompanyName " This form is the responsihiliry of the General Contractor. \ INDIVIDUAL SEWAGE TREATMENT SYSTEM AS-BUILT RECORD DESIGNER t,?i;; i Ill.I6I1i1 INSTALLER: P:o?i111411 1+11IICPermitNo.? Property ID No. (PIN _ _ - _ _ _ _ _ - - _ (available @ Dak ?o Tax Info 651-438-4576) Within City 1 Twp of C,' ?, ?iI I Section Date Inspected /-?? House Type: I)II III Owner?V Ul! !?':IYSI I I Installed for? Bedrooms or';0?7gal/day Garb Disp?`Y I N Project Address G'I " / d. Bsmt Lift Pump Now? Y/, ' or Future? Y/ N Jacuzzi? YTV> L' ?I NEW ? REPLACE ? REPAIR ? ADDITION 'Soil moistu nough) for construction? Y/ N Soi! Compacted? Y!'N) Fill Soil? Y 1 N? Soil Survey Map ni Symbol: I Circle Soil Texture: I (Faster than 0.1 m.p.i.) Coarse Sand Medium Sand LoamySand 0.83 FINE SAND 1.67 - Sandy Loam 1.27 ? Loam 1.67 Silt Loam, Silt 2.00 Sandy Clay Loam 2.20 - - Silty Clay Loam. . . - Clay Loam Silry Clay, Clay 42 (Slower than 120 m.p.i.) Comments: l ` SETBACKS: Prop.Lines 10'? Bldgs 10' to Tank ( 3'& 20' to DrnFld ? Well Depths I3T Source: Orig. well.R?ecd.DMeasured Well(s) setback 50' or 100' >/v?7 / not in talled Distance to Lake ? Creek / Wetland ?, Buried Water Pressure Lines 10' to Tank & Drnfld? System located by GPS? YIN' Photos? YA) Video? Y/CJ SEPTIC / HOLDING TANI((S) [? New ? Existing Liquid Capacity I':w ? -L 1 compartmen? oro Tank Watertight? f N Manufacturer d? ??'-1 .ti Baffle Type: Plastic Fiberglass Sanitary-T Concrete No. of Inspection Pipes : 4" 16 '?'lam. Tank Level? N No.IDiam. ManholeAccess InI,O?t/ enter No. & Height of Manhole Risers 17-,?A vt ? New Tanks 4 ft or less below Final Grade / N Tank Connections Sealed, how Y4 N Tank/Riser Covers Sealed, how Y N Line drawn from Tanks to 100' or < Pumper access? / N Outlet Effluent Filter? Y/ N) Type ? -MOUND 4 -ATGRADF: \Percent Slope_%- Scarification Method: Clean Rock?-Y_/ N 'Depth Below Clean Sand? Y I FhCepth Upslop"eDownslope Inches to Mottling PIpe 3ize/Spacing Pert SizelSpacing ? Final Cover Depth " Rock Bed Size / Supplier? Sand Base.Size Supplier: Upslnpe`needing drainage/diversion? Y/N Pro_-'n? ded? YIN Grading done: Rough/Final Seeding / sod to be done by: RESERVE AREA?KY%f N Fenced Off? L I N? Owner informed to preserve the Reserve Area? Y! N Owner given copy of Septic System Owner Guide? Y/ N TRENCHES I BED OR GRAVELLESS DRAINFIELD:,--? Drop boxes level??Y / N Type concrete I plastic ., Trench Depth Width N ? ?- Number of Trenches S Trench Bottom Level ,Y l N Trench LengthsV. s0 tro (n(o, S?c Spacing 2" Rock over Pipe?CV N GeoTextile Rock Cover? CYiI N Drnfld Rock Clean? Y! N Depth Below Pipe? " or Size & Manufac. of Gravelless Pipe Actual / Expected Depth of Backfill G Absorption Area: Sq Ft ) r 3 y Lineal Ft '7 7 Munsell Soil Color at Trench Bottom Trench Bottom to mottling / bedrock? S: inches PUMP INFO: Liquid Tank Capacity & new / existing :aled'? Y! N Pump Manuf. & Model.No. Horsepawer \\ GPM Feet of Head \ Cycles Per Day Gallons Per Cycie Size of Discharge Line Type of Electrical Hookup post & t Alarm Location garage! Alarm: Tank Alert I Level Alarm / Other Cycle Counter & Water Meter (Commercial) 1.5" 12" inpy tank I hereby certify, as the insWller, that this indivitlual sewage I treatment system was installed in accordance with the Designated Registered Professional Onsite v; i? ??? • ? ?? ? i approved design, and as applicable, this Municipality's (?.? ? G? Ir ? ? ?t I ? ? ? ? ? ? ? i' l Sewage Treatment System Ordinance. PCA Lic. No. Comp. Name InStallersSignature ?/i•11 .4TQ??C_d I ph°i .A.?? ' 4b 6/11 Address II L !W.f11, l1 ,'i / , J "This As-Built Drawing are components for Iater relocation: Y I N Inspector's Signature , Approved: Yes / No Conditions: White copy: County Yellow: Owner ' Pink. Installer o:lformslwalmNstslas-built-form.doc GWP30 ON-SITE SEWAGE TREATMENT SYSTEM - INSPECTTONREPORT Applicant and Permit #: NN YI WLl I'bY ; I 11 rkl Cll ?C, AD51 J`{"'-? ?edby: M;4 lenGt. - Municipality/fownsiup: A ?... .. r, $OUSE (C # Soil Borings _ 4 Perc Test Avenge Perc Rate (MpI) r/„Z. Deplh to ReslricGon Pnch-) ' ryy??? Type: Mowi?s e_ko& w.w „nk 1,,a pcccptance Rate (W. Ft/rd) Rescrve Area: (?gy No . .>.: ... .. , .. ? Number of Septic Tanks "r'Capaciry (l,ooo & Mw) Prc-fab Tank Model: (f5p No putlet Baffle (3 s%oe twi liwid -- dcplhr 6" above liquid sur(+ce) Liquid Depth (30^ mi.) " Outlet a min. 3" below inlet gorizontal Dimension (24•' mirL) ? Tank is level ? Inlet Baflle (e', bdow liquid-t" ? ,bove wcl ao?) V Watertight Consuuclion S?YTIC'T'ANK SFTBAC?' I1/ Buildings (tu') LEE- Property Lines (ia') i?-- Well C75') ? 12ecccation & Tributary (75') ` Buiied Water Pressure PiPes - (1o') ? All othets except Rec. 8c Trib. (1so') 777777 • 'DRAINFIELD SETBAGKS° L),__ BuildinSs (sa') ? Iarge Trees (iu') l O ? Property Lines (ia') ? Recrwtion & Tributary (75') ? Well (so• a toa') DROP BOX ? Watertight Constiuclion " Inlet Inverts (i^ .now oWCe mva+) Pjpe CAIli1CCh0Il , . bk (40 pipe to Drop Box (wv+t«.ca) ? Outlet Inverts (a.,,eove noor) ? All others excePt Rec. 8c Tri6. - ?tso•? ? Buried Water Pcessure Lines (1o') V Box is Leve1 rav?tY' / Pressure Distribudon: YG?/ e Date o[ Inspectlon: ? - ?'e73 parcelID: • Site Address: ?? - ...:«..... - House TyPo: (V 1t III CrubaBc Disposal: Yes /(9) ? # otBedronms ? H Potential Be&ooms .i ? Inspecdon Pipes (4"""R) VI Nlanhole (s4^+om ) PumPing tank Yes No ? ,?,, Capaciq' k j! . .. .... . ..:::. : ...: ....:...:.. .. _.... -:... . : .; DRAINF'IELD :: S NumbcrofLatcrals Rock Undet Pipe (c^-2a^) 3psp 6 o, ?&,s6 ? I.3ICL21I.Cng(bS (100' max.) ? Rock Over Pipe (s^) Total Trench Depth incbm ,Z 1L Total Sq. Ft. Trench Area i 2i6 TrenchWidthspa°mim •36^ AOu y? ' -Rock is Coverod (with wua Dorowmdaial) rl Lateral SPacinB (r o0 oada w?? 3C Bottom of Trench to Water kwho Table or Bedrock Slope of Pipe i? ? SoilwetLaterals(6^mw-35•• / ° - Siu of Washed Rock (3u m su-) " SCALE: ? = feet Site Drawing: ; ............... _....:......: ....;....v.<. .... ..... .. .............. ..... _ ,., ....?.. ... .... _. ...,. .. . . ' : 1???; {' ? . :. . ' Z9-' ??_€_..,... ??_ .:. ? : . ...: . .. :. ....>.?. .; ;??... ?.... .__ s ... ° _ _ ._.? .. ?<..? '.?.;. ?... : .....<.......?.....:..?: : ; , _. ??...;... . ......_ .....:................ :...? ? ........... ..:..... . . . ...:..._ . ..... ... . .... ..... ... ..;.,....:?.... . .;.... ' , _._ : ......:.... .. _._.:<... ,_.<........,.\:.,_ ..:..............:.......:......:.....:.._....;..:..?. !._.:.. ...:... .... , ;...;_...;._.?..;.._:.. :..... ?os ? ?. _ _, .. . _., .?. ..., . ,_ , ..._...._.........:..__ .:............:......:. ....: ................ .:...._........._ .:... ?? Installer: FFH. 6.2001 Survey and Lsnd Intarmsavn Gery M. ge"r.,+!n, F.U. CoiRt{ Surveycr Wntl tnEerm:tion Dvector Dalm[a Coun2p we'sem Serviw Genur i4955 CalaYie Avenue ApplcvzreYMN 55E24-e579 e: a9AM December 29, 2000 City oi Engan 383n r??oc I{r.oh Rea3 Esgan MN 55233 MQ. f O V N T ?? ? Aeranrion: Marilyn Wucherpfennzng, Plnnning Denaz°aririene Re: ,'.,ot 1, Block i, ACORN PdrD ADDIT'ION P.2 'Zhz uaki,ta C'vuoCv P1at Cotzamission met an I3ecember 18, 200?, Co eOnsic?ex the ieqaest for re2ease Fax957,691.7097 pf reSL'iC[C5I FiCC03S f0[ IAC 1, Hlock 1, ACMN PQ?vD ADD:TIp?v, Said gFz: is adjatetK :o CSA1-f 3?, and iszharefpte,-sub*c Fo the Dekota Qouasy Corcgcgc.s °.a: D;cfireace. In 1996 and 1997, the Plaf Commission reviewed che plat of ACORN PONA ADDITION wi[h the plat heisg fi.ied fdr record in iviarcn 1997. ii 8 LuFiciii aw??CCS ?f T-uG X; Bi@glE I; Sennifnr S'.PSa.^.'15 'w^.d DEY.W iG,iC;j, Ti:.: W1th i}18 PiAt Commission romquest the xelease of restricred access dedicAred in :he pl2t BcYOSS I.ot I to aliow a dnveway [o bui1C aeross the sonth lot line. 2'he Pia: Commissioa discussed rhe approvai process pf the olat and rhat the isseae of eceeas to I.vt 1 wus d"iscnssed tn great iengen wiih ihe devaioPer ttt the eime of [be plat approval. Ac Chat ume the gzopeYLy had aue driveway rhar served the existing lot and this driveuay needed to serve the two proposed'.ad4noriiI Ioce vrich no new aceess w CS.9Ei 32. The drivewey did not meet the Ceunty's Access S?aRCing Guidelines foz 6' proposed four ?ane divided highway wi;h mO:e ehea 15,0Q0 ELDT, which calIs for no private d*i?eways. HOwe*rer, !his anct had ao ocher sccess to a pdbiic io3d and therefare,.autt aceessCSAH 32. The Cvunry required reahic:ed access :n 3s dedic"ai@d on the fina9 p),ak ex.%?pt'for th'e one existittg drivews!y opeung. ThC ?t-! r^.. T.'SslC^, .:.,^?? u0: ?;?3i.,.u8ud BppTbV3i 'vs` Acie`n5c Ui i"u°winu access.. No work svall commence in the Counry righc vF way unai a permit is obteined Frosn the Coemty H;gr,way Departmenc ana no peimii wi11 be issued until the gl8t has been filad with the County fiecocdar's Ciiica. The Fiat Cuinmission aaes not review or eaprore actual angineenng desien of pmposeil accesses ar otner improvements ta be mede in the right of way. 2he PIar Cam¢ussion nighly recommendseariy contact with the Fiighway Fepartment to dise+±ss design fea!ures of any consmuccian in pu6lic righ[ of wuy. 'Iho Countq HiyhwgX IJepa;:ment pe.mit yrocess iev'seWs the design anG tney require constracrion of highway impr6v2uonu, incFuding, bat no[ limited [o, tw'n lanes, drainage features, limications on ?n*.ersecting s*:eet widths, altawance ahd size of inedians, etc. .. . „?, . ' _ . ? k,., e.,.U. c.•?-,, ,DaviaBailey,0-, 7enr.:m: Sixno*ids .r,7,'66: Heciges; .?:o; ... :..,?.,,, , ,•TaazyH. Stevenson _ . ? 5ecretay„Plst'C_oMmiAt?jpn, ." , ii'•. .. ., ... . r?.- ..:r.?r: ?• „. ? . ,. . ? ?;, ?:-'61'i,•...,., t;. ? ?,.:r(, r... 'rl:r ' - . .'•1 N?'. .r ? .'I i??:1'.<, : "'L' f ??i;l` i ?. ? . ' • , , - . . ? . ?. r3_;'.t'? ? ...':i f,?' f,' . . ... ,. ? , i?'. , .. ,.. . . :n,; d: . -,... . ? S DAVID 6 JENNIFER Ms. Nancy Schouweiler Dakota County Commissioner 01/19/01 Dakota County Government Center 1590 Hwy 55 Hastings, MN 55033 RE: RBA for Release from Restricted Access. Ms. Schouweiler, We own the lot one, block one, Acorn Pond. It is currently unimproved, but we are planning to build our dream home here in Dakota County. We are writing to petition the Dakota County Board to grant us access to our land through the south lot line, and access which is currently re- stricted. We hope the boazd will consider granting this request for the following reasons: ? Probe Engineering, a professional surveying company, and the professional excavator for our home, both recommend a south access as the preferred method for accessing the lot. ? A south access would result in a less steep grade in our driveway than the only alternate ac- cess through the west lot boundazy. A westem access might force the driveway close to the 10% maximum grade permitted by the City of Eagan and would increase the difficulty of accessing the lot. A forced topography change would negatively impact more azea and trees. ? A south access would be less damaging to the environment than a west access, specifically regazding the number of significant trees which would have to be removed. ? A south access would be consistent with the driveways of our neighbors immediately to the east and west of our lot. ? Probe Engineering and the professional excavator estimate the cost of constructing a drive- way through the south boundary to be several thousand dollars less than one through the west boundazy. We would like to emphasize that we are not requesting that our driveway be permitted to pierce Cliff Road directly. We understand that our driveway must join the neighbor's existing drive- way, and we plan to have it do so well north of Cliff Road. We have met with some members ofthe Plat Commission to discuss these issues, but the meeting was not fruitful. We feel that this resuh may have occurred in part because the representatives from the County Highway De- partment, an office which has indicated a positive disposition towazd our request, was not repre- sented ai the meeting. We therefore wish to petition the full Dakota County Boazd to hear ow request. Sincerely, Damd Bailey 6 Jennifer Simonds 4121 20[h Avenue SouCh Jennifer Simonds & David Bailey M7nneapolis,MN 55407 Phone: (612J 721-5594 Work: (651 1687-6876 Email: jenandav@bRs[ream net 0 U N1 RECD MAR 12 2001 Survey and Land Information Gary H. Srevenson, P.L.S. M3LCI1 R, 2001 CounTy Surveyor Land iinrormavon oirettor City of Eagan Dakota County 3830 Pilot Knob Road Westem Service Center Eagan MN 55233 14955 Galaxie Avenue nPPievauey, MN ss i za as79 Attention: 7ohn Grode. Assistant City Engineer / Re: Lot l, Block 1, Acom Pond Addition 9s2.891.7087 Fax9sz.a9i.7o97 The Dakota County Plat Commission met on March 5, 2001, to again consider the request for www.co.dakota.mn.us release of restricted access of Lot 1, Block 1, Acom Pond Addition. Said plat is adjacent to CSAH 32, and is [herefore, subjec[ to the Dakota County Contiguous Plat Ordinance. We received your letter asldng the Plat Commission To further consider the request for release of restricted access. The Plat Commission had previously reviewed this request on December 18, 2000 and did not recommend release of restricted access. Subsequently, the County Board sent a letter to the owners of the lot dated Januazy 31, 2001 in response to their letter petitioning the Counry Board for the celease. The County Board letter stated that the Plat Commission is w act on variance only when requested by the Cities to insure consistent application of the guidelines. In 7996 and 1997, the Plat Commission reviewed the plat of ACORN POND ADDITION with the plat being filed for record in March 1997. The Plat Commission discussed the approval process of the plat and that the issue of access to Lot 1 was discussed in geeat length with the developei at the time of the plat approval. At Chat time the pxoperty had one driveway that served the existing lot and this driveway need to the serve the two proposed additional lots with no new access to CSAH 32. The driveway did not meet the County's Access Spacing Guidelines for a proposed 4-lane divided highway with more than 15,000 ADT, which calls for no private driveways. However, this tract had no other access to a public road and therefore, must access CSAH 32. The County required restricted access to be dedicated on the final plat except for the one existing driveway opening. The County has estabiisned the following Variance Conditions: A variance may be recorrunended provided that: • The conditions causing the hazdship are unique to the prapeity. • The variance is proved necessary in order to secure for the property a right or rights enjoyed by other properties in the same area or district under similar standards and conditions. • Granting of the variance will not be contrary to public interest or damaging to the rights of othex properties in the same area or districC. • The granung of the vaziance will not be contcazy to the poliey and intent of the Ordinanee or detrimen[al Yo the public health, safery, and welfare. • No vaziance shall be granted simply because theie are no objections. • No variance shall be recommended solely for economic reasons. d3 n,nvee on .md.a c.a. w1tM1 30X pommnwmer waae YuEWUq90RnnTEIROYE0. City of Eagan Page two March 8, 2001 The Plat Commission does not feel that any of these factors apply to the subject property and do not recommend release of Ihe restricted access. No work shall commence in the County right of way until a permit is obtained from the County Highway Department and no permit will be issued until the plat has been filed with the County Recorder's Office. The Plat Commission does not review or approve actual engineering design of proposed accesses or other improvements to be made in the right of way. The Plat Commission highly recommends euly contact with the Highway Department to discuss design features of any construction in pub?ic right of way. The County Highway Deputment permit process reviews the design and may require construction of highway improvements, including, but not limited to, mm lanes, drainage features, limitations on intersecting street widths, allowance and size of inedians, etc. Sinc ly, Gary H Stevenson Secretary, Plat Commission c: Tom Colber[, D'uector of Public Works Russ Matthys, City Engineer David Bailey & 7ennifer Simonds FEB. 6.2001 8:49AM c o u u r. iVai?q .i?iiouvJBi4Ef Commiss,oner - Fourth Distritt ' aooo - som sv? sux January 31, 2001 Imer Grove Htvghes, MN 55076 Home! 651.455.6110 iuncyscheuweifar@cadaimp.mn.ut D,kota cm„m David Bailey and Jenrifer Simonds aem??i?ftn ce?ter 4121 ZiP AvenuE 5ouih 1590 Highwg 55 ? kl;nn? qs MN 5940i Hasungs, MN 35033 ' Offlce 851.438. 4430 ' Re: RBA fOr Release from Resfricfed Acsess Fm ss,..M..sos ?.ca.aakm.".s Loi 1, 6fock 1, ACORN POND ADuCI i6N Dear Mr. Bailey and Ms. 5imonds: NO.T7 P.3 This letter is in response to your wish to petl?ion the Dakota Counry Board of Commissioners for re!ease of resficted access as dedicated In the'record plat of ACORN PbND ApDITION. The Dakota Cour,ty Contiguoas Plat Ordinance has been in effect since 1973 and is adminis4ered by the Dakota Co;:nty Plat Commissian. The Plat Commission is appointEd by the County Board and consists of five mem6ers frbm the Highway 13e06rtment, OfBse of Pianning, and Survey and Land Infolmation 6epartment. The two members trom the Flighway Department ere the 7rafFic Engineef and the Transpartafion Engineer. Therefor6, ! assure you ;hat the Highway Nparlmsnt was ruiiy represe;;+°d at the meetina. In 1996 and 1997, the Plat Comm:ssion reviewed the plat of ACORN PONDADDITION with the pfat being f led for !ecord in March 1997. During the review and approval of the plat, the Piat Commission discussed ihe issue of acsess to lot 1 in great length with the deveiopec Ai fhat Eime the prooerty had one driveway thaf served the existing lot arrd this driveway needed ta senre the Mro proposed addiCwnal lots wilh no new access to CSAH 32. ?he driveway did ^ct mee; the County's Access Spcdng Guidelines for a proposed four-lane highway with more than 15,060 ADT, which caI(s for no privale driveways. However, this tract had no other access to a public road and therefore, must a=ss CSAH 32. Tfie Counfy reqiiir ed resfricted access to be dedicated on the final plaf, except for the one exis6ng driveway opening with the requirement that no addiHona{ driveways would he aibr+W. • • M iv wthgu n$!!, ?e Qarara Co;.?ni, FlBI GOTf'.!l119SI0lI ?P!B1 Wi±n yG!!'JI') D?..,-0^11°•?.1A 20. ?.? ? d;sw:7S5@d the uncol"Ioir, ;utwr-W of C3P,H 32 and its importance to thie vuliiii7f Iiighiwey system, Preservirg the luture cArr9or with sa`e aceess spacfng is c` the utfiast importa^ce ic ihe Coun ;. t5 =rr<a: e• ?t•epp.. wbf4iw??wuw arryµ??f'AMn'RAM crR r ??q? o•c?nm N!t ^» . ? ?.. . ? i ? .-. Y Page 2 BailaylS;monds 1l3iFOl Dakota County helieves thp-t the facton of countywide significance, as listetl in Dakota Caunty Configuous Plat Ordinance, are paramount to insuri!?g safery and preseruing mobility or the Coun,y higF?way rystem. County Bnarc1 Res?iution No. 82-15i r?uires the Plat C4mmission to ac; cr variances only wieai reque5ted tiy the Glies to insuie consis;ent spplicanar; of the guldelines, Tfia City and ewner must reso!ve differences ft5t. i recommend you wntact the City of Eagan to flnd out if ihey wlll support your request for a vanance from the Courity`4 Access Spaang Cuide9ines. If ttfey do, the City of Eagan should make the reauest to the Dakota County Piat C,ommission, who vmald make a reccmmendatien tQ the Counfy Board. ?incerely, N a Sc !:er Go ,,, ' ',.ner, Fourth Distric? cc, Dakota County Board of Commissioners Brandt Richardson, County AdminisUator Susan Hoyt, Physical Development Director Gary Stevenson, County Surveyor 40?MV oF eagen IWrizIci.a E. Awnun Nc,yor P.aUL BAK[CEN PEGGY G?.R[SON CYNDEE hIELDS MEG TILLEY Council Members THOM.4S HEDGFS Ciry Adminismtor Municipal Center: 3830 Piloc Knob Road Eagan, VfN 55122-I897 Phone: 651.681.+600 F= GS L68 L 4G l2 TDD: 651.454.5535 Mamtenance Faciliry: 3501 Coachman Poin[ Eagan, MN 55122 Phone: 651 681.4300 Fax: 651.684.4360 TDD: 691.454.8535 ?.ciriof,eagan.com "IHE LONh OAL;"CREE -1lie rymlwl of strength and growdi m our commumry February 26, 2001 Mr. Gary 5tevenson Secretary Dakota County Plat Commission Dakota County Westem Service Center 14955 Galaxie Avenue Apple Valley, MN 55124-8579 ?rL-a-r Re: Lot 1, Block 1 Acorn Pond Addition / f- t,*- Dear Mr. Stevenson: As required by the Dakota County Plat Commission, this letter is to request further consideration by the Commission of the request for release of restricted access for the above-referenced parcel in the City of Eagan. The Plat Commission has previously acted on this item at the request of the property owners, David Bailey and Jennifer Simonds. City staff has visited the site and are aware of the relatively substantial grading and tree impacts associated with constructing a driveway for the lot (with reasonable grades) to intersect with the existing driveway easement to the west. Staff also understands the County's Access Spacing Guidelines for CliFf Road, which calls for no increase in private driveways onto this classification of roadway. Hopefitlly, some resolution agreeable to the property owner and Dakota County can be reached on this matter. City staff is available to discuss this issue with you or the Plat Commission. Please contact me if you have any questions or require any further information. Sincerely, "John Gorder Assistant City Engineer C: Tom Colbert, Director of Public Works Russ Matthys, City Engineer David Bailey & Jennifer Simonds FEB 1 2 2001 DAVID A JENNiFER Mr. John Gorder Asst. City Engineer City of Eagan 3830 Pilot Knob Road Eagan, MN 55122 02/10/01 RE: Variance Request, Driveway Access. Mr. Gorder, Thank you far meeting with our agent and touring our lot on Cliff Road. At the direction of a Dakota CounTy employee, as part of our effort towazd an access vaziance, we had sent a letter to each County Board Commissioner {copy enclosed}. Because our approach was with the guidance of someone with Dakota County, the response was surprising. The en- closed reply from Nancy Schouweiler of the County Board tells that protocol would have us seek the efforts of the City of Eagan to assist us in this appeal. We ask that you help shape the City of Eagan's involvement in this matter because of your pro- fessional engineering credentials, and because yodve seen our lot with its topographical chal- lenges. You, perhaps better than anyone can underscore the safety concerns that wme with a steep grade that would resuk if the Dakota County were to fail to grant this variance. Mr. Greg Hove, Eagan's City Forester might also have some contribution to our cause, although we aze awaze from your conversation with our agent Tun Goggin that the County seldom consid- ers tree preservation in its decisions. Also, we were thinking that Eagan's Ylanning Department that had approved this lot sub-division might also have a favorable stance. We own the lot one, block one Acorn Pond, it is currently unimproved, and we hope to build our dream home here in Eagan. We purchased this land last year, and continued to save and plan our dream with a new baby on the way. We have always been aware that our driveway would not connect directly to Cliff Road, and we aze not seeking to change this fact. You understand that for us to avoid a 10% &uade, we really need access through the south lot line. We seek your kind as- sistance, and thank you for your attention. Sincerely, %r,tPF% David Ba iley & Jennifer Simonds 4121 20th Avenue South Minneapolis, MN 55407 Phone: f612J 72I-5594 Work: (651) 687-8876 Email: jenandav@bRS[ream.net 411? Remit To: CITY OF EAGAN 3830 PILOT KNOB ROAD EAGAN MN 55122 651 681-4621 Bimna nddress: 702448 PEDERSON HOMES INC 3065 225TH STREET FARMINGTON, MN 55024 ATTN: RON PEDERSON INVOICE 1152 Invoice Date 8127l2001 Item Remark Amount 001 CANCELLED BUILDING PERMIT 944354 532.27 '965 CGFF ROAD--\ --?.? 7ota1 Amount Invoieed 532.27 Tax Amount Balance Due 532.27 SECOND BfLLING fN1TlAL BIL!!NG - 3128101 "' plesss rotum w7th paymsn[ "' ? PEDERSON HOMES, INC. s-sa 55024 24 FARMI?NGTON MNW PfUERSON NOMES PAY TO TNE 41 ORDER OF _ ? 7296 75=346? DATE 919 y $? i-Ole, D z ANCHORaBANK. 01 U Feimingro0. N.A. Pilot Kaab OB'.ce 651/463-711 Q51/46120] FoR 96S //i?r - il'007 296u¦ 1;09 i90 346 2C -- ? --- "" 2 Lis- 2 7 591i• . ., - . ? i.....?... . . . ?r -. . ..: ' . . . . . . .?.. ..:. .: °° ' ....r-.n.-?... ?.v . .F^? - . ?-- _ ?. - . . . . . _. . .. . . . ?t.??.? r . ?. . •• , ? . n ? .. . ?. _ ?. . ?: . ?, ....:: v.. .. , .. ..,. . y ?,... .. ..... .... -.".1'n. .?'Yi^ ' .;1?' ?:rh'f??. "Y?.".:,i'.:.?: `' .. ... ..i . • .. ... ...?? ?.?..?__? _ '?i?} _ . . .. '..'.'.. ..?v..a?.,?p'.a ' '. .._. i . : fi71B6MENT 141160'7 'I'HtS INDENTURE, Made and entPred into this 18th day o£ March, 1997, by and between PAUI, L„ JOHNSON and MILLICENT JOHN&ON, husband and wife, qrantorE, and DAVID K. PETERS, d single pereon, grdntee. WHEREAB, said grantors are the owners of that tract oP land in the County of Dakota, State of Mlnnesota, described as follows: The east 330.0 feet of the southeast quarter of the eouthwest quarter of section 26, Township 27N, Range 23w, Dakota County, Minnesota; wliEltEAB, said grantee ie the owner of that tract of land in the County of Dakota, State of Minnesota, descri.bed aA followe: Lot 3, Slock 1, Acorti Pond Addition; which adjoins said land of qrant_ors; and tOtIBREAB, said grantorh and grantee have agreed upon the easement nereinafter described. NOW THEREBORE, The said grantors, in the consideration of and No/100ths po112 to them in hand paid by said grantee, ` receipt of which is hereby acknowledged, and other qood and valuabla consideration, hereby grant to said grantee, his heirs, successors and assigns, an easement of ingres& and egresF for driveway purposes in, ovar, and upon, that part of 6aid land of eaid qrantors deecribed ae followe: The P_H9t 30.0 fect of the aouth 75-0 faet of the southeast. quarter of the sputhwest quarter of Section 26, Townstllp 27N, Range 23W, Dakota County, Minnesota. Ali reaponsibil.ity and costs i_ncurred Por improvement, repair, and maintenance oL said driveway shall be borne by grantee, hi_s heirs, successors and assigna. TO HAYB AND TO AOLD SAID EABEltENT unto said gr.antee, his heirs, successors and aesigns in perpetuity as appurtenant to granteas' said land. IN NITNTs86 WAERBOF, Said grantors ltiave hereunto set their hands the day and year first above written. BTATS OF MINNE80TA ) ) 88. C'.'SUATY OF DAROTl; } The Poregoing instrument was acknowledged before my this 19th day of March, 1997, by Paul L. Johnson and Millicent Sohnson, husband and wiPe. w --MNtl'• Agibik 1 L18A Y. iHai1nN 10 ???? Not ry Drafted by: Reid J. Hansenw ? kIANSEN, McCANN, & O'CONNOR, P.A. TmmbrEngrud 14450 South Robert Trail deyd} Rosemaunt, Mlnnesota 55068 (612) 423-1155 OakptaCountyTreaeuref `?oYd ?-Aulor ?43 ?Jt'd 3'1313d Q SLb916L9T8I LP:E9 6L07,/6ai10 ?? * 4 ? PIONEER ? -G'1'1CrjinG-'P9'ing January 3, 3003 Mr. Gregg Hove Supezvisor of Forestry City of Eagan 3501 Coachman Point Eagan, Miunesota 55122 RE: Tree Certification Civil Engineers • Land Planners • Land Surveyors • Landscape Architects Lot 1, Block 1, Acom Pond Addition Eagan, MN (Dakota County) For: Troy Asleson Deaz Sir: This letter is to verify the status of significant trees located on Lot i, Block 1, Acom Pond Addition. During a site visit on October 16, 2002, all significant trees were tagged and identified by Pioneer Engineering, P.A.. It is noted that significant tree removal exceeds the 20% allowable (see graphic for location, size and type of tree to be planted as mitigation). Several lazge oaks to be saved that are located along the grading limits will be treated with Merit (systemic insecticide) and paclobutrazol (growth hormone) due to the unpacts to their critiacal root zones. The house has been staked. Tree protection fencing should be placed outside of the dtipline of all trees to be saved. Future grading and construction should not have a negative effect on these trees. If you have any questions, please call me at (651) 681-1914. Sincerely, PION ER ENGINEE G, P.A: i ' Ken 7. Arndt Urban Forester cc: Troy Asleson 2422 Enterprise Drrve • Mendota Heights, Minnesota 55120 •(65'I) 681-1914 • Fax 681-9488 625 Highway 10 N.E. • Blaine, Minnesota 55434 •(763) 783-1880 • Fax 783-1883 ** * 'tPIONEER ?engineer * * ** r 2422 Enterprise Drive Mendo[a Heights, MN 55120 LWP SVRVEVCRS ? PNL EnGINEERS (65Q 681-7974 FAX:681-9488 g uwo aLnxrveRS. _woscAAc srewi*ec.s 625 Highwey 10 N E. Blaine, MN 55434 (763) 783-1880 FAX:783-1883 . ?576 1 . \ 5 a \\ ? 619: ? ? H x RETAINING WALLS BI` 9THER I ?'. 571 ? \ ? ? \ \I ?X ? I \ 57 . x ? ?. / V I uv x I \Z ? . \ \ ? ? \ \ h (O AT ? ? ? I ? ? ? 5fi5 560 `. \ I i?? I ? I LOT 1, BLOCK 1, ACORN POND ADDITION S89'52'27"W 180.00 CLIFF ROAD 650 _- 54 O'J 65} -? 651 6'A '?o ; , -e ---- - - ?A7AiV; IGfTN1VESBTJ? (?AKDTFCFCCONTY) x x 661 C ?' %6K ^ ??652\?? \ ? 655 656 6 ??639 sr"----r---.,------ PAGE 1 OF 2 ? orx I s4? X,"ea x663 ? /810?? ///X?SGONi 86o5MJi?? ?? ? xbfi. g 1' / ? ?/f14i f II i ? d39 ? ? ? / i ? p+V \yl \\\ I ? -ry ( X: OkPINqOF & UTILLiV ? fASfMENT PER PLAY \ I J // \ i i I I ? I x>fe g esa s cwrt I ? 1 6 ? ]5 ? / ? ll\ Xfi]¢ I l ? ?%?}II I I i I 1 3 ? I .., ?.. ? I ? ;.s; n ? ' I /1' ; 1? v, p rn A ? ? A o? \ ix.? z ecaa wNr PONO I ? p ?5v7 1 p ?6 XU I 1 ? Ndl` ? I ? I X;3< \? l K602? l ? , ? ? E I E I wto?7io/a2 i ? es.. oonr B s3i ixec.? ?•? ?? ` V. I ? mIsmxt !_ -HWL=8645 i ? I @o l I ? \? `• \ ,yoe?,a,'t,? \\ ?GNIFlCANT TREES WITH CRI77CAL R00T ZONE IMPAO?TS TO BE ?°G6$ LONi \ TREATED 'MTH MERIT AND PACLOBUTRAZOL IN SPRINP 2003I 543 18" BUR OAK SAYE ? I 545 17' REO OAK SAVE `Jx °? ??. ?? ? "'? ? ??'•a ? ?? ? ?=sooo ?n ? 552 22` 6UR OAK SAVE 553 fl' RED OAK SAVE ? 554 19" KHITE OAK SAYE I I .?s w„r 555 18" RED OAK SAYE I 558 16" NMITE OAK SAVE ? 562 19' RED OAK SAVE I t 563 18' WHITE DAK $AVE ? L?, 564 23' ftE0 OAK SaVE ? I ? ? 4 ` ? ? ? ?:4? ?• ?; ? ? 574 16' BUR OAK SAVE I . \ 580 27 RED OAK SAVE I ? `. \. I ?? t ? '?. ) 615 15' BUR OAK SAVE ? ? 619 13" WHI7E OAK SAVE I 0 x x'? ? . ?.?x??i,-' 666 21' RED OAK SAVE ? • i \ y rx?xa? e?wwr ? . I I\ \` 1su \ ? czs ? ` ? ? I µ Y \ ? ? \.?`f??1 \ i 1 , ?1 t x? ?\ ?• ? ? ? 580 ??( ?Qq `y , t 1 \N81\ \ \fi511 ? ?. ?? ' \ \ ?\ \ ? I REPLACE7vffiNT Titl (4)12'1 WHITE PD RECOUMENDED LOCAPON BENCH NRRh TOF DF SPIKE ELEV.= sx\ 563? ExiSTNG [wsnxc ert cDCc 102271.00 3 m N ? ? ? f1? •?s ? "??\?i I ° ? e o ? I ? ??LY ? ? x \1 ? 2 PROTECTION FENCING TREE CERTIFICATIQN Certificate for: TR 0 Y A S L E S ON PL"TING SCHBDULS I KHS' COh410N/BOTATIICALNAMES I SIZFIROOT 21Y. CO I i ?x?h4 Vr'F3?fiPiNEP4ti[iSSTROBUS 12'-i<'7REESPADE s %,pA 131dX ?¢ S x \j" \\ \ I ^ - _ ; ` g _,?3 X7 ? ?TREE PROTECTION FENCE X \ XRPS I ISaP 551 . ? '?` ?? ? 1 A 06 X4, 5]p ? ? ?m^ I n \ Do :L FENCE POST 5?0 6Z3' 1XSP. ? `I \ \ ?- I i r Xz O N I FENCE X523 X525 5'B XL18 \ ? j + %9N I T a31 666 ? , ? szo? xk s/i? I s4t 311 ` I X X ?5]0 I I 0 S3 ` 51 K SI ?5 . ?518 \ Iy- -%?09 Sllo I . ? sos?sal__ ?? -_ _--- `-_ _ _ _- _ -D? _ _ - - - - - - L ?? . Xsor'^ ,x ADDITIONAL NOTES: av ?. ?--N89' 2'27"Ex5 NO FILL SHOULD BE PLACED AGAINST THE TRUNK, ON THE ROOT CROWN, OR WITHIN THE DRIP-LINE AREA OF ANY TREES 11-IAT ARE TO BE SAVED N0 32 (CLIFF RDAD) i C S A H CARE MlJST BE TAKEN TO PREVENT CHANGE W THE SOIL CHEMSTRY DUE TU . . . . . _ CONCRETE WASHOUT AND LEAKAGE OR SPILIAGE OF TOXIC MATERIALS SUCH I AS PAWTS OR FUELS. _____'-_-'_ _?- ; -_ PRUNING OF OAK TREES MUST NOT TAKE PLACE FROM APftIL 15 TO JU!Y 7. ? Y' IF WOUNDING OF OAK TREES OCCUR, A NON-iOXIC WOUND DRESS!NG MUST BE sw cax,.? or rnc aa? sc,/ s¢c zs APPLIED IMMEDIATELY (EXCAVATORS MUST HAVE A NON-TOXIC TREE WOUND T R]N R2.I . W DRESSING WITH THEM ON DEVELOPMENT SITE TREE PROTEC710N FENCE IS TO BE PLACED OUTSIDE THE DRIPLWE OF THE TREE ? - , SCALE : 7 1NCH = 50 FEET ti BENCH MARk i0P OP SPIKE '" FLFV. . * PIONEER * engineenng ?F * * * * Gi SIZE 2422 Enterprise Drive Mendoto Hei9hts, MN 55120 wurcraxs • GW (851) 881-1914 FAlC681-94B8 uxo cxraxcrx Lu+oru++xeas• unoscwE u¢ruacn 625 Highway 10 N.E. Blaine, MN 55434 (783) 783-7880 FA%:783-1883 TREE CERTIFICATION Certificate for: TROY ASLESON LOT 1, BLOCK 1, ACORN POND ADDITION CLIFF ROAD EAGAN, MINNESOTA (DAKOTA COUNTY) PAGE 2 OF 2 TREE LIST SPEqES STAiUS TAGf 9ZE SPECIES STA'TUS TAG/ E SPECJES TUS 501 tY CATTONIMOOD OFF S7E-SAVE 557 18' RED OAK INT DEC HAZARD-REIAOVE 612 16 RED OAK SAVE 502 8' GREEN ASH OFF 517E-SAVE 558 18' NRil7E OAK SAVE 813 15' WHITE OAIC SAVE 503 14" COTTONWOOD SAVE 559 18' RED OAK REYOVE 674 18" BUR OAK SAVE 504 13' COTTONWOOD SAVE 580 2Y RED OAK REMOVE 815 15' BUR OAK SAVE 505 13" C07TONWOOD OFF SIIE-SAVE 561 18' RED OA1C REMOVE 616 fr BLACK CHERRY REAIOVE 506 12" WAKING ASPEN OFF SIlE-SAVE 582 19" RED OAK SAVE 617 13' WMIIE OAK REAIOVE 507 18' COTTONWOOD OFf 517E-SAVE 583 18' WHIiE OAK SAVE 818 8' WH17E OAK REAIOVE 508 Y RED OAK SAVE 584 23' RED OAK SAVE 819 13' WHIIE OAK SAVE 509 20' BUR OAK INT DEC SAVE 565 5" BALSMI FlR SAVE 620 1Y WH17E OAK SAVE 510 tY RED OAK SAVE 568 8' BALSAM FlR SAVE 621 13' BLACK CHERRY SAVE 511 10" RED OAK (2) SAVE 567 17" RED OAK INT DEC REMOVE 622 22" ' RED OAK SAVE 512 14" RED OAK SAVE 568 20' RED OAK REMOVE 823 11 BUR OAK SAVE 513 10' RED PINE SAVE 569 21' WHIIE OAK REMOVE 824 8" BUR OAK SAVE 514 12" RED PINE SAVE 570 10' BUR OAK (2) REYOVE 825 16' 0 WHITE OAK SAVE 575 12' RED PINE SAVE 571 1e WHIIE OAK ftEYOVE 628 38 COTTONWOOD SAVE 516 12' RED PINE SAVE 572 18' BUR OAK REYOVE 627 22' COTTONMi00D SAVE 517 8' RED PINE REMOVE 573 8' BUCK CHERRY SAVE 628 14' MMIIE OAK SAVE 518 12" RED PINE REMOVE 574 16' BUR OAK SAVE 629 15' WHIIE OAK SAVE 519 14" RED PINE REMOVE 575 7' GREEN ASH SAVE 830 10' BUR OAK SAVE 520 120 RED PINE REMOVE 576 14' WHITE OAK REMOVE 631 13' RED OAK SAVE 521 11* RED PINE REMOVE 577 12' WHIIE OAK RENOVE 632 10' VMIiE OAK (3) SAVE 522 13' RED PINE REMOVE 578 13' REO OAK REMOVE 633 10' BLAqC CHERRY SAVE 523 12" RED PINE SAVE 579 11' BLAqt CHERRY SAVE 634 18" RED OAK SAVE ' 524 11' RED PINE SAVE 580 21" RED OAK SAVE 835 r BL°'qC CHERRY SAVE 526 9' RED PINE SAVE 581 Y RED OAK SAVE 838 16' RED OAK SAVE 526 11' RED PINE REMOVE 582 17" RED OAK SAVE 637 1B' RED OAK SAVE 527 8' RED PINE SAVE 583 20' RED OAK SAVE 838 70 BLApC CHERRY SAVE " 528 28' RED OAK SAVE 584 18' RED OAK SAVE 639 8' BUqC CHERRY SAVE 529 18" BUR OAK SAVE 585 13" WHITE OAK SAVE 640 1W COTTONW000 SAVE E30 24' RED OAK OFF 517E-SAUE 586 12' RED OAK SAVE 841 7" EUA SAVE 531 17' WHITE OAK OFf SIiE-SAVE 587 8' BLAq( CHERRY SAYE 642 70 ELM SAVE 532 13' RED OAK SAVE 588 20' RED OAK SAYE 843 200 COnONw000 SAVE 533 25' NMITE OAK SAVE 589 15' RED OAK SAVE 844 13' ELY SAVE ' 534 tY BUR OAK SAVE 590 17' RED OAK SAVE 645 18' RED OAK SAVE 535 18* RED OAK SAVE 591 7' BUR OAIC SAVE 846 7" GREEN ASH SAVE 538 8' RED PINE SAVE 592 20' RED OAK SAVE 647 3Z OOTTONwOOD SAVE 537 8' RED PINE REMOVE 593 18' RED OAK SAVE 848 11' RED OAK SAVE 538 11' RED PINE REMOVE 594 12' RED OAK SAVE 649 13 WAKING ASPEN SAVE 539 11' RED PINE REMOVE 595 12' BUR OAK (2) SMVE 850 17C OAK RRED ED OAK SAVE SAVE 540 12' RED PINE REMOVE 596 24' RED OAK SAVE 651 O? SAVE 541 13' " RED PINE REMOVE 597 13' ' RED OAK SAVE 66 3 0 ELM SAVE 542 9 ' QUAKING ASPEN SAVE 898 6 ' BUR OAK SAVE 854 13' SCOTCH PINE OFF SITE-SAUE 543 18 ' BUR OAK SAVE 599 17 RED OAK SAVE 655 13' SCOTpi PINE OFF 51'fE-SAVE $44 9 m RED PINE SAVE 600 16' ' RED OAK SAVE 656 1W HACKBERRY OFF SITE-SAVE 545 ' 17 " RED OAK SAVE 601 16 PAPER BIRCH SAYE 857 13' ELM OFF SITE-SAVE 547 4 ' RED PINE SAVE 602 Y ' PAPER BIRCH SAVE 856 Y SCOTCN PINE OFF SIiE-SAVE 548 it m RED PINE REMOVE gp3 30 ' COTTONWOOD SAVE 659 13" SCOTCH PINE OFF SITE-SAYE 549 8 ' RED PINE REMOVE 604 21 • RED OAK SAbE 680 13" WAKING ASPEN SAVE , 550 7 ' RED PINE REMOVE SOS yp ' pp77pNyyppp gpyE 661 B' BLACK CHERRY SAVE 551 9 ' RED PINE SAVE ? 17 ' RED OAK gpyE 862 20' RED OAK SAVE 552 22 BUR OAK SAVE 6p7 19 ' RED OAK SAYE 663 19' RED OAK SAVE 553 11 ' RED OAK SAVE gpg 8 ' PAPER BIRCH gAyE 664 13' RED OAK SAVE 554 18 ' MMITE OAK SAVE 609 8 ' q??ry q$?{ ?yg ? 555 18 RED OAK SAVE 610 18 ' RED OAK INT DEC SAVE 66B 21' REO OAK SAVE 558 2Y RED OAK REMOVE g» 18 RED OAK INT DEC SAVE SIGNIFIC ANT TREES REPLACEMENT REQUIREMENTS LA RGEST CATEWRY CA7EGORY CATEGORY TOTAL NUMBER OF SIGNIi'ICANT TREES 156 Sr- TPJM5 "A" TREES OR "8" 7REES OR "C TREES CONIFERS 12' TO 24' HIGH U 0 0 0 MULTPIY BY 20.0% - 31 ALLOWABLE TREE REMOVAL WITHWT MITIGA710N CONIFERS 24' OR HIGHER 0 0 D 0 AC7UAL 9G. 1REE REMOVALS - 33 MI7IGATIaJ REQUIRED (YES) 2 TOTAL / OF SIGNIFlCANT TREES 7HAT NEED TO 8E MITGATED HAROWOODS 6'-20? DIAMETER HAROWOODS 210-30' DIlWETER 0 2 0 4 0 8 0 16 50F7WOOD5 12"-24' DIAMEIER 0 0 0 0 MITIGAT ION NUMBERS ARE BASED ON l1iE LARGEST 2 TR EES soFnvooos za' aR crtEnTER o 0 0 0 SPEpNEN TREES 0 0 0 0 MITIGATON TOTAL 2 TOTAL 4 TOTAL 8 TOTAL 16 •p• •g" •c' CATEGORY CATEGORY CA7EGORY , TOTAL REPLACEMENTS 4 8 16 •OMNFR/DEVELOPER MUSf PLNIT NU4BER5 OF 7REE5 AS tJ57ED W CNLY ONE OF 7HREE CA7EGOR1E5 'A' ocauious mecs. wr us nun s inuEs n nUwcrert CA7ECORY COMFEROUS 71RF5. NOT 1E55 TIN1 12 FEEf p NElplt ,e- ocawaa TREEs. No. uss ,x,N s,n c+a+[s u+ nWMM ' GIEGORY WMFERWS 7REE5. NOT 1E55 TXNI 6 FEET M NEIp1T C" OEWUWS 1PEE5. NOT 1E55 7H/J1 1 I/2 INq1E5 W pA4E1ER CAlEfiORY CONfEH0U5 iMEF3. NOT lESS MNI 4 FEET W HMT I hereby certify thot this plon wos prepared by me or under my direct supervision ond thot I om an Urban Forester. SIGNED: PIONEER ENGINE RING, P.A. gY; _ DATE: / 3 00? 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I ~ 1 ; ~ ~ o~ x ~ ~ ~ , ~ C~ ~ 1 ~ Q \ ~ ~ ti ~ f Q ~ ~ , l~, , 7 \ . \ \ x S65 ~ a ~ ~ ~ ~ ~ ~ ~ ` ~ ~ i \ ~ ~x ~ ~ ~ 1 ~ Cp ~ 1 ~ "'~6~ X ~ ~ x 560\ i , , ~,,,,r , G \ ; ~ ~ ~ ~ ~J. Q ~ l ~ ~ x 1 ~ ~ 559 \ ~ . ~ 8 , E ~ x ~ , C~ v 1 ~s ~ \ \ r ~ ~ 562 , E \ ~ X 5~8 ~ ( ' ~ ~ ~ X \ ~ 5z i ~L~.f~ t ~ _ x•- i~ - ` \ ` ~ ~ ? ~ ~ 557 ~ ~ 555 F 5 ~ ~ \ \ E ~ 553 \ i i ~ \ X x \ r' i ~ ~ \ 554 i 556~' ~ i ' ` ~ ~ ~ ~ \ ~ t' ~ ~ ~ ~ \ ~X 552~ i 47 ~ E ~ \ 549 ~ i ~ ~ f~, C~ i~ X ` ~ i I ~ ~ i ~J , ` 550\ \ r ~ X ~ ~ _ _ _ _ _ _ ~q.~ _ r ~ ~ \ _ _ _ . - - , _ _ _ ~ ~z G _5 l_~. ~ ~ ~ i ~ ~ ~ i x ~ ~ i~~4X ~ , ~ ~ ~ i ~ ~ ~ 1 ~o~s I ~ f y ~ t ` \ ' ~ ~ ~ \ ` ' ~ i X ~43~ 5 \ t . t ~ ~t ~ ' ~ `t 539~ ~~3 ~ ~ „ ~ ~ ~ ~ < ~ ~ 53 ~ ~ \ ~ ~ ~ ~ ~ 1 ` ~ 1~~ i X 40 x X~ 3 53~ ~ i 54 541 ` ~ X X \ ? ~ ~ ~ ~ ' i ~ t~ ~ ~ ~ i ~ ~ 532 i ` 7z ; ~ / ' ~ ~ ~36 ~ \ ` ~ y/ \ ~ E , ~ ~ P 1 ~ ~ ! f 1 ~ ~ ,E ~ ~ ~za 5~~ X,~~ ~ , ~ ~ o 1~, ~ ~ r-- ; . . RESS & EGGRESS k x ! ~ iN~ ~ x x g - ~ EASEMENT FaR _ 5zI ~ , x 52 ~ x S25 i~ . !1/E~IAY PURPOSES ~ DR X , : -:..u , 5~3 1 , ~ 1 , ~ ~ti ~ x 5i , ~ ~ ~ : ~ X ` s ( 3i > g,s.$ ~ x ~g 524 ~ , Q . l , q i X , -E- , , t n 1 ~ ~ ` I *1 ~ l x ; . SZOI ~ ; < , , 666 ; \ ~ ~ x x ~ ~ ~ ; t ~ . ~ r---- w X 511 53Q ~ . , ~ ~ / 1 [ ~ € ~ X / i 5 ~ x ~ ~ 514 513 ~ i x x ~ I . , ,66~ I51T 1 1 ~ x ~ ~ . e ~ _ ~ 01 ~s ~ ~ ~ . ~1~~ 3 t J~~ s~~ \ ~ ~ - .x~'`~ ~~r--""~` r~ , 1 . ~.V 918,J . ~ . . . ~ . . ~ . . ~ ' . q~r h , . \ - ` ~ • . . . . . . ~ ~ ; , 5 50 _..~--X~.- . , ~ ~ _ 50 ~ ~ / ~ X'`--_ r' '~u ~ \ / . . . . j : 4t ~ ^:JUt ~`'"^ww..._ 91&9 I . . . . . . . ~ J 7 . . ~ . . . . . ~ ' ~ I . . ~ ~ i ~ ! . ~ ~ . , . . . . . . ~ . . . . . . . . ~ . . . . . . . . . . ~ . . . . . . . . t . ~ . . . . ` I ' I t ~ 506 ...__.,.___._,_1 ~ ' ~ ` , ~tit I ~ ',n ~ 3 f " ~JrQ~.,' su.o ~ ti \ i ! ,,..,._.zmac-,,./ nns f } 1,,....-- ' ~ : ' ; ~ ~ ' ~ ~ ~ . , ~ TREE L(~~t o ~ ~ , / i / ' { • --~e-...;.,._ ~-c--- ~ ~ P. soa.e, y l ~ l ~ ~ . a? ~ , ' ( > `I J [ , 'a sozr ~ __....-az~oa~-~- ~ 906.8. . . : . . ~ ~ 907~ ' . ~ . . . i . . ; 1 ~~ti{ X907A X907.3 . _ ' ' _ ..--X-__..--_.__'__.__'_._'__._.-,_._._..___........_ . X9069 . . L.._ , ~ ' sss.o , , . ~ ~ ,.rgn. .•----^''y~'ry""".. . . ~ ~ aF TH~ ~ SUV CORNE - . r ~ ' _ , ` i i ~ r- q/ r` C' i- r' r i` 2422 Enterprise Drive J~[ ~ Mendota Heights, MN 5512D # / 1 y~..~.~:. ~'GIY~EA LAND SURVE1roRS • qYIL ENGINEfRS LsJ ~ ~B1"~~~I' FAX:~"~~ . . . . . . ~ T.. IAND PLANNERS. LANDSCAPb ARCH17EC75 ' . . . . - . ~ ~ ~ . . . . . ~ - engmeer~ng s~~ H~~nw~y ~o r~.~. i * Blaine, MN 55434 y * (763) 7$3-f880 FAX:783-1883 ~ Surve for: Cert~ficate of y 965 CLIFF ROAD fAGAN, MINNESOTA i' . i ~r s89 ~2 2~ w zs~.~o ~ : ~c ~ ` s~o s~~ 54.006~ ~ > ~ - - x - - - - - - - - - - - - ~p ~a : ~x x--~c~e r" x ~ x o 1 ; / ~ J , - 'x _X ~--x ~ 66 X 9 , / ~ ~b52~~ 555 556 ~g ; ~ ----L--7C- - '~.._.857 ' 5~ ~ j ~ : / 64$ ~ / / ;^J ~ ~ X' ? ~ ~ , X i xs+,~ , / ! 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GRADIN~ RESTRICTION I' ~ i' ~ 5ss ~ ~ I 'l,~~' SETBA~';K LINE fROM POND HlML=B$4.5 ; ~ ? ~ 59 ) ~XOt 1 ,~p , ~ I I p N ; I , I ~ o, ~ ~ (0 ; 54 'j' ty ( , Yy602 , t , ~ ~ t 1 4 , I~ , \ I ~ i ~ ~ ~~C 2 ~ ~ 1 ,,WAT R EDGE ' ~ , ~ sbs I ~1 ~ ~ : ~ S{ , ~o ~0/02 . . ~ .~4~ 1~:. , ll . . ~ . ~ ~ ~ ~ ` 8fi4 CONT ~ 1 . y ~ : ~ ~ ~ ~ . . ~ ~ ` I 'S 1 'X6b4 ~ ~ ~ ~ ~ , ~ POND LP-36 1 I 1 ~ \ 864.5 CON - - ~t ; ~ 7 HWL-864.5 NWL=H6~.~ ` , ~ a \ \ ~yr ~ ( , x ,1 ~ 1 ~3 ~ HWL=864.5 ~ , \ ~ I D, ~ ~ ~ ~ ' I~ \ ~ \ . ~ . ~ ~ ~ ( , > ~ ' \ ~ oa , ~58 \ , ( < , x . ~ { , x , \ ; . . 864.5 C9NT ; ~ ' ~ ~ ~ ' ~ ' , . 0~ ~ ~ ~ ~ 1~ i \ " ' N ` 9~ ` 09 s r ~ ~ ~a ' 3 ~ `x ~ a ~ ~ ` ' \ I ~ ~ ~ ~ ~ x, 1S A ; ,~tV ~ ~ 588~ ` \ ~ st Q X ~a.p ~ ` 'S 0 ^j~ ~ ` ~ ~ ~ iP ~ \ D O., - ~ ti e> \ ~ Q ` ~ ' , ~ . ~ e, ~ , F ,n~ ea ~ , r ~ ~ ~ ~ X ~ ~ 5 ` t ~ \ ' ~ x ~ ' ~ 1 ~ 864.5 CONT;~~~ ~ , \ ~ ~ - ~ 'l 5 ~ ~~~i ; J ~ a~, ` \ \ , \ % ~ ~ tp \ ~ ~ , \ , , U 110 , ~ ~ ~io ` 5 ~ ~ ~ ~ ~ ~ 6~ , ~ i~ ~ ~ < ~ , 0 , ` i ; , ~ x .i , ~ry ~ ~ i X~27 ~ \ ~ • ~~583 . ,9, \ ~ X6t1 ti 6 1 \ ~ ~ ~ . ~ cry . ~ , ` \ 1Q1 ~'i . ` t ~ . . ~ ~ ~ . . ~ , \ \ . \ 1\ ~ ~ ` ~ . . ~ . . . \ . . ~ .i~. . . . . . . . , ~ . , ~ ' . . . . . . 584 , ~ ~ , 826 ~ ~ 582 X , ~ 612 ~ ~ ~ ' ~ ~ i , ~ ~ , 1 1 I ~ t ~ 1 ~ x 1~~ ti I` Ylft ' r 45 1 i ? z 1 ~ ~ i~ 8~5'CANT ' x , 1 0 , 8.2 ~ xs, } ' ~ , , ~ . 1 , ~ , , \ , , ~ ; ~t , 6, 1 , , I I , + ~ , . ~ ~ ~ / ~ ' ~ 1 PROP4SE0 DRAINFlELD ~ ~ ~ ~ ~ t~ ' ' 62 ~ / ~ \ ~ il ~ \ ~ 89, ~ ~ ~ ~ BY OTHERS ~ ~ X ~ \ WT ~ i ~ , . ~ ~ 5 9' ?580 ~ ~ ~ ~ , 4 ~ ; t . ~ \ ~ ~ . , ~ ~ . 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' ~~~y o 'a0 ' ti~24 s22 ( 1 IY ~ ` °Z'' ~ ' , ~ ~ ~ \ c? 5 0' ~ 3• X ~ ~p, + 57g 0 ~ ~ X \ \ Tp f , ~ ~ \~O+ x , , ~ ,sz, . , ~ 1 I , ~ ~ ' 6 ' oo , . s ~ / . ~ ~ 574 x X ~ ~ , o~, , ` ~ ~ , ' ~ - + ° ~ ~ t ~ ~ 629 ~ ` ~h ~ `(V . ~ X 57 ' ao g ~1 ~ ~ ~ + I ' ' I ~ ri ~ , P ° , 6~ 48 a ~ ' ~ O , a_ _ ` Q~7 ' co t 1 ~ , i ~ 2 ~ ..f ` , ~ . ~ ~ ~ -:ui • a . _ _ ah ~ ` c~. ~ ? _ , 3: , ~ r;. - - - - ~ _ . . , _ _ . ` 567'__..~„ v - ~ _~~~r - ~ ~cq7i _ _ . ° X~~' V ' ~ ( _ • , ~ ~ I ~ ~ , , ~Q' • 1 ~ o,diA~ ~ D0 5~ ti << ~ D~ Q~ „ ; " 56 ` ~ 566 ~ ry ~ 5-0-~ ! , W , ~ ` Z I o Q ` ' i , ~9 \ o - ~ .`'o PROPaSED ~ BENCH MARK 572 ~ ; O\, `D~~VEWAY ' TOP OF SPIKE sis:a o~, R~:` ~ ~~~n BENCH MARK I ELEV.-913.16 0 6, R ~ TOP OF SPIKE ELEV.=905.27 ~ ~ , sso'~ ' ~o 4 " ; , . . / i~ , s.oo ~ ~ X' ! _ - - - - - , FN o 1 ti° 559 ; 63.74 _ X ~ .00 , ~'PROP6S I M I a ~ ~ \ WELL ~ SI ~ 914.D \ $ n~~ EXISTING FENCE'''~' ~ ~ ~ 5s2 _ ~ / . . ; ~ ~ ~NE~ ~ X5~ ~ ~ o \ ~ ':1P ` . > > , ~ 56 7 1 ` ~ ` , ~ r ~ . ~ . 557 ~ 1 ~ ' ' 55~~ . . RE7AINI G WALLS X 554 I DESIGN- UILD B -~--1~~3 ~ ~ 553 OWNER iYPICAL~ - 56 \ 1 . ~ ~ ~ ( ~ ~ 5 I 49 ~ 52 ~ 3. ` , ~ c, I . I I , x o , ~ ~ 'x', 54 ` ~ ~0 ~ ~5~ u 551 ' ~R 1~~ 1 ~ ~ ~ ` \ \ I tolt~ ~Ll. 0 X `,5' \ ~E ~ , ~ ~ S . I , h~ _ s__ o ~ \ . ~ 8 I, ~ ` ~~v?~~ ~ D o ? ~.9 \ ~ 1 (jj rn X543\ 5 g'~ J 0 ' L~`~'i ~ c~`' ~ '1 , ~ r 1 ~~~b, x s~~ ~ ~ , . ~ ~ 1 ~ ' , \ .±1_ 3 i x~ 541 ~ X~ xo s~ \1 ~t0 ~ , ~ o~ PROPOSED ~ . . DRIVEWAY ~ 4y~ ~ 532 ~ 1 ~I ~ , ~ I ~ ~ \ . . ~ ~ xs~s , or R~~aon~ng ~ n ~r~ ~ 5 y . ~ . ~ ~71~J . \ . ' . . . . . . ) . . . ' ~17 jE E ' U~1J ~ U9C~ ~ ~ ~5<;`~°, 52D ~ V ~ \ ~ ~ ~ ~~~~~~~~'xv . ~ , s22 ~ l ~ ~ o ""R~ . INGRESS & EGGRESS ~ x , ~ I O _ s~ hg r EASEMENT FOR I ~ X~8 ~ 1 ~ DRIVEWAY PURP~SES i y 52$, , ~+~':,.V; ~ ~ ; ~ 5~ 525 , I~ ~ ~ , ~ :~~r.'`~ ; 1 X518 ~ 1 ~ ~ 1 ~ i8 X524 , 31 ~ 1 I~ fl a ~ ~ X q ~ , ~ ~ _ t ~ 5t 5?D ~ } + ~ , ~ ~ i , ~_IC_ _ X ` r~ ~ 5tt 1 530 ; -K . ~ i X ~ ' 514 ' 513 1 ' o . ~ . . . k " . `a .iz ~ X:.: 4 ~ J,~4~ ~ . , , < ~~5~-f~,. ~ ~ \ --~509 ~t , f ~ x r ~ ~ ; ~ ' ~ ~~r ~ z. ~ ' ` 508 i, ~ . . . . 7:~~~` `d . ~ ~ ! ~ . . . : - ; f , "~x4``~~5'~ ~ ~ N ~ ~ ~ ~ t . . .V , . , ~ , ~ i ~ ~ 5`5~ `""B a , ~ - _ ~ _ ` - - - - - - - ~ ~ ~ ~ -,t- - - - - - - r - - - - - - : , . - ~ : F' a~~ ~ x ~ -~--1 . . . ~ ~ 1 X5D7_°"° 1 ' / : ~ ~ ~ ~ y. U . . ' ~ . . , . '~'a , ~5~~ ' , f C,^~q.:. J . . . ,~'r„~'{~-0 ddflL~~ ~ ~ i ~ WC ~ . ~ . . Y^ r .i . ~ . ~ ~ . - t{~,~ . 'x ~ . C ~ r~' 14`.L1° . . . ~ ~ . . ~ . . . , , ~ ' ` : -~189'52'27"E x5 , .r,. , ~ ° ^ , ' - s,z.o-, ` e.... ' ~ ~ p 7~y~ = V .VV ~--TREE LINE ~ ` ~ . -~r~ ~ ~.yy""~' N . . . . . ~ ~ ~ ~ / _ x ----~ero.a_._ ' ~ ~ jJ~ ; . ~ ~ ~ . ~ ~ i Vs ~~e • . VI~~ • ' a :~I . ~~A NO 32 FF RO D , ~ _ ~ ~ r~~~ ~ -908.0---~ . CILI _ i ~ - - - - - - - - - - - - - - - - _ _ , ~ ' ~ Q 50'4S ~ ~ ~ ; Y ~ l \ +..d ^..gGg.O- ' ~ -~'"r" ' ~ P/ S CORNER OF THE SE 1/4 OF SEC. 26, ' T 27N, R 23W , ~ = ~Oto~~~ . EXiSTiNG BIT W - ,-g0..t! PROPOSED HOUSE ELEV ION EocE ~<~"~rr' ~ ~ LOWEST FLOOR ELEVATION: x (~q~ ~a ~ . "Pn~ 4~ . . ~ . . qUL3p ~ ; ~,~,,.:M ___--5~?2.0'_""` TOP OF BLOCK EtEVATION. . ~ . qO~i,~~ ~ ~ : / ~ ~ GARAGE SIAB ELEVATION. \ ~ ~ TOB @ LQOKOUT ELEVATION: ~ ~ ~ , , \ ~ , , ~ , ~ ~ X QD0.00 DENOTES FXISTING ELEVATION " ~5,~ t.~w~~~ ~ r ~ ~ ~ . 000.00 DENOTES PROP05ED ELEVATION x~"` ~ ) ~ ~ s DENOTfS DRAiNAGE AND Ui1LITY EASEMENT DENOTES DRAINA~E FLOW DIRECTION DENOTES SPIKE ----g- DENOTES OFFSET HUB TOTAL LOT AR A = E 87,294 s .ft NOTE: PROPOSED GRADES SHOWN PER GRADING PIAN BY: ~'I~USE >~C GARAGE AREA - 2, 8$ sq.fit. N~TE: BUIL~ING DIMENS~ONS SNOWN ARE FOR HORIZONTAL AND VER7ICAL LOCATION PORCN AREA ~Jq-D S.f#. OF STRUCTURES ONLY. SEE ARCHITECTUAL PLANS FOR BUILDING AND PROPOSED DRIVEWRY A EA = 3,610 sq.ft. ~ % OF I'M~ERVIOt~S SURFACE _ .1% ' ~ PECIFIC S~I~S INVfS11GATI0N HAS BEEN C~t~PLETED ON TNIS l0T BY ?HE ~ ° , , NDTE. NO S SURVEYOR. THE SUITABIIITY Of SOILS TO SUPPORT THE SPECIf1C H~USE PROPOSED IS NOT THE RESPONSIBILITY ~F THE SURVEYOR. NOTE: 7HIS CERIIFICATE DOES NOT PURPORT TO SHOW EASEMENTS O7HER THAN 7HOSE SH~WN ON THE RECORDED PLAT. , = NOTE: 'CONTRACTOR MUST VEftIFY DRIVEWAY 4ESfGN. t NOTE: BEARWGS SHOWN ARE BASED ON AN ASSUMED DATUM 1NE NEREBY CERTIFY TO TROY ASLESON THAT THIS IS A TRUE AND CORRECT REPRESENTATiON Of A ' SURVEY OF THE BOUNDARIES OF: , ~ ` I TI N LOT 1 BLOCK 1 ACORN POND ADD 0 ~ , DAKOTA COUNTY, MINNESOTA . R VI = 4- ' N W HOUSE E SED 32 2 02 E REVISED 32-26-02 STAKED HOUSE I T D O E S N O T P U R P O R T T O S H O W I M P R O V E M E N T S O R E N C H R O A C H M E N T S, E X C E P T A S S H O W N, A S S U R V E Y E D B Y M E O R REVISED i2-30-02 CHANGE DRAWING SCAL~ UNDER MY DIRECT SUPERVISION TNIS 10 DAY OF OCTOBER, 2Q02 REVISED 1-2-Q3 M4VE HSE REVISED 1-6-03 RESTAKED REVlSED 1-8-02 RETAINING WALLS & DRIVEWAY SE , NED: PIONEER E GINE NEER E ~GlN ~._FZING, P. V1 1-1 RI1! WAY RET. WAL~S RE 5ED 3 03 D E > . ~AL : 1 1NCH = 30 FEET ' DRAINFIELD & C1TY REQUIREMENTS ~ E , B ~ r---•: ~ ~ Don R. Wes#er ren, L.S. Re 102266.00 JMM _ ~j~, {'~j ,p~dj 9 ~ ~gren, L.S. Reg. ;No. 197! Use BLUE or BLACK Ink For Office Use I of Ea X111 ~1l+1 lr Ol o n i Permit , V v I Permit Fee: I 3830 Pilot Knob Road Eagan MN 55122 1 Date Received: V Phone: (651) 675-5675 Staff: Fax: (651) 675-5694 2011 RESIDENTIAL PLUMBING PER WT APPLICA oN Date: - Site Address: Vol- Tenant: Suite RESIDENT /:O.WNER Name: Phone: I c Address l City/ Zip: lox CONTRACTOR Name: Q' License Address: O . City: State. Zip: hone: 1~ Contact: TYPE OF WORK New _ Replacement - Repair V Rebuild Modi Space Work i R.O.W. ' h Descriptir-n of work: RESPNTIAL PERMIT TYPE Water Heater gg Water Softener s L Irrigation RPZ PVB) i Add Plumbing Fixtures L- Main Lower Level) i r~ SeDtic SYst Water Turnaround t Abandonment E RESIDENTIAL FEES: $55.00 Minimum Water Heater, Water Softener, or Water Heater and Softener (includes $5.00 State Surcharge) $35.00 Lawn Irrigation (includes $5.00 State Surcharge) $55.00 Add Plumbing Fixtures, Septic System Abandonment, Water Turnaround* (includes $5.00 State Surcharge) *Water Turnaround (add $166.00 if a 5/8" meter is required) $105.00 Septic System New ($10.00 per as built) (includes County fee and $5.00 State Surcharge) $95.00 Fire Repair (replace burned out appliances, ductwork, etc.) (includes $5.00 State Surcharge) r TOTAL FEES $ //5" 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.aopherstateonecall.om I hereby acknowledge that this information is complete and accurate; that the work will be in conformance with the ordi nces and codes of the City of Eagan; that l .understand this is not a permit, but only an application for a permit, and work is n to start permit; t the work will be in accordance h the approve pl n i he se o rk which requires a review and approval of la x x Ap s Printed Namd - . FOR-OFFICE USE Reviewed. By-.,. ii Date:. IS l rnal Required Inspections. Under Ground -Rough-In _Air Test : _Gas Test ZT00/T000[Pl DUI SUTTsn>;oxg TTTUTATnX 0£6££9ZL05T YVA 8Z:TT TTOZ/ZT/80 ic,('t-n n'"q~ IMiT/ ~ a057a f Peek TeSt any Septic Desirgn, . For r Cv S/- 67S - Sb 7G By: Mulvihill Excavating,, Inc. Glenn Mulvihill MPCA, #l21 1-612-598,-2455. ~ EAGAN ~ VI~WED BY ka DATE 15, /it BUILDING INSPECTIONS DEPT., TRENCH AND BED WORKSHEET ge Flows In Gallons per Day A. Estimated gpd (see figure A-1) Class I Class 11 Class III Class IV 1. AVERAGE DESIG FLOW Tmclassl. or measured x (safety factor) = gpd 225 180 60% 5. Septic tank capacity gallons (see figure C-1) 300 218 or the 376 256 values 450 294 In the 2. SOILS (Site evaluation data) 525 332 class I. r 111olumns. C. Depth to restricting lay 0 675 408 c er = feet 600 370 11, o D. Max depth Sys em tern 2C - 3 ft = ft - ft ,3. 3 ft E. Texture P,e-4colatlon rate -/'2 MPI F. Soil Sizing Facto F) -e-- sgft/gpd (see figure D-15) G. % Land Slope C-1: Septic nk Ca settles (n allots 3. TRENCH or BED BOTTOM AREA Number of Minimum Liquid Liquid capacity with Li with disposal& H. For trenches with 6 inches of rock below the pipe: Bedrooms Capacity garbage disposal tats inside A x F = gpd x sgft/gpd = sgft 2orless 750 1126 I50o 6 For trenches with 12 inches of~k below the-pipe: 4~~', s o~6 isoo iiso 2°°0 A x F x 0.8 = 00 gpd x f sgft/gpd x 0.8 = 605sqft 7, s or 9 2000 3000 4000 J. For trenches with 18 inches of rock below the pipe: d x s ft d x 0.66 = s ft D-15: Soil Characteristics and Solt Sizing A x F x Q.66 = ~~p q /gp q Factor (SSF) 'separation) K. For trenches with 24 inches of rock below the pipe: Percolation Rate Soil Sizing Factor .6 = sgft minutes per inch sail Texture square feet/ allon A x F x 0.6 = gpd x sqft/gpd x 0 m i erda a ftr• d For gravity beds with 6 or 12 inches of rock below the pipe; faster than o.l' Coarse sand 0.63 L. 0.1 to s Medium sand 0.83 Loamy nand 1.5 x A x F =1.5 x gpd x sgft/gpd = sgft o.1 to 5•1 Fine sane ,.G7 6 to IS Sandy loam 1.29 For pressure beds with 6 or 12 inches of rock below the pipe; IG to 30 Luam 1.67 711o45 silt loam 2.00 epd x sgft/gpd = sgft 5la A x F = JG to GO Clay, loam 2.20 Sandy clay SMY clay 4.20 4. DISTRIBUTION (Check,-tell that apply) over6, to 170"' SaClay ndy clay d 6% slope) Drop boxes (any slope) Rock slower than 170•'•• Silly `lay Trenches Distribution box 3%) %~Chamber ae systems or rapidly permed a toils: pressure distribution or serial distribution with Pressure Grav Gravelless no trench >25% of the total system. ity :'soil hamming so'Y or more fine sand phis very fine sand ••A mound must be used. ••'An other or performance system must be used 5. SYSTEM WIDTH, LENGTH and VOLUME D-9: Soil Characteristics and soil sizing M. Select trench width = _ ft factors (SSF) for Gravelless Pipe N. If2sin rock, divide bottom area b width: (H, I, J,K or L) + M = percolalion rate lineal feet/ _sgft +~-ft= _2 lineal feet (n,tnutes/itjett) soil texture gallon/day Rock depth below distribution pipe plus 0.5 foot times bottom area: Faster Ran O.l ' Coarse Sand 0.110 5 Medium Sand 0.28 Rock depth in feet + 0.5 feet x Area (H,I,J,K, or L) LoaniySand 0.1 to5 Fine Sand " • 0.6 (-f t + 0.5 ft) x sgft = cuft 6 to 15 Sandy Loam 0.42 16 to 30 Lin 0.56 Volume in cubic yards = volume in cult divided by 27 311045 Sil s~oam 0.67 Cuft + 27 = cuydS 46 to 60 Clay Loam (CL) 0.74 Sandy Cl. Weight of rock in tons = cubic yards times 1.4 sandyy CL - slower than 60"' C1ag Cuyds x 1,4 = tons Sandy Clay y 0. If using 10" Gravelless Pipe, Flow (A) x Gravelless SSF (see fcglfre D-9) Soil too coarse for sewage Silty Cla treatment. d x lineal feet/gpd = lineal feet Use systems for rapidly permeable soils. gp 'Soil having 50% or more line sand +very fine sand. ' P. If using Chambers, H,I,J, or K (based on height of chamber slats) r ::'Soil will; too high a percentage of clay for width of chamber in feet (M) installation of a standard inground system. , ti ~~P •••IIkr,Fdr _sgfr + ft= lineal feet ~~Oti. a b','35g3"i~.b29~g::9. ~ 2'K,wtCnrR e r •g t' S,• ~;~os,, t•ol, 6, LAWN AREA Q. Select trench spacing, center to center = feet ;,'•q;%;:;as:6 b;bJ R. M tiplytre ~ tr;p,• acing by linea f t x Q = sgft of lawn area ft x lineal feet sgft 's FOG 4745y 6.24•' Rock a;s''dgc s:c;p' 3/421/2" i~atztb a ;.s a t as ..'s•ta: 7. LAYOUT Include a drawing with scale ( one inch = feet). Show pertinent property boundaries, rights-of-way, ease- meets, location of house, garage, driveway, and all other improvements, existing or proposed soil treatment system, well and dimensions of all elevations, setbacks and separation distances. I hereby certify that I have completed this work in accordance with applicable ordinances, rules and laws. (signature) (license (date) 7.Tnn/rrlnnoi OUT SUT1UAE3X7T TTTUTATnIQ nvAvco7ineT VW.r 27•TT TTn7/7T/on Ito 9 L ° 41 O Q d Cltb J% e r vzi i~ ZT00/fi000P1 OUT SUTIOAUDX9 TTTUTATnN 0VG2'Fg7GOGT YVA nP:TT TTn7/7T/Qn Hug 12 11 utS:Saa bon rretermum DO 14J14.3L1 p. i t~Hf~l UthELI LRI LING CO- B x at i, GAP M. BOHN CP-o ` LICENSE 1r'1043 ~x 5 i • ` ( t \ 0 16550 BASELINE AVE. ~ ~ ~ , t~ 1 02 SHAKCf ~C. h.1N 55379 ~ - WATER EDGE 1 j x Ag / D 2 1 x \ l 864. CONT ut J1.2 -10 tip 6 \ %6z i i ` ; ' 9~ \ \ \ 864.5 CONT 08"\ IN, IN, \ \ \ x \i \ XB6 \a\ 864.5 CONT \ 0 \ \ \ \ \ \ \ \ 1 IN \ 586 \ \ \ \ \ \ \ \ 864.5 CONT \ 85 \ S. \ \~a \ 8655\ o ` 3 \ \ x ~l ' \ ` 58 \ \ \ x 61 \ 626' x \584 89 x \ \ \ \ \ \ \ 1 1 \ \ i J ' S~ i \ \ :-S\ \l 012\ x1 1 ~ \ \ \ \ f x ~ Y61~ \ ` 1 1 1 6 3 V1. /N SbX \1' \ \ \ \ 1 \ \ \ . \ \ \ b25 x179 :P'S \ \ 1-3 ~~r \ \ 6x7 \ ` 1 1\ \ L \ 6*8 61 - \ X619 6 4 \ ; \ \ 578 "576 \ v \ \ \ \ \ x H0 OIS- SE'li\D 625\ \ \ ZT00/900001 OUT NUTISABOX9 TTTUTATnIV 0S'APPA7l,ngT Yv4 np:TT TTn7/7T/Qn Aug 11 11 UU:Sya boo rreiermutn oo~4oi~~i N.~ _.....,r.. t Vic. e ,.i.... .f. ...f... ..j.• i• . , r i' .r i i t i S i • . ~ T' . r _ LO' ZtT i"teoi i~sdie~es tkr toc=ti~u otc ~►aw wos ~e~k a z~s wa. aws~ ar a~ ~ea>~~s, ~sj. mv! aearoes+t a~rsles~ arxr.rat soft treyb=4 t>sss..eustntndcaits.ptoputty 2ner6wx*-Y4 medusiod sum (aw*&m i'&=twd3edby *e arttrey) t>Sdv~IcsTxuaadioa~~dsppav~eiayaa,~,taa~sCws*tixed>zt'c~capo~istosod►sisaneamdbuiidFshs.-Pleaseatca~es~• built dcsrrtys. iespeetiaa rapans.{~ittl3w{sj ai>vosap7itrece ttstd No! Ptottcatre~tmt~, iCaitraittt~ta . 6 Bodr*s (MAN Locate s~ boxing oa the map above, i uticate on tho tight of the colurm the sti I me, stt:l mm. aolvr, depth of each dlffc=t saU tyM evidencc of umtiUng, bech-** and siaad'ing *ai ec a ismucabt if the nivmi-.d is fin. BR# j BR# BR #a HR# BR# BRA e o Y, F G to ip- -2 5010 j0q xstoRO ~tTa or BwrruNa. sEAsaNALw(m WA'maoR SEmR GFcN AnovaL was G1G~ l l1K~ o... , 00:bjA eemu. L 10 b~ b otiD, 27" sus to be soatptet4 to Was LUC above; system Into camplisacc tI Cvund ant in cocrp3ianc=7 l CS5i~s ~~~;dry ~-xG~ t -7 1. T000/T0002 OaI enT~WAVDY3 TTTIUATTIN 0£6£ESZL09T XVi 8£%01 IT09/91/80 7.TOO/900001 OUT BUTIUASDX'T TTTUTATnii1 0Pf;PP971,0GT VV.,T OP:TT TTO7/7T/Qn Aug 12 11 09:593 Bob h-reiermutn SOIL VERIFICATION FORM Date: 8-1 2-11 To: Glenn Aulvihill - Mulvihill Excavating From: Robert W. Freiermuth, Licensed Minnesota Onsite Sewage Treatment Systems Inspector in the state of Minnesota and I have observed soil conditions at: 965 Cliff Road, Eagan, MN 55122 and have found that the limiting layer is at 761' inches and agree that the trenches could be installed as deep as 36" inches or that a mound system should be built with at least inches of sand below the rock layer. Pressure bed rock layer must have a minimum of 36 inches separation from limited layer. Sincerely y, yt J 23 620 Lillehei Avenue Hampton, MN 55031 Office 651-437-5343 Cell 612-306-7505 Home 651-437-9605 Fax 6514374327 MPCA license # 798 ZTOO/LOOO[n OUT SUTILIAUDYR TTTLITnTnIV OP9V'g7.L09T YVA TP:TT TTn7/7T/Qn Aug 12 11 09:593 Bob h-reiermutn SOIL VERIFICATION FORM Date: 8-1 2-11 To: Glenn Aulvihill - Mulvihill Excavating From: Robert W. Freiermuth, Licensed Minnesota Onsite Sewage Treatment Systems Inspector in the state of Minnesota and I have observed soil conditions at: 965 Cliff Road, Eagan, MN 55122 and have found that the limiting layer is at 761' inches and agree that the trenches could be installed as deep as 36" inches or that a mound system should be built with at least inches of sand below the rock layer. Pressure bed rock layer must have a minimum of 36 inches separation from limited layer. Sincerely y, yt J 23 620 Lillehei Avenue Hampton, MN 55031 Office 651-437-5343 Cell 612-306-7505 Home 651-437-9605 Fax 6514374327 MPCA license # 798 ZTOO/LOOO[n OUT SUTILIAUDYR TTTLITnTnIV OP9V'g7.L09T YVA TP:TT TTn7/7T/Qn Iwo Dab* tot boto was pmracdL Toot bwds 10CMAO" Ewa 0 - " sod coam aek abomhot* bag= nx~s and v - to 4d VnewaevaL in iwg &tuft.-417- hs&m WATUR we Aa, WA7um WNW coop ab (dookm eAJ.,cxst.A-rioas ttlB x.03 s~raxr itPSYYYLL -7~ 33 SUMM T;-: 7nlvA _ is Map 7iZFYLL ~-vism- J32 rML CXN MIS Test Percent CAICUL-X= 13 la Ysw..Jg=rw=V sic nc o.10 + s Q~.ZO o ulzmaz= Z7 e 4t ~L.2m IQ ho team swsrjbGPr In a0coh Sol of borxiws fm tar or itisn d-m t m nurnlMw 2!'+On ==410 sy5cA '*r MAdfn~, if lNe bop rwrnbaw I* ecpjW or aisrmUcw -maan bot9om nurnboe, svesamgv the thr@° numt>sm for lhw POm rs3e- 7Tnn/Qnnn OUT SUTZSABOXA TTTUTATniu ngAv9Q7/nQT YV4 TP:TT TTn7/7T/An 1101a # vepdt of in d6m son Daft 4e■a *me holft sea soil calm: PACctasdafs 'wall I WO siieMraw ~T D'Adip= Sim9XV41ss both= ofbA31~ inch Daft ad7e~rtof wan Mib. O~ DeNdhatmad>tratar 1 .balm hdjO ai.ibad and to Unktidu 3?- of wodw k, -9, in b dw fm a ly cobd= sect a .a b" V ~ t tM ~T 3w4t zed s! 3 :/o tea CROP aza 25' cn.a~•i~ 3Fi6 ~~pZLL ~ ~ _ ~?.T3 ~esssLZ w r-.. C Pam ssMZL _ E , pltt= cis ASMLL 3r r ~O~IDMI) {S3PZLL ° SUM nun~- 'f3N6sat AE?ZLL ~Y~_ 3EC TMU =0 FINE Tea Percent Calcubdon • imp, D•S,C .a onto . sus . _ i 0.20 r It Vw top nuet*w" in owc:h se! of boxes is merger iha n the bottom rnrrnber thorn talcw arrvet-)or rsa*c#rfg. If ttte toQ rtumber Is squad or szTmUsr thorn bonorn number swemgs the three numbers for 1ha pira faze. ZT00/600011 Oui SUTIBABDXH TTTLITATnI4 OE6EE97G09T XVA ZE:TT TTOZ/ZT/90 CNA 6/7/2011 3:40:21 PM PAGE 1/002 Fax Server Minnesota Department of Labor and Industry 0 - ConslructionCodcsandLicensing Division Plumbing Contractor P l Licensing and Certification Services PO Box 64222 Code Compliance Bond St. Paul. MN 55164.0222 Phone: (651) 2845034 BOND NO. Fax: (651) 284-5743 AMOUNT EFFECTIVE DATE Email: OLI.License0_state.mn.us 35 %e5810 $25,000 January L, 2011 www.dif.mn.gov PRINT IN INK or TYPE KNOW ALL MEN BY THESE PRESENTS: THATMulvihi.' C:;cavgting, Inc. (Business name as Registered with the Office of the Minnesota Secretary of State; or if individual sole proprietor, individual's name.) (DBA, doing business as name if applicable) With business office at 6S30 296th S_reet East Cannon Falls F114 55009 (Business address, City, State, Zip Code, Telephone number) as PRINCIPAL, and WESTERiJ SURECY COMPANY (Surety Company Name) P.O. Box 5017, Sicu% Falls, SD 57117-5077 (605) 326-0850 (Surety Company Address, City, State, Zip Code, Telephone number) g corporation duly organized in the state of South Dakota and authorized to do business in the state of Minnesota, as Surety, are jointly and severally held and firmly bound to the state of Minnesota as obligee, in the sum of TWENTY-FIVE THOUSAND DOLLARS ($25,000) for the benefit of persons injured or suffering financial loss by"reason of failure of such performance as herein specified for the payment of which, we bind ourselves, our heirs, executors, administrators, successors and assigns firmly by these presents. The bond shall be filed with the Minnesota Depcrtment of Labor and Industry and shall be in lieu of all other license bonds to any other political subdivision. The CONDITION of the above obligation is such that WHEREAS the said Principal is or has in his/her employment a licensed Minnesota master plumber, a restricted master plumber, or a certified pipe layer, to perform plumbing work. NONE condition of this obligation is that the Principal shall faithfully and lawfully comply with the Minnesota State Plu•CodeaYrrY$ mnify any person dealing or transacting business with the Principal from any financial loss or damage ottiry+nt', r If the Principal to comply with any of the requirements of the Minnesota Rules, Chapter 4715, then no 4tiunder thl5dt hall accrue; otherwise this bond shall remain in full force and effect. Thus Arta AaOe,.-eggtive and run concurrently with the period of the aforesaid license/certificate from the date said tic + Itiicate.+ ed in the current year which shall expire on December 31, 2011. During the term of this obligation r ¢tly~will pay unto the obligee or as otherwise directed by the obligee the amount needed to correct non-complying the Ulm work. Th6-AVjPdgate liability of the surety hereunder pertains to all claims arising during the period as defined above and shall in no event exceed the total sum of TW ENTY-FIVE THOUSAND DOLLARS ($25,000). Signed and sealed this 23rc day of Nnvemaer 2010 (SURETY SEAL) Print Name of Principal (s) SIGNATURE OF PRINCIPAL(S) Print Name of Principal (e) SIGNATURE OF PRINCIPAL(S) W E IJ SURE=Y COMPANY Acknowledge (notarize) signatures on reverse side and attach NAME OF SURE power of attorney form. Pile -with: Minnesota Department of Labor and Industry CCLO - Licensing and Certification SIGNATURE OF A T"( TY COMPANY) 443 Lafayette RoadN Paul T. BruFlat, St. Paul, Minnesota 55155 Senior Nice President LIC,BD Of (8/09) ZT00/OTOO[A OUT SUTJUAUOXF1 TTT14TATn1li 0P6f:£97L09T YVA 7.S:TT TT07/7T/Rn " CNA 6/7/2011 3:40:21 PM PAGE 2/002 Fax Server A OR B AND C MUST BE COMPLETED P A. FOR ACKNOWLEDGEMENT OF Individual, Partnership , Limited Liability Company or Limited Liability Partnership (Note: Kpartnership all signatures requlred to be noladzed. Please copy the page if necessary.) STATE OF I ss COUNTY Of On this day of personally came to me well kawHn to be the identical person(s) described In and who executed the foregoing bond and he/she/they acknowledged the same to be his/heutheir own free act and dead. (BEAU Notary Public, County, My Commission Expires S. FOR ACKNOWLEDGEMENT of Corporate Contractor STATE OF ss COUNTY OF On this day of pi rsonauy came who being by me duty swom, did say that he/she is of a I.. corporation: and that said instrument was executed in behalf o the corporation by authority of its Board of Directors: that he/she acknowledged said Instrument to be the free act and deed of the corporation. (SEAL) Notary Public, County, My Commission Expires PART C MUST BE COMPLETED BY THE SURETY COMPANY C. FOR ACKNOWLEDGEMENT of Corporate Surety STATEOF South Da)coto ss COUNTY OF Minnehatia On this 23rd day of November 2010 personally came Paul T. R=uflat and I to me personally known, who being by me duly swots, did say that he/she is the atiomey In fact. of 143STERN SURETYI COMIIANY the I corporation whose name is affixed to the foregoing instrument: that the (seat affixed to the foregoing instrument is the corporate sea) of the said eorporation; and that said instrument was executed in can If of said corporation by authority of its board of directors and said Paul T Eruf . at ~ L acknovdedged that he/she. executed said Instrument as attorney in fact as the free act and deed of said corporation. j ~N~rbNbtiSbbb40.N0.NNbN0.eoNNOeb i (SEAL) d S. PETRIK r L NOTARY PUBLIC SEAAf: J Notary Public, - 0 1 Aucniar 1f, 9016 SOUTH DAKOTA r I y Commission Expires +4Nb444ee4NNNN0.N~o0.NbNAgN1 + Thle matonar Can be made available In dMerant forms. such as lame orlert. Br'nlllo or o~n a ta0e. To reCUOSt, eali 180o342a35a (Dull-0lq Voleo dr TDD (6b'I) 297dt4a. I 7.T(ln/TTnnf3i1 OUT SUT1UAE3XA TTTUTATnN OPArIP471neT VVJ sr:TT TTn7/7T/0n tF•,~ pNNNN (4) p M M M ♦ Q V o CZ. c`d c~d c~ 0.J DIN- e~ a~ ai ~ C1 NP U ~ CL •y ~ M M M •0 #q:wv N N N Q .7111 40 *M~ Q b 0 0 1 U~-Rs A .PiNg O C~ C row) W C Pm* ~ a) U Ll. ~ a m • ~ U 0 l0 0 L^ -j m C) CL ~ M MLe Q ~ - G LA In ~x1 7TnO/7Tnn5r1 OUT 9TIT'1PAP7YA TTTTITATTITU ncaocn~TnaT ~rsJ7 00-TT TTA-T- Use BLUE or BLACK Ink For Office Use I of Ea X111 ~1l+1 lr Ol o n i Permit , V v I Permit Fee: I 3830 Pilot Knob Road Eagan MN 55122 1 Date Received: V Phone: (651) 675-5675 Staff: Fax: (651) 675-5694 2011 RESIDENTIAL PLUMBING PER WT APPLICA oN Date: - Site Address: Vol- Tenant: Suite RESIDENT /:O.WNER Name: Phone: I c Address l City/ Zip: lox CONTRACTOR Name: Q' License Address: O . City: State. Zip: hone: 1~ Contact: TYPE OF WORK New _ Replacement - Repair V Rebuild Modi Space Work i R.O.W. ' h Descriptir-n of work: RESPNTIAL PERMIT TYPE Water Heater gg Water Softener s L Irrigation RPZ PVB) i Add Plumbing Fixtures L- Main Lower Level) i r~ SeDtic SYst Water Turnaround t Abandonment E RESIDENTIAL FEES: $55.00 Minimum Water Heater, Water Softener, or Water Heater and Softener (includes $5.00 State Surcharge) $35.00 Lawn Irrigation (includes $5.00 State Surcharge) $55.00 Add Plumbing Fixtures, Septic System Abandonment, Water Turnaround* (includes $5.00 State Surcharge) *Water Turnaround (add $166.00 if a 5/8" meter is required) $105.00 Septic System New ($10.00 per as built) (includes County fee and $5.00 State Surcharge) $95.00 Fire Repair (replace burned out appliances, ductwork, etc.) (includes $5.00 State Surcharge) r TOTAL FEES $ //5" 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.aopherstateonecall.om I hereby acknowledge that this information is complete and accurate; that the work will be in conformance with the ordi nces and codes of the City of Eagan; that l .understand this is not a permit, but only an application for a permit, and work is n to start permit; t the work will be in accordance h the approve pl n i he se o rk which requires a review and approval of la x x Ap s Printed Namd - . FOR-OFFICE USE Reviewed. By-.,. ii Date:. IS l rnal Required Inspections. Under Ground -Rough-In _Air Test : _Gas Test ZT00/T000[Pl DUI SUTTsn>;oxg TTTUTATnX 0£6££9ZL05T YVA 8Z:TT TTOZ/ZT/80 ic,('t-n n'"q~ IMiT/ ~ a057a f Peek TeSt any Septic Desirgn, . For r Cv S/- 67S - Sb 7G By: Mulvihill Excavating,, Inc. Glenn Mulvihill MPCA, #l21 1-612-598,-2455. ~ EAGAN ~ VI~WED BY ka DATE 15, /it BUILDING INSPECTIONS DEPT., TRENCH AND BED WORKSHEET ge Flows In Gallons per Day A. Estimated gpd (see figure A-1) Class I Class 11 Class III Class IV 1. AVERAGE DESIG FLOW Tmclassl. or measured x (safety factor) = gpd 225 180 60% 5. Septic tank capacity gallons (see figure C-1) 300 218 or the 376 256 values 450 294 In the 2. SOILS (Site evaluation data) 525 332 class I. r 111olumns. C. Depth to restricting lay 0 675 408 c er = feet 600 370 11, o D. Max depth Sys em tern 2C - 3 ft = ft - ft ,3. 3 ft E. Texture P,e-4colatlon rate -/'2 MPI F. Soil Sizing Facto F) -e-- sgft/gpd (see figure D-15) G. % Land Slope C-1: Septic nk Ca settles (n allots 3. TRENCH or BED BOTTOM AREA Number of Minimum Liquid Liquid capacity with Li with disposal& H. For trenches with 6 inches of rock below the pipe: Bedrooms Capacity garbage disposal tats inside A x F = gpd x sgft/gpd = sgft 2orless 750 1126 I50o 6 For trenches with 12 inches of~k below the-pipe: 4~~', s o~6 isoo iiso 2°°0 A x F x 0.8 = 00 gpd x f sgft/gpd x 0.8 = 605sqft 7, s or 9 2000 3000 4000 J. For trenches with 18 inches of rock below the pipe: d x s ft d x 0.66 = s ft D-15: Soil Characteristics and Solt Sizing A x F x Q.66 = ~~p q /gp q Factor (SSF) 'separation) K. For trenches with 24 inches of rock below the pipe: Percolation Rate Soil Sizing Factor .6 = sgft minutes per inch sail Texture square feet/ allon A x F x 0.6 = gpd x sqft/gpd x 0 m i erda a ftr• d For gravity beds with 6 or 12 inches of rock below the pipe; faster than o.l' Coarse sand 0.63 L. 0.1 to s Medium sand 0.83 Loamy nand 1.5 x A x F =1.5 x gpd x sgft/gpd = sgft o.1 to 5•1 Fine sane ,.G7 6 to IS Sandy loam 1.29 For pressure beds with 6 or 12 inches of rock below the pipe; IG to 30 Luam 1.67 711o45 silt loam 2.00 epd x sgft/gpd = sgft 5la A x F = JG to GO Clay, loam 2.20 Sandy clay SMY clay 4.20 4. DISTRIBUTION (Check,-tell that apply) over6, to 170"' SaClay ndy clay d 6% slope) Drop boxes (any slope) Rock slower than 170•'•• Silly `lay Trenches Distribution box 3%) %~Chamber ae systems or rapidly permed a toils: pressure distribution or serial distribution with Pressure Grav Gravelless no trench >25% of the total system. ity :'soil hamming so'Y or more fine sand phis very fine sand ••A mound must be used. ••'An other or performance system must be used 5. SYSTEM WIDTH, LENGTH and VOLUME D-9: Soil Characteristics and soil sizing M. Select trench width = _ ft factors (SSF) for Gravelless Pipe N. If2sin rock, divide bottom area b width: (H, I, J,K or L) + M = percolalion rate lineal feet/ _sgft +~-ft= _2 lineal feet (n,tnutes/itjett) soil texture gallon/day Rock depth below distribution pipe plus 0.5 foot times bottom area: Faster Ran O.l ' Coarse Sand 0.110 5 Medium Sand 0.28 Rock depth in feet + 0.5 feet x Area (H,I,J,K, or L) LoaniySand 0.1 to5 Fine Sand " • 0.6 (-f t + 0.5 ft) x sgft = cuft 6 to 15 Sandy Loam 0.42 16 to 30 Lin 0.56 Volume in cubic yards = volume in cult divided by 27 311045 Sil s~oam 0.67 Cuft + 27 = cuydS 46 to 60 Clay Loam (CL) 0.74 Sandy Cl. Weight of rock in tons = cubic yards times 1.4 sandyy CL - slower than 60"' C1ag Cuyds x 1,4 = tons Sandy Clay y 0. If using 10" Gravelless Pipe, Flow (A) x Gravelless SSF (see fcglfre D-9) Soil too coarse for sewage Silty Cla treatment. d x lineal feet/gpd = lineal feet Use systems for rapidly permeable soils. gp 'Soil having 50% or more line sand +very fine sand. ' P. If using Chambers, H,I,J, or K (based on height of chamber slats) r ::'Soil will; too high a percentage of clay for width of chamber in feet (M) installation of a standard inground system. , ti ~~P •••IIkr,Fdr _sgfr + ft= lineal feet ~~Oti. a b','35g3"i~.b29~g::9. ~ 2'K,wtCnrR e r •g t' S,• ~;~os,, t•ol, 6, LAWN AREA Q. Select trench spacing, center to center = feet ;,'•q;%;:;as:6 b;bJ R. M tiplytre ~ tr;p,• acing by linea f t x Q = sgft of lawn area ft x lineal feet sgft 's FOG 4745y 6.24•' Rock a;s''dgc s:c;p' 3/421/2" i~atztb a ;.s a t as ..'s•ta: 7. LAYOUT Include a drawing with scale ( one inch = feet). Show pertinent property boundaries, rights-of-way, ease- meets, location of house, garage, driveway, and all other improvements, existing or proposed soil treatment system, well and dimensions of all elevations, setbacks and separation distances. I hereby certify that I have completed this work in accordance with applicable ordinances, rules and laws. (signature) (license (date) 7.Tnn/rrlnnoi OUT SUT1UAE3X7T TTTUTATnIQ nvAvco7ineT VW.r 27•TT TTn7/7T/on Ito 9 L ° 41 O Q d Cltb J% e r vzi i~ ZT00/fi000P1 OUT SUTIOAUDX9 TTTUTATnN 0VG2'Fg7GOGT YVA nP:TT TTn7/7T/Qn Hug 12 11 utS:Saa bon rretermum DO 14J14.3L1 p. i t~Hf~l UthELI LRI LING CO- B x at i, GAP M. BOHN CP-o ` LICENSE 1r'1043 ~x 5 i • ` ( t \ 0 16550 BASELINE AVE. ~ ~ ~ , t~ 1 02 SHAKCf ~C. h.1N 55379 ~ - WATER EDGE 1 j x Ag / D 2 1 x \ l 864. 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Ptottcatre~tmt~, iCaitraittt~ta . 6 Bodr*s (MAN Locate s~ boxing oa the map above, i uticate on tho tight of the colurm the sti I me, stt:l mm. aolvr, depth of each dlffc=t saU tyM evidencc of umtiUng, bech-** and siaad'ing *ai ec a ismucabt if the nivmi-.d is fin. BR# j BR# BR #a HR# BR# BRA e o Y, F G to ip- -2 5010 j0q xstoRO ~tTa or BwrruNa. sEAsaNALw(m WA'maoR SEmR GFcN AnovaL was G1G~ l l1K~ o... , 00:bjA eemu. L 10 b~ b otiD, 27" sus to be soatptet4 to Was LUC above; system Into camplisacc tI Cvund ant in cocrp3ianc=7 l CS5i~s ~~~;dry ~-xG~ t -7 1. T000/T0002 OaI enT~WAVDY3 TTTIUATTIN 0£6£ESZL09T XVi 8£%01 IT09/91/80 7.TOO/900001 OUT BUTIUASDX'T TTTUTATnii1 0Pf;PP971,0GT VV.,T OP:TT TTO7/7T/Qn Use BLUE or BLACK Ink R E CIE I v n ~ For Office Use ~ Permit OW 3 j City of Ea I . Permit Fee: I 3830 Pilot Knob Road Eagan MN 55122 j Date Received: j Phone: (651) 675-5675 I I Fax: (651) 675-5694 Staff: 2011 RESIDENTIAL BUILDING PERMIT APPLICATIONCMIt/-r Date: Site Address: Unit Name: Phone: 6,Gr I RESIDENT / OWNER Address /City/Zip: !5~ C r oCc Sa CM MO Applicant is: Owner V\ Contractor . TYPE OF WORK Description of work ~aW\le wa~ Construction Cost 11 `1 57 • U0 Multi-Family Building: (Yes / No Company: ` )Jf S f q/1 Contact: Jas L, It er CONTRACTOR Address: 1<7s- ~ ~✓0*1.X sFnev+ City:,4Ay4r C_ " w4f ),%Arl _ State: Zip: 5 5C0 7 '7 Phone: License Lead Certificate ~ I If the project is exempt from lead certification, please explain why: (see Page 3 for additional information) COMPLETE THIS AREA ONLY IF CONSTRUCTING A NEW BUILDING In the last 12 months, has the City of Eagan issued a permit for a similar plan based on a master plan? _Yes _No If yes, date and address of master plan: Licensed Plumber: Phone: Mechanical Contractor: Phone: Sewer & Water Contractor: Phone: NOTE: Plans and supporting documents that you submit are considered to be public information. Portions of the information may be classified as non-public if you provide specific reasons that would permit the City to conclude that they are trade secrets. CALL BEFORE YOU DIG. Call Gopher State One Call at (651) 454-0002 for protection against underground utility damage. Call 48 hours before you intend to dig to receive locates of underground utilities. www.gopherstateonecall.org 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. x kalle,-- x zg/ - Applicant's Printed Name icant's Signature Page 1 of 3 rl&51 DO NOT WRITE BELOW THIS LINE( SUBTYPES Foundation - Fireplace - Porch (3-Season) - Storm Damage /tingle Family _ Garage _ Porch (4-Season) _ Exterior Alteration (Single Family) Multi - Deck - Porch (Screen/Gazebo/Pergola) - Exterior Alteration (Multi) _ 01 of Plex _ Lower Level _ Pool _ Miscellaneous Accessory Building WORK TYPES New - Interior Improvement - Siding _ Demolish Building* Addition - Move Building - Reroof - Demolish Interior - Alteration - Fire Repair - Windows - Demolish Foundation Replace _ Repair - Egress Window - Water Damage Retaining Wall *Demolition of entire building - give PCA handout to applicant DESCRIPTION Valuation / Occupancy MCES System Plan Review Code Edition SAC Units (25%_ 100%---) Zoning City Water Census Code Stories Booster Pump # of Units Square Feet PRV # of Buildings Length Fire Sprinklers Type of Construction Width REQUIRED INSPECTIONS Footings (New Building) Meter Size: Footings (Deck) Final / C.O. Required Footings (Addition) Final / No C.O. Required Foundation HVAC _ Gas Service Test Gas Line Air Test Drain Tile Other: Roof: -Ice & Water -Final Pool: -Footings Air/Gas Tests -Final Framing Siding: -Stucco Lath -Stone Lath -Brick Fireplace: -Rough In Air Test -Final Windows / Insulation Retaining Wal,. Footings Backfill Final Sheathing Radon Control Sheetrock Erosion Control Reviewed By: Building Inspector RESIDENTIAL FEES Base Fee Surcharge Plan Review MCES SAC City SAC Utility Connection Charge S&W Permit & Surcharge Treatment Plant Copies TOTAL Page 2 of 3 LOT SURVEY CHECKLIST FOR RETAINING WALL t BUILDING PERMIT APPLICATION Address: %'s- cl 4F P'd Applicant Name: 1~>!► -A? DATE OF SURVEY: / LATEST REVISION: d c "Permits required for Retaining Walls 4 feet high or greater. Ya V O z a DOCUMENT STANDARDS X, 0 ❑ • Registered Engineer signature and company 0 ❑ • Building Permit Applicant / ❑ ❑ • Address ❑ 0 • Legal description ❑ 0 • Lot lines/Bearings & dimensions ❑ ❑ • North arrow and scale ❑ 0 • Street name ~d ❑ ❑ • Show all easements of record and any City utilities within those easements 0 ❑ • Setbacks of proposed structure and side yard setback of adjacent existing structures ELEVATIONS /e1 ❑ ❑ • Property corners ❑ - ❑ • Top of curb at the driveway and property line extensions (only if wall is within 30 ft. of curb) ❑ ❑ • Elevations of any existing adjacent homes ❑ ~Pl 0 • Adequate footing depth of structures due to adjacent utility trenches ❑ ❑ • Waterways (pond, stream, etc.) ❑ 0 • At the foundation of the building and/or nearest structure PONDING AREA (if applicable) ❑X ❑ • Easement line ❑ ~J ❑ • NWL ❑ ❑ . HWL ❑ 1' ❑ • Pond # designation 0 fX ❑ • Emergency Overflow Elevation ❑ ❑ • Pond/Wetland buffer delineation 'Sf N • Shoreland Zoning Overlay District Y • Conservation Easements RETAINING WALL INFORMATION 0 ❑ • Location of Retaining Wall on property /dX 11 ❑ 11 ❑ • 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: Date GFORMSBuilding Permit Application-Retaining Walls Rev. 5-4-09 PERMIT City of Eagan Permit Type:Building Permit Number:EA124798 Date Issued:07/10/2014 Permit Category:ePermit Site Address: 965 Cliff Rd Lot:001 Block: 001 Addition: Acorn Pond PID:10-10250-01-010 Use: Description: Sub Type:Siding Work Type:Replace Description: Census Code:434 - Zoning: Square Feet:0 Occupancy: Construction Type: Comments:Please leave printed pictures of house wrap on site for the final inspection. When installing ventilated soffit material, remove existing material (i.e. debris that could block vents) and take steps to ensure maximum ventilation to attic. Call for final inspection after installation. Valuation: 4,000.00 Fee Summary:BL - Base Fee $4K $103.25 0801.4085 Surcharge - Based on Valuation $4K $2.00 9001.2195 $105.25 Total: I hereby acknowledge that I have read this application and state that the information is correct and agree to comply with all applicable State of Minnesota Statutes and City of Eagan Ordinances. Contractor:Owner:- Applicant - Cortney White 965 Cliff Rd Eagan MN 55123 (248) 303-0207 Craftsmans Choice Inc 26219 Fremont Drive Zimmerman MN 55398 (763) 633-1390 Applicant/Permitee: Signature Issued By: Signature