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4261 South Robert Tr - - - 5"~~ - - - -z - ~ - - - - - - - - - - ~~~~L - - - - ys= - - ~ , - , - - - - - , - - - - - ~ - - - - - ~ - - - ~ ~ ~ TIE-IN INFORMATION ~ - - - - ' ~ - - 4261 S. ROBERT TR. ~ ~ - - - - - - o~ , ~ - - - - - -o- - - - - - - - - - ; - - - - - ~ - - - - - - - - ~ - - - - - - - ' , - - - - - - , ~ - - ~ - - - - - - - - - - ~ , - - - - - - - - - ~c~ \JF - - - y. - - - 0 - - - l;~ ' , , R 0 35' Permonent Orainnge 50' R/W eo B~E .866. ,OP \ ,~'~,crveyor s Cert2,f~cate . ,5° ~ and Utility Easement 75' R/W ~ ~d9 ~ 65.48 863.8 gnd-top I 5°" 8°'.5 . ,@,$~ ' Koren 3 Lar50n y.~ Exst SURVEY FOR ` . Home ~ 848.9 54 ` DESCRIBED AS : Lot i, Block 1, MURPHY LARSON ESTA7E. City ot Eagan, Dakota County, Minnesota 844_3 847.5 ~ es5.a and reserving easements of record. nse ~or 850 3.5%AOp .9% 6 bZy. \ ~;y ~ ~ y~ l r P 4- 59: t . 564.4 8Fr~0 h H -aa'a.ze wous ~q w~th N. line ~~N6~g°03 ynd \ o ` . ~ ~s : ~ paro11e1 J_ ~ ~~y 8. 45.4 1 d- t H cf± 8644 Fr1 ^ ~ ~7~~~ Uk"]tll8~.93 60. ynd-Op .865.80 O x d drivewa p \ ~ 838.4 s ~ 834.8 838.4 ~ •8~d~ bttm ~9^d1~~~P 834.80 3c), X Q,s , .8 ~2.05 585 0. 03 868.58 ~ r~ 838.1 C~ y 838.0 839.4 839.5 ea.a \ 4' off CL 5 \ asz `fl 856.6 ~ . aea^r~ • 842.3 ~ k~ - l863.169nd - I 842J - 842.0 esi. FI drivewoy . 83T~6 8.9 p~5 838.9 839.4 841.5 842.0 - 6' off L e 1~y 837.4 i ' t J ~.0 5 5 847.94 c,k N y6d- 5toq N O gn? 125A , lo ~ 1o ~ ~ ~ ' gnd.~3 N~ 856.7 1 ~ W 1 V~1 840.1 03 w I 839.3 24.00 / 8 8 42.1 \ Sy C 859 18 ~y I I ~ ' 8404 g \ y, ,i,. r ~ . O 839.5 839.0 ~ u Io ~49. <i dri n 9n4 869..61 870.1 m_ / 839.7 1 \ 856.7b, . O io ~ I \ f O I 840.6 840.6 10% ~-~P 9 p` m 1 Pro osed A 843.7 ~ ~ a J 841.0 g 3 ~ p S it-Entry ~ I ~ crs. w/o , 85 .5 l.• ~ 839.4 ° 19 67 0-839.5 \ 1 ~ ' 8nd-2t • 81 ~e85~.29 ~ m 1 S~ I I 844.0 ~ 9 ~ 1 ~ . J•r•'~~' \p~ 41. 9.4 84 .4 Garage ~ 4.09 5.17, 109. 68~~ ~ 870.65 1 2.00 9 , 849.91 52.0 853.8 1 . gnd = 839.7 839.5 8 9.5 . 840.4 cl driveway nd 23 67 l 839.8 3~ 44.5 ~3. 46. ' ~ ~ 839.8 ~ 839.8 °"vew cl drivewaY d eway ~t ~ 1 8fi4.6 2a.OO ° ~u+~ 1 I I 853 = N.I I ~o e~ 0 841.2 9gn n.9 V8 d . 4 853.8 ~ 878.7 39.9 840.0 P. A40.6 .9n~.56 , 8~5.82t . 9Yd.71 0 856.21 I!W 839.5 ~ 841.0 - 0841.2 841.8 845.3 9 d 864.6 Note: I • , I 23.67 26.0 L---, ~ 872.8 - - _ _ _ _ _ - _ Proposed Lot Comers Elevations, ~ L~_----~---1g0:99--------- - - - - - ~ Are Per City Approved 842.8 Gradin Plan. . . nd 6.2 9 848.3 ~ $9°,32 ~Jrj~~ E 343.11 841.4 ~ 849.7 9 856.2 ~ 846.9 PROPOSED ELEVATIONS-. 'e43.i rf 848.3 . , , . 843.3 I Y/1 4~/1, 11111 ~(Yll`I 1111 1 F4 1I11 1 f41 `I Top of Foundation °84'4.4 BENCHMARK, Garage Floor =844.0 • ' ' - :,~h,^~ Basement Floor =840.9 '~~ED' Aprox. Sewer Service _ $34.5 By t6 Proposed Elev. MIN. SETBACK REQUIREMENTS C, ,T=~~L : Existing Elev. = DatE G I ;A rj'r _ Drainage Directions = EAGANENGINEERINGDF,P'[: Front-5o House Side -1o Denotes Offset Stake = . Rear - is Garage Side -5 ' : JOB N0: I HEREBY CERTIFY THAT THIS IS A TRUE AND CORRECT REPRESENTATION HEDLUND OF THE BOUNDARIES OF THE ABOVE DESCRIBED PROPERTY AS SURVEYED 05R-473 , SCALE: t inch = 0 feet BY ME OR UNDER MY DIRECT SUPERVISION AND DOES NOT PURPORT TO Son MH PLANNlNC ENGINEERING SURVEYING SHOW IMPROVEMENTS OR ENCROACHMENTS, EXCEPT AS SHOWN. BOOK: LOT SQ. FOOTAGE - 46,961 2005 Pin Oak Drive 2tp os i), - HSE SQ. FOOTAGE = 1,921 Eagan, MN 55122 pq7E---- CAD FILE: F~hone: (651) 405-6600 Revised 11-30-OS F E D. LINDGREN, LA SURVEYOR Manley-O5 LOT COVERAGE = 4. 0~ :(651) 405-6606 IN SOTA LICENSE NUM ER 14376 ~ ~ ~ ~ ~ ~ Y V~ 0,~ ~v . ~ . ~ . ~ ~ ~ ,S'~urv e y o r s V (//'',y'e///~/~t//~ V/-///-~//~ V C(/~// WtVO 135' Permonent Drainoge 50' R W g o git , 866 P ~ ond Utility Eosement 863.8 7 \ ? ~ 5'R I , Ed9 65.48 gnd-top 84.5.8 SURVEY FOR . Son MFi~ 847.5 I \ ' Kofen Larson ~ E.st. Hame , ~ ~ 8489 54 ` DESCRIBED AS : Lot i, Block 1, MURPHY LARSON ESTATE, City of Eagan, Dakota County, Minnesota 844_3 847.5 84426 7. \ 3.3%4, 865.0 and reserving easements of record. ~ - nse cor ,o ,o ~ l o 842A1~ ,8 .96 ~ P 4 59.0 ~ 6? 86a.4 864'O a~h 9 " E 3~g-25 ~ la~zs wous or{ ~ y N. line of lot 679o03'44 gnd s po~ollel wilh N I_, d- t ` H\ -L+'.~.ve5J~ OGI~=ALS^LSn/,~ ~y ,864.34 865.80 N G' ^ I 93 60. gnd-`top • cI drivewo T~ 9^d 7. 8 8 838.4 ~ \ \ '9~ E 1 834.8 838.4 1 • 8~d b tm m n ~ 9^d~'4~~~ P 834.8 _ „ _ ~ ~ B•F~ ~ d.05 \ 585 r-- I 838.7 ~ 838.0 83964 839.5 • az 4' off CL ~ ~ \ 868.58 CT'. 1 ea^P 7. 856.6 ~ . a< • 842 .1 842.3 8420 asi 1f63.drewoy - 83T~6 838.9 838.9 839.4 841.5 842.0 6' otf L ~ \ F~y 837.4 5 5 847.94 TJ t o 9nd Scopk N O •'i ~ 125.0 la Io . 9nd3 N~ 856J 1 ~ W 1 ~ _ w I I 839.3 838.8 24.00 840.1 ~ 842.1 54 C. r ~ ~ I ~ 840.4 .uA Ip j49g \ r 859.~18 869.61 . \ Co 9 9nd 870.1 839.5 839.0 ~ i" , / io 839.7 1 ` \ 85~6_7~,P .~~~.~1~5 1 p 1 ~ Pro osed J 843.7 840.6 840.6 1 769 \ M I I 841'O \ 839.3 Spl~-Entry I io w o Scrs. w/o 1 85 .5 ~ - ° 19.67 ' 839.5 \ 8 ~ 0(8 1 .851.2 ' cl '~e85529 839.4 N \ \ 0 44.0 RX 9nd t B 1 ~ j 9.4 840.4 Garoge 0 4.0X 5.1% 10% _68~~ ~ ~ 870.65 1 9 , 849.91 52.0 8538 ~ . gnd - ~ 839.7 839.5 839.5 23 67 2 00 839.8 ~ g~g g~ 840.4 44.5 46.5 ~4 ~ cl ~dnveway' nd ~ _ N ~ I 839.8 I 839.8 N a I~ ~3 d~New c~l tlrivewo ~3. cl 1eway ~1 ~ 1 864.6 _ ~ N i I ~ ~ io 24.00 ° 1~ N ~ I 841.2 1 , 85 88519 1 ~ 1 ~o 9na 1~ 77 ~ ~ 853 .8 838.7 ` ~ I 839.9 840.0 ~ 7140.6 ~8~d.56 1 0 , 9pd.71 ~ 841.0 g .845 gnd.82 y I I ~ - 839.5 O IV ~ i I 841.2 841.8 845.3 1 856.2 1 864.6 Note: 23.67 872.8 ProPosed Lot Comers Elevations. ~ L~__---~_~- 180.8- - - - - - - - - - - - 9. 7- 26-.0-- -----'~--------1--, 1 Me Per City Approved i 842.8 -----J Gradinq Plan. _ 0 841.4 849.7 9nd 6.2 856.2 848.3 N 89 32'S5" E 343.11 ~ 0 PROPOSED ELEVATIONS 8°3s~ " I - 846.9 848.J a BT# 843.3 Top of Foundotion =844.4 BENChMARK, Garage Floor =844.0 _ , ""aa~~~wuu~~~~~~ Basement Floor =840-9 ~~WE~` Lb/, Aprox. Sewer Service = 834.5 By .`.~~P'-•°""••' .~9.'~ Proposed Elev. _ C=) MIN. SETBACK REQUIREMENTS Date REGISTERED : s Existing Elev. LAND = Droinoge Directions = B/pGAit1 FdyGINEEtIJdG pEP~: Front - 50 House Side -10 $(JRNcYQA Denotes Offset Stake = . ~ Rear - 15 Gorage Side -5 14376 JOB N0: ~.'9T~C•~~.....'-~G I HEREBY CERTIFY THAT 7HIS IS A TRUE AND CORRECT REPRESENTATION HEDLUND OF iHE BOUNDARIES OF THE ABOVE DESCRIBED PROPERTY AS SURVEYED 05R-473 SCALE: 1 inch = o feet BY ME OR UNDER MY DIRECT SUPERVISION AND DOES NOT PURPORT TO San MH SHOW IMPROVEMENTS OR ENCROACHMENTS, EXCEPT AS SHOWN. BOOK: LOT SQ. FOOTAGE - 46,961 PLANNINC BNC/NEERING SURVBYING 2005 Pin Oak Drive I 2 20 oS ~ CAO RLE: HSE SQ. -FDOTAGE = 1,921 Eagan, MN 55122 DATE- - F E D. LINDGREN, LA SURVEYOR Phone: (651) 405-6600 Revised 11-30-05 Manle 05 LOT COVERAGE = 4. 0% Fax :(651) 405-6606 IN SOTA LICENSE NUM ER 14376 ~ • . 8P ~„-;F.1~15 51 ~ 8`~' , . . . " 2005 RESIDENTIAL BUILDING PERMIT APPLICATION City Of Eagan 3830 Pilot Knob Road, Eagan MN 55122 m\~ ''~aa,t~"~ • Telephone # 651-675-5675 FAX # 651-675-5694 New ConsWdion Revuirements RemodeVReoair Reauiremenis Office Uu Oniv ~ 3 registe2d site surveys showing sq. ft. of lot sq. ft. of house; and all mofed areas 2 copies of plan CeR of Suney Recd 1iS' N (20% max'unum lot coverage allowed) t set of Energy Calculations for heated additions Tree Pres Plan Recd yC~ N 2 copies ol plan showing beam & window s¢es; poured found design, elc. 1 sNe survey for additions 8 decks Trae Pres Required 7 set of Eneryy Calculatbns Addifion - indicafe il on-sde septic system On-site Septic System ~Y .y~1J 3 copies of Tree Presenatlon Plan i( lot platted aRer 7/1193 Rim Joist Detad Oplions selection sheet (bWdings with 3 or less units) 1~5 ~ 1, dc~ Date /5~ /20cs Construction Cost l~7(~ fC(--~n Site Address UniUSte # L c /57 Description of Work y'S~ c~l Q 1 ay'Yl t ~ \ l ~ ~ 1 I ( )~~1,(~?\ n ( MWti-Family Bldg _ Y~ N Fireplace(s) ~0 _ 1 _ 2 Property Owner ~CYY 1 OWh~ Lj(~~C4~ Telephane #(&S) ) S~ C~ - a O C~~ Contractor Address City State Zip Telephone # ( ) COMPLETE THIS AREA ONLY IF CONSTRUCTING A NEW BUILDING - Minnesota Rules 7670 Cateeorv 1 Minnesota Rules 7672 Energy Code Category . Residential Ventilation Category 1 Worksheet • New Energy Code Worksheet (Jsubmissiontype) Submrtted Submitted . Energy Envelope Calculations Submitted In the last 12 months -has the City of Eagan issued a permit for a similar plan based on a mas r la Z~(jxn _ Y ~ N If yes, date and address of master plan: Licensed PlumberCol?-C~SZP~ ~AYYblOIYI~ e one ) Mechanical Contractor 1ep 5I0~~ OSo Sewer/waterContractor Pi~,l,VY1~14~0~ Telephone#( ) I hereby apply for a Residential Building Permit and acknowledge that the information is complete and accurate; that the work will be in conformance with the ordinances and codes of the Ciry of Eagan and the State of MN Statutes; I understand this is not a permit, but only an application for a permit, and work is not to start without a permit; that the work will be in accordance with the approved plan in the case of work which requires a re ' and a roval of plans. ~ p Applicant's Printed Name Applicant's Signature • - • • " ' ~ ~ . , ~ OFFICE USE ONLY ' • - • Sub Types ? 01 Foundation ? 07 05-plex ? 13 16-plex O 20 Pool ? 30 Accessory Bldg ~Q' 02 SF Dwelting ? 08 06-plex ? 16 Fireplace ? 21 Porch (3-sea.) ? 31 Ext. Alt - Multi i~ ? 03 01 of _ plex ? 09 07-plex ? 17 Garage ? 22 Porch/Addn. (4-sea.) ? 33 Ext. All - SF ? 04 02-plex ? 10 OS-plex ? 18 Deck ? 23 Porch (screenlgazebo) ? 36 Multi Misc. ? 05 03-plex ? 11 10-plex ? 19 Lower Level ? 24 Storm Damage O 06 04-plex ? 12 12-plex Plbg_Yor_N ? 25 Miscellaneous Work Types >11 31 New ? 35 Int Improvement ? 38 Demolish Interior ? 44 Siding ? 32 Addition ? 36 Move Building ? 42 Demolish Foundation ? 45 Fire Repair ? 33 Alteralion O 37 Demolish Building• ? 43 Reroof ? 46 Windows/Doors O 34 Replacemenl 'DemoliUon (Entire Bldg) - Give PCA handout to appliwnt Valuation 1 Occupancy MCES System Plan Review X 100% or _ 25% Census Code T/ n I Zoning City Water SAC Units 61_ Stories Booster Pump # of Units I Sq. Ft. PRV # of Bldgs If Length SZ ~ Fire Sprinklered Type of Const VG Width REQUIRED INSPECTIONS ~ Footings (new bldg) ~ Final/C.O. _ Footings (deck) _ Final/No C.O. Footings (addition) _ Plumbing ~ Foundation _ HVAC Drain Tile Other Roof Ice& Water Final Pool Ftgs AidGas Tests Final ~ Framing _ Siding _ Stucco _ Stone _ Brick Fireplace R.I. AirTest Final Windows ~ Insulation _ Retaining Wall Approved By: Building Inspector ft/~(Q ' -----------------1---------------------------------------------------------- Base Fee ~ !l Surcharge I O~~ I?/~ i~ Plan Review 7 MC/ES SAC CitY SAC Utility Connection Charge S&W Permit 8 Surcharge ~~P S~ c- r Treatment Plant J License Search Copies ~ f 7 Other Total V ~•v r3~~~ LOT SURVEY CHECKLIST FOR RESIDENTIAL BUILDING PERMIT APPLICATION 1 1" ~ PROPERTY LEG'.L: /'Iti DATE OF SURVEY: VITEST REVISION: IZ ZO OS d ~ m U a ~ o z a DOCUMENT STANDARDS . Registered Land Surveyor signature and company ~ ? ? . Building Permit Applicant ? p . Legal description ? • Address-f7c%a~e Ado'izsS ~ ? ? • North arrow and scale ?D • House tyDe (rzmbler, walkout, split w/o, split entry, lookout, etcJ 6e-~we8n Road a~^,d onl.?eK,- sh ~ p • Directional drainage arrows with slope/gradient n'~OR e~~~'7 e~p Re~~re~~ 1~• ~ . Proposedlexisting sewer and water services & invert elevation- 3D0$TC g p ? • Street name ~ p~g . Driveway (grade 8 width - in RM! and back of curb, 22' max.}• SI.o+J p'=4"-1 DIIJ Lo<v-'~'~6~t W/ ~ f:12t10'4jq'S ff ,e( p? . Lot Square Footage C~''~rY GS G4.t-fir ? ? . Lot Coverage ELEVATIONS Existin • Property corners ~ E' e &'~.EI•~~ °F • y~ • Top of curb at the driveway and property line extensions-,i-p:-jaC o~ . Elevations of any existing adjacent homes-Prp~,d~ °Y Yo~`l- p21 ? . Adequate footing depth of structures due to adjacent utility trenches ;2- ? ? . Watenvays (pond, stream, etc.) Proposed ~ ? p • Garage floor pJ p? . Basemenl floor .Z p p • Lowest exposed elevation (walkouUvaindow) ,z p ? . Property comers ~ p? • Front and rear of home at the foundation p D_ PONDING AREA (if applicabie) p ~j ? . Easement line p p~ ? • NWL ? . HVJL p . Pond # designation p g" ? . Emergency Overflow Elevation p ? . PondNVetland buffer delineation y ON . Shoreland Zoning Overlay District y • Conservation Easements DIMENSIONS ? p . Lot lines/6earings & dimensions J1 p p • Right-of-v?ay and street width (to back of curb) la/~j p~j . Proposed home dimensions including any proposed decks, overhangs greater than 2', porches, etc. (i.e. all structures requiring permanent footings) -Skr~ ~ron-F `'ch . Shovr all easemenis of record and any City utilities voithin those easements ? • Setbacks of proposed structure and ' eyard setback of adjacent existing structures ~ ? ? . Retaining wall requirements: Reviewed By: Date cti{~ G:/FORMS/Building Permit f+pplication Rzv. 11-26-04 ~ Pamit Nmnbc RESCflCCk COIll]1UApOC CCrtifiCBtC Cbpckpd gy/Qffie 200011ftnesota FSnergy Code RFSrheck SoBwme Vasion 3.6 Rdease 2 Data 51atmna CADoamtatts and SAtitgslCroalDesktopWRODC CURRENC10538T105387.xrlc PRQIE(.T TII'LE_ CADD FII" 05387 COi]NI'Y: Dakota STAT& M'umesate ZONE: 2 CONSTRUCTION TYPE: Single Family WINDOW / WALL RATIQ 0.17 DATB: 08/03/05 DATE OF PLANS: 08l03l20D5 PROJECT DFSCRIpTIOAt• MURPHl' RESIDFdVCE 1220 SQ.FT. SPIdT ENTRY DESIQVIIt/CONTRACCQR: IIII. RAE AOMES COMPLiANCE: Pffises Maximum UA = 361 Yow Home UA = 293 18. S% Better T!m Code (UA) Gcoss Glaang Area or Cavity Conc or poor Ecdm ~ B--VA[w UtFpctor 3TA Ceiling 1: Raisod or Fnergy Tiuss 1220 44.0 0.0 27 A'all I: Wood Fcam, 16° o.c 1781 19.0 0.0 83 Wmdow 1: Abovo-45mde:V'my( Frame:Doabte Pme with T,ow-E 328 0300 98 Ibaa I: Solid 38 0.200 8 Wa112: Wood Ftame, 24° o.a 2p5 0.0 10.0 23 Bavemeut Wa11 1: Masomy Biodc wit6 £mp7y Cells 347 11.0 0.0 25 Wall height: 3.5' Depth below grade 3.0' Insulation depth: 3.5' F1oor 2: pil-Wood JoisdTmss:Ova Oufs{de pir 98 30.0 10.0 2 Floor3: Slab-Oa-GladcIieIdai 40 10.0 27 Iasutation depth: 3.5' Fumace 1_ Fomed Hot Aic, 90 AFUE Air Conditionc 1: Elechic Cenha! Air, 14 Sffit l9 0 Propaoed and Muiumm ii-Fador Avcraga_ pta~ I19mdrnunn Avadge iJ-Factor. A{lomed U-Fatar Above{'vade V?'mdaws md Cdm Ibors 0300 0.370 Indudks FowWation Windows > 5.6 112 COMPIdANCE STATEMENI: The pmpmsod building desigu desm'bod hae is oasisteni WiQt &bmidin8 Plans, speCiLtations, and otha calcvlatiwa sabmitted witL ihe pamit application. 1'he pmposed building Ims bm designad w mat the 20M1 Mnnesota Fnagy Code toqaum=ts in RESdx+at Veision 3.6 Rdmse 2(fime1Y MECd+eat) and to antPlY with the mamdatory mjuiremmts listad "m the RESdtaat inspeclion Cherklist o~- o~Fcc~ j ~ i Ce- 60 pY ITRREE INDIVIDUAL RESIDENTIAL LOTPRESERVATION PLAN SUMMARY',,:C1TY OF EAGAN FORESTRY DIVISlON .651-675-5300 (BUILDER, PLEASE READ ATTACHMENTS) Development 70n'1 muJjpl1-~ r K-1trNCN 64-/{S~i0x Lot Number 490 Z Block Number Address &Cj T/l'`'` Builder PhoneNumber: Contact: I-o-m M~.IRP(f~. Tree Protection Requirements: 17~ Tree Protection Fencing Installed On Site Oak Tree Pruning (Immediately seal wounds during April 1 to July 31) Therapeutic Pruning Required Retaining Wall To Be Installed Other. Realacement Trees: r• Not Required r As Follows: Attachments: ~N ` ~?vw~ Yes va No Additional Notes: Q ~ z ok"M Mdghovel2W5f1e\Ireepres\Tree Preserrduon Plan Swtmary-2005 p 1 01t ~ Surveyor's Certificate - J5 ft Ed0^ ° 96].B ' Noren l.araon a iURVEY FOR . ~ eocxcrE s°="1~ i I ' p\ 9~Ba xf Oi COIV 5~ )ESCRIBED AS : ~g ~ aS.s ~ .>.s nt a. weM1U SuO. no. R Egan me lot 2 eu6tv'a Sue. xo. U. Nva Gro.e. attwenq to !ba orOeE plol lhtteel. Dokalo Ceunty. 4mnesota. evicept Na[ pmt ol wk lnf 6 anC Lot 3, ryNq NdNerly d th. Idb.Mq Ee¢ DeU M. BUCxEI£ ,Mp d ~o~ leqinn)ng ot a Ooinl m tAv eat Ine ol mIE Lot 6, tliztmt W.09 hsl Nwtholy el ihe Swth.aat cwma e ~ ~ wM N}0825 oIE Lol 6: Umce NwWemlMy J3917 IeeCpi ath Ne Nc'tbMy Ibe of wM lot 6 enE ICs P> 4G~ E I \ ~ " -ienr ..ie,m,. m Ne nteiniNUon .iu hne coetrnr, r e of .na ioi z ma mn io,e mae ~-heins. N 79°03 ~ - \ s••-'~ . ` ~ 1 weav'. sueatnvm x> a; m.., e.oK, aa,e~v to u. ..wreea qot mamr ° I o~ n~and+ s~eaMSia, rvo. az, cyon. ocmremg io me mcaa.a to me recwaea oioe uereot 70 Io4ota Lomly, MNnem[a ~ b838.4 O2 ~ ON \ I N 614 B~ ~ I \ f ~ ` ~~y X Y i COR - ~~~0~=' N BJ90 &J9~ 0J95 ~ 1 c~ 1. ~ e ~ -05 ~ ~~~TIOI \ I ~8`b6 ~ x fl3&9 ~ COTiOH 0131 8423 "30 \ y~}5 FLM ,1 1 9374 ypy B394 95 813.0 ELM BO I~_- 'lh \ F~y t ~-4 % l0 CO 1WW ~~N COTLON R ELM k ~ cl ~ 125 ~ "B4O, ~EW ` N &56J\ w flS9] ~ I4.00 1 ' _ B)QJ 0 x BOX t: ~0.0 ~ i(PV ~i ~ 199 ` I ll. D ` ' I px8J95 ]9.0 ~ n lo / BJ9.) ~ ry OilOd 8I0.6 . . ~ \1 _ . ~ I ~ •PrWefcd Bq) 8406 619.3 ° SWM1-Eniry ~2 [1M ~ J \ ~ /~c 1 0~ 1 ry _ N ' $j Scs •/o EW 04W.. ' ` , • CP ~ TGN 19 67 839 4 N 6]9 5 ~ 1 - I - _ •N . c..~ I ~ &S9? GM 9U.5 -•~•J•... m 2 BD% . . . 400 eJl ~ W~u9e °a {A3 ELMOI 1 I.~ 8 EW 1 O ~ Bll ~B~9J,•:I~i fl195 D6l ~"w U99 ~E~0.~ . ~B 1, W A1 N I ~::0.198 , I 0.J9 B I \~14 ~ ~6 ELA E6~ 6 ' 1 . m Qt BO% ~f. ' I^' $ I4oo $ Iv ~ ~ 1 l . f COIIdf• t~ ~o ~3 LO ~oo B11 2 8539 W Ol YAfJ u •L1Q1~ . ~o I 8~18 9~5] 1 B58 2 ~6 ELY ~ 6 EIIA C{~ ¢ORON 8530 &18.1 ~ RY &19.9 l~00 l10.6 I ~ ~ I. Cann I {10 EL43 CG 1 ~-B El4 84t6 v BJ95~ - - - . Nod: i ~ DA m 26~ 81t ~ 8728 I OiTOM g9x - --1 I ~ Prrooaed Lol Camera Elewllona. L. - e, BO%-~BQ00 - - - - - - - - - 9. - - - - - - - - _tt ~ ~ ~ J M~ Vy G1y. IppeuN i - aoauq am~. a~~S~Fa~ N 89°32'55" E 343.11 I ~ ~ Bt6.9o% ~ ~ e PROPOSED ELEVAilONS E BQ S I , . . . . f6F' Top of Foundotion =844.0 BENCHMARK. ......':~t~l.., ;J`f..:~ ~ : : =843 Garage Floor .6 , : FEGI3TFSEUy'~- Basement Floor =840.5 LpN:) Aprox. Sewer Service =8345 50 ~yF.'tOq jr' Proposed Elev. = O MIN. SETBACK REOUIREMENTS Ezisting Elev. _ 14376 Drainage Direttions Front - 5o House Side -10 I F~.•.....- Denotes Offset Stake = . Rear -t5 Garage Side -5 I HEREBY CERTIFY iHAi TflS IS A TRIIE AND CORRECT REPRESENTATION HEDLUND OP 1HE BWrvOnRIES OG iHE ABOVE OESCRIBED PROPERTY AS WRVEYED H~SR-03 k~ I Inu - b ieet BY ME OR UNDEft NY OIRECT WPERNSION AND DOES NOT PURPORT TO goeK. . HSE PLWNINC BHCtNd6RlNG SURV6YJNC SHOW IMiROVEMENTS OR ENCRUA`EHMENTS, EXCFPT AS 910NN. - NSE X4 LOT SQ. FOOTAGE = 46,961 ' 2EOgmi,hMN55123 p.M-ZP1_'Q 1_1D~ CADFlIE HSE SQ. FOOTAGE = 1,921 Vhone: (651) 405-6600 Y 0. IINDGREN. D SURVEYOR HSE Monle`05 LOT COVERAGE = 4. 0% Fm :(651) 405-66O5 YINNESOTA LICENSE NUUBER 14376 847.5 'y 1 12, E9an and lot 1, Auddor's Sr.C. No. 43, Inva Grove, occording lo Ihe I + 1 ; ita Canty. Ninneaata, aMCept Uul Oad at mid Lot 6 ond lol 2. ly4g NalACdy e fne: 04 Lot~KS~' ~ Il E~d Mi~S ~ e xat Ime af said Lat 6, detwl 63.08 leel NalheAy of 1he Salhweet caner o! 14 B N' „ ~ 308.25 1 j utufy 336.17 fae(purallel rrilh Ihe Northed ifna ol ead Lat 6 md ifs Y 4Q ~ • Intersectlon wllh Ue Emtetly Iine of eod tot 2 ond sad line Ihere tennnal6g. SrJs NSA ~ No. LS, Inver Grow, acad'ny to (he +ecadad plat lhereoi. \ o I l No. 44, Eqan, aearding to the rxorded to the readed plot ihmeai, l ~ l }~y f~~ IB ElN 12 CaTTON ' I ~4 N C~.- T CLR Z(1 BU% N 638.0 839A 839.5 Ca 838.1 ID ` I lh BSfi.6 t, ~ 10 COTT09 839.4 Z1 8423 8/2A :c' Z15 ELd 1 836.8 / 858.9 7g,9 39.5 842.0 ~ N { 1' R Elld • 14 B % I~: 9 } 77.4 fp CO A~ f~ 1 B TTON • 7 Fll ~ o a o au.~l~ ~ 2`~ Io ~o R ELM 810.1 ' 8 ELLt u { 839.7 24.00 842.1 t` 870.7 N °m 6 ELM 149.4 % rl 40.0 w• 0 WTTON ' . C V 1 '10 % PV l0 834.7 ~ I.. L1T '7 ~o O I• 12 BO%8 .5 , 835-0 i::~ ~ • 0 OrtCA~° a10.6 t:y L.. . ~ ~ Pr aad ° 84J.J ~ 910.b 1' 841.0 839.3 i SDIEnIry E~ .8 EW 12 EW/ -1 1 l I c.. N V o s«c. ./c e39.4 6 EUI co QiON 19.67 N 839.5 _ N ~ 14 00R i` . ~p ' ~ . - . _ is--• 1 3-B EW 12 B% 12 ELM 1'1 Garaye 0 ' . 857.8 V ~ I T B BB39.7 , ~ • 4.1 &19.5 2367 2.00 839.8 .10 EIJd ~ I . ' 2-16 EL h 66 U7 I i:.•~ ` ~ u . N 12 EOX - . IN &59.8 Q i rNi BeD.4 EUA ~ I ° 24.00 I:. 853.9 . 346 ELM 0 1 0 COTfOH" ~ 1 12 CO Io t 1 H 6 WAII I I u ~ COT1 16 fL1A 839.9 810.0 H 840.6 I'•, ~ ` 8 CO &79.5 CP 8tl.-+ 815. I &U.8 856.1 14-8 FLII B4f.0 3 i I _ 1f E CpTi 23.6 26. B 1 _ _ _ _ _ _ ~ -F1 B97( wlfons, f L- 8428 • - - - - - - - -9. F{8T{8?- i 856.2 ~ 10 a"' - N 89°32'55" E 343.11 e~!.+ • a-a eox 84 ses 919.3 14T 846.9 ~TIONS B18.J O ez I U EW 043.3 ':19 in =844.0 , . ~..T,, . , _ . N BENC~MARK, . , ;r;~; , , . , . . - ~ =aa3.s - , i =840.5 -~E`~ - • "D14.TE 834.5 ~ NCQ = O ~ PRPiSGKV~I~ "[1Z~iG MIN. SETSACK REQUIREMENTS ~ ~ frant - 50 House Side -1o I 1U~~o' m ns ~=~MO V6~j TR~' Rear -1s Garage Side -5 I ;tnke = • . ~ - = I ( o - ~ grpi~; ~ _ y~R ~ni I , I NEREBY CERPFY iHAT 1HI5 IS A TRUf AN9 CORRECT REPRESEKiATION xe no _ - - .~.P«~. nSP-d7'1 KAREN LARSEN LOT - INDIVIDUAL TREE -PRESERVATION CALCULATION WORKSHEET -10/10/2005 - , Development Type = Multiple-lot, Multiple-unit, Residential Existing Allowable Actual Actual J Required Cash Trees Removal Removal Preserved Mitiqation Equivalent -,27 Trees, 20.00/co 4 Trees . ~23,Trees , 0,B trees , $0 5 Trees 85.2% a h. . . . . . . MITIGATION CALCULATIONS (Applicant to mitgate: -1 Trees) Category of Tree Num6er of Mitigation Total To Be Removed Trees Removed Per Tree (B) Mitiqation (B) Specimen Trees 0 6 0 Hdwd Deciduous 21-30" 0 4 0 Soft Deciduos >24" 0 4 0 Conifer > 24' (12" dbh) 0 4 0 tidwd Deciduos 6-20" 0 2 0 Soft Deciduous 12-24" 0 2 0 Conifer 12-24' (<12" dbh) 0 2 4 total = 0 TOTAL MITIGATION : 0 Catego B Trees MITIGATION SUMMARY Numtier of Mitigation Number of Tree Requirement Cash Equivalent Trees (B) Required . Trees Provided Balance (B Trees) Balance Cat. A _ 0 • 0` Cat. B: ' 0 0 $0 NOTES: Per t-call on 10-10-05, applicant will only remove 4 significant trees. An additional 12" box elder and 15" elm located northeast of house pad will be preserved. Therefore, no mitigation is required. Tree protection fence to be installed Tuesday, 10-11-05 6123373400 N'CT. 10. 2G07 3: ibFM NETASPX INC N0. 568 P. 1/4 AgW v Your.A,~piiaations.OvrSeR+ce. Guararrreec7. ~ FAC SI Wi IL E TFZANS MyT3A,L ; . ; ; ~ Fax Cover 7his is a confsdential message, (ntended solely for the person to ; whom ft is addressed. If you receive this fax in arror, pleasa forwar8 it to ihe correct person, or ca[I tis aS 692-337-0200. 7nank you. ' Yo: ri~ f C'AR~ ~ . Campany: . . Date: ('4(405- rax Pio.: lQ5( -(v-I5 ~ Phone Nb: ~ Ftom---tv/,~, Phohe: . . 't 'Email: ? Subjeci. ` Pages: ~ i G Urgen2 OFor Review ? Please Goinmecs4 C7 Please Repty ?Please ecycla ~s: r rSC~TU~/,A~~k.J /~Lh/? 3 1 i ; i ~ ° I ~ ! 1 1'7f;R Wachinni'nn 4vPn++u. Cnrrih ~IItItP.Z`1(){tG_ NFIttYIP_Ctl~`r~G`I5 ?hone-a12-337-0200 Far-'= 72 537-34D0 • ID FOCT. lU. 2005 3:17PM &NETASPX INC4ANce 9eizzz734ee N0. 568 P. 2/4zs vei ~ City of Eatian FAX TRANSMTTTAL: MATN'TENACE FACILIT'Y 3501 COACHNIAN POINT EAGAIV, MINNL+"SOTA 55122 -o xo: F,qxt: naTE: 0-15 n-rrErr,zoN: Tew~. M~~` ~l ~ Tna; : t CQMPANX- / 4 OF PAOES INCLUDIN C0vB2t: I FROM: PHONE /f: 651-67 53 O . Commewts: ~~.llk,~ Y~E! Mi~tTl'~.~ Q~M4 Qb•f' ~0 TA ~ vGrJ~?~ ~i~4osE ~tieaw ~ ~ ~ 0007t These aze being trapsmfited as checked~w. w 1tl For approval Foi youi use ririnaLs fomazded As tequested For roview and comsnenfs nginals not fozwaxded For publicauon ~ High priDrity r Your Tnforrnation PT.EASL NOTE NEW PHO1VE NUMBER"" PAX Maintcnance Pacility (651) 675-5360 OFFICE CentTal Maintcnancc (65I) 675-5300 TDD (651) 454-8535 ' Noce to Facsimile Opcrafor: Please delivet this faX Ransmission to ihe above add[essee. Ifyou did ot ceccive all olthe pages in geod condiUon, pFease contact us. Thank you. THE LO1VE QAYCTREE...TFiE SYMBOT. OF STRENGTH AN77 GROWTXI YN 0[J COMMCINTT'Y • Equal OpportunFty/Affirmative Actlon Employer . . g:lgenerai o,()?ce,Rfelfpx - Mnint Fac, 1113/O5 1 • . ~ GF.NuRar. TERMIIVOLOGY NOTES FOR SOII. IDE1V7'1FICATION AND DESCRIPTION ~ GgpIN gEM GAaVR7 PERCEMPAGES Term nsT Tecm ` PC== gpwQpy Over 12' A LiGk Gravef 3%-I5% Cobbin 3' to 12' Wit6 Gravd I5Te-30% GnvN M4 sieve to 3" Graveliy 3096-50% Saud N100 ro #4 sieve ' Fina (silt & clay) Pass (l200 sieve CONSISCFNCY OF YLAS'ftC 40IIS RELATIVE DFNM OF NOIJ-PLASI7C Term N-value. BPF Ter"I N-Vaiue. BPF Very Soft ka mm 2. Very I.oate 04 Soh 2.4 loau 5•10 Medium 54 Malium Demc 11-30 Stiff 9-I5 Dmse 31-50 very suff 16-30 Very Dme G,zazer than 50 Hud Gttazc thm 30 MOISSURE/FROU CONDPTION LAYEkAYG NOTES (AtC Cdmn) 1ambmtiew: 1aYas Ieu r6aa Ya' thidc of diHerio,g D(Dry): Abseccat of muisaue, duuY, dry to mxcial or wlor wuch. M(MOin): Damp, althougb fres wua um visible. Leoses: Podccs or layets gieamr tLan V- thick Soil mry wll bsve a tugh w-aer mmm~ of diHcing maierial or wlar (o.er.'uPumm')• w (weu wnceeazing): Fcm maar viv'b1e. tatendd ro aesaibe aDa-plauc soils. - F (Frozen): S06 fmzm. FIBIIt CON(EM OF PEAT ORGALV[C DfiSCRiPTION . Terns Fbet Coatmt (Wisual Etnmme) kmlnt wils ue dceribed u otganic. if wil is jodged co have suHiciwt o[gxie eommt m mtluena the soit Fibric: Gmazer dw 67% Wapw=- Hemie: 3367 ;6 . Sapric: Iss than 73% 01 11(4f ) + - TOTRL PRGE.13 CLASSIFICATION OF SG FOFi ENGINEERING PUqPOSES T~~TC~ ASrM oesi9nation: D 2487 ,$q~G, INC. i (Based on unrifetl Srni Gassificatlon srirem) . ~ - C~ wr A~o swman am canw wmn usmp taeu~ Wam ry rmt ~ Gmw Mv~w' :mnKaamaa Smb CM+b Opn G~ Cura me ISCCSJI 6w wsa q~ 9"~` Mare oun SMa num~o m Yem uun !M% mpas Lm mo 5% kent N0. 3J6 ew0 n9C90n IeWw6 Ort CY*A Y16b! ta'G.'i]` GT Pme7 W~ graw, No. a m,e Graw1[ wmr,F~ Fi~ EamN a+4 w uN GN sapy y~e.G "we amn q1Y eM• F.~ra wsp a 0. 0 61 6C Ca1q" wMIf ~ . ~ a~ s.ms c~-e vc *sr--SY m wm69,mo ..nW 50~ e mmo a mim ~ss u.e sM 6.a° ~Omun ~e Na Gr.6 eMfY uC: a3' SG PmnY 9~ m.0` ? v~~ S~Mi wmf Fam Flo¢ ~IY Bs ~4 d MM SM 3iM1 SanO4w Ab~ ~n 12% 4~ Fef msly O 0. v QI $C q11q. Impr" FnrGmnxt SOitf S03 ai0 Oa~a ~py¢~~ %ST W 9m0 OD Ot iEOA Q L,052trl tl8~w . SOw or mme O+sfes M limda O+m m Can SC 'a' M1 7D0 fu.~ W 4 s obe O~M.. 'x- IIl Sff~ kw ~ liqu0~y~ Ol Oepaa eay4"" Uwia b= - nm e"NO Orpt1m pif~ 9G .v10 LLp ~ PI 0won m 100it '4" OM QI Ga my4'^ UOIN WIp1 50 w TOn p 0100 OOb~'A' bs MM 811me vR',~ amlue LimW~~ OX Ov. daV~• Lmm &m • ea aun orqa~ ft~o w'Vrh a9+- amta VrqmYy mp~ aomt. acm in c9~m. MIC mpcne otillf Pr Pem ~remwerr~9wawpartlw. p~ b.vewgioWwsv.brv.al"a~d+4 •af.v~msoame~sm~?wamaa ~°•OptDA h ~Gb V awCAi vt~~ o V~ 'S1 ~ miaw K m 8? Om Ma 90. ao0 "'s~ m~a" ~'wr.s.m~s~~awwiar~ar~~eos °a~rmo~a±e9rm~m^.mv.t'aym aLlv*R'~ea~. ~N`OY "acRip~ OrM s aa1 q~y, ~if al mmm~M om m Eli aaoee~W+W si4 GW.= .09~e+~••war 5ieaeonNeCao_sar~~mnQGOrm so'wa'aepmowa a'GM o~r ~~+~.m r ~y~, 'b em~raaoM am w ma o.~r cA['.coesnawavw..~m. rW myom v~m-f+H"mvm^~"+ °Um..mss~ ~~.ar.~.na am~a ~L'~wobaas+m.•'+".. SwsY.rq+wosse.wm fimimmm;rAp.a.ee^.ov++"eyre 4~r.asav-A'r. SMPC ~Yqqpp pne ~C W .v~~ . ~1 amr m a au~w'11' Ya SOAY MM OuvO ad ~VI OO 0~4~'a~ ~a ~d~: OGAII ¢~~1 ]~O ~m BI SlM uMLrnf ~uttr-.. I an~ s ~ fs eMOitlmie. M Iitww~s uilr I l lq~! { M q qO Wm w~^. i I I I I I I I 771, I I I I I I I ° elmlo. N. A - -IW ~ ~ I ~ I I I ' e ~ Knm~r~lerRrmLL-ZS.i ,r = ~ i o niePT~LLT]61-m1 ~ -i" : w e~•e~ I I ~ .r r Emr1s ~ I ~ I I ' I 1 I f ' p< 1 1~YTq1 R LV K ~O~I~i V p l 11 1 j I ~ i ~ I! I I I f I~' I n,=mn i ' B' I IMH i Ok I I I w ro+ w o,~ o.o~ r MLTOL I I I oKT~C~E SIjE ~M WLLIME'rENI ~ I 1 o m so ~ao no LICUIO UwIT<lU . ` $ORING LOG NOTES _ nMLIN.. AND ntm INC cvn_En* c 'i'E_CT cVn,Mnr c Symboi DeGuirton SYmbd Denoitioo -y H,H,N: Size of Ilush joim casmg CONS: Ooedimeimionial cocsotidarion usr BX: BX double cubc eote barret DEN: Dry dcmiry. pd AC: nc comQluion of bmmg DSI': Dicat shnr cuc CA: C:ew amaa„r E: Ptasuiemecer Modulus, ctf CAS: Pipe cviuE, number indicatas aaminal HYD: Hydmmeer aoalysis diamerer in iuches LL: Liquid limit. % CC: Ctew chief 13* Pressaremeper limic Presaure. ttf COT: Clewout cube PERM: Caffrcient of permcabiliry (IC) tez; F- Fceld: DC: Drive easmB: mmtber indicata diamaa in mdrca L•Ltbormr5' DM: Dn71mg mmd or bmmrricc shmY PL: PGatic limit, 96 DS: Distuzbcd umple 6om aoger fli8W q,: Pocket Pme4vmeter mrngtp. [sf `rA: Fliglu m+Ser, uumber mdzatts ouuide qk: Sta[ic cone beariag pentue. af diamner m inches cL: UnconSned compreuive :uevgth. Psf HA: Hand auger, mur0er indicass muside diamaa R. Elccaid +eqisdviry. ohm-cmt KSw: HoUow-scem auger: mtmber inAicaw mside RQD: Roct QaalicY 1hsipazw in p-Cmt (aWeBte diame¢r in iaha kagth of cort pgca 4' or more in Imo as a 1W: Jetung warcr pacent of total wre tuN MC: Columo uad to describe moistu:e conirion af SA: Sieve analysia yamples aad for the gmW vrater (evel rymboJ 'PR7(; Triaxal compinsion tesc N (BPF): Srandard pmecauau raimnce (N-value) m vs: vanc snur sarngth (W, Psc ' blows per faoc (we qorcs) WC: Wmcr comem m potceoc o( dry weighi NQ: NQ wi[elinc crne bane! 96-200: Peseat of mazerial finer dnm S2A0 sieve PQ: PQ wittliue core batxel RD' Ro[ary dtilling wirb fluid md roller a drsg bn STAIVi)ARD PENET2e170N 1FST NOIES REC: In split-spnan (aee noas) md min-walled mbe sumrrlm6. me recovued Iengm (ia inches) of The sraudacd pcnccaation mt wacisrs of dtiviag t6e sampler samplc. In rodc cocmg, the leagtb uf ewe wvh a 140-poaod hammer and coumng i6e numher of bbws rao.eied (cxp+essed u paixm o[ the caal apQtFed m escL of rhrtt 6' Wcrcmenrs of penecauon. If dc core run). Zero mdicarcs mo 1ample rewverw. samplet adivm ias than 18' (usuaHy m irigyly caimam R£V: Revert drillmg fluid mae121). Pamiced'm aSTM:D1586. tc bloas for crch S5: Staudard sp!¢'spoon sampler (s¢el: 1'.6' a compteie 6' icczemem md 6or each panial mcremeas is inside Aismuar; 2' oauide diameter): anlcrs on the bariog log. For padal W,,,•T•••n. rhe wmber of tnduued wpexwise blowa a ihown m Uu tw2rest oemh of a fooc bdoa the slash. Ili+: 2hin-walld mbe: munber maicaza inside diamcmr vi inc6a lbe IengtC of ssmpss cccomed, u shnwu on ehe `REC' wASH: Sample of maretial obpinr.d bY screcainB wdamn. may be grea¢r maa rhe disnna iodiemed 'm tLe «mmm6 mTazY dri11mB flnid or DY which N colmmn_ Tioe dispniry is Ixcaae the N-value is secmded hav colleaW mside me bocehak afcer below dx inifia16' see (teilsss pacdal peuaration de5aed -f"g' ftough dnUmB MM in AS1M:D1586 iv caccozzared) whereas the leogm of sampk WAI': Waur mavaed is for the eodce sampler ddve (which maY even WH: Sampla advanced by aaut utigk of driD ex[end IDoie Than 187. tod aud 140-pomd hammer wR: Sampkr advaooed Dy narie aeight af drill rod 44 mm: 94 millimcorr vriteliae rnte 6z[[e! Waur level 'uidicated in ponug AMERlCAN EIVGWEERING TESTIlVG, 1NC_ . ~ BORING LOG NOTES nurr i IN nfvr MC cvn n* g 1ECT O C Symbol Defmitiam SYmbol De6niRon S.H.N: Size of llusbjoinc caam6 CONS: Oucdimeavomal camofid¢uoa teu BX: BX doabk mbe core 6are1 DEN: DrY daattY, pcf AC: At compleuou of borro8 DST: D'aect shen tesi CA: C:Cw ac<ivam E: P7GSAltemCfG7 MOQflllti, IS{ CAS: PiPe casing, mLmber iadiwms vnminal HyD: Hydmmntr ao*sis diamercr in inehas [l.: Liquid limrt. % CC: Crea chief LP: Ftssmremear limit PVCM=. csf COT: Cianout tube PERM: Cafficieot of pvmcayitiry (In test; F- Fetd; DC: Drive easmg: mmmber -&=Cs diamner in mda L•Laborao+Y DM: Dnlliag mud or bemonticc s1+mY PL: PWapc 1hni[, % DS: D'uturbed sample Crom aoger fligJrn q,: PorJrot peaehomew saeng[h. tsf FA: F7ight avger, mrmbcr mdicazes owside q,: Sndc eoce beariog prcsure. af diamua in imcLes q,: UacoufinM cumpnsaive scength. ?sf HA: Haad auger, mtmDer iadiwms wtsiAe dixmoter R blecvinl teaituvity. Nim-cmt HSA: Holloa-sttm auger: numba icGiceta baide RQD: Rock Qoaliry Designuot in petm (a4greBate diamc¢r in i~hes length of ws piaa 4' or more in Imgth as a 1W: Jetring wa[er petceat of toral wce cua) MC: Columo iued m desccibe moimure coudiuon of SA: Sieve anatyeis samples and for die gmmd watv (eve! symbol TRX: Triaxial compression cess N (BPF): Standazd pmetruiun rais[atce (N-valw) m VS: Vaae shea saeugrh (field). Psf blows per [oot (see.urna) WC: Waur caaatu[, as perceat uf dty weight NQ: NQ wirelinc coce baztd %-ZIXk Raeac of mueciat 5xr rmm #200 sicvc PQ: PQ wirrtioe core baapl RD: Rrnuy d:iUing wnh fluid and roller or dcag bn CTA1Vi)wRD PENEi7te170N 1FST NOTEC REC: In split-spoan (eee nota) md Nin-walled abe saaPlIDB. me rewveRd teagm (ia mches) of The sranQard pmenadna mse coadscv ot drivntsg the samplrr sample. Tn mqc codng, tAe leagth of cm wuh a 140-poand hammcr acd couoting me ninnher of htoms rewvued (acpressed as percem of t6e toul applied in euh of LbrOC 6- inceemcrns of peneaatiw. ff 1hc wre run). Zao mdicares ro sample cecwend, sampkr is drivm Iw than 18' (usually m 6ighty raittaffi REV: Rtvtrt dripmg flitid ma2tial), Ptrm+eed'm ASTM:A3586. the blows for eah ss: scaa,rd spuc-:aoon samakr (sted: 1%• is rnmpfete 6' iaaemm[ aad 6oz exh parual o¢erement is 11Sidt diamttes; 2' wL^idt diameees): onleSS oU the botiog lag. Fo[ p2iti21 iee+.me..n. thC uomber of lndicaced otLaw ise blown asbodn m dx masc omi6 aE a fooc betow tpe slazh. 7'N: 13iu-ara![rd mbe: mmber iadScazes IDside diam~rcr m incha 'iLe Imgsh of winple rocoveisd, u shaw on ihe 'REC' WASH: Sample nf mmcrial obtemcd bry ,scrceuing cohma, ~be Y grearer than c4e distance iadicared in tbc mturninB m4ry drillinB 9nid ot by which N colmmn_ 73e dispmry iS bmmm tlx N-velue i3 recmded has collecied 'mside ihe bmrehok after below tbe iff~i 6' sa (ualcs pacdu peaenadoa de5aed 'fall1DB' througil dr11m8 BW in ASfM:D1586 i9 mrouu¢red) wheteas the Imgrh of sampk WAT: Watcr ieeovaed is far t6e a, -,o sampler Unve (which may evea WH: Sampla advanceA by sadt vtight of driiIl excead moie (6a¢ 18'). rod aad 140•pouod hsmmer WR: Sampkr ndvanced Dy ernue aeigpt of driil rod 94 mm: 94 millimeoer wireljae wte bartel Water levei indipted in Doriag AME3LICAN F1vGINEERIIVG 1FS14VG, INC. GENEBAL TERN.lI~IOLOGY NOTES FOR ' SOII. IDEIV'I'IIrICA'1'PDN AND DESCRIIMN GBAII'f S[ZE GMVhZ PA[CEKCAG$S TCm sM I61sp percm 4oV,ldms Ova I2• A,litt~Gcavei 3%-15% Cobblft 3' to 12' WiIE Gtavd IS%-30% Gcavei C4 sieve ro 3' GrVeNy 30%a0% Sand 8LW ro M sieva Fines (stlt & clay) Pass #200 sieve ~~S~OYCY O£PLAS'[TC BOIIS nar eTIYE DHVSII'Y OF NON-PLASI7C.SOiI.S Term N-valne. BPF j~ N-Value. BPF vay soft tess m,n z, vey imSE aa Soh 2.4 1.049C 5-I0 pqedipm 5-8 Mediam Dmx 11-30 Sdff 9-15 Dmu 31-50 Very SUff t630 Very Dmse Crreatu tdtR $0 Hud Gieaoer rtrm 30 MOLSSURE/FR9Sl CONDPf74N LAYERIN6F_$OTE9, (MC Cai~) . laminariow: IaAaf ]ecs tEm Ys' dick of diSermB D(Dry): Abseom of maiscros, duuy, dry m musrlffi or cobr couch. M(MOiit): DamP, alffiough 5'ce wuei no visibk. Iffi5es: Pockus ot layccs g¢a[c dlan diiiek Soil may wll have a Ligh wam mme~ of diHerzog mt[afal oi colar (over,•opdmm"). w (weu WncDaring): Fcx waur via'ble. immded mdcscnbe nou-pludc wili. A (Frozm): Soil fmm. - FIBIIt Tt OF PEAT ~G~~??C DESCR_~!?ON, erm Fber Caotem (~/'~mal Fsrimece) Nm-prrt soib ae drsaibed as otgaoic. if mil is jadged co have sofficirnt orgmmic aemem co 1Wlumce rhe srnl ~F~ric: tiqaca chan 679G ptopertie+- Ranic 33-6776 Sapric: I.as t6an 339. i i(a ) ' ».M TDTRL PRGE.13 ~r. 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MI OMG ~I4c ptl'~~ 5am atl C7a" inw,pi PI 0wns, rn wmooYe '4' @n. Q1 Fai ekr/~ UuWO Mpl W w ~Imw PI 0100 nMOm, 'A' Ime MM wanvoc y((«' mgwe liouw bm-ownmiea~Q~ OX Omwcasy~• Lwm I~n - ea ~m ~ pKU.xo N'YfM a9anra nvb PryTyyl' pommi; mmc aipi a t9~Ot. YIO u'pane ovivit PT Pam 'BU.amwnummaimm~Vra.~M.wORSr+. 10.? b~sbqieo.+wtieNaa~amdc.0.+L °aeaomye~.emwoa~waawaam ~°~Oem+. 2+ ~e mrAr. '+wu~mWYS~YYYpisO{~'"Cy~~M~. ' p S 90YaNaNOKm]Y4WNG9J.iY6 ~3~Jti~'~TSmRfYd~OI~WI1WllOtl[ FOZ~mm~s~W`aeLL~avrO~sd'mpmo a1dIVm~ ~ lOaftOA~ QM~1M ~if16~0 1~~ ]N ypy, Itl II/ .Wcjl1M pVl DS'dV. 014mINW W YnY. GWGG-.4nownr 9pmIn Nv01W1 ~11MmW'OR~LWaMMOQC(i1L> imSY~01~90ymvm, 6PGM p~ yap po~.q~lY YaL ~~m~Y.~~ PR Yo A0, uwo~~MM GP'GC CSNI'Ramms 7eNew -Pme ^Ifieana4s.iE~ Oqveii'9ypp 4~m~q»)-Oi~e~~• 2gnYJn Va 3 b 1204ls u0~ aW 9°~ CCR 'PIV. W ObV a P ia~ 1 Iv~. swsw.~qs.u++o.ww[ fiWmimer~5r*.~am~ m+++'epom ~arroaac.'~"Ma ~'~~9WmtlaM.mM rwa - tilPlermvauiw'A^fw~ So~ aeu1M ~C~C m~~ QY1 pp y~p Ya SPdC OeOiry TaOC SO ~ vu! vr.c w.~rns m~ev.a x a ree..ew ~..mmrs+ww ii I M ~ 1~ I u +e n ~ p ! I I - i r nre PI-0.T3(Ll-~ ~ ~i a a e_.~. I ~ I~w N-u•-,~ I I I ~ 11 I I 1 1 ' I I _ ~mzrl W IL-Km?IN ~ m s~ MH iOHf ,o ~ w~ ~e,. ..oW r MLiOL I I ;~o~T~C.F 51L{ Ix rlyy1filE'rEws a ' ~o w Km 31 .o ao eo o m ~ao ~~o LIpUtO LIYfT1LlJ ~ Page 1 of 1 , - Jenny Hildebrandt From: Jan Severson Sent: Wednesday, February 15, 2006 3:14 PM To: Jenny Hildebrandt Subject: 4261 S Robert Tr The heating contractor is Action Heating, Spring Lake Park. 02/15/2006 City of Eagn Pat Geagan April 25, 2006 MAYOR Dave Schafer Peggy Cadson $chafer Brothers Construction 9470 Abigail Court , Cyndee Fields Inver Grove Heights Mike Maguire Meg Tilley Re: 4261 South Roberts Trail COUNCII MEMBERS Dear Dave: Thomas Hedges presently, you are in the process of constructing a building at the above referenced CfTV ADMINISTRATOR address within the City of Eagan under a building permit issued by the Ciry. Your construction activities have also included grading and/or disturbance of the site. An inspection of your site was conducted by Ciry staff on April 25, 2006. At that time the following items wera found to be out of compliance with City Code and/or the Nationa] Pollution Discharge Elimination System (NPDES) pertnit governing your site: MUNICIPAL CEHTEP 3830 Pilot Knob Road 1. Install and/or maintain silt fence Eagan, MN 55122-1810 2. Instal] and/or maintain temporary cover on all exposed soils 651 675.5000 phone j. Provide proper stock pile protection 651.675.5012 fax The above items must be addressed within 48 hours of receipt of this notice in order to 651.454.e535 TDD bring your site into compliance. City staff will conduct a follow-up inspection at the end of the 48 hour grace period. If the si[e is found to be out of compliance at that time, the City reserves the right to withhold future building inspections and may issue a Stop Work MPINTENANCE FApLRV Order for the entire project. 3501 Coachman Point If you have any questions, please feel free to contact the Engineering Division at 651- Eagan, MN 55122 675-5646. Your anticipated cooperation is areatly appreciated by City staff as well as the 651.675.5300 phone residents of Eagan. 651.675.5360 fax 651.454.8535 TDD incerely, www.ciryofeagan.com eon Weiland Construction Inspector c. Russ Matthys, Ciry Engineer Dale Schoeppner, Chief Building Official TME LONE OAK THEE _ The symbol of strength and growth in our community. 200R 03/22 15:17 FA% 8905889 INSTANT TESTING/ALLIED ~001 • ~ - I T INSTANT TESTING COMP,A.NY 35th , _ ~ cst 2 t rte 8Fl••-S'.iv3gc-MN•55398 ~CC PHONb. 952-890 7366 - FAX: 952-890-5g83 ANNIVERSARY 2003 March 22, 2006 Schaffet BrotheYS Construction 9470 Abigail Court Phone: 651-450-0497 Znver Gtove Heights, Minnesota 55077 Fax: 952-895-1656 RE: ;4-z15 =-Rnbert Trail south- - Eagan, DakoCa_Countiy,_ Minnesota~ As Yequested, a site visit was conducted on March 21, 2006 at 2:12 F.M. to evaluate subgrade soils uithin a building pad excavation for a construction of a single family residence. At the time of the inspection, the pad was fully excavated to remove vegetation, topsoil and dark slopewash materials averaging 5 1/2 feet in front (east) and 3 feet at the rear (west). Soils at the base of the excavation consisted of a silty loam uith a thin zone of dark slopewash soils remaining on the south 1/4 of the excavation. 5urface soil moisture waa above optimum over a large percentage of the exravation, with isolated areas of satur.ated soils and standing vater_ To evaluate the relative strength of the soils, a 5/8 inch diameter smooth probe uas used to penetrate soils at tandom along the assumed perimeter footing lines and across the base o£ the exCavation. Wi.th full 6ody weight applied, the probes indicated penetration averaging 12 to 15 inches with a rapid recovery in strength at depth. To assess the subgrade soils, two 1 3/4" fluted handauger probes were put doctn at the north and south side of the excavation. The probe conducted at the souCh footing line indicated 6" of a s17.ghtly o[gaAic slopewash underlain by a silt loam. The slopewash soils Were only slightly organic and contained no vegetation. The probe conducted near the northwest corner indicated a silt loam, gradually increasing to soa.ls of increased gzanular at depth. To assess the relative loadbearing capacity of the subgrade soils, three dynamic cone penetrometer tests were conducted at the base of the excavation. The dpnamic cone penetrometer (DCP), uses a eight kilogram (17.6 pound) hammer to drive a 20 mil]imeter diameter conieal point itxto the soi1, with the penetration recorded in millimeters per blow. From the DCP readinqs, a pez blow, penetration average was recorded and a N-value derived. This N-vaJ.ue, is aa empirical relationship we have established to equate the dynamic cone , data to the more Eamiliar blows per foot (BPF) standard penetration soil boring test. . 2008.03/22 15:18 FA% 8905889 INSTANT TESTING/ALLIED ~002 . ~ Test $1 - East Section of South Pad Line DCP Denth Per Blow Av . N-Va1ue Estimated Load 708 MM (24.9") 44.2 MM / N-7 2500 PSF Test #2 - Mid-point Rear Pad Line DCP Depth Per Blow Bvq_ I N-Value Estzmated Load 925 MM (33.5") 44.1 MM / N-7 2500 PSE Test #3 - Northeast Pad Corner DCP Decth Per 61ow Ava. l N-Value £stimated Load 874 MM (31.5") 36.1 MM / N-8•1 3025 PSF The DCP tests indicated relatively soft surface soils srithin the uppec 17 inches, with the composite average of the Soils penetrated exceeding a target bearing capacity of 2000 PSF_ It is our understanding that the house pad was excavated to approximate walkout footing elevation, with the placement of granular fill proposed to upper level footing grade. It is recommended that the soft saturated soils along the Walkout footing line be removed to a depth of 18" and backfilled to the existing W/o grade with the same granular fill, to provide a dry stable base for footing construction_ Our observations and subsequent soil evaluation on this date are limited to the depth of the footing excavation and depths achieved by shallov probes and dynamic eone peneirometer tests. We therefore, are unable to assess soil conditions at depths whieh may be encountered by soil borings conduoted as part of a standard subsurface geotechnical investigation. Sineerelp, tant Testing Company Gar n ish Senio Engineering Snsnector #701 - 1 / #605 1 3/4 / #306 - DCP (3) / #612 - 29 SCHAF£R1.DOC . , INSTANT TESTING COMPANY I T~ 7125 West 126`h Street Suite 500 Savage, MN 55378 •(952) 890-7366• Fax: (952) 890-5883 =C0 DYNAMIG CONE PENE7ROMETER TEST REPORT Schafrer Brotbers Construction 9470 Abigail Court Inver Grove Heights, MN 55077 Prolect: 4216 RobeR Trall SoutA. Eaaan Date Tested: March 29, 2006 @ 1:07 pm Reported: March 30, 2006 Ordered By: Customer Field Technician: Gary Standish, ITCO Dynamic Cone Peneirometer Test Test Number: 1 2 3 LocaHon: Northfoo5ngifne Eastfootingiine Walkoutsouthwest comer Oe th Bebw Grade: Footin elevation Soil Classification: Grenular fifl Nstural soils SP sil loom DCP Depth Millfinetersllnches: 901 mm/20 7" 456 mm/15" 882 mm/322' Per Blow Avera e/Millimeters: 37.6 mm 26.3 mm 41.8 mm N-Value: N-8 N-11.9 N-7.3 Estimated Load pounds Per S uare Foot: 3,000 PSF 3,975 PSF 2,600 PSF S ec Re Wred: 2,000 PSF Remarks: The dynamic cone penetrometer (DCP), uses a eight ki(ogram (17.8 paund) hammer to drive a 20 millimeter diame[er conlcal point Into the soil, with penetration IECOrded in millimeters per blow. Fram the DCP readings, per 61ow, penetration average was recordad and a N-value derived. This N-value, is an empirical relatlonship we have established to equate the dynamic cone date to the more familiar blows per foot (BPF) standard penetration soll baring test Recommended minimum footing design should be 22" 6y 8". Charge Codes: OCP Tests 4-6 #i601 1 ChargePerTest #306 3 Mileage Ji612 29 P- Signed Gardon J. Kopecek. Profassional Engineer • Ragistretion No. 7264 TOO[n Q3I'i'IV/90,LS3S ,LNd,LSNI C885088 %tl3 CVOT OC/CO 900Z 06/18/2006 22:28 6514638410 TERRY PAGE 02 RH ^ht,INtCX;hii 'ik':!1 JNY 6H6 IiU, bU3 4N6 lt,44 y, ut 05~1«;~ypr 2~:1: 6514536418 Te'ARY . 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I ~ ~has~J KFr.4~ I i u.ai.Lftm a"1A4M~w~rnHih vM: ~.are A 1m ' a'~~nrweeKUwOr~d.rY~:u`rr~.~~ : ~e.r.wJadMl ~1wd ~ • ; ^ ~ ~ • Address: 4261 South Robert Trail Permit:72295 Zip: 55123 Lot: 1 Block: 1 Subdivision: Murphy Larsen Estate THE FOLLOWING ITEMS WERE/WERE NOT COMPLETE AT AINAL [NSPECTION OV Yes No Comments Final ade - 6" from siding Permanent ste s - arage Permanent ste s- main entry Permanent driveway ~ Permanent gas ~P Retaining Wall or 3:1 Max Slo e Sod/Seeded lawn Trail/curb dama e Porch 2p I,ower level finish Deck Fire lace ~ • • Vedfy with your builder that roof test caps from the plumbing system have been removed. • Tum off water supply to the outside lawn faucets before freeze potenrial exists. • Call the City's Engineenng Department at 651-675-5646 prior to working in right-of-way or installing imgation system y BUILDIM1G INSPECTOR: ~l " PERMIT City of Eagan Permit Type:Building Permit Number:EA162280 Date Issued:07/07/2020 Permit Category:ePermit Site Address: 4261 South Robert Tr Lot:1 Block: 1 Addition: Murphy Larsen Estate PID:10-49550-01-010 Use: Description: Sub Type:Reroof Work Type:Replace Description:Does not include skylight(s) Census Code:434 - Residential Additions, Alterations Zoning: Square Feet:0 Occupancy: Construction Type: Comments:Please print pictures of ice and water protection and leave on site. Carbon monoxide detectors are required within 10 feet of all sleeping room openings in residential homes (Minnesota State Building Code). Valuation: 5,000.00 Fee Summary:BL - Base Fee $5K $118.00 0801.4085 Surcharge - Based on Valuation $5K $2.50 9001.2195 $120.50 Total: I hereby acknowledge that I have read this application and state that the information is correct and agree to comply with all applicable State of Minnesota Statutes and City of Eagan Ordinances. Contractor:Owner:- Applicant - Thomas O Murphy 4261 South Robert Tr Eagan MN 55122 Precision Exteriors Restoration Llc 6900 Cedar Ave S Richfield MN 55423 (952) 261-9042 Applicant/Permitee: Signature Issued By: Signature PERMIT City of Eagan Permit Type:Building Permit Number:EA165949 Date Issued:12/02/2020 Permit Category:ePermit Site Address: 4261 South Robert Tr Lot:1 Block: 1 Addition: Murphy Larsen Estate PID:10-49550-01-010 Use: Description: Sub Type:Siding Work Type:Replace Description: Census Code:434 - Residential Additions, Alterations 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. When a weather barrier is installed or Valuation: 5,000.00 Fee Summary:BL - Base Fee $5K $118.00 0801.4085 Surcharge - Based on Valuation $5K $2.50 9001.2195 $120.50 Total: I hereby acknowledge that I have read this application and state that the information is correct and agree to comply with all applicable State of Minnesota Statutes and City of Eagan Ordinances. Contractor:Owner:- Applicant - Thomas O Murphy 4261 Robert Trail S Eagan MN 55122 (651) 470-3110 Precision Exteriors Restoration Llc 6900 Cedar Ave S Richfield MN 55423 (952) 261-9042 Applicant/Permitee: Signature Issued By: Signature