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3880 Westbury Lane I CITY OF EAGAN srim SERVICE PERMR 3830 Pilot Knob Road „ P. 0. Box 21199 PERMIT NO.: Eagan, MN 55 1 ? 1 4ATE: Zonir+D: Na of Units: ' Owrwr: ^ iL yT~-' ='_.s. 11:CL._ Address: Slt@ Addross: _3880 esthur'st T,a-ae Ll~l rl ;:e¢tt>u--, T'T - plumbK; '.`5~ r _ rsL•'~ ia~.' •"-,~.^1 ~ "~i f ,.^~,~3 20 (r.Q' Jwl ` t pr.e f..n.wlp wuh er. Qly .f g.~.w Co?.n.ction Charo.: 47 5.00 ;x' ; o.+*..no... AccoLint aposit: is, oopc! ~ Parrnit Far. lr~ , ~ tlpr' Sundwrgo: . 5O"'~ ~ Br Miu. Chorges: ~ Date of Insp.: Totol: ~ I?sp.: Dote Pbid: - _ - - - . . ~ ~ CITY OF EAGAN WATER SERVICE PERMR i 3R;i~~ Knob Road ~ P. 0. Box 21199 PERMIT NO.: ` Espn, MN SSF~1 DATE: p No. of Units: ! ioninp: o ege t onst , ~ wrnr. Y ~ ~ llddrou: i ' i 5he Add~, est urg ne , es ury III i plurnb.r. _ rr urn ng- I Meftr No.: 74 193 Dem ! ~iteod.r No.: D~! ~1789f . ~ ~ , • p ~ I •,o..... d. c~ ~f~llRD°~''Y~-rss~-~~*- : T~l; . _p me er BY Dato Paid: Date of Irup.: Imp,; + , . . ' . . _ +b ~r. • ~'.J CITY OF EAGAN A 17464 ~ 3830 Pilot Knob Road, P.O. Box 21-199, Eagan, MN 55121 , PHONE: 454-8100 ` ' . .j+'' BUILDIN~j PERMIT Receipt # To be,used for DASENM Est. Value ~ 11SU0 Date .TAN 26 , 1990_ Site Address 3880 WZSTBl1RY LN Lot 10 Block 1 Sec/Sub. WEsTBUSY )itD OFFICE USE ONLY Parcel No. occuaency - FEEs Zoning - W Name B~tAD1.~Y & BLIZADETH S!lITH (Actual) Cqnst _ Bldg. Permit 3s•~ o Address -3884 ii85TElJ1tY I.l1 (Allowable) - Surcnarge 1•~ City EA~1~ Phone 4~"'~~ * of Stones ~ Length _ Plan Review t~ Name MtCHAttL _ t'IIRTICK CA ST u[`TION Depth - SAC. Ciry OU~ Address 448 BiRYKElt AVB S.F. Total _ Cjty Y 8? PAUL PhOrle 552-0501 S.F. footprints _ SAC, MCWCC On Site Sewage _ Water Conn yVj W Name on ste wen - - water w+e?er t:= Address Mwcc system City Phone Ciry water _ Acct. Oeposit PRV Required - S/W Permit I hereby acknowlege that I have read this application and state that the Booster Pump - gryy Surcharge information is correct and agr to compty with,all applicable State of Minnesota Statutes and City o ,yEagan O?dina?rCes. Treatment PI SignBture of Permitee APPROVALS Road Unit A euilding Permit is issued to: ' NICHAEL ~CURYICE CONS? Pla^"ef - Park Ded. on the express condition that all work shall be done in accordance with all Council applicable State of Minnesota Statutes and City of Eagan Ordmances. gidy_ pry. _ Copies Building OffiCial Variance - TOTAL 36.00 , Permk No. Permit Holder Qata Telephone # WATER ~ SEVYER PLUMBING H.V.A.C. ELECTRIC Inspection Dste Insp. Comments Footirgs I FoundaGon Framu,y f' Roofing Rough PIb9. llc~ Rargh Ht9. Isul. Fueplace Final HIg. Fnal Plbg. Cansi. Meter P1bg. InSpedor - NoUly Plumber Enqr.rPlan B Q / Bldg. Final ~ .S 20 d/Z. ` ,t/*-s Deck Fig. - Deck Final wen Pr. Disp. PLUMBING PERMIT For Offtce U CITY OF EAGAN pERMIT# ~ CONTRACT 31330 pILOT KNOB ROAD, EAGAN, MN 55122 RECEIPT # ~ PRICE ' NONE 4 481G0 DATE: Sv Site Add es v~ BLDG. TYP~ WORK DESCRIPTION Lot ~ Blodc 4 SeGSub ~s. New Mult. Add-0n Name Comm. Repair ~ O&W ~ Address c City Phone RES. PLBG. ONLY - COMPLETE THE FOLLOWING: NO, FIXTURES TOTAL WaOer Closet -;3.00 $ 3 - Name Bath Tubs - =3.00 2 Address La++atorY - $3.00 ~ ~ City Phone -T Sh°wer - $3.00 Kitchen Sink - $3.00 UrinaUBidet - $3.00 FEES Laundry Tray - $3.00 COMM./IND. FEE -1% OF CONTRACT FEE Floor Drains - $1.50 . APT. BLOGS. - COMM. RATE APPLIES Water Heater - $1.50 TOWNHOUSE 3 CONDO - RES. RATE APLLIES Whirlpool -$3.00 MINIMUM - RESIDENTIAL FEE $12.00 Gas Piping Outlets -$1.50 MINIMUM - COMM.IND./FEE $20.00 (IIIINIMUM -1 PER PERMIn STATE SURCHARGE PER PERMIT .50 Softener -$5.00 (ADD $.50 PEFi S1 OF PERMIT FEE) Well - s10.00 Private Disp. - $10.00 Rough openings - $1.50 ~ /PC U. G. Sprinkler System - $12.00 SIGNATURE OF RM PERIWT FEE: i STATES SIC: - j ~ rR-" CI EAGAN GRANQ TOTAL: 0 RtACTsMM FM DM-,' 5/2 I /87 HA1+1 WMIIb ~EM. '5L'=1 454-W90 (11) 454-8440 (w) cmr oF E?GAN _ ~ i S 5 9 3830 Pilot Knob Road, P.O. Box 21-199, Eagan, MN 55121 PHONE:454-810Q ~ . ~ BUILDING PERMIT Receipt # Tobeusedfor SF t7Wi.:/GAR EstValue $74,OOU Date +4pRiL 30 ,19 _86 ~ Slte Address 3680 WESTBURY LN Erect 19 Occupancy R3 Lot 10 elock 1 Sec/Sub. WESTBURY 3RD Remodel O zoning Rl Parcel No. Repair ? Type ot Const ~ AddHion ? No. Stories a Name COLLEGE CITY CONSTRUCTION Move ? ~ength ~ W BOX 309r H+~1 Y 3 SO Lemolisn O Depth 4.4 o Address Int Impr. ? Sq. Ft ciN NORTHFIAbQ 507/645-6648 ~nsull p o Name SA!•iF. ApP?ovab Fees ~ a Address Assessment Permit $ .i 5 S. 00 ~ City Phone Water & Sew. Surcharge 37, 00 ~ Police Plan Review 177.50 ~ W Name _Fire SAC 575.00 Address Eng. Water Conn. 500 . 00 g W City Phone Planner Water Meter 63.50 Council Road Unit 290. 00 I hereby acknowledge that I have read this application and state that the Bldg. Off. 4/30/86 Tr. PI. 156,00 information is correct and agree to comply with all applicable State of Minnesota Statutes and Ciry ot Eagan Ordinances. APC Parks Var. Date Copies SignatureofPermittee - Total $2.154.00 A euilding Permit is issued to: COLLEGS C I TY CaNSTR(fCTIOAJ an the express candition that all work shall be done in accordance with alf applicable Stat 'oi Minnesota Statutes and City ot Eagan Ordinances. Building Officlal ~ ` • Pump No. PNml1 Moidw OMw TMopAon» N Pa,man9 H.v.n.c. ~ lEhekk sanan. hypecq- DiM Imp. ComnwMs Fmww 1 Footlnp. n Foundatlon FrMninp o ~ I poon" I Rcuo Pbo• II ' Rowugoh "ig• 7 / nnsul. Fkoplmw FNuI Nlq. li Final Pbs. I Bldo. FYW CwA. Oaa WCk FIY• .27 L'. /Y • Deck Fmq. i/. 9~ I~• MhN Pr. DNp. ~ +PERMIT # 0 CITY OF EAGAN FEE MECHANICAL PERMIT ~ ~ RECEIPT # C 454-8100 S/C U~ ~ MINIMUM RESIDENTIAL FEE - S70.00 + t.50 TOTAL DATE MINIMUM COMMERCIAL FEE - =20.00 + =.SO 1. Bldg. Type: Res ~Comm Inst 2. New ~ Add Alter Repair 3. Total Bid Price 4. Job Address i Lot ~ Block ~ Sec ' S. Owner ~ ~ ~ ? ~ ~ ~~?]C~ s. contraccor V~_11 c~y 4 1 re .I u c_ j] 1 1 I l,, ~ 1~ ln~-h S-~ c5U.)c*,1z (Name) cscreeq (ciy) - (ZmP) 7. Contractor Phone M g~ U- r-4 3o? " RESIDENTIAL HEATING - 01 -100,000 BTU's -$24.00. Each additional 50,000 8TU's or fraction - $6.00 RESIDENTIAL COOIING - 01-24,000 BTU's - a12•00. Each additional 6,000 BTU's or fraction - a6.00 MOOIFICATIONS/ALTERATIONS 410.00 minimum fee HEATING VENTILATING HOT WATER STEAM ' AIR COND. eIR PIPING PROCESSED PIPING - AIR HAND. EOUIP. REFAIG. _1- RES. GAS PIPINCi OUTLETS -$1.50 TANKS: LP. UNDERGROUND OTHER COMM./IND. RATE - t% OF TOTAL~BID PRICE PLUS =.50 STATE SURCHARGE FOR EACH $1,000 OF FEE. Signed:,~.Z Y or _1...v~~ for V`k ! ~ c: ~1 ~4 1 - - LJuC Approved Inspectlons: Date Rough Insp. Date Final Insp. -.-~r-.~a,.;- . PERMIT li • • • . . PLUMBING PERMIT RECEIPT # G GTY OF EAGAN 3830 PILOT KNOB ROAD, EA(iAN. MN 55721 DATE: CANTRACT PRICE PHONE 454-8100 Site Add~ess A N t gLpC. TMpE WORK DESCRIPTION Lot ~ 0 Block Sec/$ub WfS 7h k"~ Res. New ? Name Mult Add-on m Addr 0't7o S T If/ Comm. Repair c Ciry~~ ~~z Phone y/ 73/S pmer ? ~ t , , G N . FIXTURES TOT/?~L Name Water Closet - $3.00 $ ' v c Addr~,ss ` Y Beth Tubs - $3.00 „ - 7- 0 ~ Cit~/y~ Phond/_ lavatory - $3.00 ~Shower - $3.00 Kitchen Sink - $3.00 FEES Urinal/Bidet - $3.00 COMM/IND FEE - 196 OF CONTRACT FEE __r-~undry Tray -$3.00 JMINIMJM - RESIDENTIAL FEE - $10•~ Floor Drains - $1.50 MINIMUM - COMM/IND FEE - 20•00 Water Heater -$1.50 STATE SURCHARGE PER PERMIT - •50 Whirlpool -$3.00 (ADD $.50 S/C IF PERMIT PRICE GOES Gas Piping Outlets - $1.50 BEYOND ~1,000.00) Softener - $5.00 Well - $10.00 Private Disp. - $10.00 - ~Rough Openings - $1.50 7 3 SIGNATURE OF PERMITTEE pEE; STATE S/C! • S ~ GRAND TOTAL: ~ ~ ~ J FOR GTY OF EAGAN , CITY OF EAGAN N0- 1186 9 j 3830 Pilot Knob Road, P.O. Boz 21-199, Eagan, MN 55121 PHONE: 454-8100 Cj ~ 33 BUILDING PERMIT ReceiptA 7obeuaedior SF DWG/GAR Est.value $74,000 Date APRIL 30 1986 SiteAddress 3880 WESTBURY LN Erect :t Occupancy R3 Lot 10 elock 1 Sec/Su6. WESTBURY 3RD Remodel ? Zonin9 R1 Parcel No. Repair ? Type oi Consl ~T- Adtlition ? No. Stories ~ Name COLLEGE CITY CONSTRUCTION Move O Length 4A ~ BOX 309 ~ HWY 3 SO Demolish ? Oepth44 3 Atldress Inl Impc ? Sq. FI ° NORTHFIE7~n 507/645-6648 Ciry rnUme Install ? a Sj{jujE Approvals Fees i o Name ~Q Address Assessment Permit $ 355.00 ~ City Phone WaterBSew. Surcharge 37.00 Police PlanReview 177.50 Fw Name Fire SAC 575.00 Z Address 500.00 ~ u Eng. Water Conn. a W Ciry Phone Planner Water Meter 63 . 50 Council RoadUnit 290.00 Iherebyacknowledgethatlhavereadthisapplicationandstatethatthe eidg.on.4/30/86 Tr.PI. 156.00 information is correct and agree comply~~~yyy it applicable State oi Minnesota Statutes and City o agan Or (r~nc . APC Parks Signature of Permitt ~ Var. Date Copies 7otal 52.154.00 C LEGE CITY CONSTRU ON A Building Permit is issued to: on the express condition that all work shall be done in accordance with all applicable Stat f Minnesota tatu and~iry of Eagan Ortlinances. `r Building Oflicial A ~jn~ K CITY OF EAGAN N2 17464 3830 Pilot Knob Road, P.O. Box 21-199, Eagan, MN 55121 I a~' PHONE: 454-8100 ~ ~1I BUILDIN n G PERMIT Rece~pt p L~~ ~ 7o br used for BASEMENT Est. Value $1,500 Date JAN 26 ,1990 Sile Address 3880 WESTBURY LN WESTBURY 3RD OFFICE USE ONLY Lot 10 Block 1 Sec/Sub. Parcel No. occopancy - Fe2s Zonmg _ w Name RRADi.RY & FiT7AR TH M H (ACwapConsi - Bldg Permrc 35.00 o AddresS 3RR0 WF.STSIIRY i.N (Allowahle) - Surcharge 1.00 City Fpl:aN Phone 454-8440 aoistaries - Length _ Plan Remew o Name MI.Ck{AEL CURTICE CONSTBUrTTnH Deplh _ SA4 Ciiy 0, ¢ AddfBSS Q4R STRYKFR AVF S.F.TOIaI _ F SAC,MCWCC City W c'r nnllT Phone 559-0507 SP.Fwtpnnis - On Site Sewage _ Water IN Conn Name On Sile well Watet Meter Addre55 MWCCSysiem Ciry Phone cirywaier _ Accc Oeposil PRV Pequired _ S/W Permit I hereby acknowlege that I have read ihis apphcatron and state that ihe eoosier Pump - SMl Su¢harqe information is correct and agree ro comply,with,ali apphcable State of Mmnesota StaWles and City of'Eagan OrdinanCeS Trealmenl PI SignaWre ol POrmite ~ 4~~'7 - •-l APPROVALS Road Umi ~ A euilding Permit is issued to: MICHAEL CURTICE CONST Planner - park Dea. on the express contlition that all work shall be done m accordance wnh all Councd apphcable State of Minnesota~ Slpalu~tesand Cyyn~y oJl Eagan Ordinances. gld9 pff. _ Capies Bmlding Official ~~ldl_L1,YMd,._I i I I.L) Variance - Tp7Al 36.00 r ~ CITY OF EAGAN Remarks Addition WESTBURY THIRD ADDN. Lo, 10 sik 1 Parcel 10 $3652 100 Ol i Owner SVeet 3880 '.ae:stbury Lane $Ldte Eagan, MN 55123 Improvement Date Amount Annual Years Payment Receipt Date STREET $URF. STREET RESTOR. GRADING SANSEWTRUNK -311 5 255.00 17.00 15 SEWER LATERAL watermain 19 4 49.90 3.33 15 WATERMAIN qAv $~-,K 19 33.86 2.2 15 WATER LATERAL WATER AREA 19 4 134.2L .95 1 water area 1986 6.$ .6 1 STORM SEW TRK S 198 368.2E 73.66 STORM SEW LAT 1986 491 • O 98.20 5 CURB & GUTTER SIDEWALK STREET LIGHT WATER CONN. BUILDING PER. SAC PARK RESIDENTIAL q ~ BUILDING PERMIT APPLICATION CITY OF EAGAN 3830 PILOT KNOB RD, EAGAN MN 55122 657-681-4675 New Constructbn Beauhememe RemodeNieoair Reaulrementa • 3 repistered stte surveys showing sq. N. of bt, sq. N. ol house; and go roofed areas • 2 mpies of plan (20%mazimumbtcoveragealbwed) • lsetolEnergyCalcuLationslorheatedaddRbns • 2 wples ot plan showing beam 8 window sizes; poured found tlesign, elc.) • t sAe survey tor exAerior add'Aions 8 decks • 1 set ol Energy Cekulations • InUicate d home served by septk system for add'Aions • 3 copies of Tree Preservation PWn E bt platted atler 7/1193 • RIm,blstDetailOptlonsselecibnsheet(DbgswiN3orle55unAS) 6DATE 1 `Y'-6 ~ VALUATION t Z/~•~ SITEQ DRE(~S, JSSO WESTAu~Y Ll~x-iC MULTI-FAMILY BLDG _ Y tTI NPE OF ~OR& ~Zt - 1Z0o C- FIREPLACE(S) _ 0_ 1_ 2 APPLICANT AtMef%Car\ Co,''`y~:-'C~'cl'C ~ ~ZnL STREETADDRESS 1124-7 Ntco11e'I' 1F1~ ~ CIN &LQrJS STATEWti?JZIPSS337 TELEPHONE # 7`5a-2G7-69Sc/ CELL PHONE # ` FAX # 55a -80'0-We'f!o PROPERNOWNER I"l&21L SY-DOU TELEPHONEqdS1"~'iY'l" (I F 7S COMPLETE THIS SECTION FOR ••NEW• RESIDENTIAL BUILDINGS ONLY Energy Code Category _ MINNESOTA RULES 7670 CATEGORY I MINNESOTA RULES 7672 (4 submission type) • Residenhal Ventilation Category 1 Worksheet Submitted • New Energy Code Worksheet Submitted • Energy Envelope Calculations Submitted Piumbing Conhactor. Phone # Plumbing system includes: _ Water Softener _ Lawn Sprinkler Fee: $90.00 _ Water Heater _ No. of R.I. Baths _ No. of Baths MechaMcal Confractor: ro n e #Mechanical system includes: Air Conditioning $7000 Heat Recovery System UG 1 5 ?Qpp Sewer/Wafer ContraCtor. ByPhone N i -I I hereby acknowledge ThaT I have read this application, sTate ihat ihe information is correct, and agree to compiy with all appllcable State of MinnesoTa Statutes and CiTy of Eagan rdinances.(~ SignatureotAppticant OFFICE USE ONLY Certificates of Survey Received _ Tree Preservation Plan Received _ Not Required _ Updated 4/02 OFFICE USE ONLY ? Ot Foundalion 0 07 OSplex ? 13 16-plex ? 20 Pool ? 30 Accessory Bldg ? 02 SF Dwelling O OB 06plex ? 16 Fireplace ? 21 Porch (3-sea.) ? 31 Ext. Alt - Multi ? 03 01 of _ plex ? 09 07-plex ? 17 Garege O 22 Porch/Addn. (4sea.) ? 33 Ext. Alt - SF ? 04 02-plex ? 10 08-plex ? 18 Deck ? 23 Porch (screened) ? 36 Multi ? OS 03-plex ? 11 10.plex ? 19 Lower Level ? 24 Storm Damage ? 06 04-plex ? 12 12-plex Plbg_Yor_N ? 25 Miscellaneous ? 31 New ? 35 Int Improvement O 38 Demolish (Interior) ? 44 Siding ? 32 Addition ? 36 Move Bldg. ? 42 Demolish (Foundation) ? 45 Fire Repair ? 33 Alteration ? 37 Demolish (Bldg)' ? 43 Reroof ? 46 Windows/Doors ? 34 Replacement 'Demolitlon (Entire Bldg only) - Give PCA handout to applicant Valuation Occupancy MC/ES System Census Code Zoning Ciry Water SAC Units Stories Booster Pump Nbr. of Units Sq. Ft. PRV Nbr. of Bldgs Length Fire Sprinklered Type of Const Width REQUIRED INSPECTIONS _ Footings (ncw bldg) _ FinaVC.O. _ Footings (dcck) _ FinaUNo C.O. _ Footings (addition) _ Plumbing Founda[ion HVAC Drain Tile Other Roof _ Icc & Water _ Final _ Pool _ Ftgs _ AidGas Tests _ Final _ Framing _ Siding Stucco Stonc _ Fircplace _ R.I. _ Air Test _ Final _ Windows (new/replacement) _ Insulation _ Retaining Wall Approved By , Building Inspector Base Fee Surcharge Plan Review MC/ES SAC City SAC Water Supply & Storage S&W Permit & Surcharge Treatment Plant Plumbing Permit Mechanical Permit License Search Copies Other Total s RESIDENTIAL a I S a~ , BUtLD1NG PERMiT APPLICATION S L.J.. S LI ~ CITY OF EAGAN ~ 3830 PILOT KNOB RD, EAGAN MN 55122 651-681-4675 New Conatructlon Heaulrements RemotleNieoeh Heuulrementa . 3 registered sAe surveys showing sq. It. of lot, sq. tt. of house; and AII rooted areas • 2 coples oi plan (20%maximumbtcoveragealbwed) • 15etolEnergyCakul3tbnstorheatetladdBbns . 2 copies of plan showing beam b window s¢es; poured found Oesign, etc.) • 1 site survey for ezlerior addttrons & decks . lsetotEnergyCakulal'rons • IndkateAhomeservedDyseptbsystemfora0d'Abns • 3 copies of Tree Preservatbn Plan d lot platted aNer 711l93 . Rim Joist Detail Options selection sheet (bl0gs wtth 3 or less units) VALUATION DATE O- SITE ADDRESS 3286 l.viz-STI.'~ul'2-Y LAY-Ae MULTI-FAMILY BLDG _Y N TYPE OF WORK SID tY-~6" 1?-EV LIq-CC Y'v1 l: rJT FIREPLACE(S) _ 0_ 1_ 2 APPUCANT America~ &%Icl104 ~hL- STREETADDRESS 1aoL`-t-7 I`11cLlle Ave So CITY S`,A2nls STATEMAZIPSS337 TELEPHONE#'T5R -767 -(~497' CELLPHONE# FAX#S2 'ffof "FON (o PROPERTY OWNER MftK S K0O G- TELEPHONE #62"2J7 4 PS- ° ° COMPLETE THIS SECTION fOR -NEW- RESIDENTIAL BUILDINGS ONLY Energy Code Category _ MINNESOTA RULES 7670 CATEGORY I MINNESOTA RULES 9672 (J submission type) • Residential Ventilation Category 1 Worksheet Submitted • New Energy Code Worksheet Submitted • Energy Envelope Calculations Submitted Plumbing Contractor: Phone # Plumbing system includes: _ Water Softener _ Lawn Sprinkler Fee: $90.00 _ Water Heater No. of R.I. Baths _ No. of Baths D=, ~n n17 ~ r LI Mechanical Conhactor: Phonef A Uf, Mechanical system includes: _ Air Conditioning LI Fee: $70:00 _ Heat Recovery System By = _ - ' Sewer/Wafer Conhactor. Phone N I hereby acknowledge that I have read this application, state that the information is correct, and agree to comply with all applicable State of Minnesota Statutes and City of Eagan Ordinances. Signafure of Applicant FA""" b~' ~Ml' AX 1 OFFICE USE ONLY Certificates of Survey Received _ Tree Preservation Plan Received _ Not Required _ Updated 4102 OFFICE USE ONLY 1~ ? 01 Foundation ? 07 OSplex ? 13 16-plex ? 20 Pool ? 30 Accessory Bldg ? 02 SF Dwelling ? 08 06plex ? 16 Fireplace ? 21 Porch (3-sea.) ? 31 Ext. Alt - Multi ? 03 01 of _ plex ? 09 07-plex ? 17 Garage ? 22 PorcNAddn. (4sea.) ? 33 Ext. Alt - SF ? 04 02-plex ? 10 08-plex ? 18 Deck ? 23 Porch (screened) ? 36 Multi ? 05 03plex ? 11 10-plex ? 19 Lower Level ? 24 Storm Damage ? 06 04-piex ? 12 12-plex Plbg_Yor_N ? 25 Misceilaneous ? 31 New ? 35 Int Improvement O 38 Demolish (Interior) ? 44 Siding ? 32 Addition ? 36 Move Bldg. ? 42 Demolish (Foundation) ? 45 Fire Repair ? 33 Alteration ? 37 Demolish (Bldg)' ? 43 Reroof ? 46 Windows/Doors ? 34 Replacement 'Demolidon (EMire Bldg only) - Give PCA handout to applicaM Valuation Occupancy MC/ES System Census Code Zoning City Water SAC Units Stories Booster Pump Nbr. of Units Sq. Ft. PRV Nbr. of Bldgs Length Fire Sprinklered Type af Const Width REQUIRED INSPECTIONS _ Footings (new bldg) _ FinaUC.O. _ Footings (dcck) _ FinaVNo C.O. _ Footings (addition) _ Plumbing Founda[ion HVAC Drain Tile Other Roof _ Ice & Warer _ Final _ Pool _ Ftgs _ AidGas Tests _ Final _ Framing _ Siding Smcw Stone _ Fireplace _ R.I. _ Air Test _ Final _ Windows (new/replacement) _ Insula[ion _ Retaining Wall Approved By , Builtling Inspector - Base Fee ' Surcharge Plan Review MC/ES SAC City SAC W ater Supply & Storage S&W Permit 8 Surcharge Treatment Plant Plumbing Permit Mechanical Permit License Search Capies Other Total RESIDENTIAL , • BUILDING PERMIT APPLICATION CITY OF EAGAN O O v 3830 PILOT KNOB RD - 55'122 -l 651-681-4675 YV`-A..BA9~-~~ NewCOnstruction Reauirements RemodeVReuair Reouirements . 3 registe2d sRe surveys showing sq, ft. of lot, sq. R of house; aiM all roofed areas Q 2 copies of plan (20%mazimum lotwverage attowed) 1 set of Energy Calculations for healed additions • 2 copies o( plan showiig 6eam & window sizes; poured kund design, etc.) 40 1 site survey for e#erior additions 8 decks . 1 set of Energy Calalations -+Indicate if home served by septic system for addifions • 3 copies of Tree Preservation Plan if lot platled afler 711/93 . Rim Joist Delail Options selection sheet (Wdgs with 3 or less uniCs) DATE ?r/o?/o?ao VALUATION ghro0 JOB SITE ADDRESS 3S S 0 W&STQt.VLy L*A?E IF MULTI-FAMILY BUILDING, HOW MANY UNITS? PROPERTYOWNER rnpXk S4006; yf E1-/Z44497'H G4Py,*YHz"1-SICaa"6-+ TYPE OF WORK -DEGK FIREPLACE(S) _ 0X1_ 2 APPLICANT 1y94yQ.' SkoaG+ c OwwEx.~ PHONE# bri ' 99Y'loS7s ADDRESS 3?qa L?CSTgfA~Y G*W8 ZIPCODE SS1,023 PAGER #i~Il -4D9-0700 C, ONE #~y FAX # NE1V RESIDENTIAL BUILDING ONLY - FILL OUT COMPLETELY Energy Code Category _ MINNESOTA RULES 7670 CATEGORY 1 (check one) - Residential Ventilation Category 1 Worksheet Submitted - Energy Envelope Calculations Submitted _ MINNESQTA RULES 7672 - New Energy Code Worksheet Submitted Plumbing Contractor: Phone Plumbing System Includes: Water Soficner I.awn Sprinkler ree: $90.00 Water Heater No. of R.I. Baths No. of I3aths Mechanical Contractor. Phone # Mechanical System Includcs: Air Conditioning Pec: $70.00 Heat Recovcry Systein Sewer/Water Contractor: Phone # All above information must be submitted prior to processing of application. MAY 0 2 2002 I hereby acknowledge that I have read this application, state that the information is co t, and agree to co y with all applicable State of Minnesota Statutes and City of Eagan Ordinances. SignatureotApplicant Certificates of Survey Received _ Tree Preservation Plan Received _ Not Required _ Updated 2002 OFFICE USE ONLY ? 01 Foundation ? 07 05-plex ? 13 16-plex ? 20 Pool ? 30 Accessory Bldg • ? 02 SF Dwelling ? OS 06-plex ? 16 Fireplace ? 21 Porch (3-sea.) ? 31 Ext. Alt - Multi ? 03 01 of _ plex ? 09 07-plex ? 17 Garage ? 22 Porch/Addn. (4-sea.) ? 33 Eut. Alt - SF ? 04 02-plex ? 10 OS-plex _7)K, 18 Deck ? 23 Porch (screened) ? 36 Multi ? 05 03-plex ? 11 10-plex ? 19 Lower Level ? 24 Storm Damage ? 06 04-plex ? 12 12-plex Pibg_Y or _ N ? 25 Miscellaneous ? 31 New ? 35 Int Improvement O 38 . Demolish (Interior) ? 44 Siding i , 32 Addition ~ 36 Move 81dg. ? 42 Demolish (Foundation) ? 45 Fire Repair +O + 33 Alteration 37 Demolish (Bldg)' ? 43 Reroof ? 46 WindowslDoors ? 34 Replacement 'Demolition (Entire Bldg only) - Give PCA handout to applicant Valuation 03_[9'0 Occupancy MC/ES System Census Code Zoning City Water SAC Units Stories Booster Pump - Nbr, of Units Sq. Ft. PRV Nbr. of Bldgs ! Length Fire Sprinklered Type of Const W idth , REQUIRED INSPECTIONS Footings(new bldg) FinaVC.O. _X Footings (deck) Y FinaUNo C.O. _ Footings (addition) 7a Plumbing Foundation HVAC Drain Tile Other Roof _ Ice & Water _ Final _ Pool Ftgs _ Air/Gas Tests _ Final _ Framing _ Siding Stucco Stone _ Fireplace _ R.I. _ Air Test _ Final _ Windows (new/replacement) _ Insula[ion _ Retaining Wall i Approved By ~ 2- , Building Inspector 8ase Fee Surcharge ~ ~ 2,^0v Y6 '7 ~-1 Plan Review ~r MC/ES SAC City SAC Water Supply & Storage S8W Permit & Surcharge Treatment Plant Plumbing Permit Mechanical Permit License Search Copies Other Total 3 8~ o w~T~u ~y c~ . SY'LE INGTON AVE~OE ' e ,5 O' ' 3` E Q3~U o4w"m N . rY Sx ~ v ~ ~.[M~wrw ~ I I I LOT ~ SCALE:I"=30' ~.r:: s ~ I 10 ~ LnT ;I 30- No; N0 •1 r I N ' ~~p ' I N HovsE. N OiV N m Up ~ a 3ar+. (n w ~ I ' 2,, , 5. , ~ o ( M p0..VEW~`Y o -~y 81 ~ ;DR,AI 60 90 0'i ~ s O° I'Tr 33"E it - WESTBURY LANE - - PROPERTY DESCRIPTION Mq,~K Sko=0,i? LOT.LQ, WE$,TBUBLOCKRY 3RD ADDN 3650 WES n xeordind to tho recorded plat tMroof DA KOTA cawty, Minnssota LEGEND o DENOTES IRON MONUMENT PROPOSED GARAGE FLOOR ELEVATION a pENOTES WOOD FNB SET PROPOSED FIRST FLOOR ELEVATION = DENOTES EXI5TIN0 SPOT PROPOSED BASEMEMT FLOOR Rz, o ELEVATION ELE VATI ON DENOTES PROPOS D SPOT ELEVI(~ION NOTE. VERIFY ALL FLOOR HEIGHTS WITH f DENOTES DRAINAGE DIRECTION FINAL HOUSE PLANS 1 MrNry eeAify flwt thlt survey,plan or roport nas propar~d yy nm or under my ~~5 ie•• - direet supervisim anA fhat 1 am a duly Bradley Monson, Mn. Rey. No. 1823b _ R.eld.rwA Lend Surverer undM tM . SCREENS 26,29&30 REFaL ESTRTE INQUIRY - NRME/RDDRESS/LEGRL XINGN003 PARCEL ID: 10 83652 100 01 PLAT NRME: WESTbURY 3RD RDDITION LEGRL: 10 1 HOMESTEAD CARD ENTERED: 02 21 1989 FIRST DIVISION: 016069 09 05 1985 LqST DIVISION: FEE CURRENT OWNER: BRADLEY ft E R SMITH 3880 WE5TPLIRY LN ERGRN MN 55122 TRRNSFER TD SCREEN NUMBER: PF8-5CROLL FORWARD . Pq: esmNT J ..~zreel 9 on 1~1~~ 9D . . _ ' f•.'.'=:.. , - ' 1986 BDILDING PERIlIT APPLIC9ITON - CITY OF EAGAN ~ POTE: ALL CONTRACTORS MOS? HE LICENSED iiITH THE CITY OF EAG9N SI6GLE F6FIILY DiiELLINGS INCLUDE 2 SETS OF PLANS, 3 CERTIFICATES OF SURVEY, 7 SET OF ENERGY CALCULATIONS MOLTIPLE DWELLINGS - RESIDENTYAL RENTAL TJNITS FOR SALE ONITS INCLUDE 2 SETS OF PLANS, CERTIFICATE OF SQRV6Y - CHECB iiITH BLDG. DEPT., 1 SET OF BNERGY CALCULATIONS C0MAfERCIAL INCLUDE 2 SETS OF ARCHITECTURAL & STRUCTURAL PLANS, 1 SET OF SPECIFICATIONS AND 1 SET OF ENERGY CALCULATIONS, $2,000 LANDSCAPE BOND To Be Used For: ~A{y~ IL-~c Valuation: ~ Date: 4-a3 ~ 0~ Site Address ~ E~~~/Cii Qllp`7 l.Rns = OFFICE USE ONLY Lot /0 Block ~ Erect ~ Occupancy ~ Remodel Zoning ~ Parcel/Sub ApaJ Repair ~ Type of Const-71Z'~ r ~p Addition ik of Stories Owner 'try Move _ Length ~ Demolish Depth 5/~f Address Asox 3 Q9 ~ 1•1w~! 3 SO~IJ Int.Impr. _ Sq Ft Install City/Zip Code Phone 9PPROVALS FEES Contractor ~ S&~i L }3g 4L?NC.Ci Assessments Permit Water/Sewer Surcharge ~ Address Police Plan Review 177.SCJ Fire SAC City/Zip Code Engr Water Conn Planner Water Meter Phone Council Road Unit ~ ~!J Bldg Off , Treatment P1 7 Arch./Engr. &3=L AR ownlr„i APC Parks Variance Copies Address TOTAL A I City/Zip Code Phone # HOTE: ADDRESSES FOR CORNER LOTS - CONTRACTOR/HOMEOWNEH lIOST DESIGNATH NHZCH ADDRESS IS DESIRED. NO CHANGES IiILL BE AGLOAED ONCE HDILDING PERMIT IS ISSIIED. Z/ox28 x ZA , ' TRI-LAND CO. SITE PLAN FOR: SURVEYING SERVICES COLLEGE GtTY 4655 NICOLS ROAD EAGAN, MINNESOTA 55122 1r;+ LE INGTON AVENUE-- ~ S O°133"E . 60.90 ~0yri oa' OR~iNNGf r oti~ny - ~ ~ o ~C~SEMfM' ? . sl - - - - - ~f 1 ~d0tiL BLRM - I SCALE:I"=30' ;..r: ; I LO T LO-r 21 10 I j f 3 ~I `I 3 NO ; ~ 4a . I` 7do ' I I ON 01 I rA Nousc ~ I ON pqt 0& fn -OD GARIUK „ I (n ey'o - s3o~.e I " pNvEMM! , - .o tM 100s n'or. f 60.~ o j°*o S O° 17' 33"E 0 p M ~WESTBURY LANE ; -AGAN - - VtEV1EWED PROPERTY DESCRIPTION LOTJ-Q, BLOCKJ~, BY WESTBURY 3RD ADDN oecordinq to ihe recorded plat thereoi DA K9TA Camty, Minnesota LEGENO o DENOTES IRON MONUMENT PROPOSED GARAGE FLOOR ELEVATION= /Oy.oa ~ DENOTES WOOD HUB SET PROPOSED FIRST FLOOR ELEVATION = 1ay--ro DENOTES EXISTING SPOT PROPOSEDBASEMENT FLOOR = IOD~Tn ELEVATION ELEVATION DENOTES PROPOSED SPOT ELEVATION DENOTES DRAINAGE DIRECTION NOTE' VERIFY ALL FLOOR HEIGHTS WITH ~ FINAL HOUSE PLANS I hereby certify thcf ihis survey,plan or rsport was prepared by me or under my direct supervision and fhat I am a duly Bradley enson, Mn. Req. No. 18235 ~ Repistered Land Survtyor under the , . Laws of tha State of Minnesoto. Date • Y2s'~86 ~ 1 f 'TRI-LAND C0. SITE PLAN FOR: SURVEYING SERVICES COLLEGE C4TY 4655 NICOLS ROAD EAGAN, MINNESOTA 55122 Sr14 LE INGTON AVENU~ 0 S 06° I0.9 7' 33° E ~ . 0 ~0yrj oa` OR.'NALL1~tiutY. ` , O ~CIS(M(yI ~ ~ s~ - • - - - - - ~s 100•7- 6CRM _ _ IDi4~~ - - - - I SCALE~I°=30' , r.. ; I LOT = I 10 I , ~ j~ Y c 1~ k I ~ 037I NO ~ I vo' i ~ aq~ _ _ ~ oN d1~ lI ~ House „ I ON O~ ~ ~ (A ( 0 4. ~ -OD ~ - ~ - ~ -s3 0 s~ Rc+r I'Wi '60. 0 ~sw s 00 i r 3a"E 0 ~ . ~ WESTBURY LANE - - PROPERTY DESCRIPTION LOTiQ, BLOCKI , WESTBURY 3RD ADDN occordinq to the recorded plat ihereof DA KOTA cwndy, Minneswo LEGEND \ o DENOTES IRON MONUMENT PROPOSED GARAGE FLOOR ELEVATION -Lay.ee~ * DENOTES WOOD HUB SET PROPOSED FIRST FLOOR ELEVATION`= JBS(-r•6 DENOTES EXISTING SPOT PROPOSEDBASEMENT FLOOR =lop-~n ELE VAT I ON E LE VAT I ON DENOTES PROPOSED SPOT ELEVATION DENOTES DRAINAGE DIRECTION NOTE~ VERIFY ALL FLOOR HEIGHTS WITH ~ FINAL HOUSE PLANS I hereby eertify ihaf this survey,plan or report was prepored by me or under my direct superviaion and fhat I am a duly Bradley J enson, Mn. Req. No. I5235 ^ Repistered Land Surveror under the , . Laws ot the Stote of Minnesoto. Date. 2rl86 F Bb- 0z TRI-LAND C0. SITE PLAN FOR: SURVEYING SERVICES COLLEGE C1TY 4655 NICOLS ROAD EAGAN, MINNESOTA 55122 LE NGTON AVENUE- ° S 0°17'33"E , 60.90 ~^y=f 1o O /EA S[M(M - - - - I I I SCQ~'~n=.~0' I , r., LOT , z I 10 I ~ 3 ; ,oJ., I 3 NO vo . f~ ~o~' _ ION 4111~ ~ I f+ NousE o ON " I Od' a (A ° w~ CD ,I p (~R114C „ I ~ I " L_- s - 4A . T ` n,-,~, f 60» 0 S O° 17' 3 3"E 0 O M M WESTBURY LANE - - PROPERTY DESCRIPTION LOTJ-Q, BLOCKI., WESTBURY 3RD ADDN aceordinq to ihe recorded plat tAsreot DL! KOTA County, Minnesota LEGEND o DENOTES IRON MONUMENT PROPOSED GARAGE FLOOR ELEVATION= /O~/~Gb o DENOTES WOOD HUB SET PROPOSED FIRST FLOOR ELEVATION = ho'1--ro DENOTES EXISTING SPOT PROPOSED BASEMENT FLOOR =/oo.tto_ ELE VATION ELE VATI ON DENOTES PROPOSED SPOT ELEVATION NOTE ' VERIFY ALL FLOOR HEIGHTS WITH DENOTES DRAINAGE DIRECTION FINAL HOUSE PLANS I hereby certify tAat this survey,pian or raport was prepared by me or under my direct aupervision and that I am a duly Bradley x enson, Mn. Req. No. I5236 ; Repisfered Land Survtyor undsr fhe , . Laws oi the State of Minnesota. Date 2y~86 . . . I. . i ' . • EXTERIUR ENVELOPE AVERAGE "U" C01IPUTAI,JN 04lNER Bradley Z Elizabeth Sruth $ITE ADQRESS Westbury 3rd Add. L. 10 B 1 Fagan, L1n. • CONTRACTOR College City Construction DATE PHONE Determine working square footage of each. - i 1. Total exposed wall area z1 9)6 ~ sq. ft: x-jt i2~1,n•7' 2. Total roof/ceiling area 121_ sq. ft. x_.62C Total exposed wall area ahove floor = 218 B, . a. Total wall window area I 48 T b. Total door area . q~• ~ 3 ~S n a r t. Total sllding glass door area d. Total fireplace wall area • e. Total Wall framing area (avera9e10%).............. f. 7ota1 net wall area above floor 1587 0 g. Tatdl rim joi5t area Total ekposed foundation area = IOk . h. Total foundation window area i. 7oa1 net foundation area abeve 9rade Io4-n'- ` Determine "U" value of each wall segment. ~ . • x"U° b Xfoull • I2g = y, R~ . p~ C. ~X uun ~ ' d. n X lou„_~_ ~ e. 2 I 8 R X"U" 9 Z 4& a~ . f. I587 x Nu" 9. 157 13 x„UN n o x Mup i. 104-° g Nu" .072= 9•2-2 3 . ...................................Total ° L7 2~ If item d3 is the same as, or less than item #1, you have met the intent of SBC 6006(c)2. . , , . Total..exposed roof/ceiling area = IZI 4 J. Total skylight area............. . , ~ . k. Total roof/ceiling framing area (average 10%)... 1. Total net insulated roof/ceiling area..:,....... I o q 3 Qetermine "U" value for each roof/ceiling segment. . ~ _ X Wu„ k• lZi p x uull • 17 1. 109 X uu u Z O 4 ...........................Totat lf total of d4 is the same as, or less than ;2, you have met the intent of , SBC 6006(c)1, Alternate Building Envelope Design To utilize the tatal envelope system method, the values established by the ' sum of ltems #3 and #4 shal,l not be greaker than the sum of items pl and #2. 1. + 2. ~ 3. + 4. _ ~ - ' 11 R// • y i1?ID „U,, VA! E ANAI-'Y515 Of DQQR AND . AZ Q AR&AS INlNDoW fIREA : TYF'JE pF WlNVOW; -(HE ~ViNC~O~a! yurTS /./qVC B[f'~J Tiartp Fo¢ "lQ-VAJ-Ki, "rHtY AKC Aa Lit190 ABoJC qyo 1414y O[ n.ssiyyEa A Ocs/4N fs.stl Vw...i.tc. oF lIJC~ND~Nri aJR fILMS, ~oo7n4L "4-FoeTqq• FOLf NDAT I ON W1 N Ao W A REA : Ty pg oF THE vvjNOOw U+/irs /49ilfE. 64E+? TESTGD FoR 'R= V^"Ar-,TH4Y A4l AS obTLO ALova AetG maY er assi-~NCU A DLSIt~iJC~~GL~ YA41[ oc z•~39 ~uc.-uoldcr A14 FI~MS , Uy1- 1/,s u ~ ~/_L:_9._~=r~~ Faor.~q[+ FooTnc~C + 3~ s~ cJL1p1WC'y ~jLA55 DoOR A2frp: ']-YPL a? D002: 5J-$o,ucr fj11159 4p0olis Nnvc aLR,/ TtacTca F~R"R=Y.t"KAEy TN[YA.&L v1-+a*aa' Aaovt qtio mqy ba ns414NF-D n L?fisAc,NGs.Pq yA~KC o#L•R,^. 7.R9 ~.,Q,w /}iO ii&MS yy~ • v'h~ s 1!~- ~r:~t- = 4no DOC.~K ~R~ A: TYPG oF Doort : pooq UNITS HAYGQ/ 6tfN TLar[D ArJD Fou.iD 'i'o NAV; AN 'F;4-VALL4A Of 7. 771 fMGa,."GlNd; AlN FII,.Mi, 4j, : I/Ra, _ I/F Foor&Q c2;, : SPEC,ALs : rYp F. FaRM_C_I IDll3f16f{Z D4CE' Sx~ N E° V N • R AND U VAL' L AN.4Lys1:~ oF)A/,A~~-~ RIM JC> rsT ~rzC.n : V~L uE ---I nltE/tloK ,,IP- f!L M - ~00 _(._IUSULr,T)oN CR-19) 2SLSNcATC1L1,T-+ZiTE. . - , ~ I'h-" SoFrwoop i~ _,FXTFi210R Allt Fll-Ml { TaTA ?A(-U-G 3 - ~p 7'OTAI.P-fyO ri,c,t FOUnI D AT IoN WALL. AREN CABovc CqRAOf-D „f2•, vAL u.E. ~ • lA1TEK1012, AlbZ ht-r1 r ~y~ ~ ~ S CoNCa!' r-ac L1~-oGK. ~III~ 1I, a'~ 2_l1 G-92-/a OL Lti+-~u.Nf~; 14 R• ' ~Z_EXTE.R,10~,'A!2 FILM -L?=-!03 TOTAL ,q,,,q VALLLIt- "wi • ~/~L • ' I.ya~~--+ TOTAI Fr1MTqC~f, ~ l/ q IdAM i•I 10//7f~{.(t . DAtt : 9iGui0 _ . rF?YAND"U~ VA' '.1E. ANALySrS OF SEG7r/OhJS S1-uD ~ FKAM IN4 ARrL~i ..R.,. V^L ue 1 ~ -_~`~TaTeKioR Alrt Fi~r'1 ~ '12 GVv.sr1M wA~~aoneo / . Sorrrvomo I'T Z.0(o ~3 SHgAINlNG .f • ------~~Z ~~S~niuCi y~„ F i' VAROe 6ARRiLR- •17 E~reRIoR, nig. r,L- M o. S orAL ' R..,; /aL wIL , I /JL$~ TorAL rmrAGC ZI~_ ~NSU.t.ATE-o AREA BrTWeeN STL+DS "R"- VAL4,(„ ,-IUTdQl04 ^iR psLM i~ ~i~_ 2 C,~ypsu.m h/qLt..6oNeD I 41 5 U. LAT 10 N (R,/9 ) Z.O(a 2.~2 SNl.& 7NiH48 u) LT 12ITG ,6 LoiNq L l1P VAPOR. P.}Aw-R-iCdt„ . 17 6,~rsrc.~eqX Airi M9LM ~OT AL Ww.L VALyi- ~1b~4~+~. r-~ TOTAL rOOfAGP. -1Li iWallf.Rr ' lJAY(: 51GuLO_. •R!A,ND Vu• ?A' IE AklALY5IS OF TH[ f'' /C II.I~JG SfiGT10NS ~?FE JOiST/ FRAMi ?o ci fIRE^ •F~'- YA Lt1 E - ~SQ(_1NTERiOR aIR FIIM / y ~-1.37.5 3 SopTwoop S " /W' GtYPSU.M WALC,dOARO vtiVaR Dae~rc~, I N7j5R iOR. AIR flIOM ,j!~.j~ TO T A L" Rw, VALLL! L.4.~ ToTAL FcocrA4g INSULA7&n AREA S[rWc[,j THE T0l5yS OR- _ ~AL.u.e • ~l 1ZUTERiOR A+R RILM I NSLtLAT1oN CR•W ~ , S$ CqYPS u M WALL OoA(i0 VAPaR BARQILe_ •.17 INTEKIOR AIR fItM 1 ~ yS.3~ToTAL YALLLE. : ?rK-z ~ ,i41 1~. 3 -ror~L fooran.. 09 3 ~~trt r ti lo/nht. ~ pATrf siy,vtn -T- LE NGTON AVE-AD~ ' e,5 0• r 3• E~ . sxo ~ ~ I I ~ SCALE:I"=30' ~..~J t ~OT i' L-nT 39 ao Fo ON • , N NUVSE_ N ON ~h , to co 22~ 0 p0.wEWPY f 4 -~F 81x ;K;" 60 90 0y~ S O° I'Tr33"E WESTBURY LANE - - PROPERTY DESCRIPTION LOTJ_Q, BLOCK ' WESTBURY 3R0 ADDN xeordin+p to the ncorded plat tMnof DA KOTA caury, Minee.ma LEGEND o pENOTES IRON MONUMENT PROPOSED GARAGE FLOOR ELEVATION= 86-5 e DENOTES WOOD HUB SET PFtOPOSED FIRST FLOOR ELEVATION = 87. U DENOTES EXISTINO SPOT PROPOSEUBASEMENT FLOOR B3~cQ._ ELEVATION ELEVATION DENOTES PROPO D SPOT ELEVJ~ION NOTE ' VERIFY ALL FLOOR HEIGHTS WITH ~ DENOTES DRAINPiGE DIRECTION FINAL HOUSE PLANS 1 AKeblr certlfy tAat thls survey,plan or repat was Orspand br mm o? under my ^Q~ ,I ~~A"e'•~''~~~ diroef supervislon anA fhot 1 am a duly BroAleivenson, Mn. Req. No. 15235 . R•el•ter•d Land Survotlor undN fM SUBTERRANEAN ENGINEERIIVG CORP. .;••c., 8875 Highway No. 65 N.E. P.O. Box 32371 DATE MINNEAPOLIS, MINNESOTA Phone 574-1242 EARTHWORK OBSERVA710N REPORT OBSERVED JoD Nams ~kI" Job No.EXCAVATION- I~ Job toestlon ~UP$CC~f ~ - ~ ~ Earthwork Bloek / Co tractor ~it~.}2 .K Cllent pla; ~C~~ Ar~ Job qr ege Totel ILL pLACEME ~ ~j Z: Charpseble + ~ Q Deoart Jo • ravel Tlme Ha~~~ Lot Lab. Tim• Block Totel Houn ~ I Eny'r ) N. Plat ::Ev On Job Z Z i2Y. Rsport Tlms Revlew Tims Summary o( Tochnlcel and /or Enqlnaerlnq Servlcas per}ormed Includlna Flald Test Dota, Locetlons, Elevatlons, snd Dspths are estlmatad. THE LIMITATIOH OF LIABILI7Y STATEdi@NTS ON THE REYERSE SIDE OF THE COMPACTION OUALITY CONTHOL TEST REPORT CONSTITUTE AN INTEORAL PART HEREOF. r }esl daep Isst dsep 1. E=cava lon I~ EleveUon at end . pradl g to El~v~tlon at •nd At2. Sld• Slopss sra epproa.: v*rt. Dg 1/2 horl:.: 1vert. ? 1 horl:.: 1 vort. ? 2 horiz: 7 vsrt. ? flatter lhen 2:1 ? othsr E 3. Construotloe Staking le: adsquate M, not available O Incomplet• ? X 4. Excavatlon b ovsnlzsd i3 feet oubide ot building linss. c S. Eacevatlon Is: dry Z wet ? A 5a. Waler Is essping from v Sb. Dapth of weter In exeavatlon aDProx. A 5c. Dawatsring le neceesary ? not requlrad ? T 8. Exeavetlon Is wlth : dra9line ? backhos 14 •craDSr ? doaer El 1 7, A!1 unsultable solkls~ have besn excavatsd. YES ~ NO El o 78. Poot of -jel(_2~t~i~ l~ toll nmalns to be romoved. N S. Soll st •:eavatlon base 1s: Sllty Clay D Sandy Clay p Clayey Sllt ~ Sllty, Sand EZ C!ayey Se^d 0 C!aan 3ent! O 064sr 9. ~ fsst ol flll reQUlred to reach deslgn subqreds. 10. Excaretlon Is: ApDrovad EN Not Approved ? for 1111 plecement. 11. FIII Is ` (tyP ot aoll) 11a. Imporlsd p On-sIts borrow ~ ~r 7 tb. Compactlon 1s with ahespsfoot rollsr t4 manual tampor El vlbrslory g f Q smooth drum rollsr ? •alf-Dropmllod g non-vlbratory ? 1 12. Per}ormed Lflsld dsnslty tssts. See Compaetlon Ouelity Control L Lpfj' g g,/O ~ Toot Heport No. ~ L 13. Ji 15, }ast ol 1111 remalns to be plaesd. 14. Dsnslty tests mset cojnPectlon speclfleetlons. YES ~-7 NO ia' 2. 14e. Tsst No'e. / _5- dld not mset compactlon speelflcatlons. 15.Addltlonal obtsrvatlona nd/ t ts ar r• uly d YES NO FROST ADJACENT WEATNER CONDITIONB: ~ DEWATERIN . PROTECTION: STRUCTURES: S N wall poin p straw blanks ? Hot ? Dry ~ A~~/~ ~ ~ _dee wslls? loose aoll ? Warm ? Raln 0 P,/Y/• ~ ~ ope dltch p Irost. ri Ina witi40 o teet,. Caol; ~ Snow O ~ N~u p Pump ?'toin heet O40 1ast ? > 34'F ? g n@r ? ot sr ? or mo ro feet ? Sub-heezing ? RECOMMENDATIONS/SU MARY/WORK PROORES i . ~P L S ' O YC/ l : ys , • • Q<P~G4 e ? <tt~ _1yl~_ o DISJRcIBUTI~~~ ~ oo: fi ~<<~.---- IL cc: by _ ce: Subterranean Engineering Corp. - ee: - • • THESE LIMITATION OF LIABILITY STATEMENTS SHOULD BE CONSIDERED TO BE AN INTEGRAL PART OF THIS REPORT: 1. In performing our profe:sionel zervices with regard +o earfhwork inspecfion and quaG4y control, our findings will be obteined and our recommenda#ions mede, in accordance wi}h generelly eccepfed engineering principles and practices. We will observe, moni4or end fesf fhis work, and may advise or make recommendations, but we ere not guererrton. This warranty is in lieu of ell o#her werranties either expressed or implied. 2. $ubferreneen Engineering Inc. does nof pree+ice in fhe field of lend surveying, end is nof responsible for tha eccuracy of grade stakes and/or building locetion sfakx a4 fhis jobsi+e. There mus+ be adeque+e cons4ruction stekes, cleerly marked, to eneble our wil inspector to properly essess the excevetion. We will nof be responsible for eny harm- ful eonsequences resuAing from improper or incorreci construction s+aking. 3. The field denzity test dafe presenfed with this report represenh the velues et per- fieler localized poinfs wifhin the eerthwork. Alhough fhis is believed 4o be feirly repre. senfefive of the condition of the fill placed and compacfed on this dete, condifions e} o}her.locafions and elevations in the fill mey vary, and we do not warcent or gueren4ee unifom+ fill densities. 4. We unnot ceriify, eiffier e:preuly or by impliee+ion, the queli#y of eny work on fliit projecF which we did nof heve the opporfuni+y to observe af firsf hand. InspecFian of ihis earthwork projec# e1 irregular intervals does no+ permit the inspecfor to eueu the full scope of fhe controctor's acfivifies. 5. If the t+rucfure is redesigned in size and shepe, or if it is otherwise movad subsequant fo our inspection, we should be no4ified so thet we wn assea if addifional inspeetian work is required, or suggest wund engineering elternafives. We ere nof responsible for eny soil-foundefion sys4em where the struciure has been reloceted wi4h respeci to exwretion end fill eree, subsequent to our insperFion. SUBTERRANEANI EtV(aIfVEERING CORP. 6875 Highway No. 65 N.E. P.O. Box 32371 ss. MINNEAPOLIS. MINNESOTA 55432 574-1242 COMPACTION pUALITY CONTROL TESTS ProjeCf Westbury 3rd Acldition Report N'o. 1 Wescott E2d. and Lexington, Eagan Job No. X-84010 Sand Cone Method ? Indicated Percent Compaction: ASTM Nuclear ~ Max. Modified Procfor Dry Density D-1557 Other ? Max. Standard Proclor Diry Density 0-698 ELE AND/OR UE'PTH BELOW Wel Oenslly Dry Density Mnximum Dote TB51 FOOIIn Of Tolal MOISTURE Labaalory % RECOMAIEND4TIONS REMARKS N0. Floor Grode Sam is CONTENT «orreeled Co Desi n Grade ~ e For Stone )~r D°0f11Y ^voclbn iFill Surloce lMludmq Sone) / o p a t , iune 14 1 867 134.3 11.3 120.5 136.0 89 Retest Does not 1985 I meet.specs. " Z 870 142.3 8.4 131.1 136.0 96 Meets specs " 3 866 135.8 10.2 123.2 136.0 91 " 4 867 135.6 11.3 121.8 136.0 90 Retestlof " N1. I " 5 866 113.3 14.7 98.6 118.5 83 Recompact, Does not RetestI mee " 6 866 . 121.5 11.6 108.7 118.5 92 ReEesF,of Meets specs 05. 7 865 132.2 13.6 116.3 118.5 98 I " " 8 867 131.7 13.5 . 116.0 118.5 98. " " 9 869 133.5 14.9 116.1 18.5 98 " NOTES: I.) ALL TESTS CORRECTED FOR STONE CONTENT, WNERE APPLICABLE. 2.) APPROXIMATE DENSITY TEST LOCATIONS ARE SHOWN BELOW. BCK / Lv s 7 7_- ~I ID k 8 Cof- ~ ~ #8 ~ ~ ~ V • v 11 SUBTERRANEAN ENGINEERINC CORP. 8875 Highway No. 85 N.E. P.O. Box 32371 DATE MINNEAPOLIS, MINNESOTA Phone 574-1242 EARTH WORK OBSERVATION REPORT / OBSERVED Job Nams Job No.!l~ ~~1~ %CAYATIOH~ Job toeatlon Lot Z Earthwork /tl/ 7~ Bloek Z Contractor,[q~i~~CLYf~• .Cllent (eeoC-~___ plat ~/BSf~ 3?O 9:~v 12;"5 3:ao Ar Iv ob Mllsage lo; -~/L~,G Tota( ~ ILL PLACEMEN Depart Job Travsl Tlms i~I~. ~h Houn ~/,f,~ [ Lsb. Time T Bloek _~~1~~~7 Z To On Job 4R~: Rsport Tims 3~4N?~ Rerisw Tlme Plat -+°sLlZFtd_~ J SummarY of Teehnicsl and /or Enylneerinp Servlese psrformed Includlna Flsld Teat Dale, Loeatlont, Elevatlons, and Deoths are estlmated. 7kE LIMITA770N OF LIABILITY STATEMENTS ON THE REVERSE 81DE OF THE COMPACTION OUALITY CONTROL TEST REPORT CONSTITUTE AN INTEORAL PART HEREOF. fest dssp /3 foot deep 1. Excavation I• st ~ and, yrading to at end $4^!L_ Elevatlon 1 _ Elevatlon 2. Slds Slaoss ars approx.: rert. R} 1/2 horiz,: lvsrt. El 1 horiz.: t vert. ? 2 Aorl:: 1 vsrt. D flettsr than 2:7 ? other E 3. Construetlon Staking la: adsquate ~ not avallaAle O Incomplst• ? x 4. Excavation b ovenlzed _10Teet outslda of bullding Ilnes• c S. Excavation Is: dry Ki wet ? A Sa. Watsr le ssePing }rom v 5b. DsDtb o} wetsr In exeaveUon approx. _ A 5c. Dswatering 1s: necsesary D not rsqulred ? T 8. Excavation Is with : drapllne ? backhos 91 scrsper ? doier ? 1 7. All unsultable Boils hava bsen a:cav ted. YES ~~L NO O 0 7a. isst o}~~. S[-/1__ soll rtmdne to bo nmaved. N B. Soll at •xcavatlon base Ir Silty Clay ? Sandy Clay ? Ciayey SGllt ? , 81ity Send ? r CleYey Sand O Clean Send ? p/ OtMr sSy~~~ S!~t - 9. ffg_ feet of flll requlred to reach dsslgn aubprade. 1 5,5 N4,55 169& t 10. Excavation Is: Approved 14 Not Approvsd ? for flll placamonl 11. FIII 1s t6.tJrt y~ S/ (type of $oll) ~ 11a. Imp / ~ ortsd ? On-Nte borrow I~ C~Q~f ~hC "~`~'f`~ '..sZh 11b. Compaetlon Is with shsspsfoot rollar ~ menual tamper ? vlbratory C? F •mooth drum roller ? sNT-proDolled IZ non-vlbratory ? 1 12. Performed 8 fisld density tssts. See Compacllon Ouallty Control ~ b~ /.o~s Test Report No. ~ L 13• (p~ feet ol fill rsmalns to be plaeed. 14. Denslty tasts mest colnpectlon spscificatlons. YES id NO ? 14s. TeH No's. tlid not moot eompactlon speclfleatlons. 1b.Addltlonal bservstlons nd/ required. YE8 NO • FROST ADJACENT WEATHER CONDITIONB: ~ DEWATERIN6/ PROTECTION: STRUCTURE • ~ N well polnt ? straw blan a? Ho! ? Ory ~Sl D-dss ell~ p loose s O Warm ? Raln O C~ ~ T ops ditch ? tro~t pping ? wlt n 20 test ? Cool ~ Snow ? ~ O• D Pump ? t• . hsat ? 20-40 Iast ? > 32'F ? S olMr ? othar ? 40 or mon teel ? 8ub-Mulnp? RECOMMENDATIONS/SUMMARY/WORK PROOR SS: ~n /1Jern,~ Fo <t:~p~ o -1/rese /cr,'~s TPS~ s~~e€f"~ DISTRIBUT N: ` _L ~ s cc: ,F '?La. ~ co: ~¢p~(t. ~If$,a?1L • dJPnlf bY ~ _cc; ? Subterranean Engineering Corp. _ ec: THESE LIMITATION OF LIABILITY STATEMENTS SHOULD BE CONSIDERED TO BE AN INTEGRAL PART OF THIS REPORT: 1. In performing our professionel services with reqard to earthwork inspection end qualify confrol, our findings will be obfained and our recommendations mede, in accordence wifh generelly accepfed engineering principles and practicez. We will obierve, monitor end +esi +his work, and may advise or make recommenda+ions, bu+ we are not guererrton. This warronty is in lieu of ell o+her werranties either expressed or implied. 2. $ubferranaen Engineering Ine. does nof practice in the field of land surveying, end is not responsible for the eccuracy of grade stakes and/or building locetion s4akes at this jobsife. There must be edequafe construction stekes, cleerly marked, fo enebla our soil inspecfor to properly euess +he exceveiion. We will not be responsible for eny herm- ful consequences resuhing from improper or incorreci wnstruction slaking. 3. The field density 4est deta presen+ed wi4h +his report represenis +he velues at per- ticler localized poinh wi+hin the aerthwork. Alhough fhis is believed to be feirly rapre- serrtativa of the condi+ion of the fill placed and compac+ed on fhis defe, condifions ef olher.locetions end elevetions in the fill mey vary, and we do not wercanf or guerentee unifortn fill dansities. - 4. We unnoi cerfify, eifher expressly or by implice#ion, #he quelity of erry work an fhis projech which we did not heve the opporfunity to observe a4 firsf hend. InspecFion of }his earihwork projecf et irregular iniervals does nof permit the inspec#or to euess the full scope of the contrecfor's ectivities. 5. If the sfrudure is redesigned in size and shepe, or if it is oiherwise movad subsequen4 #o aur inspection, we should be notified so thet we can aszess if eddifional inspecfion work is raquired. or suggest wund engineering alternetives. We are not responsibb for any soil-founde+ion sys4em where the structure has been relocafed with resped to exuvetion and fill eree, subsequent +o our inspection. . - S . - SUBTERRANEAN ENG6NEERlNG CORP. 6875 Highway No. 85 N.E. P.O. Box 32371 s•:,,:,,_ MINNEAPOLIS, MINNESOTA 55432 574-1242 COMPACTION QUALITY CONTROL TESTS ProjeCt Westburv 3rd Addition Reporf No. Z Westbury Dr. and Lexington, Eagan ,Job No. X-84010 Sand Cone Method ? Indicated Percent Compaction: ASTM Nucleor %6 Max. Modified Proctor Dry Density D-1557 Other ? , Max. Standord Proctor Dry Density D-698 ELE AND/OR 7H gELOW Wet DensN Foo~ln y Dry Densil Momimum DO18 Test pf 7otel MOISTURE Laborotory 'a RECOMAENDATIONS REMARKS N0. Floor Grada Sample CONTENT ( ~0're C10 p penut Oesi nGiade o Foi Ston 1 Y Y Compatfbn iFill urlaG• In[IudinqStone) /o pCl 'une 17 10 871 131.7 9:6 120. 133.3 90 Meets specs 1985 " 11 871 142.5 11.4 127.8 136.0 94 " " 12 873 140.7 11.3 126.3 136.0 93 " " 13 873 136.0 8.5 125.2 136.0 92 . " " 14 872 140.7 14.3 123.0 136..4 90 ^ " 15 87Q 136.4 10.2 123.8 136.0 91 16 375 134.4 12.1 11^.8 1.33.1 90 , " 17 875 135.4 7.6 125.8 136.Q 93 f, NOTES I.) ALL TESTS CORRECTED FOR STON CONTENT, WHERE APPLICABLE. 2.) APPROXIMATE DENSiTY TEST LO ATIONS ARE SHOWN BELOW. ~K lor I ~ ~ 0 • ~ ~ ~ s, Lar C z s #"~o io x 'B K. ~ar ~ ~ i v ~l6 !I SUBYERRANEAN ENGINEERING CORP. 8875 Highway No. 85 N.E. P.O. Box 32371 DATE MINNEAPOLIS, MINNESOTA Phone 574-1242 EARTH WORK OBSERVATION REPORT OBSERYED Job Nams B Job No.X ~fl~C~ XCAVATION: l~~G Job Loestlon A&$~Tbu~ -1) ~ LCi~LLot Earthwork Block 2- Co~~ elor ~ p~ .Cllent ~4'~4C~ 4 Pae ~ 3gcf! 6'O 2; Z5 f'~ cs b~ry Arrlr• Job Milsage Total ILL PLACEMEN DoDarl~bb~ 3~ Travel Tlme Ir' Charqeabls rr Lot Hours , Lsb. Time 4. Block Totel Houn Eng'r plat On Job v Zn~. paport Tims ~ fievlew Tims SummarY of Technlcal and /or Enylnesrlnp Servlcss per}ormed Includlno Flold Test Dsts, Locatlona, Elevatlonoi, end Dopths ars estlmatsd. THE LIMITATION OF LIABILITY STATEMENTS ON THE REVERSE SIDE OF THE COMPACTION OUALITY CONTROL TEST REPORT CONSTITUTE AN INTE(iRAL PART HENEOF. 1. Exearotlon Is feet dseP •t _eL_ ond . qredin9 to x foot daeP •t _W.i _end Eltvatlon 87~_ Elevatlon 2. Sid• Slooss era approx.: vert. ~ 1/2 horla.: lvsrt. ? 1 horiz.: 1 vert. U 2 horiz: 1 vsrt. }letler than 2:1 ? other E 3. Consiructlon Staking la: adsquate not sveilabte ? Incomplet• ? X 4. Excavstlon Is ovsnlzed 61AIfeot outNds of bullding lints. C S. Exearatlon Ia: dry 59 wet O A 5a. Weter Is sssping from v Sb. Dspth of water In exeevatlon eporox. A 5c. Dswatsrfng Is: necessary O not rsqulred ? T 8. Exceratlon Is wlth : drsplin• ? baekhoe 551 scraper ? dozer ? 1 7. All unsullabls solis have bssn *xee~v/a~ted. YES 9 NO ? 0 7a. fsot o}~2T~ •oll remdm to be nmovsd. N S. Soll et •xeavetlon bese Is: Sllty Clay ? Sandy Cley ~ Clayey Sllt ? Sllty Sand O Clsyey Sand ? Cleen Sand O Othar _ 9. 7 feet of flll rsquired to reach deslyn aubq?eds. 10. E:caratlon Is: Approvsd g Not ApDrovsd ? for flll placsment. 11. FIII Is DVAM . R . - (type of sOII) 11a. Imported ? On-slte borrow Iffi ~1E~ /c</~/ S2~W. 11b. Compactlon Is with shespsfoot rollar ;N manuel tamper ? vlbratory ;N F smooth drum roller ? •eIt-propeiled 59 non-vlDratory O 1 12. Porformed ~ fisid denslty tests. See Compactlon Quallty Control L I0/9JF'l1 / 41, t„filkZ Test RePOrt No. L ta• feet of TIII rsmalns to bs plaaed. ~ 14. Donslfy tests msst co~npactlon speclflcatlons. YES I& $ NO ig~ 14a. Tast No's. 2-1 dld not megt eompsotlon speclflestlons. 15.Addltlonal obsorvatlone nd/ t t r r uly d YES NO FROST ~ ADJACENT 5 ~ DEWATERING: PROTECTION: STRUCTURES:/ WEATHER CONDITIONS: N well polnts straw blank s U Hat ? Dry ? ~ 4-dsaP Ils ? looss so ? Worm ? RaIn ~ I T open eh ? }raat pinp ? wlihl 20 toot ? Cool 8now 0 L 0ou pump ? t• , hsat ? 0-40 1oot ? > 32'F ? S o Or ? other ? 40 or more feet ? Sub-freesiny ? RECOMMENDATIONS/SU~MARY/WORK PRO ES : e i~ i n. 0 Ageo- 2" IO : Z .1 ' m e /o fs a o s' e 02 Gm,fs - y lO f ! *sie . ? S % DISTRIBUTIQN:, ~ C al~QN S~ . ~ ec: ~11~r}_' _~urlo 1 . ! -,FAeA&k-.~~ ~ cc: bY IW94144~f cc;{~eiy~ Subterranean Engineering Corp. ! CC: THESE LIMITATION OF LIABILITY STATEMENTS SHOULD BE CONSIDERED TO BE AN INTEGRAL PART OF THIS REPORT: 1. In perForming our professionel services wi+h regard fo earihwork inspection and qualify* confrol, our findings will be obfeined and our recommendafions made, in accordance with generelly accepted engineering principles and practices. We will obsarve, monitor end test this work, end may advise or make recommendafions, bu4 we are not guarerrtorc. This warranfy is in lieu of ell ofher werrenties ei+her e:pressed or implied. 2. $ubterrenean Engineering Inc. does nof pracfice in the field of lend surveying, end is nof responsible for the eccuracy of grade stakes and/or building locafion siekas et this jobsiie. There musf be adeque+e consfruc#ion stekes, clearly marked, to enable our wil inspactor to properly ezsess the excavetion. We will not be responsible for eny herm- ful wnsequences resuking from improper or incorrecf consfrucfion s}eking. 3. The field densi4y fes+ deta presented wi+h ihis report represenh #he relues at per- ticler' locelized poinh within the earthwork. Alhough +his is believed +o be fairly repre- serrFetiva of the condifion of the fill pkced end compacted on this dete, conditions af otherloce4ions and eleve#ions in the fill mey vary, and we do not wanarr4 or guarantee uniform fill densities. _ 4. We cennoi cerfify, ei#her ezpressly or by implicetion, }he quelity of any work on ihis projecf which we did no4 heve the opporfuni4y to observe al first hend. InspecFion of 4his earlhwork project e4 irregular infervels does not permit the inspet+or to eueu the full scope of the confrac#or's edirities. 5. If the sfructure is redesigned in sixe and shepe, or if i4 is o+herwise movad subsequent fo our inspaction, we should be notified so fhat we wn asseu if additional inspeciion work is required, or suggesf sound engineering elternatives. We ere nof responsible for eny soil-foundefion system where the structure has been relocated wi4h respac4 }o e:cavefion and fill erea, subsequeni +o our inspedion. SUBTERitNiVEAN ENGINEERING CORP. 8876 Highway No. 85 N.E. P.O. Box 32371 MINNEAPOLIS, MINNESOTA 55432 574-1242 COMPACTION QUALITY CONTROL TESTS Project Westhiiry 3rd Addition Report No. 3 LYesthury nr. and Lexington, F.agan JOb N0. x-84030 Sand Cone Method Indicated Percent Compaction: ASTM Nuclear ~ 9% Max. Modified Proctor Dry Density D-1557 Other ? Max. Sfandard Proctor Ory Density 0-698 ELE AND/OR TH BELOW Wel Denslly Dry Densily MaRimum D018 TE51 FDOtin Of Tofol MOISTURE Labaolory % RECOMRENOATION$ REMARKS Floor Grade ( Conacled N0. Desi n Grode Sompls CONTENT prY pensitY Compottion ) Fill Surfote IncluOinqSlorW % For Slone pc} June 18 18 876 139.4 4.7 126.9 136.0 93 Meets specs 1985 " 19 873 136.6 11.9 122.1 136.0 90 " 20 873 138.6 11.0 124.9 136.0 92 " 21 878 123.4 9.2 112.9 133.3 85 Does not meet specs. ZZ 878 137.7 12.0 122,9 136.0 90 Meets specs 23 879 143.4 12.6 127.2 136.0 94 " 24 881 138.2 13.1 122.1. 136.6 90 25 881 141.6 10.5 128.0 136.0 94 ^ 26 879 143.6 10.8 129.5 136.0 95 " NO TES: I.) ALL TESTS CORRECTEO FOR STONE CONTENT, WHERE APPLICABLE. 2.) APPROXIMATE DENSITY TEST LOCATIONS ARE SHOWN BELOW. BCK 9 g 23 ' s 7 ~4~, ~ ~#r8 10 / ~ ~ - • ~ 00 lo,. 3 *2-0j I ~ ~ - yo I"v r ~ B K C`r Z tor ~ ~ ~ •~yZ v 7 ~ # 6 r a. SUBTERRANEAN EBVCINEERING CORP. ~•r.•.., 8875 Highway No. 85 N.E. P.O. Boz 32377 DAT[ MINNEAPOLIS, MINNESOTA Phone 674-1242 EARTH W06iK OBSERVATION REP06iT L/ OBBERVED Job Nams ~g71~wJob No. x~8EXCAVATION! y~-------- Job toeatlon Lot Earthwork L /Block C tractor pi ~t .3~ rrive Jo6~ 3:3CM ss ~Tmi ~Tote,l' AAA ILL PLACEME ~~Tras Time ~~1?, Chsrqeabls Lot 9 we~ y Dooart~fo5 vl Leb. Tlms Hours Bloek Total Flours 9% / ~Eng'r ~ Plet ~~S_7JZ ~ On Job LWRr. peport Tlma rznr' Ravlsw Tlms lH Summary ot Teehnlcal and /or Enplneerin9 Ssrvlco• pertormsd Includlno Fleld Test Data, Locatlons, Elevetions, and Deoths ars estlmated. THE LIAAITATION OF LIABILITY STATEAAENTS ON THE REVERSE SIDE OP TNE COMPACTION OUALITY CONTROL TEST REVORT CONSTITUTE AN INTEORAL PART MEREOF. _ feet dsap feet dssp 1. Exc~r~tlon 1~ _ Elovation at _ ~n , 9redinq to Eleretlon ~nd 2. Sld• Slooes are epprox.: vert. ? 1/ horiz.: trsrt. ? 1 horiz.: 1 rert. U 2 horiz: 1 vsrt. ? f tler lhsn 2:1 ? other E 3. Construetlon Staking is: adsQUate ? nof svallaDls O Incomplet• ? X 1. Excavation Is orersizad /s outslde o/ bullding Ilnes. c S. Excavation Is: dry ? wet A 5a. Watar Is sseping from _ - - v 5b. Depth o/ watsr In sxeav tlon approx. A 5c. Dswalering Is: necse• y? not rsqulred ? T S. Excavation I~ wlth : drayllns bsckhos ? •craDer ? dozer ? ~ 7, All unsultebls solts have b~~n ~x evatod• YES ? NO ? 0 7a. f~~t of soll remalns to be removed. N S. Soll at •:eavatlon Dase I~: Sllty Clay ? Sandy Clay D Clayey Sllt ? Sllty Send 0 Claysy Sand Cl~~n Ssnd ? Other _ 9. _ 1oet of }III r• uir~d to r~ach dsslgn subqrade. 10. Excavation 1s: Approvo ? Not Approvod ~ for flll pleeement. ~ 11. FIII h (type of so11) 11a. Imports ? On-clte borrow Iffi ~ ~ 71b. Compactlon Is with shospeToot roller 05 manual tampor 0 rlbratory 14 F smooth drum roller ? sNf-DroDelled 19 non-vibrato?y O 1 11. Pertormed fleld denslty t*ots. See Compaetlon Ouality Control L 9 Test Rsport No. ~ L 13. fsst oT 1111 remains to be plaeed. 14. Denslty tssts meet eo)nPaetlon speciflcatlons. YES g S NO g 3 14e. Test No'*. Zi) 0 300 3/ dld not most compactlon spoelficatlons. 16.Addltlond bserratlons nd/ ! reauired, YE8 NO 11 FROST ADJACENT 0 DEWATERING: PROTECTION: ; STRUCTURES: WEATMER CONDITIONS: ~ N well polnts ? •lraw blank O Not ? Dry ? ? l ~-desv ells? looss *o C Worm ? Raln ? 20 feot ? Cool ? Snow ? I ~ oD~n Itch ? Irost r plny O ral70 ~ N su pump D 1om9. neat ? -40 feot ? > 32'F O S ot ~r O other O 40 or more foe! ? Sub-heezing? RECOMMENDATIONSiSUMMARYiWORK PpOORESS: ' ~ r t ` i . Z, DISTRIBUTI N: ~ cc: ~ ee: S_t---- co: bv ? cc: Subterranean Englneering Corp. _ ec: THESE LIMITATION OF LIABILITY STATEMENTS SHOULD BE CONSIDERED TO BE AN INTEGRAL PART OF THIS REPORT: 1. In performing our professionel services with regard +o earlhwork inspection and qualify confrol, our findings will be obfeined and our recommendafions mede, in accordance wi4h generally accepted engineering principles and prac+ices. We will observe, moni#or end fest this work, and may advise or make recommenda4ions, but we ere not guareriforc. This warranty is in lieu of ell o4her werran#ies either e:pressed or implied. 2. Subterreneen Engineering Inc. does not prac+ice in fhe field of lend surveying, end it nof responzible for iha eccuracy of grade sfakes and/or building lowtion stekes af ihis jobsife. There mus+ be adequa+e consfruction sfekes, cleerly marked, +o enable our wil inspector to properly essess the ezcevetion. We will not be responsible for eny harm- ful consequences resuhing from improper or incorrect consfruction steking. 3. The field densi+y test defa presen+ed with #his report represenh 4he velues ef per- ticler locelixed poinis wifhin fhe earthwork. Alhough this is believed fo be feirly repro- sentetire of ihe condition of the fill pkced and campacted on thiz date, conditions et other.bce4ions ard eleveiions in fha fiill may vary, and we do no+ wananf or gueren4ee uniform fill densifies , _ 4. We cennoi certify, eiiher expressly or by implice4ion, the quelity of eny work on this projed which we did no# heve fhe opporFunify fa observe af fiRf hend. InspecFion of this earfhwork project ef inegular intervels does not permit ihe inspector }o essau the full scope of the confrector's adivities. S. If the structure is redesigned in sixe and shape, or if it is otherwise moved subsequent to our inspecfion, we should be nofified so +ha+ we wn assess if eddifional inspection work is raquired, or suggest sound engineering elternefives. We ere not responsibb for eny soil•founda+ion system where the s+ruc4ure hes been reloceted with resped to e:cevetion end fill erea, subsequenf +o our inspecFion. PROJECT NQ. LU0 O MOISTURE-DENSITY TEST REPORT NO. 2 130 MODIfIEO PROCTOR ~ (ASTM D-155/7~ 1 METHOO 125 l STANDARD PROCTOR ~ (ASTM 0-696) ~ METHOD 110 r o 120 OTHER ~ U Z 7 U y O d m IIS C O ~ d L REMGRKS: v ~ ~ Z W 0 Y ~ 105 I00 0 5 10 15 20 25 MOISTURE CONTENT POINT NUMBER I 2 3 4 5 6 FINAL RESULTS DRY DENSITY (pcf) 116.5 116.3 106.0 MAxIMUM:118.5 cf. MOISTURE CONTENT 10.1 13.7 19.8 OPTIMUM: 11. 5% SAMPLE DESCRIPTION- Red-brown fine PROJECT: Westbury 3rd. Addition sandy clay. Westbur Dr. and Lexin LOCATION~ Y S- SOURCE, onsite ton, Eagan TESTEO er: 25 DATE~ SUBTERRANEAN CHECKED er: Mff DATE2~ 20 ~ ENGINEERING CORP. SUBTERRANEAN ENGINEERING CORP. 6875 Hlphway No. 85 N.E. P.O. Box 32371 t•t.,: , MINNEAPOLIS, MINNESOTA 55432 574-1242 COMPACTION QUALITY CONTROL TESTS ProjeCt Westbury 3rd Addition Report N~. 4 Westbury Dr, and Lexington, I'agan Job No X-84010 . Sond Cone Melhod ? Indicaied Percent Compaction: ASTM Nuclear ~ Max. Modified Proctor Ory Density D-1557 Other ? Max. Stondord Proctor Dry Density D-698 ElE ANp/p'. . TI+ BELOw - Fbolfn Wat Denfltr Dry DomilY Mmimum Dote Test Of Toiol MOISTURE o Fbor Grada S Corncl~d Labaotory RECOMAENDATIONS REMARKS N0. Dni n Groda Samp4 CONTENT pry penairy Compxtbn Fi ll Includn For Slone I ur oca 9~) % pef ,June 19 27 877 137.3 12.2 122.2 136.0 90 1985 Meets spec~ 11 28 875 140.7 13.8 123.5 136.0 91 , 29 874 136.0 14.8 118.5 136.0 87 Does not meet s ecs. 30 876 132.4 13.9 116.1 136.0 85 ,31 876 133.9 11.7 119.9 136.0 83 Retest of #30. 32 878 133.9 9.9 121.7 133.3 91 Retest of , M1teets specs #Z1 33 876 13?.2 P.etcest o£ 12.1 122,4 136 .0 90 , N30.~ 11 34 878 141.9 12.7 125.8' 136.0 93 " 35 -3' FG 140.8 12.5 125.1 136.0 92 " 36 -6" FG 1n3.3 10.9 129.2 136.0 95 37 874 136.6 13.4 120.5 133.3 gp ERe~it eof . ~ NOTES: I.) ALL TESTS CORRECTED FOR STONE CONTENT, WHERE APPIICABLE. 2.) APPROXIMAlE OENSITY TEST LOCATIONS ARE SHOWN BELOW. . I BLIC ~f 7 _ i " i 1 i ~ sra j a ~I 4~ Z #29 B K• Gd~ ~ ~ Si'R ! I V I ~ I SUBTERRANEAN EPlG6NEERING CORP. 6875 Highway No. 85 N.E. P.O. Box 32371 DATE MINNEAPOLIS, MINNESOTA Phone 574-1242 EARTH WORK OBSERVATION REPORT OB8ENVED Job Name Job No. EXCAVATION : Job Locatlo=kt. _-f"_f~~H~CP~?~-~-s~a K-~.~• g~ock ~ Earthwork ContraetorCllent(,XC10~2! Vlat ~ Arrlv Job Mlleage J Totel ILL PLACEMENT. D~oert Job Travel Tlma %y hU'• Charqeeble I V I Lot ~ Lab. Tima Hours Bloek z Eng'r Total Hour• tj ~ r~ psrew Tlme I, Plat On Job 2 Rsport Tims - Summery of Teehnical and /or Englnesriny Sarvles• ptr}ormsd Includlno Flold Tiat Dats, locatlons, Eleratlons, end Daotha are sstlmetsd. THE LIMITATION OF LIABILITY STATEMENTS ION THE REVERSE SIDE OF TNE COMPACTION OUALITY CONTROL TEST RF.PORT CONSTITUTE AN INTE(iRAI PART HEREOF. _ feet dasp - fsot dsep t. Excavatlon Is Elsvatlon at snd , 9radln9 to Elwatlon N.-_- ~nd 2. Sld• Slopes ars approx.: vert. O 1/2 horiz.: 1vs . Q 1 horl:.: 1 r*rt. U 2 Aorl:: 1 vsrt. ? flattsr lhan 2: ? other E 3. Construction Steking la: adaquats ? not avalle e ?Ineomplet• ? X 4. Eaearatlon Is overdzed fest outside o/ ullding linss. c 5. Ezcaratlon Is: dry ? wet ? A Ss. Watar Is esepfng irom v 5b. Depth o/ waler In excavatlon apDrox. L.---- - A Sc. Dswatering Is: neesssary ? ot repulred ? T 8. Exeavatlon Is wllh : dragllne ? beck os ? scraper ? dozer ? ~ 7. All un~ulteb~s eoita have hesn ~xcavat~d. Y ? NO O 0 7a.-- - l~st o}-_ so0 romeles to be remorsd. N 8. Soll at excavatlon base la: Sllty Clay ? Sendy ay ? Clsyey Sllt Sllty Sand ? Claysy Sand ? Clsan and ? Oiher - 9. feet of tlll requlrsd to rsac de~lgn subgrade. 10. Excavatlon Is: Approved O Not Ap rovsd ? for flll placement. 17. FIII It '__CSt~^~~ • ~(tYPe of $011) 11a. Imported ? On-sits borrow 11b. Compactlon Is wlth sheepefoot roller menuel tamper O vlbratory Cg F amooth drum rollsr ? •Nf-proDelled M non-vlbratory ? 1 12. Psrlormed ~-flsld denslty tssts. Sse Compactlon Quality Conlrol L (or z I(A~ 3 Test Report No. ~ L 13. 1 t~ fset of flll rsmains to be placed. 14. Dsnslty tests mset coJnpaetion opeclflcetlons. YES J~.. NO ? 14s. Tsst No'e. dld not mest oompactlon spoclfleatlons. 15.Addltlonal obssrvatlons nd/ t r uly d YES NO ~ FROST ADJACENT CONDITIONB: ~ DEWATERING: PROTECTION: STRUCTURES: yyEATHER S N well Dolnts atraw blenket Hot ? Ory ? ~ D_dsep Is ? loosa eoll O Warm ? RaIn ? I ? opan cn ? rrost r In9 ? wltnt 20 rs•t G cool ? Snow ? ~ Nsum Dump ? temp. hsat ? 20-40 feet ? > 32'F ? g ot or ? other ? 40 or more feet ? Sub-heezinp? RECOMMENDATIONS/SUMMARY/WORK PRO(3RESS: l ~ ~ ~ ~ ~ - DISTRcIBUT~~i kr-f- -RQ"f~O)lb . I -Lee: &ies f. , cc: bY _ cc, Subterranean Engineering Corp. - i iHESE LIMIiATION OF lIABI!!TY STATEMENTS SHOULD BE CONSIDERED TO BE AN INTEGRAL PART OF THIS REPORT: 1. In perForming our professionel services wiih regard to earihwork inspection end queGfy confrol, our findings will be o6teined and our recommendafions made, in accordanee wifh generelly accep#ed engineering principles and pracfices. We will obsarve, monitor and tast fhit work, and may advise or make recommendetions, bu} we ere no+ guararrton. This werranfy is in lieu of ell o+her werranties either ezpressed or implied. 1. Subterranean Engineering Inc. does not practice in the field of lend suneying, end is no1 responsible for the eccuracy of grade s+akes and/or building location s4ekx et }his jobsite. There murt be adequete construcfion stakes, claerly marked, fo enable our wil inspec+or to properly assess fhe e:cavetion. We will not be responsible for eny herm- ful consequences resuHing from improper or incorrect cons4ruction sfaking. 3. The field densi}y 4es4 daie presen#ed wi4h 4his report represenh +he velues at per- ficler localized poinh within the eerthwork. Alhough this is believed to be feirly rapre- sentefive of the condi#ion of the fill pleced and compacfed on fhis defe, condifiont et other.locefions erd eleva4ions in the CiII mey vary, and we do no4 warrerii or guerentee uniform fill densi+ias 4. We eannof cerFify, either expressly or by implice+ion, the qualify of eny work on 4hic projeci which we did not heve the opporhuni4y to observe at first hend. Inspedion of +his earthwork projec# et irregular infervelt does not permit the inspector fo esse:s the full scope of the confractor's adivi#ies. 5. If the s+ruc4ure is redesigned in size and shape, or if it is othenr'ise moved subsequenf to our inspecfion, we should be notified so ihat we cen assess if eddifionel inspacfion work is raquired, or suggest sound engineering elternefives. We are not responsible for eny soil•foundefion sys+em where the strucfure has been relocefed wifh respeci }o esuvafion end fill erea, subsequent to our inspedion. SUBTERRANEAN ENGINEERiNG CORP. 8875 Hlphway No. 85 N.E. P.O. Box 3237I7 MINNEAPOLIS, MINNESOTA 55432 574-1242 ' COMPACTION QUALITY CONTROL TESTS PrOjeCt Westburv 3rd Addition Reporit Nu. S Westbury Dr. and Lexington, Eagan Job No X-84010 . Sand Cone Method ? Indicoted Percenf Compoction: ASTM Nuclear ~ Max. Modified Proctor Dry Density D-1557 Other ? Max. Standard Proctorl Dry Density D-698 WElE aND/OA I TH BELOW I Wet Damfly UrY Demity Mo+imum Date Test Foolin 01 Tolol MOISTUHE o Fbor Grode ( Corracled 10baa1ory ~o RECOM4ENp4T10N5 REMARKS N0. Desi a Groda ' Sampl~ CONTENT ~y pgnsilr Campoctbn Fiii Surace Includ"npSbne) % ForStonm) ptf June 20 38 879 126.4 15.5 109.3 118.5 92 Meets spec, 1985 " 39 878 130.9 11.2 117.7 118.5 99 „ " 40 880 127.2 17.4 108.3 118.5 91 • i NOTES: I.) ALL TESTS CORRECTED FOR STONE CONTENT, WHERE APP IICABLE. 2.) APPROXIMATE DENSITY TEST LOCATIONS ARE SHOWN BELOW. . ~ BCK / [or 7 - t 10 / ~ - - • ~ ~i lor 3 ~3$ ~ ~ - - ~ ~ V Z lO k ~ N SUBTERRANEAN E 1NGINEERING CORP. 6875 Highway No. 85 N.E. P.O. Box 32371 o~TE MINNEAPOLIS, MINNESOTA Phone 574-1242 4/y1 EARTN WORK OBSERVATION REPORT I - /J,/ ' OBBERVED Job Name Olf~!f/O~L_ _ job No.EXCAVATION: Job tocatlon&10rg~y Lot - - Earthwork Bloek _ Contrecto Cllent ~~'L/~~"r~?e~0~~ ptat 1/ % 30 CZ tYips Arrive Mlleage -m~ Totel 4:~ FILL PLACEMENT: Dooarl ob Travel Tlme kY, Charpeable our ~ot Hs Totel Nours Lab. Time I Block Eng' On Job RsPort Time Ravtsw Tlme ~ Plat -r Summarr of Tochnloal snd /or Enyinssrlnq Ssrvlees par(ormsd Includlna Fleld Test Data, Loeatlons, Elevatlant, end DeotAs ere astlmated. THE LIMITATION OF LIABILITY STATEMENTS ON THE REVERSE SIDE OF THE COMPACTION pUALITY CON7ROL TEST REPORT CONSTITUTE AN INTEORAL PART HEREOF. fest dsep I - taot dssp 1. Excavation 1• Elevatlon a1 _-ond. 9rad4n9 to Elevatlon al end 2. Slde Slone• srs epprox.: vsrt. ? 1/2 lioriz.: 1vert ? 1 horiz.: 1 vart. C~ 2 Aoriz: 1 vsrl. ? /lattsr than 2:1 ? other E 3. Conatrucfion Staking ie: adeQUate ? not availaD O Incomplst• ? X 4. Excavation Is orenized fo~t outs~lde ol ulldfng lines. c S. Excavation is: dry ? wst ? A 58. Wator la sssping from v Sb. Depth of water In excavatlon aeorI ox A 5c. Dewatsring le: nscsstery ? not requlrsd ? T B. Excavation Is with : dragllne ? bac oe ? sorapor ? dozer ? ~ 7. Atl unsultable solls have baen excavet~d. S p NO Q 0 7e. fsst of _.soll remalns to bs nmorsd. N S. Soll at •xcavatlon bass le: Silty Clay ? Sand Clay ~ Claysy Sllt ? Sllty Sand ? Ciaysy Sand p Cle Sond ? Othor - - 8. _ fsat of flll rsquired 4o rs cf: deslgn subgrada. 10. Excavation Is: Approvad ? Nol pprovsd!.? for flll placement. 1 1. FIII Is a l! b~n c74 y-eq ~%:le -_(tvo. or .an 11e, lmported ? On-*Its borrovr x Aled• sa~ t tb. Compaetlon Is wlth shsepe(oot ?oller ~ manual temper LI vlbntory 29 F Q smooth drum rollir ? •eIf-proDelled R non-vibratory ? 1 12. PerTOrmed v field dsnslty tssts. Seo Compaetlon Ouallty Control L Test Nsport No. ~ L 13. _ LV tsst ot till rsmalns to bs plaesd. -v~ - 14. Denslty tssts mest co~npeetlon speclllcatlont. i YES N NO C] 14a. Test No's. ~ dld not meet compactlon speelflcatlons. 15.Addltlonal observatlons nd/o t t ar re ulr I d YE8 NO 54 Or !LS &Cfte:441 FROST ADJACENT I WEATHER CONDITIONS: ~ DEWATERING: PROTECTION: STRUCTURES: ' s N wsll Dolnts ? straw blanks ? Hot 9 Dry ~ ~_desp Its? loose soil ? ! Warm ? Raln ? j? opsn ch ? frost r plnp ? wIt 20 test ? Cool ? Snow ? A 0sum ump p tom . hsat ? 20-40 fost O > 32'F ? ~ S ot r ? om I 0 40 or moTe feet ? 8ob-hoezinp[7 REC MMENDATIONS/SUMMARY/WORK PROGRE S: I ~ . I r QsUr~~~C 0' i DISTRIBUT~~~ ee: wj~~?el0 /P ~ cc: "rne ~ co: ~~'4!l~l'~_l~ts yr _ _ cc; Subterranean Engineering Corp. co: THESE LIMI7ATION OF LIABILITY STATEMENTS SHOULD BE CONSIDERED 70 BE AN INTEGRAL PART OF THIS REPORT: 1. In performing our professionel services'with regard to earfhwork inspection and quaGfy ' confrol, our findings will be obtained and our recommendations mede, in accordance wiYh generally eccepted engineering principles and practices. We will observe, monifor end fes} fhis wor(c, end may advise or make recommendationt, buf we ere not guarerrton. This warraniy is in lieu of ell o#her warrenties either expressed or implied. 2. Subferrenean Engineering Inc. does nof proc+ice in the field of land surveying, end is not responsible far +he accuracy of grade s+akes and/or building Ixetion stakx et this jo6sifa. There musf be adequate construcfion stakes, clearly marked, fo enable our wil inspedor to properly auess #he e:uvation. We will not be responsible for eny herm- ful wnsequences resuking from improper or incorrect consfruction staking. 3. The field dansity fert data presen+ed wifh this report represenh fhe velues at per- ticler localized poinh within tha eehhwork. Alhough this is believed 4o be feirly repre- serrtefive of the condition of the fill pkced end compacted on 4his defe, conditioru ef . ofher.locefions end eleve4ions in the fill mey vary, and we do no# warceirt or guarantee uniform flll demities. 4. We cennof cerlify, either expressly or by implicetion, 1he quelity of eny woh on }hit projec4 which we did no4 heve ihe opportunify 40 observa at fin4 hand. Inspec#ion af fhis aerthwork projecF et irregular iniervels does nof permit 4he inspecfor to eueu fha full scope of the conirector's aciivities. 5. If fhe s4rucfure is redesigned in size and shepe, or if i+ is oiherwise moved subsequenf To our inspection, we should be notified so thet we un asseu if edditional inspection work is required, or suggast wund engineering alternatives. We ere nof responsible for eny soil-founda+ion system where the siruc4ure has been relocated wi+h respec4 }c exeevefion end fiII eree, subtequent fo our inspection. SUBTERRANEAN ENGIIVEERING CORP. 8876 Hiphwey No. 85 N.E. P.O. Box 32371 s•=. MINNEAPOLIS, MINNESOTA 55432 674-1242 COMPACTION QUALITY CONTROL TESTS ProjeCf Westburv 3rd Addition Report No. 6 Westbury Pr. and Lexington, Gagan X-84010 Job No. Sond Cone Method ? Indicoted Percent Compaction: ASTM Nuclear ~ Mox. Modified Proctor Dry C<osity D-1557 Other ? Max. Standard Procfor Dry Density D-698 WELE ANO/OR TH BEIOw Footin Wa I Dsnt1fr Ory Densily Ma.imum Date Test Of To1ol MOISTURE o Fbor Grade CONTEHT ( Corro[I~d ~oEualory RECOMMENDATIONS REMARNS N0. Oee~ nGrude Sampla aY~nsitr Compatbn Far Stone ) Fill ur ota IncludinVsloeW % Dtf June 25 41 887 124.9 14.0 109.6 118.5 92 Meets spec. 1985 " 42 884 116.0 9.4 106.0 118.5 89 Marginal 43 882 128.6 14.4 112,5 118.5 95 44 881 124.1 16.4 106.6 118.5 90 . " 45 883 119.4 12.5 106.2 118.5 90 " 46 881 125.7 15.1 10'9.2 118.5 92 " 47 881 146.6 10.1 133.1 135.0 93 48 883 139.1 7.8 129.1 136.0 95 NOTES: I.> ALL TESTS CORRECTED FOR STONE CONTENT, WHERE APPLICABLE. 2.) APPROXIMATE DENSITY TEST LOCATIONS ARE SHOWN BELOW. B% K (os 7 / - 4v- 3 B K, 3 lo x <er- ~ V • /f' ~41 - ~ qq (04 1990 BUILDING PERMIT APPLICATION CITY OF EAGAN I SINGLE FANILY DWELLINGS MULTIPLE DWELLINGS COMMERCIAL 2 SETS OF PLANS 2 SETS OF PLANS 2 SETS OF ARCHITECTURAL 3 REGISTERED SITE SURVEYS REGISTERED SITE SURVEYS - & STRUCTURAL PLANS 1 SET OF ENERGY CALCULATIONS (CHECK WITH BLDG. DEPT.) 1 SET OF SPECIFICATIONS 1 SET OFIENERGY CALCUTATIONS 1 SET OF ENERGY CALCS # OFIRENTAL UNITS # OF FOR SALE UNITS PENALTY APPLIES WHEN: TYPING OF PERMIT IS REQUESTED, BUT NOT PICKED UP BY LAST WORKING DAY GF I•iOtviA iId 'w^:iIC;i nEQUBST iS MliDE. LOT CHANGE IS REQUESTED ONCE PERMIT IS ISSUED. IvOTE: ADDRESSES FOR CORNER LOTS - CONTRACTOR%HOMEOWNER MUST DESIGNATE WHICH ADDRESS IS DESIRED. NO CHANGES WILL BE ALLOWED ONCE BUILDING PERMIT IS ISSUED. I PROCESSING TIME FOR SEWER & WATER PERMITS IS TWO DAYS ONCE A PERMIT HAS BEEN COMPLETED. PERMIT MUST SHOW A LICENSED PLUMBER. ~ To Be Used For:Valuation: Date: / ~ ll?'o Site Address OFFICE USE ONLY Lot I~ Block ~ FEES Occupancy Zoning Parcel/Sub wes+6u~ Sr--4 Actual Const Bldg. Permit 3s" ou Allowable Surcharge f.oo Ot-mer t3radle(., y--El~za.be`I'h f~-.5~^t~n # of stories Plan Review Length SAC, City Adare55 3S8o (,c~s-F(o~~ry Lv~ . 9eor.h snc, rtwcc S.F. Total Water Conn City/Zip Code U~ a3 Footprint S.F. Water Meter u Acct. Deposit Phone st:Lv z qsy 54-v0 -4-4 On site sewage_ S/W Permit On site well S/W Surcharge Contractor ~)iC`taP~~n,& 57`7: MWCC System _ Treatment P1. ~7 n City water Road Unit Address 1~0r PRV Park Ded. ~ - n Booster Pump _ Copies City/Zip Code ~~~/'~i-u / ~S/~~ SUBTOTAL APPROVALS Penalty Phon SS~-o5`O/ Planner _ TOTAL Council Arch./Engr. N ~ Bldg. Off. '(I25 Variance Address City/Zip Code Phone # I ~ _ r w 5+. 4 i 4- t~~Q 4. - 2,3sa P. P.CD. zt(99 EA- ssial 1 \ ' *i*******f~#*****f##f*3}***#**t*#i## ~ C I T Y O F E G A f~ **~E' PAYMFN'P OF FF~ AT TIi~ pF • * APPLICATION DOES NOr ODNSTI4S]'lE APPROVAL OF PERMII'P. APPLICATION FOR PERMIT * ZNsrECTxox oF MM Arro/ox MTm : * IISS'mLLATIONS WII.L NOT BE SCIHED- SEWER AND/OR WATER CONNECTION * tnID UN17L PII2MIT HAS BEIN * APPRQVID. * rt . ~'**#irf *rtf *k* ***#*/******#***tF*#t**Y P ease Print 1) PROPERTY ADDRESS: 2 e!fQ9(~ ~/~ST6uRy L.9~YE LEGAL DESCRIPTION: /0 (Lot/Block Subdiv~ision or Tax Parcel ID ) IF E7QSTING STRCCiL'RE, DATE OF ORIGINAL HLILpING pERMIT ISSL'ANC.E: ' 1 PRESENP 20NING/PROPOSID C'SE: (blonth Year) Q CO,,'VE2CIAL/REfAIL/OFFICE R-1 SINGLE FANIILY ~ IAIDOSTRIAL F-I R-2 DUPLEX (14,o Onits) INSTI'ICTIONAL/GOVERIZIENp ~ R-3 TOWNEi0U5E (Three + Units) ( Dnits) ~ R-4 APAR'Ir'ENT/CODIDOMINIUM ( Units ) 2) ~ NAr*~= ~o~EsE C'Ty ~.v,ST~ ADDREss: p=p, Qo,,~ '~o y CITY, STATE, ZIP: eTF ,z5; Esk cQ /"V~ PHONE: 3) For City L~se . NAh~' Plumbers License: Active ADDRFSS:~j Ek pired ~ CITY, STATE, ZIP: Not, recorded PHorE: rAsTm LicavsE# - - Staff Initial 4) ~~r •_el.~ ~ ~:ia~: _ NAME: Ft . ADDRFSS: CITY. STATE, ZIP: PHONE: . 5) i?• i ~ r: • N: a • s~ 2NNE(,'I'ION 1U CITY SEWII2 C;R~NNBCTION 7.U CITY WATER ~ pTFm ' . 6) ~ 11 r r• r ~ P7.F.ASE HOLD APPROVID PERMIT FOR PICK-UP BY ONE OF ABOVE M-PLOFS-E MAIL APPROVID PERMIT TO 1, 2,(:j;) 4. AHOVE (Circle one) ' 7) r r ~ ? 'r w ~ ~ ~ r • • o r.• ~ r. •b[J1:~ ~ r ~ r•. . ST i~ Y71' • ~1' IY . . y. . • ~ 1 - ' s • ,d 1 FOR C1TY USE ONLY PERMIT # ISSUED L Y /z - 77 -7j--G Pd w/Bldg. Permit FEES: $ $ SEWER PERMIT (INCLUDE SORCHARGE) $ $ WATER PERMIT (INCLUDE SC'RCHARGE ) $ C~ 7, S~G $ WATER METER/COPPERHORN/OC'TSIDE READER S $ WATER TAP (INCLL'DE CORPORATION STOP) $ $ ' SEWER TAP " $ $ , c' ACCOUNT DEPOSIT - SEWER $ $ f'7. n ACCOC'NT DEPOSIT - WATER $ .SG~ . cz $ wac , . $ G0 $ SAC $ $ TRUNK WATER ASSESSMENT $ $ TRUNK SEWER ASSESSMENT $ $ ' LATERAL BENEFIT/TRUNK SEWER $ $ LATERAL BENEFIT/TRC'NK WATER $ /57 • C' G $ WATER TREATMENT PLANT SURCHARGE $ $ OTHER: $ 5 C $ J~ cZ TOTAL Zv 3 RECEIPT # RECEIPT DOES UTILITY CONNECTION REQUIRE EXCAVATION IN PUBLIC RIGHT OF WAY? ~ YES IF YES, THEN A"PERMIT FOR WORK WITHIN PC!BLZC Q ROADWAY" MUST BE ISSUED BY THE ENGINEERIIVG NO DIVISION. LIST AS A CONDITION_ SUBJECT TO THE FOLLOWING CONDITIO[VS: APPROVED BY: TITLE: DATE: PERMIT City of Eagan Permit Type:Mechanical Permit Number:EA136455 Date Issued:05/13/2016 Permit Category:ePermit Site Address: 3880 Westbury Lane Lot:010 Block: 001 Addition: Westbury 3rd PID:10-83652-01-100 Use: Description: Sub Type:Residential Work Type:Replace Description:Furnace & Air Conditioner Comments:Questions regarding electrical permit requirements should be directed to State Electrical Inspector, Mark Anderson at (952) 445-2840. Carbon monoxide detectors are required within 10 feet of all sleeping room openings in residential homes (Minnesota State Fee Summary:ME - Permit Fee (Replacements)$59.00 0801.4088 Surcharge-Fixed $1.00 9001.2195 $60.00 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 - Mark Skoog 3880 Westbury Lane Eagan MN 55123 (952) 381-4362 Genz Ryan Plumbing & Heating 2200 West Highway 13 Burnsville MN 55337 (952) 767-1000 Applicant/Permitee: Signature Issued By: Signature PERMIT City of Eagan Permit Type:Building Permit Number:EA148319 Date Issued:03/20/2018 Permit Category:ePermit Site Address: 3880 Westbury Lane Lot:010 Block: 001 Addition: Westbury 3rd PID:10-83652-01-100 Use: Description: Sub Type:Windows/Doors Work Type:Replace Description:Two or More Windows/Doors Census Code:434 - Residential Additions, Alterations Zoning: Square Feet:0 Occupancy: Construction Type: Comments:Improvements to the home require smoke detectors in all bedrooms. If altering window openings or installing Bay or Bow windows, call for framing inspection. Call for final inspection after installation. Carbon monoxide detectors are required within 10 feet of all sleeping room openings in residential homes (Minnesota State 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 - Mark Skoog 3880 Westbury Lane Eagan MN 55123 Home Depot Usa Dba The Home Depot 2455 Paces Ferry Rd Atlanta GA 30339 (763) 852-1044 Applicant/Permitee: Signature Issued By: Signature qll I— For Office Use '�� :::: ° , _ I cc, , , : /Eiv Date Received:,-G4O `3830 PILOT KNOB ROAD EAGAN, MN 55122-1810 fjEC A (651)675-5675 I TDD: (651)454-8535 i FAX: (651)675-569 DEC 2 0 2019 Staff: ��i1 buildinginspections( cityofeagan.com B►. . 2019 RESIDENTIAL BUILDING PERMIT APPLICATION Date: 12/20/19 Site Address: 3880 Westbury Ln. Unit#: Name: Jennifer DeutschPhone: 952-381-4362 Resident/ 3880 Westbury Ln. Eagan, MN. 55123 Owner Address/City/Zip: ezi Applicant is: Owner Contractor �- � (,L f� Type of Work Description of work: Install 1 window Construction Cost: $4,939.00 Multi-Family Building: (Yes /No i ) Company: Sandau Construction Co., Inc. Contact: Michelle Moore Contractor Address: 9025 Hwy 101 W City: Savage State: MN Zip: 55378 Phone: 952-403-910i Email: permits@sandauinc.com License#: BC007251 Lead Certificate#: NAT-25855-2 If the project is exempt from lead certification, please explain why: Built in 1986 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: Fire Suppression 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-•ublic if ou •rovide s••cific reasons that would•ermit the Ci to conclude that the are trade secrets. You may subscribe to receive an electronic notification from the City of proposed ordinances by signing up for an email update on the City's website at www.citvofeagan.com/subscribe. Exterior work authorized by a building permit issued in accordance with the Minnesota State Building Code must be completed within 180 days of permit issuance. 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.orq I hereby acknowledge that this information is complete and accurate;that the work will be in conformance with the ordinances and codes of the City of Eagan; that I understand this is not a permit, but only an application for a permit, and work is not to start without a permit; that the work will be in accordance with the approved plan in the case of work which requires a review and approval of plans. Michelle Moore Digitallys e2d2by x Michelle Moore x Date:2019.12.20154551Michelle-06Moore'00' Applicant's Printed Name Applicant's Signature DO NOT WRITE BELOW THIS LINE S e b V Ii6t ++i-iz L/1 /5 70 SUB TYPES foundation _ Fireplace _ Porch(3-Season) _ Exterior Alteration (Single Family) 4_Single Family _ Garage _ Porch(4-Season) _ Exterior Alteration (Multi) Multi — Deck _ Porch(Screen/Gazebo/Pergola) _ Miscellaneous 01 of_Plex Lower Level Pool 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 3(,W d Occupancy x,,26 -/ MCES System Plan Reviewr. Code Edition 9,0/5" SAC Units (25%_ 100% Y ) Zoning P O City Water Census Code </31 Stories — Booster Pump #of Units / Square Feet PRV #of Buildings „.. / Length '� Fire Suppression Required Type of Construction ,Ltd Width REQUIRED INSPECTIONS Footings(New Building) Meter Size: Footings(Deck) Final I C.O. Required Footings (Addition) Final I No C.O. Required Foundation Foundation Before Backfill HVAC_Service Test Gas Line Air Test Hood Roof:_Ice &Water _Final Pool:_Footings _Air/Gas Tests Final Framing 30 Minutes 1 Hour Drain Tile Fireplace: Rough In _Air Test _Final Siding: _Stucco Lath _Stone Lath Brick EFIS f - Insulation , - Windows Sheathing Retaining Wall: _ Footings_Backfill_ Final Sheetrock Radon Control Fire Walls Fire Suppression:_Rough In_Final Braced Walls Erosion Control Shower Pan Other: Reviewed By: , Building Inspector RESIDENTIAL FEE Base Fee 1/ f}' .c22-'-. Surcharge Plan Review 7G MCES SAC City SAC Utility Connection Charge S&W Permit& Surcharge Treatment Plant Radio Meter Read Copies TOTAL Page 2 of 3 PERMIT City of Eagan Permit Type:Building Permit Number:EA176042 Date Issued:04/27/2022 Permit Category:ePermit Site Address: 3880 Westbury Lane Lot:010 Block: 001 Addition: Westbury 3rd PID:10-83652-01-100 Use: Description: Sub Type:Windows/Doors Work Type:Replace Description:One Window/Door Census Code:434 - Residential Additions, Alterations Zoning: Square Feet:0 Occupancy: Construction Type: Comments:Improvements to the home require smoke detectors in all bedrooms. If altering window openings or installing Bay or Bow windows, call for framing inspection. Call for final inspection after installation. Carbon monoxide detectors are required within 10 feet of all sleeping room openings in residential homes (Minnesota State Valuation: 1,500.00 Fee Summary:BL - Base Fee $1500 $62.50 0801.4085 Surcharge - Based on Valuation $1500 $0.75 9001.2195 $63.25 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 - Jennifer L Wilkie 3880 Westbury Ln Eagan MN 55123 Sandau Construction 9025 Hwy 101 W Savage MN 55378 (952) 403-9100 Applicant/Permitee: Signature Issued By: Signature PERMIT City of Eagan Permit Type:Building Permit Number:EA179849 Date Issued:10/24/2022 Permit Category:ePermit Site Address: 3880 Westbury Lane Lot:010 Block: 001 Addition: Westbury 3rd PID:10-83652-01-100 Use: Description: Sub Type:Reroof & Siding Work Type:Replace Description: 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. We encourage you to retain an electronic copy of photos until the project passes a final inspection. When installing ventilated soffit material, remove existing material (i.e. debris that could block vents) and take steps to Valuation: 10,000.00 Fee Summary:BL - Base Fee $10K $191.75 0801.4085 Surcharge - Based on Valuation $10K $5.00 9001.2195 $196.75 Total: This permit shall be null and void if work does not start within 180 days of issuance, or if work is suspended for 180 days or more after started. 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 - Jennifer L Wilkie 3880 Westbury Ln Eagan MN 55123 (612) 478-8765 Minnesota Roof Contractors 5500 W 25 1/2 St Minneapolis MN 55416 (651) 206-7609 Applicant/Permitee: Signature Issued By: Signature