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3918 Gibraltar Tr? CITY OF EAGAN Remarks Addition LEXINGTON SQUARE ?ot 3 Rlk 7 Parcel 10 45075 030 07 Owner Street 3918 Gibraltar Trail state Eagan, MN 55123 Improvement Date Amount Annual Years Payment Receipt Date STREET SURF. STREET RESTOR. GRADING 5AN SEW TRUNK 254.53 COQ 795 10-12-84 SEWERLATfRAL ben trk 1986 173.6 173.65 C010140 1-28-85 WATERMAIN 198 68.33 4.5 1 68.33 C010140 1-28-85 WATERZATERAL WR7ERAREA 2$6.43 C010140 1-2$-$5 STORM SEW TRK 1986 501.29 33.42 15 501.29 C010140 1-28-85 STORMSEW LAT 1986 513.81 34.25 15 513.51 C010140 1-28-85 ' CURB & GUTTER I 510EWALK STREET LIGHT WATER CONN. 500.00 o n BUILDING PER. SAC PARK )HN SCREEDEN 456-91 < QUILDING PERMIT Te M wed fer Site Addreas Lot Block Parcel No. at Name ' ; Addresa b City /4/z4/s7 74 CITY OF EAGAN 3830 Piiot Knob Road, P.O. Boz 21-199, Eagan, MN 55121 PHONE: 454-81 d0 R ' 0% 1 1 oiJ Receipt # Erect Occupancy ec/Sub. Remodel Zoning Repair ? Type of Const. Addition ? No. Stories , MOVe ? Length demollsh ? Depth ? Int Impr. ? Sq. Ft. Phone Install ? ? Name , u? ; Addresf Assessment Permlt City Phone Woter a Sew. Surcharge `t Police Plan Review oc pW N?e Fin SAC V(3 Address Eny. Water Conn. • t Z. City Phone Plonner Water Meter Council Road Unit 1 hercby acknowledqa thot 1 have reod this application and stote tfiaf gldg. Off.",? 2 5 Tc PI. the iniormofion is torretf ond Cgree to comply with all opplicoble A? 5tate of Minnesota Stotutes and City of Eaqon Ordinonces. V D P8rk$ ar. ate Copies Sipriafuro of Ptrmitteo Total - ? , A Building Permit IS iSSUed fo: on the exprtss candiNon oll work sholl ba done in occordonce wifh oll uppliwble State of Minn esota Stotutes ond City of Eaqon O?dinonces. 5 0 (f ??. Q(ii 50i ? PMmit No. Permk Holder Date Tals phone ? Plumbirp l.( 02d H. V A.C. electric z l 7 c;z? Soiterwr Inspection Oatt Insp. Other Footlnys I jti27.y? Footlnqs II Foundstlon Framinp Rooiing 21? Rouyh Plby. Rouph Htp. Insul. 6 Firoplaca Final Hty. A-IEEO ARIP (j/,yp dV .s Final Plby /- o Fi/Al M? Final AIEEO p N ? e Dq Cert/Occ. ? tv k.gT W Describs location: Wall Sswsr Pr. DIsP. ^ INSPECTION RECORD ? CITY OF EAGAN PERMIT TYPE: 3830 Pilot Knob Road Permit Number: ' Eagan, Minnesota 55122-1897 Date Issued: (612) 681-4675 SITE ADDRESS: i! ?' `y' APPLICANT: (11 t ..... ?RHnt 'I aR ru t r:A it X Y 0141 I) P1 S() !_I A1? [. I2 7!i PERMIT SUBTYPE: TYPE OF WORK: , INSPECTION D. . DA jj".t ft F- M!ji R h< I (- : f L A'?.EPARAGV Pf t<M11 lS Rf•01.1IFt1:t} ftlle ANY i7E..tIp1H1F#6 !)b' F.IIi lRiCAl 41OF'tM TFtf. Sit)ftiM HE I W]i t'Rf; l1't t D C11 F OF 1 HE FRM.l i'! kt)oM f A1VMt? 1 NI' 11t',f. ll At? J1 1 Itltt I •, ( Hl t 1Ij-p;!;I ( !'liflrl iif' I --? ? Permk No. Permlt Holder . - Date Telephone N ELECTRIC PLUMBING HVAC Inapection Date Insp. Comments FOOTINGS FOUND FRAMING 1XI ROOFING ROUGH PLUMBING PLBG AIR TEST ROUGH HEATING GAS SVC TEST INSUL GYP BOARD FIREPLACE FIREPLACE AIR TEST FINAI PLBG FfNAL HTG ORSAT TEST BLDG FINAL BSMT R.I. BSMT FINAL DECK FfG DECK FINAL NorE = ???-9? <wzs? /-e - !- 1-47 Ad3 'fftlf ' '!P OF EAGAN NyyEt SEWyKE pERMR Pilot Knob Road Box 21199 PERMIT NO•: i, MN 55U1 D/1TE: p: - No. of Units: - r. - to ae.*iy wll6 ti. Cley of Mpw CITY OF EAGAN : 3830 Pilpt Knob Road ox 21199 ?1 MN 551t : Rottlund C,u. drcss: - -- - EAdr: Mster No.: Size: Gwnwctlan CFwrye: Axaxrt Depotit: _ Permit Fea: Surcharpe: Misc. Chorym - Total: DaM Poid: WATER SERVICE PERMR PERMIT NO.: DATE: No. of Units: i ri No,; ',.Aehniy Fee: to eoplp?¦ SurcharQe: ee... lW?. a,orass: ?: 2.?{J pd TP 0.00pd meter Totaf: ? - ` •T Dob P+aid: ? Insp.: leup.. - o ?f /s 17 i/jitA`''4R 'r!L41` at ? f.?cofAmst a is rkL r,f ,f + ?? Llsca ?9! .¢ $zp?'°'"' ? t /Q^'e• • ?k? ro 7?c JjK?NA dPt?vi^rC? Ss"f° r? 1 e ? ? ..'. ? ?a ? CITY OF EAGAN N ° 1 1019 3830 Vilot Knob Road P.O. Box 21-199 Eagan MN 55721 I ??` ? BUILDING PERMIT PHONE: 4548100 Receipt # T. 6e u.d fer SF DWG/GAR pa v.I,,. $$4,000 n„'e SEPTEMSER 23,e 85 SiteAddresa 3918 GIBRALTER TR Lot 3 elock 7 Sec/Sub. LEXINGTON SQ Parcel No. Erect Q Occupancy R3 Remodel ? Zonin9 RI Repair ? Type of Const. V AddNion ? No. Staries Move ? Length 60 Demolish ? Depth 44 Int Impr. ? Sq. Ft. Install ? Apprarok Faas W Name ROTTLUND CO INC ? Aad.ms-P.O. BOX 383 c;ty OSSED Pno„a 780-1848 g Name Zu Address Assessment Permit $ 3$5 .OC u? ? City Phona Woter &$ew. Surcharge 42 . QC Police PlanReview ?2 rJ( w GW Name Flre SAC 525.OC ` it Address Enp. WaterConn. 500.0( VW City Phone plunner WaterMeter 63.0( Council RoadUnit 280.0( i hereby acknowledge thot I e read this opDlicohon ond stare that gldg. Off. 9 1$ 8$ Tr PL 132 OC the inlormation is Cortetf d ogree fo tortlPly wi[h oll upplitablo $tote of Minnesoto Statu s City of go rdinancet. AP? Parks Var. Date COpies Slgnuturc of Permittee 119 5 C $ Z A Building Permit is issued ro: R? LUND C? INC • . Total on the express corditlon thot oll xrork shall be done in accordance with ull qpgh State of " ne tatutes ond Ciry o4 Eoycn Ordinonces. Buildin0 OFficial ? -C?TY OF EAGAN 3830 Pilot Knob Road Eagan, Minnesota 55122-1897 (612) 681-4675 SITE ADDRESS: PERMIT " PERMIT TYPE: Permit Number: Date Issued: 3918 GIBRNL7AR TR LOTe 3 BLpCK: 7 LEXZNGTON SQUARE P.I.N.: 10-45075-030-07 &2D5?oov auzLozns 027057 02/13f96 DESCRIPTION: -O`u9.ldift1q,.Psrmit Type Buil.dinV4,aCk Type ? Eertsus'` C,ade,. , y.. .mr ,z?s? y a BASEMENT FINISH Al7ERATIDN 434 ALT. f2ESIDENTIAL t' .{fFeT V' t&1-91E xIL lu}m?. '&t.I'f k"P }? ? dS?H *T"'i . ?.k t ? e f E S Fy }P FI T-? yE 4,t9&? ?Sfw't im? «r$.a "Fr ?z ?? e? ? REMARKS: A SEPARATE PERMIT IS REQUIRED FOR ANY Pt,UMBTNG OR ELECTRICAL WORK, THE RpOM BETNG CREATED OFF OF 7WE FAMILY ROOM GANNOT BE USED AS A BEDROOM DUE-TO THE FURNAC?ROC1l0 noFUrtir rniTn r?, FEE SUMMARY: Bese Fee $50.00 COPIES $1.00 Surcharge $.50 Total Fee $51.50 5ubtotal $50.50 CONTRACTOR: OWNER: - Applicant - MILLER LISA 3918 GIBRALTAR TR EAGAN MN 55123 (612)221-7278 Z herekay .aoknowledg's.=tliat I'h.ave read:: tfiis 'appl.icatia'n arrci 'SCate that`=the _ lnfarmation i"s cprt^ect and agree_`Cn oomply iaith°gl1! applicgtaleState fff Mtt, _, .. ._` SCatutes<<and City 'of E"agan fkrrJa:nance's. • „.. • ? ? AP AN /PEqMITEE SIGNATUFE ISSUED Bl4 SI ATU INSPECTION RECORD CITY OF EAGAN PERMIT TYPE: 3830 Pilot Knob Road Permit Number: Eagan, Minnesota 55122-1897 Date Issued: (612) 681-4675 BUILDING 027057 02/13j96 SITEADDRESS: P•=•N.: 1e-45e75-e3e-e7 APPLICANT: LOT: 3 BLOCK: 7 9918 GIBRALTAR TR MIILER LEXINGTON SQUARE (612) 221-7278 PERMIT SUBTYPE: TYPE OF WORK: BASEMENT FINISM LISA ALTERATION INSPECTION FRAMING .. . IN5ULATION D. ROUGH IN PLBG FINAL REMARKS: A SEPARATE PERMIT SS REQUIRED FOR ANY PLUMBING OR ELECTRICAL WORK THE ROOM BETNG CREATEp 0FF QF 7HE FAMILY RppM CANNOT BE USED AS A BEpRQOM ...DUE TO THE,FURNAC,E ROOM,QPENING INT,Q__TT._. „ ? c r . ? .. - ,. , . e ? ... _. . . _. ,., , ?°d - - - - - ---- = -- -; - , . -- - - --r-, ,- ? - - - . - , 'i. i ? , . e-. r , . /?(} /?(} CITY OF EAGAN ? s; I? 3830 PILOT KNOB RD - 55122 J 110sq,996 BUILDING PEaMIT APPLICATION (RESIDENTIAL) 681-4675 •Jew Conshudla^ Reauiremenh RomodeLRtenair ReauiremeMs ? 3 reglslered aite surveys ? 2 eopies of plan ? 2 copies of plans (inolude beam 6 window sizea; poured fnd. design; etc ) ? 2 ske surveys (exterior additions & decks) ? 1 energy plculations ? t energy calculatfons (or heated addftions f 3 copies of tree preaervation p4en if lot pletled aRew 711193 required: _ Yes _, No DATE: C9- q-9(O CONSTRUCTION COST: ? yX) DESCRIPTION OF WORK: :)H ECr PCC-K-1 tL-7 r Roo'A STREET ADDRESS: G145R?HLT P- 1 P???? ?f? ?J? N, ? LOT BLOCK ? SUBD./P.I.D. #: PROPER7Y Name: M I / ree- ? ),5a- Phone #: OWNER 19 /g -rl ? ? Street Address flP.?a., (?I ( ??" 2Z? -7 Z7g . City: EIC2L State: A4Iv Zip:,?71a3 coN7RACrort Company: ' Phone 5treet Address: License #: City: State: ARCHITECTI Company: ENGINEER Name: Zip: Phone #, Registration Street Address' City: State: Zip: Sewer & water Iicensed plumber: Penalty appiies when address change and lot change are requested once permit is issued. I hereby acknowledge that 1 have read this appfication and state that the information is correct and agree to comply with all applicable State of Minnesota Statutes and City of Eagan Ordinances. Signature of Applicant: OFFICE USE ONLY Certificates of Survey Received Tree Preservation Plan Received - Yes No No _ Yes BUILDING PERMIT TYPE OFFICE l1SE ONLY Apt.lLodging Multi Repair/Rem. Garage/Accessory Fireplace Deck ? 01 Foundation ? 06 Duplex ? 11 ? 02 SF Dwelling ? 07 4-plex ? 12 0 03 SF Addition o OS 8-plex o 13 ? 04 SF Porch o 09 12-plex o 14 0 05 SF Misc. ? 10 _-plex ? 15 woRK nrPe 0 31 New PZ33 Alterations 0 32 Addition ? 34 Repair GENERAL INFORMATION Const. (Actual) (Allawable) UBC Occupancy Zoning # of Stories Length Depth • -` ; APPROVALS gorf-: ? 36 Move ? 37 Demolition fq Y? ,? - ,o=-16 Basement Finish ? 17 Swim Pool ? 20 Public Facility ? 21 Miscellaneous (Z,ooin 13t?,?g ?R.GArib DiF oF T'NC f?, L ? 1241.6 404) ?' A?r !3t us o5 19t ? 13£?jRem? ? µ? -a Fie,a.M c c ?v+• DptKi?y ?-?"r° .? Basement sq. ft. Main level sq. ft. sq. ft. sq. ft. sq. ft. sq. ft. Footprint sq. ft. Planning Building ? Permit Fee Surcharge Plan Review License MCNVS SAC City SAC Water Conn. Water Meter Acct. Deposit SIW Permit S/W Surcharge Treatment PI. Road Unit Park Ded. Trails Ded. Other Copies Totah r /, oo ; MCM/S System City Water Fire Sprinklered PRV Booster Pump Census Code. SAC Code Census Bidg Census Unit _ Engineering Variance ? Valuation: $ /s" °k SAC SAC Units w [iOTE: ALL CONTRACTORS MUST BE LICENSED NITH THE CITY OF EAGAN INCLUDE 2 SETS OF PLANS 3 CERTIFICATES OF SLIRVEY 1 SET OF ENERGY CALCULATIONS To Be Used For: ?Valuation: g 4,000 Date: -/ Site Address: 39 1 q OFFICE USE ONLY r.ot : 3 Parcel Il Block ? Sect/SubErect Remodel Repair Owner ?.? lC,L-/.L'l,l.??/? ? overge Demolish Address Grade City/Zip Code /<? 5 536 ? --------, Phone -7 g0- Contractor Address City/Zip Code Phone W?,?? Areh. / Eng r . 12? Address City/Zip Code Phone # APPRDVALS ,?:7 7985 BUILDING PERltIT APPLI TION - CITY OF EAGAN L.J X Occupancy _ Zoning Type of Const li of Stories Length Depth _ Sq Ft Assessments Permit Water/Sewer Surcharge Police Plan Review Fire SAC Engr Water Conn Planner Wo er Meter Council /Road Unit Bldg Off / Parks APC Treatment P1 Variance TOTAL P?-3 (z-I ? Go 44' 3?5 ??P 25, 500. l 3Z, 2-fz 7• S D 2??c22= ??4- ? • . t. ? ? t. 40 ZZ?22 " 40?( x?z= ?G? & 3S-1?j ??_ "` - -. ? _ _ _ _ ?5oi /h] rea> -mm ?m _ _ '_ _ _!•1w ? ••J•_ _' _ uo_ •`4? n ?? s to R ti ?? et !3 : e4 i x? x ta _ efl ! e? ts w?S v?? W : ? i " ALL SAINTS J ; ? ; . „ •,•, -s?s' ,.< ?,• ? :a .., ADDITION ,¦• ? „ A , ? : ? - IAR K a. -?`° ?• ? ? ?e• tix = ?a e. ? ? ? . _,; ,,, ? LOT 1 4? ? tiR I Jz,re' ' ol- . ..« I ?, ? »a M un p BIOC K I " na •?n ?? 1e s nn ws r rn'mt r?» . : ?? I uo ?? rs i*A E ? ?n9obot ?°e? •u - %? t e • LE ?N8 OM n nf x • ? ; oE !5 •.., N 0 14 ro is 17 . n t n _ ep :i d :z ,•S' ?, " a,.ee,.t - ; " "_'_ _ywe ? '"__'• _ w . .?•eeR • ? ? rn - - y $ re u? u ? en ? •• i? ??tf ?S fe ? 1 I < ?$4.? ? g?A , . • ' reecao- +o t s ' • ? . y , - „ = . .?. a . , e? -' ?°'' w'°?• ? «w. ri • s ie j? ' . . '?`!?, \:1 + ? 'L `? 1? T N 1O ?e a e? iaw s?L Ixo r n n _ p t ;?8 /t '?' 4?' 1! "L - _SAVAltNAM __. ?9AVANNAH n IIOAp ? ?+;?^' ?t? M ? n n:a mn ? 1 u I r i . $. i . ? • ?i • D • ? • • r • ? r. , e ? . " I ??. • ??! . ? pet 6, N UR , • I 1 Nf 9 4 6 ! ` I ? ' u?r ' ?( t![ ft R.i Dli.R ? ??w•MKL t 4 / ? io • I -4 4 'It m i?.?n.c_ ?..r.:l ie C • ! ,2 ? , rIRM • _????? -it a • ? I ' _ ?M A?? plflt 111?? ? ? - ...??. ' ' . ? t 11 b ? ? ? L r?? ^w 12 {1 is 1 ' _ $ ? t rt? uwYa ?• ?= V~? i> ? '' ? c' e'_"_ Q ' a? ? • f a ? ?6?ana n rs n r? RuEbw ?!,. ` • } ' ? y , ? ?lya.s,? ° • ! Q!?( ? ? • * ?r ? i? _ i. is n ,o » ? ?? ? '? E A O ----? I ? n 14 IMOSTON ILL .r N i. N. ro . it i. u 1. l4-obr ! O ?^u 75 -• . • n n n- ' n Q g --??w oSe ?m - ? 1] 0. " ? `b - ' • '" ? 4 .way 4 5 a s ro H of p ? n A » ofnaal a ? p ? ??wao?'? ?re . TI m ? S 71 ' 'R?°Sr f ?ro e4 . _ Ts-r] ? xi n . 44tIM KR EW MPK p0A0 ? ? ?o u . E ? e • t . ? ? .t?.' ? v • • o .. . ? ? .. ... ifl i REPORT QN STOFtM WATER DRAYNAGE CONCERN5 RESULTING FROM JtJLY 281 1990 STORM EVEt3T GIBRALTER LOW POINT LE%INGTON SQUARE ADDITION EAGAN, MINNESOTA *ntrodLCt+on:_ On Juiy 28, 1990 a portion of the easterly part of Eagan, including Lexington $quare, experieaced en intense thunderstorm. Obsexwers reported experiencing 4 to 5 inches of rain within a period of 1 to 3-1/2 hours. Two homes located adjacent to the low point on Gibralter Trail south of Savannah Road (3912 6 3916 Gibralter Trail) experienced basement flooding. The residente adjacent to the Gibralter low point have had storm water drainage conCerns eince the "super stoxm" of July 27, 1987 when extensive flooding occurred. Since that experience the city has conatructed edditional storm sewers to improve the drainage from the low poiat. Since flooding hae occurred again the residents are concerned that their homes are still not grotected to an aoceptable level oE safety. They view their property ee tlood prone and believe their property values are siqnificar,tly irapacted. in view oE this, it the purpose of this report to review the situation and provide comment. Storm intpnsit;: The rainfall amount and iater?sity used to evaluate this storm event ie basad upon observatione by zesidenta in Lexington Square and the nearby vicinity. A storm o£ 4 to 5 inches within 1 to 1-1/2 hr. as reporied is a hiqhly improbabie event that exceeds the severity of the design storm end, as a xesult, the desiqn capaoity of the storm water drainage eygtem. Statiatically the probability af this storm o?as greater thaa a 500-year event (see attached precipitatioa frequency curve). Performanee 2.f Jb& drainace s_,vstem: Dusing the July 28, 1990 storm, the vtater elevation in the law point reached 890.2. This ie approximately S' above the low point ground elevation and 2' above the loweet basement window. Witaessee believe the law poirit rvsa quick2y drained after the storm ended which indicates the pipe was free of blockages. II.-ainaae gxstem ;a ; y• The foliowing information provides a summary of the storm water drainage system characteristics of the Gibralter low poiat storm water drainage syatem. The current drainage system (after the improvemente of 1988) is sized to haadle runolf from a 6 inch-24 hr rainfall (100 yr. event). Such a reinfail event has a 311/hour max3mum peak intensity. Estimatea of the peak runoff rate from a 100 yr. event range from 90 to 110 cfs. The additional storm sewer improvementa constxucted in 1988 added 38 c£s to the discharge capacity af the low point. Thia represente a 34 ta 41 percent increase in the capacfty over the oriqinal deaign and installation, ro mtents: Following fs incidental informatioa that is pertinent to this issue. After the flooding of 19674 hydrologic / hyflraulic evaluetiona Mera oonducted by city coneulLants and the developer'e design enQineers. Their conclusions were not aonsistent. The developer's engineera concluded that the eystem, as designed and installed, provided adequate protection from flooding. The City argued that improvemente were necessary to offset the lack of ponding, overland drainage and iow house elevations. Consequently the city decided to install a storm aewer pipe to provide additional diecharqe capacity from the low point end iaitiated a 1aw suit agaiast the Lexingtoa Square develoger to recover the coets for the improvement. Litigation is pending. mhe original drainaqe system did not incorporata recommended storm Nater drainage practicea such ass - propex siting of houses (some are too low), - aite gradiag provisions for overland drainaqe routes to safely convey exoess storm water runaff that can not be convep¢d in the storm sewer pipe eystems, and - lack of ponding to pravide storage aad reduce the peak runoff. Because the above problems were not discovered until after the nrea was almost fully developed, the feasible options for improvemente were limited. The best and most feasible option gor improving the flooding eafety factor was to install a pipe lrom the low point to Lexinqton Avenue. Although this pipe eignlficantlp improved the floodinQ safety factor it was in lieu of the more prefetred preventive meaeures lieted in the previous point. Furthermore the discharge capacity of the pipe to Lexington Avenue is at or near the feasible limlta cf pipe hydraulice and cost etfectiveneea. The eancerne o4 the home ormers of 3912 and 3918 Gibralter aro not to be dimiaished or taken lightly. However aoneideration must be given to the fact that this aree hea experienced two highly improbable storm events that'have signiticantly exceeded tha desiqn storms, It is narmal is? these m$tters to hear comments that desigri standards ehculd be i???eeve»,t (auchYas tha pzovidinq protection aqaineti a q worst w111Cnot) occur duringathe thatlifa the property. ?3otwithstandiag this? we w311 reopen the psa9ect file oa this matter and conduct additional study to determine the feasibility of additional improvements if you so direct. PREPAREA SY: - -..-..-__.,.'- JE? 8ousdon gpNE5TRd0, ROSENEj ANDERLSK & l,SSOCIATES • CJ?a RESIDENTIAL BUILDING PERMIT APPLICATION ? CITY OF EAGAN 3830 PILOT KNOB RD, EACAN MN 55122 651-681-4675 New Canstructlon Reauiremenls • 3 registered site surveys shnwing sq. fl. of lot, sq. fl af hause; and all roofed areas (20% maximum lot croverage allowed) • 2 copies of plan showing beam & windovr sizes; puured found design, elc.) • i set of EnergY Calculations • 3 copies of Tree Preservalion Plan'rf lot platted after 717/93 • Rim Joist Detail Optbns selection sheet (61dgs with 3 or less uniLa) DATE I tJL, I Ulea SITE ADDRESS 0'9I7 Vlt bV-a.l fdA T?a TYPE OF RemodellReoair Renuirements . 2 copies af plan . i setof Energy Calculalions for haated additions • 1 sAe survey for extedor additroro & decks • Indicate "rf home served by septic system for additions VALUATION 45'?t)61'5. ? MULTI-FAMILY BLDG _Y -25N FIREPLACE(S) _ 0 _ 1 _ 2 APPLICANT AuSkd [ DV1S+f'IUCf?0/'1 T?Cr STREET ADDRESS HO ?s CITY 1 C?%fATE I`1J ZIP 65112 TELEPHONE # (p QI-(43Z'UD1tELL PHONE # PAX # PROPERTYOWNER TELEPHONE# COMPLETE THIS SECTION FOR "NEW" RESIDENTIAL BUILDINGS ONLY Energy Code Category _ MINNESOTA RULES 7670 CATEGORY 1 MINIVESOTA RULLS 7672 (4 submission type) . Residential Ventilation Category 1 Worksheet Submitted • New Energy Code WorlcsFieet Submitted I • Energy Emelope Calculations Submitted ' Plumbing Contractor: ^____________Phone # -`? - - - - - - - L - Plumbing system includes: _ Water Softener _ Lawn Sprinkler Fce: _.$9fl.00 Water Heater No. of R.I. Baths No. of Baths Mechanicai Contractor: Phone # Mechanical system includes: Air Condiaoning Heat Rccovery System Sewer/Water Contractor: Phone # Pee: $70.00 --------------------° -°----------°-------------°----°--°----------°----------°---°-------------°------°-------- 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 O4. inances. Signature of Applicant -d-On ----°-------°--°----°-----------------'^--°-----------...___-___--_--------------------°-------- OFFICE USE ONLY Certificates of Survey Received _ Tree Preservation Plan Received _ Not Required _ Updated 4102 ?<I'N(:;, 1T QN t-. 12- EXTERIOR ENVELOPE AVERAGE "U" COi•iYUTATION OWNER ?_7 _T i•'? SITE ADDRESS CONTAACTOR DATE PHONE `7 Determine working square footage of each. 1. Total exposed wall area ...... 21 -]?o sq. ft, x 2.4 I, S'f 2. Total roof/ceiling area ...... / Lll y sq. ft, x #02(rj = 3r. , 7 ? Total exposed wall area above floor = ??? 3 Co a. Total wall window area ............................. 1- b. Total door area .................................... 3`C c. Total sliding glass door area ....................... Y U d. Total fireplace wall area ........................... W? e. Total wall framing area (average 10%) ................ 17 f. Total net wall area above floar ...................... 53?6'1 g. Total rim joist area ............................... /( Z Total exposed foundation area = 7'K h. Total foundation window area ........................ ? i. Total net foundation area above grade ............... '' `?3'" Determine "U" value of each wa12 segment. t? a. X "U" y b. '7 r? X IIUII C. '-tU x 'lU,l d. ? g llUll v. _ ?. e. / 7 lU x ?,u-, , b`'cs `/ _/1-6 7°/ f. i S36 X „U„ ?0112 = 6e-1,s b• /("' 2- X T?11 11V poq[,/ h. X 'PUll v- = c/ 1. / Kf1 X ilUll a 9 j'?; 3 ......................................Tota1 ° l!''/tf, e"6 S If item /C 3 is the same as, or less than item 711, you have met the intent of SBC 6006(c)2. , .. Total exposed roof/ceiling area = Total gross roof/ceiling area = / 4-11 q j. Total skylight area ........................ 6? k. Total roof/ceiling framing area ............ -?5 5- 1. Total net insulaCed roof/ceiling area...... 1 3 2? Determine "U" value for each roof/ceiling segment. ;. (0 x l,U„ ? yt/ = 2, k. X„U„ 1 = 2? 3C7 x ?lUll 4 ............................. ..... Total = 3 4'Si U Z. ? If total of #4 is the same as, or less than 112, you have met the intent of SBC 6006(c)1. To utilize the total envelope system method, the values established by the sum of items #3 and 114 shall not be greater than the sum of items !I1 and #2. i. 2`t + z. 3G, 7? = 7 7e613U s. ( fiL1,isS + a. 3:Z e 0 Z = 232.7 7 2000 BUILDING PERMIT APPLICATION (RESIDENTIAL) CITY OF EAGAN 3830 PILOT KNOB RD - 55122 651-681-4675 ? ??K 26,-- New ConsfiucMon ReauirerneMs 4?? BemodeUReoalr ReaWremeMs D 9 repisferetl alte surveys showing aq. k. of bt aq. tt. of Iwuse ?-I? .O ? 2 copfes of plan and gu roofed areas (? mmximum l01 covemae ailowem 1 aef of energy calculaNOns tor heafed atldlliona ? 2 coples of plaris (show baam 8 wintlow axes; poured fid. tlesign; efc.) 1 afte wney for extedor atltlltions & tlecks n 1 aet of enerpy calcWaHons ? 3 coples o( iree preservaNOn plpn I( lot platled after 7!1/93 . DATE: 121 Zcw CONSTRUCTION C05f: DESCRIPTION OF WORK: STREET ADDRESS: _":? IOT: ?5 BLOCK: PROPERTY OWNER CONTRACTOR ARCHIiECT/ ENGINEER ? KQ_ - i( multi-family bldg., how many unltsT -? . ti .-, . ? ? SUBD./P.I.D. #: Name: C Sh o n Phone 1?: last Pirst Sheet Address: J&S C??? City LQ ay-\ State: 1? ? I v Lp: S? 1 a? Company: Phone #: Horizon Exteriors (area coda) /? 1333 Larc Industrial Blvd. I ry?s?"?? 3?1?} StreetAddress:_ Burnsville, MN 55337 I License#c? Exp. (612) 890-3900 I City ` -- - -- -Stcte: Zip: Telephone #: ( ) Name: Sfreet Address: ReglshoNOn a: City State: Sewedwater licensed plumber (ff installirw sewer/water): Phone #: I hereby acknowledge lhaf I have read this applicafion, sFate lfiaf 1he of Minnesota Statutea and City of Eagan Ordinances. Certificates of Survey Received Signalure of App1icaM: L OFFICE USE ONLY _ Yes _ No Tree Preservation Plan Received _ Yes _ No - Not Required Zip: ..1 - I _ ? 4 wHh all applk;able Stade 2000 STORM DAMAGE PERMIT APPLICATION (RESIDENTIAL) CITY OF EAGAN 3830 PILOT KNOB RD - 55122 ? I L x 651-681-4675 Reaulremenis ? 2 copies o( plan DATE: ? ?? C? C av ?a CONSTRUCTION COST: C? ti au+?f un+., If mulfl-famity bl dg., how many unlts? DESCRIPTION OF WORK: -W? jA2 IWDICATE YHE FOLLOWIWG EAUIPMEidT TO BE REPLACED AFID BY WHOM: _ Plumbing _ Homeowner Qr ConhacTOr Name _ Mechanical _ Homeowner Qr Contractor Name "Note: If somebody other than me homeowner is performing plumbing or mechanical work, Shey must apply for approprlate permit. Only licensed plumbing contractor or homeowner may complete plumbing work. SiitEET ADDRESS: LOT: ? BLOCK: ? SUBD./P.I.D. #: o,,n ," Name: (AS44?e4 tbQd? Phone 6 J I??("7 r PROPERiY Last Fust OWNER StreefAddress: 1..7C'"I14? Ciy LQ G a l/1 State: !`Zip: Company: " / /C/ =..- rea c ode) CONiRACTOR Streef Addreu: nse # Eup. City State: Zip: I hereby acknowledge that I have read this applicaiion, state that the information is correct, and agreeto comply wilh all opplicable Stafe of Minnesota Statufes and CNy of Eagan Ordinances. Signature of Applicant: "7?0 ?.43- 0300 7 Agenda Information Memo September 4, 1990 City Council Meeting CONSIDER ST'ORM WATER DRAINAGE IlHPROVEMIIJ'IS/3918 GIBRALTAR TRAII, A. Consider Storm Water Drainage System Impravements for Property at 3918 Gbraltar Trail-The aty has received a letter from John and Carla Screeden of 3918 Gibraltar Trail. They have requested that their concerns regarding storm water drainage system imprrnements for their property be brought before the Ciry Council. Enclosed on pages through is a copy of the'u ]etter to the City making such request. Also enclosed on pages through is a letter written to them from Assistant City Engineer Foertsch. ACI'ION TO BE CONSIDERED ON THIS TI'EM: To approve or deny storm water drainage system improvements for property at 3918 Gibraltar Trail. Agenda Infora?ation Memo September 4, 1990, City Council Meeting R'OODLANDS NOR1'H ADDN F. Pmject 596, Woodlands North Addition (Streets & Utilities)--On August 7, a public hearing was held to consider the installation of streets and utilities to service the proposed Woodlands North Addition. At that time, the public hearing was continued until September 4 due to ihe deve]oper's request to pursue a revision to the original approved preliminary plat which was scheduled to be heard by the Planning Commission on August 28. The feasibility report was then to be revised to be consistent with the revised preliurinary plat. However, the staff did not receive the detailed information associated with this revision within an adequate time frame to allow the feasibility report to be revised prior to the deadline for formally notifying all affected property owners of this new public hearing. Subsequently, this public hearing should be continued unti] September 18. ACT'ION TO BE CONSIDERED ON THIS ITEM: Continue Project 596 (Woodlands North Addition - Streets & Utilities) to September 18, 1990. REPORT ON STORM P)ATER DRAINAGE CONCERN5 RESU'LTING FROM JZiLY 28s 1990 STORM EVENT GIBRALTER LOW POIN'T LE%INCTON SQUARE ADDITION EAGANr MINNESOTA Tntrodtction: On Juiy 28, 1990 a portion of the easterly part of Eagan, including Lexiagton Bquare, expexienced an intense thunderstorm. Obserwers reported experiencing 4 to 5 inchea of rain within a pericd of 1 to 3-1/2 hours. Two homes located edjacent to the low point on Gibralter Trail eouih of Savannah Road (3912 & 3916 Gibralter Trai3) expezisnced basement flooding. The residents adjacent to the Gibralter low point have had storm water drainaqa concerns since the Nsuper storm^ of July 27, 1987 when extensive Elooding occurred, Since that experience the city has conatructed additional ertorm sewers to improve the drainage from the low goint. Sfnce flooding has occurred again the residents are concerned that their homes are still not protected to an acceptable level oE safety. mhey view their property ae flocd prone and believe their property velues are aignificantly impacted. In view o# this, it the purpose of this report to review the situation and provide comment. Storm rntens±tys The rainfall amount and intensity used to evaluate this storm event ie based upon observations by xesidents in Lexington Square and the nearby vicinity. A storm flf 4 to 5 iaches within 1 to 1-1/2 hr. as reported 3s a highly imgrobable event that exceeds the severity of the design etorm and, as a resultr the deeign capacity of the atorm water drainage eyaLem. Stati.stically the probability of this storm was greater than a 500-year event (see attaohed precipStatioa frequeney curve). pe f? o?rmence 21 Jhg drninace eystem: During the July 28, 1990 etorm, the water elevation in the low oint reached 890.2. Thie is approxiamately 5' above the p lorv point qround elevation and 2' above the loweet basement window, witneeaee believe the low point wna quickly dreined after the storm ended which indicaC.ea the pige was free of biockages. Drainaae sys mcs8acityi The followinq i.nformation provides a 6ummary af the storm water drainage system characteristics of the G3.bralter low point storm water drainage system. The current drainage system (after the improvemente of 1988) is sized to handle runoft from a 6 inch-24 hr rainfall {100 yr. event). 6uch a rainfall event has a 311/hour maximum peak intensity. Estimates of the peak runoff rate from a 100 yr. event range from 40 to 110 cfs. The additicnal storm sewer improvements constructed in 1968 added 38 cfe to the diseharge tapacity of the low point. This represenLe a 34 to 41 percent inerease in the capacity over the original deeign and installation. So rn?m ents: Followinq ig incfdental information that ie pertinent to thie issue. + After the flaoding of 1987, hydroloqic / hydraulic evaluations xere aonducted by city consultants and the developer'e de5ign enqineers. Their canclusiona were not coae3stent. The developer's enqiaeera concluded that the system, ae designed and iastalled, pzovided adequate protection from flooding. The City argued that improvementa were necessary to offset the lack of ponding, overland drainage and low house elevations. Consequently the city decided to inatall a storm eewer pipe to provide additional discharge capacity from the low point and iaitiated a lew euft against the Lexington Square developer to recover the costs for the impravement. Litiqation ie pending. * The oriqinal drainage eystem did not incorporate recommended etorm water drainage practices such ess - proper eiting of houaes (some are too low), - site gradSag provisions for overland drainage routes to safely convey excess storm aater runoff that can not be convepEd in the etozm sewer pipe syetems, and - lack of ponding to provide etoxage and reduce the peak rnnoff. Because the above problems were not discovared until a#ter the nrea was almost fully developed, the feasible optiona for improvementa were limited. The best and most feasfble optioa for improving the flooding saEety factor was to install a pipe from the low point to Lexington Avenue. Although this pipe aiqnificantly • improved the flooding saPety factor it was in lieu of the more preferred preveative measuzea listed ia the previoue point. Furthermore the discharge capacity of the pipe to Lexingtoa Avenue ia et or near the feasible limits of gipe hydraulics and cosi eElectiveneas. * The concerne of the home ovmere o£ 3912 and 3918 Gibralter are not to be diminished or taken lightly. However Coneideration must be given to the fact that this nrea has exparienced two highly improbable etorm eventa that have significantiy exceeded tha design storms. It is normal in these matters to hear comments that design atandards ehould be increaeed. Hawever providing protection eqainat a qivea event (euch ea tha Woret storm on record) does not quarantea that n greater runoff event wili not oacur durinq the useful life of the property, Notwithetanding this, we will reopen the project file oa this matter and conduct addStional study to determine the Peasibility of sdditional improvements if you so direot. PREPARED SY: ??S ......__--,...- Je p Bourdon BQNESTROOr ROSENFui AbTDERLIA & ASSOCIATES . t - ? ; F ??-? !;:?,f? • .,??l? ?? ?II??'; ?^? •-?----•-? ?-('-? I . ?6? ?I •J ? ?. _ -?. .: ? a !; a . c . u c c? 03 c , o ' T ? -? ? Y • di,., .. ..: 2 3 4 5..... - , . . - _. ,•..:-. C . ' _`?' ' .:./? J?" • ?' . . 6 Lf CI • J i1 6? ? !1 - 25 50 Roinfa?l F,P4pepcy 1n Yecrg ? r k . C ' PRECfPti'ATIDN FREQt)EN CLlRI/ES TWfh GlTY AE? SourceotDula-tl.SvWeaEher reoeTP.qO ..... .. "?oa" i :ity oF eagen MUNICIVAL CENTER 3830 PIIOT KN08 ROAD EAGAN, MINNESOTA 55122-1897 GHONE: (612) 681-4600 FAX: (612) 681-4612 April 2, 1992 MAINTENANCE FACILRY 3501 COACHMAN POINT EAGAN, MINNESOTA 55122 PHONE: (612) 681-4300 FAX: (612) 681-4360 THOMASEGAN Mwor BURNETT REALTY 1875 PLAZA DRIVE EAGAN MN 55122 Lot 3, Block 7, Lesington Square Addition_-. PATRICIA AWADA Re: 3918 Gibraltar Trail r PAMELA McCREA TIM PAWLENN THEODORE WACHTER Councll Members THOMAS HEDGES Ciry Atlmininafrafw EUGENE VAN OVERBEKE Clry Clerk Per your request, the following information is provided relative to additional storm sewer installation in the Gibraltar Trail area of Blocks 5 and 7 of the Lexington Square Addition. On Sune 7, 1988, the Eagan City Council awarded City Contract 88-16 (Lexington Square and Lexington Avenue - Storm Sewer Improvements) to Glendale Contracting, Inc. The Contract included but was not limited to providing additional storm sewer capacity in the vicinity of Gibraltar Trail adjacent to Lots S and 7 of Lexington Square Addition. The additional storm sewer capacity is noted as CBMH112, CS113, and CB114 on the attached sketch. In addition to the installation of the aforementioned catch basins, an additional storm sewer line was run between Lots 6 and 7, and 18 and 19 of Block 5, Lexington Square Addition, westerly to Princeton Trail. At the easterly right- of-way line of Princeton Trail, the storm sewer was installed northerly along the West property lines of Lots 5 and 6 of Block 5 to a point which is noted on the attached plan as MH-109. From MH-109, the storm sewer continued westerly to the West side of Lexington Avenue to a point noted as MH-105 on the attached plan. From this point, the storm sewer was constructed southerly and westerly into Pond JP-9 located in Patrick Eagan Park. Also attached please find a copy of the general location plan showing the storm sewer improvements as constructed under City Contract 88-16. I trust this information satisfies your request. If you have any questions or need additional information, please contact me. , c?erely, ? iSii}i? h - j I',??:?? Miehael P. Foer-LSCRi, P:E./L.S. Assistant City Engineer MPF/jj Enclosure cc: Mike Dougherty, Assistant City Attorney Tom Colbert, Director of Public Works THE LONE OAK TREE ... THE SYMBOL OF STRENGTH AND GROWTH IN OUR COMMUNITY Equal Opportunity/Atflrmaflve Action Empioyer N ?Cb= ",.-kom , LEX/NGTON aa ? ? - 3 r u I W ?' A W W i66! ?N. NYO 42?? RCP _AYELU? -r. 4 27" Rcp H-10 I I ' 3 B-}MH 3N? ?106; 5 1Sl *** 4tRCP N? nwo. ? ? Xrseam SQUARE ADO/T/ON 22 " '0 ? f? 6??DIP O c. s PVC - ?? ?7. .{ 'j REMOVE B 4 n 21 ti BIk LLL? REPtACE ROAO . ? 5 -'_ -109 ? J Ea. JO" ?LP I 3910 p PRINC. 5 3903 20 GIBRAL ?. _ TRA1 y ? TRAII ?•"_i ..?i . 19 . REMOVf 9 .i Blk. 4 * REMOVE 8 REPLACE 1 EXISTING DECK 7 FNE NECORp 1- pim 98 C O ? I J I? . 8 ? a.e 6,N FLOOw M S91.A' 75oa PRINC ' eso n ? Y ? 1 i . r a? ? 5 . W S ', ? u? } ? c?iGiB ?l ' q 7RAI _ s - R C ? - , ?--nt»-E9 MF s? ? -' _SQ-l -' JC I I ' LB ? H `M ? ? E ? ? o fi n unL T/ EA]EmEi2 ?'I 6K F S.C. 7 ' . W, ??S 4 a9in, , ? IIO.N ? 0 PI I ?I TOCONNECTEX.CB O MH I E..t1"I 12 8 r 3 8 ?^ 1, a . U Trail E. E, OIP e,.s"avc R ? IC nAws. 69/Y2 e 53 B9/41 4 RLST ORATION NOTE- ?r0 'A,•:NT-MED 1_A'NN :REhS RI,HT pF ENTRY HAS OBTAINED COR- _ ... . . . _ _ .. . ?-.-?....-?-?-.-...»-., •dr. . ?i?V?rr. ?.,., , . MM . -WB 7CMM= >y +_ '.4b, 3. C t I ? ?,.t; . C) I Z t -. J I 3 I MH-I07 m ) ?--6- ; cn W _°MM-105? -10 i _ I iz I Westbury Drive i ?? .I--- -- ? T 5 t? .? ? - . P pt R1?K E n? ?N PAaK /p 9 ? MH-lU4 I CL) • Q ? --- - ,` JQc ? o? I ; i J ? ` n+n r; _ .ss n - -' - - - - - MH-101I n `i I I?F Q • Z I 2 I Q (3 ' se ro ? ? `- 1- d %3 MN-109: i'156 i Of I Zt ; 6 I ,? ? o M -no U) - -? I - fl ? Z_. 9"? ? i ,o Cv I tz _ --? . ? 13 - i-?-? ,4 t ? ,QP? o LOCATION PL4N a 200 «0 g,G: n iae? __ QC BONEC7AO7, ROSEtIE, AWDEPLIK, '?n"•??°'"•:"'` PRnwem. n; F vR raru( E oic s?snowo + AND ASSOCIATES. INr' 19Ag ` \•9?.n.aa..oaao.o;nv.c iorta?rwn.iw.'., wa np„i_i9, ?sar z ' 6t ,. SEVERSON, WILCOX & SHELDON, P.A. I.ARRYS.SEVERSON• JAMES F. SHELDON J. PATRICK WILCOX* MICHAEL G.DOUGHERTY MICHAEL E. MOLENDA•' l fr. 0'9's 0.3 0 4'l A PROFESSIONAL ASSOCIATION ATfORNEY9 AT LAW 600 MIDWAY NATIONAL BANK BUILDING 7300 WEST 147TH STREET APPLE VALLEY, MINNESO'PA 55124 (612) 432-3136 KF:NNETH R. 1fAL1. •'•BCOST D. dOHN57'ON JOSEPH P. EAALEY IAREN M.SOLFEST CHRISTINE M. SCOTTLIA ANNETTE M. MARGARIT DANIEL M.SHF.RIDAN TELEFAX Ni7MBER 432-3780 'N.50 LICENBED IN ]OWA ^AL50 LICENSED M W15CONSIN ...p[,gp L1CEN3EO IN NEBRA3I(A January 21, 1991 Mr. Tom Hedges City Administrator City of Eagan 3830 Pilot Knob Road P.O. Box 21199 Eagan, Minnesota 55121 Re: Lexington Sguare Dear Mr. Hedges: OFCOUN3EL JOHN E WICELICH Enclosed for yonr information, please find a copy of a letter I received today (via copy) from Attorney Thamas Scott who is representing John and Carla Screeden who, as you well know, are residents of Gibralter Trail in the Lexington Square Addition. Note that this letter is actually written to and addressed to the attorney for Meritor Development and we have appazentlg been copied solely for informational purposes. Based upon our last meeting, it is my understanding that the Mayor is now going to directly response to Meritor regarding any possible settlements and we will defer doing anything further in this case until we hear back from you regarding the progress or status of those discussions. lf, in the meantime, you wish to discuss this matter in greater detail or I can be of any assistance to you or the Council in this matter, please ca1L me at your convenience. Very truly yours, SEvVr;ic?Ci IL & SHEI,DON, P.A. J 3. Patrick Wi1co SPW:tat Encl. C: Thomas Colbert James Sheldon PS: I will probably be aut of the office from approxi.mately January 23 through Feb.ruary 1, 1991. If any questions ar difficulties arise regarding the Lexington Square matter in my absence, please call Ken Hall of our office. CAMPBELL, KNUTSON, SSCOTT &FUCHS, PA. Atr(xncc, a[ Law Tliom.u J. C.impbcll Ru,,,rr V. Kr.uix)n Thumas M. Jcutt Garv G. Fuclia James R. W.i6mn EI110a B. Knench Gregory D. Lewis Dennis J. Un,cr Mr. Philip T. Colton Maun & Simon Suite 520 3500 West 80th Street Bloomington, MN 55431 January 18, 1991 Re: John and Carla Screeden Our File No. 1990 Dear Mr. Colton: (612) +56-9539 Fa. (612) 456•9542 We represent John and Carla Screeden. Our clients are home owners who reside in the Lexington Square Addition at 3918 Gibralter Trail in Eagan. I am writing to you in your capacity as the attorney representing Meritor Development Corporation in connection with litigation with the City of Eagan. There was extensive flooding to our clients' home on July 23, 1987. The home experienced flooding again on July 28, 1990. During the 1987 flooding, the water levels reached six to seven feet in the home's lower level. This resulted in the near collapse of one basement wall, the loss of two automobiles, the destruction of their personal property and other extensive water damage to the home. The basement wall was replaced. Only the loss of the automobiles was covered by insurance. In July of 1990, our clients' Zot floode3, with approximately five to six inches of water entering the lower level of the house, causing water damage to the home and various items of personal property. I have reviewed various engineering reports and other analysis of the flooding problem in the area of Gibralter Trail south of Savannah Road. I have also reviewed the court file relating to the litigation commenced by the City of Eagan against Meritor, Suburban Engineering, et al. It seems to be abundantly clear that the storm water drainage system servicing our client's property was negligently designed and installed. Your client, as the developer, bears primary responsibility for this situation. In addition to the substantial out-of-pocket expenses incurred by our clients, this reoccurring flooding has caused an extraordinary decrease in the value of our clients' home, and for all practical purposes has made it unmarketable at this time. l'ankee Syuare Office IlI • Suite 202 • 3460 1??'ashin.gcon Dri%,z • Ewlan, *N1N »L'_ . : Mr. Philip T. Colton January 18, 1991 Page 2 We request that our clients' claim be considered in the context of any settlement discussions that may take place between Meritor, and the other defendants in the ongoing litigation, and the City of Eagan. If the parties are unwilling to include us in any such discussion, we will have no alternative but to initiate iegal proceedings against Meritor and the other appropriate parties. Please review this matter and let me know your position within the next ten days. Very truly yours, CAMPBELL, KNUTSON, SCOTT & FUCHS, P.A. B ' ? • om M. Scott ?h TMS:rlt cc: Attorney Mark Bloomquist Attorney J. Patrick Wilcox John and Carla Screeden RECEfVED SeP i 2 12S4 MEMO TOs Tom Colbert Mike Foertsch ? FROM: Jerry Bourdon I DATE: September 11, 1990 u Re: Lexington Square Gibralter low point ---------------------------------------- At the September 7, public works committee meeting we were instructed to conduct an engineering evaluation of the drainage situation at the Gibralter low point. Since then we have studied the scope of work and developed a project approach. The followinq summarizes our project plan. > Check and review the drainaqe boundaries that directly contribute to the runoff to the low point. > Develop a hydrologic / hydraulic model of the system. > Study the engineering alternatives to reducing the risk of flooding. > Prepare a written report for the committee to review. We are in the process of collecting the raw data needed to perform the work. Since the new topo maps of this area will be available in the next two to three weeks we suggest that we wait for this information before significant work on the study begins. The new topo maps will allow us to better evaluate the engineering alternatives as well as confirm the information currently in our files. In the mean time we will compile the other available information so we are ready to begin promptly upon receivinq the new topo mapa. Some of the information needed is in city files. Therefore we request copies of the following. Record plan for the gradinq of North View Park ?D Grading plan for the Westbury 4th Addition S?? v• a'J `I Street record plans (as indicated on the attached map)??? Please keep us informed concerning the county's progress on - the new topo map. h:\jab\eagan\projects\49512\09-11-90 ?f?(o -7 ? 0 3ca :?7 oFeagan 3830 PILOT KNOB ROAD THOMAS EGAN EAGAN, MINNESOTA 55122-1897 MayOf PHONE (612) 454-8100 DAVID K. GUSTAFSON FAX: (612) 454-8363 PAMEw McCREA TIM PAWLENIY THEODORE WACHiER Caunnl Nambers Tr?.vsHEx?s Se tember 4 1990 p , Gty ndmmistrator EUGENE VPJJ OVERBEKE Crty Ckrk ROGER }iUGHES 1026 SAVANNAH RD EAGAN MN 55123 Dear Roger: At the Economic Development Commission meeting, we discussed the storm water problems that have occurred at Newtown Court and Gibraltar Trail, streets that are located within the subdivision where you reside. At your request, I am sending you a copy of an engineering study that was prepared by Bonestroo, Rosene & Anderlik and a copy of the letter that was sent to Mr. & Mrs. John Screeden. Thank you for your concern. Sincerely, l \ Thomas L. Hedges City Administrator Enclosure TLH/vmd THE LONE OAK TREE...THE SYMBOL OF STRENGTH AND GROWfH IN OUR COMMUNITY Equal Opportunity/Attirmative Action Employer r? r?AUO ?_ 0 i990 I? John & Carla Screeden 3918 Gibraltar Trail Eagan, MN 55123 August 20, 1990 Mr. Thomas L. Hedges, City Administrator City of Eagan 3830 Pilot Knob Road Eagan, MN 55122 Dear Mr. Hedges: We are writing to you in regard to the flooding of our property which took place as a result of the rainstorm of July 28, 1990. Our property was inundated with water, for the second time in three years, as a result of this event. As a matter of background, we purchased our home in April of 1986. In July of 1987, our home was extensively damaged by flooding caused by storm sewer backup which resulted from heavy rainfall. We incurred substantial damage to the foundation, as well as interior damage on three of four levels. Both of our cars were totally destroyed while parked in our garage. Since none of the damage to the house or its contents was covered by insuranee, we incurred thousands of dollars of expense in rebuilding and re-furnishing our home. Investigation of the cause of the 1887 flooding revealed that there were serious inadequacies in the storm sewer system in our neighborhood, both as respect to inadequate pipe capacity, and lack of overland drainage routes due to improper site planning and grading. Bonestroo, Rosene, Anderlik and Associates conPirmed these inadequacies, and also determined that several homes, ours included, were set too low relative to the grading plan. Since the development was essentially complete, the only feasible option was the upgrade of additional storm sewer pipe, which was done in 1988, at the direction oP the city. The rainstorm of July 28 of this year again overtaxed the drainage system to the point that rainwater was in excess of five feet deep in the street in front of our home. This precluded proper drainage of our lot, and once again our home was flooded. Witnesses have told us that, had this rain continued even another ten to fifteen minutes, we would more than likely have suffered damage of the same magnitude as occurred in 1987. We have provided a series oP photographs to Mike Foertsch which illustrate that this recent flooding approached the same levels as the 1987 event. agree to a purehase of our property at a price reflecting the value had no flooding occurred, and then seek to recover from the developer (and others) whom we believe are negligent. (We are aware that litigation against the developer is pending for costs associated with the 1988 sewer pipe improvements). Since our home and Personal propertY continue to be seriously imperiled, we'd like this matter resolved promptly. We ask that you refer this issue immediately to the Council for resolution, and that you contact us at your earliest convenience. Thank you. Sincerely, J?hn W. Screeden (456-9474/221-7111) .---- ? (? 1 Carla J. Screeden (456-9474) ec: Mayor Tom Egan cc: Council Members ec: Mark Olson, Attorney .:.. r ? city oF eagan - 3830 DIL01 KN06 ROAD TFIONJS EWN hbyor MINNESOlA 55124-1897 EAGAN , vHONE (614) 45L-8100 DAvID K GU57hf>ON fnX (614)454-8363 DMti1A AKQtiA 71MDAWlEhT' 1HEODpL WAC?rtE4 August 17, 1990 cO1""'""`"'°M 1F1a.v5 NEDGES CRy /Wminora:ar EUGENE VIw OVERsl'_KE Crty CI¢rk MR & MRS JOHN W SCREEDEN 3918 GIBRALTAR TRAIL EAGAN MN 55123 Re: July 28, 1990 Storm Request For Analysis of City Storm Sewer System Lot 31 Block 7, Lexinqton Square Addition Dear Mr. & Mrs. Screedan: The City has completed its analysis/review of the storm sewer system which serves the low point of the 3900 block of Gibraltar Trail. The first thing that was verified with respect to your reported flooding problems was that City Maintenance personnel performed an inspection of the storm sewer system and found it free of debris and blockages. The rainfall amount and intensity used to evaluate the storm event was based on the best available information from the residents in Lexington Square and nearby neighborhoods. Residents of the area reported 411-5" of rainfall within a period of 1-1k hours. A rainfall event of 4"-5" in 1-15 hours as reported is highly improbable and greatly exceeds the intensity of the storm used in storm sewer system design. The system is designed to function properly when a rainfall event reaches a maximum peak intensity of 3" per hour or less, with a total rainfall not to exceed 6" in a 24-hour period. This rainfall intensity design standard provides an "acceptarle" factor of safety throughout the Twin Cities metropolitan area. Attached for your information I have included the report on the storm water system analysis prepared by the City's consulting engineering firm of Bonestroo, Rosene, Anderlik & Associates, Inc. THE LONE OAK TREE...THE SYMBOI Of STRENGTH AND GROWfH IN OUR COMMUNITY Equal Opportunity/AttirmotivE Action Employer Page 2 You have reported water levels such that approximately 2" of storm water covered your garage floor and that storm water entered the lower levels of your home. You also asked what liability the City has in this type of situation. The liability question is one which is beyond the scope of the engineering details involved in the analysis of the storm water system. By copy of this correspondence Z am forwarding your concerns on to the City Administrator's office, the City Council, and the City Attorney's office. Zf you have any questions or need additional assistance, please feel free to contact me. B'tpcerely, : MijChael P. Foertsch ? Assistant City Engineer MPF/jj Enclosure cc: Mayor & City Councilmembers Thomas L. Hedges, City Administrator Thonas A. Colbert, Director of Public Works Jim Sheldon, City Attorney Jerry Bourdon, BRAA pl, 3?'18 G/-a,eAt4-7E?z) MainOi1.ce 511 606R 6915 Nqnway N. 65 N F M-1eqwe1 M?n u55<3] ?? Sa,mGU?<e ., 1 bJ 4 Mwunpe! fnpvirm? ..SeJ Tnnry . ?'/ . Lend Plenvn? 110? C?dl lluntl 890 65 10 ¦ Bu,1.-ur M,•1n1wu 55337 Certiticate of Burvey for 00r71 uND (20. Bearings Shown are Assumed. o Genotes Iron hbnument. o Denotes 10'6)Foundatian Corner Stake. Denotes Exlsting Elevation. Denotes Direction of 5urface Drainage. PROPOSED ELEYATIONS Top of Btvck Lowest Floor Garage Floor 7 30 ?ST A Frjp F-} WU5 TOhS :M Sca/e 1 mch 30 t eY _ _ - Q ? ' 5 1 SIDEY 5,02 - C -=? - --- - - - 1? -??? ? oRiv - -- - nn ? - - - -- - ? wnY I P ; a?. I5 GRAWL I i l O o ? I ? I I ? Q N , ? ?I I ?o - O L - -- - - - - - y -- ? .40 TO' Si?E.?ap,D 30? I?' 2?? N.gp•oo'Op.,w -GRa?? ?L,= 888,`t ; -TD? p? BL.OGK EL, =g89,/ i - EL. !t OF 571=?.EET = 66_b: (p - EL, OF STREE T TO TOP OF 3LOCKc 2.? SANITARY SEWF-R i1avE'R-r_8-?S z ? oT 3, l3co cl? 7 pokofd ?'ovr,fy, 14 innesofa 1 6enby eollly oAat eAla 6a Iru• ghd terr*el repr?a,,elellee ei e surrey el 1h• 6eunderio ef rA• ebe" hswlbH Isnd, enki N IAe lstaflon o} 0 1 bullllnr ?? !hu?? ? and sil vlsibl• •nwee<hmeMs, i/ anr, lrem er on 6eN land. Ar surwyed 6y Te '6b 4.Y e/ y,,,/ ?.,? A.D. 19?. . fUmURIAN INOIN[[ IN6, INC. teste..? s wre.. ?4teoI ?r C Not Publifhed: All Rlqhts qoyrvrd= , '??YSVROAN MamOlLCe 5716066 ??MOIMttRIMO 6B)5 N?gnwa? No 65 4F Mmneqwi?v M??newu55a3P IM(, , SoumG?fiee 89065t0 <trJ 4 Muxr?pef Enlw..me ?.cad TnuM ? LanLSu.w.?.? ? Land Plamm?! ? 10, C???i Ruan ?a Bo.nndie M.,n,ewu 55337 Certificate of Survey for [?QT FL UND (20. Bearings Shown are Assumed. o Genotes Iron hbnument. ? Denotes 1016)Foundation Corner Stake. Denotes Existing Elevation. Denotes Direction of Surface Drainage. PROPOSED ELEVATIONS Top of Block LoweSt Floor Garage Floor J I .' S' Slbe? ? ?J \1 c e ? --DRIV wAY I --- - ? cNi ? l 9 q' ??tD S GRAW ? ? --- ?-- - -- - -..*- --- - - 30 --: - - ? S-I' A F SO 1-1 . NCzg TOI.1 _.?, - - i .JCCY/P' mch=30teef ?^oo oo°E, I ;5. 02 Bqo ---- --- -------? h 03 - ? O - _ . I ~ M I'D ? .? I C-11 o - ------ ---- `-'"----JS N '\TO' SiDEY"D - 30, L I7' _I, z-7i 1'1.I9y^00'00„YV I -49' pp. BLC:>GK EL,.=_889,6------- ? =EL. ? OF S 71:?E ET = 86=?? (p - oF S-rREfT T'o - - ---- _ TO-P oF a Lo c+5 = z, 9 -- SANtiTAP1Y_ SEWER_INVE-_878,2. LoT 31 [-?LO Ck, 7 L, EX1NG TOIU _-SQ.UQ QE pakofa C'puh fy Annesofa 1 Aereby ee.rlly rheo Ih4 b tl fru• end <srncf repnatnfe/len e/ e surrey N fh• beundaries ef th• ebere do<ribd land, and el fM Iswllon N? 1 6u11din ? 1 ?rwr ? and ell vldble on<reaahments, if eny, lrem w on seld lend. •s surreyed by me IAi,d.y oIP ?.Lv-? I.D. 1Vi. 5101111URNAN INOINEi1lINO, INC. Iqln?u y?j v?yen ?8S ¢0I .. 6Y ??OL?? ? rvot ruoumea. an ripnu Hwervrtl REQUEST FOR ELECTRICAL INSPECTION °`?A EB-00001-08 / ? ? ? See mstmclmns far completinq this imm on back al yellaw copy S r. , h- fJzv?,-Xc V V d'?i 6,• 'X" Be/ow Work C?veraj '?y This Request ?.:s.•<°' e 4IL, R p. TypeofBwltling App6anCeSWved EqwpmeniWned X?j Home Range Temporary SeNice Duplex Water Heater Electric Heating Apt Budding Dryer Load Management Comm.llndustrial Furnace Other (Specify) Farm Av Conditwner ?Otherlsyectlyl Compute Inspectron Fee Below: Comractor's Remarks Oiw- ZL # Other Fee # ServiceEnlranceSrze Fee # Crzcuits/Feeders Fee Swimmmg Pool 0 to 200 Amps 0 io t00 Amps Transformers Above 200 _ Amps Above 100 _ Amps 9gns , mspecmr's use omy 707AL Imgation Booms O• -LD Special Inspecnon AlarmiCommunication THIS INSTALLATION MAY BE ORDERED DISCONNECTED IF NOT Other Fee COMPLETED WITHIN 18 MONTHS. I, the Electrical Inspector, hereby Rouqn-in oaie certity that the above mspection has been made Finai ( OFFICE USE ONLY Thrs requeat voitl iB mon[hs Irom. / 1111W 6 321 ` Repuest Oate Flre No ugh?ln In lion Re .etl Inspectron Olher Iiiian Raugh-In i3 (VOU mu61 inspeci nen reaEy) ? ? Reatly Now iil No01y Inspedor Vea No DateReatly I icensed contractor D owner hereby request inspection of above electncal work at: Job Adtlress Slreet Box or Route No j Gry Lt7& Secbon No Townsnip Name or No Pange No County L `?7 1T Occupanl(PRINT) dlw sA /y1 C Ppone No -- .t i s .6z. Pawer SuoPlier Atltlress Eleclncal ConVacmr (C ompar,y Namei Contr actor5 License No . r G M lD l?lQ ? V ec r ^ 12-3 77 Meuing Adtlress IConheclor or Owner Merciny Inslellauom zs-cs 13011 AWhonzep & namre ?COmra Owne r Making Ins? alla tion? PM1One Number ? ? ? M/Il A 1 l nT? 1 MINNCSO?TE BOARO OF ELECTRICITV THIS INSPECTION REQUEST WILlO T Grlpgc-Mitlway BIOg. - Room 5-1)3 BE ACGEPTED BY THE STATE BOARD 1821 flnrversrty Ave. St Peul MN 55100 UNLE$$ PROPER INSPECTION FEE IS Phone (612) 6424800 ENGLOSEO þý ÿþþ ýüûüýûû úþþ ûîç èüïû ãã ÿ ÿþ÷ üûúùø÷ ÿûùø÷ õùø÷ õòÿêÿà òê ÷ ßûÿ ÿûÿ îû÷ø ð üïû ö ÷í ÿì ì ïû ÿ ÿú ÿëé òò÷ ÿýéé þ ÿ÷ ëééÿ÷ é ÿë ú è ÿ ïû úøòÿ é øì ÿë ÿ ö æääëãäëäã öú üûì ÿ æëãâëâã çû ýë õô ÷óò ÷÷ å ìþè îÿì ãäÿì âäÝúù í Ýí ß þôàãã óãñää ä ì úøò ììí ìÿ÷÷ÿ ìì é ÿ ÷øòì÷÷ú ü éô ÿüû ÿøéþî ÿë ÷÷ê üû ÿÿû øüû ðü ï ÿþ þýýüÿûúûù øüüýýî ïí éæÿô îððé þý ýüûúøöß ù üûú ø üûúøöß ÷ößìú úê ùùîéîãúû Þÿ ô ë ú åóó ô ý ç ä ÿööúÿþä ä ÿ ý úçùä äúä ç ù ýæ ô ýûöÿäûóç ëèéÜèííçðíçîíð öø ó ÿÝèéÜèçðçð Ýéþç õó òñ úú Ü ó æ ãó ðíó óéíâý ü ÿò÷ððé ñðïííéí ó ýûöÿó óå óúúóóä ÿ úûöóúúý äòùûä ÿã ç úúß ÿ ûÿ PERMIT City of Eagan Permit Type:Mechanical Permit Number:EA124035 Date Issued:06/19/2014 Permit Category:ePermit Site Address: 3918 Gibraltar Tr Lot:3 Block: 7 Addition: Lexington Square PID:10-45075-07-030 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. Craig Angell 12253 Nicollet Ave. S. Fee Summary:ME - Permit Fee (Replacements)$55.00 0801.4088 Surcharge-Fixed $5.00 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 - Daniel Oshea 3918 Gibraltar Tr Eagan MN 55123 Angell Aire 12253 Nicollet Ave S Burnsville MN 55337 (952) 746-5200 Applicant/Permitee: Signature Issued By: Signature PERMIT City of Eagan Permit Type:Building Permit Number:EA125002 Date Issued:07/16/2014 Permit Category:ePermit Site Address: 3918 Gibraltar Tr Lot:3 Block: 7 Addition: Lexington Square PID:10-45075-07-030 Use: Description: Sub Type:Siding Work Type:Replace Description: Census Code:434 - Zoning: Square Feet:0 Occupancy: Construction Type: Comments:Please leave printed pictures of house wrap on site for the final inspection. When installing ventilated soffit material, remove existing material (i.e. debris that could block vents) and take steps to ensure maximum ventilation to attic. Call for final inspection after installation. Valuation: 4,000.00 Fee Summary:BL - Base Fee $4K $103.25 0801.4085 Surcharge - Based on Valuation $4K $2.00 9001.2195 $105.25 Total: I hereby acknowledge that I have read this application and state that the information is correct and agree to comply with all applicable State of Minnesota Statutes and City of Eagan Ordinances. Contractor:Owner:- Applicant - Daniel Oshea 3918 Gibraltar Tr Eagan MN 55123 (651) 707-3917 Krech Exteriors Inc 5866 Blackshire Path Inver Grove Heights MN 55076 (651) 688-6368 Applicant/Permitee: Signature Issued By: Signature PERMIT City of Eagan Permit Type:Building Permit Number:EA163666 Date Issued:09/09/2020 Permit Category:ePermit Site Address: 3918 Gibraltar Tr Lot:3 Block: 7 Addition: Lexington Square PID:10-45075-07-030 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 - Daniel Oshea 3918 Gibraltar Tr Eagan MN 55123 (651) 302-0041 Built Strong Exteriors Llc 2215 Quebec Ave S Lakeland MN 55043 (651) 702-1300 Applicant/Permitee: Signature Issued By: Signature PERMIT City of Eagan Permit Type:Building Permit Number:EA169958 Date Issued:06/16/2021 Permit Category:ePermit Site Address: 3918 Gibraltar Tr Lot:3 Block: 7 Addition: Lexington Square PID:10-45075-07-030 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 - Daniel & Suzette Oshea 3918 Gibralter Trl Eagan MN 55123--150 (651) 405-1807 Krech Exteriors Inc 5866 Blackshire Path Inver Grove Heights MN 55076 (651) 688-6368 Applicant/Permitee: Signature Issued By: Signature