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777 Trotters Ridge CITY OF EAGAN 18396 3830 Pilot Knob Road, P.O. Box 21-199, Eagan, MN 55121 PHONE:454-8100 BUILDING~P.ERMIT Receipt M ' To be used for S~ ~/GA$ Est. Value $126 •000 Date sgp 24 , 19 90 Site Address 777 TROTTER3 RIDCB . Lot 31 Block Z SecJSub.aRIDIE RIDGE ZND OFFICE USE ONLY R-9 I~-1 P3fCel N0, Occupancy FEES Zoning PD R-1 W Name FICOCELLO CUSTOH HOMES (nM„ai) co~i Bldg. Permit i31.00 ~ Address A ST (Allowable) v N Surcharge 63.00 City Phone # or stones ~s~~ length Plan Review ` o Name oepin ~ snc, acy 1~•~ 0~ Address S.F. Tolal - SAG, MCWCC 6oo•oo ~ CIty Phone S.F. Foolprints - 625.01) On Site Sewage _ Water Conn ~ W Name on site wen Water Meter U; Address ti+wcC Syscem 3p .Qp d City Phone ciry water ~ ~t. < PRV Required ~ S/W Permil 30'oo I hereby acknowlege that I have read this application and state that the Booster Pump - Sryy Suroharge '50 informa6on is correct and agree to com ly w II appl able Slate of 252 Minnesota Statutes and City agan~na Treatmant PI Slgnature of Permitee X~' APPROVALS Road Umt 355.00 FIdOC8Li.0 CUSTOl4 HOi~ES Piar,ner A 8uilding Permit is issued to: - Park Ded. on the express condftion that ali work shall be done m accordance with all Council 4.50 applicable State of Minnesota Statutes and City ot Eagan Ordinances. gldg, pff. _ Copies 3+3 S6•00 ~ Variance - TOTAL Building Official ~ ' Pprn,e No. Pertnu naa.. oot. T.Npnor» # WATER y ~ y (g D SEWER PLuMeINc MZ& ~.v.~.c. E~~~ Imp.o,ia, Dat. Insp. Comm,.nts Footings 1 frartiing ~e RoofiN Rough Plbg. ~ d ~ ~ Final HEg. Fu~al Plbg. Cpnst. Metet Plbg. Inspeclor - NoUty Plumber EngrJPlan 8109- final b~ Oedc Flg. Deck Final weu Pr. oisp. ~ . PLUMBINO PERMIT For Office Use Only CITY OF EAGAN PERMIT # ,4~..:_;~y CONTRACT 3830 PILOT KNOB ROAD, EAGAN, MN 55122 RECEIPT# PRICE ' PHONE 4548100 DATE: ZO/2 Site Address BLDG. TYPE WORK DESCRIPTION ` Res. New L Lot , Bbc Seq~Sub Muh. Add-on t~ ~ Name ~ ) Comm. Repair Other ~ Address ~ c City p..:i\ ~l Phone RES. PLBG. ONLY - COMPLETE THE FOLLOWING: - NO. FIXTURES TOTAL Water Closet - $3.00 $ ~.n,(;) ~ Name ~ Bath Tubs - $3.00 no ~ Address Lavatary - $3.00 ~ City "n m l Cl tp- Phone - jz-- shower - t3.00 - - - . _ _ _J,_ IGtchen Sink - $3.00 (;;)Q ~ UrinaVBidet - $3.00 FEES Laundry Tray - $3.00 COMM./IND. FEE -196 OF EONTRACT FEE -4_ Floor Drains -$1.50 APT. BLDGS. - CAMM. RATE APPLIES Water Heater -$1.50 TOWNHOUSE & CONDO - RES. RATE APLLIES Whirlpool - $3.00 2.Cx:> MINIMUM - RESIDENTIAL FEE $12.00 Gas Piping Oudets -$1.50 ~ MINIMUM - COMM.IND./FEE $20.00 (MINIMUM -1 PER PERMIn ` STATE SURCHARGE PER PERMIT .50 So(tener -$5.00 (ADD a•50 S/C PER EACH $1,000 OF PERMIT FEE) Well - 510.00 Private Disp. - $10.00 Rough Openings - $1 •50 4 . ~ , S GNATU PEaMrrrEE PERNqT FEE: 41..oc.1- STATES S/C: ~Zlp FOR: CITY OF EAGAN GRAND TOTAL- ~(p-._.-n PERMIT li MECHANICAL PERMIT RECEIPT # • CITY OF EAGAN 3e30 PILOT KNOB ROAD, EAGAN, MN 55122 DATE ` CONTRACT PRICE: PHONE: 454-8100 For Office Use Only: Site Addryss BLp~`,, T1/pE WORK DE8CRIPTION lot Block Sec/Sub Res New ' Mutt Add-on m Name Comm. Repair ~ Address Other c City Phone FEES ~ Name RES. HVAC 0-100 M BTU -$24.00 c Address ADDITIONAL 50 M BTU - 6.00 p Ciry Phone (RES. HVAC INCLUDES A/C ON NEW CONSTRUCTION) GAS DUTLETS (MINIMUM - 1 PER PERMIn - 1.50 EA. TYPE OF WORK COMM/IND FEE - 196 OF CONTRACT FEE Forced Air M BTU APT. BLDGS. - COMM. RATE APPLIES TOWNHOUSE 8 CONDOS - RES. RATE APPUES Boiler M BTU MINIMUM RESIDENTIAL FEE - ALL ADD-ON 8 Unit Heater M BTU REMODELS - 1200 Air Cond. M BTU MINIMUM COMMERCIAL FEE - 20.00 STATE SURCHARGE PER PERMIT - .50 Vent CFM (ADD a.50 S/C IF PERMIT PRICE GOES Gas Piping Outlets M BEYOND $1,000) Other FEE SIGNATURE OF PERMITTEE $/C: TOTAL FOR: CITY OF EAGAN ~ SEWER & WATER PERMIT OFFlCE USE ONLY i CTTY OF EAGAN METER #.~F~'~ c'l•~ ~S PERMIT DATE t) 9/ 2 8;~ ~ l) 3830 PilOt Kt10b Rd. CHIp # 013897' 9 pERMIT # Q I Esgan, MN 55122-1897 i METER SIZE ~ B.P. RECEIPT # DATE SEP 24, 1990 ISSUE DATE B.P. RECEIPT DATE 1L PRV - BOOSTEH PUMP SITE ADDRESS 777 TkOT ? E RS R LDGB PERYIT REQUESTED LOT BLOCK 2 SEC/SU6 BRIDLE RIDGE 2ND x SEWER X WATER - TAPS APPLICANT: ADDRESS: - COMM/IND 1L RESIDENTIAL CITY, STATE ZiP X NEW - EXISTING PHONE: ,Q Lawn Sprinkler Meters are to be Instalied PLUMBER:~ Ahead of Domestic Meters on Water Line. ADDRESS: s r~ E Credit ILL NOT iv Deduct Meters. CITY, STATE 151,41-016 ' ZIP ` PHONE: ~ k -6t70z ~1 AGREE TO COIIAPLY WITH CITY OF OWNER: FICOCELLO CtlSTOM HOMES EAGAN DI CE ADDRESS: 15959 ZUMBROTA ST CITY, STATE EiAH LAKE, MN Zip 5 S 3 0 4 ' pNpNE; 434-3694 SKiNATURE WHEN METER ISSUED ' PIEASE ALLOW TWO WO~RKiNG DAYS FOR PROCESSINfi. CALL 454~5220 FOR INSPECTIONS. FOR STORM m-qEWER PERYITS, CONTACT ENGINEERINCa DEPT. i SEJIEW&MIATER PERMIT OFFlCE USE ONLY . CITY OF EAGAN METER # PERMIT DATE6yI~f3L 3830 Pibt Knob Rd. F_8Q8f1, MN 55122-1887 CHIP ~ PERMIT ~ 11 GS9 .~f = METER SIZE B.P. RECEIPT # DATE o "2 4• t i ~ r' ISSUE DATE B.P. RECEIPT DATE ' v x PRV - BOOSTER PUMP SfTE ADDRESS L' T ~~i" n 1 PERMIT REQUESTED LOT 31 BLOCK ~ SEC/SUB B~ IBf•= t~Ii:~:l? 2~~L X SEWER WATER - TAPS ~ APPLICANT: ADDRESS: - COMM/IND RESIDENTIAL CITY, STATE ZIP x NEW - EXISTING PHONE: ) Lawn Sprinkler Meters are to be Instailed PLUMBER' /~~~E~% ~'''1 `~G Ahead of Damestic Meters on Water Line. ADDRESS: 7/ y rs '1r/ >r• N E Credit ILL NOT be~giv ~tor Deduct Meters. CITY, STATE ?C ? ' ZIP PHONE: y,P~ -~'2fL i ' ? ~ ~ 1 AGREE TO COMPLY WITH CITY OF , OWNER: FICOCELLO C`.;:;TO:: HQMES EAGAN ORDINANCES ADDRESS: 15959 2llAlBR0T/, JT ' CITY, STATE ":A'.i LAlCE, 1L': ZIP "'3"' ~ PHONE; 434-3689 SIGNATURE WHEN METER ISSUED PLEASE ALLOW TWO WORKING DAYS FOR PROCESSING. CALL 454-5220 FOR IN3PECTIONS. FOR STORM SEYYER PERMITS, CONTACT EN(i1NEERING DEPT. PERMIT# 9 /V1 RECEIPTDATE: 8008 fiESIDENI7AL PLUM$INfi i'EfiMIT 1kPPL1CAT10N CITY OF EAfitkN 3830 PILOT KNOB iZD EAHAN, MN 55122 651-681-4675 Please complete for. sic-" ' " `--~'--'yhen permits are required for each unit, b2 PETERSON,TOM 777 TROTTERS RIDGE EAGAN, MN 55123 SITE ADDRESS: (ssi) 456-9187 OWNER NAME: : i TELEPHONE ~ (AREA CODE) INSTALLER NAME: TELEPHOiJE (O IZ' g 2-7' 4d B3 STREETADDRESS: 20(05 GGtr'F~CIcI Ay+Lhae. SO1.O't-t (AIREACODE) CITY: rV1p 16. STATE: M~ ZIP: 55L409 _ SEPTIC SYSTEM, new/refurbished (requires two sels of plans and MPC license) $ 100.00 includes $40.00 County fee Note. Additional consultant fees may apply • MODIFICATIONIALTERATION TO EXISTING DWELLING UNIT, INCLUDING: _ Adding fixtures to lower levels or room additions, exGudinq waler softeners and water heaters. $ 50.00 _ Abandonment of septic system. _ Water tumaround - exisling dwelling unit 5/8" meter if needed -$118) Other: _ RPZ: new inslallalion/repair/rebuild $ 30.00 _ lawn irrigation system I ReplacemenVadditional: _ water softener X water heater $ 15.00 State Surcharge $ 50 Total $ ~ 5 •SO I herebyacknowledge lhat I have read lhis apphcation, state that Ihe mformation is correct, and agree to complywith all applicable Cityof Ea an ordi is the applicanCs responsibility to nolify the property owner that lhe City of Eagan assumes no liability tor any damages ca r~f}ts~r a operational and maintenance activities lo Ihe facilihes constructed under this permit wdhin City property/righl-of-wayleas ~i t_ ~ U SI A E OF PERMITTEE FEB A26 ZUU BY , / -:EP-2 4-191 0 FR. I 1i-E TC. F r-10RTGAGE F' • • ' . • . , . ' , ' , . . _ ' ' _ , • , , J:x+ERz'~cR ~~~.rivFt;oPE~ A~~i-,=.'S'F: cM p ~.i~~ ~ . . , . . . ~ "0 sFp2 ~OD . • , ' STaE ADDRESS ' ~'J,,,*~!~, ~ ~ j~~~%`'~-'~ ,y~. ~ . . COh: RACTG.; •DA'I'E 11 = . . - ~ . Le.ter:q!~na •scuare I oaItage cf each. ' ; . 'Arez . , 21 SC ' 'z : . x • ':u,a~ .roo4%•cp~ ng~~~•rea ~sc~ ft. ' : • ~3. ~ 7ti tz~ . r ioo^Jcz t :a: ea f t ebove floot• - . . ' .itit t,. val± uindcw area . . . . . . . . Z-1517~• , : , • b. ~.2cta-L. co-or area . . . . . . . . . r-. •a__ • . ' ~ • c. ~ Tctaw .l;d-ni •sizss door area. . . _ ; - ~ . ••d. ' ' Tc tat ~z i.: E '_ace we.11 -a: ea . . . . . ~ ~ • , ~ . e. "lot" ai wall f~a~~~'ng z:e3 (aveM~,ge 10%). Z ~ i ~ . , ! -TctaI ;n er ~al1 ~.rea zbove f;Lcor . . . .~c~_ ' . . ~ g. ~'Totzl riT 'aist _area . . . . . . Z.2~ ~ot'dZ ~@Y. OSE'd :o:.i'.~~.d i`.? Oi. 2':`ea _ ~ ~,~'h. -Tota1.:foun'aci.on wanccu arpa . . . . . d ~ . •i . Ta:a? -ne IC a 6ovs grae.e. ! ~ ~ , •,ti . , . . . . • i:ete::,,_;. "U„ valie of ecc;;saalA sed;r~ent. ~ ~ ~ ' • • ' . ~ ~ ; • „ ,F;.. ~ x U f l ~ ~ . b • ' sp~,,.~ ' _ X . ir ~ i~ ~ y~.w.~~•..._-.. , . , u; i t - - - - - 7- R . , ' . e - P~--- - . x i, uti .1 • ~ . ~ ' ILT-~;~_ X ~ • ~ L 2 . x - - . ~ ; ~h,~-.--...___ x ?,~rf~ - ` ~ : . ~ ~ . . . . z _ x, r, L ~ 1 a ~ ° . . ~ , . . . . . • ~ ' • . : . SUBTG?'AF. . , . . . . , . • • . . ' . 4. • : ' • _ . ~ • . . . . . , : GTAL . .'L~ ~ ` _~.1 ' ,~R'' ~ • • . • 41s the s~me ~,s, or J.ess •t`~er.' itEm f1, :yau have •rret.'the . i~tent ,f .'SBC 6005 (c) 2. - ~ : ' . ' • , . , ~ • , , ~ . . ~ . ~ , . SEP-2 1-5+~~ FR I 1?= 1 F=. TC: F r•7 ~=i F^.T 1- HGE . • ~r:ttU : N5. WAL4 .'nt. Air ba , w/ S.Ft. 9 SIDING S.R. ,4s Stu•.I : Sh t ""s . S i d'i ri $ L ,:NTG. E x r . A i r .17 xt. Air .17 ')tal "x?' =23 .o: Z _ liult ~ ~_...r._ ~ THRU CL~. ''nt. Air, .61 ',ChRt! f:LG. Ynt. 1~ I P. i r z i7EM't3£R r• ? i . ' S.R. tTSL:~~ Clg. ;emb. a 44:~ . s rr.s. ~ ..!i11 Air _~61 Otzll A.:r 61 " t<3.~ i~Rri TQtc3.t ~~~'H ~ ~ C~ 1~ ~ f,~ f. ` , . _ _ ~ ? / Fc I ~ T~ Tnt, a Air C.B. fd ~a'a ~2.,.. , Opi . 1"5 . / ~ -50 , ~ WOQ;j .Z . $s e I.J ~ Ext. , zr .1 ~ , . . ~ * S.R. . . ~ . :ing oL. Si'..l . _ ~ 4 ~ I ~ 4 I :.'I F •Vl ~ ~ . A i r . 2 7 -r , TOtdZ II'tt E • , •/r ~ _ It~ ~i F"'.~ ~~,I~ rSC}C . "R IO 71 v L ~~l ; , . ' . . , '~J ' ^ . . ' . , . . . • . ' • r • . • . ' 1 . , ' 11 • , . . . \ , . . ' ~ . ~ . ~ - , . • . • . . . ~ • ' ~ • . ~ , . . . ~.~'r ` . , ~ , ~ . . ~ . . ~ ~ ~ . ~ ' • k . ~•a, S ~ ' , ' ~s ~ ~ ~ ' ~ . . , . , . ~ ~ ~ i;± ' ~ . ~ . . - . ~ . ~ _ . , 6.f. . ~ . . ~ , ' ~ . ~ ' r ~ , , • ~ ~ ' ~ , . ~ ~ • ~ ~l J '-'G"'.~ • ~ ~ .Gtdl CY"OS°G a:`2u~ - ~ - ` - , ta i skyl::p,lh: zrea. . . . . . . . . . . . . . . . . . . . . . . . . . , .k. ;ota7, flat roo:!ceil,irg fr,::rnin-n rea.......... ? . 70 taI nefi i nsu:'toteI r7 a t roaflceilir.g zree. .iorO l vault ~raTi.rz z^ea . . . . . . ' ~ / ~ n, 'etal neC -sulEted vault ocf/ceil.r,~ area.. ~eternir?e u". va1ue ~.:o* each •.~Cof/Cei? 1ng-se-?-- ~ . ~ • : k . . ~ r:: x . „ u ' • •~t LT "~"'L'"_= _ _ r'~ C".' - ' t : • ~ , ~ ~ ' ~ ~ ~ ' ~ ~ ' ' ~ ~ ' ,'1} . v i , 8 • • . • ~ • w ~ • • • • • • . • • • • • . • . • • . • T~ t': • • . • . . . . . . . . . . - ~:l4td.. af 'totaof :is+~thE •s ~ ~ • - . ?Tp as, cr'],ess z:,an ~f- 2y7et,the ~ ,1 ntzn l Cyf:SBC .'60 06~C1I. . ' ' ' • . . aota.. -exp.osed -.T.lcor/can ~ . r : ez ; . . ~ . ' ~ ~ : - , . . . ~ . , ' , , . . • • , : .c~ ' .'_ota? cG;~:: ~fz~G;jTG ~,rez avr: 2'v e . , . • ..1.~ , ~ ~ . . P To ta1~-~.net -insu_a~: ecl rlocrlcant . area . . . . . . . . r . _ ' , • , : ;.L•et~rr;i,^,e "u.va"_uE ,fcr ez. c:-? f.lcor/car, t ~ $e :;.e , t , ' . ' • • p• ~ • • , '~~S , ~ . Q' 1..~.+ ~Y ~ . ,~.6. .......~..:z"ot a I •,o t a I af #6 is t'r:e 'Sa,,e as or '2 E5S t~zr. V 3, `yo,_ mz' the • .'i:ttent of -SSC '~'J06(c}a". ~ - . : ' , , ~ . ~ • . , • , . . . . ~ • • , ' .-.~•;'A"t,TIANA:F •:U?L-,~I":G lT:~FLOP= DrSyCK ' • . ; , : 'S; • ,TO ' ' "«.'.I ~ ~ .l'w'• ' . . ~ . . . . _ • ' • • ~ , ~ ufili.'ze the';~ctal en'velopP sys tern m ethoothe :vai„ tab lis}^ed~ by . t}:e . sum of ',ite~is ri 5- Gnd~~~. r 6. ;,ha1.1 ~no ~ 'be' 'greP ~ .,-,an the ~of' -41 -~and .~~3~. ~ , . . . ~ . ' ~ • • ' ~ . . . .•t . ~ ~i. ~ . . ~ • . ' ~ . ~ • i repa re'd 'by_ . , - ~ . ~ ~ Date CITY OF EAGAN NO 18396 3830 Pilot Knob Road, P.O. Box 21-199, Eagan, MN 55121 BUILDING PERMIT PHONE: 454-6100 Receipt a I} /O Tobeusedbr SF DWG/GAR Est.Value $126,000 Date SEP 24 , ~g 90 SileAd'dress 777 TROTTERS RIDGE Lot 31 Block z SeGSub. BRIDLE RIDGE 2ND OFFICE USE ONLY Parcel No. ocapancy R-3 M=1 FEFs Zoning PD R=1 w Name FICOCELLO CUSTOM HOMES jActuapCOnst V-N BIdg.Permit 731.00 s~ Address 15959 ZUMBROTA ST (Aliowable) V-N 0 City HAM LAKE phOnO 434-3689 +v ol Storres Sumharge ~3 •0 Lengm 7$' PlanReview 475.00 ZF Name SAME Dapth 4~ SAGCity 100_O~ Addt2sS S F. Tolal ~F SAC,MCWCC 600.00 City Phone S F. Foolprinis _ F On Site Sewage _ Water Conn 69 S!1o ¢ Name On Sne wen Fw X WaterMeler qn_no si AddfQ55 MWCCS stem aW Cit Phone cnywacer x AttLDeposl 30.00 y PRVRaqmretl X S:WPermit 30.00 I hereby acknowlege Ihat I have read this application and state that the Booster Pump - SiW Sumnarge .50 information is correct and agrea to comply w II applicable State of Mmnesota Stawtes antl Cit/y Joaga~n~/j~J fna e rreaiment Pi 252.00 Signature of Permitee AVPROVALS Road Umi 355.00 A Building Permil is issueC ro: FICOCELLO CUSTOM HOMES Pianner - park Dea, on Ihe express condition ihat all work shall be done m accordance wtlh all Council aPPlica6le State of Mmnesota StaWtes and City ot Ea9an Ordinances. Bttlg. Off Copias 4.50 y~ _ BuildingOfficial_T/\pj~I Bzrl- ID~(j Variance - TOTAL 3,356.00 Address: 777 ~p~Rq RIDGF, Lot 31 Blk 2 Sec/Sub BBIDLE RIDGE 2ND These items were/were not complete at the time of the final inspection. DATE: iVOVQ9BER 29, 1990 Yes No INSPECTOR: p g` Final grade (6" from siding) t~ Permanent steps - garage Permanent steps - main entry ~ Permanent driveway Permanent gas ~ Sod/seeded grass L/ Trail/curb damage ~ Porch Basement finish ~ Deck Please varify with the builder the removal of roof test caps from the plumbing system and tha shut-off of water supply to the outside lawn faucet before freeze potential exists. White - City copy Yellow - Resident copy Pink - Contractor copy J d ~.e~#ifir~#r vf (~rru~ttnr~ Citp of (Eagan 'DPpa1'tpiPltY of ~U[1Dt1t~ ~tt8#IPLtiIIt[ This Certificate iuued pursuaat to !he reyuirementr ofSeclion 306 ojlhe Urrijorm Building Code ceru'jyin8 rhat ar the kme ojisruance thissducuve was in rompliance wilk rhe various , ordinancer oJthe Ciry regulakng bui(ding rnmmrclrort or use Far Lhe followirsg: ~ U. akzicpbo, SF I161G/C11R ewg Peratic rm. 18396 Trac~ oa,W.,ryrya R3/MI Zo ,;,gauia PD~~ VN o~«ewaa, FSCOCMM Q1S7iM H@ffS A&,~ 15959 7.[$MTA SPs HAM I.AHE 777 '~DTfE[tS RIDC3: Loalky I,31, B2, BRIDIE RD)W ewmo,gAm4~ NOV@1mZL 29, 1990 POST IN A CONSPICUOUS PUCE 1990 BUILDING PERMIT APPLICATION CITY OF EAGAN SINGLE FAMILY DWELLINGS MULTIPLE DWELLINGS COMMERCIAL 2 SETS OF PLANS 2 SETS OF PLANS 2 SETS OF ARCHITECTURAL 3 REGISTERED SITE SURVEYS REGISTERED SITE SURVEYS - & STRUGTURAL PLANS 1 SET OF ENERGY CALCULATIONS (CHECK WITH BLDG. DEPT.) 1 SET OF SPECIFICATIONS 1 SET OF ENERGY CALCULATIONS 1 SET OF ENERGI CALCS # OF RENTAL UNITS # OF FOR SALE UNITS PENALTY APPLIES WHEN: TYPING OF PERMIT IS REQUESTED, BUT NOT PICKED UP BY LAST WORKING DAY OF MONTH IN WHICH REQUEST IS MADE. LOT CHANGE IS REQUESTED ONCE PERMIT IS ISSUED. NOTE: ADDRESSES FOR CORNER LOTS - CONTRACTOR/HOMEOWNER MUST DESIGNATE WHICH ADDRESS IS DESIRED. NO CHANGES WILL BE ALLOWED ONCE BUILDING PERMIT IS ISSUED. PROCESSING TIME FOR SEWER & WATER PERMITS IS TWO DAYS ONCE A PERMIT HAS BEEN COI-fPLETED. PERMIT MUST SHOW A LICENSED PLUMBER. _SEP 17 RECn ff~l< GJ ~-7 To Be Used For: ~p7`7s rc~// /J /^9~ Valuation: 1Z6P1000^ Date: '/9U Site Address OFFICE USE ONLY . Lot Block FEES A Occupancy -,2 3 M -I Bi'.`~~e /P~qL a,?t~J .~.QI-,v? Zoning PD (2-I n? Parcel/Sub Actual Const V-N Bldg. Permit 7,71-0 O Allowable V-`~ Surcharge i0o O~uner ~D[~r/(° l~rltoh 141v .°iCJ # of stories ' Plan Review 00 5 r e,clolewr-v, ZticLength 2f3' SAC, Gity IOO+pO Address /s9s`J Zy ,y ~j•(otq Sr Depth 1-/b T snc, Mwcc /QOOd)0 S.F. Total Water Conn SiOO City/Zip Code rr Footprint S.F. Water Meter 19010 0 r~ 11 Acct. Deposit Oi00 Phone 0'e dJ, c r dvqee On site sewage_ S/W Permit 30,0D 531- On site well S/W Surcharge ,$O Contractor silqZe - ~QN/E F,'coce~% MWCC System J~ Treatment Pl. 252,00 ~~c,~cc%~'yfr•~, /knnr City water Road Unit' Address PRV ? Park Ded. -r S- 4-i 6,' e r Booster Pump Copies City/Zip Code ff~h «*e /Y.U. SUBTOTAL 4 ,9P44 APPROVALS Penalty Phone S3do0f'a2 Planner TOTAL J=k-, DQ Council Arch./Engr. EN6.Nee.c ~71{7,i1 Lq~s~,? gldg. Off. ~ IZI r,ef H%i H~- Variance Address 9y~ / cTf/hri ~¢,ie I• City/Zip Code /,~/•oh.~~w 1~1.u SS"~3/ r Phone T ~k~ - 3~ a 9 , ~ ~ i . . V!~ t~l.l ~~r~ r - • w ~ GRRac~E Zo ~ 24_ ~f~o I 2 K 22= z~~{ ?4 4 x ~5= IJ,1~0 6Sm`r /y X 22 = 30~ 56 k Z2= I z3Z l~ x is= _ I '150 X ~4= Z ~l So0 H ou5 ` ~s,~-,= i n50 43 I ZS5L2 1 SUAYEY011': CEATIFICATE REVisEO e-ia=so TosMDw Pso?osLo HOUSE FOR C81s~~ ~ Jt ARNIE FICOCELLO . p ~ ~ \ ,to e A16 r A^ , / / It 0f -'1 lT~ iz H \N \g'y' ' ~ t, ~ r ay ' to rnoPOSo 11 1 > / N i o ~ t \ ~ ~ , ? I~ ^ 4~ ~ ~ o~ OD ` W 10 I I~1 .N.~ _f . , l ~ LOT 31 c~ 3 1 ~ F--- .sv ~ I ~S~~P~?.t ~ o g ro ,00nt It AO F..., 2e _ _ _ - 1 , 9J3 8) / 1 (11,rGy . i ; , i Vs.13f ~ d:a•oa'as" ~ ~ 164.26 p•l Ia 10',~4° R•g41.69 ' R~10.00 WRE g R g,r EAGAr3 F,NGINEERING DEPT DENOTES PROPOSED SURFACE DRAINADE O DENOTES IRON MONUMENT SET SCALE: 1 INCFi = 30 FEET • DENOTES IRON MONUMEtJT FOUND PROPOSED OARAOE FLOOR - 8 s6.5 FEET X000.0 DENOTES EXISTINO ELE/ATION PHOPOSED LOWEST FLOOR - 848. 8 FEET (000.0) DENOTES PROPOSED ELEVATION PROPOSED TOP OF BLOCK - 8t4.9 FEET WE HEREBY CERTIFY TO 8Ii1MM O8MOMTIOM THAT THIS IS A TRUE AND COHRECT REPRESENTATION OF A SURVEY OF THE BOUNDARIES OF: LOT 31, BLOCK 2, BHIDLE RIDGE 2NU ADUITIOtV, ACCORDING TO THE RECORDED PLAT THEREOF, DAKOTH COUNTY, MINNESOTA. IT DOES NOT PURPORT TO SHOW IMPROVEMENTS OR ENCROACHMENTS, EXCEPT AS SHOWN. AS SURVEYED BY ME OR UNDEA MY DIRECT SUPERVISION THIS Z77N DAY OF FEBuARY , 1989. SiC,fvcv: .iA. • • LL, Ii:C. ~ APPROVEO FOR SIENNA COIIrOM110N • . _ BY: BY~ HAROLD C. PETERSON, LAND SURVEYOR DATEDt MINNESOTA LICENSE NUMBER 12294 m ~I T ~ mDN 7~0 0 < James R. Hill, inc. o ~ r trTl ~ f~Tl x y~ D`~ z0 ~ o'~ m m Z pLANNERS / ENGINEERS / SURVEYORS ~ o A o W O m u' ~ m ~ g401 JAMES AVE. S. # BLOOMINGTON, MN. 554310 812-884-3028 R e -7 • - 1 #455 P03 SEP-13-'90 THU 14:30 ID:JAMES R HILL iNC TEL N0:612 864-9518 \ BNNA COBP~pN SURVEYOR'S CERTIFICATE ~ ~ . ~ J, ~~r~ ~ ~ U L, \ p0 INp t E ~ N $0 ~ ~ 4paA0. , l \ j6~ I t \0 70 D \ ' ~ ~ \ ~ / ~~1 n N~ Q1 t No ~N 1 ~ N I FoYG lt1 O ~ . o ~ I aac6rJ . (~~l I I ~ ~wu;E W V JI 25 l 10 W ~ I zz ° ~ loop ~ ~ o ~ x wn~ 0 p 0~~~~ p p np~O O m92 4'43+ a1 I I° 10' 54" ° 0 - . NORTNViEw PARK. _ Q D DENOTES PROPOSED SUAFACE DRAINAGE SCALE:1 INCH ^ 30 FEET O OENOTES IRON MONUMENT SEf PROPOSED GARAGE FLOOR - FEET • DENOTES IRON MONUMENT FOUND PROPOSED LOWEST FLOOR - FEET X000.0 DENOTES EXISTING ELEVATION PROPOSED TOP OF BLOCK - FEET (000.0) DENOTES PROPOSED ELEVATION WE HEREBY CERTIFY TO SIENNA CORPORATIOW THAT THIS tS A TRUE AND CORRECT REPRESENTATION OF A SURVEY OF THE BOIINDARIES OF: BDF, E DAKOTA COUNTY~,I MINNESOTAORDING TO 7HE RECORDEQ PLAT THEREO IT DOES NOT PUP.POqT TO SHOW IMPROVEMENTS OFi ENCAOACHMENTS, EXCEPT AS SHO 9 N• AS SURVEYED BY ME OR UNDER MY DIRECT SUPERVISION THIS DAY OF SIGNED: JAME~R4~~LL, INC. APPROVED FOR SIENNA -•`_.t-- n . CORPORATION BY: BY $ HAROLD C. PETERSON, LAND SURVEYOR MINNESOTA LICENSE NUMBER 12294 DQTED, -4p o pN ~ jamees R. Hill, inc. ~ ac.> - v Z o~~ m= pLANNERS / ENGINEERS / SURVEYOf D 2 m O~ O O m t0 i g401 JAMES AVE. S. 9 BLOOMINGTON, MN. 55431 • 812'884•3 - SEP-13- 90 THU 14:34 ID:JRMES R HILL 1NC TEL N0:612 884-9512 #455 P96 HYDRAULIC CAPACITY OF A TRAPEZOIDAL CHANNEL PROUECT Lot 31 Block 2, Bridle Ridge 2nd Addition CLIENT Sienna Corporation . CITY Eagan, Mfnnesota PROJECT N0. 7107 DATE Septembef 4,1990 DESfGN BY Marc S. Mogan, P.E. BOTTOM WIDTH, B= 12.5 FEET DEPTH, D m 0.7 FEEf SLOPE, S = 0.04 FEET/FOOT ROUGFNESS, n = 0.027 GRA.SSCHANrfEL CHANNEL, SIDE SLOPE = 3 :1 CROSSSECTION/1L AREA = 10.22 S.F. HYDRAULIC RADIUS, R- 0.60 FT. VEIOCITY, V = 7.85 f.p.s. DISCHqRGE, Q= 80 c.f.s. TOTAL WIDTH OF SECTION = 16.70 Ff. 1 DEeIGN OF CIi.LVNELS FOR LiNIFORM FLON 185 I establishment, the grass wiA grow and the channel will be stabilized under a coudition of low degree of retardance. The channel Mill not reach ite maximum capacity until the grass cover is fully developed and well established. Therefore, it is suggested that the hydraulic design of a grassed chnnnel consist of two stages. The first stoge (:1) is to design ' the channel for atability, that is, to determine the channel dimensions ~ under the condition of a lower degree of retnrdance. The second stnge ' TABLE 7$. PEAI6ISSIBLE VELOCI'fIGS POS CHAVN6L3 LISED R'IT8 GRASS* Cover Permissible velocity, fpe ~ Slope range,! ~ ~ I % i Erosion-resistant ! Eaeily eroded eoile ~ aoHe ' Bermuda graes 6-3 S I 8 ! 5-10 7 j 6 i i >10 8 4 BIIH8I0 gI'fl6B, Keatucky bluegrase, ~ 0-5 Q7 6 • emooth brome, blue grama 5-10 8 4 t , >10 3 ; 3 i ~ Gress mizture 0-5 5 ' 4 5-lo a j 3 ~ i Do ¢ot uee on nlopes eteeper than 10 % Leapedeza eericea, weepi¢g loveI 0-6 I 3.5 I 2.5 L gr869, ischaemum (yellow blue- Do not uae oa slopea steeper thn¢ 5%, except Cor etem), kudau, al[alfe, crabgreae eide stopee in e combinetion channel ~ Anauals-used oa mild slopes or ae 0-5 I 3.5 I 2.5 temporary yroteetion untII per- lise on slopee ateeper than 590 ie not recom- , meaent covera are estabiished, meuded , . common Inpedeaa, Sudau grass I ' . RxMeasa. The values apply to sverage, uniform etaade of each type of cover. IIne velocities exceeding S fpe only where good covere and proper mainteasace can be ~ obcained. , ' U.S. Sofl Co¢servatioa Service [411. ~ (B) ie to review the design for masimum capacity, that is, to determine the increase in depth of flaw necessary to mnintain aum capacity , under Lhe condition of s hipher degree of retardance. For instance, if common lespedeaa is selected as the grass for lining, the cotnmon lespedeza oE low vegetal retardance (green, average length 4.5 in.) is used for the • first stage in design. Then, in the second stage, the common lespedeza of moderate vegetel retardance (green, uncuE, average length 11 in.) should be used. Finally, a proper freeboard is added to the computed i ; ~ IlZi IIIrIFORM F3AW TABLL I1-6. VALIIEB OF THL ROIIOHNESB COEFPICIENY n(continued) Type of channel snd descriptioa Dfiuimum Normsl Maximum C. EzceVwren oa Dnsnaeo ~ a. Eart6, straight nnd unitorm 1. Clean, recently compleced 0.016 0.018 0.020 ~ 2. Clean, etter weatheriag 0.016 0.024 0.025 3. Gravel, uniform eection, cleso 0.022 0.025 0.030 4. R'ith ahort grea, few weeds 0.022 rff-02-71 0.033 b. Earth, windiag and eluggieh 1. No vegetatioa 0.023 0.025 0.030 8 2. Grass, eome weeds 0.025 0.030 0.033 3. Deaee wcede or aquatic planta in 0.030 0.035 0.040 ~ deep ohanuele ~ 4. Eerth bottom and rubble aidee 0.028 0.030 0.035 ~ S 5. Stony bottom and a•eedy banke 0.025 0.035 0.040 I} 6. Cobble bottom and clean eides 0.030 0.040 0.050 5 o. Dragliae-excavated or dredged 1. No vegetation 0.025 0.028 0.033 2. Light brush on benks 0.035 0.050 0.080 d. Rock cuU ~ 1. Smooth and unitorm O.O:b 0.035 0.040 2. Jagged and 'uregular 0.035 0.040 0.050 t. Chenaele not maintaioed, weeds and bzush uncut 1. Deoee weeda, high as flow depth 0.030 0.080 0.120 2. Clean boteom, Erush on sidm 0.040 0.050 0.080 . 3. 6ame, highest stage of flow 0.045 0.070 0.110 . 4. Denee brush, high stage 0.080 0.300 0.140 D. NATCAwL BTREA![6 ' , D-1. Tiinor etreams (top width at flood etage . <]00 ft) a. Streame on plain 1. Clean, straight, full aiage, no rifts or 0.025 0.030 0 033 deep poole 2. Same es above, but more stones and 0.030 0.035 0.040 • weeds 3. CLean, wiading, some poole and 0.033 0.040 0.045 ' ehosle 4. Same ae above, but some weede and 0.035 0.045 0.050 stonee 5. Same ea above, loaer etagea, more 0.630 0.098 0.055 , inefiective slopea sad aectione 6. Same ae 4, but more etonee 0.045 0.050 0.060 7. Sluggish reaches, weedy, deep poole 0.050 0.070 f. OBO 8. Very weedy reaches, deep pook, or 0.075 0.100 0.150 8oodwnye with henvq etsad of tim- ber aud underbrueh . F _ ' . . . . . ~ ~ ; . . . . ~ . - , : . . . . . . . . . . . . . . . . : . . ~ . . . , . : . . . : ~ ; . . . . . . ~ ~ . : . . . : . . . . . . , . . . . : . ~ : . . . . : . , . , . : : : . . . . , . . ~ ~ . . . . . . . . . . . ~ . ' . , . . . . , , . . . . . . . . . . . . . . . : . . ~ . . . . ~ . . ~ . . . . . . . . ~ ~ ....i . . .i . . . . . . . . . . . . . ~ . ; . . . . . . . Nr. 7 ~ ............................i.. . . : . : ......:............'_..........i........ . . . . . . ; . , : . • : . . . . . . . . . ~ . . ; i 2:5'.. 5 " • . . . • . : . . . • . . . . _ • . . ~ • ~ . • . . : . ~ . . . . . , . . . . . . . i~ . . . • . _ . . . . . . • ' , . . . . , . . . . . . . • ~ , . . . . . . . : . . .4........................ . . _ ' . . . . . . ' ?1 ' . . . . . . . • . . , . • - . . . . . . . ' . . . . . . • ' . • . . . . 1 ' , . • : . . . . . : • . ~ . . . . . . . . . . . . . . ' . . . . . . ~ • ~ . i ,t. _ . .25 . i................... . . . . . _ . . , i ..i. . , ` fi1t,H ' . • . . . ....:...I.. • . _ . : . ~ . . . . . ~ . . . . . . . . . . ~ . . . ; . . . . . . i ~ :.........................E................ ........i............... .........i......................... ...........:.....~....................i................ ........i......................... ............I..?.Q .I . ` _ h . . - ~V`~`"1..~.r..~'.._ . : . ...........i .........................i....................... i................. . ~ : . . . . . . f . . . . . . . . . . . . . . . . • : • . ; . • . . . . . . . , i.. ........................E..................... ..t.......... ~ ....E............... . . . . . : . . • . . . . . j ~ . ; . . . . ~ . . . . . . . . • . : • - . . . ~ . . . , ~ . . . . . iTl . . . : . . . ~ . . . • ....................L........................L................ . . : . . . • . ~ . . ~ . . . ' . . . . ~ . . :.........................i......................... . . . . . . . . .........................~.t..................... : . . . . . . . . . ' ~ . . . . . . . . . . . . . . : A ' • . ~ : . . . . . ' . • . . . . . . . • . . ~ . . ~ . , . . . . . . . u' . ~ SEP-13-190 THU 14:34 ID:SaMES R HILL INC TEL N0:612 884-9518 44-15 P07 . I~ VorlaDle- Dependtnq upon re}oining " . ,.flii neiqm fmrnrmum slope ~ . • ~1 ~ • • ~ , ~ titi \ t • ss2 ` , Typical: Compaef • ' • ' all backffll fo 95% • :tondard procfor. SR-2 _ . Fiber9loss ptns SR-2 } ~ . ~ ~ Min.2 units below qrade i . Tensar $S-2 or SR-2 qeoQrid !o hook over libergloss pins in units. Mini/cap unit a • 1.52I m . 0.~ Hiqh strergih fibetqloss 9 LWt I/2°d;o, p;n, lCeystone sfandard unit NOTEti 1/2°step boek per course . ' City Of e8$St1 KEVST.ONF RETAtN1NG staneard PUBLIC Pkt~ ` - ~ WORKS WALL DESiGN ~ ~ oePnR OR ECUAL 8 ~ NA: Suite 608 • 4940 Viking Drive Minneapolis, Minnesota 55435 • 612-835-2808 CORPORATION November 6, 1990 Fy0 Mr. Tom Colbert Director of Public Works City of Eagan 3830 Pilot Knob Rd. Eagan, MN 55122 Re: Modifications to Drainage Swale Bridle Ridge 2nd Addition ' Lot 31, Block 2; Dear Tom, I am attaching for your review a proposed grading plan for the drainage swale along the south property line of Lot 31, Block 2, Bridle Ridge 2nd Addition. Based on the calculations of our engineer, James R. Hill, Inc. this swale should conduct 20 c.f.s. without causing significant damage to the swale or damage to the structure. In order to accommodate this flow, it is necessary for us to construct a 3 foot high retaining wall along the landscaped berm on the south property line to create enough distance between the house and this berm to build a swale with an eight foot bottom a reasonable distance from the house. It is also necessary to fill the back yard so that a 5$ grade is maintained through the majority of the lot. We are proposing that the retaining wall be a boulder wall approximately 3 feet in height for a distance of approximately 70 feet. It is my estimate that a wall of this type will cost approximately $8.50 a square foot to construct. The rear yard can be filled by using fill material left on the parkland from the construction of Northview Park Road. I have complained about these piles of dirt for two years because they look unsightly and block the view of the ravine and Bald Lake. This dirt would finally put the fill to good use. I would estimate the cost for these improvements to be approximately $3,350. Itemized, the costs are: Retaining Wall @ 210 s.f. @ $8.50/sf = $1,785 5 Hours D-6 Dozer @$95/hr = 475 2 Hours Grade man @$45/hr = 90 1 Acre Seed & Mulch @$1000/ac = 1,000 $3,350 Planners ¦ Developers ¦ Contractors Sienna has spent nearly $1,000 in engineering which we will absorb. Because we are presently grading the Oaks of Bridgewater, there should not be any mobilization charges for the equipment. It is Sienna's request that the costs to modify the swale to accommodate the City's required flow be paid by the City. We believe that the cost is minimal compared to other alternatives and is fair in light of the fact that we were not informed of the need for such a"heavy duty" swale at the time our plat and grading plan was approved. As we discussed, Sienna will grant the City a drainage and utility easement over the swale to prevent future homeowners from blocking the swale and to allow for the potential of pipe being installed at some point in the future. I would appreciate a response to this request at your earliest convenience. I understand that the City is planning to refuse occupancy of the house under construction on this lot until this matter is resolved; occupancy is presently planned for Thanksgiving week. I have committed my efforts and the efforts of our engineers to ensure that the need to refuse occupancy will not arise and that an amicable solution can be achieved. Should you have any questions or need for additional information, please do not hesitate to contact me. Ver truly yours, Rick Packer Project Manager Sl9RVEYOR'S CERTIFICATE ENNA COAP_ORIkLON REVISED 9-13-90 TOSFIOW PROPOSED HOUSE FOR ARNIE FICOCELLO ~Y,i ` ;asz r~ . REVISm9-IB-90TQ L~ SHOW EXISTING EIEV S. Oo ~}C7 ~ ^ ~ ~ BENCH MAFK TOP OF PIi'E \ 1 ELEV.•805M__~ a0 ~ p al • .0 N \ \V. . , 5yo~ B~az ~ exn~' ~AZO~/I b 3 37.33 2 ess.o F or, o c, \ I e53.1 ( ,0 PFtOPO$m 1 INEVJAY J zo ~ i eaee 'n 854.0 D 3 m ' e.6T \ zi.s-r a l ~ "N o I ess. i o ~ t N 0 ,N I~ m 13.6T o~\m \ 2 W O ~ 013. N o u' (fl w k I I~ m 0 W o ----i ` ` \W Q ° ~ o U! ~ 25I 1 13.6 10 36.0 1 - \ 50 818 ~ N4f)<8st i) g54 ~ f ch qj ~SV t~pS \-v ~Oy. w ` _ --y l, , NPG ~~6 PER . ~ 0b LL j I to 25 p~~j o $ S 1- ~ a ~ - 35.38 A_2.2429. 16.13~ - 46.41 p:3•pg'33aessz asa. ~ ~s.. a ~ aw.s p=920244! 43~ ~ 164.26 R=10.00 p= 110 10' 54" R=841.69 ~ p PROPOSED RETAINING WALL ~ R PROPOSED DRAINAGE SWALE (SEE ATTACHED CAITERIA) Fa- NORTu~ii~W PARK _ ROAD ~ DENOTES PROPOSED SURFACE DRAINAGE O DENOTES IRON MONUMENT SET SCALE: 1 INCH = 30 FEET • DENOTES IRON MONUMENT FOUND PROPOSED GARAGE FLOOR - 8c(.,5 FEET X000.0 DENOTES EXISTING ELEVATION PROPOSED LOWEST FLOOR - 848, g FEET (000.0) DENOTES PROPOSED ELEVATION PROPOSED TOP OF BLOCK q FEET WE HEREBY CERTIFY TO SIENNA CORPORATION • THAT THIS IS A TRUE AND CORRECT REPRESENTATION OF A SURVEY OF THE BOUNDARIES OF: LOT 31, BLOCK 2, BftIDLE RIDG(: 2NU ADUITION, ACCORDING TO THE RECORDED PLAT THEREOF, DAKOTA COUNTY, MINNESOTA. IT DOES NOT PURPORT TO SHOW IMPROVEMENTS OR ENCROACHMENTS, EXCEPT AS SHOWN. AS SURVEYED BY ME OR UNDER MY DIRECT SUPERVISION THIS Z7tH DAY OF FE(3uA2Y , 1969• APPROVED FOR SIENNA SIGNED: JAME3,.Rt VILL, INC. CORPORATION , . .i. i ~ 1..* r. BY: - BY : HAROLD C. PETERSON, LAND SURVEYOR DATED: MINNESOTA LICENSE NUMBER 12294 ~ -u ~ ~ m N ? 7~0 m ~ oW O ~ James R. Hill, inc. ~ Or..-.Lo) O < i pc.D o ~ o W m PLANNERS / ENGINEERS / SURVEYORS ° Z ° ~ ~ m m Z Oc~i ~ 9407 JAMES AVE. S. • BLOOMINGTON, MN. 55431 • 612-884-3029 « 0 H T N HYDRAULIC CAPACITY OF A TRAPEZOIDAL DRAINAGE SWALE PROJECT Lot 31 Block 2, Bridle Ridge 2nd Addition CLIENT Sienna Corporation CITY Eagan, Minnesota PRQIECT NO. 71 07 DATE November 6,1990 DESIGN BY Marc S. Mogan, P.E. BOTTOM WIDTH. B= 7 FEET (MINIMUM) DEPTH, D = 0.4 FEET SLOPE, S= 0.05 FEET/FOOT (5% MAXIMUM) ROUGNNESS, n = 0.027 GRASSCHANNEL CHANNEL, SIDE SLOPE = 3 :1 CR06SSECTIONAL AREA 3.28 S.F. HYDRAULIC RADIUS, R= 0.34 FT. VELOCITY, V = 6.0 f.p.s. DISCHARGE, Q= 20 c.f.s. TOTAL WIDTH OF SECTION = 9.4 Ff. ~'~~EIVFp JAN i p f999 ~ Suite 608 - 4940 Viking Drive • Minneapolis, Minnesota 55435 -612-835-2808 CORPORA710N January 9, 1990 Mr. Tom Colbert Director of Public Works City of Eagan 3830 Pilot Knob Rd. Eagan, MN 55122 Re: Drainage Swale Bridle Ridge 2nd Addition Lot 31, Block 2 Dear Tom, Since your letter of November 21, 1990, Sienna has had constructed and received bills for the grading of the above mentioned emergency overflow swale and retaining wall. I have attached the billings for your review; the total cost to date (only seeding remains) is $5,080. This includes engineering that I had originally committed to pay. It is still Sienna's request that the City pay the costs to construct the swale, including the retaining wall. As I originally offered, Sienna will pay for our engineering fees incurred. I realize that this is contrary to your opinion but I am having difficulty understanding the logic behind the City's present position. Without question, our berming and landscapiny is located within a public easement and was not shown on the development plan. I believe however, that this is not the problem or the issue; it is simply a constraint. What I believe the issue to be is the amount of water that is planned to be conveyed through this swale (at one time 100 c.f.s.) and the absence of any communication of this to us when our plat was approved; I believe it could be argued that the City was not cognizant of the amount at the time of our approval. When this issue was being discussed before the City Council several months ago, Sienna chose not to appear before the Council and point fingers, but chose t.o try and work with the homeowner to try and design a solution that they would be happy with and be as inexpensive as possible. I believe this solution is much more attractive and less expensive than either a pipe or a"stair step swale" that would have had to have been constructed in the drainage easement if the homeowner had been uncooperative. Planners ¦ Developers ¦ Contractors But rather than spend more of my time, and subsequently yours, writing all the reasons and rationale behind our respective conclusions, I would prefer to meet with you at your earliest convenience to discuss this in person; letters are too formal, take too much time and should be used to document our decision, not make it. Please contact me at your earliest convenience so that we can put this issue to rest once and for all. I don't know about you, but I would like to put this problem in the "resolved" file as soon as possible. Very t~ours, Rick Packer Project Manager JAMES R. HILI, INC. PIANNERS ENGINEERS SURVEYORS 9401 laMES Av[. So., Suitt 140, Bt00MING10N, MN 55431 612/884-3029 Fax 884-9518 Invoice ApP«eJ CanPamf s ~ Sentro December 21, 1990 U2 s Cast Code Ap~d....._ Sienna Corporation DfltB 4940 Viking Drive, k608 ApptOVBd Minneapolis, MN 55435 CommeRts PROFESSIONAL SERVICES P.ENDERED: ?.OT 31, BLOCK 2 BRIDLE RIDGE 2ND (7107) Final Site Grade Design & Soecifications Other Misc. Services for Client As Built Plan Drafting Printing Binding and Assembling LUMP SUM $1,377.00 . . . . . $1,377.00 ~ Tree Movinq 8 Landscaping Co GATE NUMBER P.O Borae0 f, ':O1C= ' 9!' NorthLeld, MN 55057 (507) 653-G393 lrn , 11RUMM COmparn serr. to 2-~ ^ Date la 3-`il? RECEIVED ~DEC 31990 : Sierma Corpcr•aticj CoS,CPoe'~S I~~ • IQ ' O ` : 4940 Viking pASd............ ~-!P.1tE 6~'' ApprO'J~ pa~e f'/~•\'~1~ 51 L' : 5 ~ j ' Commerns . Terms: ha~ dry=_ t ~ j QTY DESCRIPTION ~ PRICE AMOUNT 'd.cE fC. E':. Acct's Payab'e Pro~x-ssilg Cc-p~rry ti~,i I_ L ~ ~ ,Cr ..t C E'.7j.:.~0 e.. 0~ ~ ~J 1r.voiCe 'ft~ = By~C. EnIcrBdBy c : k? P F'lE2Ee =.8(30. o • EI]EBAIi C01]STR[ICTI01] COLhPAI]y P.O.Box 458 Northfield, Minnesota 55057 • 507-645-8962 612-333-1307 Invoica ApP~~V31 R E G E! V E D C~ ~ Dr December 6, 1990 ~--~L 7 t~~ ~ t co 1 _ 4 Aas'd....._...... Sienna Corporation ?n_~ 4940 Viking Drive Suite 608 Minneapolis, MN 55435 Attention: Rick Packer TROTTERS RIDGE (BRIDLE RIDGE 2ND) JOB OM90 We invoice you as follows for extra work performed on the project to regrade swale to Lot 31, Block 2. 11/16/90 D6 Dozer 6 HR @ 95.00 570.00 11/26/90 550 Dozer 3 HR @ 81.00 243.00 TOTAL AMOUNT DUE $ 813.00 "An Equa! Opportunity Employei" ~ Suite 608 .4940 Viking Drive Minneapolis, Minnesota 55435 • 612-835-2808 CORFORAiION November 6, 1990 Mr. Tom Colbert Director of Public Works City of Eagan 3830 Pilot Knob Rd. Eagan, MN 55122 Re: Modifications to Drainage Swale Bridle Ridge 2nd Addition Lot 31, Block 2 Dear Tom, I am attaching for your review a proposed grading plan for the drainage swale along the south property line of Lot 31, Block 2, Bridle Ridge 2nd Addition. Based on the calculations of our engineer, James R. Hill, Inc. this swale should conduct 20 c.f.s. without causing significant damage to the swale or damage to the structure. In order to accommodate this flow, it is necessary for us to construct a 3 foot high retaining wall along the landscaped berm on the south property line to create enough distance between the house and this berm to build a swale with an eight foot bottom a reasonable distance from the house. It is also necessary to fill the back yard so that a 5% grade is maintained through the majority of the lot. we are proposing that the retaining wall be a boulder wall approximately 3 feet in height for a distance of approximately 70 feet. It is my estimate that a wall of this type will cost approximately $8.50 a square foot to construct. The rear yard can be filled by using fill material left on the parkland from the construction of Northview Park Road. I have complained about these piles of dirt for two years because they look unsightly and block the view of the ravine and Bald Lake. This dirt would finally put the fill to good use. I would estimate the cost for these improvements to be approximately $3,350. Itemized, the costs are: Retaining Wall @ 210 s.f. @ $8.50/sf = $1,785 5 Hours D-6 Dozer @$95/hr = 475 2 Hours Grade man @$45/hr = 90 1 Acre Seed & Mulch @$1000/ac = 11000 $3,350 Planners • Developers ¦ Contractors Sienna has spent nearly $1,000 in engineering which we will absorb. Because we are presently grading the Oaks of Bridgewater, there should not be any mobilization charges for the- equipment. It is Sienna's request that the costs to modify the swale to accommodate the City's required flow be paid by the City. We believe that the cost is minimal compared to other alternatives and is fair in light of the fact that we were not informed of the need for such a"heavy duty" swale at the time our plat and grading plan was approved. As we discussed, Sienna will grant the City a drainage and utility easement over the swale to prevent future homeowners from blocking the swale and to allow for the potential of pipe being installed at some point in the future. I would appreciate a response to this request at your earliest convenience. I understand that the City is planning to refuse occupancy of the house under construction on this lot until this matter is resolved; occupancy is presently planned for Thanksgiving week. I have committed my efforts and the efforts of our engineers to ensure that the need to refuse occupancy will not arise and that an amicable solution can be achieved. Should you have any questions or need for additional information, please do not hesitate to contact me. Verj~ truly yours, Rick Packer Project Manager . SURVEYOR'S CERTIFICATE \IENNA C09P9BQLON ' REVISED 9-13-90 TOSHOW \ PROPOSED HOUSE FOR (~5~,~ ) l J) ARNIE FICOCELLO r\ - ~ / . REVISm 9-I8'90 TQ sr+ow EXISTINGEIEVS` , qpo /k6 3500 ~ -1 \ ~ ~ l 1 BENCH TOPOF PpPE BIB.!/ / ~ / ELEV.•830M-., AO / \ ~ o 3 Al \ - \ \V. 'gyo/ aeaz N N y ''a?0 v / 3733 '8 ~ \ N f{, 093R FBS5.3 N ~ . \ 8330Q No\Gl 635.I ~ `Q PHOPOSm ~ p p ' 1 \ IyE'WAY j" n eae.e 20 m ' 9.6T ~ a \ 1 3 2~.67 0 ~ N o N I eee. i o v OD0LTI 1 N I 1~ ~ i3.6T a~~m ~ ~ \ Z W0 I r. 013. mN ~I 25I "1 10 I I ~ 13.6 LA 0\36.0 ` ' 1 \ \ ~ N -'si, 646 \ N as~ , ~ I ~ m ~t~ iiPj o o LL Ilo ~ -a 5 r lB,f :4~ i ' 3538 Ae2'2y'29* 46.41 ' • i _ ` ~ ,t 16.13~3S.i ~e4.e 0`3~~33ae36.2 •aw.s p=92°24'43' ~ 164.26 R=10.00 a= I I° 10' 54" R= 841.69 p PROPOSED RETAINING WALL ~ a PROPOSED DRAINAGE SWALE (SEE ATTACHED CRITERIA) .854.0 NORTNVLEw PARK _ ROAD f- DENOTES PROPOSED SURFACE DRAINAGE O DENOTES IRON MONUMENT SET SCALE: 1 INCH - 30 FEEf 0 DENOTES IRON MONUMENT FOUND PROPOSED GARAGE FLOOR - 8c(..5 FEET X000.0 DENOTES EXISTING ELEVATION PROPOSED LOWEST FLOOR - 848. g FEET (000.0) DENOTES PROPOSED ELEVATION PROPOSED TOP OF BLOCK - gc(,. q FEET WE HEREBY CERTIFY TO SIENNA CORPORATION ! THAT THIS IS A TRUE AND COFiRECT REPRESENTATION OF A SURVEY OF THE BOUNDARIES OF: LOT 31, BLOCK 2, BHIDLE RIDGL 2NU ADUITION, ACCORDING TO THE RECORDED PLAT THEREOF, DAKOTN COUNTY, MINNE50TA. IT DOES NOT PURPORT TO SHOW IMPROVEMENTS OR ENCROACHMENTS, EXCEPT AS SHOWN. AS SURVEYED BY ME OR UNDER MY DIRECT SUPERVISION THIS Z7TN DAY OF FEpui+RY , 1964. APPROVED FOR SIENNA SIGNED: JAMES/R) VILL, INC. ~ CORPORATiON r ' ~ ~ „ . ~ ~ ~ BY: ~ , i: ~ r•...:'i7 BY ` HAROLD C. PETERSON, LAND SUFiVEYOR DATED: MINNESOTA LICENSE NUMBER 12294 m cn " James R. Hill inc. ~ O F O O < N O c. D ~ . - o Z o~~ ~ O y m m Z PLANNERS / ENGINEERS / SURVEYORS o ~o~Z~ G>) z'OD m _ W O m N(D j 9401 JAMES AVE. S. • BLOOMINGTON, MN. 55431 • 672-884-3029 S w ~ HYDRAULIC CAPACITY OF A TRAPEZOIDAL DRAINAGE SWALE PROJECT Lot 31 Block 2, Bridle Ridge 2nd Addition CLIENT Sienna Corporation CITY Eagan, Minnesota PRQIECT NO. 71 07 DATE November 6.1990 DESIGN BY Marc S. Mogan, P.E. BOTTOM WIDTH, B= 7 FEET (MINIMUM) DEPTH, D = 0.4 FEET SLOPE, S= 0.05 FEET/FOOT (5% MAXIMUM) ROUGFPJESS, n = 0.027 GRPSSCHANNEL CHANNEL, SIDE SLOPE = 3 :1 CR05SSECTIONAL AREA = 3.28 S.F. HYDRAULIC R4DIUS, R= 0.34 Ff. VELOCITY, V = 6.0 f.p.s. DISCHARGE, Q= 20 c.f.s. TOTAL WIDTH OF SECTION = 9.4 Ff. qu-~-~ ~ e ~ ~ lki b - - ~.e'`` - - - - - - - - -n- - - - ~ ---~~`~'~=--1~---------- - - - - - - - - - - - - - - - - - ~ - - - - - ? - - - - - - - - - - - - - - - - - - - - - - - - _ - ~ - ~ - - , - - - - ~~°---~Q-~ ~----lOQYR._ Flow ? W ~ 0- I`i - 9'U c. 0.1\e, 30 o w- ~ v\g u. s FIoW -~or koLk.se mV~- 1~ ridle R~d9e 2 ND A dC\I 5+c.~r~-or.~ wv\eW S+'oY w` 5 e u1 e r ~ a.y pLA~-}`;, ' I ~ r0-i uj" 'L~ ~ ,~..c,r, 1.~..~- ¢ • N ~l0 Q „ I 3830 Pilot Knob Road Eagan, MN 55122-1897 ity oF eagan (612) 454-8100 • Fax. 454-8363 Mc- RECORD OF TELEPHONE CONVERSATION DATE : II - /6 - ?Q TIME : '3= 30 TAIKED WITH : REPRESENTING : PHONE NO. : B 3 S - 2808 SUBJECT/PROJECT/CONTRACT : do'~ 3 I y 13--L Z oL. D~ Khel,orr ZN ITEMS DISCUSSED : ' 31 7a 614r- ,ckluu0( 20 c ~s )1.020~~ P" l~. '-t~- PA 3 1. wn~-o No U 2 ( .c-e-r~. -e, ?n~x~ ,e_-A.n.~. n.a ~ -Ov.-o_. AMA CITY STAFF cc : 3rom C,o-C,B-e~vl THE LONE OAK TREE THE SYMBOL OF STRENGTH AND GROWTH IN OUR COMMUNITY /~'99 7 IF#=__C1tV oF eagan 3830 DILOT KNOB ROAD TMOMAS EWN EAGAN, MINNESOTA 55142-1897 ^'3yor PHONE: (612) 454-8100 DAVID K GUSTAf50N FAX: (672) 454-6363 v.eMEtn WaiEt, TIM GAWLENIY THEODCRE WACHiER CW(10f MfrtIb2R THOMA5 HEDGE$ November 21~ 1990 Gryndminatrator EUGENE VPJJ OVERBEKE cm cle~ MR RICK PACKER SIENNA CORPORATION 4940 VIKING DR SUITE 608 MPLS MN 55435 RE: Lot 31, BlOCk 2, Bridle Ridqe 2ad ABdition . Drainage Swale Construction Dear Rick: I have received your letter of November 6 addressing the issues associated with the construction of an adequate overland drainage swale across the above-referenced lot. You and I have discussed this situation and I have reviewed the application and progress of this building permit. The cost "estimates" contained in your letter are helpful in identifying the different aspects associated in providing this drainage swale. Previously, we agreed in concept to the City paying for a portion of the costs incurred with the grading beyond normal final lot shaping. The need for a retaining wall is accentuated by the existence of a significant subdivision landscape buffer area along Northview Park Road that was not part of the approved development grading plan. Also, it is located within a dedicated drainage and utility easement. If the approved development grading plan had been adhered to, a retaining wall would not have been necessary. Therefore, I feel that all costs associated with this wall should be considered part of the development's landscape buffer or the final lot landscaping improvements. Therefore, the City will consider financing the D-6 Dozer and Grademan costs along with the seed and mulch restoration costs for the area outside a typical lawn area for this lot. (I'd be surprised if it encompassed a full acre.) Correspondingly, this would include the proportionate share of the engineering costs incurred regarding this issue. THE LONE OAK TREE...THE SYMBOL OF STRENGTH AND GROWfH IN OUR COMMUNITY Equal Opporfunity/Affirmative Action Employer r MR RICK PACKER NOVEMBER 21, 1990 PAGE 2 If this is acceptable, please proceed with the work as designed and submit a final cost breakdown delineating the City's share for our prompt processing. Thanks for your cooperation and patience through this process. Sincerel , c.~., i~~~ Thomas A. Colbert, P.E. ~ Director of Public Works TAC/jj cc: Mike Foertsch, Assistant City Engineer John Wingard, Development/Design Engineer Craig Knudsen, Engineering Tech SURVEYOR'S CERTIFICATE \ENNA COBP1adALUN. REVISED 9-13-90 TOSHOW \ PROPOSED HOUSE FOR ((y5~~~ i ~ ARNIE FICOCELLO \3 .z REVISm 9-IB-90T0 SHOW IXISTINGELEVS. ~ ~ ~ oo ~ ~gp0 \ I!~ ' \ BENC11 MAIiK TOP OF PIPE B• ~ EI2Y.~BSOM~ O ~ QQ o ` 3 °j -p ~ SA?o 37.33 \ BMAX lei 2 855.1 8930 \0 ON G. ~ ~ ~ \ pqpPOSm vr °O \n ~1. ' 1 70 e ~.i ~ •'i ` NEWAY J cDi i ~ 848.8 854.8 ~ 3 2.0 ~n .67 \ . 1 A Q ~i iN ~ 1 I 21.67 } o 855.1 00 rn N I ~ !I m ~ Wo ~ 01 NN 0 I ' I 1 (P m o 'n \o ~ (T ~(yn~ 25 _ 1 10 c-Nr~ Y . 1 LL 3 .0 O 'aas.a 54.0 15. N 15 cr Go .,.r...-?. : ~ `7v . t, . ~~1eL~pt m BOENO' P OFPIP A \ a A~ O ;~L ~ I 'ir• ` ~ P1NP Nt P ~ ~ 25 o~ I :z'° 'z9'C.''~' ~ AB56.5 ~=920 24'43" ----16-472~ R=10 .00 pa 111 10 54 R=81.69 ~ ~o j s~ov~ SG g . , NORT iiE " w PARK _ ROAD . 3:I ?J~p)t Flp~ _ ~Sc.S, DENOTES PROPOSED SURFACE DRAINAGE n DENOTES IRON MONUMENT SEf SCALE: 1 INCH = 30 FEET GRowt td KIt1vNv~ GARAGEFLOOR - 854.5 FEET LOWEST FLOOR - 848, g FEET TOP OF BLOCK- es&.q FEET S A TRUE AND CORRECT 3CCORDING TO TNE JTA. NTS, EXCEPT AS SHOWN. AS SURVEYED BY ME OR UNDER MY DIRECT SUPERVISION THIS Z7rrTunY OF <EOu.vRY .1989. APPROVED FOR VilUNTED SIGNED: JAM LL, INC. CORPORATION • ;;4~_f' BY: , ~ • BY, HAROLD C. PETERSON, LAND SURVEYOR DATED, MINNESOTA LICENSE NUMBER 12294 i ~ ~ ~ UD o O ~ James R. HiII/ inc. ~ I'll ' O m 0 ~ N D m~ - ° Z ~ ~ ' ~ 6 Z PLANNERS / ENGINEERS / SURVEYORS ° ~ ° ~ Z~ c'~ ~ ~ m j _ W O m ~ 9401 JAMES AVE. S. • BLOOMINGTON, MN. 55431 • 612-884-3029 „ 0 « P i h ~UG 21 '90 11:58 SIENNR CORP. P.j-73 V~ c, m W W ~ r w . J x M~~ Q ~ w A. w. . ~ w ~ y ~ a ~ NA . ~ ~ a x N ~ C ~ ~ ~ ~ N's \ .J r~ RUG 21 '90 11:57 SIENNA P. P•Zi3 ~ ~ ~ t ~ O~CP\o 3e . s7~5 1 , t~r . • . Q 25 yy~ N ~ 99%~. ,0 3b,; 57 t919 Z~V -4 ~ ~ • .'V d M ~Q Q ~ ' a •aA r ~ OD w O Qi,l~., -0 ~o I C&I . ~ lj% ~ • ~ 40 ~ \ g1 s ~ l 1 r ~p~ ~ i ~ 1 'a0 x c7 , • 2 ~ ~ ; r ••;r r 5q e6 N D', 00 op I 0 RUG 21 '90 11:57 SIENNR CORP. P.1i3 ~ Sulte 608 • d940 Viking Drive • Minneapolis, Minnesofa 55435 • 612-835-2808 MWI Facsimile Cover Lette7r OuT k'ax Number is (612) 835-7008 To: FacsimiZe FYOm• T"A nate: 8 21 • 9~ Number of pages including cover sheet ~ . Comments: 8ZA Zf yau do not receive tha entire Pacsimile, please call us as soon as possible at: (612) 835-2808. Thank you. Planners . Developers • GontrqCtors A LJ G- 2 3- 9 0 T H U 8 - S 1 B O N E S T R O O a A 5 S n C I A T E S P_@ 1 FACSIMILE TRANSMISSION A Bonestroo Englneers & Architects Date; ci ,o ~ Rosene 2335 West Hlghway 36 Our File No. ~ Mderllk & St. Paul, MN 55113 ~ ASSOCIat@S From: Bus. 672-6364600 page (s) Trans iUed: MN Toll Free 1 •80p-622-6573 Fax 6t2•636-1311 Time: To: Address• I v Attention: Yt~ Fax: (o Remarks: ~ ~ -:VPP10U_) P00-TAUte Ui -~Q -c `t lJ (-j C eAl N (o_~ aa_ A. t = 4 i 22 0 c~ L Copy rL ~ Slgned:~ aJ 0 0 ~ Note To Operator. Please deliver this Facsimile trensmission to the ahove addressee(s). 1f you did not receive atl of the pages in good Condition, please advise ;>ender at your earliest convenience. Thank You , . ` `ri/ri,3 . lg .608 -4940 Viking Drive • Minneapolis, Minnesota 55435 612-835-2808 CORPOPAIION . February 15, 1991 1991 Mr. Tom Colbert Director of Public Works City of Eagan 3830 Pilot Y.nob Rd. Eagan, MN 55121 Re: Emerqency Overflow Swale Lot 31, Hlock 2, Bridle Ridge 2nd Addition Dear Tom, Pursuant to our last discussion, I am re-submitting the invoices we have paid to construct the emergency overflow swale on the above mentioned lot. These invoices include $1,377 to James R. fiill Inc., $8I3 to Enebak Construction and $884 to Mulligan Tree Moving. The remainder of the bill to Mulligan is Sienna's responsibility for work done elsewhere in the subdivision. The total cost to the City is thereforeyfia.yQ7,, I am also having an easement drafted covering the south 40 feetyof the lot so that the swale is entirely within a drainage easement. As soon as the property owner signs it I will forward it to you. When Sienna receives payment, I will also send a release to you relieving the city of any further claims. Your cooperation in resolving this matter has been greatly appreciated. Cominq to this conclusion wasn't easy for either of us; the fact that we :eached s mutually benefieial conclusion in spite of the difficulty says something for the relationship that Sienna and the City of Eagan have formed over the years. Please feel free to contact me should you have any questions or need additional information. .ri Ver tr ly yours, i IS ~}l , p,p~o ~ q Rick Packer Project Manager Enclosures (y~'d Planners . Developers ¦ Confracfors d I DATE NU1.76EH Tree Movinp d Landswping Co P.o Bo.aeo INVOICE 11/29/90 N~to78a Nonhlield, MN 55057 (507) 603-0393 lm I 1a 3~`IT~ IVED so rn 1~ Date RECE /,L'tttqect DEC 31990 Hili Sienna Cor•por•acio ~ CpgtCOd9 gr/ (o 'O 'I'o: 4`i40 Vikitty S,.,1 c E E A roved Dete `Z• S• I~ Minneapoli,s; MI4 5543-5 CornmOnt, /Terns: Net 10 days Custen.er cote: SIECUF ITEM ~ OTY. DESCRIPTION PRICE AMOUNT T2.Ce ft. wal l l'~. LOC41'1.1~'~: Et'' S I~iGCE~ I Acct's Payable Processing IfilPc'ly /S'u i I L- f2;~Of) I i I~~:'~1 '••2 Yi o, O n I U -ruj__ 7ax Invoice Total c,B90.Q;i' P[ared Dy /Dz Pleaee Pav====> ::Bi4'~.l'~Z• I~ EnEBAK COnSTRI1CT101] COLqPAI]y P.O.Box 458 • Northfietd, Minnesota 55057 • 507-645-8962 612-333-1307 lnvoice Appraval R E C E I V E D December 6, 1990 Com~n ~p S IS 0~~' 7'yyo $4~_~ t^ IC~'_y~~ 8i9 ~ ' - ~us'd............ Sienna Corporatlon K 4940 Viking Drlve Suite 608 Plinneapolis, ?TN 55435 :,'o Attention: Rick Packer CoR~~'`'= TROTTERS RIDCE (BRIDLE RIDGE 2ND) ,IOB YM90 We invoice you as follows for extra vork performed on the project to regrade suale to Lot 31, Block 2, 11/16/90 D6 Dozer 6 HR @ 95.00 570.00 11/26/90 550 Dozer 3 HR @ 81.00 243.00 TOTAI. AMOUNT DUE $ 813.00 I Acct's Payable Processinfl Company 1c iP~~ DO f.f-lO:l!''i axl. a 82!ch I.D. I - ~J Entered by o tual Opponunily fmployer" JaMES R. Hi«, INC. PUINNERS ENGINEERS SURYEYORS r J 9401 1?r[S Art. So., Suni 140, Bioouiweiox, MN 55431 614/884-3019 FAx 884-9518 Imroics APProval CornParri $0f1[ l0 C DHt9 R E C E I V 77 December 21, 1990 Pr~ ~ G UtU 2 6 f;,;;il co2smt coda 111 3. I? ans a....... Sienna Corporation ~ Approved Y ' 4940 Viking Drive, #608 Minneapolis, MN 55435 Cpmm9rris PAOF£SSIONAL SERVICES RENDERED: LOT 31, BLOCK 2 BRIDLE RIDGE 2ND (7107) Final Site Grade Desian & Soecifications Other Misc. Services for Client As Bnilt Plan Drafting Printing Binding and Assembling LUMP SUM $1,377.00 . . . . . $1,377.00 ~ 97965~ . , , - _ DRAINAGE AND UTILITY EASEMENT TH:S INDENTURE, made and entered into this ~ day of LC , 1991, by and between TfiOMAS S. PETERSON and MONICA F PETERSON, husband and wife, as Grantors, and THE CITY OF EAGAN, Dakota County, State of Minnesota, as Grantee. WITNESSETH: WHEREAS, said Grantors, in consideration of One Dollar ($1.00) and other good and valuable consideration to them in hand gaid by Grar.tee, the receip*_ whereof is hereby acknowledged, do hereby Grant, Bargain, Convey and Warrant to said Grantee, its successors and assigns, the drainage and utility easement situate in Dakota County, Minnesota, described as follows, to-wit: A perpetual easement for drainage and utility purposes over, under and across the south 40 feet of Lot 31, Block 2, Bridle Ridge 2nd Addition, according to the recorded plat thereof, Dakota County, Minnesota. Grantee shall have the right to do whatever is necessary for the enjoyment of the rights herein granted, including the right of clearing the right-of-way of ingress and egress to and from said tract of land over and across said easement only for the purposes of laying, maintaining, operating and repairing utility lines. By acceptance of this easement, Grantee agrees that it shall replace any shrubs or sod removed by it in the exercise of its rights hereunder to as near the condition which existed immediately before such rights were exercised as is reasonably possible. IN WITNESS WHEREOF, said Grantors have hereunto set their hands the dsy and year first above written. MON CA E. PETERSOi~~ , J EXHIBIT ATTACHED THOMAS S. PETERSON STATE OF MINNESOTA) 1J COUNTY OF ;Te111UPn ) SS. The foregoing was acknowledged before me this day of re rc. , 1991, by Thomas S. Peterson and Monica E. Pet rson, husband and wife. ~^i.,: NNMn,. .n1^nN.• ..1r.`P.:N- 'I _ . iI ; Notary Public . ..lV':'. a..1 This instrument was drafted by: Sienna Corporation 4940 Viking Drive, Suite 608 Minneapolis, MN 55435 9/5-L~~Ud/P~ea-N EXEMPT FROM STATE DEED TAX STAMPS I -2- ~ I I 3~ • ' ' , ~ ~ \ ~ {~P~,~ • ~ • O 42 s94 1# \ S \ ~p d' \ \ y~ `~e Ot• / F °e J3 9 F \ 1 \ 9 \ ,3 v . ~ ~ . s • ~ ~ °s 9 n~ 28 D D 0 ,pG,~~ ~ $R~~ p ^y~ ~ \ 930~~ 29 S Z 4~1 s ~ \ ~^ry \ ~ TF9 11 s9,o u< 30 G'F m ~ N \O 11 , ryi ~6~ tls ~ ~ ~ \ \ \ 17% c9% ? / /~53 p0 B v 11 0 17 v'S\~ NN~ \ lP N s N oi p N N .cfl% zs_~ 2S 31 m f , N 6~ ~o k'n ~ Ati 91002441 ~~.01 a~ Jr o ~ 23 R& 25 {t,L:::.'.:/ . . . ~ 24 qsi 354 3 :~:r UTL07' `~''o, ~~'•~a R =841.69 - - - - A 40' DRAINAGE & UTILITY a° EASEMENT \ VNORTHVIEW PARK ROAD I U l~ HYDRAULIC CAPACITY OF A TRAPEZOIDAL CHANNEL PROJECT Lot 31 Block 2, Bridle Ridge 2nd Addition CLIENT Sienna Corporation CITY Eagan, Minnesota PROJECT NO. 7107 DATE September 21,1990 DESIGN BY Marc S. Mogan, P.E. BOTTOM WIDTH, B= 8.5 FEEf DEPTH, D = 0.25 FEET SLOPE, S = 0.1 FEET/FOOT ROUGFWESS, n = 0.027 GRASSCHANNEL CHANNEL, SIDE SLOPE = 3 :1 CR06SSECTIONAL AR64 = 2.31 S.F. HYDRAULIG RADIUS, R= 0.23 FT. VELOCITY, V = 6.49 f.p.s. DISCHARGE, Q= 15 c.f.s. TOTAL WIDTH OF SECTION = 1 0.00 FT. N ENGINEERING DEPARTMENT 3830 PILOT KNOB ROAD EAGAN, MINNESOTA 55122 (612) 454-8100 ity oF aagan LETTER OF TRANSMITTAL TO , DATE PROJECT. # ATTENTION , ~ . , ;RE Attached ? Under separate covec via ARE THE FOL[,OWING ITEMS: ? Shop Drawings ? Plans ? Samples ? Specifications ? Copy of Lettec ? Change Order 0 COPIES DESCRIPTION THESE ARE TRANSMITTED AS CHECKED BELOW: ? For Approval ? Far Signature For Your Use ? Make Noted Corrections J1s Reguested ? For Review 6 Comment ? Resubmit Copies for Review bAppcoval ? Por Bids Due , 19 REMARKS ~ ' ~ ' ~ , • • + _ _ t , Y-ouss -truly, . . ~ - - - = ~ L tr.~-- ~ -l OC'J .a.~~~~ - 0 - - _ - ~ S4- -1- - -.~-^r - - - - - - ~ - - - - - - - - - - - - - ou Schelen ~~'Nc ~PvJ Client By • 2021 EaSI Hennepm Avenue Minneapolis, MN 55413 prOjCCt Sheet of 612-331-8660 FAX3J1-3806 Ensineers Comm. No. Date 10- 24 - 90 Surveyors Planners ZNp 2 ~ ~Q I I , ~ , • 141 1- _ - - - _ - ~ ~ , ~ = - - - - _ ~ - ~ ~ - - - _ - - - _ ~ - . - , - 44 - - + E - - - - ~ ~ --~r- f ~ - - - . ~ ~ , RECEfVED SEP 6 1999 6 Slmqml Suite 608 .4940 Viking Drive -Minneapolis, Minnesota 55435 .612-835-2808 CORPORAiION August 31, 1990 Mr. Tom Colbert Director of Public Works City of Eagan 3830 Pilot Knob Rd. Eagan, MN 55122 Re: Emergency Overflow for Northview Park Road Bridle Ridge 2nd Addition Dear Tom, The purpose of this letter is to inform you of Sienna's position regarding the City Council's recent decision pertaining to storm sewer improvements for the Stafford Place/Northview Park Road area and the use of a portion of Lot 31, Block 2, Bridle Ridge 2nd Addition as an emergency overflow for this system. The reason these concerns were not voiced at the last City Council meeting was that I was not aware of the volume of water that was anticipated to be conveyed through the mentioned emergency overflow swale. As part of the approval for Bridle Ridge 2nd Addition, we were required to put an emergency overflow swale along the south side of Lot 31, Block 2. This was constructed in accordance with the approved plan. Additionally, Sienna installed entrance monuments and landscaping alonq Narthview ParY. Doad and Trotter's Ridae. While this landscaping and berming was not shown on the grading plan, I think you will conclude that it does not effect the width of the swale at the back of the building pad; this is the critical area in that this is where the velocity of the run-off is greatest. The problem arose when, during the review of our plans, we weren't told the amount of water that was expected to be conducted through the swale in the event of a 100 year event. According to Mark Hanson at B.R.A.A., this overflow is expected to accommodate 80 c.f.s. during a 100 year event, serving as the emergency outlet for a 118 acre area. In my opinion and the opinion of my engineers, the over-land transmittance of this volume of water is neither acceptable or desirable. Zf I were to propose this in any of my subdivisions, the City would certainly not allow or approve it. This design is particularly Planners . Developers ¦ Coniractors unacceptable considering the slope of the lots and parkland that receive this water. I believe, in light of the known volume that this swale was expected to receive, the simple request for an emergency overflow swale on our property was at best understated. What the City should have requested was an EMERGENCY OVERFLOW SWALE!!!! Furthermore, I believe that in the presentation of the proposal to the City Council, the comparative need for an alternative to this swale was not stated. The people in Stafford Place who experienced erosion damage had nowhere near the volume of water flowing across their yards that we had across our lot. The problems occuring adjacent to Northview Park Road were only briefly discussed, leading the Council to believe that the only significant problem was the brief flooding in the street. Because there was no significant damage to our property, they were unintentionally lead to believe there was no problem. Good turf establishment and the fact that the lot was vacant, therefore allowing the water to flow over the entire lot, were the reasons we experienced little damage. As you are aware, we had sold that lot nearly 2 weeks prior to the Council meeting. After being properly informed after the meeting of the ramifications of the Council's action, I felt obliged to convey that information to the buyer. For obvious reasons, the buyer is now looking for a different lot. I have intentionally not attempted to get technical at this point; I am confident that you and your consultants are aware of the magnitude and severity of this problem. If you weren't, a solution (al beit an expensive solution) would not have been presented to the Council. While you have volunteered your services to help a prospective homeowner design landscaping to prevent erosion in this swale, I thinl; we all agree that a rip- rap ditch is not a traditional or commonly found design element in the average homeowners yard. We are therefore requesting that the City either purchase our lot, therefore enabling a very wide drainage swale, or design a catch basin/pipe system that prevents that amount of water from being conveyed over this lot. I don't believe that a system has to be constructed from the low point of Northview Park Road as suggested by B.R.A.A.; there should be less costly methods to eliminate or minimize the amount of water being conveyed by this swale. Because Sienna now owns that lot, we would be happy to grant the necessary easements to do this provided it does not effect the buildable area of the lot. I have attempted not to take a hostile position at this time in hopes that we can work out an amicable solution. I have every reason to believe that a solution can be reached quickly and without much pain. It is important to stress however that, should this not be possible, Sienna is prepared to take whatever measures are necessary to see that our concerns are adequately addressed and the problem rectified. I would appreciate meeting with you and other appropriate staff or consultants as soon as possible; it is important that the status of this lot be resolved, at least at a staff level, by sometime this week. Ve y truly yours, Ri k Packer Project Manager LOT: BLOCK: C) SUBD./P.I.D ~ ~ ~ ~ ~~CDC_PJL ~ ~ 2000 BUILDING PERMIT APPLICATION (RESIDENTIAL) CITY OF EAGAN Li3830 PILOT KNOB RD • 55122 651-681-4675 -~'-Q c) New Construction Requirements Remodel/Reaair Reauirements ? 3 registered sife surveys showing sq. R. of lot, sq. ff. of house 2 copfes oi plan and all roofed areas (20% maxfmum lot coveraae allowed) 1 set of energy calculations for heaTed oddRions ? 2 coples of plans (show beam 8 window sizes; poured fnd. design; efc.) 1 site survey for exterior additlons 8 decks D 1 sef of energy calculations D 3 copies of tree preservatlon plan H lot platted atter 7/1/93 ? Rim Joist Defafl Optlons selecfion sheet (buildinqs wlth 3 or less unNsl DATE: 10_'D_3)00 CONSTRUCTION COST: 5700y.E2 - DESCRIPTION OF WORK: R e?'tl ~1 ~ If muBi-famfly bldg., how many units? STREET ADDRESS: ?O ~S 1~1 c~ 2 Name: _T~_~_"ftv\ ~lM I r /7J Phone ~O S/-yJ & -914 ~ PROPERTY Last Fir t OWNER ~G~ Street Address: 1 City ~ State: mN Zip: SS-7aJ' Company: Phone (area code) CONTRACTOR Street Address: License # Exp. City State: Zip: ARCHRECT/ ENGINEER Company: Name: Telephone 8: ( ) Sfreet Atltlress: Registraflon Ciy Sfafe: 2ip: Sewer/water licensed plumber (if installina sewerlwater): Phone#: I hereby acknowledge that I have read this application, state that the information Is coRect, and agree to comply with all applicable State of Minnesota Statutes and Cfty of Eagan Or5iRances. / j Signature of Applicant: OFFICE USE ONLY Certificates of Survey Received _ Yes _ No RECE'„VED Tree Preservation Plan Received _ Yes _ No _ Not Required OCT 2 3 2000 BY: PERMIT City of Eagan Permit Type:Building Permit Number:EA112047 Date Issued:07/25/2013 Permit Category:ePermit Site Address: 777 Trotters Ridge Lot:31 Block: 2 Addition: Bridle Ridge 2nd PID:10-14997-02-310 Use: Description: Sub Type:Reroof Work Type:Replace Description: Census Code:434 - Zoning: Square Feet:0 Occupancy: Construction Type: Comments:If there is no ice protection inspection prior to final, the contractor must meet the inspector w/ a ladder and flat bar. Pictures are not acceptable in lieu of inspections. Carbon monoxide detectors are required by law in ALL single family homes . Jose Herrera 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 - Thomas S Peterson Tste 777 Trotters Ridge Eagan MN 55123--251 (651) 775-1656 Bayvista Inc 4222 Xerxes Ave N Minneapolis MN 55412 (612) 205-6156 Applicant/Permitee: Signature Issued By: Signature � Jo�� D� 2004 RESIDENTIAL BUII.DING PERMIT APPLICATION City Of Eagan 3830 Pilot Knob Road,Eagan MN 55122 Telephone#651-675-5675 FAX#651-675-5694 New Construction Reauirements RemodeVReaair Reauirements 3 registered site surveys showing sq.ft.of lot,sq.ft.of house;and ali roofed areas 2�pies of plan ��' ' .¢ (20°/a maximum lot coverage allowed) 1 set of Energy Calculations for heated additions 2 copies of plan showing beam&window sizes;poured found design,etc. 1 site survey for additions&decks 1 set of Energy Calculations Addifion-indicate if on-site sepfic system 3 copies of Tree Preservation Plan'rf lot platted after 7/1/93 Rim Joist Detail Options selection sheet (bidgs with 3 or less units Date�/�/� e Construction Cost�, `�(f�fJ�� Site Address � 7 '7 ��d'/� ��S �/Gf CJe. Unit/Ste # Description of Work �� ""``�U �� v�� Multi-Family Bldg _ Y _ N Fireplace(s) _ 0 _ 1 _ 2 Property Owner �o�1fi .S "�' �/�(C� pL�l�v��`J Telephone#(C�JS/) �� `7 Contractor ��✓1� ! l �CC C� Address �dd �� City �� --�—�, y State �i� � Zip � Telephone#(�j�))��..2. '�� "l�twi�( �� COMPLETE THIS AREA ONLY IF CONSTRUCTING A NEW BUILDING � Energy Code Category ��esota Rules 7670 Categorv 1 _ Minnesota Rules 7672 . Residential Ventilation Category 1 Worksheet • New Energy Code Worksheet (�I submission type) Submitted Submitted • Energy Envelope Calculations Submitted Have you previously constructed similar plan? _Y _N if so, 25% plan review fee applies. � '� � � � Licensed Plumber '�� L�04 Telephone #( ) f�� Mechanical Contractor Telephone #( ) . � Sewer/Water Contractor � � Telephone #( ) I hereby apply for a Residential Building Permit and acknowledge that the information is complete and accurate; that the work will be in conformance with the ordinances and codes of the City of Eagan and the State of MN Statutes; I understand this is not a permit, but only an application for a permit, and work is not to start without a permit; that the work will be in accordance with the approved plan in the case of work which requires a review and approval of plans. �� C��-/sb� Applicant's Printed Name Applicant's Signature PERMIT City of Eagan Permit Type:Building Permit Number:EA167343 Date Issued:03/10/2021 Permit Category:ePermit Site Address: 777 Trotters Ridge Lot:31 Block: 2 Addition: Bridle Ridge 2nd PID:10-14997-02-310 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: 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 - Chadron A & Michelle C Unruh 777 Trotters Rdg Eagan MN 55123 Renewal Andersen 1920 County Road C West Roseville MN 55113 (651) 264-4777 Applicant/Permitee: Signature Issued By: Signature PERMIT City of Eagan Permit Type:Building Permit Number:EA169358 Date Issued:05/24/2021 Permit Category:ePermit Site Address: 777 Trotters Ridge Lot:31 Block: 2 Addition: Bridle Ridge 2nd PID:10-14997-02-310 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: 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 - Chadron A & Michelle C Unruh 777 Trotters Rdg Eagan MN 55123 Garlock French Roofing 2301 E 25th St Minneapolis MN 55406 (612) 722-7129 Applicant/Permitee: Signature Issued By: Signature