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3709 Blackhawk Rd�City arEtat' 3830 Pilot Knob Road Eagan MN 55122 Phone: (651) 675-5675 Fax: (651)675-5694 Use BLUE or BLACK Ink For Office Use `�% Permit #: Permit Fee: rr Date Received: / 7-2-6'13 I Z7 1 Staff: 2013 RESIDENTIAL BUILDING PERMIT APPLICATION Date: Site Address: Unit #: J Name: �l'r2-V2.41- AS A-^rTij• Phone: esitlentl,/ 1� r Owner Address / City / Zip: 3'7 Gc) Applicant is: Owner •_ Contractor Y 0• Description of work: 1 Ic i 34 Zn-!1P-o.m a Vo o 4 -- Construction Construction Cost: 2.3,0cC Multi -Family Building: (Yes / No Cont�ractc Company.TP-RM9ok.1c.‹.. Spit - Address: 2'465 4m,1J i o L s t J p•3 C� State: Contact: 4—ir\-(?0e&6-- City: �Li Zip: S514) Phone: (4n 51, 7 7 5"? 9'4 o License #: Lead Certificate #: If the project is exempt from lead certification, please explain why: (see Page 3 for additional information COMPLETE THIS AREA ONLY IF CONSTRUCTING A NEW BUILDING In the last 12 months, has the City of Eagan issued a permit fora similar plan based on a master plan? _Yes po If yes, date and address of master plan: Licensed Plumber: Mechanical Contractor: Phone: Sewer & Water Contractor: Phone: Phone: plans e nforrla art' maybe classifred:as' noel=pu °u1 CALL BEFORE YO DIG. Call Gopher State One Call at (651) 454-0002 for protection against underground utility damage. Call 48 hours before you intend to dig to receive locates of underground utilities. www.00pherstateonecall.oro I hereby acknowledge that this information is complete and accurate; that the work will be in conformance with the ordinances and codes of the City of Eagan; that I understand this is not a permit, but only an application for a permit, and work is not to start without a permit; that the work will be in accordance with the approved plan in the case of work which requires a review and approval of plans. Exterior work authorized by a building permit issued in accordance with the Minneso days of permit issuance. x 6.N1 1•1 S 352 6-- x App ic. nts Signature Applicant's Printed Name to Building Code must be completed within 180 L. -6‘A T fin& KEA age1of3 S SUB TYPES _ Foundation _ Fireplace _ Single Family _ Garage Multi _ Deck �1 ccl y Eck >tJ DO NOT WRITE BELOW THIS LINE Porch (3 -Season) _ Storm Damage Porch (4 -Season) _ Exterior Alteration (Single Family) Porch (Screen/Gazebo/Pergola) _ Exterior Alteration (Multi) 01 of Plex _ Lower Level Pool _ Miscellaneous Accessory Building WORK TYPES New _ Interior Improvement _ Siding _ Demolish Building* _ Addition _ Move Building — Reroof — Demolish Interior Alteration _ Fire Repair _ Windows _ Demolish Foundation _ Replace _ Repair _ Egress Window _ Water Damage _ Retaining Wall DESCRIPTION Valuation Plan Review (25% 100% Census Code # of Units # of Buildings Type of Construction REQUIRED INSPECTIONS _ Footings (New Building) — Footings (Deck) Footings (Addition) Occupancy Code Edition Zoning Stories Square Feet Length Width *Demolition of entire building - give PCA handout to applicant MCES System SAC Units City Water Booster Pump PRV Fire Sprinklers Meter Size: Final / C.O. Required Final / No C.O. Required Foundation HVAC Gas Service Test Gas Line Air Test Drain Tile Other: Roof: _Ice & Water _Final ?c Pool: X Footings Air/Gas TestsFinal Framing Siding: _Stucco Lath Stone Lath Brick Fireplace: _Rough In Air Test _Final Windows _ Insulation Retaining Wall: _ Footings _ Backfill _ Final Sheathing Radon Control Sheetrock _ Erosion Control Reviewed By: , Building Inspector RESIDENTIAL FEES Base Fee Surcharge Plan Review MCES SAC City SAC Utility Connection Charge S&W Permit & Surcharge Treatment Plant Copies TOTAL Page 2 of 3 11 , A city oF aagan PAT GEAGAN Mayor PEGGY CARLSON CYNDEE FIELDS MIKE MAGUIRE MEG TILLEY Council Members THOMAS HEDGES City Administrator Municipal Center. 3830 Pilot Knob Road Eagan, MN 55122-1897 Phone: 651.675.5000 Fax: 651.675.5012 TDD: 651.454.8535 Maintenance Facility: 3501 Coachman Point Eagan, MN 55122 Phone: 651.675.5300 Fax: 651.675.5360 TDD: 651.454.8535 www.ciryofeagan.com T'HE LONE OAKTREE ? The symbol of strengch and growth in our ? community ? January 21, 2003 MR DAN GEROLD GEROLD BROTHERS CONSTRUCTION P O BOX 128 1409 E MAIN ST NEW PR.AGLTE MN 56071 RE: REFUND OF PERMIT #57495, 57496, AND 57497 Dear Dan: As requested in your letter dated 1-16-03, we have cancelled the aforementioned permits and are refunding $5,139.42 to you under separate cover. One-half of the plan review fee ($477.67) is being retained by the City. Building plans you submitted for this permit are being returned to you with this letter. This letter is also meant to advise you that effective January 1, 2001, the City of Eagan's Fee Schedule assesses a$50.00 fee to refund permits that have been processed and receipted. As a courtesy, we are informing contractors of this policy and issuing a full refund for a cancelled permit on a"one time only" basis. If you have any questions, please feel free to give me a call at 651-675-5671. incerely, Z"ce D. Severson Office Supervisor cc: Dale Schoeppner, Chief Building Official .. CLAIM VOUCHER - REFUND REQUEST CITY OF EAGAN MAKE CHECK PAYABLE TO: GEROLD BROTHERS HOMES ADDRESS: P O BOX 1'28 1704 280TH ST W NEW PRAGUE MN 56071 LOCATION: 3709 BLACKHAWK RD RECEIPT #/DATE: 38920 12/31/02 REASON FOR REFUND: CONTRACTOR CANCELLED PERMIT #: 57495, 57496, 57497 TYPE OF REFUND: Plumbing Permit 9001.4087 $ 90.00 Mechanical Pernut 9001.4088 $ 70.00 Building Perniit Fee 9001.4085 $ 1,469.75 Plan Review Fee 9001.4222 $ 477.67 SAC (MC/WS) 9220.2275 $ 1,188.00 SAC (City) 9379.4681 $ 100.00 SAC (Admin) 9001.4246 $ 12.00 Water Connection 9220.3865 $ Sewer Pernut 9220.4532 $ 50.00 Water Pernut 9220.4507 $ 50.00 Account Deposit 9220.2252 $ Water Meter 9220.4509 $ 118.00 Water Treatment 9220.4685 $ 540.00 Water Supply & Starage 9220.4680 $ 880.00 Surcharge 9001.2195 $ 94.00 Overpayment 9001.2250 $ Curb Box Deposit Refund 9220.2253 $ Construction Meter Dep Refund 9220.2254 $ Other $ TOTAL $ 5,139.42 I declale under the penalties of law that this account, claim, or demand is just and that no part of it has been paid. ? ?? - - 1/21/03 SIGNATURE DATE Note: 1/2 of plan review retained. 952 446 7279 ? 1=1b-2003 10:35AM FRDM GEROLD BROS_ HOMES 952 440 7279 "lnnovalive Ideas...0id Fashiorled Craftsmanship" P.O. Box 128, 1409 East Main, New Prague, Minnesota 56471 1_ a6-03 OFF: (952) 758-2842 FAX: (952) 758-4470 cny of Eaga,i Inspeetioa Departmnt 3830 Pflot ICnob Rpad Ea$an, MN. 55122 Eagan inspection Dcpirtment: We were issued a tsuilding petmit # EA057495 on 12-3 I-42. We are no aong,w goiryg ta lbuild this hurne arx# woc,ld like to get the permit fee refi,ncled baclc to us ft iS n,y understand;ng ttsat wc uell ge2 a fu[I refund for the perrxrit less / of the p3an review fee. Flease conta,ci me at (952}440-4924 if ypu have any questions. 1'hst?c you. bSi1 CIer01d Gerold $rothers HQmes P. i 1Vow Celebrating 25+ Yea" F,$T, 1975 a J. ?--- RESIDENTIAL -I?UILI?ING PERMIT APPLICATION C, C,?:. ?l Cl ?CITY OF EAGAN 3830 PILOT KNOB RD - 55122 , 651-681-4675 ??Z ?o If • , New Con ction RRemodellReoair Reauirsmenu • 3 registered site surveys showing sq. ft. of lot, sq. ft. of house; an ell roofed areas • 2 copies of pian (20% maximum lot coverage allowed) 1 set of Energy Caiculations for heated additiors • 2 copies of plan showing beam & window sizes; ured found design, etc.) ? . 1 site survey for e?erior additions & decks • 1 set of Energy Calculations ?,? ?,?J ? Indicate if home served by septic system for addiborts • 3 copies of Tree Preservation Ptan if lot platted aRer 1/93 f'JI'r • Rim Joist DetaH Options selection sheet (bldgs with 3 o s units) ? DATE 1, _/, JOB SITE ADDR IF MULTI-FAMILY BUILDING, HOW MANY U TS? PROPERTY OWNER-Mix areA ? ?t wc? TYPE OF WORK S ; APPLICANfi sn-iLr`old i3("rai.C. /swd.r+jr ADDRESS P• O. Q oi_I Z$' -/yoc ?, ?« PAGER #_ ULe- Ge.l 10 CELL PHONE # G Energy Code Category X (check one) Plumbing Contractor 54WA' 1 Plumbing System Includes: _ Mechanical Contractor: sa r Mechanical System Includes: MINNESR - Resin e ratiorn? Energy Envelo cu MINNESOT RULES - New En qv Code Worl VALUATION km?e??w}J , ?. ? ? _ 0 ? 1 _ 2 PHONE# ,4FIREPLACE(S) ¢. ZIP CODE Sdo?! 6 FAX # 9S'7- '4140 FILL OUT COMPLETELY 7670 CATEGORY 1 iateqorv 1 Worksheet Submitted #: 9'5 '2.. - q9 2 - 2 jlKo Fee: $90.00 Water oftener Lawn Sp ' ei Wate Heater No. of R.I. at /No, Baths S ct bv v2- Phone Air Conditioning Heat Recovery System Sewer/Water Contractor. Fee: $70.00 Phone # c4US?Z_-b[ All above information must be submitt d prior to processing of application. I hereby acknowledge that I ave read this application, state that the information is c ct, to or with all applicable State of innesota Statutes and City of Eagan Ordinances. .._- C~1 Stgnature of Applicant Certificates of Suroey Received ? Tree Preservation Plan Received 06 Not Required _ ??? ° , Updated 2002 OFFICE USE ONLY . ` ? 01 Foundation ? 07 05-plex ? 13 16-plex ? 20 PoQI ? 30 Accessory Bldg ?<02 SF pwelling ? 08 06-plex ? 16 Fireplace 0 21 Porch (3-sea.) ? 31 Ext. Alt - Multi O 03 01 of _ plex ? 09 07-ptex ? 17 Garage ? 22 Porch/Addn. (4-sea.) ? 33 Ext. Alt - SF ? 04 02-plex ? 10 08-plex ? 18 Deck ? 23 Porch (screened) 0 36 Multi 0 05 03-pfex ? 11 10-plex ? 19 Lower Level ? 24 Storm Damage ? 06 04-plex ? 12 12-plex Plbg_Y or _ N ? 25 Miscellaneous X 31 New ? 35 Int Improvement ? 38 Demolish (Interior) ? 44 Siding ? 32 Addition ? 36 Move Bldg. ? 42 Demolish (Foundation) 0 45 Fire Repair ? 33 Alteration ? 37 Demolish (Bldg)* ? 43 Reroof ? 46 Windows/Doors ? 34 Replacement *Demolition (Entire Bldg only) - Give PCA handout to applicant V l ti t MC/ES S an a ua Occupancy ys em Census Code 1 ? Zoning City Water SAC Units - V) Stories ? Booster Pump Nbr. of Units Sq. Ft. PRV Nbr. of Bldgs Length ? Fire Sprinklered Type of Const y/ ( y W idth REQUIRED INSPECTIONS ? Footings (new bldg) FinaUC.O. _ Footings (deck) FinaUNo C.O. Footings (addition) _ Plumbing ? Foundation _ HVAC Drain Tile Other Roof Ice & Water Final Pool Ftgs Air/Gas Tests Final _y Framing _ Siding Stucco Stone _ ? Fireplace _y R.I. `, Air Test ?Final Windows (new/replacement) ? Insulation 7? _ ? Retaining Wall Base Fee Surcharge Plan Review MC/ES SAC ciry sac Water Supply & Storage S&W Permit & Surcharge Treatment Plant Plumbing Permit Mechanical Permit License Search Copies Other Total Approved By ?? . , Building Inspector -------------------------- ------------------------------------------- 3 c? X le /_/,, s [2 C? Z YS L = /q ? L'o?90 ? ? ? ?? on?? ??".?'. 1) ;t(ov...r- ?'? qI Y! >'0 . ? : i?': ? °I ; ... .; ,, ? •:.. .r ,? ., . . . OfFICE OF 7HE REGISTiiAR OF TITLES ? . • DAK07A COUNTY, MINNESOTA ?-? CER'T1FIE0 THAT THE WITHIN INSTRUMENT 'i WAS RF»CORDED IN THIS OFFICE ON AND AT ' I ?JuL 74- 3o PH '95 ? m ? ooG No. -321977 .,,? ? • CER7IFICA NO I VOLUME PAQ JAMES N. STFtAR OF TITLES BY: ?ep t . ' FEE ? 31?RCHAfiG?? ti • ASSURANCE FUNp ; NON-ASSUR MI C FEE + CASH E] CNECK ESCROW I 1 : WELL [ ) CHARQE ° CHARQETO: , REFUIID DO NOT REMOVE ? i ? . ? State of Cnunty of DakotA certified to br a ti-ue and correct copy of the original on file and of record in mp office this T~dayof ? 19 tV`? (\ ?-` ?\ ?ta ti \ JANY?? I?,A.N -?, County Recorder gy Depuq 321977 ? CONSERVATION EASEMENT IN CONrfiLCTTON VV1TH EACrAN CIT'Y' PROJECT NO, 665 THIS EASEMEN'I', made ihis?ot day of . 1995, betweeu MAPLEWOOD DEVELOPMENT AND CQNSTRUCTION, IlNC., a Minnesota corporation, herein referred to as "Iandowner" and the CITY OF EAGAN, a municipal corporation, organized under the laws of the State of Minnesota; hereinafter referred to as the "City". WITNESSETH: T'tmat th-e Landawne;, in considm-aion of fhe sum of One Dollar ($1.00) and other good and valuable consideration, the receipt and suffi.ciency of wluch is hereby acknowledged, does hereby grant and convey unto-the City, its successors and assigns, a permanentconservation easement for the purpose of preserving and protecting the naturaE character of the easement area, over and across the following described premises, situated within Dakota County, Minnesota, to-wit: A perpetua2 easement for conservatian purposes over and across that part of the following described property: Lots 1, 2, 3, 4, 5 and. b, Block 2, BLAC:K1iA'UVK FOREST, according to the recorded plat thereof. Which lies westerly of a line 200.00 feet westezly of, measured at a right angle to and parallel with the east Iine of saad Trots 1, 2, 3, 4, 5 and 6. The Landowner, for itself and ifs successors and assigns, covenaut and agree that it shail net itself perform nor shatl it give permission to any third party to perfozm any of the following activities withui the easement area, without the prior written consenf of the Ciiy: A. Constructing, installin& storing or maintaining an.ythi.ug made by man, i.nclud.img but not limited to, buildings, strucrures, fences; walkways, clothes line poles and playground equiprnent; B. Pazking of veb.icles; C. 1'lanting of gardens; TMnsf'er EnEered Thfs_ 7---' Dakota Counry Treasurer-Audftor ,4? ; . D. .. Storage of firewaod; or E. Clear-cutting or removal of native vegetation or trees. The Landowner, for itself and its snccessors and assigns, fiuther covenants and agrees that the general topogFaphy of the easement area shall be contixiued iu its present condition and no excavation or change in the topography shail be allowed, save and except as may be required by any federal, state'or local government agency, other than , the Landowner, which has juiisdiction aver the easement premises ar as authorized by the City, in writing,, as the City shall, in its svle di,scretion decide is appropriate; that no cuttmg or harvesting af amy live tree or other live vegetative cover shall be permixtted . except-as may:be required by any federal, state or locai government agency, other than Landowner, whiciL has jur;sd:ciir. ever Lhe easement grem.iv-.-*. or as authorized by the City, in writing, as the City shall, in its sole discretion, decide is appropriate. The easement- granted herein does not--entitle the City to use or occupy the surface of*the easement except as specifically provided herein. This easement shall be effectzve upon Laudowner's execution aud shall contmue in force in perpetuity. Landowncr reserves the right to occupy and use the property an.d easement for all purposes not inconsistent ax intezf'ezing with the xestrictions set -forth herein. The easemenr granted herennder and the covenants coniain.ed herein shaU nm with the Iand and shall be bindin.g onto the parties hereto and its successors and assigns. And the Landownex, its successors and assigns, does covenaut with the Ciiy, its successozs and assigns, that it is the Landowner of the premises aforesaid and has good right to grant and convey the easement herein to the City. llN TESTIMONY VVHEREOF, the Landowner has caused this ea.sement to-be execnted as of the day and year first abave written. MAPLEW'OOD DEVELOPMENT AND CONSTRUCTION, WC., a Minnesota corpo tion By: Mario Cocchiarella Its: Chief Executive Officer . ? i. ., . STATE OF MJUNESOTA ) ) ss. COUNTY OF DAKOTA ) , On this ZZ_-day of 1995, before me a Notary Public -0 within azid £or said County, onally appeared MARIO COCCHIARELZ.A, to me personally Irnown, who being me duly swom, did say that he is the Chief Executive Officer of Maplewood Development and Construction, Inc., the corporation named in ihe foregoing insbnunent, and that-said instrumeut was signed. on behalf af said coiporation by authority of xts Board of Directors and said Chief Executive Officer acknowledged said '•?vmen to be #he free act and deed of the crnporation. MARtLYNJ.IADLtER MOTJINY W1ilC-1? . MY Comm. DP. JUa. 34.1000 N tary APPROVED AS TO FORM: W" Public Wo Departnaent ? Dated: Tvh t ZQ THIS INSTRUMEIVT WAS DRAFTED BY: SEVERSON, WILCOX SHELDON, P.A. 640 Midway National Bank Bldg. 7300 West 147th Street Apple Valley, MN 55124 . (612) 432 3136 ' - RBB/wkt 206'12869 APPROVED AS TO CONTENT: INDICATES CONSERVATION EASEMEN1' , ._ ? . . ?. ? .?•+.t _ . , '•b rt% wiwm2 a.stns BLACKHAWK FaRESi' c I ? ,? ' 't il.•t?? ?? Ap ? L ? • ?????1 ? 'lR o ? ?, : • i' ? ?5 ?/^ \?3"? ? ?: ?s.uM O ? . ? ?y ` 'T''1•__A u?lq?raa 3. ? ? ? MY?tf!!? ? .•1 .?'?J? r' -- --- `- ?'-=?t ? ?,? ??? ?\ ?`..? • ?` 1 `\?U'H i ? •, • `•? ? y q ..?.. . ,,y • • y 1r„r s '• ?,?A f ?f ?.? 1 ? ? • ibj??'q1 . „ j •r?.. . s , ? ? ? i?112 ? ??•%Y , ? ?' ? `+f?• I / ? ? ? Y T ? ? ;? ? ?:;::.._-- -??? ?. to ?P . 2 ?...ry!1 ? ??r?e.•e?s?. ?3 Y= _ r f-' ,i ? .. a` ? •i`? ' ? i- J1 1? t• / ?]f? J,,? NE N?WLL YMT( NO?M 14[ ? I•"'??:, 1 K+v+o ? , ,...,?? ? C ta.f. w ann .? ? a o a 120 ?a 3??? • ?•?? c' ? • ;?!: - - - - - - - " _ 1ti •» , :=t 1 '?,Z I Scda In Fcet ?I ?xa::S'.! .....................''s'...... ?X. I 10 ? O; ?? I L ? ?8 +ti •'r +7? jm?rTi ? . o ... ?. P \ip ( f! ? st} ti:?:::: }1r ::-'? ' :?Y yl :::;:?t? ? .. , . 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I42 '1 21 9i g? . ? n'.?ZF.:? ? •? ., 'p..?i.'? ?. y ; , • ? +r?`??. ? .w?y I . \ ` -i k«t aNa stn . or . vKin I tt f?? . . 1 ` `?: , -' :`•? I _ - , _ _ _ _ 1 •? i 1 r 11` ? .?: ,,? ( 1 ? } vl.!'!' '? ;;?::'+?i;• ? ..J i.kil!' ? IO? V?p Mlf P tiC M?M Wt W11MK1t CMVOt R?C?YI? ?? ?- b5 ' ?? o?.rt?n+t?mt+av ?nnrt •'? j 1 M l?? 170W. ? ? ? µna M? bnN M 1M l?. 1• :::•:• ?/ h?SevPwN OvaM? M'1Rw+ it. ; :<WkN? ;i; '? a` 4 wR: tCtr. w. e?.?e - t.tiw.n r ? ? 't ?:?? ? ? =s ` i ? rry ?• u+?e a :; :•,r:::?: y?F:• i '`?. i r y ? ? W : tl...? : •:: ? ??.?, ? . _ - .? ?o ?---? ?-- ? f?,u ?re ? ? / !` `? , • t } ??'y': w I di i w wt[ a.> ?- ? t' ? ??t MM ?0 4?1 1..NA uA M7eMFr '?' '?• ( ?"K-?I/ 1??4 M/ MIM ? ?N? l ' ? II Mi ? Wa N t f+' SCHOEl.L ? MADBbN, SNC. ENGiNEERS • SllflVEY0R5 • PUNNEqS • , T ?'?'? S01t. TESTiNO ? ENVIRDNLIENiAL 5EIMCFg 5HEET 3 OF 4 $IiEflS CLAIM VOUCHER - REFUND REQUEST CITY OF EAGAN - MAKE CHECK PAYABLE TO: MERLYN OLSON HOMES INC. ADDRESS: 6715 FEATHERSTONE DRIVE SAVAGE MN 55378 LOCATION: 3709 BLACKHAWK RD VALUATION: $170,000.00 RECEIPT #/DATE: 18380/10-11-2001 REASON FOR REFUND: CANCELLED PERMIT #: 47529 TYPE OF REFUND: Plumbing Pernut 9001.4087 $ Mechanical Permit 9001.4088 $ Building Pernut Fee 9001.4085 $ 1,385.75 1/2 Plan Review Fee 9001.4222 $ 45037 SAC (MC/WS) 9220.2275 $ 1,138.50 SAC (City) 9379.4681 $ 100.00 SAC (Admin) 9001.4246 $ 11.50 Water Connection 9220.3865 $ Sewer Permit 9220.4532 $ 50.00 Water Pernut 9220.4507 $ 50.00 Account Deposit 9220.2252 $ 30.00 Water Meter 9220.4509 $ 115.00 Water Treatment 9220.4685 $ 516.00 Surcharge 9001.2195 $ 85.00 Overpayment 9001.2250 $ Curb Box Deposit Refund 9220.2253 $ Construction Meter Dep Refund 9220.2254 $ Water Supply & Storage 9220.4680 $ 860.00 TOTA,L $ 4,792.62 I declare under the penalties of law that this account, claim, or demand is just and tha t no part of it has been paid. LaL SIGNATURE 91446???? 1 lf / ?ol 11-13-2001 DATE CLAIM VOUCHER - REFUND REQUEST CITY OF EAGAN MAKE CHECK PAYABLE TO: MERLYN OLSON HOMES INC. ADDRESS: 6715 FEATHERSTONE DRIVE SAVAGE MN 55378 LOCATION: 3709 BLACKHAWK RD RECEIPT #/DATE: 18380/10-11-2001 REASON FOR REFUND: CANCELLED VALUATION: PERMIT #: 47531 TYPE OF REFUND: Plumbing Pernut 9001.4087 $ Mechanical Pernut 9001.4088 $ 70.00 Building Permit Fee 9001.4085 $ Plan Review Fee 9001.4222 $ SAC (MC/WS) 9220.2275 $ SAC (City) 9379.4681 $ SAC (Admin) 9001.4246 $ Water Connection 92203865 $ Sewer Pernut 9220.4532 $ Water Permit 9220.4507 $ Account Deposit 9220.2252 $ Water Meter 9220.4509 $ Water Treatment 9220.4685 $ Surcharge 9001.2195 $ .50 Overpayment 9001.2250 $ Curb Box Deposit Refund 9220.2253 $ Construction Meter Dep Refund 9220.2254 $ Other $ TOTAL $ 70.50 I declare under the penalties of law that this account, claim, or demand is just and tha t no part of it has been paid. SIGNATURE (0000) 11-13-2001 DATE CLAIM VOUCHER - REFUND REQUEST CITY OF EAGAN ` MAKE CHECK PAYABLE TO: MERLYN OLSON HOMES INC. ADDRESS: 6715 FEATHERSTONE DRIVE SAVAGE MN 55378 LOCATION: 3709 BLACKHAWK RD VALUATION: RECEIPT #/DATE: 18380/10-11-2001 REASON FOR REFUND: CANCELLED PERMIT #: 47569 TYPE OF REFUND: Plumbing Permit 9001.4087 $ 90.00 Mechanical Perxnit 9001.4088 $ Building Perxnit Fee 9001.4085 $ Plan Review Fee 9001.4222 $ SAC (MC/WS) 9220.2275 $ SAC (City) 9379.4681 $ SAC (Admin) 9001.4246 $ Water Connection 9220.3865 $ Sewer Permit 9220.4532 $ Water Pernut 9220.4507 $ Account Deposit 9220.2252 $ Water Meter 9220.4509 $ Water Treatment 9220.4685 $ Surcharge 9001.2195 $ .50 Overpayment 9001.2250 $ Curb Box Deposit Refund 9220.2253 $ Construction Meter Dep Refund 9220.2254 $ Other $ TOTAL $ 90.50 I declare under the penalties of law that this account, claim, or demand is just and tha t no part of it has been paid. SIGNATURE 11-13-2001 DATE Nov 03 01 01:00p . Lo. RLYI )LSC () Pr[ E License #3162 447 r,GG11^ Gurnon and Rssociates [952) 447-6007 p.i OFFICE (9?'J2) 226-6022 6 71 5 F e a t h e r s t o n e D r i v e, S a v a g e, M N 5 5 3 7 8 vvu ) ? e.?-- \? l C)n November 3, 2001 Building Inspections - ATTN: Jan City of Eagan 3830 Pilot Knob Road Eagan, MN 55122 RE: Permit # EA047529, Issued October 11, 2001 Dear Jan: VIle hereby request cancel(ation of the above permit, effective immediately. The home buyer has cancelled the contract. I understand that yau will issue a partial refund in the amount of $4792.62. Thank you. Yours truly, ?? (='? Bill Gurnon, Business Manager 952/226-6004 Office (952) 226-6022; Fax {952} 226-6023; E-maif; info@merlynolsanhomes.com A city oF eagan PATRICIA E. AWADA Mayor PAUL BAKKEN PEGGY CARLSON CYNDEE FIELDS MEG TILLEY Council Memben THOMAS HEDGES Ciry Administrator Municipal Center: 3830 Pilot Knob Road Eagan, MN 55122-1897 Phone: 651.681.4600 Fax: 651.681.4612 TDD: 651.454.8535 Maintenance Facility: 3501 Coachman Point Eagan, MN 55122 Phone: 651.681.4300 Fax: 651.681.4360 TDD: 651.454.8535 www.cityofeagan.com THE LONE OAK TREE The rymbol of strength and growth in our community November 14, 2001 MERLYN OLSON HOMES INC 6715 FEATHERSTONE DR SAVAGE MN 55378 ?,iE: 3,709 BLACXHA?WK W'7?AD CANCELLATION OF PERMITS TO WHOM IT MAY CONCERN: As you requested, a refund will be forthcoming for the following permits: • Building Permit 47529 $ 4,792.62 • Plumbing Permit 47569 $ 90.50 • Mechanical Permit 47531 $ 70.50 The City did retain one-half of the plan review ($450.37), but all other monies were refundable. Normally, we do not refund the state surcharge; however, as you cancelled these permits within just a few days of issuance, we were able to adjust payment to the State to not include surcharge collected for these permits. If you have any questions or do not receive your refund within the next month, please call me at 651-681-4695. Sincerely, ?l t J Severson Office Supervisor ?ENTIA? BUILDtNG PERMtT APPL#CA'f ION ? 90. CITY OF EACAN (? ?? 3830 PtLOT KNt?g RD - $5'122 ? 1- ????} 3? 5 4 3 G b? 651-681-4675 Naw Canstrn Reauifgmts tJt. f--A- i? 01 R?modeURsna??ecuirements ? ?: ??,,(-_ . • 3 r e g i ss t ee r e d s i t e w rve y s s h a w i n g s q. ft. o i l o t, s q. i t o f h a u s e; a n c l l, roo f e d a r e a s ? 2 c o P i e s a# P f a n (200/o tllaX11T1k1PT1 bt COWefag$ 81bWBd) . 1 SCtOf G^(t@tgY C81Wlah8R5 fOT heale{} adO4(18 + 2 copies of pian showing beam & window sizes; Poureti found des?n, etc.) . 1 site survey for exWia addifiats & dedcs "? Vvu • t sef of Energy CaWlatrons • lndlcate 'rf twme seroed by sOPtic systern fot aCdWOns ?? • 3 copies ot 7ree Preserva? Plan if bt ptstted after 7/1193 • Rim Joist Detail Options seledion sheet (bldgswiih 3 or units) DarE - ? .? 7D 9 qG' khaw'LoVAL iCJN 000 JOB StTE ADDRESS ,l tF MULTI-FAMlLY BUi1DlNG, H4W MANY UNiTS? PROPERTY OWNERI&rk- Zvwo'f-ko TYPE OF W4RK?13"tIN,c35 /2&4UL.4-- FIREPLACE(S) 01,,&2 ?1PPLt? rt.r Sox_ »1 es PH4NE# ARDRESS TIP C4€)? PACER # CEtL PHONE # JdZ-7 f- 25'!, ' FAX NEW RESIDENTIALBU1LDlNC CSNLY- FILL t3Ut COMPLETELY Energy Gode Category MINNESOTA RULES 7670 CATEG (? (?[? "{? (check one) - Residential Ventitatian Category i Vtilorksh ?ke? I? 1!J T Energy Envalope Catcutations Submitted _ _ MINNESOTA RULES 7672 ? - New Energy Code Worksttset Submifted B Plumbing Confracfor: s?bt? mat Ga ? phono A; ; Plumbutg System Includes: r Water Softener .+ Lawn Sprinkter Fee.: 490.00 Water Heater ` No. of R.I. Baths , 3 No. of Baths p . Mechanicct Cantractar. &PtAt?- MeCLaC,k,ZPhro»e # l rg + ?? -'0l 4-fO Mechanical System Inctudes: 45 :lir Conditioning Fee: $10.00 - Heat Recovery System H Sewer/Water Cantractor. ?,1 T Phone # cx' ' . A!! ataove information must be submitted prior ta processing of applicatian. '??"?- rI??? I hereby ocknQwledge that I have read fihis application, state that the infor tior? is corre , t? ?. Ocinpfy ' with all applicable State of Minnesota Statutes and City of Eagan Or es. r ' Slgnature of Applicont Certificates of Survey R+eceived ? Tree Preservation Plan Received Not Required UpdaWd 1/01 OFF{CE USE ONLY 0 01 Foundation O 07 05-piex ? 13 16-plex ? 20 Pool r 1?7 02 SF pweliing O 08 06-plex ? 16 Fireplace ? 21 Porch (3-sea.) 0 03 01 of _ plex ? 09 07-plex ? 17 Garage 0 22 Porch/Addn. (4-sea.) ? 04 02-plex 0 10 08-piex Cl 18 Deck ? 23 Porch (screened) ? 05 03-plex ? 11 10-piex ? 19 Lower Level ? 24 Storm Damage D 06 04-plex ? 12 12-plex Pibg_Y or _ N ? 25 Misceflaneous k A. ,, y ? 30 Accessory Bidg p 31 Ext. Alt - Multi 0 33 Ext. Att - SF 0 36 MuJti ?p 31 New ? 35 Int lmprovement ? 38 Demolish (Interior) ? 44 Siding ? 32 Addition ? 36 Move Bldg. ? 42 Qemolish (Foundation) O 45 Fire Repair 13 33 Atteration 13 37 Demotish (81dg)* 0 43 Reroof D 46 WindowslDoors 0 34 Replacemant *Demolition (Entire Bldg only) -(3ive PCA handout to applicant Valuation l?-- 00 - - Occupancy NICIES System Census Code Zoning City Water SAC Units 5toriss / Booster Pump Nbr. of Units Sq. Ft. .27 PRV Nbr. of Btdgs l Length Fire SRrinkiered Type of Const ? Width REQUiRED INSPECTiONS Footings (new bldg) ? FinaUC.O. Footings (deck) _ FinaUNo C.O. Footings (addirion) _ Plumbing Foundation _ HVAC ? Drain Tile Roof Ice & Water Final Other ? Framing _ Pool _ Ftgs , Air/Gas Tests _ Final Siding Stucco Stone Fireptace R.I. Air Test Final _ - Insularion _ , ^ Windows (new/reglacement) Approved By Build'sng inspector . ? Base Fee ---- ------ ----------- ---- . -------------------- -------------?SR--l ------_--__?_?w?---------- --- -- ?w Surcharge Rian Review MC/ES SAC L.,? City SAC ? =-- ?¢ Z W ater Supply & Storage j ° S&W Permit & Surcharge Treatment Plant Plumbing Permit Meehanicai Permit ?? J License searcn ??? Copies 1 • Other Tatal MNcheck COMPLIANCE REPORT Minnesota Energy Code NNcheck Software Version 2.0 Minnesota Department of Public Service 1-612-296-5175 1-800-657-3710 COUNTY: Dakota STATE: Minnesota ZONE: 2 CONSTRUCTION TYPE: DATE: 9-18-2001 DATE OF PLANS: TITLE: Single Family Permit # Checked by/Date COMPLTANCE: PASSES Required UA = 419 Your Home = 397 Area or Insul Sheath Glazing/Door Perimeter R-Value R-Va1ue U-Value -------- - UA -- ---------------------------------- CEILINGS: Raised Truss ----------- 2035 -------- 38.0 -------- 0.0 - --- 52 WALLS: Wood Frame, 16" O.C. 2665 19.0 2.0 137 GLAZING: Windows or poors 520 0.350 182 DOORS 40 0.350 14 BSMT: 8.0' ht/7.5' bgf8.0' insul. ---------------------------------- 214 ----------- 10.0 -------- -------- ------------- 12 ---- COMPLIANCE STATEMENT: The proposed building design represented in these documents is consistent with the building plans, specifications, and other calculations submitted with the permit application. The proposed building has been designed to meet the re i- nts of the Minnesota Energy Co e. Builder/Designer Date ? / 12ZV/ (SEE ATTACHMENTS) oeveiopment fbRFEIST ? Block Number Z- Lot Number Address Builder (V? CtZi,?`f N O?SC ?t ?'m'eS - 16`71 S' Dz jg???cs6 YY? lv' i?t-t ? Q S Z 2210 °- f-? O Z OON Li`cT ; ftt?_.. 0 r,i ?r.v or L?Itv? t= 3i2DSL?'( Tree Protection Requirements: Tree Fencing Oak Tree Pruning (lmmediately seal wounds during April 1 to July 31) Therapeutic Pruning Retaining Wall Other: FEXC2AN FOaes-Mrr aIvIs'ora Replacement Trees: --)s -- Attachments: x Not Required As Follows: Yes No Additionai Notes: ? tvTtcY LVI-Y ?btz'r.s -rm PrFZ' -igri45 CZ&V\o VAt. AN D'T rj"C reC°CLv N ?x CfAQ A-Cto N By > pA7E H:\ghove\2000fi1e\treepres\Tree Preservation Plan Summary-2000 . ? . , . ,. . ` , 'TO'tY?, $16. w6UAl.WND = ???? iZ3 ?Fl L ?t?.oPo s?? Tu R?av? ? ? 2, Z3 o F"'C z. ?I t.q 5,J f? uo c?u ? c,? R?r+ti.o u r?t, = ? Zo ? ?3? ? ro F'[ t? .oo r l ?' NO ?nlTl6l?'[?ot? ,_ ? ?? :? ?? , , , , , a ? ? ? , o ' ? , C? i ? ; o ' ? ,; „ „ „, ?; , t, H O? / 1 ? ? I ??? ? ? ? - ? ?- ? ? 3 ? C? ? ? ? , 9'9 j ?l ? 806.7 - -1 ? ? ?, ;'/ ?''l- .s q? i ?s cn p?6` ? ? ?;, q0• S,'L I N ?f 'i??'? ?7 A ' ? ? ' ? ?? A ? I? ? ` ``? \?+ ? 0 0 tlv ? ?iO T??t,. ?tZ? ?l- = Z,pi Z U0 ?f L SIG, wDI.N? =?Z? y LO E i L ?6o Y, Z I I• I pp O ? ? i PN . • . . ? P y + ?? ? j N • I ?A q ? r I ?O • ?I im ? ? ? I I o; ? ? e ? ?- 3NIl 1N3I13 i NO vAa3S ?? 16?? R?D 0?9K ' _------ ?.,?- 11" 0??? n _ . _'- - - - m ? ? ,..,-n-°"""'.?°-' ? L '' ?? ? 3 CO (. ? a +` ' y ??O ? • s 6?Ct? P?? __ - __' [t'Lt?g?? `??,,.. ' .?-_? - 9tl . _ w ? I? *y n w {°° ? '? ? ' i ? ? ? ?0 ? ?o\M N ? ?? ? e ?ce ,C . \\ m ? ? I ? 2 rete? . ?t r ? ? ? ..?,,,,?• q?? ?SI? o ° Y 35noH ? ? r _?.?` t cn g ? 0350d0ild 'y?0 ? ? O t8' 60k?.1.?e. \ ? ? m ? ? .?' \?p? o g ? ? ^1 \ y ? / ?i '0 ? 0 / pp'tl y ? !" N' O } ?70 ?L _ " _ __ 'am ? . .? ? ? ? • ? , ? a A i ? ?!?` ? ? i I + ? b ? ; Q N ; `' ?? ?zF? iZ" ?sH ? a?Z, I o t °?S ? ! _ _?1 ° ?r? 3 so FT` y ? ? ( y ?+--..---' ?;` . ?? / / oa?? ?,,..__- ? L?, ? Q?? 0+9 K- ' ' ' 2 ??ao ???y 'i ' ..>..,,?-" ( S' ,, (?C.? ? ? ? ? ??usv F'? Ass. `°??s ??z?? 'i?U F?L `? ? U?de.,- ?v?s? r ? ? • d?? ? ?s ?t7g ? ? mPe ? k „ ? d ? ? ?: ? e ?d'? ?ast?i ? ; ?ltg??,.?? ? ?' , ? ? ? ' I ? ? ?--- Z?" t? uR otl ' ' - - . A ? ?' Y; l.?fyPC? P?r-c'?e ey-?d h S ? T •C'N C 11?? gu? O?qC- , , ? \ _ ._-_ QI- Q ? ?`? ?5?1 ' ? ? t ; ? ?, s ? __ _ - e o,. -- ? sp ?L ? ! l 4?_ - 3 5.?.9 ? sN ?1?$ ' ? I? 4? ?\ °'?° . v O I 4 Y? 3 ['LLBD ?'LLQ V? t.. ?. (A 9.. b, J, 11r.:?) a _.___....?..._?._...... ,.?..._._....,..._._?...,.?._,.,..,_?._.._ , . '. ? BLACKHAWK FOREST LOT 3 BLOCK 1 DEVELOPMENT APPLICATION REVIEW - 9-19-01 Vegetation Existing Allowable Proposed Proposed Required Cash Classification Woodiands Removal Removal Preserved Mitiqation Eauivalent Significant Woodland 0.43 acres 20.0% 0.05 acres 0.38 acres -6 B trees -$1,824 18,750 sq. ft. 3,750 sq. ft. 2,230 sc}. ft. 16,520 sq. ft. 11.9% 88.1% LOT SURVEY CHECKLIST FOR RESIDENTIAL BUILDING PERMIT APPUCATION , PROPERTY IEGAL: DATE OF SURVEY: ? LATEST REVISION: , • .? t,• - rn c ? U DOCUMENT STANDARDS O z ¢ I/ ? ? • Registered Land Surveyor signature and company E/ ? ? • Building Permit Applicant Cql ? ? • Legal description Q' ? ? • Address [? ? ? • North arrow and scale ? El • House type (rambler, walkout, spiit w/o, spiit entry lookout etc.) ?? 0 • , , Directionai drainage arrows with slope/gradient % [d/ ? ? • Proposed/existing sewer and water services & invert elevation Ce ? d • Street name IV/ ? U • Driveway C? ? Cl • Lot Square Footage d [i C1 • Lot Coverage Q/ ? ? • Benchmark ELEVATIONS Existinp d? ? • Sewer service (or Psoposed) r? ? ? • Property corners e ? ? • Top of curb at the driveway and property line extensions @' ?? • Elevations of any existing adjacent homes ?D'? ? • Adequate footing depth of structures due to adjacent utility trenches P" ? ? • Waterways (pond, stream, etc.) Proposed [? ? ? • Garage floor ? ? ? • First floor ? ? • Lowest exposed elevation (walkouUwindow) ? ? • Property comers Cd" ?? • Front and rear of home at the foundation PONDING AREA (if aqalicable) C3' ? ? • Easement line l3/ ? ? • NWL C? ? ? • HWL ? ? ? • Pond # designation 0 [?K ? • Emergency Overflow Elevation DIMENSIONS CV' D? • Lot linesl8earings & dimensions r? ?? • Right-of-way and street width (to back of curb) Q"?? • Proposed home dimensions including any proposed decks, overhangs greater than 2', porches, etc. (i.e. all structures requiring permanent footings) r,-/ ? ? • Show all easements of record and any City utilities within those easements [A'/'- ?? • Setbacks of proposed structure and sideyard setback of adjacent existing structures C? ?? • Retaining wall requirements, if any Reviewed: Name `` ` / Date s r ? S D 0 q &>k ? . L`431 ??jk 0-?l -TvA,c,? tZ u v,, 4 v? hvei-`t ---------- .?-; 117511 G? , T?? ?.; se. C lle?,a , i vI VWu -f}cceSS CovGr ?tfud- _ , r"p C? _ s?s. 500 42?o,l, ce>nC. Fe.,vk'p +cx? 1 'k \ "i P.S.?slwa'A I'll l? c le"+. 0 . GEROLD BROTHERS HOMES P.O. BOX 128 17a4 280TH sT w. NEW PRAGUE, MN 56071 V: / Z-- j(:I'-O Z-- G, EL, 53r 3 .15 ? ,S0 C? '!,Q..`\4 ?- CD??G . ?'uu??? -?t?j,? o Ga(Ab.y #-- ? 3??'`7 ' ?' `?c f'"'??" a?c??? .?zc.k, P.??, k pvc- ' t 17 r 12/19/02 THII 16:16 FA% 8128902753 STOCRER E%CAVATING l?i 002 nCiouLDs PuMPS Submersible a Sewage Pump x 3887BF Prosurance availaG(a for residentiat appilcations. APPIICkTI0N5 Spec'rfit;ally designed forthe tollowing uses: • Homes • 5ewage systems • Dewatering/Effluent • Water transfer • Light indwtrial ? CommEtCid! 3DDliWuDnS Anywhere waste or dralnage must be disposed of qvickly, quietly and etfidently. SPECIFlCATIOMS pump •Solids handling capabilffies: 2' mazimum. • CapacitEes: up fi 1.83 GPWI. • Tota1 heads; up to 38 teetTDM, • Discharge size:7' NPT threaded companion flange as sQndard. 3' option availatrlebut must he a?dered separately. (Order no. A1 •3) • 7emperature: 104°F (40110) coiftUOUs 140°F (60°C) ItltetTttitta?t. • See order numoers on reverse slde ror specific HP, vett3ge, phase and RPMs available, fEATURES siainiess steel metai paKS, BlNVF1-Id elastomers. ¦ Shatt: Corrosion resistant, 400 sedes stain(ess sleel. Threaded design. Locknut on three phase moclels ta guard against componeM damape on uciderrtal reverse rotaGon. ¦ F8Stt11EpS: 3Q0 581SES stainless 8teel. ¦ Cepable of rutming dry without damaBe to Cotnpoherts. ¦ Uesigned for coMlnuous operaion, when fully subrtwyed. MOToRs 9 Fully submerged in high Qrasle turbine al for tubrkation and a(ficieni heat transter. AII ratings aTe within the working limits of the motor, ?+erEns FE6r iGt ? ..._..... I s a ? 0 A a ¦ Class 8lnsulatian. • Ail singie phase malels teature caparAor start motors for maiomum startinA torque. Sin9le DhaSe l60 *_ 0 Built-ir1 eveApad wlth automatk reset. • Y, ancl :s HP - tf?'3 5J70W witlh 115 V or 230 v 1h2e prong plug. •N and 1 HP- 74f3 STOW with b2te leads. 71uee Dhase (60 Hz?: • Over?oad protect;on must be provided in SWRer unit. - 'h-1 HP -14l4 STQW wilh bareleads. ¦ Dcaigeed for carfflnuous Operaticn: Pump rat+ngs are wfthin the moior manufacturers recommended warking timits, can be operdted aontinuously wRhout damage when fulry submerped. ¦ Bearings: Upper and lower heavy dUty ba41 bearing Corastruction. a Power Cables: Severe dury rated, oil and wdter resis`iant. Epoxy saal on mofor end prousdes secondary moisfure barrier +n case M outer jacliet damage and to prevent atl wicking. 20 toot stanCard rrftli aptional lengths avallable. ¦ Ntotar Cuver 0-ring: Assures peswve sealing against corAaminatR and oit leakage. * Consult tactory for informa- Ilwn an 575 V models, AUNCT usnrrsS C00 T idad toU67/8xn0 CSR 22,2108 SIen77Mt !P cxuelan sp?aN? uwdauon on us Fus.uawe Gaulds PoM1rASls ISO 91107 Hep(swred. aEnIES: 3487er ' j zsaios , RPM, 1750 SEMI?OPEN ?M7ELLER' ? ....__. ? . ?... .. ._. ' i 3 i ?....._... .i . . . : i I I ? • Impe![er. Cast iron, semi- open, non-cbg, dynatnlcally balanced xfth pump out vanes for mechanical sQa! proteclion- Optional sllicon bronze impetlef available. ¦ Casiag: Cast iron flan8ed vptute tpe for maximum effiaency. pesigned for easy installation on A1 azo srtde rail. ¦ A7echaaical Seafs: SIL{CDN cAReioe us. Sucor+ eARBIDE sealing km for suRetior abrasive resistance, 4) 20pp GOUIds pwtlps ENective Februery, Z000 ................,. .. . .... ... . ........ _.._.. ` ......_ ,acPM ...... i ? ..........._ ? . ....._':... . ; , , . ?_ . i. l___ 1 l i?.._.......,._._?i _. i ? _za ao ._..?a 1 oa ?yo 14o ,eo 18ou.8.aom o 20 30 ao mva fLow atTe <;* i7T Industries w Goulds Pumps 12/19/02 TfiU 18:17 FAF, 8128902753 STOCKER EXCAYATIhG a ? R r i e Easy-Wnstall liquld tevel alarm system foF fndoor ose. ? 1 This alarm systorn monrtors 6quid IeveLs in Rft pump chambeTs, sump pump baslm, fioidtng anks, sewage, agrictsthual. and orher non•potabie water applicatians. •1?• . ?e: The Tank AlerCm i alam+ systam ean serve as a high or low level alarm dopending vn the float I switch modet used. 'fhe afarm hom sowids when a potentially fteamning tiquid le4 condtion occurs. The horn can be tumed aB, but the waming (ight remaina on unGl the coufieon is remediad. A green "prnwer on° Rght irdcates power to the alartn panel. SPFCIFICATIONS N NEMA 1enclosure rated for Indoor use. VOLTAGEFOR1S0YA?MCDLLz R Red wamtn9 U9ht, 9rean "power on° Wt, alarm test switch, and -PdMEM 12D yAC. 5d= Hz 6.5 waK.a mex. (alarm condWon) twm silence switch. fiegaWVL' 12 VAC = AI-erm leom sounds at 88 decibels at 10 leet (3 meters)• yOL7AGEFOR29oVAC1id009L- ¦ Can be used vAth atay UL lfst¢d switching mechanism rated to t"0`'Lt1iRi°°r=AO"tM*Q PdOW 290VAC,SDlBCHz. indUde i 8mp. 12 VAC load. alamt cotidRlor+) S watts mau ?. 6 r Atarm system (when insiaNad on aepar2te circun) operates even ? V 12 ?'BC011d8N- the pump carurit iails. ALAAM ENCI.OSU RE: 8 x Q x 2.5 incM ¦ Cmoete pacltage jnciudes stgndard Sensor Floel"^ oofitlol switch (15.24 x 10.18 x 6.85 em), NEMA 1 ? with 15 feet (4.57 meters) ot cabte (ather letK}!hs aVaila4te), and met81. Includes outsidA r11vt1rrthg ' pipe clamp for moun6ng, uninate.a the need to deviCe which el ¦ Swaching mechanism qpprotes on ivw wthage and is Wated firom ' dpon the emlocuR ALARM HOpN; 88 dmihBiS at 10 teet vie to reduce the possillility of shxk fhe ppvyer 1 ($ matets) ? UL l,isted; mtscellaneous signei appiiance. pOWER CQBD: e foot(1,8 meter) ! CSA Ce[tified. FLAATSWrfCHCONHJECTtON TERNIU+IAL: For floac swbh ¦ three-year limitetl wvssrrarrty, conneeti4n only. Oo not apply ppwer. (4ohsge aeross teRrrinaie ? ., ? is 12 vnc.) ? FLOAT$1NJTCN:SensofFioat°GOrna'o1 ? swbh with Pipe clamp 0able;l5 f9et (4.57 meters), flexble 18 qauge, z eonductor (UL) 5,i0w, water-resistam (GpF-) wpoLl 3,33 lnch digmeter x 4.55 tttah (on9 (S.SB sm x 11_56 cm), hiph impack coffosion resiSlaM PvC housing fo1 use ln aewage and narpotable wdier uqf to 14a'DF yyMen ardamd with !he alarm, this system is avaiiable witN: (80°0) Swikh: hemOtelly sealed skeol / qltemate float switch models tor high or low levei waminp, capsule teatures mercury•ta 1 120 VAC prim3ry vot[epe or 230 VAC primery volt8qe (230 vAC modst is corrtachs ?ry o - 0- not UL LiSte4 or CSA GeRfietn. ? 11 Dd YtR4*w 111s-TSM4, IMC. PQ 6ox 17081 Detfort tskes, MN b65o2 1-88&D1A1--S.IE • 1-218?047-1317 . . '1?18=947=461T`?ex" omaN: SjeQsJerllOmbus.cam .* 12I19/02 THU 16:16 FAb 8128902753 N GouLos PunnPs COMPOMEHTS No Descripl;on i Multi-metl0n-Uo impft 2 Heclruwai aint outsitle and Insitle 3 Nicun terurde vs. Ik'.uo prbide mecl4aflical seal d Wi11f8,ashtlsh2ft 5 NI h rade Nfirine MI 6 All ball Wwq heauy Qul desi 7 xV Sealed tabk 9-ring sW I Suhmersible Sewage Pump 3887BF Zoo3 DIMENSIQNS SIMPLEX AND OUPLpX SYSTEMS (AU tiimensions are in inches. Dp nvt uu for Construction purposes.) Simpiea Ejeetor Syslemr are used where drain facilitles are 6elow sxisting sewer + tines. Aiso can be used for septic tdnk ?- -' applications where wastewater must be -, ? 12W - DuRlpedawayfromtankforireaifient ROTpT1pN r 5?' " 1 or disposal. ? . -- f Duplex EjeMOr Systerm: oifer the 8y; neoessary safety fequired 6y inatltutions w h f c h c a n n o t a ff o r d a n i n t e r t u p ti o n i n KICK-? $AGK their sewage disposal sys#ems. MOAEIS AND PERFORMANCE RATiN6S Fbp9 ed Otumfle Sew Yumpc. Y SWlb s Porlurmanee R?IAys {qalkutt per rt?urAel Tolal H eqd - feet ol Wiltt Ordv Na. Nv 7 PH Yels Ma+. Amps. RPm Me41t4 Wt. (Ib3.) 5 1 15 20 2 30 aS w¢ 17BF 175 9.6 WSt13188F h 1 7D0 5.5 NA 63 82 . 33 yYgp3179f 23D 4.8 YV505It8P 115 i4.5 W5051DSf iN505128F ?VJS05388F __ W505326F W5053qBF i L 3 Qtl0 230 21?D 460 8.0 _ 7.3 3.8 3.3 1.7 NA K2+1 K 2 KZ3 ? 155 122 90 SQ 7 I j ? wso?,eeF z ,?a ? w507ti28F 4VSOl3SBF 41 , 230 , 00 . 4.4 4,1 1750 K34 150 1?3 ? 90 47 5 W3?ZBF 3 230 3.6 K33 W07348F 460 K23 WS10?88f 200 14.a_ NA ? I i072BF 88F 1 ? 230 1Z.3_ 8a ?_ t55 126 95 61 28F IN42F 3 230 460 5.8 28 Kai 1(29 a. PRINTEb Iro U.S.n SPECIRICATIONS ARE SUBJECT TO CXANG@ W17HOtlI' NCTICE. STOCKER E%CAVATING Gaufds Pumps ?& ITT Industries 4 ? ,, , , =?-DRAINAGE & UTILIiY EASEMENT d%----_, , '? '' \ \? . ? ti ?? . Survey for; MEI?I_YIV OL50N NQMES N_$ 475,8? RE7kiNING ? iMALi. SA4.9 ? 849.9 ??852.7 70.5<??,A_._ _?? ? Denofes Iron Monument Found 0 Denotes Iron Monument Set R?SON INC. RLSON SURVEYORS 332-7A REVISED 9-20-01 NOTE: LOT AREA = 52,168 SQ.FT. LOT COVERAGE = 6,310 SQ.FT. ! • La'f?° s7?afiD? ??urrc? ?101'? ? ?f „? ? ? ?? ? ? ; ? ? ???? ?? :??? ? TI ? ? ??j ? / ?'.?:?:?° s? ?,?, ?_ ?? ?i'ut?,?"`w' / '? L? J .? '? `?ar..?.?n'C?`? ???,T?rca I ,y;a?`??' ???, ?z;a. ? '?? DESCRIPTlaN; Lot 3, ?lock 2, ?LACKHA?VK FOREST i hereby cerfify that this survey was prepared by me or under my direct supervision, ond that I om a registered land surveyor under fhe laws of {he S?Qte of ?9inne o a. Dated this 17t?; doy of? September, 2009. `; / ` ?__ CARLSON & CARLSON, INC. EY ?-??'?'? ?; ?'? ? _?.,_;y,s? ?` -??__ LAND SURVEYORS ,?..f Larry R,''Couture, Land Surveyor Tele. No. (952) 888-2084 Minnesota License No. 9018 Proposed Grades: Top of block _ 847•5 _ Garoge Floor _ 847,0 _ Basemenf ?loor _ 838.5 _ NOTE. Circled elevat+ans ore proposed, others ore existing, Arrows denote direction of droinoge. SCALE: 1 " = 30' ? ? ? Z ?? ?, R??N ;,:; 8? ,'„ ? O a ?;, i oTELE 4 H71.8 ? '(? CAN iD 1871.6 � i ,,�� l�„�� zr -z,�i �� `� 1�(,� t �� __^Use BLUE or BLACK Ink � ��/" �� I For Office Use �/ � d/ I � '� " � �• �� V� � � �� l L�o�� 7/�� Perrnit�: � �a � --�-=1-�—�--F�- � Permit Fee: 3830 Pilot Knob Road � � Eagan MN 55122 � Date Received: j Phone:(651)675-5675 i Staff: I Fax:(651)675-5694 �� 1��S( v � � -�� -----------------� 2013 RESIDENTIAL BUILDING PERMIT APPLICATION �� ,°� 3�05 �3�c�h�� t. � � '� Date ��'L-1 13 Site Address: Unit#: N \�� f � 1� Name: 1"�Vh��-r 1 U a�,J i �' A-s m S� 1�.r-�e.� Phone: ��3�.'�j�]"j� , �, � ��r�� /C � Il �' PL�<-�.. sk.Q",�� M� ��ay y� � �, ��;�� : Address/City/Zip: � � � `I J �Y��^ t �:' Applicant is: Owner Contractor Description of work: �� `t6 N't� ��✓��"�' ��l d� �� ; }m, t � ' Construction Cost: O� Multi-Family Building:(Yes /No� �� ;; Company: �..J 1 J I rl P..� (_�V S�✓�'L tt{�M�S Contact: ��V� �.�f �P-G'1__-- �� +��c�l� Address: �1 7 �� City: T't i!�S�d1 State: W i Zip: c� `f�r,� Phone: � I ��co ��a�� License#: �C�� (} Lead Certificate#: �� If the project is exempt from lead certification, please explain why: (see Page 3 for additional information) La� � t�C,�.� ,� �. r�� . � COMPLETE THIS AREA ONLY IF CONSTRUCTING A NEW BUILDING In the last 12 m s,has the City of Eagan issued a permit for a simil�r plan based on a master plan? � _Yes _No If yes, date and address of master plan: � ��]_� /, y��') t� �� _ Licensed Plumber: p`"`�� S� ��`'�a�°� �� . Phone: ""�°�" y� � , �� ,��7 , � U S !a 5.�,�j'4,� Mechanical Contractor: 1,�'✓1 t- �� [� �1 � Phone:_�) _ I _ . � Sewer 8 Water Gontractor:_ �IA�VL t' �Y''C�� Phone: �0 5 I- �� '�_ �-} ` '! �� 3� � �� Btt►t��I��"��f�� `,I��'��'� ��`��`�`� � � � � :`2; .�.�' S �.,�n ,. ,. �� .i n4 m,��r< < ,u�. f�� }°�{F �.�� ,1. . r � ,. .. . 2�..:,� ,.,y..� . . ..>,,.. ..e�.or .R .., 'r. z.-. ...,..., . £ " 5 CALL BEFORE YOU D{G. Call Gopher State One Call at(651)454-0002 for protection against underground utiliry damage. Call 48 hours before you intend to dig to receive locates of underground utilities. wuvw.aoqherstateonecall.ora I hereby acknowledge that this information is complete and accurate;that the work will be in confonnance with the ordinances and codes of the City of Eagan; that I understand this is not a permit, but only an application for a permit, and work is not to start without a pe�nit; that the work will be in accordance with the approved plan in the case of work which requires a review and approval of plans. Exteflor work authorized by a building permit issued in accordance with the Minnesota il Code must be completed within 180 days of permit issuance. � �e..��a� �'�v� x �IicanYs Printed Name Applica ' S' ture Page 1 of 3 '3-7014C(c�iaw DO NOT WRITE BELOW THIS LINE SUB TYPES Foundation Single Family Multi 01 of _ Plex Accessory Building WORK TYPES New Addition Alteration Replace Retaining Wall DESCRIPTION Valuation Plan Review (25%_ 100% Census Code # of Units # of Buildings Type of Construction Fireplace _ Garage Deck Lower Level _ Interior Improvement Move Building Fire Repair Repair v Porch (3 -Season) Porch (4 -Season) Porch (Screen/Gazebo/Pergola) Pool Occupancy Code Edition Zoning Stories Square Feet Length Width REQUIRED INSPECTIONS f`, Footings (New Building) Footings (Deck) Footings (Addition) )( Foundation Drain Tile Roof: _Ice & Water Final Framing Fireplace: Rough In Air Test X Final Insulation Sheathing Sheetrock e Siding Reroof Windows Egress Window re,( Izl�� _ Storm Damage _ Exterior Alteration (Single Family) _ Exterior Alteration (Multi) Miscellaneous _ Demolish Building* _ Demolish Interior Demolish Foundation _ Water Damage *Demolition of entire building — give PCA handout to applicant MCES System SAC Units City Water Booster Pump PRV Fire Sprinklers Meter Size: Final / C.O. Required /Final / No C.O. Required _ HVAC _ Gas Service Test Gas Line Air Test _ Other: Pool: _Footings Air/Gas Tests _Final _ Siding: _Stucco Lath Brick Windows Retaining Wall: ' Footings 4Backfill final Radon Control Erosion Control ing Inspector , Buil RESIDENTIAL FEES Base Fee Surcharge Plan Review MCES SAC City SAC Utility Connection Charge S&W Permit & Surcharge Treatment Plant Copies TOTAL fit ukiir9 2,-CO(/6,,w (4 1 ci)2 G F4%). gqt" 9<7.5 7711ra'1 ri pr sr) 5(70 -u -G x 4 �19 0, ��1 ui (0('`11 Qs, 25 IV?!WC ,? (I)ow, 1 to (9 ?< 0.'t rkurkAj20 AtG9 C-03 9')- 2 of ala, � � �►�� C054ag r1� C!ty otEagali Address: 3709 Blackhawk Rd Permit #: 121281 The following items were / were not completed at the Final Inspection on: 1 2 / Z / y Final grade - 6" from siding Permanent steps — Garage Permanent steps — Main Entry Permanent Driveway Permanent Gas Retaining Wall or 3:1 Max Slope Sod / Seeded Lawn Trail / Curb Damage Porch Lower Level Finish Deck Fireplace pc F- r mm.4 F4 • Verify with your builder that roof test caps from the plumbing system have been removed. • Turn off water supply to the outside lawn faucets before freeze potential exists. • Call the Engineering Department at (651) 675-5646 prior to working in the right-of-way or installing an irrigation system. Building Inspector: G:\Building Inspections\FORMS\Checklists VA" New Cons t€ ction Energy Code Compiia Per N1101.8 Building Cediricate. A budding certificate shall be posted in a permanently vFsibie locerion inside the building. The cedificede shag be completed by the builder and shall kit ttuume ion and values or component rest ed in Table N1101.8. Irateng Address ar eve Dwsiiog er Dwe4mmg Untl -709 thC.ICrA4J 1b ueo D14 THE ST Qin OPE cA&w MIN rsoeme number `EC41Z9t° RADON SYSTEM House area Sq. Ft Number of bedrooms Ins °cati©n Rin Joist (Foradation) 0 w 0 r- 0 Type: Check All That Apply Non or Not Applicable Fiberglass, Blown fo m wm a 0 1 U 0 0 a E 0 Fount Open Cell -0 e_ 0 c 2 0 0 0 CDti Other Please Describe Hem Bonus roast over garage Average U -Fac or Occludes skyights Solar Heat Gain door) U: •2q S MECHANICAL SYSTEMS R -value Mer S Mangy Rating orae Te s: 6 tv/v6' Make-up Air Not requ Passive a Tye Mechanical Ventilation System Describe any additional or combined heating or heat purrs with gas back-up furnace): c r. Heat Recover entitator (HRV) capacity m ns L f ergy Rae i r entllahw (EIW) Capac yin tams- L, Continuous exhausting fart(s) zit l m ckrts: Location of fan(s), n(s), describe: Capacity continuous venom, rate in cfms: Total ventilation (i+ continuous) rate in c frnsr V V e.g. two furnaces or air source • metal duct Combustion Mr 0 High: -20 0 Other, describe: Location of duct or system 44114 ICA I— Pfraos.,\ metal duct )AIGY. T ON(tated 4/8/2013 Wise HVAC Load Calculations for Naqvi KVACREs'"NnAL' HVAC LOADS Prepared By: Monday, March 10, 2014 Rhvac is an ACCA approved Manual J and Manual D computer program. Calculations are performed per ACCA Manual J 8th Edition, Version 2, and ACCA Manual D, Rer der tief Liatit Cnmmesc t HVA t mai Auer Steel (New Hope) ?14t ,NIN 55441_. Project Repo t�r�ra� Project Title: se Project Date: Friday, February 21, 2014 Client Name: Naqvi Deig date Deference Ci ty: Minneapolis, Minnesota Building Orientation: Front door faces North Daily Temperature Range: Medium Latitude: 44 Degrees Elevation: 834 ft. Altitude Factor: 0.970 Winter: Summer: Check Figur Total Building Supply CFM: 1,614 Square ft. of Room Area: 5,527 Volume (ft3) of Cond. Space: 58,953 Suildirtp Loads Total Heating Required Including Ven lation Air: 105,281 Btuh Total Sensible Gain: 37,114 Btuh Total Latent Gain: 9,882 Btuh Total Cooling Required Including Ventilation Air: 46,996 Btuh Notes Rhvac is an ACCA approved Manual J and Manual D computer program. e �" Calculations are performed per ACCA Manual J 8th Edition, Version 2, and ACCA Manual D. All computed results are estimates as building use and weather may vary. Be sure to select a unit that meets both sensible and latent loads according to the manufacturer's performance data at your design conditions. Outdoor Dry Bulb -16 95 Outdoor Wet Bulb -12.38 73 Outdoor ReI.H um 100% 36% Indoor Rel.Hum n/a 50% Indoor Grains Dry Bulb Difference 72 n/a 70 34 CFM Per Square ft.: Square ft. Per Ton: 0,292 1,411 05.281 MBH 79 % 21 % 3.92 Tons (Based On Sensible + Latent) C:IUsers\cmh\Documents\Elite Software\Rhvac 8 Projects\wise nagvi.rhv Monday, March 10, 2014, 8:11 AM #hvac - Res€den__. Auer Steel (New Hope) P outh, MN 55441 HVAC Los_ ._ Inc. i scellane©us Repo inter: Summer: Duct Stun -16 95 -12.3 73 00% 36% nra 50% 72 70 a 34.30 Calculate: Use Schedule: Roughness Factor: Pressure Drop: Minimum Velocity: Maximum Velocity: Minimum Height: Maximum Height: C3 tsi e r Infiltration Specified: Infiltration Actual: Above Grade Volume: Total Building Infiltration: Total Building Ventilation: ---System 1 --- Yes Yes 0.00300 0.1000 in.wg./100 tt. 650 ft./min 900 ft./min 0 in. 0 in. Winter 0.370 AC/hr 340 CFM 0.370 AC/hr X 55,215 Cu.ft. 20,429 Cu.ft./hr X 0.0167 340 CFM 200 CFM Runouts Yes Yes 0.01000 0.1000 in.wgJ100 ft. 450 tt./min 750 ft./min 0 in. 0 in. 0.190 AC/hr 175 CFM 0.190 AC/hr X 55,215 Cu.ft. 10,491 Cu.ft./hr X 0.0167 175 CFM 200 CFM Infiltration & Ventilation Sensible Gain Multiplier: 26.68 = (1.10 X 0.970 X 25.00 Summer Temp. Difference) Infiltration & Ventilation Latent Gain Multiplier: 22.63 = (0.68 X 0.970 X 34.30 Grains Difference) Infiltration & Ventilation Sensible Loss Multiplier: 93.92 = (1.10 X 0.970 X 88.00 Winter Temp. Difference) Winter Infiltration Specified: 0.370 AC/hr (340 CFM), Construction: Average Summer Infiltration Specified: 0.190 AC/hr (175 CFM), Construction: Average C:1Userslcmh\Documents\Elite SoftwarelRhvac 8 Projectslwise nagvi.rtiv Monday, March 10, 2014, 8:11 AM Rhyne • Rea€den#ial 8 Auer Steel New Hope Plymouth MN 55441 Load Preview Report Elite Software Devetopm Scope System 1 Ventilation Zone 1 -Sport Court Zone 2 2 Basement Zone 3 3 -Main Floor Zone 4 4 -Upper Level Rec{ Ton! /Ton, Sen I Lai ./ Net Sen Gain Gains Gain! Loss! 92 4.12 1,340 5,527 37,114 3.92 4.12 1,340 5,527 37,114 2,668 6,519 6,519 2,770 2,770 1,976 17,123 1,976 17,123 1,388 1;664 14,627 1;854 1,664 14,627 1,854 16,481 Sun of room airflows may be greater than system airflow because system has muliple zones. 991 9,882 46,996 4,526 7,194 1,570 8,089 1,570 8,089 544 3,314 544 3,314 1,388 18,511 16,481 Sys' Sys! Sys, Duct Htg 1 DIg1 Act Size CFM; CFM} CFM ,309 1,614 1,614 1,309 1,614 1,614 18x1 7,513 1,550 422 306 305 1,550 422 305 305 3- 122 130 130 5x 122 130 130 2-5 419 802 802 10x15 419 802 802 345 685 685 10x1 345 685 685 7- 9,137 31,269 31,269 25,811 C:1Users\cmh1Documents\Elite Software\Rhvac 8 Projects\wise naqvi.rhv Monday, March 10, 2014, 8:11 AM Rhvac •Ftesiden ai & Lrght Com Auer Steel (hiew Hope) Ply rigo#l, M1+J 55441 E-cw: Glazing -Double pane window, fixed sash, clear, 771 3 19,682 wood frame, u -value 0.29, SHGC 0.28 11P: Door -Metal - Polyurethane Core 12F-Obw: Wall -Frame, R-21 insulation in 2 x 6 stud cavity, no board insulation, brick finish, wood studs 15A11-0ocw-8: Wall -Basement, , framing with R-11 sill to 378 floor in 2 x 4 cavity, open core, no board insulation, plus interior finish, wood studs, 8' floor depth 16B-38: Roof/Ceiling-Under Attic with Insulation on Attic Floor (also use for Knee Walls and Partition Ceilings), Vented Attic, No Radiant Barrier, Dark Asphalt Shingles or Dark Metal, Tar and Gravel or Membrane, R-38 insulation 22A-rm: Floor -Slab on grade, No edge insulation, no 88 11,734 0 insulation below floor, any floor cover, radiant, heavy dry or light wet soil 22D -10r1: Floor -Slab on grade, Vertical board insulation 47 1,105 0 covers slab edge, turns under slab and extends 4' horizontally, any floor cover, R-10 insulation, radiant, light dry soil Subtotals for structure: People: Equipment: Lighting: Ductwork: Infiltration: Winter CFM: 340, Summer CFM: 175 Ventilation: Winter CFM: 200, Summer CFM: 200 Total Building Load Totals: Check 1 igur s . . Total Budding Supply CF Square ft. of Room Area: Volume (ft3) of Cond. Space: Bulltdin Loads Total Heating Required Including Ventilation Air;..,..105,281 Btuh 105.281 MBH Total Sensible Gain: 37,114 Btuh Total Latent Gain: 9,882 Btuh Total Cooling Required Including Ventilation Air: 46,996 Btuh 42 1,072 4503.5 25,759 1,916 0 438 438 0 6,029 6,029 0 97 97 1976 4,521 0 3,083 3,083 1,614 5,527 58,953 7 0 65,789 0 31,978 7,513 105,281 FM Per Square ft.: Square ft. Per Ton: Notes Rhvac is an ACCA approved Manual J and Manual D computer program. Calculations are performed per ACCA Manual J 8th Edition, Version 2, and ACCA Manual D. All computed results are estimates as building use and weather may vary. Be sure to select a unit that meets both sensible and latent loads according to the manufacturer's performance data at your design conditions. 79 0/0 21 % 0 0 0 28,171 28,171 1,400 1,610 3,010 0 0 0 0 p' 0 0 0;` 3,956 4,665 8,621 4,526 2,668 7,194 9,882 37,114 46,996 . 0.292 1,411 3.92 Tons (Based On Sensible + Laten C:\Users\cmh\Documents\Elite Software\Rhvac 8 Projects\wise naqvi.rhv Monday, March 10, 2014, 8:11 AM Conditioned space (in sq. ft.) 1000-1500 1501-2000 2001-2500 2501-3000 3001-3500 3501-4000 4001-4506 4501-5000 5001-5500 5501-6000 1 Conditioned Pleas Circle Amount of Ventilation from Table Table N1104.2 Total and Continuous Ventilation Rates (in cfm) Number of Bedrooms Total/ Continuous 60/40 70/40 80/40 90/45 100/50 110/55 120/60 130/65 140/70 150175 2 Total/ Continuous 75/40 85/43 95/48 105/53 115/58 125/63 135/68 145/73 155/78 165/83 space includes the basemen 3 Total/ Continuous 90/45 100/50 110/55 120/60 130/65 140/70 150/75 160/80 170/85 180/90 4 Total/ Continuous 105/53 115/58 125/63 135/68 145/73 155/78 165/83 175/88 185/93 195198 5 Total/ Continuous 120/60 130/65 140/70 150/75 160/80 170/85 180/90 190/95 200/100 210/105 6 Total/ Continuous 135/68 145/73 155/78 165/83 175/88 185/93 195/98 205/103 215/108 225/113 2 If conditioned space exceeds 6000 sq. ft. or there are more than 6 bedrooms, use Equation 11-1 from Section N1104.2 to calculate total ventilation rate. Please address the max amount of infiltration Square foot x.05=allowable infiltration sq ftx.05= N1104.4.2.1 Airflow requirements. When the system is intended to be unbalanced, the design supply air flow shall not exceed 0.05 cfm per square foot of conditioned space. The operating exhaust air flow shall meet the requirements of Section N1104.3.1 and the Minnesota Mechanical Code, chapter 1346, which may require additional makeup air. When the system is intended to be balanced, the exhaust and supply airflows shall be within plus One or mubpie power vent or direct vent :- appliances appliances a no combustion appliances Oneormultiple - fan assisted apices and power vent or direct vent appliances$ b) conch ed floor area (sat) (including unfinished basements) Esfed House (efm):11ax 1bj xna stCapacity a) continuous exhaust -only vellifarion system (cfrn): (not applicable to balanced ventilation systems such as HRV b) clothesd plicable if recircufafing d makeup air eked and system or a pov is electricafiy int matched to exhaust). eup Air Requirement tial exhaust capacity cm ahpve) sfmated house inrrltr< om abovei keupA ue is negative, no m A Use this column if there are oche E Use this colun-,n if there is one fan -assist c Use this column if Mere is one atmospherically vented (care s Use this column if there are multiple atmospherically vented g oil appliances and solid tuel appliances y vented gas or oil app lances cr if 111ere are cembustian p2 ystem. Other than atmospherically vented appliances may also be included. 5r assisted) gas or cil appliance per venting system or one solid fuel appliance, oroil appliances using a common vent or if there are atmospherically vented gas or 1346- 15 JFGC Appendix E, l Cttevented combu Furnace&Boilar. Draft Hood _ Fan Assisted (Not fan assisted) & Power Vent Water Heater. _ Draft Hood (Not fan assisted Fan Assisted 8 Power Vent _ Direct Vent (4.5 "Btumr Calciaate the volu a of the.CombustionAppliance Space(CAS) containingcarnbvsbon appllanoes. The CAS includes allspaces.connected to one .another by code: compliant. openings., CAS volume: #'7 '`4 ft3: Determine Air Changes- per Hour (ACHY DefaultACH values have been incorporated Into Table:E-1 for use with:Meihod 4b If the year of -construction or'A.CH is not Itribwri,-use method 4a (Standard Method). Detennine Required -Volume far combustion Air. 4a. Standard Method Total Btulhr Inputofalfcombustion appliances:(DO NOTCOUNID!RECTVEidTAPPtt,IANCES) Input: Use Standard Method cblumn;iri Table;E 1 toJ ncfota1:Requlred Volume'(TRV] TRV; _ s S` WAS; Volume: (from Step 2):Is' greaterthan.:1 Vthep no,outdoor apeningsa`re;needed.: IfCAS Olume.;(fmm Steb-0 bs-fess than TRV then gato STEP 5. 4b, Known.Airinfiltration Rate (KAIR).Methor! Total'Btu/hrinput:of all fan-assisted:and.00wer:vent-appliances '(DO NOT COUNT DIRECT E-NTAPPLIANCES) Use fan -:.Assisted Appliances.cotumn to Table?E- I :to'tind Required f/olumeFanAssisted:IRVN Tofaf Buf/hr inputolatl non -fan assisted appliances Use Non Fart-,4ssistedApptiances column Itgable=EA to find RemAredVolume Non -Fan ,Assist 0.(RVNFA) Total -Required Volume (TRV) =,RVFA+:RVNFA Vofume.(from Sfap"2)'is greater t.Itan:TRV: CAS',Voltime (iron Step'2): isles (flan T RV then RV=___ riings are needed. C'alculatethe *opt available mteriarvoturne,to taei€riai regciired vc ume. 4. Ratio =OAS -Volume (fioni Step:t2) dividedby TRV (from _Step 4a -or Siep:4b) Ratio = Calculate Reduction Factor (RF); minus Ratty Imitate single outdoor opening; as'lf all coir bus#i Total Btu rr input.ofall Combustion Appliances in .the CembusiionAir OpeningArea (CADA): Total BtWhr divided by'3OO4B€uihr perin? cute Minimum CAaA. Minimum CAOA = CADA multiplied by RF lcutate Combustien Air 0pOnirip Diameter (CAOD) CAOD =1:13 Multiplied the -square root .of Muumum'CAOA If desired; ACH can -be determinK�f.usirigASfiairtlation orbl e rtest Follow procedures in Section G304. Conditioned space_ (in sq. ft.) 1000-1500 1501-2000 2001-2500 2501-3000 3001-3500 3501-4000 4001-4506 4501-5000 5001-5500 5501-6000 I Conditioned Plea e Circle A o nt f Ventilation Table N1104.2 Total and Continuous Ventilation Rates (in cfm) Number of Bedrooms 2 3 4 Total/ Continuous 60/40 70/40 80/40 90/45 100/50 110/55 120/60 130/65 140/70 150/75 Total/ Total/ Total/ Continuous Continuous Continuous 75/40 85/43 95/48 105/53 115/58 125/63 135/68 145/73 155/78 165/83 space includes the basement. 90/45 100/50 110/55 120/60 130/65 140/70 150/75 160/80 170/85 180/90 105/53 115/58 125/63 135/68 145/73 155/78 165/83 175/88 185/93 195/98 5 Total/ Continuous 120/60 130/65 140/70 150/75 160/80 170/85 180/90 190/95 200/100 6 Total/ Continuous 135/68 145/73 155/78 165/83 175/88 185/93 195/98 205/103 215/108 225/113 2 If conditioned space exceeds 6000 sq. ft. or there are more than 6 bedrooms, use Equation 11-1 from Section N1104.2 to calculate total ventilation rate. Please address the max amount of i filtration Square foot=x-.05=allowable infiltration -sq ft x.05... N1104.4.2.1 Airflow requirements. When the system is intended to be unbalanced, the design supply air flow shall not exceed 0.05 cfm per square foot of conditioned space. The operating exhaust air flow shall meet the requirements of Section N1104.3.1 and the Minnesota Mechanical Code. chapter 1346, which mayrequire additional makeup air. When the system is intended to be balanced, the exhaust and supply airflows shall be within plus TABLE 501.4.1 PROCEDURE TO Dts i"ER iME MAKEUP AIR QUANTITY FOR EXHAUST EQUIP MI NT th1 DW LLIN Use iheAppropriate Column;` to Estimate House lnfiitration One or multiple power One or multiple vent or direct vent fan -assisted appliances appliances or no and power vent ()Orme! bastion appkancesA vent appiancese a) press (cfittis., 0.15 0.09 d fuel epptianoe fust apollen Exhaust Capacity a) continuous exhaust -only ventifalion system (cfm): (not applicable to balanced ventilation systems such as HRV (not applicable if recirculating system or if povrered makeup an is electrically interlocked and rnatciied to exhaust) d) 80% of next largst exhaust rating (cin): (not applicable if recir latinc� system or if powered makeup air is electrically interlocked and matched to exhaust). Total Exhaust Capacity (cfm): (2a+2b+2c+2d) P,akeup Air Requirement a) total exhaust capacity (from above) b) estimated house frltra (from above). t;latseupAir Quantity (3a -3b1 (if value is negative, nn tits air is needed) A Use this column if there are other than a Use this column if there is one fan -assisted appli c Use this column if there is one atmospherically vented (other than fan -assisted),_, a Use this column if there are multiple atmospherically vented gas or oil appliances u oil appliances and solid fuel applianoes. e no combustion phances may also be included. svem or one solid fuel appliance. tosphumicafly vented gas or 1346 - 15 IFGC Appendix E, orksheet E-1 -• (for 'Furnace,Boiler, u.iu,Jrlr_ie l ateciniicSari, � nr Compiete vented combustion appliance informaticx3. Furnace/Boiler: I 00r Draft Hood — Fan Assisted g Direct Vent Input (Not fan-assisted) & PowerVent 1419710." `BfuThr Water Heater. _ Draft Hood Fan Assisted _ Direct Vent Input (Notfan„assisted) & Power, Vent C17: "'"Btti hr ( Calculate thevolume of ttre.Comtiustion,Appllance Space {CAS) r ontaining ambustion appliances, The. CAS includes ali:spaces.c onnected to ene.another by c ade cxxnpliant-openings.: AS;voiume: wt''''' ft3. Deterrnine Alt ChangesperHour,(ACH)r' DefaultACH values have been-incorporated Into Table-..E-1 for use wlth Ma hod 4b (KAltt # e#hod) lf.the yearof construction orACH is not knoinrn;'Use method 4a (Standard Method). `5'' Determine Required-Volume forCartibustionAir, 4a. _Standard Method Total BtWhr Input.of•altaornbustion appliances (QO NOT CQUNT:DIRECT VENTAPPLtAN. GES) input 145? "Btulhr Use:Standatd Method celudirri Table:f 1 terrndTotal'Requlre Volume (TRV 'TRW 3")S :If CAS :Volume-0 mrn Step 2)-is:greatarthan 7RtlYt►en n outdoor:npeningsa"r"e:riesded . If CAS Volurne.(from Step.2) is less thanTRVettreri go to`STEP 5. 4b, Known.AirInfiltration Rate'(KAIR)".Method Total Btulhrinpu(ot:all-fan-assisted:and oowei ventappliances (DONOT COUNTD.1RECT'VENT APPL'tANCES) Input Blulhr Use Fan-Ass seed Appliencescolumn in Tabie<E-1-ito'find Required VolumeFanAssisted(RVFA) RVFA> 113 To1a1.Btititeinputzf,atl n©n-fan-assisted appliances Inp l lti tr Ilse Non-Fan.-Assistedltppliances column inTable`E-1 to find Required.VolumeNon-Fan.-Assisted.(RVNFA) RVNF #: 113= Total:Required Volume (TRV)=.RVFA+;RVNFA ltV= += ft3 if CAS Vokirne (from Step=2) is greaterthaa TRV n,no outdoor op rinr s are neer d. If CAS-Volume (from Step:2): is-less than-T V.thengo foSTEP5. Calculate-the rail° -et available interior-volume to l requred;volume. Ratio = CAS -Volume (from :Step2) divideUfbyTRV(from :Step 4a.or Step 4b) Raw. i=,—% 1 -' = Cak u(ate Reduction Fader (RF)r RF =1, minus Ratio- `RF -1- - Calculate single outdoor o nutg aslf ati tcxrriwsfion a1rs'tr#am ouLstite. Total Shift input of all Combustion=Applfances in #t 'carne: AS. (EXCEPT:DIl2ECTVEN1) CombustionAi6OpenrngArea (CA©A): Total Btii hr divided by`3000 Btulhr perlri2- . CAOA =4: Y3}'33000 Btulhr paring _ Jn2. Calculate MinimurnrCA©A. Minimum-CAOA = CADA multiplied-by RF [ inimum GAOA= ic x Calculate CombustionAlr Opening larneter(CACP) CAOD = 9:13 r ultipred_by the.zsquare root:ef Minimum •CAOA CAPD =1.13 x (1+liniirtum CAOA) If desired, ACH can be determined US* d Fol pr u n' G3 Residential r rrbustion Air Required IFGC Appendix Vol :,rsne (Required End" 1 "ks3?tesetlt :"" E, Table E-1 Interior V©tum Based "ascAssf 1r1994? _" :. r1 Input Raticg of 1994!1oPresent" App11ances) P i9 "j.... t irst�trt bag 4 v5lsrlda 9 hod( xs 5,000 250 375 188 525 263 #O,tr 5th 750 375 1'.050. 525 15:400 750 1.125 563 1,575 788 20,400 1,000 #, 750 2,100 1,053 25,1100 1,250 W5 938 2,625 1,313 30,000 1,500 2,250 1,125 3,150 1575: l 35,0 1,750 2,625 1;313 3,675. 1,838 40000 2.000 3.000 1500 4,200 2,100 45,000 2,250 3,375 1,688 4,725 2,363 50,000 2,500 3,750 1,875 5,250. 2.625 55,ti 2,750 4,125 2,063" 5,775 2,885 80,00 3,i 00 4,500 2,250 6,300 3,150 65,01 3,250 4.875 2,438 5 825 3,413 70,000 3,500 5.250 2;625 7,350 3,675 75,001 3,75#3: 5,625 2,893 7,875 3,338 :3,000 4,000 6,001 3,000 8,400 4,200 85,tk70. 4,250, 6,375 3,188 6325 4,463 90.030 4,500 6,750 3375 9,450 4,725 95.000' 4,750 f 7:125 3,563 9,975. 4,988 100,000 5,000 7,500 3,750 10,500 5,250. 105.000 5.250 7,675 3;938 11.035 5,513 110,000 5500 8150 4,125 11,550 5.775 ##5.1,410 5,750 8.625 4,313 12,075 6,035 120,000 6,000 9,000 4,500 12,600 6,303 125,000 6.250 9,375 4.688 13,125 6563 130,0 6,5f21 975{1 4,875 13,650 £,8 135,000 6,750 10x125 5 14.175 7,088 140,000 7.000 105011 5;250 14,700 7,350 145,000 7,250 10.875 5,436 15,225 7,613 150.000 7,500 11,250 5,525 15,750 7,875 !85,000 7T50 11,675 5;813 16275 8,138 160,000 8,000 12,000 6,{ r 16;800 8,400 165,0£10 8,250 12,375 6,"188 17325 8,863 170.000 8,500 12,750 6,375 17,850 8,925 175,000 8,750 13,125 6,563 18375 9,186 180, 9 i 1351Ka 6,750 18,900 9,450 185,0 9,250 13.875 6.938 19,425 9,713 14,250 7,125 19,958 9.975 195.000 9,750 14,625 , 7,313 2x1475 10.238 2€0,000 10,000 15:09€1 7500 21,040 #0,500 2£ ,009 10,250 15,375 7;688 21,525 10,763 210,000 10,500 15,750 7,375 72,050 11,025 215,000 10.750 18,125 8,063 22,575 11,286' 220,000 11,0 16,500 8250; 23,100 11,550 225,000. 11250 #a"".875 8,438 23,625 19,813 230,000 11,500 17.250 8,825 24,150 12,075 The 19S4 date Ieie s;b d der the rgy Code. the default KAIR used in This section of the table is to be us l let d liirtgs constructed prior to 1994, The default KAIR used in this sedan of the hie is A. ACH. ACH. Residentiat Cambusiidn Air Re gttiF 1FGC Appendix E, Table E»1 d me (Required fnterior Volume Based on input Rating of Appliances) fnY 3631r 1 6btFdarti fi (hod f Faas#}ssisted 19 ti Present- . ' . itrrow11r1n61riet) = P e 1394 .. {R "tit 1 n !994 1oWese t P s Assisted e19942 `.... , 3,000 250 375 185 515 263 10,000 500 750 375 1',050 525 15,000 750 1;125 563 1",515 788 20,000 1.000 1,500 750 2100 1.050 26,000 1,250 1,675 935` 2,625 1,313 30,000 1,500 2250" 1,125 3,1 1 1515 35,000 1,750 2;625 1,313 3,675- 1.818 40,000 2,000 3.000 1500 4,200 2,100 45,000 2.250 3;375 1,688 4,725 2;363. 50,000 2,500 3,7 1,875 5,250 2,625 55;000 2,750 4,125 2170"3 5,775 2.888 60.000 3;000 4,500 2,250 i 6, 3,153 65,000 3.250 4,875 2438 6,825 3,413 70,0 3;500 5"250 2,625 7;350 3,575 75,000 3,750 5,625 2,813 7,875 3,335 80,000 4.000 6,000 3,000 8.400 4,200' 55,000 4,250 6,375 3,188 # 8925 4,463 90000 4,500 6,750 3,375 9,450 4,725 95,000 4,750 7,125 3,563 9,975 4,985 100,000 5;000 7,500 3,750 10,500 5,250 105.000 5150' 7.875 3,938 11.025 5,513 110,000 551X7 8250 4,125 19,550 .5,775 115.000 5,750 8,625 4,313 123175' 6.038 120,#100 6,000 9,000 4,500 12,600 6300 425,1100 6,250 9;375 4,688 13;125 8,563 r 13(1.00!7 6,500 9,750 4,875 13,650 6,825 135 6,750 10;125 5,063 14,175 7,068 190,000 7,000 10500 3;2511 14.700 7,350 145,000 7,250 10,875 5,438 15,225 7,613 150,000 7500" 112 5625 15,750 7,875 185.000 7,750 11.625 5,813 16275 8,138" 160,000 8,000 12000 6,000 16;800 8,400 165,000 8250 12 375 6,188 11.325 8,663 170;000 8;500 12,750 6,375 - 17,850 8;928 ±75,000 8,750 13,125 6,563 18,373 9,188 80,000 9,000" 13,500 " 6,750 18;900 9,450" 185,000 9;250 13,675 6938 19.425 9.713 190;000 9,5170 14,250 7,125 19,950 9,975 195,000 9,750 14.625 7,313 20,475 10,235 2 0 10,000 15,000 7,500 21,000 10,500 205,000 10,250 15,375 7,588 21,525 10,763 210,000 10 500 15,750 7,875 22,050 11,025 215,000 10,750 18,121 8,053 22,575 11"285 220.000 11,000 1050(3 8,250. 23.100 11,550 215,000 11;550 1687€ 8,438 23,625 11,813. 230,000 11,500 17,250 8,625 24,150 12,075 ' The 1094 date refers to dv This section of the table is d innssrda Energy Code. The default KAIR used in this section of the table is xior to 1994. The default KAIR used in this section of the tube is 0:40 ACH, ACH. 4111' City of Evan Mike Maguire Mayor Paul Bakken Cyndee Fields Gary Hansen Meg Tilley Council Members Dave Osberg City Administrator Municipal Center 3830 Pilot Knob Road Eagan, MN 55122-1810 651.675.5000 phone 651.675.5012 fax 651.454.8535 TDD Maintenance Facility 3501 Coachman Point Eagan, MN 55122 651.675.5300 phone 651.675.5360 fax 651.454.8535 TDD www.cityofeagan.com The Lone Oak Tree The symbol of strength and growth in our community. March 21, 2014 Mr. Amber Naqvi 3709 Blackhawk Road Eagan, MN 55122 Re: 3709 Blackhawk Road - Sanitary Sewer Service Depth Concern Dear Mr. Naqvi, I am writing you to share the City's concerns regarding the sanitary sewer service proposed for your house being built at 3709 Blackhawk Road. Over the past few weeks your builder has proposed several options to provide sewer service, and their final proposal included installing a gravity fed sewer pipe under your driveway as shallow as 3-'/2 feet deep in locations (see attached sewer plan submitted by your builder and approved by Larson Engineering). By going this shallow they were able to avoid installing a holding tank and pump system, however, both Eagan's Building Inspections and Engineering staff have concerns with the possibility the pipe could freeze in the winter. A frozen pipe could result in a sewer back-up in the house, and potentially require replacement with a different system if it becomes a persistent problem. Sanitary sewer services are typically installed about 8 feet deep. Plumbing codes do not require the service to be installed at a minimum depth, so its installation will not be prohibited. However, shallow installations are uncommon due to the depth of frost experienced with Minnesota winters. Sewer services are "privately" owned and maintained between the house and the sewer main located under the street, so if any damage does occur it would be the responsibility of the homeowner. These concerns were shared with your builder; however, we wanted to ensure you were aware of them as well. Thank you for your attention to this important matter. To summarize, the City will not prohibit the installation of a shallow sewer service to your home, however, we wanted to make you aware of the associated concerns. Please feel free to contact me if you have any questions at anelson@cityofeagan.com or (651) 675-5635. Sincerely, Aaron Nelson Assistant City Engineer Pump Features • 1/2 HP Cast Iron Sewage Pump (PF93501) • 2" Discharge • Handles 2" spherical solids • Wide angle Float Switch • Non -clogging vortex impeller • Will handle temperatures up to 120° F • Stainless steel fasteners • UL listed Basin Features • Structural foam construction • Corrosion resistant • 18" x 30" - 30 gallon capacity • Premium structural foam cover with 8 bolt configuration • Air tight, molded, reuseable PVC seal • Pre -plumbed with 2" PVC pipe, 30" long • 4" Inlet with Snap -In -Hub • 2" Discharge & Vent Pre -plumbed system includes: • 1/2 HP Cast Iron Sewage Pump (PF93501) • 18" x 30" Structural foam basin with cover • 2" x 30" of PVC pipe Product Specifications EAGAN PJED S, CTI!SiON Warranty and Codes This product comes complete with installation, operating, care and maintenance instructions. This PROFLO pump carries a 3 -year limited warranty. In an effort to continually improve our products, we will make design changes from time to time. We reserve the right to ship newly designed products to fill any order unless we agree in writing to do otherwise. © 2011 Ferguson Enterprises, Inc. All Rights Reserved PF9301 5 —20.63" (524mm) -- 18.14" (460.7mm) (ww£'896) ,5Z1' 16.31" (4 4mm) — All measurements are nominal. Please verify before actual installation. %a q I JLift--G%ov1C l� Distributed Exclusively by Ferguson and Wolseley Canada 9648 11/11 INNS 01 ION �I1d134 NOI!V1fSNI 3dld S3ION Alllllfl 1-43 00 8 -a m 88 ss c c (0 N A D y r rn m z 0 ro a 3 NN 0.80 SAN INV e HSE = 864.1 0.00 SAN INV STUB =8 0.32 SAN INV MAIN =B V' 80' - 4' PVC @ 1.05% I EXISTING 4' PVC SERVICE EXISTING GRADE .'� 860 1 C I I� I r 1 855 1 i '-nvn .� ' D 2ni , D OZcn MF. Z m m6 7:1 N SI a m N s a 10 I hereby certify that this plan. specifications or report was prepared by me or under my direct supervision and that I am a duly licensed Professional Engineer under the laws 01 the state of Minnesota. Matt J. Woodruff. P.E. Date: 03.11.14 Reg. No.: 41885 ' Rev. Date Deamnson Project Title: NAQVI CUSTOM HOME5 CONSTRUCTION 3709 BLACKHAWK ROAD EAGAN, MN 55122 Cheng: CUSTOM HOMESahore 397 EAGLE BLUFF COURT HUDSON, WI 54016 Larson Engineering, , Inc . Road WhiteBear Lake, MN 55110 651.481.9120 (f) 651.481.9201 www.larsonengr.com ©2014 Larson Egineenng. Inc. All nghls roaercod o— wo ro a 3 NN 0.80 SAN INV e HSE = 864.1 0.00 SAN INV STUB =8 0.32 SAN INV MAIN =B z 0 m fn ko I I � I ? Bq 1 ? I < 54 :....1.......... ......... 1 04 848 850 ......-..._.. BLACKHAWK ROAD ... .. ... .... V' 80' - 4' PVC @ 1.05% I EXISTING 4' PVC SERVICE EXISTING GRADE .'� 860 1 C I I� I r 1 855 1 i 10 8- 13.15' o— wo % 61 48' 88 8 8 8 o z 0 m fn ko I I � I ? Bq 1 ? I < 54 :....1.......... ......... 1 04 848 850 ......-..._.. BLACKHAWK ROAD ... .. ... .... x City Inspection Dept. Copy City Forester Copy Applicant/Builder Copy RECEIVED MAR 2 0201 '� City of hp EE PRESERVATION PLAN SUMMA CITY OF EAGAN FORESTRY DIVISIO 651-675-5300 (BUILDER, PLEASE READ ATTACHMENTS) Development Blackhawk Forest Lot Number Address Builder 3 3709 Blackhawk Road Block Number 2 Devine Custom Homes Phone Number: Bill, Jeff Warren Contact: 715-760-0814, 715-760-2298 Tree Protection Requirements: X Tree Protection Fencing Installed on Site (Erosion tubes) X Oak Tree Pruning (Immediately seal wounds during April 1 to July 31) Therapeutic Pruning Required X Retaining Wall To Be Installed Replacement Trees: X Attachments: X Additional Notes: Other: Not Required As Follows: Seven (7) Category A trees (>= 4" caliper deciduous trees, or >= 12' hgt coniferous tree or clump deciduous tree) .111111110111111110 Yes (Refer b aiiacTig ddLuL Poilg§T RY DIVISION No REVIEWED / BY DATE H:\ghove\2014f1e\treepres\Tree Preservation Plan Blackhawk Forest Lot 3 Block 2 zrz.:t ; r*%rz,...n cnr< r i • Troy Fredrich Operations Manager Divine Custom Homes 397 Eagle Bluff Court Hudson, WI 54016 March 18, 2014 Gregg Hove Supervisor of Forestry City of Eagan 3501 Coachman Point Eagan, MN 55122 Dear Gregg Hove: This letter is to acknowledge the requirements established by the City of Eagan for the replacement of living trees lost during residential construction and to state the specifications for the replacement trees. Per you E-mail dated 3-14-14 referencing our formal Tree Protection Plan Survey, it will be required that the home owner replace seven (7) category "A" trees with >f= 4" diameter deciduous or >/= 12' coniferous trees. This assumes that trees marked in red on the Tree Preservation Plan are alive and will be lost as a result of the construction process. The homeowner will be responsible for the replacement of these trees as part of their overall landscape plan which is currently under development. Final locations and species of trees will be determined after construction is underway to ensure the best placement and variety. Tree planting is not expected until the Fall of 2014 at the earliest depending on the construction schedule. Sincerely, Troy Fredrich -/L BLACKHAWK FOREST LOT 3 BLOCK 2 - TREE PRESERVATION CALCULATION WORKSHEET v 0 N Single lot, Residential Development Type = To To 0 • E O G) Q Cr 0 0 N ER 0 N INDIVIDUAL TREE MITIGATION CALCULATION DETAILS C O Igz cts I- 2 (Applicant to mitgate: Category of Tree Per Tree (B) Trees Removed To Be Removed 0 V 0 O 0 0 01 CO ct V V N CV N 14 Category B Trees TREE MITIGATION = O- O O CO O O CO Specimen Trees Hdwd Deciduous 21-30" Soft Deciduos >24" Conifer > 24" (12" dbh) Hdwd Deciduos 6-20" Soft Deciduous 12-24" Conifer 12-24' (<12" dbh) O 14 Category B Trees Z -J 0 O Z Q N W W 1- 1- 0 0 Q 0 17- 2 2 W tY 5 U W 0 1- 7 Category A Trees 0 0 717N fH CASH EQUIVALENT = PROPERTY LEGAL: LOT SURVEY CHECKLIST FOR RESIDENTIAL BUILDING PERMIT APPLICATION 64- " KI K a/ '1.1 r. \0,10 K C' e -Zi. DATE OF SURVEY: / 2/%/J/3 LATEST REVISION: _//l�� ¢' a) co 0t • Q:4P-41/1bVillik Q}'1 `�rl jl.<'Y► X19✓`1C f >? C- cs O z < DOCUMENT STANDARDS 2 j r;✓m4fS i�'_ 0 0 • Registered Land Surveyor signature and company �j / ❑ ❑ • Building Permit Applicant .2r 0 0 • Legal description ��'iel 0 ❑ • Address )Itf 5 C,9 (lQr ❑ ,�1• North arrow an• �(!�f �t7 /o�ft� 2{(fpm � Q+'1 II �1 7 �� "r ,� 0 0 • House type (ram • er, walkout, split w/o, split entry, lookout, etc.) tea, 0 0 • Directional drainage arrows with slope/gradient % .0" 0 0 • Proposed/existing sewer and water services & invert elevation 2. 0 0 • Street name, y' ❑ 0 • Driveway (grade & width - in R/W and back of curb, 22' max.) -°-R fr1 - 8(` Gic>r rr J-1- k c . ' 0 0 • Lot Square Footage e --1t,6 e 1c f q A 0 0 • Lot Coverage ELEVATIONS Existing % 0 0 • Property corners jif 0 0 • Top of curb at the driveway and property line extensions 0 0 • Elevations of any existing adjacent homes .Z 0 0 • Adequate footing depth of structures due to adjacent utility trenches 0 0 • Waterways (pond, stream, etc.) Proposed X o 0 • Garage floor 0 0 • Basement floor jTe 0 0 • Lowest exposed elevation (walkout/window) X ❑ 0 • Property corners 0 0 • Front and rear of home at the foundation /'0 ❑ y ❑ ❑ 0 ❑ 7 0 0 f ❑ ❑ ■ V PONDING AREA (if applicable) • Easement line • NWL • HWL • Pond # designation • Emergency Overflow Elevation • Pond/Wetland buffer delineation • Shoreland Zoning Overlay District • Conservation Easements DIMENSIONS 0 0 • Lot lines/Bearings & dimensions , tai ❑ 0 • Right-of-way and street width (to back of curb) %, ❑ /2' • Proposed home dimensions including any proposed decks, overhangs greater than 2', porches, etc. (i.e. all structures requiring permanent footings) „le 0 0 • Show all easements of record and any City utilities within those easements 0 0 • Setbacks of proposed structure and sideyard setback of adiacent e i ting structures I r 0 0 • Retaining wall requirements:.5J�ti/-h./G.1 c1�%u°r% �° �/ � �^ old Cy: AvIC- Reviewed By: r Date/0//A G:/FORMS/Building Permit Application Rev. 11-26-04 F z s .0:3'7103— £I0Z0 q Jo 11aa11S Patiasa 1 slyani Note: Official Copies of this map are crimp sealed gra /QV'S ,///l f�% /"c.4 /go. •/ /A ' \'$a ‘01 4 »— DENOTES PROPOSED SILT FENCE x2431 o 3) TITLE REPORT INDICATES A BLANKET NATURAL GAS EASEMENT DOC: 51871 1) ELEVATIONS ARE NGVD MEAN SEA -LEVEL, 1929 ADJUSTMENT 3336. Revised Walls and Grades. 1-10-14 71-91-1 'sapeaD pue sI1Eh1 pa 71-02-£ 'sti01 8J E I og ig OZID UESOdO3Id SR.LONHG SNOI.LVAH'IG ,LOdS I• G EDVNIV11G DNJ.LSIXR SEIONEG 0 t C . 331711 A IA Wf18 10 LL V3HLL WD Oct 21 2014 10: 03RM HP LRSERJET FRX page 2 Use BWE or BLaCK Ink �----------------� � Fo�Offloe Use � I � ` • , PeRnit�: � �3 , C�ty of ��a� �� ,. � ��- ... � a� ,� ; � Pertnit Fee; 3830 Pilot Knob Road ,�•�� . � I Eagan MN 55122 �.'�-� � Y ��;� j Date Recc�lved: i Phona:(651)675-SBTS I I Fax:(651)675-5B94 I 5tart; � �'!�"�\��I//• �Y � i��_��.��J 2014 $�IL'[flN�a PERMIT APPLICATION Date: fl' 2 Site Address: �7V 9 �L � �� Unit i�: ` ' � �c� 33tr 3� �� Name: � Phone: �nc� � 7 �� '��'�s � 3�o � (3 K r,�.,,�� Et h°, �g� Add�ess I City I Zlp: �.c•- Applicantis: LC Owner Contractor Description of wo�lc: �P��l�4 �.+ Upv►d��a.dt�� C7� ��•� �� ° �� : ` ,;;; �: Constructlon Cost: Muiti-Family Building:(Yes_/No�) Company: 7�.r�ee�:�� ,��:h� 4 �� contacc:.�c��c�ca.r� 6�� 3�� 3SI Z, �� A�ress: /7x� C�e�,:� �4u� c�ry: �'1 a�le c,�x�cc� State:�►" Zip:�,�109 Phone:�l`JI 777°�G� Email: (' I��,�'tY19 �yU.O�00�CEj{'h - License�i: 2 Lead Certlflcate#: �. '[- (9�1�• ��'O I�QR If the project is exempt from lead certificatlon, please explaln why: (see Page 3 to�additional infortnation) COMPLETE THIS AREA ONLY IF CONSTRUCTING A NEW BUILDiNG � I�the tast 12 months,has the City of Eagan issued a permit for a similar plan based on a:master plan? �� 1� �jYes ZQ No If yes,date and address of master plan: Licensed Plumber: Phone: Mechanical Contractor: Pho�e: Sewor&Water Contractor. Phone: �'�"l�i�ts`.�,�'x1d�tf�pz77R �71� ` r ��1��i9n ma,y��8�fi� '' �'�` - . .' ,.. , .. . . . : - � •:..�:� " ' �1 �� ,:, tn3 :i s�:p� f* _ '�,� .. �kr�,c . ._,.��< ..,.. t.r, . .;c::�. .... :.:::. . ... CALL BEFORE YOU DIG. Call Gopher State One Call at(651)464-0002 for protectlon ageinat underground utlllty damage. Call 46 hours before you IneenC to dlg to recelve loptes of underground utilitlea. www.aonherotateonecall.ora I hereGy ecknowledge that this IMortnaUan Is complete and accurate;that the wortc wNl be in oonfortnance with the ordinanceB and codes of the City of Eagan;that I understand this ia not a permit,but only an application tor a permit,and work is nol to start without a pertnit;fhal the wak will be in accordance with the approved plan in the case af wa�lc which requires a review and approval of plans. Euterlor work authortsed by a 6ulldlnp permK usued in aceordanee wMh the Mlnnesota State Buliding Code must be eompleted wflhin 180 days of permlt Issuanee. x��a.n� ��Ql��.e1r' X G�U� G11�ir�Y' _ Appllcant's P�Inted Na Applica�t's Signat r�— Page 1 oi S 4,; �5 .�,� s�- '�''�� ,�.�, � � � � � � � Use BLUE or BLACK Ink . . .. � . . . r--___ __-___-__ I For Office Use � ' � Permit#: �� a � Clty of �� Permit Fee: � 3830 Pilot Knob Road I I Eagan MN 55122 � Date Received: 10 � Phone: (651)675-5675 I I Fax: (651)675-5694 i Staff:�„�� i 2014 RESIDENTIAL BUILDING PERMIT APPLICATION Date: Site Address: Unit#: `1 �� : Name:�,"l��` C� /v M"�� Phone: �15�—"3 34 ��'1'l �. Residentl Owner ` Address/city/zip: �a� �� --�- ��"�� ' Applicant is: Owner Contractor �� : Description of work: �C� �'-C�' � ��—� Type of Work � �+ Construction Cost: �o O r c�C9� `°� Multi-Family Building: (Yes /No''� ! Company: Contact: Contractor Address: City: ' State: Zip: Phone: Email: ., License#: Lead Certificate#: If the project is exempt from lead certification, please explain why: (see Page 3 for additional information) COMPLETE THIS AREA ONLY IF CONSTRUCTING A NEW BUILDING In the last 12 months, has the City of Eagan issued a permit for a similar plan based on a master plan? _Yes �No If yes, date and address of master plan: Licensed Plumber: Phone: Mechanical Contractor: Phone: Sewer&Water Contractor: Phone: NOTE:Plans and supporting documents#hat you submit are considered to be public information. Portions of ' the information may be classified as non=public if you provide specific reasons that would permit'the City to conclude that the are trade secrets. CALL BEFORE YOU DIG. Call Gopher State One Call at(651)454-0002 for protection against underground utility damage. Call 48 hours before you intend to dig to receive locates of underground utilities. www.qopherstateonecall.orq I hereby acknowledge that this information is complete and accurate;that the work will be in conformance with the ordinances and codes of the City of Eagan; that I understand this is not a permit, but only an application for a permit, and work is not to start without a permit; that the work will be in accordance with the approved plan in the case of work which requires a review and approval of plans. Exterior work authorized by a building permit issued in accordance with the Minnesota State Building Code must be completed within 180 days of permit issuance. X �,�..1,(�tstt�- qJ�v� x � �f�--� ApplicanYs Printed Name ApplicanYs Signat re Page 1 of 3 ��7�'? �/�c%�/�� /'� . � � ' �DO NOT WRITE BELOW THIS LINE �� SUB TYPES _ Foundation _ Fireplace _ Porch (3-Season) _ Exterior Alteration (Single Family) _ Single Family Garage _ Porch (4-Season) _ Exterior Alteration (Multi) _ Multi '� Deck � Porc Scree Gazebo/Pergola) Miscellaneous _ 01 of_Plex _ Lower Level _ Pool _ Accessory Building WORK TYPES /'` ��°�� r'�.M.��,�` ��°,<�t� ��.� _ New / _ Interior Improvement _ Siding _ Demolish Building" � Addition _ Move Building _ Reroof _ Demolish Interior _ Alteration Fire Repair Windows Demolish Foundation _ Replace _ Repair _ Egress Window _ Water Damage _ Retaining Wall *Demolition of entire building—give PCA handout to applicant DESCRIPTION Valuation ��V V Occupancy � MCES System Plan Review Code Edition ��,�� SAC Units (25%_ 100%�) Zoning �_ City Water Census Code Stories Booster Pump #of Units Square Feet PRV #of Buildings Length Fire Sprinklers Type of Construction �/� Width REQUIRED INSPECTIONS Footings (New Building) Meter Size: � Footings (Deck) Final/C.O. Required � Footings (Addition) � Final/ No C.O. Required Foundation HVAC Gas Service Test Gas Line Air Test Roof:_Ice &Water _Final Pool: _Footings _Air/Gas Tests _Final � Framing Drain Tile Fireplace:_Rough In _Air Test _Final Siding:_Stucco Lath Stone Lath Brick � Insulation Windows Sheathing Retaining Wall:_ Footings_ Backfill_Final Sheetrock Radon Control Fire Walls Erosion Control Y Braced Walls Other: _7��a �. Reviewed By: _ � , Building Inspector RESIDENTIAL FEES Base Fee '�,�.1��"`� � �^�°�r G Surcharge � �� „� ��°�J j � �9 Plan Review MCES SAC /� �('� �'�� 9/ � ,� � � City SAC �,��,, �"l �, ; �i.:--v :- Y Utility Connection Charge � S&W Permit 8� Surcharge Treatment Plant Copies TOTAL Page 2 of 3 ! S i� j, � �� '� ��' �\ . --"" �� ;.. / .,,(��- � M �t � .�-' l � � ..-^ . � .."" � �,/' � � � � \ _---'- � q�°�° � � �� r 1 M m �,,.' 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S �J � ' � � � . � ,.. � � w'r"' � �'�~ � " • -''r„�..." +��r j A.��r I �,., �'", � "�` �� ""� �� .,,.t' � �y��^ � � OI'r+� .' -� �� '+~- . � �� / � O �� • . �- , ��i/f � �� . :Y'�� ^ ' - z � !� � ;� 1�'' , ...:: v O � � , � �. .. � , .. � �TM ��SincE t9t2 Ns , �, .: . . : � . �" ,.,.. .. .,, � . �y�� x� ., � �� Certified Helical Pier �` �?�� '� � �' �� Installation Contractor .� �, w �� '�. ..�� ,._ .E"�.��"�� •.��. _. Project: 14426 Customer: Divine Custom Homes ~`�"�fl9 E3��l��k � ts Start Date: 11/18/14 Foreman: Sam Eagan, MN Finish Date: 11/18/14 Estimator: Ben Base Length (ft) = 7.0 Installation Information: All foundations are CHANCE� SS150-1%2" Helical Piers. Lead section helix configurations are 10"-12"-14" diameter(7' length). All foundations were installed with a 4,000 ft-Ib torque head. All material is galvanized per ASTM A153. Manufacturer and ICC-ES AC358 recommendations assume a ratio of ultimate capacity to torque of 10:1. All foundations are terminated with weld on bearing plates. Helical Pier Extensions No. of Final Final 3' Total Cut Off Final Ultimate Allowable Helix PSI Torque Length �ft� Length Capacity Capacity No. Size 5' 10' (ft-Ibs) (ft) (ft) (kips) (kips) 1 1 1/2 1 3 4200 6000 17 3.9 13.1 60.0 30.0 2 1 1/2 1 3 4200 6000 17 4.4 12.6 60.0 30.0 3 1 1/2 1 3 4200 6000 17 3.6 13.4 60.0 30.0 4 1 1/2 1 3 4200 6000 17 3.3 13.7 60.0 30.0 5 1 1/2 1 3 4200 6000 17 3.9 13.1 60.0 30.0 6 1 1/2 1 3 4200 6000 17 4.3 12.7 60.0 30.0 7 1 1/2 1 3 4200 6000 17 2.8 14.3 60.0 30.0 8 1 1/2 1 3 4200 6000 17 3.4 13.6 60.0 30.0 9 1 1/2 1 3 4200 6000 17 4.8 12.2 60.0 30.0 10 1 1/2 1 3 4200 6000 17 5.0 12.0 60.0 30.0 11 1 1/2 1 3 4200 6000 17 4.4 12.6 60.0 30.0 12 1 1/2 1 3 4200 6000 17 3.9 13.1 60.0 30.0 13 1 1/2 1 3 4200 6000 17 3.2 13.8 60.0 30.0 14 1 1/2 1 3 4200 6000 17 2.9 14.1 60.0 30.0 15 1 1/2 1 3 4200 6000 17 2.3 14.8 60.0 30.0 16 1 1/2 1 3 4200 6000 17 2.5 14.5 60.0 30.0 17 1 1/2 1 3 4200 6000 17 1.9 15.1 60.0 30.0 18 1 1/2 1 3 4200 6000 17 2.2 14.8 60.0 30.0 19 1 1/2 1 3 4200 6000 17 1.6 15.4 60.0 30.0 20 1 1/2 1 3 4200 6000 17 1.3 15.8 60.0 30.0 21 1 1/2 1 3 4200 6000 17 1.3 15.8 60.0 30.0 22 1 1/2 1 3 4200 6000 17 0.9 16.1 60.0 30.0 Summary: No. Size 5' 10' Average Total Final Length (ft) Length (ft) Length (ft) 22 1 1/2 0 22 17.0 374.0 306.3 22 Total 0 22 17.0 374.0 306.3 1of1 r i � �Tief � � ♦ , : as� aoun a= �io � �ompa � � �� _ . ` ��nce 79T2 11730 Brock�on Lane'N � Osseo;MN 55369 (763)428-2261 •`Fax. (763)428 4754': � Certified Helical Pier �Website: �vww:atlasfouritlalion:com�;� � � � � , � � � 3 Instailation Contractor Project: 14426 Customer: Divine Custom Homes 3709 Blackhawk Rd Start Date: 11/18/14 Foreman: Sam Eagan, MN Finish Date: 11/18/14 Estimator: Ben Base Length (ft) = 7.0 Installation Information: All foundations are CHANCE� SS150-1'h" Helical Piers. Lead section helix configurations are 10"-12"-14" diameter(7' length). All foundations were installed with a 4,000 ft-Ib torque head. All material is galvanized per ASTM A153. Manufacturer and ICC-ES AC358 recommendations assume a ratio of ultimate capacity to torque of 10:1. All foundations are terminated with weld on bearing plates. Helical Pier Extensions No. of Final Final 3' Total Cut Off Final Ultimate Allowable Torque Length Length Capacity Capacity No. Size 5' 10' Helix PSI (ft-Ibs) (ft) �ft� (ft) (kips) (kips) 1 11/2 1 3 4200 6000 17 3.9 13.1 60.0 30A 2 1 1/2 1 3 4200 6000 17 4.4 12.6 60.0 30.0 3 1 1/2 1 3 4200 6000 17 3.6 13.4 60.0 30.0 4 1 1/2 1 3 4200 6000 17 3.3 13.7 60.0 30.0 5 1 1/2 1 3 4200 6000 17 3.9 13.1 60.0 30.0 6 1 1/2 1 3 4200 6000 17 4.3 12.7 60.0 30.0 7 1 1/2 1 3 4200 6000 17 2.8 14.3 60.0 30.0 8 1 1/2 1 3 4200 6000 17 3.4 13.6 60.0 30.0 9 11/2 1 3 4200 6000 17 4.8 12.2 60.0 30A 10 1 1/2 1 3 4200 6000 17 5.0 12.0 60.0 30.0 11 1 1/2 1 3 4200 6000 17 4.4 12.6 60.0 30.0 12 1 1/2 1 3 4200 6000 17 3.9 13.1 60.0 30.0 13 11/2 1 3 4200 6000 17 3.2 13.8 60A 30A 14 1 1/2 1 3 4200 6000 17 2.9 14.1 60.0 30.0 15 1 1/2 1 3 4200 6000 17 2.3 14.8 60.0 30.0 16 1 1/2 1 3 4200 6000 17 2.5 14.5 60.0 30.0 17 1 1/2 1 3 4200 6000 17 1.9 15.1 60.0 30.0 18 1 1/2 1 3 4200 6000 17 2.2 14.8 60.0 30.0 19 1 1/2 1 3 4200 6000 17 1.6 15.4 60.0 30.0 20 1 1/2 1 3 4200 6000 17 1.3 15.8 60.0 30.0 21 1 1/2 1 3 4200 6000 17 1.3 15.8 60.0 30.0 22 1 1/2 1 3 4200 6000 17 0.9 16.1 60.0 30.0 Summary: No. Size 5' 10' Average Total Final Length (ft) Length (ft) Length (ft) 22 1 1/2 0 22 17.0 374.0 306.3 22 Total 0 22 17.0 374.0 306.3 1of1 � a o� -; s�w � C� �`° - �a-� � -oN ' �o - t .�E�� `t `� � � >,°� ! a.ffi.�,;. � �Y N . 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R - ° - °`�` `t R��ey °w ,"n o y ��°�v,''<� �9s° _ i�3 ;Fw;�p�^, a: w _ www ?- -G � =�o�`s°za GE`3<o''< g� m � � �=O w"a-' `>� z?'xzu¢�"'SQmw`<w W �o " I . � - -wor<6�'zy`�ao w �� g ° wS o=�w � °na oR � 'O °OOww�m'�`�yj a.. i � _ - aa��F3ri�nw� ? �aw � .. � O '� uOQa'aw o��'- p�u m�E / a �I��LL �I� �-�� .�. ��v �;9f�� m am� �I�: � � I ._:.�,... .. . I , � � ,� . � � '�erry Zelenka From: Nick Hanson <nick@hansongroupmn.com> Sent: Wednesday, November 19, 2014 8:40 AM To: Dale Schoeppner; Terry Zelenka Subject: [FWD: RE: Naqvi Pool] Da I e/Te rry, I think Dave's past two emails come across very poorly on behalf of their company. Being frustrated does not give them the right to be an ass. I sent the email below to them this morning letting them know how I feel about their tactics. They didn't follow the plan and are now angry about it. I'm not sure if they expected me to jump on board and start arguing with a Building Official about a concrete guy not following the plans? It is very mind-boggling that they are upset at you. I gave them the following information: Our design calls for a 6" thick concrete slab-if they have an average of 6" I am very comfortable with that. Sloping 7" to 5" or 6.5" to 5.5" or whatever is fine with me as long as we have an approximate 6" running average. #3 bars @ 12" on-center is an equivalent substitute for #4 bars @ 24" on-center equivalent grade. Please let me know if you have any questions for me. Thank you-and I hope the inspection at 2:30 goes better than the emails would indicate. Nick Hanson Structural Engineer The Hanson Group LLC Cell: (612) 708-3572 www.hansongroupmn.com 3407 Kilmer Lane North Suite #4 Plymouth, MN 55441 -------- Original Message -------- Subject: RE: Naqvi Pool From: "Nick Hanson" <nick(a�hansongroupmn.com> Date: Wed, November 19, 2014 8:09 am To: "Divine PM" <daveCaldivinecustomhome.com> Cc: "Jeff Warren" <warrensherman(c�hotmail.com> Dave, I have a very good relationship with the City of Eagan. I understand that you are frustrated with the situation. I need to tell you that you are coming across very poorly in these past two emails. I am not sure what you want me to do, however, I am not jeopardizing my relationship with Eagan because you are frustrated. I think this comes down to following plans and it is somewhat apparent that this was ignored. Nick Hanson Structural Engineer The Hanson Group LLC Cell: (612) 708-3572 www.hansongroupmn.com 3407 Kilmer Lane North Suite #4 Plymouth, MN 55441 1 � -------- Original Message -------- Subject: Naqvi Pool From: Divine PM <daveCa�divinecustomhome.com> Date: Wed, November 19, 2014 7:46 am To: Nick Hanson <nickCa�hansongroupmn.com>, Terry Zelenka <tzelenkaCa�cityofeagan.com> Cc: Dale Schoeppner <dschoe�pnerCa�cityofeagan.com>, Amber Naqvi <amber.naqvi@loaicinfo.com>, Jeff Warren <warrenshermanCa�hotmail.com> Nick could you please help Terry understand the common sense aspect of this pool deck? If the slab with pitch is anywhere between 6-7.5" thick at the perimeter with a large swale down the middle of the large walkway that will be 7-8" deep, it is okay for a few spots to be closer to 5" thick. Terry is expecting us to pull rebar, tubing and foam out for 1/2-1" of fill removal. We have an inspection today at 2:30 and we are pouring Friday morning. Thank you - Dave Project Manager Divine Custom Homes � 2 - �.� _ ��.�-`j/i/�,-�*� sn��'�`3 �'. ��'��,�.:y��"� f �✓ � a . y`�-��t� �'`��y�� s/� �� . � m �� yi �a;� y� ., �� , � � � �� ;. _s�f'��"�v�� / � i � •��' �,��, ''��`�' ��?�`a"��'� �'�/'��: i� � : . �� 'r ;» ��"� nr�'�i„, -r`� � �-�:, � .. g l�''=`x:y- � >�i � �.v� � ��r r�s��"� .� �� .r� �.t�� '� „r��, ,.��s.,. _��`�s,�: � � � � � x ; �� y r�� : '.: /��., � . ;' i ,r'fi� ��i F`�� .� , . ,�,9,x , .,._>.,v,. , ..,�'-��. .. - , ., ..,._.,� ,.. .,..,..., ,_..,._ � �� ... . ,�, . . ., n .� � ,� �� i��r� � �s��.cri� ..,� �� ,i � .-��:� ��..�'�-m� . , ,� , < , � ,. 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' ,- � , i - . 3 � � 9/ ' oa �Jig/ . �. � � � � �"�-n: .PA� � �y�. � � � T�rry Zelenka From: Divine PM <dave@divinecustomhome.com> Sent: Friday, December 12, 2014 10:03 AM To: Dale Schoeppner; Terry Zelenka; Tom Miklya Cc: Troy Fredrich Subject: Fwd: Pool wall bore rebar Attachments: 08211101.PDF; ATT00001.htm Follow Up Flag: Follow up Flag Status: Flagged Categories: Red Category See below for engineering fix on pool cutouts. Thank you—Dave Project Manager Divine Custom Homes Begin forwarded message: From: "Nick Hanson" <nick(c�hanson r�oupmn.com> Date: December ll, 2014 at 9:09:21 AM CST To: "Troy Fredrich" <tro�(a�divinecustomhome.com> Cc: "Divine PM" <dave(cr�,divinecustomhome.com> Subject: RE: Pool wall bore rebar I can't get this to work. You will need to bolt an angle 7x4x3/8" (LLV) with (2)1/2" diameter Simpson Titen HD anchors on each side into the wall 4" embedment. See attached. You will need to fill in the (2) side by side holes with grout and relocate those top two holes below. The other option is to ask Molin if their plank can span laterally over these openings. I can't make that determination. Nick Hanson ' Structural Engineer The Hanson Group LLC Cell: (612) 708-3572 www.hansongroupmn.com 3407 Kilmer Lane North Suite #4 Plymouth, MN 55441 -------- Original Message -------- Subject: Re: Pool wall bore rebar From: Troy Fredrich <troyCa�divinecustomhome.com> Date: Thu, December 11, 2014 6:31 am To: Nick Hanson <nickCa�hansongroupmn.com> Cc: Divine PM <daveCa�divinecustomhome.com>, Troy Fredrich <troyCc�divinecustomhome.com> � �� Good morning Nick. Do you need any additional info? We desperately need some documentation for our inspector today in order for him to allow occupancy. I know you are moving forward on this as quickly as possible --- thanks. > On Dec 10, 2014, at 12:30 PM, "Nick Hanson" <nick(a�hansonqroupmn.com> wrote: > > How is the single hole 13'-0" to grade? Isn't the wall only 10'-0" clear height from slab to plank bearing? > > Nick Hanson > Structural Engineer > The Hanson Group LLC > Cell: (612) 708-3572 > www.hansongrouqmn.com<http://www.hansongroupmn.com/> > 3407 Kilmer Lane North Suite #4 > Plymouth, MN 55441 > > > -------- Original Message -------- > Subject: Pool wall bore rebar > From: Divine PM <daveCa�divinecustomhome.com><mailto:daveCa�divinecustomhome.com» > Date: Wed, December 10, 2014 12:17 pm > To: Nick Hanson <nickCa�hansongroupmn.com><mailto:nickc(�. hansongroupmn.com» > Cc: Troy Fredrich <troyCa�divinecustomhome.com><mailto:troyCa�divinecustomhome.com» > > Nick, 4 holes on left are 24" from grade to bottom of holes, I could not see any rebar. Rectangle is 6'6" to grade, rebar vertically 10" over from right side. Far right hole 13' from grade, rebar 1" in from left side of hole. 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J � ��(/1ro�`'na�H�: mg�.:SWa��°�� wi°z�S aX"�a� m �¢ N �JO��G��0�2��(72hON 2�3Q yNf�/1WLL m�O�gi h R �y �� W<W4QW Z WI-tl�— �p QU (7 �6' ��¢'�Qc"'i�iyw3��i�3a��sa�¢<8�� o �n�g 'd co �oc�iag�"'�`�oa�'x"�i��p�mwy�aiwza y � °�o� o$ � �z <io a�w�w�¢��r�i��ao00�OLL�NWc70 =�� Wa zo = al�cc°� w��N�u��<-�u�'C3�"d-'�¢Sagt�zH ��im� � No��o zz s� 4�ON(�W SO��W �JW LL� ¢LLQ�OLL OgG g NQ SQO W�W (y �Qa� z�uma�dm ��tm �am �amti �5 �33��c� �IYcg$g3 c�IR� � Y � � S. EAGAN 3830 PILOT KNOB ROAD l EAGAN, MN 55122-1810 (651) 675-5675 l TDD: (651) 454-8535 l FAX: (651) 675-5694 F ni:.lil,i L=ct ns cIivoieaa xll _011l Date: �C E 1 JN t 4 2020 r For Office Use ^7 Q�r Permit* /e2f/U / n Date Received: (U 02 • ..1 Permit Fee: Staff: 2020 RESIDENTIAL BUILD rN APPLICATION Site Address: Unit #: Resident! Owner Name: Amber Naqvi Phone: 651-334-3772 3709 Blackhawk Rd. Address /City /Zip: Applicant is: Owner Contractor /?/ frrd-hftt)k- gieL--f Type of Work Description of work: Deck o- Construction Cost: '35e6- 5/6 600, d o Multi -Family Building: (Yes / No ) Contractor company: Comfort Homes Bulding and Remodelir Contact: Chuck Moser Address: 26190 Hale Court cry Wyoming State: MN zip: 55092 Phone: 651-248-9344 Email: comforthomes@frontiemet.net License it: BC637651 Lead Certificate #: NAT-F 114358-2 If the project is exempt Newer home from lead certification, please explain why: and bulding exterior decks In the last 12 months, Yes No COMPLETE THIS AREA ONLY IF CONSTRUCTING A NEW BUILDING has the City of Eagan Issued a permit for a similar plan based on a master plan? If yes, date and address of master plan: Licensed Plumber. Mechanical Contractor Sewer & Water Contractor. Fire Suppression Contractor Phone: Phone: Phone: Phone: NOTE: Plans and supporting documents that you submit are considered to be public information. Portions of the information may be classified as nonpublic if you provides iflc reasons that would permit the City to conclude that the are trade secrets. You may subscribe to receive an electronic notification from the City of proposed ordinances by signing up for an email update on the City's Exterior work authorized by a building permit Issued in accordance with the Minnesota State Building Code must be completed within 180 days of permit Issuance. CALL BEFORE YOU DIG. Call Gopher State One Call at (651) 454.0002 for protection against underground utility damage. Call 48 hours before you intend to dig to receive locates of underground utilities. www goK h rs a-e _ 1eca ,�r I hereby acknowledge that this information Is complete and accurate; that the work will be in conformance with the ordinances and codes of the City of Eagan; that I understand this is not a permit, but only an application for a permit, and work is not to start without a permit; that the work will be in accordance with the approved plan in the case of work which requires a review and approval of plans. xCharles Moser Applicant's Printed Name x Applicant's Signature DO NOT WRITE BELOW THIS LINE • SUB TYPES Foundation Single Family Multi 01 of _ Plea WORK TYPES New Addition Alteration _ Replace Retaining Wall Fireplace Garage Deck Lower Level 3 �a5 Blatk/1440k gc/ aae Porch (3-Season) _ Exterior Alteration (Single Family) _ Porch (4-Season) _ Exterior Alteration (Multi) Porch (Screen/Gazebo/Pergola) _ Miscellaneous Pool Accessory Building _ Interior Improvement _ Move Building _ Fire Repair Repair DESCRIPTION Valuation 1i 000 Plan Review (25%_ 100%1. ) Census Code # of Units # of Buildings Type of Construction Occupancy Code Edition Zoning Stories Square Feet Length Width REQUIRED INSPECTIONS Footings (New Building) 7.Footings (Deck) Footings (Addition) Foundation Foundation Before Backfill Roof: _Ice & Water _Final Framing 30 Minutes ®( 1 Hour Fireplace: )(Rough In Air Test X Final Insulation Sheathing Sheetrock Fire Walls Braced Walls Shower Pan Reviewed By: Siding Reroof Windows _ Egress Window _ Demolish Building* _ Demolish Interior _ Demolish Foundation Water Damage *Demolition of entire building — give PCA handout to applicant MCES System SAC Units City Water Booster Pump PRV Fire Suppression Required Meter Size: Final / C.O. Required Final / No C.O. Required HVAC _ Service Test Gas Line Air Test _ Hood Pool: _Footings Air/Gas Tests Final Drain Tile Siding: _Stucco Lath _Stone Lath _Brick — EFIS Windows Retaining Wall: _ Footings _ Backfill , Final Radon Control Fire Suppression: _Rough In _Final Erosion Control Other: , Building Inspector RESIDENTIAL FEES Base Fee Surcharge Plan Review MCES SAC City SAC Utility Connection Charge S&W Permit & Surcharge Treatment Plant Radio Meter Read Copies TOTAL L //i'�JT iJ/,29V )j(/1")I A2or - 01/06/14- , O0 0 Page 2 of 3 4') txKigiktioll--- .p g" BSA \t. _ un �vK' ROAD kNA cZt IONS DiViSIOi,.i ram' rr rr rr _rr 1 1 / t,OC , r• %( rrr V 1 rrr � 1 rt�rrr ' - �,� 534• 'L ^w 1 1 O • Ao 14, • D c, PERMIT City of Eagan Permit Type:Building Permit Number:EA165966 Date Issued:12/03/2020 Permit Category:ePermit Site Address: 3709 Blackhawk Rd Lot:3 Block: 2 Addition: Blackhawk Forest PID:10-14325-02-030 Use: Description: Sub Type:Fireplace Work Type:Gas Fireplace (new) Description: Census Code:434 - Residential Additions, Alterations Zoning: Square Feet:0 Occupancy: Construction Type: Comments:Improvements to the home may require smoke detectors in all bedrooms. Chimney / flue must be inspected prior to concealing. Carbon monoxide detectors are required within 10 feet of all sleeping room openings in residential homes (Minnesota State Valuation: 3,000.00 Fee Summary:BL - Base Fee $3K $88.50 0801.4085 Surcharge - Based on Valuation $3K $1.50 9001.2195 $90.00 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 - Amber R Naqvi 6802 158th St Apple Valley MN 55124 Condor Fireplace & Stone 8282 Arthur St NE Spring Lake Park MN 55432 (763) 786-2341 Applicant/Permitee: Signature Issued By: Signature