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EA180189 - Building - Single Fam - Issued Date 12/28/2022City of Eagan 3830 Pilot Knob Rd Eagan, MN 55122 (651) 675-5675 www.cityofeagan.com PERMIT Permit Type: Building EAGPermit Number: EA180189 A N * E R 1 8 0 1 8 9* Site Address: 645 Remington Ct Lot: 2 Block: 1 Addition: Manley Gun Club PID: 10-47264-01-020 Use: Description: Sub Type: Single Fam Work Type: New Description: PRV Required Census Code: 101- Single Family Houses Zoning: R -IS Square Feet: 0 Date Issued: 12/28/2022 Construction Type: V-13 Occupancy: IRC- I Comments: Improvements to the home may require smoke detectors in all bedrooms. Carbon monoxide detectors are required within 10 feet of all sleeping room openings in residential homes (Minnesota State Building Code). Fee Summary: 3/4" Meter $300.00 6101.4509 Valuation: 521,464.00 BL - Base Fee $3,566.75 0801.4085 City SAC (01 Unit) $131.50 9376.4681 Plan Review $2,318.39 0720.4222 Radio Read Unit (Domestic) $205.00 6101.4509 Sewer Permit $64.00 6201.4532 Surcharge - Based on Valuation $260.73 9001.2195 Surcharge -Fixed $1.00 9001.2195 Treatment Plant - Residential $1,065.50 6101.4685 Water Permit $64.00 6101.4507 Water Supply & Storage $1,715.10 6101.4680 SAC (1 unit) - Single Family House $2,485.00 9220.2275 Total: $12,176.97 Contractor: Owner: Jacob Manley 3902 55th St E Minneapolis MN 55417 - Applicant - This permit shall be null and void if work does not start within 180 days of issuance, or if work is suspended for 180 days or more after started. I hereby acknowledge that I have read this application and state that the information is correct and agree to comply with all applicable State of Minnesota Statutes and City of Eagan Ordinances. Applicant%Pernnitee: Signature sued B- : Signature I�a I For office Use I 6u,idtrig Permit # Q ><s, m GAN EA Perm�i Fee`s,,,,,_ f sem; g cit �> EEIVE , I Date Prcc�aed 3530 PILOT KNOB ROAD l EAGAN, NIN 55122-1810 t V 11 (6�`'1 ) 675-56751 FAX. (651 ) 675A5694 �°i:.,'� 2022 Date h,'s�t"d __ _. _........v_.__._ _ ..-- buildinrainspe,c, ions c'i�x citycifeagcan.cpm I_ _ - __ — _ � _ _ _ .� T _ — 9Y: RESIDENTIAL BUILDINGPERMIT APPLICATION Dais: 11/09/22 Site Address. 645 Remington Ct Unit; _ - t Applicant is ; V Owner El Contractor I? Is I Jacob Manley t Name: Homeowner 3902 E 55th streetMinneapolis Address: �_._ �_ J_ ._ _ __ city: 1 State: mn Zip: Phone: EEmail:t. 55417 651-983-6844 Jake hearthstone@gmail.com � _ New Construction Description of work: 3 i Type of 700000 C ti t C; . . onsrucon ost:' Work __.� �� i i Type of building ®Single Family ❑ Townhomn or units ❑ Twin Name _— i Company: Contact. i Building Address- 1 :.Contractor State: Zip: Phone: Email. $ License 14. Expiration Date: Stacy Stocker Sewer & Company: NorthStar contact _ Water I21483 Grenada Ave #120Lakeville Contractor Address: City: MN 55044 602-552 5265 Stacys@northstardirt.com Required for Stake: Zip. _._ Phone: Email: _ _—_ net construction PB777900 12/31/2023 t License t# �; . �A- __.Expiration Date: 1 understand that Plumbing, Mechanical, and Fire Suppression work require separate applications. NOTE: Plant and supporting documents that you submit are°con idered 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 they i are trade secrets: CALL BEFORE YOU DIG, Contact Gopher State One .0 A at (651) 4bA-6002 or for protection against underground uttl,ty damage. Contact Gopher State One Call A6 hours before you intend to dig to receive locates, of underground utilities I hereby acknovAedge that this information is complete and accurate; that the work will be in conformance with the ordinances and codes of the City of Fagan; that I understand this is not a permit, but only Kiri application for a permit, and work is not to start without <a permit, thst the work Will be in ar z:ordance w;lh the approved plan In the case of work whlt.h requires a review and ,approve( of plans_ .�2 Jacob Manley ; Applicant's Printed Name Apleant"s Signator /' FOR OFFICE USE ONLY Site Address: (;<<S �+� •��ie•. (2 4 Permit #: /80/9? SUB TYPES Foundation _ Fireplace _ Porch (3 -Season) _ Miscellaneous ✓ Single Family _ Garage _ Porch (4 -Season) _ Accessory Building Multi _ Deck _ Porch (Screen/Gazebo/Pergola) 01 of _ Plex _ Lower Level _ Pool City SAC WORK TYPES )-49a q5-. ?—S )� I, sy8 l ,,!el New _ Repair _ Siding _ Retaining Wall _ Addition _ Fire Repair Reroof Move Building _ Alteration _ Water Damage _ Windows _ Demolish Building* Replace _ Egress Window _ _ Solar _ Demolition of entire building — give PCA handout to applicant DESCRIPTION Calculated Valuation Sal j q4q, og Plan Review (25%_ 100% Z) Census Code # of Units # of Buildings Type of Construction Via REQUIRED INSPECTIONS Footings (New Building) Footings (Deck) Footings (Addition) Foundation Foundation Before Backfill Roof: _Ice & Water _Final Framing 30 Minutes /1 Hour Fireplace: _Rough In _Air Test _Final Insulation Sheathing ,/ Sheetrock Fire Walls v-" Braced Walls Shower Pan Occupancy Tic- I MCES System Code Edition dKjZC-,?o2c> SAC Units Zoning ?--is City Water Stories Booster Pump Square Feet PRV Length Fire Suppression Required Width 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 f Siding: _Stucco Lath _Stone Lath _Brick _ EFIS Windows Retaining Wall: _ Footings _ Backfill _ Final - Radon Control Fire Suppression: _Rough In _Final Erosion Control Stormwater Management Other: Permit Required: ,i— Reviewed By: Ale- �So— , Building Inspector RESIDENTIAL FEES �cl.,, //.,r••.e. Calculated Valuation S a`( Ik. b$ Base Fee 9c. 73 2c& I I�, eQ Plan Review State Surcharge �- -3"08 '` Z/O I MCES SAC ?OO x y0. yt aCi� a$� . cc City SAC 1 F ., s-4, ..a )-49a q5-. ?—S )� I, sy8 l Treatment Plant Water Supply & Storage ��c aha k I S&W Permit & Surcharge Radio Read �oc-ch /g2 a So - 9i &coo Qp Other: s:�(� (off%• O Copies: TOTAL S 0.00 New Construction Energy Code Comulinnco Corlificnte Dnlo Corllficnlo Post Per R401.3 Cerlificale. A bullding corllllcalo shrill be poslod on or In tho oladrlcnl dlslrlbullun pnnol, Place your Mall g Address of the DwolllnQ or Dwelling Unit City logo here �� G+'►'1 In ..v- ;— r a. �(1 Name of Residential Conlr or MN Llconso Nllinbor ��,�b M-, t -e RADON CONTROL SYSTEM THERMAL ENVELOPE Type: Chock All Thal Apply K Passivo (No Fon) or olhor syslom monlloring Location or future location of Fan: batt insulation required .a p a 9 8 F2.imum or noise mitigation. See esi ,° —�0 - ing report. j Z g k i $ AA�J�AMI.J.�J.�J.� •/ o InsulationLocatlon a ,g, O _ _ _...-.__.--.-----.--.-------- --._. . 1 I° c c z - a W m m c m rn (z li r° I d d Other Please Describe Here Below EnUre Slab Foundation Wall Perimeter of SI& on Grade Rim Joist 1 sl Floor) =Z1 Rim Joist 2nd Floor+ Wall Gelling, flat Celling, vaulted R-49 min Bay Windows or cantilevered areas R- 3d " Floors over unconciltioned area Describe other Insulated areas Building envelope air tightness r Duct system air tightness; Less than 204 cfm Windows & Doors Heating or Cooling Ducts Outside Conditioned Spaces Average U -Factor (excludes sk llghls and one door) U: 0.30 Not applicable, all ducts located In conditioned space Solar Heat Gain Coefficient (SHGC): 0.30 iX R-8 value MECHANICAL SYSTEMS 71 Make-up Air Select a Type Appliances Heating System Domestic Water Heater Cooling System X Not required per meth. code Fuel Type Nat Gas Nat Gas. Electric Passive Manufacturer Bryant Bryant Powered Interlocked with exhaust device. Model 926TA6010OV21 126BNA048 Descrlbe: Input In 100,000 Capacity In 75 Output 4 tons Other, describe: Rating or Slze BNS: Gallons: In Tons: AFUE or 96% SEER 16112.6 Location of duct or system: Efficiency HsPF°/ /EER Heating Loss Heating Gain Cooling Load Residential Load Calculati 85,066 47,679 3.97 tons Cfm's " round duct OR MECHANICAL VENTILATION SYSTEM " metal duct Describe any addltlonai or combined heating or cooling systems If Installed: (e.g. two furnaces or air Combustion Air Select a Type Not required per meth, code source heal pump with gas back-up furnace): X Passive Select Type Heat Recover VenUlator (HRV) Capacity In cfms: Low: High: Other, describe: X Energy Recover Ventilator (ERV) Cepaclty In cfms: Low: 100 cfm Hlgh: 1 200 cfm Location of duct or system: Mechanical Room X Balanced Ventilation capacity In cfms: 200 cfm Location of fan(s), describe: Cfm's X Capacity continuous ventilation rate In cfms: 100 cfm on low speed X 6" Flex Duct X Total ventllation (intermittent + continuous) rate In cfms: 200 cfm " metal duct MCamScanner ! � r�,rl� 5p1.4.�• • p�'oGadiirp tb tiefnrmina IV1s�fceup Alr Quant t#y far Applkm0sb blk4lling I nI6 7CA Ul.TipLf~ AiSpL111NC�5 THAT �}f�dtiM11L`flpLi?AN• t��t.AlViw... I A x 1� A11 b d,AVIV TOl? dqS 0Ii K�14 ,(SOR ptlNR�tll 111 iEt ��Ri Gt APAi l�il�!~ PL)ItIUCOg C?ii S�iLIpl U( L ! f�V.9 M�?M(A MCE5uApPL1AIVGI�Sn: . �., USetlieA rb rlai'A'•Gatu�ihi'f�>:sttifi�ti�Natisa ihfllfr�tton ..' , . aj pressurgfacfyr � •:• •:, .: ,> ._._ �{ des/ � .. _._ _ _ • __ . _.. _ _ _ ..._ __- _ — _ _ _ gr95.' 0.09. U U� �j C�Ch�lj#t0)tp0 floor 0.03 pod ri�luclfri' ' tti ltifshad besemant§) . , t;etiih�fad FlattS� .'�. ; . , In%ltytpigti �'►a'7 ra °t 0 003&o)?IeP •'.j..:.'keu�><}F't1'h�fcfrrljt..' ,•:.:'.': `>�j. - . _ . $• r.. •,e [ l >sac r t ti3ystatn'or If bwered m4Reu bl late, fcirlDall tiitarrncti9d and matahnda exhaust 'h PIP tli` �.nnr`a ' Q r slrcu ttng st�n.1 if 0wared indkeu 'xir Is elsctricair interldeknd'and stahed to eRlidust), $.. arR tI :�Ilt' �He"4I eliiadi�.; . , . � � .: • tW. ic aitlst ' � � lnf'�fti�iio'n (i1•�m 1 . ,. . :�� Y,�ak�fi�e),+�};�,,, .. ' `.'�^'rte''•. .. • . .. ... � . ,. �.;: _ ... :..,.:.',,�• .. �. : 's v` • N1:: u btr is lid Gd:' +�[.1+� :'l►�'� .. .'� )ri �5lrifi��i'�t's?''�q�:efifb50�..4r�'::i.',�:;,.;:. S;?::; ct:iv ", •x�h5ti='�f �b`'ti� r i4 .5t t. . d., .�� 7 .l`. S L 4V1 161'6!• t r .tfid h'f�Ni•" 5s � r. .Y. tF1 •.BrfCAt(• Y ••��'•• • •9'• ..: arb)fp.: �:. �:a:• .....�• ;•�:: :�; n,'• .�., pp dfl.•,.�_ r tliera�re•nb�cOrri,6'U§tldri�a r�ticesr::.. t#<st °oaf •c',., r- ppli ,a ��.� r ff3•` I't ar�`�'d• fi�t#'sts'•':� .,:•.,::� .,.r;.<;5� f ) ..,n. �. d pltdn�: ;h 'niln's`stetri `filtrtfai t :i .I►$. y a M'dsp>Yeripnh venteiib° ji/iailes mayatsa tie Iri`ci ded' Usk t� ;ui iia dila aaspifiijrirally'ventbl ptri ltAn 4an 8ssrste gaa or oll p , y s ' �� �, r .. {.,._ . j pplfafi �parl�Qnttti� jrs'temnrrtiasvlldfUafapp/lance,: `fli t tdfYilf �ft1�� muitlple ai mosplierteaw vpnf d gas atoll appljiYltca : uefng'a cutllrhoil lrentE ors if tHere erd ai mb9pherically `r��►ttBxs�4!`Ifpki�Inn>1 sniid flail appllriHcos: i' TYP>~ UC ppuN1NC� ONO on 1 7 818-419 Makeup Alr OPOrnfnb S121JISTable for NOW And Ddst(ng Dweflfng Units 10.47 PLR PDWL'R 4Z66.- 29-46 18.28 5 ONE ATMOVIIERICALLY MULTIPLEAPPLIANC5S tHAT�1EtP 2.42 CT 1inlVf t7lx)V`4 ON>~ b}T IVIIJLTIPLIi 1 AIV- A551S p'AispilANG> S VUN7 C-0 pl�S on dIL A*1AN 611 ONE AT1dtC1SpUAiI ALLY 1+1f�t} PASSMMAREUP Ctf)IV ANp Pb* tlt VPN cin S(1•f.11) �l1Ct vt 6AS r5]? OIL Ali fAtVCd Ic aL(p AiI� C71'gIVING ptlC] ESA 151hECTVI~NT AppllANf Su AI'PLIA1VCtxc t+t7El. APPI.IAN✓rESn 0)AllllE'f'ERG,F . e_... 7 818-419 !Passive oparilrig - 'rv►��r miir'orfzad YtipaC!;` •; .. `_:..:.:. 426 -9. P5s1Va `agaYi[n ASO-x3Q 11�-14Z 10 uvihm.��orrz�a: . `...:: • I how�redmijk2up 231290. 1.A3$�0 11 af�tl.°::.::.. >5r9: •419 >7..90 • >1.79 Notap Ih A, Uset(ifs column Iftliora era other{Ijal� f�ri°��jstadort+tmasph�rical(yvented gas qr ell applldnces ar if theta are no combusUan a`, %1 ' 6: tJse tH1 ccc) tftljApe (SQ,b a 1dil-asslsCod tippl%dike `pctvijiitiiigsysesin. Othertl a `t C, PF ! ances. n a maspherlcally bdntdd dppllajices rh' dlsb B lnclirdad. Use }h(s colUrrtn It'ttfei a Is dH atmosphericnliy vinted (tfier than iiy assisted) gas or elf pppi/irnce per vent(ng syskam dN bne s4ltdfuel appliance. I). Use th)s eo[urnn IfitliE�re aro rriu(t)pte QtnioSpherlcallyventod gas atoll app!lances using a CQrliman vent ar i1~thero are atrnosp6er(cally vented gas ar al! appllpnces and solld fuel apph'anCes G An equtyalant lorrgtb nif 1Qq Peet of rplind sttiooth,fil t'dl SIuGE Is assumed. Sulitrack 40 feetfor tfio exterlor hood *)dtan feet far each 90-degroe ejbnwta detormine�he rartlalning length ofslratght ductoflaWabfp, P Ifflt�xible duct Is W.6dr incrdnso the dui 1pmatdr Thy ane lhcfi, (gXibla ductshall �e stretched with minlmahsags. Q. Bahomatrtc rtors areprohlbliad In passive inalcaup 6!r openings when any atrnosphArlCall}r vented app/lance Is Installed, H. PoWOW rrrakeup dlr aha!) be el&etrtcally inttia locked with the 1arl est exhaust system. ble 10.47 4Z66.- 29-46 18.28 5 -'47.69 2.42 6 xn1�140 7099 43461. 7 144-404 . 100-1'85 62=89 g !Passive oparilrig - 'rv►��r miir'orfzad YtipaC!;` •; .. `_:..:.:. 426 -9. P5s1Va `agaYi[n ASO-x3Q 11�-14Z 10 uvihm.��orrz�a: . `...:: • I how�redmijk2up 231290. 1.A3$�0 11 af�tl.°::.::.. >5r9: •419 >7..90 • >1.79 Notap Ih A, Uset(ifs column Iftliora era other{Ijal� f�ri°��jstadort+tmasph�rical(yvented gas qr ell applldnces ar if theta are no combusUan a`, %1 ' 6: tJse tH1 ccc) tftljApe (SQ,b a 1dil-asslsCod tippl%dike `pctvijiitiiigsysesin. Othertl a `t C, PF ! ances. n a maspherlcally bdntdd dppllajices rh' dlsb B lnclirdad. Use }h(s colUrrtn It'ttfei a Is dH atmosphericnliy vinted (tfier than iiy assisted) gas or elf pppi/irnce per vent(ng syskam dN bne s4ltdfuel appliance. I). Use th)s eo[urnn IfitliE�re aro rriu(t)pte QtnioSpherlcallyventod gas atoll app!lances using a CQrliman vent ar i1~thero are atrnosp6er(cally vented gas ar al! appllpnces and solld fuel apph'anCes G An equtyalant lorrgtb nif 1Qq Peet of rplind sttiooth,fil t'dl SIuGE Is assumed. Sulitrack 40 feetfor tfio exterlor hood *)dtan feet far each 90-degroe ejbnwta detormine�he rartlalning length ofslratght ductoflaWabfp, P Ifflt�xible duct Is W.6dr incrdnso the dui 1pmatdr Thy ane lhcfi, (gXibla ductshall �e stretched with minlmahsags. Q. Bahomatrtc rtors areprohlbliad In passive inalcaup 6!r openings when any atrnosphArlCall}r vented app/lance Is Installed, H. PoWOW rrrakeup dlr aha!) be el&etrtcally inttia locked with the 1arl est exhaust system. ble WAITILAbbN REQUIREmENTs *! AktiO . Z NUMO dr, bhbk6bms Tata TOTow—I W X; COdWOM 066is-, n6lu&g th 2 f to ort �i� b6d►de m A403*4.2 Wal. V66tilittah're'te. Thu niecht*hreaw -V:"6,, niy �i� Aa. ii)we-sdficlbhi ijU*tdd''p'r the total Ventilation rate average foe 6fth--i4 fibuf"' d P. -old. -in aci Tab & 11409-8-4or EqM 6-6 409,S, W -6d on the nUmbir of hd*ooms and dkld - 664. span; kb, 160 udrithe b 6ht tfg�6 ' W*I`S�Paces. bd ned 6ra par tl�e P4 114042 and S4dilb4 W�ASJI' the kt6w1hd applies., t6 CqU2- x squa re t1het ! of*cdfid!tl6hec[§paca)-4- (jV x ttjujY b6r of bodrooms+:Q) (dr�) - Tof6l ventlation rate/2"h 0 1 . 6h, ii hij 6'al Ve a a Mid' b. ou. a.t O j. MOV APO/ IQ$/ X; COdWOM 066is-, n6lu&g th 2 f to ort �i� b6d►de m A403*4.2 Wal. V66tilittah're'te. Thu niecht*hreaw -V:"6,, niy �i� Aa. ii)we-sdficlbhi ijU*tdd''p'r the total Ventilation rate average foe 6fth--i4 fibuf"' d P. -old. -in aci Tab & 11409-8-4or EqM 6-6 409,S, W -6d on the nUmbir of hd*ooms and dkld - 664. span; kb, 160 udrithe b 6ht tfg�6 ' W*I`S�Paces. bd ned 6ra par tl�e P4 114042 and S4dilb4 W�ASJI' the kt6w1hd applies., t6 CqU2- x squa re t1het ! of*cdfid!tl6hec[§paca)-4- (jV x ttjujY b6r of bodrooms+:Q) (dr�) - Tof6l ventlation rate/2"h 0 1 . 6h, ii hij 6'al Ve a a Mid' b. ou. a.t O tl rVOC Appendix l:, Worksheet E-1 kesid0tibl Combustloti Air CayIcuiation Method {for art naci`aiCor, tritd/ar UVatar FiQaar iii the Samo spare) p 9., Cornpieta Vented combustion appflancd tnfarinnafilon. FuPnapo%[iofior; Draft f�nod Fati Assisted 56 Direct vent lnpui; (Nat`fati asslstetl) &Rower Vent ��ryi��, Btu/hr ' Water Heater: r Crafkhood iIV01: feiri ACGratrirrl —?C-Jan 2eCr__�.'..a�n'i iA.s.-s..isted DlrectVent Input; PtP Uri vo►ume of the Cbnnbustloij Apflanco Space (CAS) containing combustion appliances, 7ha GAR includes ai(spaces Connedted•to Ohm .another bjr Cbdtl camN[fant opdnings,--.--CASvolum P step 9: ryadrmlhe Air Ch'anges per Nours (AC! f* t)e'. Ulf ACH valdes have 6o6n incorpo'ratdd into Table li-I for use with Method 4b (K IR Method). if the yea,Fof cbnstriici;(gti ar QCH is rioi.linnW, :ash method 4a (Standard Method). Stop 42 petarintne RogUirod Volamh far Combustloin Air,, stgndarlj Mtet.bb:d Total si,ci%lir fripui pf:aIl co:��busti6n appilances (Db 1VpT'COUNT'g1fC1 Vl NiAPPi IAIV GS) inpuBtu/hr Usa 5tantlard lVletl�dd'colomn in Table 1♦4 to find Total Required Volume (TRV) TRV: fta IF hits Volurtie (frotti,Step) iia greater than 7RV filen no outdoor openings are needed. if CS ''Of ie {fi ortt;tap 2} l 'IosS thr�11 fill/ ¢lien ga tp RI l P 5. hb Knpititi Air lriftltpatildp ftaip (KA RJ Method: 7atai`litu�hr ltiprat oi' all fan e' A.6d and paver vent appliances (15Ci lUf�l C�SU(VTplit6C7 VCtVh APPLiAi US) hiput: F,r` gtu/hr Use pals Assisi d tpP 8'hces'Olunriri In Fable 9-1 to find Required Valuiiib 1 an Ass(sied (Vf A) RVFAc1�7.�f1 y TQtai htu/hr lntit afelleon-fan=assisted appliances Input:_ ilea Nari-Fan-Assisfed: liance1`6- :. I Iti'fttbia R-1 to find Requlrr5d 1%614 t-1 an -Assts ad ,{ftVNf 1j ;`- , �- AMA, - �fte TotalfloqulradVplume(T(�V}pKVlAd RVNFA .. 11V� If CAS Voiums (from Step Z) is grloatO than TRV then Mo outdoor openings are needed. !f CAs l/bluinq (pi bit Step} id lass than'rV then ha io S'TCP 5: Stag 5' Calculate the retia oi:'avallablb )htariorvplulbetb the tdtal'requlred volume, Ratio Cm llelcime�lroni Step 2)`diultfcarl by TRV ((+►'bm Step 4a or step 4b) Ratio iS�a�7� Strip �; Calcufati3 tt�duct(olt Factor (Rp}, , RF minus ttatii5RFS btap 7: Caiculata single outdoor aponlhg5s If all combustlan air is tl om outs id' " notal t3tujhr Input of all 6&ibus'tkin Appilandes in the same'W (RXCEPT pIREUVENT) Input. , t=�'�Btu/hr Com6ustlon qtr Opening Ai ea Total Btu /hr divided 6y' sbo0 Btu li re tea .. .. p CAOA 000 Btu/hr per lnzb u lna Step 8: Calcuipta Mtnlmum C,4pA; lll[fi(mum CAOA a CAtSA iiigltipllpd by Br Minimum CAOA Ing Step p; Calculate Combustion Air Opening Dlprneter (CAOD) CAOp a 1.a9 multiplie d by •the square root of Minimum CAOA i CAN) 1.13 Minimum CAOA=M in z IF desired, ACM can tie determined using ASHRAE calculation or blower door test, Fallow procedures in Seclton 0304. ; r E7 IF(ICAPPeNDIX;R,TAB .1; . Reaiilaitttalntii6Ytstidngl I?Aquti�d Sln�iiititattgti�rd rntrrlStt Vp(uriiq �tOso'd vlti}i' • tix ftattn,aPAppllptrdea). iCOP4Atr infilteatI66 RAO (RAIR1VIetlYad . : dad l4ss(sted ', iVdn l:an Asslaked •: Input ti ling (dE�ijhrJ. 6faridard ll(lethod t'fw iA4, ii4 ��'�s6nt. Pt q ���4$ x�i1�4� td trreaHnt6 .. Tyra 19942 '.5bpa?�::•�.•;:.:: .;:2513;:.:x:••:,., ',:`'.'.•.:878 .•;:• ..:: :.........- •.::;. • , :: �,$�#; . ..... �. .. -'. Gx5,. • :..'. .' � X55: .. �,Q,U41Q•';:.• : ,. : Sp�.I .; . . '.75p . •. ::~ � �;: �$i5.: .. :::' �;ItS ':.; 5Z'S �S aQa. ,: :.. �' Q - •.. �;�'25 5Gs'3;: � 5X5'.•, .-.. :• . • .:.,. • 7b8.. ?� pnp;' �: �.' �' ppa; :• �°, � .'... ' . ' : �:'• �5"pth« :: _.' .` ; :•�,r�: �.: :,�� �.0 �.: ;' a q5b; ; . ' 8h'UbQ•`� . ��i50' : '.., ., ... .•, ; .. �,25q . �.,�.�5. _ �=; ,1"a(3i ::. �,a�• ' .: - a aau a 7: o.. �-sx `• asa; 5.55 _ : �; 40:d4a ::•: qbo 'bp' xA; rf 55�ada •.: •, x�tiso •. '.�'. � A•>��.� 214g�::.:::•,.:.'. •-:_:;•5�'���_�;.,•.::. .: •:.�.::�z,��B:; 6,96u,; �;(StlO.';; ., 5'50.. �,BfS �,�t9A ;; . •: D I5 5:>. • •'• �!�• is 60 .-:ATM, , tiro 51b5:• 05 bpb , 4G t 7 25 ��tt I��1 ,%Lj1 r11,h,{ Ih� .;.'��; _ iy,. '-- = �` d �(�ot�•��b 5,5.9 ':� 9' .RO.• $, fib.: , :•4 ��i?i:•.:. ;.., . 0._ , :.• l��`` !•.:.•• ..11yy •r /jay 4..0 �. `'x��Qod,, • 4A7 ,. ?44 uo .s. ! 7. 000':d �: Via• ;�aa,:..:; : .,; ..� .� oa::.:. X O q Q::; B fJ;:. �25ti5:.:: _ -785 �,VS,Q' o: p:, ,�.. ' Vii: 7b -,�,: !. "A .9 g' q fir' �t'ib r5b :.. .75Q, �,b tloA, 5.:.'. :.. :' �5d6Q;:; - • :�;137a . -• -;.'x 5 Q 70g 2;040 .. •' �a;� .0.. 22a:apd... .'fib 5 •b:::- .�.�• �:A•:., :y za•:.. .�:.p2 0Ud' X35;000°:::.: "��2.5: ''x6• �s•;.. ' S;�}09r:.:- �SG�s.. {:i�..�4•: �$QlQQq'• ':,:::: (•date r6fdr4 td clweIIIAAS WhAff4d6d und¢rth 1994 Wo "'a 9y Coda; The dal=�ute KAIR WO In tfi(li lffidtor oftiia table is o_.ZO ACHE ' (011 6f thq taGle I8'td t1E! tisdd Poh tI1A/BlQngs CdY(ai fUCi @(I p1 ftjl' }q 9�J'�i� i h� pe}nu(t KAIR used tri thts s6rtlbd 6f, th®table Is 6.46 ACH. X I fight Commercial HVAC Loads Elite Software Development, Inc. Manley Residence Pae 1 Project Report General Proiect Information � Project Title: Manlev Residence Designed By: Project Date: 7-12-20221 Client Name: Hearthstone Company Representative: Desi n Data Reference City: Minneapolis/St. Paul AP, Minnesota Building Orientation: Front door faces East Daily Temperature Range: Medium Latitude: 44 Degrees Elevation: 834 ft. Altitude Factor: 0.970 Outdoor Outdoor Outdoor Indoor Indoor Grains Bulb Wet Bulb Bel.Hudm Rel.Hunn Dry Bulb Difference Winter: -15 -12.38 n/a n/a 70 n/a Summer: 92 73 41% 50% 72 35 Check Figures Total Building Supply CFM: 1,677 CFM Per Square ft.: 0.329 Square ft. of Room Area: 5,092 Square ft. Per Ton: 1,314 Volume (ft3): 39;660 Building Loads }` Total Heating Required Including Ventilation Air: ". 77,505 Btuh 77.505 MBH Total Sensible Gain: 39,637 Btuh 85 % Total Latent Gain: 6,875 Btuh 15 % Total Cooling Required Including Ventilation Air: 46,512 Btuh 3.88 Tons (Based On Sensible + Latent) Notes Rhvac is an ACCA approved Manual J, D and S 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. C:\ ...\Hearthstone- Manlev.rh9 WarinacrInv .liily 13 9099 R -9R ARA Rhvac - Residential & Lipht Commercial HVAC Loads Elite Software Development, Inc. Manley Residence Pa e 2 Miscellaneous Report System 1 Lower Level Outdoor Outdoor Outdoor Indoor Indoor Grains Winter: 0.056 -15 -12.38 100% n/a 70 n/a Summer: X 39,660 92 73 41% 50% 72 35.16 Duct Sizin In uts 2,223 Cu.ft./hr 0 Cu.ft./hr Total Building Infiltration: X 0.0167 37 CFM X 0.0167 0 CFM Calculate: Main Trunk Yes CFM Runouts Yes CFM Use Schedule: Yes Yes Roughness Factor: 0.00300 0.01000 Pressure Drop: 0.1000 in.wg./100 ft. 0.1000 in.wg./100 ft. Minimum Velocity: 0 ft./min 0 ft./min Maximum Velocity: 900 ft./min 750 ft./min Minimum Height: 8 in. 6 in. Maximum Height: 10 in. 0 in. Outside Air Data Infiltration Specified: Winter 0.190 AC/hr Summer 0.100 AC/hr 126 CFM 66 CFM Infiltration Actual: 0.056 AC/hr 0.000 AC/hr Above Grade Volume: X 39,660 Cu.ft. X 39,660 Cu.ft. 2,223 Cu.ft./hr 0 Cu.ft./hr Total Building Infiltration: X 0.0167 37 CFM X 0.0167 0 CFM Total Building Ventilation: 180 CFM 180 CFM ---System 1 --- Infiltration & Ventilation Sensible Gain Multiplier: 21.35 = (1.10 X 0.970 X 20.00 Summer Temp. Difference) Infiltration & Ventilation Latent Gain Multiplier: 23.19 = (0.68 X 0.970 X 35.16 Grains Difference) Infiltration & Ventilation Sensible Loss Multiplier: 90.72 = (1.10 X 0.970 X 85.00 Winter Temp. Difference) Winter Infiltration Specified: 0.190 AC/hr (126 CFM), Construction: Semi -Tight Summer Infiltration Specified: 0.100 AC/hr (66 CFM), Construction: Semi -Tight C:\ ...\Hearthstone- Manlev.rh9 WPrinPCr1a\r .10v 11 7n77 R•7R nnn CA ...\Hearthstone- Manley.rh9 Wednesday. Julv 13. 2022. 6.28 AM Rhvac - Residential & Liaht Commercial HVAC Loads Elite Software Development, Inc. Manley Residence Page 4 System 1 Lower Level Summary Loads Component Area Sen Lat Sen Total 4A -6-d: Glazing -Double pane low -e (e = 0.20 or less), high performance, sliding glass door, e=0.05 on surface 2, any frame, U -value 0.33, SHGC 0.33 11N: Door -Metal - Polystyrene Core, U -value 0.35 12E-Osw: Wall -Frame, R-19 insulation in 2 x 6 stud cavity, no board insulation, siding finish, wood studs, U -value 0.068 15B0-10sf-8: Wall -Basement, , R-10 board insulation to floor, no interior finish, 8' floor depth, U -value 0.05, above grade U -value 0.083 16CR-44: Roof/Ceiling-Under Attic with Insulation on Attic Floor (also use for Knee Walls and Partition Ceilings), Vented Attic with Radiant Barrier, Dark Asphalt Shingles or Dark Metal, Tar and Gravel or Membrane, R-44 insulation, U -value 0.022 21A-20: Floor -Basement, Concrete slab, any thickness, 2 or more feet below grade, no insulation below floor, any floor cover, shortest side of floor slab is 20' wide, U -value 0.027 20P-30: Floor -Over open crawl space or garage, Passive, R-30 blanket, insulation,_ any cover, U -value 0.035 Subtotals for structure: People: Equipment: Lighting: Ductwork: Infiltration: Winter CFM: 37, Summer CFM: 0 Ventilation: Winter CFM: 180, Summer CFM: 180 Exhaust: Winter CFM: 60, Summer CFM: 60 AED Excursion: System 1 Lower Level Load Totals: 619 17,366 0 19,690 19,690 39 1,160 0 423 423 3734.5 21,587 0 5,690 5,690 1491.5 7,009 0 324 324 2406 4,499 0 2,383 2,383 2398 5,503 0 0 0 232 690 0 122 122 57,814 0 28,632 28,632 9 1,800 2,700 4,500 Square ft. Per Ton: 1,314 900 1,200 2,100 0 0 0 0 0 0 0 3,362 0 0 0 16,329 4,175 3,842 8,017 4 0 3,263 3,263 77,505 6,875 39,637 46,512 Check Figures Supply CFM: 1,677 CFM Per Square ft.: 0.329 Square ft. of Room Area: 5,092 Square ft. Per Ton: 1,314 Volume (ft'): 39,660 Es -- stern Loads Total Heating Required Including Ventilation Air: 77,505 Btuh 77.505 MBH Total Sensible Gain: 39,637 Btuh 85 % Total Latent Gain: 6,875 Btuh 15 % Total Cooling Required Including Ventilation Air: 46,512 Btuh 3.88 Tons (Based On Sensible + Latent) Notes Rhvac is an ACCA approved Manual J, D and S 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. C:\ ...\Hearthstone- Manlev.rh9 WP.rinP.Srlgv .Iiily 1:3 gn99 R•'?R Ann C:\ ...\Hearthstone- Manlev.rh9 kA/Afine-Q,ia\/ .hdw 11 9099 R•7S2 ANA Rh vac - Residential & Light Commercial HVAC Loads I Elite Software Development, Inc. AN IV Manley Residence Page 5 System 1 Room Load Summary Htg Min Run Run Clg Clg Min Act Room Area Sens Htg Duct Duct Sens Lat Clg Sys No Name SF Btuh CFM Size Vel Btuh Btuh CFM CFM ---Zone 1--- 1 Lower Level 2,174 19,500 261 _ 7-6 _ 340 9,973 900 467 467 Zone 1 subtotal 2,174 19,500 261 9,973 900 467 467 ---Zone 2--- 2 Main Level 1,950 23,604 316 14-6 354 20,758 1,100 973 973 3 Sunroom_ _ 224 6,697 _ 90 5-6 313 6,561 0 307 307 Zone 2 subtotal 2,174 ---Zone 3--- 30,301 406 27,319 1,100 1,280 1,280 _4 Upper Leve) _ 744 11,375 _ 152 5-6 _ 289 6,062 _ 700 284 _ 284 Zone 3 subtotal 744 11,375 _ 152 6,062 700 _ 284 _ 284 Ventilation 16,329 3,.8.42 4,175 System 1total _ 5,092 77,505 819 _ 39,637 6,875 1,677 _ 1,677 System 1 Main Trunk Size: 36x10 in. Velocity: 671 ft./min Loss per 100 ft.: 0.056 in.wg Note: Since the system is multizone, the Peak Fenestration Gain Procedure was used to determine glass sensible gains at the room and zone levels, so the sums of the zone sensible gains and airflows for cooling shown above are not intended to equal the totals at the system level. Room and zone sensible gains and cooling CFM values are for the hour in which the glass sensible gain for the zone is at its peak. Sensible gains at the system level are based on the "Average Load Procedure + Excursion" method. Cooling System Summary Cooling Sensible/Latent Sensible Latent Total Tons Split Btuh Btuh Btuh Net Required: 3.88 85%/15% 39,637 6,875 46,512 E ui ment Data 771 Type: Heating System Natural Gas Furnace Cooling System Standard Air Conditioner Model: Indoor Model: Brand: Efficiency: 0 AFUE 0 SEER Sound: 0 0 Capacity: 0 Btuh 0 Btuh Sensible Capacity: n/a 0 Btuh Latent Capacity: n/a 0 Btuh C:\ ...\Hearthstone- Manlev.rh9 kA/Afine-Q,ia\/ .hdw 11 9099 R•7S2 ANA To be filed with the Office ' of the Registrar of Titles. NOTICE OF WAIVER OF NOISE MITIGATION THIS NOTICE OF WAIVER OF NOISE MITIGATION ("Notice") is provided by Sarah Ann Manley and Jacob Michael Manley, wife and husband (hereinafter "Landowners"). WHEREAS, Landowners are the fee owners of property located at 645 Remington Court and legally as Lot 2, Block 1, Manley Gun Club (the "Property"); and WHEREAS, the property is located near the West End Trap Club; and WHEREAS, as a condition for the home to be constructed on the Property, the Developer proposed certain noise mitigation standards for each property located with the development; and WHEREAS, the noise mitigation for the Property would include the installation of a fence above the exterior deck on the Property; and WHEREAS, the Landowners believe that the installation of a fence on top of the exterior deck on the Property would be both costly and aesthetically displeasing; and WHEREAS, the Landowners have declined potential alternatives, including a ground level patio, which would be buffered with the existing fence located along the north property line. NOW, THEREFORE, Landowners, for themselves, their heirs and assigns, knowingly waive any requirement for noise mitigation for the fence above the exterior deck on the Property and herby provide notice to all future owners of the property: 1. That the Property has opted out of obtaining any noise attenuation that would require the installation of a fence above the exterior deck on the Property; and 2. That this notice shall run with the Property and be binding all future property owners. Landowners: Jwo,�o,,Yno,4,t) 12 92 22 caSarah Ann Manle � moi ,/ 121121.2 Jacob MicK6el Manley STATE OF MINNESOTA) COUNTY OF DAKOTA) The foregoing instrument was acknowledged before me this 13th day of December, 2022, by Sarah Ann Manley and Jacob Michael Manley, Wife and husband. Notary Public CRYSTAL LEE DARN NOTARY PUBLIC MINNESOTA IFMy Comm ssion Ezpirts 013112026 I� 2D7 "7 MCamScanner \ \ I I \ I Manley Gun Club Development \ IEAGAN Jake Nelson — Building Inspector Subject: R -1S Bulk Standards Memo Address: Manley Gun Club Development From: Jake Nelson — Building Inspector Subject: R -1S Bulk Standards Date: December 27, 2022 The R -1S standards relating to the Manley Gun Club development were discussed with City Council during the listening session on 12/20/2022. It was determined that the remaining vacant lots, including 645 Remington Ct, could be "grandfathered" under the former R-1 S bulk standards (notably the 25% lot coverage, 6 -foot side yard setbacks, and removal of the 2,000 SF max coverage). However, upon completion of any home, the property will revert to the current R-1 S zoning bulk standards. This could potentially make the home legal non -conforming. If the home is deemed legal non -conforming, future home additions (excluding a deck) may require approval of a variance. The "grandfathering" of the lots shall apply until such time that a certificate of occupancy is issued. When possible, builders (and owners if information is available), should be made aware of the R-1 S zoning bulk standards. Involved parties should strive to meet the new standards as much as possible, notably the 20% lot coverage or 2,000 SF maximum and side -yard setbacks from the principle structure of 10 -feet. Memo To: 645 Remington Court Parcel File From: Jake Nelson, Building Inspector Date: December 27, 2022 The proposed plans for the single-family home at 645 Remington Court provide noise reduction methods consistent with the methods outlined in the September 16, 2020 report intended for 641 Remington Court, including: - Vinyl of LP siding and house wrap - 7/16" oriented strand board (OSB) wall sheathing - 2 x 6 wood studs spaced 16" on center and filled with R-21 batt insulation - '/2" thick gypsum board With the methods outlined above, the interior noise levels will be reduced below the required 45 d BA. EAGAN Memo To: 645 Remington Court Parcel File From: Jake Nelson, Building Inspector Date: December 27, 2022 The proposed plans for the single-family home at 645 Remington Court provide noise reduction methods consistent with the methods outlined in the September 16, 2020 report intended for 641 Remington Court, including: - Vinyl of LP siding and house wrap - 7/16" oriented strand board (OSB) wall sheathing - 2 x 6 wood studs spaced 16" on center and filled with R-21 batt insulation - '/2" thick gypsum board With the methods outlined above, the interior noise levels will be reduced below the required 45 d BA. 3830 PILOT KNOB ROAD I EAGAN, MN 55122-1810 (651) 675-5300 1 waterresu_cityofear an.com Dale: 11/29/22 I For Office Use � I I I I Slnrmwalpr Mnnar��rnr,nl Perm,l # _ X018 I- I Uuddmg Perms # I rs•rrzNDeposit l I I I sluff `-------------------------� STORMWATER MANAGEMENT PERMIT Site Address: 645 Remington Court Description ofPro;ect: New Construction Home Area of Land Being Disturbed: 14,200 sqft Start Date: 12/12/22 completion Date: 7/01/2022 0 Please submit a Land Disturbance and Stormwater Pollution Prevention Plan with this application. Jacob Manley 651-983-6844 Name: Phone: 3902 E 55th Street Property Owner Address, City, Zip: Jake Jake.hearthstone@gmail.com Contact: Email: Applicant is: ✓ Owner _ Contractor Same as Owner Name: License#: Contractor Address: City: State: _ Zip: Phone: Contact: Email: Erosion and Sediment Control Performance Security The City requires an escrow deposit to secure performance of erosion and sediment control (ESC) requirements, including proper installation and maintenance. The security shall pay for any City costs or expenses to bring the site into compliance with the stormwaler management permit, including any engineering, legal, or administrative expenses; inspections; and necessary work by City contractor(s). The City may extract from the security escrow. The escrow deposit will be released only upon inspection and written notice of conformance by the City. The following escrow deposits include two (2) required City inspections, initial and final. Existing Single -Family Residential Lot (addition, demolition, pool, retaining wall, etc.) $1,300Aot New Single -Family Construction 53,900/lot Multi -Family or Commercial Construction (new, addition, demolition) 56,500/acre' 'Maximum of 512,000 Erosion and Sediment Control Reinspection Fee (for as needed City reinspections after the two (2) included) 585/trip 3,900 Security Amount: The applicant assumes all responsibilities for installation rind inrurrtnnanr.o of polhilion prrrownhom pra wrr; on Ih ; sstr. Any violations of City Code Identified by 1110 City shall ho nddrnssorf willnn Ori -hours of ser'vir, r, of Ihn nr,hfirA#ion The applicant understands thal failurn to maintain pollution provnrihon pr mlices vnRnn thrr torne altr,ttr:d by thrr City notification, will result In enforcement action to correct slto dofrciencies Ilial nro in violation of ;ac 4 34 The issuance of this permit constitutes a right -of -entry of the City or its conlrar,lors to enfer upon Ihr: r_on;lruehon sde frit, the purpose of completing ordinance enforcement and/or completing corrective, work I hereby acknowledge that this information Is complete and accurate; that the work will be in uunformanrr: with lhe� ordinances and codes of the City of Eagan; that I understand this is not a permit, but only an application for a p•;rmtt, and work is not to start without a permit; that the work will be In accordanco with the approved plan in the case of wr ifl- wrh :h requires a review and approval of plans. The undersigned accepts full responsibility for compliance with the Stormwater Management Ordinance of the City of Eagan and agrees to comply with the Stormwater Pollution Prevention Plan or equivalent in full. XJacob Manley x C. Applicant's Printed Name Applicant's Slgnatur Performance Security Release The following information will determine to whom the escrow deposit will be returned. Security will be returned in the form of a check. Name: Jacob Manley Address / City / Zip: 645 Remington Court Phone: 651-983-6844 Amount: 31900 FOR OFFICE USE ONLY Email: Jake.hearthstone1QC-1 mail.com Permit Number: SUB TYPE XStormwater Management Permit DESCRIPTION �7' Addition Demolition /� New Retaining Wall REQUIRED INSPECTIONS X Initial Inspection XFinal Inspection SECURITY WORK TYPE Apartments Multi Family Single Family Pool Other: Erosion and Sediment Control Deposit (6501.2257) $3'900 Other: Total: $3,900 Commercial/Industrial Public Facility -�''--_�'�J- 12/06/2022 Reviewed By: - s��a ��--Water Resources Date: APPROVED FOR STORMWATER MANAGEMENT PERMA EAGANj bleyendecker I 12/06/20222:36:09 1 PM , lot 3'" • 19432 ll s -arse area - 2904 S- Parch crew - 2J1 SF S'dewal� O•e0 - 4: SI L`r<ve.ay ored - ca? S+ .of. Imper.,o:•s Area - 3795 SI ImpenG.xs ceve,030 - 19.5% rtcpe;ty Line - Silt Fence or Sediment Log Easement Lineor Project Wea Q Soil loosening and amendment area Final Stabilization Plan: Sod Soil Amendment and loosening standards must be adequately completed in area indicated and inspected by city staff prior to final stabilization. Contact city storm water technician bleyendecker@cityofeagan.com to schedule an inspection V.e hereby certify to Other that this survey pion or report was Lrrored by me or under my d'wect supervision, and that I am a duly Lce"sea Land Surveyor under the lows of the State of Minnesota. doled 10/19/22 Signed. i0 eer 7inecring. P.A. BY: etN O,.r,n son,ro.essron0 on rveyar Ynnesato License No. 42299 emoil-phowkinson Opioneerong,com Erosion and sedimont control impoction schedule: • Every 7 days of e■poaed w, area:. • Within 24 hours of a Y, inch lain event. • Everv10days of areastha: ale stablhicd but c0nstwcl,0n act Iv 4 Y Uonl e, Yes • Pr.ot to resum:re construction fOLowlnt an eatehded pause Staked sediment control yd of 3890 grade 2 !�t needed for area Sod Loosening & Amendment Detail 1 I , 1. •IP E x SING SZ t TO 12'%W,VUM DMtI M.U.YA�N 400TH- WAc,Wi •i;lt �..(, a1.*t 1:4 WSA:,tt•"�.Iftt I KALI, WLYiI ytNrl�Ifa�a 2:.JM'V» Ai,MIYN ti. ,r'1MW )• A••Lrl"MF. tst ,t ttSl(,W�L�.wit•• I MLn•P`IRArE.rY•"A.-UM NIJ 1 C a IEA avEiFTaIE a.0 wKE:EC Ea.xN,ENT ON AMEN[K.'•. Y,Ea.S • COMPOST TMST 9E FVOM SINCOT CERTIFIED �EWWA F. R LW=T 38WCFNiE 2 CJNwOST •• SLE Ut rAILL U NUI L: tNl :i^LatIrNi ✓LArili ANJ"Wr SWPPP FCR APPL: 4ftE RATES AND OUANTn1ES. +• EAGAN - sL a LDo;tNwc a �r "'T 600 Property Address 645 Remington Ct, Eagan MN 55122 ->720Th a~ N fC U A �N 1 LU '. EAGAN %K City Inspection Dept. Copy City Forester Copy Applicant/Builder Copy INDIVIDUAL RESIDENTIAL LOT TREE PRESERVATION PLAN SUMMARY CITY OF EAGAN FORESTRY DIVISION 651-675-5300 (BUILDER, PLEASE READ ATTACHMENTS) Development Manley Gun Club Lot Number 2 Block Number 1 Address 645 Remington Ct Builder Jacob Manley Phone Number Contact: Tree Protection Requirements: 651-983-6844 Jacob Manley X Tree Protection Fencing must be Installed on Site(Orange Poly Fence) Oak Tree Pruning (Immediately seal wounds during April 1 to July 31) Therapeutic Pruning Required Retaining Wall To Be Installed Other: Replacement Trees: Not Required: X As Follows: Per the approved mitigation plan this lot is to have one (1) Category B - Autumn Blaze Maple tree (2.5"B&B) installed in the front yard following construction. See attachments. Attachments: EAGAN FORESTRY DIVISION X Yes (Refer to attache cftt�►`r�Cl�a� No fl1 `Ic�VV��E50 BY N,�Ig Additional Notes: DATE- 949.) 950.1 I I 51.28 N89039t39"E x945.5 947.7 p4E.t 949.7 x p48.2 949.10 %9a.] o (945.4) -- --\y 09467 \ x 94].p e�949� %-5 \ 946E 950.2 \ X 850.2 % n I 953 X 949.] \ 949.9 x 951.4 \� -T \ i I x 951.7 \ 9494 % 952.3 x 9529\ \ O 2846.5/ % 850.4 Denotes Iron pipe enchmork 0 1949.3 Denotes -V.. x 953.4 \ 930.9 X19 1 x 930.8 953.0 X 953.3 / /\/ 953.6 19.7' 9 951.5�y� Sidewalk area = 42 SF ' x 950.9 %9310 Cp�S} ( 000.00) % x50939 -b Y.Lto3p,6 1.0o211 95A1� O' - - _ 7_9111 .3 A 54.3 95e.B5 3� �rr0 r 95E.7 9dl`.959.e 9Eor`.960.6) \\ % 950.6 ■wwwww■ Denotes proposed retaining wall % 951.9 \ 96\15 % 953 J 55.23 enchmark- I ,w 59dd9d 9852.65 0 Denotes Iron pipe enchmork t7 Denotes -V.. % 9522 951.5 ® Denote. tNevlelon box House area - 2904 SF 953.0 �(1 x 9517 �x 9 952.4 Sidewalk area = 42 SF R� 9514 iS ( 000.00) Denotes proposed elevation Total Impervious Ara. - 3798 SF - A O n \lxb .3 A 54.3 95e.B5 3� �rr0 r 95E.7 9dl`.959.e 9Eor`.960.6) \\ % 950.6 ■wwwww■ Denotes proposed retaining wall \ \ 0/ �F \ - va Q 00 x C5° as28i \\\ B x p55.4 p58� \ h yy 957 X 95EA xeQ 955 Vacant 95E.4x O 78j "'o Construction Notes: 1. Install rock construction entrance. 2. Install silt fence as needed for erosion control. 3. Sidewalks shall drain away from house a minimum of 1.OX 4. Contractor must verify driveway design. 5. Contractor must verify service elevation prior to construction. 6. Add or remove foundation ledge as required. 7. Retaining walls are conditional; Wall installed If the grade exceeds 3:1. Wall will not be installed if the grade Is 3:1 or less. General Notes: 1. Grading plan by Pioneer Engineering last dated 6-28-20 was used to determine proposed elevations shown herein. 2. This survey does not purport to show improvements or encroachments, except as shown, as surveyed by me or under my direct supervision. 3. Proposed building dimensions shown are for horizontal location of structures on the lot only. Contact builder prior to construction for approved construction plans. 4. No specific softs Investigation has been performed on this lot by the surveyor. The suitab8lty of soils to support the specific house proposed Is not the responsibility of the surveyor. 5. This certificate does not purport to show easements other than those shown on the recorded plot. 6. Bearings shown are based on an assumed datum. 959.69 Benchmark 859.6 }A 9 0 `aJ7 950.1 / 30' y %/938.1 /956E X 0 Denotes Iron pipe t7 Denotes -V.. Lot area - 19432 SF ® Denote. tNevlelon box House area - 2904 SF ■ Denotes elect I, box Porch area = 204 SIF x856) dj 95E.9 956E%� Denotes telephone box Sidewalk area = 42 SF X 000.D0 Denote. existing .ovation Driveway area >• 648 SF ( 000.00) Denotes proposed elevation Total Impervious Ara. - 3798 SF - Denali;. drainage flow dlreatlan Impervious Coverage - 19.5% A Denotes aplk. ■wwwww■ Denotes proposed retaining wall designed and built by other Construction Notes: 1. Install rock construction entrance. 2. Install silt fence as needed for erosion control. 3. Sidewalks shall drain away from house a minimum of 1.OX 4. Contractor must verify driveway design. 5. Contractor must verify service elevation prior to construction. 6. Add or remove foundation ledge as required. 7. Retaining walls are conditional; Wall installed If the grade exceeds 3:1. Wall will not be installed if the grade Is 3:1 or less. General Notes: 1. Grading plan by Pioneer Engineering last dated 6-28-20 was used to determine proposed elevations shown herein. 2. This survey does not purport to show improvements or encroachments, except as shown, as surveyed by me or under my direct supervision. 3. Proposed building dimensions shown are for horizontal location of structures on the lot only. Contact builder prior to construction for approved construction plans. 4. No specific softs Investigation has been performed on this lot by the surveyor. The suitab8lty of soils to support the specific house proposed Is not the responsibility of the surveyor. 5. This certificate does not purport to show easements other than those shown on the recorded plot. 6. Bearings shown are based on an assumed datum. 959.69 Benchmark 859.6 }A 9 0 `aJ7 950.1 / 30' y %/938.1 /956E X 9365 (�w Y � O esa7� 515 ^ 0 -t��''���' 959.2 7720tH 9366 i( CO 930.1 1 as > IJRT x856) dj 95E.9 956E%� 958.31 benchmark \ 0' 15' 30' Lowest opening elevation per grading plan :954.0 Lowest Floor elevation per grading plan :954.0 Scale: 1" = 30' House elevations (Proposed) / As-hu9t 9' Lowest Floor Elevation :(954.0) Mm. 10' Lowest Floor Elevation :(953-0) / Top Of Foundation Elev. :(962.7) / Garage Slab Elev. 0 Door :(961.7) / Benchmark: Top Nut Hydrant L1-2 81 Elevation =961.71 We hereby certify to Other that this survey, plan or report was prepared by me or under my direct supervision, and that I am a duly licensed Land Surveyor under the laws of the State of Minnesota, dated 10/19/22. Signed: I ser En !nearing, P.A. IJ 1621-22 Houu 4wle BY: a er j. Hawkinson, 11rotessional Landurveye, Minnesota License No. 42299 email-phowkinsonOpioneereng.com PIONEER Lz, Bleak ,, uengineerctzg,Pa MANLEY GUN CLUB Certificate of Survey for: M w, according to the recorded plat thereof Jake Manley 2422Eter nprise Drive Ph.:(65)681-1914 Dakota County, Minnesota 3902E55th S1 Mendota Heights, MN 55120 Fax: (65 1) 681-9488 www.pioneereng.com Address: 645 Remington Court, Eagan, Minnesota Minneapolis, MN 55417 House Model: N/A Elevation: N/A (651)987-6844 Project#:122131000 Folder #:8035 Dr.,,n by: uwF Buyer: Jake and Sarah Manley 0 Pioncer Fneince,rine OF -11 Few I Data Layer PARCEL DETAILS Address slop 645 REMINGTO N CT EAGAN MN USA Details Area 19398.89 ft2 Description RESIDENTIAL (GENERAL) (SINGLE) SIPS Code 27037 Land Type RESIDENTIAL Locality EAGAN Parcel APN 104726401020 Postal Code - State MN err TREE PRESERVATION PLAN REVIEW —INDIVIDUAL LOT EAGAN Date Building Permit Application Received 11/15/2022 Development Manley Gun Club Lot 2 Block 1 Site Address 645 Remington Ct Builder Jacob Manley Contact Same Telephone 651-983-6844 E-mail jake.hearthstone(a)_gmail.com Property/Lot Owner Name= Telephone - E-mail - Office Plan Review — Date 11/15/2022 Notes Per approved tree mitigation plan, One(1) tree is to be installed on site post -construction including: One (1) Autumn Blaze Maple. Tree Preservation Data Total Significant Woodland Area Total Significant Trees Woodland To Be Removed Trees To Be Removed Allowable Woodland Removal (20%) Allowable Tree Removal (20%) Required Mitigation YES (or) NO Original Plan sq. ft sq. ft sq. ft Calculated Mitigation Amounts Original Plan - Category A Category B Revised Plan - Category A Category B Site Inspection — Date 11/15/2022 G:\Forestry\TreePreservation\Tree Preservation Plan Review - Individual Lot.docx Revised Plan sq. ft sq. ft sq. ft Category C Category C otes Home site has been rough graded, home location not yet Original Tree Preservation Plan Approved— Date 3/25/2019 Forwarded to Inspections —Date 11/15/2022 By G.Hove By A.Schnaibie Discussion/Meetings with Builder/Owner - Notes Revised Tree Preservation Plan Approved — Date By Forwarded to Inspections — Date By Additional Field Inspections Date Notes Date Notes Date Notes Date Notes G:\Forestry\TreePreservation\Tree Preservation Plan Review - Individual Lot.docx Was the approved Tree Preservation Plan followed? YES (or) NO If no, was additional mitigation required? YES (or) NO (If yes, describe additional mitigation below) Final Site Inspection — Date Notes Additional Notes and/or aerial photo image (insert aerial image or draw map of site) G:\Forestry\TreePreservation\Tree Preservation Plan Review - Individual Lot.docx Manley Gun Club—Lot 2 Block 1—Required Mitigation Planting PLANTING SCHEDULE KEY COMMON NAME SCIENTIFIC NAME ROOT OVERSTORY TREES AUTUMN BLAZE MAPLE/AGER X FREEMANII 2.5" B&B EVERGREEN TREES BLACKHILLS SPRUCE/PICEA GLAUCA VAR DENSATA 12' B&B COLORADO SPRUCE/PICEA PUNGENS 12' B&B BLANCHARD ENGINEERING Structural Engineering Consulting 6936 Washburn Ave. S. RICHFIELD, MN 55423 (612) 861-6361 JOB ZZ -$0 %EM/NGTyNCI / 9T E'�Q��q,t) SHEET NO. OF /J CALCULATED BY �y� DATE 14Z —0 t v� CHECKED BY —.1 c DATE 15S06- : IAI rEA.l ort 13R -419-(,C4) WAIA- nKiVeL s Wit' BAIT f J'*tL t'D A/> Tw Fids m-wLits Ar /'3 `' Spi9C✓iA✓4 7" SP^c.�A/S /s P-6-®V//ze4 . Soc v n aA/: AL-/IZ s T )C;I-COIL G y/°Silm AlPt�c 1-1 F-,& 7'0 oNig—s'i0r wln:T - �elgS rew ehu S /°i4C�s-D Ar 7 " /s EQ vi VA*L 4r 4r®sVP" rK/v siP63 A/'r" SEt;d"p rw0A- M 00,0 r7 dJdvS71-6' 4 &W4 rH Or j9!lo4t�,CP W j. I N e 77� / s t4v.4 i �. a4&91 C-, P4,4 ,rrS GAJ 7-yz*1Ws 'EA- Zop+0 TAom 8,t-OL,/e-/A/4 ",8A..0Cw.it/4 EA180189 REVIEWED FOR CODE COMPLIANCE EAGAN Derek Q -11W 12.052023 1....2 PM BUILDING INSPECTIONS I hereby Ca tfy that tilts tin, %**=ftM or report was prepared by m* or wrier my dbw %4)eMelon and that I am a duly UM ed Professional Engineer under t lawn of go State of Minnesota. Print Name WII,t.tAM G BLANCHARD signature ,��1z�,G�4,( Date�2� Z3 Ucense # 18567