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813 Great Oaks Tr � A ,�� :�iQ��- i��`�. -� � �� / �/�� Q� �� ---Use BIUE ar BLACK_In�n Cj� ►'�� ,�Q � For Office Use i ��- �E / �/C�U - � � �3�� ! ��'�° C�t� of�a�a� ;.� �(� .�C , Permit#: 1 �� / � / ` / � Perrnit Fee:/(�/ `'7� ! � � 3830 Pilot Knob Road ' // r Eagan MN 55122 j Date Received:`7��..7 � Phone:(651j 675-5675 1 I Fax:(651)675-5694 � Staff: I� ��- � I �l 1 �(� � �� --------------�,,� l� ,� 2015 R�SIDENTIAL BUILDING PERMIT APPLICATItJN �j-��r . -�` �,'1 Date: �0 �.s Site Address:_ � �� T �� I ��! �- Unit#: Name: ��'`) �' �"�1°► �Afil IC�T�1 Phone: (g1�`� �� ` �/�� Ftesid�ntl Owner Address��ity i zip: App�icant is: Owner /� Contractor Type Qf WOI'k Description of work.___IV��/ �V S E �v ►L� Construction Cost�� Multi-Family Building:(Yes /No� Company:'� � fVy�ANI� U-C. Contact: ��i�-� �� Cantractor address: '�(CO �-lPr-�c.t-►� (�tii c�ry: M�"�..��'e� ��t6tb��1TS State:��Zip: sl2p Phone:6�1 ZLl$��014' Email:,�.2.�Y�� St�`Cuy-}tM.�hore�a�S. License#:' Lead Certificate#: If the project is exempt from tead certificatian, please explain why: (see Page 3 for additional inform ' n) f � � �S �"er r�i�� Ct?MPL�TE THIS AREA ONLY IF CONSTRUCTING A NE11V BU14DING In the last 12 months,has the Qity of Eagan issued a permit for a similar plan based on a master plan? _Yes �No If yes,date and address of master pian: Licensed Plumber: v S � N�GH Y�.t+s i c--� Phone: C1 S Z. �"�� ^ <<3� Mechanical Contractor: (�� C-�c.}�1Pt1-�L C y�L. Phone: ��Z�' �� 11��" � - ��c� D pi�— �d�I ��;�-r� _ ��3 g��- �� Sewer 8�Water Contractor: �Phone: ' NOTE;Ptans and suPporti�►g documents thirt you subml#a�s�onsideretl ta be�ubtic�itfi�+rrtat�vn. Rarttons arf ' the inf+cu►ma#!on may be�l�ss�ft'eat as non-,pe�bllc if you provfd�a�pecjtic rea�ns fhat�wld p�rmlt lYae Cl#y to crt�etude tha#the are trade secre#�. CALL BEFS?RE YOU DIG. Call Gopher State One Call at(657)454-0002 far protection against underground utiliiy damage. Cali 48 hours before you intend to dig to receive locates of urnierground utilities. www.gooherstateonecall.orq I hereby acknowledge that this information is complete and accurate;khat the work wiit be in conformance wifh the ordinances and codes of tfie 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 wili be in accordance with the approved plan in p�e case of work which requires a review and approval of plans. F�cterior woric authorized by a buiidi�g permit issued in accardance with the Minnesota State Building Code must be completed within 780 days of permit issuance. x c.J��+-� `�.J�"l 1:.� x Appiicant's Printed Name i Appl� n i nat Page 1 of 3 . �1� �2� ��` � ` > DO NQT WRITE BELOW THIS LINE � 3/ �� SUB TYPES ' Foundation _ Fireplace _ Porch(3�eason) _ Exterior A{teration(Single Family} � Single Family _ Garage � Porch(4-Season) _ F�cterior Alteration(Multi) � Multi _ Deck Porch(ScreeNGazebo/Pergola) _ Miscellaneous _ 01 of_Plex _ Lower Level Pool Accessory Building Wt)RK TYPES � New _ Interior Improvement _ Siding _ Demotish Building" _ Addition _ Move Building _ Reroof _ Demolish Interior _ Alteration ` Fire Repair � Windows _ Demolish Foundation _ Repiace _ Repair _ Egress Window � Water Damage _ Retaining Wall *Demolition of entire building-give PCA handout to applicant DESCRIPTION Q Valuation /� Occupancy �� MCES System Plan Review �[� ' Code Edition � SAC Uni#s � (25%_100%1` ) ____�_ Zoning City Water Census Code Stories Booster Pump #of Units Square Feet PRV #of Buildings Length r" � Fire Suppression Required Type of Construction _�� Width _� 1 � �� 5�� i � RE UIRED INSPECTIONS (��f'�i�1e�., �%�,��/.,.��/1��` 1 Footings(New Buildingy Meter Size: �i y�Ir� �.� Pootings(Deck) � � Finai/C.O. Required Footings(Additian) Fin�l/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 �Fina! Siding:�Stucc�Lath �Stone Lath „_Brick Insulation , Windows Sheathing �� Retaining Wall:_Footings^Backfili_Final � Sheetrock Radon Control Fire Walis Erosion Control � Braced Wails Other: � Reviewed By: ,Building Inspector R�SIDENTIAL FEES ��'�' s€ �f';,��.�i� � 7�/ �� }�t�,.:� � � / d �l r 5`� Base Fee ' �` � � ! � Surchar9e �"�� k�� °"��. �r�� / C � /'ICJ�� Plan Review � MCES SAC �G 1�� Q � � � �� I ` � ...- 1 J , �J l Y� '' City SAC l / Utility Connection Charge r � 1 , ��- '7� .--- ��-r q �' �'� i S&W Permit 8 Surcharge �� f � �P �/ c � Treatment Plant �� , � � � ;^� Copies �.11��. ,�` I �� '' '�- � V TOTAL �,,�_ ,!�/ �/�� /� -� �F�e��l�� e � � x � f �/ 1 ��` � �- � �� .. . � . x m._�_ , __r�W...___ m _....... .. .V._.__�__... _�,,.,,_a._. ��,� � � ` � �, �� c�t� ��<<�;.� ;�� , � ��rr � ,� _ ; .„�� ,.� wr�,.�r��a��a, ¢�,.� �►� �� '�� -ih 4 ,""r`^".3 €.,°.�...�...�. 7j �3��y�p'� � ��y..� 'Y "l��M4 € ;�,y��',�� i, •TIl� � r �•.y � � ..:�M �g . � � . ��a.3+,-,8v y i E"��. �-•r ��`�"'7.��. � . . . . . ,� . 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L ... . . �``�x,��' ��`�*Ta�.,c. . ��..� "� .:�,a $`.,M^�` g� .: -�` ... . ..:.�'� ,��'�ft�.�t� .�.,; �1 1��s{)��i ' - RigMt J�Mobile Report o�: SI19/2015 ' � ' Entire House �v� �� . ' • - • • Far: SD Renovatians MN � - • • • s � l.ocation: indoor: Heating Cooling '� South St Pau!Muni,MN, US Indoor temperaiure(°F� 70 72 E{evation: 820 ft Desi�n TD(°� 85 14 �a#itude: 45°N Relative humidity(°�) 3fl 50 Outdooi': Heating CoOlirtg Moisture difference(gr/lb) 31.7 42.2 Drybulb(°F) -�� sb tnfittration: Dai{yrange(°� - 18 ( M ) Method Simplified Vlktbuib{°F) - 73 Go�struction qua{ity Tight Wind speed(mph) 15.0 7.5 Fireplaces 0 s Component Btuh/ft� Btuh °!o of load Walis 4.5 22023 35.7 �ter#�ation Glazing 26.4 14053 22.8 Doors 17.9 375 0.6 rf� Ceiiings 1.9 3319 5.4 Ftoors 4.4 78Q4 12.6 infiltration 1.7 7615 12.3 � � Ducts 0 0 k�� fi ..t;;,� Piping 0 0 � ° � Humidification 4 D �Ventiiation 6561 1Q.6 �� Adjustments 0 Total 61759 100.0 • • . Com onent �uhlt� Btuh �Oo of toad Walis d.5 2528 11.3 ��py Giazing 22.8 12182 54.7 �� Doors 5.5 116 0.5 Ceilings 0.9 1558 7.0 � trf�ar� Floors 0.7 1285 5.8 ;', '��° � tnfilt�ation 0.1 675 3.Q f �� Ducts U 0 =<�� „ Ventilation 1081 4.8 � �` � � lntemai gains 2860 12.8 � r��. q}�- Biower 0 0 Q� Adjustments 0 Total 22285 100A �atent Gooling Load=6688 8tuh Overaii U-value=0.065 BtuFVftz-°F Data en#ries checked. Boid/1ta�Ic values have been manuaily ovsrridden �, ��,. 2415-May-�906:13:11 �� RigM-Sufte�Universa12015�5.0.17 Right J�Mobile Page 1 ...lwshnp155b43f9a-8c0a�d341-b238-2d76e751b76f.rup Calc=MJ8 Front Dow faces: W � - � Pro`ect Summa J�b� � * � � � 08te: 5/19/2015 � Entire House By� � �� , - ---- ' � - � s For: SD Renovations MN Notes: � - � � • Weather: South St Paul Muni,MN, US Winter Design Conditions Summer Design Cond�tions Qutside db -15 °F Outside db 8b °F inside db 7U °F Inside db 72 °F Design TD 85 °F Design TD 14 °F Daily range M Refative humidity 50 �o Moisture difference 42 grtib Heating Summary Sensible Cooling Equipment i.oac!Sizing Structure 55190 Btuh Structure 27205 Bhth Ducts 0 Btuh Ducts 0 Btuh Central vent{181 cfm} 6561 Stuh ''� Centrat vent(i8'I cfm)��r ��+�jE- 1081 Btuh Humidification 0 Btuh Blower �t i��8 0 Btuh Piping 0 Btuh Equipmen#load 61751 Btuh Use manufacturer's data y Ftate/swing mul#iplier 1.00 Inf�itration Equipment ser�sible load 22285 Btuh Method Simplified Lat�ent Cooling Equipment Load Sizing Canstruc#ion quali#y G%�h'�'�u��+5 Tight Fireplaces +'��t i�l 0 Structure 1658 Btuh Ducts 0 Btuh Heattng Cooling ,�Central ver�t(181 cfmj�ir Q��hu►��-5Q30 Btuh Area(ft� 5025 5025 Equipment laterit load � �D�f,� 6688 8tuh Volume(fl� 38725 387Z5 Air changeslhour 0.13 0.07 Equipment totat load 28973 Btuh Equiv.AVF{cfm) 84 45 Req.total capacity at 0.70 SHR 2.7 ton Heating qu�p n Cooling Equipment Summary Make Na Make Trade n!a Trade Modei Na Cand AHRI ref Na Coil ANR1 ref Efficiency rUa Efficiency 0 SEER Heating input 0 8tuh Sensible cooling 0 Btuh Heating ou#put 0 Btuh Latent cooling 0 Stuh Temperature rise 0 °F Total cooling 0 Btuh Actual air flow 1168 cfm Actuat air flow 1168 cftn Air flow factor 0.021 cfm/Btuh Air fiow factor 0.055 Cfm/Btuh Sfatic pressure 0 in H20 Siatic pressure Q in H2Q Space thermostat Load sensible heat ratio 0.77 Bold/italic values have been manually overrtdden Caiculations approved by ACCA to meet all requirements of Manual J Sth Ed. 2D1 SMay-19 05:13:11 �� "�` V4/#'��1"��' Right-Suite�Urriversai 2a15 15.0.17 RigM J�Mobile Page 1 ...lwstmp155b43f9a-8c0a-4341-b238-2d76e761b76f.rup Cak=NU$ Frorrt boor faces: W -, . ,�i;..$�a �� r,, Job: � , � Right-J� WorksheE3t (� °� ,�° � � o�es: 5/19/2015 . • �� Entire Hou�e , t� � � �� gY: � ,� � � �� . � �. 1 Room name � Enfire House First Fioor 2 Exposed wail 600.0 fl 2ti0.0 ft 3 Room height 9.0 ft d 9_0 ft MeaUcpo! 4 Room ditnensions 1.0 x 1&25.0 8 5 Room area 5025.0 ft' 1625.0 ft' T Cons6udion U-value �r HTM Area ft' Load Rrea (ft') Load y number (Btuhlfi°-'F) I {Btuh/tts) I or perimeter (ft) I (Btul1) I a perimeler tft? � (Btuh) I Heat Cool Gross WP/S Heat Coai Gross WP7S Heat Coo1 6 y{ 12f-Ssw �. n 4.2� fl:60 99Q 89? 9T9Q 531 0 0 0 4 . �---L' 4A3-2ow 0.3 n Zfi_35 tD.18 � 8 2591 t002 9 �3 � � . � 15614-4wb-4 Q.071 n 5.15 fl_38 495 44$ 2288 168 495 446 2298 16,6 4A3-2ow 0.3?0 n 26.35 40.19 d9 0 1296 SQt 49 0 1296 501 11 12F-5sw 6.Q5Q e 4:25 0:6Q 8'10 732 3918 435' 0 t1 0 0 � 4R3-2ow Q.940 e 26.35 33:26 78 0 2Q64 �8t15 II Q b 0 1y 15811-4wb-4 0.071 e 6.16 0_38 405 366 1887 139 405 38G 1887 138 L-G 4A3-Zow 0.310 e 26.35 33.26 39 0 1032 1303 39 0 1032 1303 � 12F-5sw 0.#Y.+O s 4.2�a 4_6U 99(t 89't 379Q 63t '0 t1 Q 4A3�2ow a.3t9 s 26.35 18.74 9� 0 259A t843 E? Q d fl V}i 16S11�wb-4 OA71 s 5.15 0.3$ 495 445 2293 168 495 445 2293 168 i--C 4A3-2ow Q.310 s 26.35 18Jd 50 0 1398 937 50 0 7318 937 V�! T2F-5aw Q.05fl w 4.25 4.60 890 730: 3't03 43+E 0 Q {I 0 L-•-G 4A&2aw Q.31b w 2&.35 33.26 84 4 2i08 2HBS Q 0 0 d 15811-4wb-4 0.071 w 5.10 0.36 4U5 344 1755 122 A05 344 1755 122 4A3-2ow q.310 w 26.35 3326 40 0 1054 1330 44 0 7054 t330 7100 0.270 w 17.85 5.54 21 21 975 116 21 21 375 ii6 G 76CR-44ad 0.022 - 9.&7 0:88 4775 1775 3319' 15�58 0 Q 0 4 F 19A-llbstp 0.073 - 4.49 0.72 1625 1625 71+15 1177 t625 1625 7745 1177 F 19R-libsfp O:DZS - 4.4Q fl.72 150 15t} 86R i� U 0 0 4 8 c)AED excursion 0 0 Emetope loss/gain 47575 17669 2Q451 5961 12 a} Infiltration 7615 d75 1656 147 b) Room ventilaSon 0 0 0 0 13 irrtema�gairu: Occupants� E30 2 480 2 480 Applianceslottrer 24UQ 2400 Subtotal(lines 6 to 13) 55190 2120.5 221� 8�8 Less extemai ioad 0 0 0 0 Less transfer p 4 0 0 Redisftibution 0 D 0 0 14 Subtotal 55T90 21205 22106 8968 15 Duct loads 0% 0% 0 0 -0°�6 0% 0 0 ( � Aotal�uo�mdl Sc�fm� 1 ! � 51168� 21168� I � 2Z468� $4948� � �..J, Caiculatio�s�,p,proved bv ACCA to meet�,f reauireme,�ts of Manua�,,l$th Ed. � ��.��. 2015-M8y-19 05:13:11 � = RigM�Suita�Universa1201515.0.17 Right J�Mobile p�� ...lwstmp155b43P9a-8c0a-4341-b238»2d76e751b76f.rup Cale=MJ8 Front Door faces: W � � . � Right-� Warkshe.�et �'°b: . - Enfire House Date: S/1812015 �wrrtaar�acswwww BY� AL i Room name Second Floor Third fiow 2 Exposed wall 200.0 ft 200.0 ft 3 12oom height 9.Q ft heaUcooi 9.0 ft heaU�oi 4 Room dimensions 1.0 x 1625.0 R 1.0 x 1775.0 ft 5 Room area 1825.0 ft= 1775.Q ft� Ty ConsWraion U-value Or ( HTMz I Area (ft') I Load � Area (ft'} I toad I number (Btuhfft-°F} (Btuhlft) or pecimeter (ft} (Btuh) or perirr�eter {ft) (&�) Heat Cooi Gross N/P/S Heat Cool Gross NiP1S Heat CoW 6 t�t 12F-5sw O�F!}� n 4.25 U.6d 495 448 i895� 2� 495 446 1895 E�'i . �--G 4A3-2auv 0,31Q n 1�.35 �0.43 49 0 1296 5flt 49 t! 1� 5tl1 V�l 15811-4vW-4 0.077 n 5.iS 0.38 0 0 0 0 0 4 0 0 . L-�G 4A3-2ow 0.310 ❑ 26.35 10.19 0 0 0 0 0 0 0 0 1 i Vy 12F-5sw 4.050 e 4.25 U:80 4Q5 386 1565 2'f8 4�S 3b'B 1�55 2t8 �--G 4A3-2ow 0.310 e 26.35 33.2&' 39 0 f432 4303 38 0 1032 t9U3 V� 15814-4wb-4 O.D7t e 5.16 0.38 0 0 0 0 0 0 0 0 Z--G 4A3-2ow 0'.310 e 26.35 33.26 0 0 0 0 0 0 0 0 tqf 12F-Ssw QwObO 8 4.28 U.fd3 995 A45 1891; 265 495 447 18� 26B � G 4A3-2aw tk390. s 26:35 18.74 50 0 139& 8:i7 4$ {! 1274 946 � 15611-Awb-4 0.071 5 5.15 0.38 0 0 0 0 0 0 0 0 4A3-2ow Q.310 s 28.35 1$.74 0 p 0 0 0 0 0 0 VJ! 72F•5sw Q,C+50 Yr 4.25 fl.60 4Q5 385 1551 2i7 405 � 1551 717 r-C 4A3-2ow Q.310 w 28.35 33.28 40 4 1054 i33Q +40 Q 1d5�i i33D 1581i-4wb-4 0.071 w 5.10 0.36 0 � 0 Q 0 0 0 0 4A3-2rnrr 0.310 w 26.35 33.26 0 0 0 0 0 0 0 � 1100 0.210 w 17.85 6.54 Q 0 U 0 0 Q U 0 I C 16GR-94ad 4.Q22- - 1.87 0:88 0 Q 0 f1 1775 1775 3318 155$ F 19A-1lbstp 0.073 - 4.40 0.72 0 4 Q 0 0 0 0 0 F i9A iibstp 0.473 - 4.4Q Q:72 Q 0 0 0 i5Q 15U 8$0 109 B c)AED excursion 0 0 Ernrelope losslgain �1591 5036 75533 6672 12 a) fnfiltration 2980 284 ZSSO 264 b) Room veMilaUon 0 0 0 0 13 Intemai gains: Occupants� 230 0 0 0 0 Appliances/other 0 0 , Subtotal Qines 6 to 13) i4571 5300 18513 8937 Less e�ctemai Ioad p 0 0 0 Less transfer 0 0 t� 0 Redistribution 0 Q 0 0 14 Subtotal 14571 5300 18513 6937 15 DuCt foadS -0°r6 0% 0 D -D% 0% 0 0 i � 'v�e9��(�) � � � 1�308) 529I I � �$392� s382� Caicut,ations ana,�oved bv ACCA to meet aii reauirements of Manual J 8th Ed. ��.�:. y�y,fi��;��. . 2015-May-19 05:13:11 Rrc,�M-Suite�Unlversa�2015 15.0.17 RigM J�Mobile Paye2 ...lwstmp155b43f8a-8COa-4341-b238-2d78e757 b76f.rup CaIG=MJ8 Front Door faces: W . �, �:, - Com�1 onent Construc#ions Job: . � # N Date: 5/49/2015 Entire House er: �� AL � • ' � � For: SD Renovations M1V � - a • • • �ocation: indoor: Heating Cooling South St Paut Muni,MN,US indoar temper�fure(°F) 70 72 Elevation: 820 ft Qesign TD{°� 85 14 Latitude: 45°N Relative humidity{°�) 30 50 autdoOr: Heatftlg Gooling Moisture dii#erence(grnb) 31J 42.2 Drybulb(°F) -15 86 irrfiltta#ion: Dailyrange(°F� - 18 ( M ) Method Simplified 111�t bulb(°F� - 73 Construction qual+ty Tight Wnd speed(mpf�) 15.0 7.5 Fireplaces 0 �� Construction descriptions o� area u-�amg i ui R �H� �.o�s C�g HTM c�in ft�IR'-°F -°FBM �hlft° Bt�d� BhhAt' Btuh WaHs 12F-5sw:Frm wail,ml ext,r-21 cav ins,1!2"gypsum board int insh, n 892 0.050 6.0 4.25 3790 0.60 531 ' r-5 exf bd ins,2"x4"wood frm,18"o.c,st� e 732 0.050 .0 �„~�^� 4.25 3110 Q.60 435 s 892 0.050 26. 4.25 3790 0.6(} 531 ' w 730 0.050 26. 4.25 3143 0.60 434 � ati 3245 0.450 26.4 4.25 13791 0.60 1931 15B11-4wb-4:Bg walf,heavy dry or tight damp sai,2"x4"wood int n 446 0.050 .6 5.95 2298 0.38 168 frm,brick wati,�+�*i v ins,8"t�k e 366 0.050 1 0 Q,.��5.tfi 1887 0.38 939 �j" �'�\ �� s 445 0.050 15 � 5.15 2293 0.38 168 �� w 344 0.050 15. �� 5.10 1755 0.36 122 al! 1649 O.U50 15.0 5.14 8232 0.37 597 '�J�� Partitions �� _ `'�,�'`' 1�1,�-V 1u,�. (nane) � - ��b _ .u� winaows 4A3-2ow:2 glazing,cir low-e outr,air ga5,wd frm mat,Gr innr,1/4" n 98 0.310 0 26.3 2591 102 1UO2 gap,118"thk;NFRC rated{SHGC=0.31);6.67 ft head ht n 49 0.31Q 0 26.3 12� 10.2 501 e 78 4.310 0 26.3 2064 33_3 2605 s 39 0.31 Q Q 26.3 1032 33.3 1303 s �8 U.310 U 26.3 2591 18.7 1843 s 50 Q.31 p 0 26.4 1318 18.7 937 w 80 Q.310 0 26.4 210$ 33.3 2661 w 40 0.310 0 F6,4 105d 33.3 1330 all 533 0.310 0 26_3 14053 22.8 12182 Doors 11 OQ:Door,mtl eps core type,mU strm w 21 0210 8.7 17.9 375 5.54 116 Ceilings i'�:�� '�2�`7'� 18CR-44ad:Atfic ceiling,asphalt shingles roof mat,r-44 ceii ins,'!!2" 1�75 0.022 44A� 4.87 3319 0.88 1558 gypsum board int fish \ �`� '� � � Q�� Bold{ttaflc values have�en manually overrtdden � �� - 2015-M8y-19 45:13:12 �� `��h�r�� RigM-Suite�Universal 2015 15.0.17 Right J�Mobile pa�� ...iwstmp155b43fi9a-ScAa-d341-6238-2d78e751 b76f.rup Calc=MJ8 Frant Door Taces: W . � ��, •f Floors� 19A-1lbstp:Fir floor,wd flr,i"thkns,tile!flr fn ,r-11 ins,tight 1625 0.073 11.0 4.40 7145 0.72 1177 bsmt ovr 15� 0.073 11.fl 4.40 66Q 0.72 109 atl 1775 0.073 11.Q 4.40 78D4 �.72 1285 6 � f f, � e� ✓ � , �.,�� f � ��i jf� ��,�� : � � �� `� � '� �. � �� Bold/ifaJic values have been manuafly overrtdden 2015-May-19 05:13:f2 ��`�� Right-Suite�Universal 2015 15.0.17 RigM J�Mobiie page 2 �� ...lwstmp155b43i9a-SrAa-4341-b238-2d76e751b�8f.rup Caic=MJ8 Front Door taces: W �- AED Assessment Job� . � } Date: 5/7912015 � Entire House �� AL I ' f ' • • For: SD Renovations MN � - • • � � Location: Indoor: Heating Cooling South St Paui Muni,MN, US hidoor tempera#ure(°h7 70 72 Elevation: 820 ft Design TD(°� 85 14 Latitude: 45°N Relative humidity(%) 30 50 Otrtdoot: Heating COOting Moisture difference(grflb) 31.7 42.2 Drybuib(°F) -15 86 illftit�'dtiOtt: Dailyrange(°F) - 18 (M ) V1�t bulb(°F� - 73 Wind speed(mph} 15.d 7.5 • ` � - � � � � Hourl �lazin Load Y � 18,00 16,00 14,00 �Z,00 10,Od 8,00 6,00 4,00 2,00 �8 9 10 1'! 12 13 14 15 96 1? 18 19 20 Hour of Day ,� t-kx.�iy ,e �e � ,�Grrit Maximum houMy gla�ing load exc�eds average by 21.1°/4. House has adequate exposure diversiiy(AED), based on AED limit af 30°Io, AED excursion: 0 Btuh SoldRtalic values have been manualfy overridden E015-May-19 05:93:12 � �� p Right-Suite�UMversal 2UT5 15.0.17 Right J�Mobiie p�� ...\wstmp�55b43f9a-8c0a-4341-b23&2d76e751b78f.rup Calc=MJ8 Fror�t Door fac�s: W N ,��'� j-c� ��i Sy�:��,�►� Rrrr.o� a�i�r Ers��,� rhxd F�_, � �� "L, ��n� Job#: Scale: 1 : 193 P@�'fOrfYt@d fOf: pa�� SD Renovations RightSuite�Universal 2015 A!. 15.0.17 Right,l�t Mobile MN 2d15-May-19 05:13:12 ...-8c0a-4341-b238-2d76e751 b76f.rup 1346.6012 IFGC APFENDIX E,WORKSHEET E-1. IF G C A ppendix f,Worksheet E-1 � Residential Combustion Air Calcuiation Method for Fumace,Boilar,and/or Water Heater in the 5ame S ace Step 1: Complete vented combution appliace information: Furnace/Boiler: � - Draft Haod �Fan Assisted _Direct Vent lnput:C�� Btu/hr . (Not fan Assisted) &Power Vent r Water Heater: / ' ��„ Draft Hood � Fan Assisted Direct Vent Input: �7�'• Btulhr ' , �� `1 Not fan Assisted �&Power Vent� � � Step� Calculate the volume of the Combustion Appliance Space(CAS)containing combus6on appliances. The CAS includes all s aces connec#ed to one another b code com liant o nin s. CAS volume: `L ft3 Step 3 Determine air Changes per Hour(ACH}� ` Default ACH values have been inco�porated into Tabie E-1 for use with Method 4b(KAIR Method).If the ysar of const�uction or ACH is not known,use method 4a Standard Method . Step 4 Oetermine Required Volume for Combustian Air. 4a. Standard Method Tatai Btulhr input of all combustion appliances(DO NOT COUNT QiRECT VENT APPLIANCES)Inpu#: 1��=� Btulhr Use Standard Method column in Table E-1 to find Total Required Volume(TRV) TRV:�U� �t3 If CAS Volume(from Step 2)is graater�rTRV then no outdoor openings are needed. lf CAS Valume(from Step 2)is less�art TRV then go to S7E P a �. Known Air Infiltratian Rate(KAIR)Method Total Btu/hr input of all fan-assisted and power vent appliances . ' {DO NOT COUNT DlREC7 VENT APPLlANCES) lnput:�'��t�u Btu(hr � - �� Use Fan-Assisted Appliances column in Table E-1 to find � � !, Required Volume Fan Assisted(RVFA) RVFA:g�� ft3 ��, '� Tofa(Stulhr input of al!non-fan-assisted appliances Input: 1'��Y Btulhr Use Non-Fan-Assisted Appliances column in Table E-1 to find Required Volume Non-Fan-Assisted(RVNFA) �+7 fi"O RVNFA��"ft� Total Required Volume(TRV}=RVFA+RVNFA TRV=�+t3fi��_,��{R3 )f CAS Volume(from Step 2)is greai�r tf�anTRV then no outdoor openings are needed. If CAS Volume from Ste 2 is less thanTRV then o to STEP 5. Step 5� �alculate the ratio of available interior volume to the totai required volume. Ratio=CAS Volume ftom Ste 2 dividad b TRV from Ste 4a or Ste 4b Ratio= / _ .�O y Stiep fx Calculate Reduction Factor{RF}. RF=1 �rrrtt�s Rat'ro RF=1 - - . h$ Step 7: Calcuiate single outdoor opening as'rf aN combustion air is from outside. Total Btuthr input of all Combustion Appliances in the same CAS(EXCEPT OIRECT VENT) Input: �';;� 8#ulhr Combustion Air 4pening Area{CAOA): � Totai Btu/hr divided b 3000 Btulhr er inz CA�A=i�t��-/3000 Btulhr er inz= a�� in2 St�� Calculate Minimum CAOA. Minimum CAOA=CAOA multi ied b RF Minimum CAOA= x - in2 = ��" Step 9! Galculate Combustion Air Opening Diameter(CAOD) CAOD=1.13 rr�ul� lied b �es uai�rootofMinimum CAOA CAOD=1.13 x Minimum CAOA= in . �3! �If desired,A,CM can be determined using ASHRAE calcplatian or blower door test.Follow procedures in Section 304. �� `� . � 58 �* t Table 5Q1.31 Procedure to Determine I�+�keup Air{�antity for Exhaust Equipment in Dweliings Use the A propnate Column to Estimate House Infiltration One or multipie power vent One or multipie fan- One atmospherically Multiple atmospherica(ly at direct vent appliances or assisted appliances and vented gas ar oil vented gas or oil no combustion appliances^ power vent or direct vent appliance or one solid appliances or solid fuel a liancese fuel a liance� a liances° 1 a ressu�e factor cfm/s 0 O.d9 0.46 0.03 b) contlitioned floor area -�'� • (sf�(indudin9 ,��j f� �-5 � � � � � unfinished basements �'� Estimated House Infiitration(cfm): ��'� :�7 !�"� 1a x 1b 2. Exhaust Capacity a} continuous exhaust- only ventilation systems �� (cfm): (nat applicable �j b t� �' to balanced ventilation s stems such as NR b c4othes d er 135 135 135 135 c) 80%of largest exhaust � rating{cfm):(not appiicable if recirculating system or �,C c�"' if powered makeup air is eiectrica{!y interlocked and matched to exhaust d) 80°k of ne�fargest � exhaust rafing(cfm): (not applicable if �� recirculating system or if powered makeup air is electacalfy interlocked and matched to exhaust not a licable Totai Exhaust Capacity cfm: 2a+2b+2c+2d �� 3. Makeup Air Requirement a) TotalExhaustCapaciiy ��1� ftom above I b) Es#imated House ..�� ..��.. �I Inflltration from above Makeup Air Quantity � (cfm):[3a—3b] (if value is negative,no i""�1'�5 makeu air is needed 4. For Makeup Air Opening Sizing,refer to � �� Table 501.3.2 A tlse this column if there are other than fan-assisted or atmaspherically vented gas or oil appliances or if there are no combustion appliances. 6 Use this column if there is one fan-assisted appliance per venting system.Other than atmospherically vented appliances may also be included. � Use this column if there is one atmospherically vented(other than fan-assisted)gas or oil appliance per venting system or one solid fuel appliance. � Use this column if there are multiple ahnospherically vented gas or oil appliances using a common vent or if there are atmospherically vented gas or oil appliances and solid fuel appliances. 13 � ��n oept �opy� Clty of�a�a� App�licantlBuilder Copy �, , , � � � � a� � �; , � � �� ` � �' � �",� � �� '�. �. . � � ��.,, `�,� � � � � �r� � �} ��: � �& �� ~ � � �� _ �: ,� ^�� t � � � �� , �r��,�� ''r"�. � ,��-� � r,�" � �*�, �� .� � ��„, � � ��,, �� ,_ .� �# %,��i��r '� �t , . x°�+�' (BUILDER, PLEASE READ ATTACHMENTS) Development Great Oaks 2"d Addition Lot Number 4 Block Number 1 Address 813 Great Oaks Trail Builder SD Custome Homes Phone Number: Sean Dovle Contact: 651-248-8494 Tree Protection Repuirements: X Tree Protection Fencing Installed on Site(Erosion tubes) X Oak Tree Pruning (Immediately seal wounds during April 1 to Sept. 15) Therapeutic Pruning Required Retaining Wall To Be Installed Other: Replacement Trees: X Not Required �(.1,d��""""��....,`` As Follows: n ••"l j"`p�FSTRY �,,.�EV��,w�D p y�S�� Attachments: � X Yes (Refer to atta hed d or details) No D,qTE Additional Notes: 1) Refer to the att hed Tree manage al rom Rainbow Treecare,2) Because of the limited spac o�'�RIS"sil�the large critical ro many large trees,the entire developmen site, all five lots, ar rotection � fencing installed prior to any grading/c s �_ � H:\ghove�2015fi1e\treepres\Tree Preservatlon Plan Great Oaks 2'�Add.Lot 4 Block 1 PI�NEERengineer�ng CIVIL ENGINEERS LAND PLANNERS LAND SURVEYORS LANDSCAPE ARCHITECTS 2422 Enterprise Drivq Me�dota Heights,MN 55120,Phone:(651)68(1914 Fax:(65l)681 9488-Pioneemng.com Tree Certificate for: SD Renovations LOT 4,BLOCK 1, GREAT OAKS SECOND ADDTI'ION EAGAN,MINNESOTA (DAKOTA COUNTY) 5 :�/ ��\ �,., 2 , ,��, � � � �� A % � � � o ,' ," \�� . -,9°pPSPa ��i �j«��i �uz'\\ � �� co o ��'Fe � / i sza \ \ � 9e �j ; , ,',% 4 ` ` �� \'`, ia"4 !: ,m�/ /ii� za \ \� \ �� w \ �� .-,-,�/,�; ,� � 'od �,Q� � �/�� f��t� � � \\ \�� _--__ -��%/ / � w,@ �Oyl � \ � \ ----------- —�_ � /��a x�zs �zsw � � � �-- ��— i� � � iy '� � \� \�� -�� _ / • _—_ i / � i e � ----- ' � �\ � _�_--— < / � /t � --- �i � �✓ ' -- � _--------_ � n `"� i -f ___--- �\ /� � i o`ddpy \\,,, 8 � / %-- � � \ � / ^� � ' 8a'"m � � / � & �i a r q � � � t� z]]5 i\ /1//// // j �� ; / G,�` y ry , ; i i ; � ) 'C � �. � , i , ��/ / � x�:a wk[ � / / i �. ' �� % ,��, ;,� 3 , , ti ,.• �`z"�"�,� �,;�, � ,�% , �`� � i� i ; ��, �� ' � i/ i , F9 � � �� °,,,�, ,�� , ,, o�� , i ; `� ��, � � , ; i� i ; ��s ,. � � i i ; `�� `� � � i i ; � \ /\�\ \\�� '\ �o \�� /+ . /1R C/50.ifENtE(tYV) . /// \ �/\ �\ � �/ � ` �� _-___--__�_�� / / � \ � �J � �� / \\ �� \ /,�� \ � � i \ \ �____�_i \\\.\'\\ � \ � \ ti" �\ \ TOTAL SIGNIFICANT TREES: 8 TOTAL SAVED: 3 TREES TOTAL REMOVEO: 5 TREES TREE COUNTS EXCIUDE OFF-SITE, NON-SIGNIFICANT, AND DEAD OR HAZARDOUS TREES. TreeTag Spectes Signifiwnt N�5 SWtusTree Current Inches Preservation 42414 Status 2323 BurOak 32 5 ecimen Save Save 2324 BurOak 32 Specimen Save Save 2325 Ameriwn Elm 40 Remove Remove 2326 BurOak 34 5 ecimen Save Save � =TREE TO BE SAVED 2327 BlueSpruce 10 Remove Remove 2325 Blue 5 ruce 18 Remove Remove � 2329 Blue S ruce 13 Remove Remove =TREE TO BE REMOVED 2330 BlueSpruce 15 Remove Remove I hereby certify that this plan was prepared by me or under my direct . supervision and that I am a duly licensed Landscape Architect under the laws of the State of Minnesota. SIGNED: PIONEER ENGINEERING,P.A. Scale: 1" = 30' •��}�C`7�� V � �� s-e-ts �-Yennifv L. ompson,RLA,AICP � O�, r� G PI�NEERengineering CIVII,ENGINEERS LAND PLANNERS LAND SURVEYORS LANDSCAPE ARCHITECTS 2422 Entelprise Drive,M«do�a Heights,MN 55120,Phone:(651)68l 1914 Fex:(651)6819486-Pioneereng.com Tree Certificate for: SD Renovations LOT 4,BLOCK 1, GREAT OAKS SECOND ADDITION EAGAN,MINNESOTA (DAKOTA COUNTY) TREE PROTECTION DETAIL NOT TO SCALE � TREES TO BE SAVED SHALL o� INSTALL TREE OR SILT BE FENCED OFF WIiH �ENCE PRIOR TO OR aT BRICHT ORANGE SAME 11ME RS LRND POLYETIIYLENE SnfETY CLEnRMG. NETtINC OR HEr1VY WTY ' SILT FENCE AND SiEEL - - PROIECTION fENCE SHOU�D STAKES AT THE ORIP LINE. REMAIN IN PLACE UNTIL OR AS DIRECTED BY iHE o ALL CONSipUCTION IS OWNER'S CONSULtANT. �� COMPLETE. PRDiECT10N fENCE WiLI IF PROTECPON FENCE IS . HELP INSURE nGAINST Or1MAGED OR REMOVED. DRMAGE BY VEHICLES. � NEW FENpNG MUST BE CONPACiION 0�SOIlS P�ACED BACK IN ORICINAL AND/OR THE CHEMICAL POSITION UNTIL ALTERRTICN OF SOILS DUE CONSTRUCTION IS TO CONCRETE WNSNWT, CONPIETE. PAINTS RND LERKRGE OR ' I SPILLACE OF RNY TO%IC � —I— MRIERIALS. 7I ' -II�� — 6'-0" e Sosil II If-1_�. MAX. .�I� DRIPUNE(VARIES) TftEE OR SILT FENCE IOCAtiON (LIMITS Of PROTECTE�ROOi ZONE RROIUS=1-1.5 f00T PER INCH OF TttUNK DIRMETER TREE PROTECTION ROOT ZONE DETAIL NOT TO SCALE 90-952 OG A TftEE'S ROOT SYSTEM IS LOCRTED WITHIN THE TOP 3'OF SOIL. 50%Of A TREE'S ROOT SYSTEM IS LOCRTED W1iHIN n�c.aP i'oF sa�. � � MOST FINE ROOTS ARE VATHIN iHE TOP 18"OF THE SOIL SURFACE,PN�IT �PROTECTEO ROpT ZON �5 THESE ROOTS THAT fUNCTION PRIMRRIIV IN THE AREA OF ROOTS EOUAL TO 'MATER AND NUTRIENT UPiAKE. 1'-1.5'FOR EVERY 1"0( .. TRUNN DIAMETER(DBH) SOME TREES CRN WITHSTAND UP TO 50% ROpT SEVERANCE WHILE PIAN�iEW PROTECTED ROOT ZONE OTHER TREE SPECIES AHE E%TREFIEIY SENSISTII�E TO TREE PROTECTION fFENCE qNY ROpT SEVERRNCE. DRIP LINE SOII CONPAC110N pN0 FILL OVEft ROOT SYSIEMS ARE JUST A$D/MAGING A$ ROOT SEVERANCE AND � . SHOUID BE MINIMI2ED fOR PROPER SOII OXYGEN LEVELS. TREE PRESERVATION NOTES BEPORE LAND CLEARING BEGINS, CONTRACTOR SHOULD MEET WITH THE CONSULTANT ON SITE TO REVIEW ALL WORK PROCEDURES, ACCE55 ROUTES, STORAGE AREAS, AND TREE PROTECTION MEASURES. NO FILL SHOULD BE PLACED AGAINST THE TRUNK, ON THE ROOT CROWN, OR WITHW THE DRIP LWE AREA OF ANY TREES THAT ARE TO BE SAVED. NO GRADING, TRENCHING OR PLACEMENT OF EQUIPMENT IS ALLOWED IN THE TREE PROTECTION AREA. WORK PERFORMED WITHIN THE TREE PROTECTION AREA SHOULD BE DONE BY HAND AND UNDER THE SUPERVISION OF THE CONSULTING ARBORIST. PRUNWG OF OAK TREES MUST NOT TAKE PLACE FROM APRIL 15 TO JULY 15 TO PREVENT THE SPREAD OF OAK WILT DISEASE. IF WOUNDING OF OAK TREES OCCUR ANYTIME BETWEEN APRIL�TO AUGUST, A NON-TOXIC WOUND DRESSING MUST BE APPLIED IMMEDIATELY, (E%CAVATORS MUST HAVE A NON-TOXIC TREE WOUND DRESSING WITH THEM ON DEVELOPMENT SITES). 2 oF 2 Keith Karch Rainbow Treecare Great Oaks 2"d Addition 5-1-15 The purpose of this report is to describe the current conditions of the three white oak trees at building site#4,813 Great Oak Trail,and describe the necessary steps to prepare the trees for further construction. The trees appear to be healthy.The overall canopy growth is consistent with a mature tree of this size. Dead branches are visible in the lower crown.This is to be expected as the trees have not been pruned in some time.Subsequent inspections will be necessary throughout the next three years to monitor health during this transition period post construction. Inspections in the early summer and early fall are most appropriate. Dieback in the upper canopy should be expected as the tree responds to the shock of root pruning.These branches should be pruned and health monitored to adjust recommendations as the need arises. Construction preparation is to include root pruning,tree fertilization application of tree growth regulator, pruning to remove broken branches and removal of invasive tree growth around the base. Each of these steps are intended to provide short and long term health improvements to carry the trees through the initial stage of recovery from the construction process. The preferred root pruning method in this case is to use a trenching machine designed to sever roots with a clean cut.This prevents the bark from tearing causing immense damage. In the spring time the sap flow can cause the bark to"float"more than it does at other times in the year.The trencher will reach three and half feet underground.The other root severance tool at our disposal is a vibratory plow that will reach deeper at five feet.This tool however is not advised at this location, because it violently shakes the ground. It is typically used in a forested atmosphere to sever roots during an oak wilt mitigation project. Application of tree nutrition combined with a tree growth regulator will redirect energy expenditures toward the root system rather than canopy elongation.These are applied separately as soil injection using a deep root soil probe. Recommendation is for this two year nutrition treatment to continue by the new owner.Cambistat,the tree growth regulator,offers the ability to place the tree in a more conservative state by reducing water needs,slowing canopy growth while increasing fibrous root growth. It is this fibrous root growth that will be needed to recover from substantial root pruning. Fact sheets have been attached to this report with additional details on each treatment.The final step to this process is to apply 5-6"of mulch as a temporary blanket to prevent soil compaction and possible root damage. Prior to laying the mulch,the trees should be watered with approximately 1-2"of water. After construction process is complete the mulch layer should be reduced to 2-3".Tree watering program can be offered if no water source is available or if it is preferred to have this step monitored by our arborists. Fencing material should be placed around the tree. In this case it will create a ten foot zone around the tree.Several branches should be pruned to raise the crown level to the height of the major scaffold branches.Two broken branches were visible during the onsite inspection and should be removed for safety reasons. .�.,��:��'��i�1'f��,. , PROPOSAL �� .�, � ,t1 j ,�`� ,� -- �� 1�+� � / � /��f;y 05-Jun-2015 .� A � � � �'' � Proposal Submitted To: �f��l `/�// , i Great Oaks 2nd Addition ��1 ��I� Sean Doyle 700 Apache Ln R��n�W Tr��CIrP Mendota Heights MN 55120 Rainbow Tree Company Cell(651)248-8494 11571 K-Tel Drive Email: sean@sd-customhomes.com Minnetonka, MN 55343 952-922-3810 or 651-251-3$10 Property Address: �ot Size(acres) 0.36 Consulting Arborist: Keith Karch 813 Great Oaks Trl Karcn Eagan MN 55123 Cell phone: 612-437-1330 The updated recommendation for removing tl�e volunteer trees,uprooted buckthorn,and larger weeds can be completed as shown below.The cost accommodates our minimum and includes reestablishment of the Tree Protection Fence after the project is complete. Qty Tree# Species Description Investment 1-3 White Oak Pruning as described: Remove All Volunteer Stems At 385.00 Base Of Tree, Brush Hog Larger Weeds. To Be Done No Later Than The Week Of June 15th. 1 Oak, White One Application of Cambistat Tree Growth Regulator. 214.00 Las� For About Three Years. To Be Done No Later Than The Week Of June 15th. 2 Oak, White One Appiication of Cambistat Tree Growth Regulator. 206.00 Lasts For About Three Years. To Be Done No Later Than The Week Of June 15th. 3 Oak, White One Application of Cambistat Tree Growth Regulator. 242.00 Lasts For About Three Years.To Be Done No Later Than The Week Of June 15th. 1 Oak, White Full Crown Cleaning: Remove Deadwood &Stubs Two 350.00 Inches In Diameter&Larger Remove Crossing Limbs. Do Not Do Before November ist. 2 Oak, White Full Crown Cleaning: Remove Deadwood &Stubs Two 600.00 Inches In Diameter&Larger Remove Crossing Limbs, Remove 4 Inch Lateral Growing Toward Street At 7 Feet. Do Not Do Before November ist. 3 Oak, White Full Crown Gleaning: Remove Deadwood &Stubs Two 325.00 Inches In Diameter&Larger Remove Crossing Limbs. Do Not Do Before November lst Acceptance of this proposal is contingent upon the terms and conditions detailed on the last page. Terms and Conditions The following terms and conditions are a part of the confirmation of work to be performed by Rainbow Tree Co., and with the information on the front constitutes the entire agreement. HAZARDS AND RISKS: Proposals made by Rainbow Tree Co. are intended to reduce or minimize hazardous conditions inherently associated with trees. However, Rainbow Tree Co. can not guarantee that the proposed efforts will prevent tree failure or breakage during a storm or other natural events. At times hazardous conditions can be undetectable, therefore Rainbow Tree Co. also holds no guarantee that all hazardous conditions will be detected. PAYMENT TERMS: 1.) sign up for automatic bill payment or 2.) an invoice will be mailed once the job is complete. Payments can be made by check, Visa, MasterCard, Discover or American Express. Rainbow will impose a 1.5% interest per month on all outstanding balances over 30 days old. INSURANCE: Rainbow Tree Co. is insured against liability resulting from personal injury or property damage related to work perFormed on your property and all Rainbow Tree Co. employees are covered by Workers Compensation. Proof of insurance is available upon request. OWNERSHIP: The customer warrants that all trees, plant material, and property upon which the work is to be performed are either owned by the customer or permission has been granted by the owner. Rainbow Tree Co. is not responsible for any claims resulting from the customer's failure to obtain such permission. The customer assumes all responsibiliry for providing accurate property markers and will provide Rainbow Tree Co. with copies of any easements or restrictions. WORKMANSHIP AND PERFORMANCE: Rainbow Tree Co. is responsible for the removal of all wood and debris related to the proposed work, unless otherwise specified in this proposal. All work will be performed in a professional manner. Techniques and tools will meet or exceed industry standards. Rainbow Tree Co. shall attempt to meet all promised perFormance dates, but shall not be liable for damages due to delays for inclement weather or other causes beyond its control. Delays in work will not relieve the customer from the responsibility of this contract. STUMPS: Unless noted otherwise all stumps will be cut as close to the ground level as safely possible without damaging company equipment or endangering employees. Removal of stumps is not included in a tree removal contract unless specifically stated. CONCEALED CONTINGENCIES: The customer agrees to pay Rainbow Tree Co. on a time and materials basis for any additional work required to complete the job if concrete, brick, pipe, or other foreign materials (including stinging insect nests) are encountered in the tree(s). The customer agrees to pay Rainbow Tree Co. for any additional work due to pipe or ele�trical lines encountered during trenching or excavations and not described on the face of this agreement and for any other condition not apparent at the time the estimate was completed. UNDERGROUND UTILITIES AND IRRIGATION LINES: Rainbow Tree Co. is not responsible for the damage of concealed irrigation lines, utility lines or invisible fencing. The customer signifies no knowledge of concealed utilities not listed on the front of this page. The customer is responsible for the marking of irrigation lines and invisible fencing. Public utilities will be marked by local agencies under Rainbow Tree Company's instruction. SPRAY APPLICATIONS: Rainbow Tree Co. is responsible for the proper treatment of sprayed landscape plants. Since treatments are time sensitive it is the customer's responsibility to provide access to the plants. Failure to provide access may result in Rainbow Tree Co. withdrawing from the responsibility of proper treatment. Rainbow Tree Co. is responsible to use spray formulations commonly used by the industry for the treatment of the problems of landscape plants but can not be responsible for unforeseen or abnormal reactions to a spray. Revised May 2015. Gregg Hove From: SD Custom Homes<sean@sd-customhomes.com> Sent: Friday, June 05, 2015 5:09 PM To: Gregg Hove Subject: 813 Great Oaks Trail Attachments: Great Oaks 2nd.pdf Here is the Rainbow tree care schedule. Please let me know if this will suffice so that we can get our permit. Were were out today cleaning the tree and ladder that was dumped in our yard. We also put up the silt fence and added the mulch under the tree. Let me know when you have released this portion of the permit. Thanks Sean �.. �� .. +C U��T�J � � .� a a fi-�� '„S Sean Doyle Owner 651.248.8494 www.sd-customhomes.com i Gregg Hove From: Christa M. Washington<cwashington@rainbowtreecare.com> Sent: Friday, June 05, 2015 5:05 PM To: sean@sd-customhomes.com Cc: Gregg Hove Subject: Great Oaks 2nd Attachments: Great Oaks 2nd.pdf Good afternoon Sean, Please find attached updated recommendations provided by Keith Karch. Should you have any questions Keith may be reached at kkarch@rainbowtreecare.com or 612-437-1330. Have a great weekend! Kindly, Cl�w�i�t�vW o-w Christa Washington Commercial Customer Service Representative 11571 K-Tel Drive Minnetonka Mn 55343 www.rainbowtreelawnpest.com Email:cwashin�ton@rainbowtreecare.com D i rectTe 1:952-252-0584 Fax:952-767-5153 Main Tel:952-922-3810 Rooted in Science,Service and Satisfaction � I su ort Salutin�Branches Arborists United for Veteran Remembrance pp ' 1 �..� ��i��' "'►� LOT SURVEY CHECKLIST FOR RESIDENTIAL BUILDING PERMIT APPLICATION Q�-S��''-�, PROPERTY LEGAL: �`t'��IO�� GI�� O[�1u ��d �_r,�' �� ClG� DATE QF SURVEY: ��/J'`� LATEST REVISION: S��/6 as � c ca , � t / / � i�,�%�I�� /��11�� O z Q DOCUMENT STANDARDS ,�h nd com an �•►'` y 0 ❑ • Re istered Land Surveyor signature a p y .� 9 � ,g p p • Building Permit Applicant � ❑ ❑ • Legai description� �f p p • Address a � ❑ p . North arrow and scale � �,,p;� S/ � � ❑ p • House type(rambler,walkout, split w/o,split entry, lookout,etc.) `��,~��r11°"V � �� ❑ p • Directional drainage arrows with slope/gradient% �- ❑ p • Propased/existing sewer and water services&invert elevation �°I�' � � ❑ ❑ • Street name ,,0' 0 D • Driveway(grade&width-in R/W and back of curb,22' max.) � p Q • Lot Square Footage � p ❑ • Lot Coverage � � ELEVATIONS . Existin4 � p p • Property corners � ❑ D • Top of curb at the driveway and property line extensions �' ❑ ❑ • Elevations of any existing adjacent homes � p ❑ • Adequate footing depth of structures due to adjacent utility trenches �' p ❑ . Waterways(pond,stream,etc.) Proposed < � p ❑ • Garage floor ,�' ❑ ❑ • Basement floor , �g' ❑ ❑ • Lowest exposed elevation (walkouUwindow) �' ❑ 0 • Property comers �( ❑ a • Front and rear of home at the foundation PONDING AREA(if applicable) p � ❑ • Easement line ❑ ,8' ❑ • NWL ❑ �' p • HWL ❑ �( 0 • Pond#designation 0 f� 0 • Emergency Overflow Elevation � 0 ,8' 0 • Pond/V1letland buffer delineation Y • Shoreland Zoning Overlay District Y • Conservation Easements � DIMENSIONS � ❑ p • Lot lines/Bearings&dimensions � p ❑ • Right-of-way and street width (to back of curb) �' 0 0 • Proposed h�me dimensions including any proposed decks,overhangs greater than 2', porches, etc. � i.e. all structures requiring permanent footings) ,0' ❑ ❑ • Show all easements of record and any City utilitie's within those easements �' ❑ ❑ • Setbacks of proposed structure and side ard setback of adjacent existing strucfures � ❑ 0 • Retaining wall requirements: Reviewed By: Date ¢ � JJ'� G:/FORMSBuilding Permit Application Rev.11-26-04 ��$ l� � � .,�,.� � � � X 879.3 � / �/ li' C� p r ��til � �,fxa ., Benchmark: � Top Nut Hydront South of t'*� �� 3:1 M�;� �� Lot 3, Block 1, ' Elevation = 884.14 °°� y /�.� �� (�� 8�n��"�� J �a Required _.� 879.3 Lot areo = 15848 SF �1 � • � � ^�� Y> �', House area = 2337 SF • �-� CfE � Porch area = 171 SF x asi o x681•Z � x sao.3 �� Sidewolk area = 180 SF .'�•\'. Driveway area = 1276 SF �8p� ;- `� �� •� � �/ Totol Impervious Area = 3964 SF x aei.s`:..� �.•' / �\��. � �, Impervious Coverage = 25.0% �i �' �86 / 879•�' o � ` � ��, �` / � , +x aai.� ��• House elevations (Propose� / As-built 1i !s %s � s , -' � � Lowest Floor Elevation 8 X • �� :(874.8) / ?p __ �O � •�ega.s; \\•� , I �� - ,�j ;�•�__,/-... \o . Top Of Foundation Elev. ;(gg3,5) � x saz.2 ,i / �•�... / 883.3 \ '1 � 3.5 �BSS.2 �• Garage Slab Elev. p Door ;(883.0) / � � � j� • � a.a 7� `� �x aei.s .•/ � \d'• x aeo.3 (881.0 %; � �•'/ ,�4 � E.O.F sao.i Gi�.. � •.��! 2.8 �'1' , � ��O q X 882.2/ �� . S 'ro ""TM�`C/ `�'•��/ 82) 6&5 t�\ \��0'��,., ,O� aaz.a,� � � � -o'. �j � ; � ��°,. . x sao.s x � /`; ' x saz.� `. • 3 A � • 882. 882.1/�/� ••• � � ��, 883A � LI- � �\f . � X 880.6 /�,� 1 • 882.2 _.�J � 8gz�x ��7� � ?-' • �i � �'v.� X \�• re � •. ��o'T, \ o.z ,-� �•. ,� 8�q� •�• � : � �, � \�88a.5 �,�1 � �•� ,,��(880.0 � .X 681� ae2.� 859. \ �\ / �w�7 • '""� rB�J � � 82 4 1 '1 v 884.t\.. x 883.8��\ � h� �,, � ♦ `� - '�..:� � • �� `'�•. 80.3) � ,�x a t ♦ �`-). ♦ ry X�� , ,, � (8 _-�i : �t�'�- �� '�8.0� � ,X's� ea:3, ' � \ ,�, � 1��,♦ �`- • ' e�k, p ��-., Gi� .�\ > , 879.8_,,. .......�....... .�. Benchmark: / �\ \S82•9 X 3. � \ �X 1� '� � � . X 876.6""�. ' . 84 3 • top of spike �� • / `2 � saa.s \. / . x eo.a ''�, � � `� elevation =879.82 "` • sp � ` _._.._.._. _-_- ._ - Y ., � x a�s.3\�� .' a �� aa.o ��T\ � �.�_ ____._ x / ��. � � Q • �y �� 3 / � �(ae3.e �3 e8z9 i � �7: x saz.a . •a7�� ..,. ��Q�°' f80.6 a�,w ..`\ ` . ., al X 8�i.9 �� 862 y� 1 / .• 883.3 �.� � Q Q� O X 88.1 �� 883. � �v{ '"� � � � ' � _ � � �. \ ��• \ � �8 �88�`�j W� \ \ t.,g `� J � � 883. � .ro '� I '�..� �� \� ?J f \ \ orn �.as� �op� qqry�� ,-:' \ ��...._.___.._\.��:. '� 3 �� f \� 1iC°o � / \\, ` x X 883�1 �.�-" .'�~`. ,, ^^� �'O 84 \ , ' /, � o / • -i , an.a�SJ�`° ,-�b • \ a�e.z g�9a \ x a�z.o `aa s '•O \ � , ^` / '�<i � .` x � a8�, � � �2. ea ,� / . , n� a�e.a � lv . °1^��s.4 �` ' �, ^-� �0 3,� .W aaz.a ', ' M . a�e.a �. e�a.�� f` '�p �`�ao.a\ � � �0�' 1 \ �p p ' ` \ �,`� / �^ �� J � �'� � �8� � a o.i �1 �� ',.00 �az.� � aaz.e`;�0 ' �/� • �O� : x aaz.i y `� ��►� ��0 0 `�r�h x saz. ae i '< � 'y 1 ♦ 0.5 \� o ,�"'� 882.3 �� 877.t �. '�j 837.a % �?O �� . X � 887. n�' � o. / X 860.3 � • L 06, � � � � � � x e �� od' x eaz.�� / o^� x sai�, ` % /•� _ � �� \ � s�a 8e2 /� � �• , �� / � . t z�oc saz.z� �� / g � ` / � j � �� / ; � s.a 1`�\ � � . /q�ry ,Y, � � � , �' � w^'\�'�� ' i�" ' �� -i�\ ~�� x �> >* es2.s ; �'Benchmark: /� a, Q\ 1�' "' / 2�" �, �`�' top of spike � � � elevation =882.46 /\ � ��\,,� 1 »•e�� ._ /�• � ' --- � ��/\ .�'��; � �a. ' � R i C Q oin <.r / . /p R \ 90rde x aez.a �� O V�'',. \\ n ae,.e �:� � � X 882.6 �Q S \\ /� \ �% �8?, I +, �'�° Denotes service /� O \� � \ ,/�� OQ Denotes television box .,J \ �j \\ � n' � Denotes eleciric box �� 7/�-� �, \ � • /�-V Q Denoies te�ephone box �s \\ ••�' � / .` � � X 000.00 Denotes existing elevoiion \�� g�g,g�• � :I �� (� ( 000.00 ) Denotes proposed elevolion � �� \ �X 880.5 / � ^ � � Denotes drainage flow direction �� \� � ��• � Denotes spike � / • �1C 882.0 �//C � ••� ■��■ Denoies proposed retoining wall � _� \ �� e787� �} � � ' designed ond built by others. � \\ \ � �� , �� X 882.6 • •••••••• •Denotes proposed erosion control � � �J : \ \ \�\ �\� �� ' % J' � � � 1'� ... :- . \\ \J�J 879.2 /. .-\ I�ji.;', X 884.1 \ \� �� `\ '��8�1 \\3t' �'�s �` eai.t ��1��\ \ � O \,,i', � 880 9J \ \ � �' �'�� i� e� �, ,A,ry� t�'�� ,1� �� \O'O \ Construction Notes: ��\ �`� �'"' 1. Install rock construction entrance, \ �� /�<o �� 79.8 � 2. Install silt fence as needed for erosion control. �� \� r�, J �.�..e �,..�,� „ .. __�.� 3. Sidewalks shall drain away from house a minimum�,f 1.0%, i / \� ��j� �/��,�'� 4. Contractor must verify driveway design. � �� Y �-" - 5. Contractor must verify service elevation prior to \ �i �� \ I��p,]�1 ��j��j�\j(j ��je�" construction. � � \ ' 6. Add or remove foundation ledge as required. � � !J� Scale: 1�� = 20� Generai Notes: \�. �� 1. Grading plon by Pioneer Engineering last doted 4/11/14 was used to We hereby certify to SD Renovations that this survey, plan or report determine proposed elevations shown herein. was prepared by me or under my direct supervision, and that I am a 2. This survey does not purport to show improvements or encroachments, duly licensed Land Surveyor under the laws of the State of Minnesota, except as shown, as surveyed by me or under my direct supervision. dated 04/06/15. 3. Proposed building dimensions shown are for horizontol locotion of structures on the lot only. Contact builder prior to construction for opproved construction Signed: io eer En ineering, P.A. Rev;sions: plans. 4. No specific soils investigation has been performed on this lot by the surveyor. 1.)04-06-15 Slake House The suitability of soils to support the specific house proposed is not the responsibility of the surveyor. BY� 5. This certificate does not purport to show easements other thon those shown Peter J. Hawkinson, rofessional Land Surveyor on the recorded plat. Minnesota License No. 42299 email-phawkinsonC�pioneereng.com 6. Bearings shown ore based on an assumed dotum. PI�NEERengineering,P.A. Lot 4� Block 1, GREAT OAKS 2ND ADDITION Certificate of Survey for: CIVILF,I�IGWflERS LANDPLANNERS LANDSURVEYORS LANDSCAPEARCHITEGTS according to the recorded plat thereof SD Renovations 2422Ente�priseDrive Ph.:(651)681-1914 Dakota COUtIt�/, Minnesota Mendota Heights,MN 55120 Fax:(651)681-9488 /� www.pioneereng.com Address�Great Ooks Trail, Eagan, Minnesota House ModeL• 2267.15 Elevation: N/A Project#:115066000 Folder#:7605 Drawnby:MN Buyer: Bhokto !" #$%&'()'*+*, -./$%'"&0-143/7$,+ -./$%'63/7-.189::;:N =*%-'!>>3-5199?9A?A@9B -./$%'#*%-+(.&1--./$% C$%-'855.->>1''N9:''T.-*%'L*F>'".'' "#$%& ''8)**++, ''D0/3'H3&4'(,* 267 89:!9VU8:98:9"9' <4/ =->H.$0%$(,1 =>?'@1A/ \\/4+*/,+3$ C0&'@1A/ \\/A$3%/ 7/4%0+A+, C3/0'=L/,/0 P//0'=+a/P//0'@1A/P3,>L3%>0/0=/0+3$'Y>I?/0\\/I/'Y>I?/0+,/'=+a/ 2$/34/'%3$$'#>+$*+,F'6,4A/%+,4'3'OXU8\]'X\[U:UX\[U''4%5/*>$/'3'L+,3$'+,4A/%+,J #(//-,%>1 -30?,'I,M+*/'*//%04'30/'0/G>+0/*'N+5+,'89'L//'L'3$$'4$//A+,F'0I'A/,+,F4'+,'0/4+*/,+3$'5I/4'OP+,,/43'=3/' #>+$*+,F'-*/\]J 2':'2/0I+'B//'OC='^K0'CZ\]SUVJ99'9;98J"9;\[ I--'C3//*.&1 =>0%530F/:B+M/*S8J99'V998J(8VU "(%*41 JD@K@@' #(,%.*H%(.1LG,-.1 :'')AA$+%3,'': #?'=3?$/'=/0.+%/4c31453$'c'#53&3 U("('_>/?/%')./'Y(U(U'=%&?0+*F/'\\* Y/N'ZA/'PY''UU"(;P/,*3'Z/+F54'PY''UU8(9 OX8(\]'U!":XU(X 6'5/0/?1'3%&,N$/*F/'53'6'53./'0/3*'5+4'3AA$+%3+,'3,*'43/'53'5/'+,L0I3+,'+4'%00/%'3,*'3F0//''%IA$1'N+5'3$$'3AA$+%3?$/'=3/' L'P+,,/43'=3>/4'3,*'-+1'L'W3F3,'H0*+,3,%/4J )AA$+%3,K2/0I+// '=+F,3>0/644>/*'#1 '=+F,3>0/ -. 4 City of aau 4 ,, Address: 813 Great Oaks Tr Permit#: 131088 The following items were/were not completed at the Final Inspection on: //.-/q-/S— , '-%S Final grade - 6"from siding Permanent steps-Garage Permanent steps- Main Entry Permanent Driveway fr---- Permanent Gas tiot1, v 2 fi Retaining Wall or 3:1 Max Slope I/ ei h D e "� ?-et- ,..it, cov-kk S `b ie ?moi I t- Sod / Seeded Lawn. V (l,Dc) _ceepe Trail / Curb Damage Porch v----- Lower Level Finish k..------ Deck /Deck L, ' Fireplace V ?PA n fl ▪ 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. fill Building Inspector: 1 0 � f n I/ . I cf fi G:\Building Inspections\FORMS\Checklists PERMIT City of Eagan Permit Type:Plumbing Permit Number:EA155509 Date Issued:05/20/2019 Permit Category:ePermit Site Address: 813 Great Oaks Tr Lot:4 Block: 1 Addition: Great Oaks 2nd PID:10-30951-01-040 Use: Description: Sub Type:Residential Work Type:Replace Description:Water Heater Meter Size Meter Type Manufacturer Serial Number Remote Number Line Size Comments:Please call Building Inspections at (651) 675-5675 to schedule a final inspection. Allow an 18" minimum radius clearance to the water meter from all appliances (i.e. furnace, water heater, water softener). Fee Summary:PL - Permit Fee (WS &/or WH)$59.00 0801.4087 Surcharge-Fixed $1.00 9001.2195 $60.00 Total: I hereby acknowledge that I have read this application and state that the information is correct and agree to comply with all applicable State of Minnesota Statutes and City of Eagan Ordinances. Contractor:Owner:- Applicant - Jayshal J Bhakta 2525 Stockbridge Rd Mendota Heights MN 55120 (612) 310-9799 Bonfe's Plumbing & Heating 455 Hardman Ave South St. Paul MN 55075 (651) 228-7140 Applicant/Permitee: Signature Issued By: Signature