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3791 Lakeside Ct
lk ISi-- 1 . 3(x_1 !! /k q� 1 P I ✓11' O "''1 For Office Use , • . , AG 7 ��° /c3 ys 7 AA ,� ; ; �� M� Z / � Permit I �/ �j ‘: % �i �, ENob �� J ( I ( l C� i�.� 1 1ThiOr1Permit Fee: ,Co i Date Received:/ /cr- 3830 PILOT KNOB ROAD I EAGAN, MN 551 -1810 .EG E WE I (651)675-5675 I TDD: (651)454-8535 I FAX: (651)675-569: I Staff: i)-1---- buildinginspections r(c�citvofeacian.com OCT 2 6 2018 L LP .51-AA lc( 2018 RESIDENTIAL BU : 9 : i AAPPLICATION `yp4 Date: 10/23/2018 Site Address: 3791 Lakeside Court Unit#: Name: Norton Homes, LLC Phone: 763-559-2991 Resident/ 18215 45th Ave N Ste Owner Address/City/Zip: / { / /� � / Applicant is: X Owner X Contractor - ' ` > �f�kf� J(' ��C/ /7r 6 Type of Work Description of work: New Construction-Rambler / L </ oe/(Ci Construction Cost: 650,000 Multi-Family Building: (Yes /No X ) Company: Norton Homes, LLC Contact: Patrick Hiller Contractor Address: 18215 45th Ave N Ste D City: Plymouth State: MN Zip: 55446 Phone: 763-559-2991 Email: path@nortonhomes.com License#: BC639221 Lead Certificate#: If the project is exempt from lead certification, please explain why: COMPLETE THIS AREA ONLY IF CONSTRUCTING A NEW BUILDING In the last 12 months, has the City of Eagan issued a permit for a similar plan based on a master plan? Yes X No If yes, date and address of master plan: Licensed Plumber: Larson Plumbing & Heating Phone: 612-369-7912 Mechanical Contractor: Larson Plumbing & Heating Phone: 612-369-7912 Sewer&Water Contractor: DSM Excavating Company Inc Phone: 651 .480.1355 Fire Suppression Contractor: Phone: NOTE:Plans and supporting documents that you submit are considered to be public information. Portions of the information may be classified as non-public if you provide specific reasons that would permit the City to conclude that they are trade secrets. You may subscribe to receive an electronic notification from the City of proposed ordinances by signing up for an email update on the City's website at www.citvofeaqan.com/subscribe. Exterior work authorized by a building permit issued in accordance with the Minnesota State Building Code must be completed within 180 days of permit issuance. CALL BEFORE YOU DIG. Call Gopher State One Call at(651)454-0002 for protection against underground utility damage. Call 48 hours before you intend to dig to receive locates of underground utilities. www.gopherstateonecall.orq I hereby acknowledge that this information is complete and accurate;that the work will be in conformance lhie o ances and codes of the City of Eagan; that I understand this is not a permit, but only an application for a permit, and work is not to tart without perm'• that the work will be in accordance with the approved plan in the case of work which requires a review and approval of plans. x Patrick Hiller x Applicant's Printed Name Applicant's Signatur ice DO NOT WRITE BELOW THIS LINE -511 I `c` S C--t / 534(5-7 SUB TYPES Foundation Fireplace Porch(3-Season) Exterior Alteration(Single Family) Single Family Garage Porch(4-Season) Exterior Alteration(Multi) _ Multi _ Deck _ Porch(Screen/Gazebo/Pergola) _ Miscellaneous 01 of Plex Lower Level Pool Accessory Building WORK TYPES New _ Interior Improvement _ Siding _ Demolish Building* _ Addition — Move Building _ Reroof _ Demolish Interior Alteration _ Fire Repair _ Windows Demolish Foundation _ Replace _ Repair _ Egress Window Water Damage _ Retaining Wall *Demolition of entire building—give PCA handout to applicant DESCRIPTION A. Valuation j .? Occupancy ..7.72 —/ MCES System Plan Review Code Edition M.O/1 SAC Units (25%_100% ✓) Zoning N /-g City Water Census Code / B/ Stories Z. Booster Pump #of Units I Square Feet 35-01y PRV #of Buildings i Length 70 Fire Suppression Required Type of Construction ---:- Width 5 y REQUIRED INSPECTIONS i' Footings (New Building) Meter Size: Footings (Deck) le Final/C.O. Required Footings (Addition) Final/ No C.O. Required Foundation * Foundation Before Backfill HVAC=Gas Service Test Gas Line Air Test Roof: Ice &Water Fin Pool: Footings _Air/Gas Tests _Final �__ > Framing 30 Minutes i1 Hour Drain Tile * Fireplace: i Rough In . 6-Air Test _Final Siding:_Stucco Lath Stone Lat _Brick_EFIS Insulation Windows Sheathing Retaining Wall: _Footings_Backfill_Final Sheetrock Radon Control Fire Walls Fire Suppression: _Rough In_Final te' Braced Walls Erosion Control Shower Pan 4— Other: P01/12/7-a Lc//144.S A,a'4 C GAZlAZZ Reviewed By: C, 44 , Building Inspector RESIDENTIAL FEE' l3 fig Jr 40( Base Fee •‘ 9/ ?3 !0 r law 70 9 - �/� 3e� Surcharge / ;• 1 Plan Review �� MCES SAC q.i r until AG 7� 0 95- ��� 'A City SACG R11-14:54- /1 % 1f®. ti 7 3 Go Utility Connection Charge ,y 0 S&W Permit&Surcharge Moir 7 cw 4,'L/ D 3 Treatment Plant -•0 1 D 3a, Copies ,� � TOTAL . 3g 3 Page 2 of 3 Eras /s-yfc7 EAGAN City Inspection Dept. Copy RECEIVE City Forester Copy _ Applicant/Builder Copy JUN 2 5 2019 INDIVIDUAL RESIDENTIAL LOT TREE PRESERVATION PLAN SUMMARY CITY OF EAGAN FORESTRY DIVISION 651-675-5300 (BUILDER, PLEASE READ ATTACHMENTS) Development Lakeside of Eagan Lot Number 4 Block Number 1 Address 3791 Lakeside Ct Builder Norton Homes Phone Number: 763-559-2991 Contact: Pat Hiller Tree Protection Requirements: X Tree Protection Fencing Installed on Site (orange 4' poly fence) X Oak Tree Pruning (Immediately seal wounds during April 1 to July 31) Therapeutic Pruning Required Retaining Wall To Be Installed Other: Replacement Trees: X Not Required As Follows: Attachments: X Yes (Refer to attached documents for details) No EAGAN FORESTRY DIVISION Additional Notes: Builder to have remov r - • - . • • oak tree near east side of culd-e-sac leaning to BY ((711,eri(Oe & X H:\ghove\2019fiIe\treeeres\Tree Preservation•an L e iae or agan.Lot 4 lock DATE J ' iq r "22`1'1 _ 901.6 x / �- x% / r 5)X SURVEY LEGEND 899.0 0 / j `N / 9026 / �(R02 II x 900.9 ® STORM DRAIN I 900.5 x _-.90- +� / 1 / \ g ® CATCH BASIN 900, I m CO GATE VALVE x �,y j 6 �/ x9026 `/` x 903.0 �O�_ x a GATEVHYDRANT 900.8 x _ __. ... ._. 0v x ,901.5) 0 IRON PIPE SET ' /"902.2 1T_ O..1- I / 19 q • IRON PIPE FOUND 4� k;'." / / / / D \ f II co SANITARY MANHOLE 9020) ••'L0 GROUND ELEVATION e" I F B.,m PROPOSED ELEVATION 901.1 0 011.,01• / � x902.91 III�IIti(IIIIiI'1i 5 III \ 901.9 O WEIL ND BUFFER POST ..�gD2 t x 902.1 /+ x(9025) I l" H❑ HAND HOLE 5 OSP /r �EC1�OS f2 a' ® ELECTRIC TRANSFORMER f"'.87O_r I -- 'Ii. 5.0, 9042+•.;!< III TELEPHONE PEDESTAL _.904 \ 15.0 I 1 I 14.0 o.: .L5'9'; 't m UTILITY PEDESTAL 9050 \'?��___ •.3. 17.5'o.5 r .�a.'6.59r.. i7,.n (903.) 904.9 x VVV T i SEWER SERVICE ELEVATION EXISITNG TREE ?)0'` piN l0' _Ir'' x 902.6 PROPOSED TREE ` X7.3 PROPOSED TREE 1 x907.0\ PROPOSED � ;: t\ N , O 0 37B COURT..," j���xo 1 .et RITUsaNWS 907.6 x i'`- 'I CONCRETE l' I Ig --�-- CONTOUR PROPOSED c56' 4 ��. } ----ftCONTOUR EXISTING , \\ 907 1 21.0 '.•.. W' 7l• ` -*- DRAINAGE ARROW \. xy09a LM_Ti1� 907.5 '5.0 1 f (' 1x903.7 -SANITARYtCURH SEWER 908?x s},� -\ 18'6 STOOP 907.e i�}', 1 ';'s• ' --x--STORM SEWER `' 1 908.2 0 ') 0 !� C -I-WATERMAN 909.0 N II - -- PROPOSED SILT FENCE a '• I 1 .9 -or DRAIN TILE \ .. �1, ' 1 - x-FENCE \I • 908.0 .988-° -BSB.-BUILDING SETBACK UNE r, I •'A • 1 i s I 7 t 1`1 N � / m" PROPOS 909.5 V'1 -/„..t4 ••7.8 2 00o cS4.0 16.0 OS p x 904.0 s....,1 Gf - 909.8 ,,, '07 7 . a,N 14.0 r l _.- 90708 4'01111\ if •---J- ----- - -- . . 907.: '6.D 1 tt d i I I o eeYM'oeY l6TJu• �, \ I x 'x 9c0.0 I co')", oy. 906.0 x 905,1 I II I It ` - N /I + I ,y • _i L \ t EASEMENT' af�ae. r :' 0 \ 0 0 / < • AND VnurY LASEMIms Mirsaovm w - x .907.9 •907.6 ,� .:`,`. a xcnsox sa°N ucoanrn RAT MO es c _in n �/ i k Msr x 904.8 x 904.5 ..xae,roAs saowx f _ - • x 7 EXIST!NG ,p': •Oa-1 \ pi1 „= ; o .•' I- RET. WALL r VS ro _ II Setbacks WE a ys,-` I ^ I . Min.Street Setback-30' 1 , 1 1.1.° 0 .Ry ( .,� 902'1 Mia Side Setback=b'Living,5'Oamge _ ('1 1 'i ,q1�r S�iI '4 x01.2 t x, 5 sp I . �` I I xdm 2W w Building Cover \ Tio 907.0 1 jig+ Lot Area =48,145 S.F. t I S I x ,OQ� Upland Area =37,335 S.F. Tor a 1 / t, o y( ` Pond Area -10,810 S.F. \ \\ I '7' I o gyp; 904.a I 5 10%of Pond Area = IA81 S.F. 'o, 31.49 O 699.0 Net Arca -.38,416 S.F. so 1406• " j 1i-. �" I House Area = 2,543 S.F. -. - IIII Coverage=66% �b �.•�-. x 7;, (•�t.�Tf 904.• .Im.., P a"•I 9007. r:Nl 000 �ll0l` tW 1 2.i.,. se ZU021 I, 904. 1 Development Plan Data-WO car P )sTpP ( Garage}loot Elevation =911.5 awe �;W / fhb - I ,: 90,4.2\O 1� Basement Floor Elevation 903.5- • • Te•s�E •9 7^1 •W LAKESIDE c / 6 Ntq��' x 897.7 eyik Proposed Elevations-WO / COURT / ;`i ss =897.6 Proposed Garage Floor Elevation =910.7(1.5'Drop) Nese _. " Proposed Top of Foundation Elevation =9122 I Proposed Basement Floor Elevation =903.5 1��4C .t I-.!:• me ty Description:Lot 4,Block 1,LAKE SIDE OF EAGAN,acoading lit ta. • ,/Ir1111���� Offset Irons (elevations are to the top of pipe) ,40/'• OS Al=902.67 OS 02=904,26 I. Address:3785 Lakeside Court,Eager,Minnesota 55123. - • OS k4=909.15 OS 43=907,08 2. Existing utilities shown are shown in an approximate way only.The contractor shall&ermine the exact location 20 10 0 10 20 40 of any and all existing utilities before commencing work.He agrees to be fully responsible for any and all damages all 111 1111•11111111•11 MI III .1 arising out of his failure to exactly locate and preserve any and all existing utilities. - SCALE IN FEET 3. Must maintain a minimum 2%slope gradient to accommodate positive drainage. 4. All set offset irons are measured to hundredths of a foot and can be used as benchmarks. 1 hereby certify that this survey,plan,or report was prepared by me or under 5. The proposed driveway shown is conceptual only and does not purport to show exactly how the driveway shall be my direct supervision and that Tam a duly Licensed Land Surveyor under built the laws of the State of Minnesota. 6. A title opinion was not furnished to the surveyor as part of this survey.Only easements per the recorded plat are Dated this 3th day o ay,2019. shown unless otherwise denoted hereon. 7. Proposed grades shown adjacent to building foundation refers to top of black dirt. 8. Verify sanitary service invert prior to any concrete work. E' `'"p•`_ David B.Pemberton,PLS Minnesota License No.40344 pemberton@sathre.com rf¢a+ oro.` Seaton l4-Towmh�027•Ran ge 023 JOB P.64665-010 REVISIONS FIELD CREW:AT BB BUILDING COVER CALL 0523719 JPR a SATHRE-BERGQUIST, INC. CERTIFICATE OF SURVEY--- --- --- ea too SOUTH BROADWAY WAYZATA,MN.56391(962)476-6000 PREPARED FOR DRAWN BY:JPR �, F,••• CHECKED BY:DBP v,, NORTON HOMES DATE:o5706719- 1 i ) ? \) ...._.- -- 5364 .` L� l i„...-----:,---,- i rr '1't J 4 1 co •. t 507. 5070 5066 J� IITT • - - i. ' ((/ 5079 K� �� ,7083, ..� J .. 5072 y 2 y 7L V 1 P,,,,, .. 5069 \ \`'_ \ .......... ....-- 5405 '- /r 5406 - , � —5405 f_• i f ' 6 5075 1... 50514 ........"-L,,_ 5076 5056 \ 5061 a4 1 r N. \ -I �33 >- `� I ; t son s0 som \r–• r — . ---\--_, _,/ ill 14 / —z, —,L. \ ` 4548 J: 1 :'' 54 ` f �.\°o 54n •.�ii51111\4zo IS • \I \ \ 0 5037 50146 ` ~• �� \ ... 5046\ 5422 . _ O t\ 54 305040 f 111 `"' s0aF' Os4ze '.4t 'j- Ii \ m pp—• " 27 : `'f�, ''.\ tl lAg. 5424\ , r - , ; 5044.., 'I gym 1 e ' 5430 $g6 e= 03 \-- -'?--s\-401:' \ ` _ / 5 . II ...s..\-1 \ 5432 I TREE ,,f/ /••• /sop z9 214 op, °n 9014 )` ee + PROTECTION ` j' i `'_6002 $ U 5438 FENC ' 4. ,f �j 1 - �. 23 5024 ° v 0) ' 1.,Y•�� // �f \ 1' �, • i"",.. .� TREE I �\ 03 5437 ' � 1 ' 16 , \ PROTECT1 - .. t a W Q •. ��:�'l /1) ....-''.1,04- � ) FENCE 63eo ° ^ •-- ,a7s, /I 9tic 50�5." 1 L/J O 140' " • Sti .•..a, _.50,6 5441 7 .if�p , Or 1 1 5014 .il } 31442 637 3087 5 g t )/ `- Iv!7-1 -.. — — — • -- ) / 5376? 554377 stn 511\3\' •` "` .'.„.• ..:•• //( 5375 5115 `� f3.71-•-41 :.':.. . \56'il 11619 51,4 .112 s�' 6 :/ `;;.: ��/ 5111 S1 i�'• I° 3374 ,; ip 611 - 51 + .102 • / 51ifig, " o � / X5125372 'L•� 9''�5,.. 'at, •103 •"\".i� :69/C/ - -- St 5108 .....\ •• 5124 , Ai •-•.....---' i il .01[----------.. 1✓' S10�, +ice.` 5 �\...--- . . 900 t /� TREE / •(_ ' % :- EE PROTECTION 894 ) r .c � • ., 'RATING-••'' / y .N, •• R• d_�� (/ FENCE 1 .• AREA •:' s 4330 ( / s n -..'• 5202 R 1 6007 \ ,j/('' //� 5344-.. 333 !IF ••6 � -.f -, ` •j■ * 45 1 � 6006/! 5340 , •`' , � '9ii-„ - ! 59 , Ne -r116:751413 5201\ awe - - •, ,' 600, •� C ,4, , /1 005 Irl 1 ” 5318 5su59 110r/ 1 i �" 896 J rP o � p D 5346 7 sss5'� 6392. ... 63 5;�2 c. \ '6.. " TREE / \"---\ 53175324 536 ,3: 53s6`�'.. ... S26...... Z`„ • r .A'", PRO TION, 531 5386 ! u •• r Siit. e�t- 3' 732-ST .In�Ai'+► r 1 St.•. \FENCE 1 1 5316 'F•- ��. .,•369• 4' 1.--.m•"• _ M TAT- i 5,}IS .5262. �. �r '1,11:-. _ •\_-- —� ' 'Jr 5320 �� �' Lr. . u_. ._ :_:_._ j �- � '1 5003 -\ _ CP �� I � 1 iiil�iii A ,.L� t, fTG z 1w`�.A.,....^ t ! 1 i ��" 5302� ` �ia ►1!!�*:�'trr' �"nF .til_-- ._•f _a,n � C _ – X ■■In4a211 LL71.f.�r t=►r�nE1lirr•fp111M -i..:-rs �JA111.!. zrt'�u17{: ���f tu►j-,e�__rlrs r�;� I I I 5267.: J��� ��. ;. I��Y�L�` 5199_ �� 5296 — — — — '��—'—___. 5193 '� :52. — — L DD IP y p . LOT SURVEY CHECKLIST FOR RESIDENTIAL / /� 7 BUILDING PERMIT APPLICATION PROPERTY LEGAL: Lt )3italk 1 r 1�Q- OM p i 8 DATE OF SURVEY: Il J LATEST REVISION: /OPE err - --7 / 2791s/dam CF 0 t o Z a DOCUMENT STANDARDS ,d' 0 0 • Registered Land Surveyor signature and company 4 0 ❑ • Building Permit Applicant A ❑ 0 • Legal description if 0 0 • Address A 0 0 • North arrow and scale X ❑ ❑ • House type(rambler,walkout,split w/o,split entry, lookout,etc.) % 0 0 • Directional drainage arrows with slope/gradient% .2 0 ❑ • Proposed/existing sewer and water services&invert elevation ❑ ❑ • Street name A 0 ❑ • Driveway(grade&width-in R/W and back of curb,22' max.) / 0 0 • Lot Square Footage 0 0 • Lot Coverage ELEVATIONS Existing X 0 ❑ • Property corners ❑ 0 • Top of curb at the driveway and property line extensions ❑ ❑ • Elevations of any existing adjacent homes / 0 0 • Adequate footing depth of structures due to adjacent utility trenches pr ❑ ❑ • Waterways(pond,stream,etc.) Proposed X ❑ ❑ • Garage floor ❑ / U. • Basement floor o 0 • Lowest exposed elevation(walkout/window) gf 0 0 • Property corners #21 ❑ ❑ • Front and rear of home at the foundation Y c • PRV Required PONDING AREA(if applicable) % ❑ ❑ • Easement line Cili 461/ ,hJ ❑ ❑ • HWL41r--Anef / ❑ ❑ • NWL r Q' ❑ ❑ • Pond#designation ❑ / ❑ • Emergency Overflow Elevation ,6 t�� i„/ t� ,r-.pi. j' ❑ ❑ • Pond/Wetland buffer delineation K / Y ® • Shoreland Zoning Overlay District Q c' � � _ 16 ' C�F � N • Conservation Easements l DIMENSIONS '54/d 4:'* (0 FAF ❑ ❑ • Lot lines/Bearings&dimensions am c Agar✓",J' 0, O ❑ ❑ • Right-of-way and street width(to back of curb) 6141,1 ❑ ,e' • Proposed home dimensions including any proposed decks,overhangs greater than 2',porc es,etc. (i.e.all structures requiring permanent footings) ❑ ❑ • Show all easements of record and any City utilities within those easements i ;/4 ❑ i • Setbacks of proposed structure a , ,eyard s-tbac of adjacent - 'stin•.structu -sl �, ,S 'e •Retaining wall requirements:: "_ S.!, l4 ► i - / •x! i a"/_ 4 °A>AV • Reviewed By: 4. __�, Date ///30//6 G:/1 Engineering/FORMS/Cert.of Survey Checklist Rev.11-16-16 X2/1//8 �----7 / /4,s/16-- OF. /S /7S SURVEY LEGEND EDGE OF WATER---- ��1� - 3'1 Mnximlum Slopes • ® STORM DRAIN WETLAND JP43.3 / CT Pctiiining X811 Will HWL=® CATCH BASIN OUTLET=897.5 897.5 / // x 899.0 �,/X 900.1 Be Require N GATE VALVE / "`1 oHYDRANT _/_ DRAINAGE AND <�/ IRON PIPE SET --/ UTILITY EASEMENT p�\\,, • IRON PIPE FOUND �,, / 0 SANITARY MANHOLE --- / / r/ 972.5 GROUND ELEVATION / / WETLAND B FER--__,``� x9011.5 INSTALL 1972.5) PROPOSED ELEVATION / x 898.8 PERIMETER CONTROL O WETLAND BUFFER POST 896.8 O 0 HAND HOLE / �� / �. 5 El ELECTRIC TRANSFORMER +ep qPM/ /� OT TELEPHONE PEDESTAL / �OT 3 UTILITY PEDESTAL x 899.6 •�A;V / (000.0) SEWER SERVICE ELEVATION I °5�/ 01 x g01.2 ,..-----;e r /� 902.7 0 EXISITNG TREE 900.0 Ix `, p d! 0 PROPOSED TREE ` �j� '� 4 '` �` * PROPOSED TREE . \ l;'' :;''.,'`.1:):.,1 BITUMINOUS if .-/ ©• ' - /-- ---� �. L. i CONCRETE / \ r» ti ,f' x 902.5 (x'904.2 `® CONTOUR PROPOSED /J �\ /'. /�, _ OpOSED-'1W •�• CONTOUR EXISTING xi �s}. ,-1, / / PR 41 NO- _ '`�j,,• ` rI -�- DRAINAGE ARROW / ��\\ f%�O \ Raj -- '1„ �5 #2 CONCRETE CURB / /'/ /� •, Oily `TV 1p.,.l •9040` > SANITARY SEWER / \\\ / x•••O• �C,o •>c14'X oils,( .11. • - »-STORM SEWER . ! G 5 902.1 02 �� \ ---�'� 02.0 / p p,'(\0'0 9p3' \ o �` \S. I -WATERMAIN e •,• ' Q� - - - PROPOSED SILT FENCE \� / 5�0 s1 - DI DRAIN TILE 5 • ` \O -x x- FENCE __ • I, -BSBL- BUILDING SETBACK LINE •- \\•Q- 0 907.8 N OS '6 \ \C :2.O :0 EAS? ea 2 x- 902- \ �� iii ��i f' $ p � \�; o OSED S C� R� \13 Ii ♦ yam - - * ' ` 902.2 x SU.. �~ �- D pR 3/91 5\OE 1 111 / `'s. -g 2\',� x 907.8 c/Or ts‘ , \% __,_ oT.,,, (90 • tip ro\ i iONS DIMS:ON �e tr a x PROPOSED W1 `w GF - 911.5 5e9.56'0e'w I38.6e• 7 ,o E\\\ Oo \` 90& BF - 903.5 1 \3. 0 1t .% x 907.5 .4 b.°' ; 9o�oOp'1.8 o Q Os $� -1 L _ 906•8 \ \ 'o S \ 3 cP 4Y5i0.9\4. \ \� \4. \ LP ° N 22 A 9 1 \ rn \3 0 ° ' 121 1 u. w 0 •; t • .t ; DRAINAGEAND FROM RECORDED PLAT -- -UTILITY EASEMENTS ARE a H p(909• t` \\ '' •1 V�^-' LABHLED AS SHOWN N� N �A \� �-'"��- \\4.........7._:\,,..____-08L, : - . A 9070- x 907.1 BLOCK] 1 p5 8p• 2) x LOT 3 � 9tJ6 jam,\ x(90-. Wyss- ` x 906.6 1--. o Setbacks s�, \\ :DT a Iii906.6 xp6 6 �\\>---,0•:____ . ---`94°- -\---\ �..�Mi .Street Setback=30' ` \.: 5 Min.Side Setback=6'Living,5'Garage `r 4. PROPOSED WO \� -� O\ o `riT \ io GF - 910.2 \ 906.5 x �; m Hardcover v 1 a BF - 903.5 \ 906.4 x - 90. 2_,... -_QEYto Lot Area =45,225 S.F. •0 4j \ \( _ -/ a House Area = 3,437 S.F. o _.._ _Q Driveway Area = 162 S.F. % ` j 906.3 x v' 5. �'''.0),,_.„ 06"--- I, / \,,,,,,. 905.7 x Stoop Area = 70 S.F. �, .14' Y s-., s 06 ■ 805 Conc Patio Area = 365 S.F. `���� 3 '�Qji• � T❑ o CURB 8: (9ps� Total Area = 5,244 S.F. Coverage= 11.6% !� 'is. y0.00 o� © 905.6 Os 52.06p7. ;.a: : R.55.00 905.5 x �)• � �_ b5 0 •. a . Development Plan Data-WO �`94y� / 5005'07 00 .E �s Garage Floor Elevation =910.2(3 Step Drop) 4,, �D pp�,/ ��52QO Basement Floor Elevation =903.5 I r / R-...55- , Proposed Elevations-SOG By >h/l// ,O f/ ,�pp� `' LAKESIDE COURT Proposed Garage Floor Elevation =909.5 Da:e / 7` I ��f ` Proposed Top of Foundation Elevation =909.8 EAGAN ENGINEERING DEPT'. Offset Irons (elevations are to the top of pipe) Property Description:Lot 3,Block 1,LAKESIDEOF EAGAN,according to the recorded plat thereof,Dakota County, OS#1=902.38 OS#2=904.01 Minnesota. OS#4=906.80 OS#3=914.86 1. Address:3791 Lakeside Court,Eagan,Minnesota 55123. 2. Existing utilities shown are shown in an approximate way only. The contractor shall determine the exact location 30 15 0 15 30 60 of any and all existing utilities before commencing work. He agrees to be fully responsible for any and all damages NI imi immiono• me in �� arising out of his failure to exactly locate and preserve any and all existing utilities. SCALE IN FEET 3. Must maintain a minimum 2%slope gradient to accommodate positive drainage. 4. All set offset irons are measured to hundredths of a foot and can be used as benchmarks. I hereby certify that this survey,plan,or report was prepared by me or under 5. The proposed driveway shown is conceptual only and does not purport to show exactly how the driveway shall be my direct supervision and that I am a duly Licensed Land Surveyor under built. the laws of the State of Minnesota. 6. A title opinion was not furnished to the surveyor as part of this survey. Only easements per the recorded plat are Dated this 26th day of September,2018. shown unless otherwise denoted hereon. 7. Proposed grades shown adjacent to building foundation refers to top of black dirt. ----"\ L:titc\ 8. Verify sanitary service invert prior to any concrete work. David`B.Pemberton,PLS Minnesota License No.40344 pemberton@sathre.com ��Eas suR�F Section 14-Township 027-Range 023 JOB#:64685-017 REVISIONS W p SATH RE-B E RGQ U I ST, INC. CERTIFICATE OF SURVEY FIELD CREW:DH TS City Notes 12/03/18 JPR o w#;; ¢ 150 SOUTH BROADWAY WAYZATA,MN.55391 (952)476-6000 DRAWN BY:JPR m, PREPARED FOR c'4'% P3" NORTON HOMES DATE:7/18/18 DBP HA GO 1111ALO 1/10/14 SERVICES Daily Soil Observation Notes Project No: 19 - ogoto Date: Ii?OP q Report No: Project Name: 37 9/ L A4Sii1 E CT, Project Location: EA G JA) m&) Client: A/O 7bN Hon')�S Temp/Weather: CL ot-iO./ +d' 00° Project Manager: Time Arrived: Departed: Soil Observation Areas Observed: 0 Building Pad ®House Pad (Roadway ❑Parking/Walks ❑Footing ❑Proof Roll ❑Other(describe): Soil report available? ❑ Yes '®No Report reviewed? ❑Yes ❑No Report prepared by: Finish floor evaluation: Bottom of footing elevation: Bottom of excavation elevation: 1 Approved plans available? ❑Yes JNo Specified compaction: Fill source: Oversizing appears adequate? ❑NA ❑Yes ❑No Soils observed agree with Soils report? Dyes ❑No Soils appear adequate for design loads? Oyes Elisio Proposed project bearing capacity(psf): Contractor notified of results? '®Yes ❑No Name of person notified: ,0 EtiN,S O 7r) 'xOic94,7- Was a copy of this report left on site? Oyes �C No If so,whom was it submitted to? N IALE - I 1 — I• I I A , IllEll ok k AM0 ,irate/ Like D 0 /vol+ C7 "L21►/OE 0 . C 4._.- 11 ..-'SA C II Notes/Comments: /3 L A aks 0_04.viet-b Spit s' At.c>>vG w/ Rt7tvzs f YtGTA%off L.uAS oQ3S&ZNI /ti E GARS AGP ARrig ofi 7dJ{' t%:j,005BO AVvM ,. 01/45m ATV° / i 'j7 Aii 7�Jfu7 e-tQC,Olt ki t=t CO , J o440 O,'s etV tR. St-P77 Q SY 57trn Thi Alt_ 7? �' `.7J Nk t ti4i S oz> t5>7e Lie.ice) ok .Q�.4•A rrvc'('t"c) C AV() wAs A-4.Lro w/ "&'et." C04,00co 00)4 _ 6'v Jom bg 74 luk c vsat5 in AtSzi O 'To 0 t A&ou /IR- 6 EC..o2.0 77W ( eQt, 'O o e dz;le f k EC om in PD R fim DJ,/AJG ">.)9 r 770A/. #1,4)0 /LL u 6 L4C '3 610)L,S' Performed By ,.,? Reviewed By: Date: //a//9 This is a preliminary report and is provided solely as evidence that field observations and/or testing was performed.Observations and/or conclusions and/or recommendation conveyed in the final report may vary from,and shall take precedence over,those indicated in a preliminary report. HAUGO us .r L.. ALO 1/10/14 SE RV I I E S Daily Soil Observation Notes Project No: 19 " 00 0(p Date: /7L3/19 Report No: Project Name: J711/ L.AkES/O( C0uCr Project Location: EA C' Il ti In iv Client: A., OA) /-/OM ES Temp/Weather: t5-6.-k.41/4.1Y e?k.J o Project Manager: Time Arrived: Departed: ;Soil Observation Areas Observed: ❑ Building Pad OHouse PadRoadwa ❑ y nParking/Walks ❑Footing ❑Proof Roll ❑Other(describe): Soil report available? 0 Yes kjNo Report reviewed? ❑Yes ❑No Report prepared by: Finish floor evaluation: Bottom of footing elevation: Bottom of excavation elevation: j Approved plans available? 0 Yes -oNo Specified compaction: Fill source: Oversizing appears adequate? ❑NA Eil Yes ❑No Soils observed agree with Soils report? Lives ❑No Soils appear adequate for design loads? EYes ❑No Proposed project bearing capacity(psf): ASS'Urrl EO o?,0-00 Contractor notified of results? gj.Yes ❑No Name of person notified: 0tilf/L./U " ,O(.5"/Y) r)(,C, , Was a copy of this report left on site? ❑Yes ®No If so,whom was it submitted to? N -" I • N n A LIG(l?. �' ©c2,r ,S- P-ok.►.,o ' 111111,1�E1111111 JAI" LF iAJ e APF 1111111 _ 61-47-A64 . rot FOU , 5.n . ogig 11; A k.. v. At.4. _ii.., 1r AO ...) n 604,',AS" Al ''entl..)A( II1 7 o tlril r�; _ t; k a S/, .e/ CuL • r Notes/Comments: fW ) d tyyl oto E : ow ei sL2 Ay seuit..,e, j rn '774 fir 14 2 pO titi i5' (o�Se/S 7*/ e ,o1c• r- xAi 'e7H _ A A A. A I. Mb ., '.P 0:1:2k �i �3GA(7,c- AAA ,d1 re ES OA- .,hi 4 t _ 0 R S'e?'J -7r, ' Ki/1i iS F -(3, T)G t" rscC'l9-or >i,k) L,c,t j4 2 tin Wit t--- OP OP 7,4 0 r6 15'. 010/4- C3 5;67- 01- m-cxrLy ,s'iake/ / ),ti 0,,A7/ 72 . “AS r iJ c r) (3'6.L/ISP 3 L r '-o t. F)Lc A /o( ol 0,9770 u upto,Q, B OVA-4S' sAI/0 Nt c.JOLL p,37/ti tS4019✓477mt/s►ISu€• -mtki7 , Performed By: t,, /. ..iii. Reviewed By: Date: //d//7 J This is a preliminary report and is provided solely as evidence that field observations and/or testing was performed.Observations and/or conclusions and/or recommendation conveyed in the final report may vary from,and shall take precedence over,those indicated in a preliminary report. PERMIT City of Eagan Permit Type:Plumbing Permit Number:EA155611 Date Issued:05/24/2019 Permit Category:ePermit Site Address: 3791 Lakeside Ct Lot:3 Block: 1 Addition: Lakeside Of Eagan PID:10-44305-01-030 Use: Description: Sub Type:Residential Work Type:Replace Description:Water Softener 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 - Francis < Carter 33214 Ladyslipper Dr Laporte MN 56461 (763) 535-1800 Water Doctors Water Treatment Company 8201 Old Central Ave, Suite F & G Spring Lake Park MN 55432 (763) 535-1800 Applicant/Permitee: Signature Issued By: Signature RECEIVED New Construction Energy Code Compliance Certificate Per R401.3 Certificate. A building certificate shall be posted on or in the electrical distribution panel. Date Certificate Post — v NORTON I HOMES Mailing Address of the Dwelling or Dwelling Unit _ 3791 Lakeside Ct TR/Z,yir ' /3:°i ky 7 City Eagan Name of Residential Contractor Norton Homes MN License Number BC639221 THERMAL ENVELOPE RADON CONTROL SYSTEM Insulation Location Total R -Value of all Types of Insulation Type: Check All That App y X Passive (No Fan) Non or Not Applicable Fiberglass, Blown Fiberglass, Batts Foam, Closed Cell Foam Open Cell Mineral Fiberboard Rigid, Extruded Polystyrene Rigid, Isocynurate Active (With tan end monomeierorother system monitoring device) Location (or future location) of Fan: Attic Other Please Describe Here Below Entire Slab R-10 X Foundation Wall Perimeter of Slab on Grade R-20 X Rim Joist (1st Floor) Rim Joist (2nd Floor+) R-20 X Wall R-20 X Ceiling, flat R-49 X Ceiling, vaulted Bay Windows or cantilevered areas R-30 X Floors over unconditioned area R-30 X Describe other insulated areas: ICF Walls R-21 X Building envelope air tightness: Duct system air tightness: Windows & Doors Heating or Cooling Ducts Outside Conditioned Spaces Average U -Factor (excludes skylights and one door) U: 0.25 X Not applicable, all ducts located in conditioned space Solar Heat Gain Coefficient (SHGC): 0.20 R -value MECHANICAL SYSTEMS Make-up Air Selecta Type Appliances Heating System Domestic Water Heater Cooling System Not required per mech. code Fuel Type Natural Gas Natural Gas Electric Passive Manufacturer Goodman 2 -stage Navien Goodman Powered Model 960804CNA NCB -240E Gsx130481A X Interlocked with exhaust device and make up air Input in BTUS: 80,000 Capacity in Gallons: 199,000 BTU Output in Tons: 4 Other, describe: Efficiency AFUE or HSPF% 96% 95% SEER /EER 13 Fantech installed MUAS 750 make up air unit in mech rm side wall Residential Load Calculation Hee Ing Loss Heating Gain Coo ing Load 73,759 28,183 46,870 750 CFM 8 II round duct MECHANICAL VENTILATION SYSTEM Navien tankless water heater to be used for both domestic hot water and in -floor heat. Select Type Combustion Air Select a Type X Not required per mech. code Passive Heat Recover Ventilator (HRV) Capacity In cfms: Low: High: Other, describe: X Energy Recover Ventilator (ERV) Capacity in cfms: Low: 100 High: 200 Location of duct or system: Balanced Ventilation capacity In cfms: Location of fan(s), describe: 3 bath 8OCFM, 1 mstr stool 50 CFM Cfm's Capacity continuous ventilation rate in cfms: - 100 " round duct OR Total ventilation (intermittent + continuous) rate In cfms: 200 " metal duct Ventilation, Makeup and Combustion Air Calculations Submittal Form for New Dwellings Site address 3? 7/ 2a le sac do owl. Date ) 2 —/ -- fg- Contractor /(4,2 / `jl,p., tr,, LLC Completed By rl tCyt 40/2.5o #--i 6 Ventilation Quantity (Determine quantity by using Table N1104.2 or Equation 11.1) Square feet (Conditioned area including basement—Total finished or unfinished) 'P -27C' 1, o-- Number of bedrooms i( S d required ventilation Continuous ventilation (o0O 3 510 Directions - Determine the total and continuous ventilation rate by either using Table N1104.2 or equation 11-1. The table and equation are below. Table N1104.2 Total and Continuous Ventilation Rates (in cfm) Number of Bedrooms 1 2 4 5 6 Conditioned space (in sq. ft.) Total! continuous Total/ continuous Total/ continuous Total! continuous Total! continuous Total! continuous 1000-1600 60/40 75/40 90/45 105/53 120/60 135/68 1501-2000 70/40 85/43 100/50 _ 115/58 130/65 145/73 2001-2600 80/40 95/48 110/55 126/63 140/70 165/78 2501-3000 90/45 105/53 120/60 135/68 150/75 166/83 3001-3500 . 100/50 115/58 130/6.5 145/73 160/80 . 176/88 3501-4000 110/55 125/63 140/70 165/78 170/85 185/93 120/60 135/68 150/76 _ 165/83 180/90 195/98 _4001-4500 4501-5000 130/66 145173 160/8 175/88 190/95 205/103 140170 165/78 170 85 185/93 200/100 215/108 _6001-5500 6501-6000 160/75 165/83 180/90 195/98 210/105 225/113 Equation 11-1 (0.02 x square feet of conditioned space) + [15 x (number of bedrooms + 1)] = Total ventilation rate (cfm) Total ventilation — The mechanical ventilation system shall provide sufficient outdoor air to equal the total ventilation rate average, for each one-hour period according to the above table or equation. For heat recovery ventilators (MRV) and energy recovery ventila- tors (ERV) the average hourly ventilation capacity must be determined in consideration of any reduction of exhaust or out outdoor air intake, or both, for defrost or other equipment cycling. Continuous ventilation - A minimum of 60 percent of the total ventilation rate, but not less than 40 cfm, shall be provided, on a con- tlnuous rate average for each one-hour period. The portion of the mechanical ventilation system Intended to be continuous may have automatic cycling controls providing the average flow rate for each hour is met. 1 RECEIVED SEP 3 0 7.f119 Section B Ventilation Method (Choose either balanced or exhaust) alanced, HRV (Heat Recovery Ventilator) ort (Energy [axhaust only (Continuous fan rating In cfm) ecov- ery Ventilator) — cfm of unit In low must not exceed continuous vena- Patton rating by more than 100%. Low -.--. Hioh cfm: Continuous fan rating In cfm (capacity must not exceed 10° Z(90 continuous ventilation rating by more than 100%) er41I Directions - Choose the method of ventilation, balanced or exhaust only. Balanced ventilation systems are typically HRV or ERV's. Enter the low and high ofm amounts. Low cfm air flow must be equal to or greater than the required continuous ventilation rate and less than 100% greater than the continuous rate. (For Instance, If the low cfm is 40 cfm, the ventilation fan must not exceed 80 cfm) Automatic controls may allow the use of a larger fan that is operated a percentage of each hour. Directions - The ventilation fan schedule should describe what the fan Is for, the location, cfm, and whether it is used for continuous or intermittentyentliation. The fan that Is chose for continuous ventilation must be equal to or greater than the low cfm air7a ng and less than 100% greater than the continuous rate. (For instance, If the low cfm Is 40 cfm, the continuous ventilation fan must not exceed 80 cfm.) Automatic controls may allow the use of a larger fan that is operated a percentage of each hour. Section ID Ventilation Controls Directions - Describe operation and control of the continuous and Intermittent ventilation. There should be ade uate detail for Ian reviewers and lnspec ors to verify design and Installation compliance. ReiatedTrades a so ne a equate detail for placement of controls and proper operation of the building ventilation. if exhaust fans are used for building ventilation, describe the operation and location of any controls, Indicators and legends. if : n ERV or HRV Is to be installed, describe how it will be installed. If It will be connected and Interfaced with the alrhandlin a ulpment please aescribe such connections as •e a e• in a menu ac urns ns allatlon Instructions. ns a lation instructions requ re or recommend the equipment to be Interlocked with the air handling equipment for proper operation, such Interconnection shall be made and described. / • CA(fria s ifi TRzno rG'av vore-woct,. 5Fitif 2 Ventilation Fan Description Location Continuous Intermittent - )9i V f e1 (n/ 0-9. j f,4 /20m- 5 . et? t- r/k1 I a (PI 11140-A r3.,*, .5/va. ( /2• S- c. F Directions - The ventilation fan schedule should describe what the fan Is for, the location, cfm, and whether it is used for continuous or intermittentyentliation. The fan that Is chose for continuous ventilation must be equal to or greater than the low cfm air7a ng and less than 100% greater than the continuous rate. (For instance, If the low cfm Is 40 cfm, the continuous ventilation fan must not exceed 80 cfm.) Automatic controls may allow the use of a larger fan that is operated a percentage of each hour. Section ID Ventilation Controls Directions - Describe operation and control of the continuous and Intermittent ventilation. There should be ade uate detail for Ian reviewers and lnspec ors to verify design and Installation compliance. ReiatedTrades a so ne a equate detail for placement of controls and proper operation of the building ventilation. if exhaust fans are used for building ventilation, describe the operation and location of any controls, Indicators and legends. if : n ERV or HRV Is to be installed, describe how it will be installed. If It will be connected and Interfaced with the alrhandlin a ulpment please aescribe such connections as •e a e• in a menu ac urns ns allatlon Instructions. ns a lation instructions requ re or recommend the equipment to be Interlocked with the air handling equipment for proper operation, such Interconnection shall be made and described. / • CA(fria s ifi TRzno rG'av vore-woct,. 5Fitif 2 Section E 0 Make-up air { Passive (determined from calculations from Table 501.3.1) Powered (determined from calculations from Table 501.3.1) nterlocked with exhaust device (determined from caic la on from Table 501.3.1) ttt' Other, describe QJ+ -Cf. tl<i� / Stt 176+'1 Location of rhrnf or system ventilation make-up air: Determined from make-up air opening table I cfm 7 5tJ l g ff Size and typeff9 rectangular, flex or rigid) Directions - In order to determine the makeup air, Table 501.3.1 must be filled out (see below). For most new installations, column A will be appropriate, however, If atmospherically vented appliances or solid fuel appliances are installed, use the appropriate column. For existing dwellings, see MC 501.3.3. Please note, if the makeup air quantity is negative, no additional makeup air will be re- quired for ventilation, If the value Is positive refer to Table 501,3.2 and size the opening. Transfer the cfm, size of opening and type (round, rectangular, flex or rigid) to the last line of section D. The make-up air supply must be installed per /MC 501.3.2.3. Table 501.3.1 PROCEDURE TO DETERMINE MAKEUP A R QUANITY FOR EXHAUST EQUIPMENT iN DWELLINGS (Additional combustion air will be required for combustion appliances, see KAIR method for calculations) One or multiple power vent or direct vent appliances or no combustion appliances Column A One or multiple fan- assisted appliances and power vent or direct vent appliances Column B One atmospherically vent gas or oil appliance or one solid fuel appliance Column C Multiple atmospherically vented gas or oil appliance: or solid fuel appliances Cofurnn D 1. a) pressure factor (cfmist) 0.15 0.09 0.06 0.03 b) conditioned floor area (sf) (Including unfinished basements) 4/5- 0 Estimated House Infiltration (cfm): (la xlbi pp 6g/ 2. Exhaust Capacity a) continuous exhaust -only ventilation system (cfm); (not applicable to balanced ventilation systems such as HRV) b) clothes dryer (cfm) 135 135 136 135 c) 80% of largest exhaust rating (cfm); Kitchen hood typically (not applicable N, if recirculating system or If powered makeup air Is electrically interlocked and match to exhaust) 4W d) 80% of next largest exhaust rating (cfm); bath fan typically (not applicable if recirculating system or If powered makeup air Is electrically Interlocked and matched to exhaust) Not Applicable Total Exhaust Capacity (cfm); (2a+2b+2c+2d) b ) 5- 3. Makeup Air Quantity (cfm) a) total exhaust capacity (from above) (015' b) estimated house infiltration (from above) l �' lU Makeup Air Quantity (cfm); [3a - 3b] (if value is negative, no makeup air is needed) ft' 4. For makeup Air Opening Sizing, refer to Table 501.4.2 / / k/i A. Use this column if there are other than fan -assisted or atmospherically vented gas or oil appliance or If there are no combustion appliances. (Power vent and direct vent appliances may be used.) B. Use this column if there Is one fan -assisted appliance per venting system. (Appliances other than atmospherically vented appliances may be included) C. 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. D. Use this column if there are multiple atmospherically vented gas or oil appliances using a common vent or if there are atmospherically vented gas or oli appliances and solid fuel appliances. 3 C� �o (di) RECEIVED SEP 30 2019 Table for New and Existing Dwellinguq c I tin-Lt- �` oP Table 501.3.2 Makeup Air Opening/ r Uv �e� Cr� / /line or multiple power' vent, direct vent appliances, or no / combustion applianc r._ColumpA� )One o multiple fan- assist°appliances and power vent or direct vent appii�nces Coli `m`�Column'- n B One atmospherically / vented gas or oil / appliance or one so 1 fuel appliance ' Multiple et osphericaily vented gas or oil appliances or solid fuel appliances Column D Duct diameter Passive opening 1 — 36 1-22 1 1 — 9 3 Passive opening 37 —66 23 — 1 16 28 10 —17 4 Passive opening 87 —109 42 — 6 § 46 18 — 28 6 Passive opening 110-163 67-100 47-69 29-42 8 Passive opening 164 — 232 101 —143 70 — 99 43 — 61 7 Passive opening 233 — 317 144 —196 100 —135 62 — 83 8 Passive opening w/motorized damper 318-419 196-268 136-179 84-110 9 Passive opening w/motorized damper 420 — 539 269 — 332 180 — 230 111 —142 10 Passive opening w/motorized damper • 640 — 6799 333x 231 — 290 143 —179 11 Powered makeup air >679 >419 >290 >179 NA Notes: A. An equivalent length of 100 feet of round smooth metal uct Is assumed. Subtract 40 et for the exterior hood and ten feet for each 90- degree elbow to determine the remaining length of straight duct allowable. B. if flexible duct is used, Increase the duct diameter by one inch. Flexible duct shall be slretc bd with minimal sags. Compressed duct shall not be accepted. C. Barometric dampers are prohibited in passive makeup air openings when any atmosphericaifyvented appliance Is Installed. D. Powered makeup air shall be electrically Interlocked with the largest exhaust system. Section F Combustion 114<lot required per mechanical code (No atmospheric or power vented appliances) If? ( 5( 4 fed (014.a/. G, D/1 t im Passive (see IFGC Appendix E, Worksheet E-1) Size and type Q Other, describe: Explanation - If no atmospheric or power vented appliances are installed, check the appropriate box, not required. If a power vented or atmospherically vented appliance installed, use IFGC Appendix E, Worksheet E-1 (see below). Please enter size and type. Combustion air vent supplies must communicate with the appliance or appliances that require the combustion air. Section F calculations follow on the next 2 pages. 4 Heating and ventilating systems RECEIVED SEP 30 ?P'? 80,000 BTU forced air furnace, Goodman 960804CNA In addition to the forced air furnace there will be a Navien NCB 240E, 199,000 BTU, direct vent boiler to provide in -floor heat and domestic hot water. 600 CFM kitchen hood exhaust 505.2 Makeup air required. Exhaust hood systems capable of exhausting in excess of 400 cfm (0.19 m3/s) shall be provided with makeup air at a rate approximately equal to the exhaust air rate. Such makeup air systems shall be equipped with a means of closure and shall be automatically controlled to start and operate simultaneously with the exhaust system. Fantech, MUAS 750, heated make up air unit, will be interlocked with the 600 CFM Kitchen Exhaust hood I. an/ Lit Ikt, # /6'3,i-4-7 RECEIVED OCT 0 9 2019 Elevating Excellence Sales and Service 1-888-815-4387 INSTALLATION CODE MINNESOTA DEPARTMENT OF LABOR & INDUSTRY AIL CONSTRUCTION CODES AND UCENSING ELEVATOR SAFETY SECTION ELV-1054363 RECEIVED OCT 142019 NORTON HOMES October 14,2019 City of Eagan 3930 Pilot Knob Rd Eagan, MN 55122 RE: Affidavit Regarding Post Footings at 3791 Lakeside Ct. ?/Zr i # /63He7 This note will attest that the three 6x6 post footings for the rear patio roof at 3791 Lakeside Ct were auger drilled down to a bottom of footing depth of 48 inches. The footing diameters for each of the three footings was 20 inches. Soil at the bottom of footing hole was compacted sandy clay suitable for supporting the weight load of the roof structure. Attested by: Patrick Hiller Partner, Norton Homes 18215 45th Avenue North Ste. D—Plymouth,MN 55446—Ph.763-559-2991 F.763-551-4999 www.nortonhomes.com r For Office Use • :::: : 0 Date Received: 3830 PILOT KNOB ROAD I EAGAN, MN 55122-1810 (651)675-5675 I TDD: (651)454-8535 I FAX: (651)675-5694 Staff: bu ildingi nspectionsna.citvofeacian.com 2019 RESIDENTIAL PLUMBING PERMIT APPLICATION f Date: / f/1&`11 Q °" 1 Site Address: 3-267 1 L4 Co' -T Tenant: Suite#: ReSkie0OWne, Name: Phone: Address/City/Zip: t ) yy) [� 7 113 Name: C� � PIA,v444'~ ) � �" `eG� License#: 1- Address: 1700) 7i, City: f✓' 9f L4 Y c Contractor State: P14 11 Zip: 5-C3-2Phone: 6/5-01-- go ^ S-6 2 3 Contact: 5�-�✓e Email: S) VeC 'I p WI+ /41� �r z s W'`'� Type ork )4New _Replacement _Repair _Rebuild _Modify Space _Work in R.O.W. Description of work: p� Tankless Water HeaterIrrigation( RPZ/ .> PVB) Standard Water Heater D@SCI' titin Add Plumbing Fixtures( Main/_Lower Level) p Water Softener Septic System Description: New Abandonment Connection to City Water from Well RESIDENTIAL FEES $60.00 Water Heater,Water Softener, or Water Heater and Softener(includes State Surcharge) $60.00 Lawn Irrigation (includes State Surcharge) $60.00 New fixtures, adding or removing piping (includes State Surcharge) $60.00 Septic System Abandonment $100.00 New Residential (fee collected with Building Permit) $115.00 New Septic System (includes County fee and State Surcharge) $60.00 Connecting to City Water from Well*+$290 for Meter and $190 for Radio Read =$540 *Sewer&Water Permit also required for connection charges TOTAL FEES$ CALL BEFORE YOU DIG. Call Gopher State One Call at(651)454-0002 for protection against underground utility damage. Call 48 hours before you intend to dig to receive locates of underground utilities. www.gopherstateonecall.orq You may subscribe to receive an electronic notification from the City of proposed ordinances by signing up for an email update on the City's website at www.citvofeagan.com/subscribe. I hereby acknowledge that this information is complete and accurate; that the work will be in conformance with the ordinances and codes of the City of Eagan; that I understand this is not a permit, but only an application for a permit, and work is not to start without a permit; that the work will be in accordance with the approved plan in the case of work which requires a review and approval of plan . (../cve x 54-e c C..)(48." X Applicant's Printed Name Applican s Sign ure Page 1 of 2 PERMIT City of Eagan Permit Type:Building Permit Number:EA168251 Date Issued:04/14/2021 Permit Category:ePermit Site Address: 3791 Lakeside Ct Lot:3 Block: 1 Addition: Lakeside Of Eagan PID:10-44305-01-030 Use: Description: Sub Type:Reroof Work Type:Replace Description:Does not include skylight(s) Census Code:434 - Residential Additions, Alterations Zoning: Square Feet:0 Occupancy: Construction Type: Comments:Please print pictures of ice and water protection and leave on site. We encourage you to retain an electronic copy of photos until the project passes a final inspection. *Roof permits issued between December and March will be inspected in the spring or when weather warms up. Valuation: 5,000.00 Fee Summary:BL - Base Fee $5K $118.00 0801.4085 Surcharge - Based on Valuation $5K $2.50 9001.2195 $120.50 Total: I hereby acknowledge that I have read this application and state that the information is correct and agree to comply with all applicable State of Minnesota Statutes and City of Eagan Ordinances. Contractor:Owner:- Applicant - Francis M & Denise T Carter 3791 Lakeside Ct Eagan MN 55123 Lb Solutions Llc 14061 Kings Ct Savage MN 55378 (952) 769-7922 Applicant/Permitee: Signature Issued By: Signature