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4225 Brookview Ct ��(PZD z— (C),- �� - Use BLUE or BLACK Ink ,- 1 For Office Use �� �f EaEd 1 Lo a� ) 1 Clt Permit#:lbPr I it Fee: V,. �.�. I 3830 Pilot Knob Road Eagan MN 55122 APR 1 9 201$ j (�� Date Received: Phone: (651)675-5675 I = 1 Fax: (651)675-5694 Staff: sk—o V 2016 RESIDENTIAL BUILDING PERMIT APPLICATION �1 Date: �"« "/ Site Address: "12�-� 1>r°0I(V)erJ �v Unit M 0✓Su►� Name:�L 141 1 �"� �� � Phone: Resident/ � :OWn @Y Address/City/Zip: �S i;Stoo ki)f&J Applicant is: Owner X Contractor �'1 C 3,,, s � Type of Work Description of work: N,6ntj 1400,4{ Construction Cost:_ Multi-Family Building: (Yes l /Noy__J � Compan y 06y.d` t�...�.,-�»,�_....,._....� Contact: Z-ta-._ Address: (/�ea�,5lrtiedrl� City: ,,�-°/�`6.4,, Contractor , Lo State: Zip: 5 13 Phone: Ol24I041M Email: I I License#: 13 ( 2 Lead Certificate#: If the project is exempt from lead certification, please explain why: I a 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? t Yes X' No If yes, date and address of master plan: Licensed Plumber: < (V t,. !,(Cti l.w.�)r.) Phone: S� ' 19- Mechanical Contractor: qIa./'t Oe_&noq Phone: r ' 514Z-0 1( 6 Sewer&Water Contractor: el C vc, Phone: 6 51 - oil - S s$ I � �� � Fire Suppression Contractor: _N Lp Phone: NOTE:Plans anal srrpporling a►ocumer�ts,ttat you submit are considered to be publ/c information, Portions of the information maybe classified a non public r`f you provide specific reasons that would permit the city to conclude that the are trade.secrets. CALL BEFORE YOU DIG. Call Gopher State One Call at(651)454-0002 for protection against underground utility damage. Call 48 hours before you intend to dig to receive locates of underground utilities. www.cgopherstateonecall,om I hereby acknowledge that this information is complete and accurate;that the work will be in conformance with the ordinances and codes of the City of Eagan; that I understand this is not a permit, but only an application for a permit, and work is not to start without a permit; that the work will be in accordance with the approved plan in the case of work which requires a review and approval of plans. Exterior work authorized by a building permit issued in accordance with the Minnesota State Building Code must be completed within 180 days of permit issuance. x On A.. L—r 'wfot- x Applicant's Printed Name Applicant's Signature Page 1 of 3 DO NOT WRITE BELOW THIS LINE ;2S„ SUB TYPES Z2-' 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 Valuation Occupancy fjA,t MCES System Plan Review Code Edition - SAC Units (25%_ 100% ) Zoning City Water Census Code Stories Booster Pump #of Units Square Feet PRV #of Buildings Length Fire Suppression Required Type of Construction Width ',I REQUIRED INSPECTIONS Footings (New Building) Meter Size: Footings (Deck) Final/C.O. Required Footings (Addition) Final/No C.O. Required Foundation HVAC_Gas Service Test Gas Line Air Test Roof:_Ice &Water _Final Pool: Footings _Air/Gas Tests _Final Framing Drain Tile Fireplace: Rough inf Air Test Final Siding:_Stucco Lat Stone Lat _Brick Insulation Windows X Sheathing Retaining Wall: _Footings_ Backfill T Final Sheetrock -)< Radon Control Fire Walls Fire Suppression: _Rough In,Final Braced Walls Erosion Control Shower Pan Other: Reviewed By: , Building Inspector RESIDENTIAL FEES s ""% V C)Z I Base Fee n _ Surcharge . j U l �� �Ot t F Plan Review MCES SAC City SAC Utility Connection Charge r S&W Permit& Surcharge Y ., l� S / Treatment Plant '� 've Copies �L,J TOTAL x " L4 I9 � , New Construction Energy Code Compliance Certificate Per R401.3 Certificate.A building certificate shall be posted on or in the electrical distribution [Date Certlflcate Posted panel. Mailing Address of the Dwelling or Dwelling Unit City � ° 4225 Brookview Ct Eagan Mewnwa s•ta conanowiNo Name of Residential Contractor MN License Number Thorson Homes Et I� U THERMAL ENVELOPE RADON CONTROL SYSTEM Type:Check All That Apply Passive(No Fan) `o m A e tN�h rarr and n0rrBl9W er odw n c syatemmor�rit�devha) m m ° Location(or future location)of Fan: p1 t[I U C Y m _ tL U —y o v m 0 7 Q lb (O N C M C CU C N W G LL 2 U Insulation Location CL ° Z m m U O w N m `o rn Q' E E t°- o v ° u- U- - o z u U. E E Other Please Describe Here Below Entire Slab Foundation Wall 16 Perimeter of Slab on Grade Rim Joist(1st Floor) (� Rim Joist(2nd Floor+) Wall Ceiling,flat Ceiling,vaulted Bay Windows or cantilevered areas Floors over unconditioned area Describe other insulated areas 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: X Not applicable,all ducts located in conditioned space Solar Heat Gain Coefficient(SHGC): 2 R-value MECHANICAL SYSTEMS Make-up Air Select a Type Appliances Heating System Domestic Water Cooling System X Heater Not required per meth.code Fuel Type NAT GAS �) R410A 1� Passive Manufacturer CARRIER o } CARRIER Powered 69SC5A080 ry� 24ABB342 Interlocked with exhaust device. Model i� 7� , Describe: Input in Capacity Output Other,describe: Rating or Size BTUS: 80,000 n Gallons: tS in Tons: 3.5 AFUE or v SEA Location of duct or system: Efficiency HSPF%n 95A 1EER 13 Residential Load Calculatii Heating Loss Heating Gain Cooling Load 67,908 37,785 3.15 Cfm's "round duct OR MECHANICAL VENTILATION SYSTEM 1 "metal duct Describe any additional or combined heating or cooling systems if installed:(e.g.two furnaces or air Combustion Air Select a Type source heat pump with gas back-up furnace): Not required per mech.code Select Type X Passive Heat Recover Ventilator(HRV) Capacity in cfms: Low: High: I Other,describe: Energy Recover Ventilator(ERV)Capacity in cfms: Low: 83 High: 1 165 Location of duct or system: Balanced Ventilation capacity in cfms: MECHANICAL ROOM Location of fan(s),describe: I jCfm,s Capacity continuous ventilation rate in cfms: 5 "round duct OR Total ventilation(intermittent+continuous)rate in cfms: 4 "metal duct Thorson Homes,4225 Brookview Ct,Eagan 2015 Mechanical & Energy Code —Ventilation, Makeup, and Combustion Air Calculations Ventilation Quantity (Determine quantity by using Table R403.5.2 or Equation R403.5..2,2015 Minnesota Energy Code) Square feet(Conditioned area including 4093 165 Basement—finished or unfinished) Total required ventilation 4 83 Number of bedrooms Continuous ventilation Directions-Determine the total and continuous ventilation rate by either using Table N1104.2 or equation 11-1. Insert the square footage, total required ventilation and continuous ventilation in the Mechanical Submittal form. The table and equation are below. Table R403.5.2 2015 Minnesota Energy Code Total and Continuous Ventilation Rates(in cfm) Number of Bedrooms 1 2 3 4 5 6 Conditioned space(in Total/ Total/ Total/ Total/ Total/ Total/ sq.ft.) continuous continuous continuous continuous continuous continuous 1000-1500 60/40 75/40 90/45 105/53 120/60 135/68 1501-2000 70/40 85/43 100150 115/58 130/65 145/73 2001-2500 80/40 95/48 110155 125/63 140/70 155/78 2501-3000 90/45 105/53 120/60 135/68 150/75 165/83 3001-3500 100150 115/58 130/65 145/73 160/80 175/88 3501-4000 110155 125/63 140/70 155/78 170/85 185/93 4001-4500 120/60 135/68 150/75 1" 180/90 195/98 4501-5000 130/65 145/73 160/80 175/88 190/95 205/103 5001-5500 140/70 155/78 170/85 185/93 200/100 215/108 5501-6000 150/75 165/;83 1 180/90 1 195/98 210/105 225/113 Equation R403.5.2 2015 Minnesota Energy Code (0.02 x square feet of conditioned space)+ [15 x(number of bedrooms+ 1)]=Total ventilation rate(cfm) Example: (0.02 x 3000)+[15 x(3+ 1)] =Total ventilation rate= 120 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 (HRV)and energy recovery ventilators(ERV)the average hourly ventilation capacity must be determined in consideration of any reduction of exhaust or outdoor air intake,or both,for defrost or other equipment cycling. Continuous ventilation -A minimum of 50 percent of the total ventilation rate, but not less than 40 cfm, shall be provided, on a continuous rate average for each one-hour period. The portion of the mechanical ventilation system intended to be continuously may have automatic cycling controls providing the average flow rate for each hour is met. 1 Thorson Homes,4225 Brookview Ct,Eagan Directions-In order to determine the makeup air for ventilation, Table 501.4.1 must be filled out(see below). For most new installations, column A will be appropriate, however, if kitchen hoods exceed 300 cfm, atmospherically vented appliances or solid fuel appliances are installed, use the appropriate column. Please note, if the makeup air quantity is negative, no additional makeup air will be required for ventilation, if the value is positive refer to Table 501.4.2 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 ventilation make-up air supply must communicate with the exhaust appliances. Table 501.4.1, 2015 Minnesota Mechanical Code PROCEDURE TO DETERMINE MAKEUP AIR QUANITY FOR EXHAUST APPLIANCES IN DWELLING UNITS Additional mak up air will be required for combustion appliances,see KAIR method for calculations One or multiple power One or multiple fan- One atmospherically Multiple vent or direct vent assisted appliances vented gas or oil atmospherically appliances or no and power vent or appliance or one solid vented gas or oil combustion appliances direct vent appliances fuel appliance appliances or solid fuel appliances Column A Column B Column C Column D 1.Enter the Appropriate Column to Estimate House Infiltration a)pressure factor 0.15 0.09 0.06 0.03 (cfm/so b)conditioned floor area(sf) 4093 (including unfinished basements Estimated House Infiltration(cfm): 614 [1a x 1b] 2.Exhaust Capacity a)clothes dryer(cfm) 135 135 135 135 b)80%of largest exhaust rating (cfm);80 64 (not applicable if recirculating system or if powered makeup air is electrically interlocked and match to exhaust c)80%of next largest exhaust rating(cfm);80 (not applicable if recirculating 64 system or if powered makeup air is electrically interlocked and matched to exhaust Total Exhaust Capacity(cfm); 263 2a+2b+2c 3.Makeup Air Quantity(cfm) a)total exhaust capacity(from 263 above b)estimated house infiltration(from 614 above Makeup Air Quantity(cfm); [3a—3b] -351 (if value is negative,no makeup air is needed 4.For makeup Air Opening Sizing, N/A refer to Table 501.4.2 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 also 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 oil appliances and solid fuel appliances. Be advised: 2015 Minnesota Mechanical Code, Section 505.2, Installation of exhaust hood systems capable of exhausting in excess of 400 cfm shall be provide 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. 3 Thorson Homes,4225 Brookview Ct,Eagan IFGC Appendix E,Worksheet E-1 Residential Combustion Air Calculation Method for Furnace,Boiler,and/or Water Heater in the Same Space) Step 1:Complete vented combustion appliance information. Furnace/Boiler: _Draft Hood _ Fan Assisted X Direct Vent Input: 80.000 Btu/hr (not fan-assisted &Power Vent Water Heater: _Draft Hood X Fan Assisted _Direct Vent Input: 75.000 Btu/hr (not fan-assisted &Power Vent Step 2:Calculate the volume of the Combustion Appliance Space(CAS)containing combustion appliances. The CAS includes all spaces connected to one another by code compliant openings. CAS volume: 1952 ft3 Step 3:Determine Air Changes per Hour(ACH)l Default ACH values have been incorporated into Table E-1 for use with Method 4b(KAIR Method).If the year of construction or ACH is not known,use method 4a Standard Method). Step 4:Determine Required Volume for Combustion Air. 4a.Standard Method Total Btu/hr input of all combustion appliances(DO NOT COUNT Input: 75.000 Btu/hr DIRECT VENT APPLIANCES) Use Standard Method column in Table E-1 to find Total Required TRV: 3750 ft, Volume(TRV) If CAS Volume(from Step 2)is greater than TRV then no outdoor openings are needed. If CAS Volume(from Step 2)is less than TRV then go to STEP 5. 4b.Known Air Infiltration Rate(KAIR)Method Total Btu/hr input of all fan-assisted and power vent appliances Input: Btu/hr (DO NOT COUNT DIRECT VENT APPLIANCES) Use Fan-Assisted Appliances column in Table E-1 to find RVFA: ft3 Required Volume Fan Assisted(RVFA) Total Btu/hr input of all non-fan-assisted appliances Input: Btu/hr Use Non-Fan-Assisted Appliances column in Table E-1 to find RVNFA: ft' Required Volume Non-Fan-Assisted(RVNFA) Total Required Volume(TRV)=RVFA+RVNFA TRV= + - ft If CAS Volume(from Step 2)is greater than TRV then no outdoor openings are needed. If CAS Volume from Step 2)is less than TRV then go to STEP 5. Step 5:Calculate the ratio of available interior volume to the total required volume. Ratio=CAS Volume(from Step 2)divided by TRV(from Step 4a or Step 4b) Ratio= 1952 / 3 750 = .52 Step 6:Calculate Reduction Factor(RF). RF=1 minus Ratio Ratio RF=1- .52 - .48 Step 7:Calculate single outdoor opening as if all combustion air is from outside. Total Btu/hr input of all Combustion Appliances in the same CAS Input: 75,000 Btu/hr (EXCEPT DIRECT VENT) Combustion Air Opening Area(CAOA):Total Btu/hr divided by 3000 Btu/hr per in2 CAOA= 75 000 /3000 Btu/hr per in2= 25 in2 Step 8:Calculate Minimum CAOA. Minimum CAOA=CAOA multiplied by RF Minimum CAOA= 25 x .48 - 12 in2 Step 9:Calculate Combustion Air Opening Diameter(CAOD) CAOD=1.13 multiplied by the square root of Minimum CAOA CAOD=1.13 4 Minimum CAOA= 3.91 in 1 If desired,ACH can be determined using ASHRAE calculation or blower door test.Follow procedures in Section G304. Although this worksheet, IFGC Appendix E,Worksheet E-1 and the following worksheet, IFGC Appendix E,Table E-1, is referenced in the 2015 Minnesota Fuel Gas Code, these worksheets were not included in the published copy. 4" Hard Pipe 5" Flex 5 I I I i I Walker Residence HVAC Load Calculations for Thorson Homes RHI/A w 4rILC i f i I i i I i R�slDgrt`r�AL HVtAC LoADs i i i Prepared By: I Josh Schindele Flare Heating&Air Conditioning 9303 Plymouth Ave N Golden Valley,MN 55427 763-542-1166 Wednesday,March 23,2016 t Rhvac is an ACCA approved Manual J and Manual D computer program. Calculations are performed per ACCA Manual J 8th Edition, Version 2, and ACCA Manual D. i Rhvac-Residential&Light Commercial HVAC Loads Elite Software Development,Inc. Place Heating&A/C Inc. Walker Residence Golden Valley,MN 55427-3700 Page 2 Project Report A__erjeial` ,o ec fo` n .em=u Project Title: Walker Residence Designed By: Josh Project Date: Wednesday, March 23, 2016 Client Name: Thorson Homes Company Name: Flare Heating&Air Conditioning Company Representative: Josh Schindele Company Address: 9303 Plymouth Ave N Company City: Golden Valley, MN 55427 Company Phone: 763-542-1166 Company Fax: 763-542-3101 Company E-Mail Address: jschindele @flareheating.com Company Website: www.flareheating.com [0 66 eli Data..f G , Reference City: Minneapolis/St. Paul AP, Minnesota Building Orientation: Front door faces East Daily Temperature Range: Medium Latitude: 44 Degrees Elevation: 834 ft. Altitude Factor: 0.970 Outdoor Outdoor Outdoor Indoor Indoor Grains Dry Bulb Wet Bulb Rel.Hum Rel.Hum Dry Bulb Difference Winter: -16 -16.32 n/a n/a 72 n/a Summer: 93 71 34% 50% 72 22 €� :,I U{ !7:e.. `v�#' ''* '�',•#��§y'=4t4� Y u^3''e4 " Total Building Supply CFM: 1,466 CFM Per Square ft.: 0.358 ! Square ft. of Room Area: 4,093 Square ft. Per Ton: 1,300 Volume(ft')of Cond.Space: 36,941 Total Heating Required Including Ventilation Air: 67,908 Btuh 67.908 MBH Total Sensible Gain: 31,679 Btuh 84 % Total Latent Gain: 6,106 Btuh 16 % Total Cooling Required Including Ventilation Air: 37,785 Btuh 3.15 Tons(Based On Sensible+ Latent) Rhvac is an ACCA approved Manual J and Manual D computer program. Calculations are performed per ACCA Manual J 8th Edition, Version 2, and ACCA Manual D. All computed results are estimates as building use and weather may vary. Be sure to select a unit that meets both sensible and latent loads according to the manufacturer's performance data at your design conditions. i i i ! i I ! ! i \\flaresbs\company...\Thorson Homes, Walker Residence.rh9 Wednesday, March 23, 2016, 10:22 AM Rhvac-Residential&Light Commercial HVAC Loads Elite Software Development,Inc_-7j: Flare Heating&A/C Inc. Walker Residence i Golden Valley,MN 55427-3700 Page 3 �nT�Aot alBuilding Summary Loads bescilp 2A-v-o: Glazing-Double pane low-e(e=0.60), operable 461 14,198 0 15,000 15,000 window, vinyl frame, outdoor insect screen with 50% coverage, u-value 0.35, SHGC 0.36 11N: Door-Metal -Polystyrene Core 40 1,232 0 448 448 15BO-10sf-8: Wall-Basement, , R-10 board insulation to 1256 5,527 0 0 0 floor, no interior finish,8'floor depth 12F1-Osw: Wall-Frame, R-21 open cell 1/2 lb. spray foam 163 933 0 226 226 insulation in 2 x 6 stud cavity, no board insulation, siding finish,wood studs 15BO-10sf-4:Wall-Basement, , R-10 board insulation to 30 158 0 9 9 floor, no interior finish,4'floor depth s 12F-Osw: Wall-Frame, R-21 insulation in 2 x 6 stud 2373 13,574 0 3,285 3,285 ' cavity, no board insulation, siding finish,wood studs 16B-50: Roof/Ceiling-Under Attic with Insulation on Attic 1440 2,534 0 1,613 1,613 Floor(also use for Knee Walls and Partition Ceilings), Vented Attic, No Radiant Barrier, Dark Asphalt Shingles or Dark Metal, Tar and Gravel or Membrane, R-50 insulation 21A-20: Floor-Basement, Concrete slab, any thickness, 2 1373 3,262 0 0 0 or more feet below grade, no insulation below floor, any floor cover, shortest side of floor slab is 20'wide 20P-30: Floor-Over open crawl space or garage, Passive, 67 206 0 38 38 R-30 blanket insulation, any cover i Subtotals for structure: 41,624 0 20,619 20,619 People: 5 1,000 1,150 2,150 Equipment: 683 3,430 4,113 Lighting: 0 0 0 Ductwork: 0 0 0 0 Infiltration: Winter CFM: 262, Summer CFM: 223 24,647 3,223 4,997 8,220 Ventilation: Winter CFM: 83, Summer CFM: 83 1,637 1,200 391 1,591 Exhaust: Winter CFM: 290, Summer CFM: 290 j AED Excursion: 0 0 1,092 11092 Total Building Load Totals: 67,908 6,106 31,679 37,785 I Total Building Supply CFM. 1,466 CFM Per Square ft.: 0.358 Square ft. of Room Area: 4,093 Square ft. Per Ton: 1,300 Volume(ft3)of Cond. Space: 36,941 Total Heating Required Including Ventilation Air: 67,908 Btuh 67.908 MBH Total Sensible Gain: 31,679 Btuh 84 % Total Latent Gain: 6,106 Btuh 16 % Total Cooling Required Including Ventilation Air: 37,785 Btuh 3.15 Tons(Based On Sensible+Latent) fi ,fi k Rhvac is an ACCA approved Manual J and Manual D computer program. Calculations are performed per ACCA Manual J 8th Edition, Version 2, and ACCA Manual D. All computed results are estimates as building use and weather may vary. Be sure to select a unit that meets both sensible and latent loads according to the manufacturer's performance data at your design conditions. \\flaresbs\company...\Thorson Homes, Walker Residence.rh9 Wednesday, March 23, 2016, 10:22 AM _ City Inspection Dept. Copy City of Eagan City Forester Copy Applicant/Builder Copy #11131# UAL" 'ESMOMAk i fiREE E1 61'T'' ITY OF EAGARE sroi # (BUILDER, PLEASE READ ATTACHMENTS) Development Case Estates Lot Number 3 Block Number 1 Address 4225 Brookview Ct. Builder Thorson Homes, Inc. Phone Number: 612-810-3597 Contact: Brian Thorson Tree Protection Requirements: X Tree Protection Fencing Installed on Site(Erosion tubes) Oak Tree Pruning (Immediately seal wounds during April 1 to July 31) Therapeutic Pruning Required Retaining Wall To Be Installed Other: Replacement Trees: Not Required X As Follows: Two(2)Category B trees(>=2.5" caliper deciduous trees, or>= 6' hgt coniferous tree or clump deciduous tree). Per approved Tree Mitigation Plan install two(2)2.5" Autumn Blaze Maple trees in front yard. n `� i Attachments: EAGAN FORESTRY DIVISION ISION X Yes (Refer to atta hAd4►3uu EWM s) ti✓ �+ No GY � BY Additional Notes: DATE. H:\ghove=16file\treepres\Tree Preservation Plan Case Estates Lot 3 Block Existing o House 1 °• R.O.W. Garage s �--- -- - o--T- ---� N89054'35aE L 144.25 I ---BB---r Benchmark: I 1 cast X1101'4 top of spike p+A 3 I 4X 'ri X 107.4 x owl x�i. x 1101.: x 801: elevation - 850.29 , �'+ 8144 x alas "a ew9N I IXia ' eae.7 `` '7 x eer.z (116211} to xesai °esm. esue (OL/)42.00 MA L-60.46 .. �A 40.5p(D x to 1�07'leeeo-n- gesso-- �0 ---o+-----}O-- -- _-�N ewe0i< I ro x sav 1 I ;Kara e x seoa 10 awe Z t(3 5 ('x e x esu / ^I X eeeY I 1 t7 ies7.7x aa.a Xx 1 3.00 x mt.o X 111:.11 ' s X:117.0 l O sk /yam 1 X ems esi+ X x ess.+ N �~�^ 1 H II I A I v F- 4.00 X M I O TO LO CQa o / €I e- + I W N I 3 O $ 1- 1110:%see 1550 0 ( �� I,[ .' I 1111117 es`4X A m y> ! 1a cc 0A7 I O Z 5 ee2a 1 8 deck/ N g ( a W h y I Q� X we Xas�.i X 1 If� jyO I on a I >< ad/ 2.0 aS ( alts N o 30.5 c l an7 X \ x a171j4 x /N i I I) I I a l ` 1 24.50 I I---Iixt><- as= 1 I I I X anw n j x ee7� 31.86 I I 1 5 ( x eesx �,. i 157 eu7 42.69 ( N\ Bete i °°'° it down `. xeast X mab+tm++4ti pe. X111aa Benchmark: s7+s x aee.z of Ike eNS x + X �o top of rsp= 852.95 cr 117. 2 X 117:.1j, ar'�o X Bess a G N7ge3e vacant A r ll �r 1 rGG Psi (,� �w 7 1sr Denotes e.,4.. Lot area 12001 SF ® D..t-tewvldm box Lowest floor elevation per grading plan:847.0 House area 2253 SF ■ Devotee elsotrb box Porch area-153 SF ❑e 0enotee td phone bm Ha�aey eI-bons ,epoaed)/As-butt Sklewal k area-87 SF X 0D0.00 paroles.,devotion ortvsrwy area.808 SF {000.00) knotee premed ek-tlw Lowest Floor Elevation :{8474} Told Impervteus Ana 3402 SF Denotes draNege now dkeotk. Top Of Foundation Elev. BuBdN+p 'Co9eP�a8e�20. A am.pan, Garage Slab Elay.O Door:(1165,8) / Cenatmatinn Net,- 1.Install rock construction entrance. 2.Instal alt fence as needed for erosion central. 3.Sidewalks shall drain away from house a minimum of 1.Ot 4.Con traMa must verify driveway deai9n. 5.Contractor must verify s g.salvation prior to eonstraction. 5.Add or remove foundation ledge as required. Scale: 1' 20' Galaral Notes: Benchmark: 1.Grading plan by KJ Walk last dated 5/5/15 was used to determine proposed Ws hereby:certify to Thereon Homo Inc that th4 surveyy,pied or Top Nut Hy�ant devatlone shown herein. report woo prepared by me or under my direct supsrNslon,and that I Lob 5-6 Block 1 2.This survey does not purport to show Improvement or encroachments, am a duly licensed Land Surveyor under the laws of the State of Elevation-855.57 except as shown,as surveyed by me or under my direct supervision. Minnesota,dated 04/07/16. 3.Proposed building dimensions drown are for horizontal location of structures on the lot only.Contact builder prtor to canatruction for approved construction plans. Signed: I seer veering,P.A. 'rho No specific Sofia Investigation has been performed on this lot by the surveyor. suitability of sots to support the specific house proposed is not the reponalblity of the surveyor. W 9 5.Tints certiffoote dam not purport to show easements other then them shown PR er& son, ro one n rwyor on the recorded plat, Minnesota Ucense Na 42299 emol-phawkineonOpbne -g.eam 6.Bearings shown are bused an an assumed datum. � Berri ,PA Lot 3. Block 1. PI + CASE ESTATES Certificate of Survey for: aw.weeeea www.uew, rxm.ar.,m uwr.,.meece according to the recorded plot thereof Thorson Homes Inc z4zz Drive Ph.:(650681-1914 Dakota County, Minnesota Mmdoo Hdg7w�sv ssltiD rwc t6ib 6/1.94b1 4466 wadastvoad l)r wrr:rplaasaapgcem Address: Brookview Court, Eagan,Minnesota Essn,M4 55123 House Model: Elevation; Pbow(65l)454AW4JPiuc(651)405-9437 %Zrojout#115277004 Fol4rp;7856Dnw4oy:M? Buyer; Walker a Monoa.Ensimenag _.... .. i ME V W c d to v W a a 8 9 a y W m a O N ac �o d `1O' 1 D N N OO C X E_ L d W A IJJ W eov-w c a a c E 3 1 40 s0 120 1-2 Vo4r '- 3-1:Fair ... _. ....-.. —__"_• -- Y; R';DIP CI,2 VV1�1 -- o4AxsF mxsmucnai FErra —I-- ALONG EOONOMTOFONgE mEO '- - }"—� - �-=�'T� 1-�. � M�ATOSFRVEASiREFMOfLC110H _ 1 v \v \ I I A� -1 ----- to o® -- Ad OIN SL 5 rAF AtLu to� � a I LOT SURVEY CHECKLIST FOR RESIDENTIAL BUILDING PERMIT APPLICATION PROPERTY LEGAL: 41 DATE OF SURVEY: 7 �� LATEST REVISION: m c ea t U O z Q DOCUMENT STANDARDS 0 0 • Registered Land Surveyor signature and company fw ❑ ❑ • Building Permit Applicant "e ❑ ❑ • Legal description 1z 0 ❑ • Address ,g ❑ ❑ • North arrow and scale ,a° ❑ ❑ • House type(rambler,walkout, split w/o,split entry, lookout,etc.) ,B 0 ❑ • Directional drainage arrows with slope/gradient% ,B ❑ ❑ • Proposed/existing sewer and water services&invert elevation ❑ 0 • Street name 0 0 • Driveway(grade&width-in R/W and back of curb, 22' max.) '0 ❑ ❑ • Lot Square Footage ,B• 0 ❑ • Lot Coverage ELEVATIONS Existing ❑ ❑ Property corners ',Iz 0 ❑ e Top of curb.at the driveway and property line extensions ❑ 0 • Elevations of any existing adjacent homes ❑ ❑ • Adequate footing depth of structures due to adjacent utility trenches 0 W ❑ • Waterways(pond, stream,etc.) Proposed ❑ 0 • Garage floor 0 ❑ • Basement floor A' ❑ ❑ • Lowest exposed elevation(walkout/window) 'z ❑ ❑ • Property corners '' ❑ 0 • Front and rear of home at the foundation PONDING AREA(if applicable) ❑ ❑ Easement line ❑ ,� ❑ NWL ❑ .0' 0 • HWL 0 0 • Pond#designation ❑ 0 • Emergency Overflow Elevation ❑ ,r'( • Pond/Wetland buffer delineation Y • Shoreland Zoning Overlay District Y Conservation Easements DIMENSIONS fd'. 0 ❑ Lot lines/Bearings&dimensions 0 ❑ • Right-of-way and street width(to back of curb) ref ❑ 0 • Proposed home dimensions including any proposed decks,overhangs greater than 2',porches,etc. (i.e. all structures requiring permanent footings) 0 0 • Show all easements of record and any City utilities within those easements 0 0 • Setbacks of proposed structure an ' yar setback of adjacent existing structures T ❑ 0 • Retaining wall requirements: Reviewed By: Date G1FORMSBuilding Permit Application Rev.11-26-04 i i K Ui C--, 3.1 "Smir-nurn G1epes Ur' `is _rYtt iitl�Wail Will Existing � House Be Required O 1 .. R.O.W. Garage � �--- ----- 5C.0 ----i- ---� N89°54'35"E L 144.25 ---- 8 'B ---r Benchmark: X 851.0 851.0 { X 1152.1 top of spike 4X X 857.4 X 855.1 elevation = 850.29 e52.1 851.1 O 850.4 x 850.1 0 e49.2 M 858.7 X 853.1 X 857.7 X851.2 \ P`849.3 N 840.2 852.5 \ X 857.8 854.9 852.8 ( 855,1 Bs,.6 (852.1) 42.00 \` 850.3 (851.1) 60.46 a"3 X 860.7 _ v 849.8 849.6 00(O X852.6 10 to O e:7.2 8592X853.000*856.0 O - N- - - - - - - - - - - - 849.8011 I cli 01 X 859.3 :K I050.5 X 850.3 10 849.8 Z Ln 5 I X 659.6 I ------- -852.3 --- 1 X 6S .0 0 859.6 X 854.2 85 9 .51 ' I I JC 857.7X I 32.00 i �(9528 X851.0 X850.6 / 8504.4 � I X 4.6 ^ X 9M. In I O I X857.0 O i �I X� / ^ I I 1 ° I :a l / /�/n O X 860.5 859!1 X 8314. X653.1 I N 1 // a5o IN -I - -- 41.8 --- ---- o LL M r // b50.8 (V�• 4.00 0=M �'6 8 3.1 x 851.6 I O a- a a U 3 a � I o I a I MA 'q a oN / I LO N �' � °' N I IW c 8 3.1 O � ! v �--- ---- ---- - 6.00 851.3_'C I I 853\ 15.50 L��J I Y Q I tea. ' 11 j, 858.0 X X 852.6 853 /0 ! O I O 853.4 X `0 o X 959.7 I °d`h Z =' I g deck o N m 3 00 40 I l7. X 86 7 j 8620 0 N O? X 85J3 O X 8 2.1 to 1/ 0 I M v _ a I W O d 851.9 7171 cc I 853.4 X N 853.5 1 ----- 30.5 O ( It X 853.7 O ( 10 ( I Mw-C , I'm 1.6 X 857.E /C14 or■ 24.50 3.2 I - _ tP 852.6 852.2 ^ { B65.81 X 867.4 I j X 8574 _ 30 31.$6 N 852.3 I I _ 6g (� 5 I X866.3 859.8 I 85 853.7 42• 3.5) \\\ X853.1 852.9 tlHoid down grade to (854.5) maintain 4.1 slope. X 68.9 X 853.2 X 853.5 Benchmark: 666.2 X9564855.0 top of spike 871.2 x 660.3 elevation = 852.95 O X 865.1 117.02 S� X 868.2 �+' J7 67,.2 , g" G X 873.7 I N79°ZG '1 ^ Vacant JJA J ct {By - Llu�.' EAGAN ENGINEERI NG ULj1I". Denotes service Lot area =12001 SF Denotes television box Lowest floor elevation per grading plan :847.0 House area =2253 SF Denotes electric box Porch area =153 SF Denotes telephone box House elevations (Proposed) / As-built Sidewalk area =87 SF X 000.00 Denotes existing elevation Driveway area =909 SF Lowest Floor Elevation :(847.4) / Total Impervious Area =3402 SF ( 000.00 ) Denotes proposed elevation Impervious Coverage =28.3% Denotes drainage flow direction Top Of Foundation Elev. ;(8 ,2) / Building Coverage=20.0% A Denotes spike Garage Slab Elev. ® Door ;(855.8) / Construction Notes: 1. Install rock construction entrance. 2. Install silt fence as needed for erosion control. 3. Sidewalks shall drain away from house a minimum of 1.0% 4. Contractor must verify driveway design. 5. Contractor must verify service elevation prior to construction. 6. Add or remove foundation ledge as required. Scale: 1" = 20' General Notes: Benchmark: 1. Grading plan by KJ Walk last dated 5/5/15 was used to determine proposed We hereby certify to Thorson Homes Inc that this survey, plan or Top Nut Hydrant elevations shown herein. report was prepared by me or under my direct supervision, and that I Lots 5-6 Block 1 2. This survey does not purport to show improvements or encroachments, am a duly licensed Land Surveyor under the laws of the State of Elevation = 855.57 except as shown, as surveyed by me or under my direct supervision. Minnesota, dated 04/07/16. 3. Proposed building dimensions shown are for horizontal location of structures on the lot only. Contact builder prior to construction for approved construction plans. Signed: 7.o eer En ineering, P.A. Revisions:4. No specific soils investigation has been performed on this lot by the surveyor. 1.)0412-16 Stake house The suitability of soils to support the specific house proposed is not the BY: responsibility of the surveyor. 5. This certificate does not purport to show easements other than those shown eter Hawkinson, Professional Land Sur veyor on the recorded plat. Minnesota License No. 42299 email-phawkinson®pioneereng.com 6. Bearings shown are based on an assumed datum. PIONEER Lot 3, Block S P.A. CASE ESTATES Certificate of Survey for: CIVIL ENGINEERS LAND PLANNERS LAND S(IRVEYORS LANDSCAPE ARCNITF.CI'S according to the recorded plat thereof Thorson Homes Inc 2422 Enterprise Drive Ph.:(651)681-1914 Dakota County, Minnesota Mendota Heights,MN 55120 Fax:(651)681-9488 4466 Wedgewood Dr www.pioneereng.com Address: Brookview Court, Eagan, Minnesota Eagan,MN 55123 House Model: Elevation: Phone:(651)454-0644/Fax:(651)405-9437 Project#:115277004 Folder#:7866 Drawn by:MTW Buyer: Walker ©Pioneer Engineering City EaPp Address: 4225 Brookview Ct Permit #: 136252 The following items were / were not completed at the Final Inspection on: ` . /(C Final grade - 6" from siding Permanent steps — Garage Permanent steps — Main Entry vz Permanent Driveway v Permanent Gas Retaining Wall or 3:1 Max Slope v/7 Sod / Seeded Lawn Trail / Curb Damage Porch Lower Level Finish Deck Fireplace • 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. 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