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4229 Brookview Ct f// /�1 - p (� Use BLUE or BLACK Inky ,. ` / 3 9� r For Office Use ______ /00 © 6 —I Cityof E� an5g'.-------------------,(-4'-; :::: t .. . l er _9 " 3830 Pilot Knob Road CCI M Eagan MN 55122 Date Received: l 0' -1 Phone: (651)675-5675 /�, Fax:( 651)675-5694 Staff: J 501 Lk) 2016 RESIDENTIAL BUILDING PERMIT APPLICATION Date: j o J (q-it Site Address: N Z 2 ) qr"` '/4 to- Cwt Unit#: -A t Name: ( I�1(d,�'o� w►fnld Phone: 6s-1-1111,-0‘01 � � resident/ ; caner x Address/City/Zip: /4(4 6 �Pd j r►!aw ✓►v� CA/601 AAA/ Cf/L *` Applicant is: X Owner X Contractor r t:1 x 1 Description of work: ( " (-1' uk-c 'L( \\ Ca t S4'4l1 YS Type of Work "s _ Construction Cost: Multi-Family Building: (Yes /No X ) Company: b $Ut //W1 z/ t Contact: i✓'��a", ,sy Address: I u(6 9"I5 r 1 w[" City: Oao�cl6, Contractor / State: /� Zip: Sh Phone: {�I141Q-7qt) Email: 'ip✓1 ate. a' lyi- w-rr,evlM License#: 1311 Lead Certificate#: If the project is exempt from lead certification, please explain why: (Z.,"\ COMPLETE THIS AREA ONLY IF CONSTRUCTING A NEW BUILDING In the last 12 months, has the City of Eagan issued a permit for a similar plan based on a master plan? Yes X No If yes,wdate and address of master plan: Licensed Plumber: 57 .._/vim (,-iiKA.,,._..`/..y Phone: 60— 3' c �Z Mechanical Contractor: Fitt: (J cd mss Phone: 1 b3 3-6(2 - I ] 6C. Sewer&Water Contractor: 7t ii (,i 1-.40-64,4., Phone: b 2 - ZZ /' 7710 Fire Suppression Contractor l v/iO Phone: NOTE Plans and r t �9�l erg not you submit$re considered to • ��. �� `ions of the information may classified " w pub!i f you r.P.; specific" that would t the m oto ,.' o dude f...t the ar ® secrets' ec ets " f. • CALL BEFORE YOU DIG. Call Gopher State One Call at(651)454-0002 for protection against underground utility damage. Call 48 hours before you intend to dig to receive locates of underground utilities. www.qopherstateonecall.orq I hereby acknowledge that this information is complete and accurate;that the work will be in conformance with the ordinances and codes of the City of Eagan; that I understand this is not a permit, but only an application fora 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 6/7.. L x a.,/,()€.4......... Applicant's Printed Name Applicant's Signatur Page 1 of 3 DO NOT WRITE BELOW THIS LINE , SUB TYPES Foundation Fireplace Porch (3-Season) _ Exterior Alteration(Single Family) Single Family Garage _ Porch (4-Season) _ Exterior Alteration(Multi) _ Multi Deck Porch(Screen/Gazebo/Pergola) Miscellaneous 01 of Plex Lower Level Pool Accessory Building WORK TYPES I 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 '') Ig ?C# Occupancy .1 'v`.4, MCES System Plan Review Code Edition jmirv2,t2/C,1 SAC Units (25%_100% ) Zoning ?(a City Water Census Code Stories --- Booster Pump #of Units Square Feet PRV #of Buildings Length Fire Suppression Required Type of Construction f 0 Width L/p0 REQUIRED INSPECTIONS 7( Footings (New Building) Meter Size: K Footings (Deck) K Final/C.O. Required Footings (Addition) Final/ No C.O. Required X. Foundation Foundation Before Backfill HVAC_Gas Service Test Gas Line Air Test Roof: Ice &Water _Final Pool: _Footings Air/Gas Tests _Final Framing 30 Minutes )l' 1 Hour Drain Tile Fireplace: Rough In `C Air Test Final Siding: Stucco Lath x Stone Lat` Brick ?e.„,„ Insulation Windows Sheathing Retaining Wall: _Footings_Backfill Final Sheetrock Radon Control Fire Walls Fire Suppression: Rough In_Final i)( Braced Walls ) Erosion Control XShower PanOther: Reviewed By: , Building Inspector RESIDENTIAL FEESr* Base Fee r) 12,: 14 /'-' Yv ) 5 -.Y y 4, SP - 72/5V! Surcharge l I ( y 1 �tit- 09 09 /2AI itf J Plan Review MCES SAC �l It -,1z �jc- ii c, SAC >I i/c Utility Connection Charge � 7.- ) �` _ o Treatment Plant 0,0terr I (Q h 2 V 19 /,J $ 00 Copies TOTAL C,'1`OP ti Z (9 Li V .., f1I * .a / / 2 -' New Construction Energy Code Compliance Certificate Per R401.3 Certificate.A building certificate shall be posted on or in the electrical distribution Date Certificate Posted panel. Mailing Address of the Dwelling or Dwelling Unit City _ ;, A ° ._ 4229 Brookview Ct Eagan NEATING&AIR CONDITIONING Name of Residential Contractor MN License Number Thorson Homes 1 n * I?17 THERMAL ENVELOPE RADON CONTROL SYSTEM Type:Check All That Apply )C Passive(No Fan) Active(With fan and monometer or other a) c system monitoring device) N F Location(or future location)of Fan: I' m c mcca to _a m _ a a -0U .0 < m CON o >O w . Insulation Location ° z ° U O 4- wto `0 c a a E E c -o o In O .0 -0 O O CQ) O) r- C z ii Li= u- u- 'w ir Other Please Describe Here Below Entire Slab x Foundation Wall I 0 X, PrC14'-'-- Perimeter of Slab on Grade X Rim Joist(1st Floor) Rim Joist(2nd Floor+) 20,9 Wall 10 Ceiling,flat 9 9 Ceiling,vaulted Bay Windows or cantilevered areas x 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: ,2,9 X Not applicable.all ducts located in conditioned space Solar Heat Gain Coefficient(SHGC): ,-t-Z R-value MECHANICAL SYSTEMS Make-up Air Select a Type Appliances Heating System Domestic Water Cooling System X Heater Not required per mech.code Fuel Type NAT GAS �l((r G�S R410A Passive Manufacturer CARRIER A I to cw-ii CARRIER Powered 59SC5A080 5-2121'7 24ABB336 Interlocked with exhaust device. Model 2S( Describe: Input in Capacity Output Other,describe: Rating or Size BTUS: 80,000 in Gallons: 5 0 in Tons: 3 AFUE orSEER Location of duct or system: Efficiency HSPF% 95% �o /EER 13 Heating Loss Heating Gain Cooling Load Residential Load Calculatit 67,351 27615.- - Cfm's 1-i 1'Ili 3 z Pii "round duct OR MECHANICAL VENTILATION SYSTEM "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: Other,describe: X Energy Recover Ventilator(ERV)Capacity in cfms: Low: 83 High: 165 Location of duct or system: Balanced Ventilation capacity in cfms: MECHANICAL ROOM Location of fan(s),describe: Cfm's Capacity continuous ventilation rate in cfms: 5 "round duct OR Total ventilation(intermittent+continuous)rate in cfms: 4 "metal duct Builders Associaton of Minnesota version 101014 Thorson Homes, 4229 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 4100 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` Totals Total/ Total/ sq. ft.) continuous continuous continuous continuous continuous continuous 1000-1500 60/40 75/40 90/45 105i53 120/60 135/68 1501-2000 70/40 85/43 100/50 115/58 130/65 145/73 2001-2500 80/40 95/48 110/55 125/63 140/70 155/78 2501-3000 90/45 105/53 120/60 135/68 150/75 165/83 3001-3500 100/50 115/58 130/65 145/73 160/80 175/88 3501-4000 110/55 125/63 140/70 155/78 170/85 185/93 4001-4500 120/60 135/68 150/75 165183 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/;83 180/90 195/98 210/105 225/113 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,4229 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 makeup 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/sf) b)conditioned floor area(sf) 4100 (including unfinished basements) Estimated House Infiltration(cfm): 615 [1ax1b] 2.Exhaust Capacity a)clothes dryer(cfm) 135 135 135 135 b)80%of largest exhaust rating (cfm);300 240 (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 64 (not applicable if recirculating system or if powered makeup air is electrically interlocked and matched • to exhaust) Total Exhaust Capacity(cfm); 439 [2a+2b+2c] 3.Makeup Air Quantity(cfm) a)total exhaust capacity(from 439 above) b)estimated house infiltration(from 615 above) Makeup Air Quantity(cfm); [3a—3b] -176 (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, 4229 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: 1920 ft3 Step 3:Determine Air Changes per Hour(ACH)1 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 ft3 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: ft3 Required Volume Non-Fan-Assisted(RVNFA) Total Required Volume(TRV)=RVFA+RVNFA TRV= + = ft3 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= 1920 /_3,750 = .51 Step 6:Calculate Reduction Factor(RF). RF=1 minus Ratio Ratio RF=1- .51 = .49 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 .49 = 12.25 in2 Step 9:Calculate Combustion Air Opening Diameter(CAOD) CAOD=1.13 multiplied by the square root of Minimum CAOA CAOD=1.13 d Minimum CAOA= 3.96 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 4229 Brookview Ct, Eagan HVAC Load Calculations for Thorson Homes t -, Ei1 , 141RHVAC RIDE OA L, HVESAC Lns Prepared By: Josh Schindele Flare Heating&Air Conditioning 9303 Plymouth Ave N Golden Valley,MN 55427 763-542-1166 Monday,October 10,2016 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. Rhvac-Residential&Light Commercial HVAC Loads Elite Software Development,Inc. Flare Heating&A/C Inc. • 4229 Brookview Ct,Eagan Golden Valley,MN 55427-3700 Page 2 Project Report General Project Information _-------— - .----____-_---- _ ---------------- Project Title: 4229 Brookview Ct, Eagan Designed By: Josh Project Date: Monday, October 10, 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 Design Data Reference City: Minneapolis/St. Paul AP, Minnesota Building Orientation: Front door faces East Daily Temperature Range: Medium Latitude: 44 Degrees Elevation: 834 ft. Altitude Factor: 0.970 Outdoor Outdoor Outdoor Indoor Indoor Grains Dry Bulb Wet Bulb Rel.Hum Rel.Hum Dry Bulb Difference Winter: i r16� -16.32 n/a n/a 72 n/a Summer: �3 71 34% 50% 72 22 Check Figures _ Total Building Supply CFM: 1,258 CFM Per Square ft: 0.307 Square ft. of Room Area: 4,100 Square ft. Per Ton: 1,509 Volume(ft')of Cond. Space: 38,216 Building Loads Total Heating Required Including Ventilation Air: 67,351 Btuh ✓ 67.351 MBH Total Sensible Gain: 27,244 Btuh 84 Total Latent Gain: 5,355 Btuh 16 Total Cooling Required Including Ventilation Air: 32,599 Btuh ✓ 2.72 Tons(Based On Sensible + Latent) Notes Rhvac is an ACCA approved Manual J and Manual D computer program. Calculations are performed per ACCA Manual J 8th Edition, Version 2, and ACCA Manual D. All computed results are estimates as building use and weather may vary. Be sure to select a unit that meets both sensible and latent loads according to the manufacturer's performance data at your design conditions. \\flaresbs\company...\Thorson Home ... t, Eagan.rh9 Monday, October 10, 2016, 8:40 AM , . Rhvac-Residentia &Light Commercial HVAC Loads Elite Software Development,Inc. Flare Heating&A/C Inc. ����' 4oeoamokviowct.Eagan �vme^yao*xmw 55427-3700 ��� __ Page 3 ---- ---- Total Building Summary Loads ���������'���� ����'�� Component ----- — ----SenLat Sen Total Description Quon Loss Gain Gain Gain 2A'v*: Glazing-Double pane|ow-e(o=0.00). operable 471 12.020 � ------l0 10.482 10.482 window, vinyl frame, outdoor insecscreen with 5U% coverage, SHGC 0.22 11N: Door-Metal ' Polystyrene C.Ono ^ 58 1,786 0 650 650 15A-l0sfoc-8: Wall-Basement, concrete block wall,(..R-19) 1620 7,169 0 284 284 foam board to floor, no framing, no interior finish, open core, 8'floor depth 15A-l0sfoc-4: Wall-Basement, concrete block wall, 54 323 0 35 35 foam board to floor, no framing, no interior finish, open core, 4'floordepth 12F1'0ow: YVa||'Fruma.laopen 188 1,076 0 260 260 insulation in 2x0otu. covity, no b siding finish, wood studs 12F-Osvv: Wall-Frameinsulationin2xGotud 2873 16,433 0 3,978 3,978 cavity, no board insulation, siding finish,wood studs 1 6B-50: Roof/Ceiling-Under Attic with Insulation on Attic 1392 2.450 0 1.559 1,559 Floor(also use for Knee Walls and Partition Coi|ingn), Vented Attic, No Radiant 8anior, Dark Asphalt Shi , Tar and Gravel or Membrane -50 . sulation 21A-20: Floor-Basement, Concrete slab, any thickness, 2 1354 3,217 0 0 0 or more feet below grade, no insulation below flonr any floor cover, shortest side of floor slab is 20'wide 20P-30: apuceorgarage, Passive, 38 117 0 21 21 | ke<inou|ahnn. anyouver | `~-� -- Subtotals for structure: 44.591 0 17.269 17,269 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: 225, Summer CFM: 171 21,123 2,472 3,833 0.305 Ventilation: Winter CFM: 83, Summer CFM: 83 1,637 1.200 391 1,591 Exhaust: Winter CFM: 230, Summer CFM: 230 AED Excursion: 0 0 1,171 1,171 Total Building Load Totals: 67,351 5,355 27,244 32,599 Check Figures ---- -- -- -- ----- | Total Building Supply CFM: 1,258 CFM Per Square ft.: 0.307 Square ft. of Room Area: 4.100 Square ft. Per Ton: 1.509 Volume(ft3)of Cond. Space: 38,216 Building Loads � Total Heating Required Including Ventilation Air: 67,351 Btuh 67.351 MBH Total Sensible Gain: 27,244 Btuh 84 % Total Latent Gain: 5,355 Btuh 16 % Total Cooling Required Including Ventilation Air: 32.599 Btuh 2.72 Tons(Based OnSensible+ LaKm� Notes — ---------------- ---- ----� --�� —�-- —� RhvacisanACCAapproved anua|Jand KXanuu| Dcomputer pmgnam. ---- Manual ---� 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. __ / 4110 City Inspection Dept. Copy City of Eapji City Forester Copy Applicant/Builder Copy ^," ., L INDIVIDUAL TREE PRE 7 VAllt)N, IJ M A CITY =. GAN FORESTRY ' ' 651-675-5300 x (BUILDER, PLEASE READ ATTACHMENTS) Development Case Estates Lot Number 4 Block Number 1 Address 4229 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: One(1)Category B trees(>=2.5"caliper deciduous trees, or>= 6' hgt coniferous tree or clump deciduous tree)in front yard immediately following construction. Attachments: ((��Q/�(�� X Yes (Refer to attt cZAG rf�i Mtn f l� STRY DIVISION No REVIEW Additional Notes: BY DATE 10 H:\ghove\2016file\treepres\Tree Preservation Plan Case Estates Lot 4 Bloct 1 . r ' 41. es I 1 I 117.°2. I I / I 1 N7ge36117"E E"tloExistingI T I Benchmark: I v top of spike _1 �� I I I elevation = 854.28 tasty I en x z x s� es. x >. >, K t x �o hal dr' .10^-, ( 4205 X w Cellt v It o%% arP? _*`• 059.16):-'% 441 .0? _i 'Aw x! s x o3 x I 40' el (6T4 !�gp, t #% d 1 so , ;t L 55,5____‘_-.2L--\ ", x / x \ 4. r a 4410, % s ex it Al �� / f '� Benchmark: •i i ` �` x `v /// topofepke n .. ti b •� �` elevation 854.58 % CO ej a ..v.. „� ,.ti� A 'moi / a` F6 �� ..`• 'ore.�• ' ��j / x (e�.0) w ••. • �.• f % �$� t T •`4 / 1,r .' , ,,,,, / ,,x x i N� . dP,x •ee� �\\ /,/ 012 04... c ex i 4 ,x °' /0rf47 , % ,x / / N / / ' dsz 0 x , memo) in x % / 't* P, Sitdded P ,r►' d , // ' lel 014, co / '.q, r_ x 03 ex /IP x / =N A / Defter Ben Poe / j: enotes service /s / 4% ® Denotes box Lbee J / I ■ Denote.electric( n oar.x 1I (ii Denotes trekked,belt ef-- _ z 000.00 Denotes existing Mimeo. harp(075,11) px S,? (8705) ted (000.00) amok*proposal „ or- Denote.mu..anima Ask dreeaen A_.ax S89°4-5'28"W 73.86 z D.mte.mkt x tie' x x P' % �¢ Lowest floor devotion per grading plan:347.0 (dmpj0acthon N e Lot area=19/90 SF Hon elevation. /Shutt t.install rack construction Nauss arca=2083 SF 2.Instill aat faros n needed far entrance.melon control. Parch area=159 SF Lowest Floor Elevation :(890.7) / 3.Sidewalks shall Maki away from house a minimum of 1.0% Sidewalk area=77 Top Of Foundation Bev. :(880.5) / Gr 4.Contractor must verify driveway design. wee=704 SF 5.Contractor must verify■rvice devotion prior to Taw Moo X23 SF Garage Sob Elama Door ee(050.3)e/amp 5:s ft. construction. Coverage e-18.. .... 8.Add or remove foundation ledge as required. Imparviat.Coverage t6.3ia General Notes: Scale: 1" 20' 1.GraddInll Plan shown herd k last dated 3/5/15 was used to determine proposed We hereby certify to Thorson lianas kin that this.urnyy plan or Ben Nuto Hydrant d file survey ton not purpart to dew hlprovemants or encroachments. fepart was prepared by me or under my direct.upeMeon,and that I Lott 5-6 Block 1 am a duly a.dated 1 /.tad Surnyar undo the laws of the State of Elevation856,57 except n shown,as surveyed by me or under my direct supervision. 3.Proposed bulkingdknensons divert aro for horizontal location of structures Minnesota.dated 10/04/16. on the lot only.Contact builder prior to construction for approved construction pie' Siikedi ter EnpineerinIlarhexe 4.Na apedtc sags Investigation has been performed on this lot by the surveyor. m/°lk/jky�h'G///'P4r/o/(// 9•P.A. L) eters kers The sutt:d y of sops to=report the specific house proposed ie not the reap:nobility of the surveyor. BY: on h5. is recorded dose not purport to show easements other than than Norm Meter J.N wan. on Cmhd Surveyor Minnesota License Na 42299 snag—phawkheakeploneereng,can 6.Bearings shown are based on on assumed datum. PI1 v.[:,I / ;p.A, Lot 46 Bloc( 1, CASE ESTATES Certificate of Survey for: according to the recorded plat thereof 24 mtpn.eDdee Mx.(651)681-1914 Dakota County. Minnesota Thorson Homes Inc Mendota MN 55120 (651)6111-709 4166W edgewood mrtwatemerengcon Addresm Birockuow Court, Eagan, Minnesota B.P.. D' 0IN 55123 House Modal: Saratoga Elevation: Phnom(651)434-0644/Faz:(651)405-9437 Pmject8:115277006 fFame 7868 t,MTN Buyer: Spec @ Mone°PnElrcaing a.es�e�wwlns�rr • LOT SURVEY CHECKLIST FOR RESIDENTIAL / Zt9€2 BUILDING PERMIT APPLICATION PROPERTY LEGAL: like:.k 1 fie- 01 > DATE OF SURVEY: R) 1 !• LATEST REVISION: m a ea t U r o z a DOCUMENT STANDARDS ❑ ❑ • Registered Land Surveyor signature and company ,Z 0 0 • Building Permit Applicant ,6 0 0 • Legal description ❑ ❑ ❑ • Address 0 0 • North arrow and scale „Q 0 D • House type(rambler,walkout,split w/o,split entry, lookout,etc.) ❑ 0 • Directional drainage arrows with slope/gradient% ❑ 0 • Proposed/existing sewer and water services& invert elevation • Z 0 0 • Street name Al 0 0 • Driveway(grade&width-in RNV and back of curb,22' max.) .� 0 0 • Lot Square Footage 4 0 0 • Lot Coverage ELEVATIONS Existing ,Jir1 0 0 • Property corners ,e1 0 0 • Top of curb at the driveway and property line extensions 0 0 • Elevations of any existing adjacent homes 1 0 0 • Adequate footing depth of structures due to adjacent utility trenches 0 % 0 • Waterways(pond, stream, etc.) Proposed % 0 0 • Garage floor X 0 0 • Basement floor O ,zr ❑ • Lowest exposed elevation (walkout/window) Ft 0 0 • Property corners fd 0 0 • Front and rear of home at the foundation PONDING AREA(if applicable) ❑ ❑ • Easement line ❑ $ ❑ • NWL O ❑ • HWL O .1 0 • Pond#designation ❑ , f 0 • Emergency Overflow Elevation 0 •• Pond/Wetland buffer delineation Y • Shoreland Zoning Overlay District Y • Conservation Easements DIMENSIONS ,e1" o 0 • Lot lines/Bearings&dimensions 0 0 • Right-of-way and street width(to back of curb) o1 0 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 and sideyard s-tback of adjacent existing structures 0 0 • Retaining wall requirements: Reviewed By: - �>. Date/90A G:/FORMS/Building Permit Application Rev.11-26-04 le6Ktis 1 6--I,) of.i 1 . ci'6 " ,5 I' I .1'1 Maximum Slopes �, - 0; Retaining Wall Willin Required co 117'02 / IBe R� G c INSTAL! � _� N79°3v'�7"G Existing Q �livir " J V G. A,,,„ a' 1 r, Benchmark: - yti9 1 �� top of spike gf i( $ �O I elevation = 854.26 855.12x N 856.28• ��t4p ,LX 03 Oryw O I - X x \\ x -x 6y 94k• ��. .i 6 0y,y T- A X 06pa x ey°j k 0yk9 x ''IP 0yy \\ - (853 3) 4i�'"o ". 4,,, I�� 5 ` ti 45.41 :ye° a� \ey° r• t�%-r51,0‘ tfs QO /' 066 I \ ••••••• �� (859.8) o x64 , \ X\ \ 8j 0 • Co _ _ _ � . sr \I ti 03 \ _ 3� X \Oyu. SrR• . co 9 _ c. J • 011' 43 0 �66 6069 _ --- \ ♦ ,tc• X lJ \\ ht p 'CD,, �43 \\ OS \ ."� / S \ ♦ .O \ 6`� /Pas • 1 ` 5 001. \\ moa '1 tih' 04' 00 �, y ti X '( Oyti' ' � \ 1 all \ 04,9 y< j \\�O O e9 0° 009 / s0 moi' hq. • 0 2.'0 X 0nti 06 0 111• (570)\ , , 6 g0 0 /00 1 �� x04 OeS� (8s3 E -55.5-----i--.1----X---. NN' xi 0`.\ /� ) iq 4� - 111 ■ I • '4 0y \ �) / X VI i f \, 0y�9x /xS 0ya5 ■ ■ o \ °O o \ '3't..,) N ■ I 00`l' DO \ D1 • • °� \\ o `SO \ / Benchmark: • • o; \ oo \\ top of spike • •• (-,� \ 00 r� 0 os 6c1' \\ 0y'� , elevation = 854.58 \I° L c'�so eoX 00 0 \ O + ♦• ♦• ,O •6y tri' 6`�` , �j , �o x 6ti�N � 1 •.0 • s ° 00 ,�, Bio 6 X 6 6. �- co : X•ct,• r1 641 Oyp cC) // / 6ft) Cfl a x �c4r 00 �' y,b 61ti, • ♦• �• X40 X900 00• 0yya 73 7 6� 0464 x (857.0) E 4, X44 c,c4r + '\� 054 o0 0 y o ♦ ♦. / Co: 046 a� ♦♦. / X $8 (�0) •,k, •♦. 646 \TD /Oyy} y0 X 6 X \/ �w \ 6 / 0y 0�. �. CO 66 40 \\ /� CT r a, X /\ .N o X 6 v 0 X 4399 / y o 0yy X O 6�s 6 / 641 fbh' 640 a 56ry x / •.. 6 5 / j/ 0,6. x x x LO / 0469 64.,.6 x 64 (857.0) x X /4i 044 Sodded 0 eP0� 0646 / s o / moa o OP' X Z / ,N°' _, By A �I�°J.�/a / X (�� X / 06..9 o V �I Date * /' /. � ' x #'. / ' ry�o E:AGAN HNGINLLtUivii ;v�rr \tiX X /646 day I 6� 6666 / • Denotes iron pipe 0 I / 46° Denotes service 5 I /S 't x Denotes television box t_ �9 • Denotes electric box o X Q Denotes telephone box `• ,t, X 000.00 Denotes existing elevation 6 x 5 yam- ( 000.00 ) Denotes proposed elevation 0Ab' (875.8) 6 0: (870.3) O'No' Dye 6 Denotes drainage flow direction A Denotes spike X S89°45'28"W 73.86 ax 616 0X X 011 'I.x 61`1' 'It 01ry• x 6 Lowest floor elevation per grading plan :847.0 6- 6 Lot area =19190 SF House elevations (Proposed) / As-built Construction Notes: House area =2093 SF Lowest Floor Elevation 1. Install rock construction entrance. Porch area =159 SF :(850.7) / 2. Install silt fence as needed for erosion control. Sidewalk area =87 SF Top Of Foundation Elev. :(859.5) / 3. Sidewalks shall drain away from house o minimum of 1.0%. Driveway area =784 SF 4. Contractor must verify driveway design. Total Impervious Area =3123 SF Garage Slab Elev. ® Door :"(856.3). / Drop 2.8 ft. 5. Contractor must verify service elevation prior to Building Coverage =11.7% construction. Impervious Coverage =16.3% 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 10/04/16. 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: io eer En ineering_, P.A. Revisions: 1.)10-05-16 Stake house 4. No specific soils investigation has been performed on this lot by the surveyor. The suitability of soils to support the specific house proposed is not the BY: responsibility of the surveyor. Peter J. Hawkinson, rofessional Land Surveyor 5. This certificate does not purport to show easements other than those shown Minnesota License No. 42299 email- hawkinson g. on the recorded plat. p ®pioneeren cam 6. Bearings shown ore based on an assumed datum. PIatNEER Lot 4, Block 1, PA. CASE ESTATES Certificate of Survey for: MIL ENGINFERS LAND PLANNERS LAND SURVEYORS tANDSCAPEARGIRECTS according to the recorded plat thereof Thorson Homes Inc 2422 Enterprise Drive Ph.:(651)681-1914 Dakot County, Minnesota Mendota Heights,MN 55120 Fax:(651)681-9488 12Z 4466 Wedgewood Dr www.pioneereng.com Address: roo view Court, Eagan, Minnesota Eagan,MN 55123 House Model: Saratoga Elevation: Phone:(651)454-06441 Fax:(651)405-9437 Project#:115277006 Folder#:7866 Drawn by: MTW Buyer: Spec • ©Pioneer Engineering J s ;1-t OA ilerL &Ck----nf1t7 9 s ��0� g��fiU/c- /, / z ‘ -', -- -.-- iii Co ALei co 117.02 2 / I I 1479o 3s' EHou eg 6 Benchmark: $y1"° 5'77 �� top of spike at "rO i I elevation = 854.26 asatz X 1"X m 4 e O -- 856.28 p ry ^^yy - kX x 0.0x •\bx tob X0y4. X44b' eyh .i 0 4,,,,,,.\ �� ^ I 44a°X 0ya es"9 ,es $yg (853.3) 42.p5 x Q\ -p / _ cr ❑ % > x 45.41 :y 4s \ey°1 'm`� � `\ 10 ��ISSOQ n as - t46. (859.8) o x4° j-r, O \ 8 Ao •0 co I-w`'-k` sr•-. \ x \ �9., _ - _ . \t y4ti • co '), \ ► / eb.X \0 -rx \ 4 " o U _e_ _ h\ v- e XX yy. 44 A 0�`L �44 046- `\ •♦•..1� / cD'v 4 , \\ ,gyp, 0" ��'r\ i / • 5 \ ♦ e6° i 'tib• tf'N 00 y x 41 6 ' N\ \ ryy♦ \ / 1 J* 4y}ry 4)O. \ .. 4<') \ 44 j \\O eye O cQ s /' \ \ 46 4< I \ O �Q O o9 O �� 1"4 ,•'C' 04,9'. • N ' 4 x 41" 4Ca . (57.0)\ . a GjO /00►, x4 N44. (853 4i -F -55.5-----�---♦---x--� AN\ x 55. 4,'\ r� FA )• 7 ' . II II \ /\4. �6 a x S ii • \ >74 yah II ■ 1"o \. O c'6 0,5 \ /,, ►} n/ ■ ■ 0• \ 9,4) a) III a e,3� i �\ -o •sO \ / / Benchmark: a• a AO; �\ 0 , '5840 o 00 `\\ / / y top of spike ♦ ♦ ,� 4' , O 8Po so 4 \ / 440.' elevation = 854.58 a a 4i �,c, o ox OO e, \ Os '.6)/ '\`y eye° ' �j , o X , o • • ♦ ♦ O / '. 441" N 4N 'a ♦ ♦ 00 �, m1 X O 4 ,_ : •X: eye 4yn 0 / 4,4.0 N ♦ � , / M tp (U �ry1 •x ♦♦♦ ♦♦♦ \ e �9 00 0 /r3 / 4y, y x (857.0) C e ♦ ♦ �y. \ ;v J •00 00 444' ' ebb. E 44 4i& ♦♦ r� \ • eyy. _ o) x a)o ♦ '♦♦ / o e466 a� ♦1 / ° x $m 0) >, 11 \ c' 4 x , '-7-' 1111 ``�' // �y. ey4� to X m e,�xCei ,`'i •�\ ,\h \ / C e \ / c 0 a to a) x /\ .N o 444, 490. aa 6�}4 ` 0.x OIL id .= /////Xc x y99 / y 1 3.°` [ la4 4eea 4 / eye �h ,,,, ryx / 5x / ()we, / e- 4 X X / 4ye0 4y4a 4�,6 (857.0) LO / �x N X X wry. b. a Sodded 10 O 51b• 44'6 // 1 p x e6ry W e'9)°,::O0c3'5. / X Z / �� / y x (,Lb ,2i X / e00. 0%V X / CO X x /4044 �k5 I 4,' 4446 / • Denotes iron pipe 4 I / 460 Denotes service 5 I / X ❑0 Denotes television box L / S �9't • Denotes electric box oX J Q Denotes telephone box e -X-- A,_ X 000.00 Denotes existing elevation • 4 x y 4 ( 000.00 ) Denotes proposed elevation y ( ) o. (870.3) �o 4� 875.8 X96 41 0 - Denotes drainage flow direction A Denotes spike x S89°45'28"W 73.86 ►X ene, 4X X ens ,1.x 41" 79 ell' x 4n Lowest floor elevation per grading plan :847.0 e1" Lot area =19190 SF House elevations (Proposed) / As-built Construction Notes: House area =2093 SF 1. Install rock construction entrance. Porch area =159 SF Lowest Floor Elevation :(850.7) / 2. Install silt fence as needed for erosion control. Sidewalk area =87 SF Top Of Foundation Elev. :(859.5) / 3. Sidewalks shall drain away from house a minimum of 1.0%. Driveway area =784 SF 4. Contractor must verify driveway design. Total Impervious Area =3123 SF Garage Slab Elev. 0 Door :*(856.3). / Drop 2.8 ft. 5. Contractor must verify service elevation prior to Building Coverage =11.7% construction. Impervious Coverage =16.3% 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 10/04/16. 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: io eer En ineering, P.A. Revisions: 1)10-05-16 Stake house 4. No specific soils investigation has been performed on this lot by the surveyor. 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 Peter J. Hawkinson, rofessional Land Surveyor on the recorded plat. Minnesota License No. 42299 email-phawkinson@pioneereng.com 6. Bearings shown are based on an assumed datum. PIONEERengineeriot 4, Block 1, P.A.P-a CASE ESTATES Certificate of Survey for: CIVS.ENGINEERS LAND PLANNERS IAND SURVEYORS ]ANDSCAPEARCHnTECTS according to the recorded plat thereof Thorson Homes Inc 2422EnterpriseDrive 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: Saratoga Elevation: Phone:(651)454-0644/Fax:(651)405-9437 Project#:115277006 Folder#:7866 Drawn by: MTW Buyer: Spec ©Pioneer Engineering City of Eapll Address: 4229 Brookview Ct Permit#: 139625 The following items were /were not completed at the Final Inspection on: ' Zc `/ 7 Complete- :Incomplete Comments Final grade - 6" from siding Permanent steps— Garage Permanent steps— Main Entry t/ Permanent Driveway Permanent Gas Retaining Wall or 3:1 Max Slope Sod / Seeded Lawn Trail / Curb Damage l/ Porch Lower Level Finish 8/— 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. Building Inspector: / Pi t X; /</71// G:\Building Inspections\FORMS\Checklists e r