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3827 Aidan Ct 1 .1 e-/-7 o C / c - Use BLUE or BLACK Ink y., / —f f (/ r For Office Use '7 1 t 7 7 0 /00 Permit#: 'el//q 7‘, / 7 1 �, City1 of 11���� L�- I Li tQ �'/ o ® . Permit Fee: 9/ Y� S /• '��_ 3830 Pilot Knob Road / _ i` Eagan MN 55122 J. ` j RECEV f Date Received: / /O'/- Phone:(651)675-5675 LI? (t buildinginspectionsacityofeagan.comG(lLO Staff: JAN 182018 _ J 2017 RESIDENTIAL BUILDING PERMIT APPLICATION Date: 12.20.2017 Site Address: 3827.Alden Court Eagan MN 55123 Unit#: Pi i1 Name: Phone: Resident/ Owner Address/City/Zip: '' Applicant is: Owner Contractor JO/Y/6 �/e'cK., Residential New Construction -� Type of Wort ; Description of work: i /10f6/22-1 Construction Cost: 240,000 Multi-Family Building: (Yes /No x ) Pulte Homes of MN Charles Ratts ` Company: Contact: Contractor Address: 7500 Flying Cloud Drive #670 city: Eden Prairie 55344 612.790.2892 charles.ratts@pultegroup.com State: M N Zip: Phone: Email: License#: BC627273 Lead Certificate#: If the project is exempt from lead certification, please explain why: Residential New Construction 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: Elander Mechanical Phone: 952.445.4692 Mechanical Contractor: Elander Mechanical Phone: 952.445.4692 Sewer&Water Contractor: DSM Excavating Phone: (651 ) 480-1355 Fire Suppression Contractor: NA Phone: +NTE Plans and supportingdocuments that you submit are considered td be public i orm�r Portion e,of in rm ,ation maybe classified as non-public if you provide specific reasons arottid 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.cityofeaoan.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.ciopherstateonecall.org 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. x Pulte Homes Charles Ratts x _ef,&226,,i. Applicant's Printed Name Applicant's Signature Page 1 of 3 3 —7 4-t dcvvi C...f- ' DO NOT WRITE BELOW THIS LINE SUB TYPES Foundation _ Fireplace — Porch(3-Season) _ Exterior Alteration(Single Family) 4 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 '10 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 ' 3J / -'2 '.8' Occupancy '21:72C-) MCES System Plan Review Code Edition 107 2-,s- 5--- ' 5--- SAC Units (25% 100% ') Zoning -I City Water Census Code Stories 'Z- Booster Pump #of Units Square Feet i 4'"7-7 PRV #of Buildings Length 4 e '60 Fire Suppression Required Type of Construction y 5 Width 3 REQUIRED INSPECTIONS Footings(New Building) Meter Size: Footings(Deck) 7:5 Final I C.O. Required Footings(Addition) Final I No C.O. Required •?c Foundation k Foundation Before Backfill HVAC_Gas Service Test Gas Line Air Test 4 Roof: I- Ice &Water k Final Pool:_Footings Air/Gas Tests _Final )C Framing 30 Minutes Y 1 Hour Drain Tile )Ci Fireplace: ?` Rough In )'Air Test X Final Siding:_Stucco Lath _Stone Lath _Brick_EFIS y Insulation Windows X Sheathing Retaining Wall:_Footings_Backfill_final Sheetrock tU Radon Control Fire Walls Fire Suppression:_Rough In_Final ' Braced Walls Erosion Control >a Shower Pan Other: gyp^ Reviewed By: /' I/ : 441l.3 , Building Inspector RESIDENTIAL FEES VA f;4154cJ &S/7)%; /5 6 d 59•/t • evf/6-co , Base Fee t Si f/flaj.. /4.:#1:5 H�A / ' 7? S9./4t . (:1/9.5773 Surcharge oZ n7 p),„2.. F%4 r)bed / o'®o sq•f r CAVILS:7 3) Plan Review f g.a,i- Ps>zc L. -7$ 99•/4e- ( 1 •oo) MCES SAC City SAC 6-4FetSLo Li &y Sq• F7-. (t vo. y/ Utility Connection Charge S&W Permit&Surcharge Treatment Plant Copies g 6 s 2-C4 TOTAL Page 2 of 3 - - wrightsoft' Component Constructions o : 2017 Entire House By: ELANDER MECHANICAL INC Plan: storletroolt 645 91EN 4DDNi DRirE.SHNK.OPEE,MN 55379 Mane 952-445-4692 Pro'ect Information For, Pulte Homes 3287 Aidan Ct,Eagan Design Conditions Location: Indoor. Heating Cooling Minneapolis-St Paul Intl Arp,MN,US Indoor temperature(°F) 70 70 Elevation: 837 ft Design TD(°F) 85 18 Latitude: 45°N Relative humidly(%) 50 50 Outdoor. Heating Cooling Moisture difference(grit) 54.5 41.8 Dry bub(°F) -15 88 Infiltration: Daly range(°F) - 18 ( M ) Method Sirtptl7led Wet bulb(°F) - 72 Construction quality Tght Wind speed(mph) 15.0 7.5 Fieptaces 0 Construction descriptions Or Area U-value Instil R Htg HiM lass Clg HMI Gain It BeiJR-F Ri'F18Wi Brit alit Muter 1341, Walls 12F-Osw:Frm wall,vrt ext,r-21 cav irs,12"gypsum board int fish,2>6 ne 817 0.065 21.0 5.52 4514 125 1022 wood fin,16"o.c.stud se 493 0.065 21.0 5.52 2723 125 617 sw 771 0.065 21.0 5.52 4262 125 965 rw 738 0.065 21.0 5.52 4079 1.25 924 al 2819 0.065 21.0 5.52 15577 125 3528 158-10sfc 8:Bg wal,heavy dry or light damp soil,concrete wall,r-10 ins, re 408 0.050 10.0 4.25 1734 0 0 8"thlc se 304 0.050 10.0 4.25 1292 0 0 sw 472 0.050 10.0 4.25 2006 0 0 al 1184 0.050 10.0 4.25 5032 0 0 Partitions (none) Windows 61A VINYL Glass;NFRC rated(SHGC'0.30);6.67 ft head N re 12 0.290 0 24.6 296 23.3 279 re 30 0.310 0 26.4 791 23.6 708 sw 8 0.290 0 24.6 197 29.7 238 sw 16 0.310 0 26.3 411 30.1 469 rw 41 0.280 0 23.8 971 23.1 941 rw 18 0.300 0 25.5 459 23.4 422 rw 132 0.310 0 26.4 3478 23.6 3116 al 256 0.310 0 25.8 6603 24.1 6174 61A:VINYL Glass;NFRC rated(SHGC=0.27);6.67 ft head II se 111 0.310 0 26.4 2930 27.6 3073 Doors 11JO:Door,rrtl fbrgl type se 42 0.600 6.3 51.0 2142 18.3 767 rw 21 0.600 6.3 51.0 1071 18.3 384 al 63 0.600 6,3 51.0 3213 18.3 1151 Ceilings Std Celir1g R-49:Std Ceiirg,R-49 2173 0.020 49.0 1.70 3694 1.08 2345 2017-Deo21 1009:17 ti WI' It,CO RIV.SUb19UnNesa1201717.021 RSU13410 AC1 _sees Calc=MJB FrmtDuQta�:N siteAddress 3287 Aidan Court Date 12/21/2017 contractor Elander Mechanical Inc Completed By(please print) Scott M signature Section A Ventilation Quantity (Determine quantity by using Table N1104.2 or Equation 11-1) Square feet(Conditioned area including Basement—finished or unfinished) 4446 Total required ventilation 165 Number of bedrooms 4 Continuous ventilation 83 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 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 85/43 100/50 115/58 130/65 145/73 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 120/60 135/68 150/75 165/83 180/90 195/98 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 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(HRV)and energy recovery ventilators(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 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 continuous may have automatic cycling controls providing the average flow rate for each hour is met. Section B Ventilation Method (Choose either balanced or exhaust only) ®Balanced,HRV(Heat Recovery Ventilator)or ERV(Energy El Exhaust only Recovery Ventilator)—cfm of unit in low must not exceed continuous Continuous fan rating in cfm ventilation rating by more than 100%. Low cfm: 82 High cfm: Continuous fan rating in cfm(capacity must not exceed 192 continuous ventilation rating by more than 100%) Directions-Choose the method of ventilation,balanced or exhaust only. Balanced ventilation systems are typically HRV or ERV's. Enter the low and high cfm 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. Section C Ventilation Fan Schedule Description Location Continuous intermittent Directions-The ventilation fan schedule should describe what the fan is for, the location,cfm,and whether it is used for continuous or intermittent ventilation. The fan that is chose for continuous ventilation must be equal to or greater than the low cfm air rating 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 D Ventilation Controls (Describe operation and control of the continuous and intermittent ventilation) Located on unit.Unit set to run on low speed to meet code. Directions-Describe the operation of the ventilation system. There should be adequate detail for plan reviewers and inspectors to verify design and installation compliance. Related trades also need adequate 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 an ERV or HRV is to be installed,describe how it will be installed.if it will be connected and interfaced with the air handling equipment, please describe such connections as detailed in the manufactures'installation instructions.if the installation instructions require or recommend the equipment to be interlocked with the air handling equipment for proper operation,such interconnection shall be made and described. Section E Make-up air Passive (determined from calculations from Table 501.3.1) Powered(determined from calculations from Table 501.3.1) Interlocked with exhaust device(determined from calculation from Table 501.3.1) Other,describe: X Not Required, Neg# Location of duct or system ventilation make-up air:Determined from make-up air opening table Cfm Size and type(round,rectangular,flex or rigid) (NR means not required) 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 iMC 501.3.3. 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 501.3.2 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 iMC 501.3.2.3. Table 501.3.1 PROCEDURE TO DETERMINE MAKEUP AIR QUANITY FOR EXHAUST EQUIPMENT IN DWELLINGS (Additional combustion air will be required for combustion appliances,see KAIR method for calculations) One or multiple power One or multiple fan- One atmospherically vent Multiple atmospherically vent or direct vent assisted appliances and gas or oil appliance or vented gas or oil appliances or no power vent or direct vent one solid fuel appliance appliances or solid fuel combustion appliances appliances appliances Column C Column D Column A Column B 1. a)pressure factor 0.15 0.09 0.06 0.03 (cfm/sf) b)conditioned floor area(sf)(including 4446 unfinished basements) Estimated House Infiltration(cfm):[la x 1131 667 2.Exhaust Capacity a)continuous exhaust-only ventilation 0 system(cfm);(not applicable to balanced ventilation systems such as HRV) b)clothes dryer(cfm) 135 135 135 135 c)80%of largest exhaust rating(cfm); Kitchen hood typically (not applicable if recirculating system 240 or if powered makeup air is electrically interlocked and match to exhaust) _ d)80%of next largest exhaust rating (cfm); bath fan typically Not (not applicable if recirculating system or if powered makeup air is electrically Applicable interlocked and matched to exhaust) Total Exhaust Capacity(cfm); [2a+26+2c+2d] 375 3.Makeup Air Quantity(cfm) a)total exhaust capacity(from above) 375 b)estimated house infiltration(from 667 above) Makeup Air Quantity(cfm); [3a-3b] Neg # (if value is negative,no makeup air is needed) 4.for makeup Air Opening Sizing,refer to Table 501.4.2 NA 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. Makeup Air Opening Table for New and Existing Dwelling Table 501.3.2 One or multiple power One or multiple fan- One atmospherically Multiple atmospherically vent,direct vent assisted appliances and vented gas or oil vented gas or oil Duct diameter appliances,or no power vent or direct appliance or one solid appliances or solid fuel combustion appliances vent appliances fuel appliance appliances Column A Column B Column C Column D Passive opening 1-36 1—22 1-15 1—9 3 Passive opening 37—66 23—41 16—28 10—17 4 Passive opening 67—109 42—66 29—46 18—28 5 Passive opening 110-163 67—100 47—69 29—42 6 Passive opening 164-232 101-143 70-99 43-61 7 Passive opening 233—317 _ 144—195 100—135 62—83 8 Passive opening 318-419 196-258 136-179 84-110 9 w/motorized damper Passive opening 420—539 259—332 180—2.30 111-142 10 w/motorized damper Passive opening 540-679 333-419 231-290 143-179 11 w/motorized damper Powered makeup air >679 >419 >290 >179 NA Notes: A. An equivalent length of 100 feet of round smooth metal duct is assumed. Subtract 40 feet 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 stretched with minimal sags. Compressed duct shall not be accepted. C. Barometric dampers are prohibited in passive makeup air openings when any atmospherically vented appliance is installed. D. Powered makeup air shall be electrically interlocked with the largest exhaust system. Section F Combustion air Not required per mechanical code(No atmospheric or power vented appliances) X Passive(see IFGC Appendix E,Worksheet E-1) Size and type 6" Flex 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. Directions-The Minnesota Fuel Gas Code method to calculate to size of a required combustion air opening, is called the Known Air Infiltration Rate Method. For new construction,4b of step 4 is required to be filled out. 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 XDirect Vent Input: Btu/hr or Power Vent Water Heater: _Draft Hood X Fan Assisted _Direct Vent Input: 40,000 Btu/hr or Power Vent Step 2:Calculate the volume of the Combustion Appliance Space(CAS)containing combustion appliances. 1040 The CAS includes all spaces connected to one another by code compliant openings. CAS volume: ft3 LxWxH L W H Step 3:Determine Air Changes per Hour(ACH)1 Default ACH values have been incorporated into Table F-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.(DO NOT COUNT DIRECT VENT APPLIANCES) 4a.Standard Method Total Btu/hr input of all combustion appliances Input: Btu/hr Use Standard Method column in Table E-1 to find Total Required TRV: 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 S. 4b.Known Air Infiltration Rate(KAIR)Method(DO NOT COUNT DIRECT VENT APPLIANCES) Total Btu/hr input of all fan-assisted and power vent appliancesInput: 40,000 Btu/hr Use Fan-Assisted Appliances column in Table E-1 to find RVFA: 3000 ft3 Required Volume Fan Assisted(RVFA) Total Btu/hr input of all Natural draft appliances Input: Btu/hr Use Natural draft Appliances column in Table E-1 to find RVNFA: ft3 Required Volume Natural draft appliances(RVNDA) Total Required Volume(TRV)=RVFA+RVNDA TRV= + = 3000 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 S. 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= 1040 / 3000 = .35 Step 6:Calculate Reduction Factor(RF). RF=1 minus Ratio RF=1- .35 = .65 Step 7:Calculate single outdoor opening as if all combustion air is from outside. 40,000 Total Btu/hr input of all Combustion Appliances in the same CAS Input: Btu/hr (EXCEPT DIRECT VENT) Combustion Air Opening Area(CAOA): Total Btu/hr divided try 3000 Btu/hr per in2 CAOA= 40,000 /3000 Btu/hr per int= 1 3.33 in2 Step 8:Calculate Minimum CAOA. Minimum CAOA=CAOA multiplied by RF Minimum CAOA=13.33 x .65 = 8.7 in2 Step 9:Calculate Combustion Air Opening Diameter(CAOD) CAOD=1.13 multiplied by the square root of Minimum CAOA CAOD=1.13 V Minimum CAOA= 3'3 in.diameter go up one inch in size if using flex duct 1 If desired,ACH can be determined using ASHRAE calculation or blower door test.Follow procedures in Section G304. IFGC Appendix E,Table E-1 Residential Combustion air(Required Interior Volume Based on Input Rating of Appliance) Input Rating Standard Method Known Air Infiltration Rate(KAIR)Method(cu ft) (Btu/hr) Fan Assisted or Power Vent Natural Draft 1994 to present Pre-1994 1994 to present Pre-1994 5,000 250 375 188 525 263 10,000 500 750 375 1,050 525 15,000 750 1,125 563 1,575 788 20,000 1,000 1,500 750 2,100 1,050 25,000 1,250 _ 1,875 938 2,625 1,313 30,000 1,500 _ 2,250 1,125 3,150 1,575 35,000 1,750 2,625 1,313 3,675 1,838 40,000 2,000 3,000 1,500 4,200 2,100 45,000 2,250 3,375 1,688 4,725 2,363 50,000 2,500 3,750 _1,675 5,250 2,625 55,000 2,750 4,125 2,063 5,775 2,888 60,000 3,000 4,500 2,250 6,300 3,150 65,000 3,250 4,875 2,438 6,825 3,413 70,000 3,500 5,250 2,625 7,350 3,675 75,000 3,750 5,625 _ 2,813 7,875 3,938 80,000 4,000 6,000 3,000 8,400 4,200 85,000 4,250 6,375 3,188 8,925 4,463 90,000 4,500 6,750 3,375 9,450 4,725 95,000 4,750 7,125 3,563 9,975 4,988 100,000 5,000 7,500 3,750 10,500 5,250 105,000 5,250 7,875 3,938 11,025 5,513 110,000 5,500 _ 8,250 4,125 11,550 5,775 115,000 5,750 8.625 4,313 12,075 6,038 120,000 6,000 9,000 _ 4,500 12,600 6,300 125,000 6,250 9,375 4,688 13,125 6,563 130,000 6,500 _ 9,750 4,875 13,650 6,825 135,000 6,750 10,125 5,063 14,175 7,088 140,000 7,000 10,500 5,250 14,700 7,350 145,000 7,250 10,875 5,438 15,225 7,613 150,000 7,500 11,250 5,625 15,750 7,875 155,000 7,750 11,625 5,813 16,275 8,138 160,000 8,000 12,000 _6,000 16,800 8,400 165,000 8,250 12,375 6,188 17,325 8,663 170,000 8,500 12,750 6,375 17,850 8,925 175,000 8,750 13,125 6,563 18,375 9,188 180,000 9,000 13,500 6,750 18,900 9,450 185,000 9,250 _ 13,875 6,938 19,425 9,713 190,000 9,500 14,250 7,125 19,950 9,975 195,000 9,750 14,625 7,313 20,475 10,238 200,000 10,000 15,000 7,500 21,000 10,500 205,000 10,250 15,375 7,688 21,525 10,783 210,000 10,500 15,750 7,875 22,050 11,025 215,000 10,750 16,125 8,063 22,575 11,288 220,000 11,000 16,500 8,250 23,100 11,550 225,000 11,250 16,875 8,438 23,625 11,813 230,000 11,500 17,250 8,625 24,150 12,075 1. The 1994 date refers to dwellings constructed under the 1994 Minnesota Energy Code.The default KAIR used in this section of the table is 0.20 ACH. 2. This section of the table is to be used for dwellings constructed prior to 1994.The default KAIR used in this section of the table is 0.40 ACH. LOT SURVEY CHECKLIST FOR RESIDENTIAL 714 1174° 77 11 BUILDING PERMITAPPLICATION PROPERTY LEGAL: h� !fes / doe/- 1, Ti � /7/�G// ✓ st i DATE 6F SURVEY //,,// LATEST REVISION: as a) c ast V 'a O z a DOCUMENT STANDARDS ,rd 0 0 • Registered Land Surveyor signature and company A ❑ 0 • Building Permit Applicant .0 0 0 • Legal description .0 0 0 • Address J' ❑ ❑ • North arrow and scale I/ ❑ ❑ • House type(rambler,walkout,split w/o,split entry, lookout,etc.) X ❑ ❑ • Directional drainage arrows with slope/gradient% ,s ❑ ❑ • Proposed/existing sewer and water services&invert elevation /( ❑ El • Street name / 0 0 • Driveway(grade&width-in R/W and back of curb,22'max.) 0 ❑ • Lot Square Footage .0 ❑ ❑ • Lot Coverage ELEVATIONS Existing ,,B 0 ❑ • Property corners ,11 ❑ ❑ • Top of curb at the driveway and property line extensions 0 ❑ 0 • Elevations of any existing adjacent homes ,!11 0 ❑ • Adequate footing depth of structures due to adjacent utility trenches X ❑ ❑ • Waterways(pond,stream,etc.) Proposed % ❑ ❑ • Garage floor $' 0 ❑ • Basement floor iir ❑ ❑ • Lowest exposed elevation(walkout/window) )2' ❑ ❑ • Property corners pi ❑ ❑ • Front and rear of home at the foundation Y49 • PRV Required PONDING AREA(if applicable) je" 0 ❑ • Easement line X ❑ ❑ • NWL )1 ❑ ❑ • HWL ❑ , ❑ • Pond#designation j ' ❑ ❑ • Emergency Overflow Elevation V ❑ ❑ • Pond/Wetland buffer delineation Y fit, • Shoreland Zoning Overlay District Y is, • Conservation Easements DIMENSIONS y ❑ ❑ • Lot lines/Bearings&dimensions 2' ❑ • Right-of-way and street width(to back of curb) CI❑ ❑ • Proposed home dimensions including any proposed decks,overhangs greater than 2', porches,etc. (i.e.all structures requiring permanent footings) ,e ❑ ❑ • Show all easements of record and any,City utilities within those easements ,0' ❑ ❑ • Setbacks of proposed structure and sid.. and setback of adjacent existing structures /Fr ❑ ❑ • Retaining wall requirements: i Reviewed By:,--L/--;"4 Date 0509 G:/1 Engineering/FORMS/Cert.of Survey Checklist Rev.11-16-16 vr LEGAL DESCRIPTION: CERTIFICATE OF SURVEY FOR: --es P/7 6, 77 LOT 16,BLOCK 1,TIPPERARY,DAKOTA COUNTY, MINNESOTA PlJLTE HC) MES 3:1 MaY.imum Slc; 3 Or Ft.a;c114'.g Wall WM LOT AREA: 7500 Flying Cloud Drive, Suite 670 Be Required .--....41 LOT AREA=16,468 SQ.FT.OR 0.378 ACRES Eden Proirie, MN 55344 oc3. z,/z,,., _..____.,. ,,itilv,c .2E''-8,84 81,6 IMPERVIOUS AREA=2,813 SQ.FT.(17.1%) BUILDING FOOTPRINT AREA=2,262 SQ.FT.(13.7%) Office: (952) 229-0723 ADDRESS: LEGEND: 3827 AIDAN COURT / EAGAN,MINNESOTA .---- ' DECIDUOUS OVERSTORY TREES PROPOSED ELEVATIONS: , .., : '-. \ TOP OF FOUNDATION =896.5 '',.- : - EVERGREEN TREES .), GARAGE FLOOR =896.0 '': -, EXISTING VEGETATION \ A" BASEMENT FLOOR =887.8 '----' SEE TREE PRESERVATION PLAN LOWEST POSSIBLE FLOOR =887.6 r 1 NATIVE GRASS SEED MIX \ -" •, I REAR =887.1 1 i MN STATE 35-221 ---- - - INFILTRATION BASIN SEED MIX MN STATE 33-261 WITH PLUG MIX - SEE SCHEDULE PULTE HOUSE PLAN: ..,-.,--..- SILT FENCE (TREE PROTECTION FENCE) ' • '- "STONEBROOK" _ . - „ EXISTING TREES TO REMAIN 4c) -9 FT.BASEMENT WALKOUT- -- "' PROTECT DURING CONSTRUCTION 411%.9 ‘ - Ic) (' -- ' " ,;0. ELEV."NC2G" .. PLAN DATE: N/A N 7 / PULTE JOB#01601 \ , X884.39 i" x -. . " X87970,, - °S#,, / BENCH MARK: . TNH LOCATED ON LOTS 15&16,BLOCK 1,TIPPERARY /CC: \ HAS AN ELEVATION OF 897.23 FEET NGVD29. ik /885.77 * .)1\"\i- - BOTTOM OF S -;- ., -- - - BASIN 8-78.2,---- ---- - --- . \N ---•° . i- ,,-, HWL=884.0 ° . . -SILT FENCE • 88590 ,..- - 883.13 , INSTALL , , TOERIblETER CO taltol. , 885 58 -x Pa..,...37-4,8.R.A1214G- - - - , +.."',-., .... ... - \ - . .- .,,,0 --- _--- 886.39. .... ,,,a,0',--1--i, 7•0,.. - . • T,,, , ----.. I' -- -- PO _ 4,.78', 1 t,, ...: --- .'-.C, , , / 8-79 71 44, ' , ......, .- , -49,7,-4,fx" ,- 0111 -.11111 -:I' X 886 00 **!,, • •- ,-, -- -•:"'''XiG.T.4.a„A":„.,,.,, - ft - •::::---- XT451•144,5:-5-,.. -----T- ,„ '.-', ------ --,---. . 886 42 I.....!.....i.--... 887.0 "...,s, dizxf'WI')' r‘o • „.,-.4 z -... ,-f"--- .---_, =4,t; '')‘'(-\\) •` ,,, .-k C'' / -...„.„......,.. - . --. , ' cr• nq-.), .:* / . ip 4,W 886.38--' -",f , 6c,..,,,,_ ,. 4...• \s`,` z - -...,... -1- , - r-,0, . ,..., 887,,-*,..G., 00- - / 886.84 ''':•air •.'`' • )*4b. Ar 4, . • , 5 ,7 -.,- / 886 66 0 _x-88'6.92 •" 887 90--1 , ',t, ---- / 886.6 7 886.6 - , ,...0 0 0X887.47 X X LEGEND: •••\---887 94 4)9•) ----4. , i,' / T/IRON ' // X 886 90 934.0 EXISTING ELEVATION --, \ \--889.03 4, 1\r\44 _ x1886.6[ T/1RON 86.69 ,--1,- , -, 887-1 x..-- 19.59 --,,, 875i ‘-' 0 5--\ ,-..,, ,-- 934.0 PROPOSED ELEVATION ''',,' •,...\ ' (0 \ ---888.27 SILT FENCE 887 03 13.67 887 i 1 ,0 0 ' /IP co DIRECTION OF DRAINAGE .,/ 888 8(TREE PROTEC „,/,/TION-, FENCE) 888.44 i.e. 886 987 1 887.11 887.04 887 01 Q IRON MONUMENT SET \ - 1887.81 i CS CURB STOP \ \ Cg \)- 0 0- O (-,;s ,3c,., c.,,,c, X887 59 ' PROPOSED BFE I t Z1.1< F- 887.07 EOF EMERGENCY OVERFLOW 23 •'4 -- HOUSE \.. ' , -9 FT. BASEMENT m LFE LOWEST POSSIBLE FLOOR \ - Li_i ,f- Li.T 88/25 887 48-X- WALKOUT- X887.19 BFE BASEMENT FLOOR ,,... \87 si qp\ 8" o STONEBROOK o TC TOP OF CURB i \ ç ' l'-9'\ LT) "ELEV.NC2G" 6 w rn , -- -o- -_ X WATER VALVE \ 0 ),\ -- ' •, - - c.."--\--891 30 E(187-6) in \ 7. $),_,4 . LFE z -3X-893.115 E X893.00 892.88- < -T- 0 STORM MANHOLE ,- - ,---- \ 7, ,_,, ,A J6, \ A.) - 897.78--- D © SANITARY MANHOLE ow,, To, , GARAGE ' i 7 . ,, ,,,,,,\,,‘,,,, ' 4 - «• -1- (2 STALL) -CX POWER POLE 1 N 893.20--,8 5.67 '893 26 896.0 893.39 al (P) PROPOSED ELEVATION . V 894 14 3 .1\--E--‘;.--- \-17.f.,_ 893 10--X 12.00 /1 ° i o 893i70-- i) (c:,). 4' GAR. A ' 88:8 58 0 0 EXISTING TREE /11RoN VD , c T 36.03 16 -, EXT. 20.33 i7iti 893.22 / 0 , a, , co = 1895.01 894 60 4il z,-,----\ . -I 0 i • 1 8.67 ..,,-, T-- 19.65 -/ 893.80 PROPOSED TREE X L_ -/--- -I- -------- ' I T/IRON _\a-- " 1 -A \ 894 2\ 893 30 _...........- 893.20-X- BUILDING PAD \\ \. ...-----0\VIG , ,i0\-or. L9)<- 41 co ,J. cS 893 64-----T ',- -7'"-I '''^-... '\ 893. _________ -P50?) 0, . I ,.,-5 0_ 1 T , V 0 la) ,-,,,:',:, PROPOSED CONTOURS o ct cr EL o 1 I top. I 894.51-7 co 0 1.4- 89, ' , \ SX-+4 46 44‘. ,i5(pi _ 0 NOTES: :93,74 8845 l:K.... 894 54 _ ___I - - \ . 0(p) --,--- 89448-" Cl) \ .-- ---- DRANAGE & 1. SURVEY PREPARED FROM ALLIANT ENGINEERING,INC. 8945 ..... GRADING PLAN DATED APRIL 13,2017. / 'D' V _ 8492 893 85 2. BEARINGS ARE ASSUMED PER PLAT ' ze oi EvvED 895 15 41 5 7 n°-b, 8 L=5034 1: • 8938 .NT 95 01 UTILtITY„.....iEhSEME2 zz - 3. BUILDING DIMENSIONS SHOWN ARE TO OUTSIDE / ,-'' ,,,,''' \R=55.00M.23 FRAMING OF FIRST FLOOR PLAN.ALL DIMENSIONS AND AP ,1/:i / s.,.88- • Yi, ' At - . LOCATIONS ARE TO BE VERIFIED IN THE FIELD WITH THE BY ---.,-4-------,i-Im ---...... / • .:94.4 • . t - - ARCHITECTURAL PLANS. / 894 79 -TC 89,22 ' 893 66 Da:. /Affiga ..........,. , 11 , i EAGAN EN ZEERING L)EPE -. - 8944 1 1 , , • i ' .. EW -- ' • RIM , , Pulte Job #: Dote Staked• 1 hereby certify that this plan, specific tion or report li EVI E D ,894.16-0 I, 01601 1/9/18 was prepared by me or under my direct sripon TC_ and that I am a duly Licensed Profess anal //VI , Alliant Job # Checked B y Surveyor under Minnesota statutes 326 02 to 26.16. , •, DENNIS B.OLMSTEAD / ' - 2-• S---'.-1 413 -C . 'AI D A N l CO U RT 216-0050-01601 DBO, NJB Print Name -' ___Sd4t,, 7D- ate:.... -"-.77-.."'-' Field Crew Drawn By. Signature JANUARY 11, 201 8 --Ingan-Building Inspections Division i - . --....... 894 BC LT Dote Lice,s - ••• -'• i Alliant Engineering,Inc. 0 10 20 40 TIPPERARY 233 Park Ave S,Ste 300 Minneapolis,MN 55415 EAGAN, MINNESOTA 612.758.3080 MAIN IIIIII. M.1.11111111.1 ..'i ' '416 SCALE IN FEET 612.758.3099 FAX LOT 1 6, BLOCK 1 www.alliant-inc.com OF Eq m o m� 10 3830 Pilot Knob Road I Eagan MN 55122 Phone: (651)675-5675 I Fax: (651)675-5694 buildinginspections(c' citvofeadan.com Address: 3827 Aidan Court Permit#: 147677 The following items were /were not completed at the Final Inspection on: 5 -3 Complete Incomplete Comments Final grade - 6"from siding Permanent steps—Garage Permanent steps— Main Entry Permanent Driveway Permanent Gas Retaining Wail or 3:1 Max Slope t/ Sod / Seeded Lawn E Trail / Curb Damage V 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. 1100 rIC i Building Inspector: 1 R. , ... r For Office Use I ...4,' t # Permit#: /CV6-"---• 2 ., 9' EAGAN +..r,..4.. #.•0 ........ ECEivE Date Received. 3830 PILOT KNOB ROAD I EAGAN, MN 55122-1810 (651)675.5675 I TDD: (651)454-8535 I FAX (651)675-E4 A r4.1.1 f1 a orov, Staff: 41111 bLiddinginSPeCtiOnS@CitY0feagan.COM , I"'“ A U t) ZULU • 2020 RESIDENTIAL Ben i , - - , 7 ; IT APPLICATION Date: 4/7/2020 Site Address: 3827 Aidan Court Unit#: NameJustin Hubble Phone952-288-5717 : : Resfdenti Address/City/Zip3827 Aidan Ct / Eagan / 55123 : Applicant isOwner Contractor . ,,LLit, ,;i ivt.tl„It ,,,i-,-, i New Deck / , ''' -- .,_ Description of work: IJ ....:-..). i i Of 1,-442 ti. si Type of Work Construction $10Cost: Multi-Family Bulling: (Yes /No 1 ),000 Company: Contact: Contractor Address: City. . , State: Zip: Phone: Email: License#: 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 _No If yes,date and address of master plan: Licensed Plumber: Phone: Mechanical Contractor: Phone: Sewer&Water Contractor: Phone: Fire Suppression Contractor: Phone: NOTE:Plans and supporting documents that you submit are considered to be public information. Portions of the information may be _clae..sifiedles,my±public„ifyo_Ls provide specific reasons that would permit theCityto 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.cityofesuan.comisubscribe. 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. Cali 48 hours before you intend to dig to receive locates of underground utilities. voNw.gopherstaleonecail.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 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. x Justin Hubble x Applicant's Printed Name Applicant's Signature s C� 0614`t C4- e / /ds 00 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 X Deck _ Porch(Screen/Gazebo/Pergola) _ Miscellaneous 01 of Plex Lower Level Pool— _ Accessory Building WORK TYPES XNew _ 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 $ 4,000 Occupancy IRC 1 MCES System Plan Review Code Edition 2020MNRC SAC Units (25%_100%X) Zoning R1 - S City Water Census Code Stories Booster Pump #of Units Square Feet PRV #of Buildings Length Fire Suppression Required Type of Construction 5B Width REQUIRED INSPECTIONS Footings(New Building) Meter Size: X' Footings(Deck) Final/C.O. Required Footings(Addition) Final/No C.O. Required Foundation Foundation Before Backfill HVAC_Service Test Gas Line Air Test_Hood Roof:_Ice&Water _Final Pool:_Footings Air/Gas Tests Final x Framing 30 Minutes 1 Hour Drain Tile Fireplace:_Rough In Air Test _Final Siding:_Stucco Lath _Stone Lath _Brick EFIS Insulation Windows Sheathing Retaining Wall:_Footings_Backfill Final Sheetrock Radon Control Fire Walls Fire Suppression:_Rough In_Final Braced Walls By:dqualleREVIEWED Erosion Control — Shower Pan Date:05/21/2020 Other: Reviewed By: Eagan Building Inspections Division , Building Inspector RESIDENTIAL FEES Base Fee New deck with stair case and winder treads over Surcharge intermediate landing - Plan Review MCES SAC Deck 12 x 20 = 240 City sac Landing 6 x 3 = 18 Total Square Feet = 258 Utility Connection Charge Sq. Ft. Valuation: 258sq. ft. x 15$ = 3,870 S&W Permit&Surcharge • Treatment Plant Radio Meter Read Copies TOTAL Page 2 of 3 ' 3 '.,--9---7 A-tc1A .C\_+ . '••LEGALDESCRIPTION: CERTIFICATE OF SURVEY FOR: /610. • LOT 18.BLOCK,.TIPPEAARY.DAKOTA COUNTY, MINNESOTA. PULTE HMaximum 3:1 MPL:Imum S)c;:=a a�7.^, imu wall Wdl • LOT AREA: 7500 Flying Cloud Drive, Suite 670 Be Required _J LOT AREA`10.488 SO.FT.OR 0.378 AGES Eden Prairie, MN 55344 PAPERVIOIS AREA-2,813 SQ FT.(17.1%) BUILDING FOOTPRINT AREA=2,282 BO.FT.(13.7%) 73) Office: (952) 229-0723 Ci.o Nf rrs•5.1.34 43:11 t-{ 3.I f / cf ADDRESS: LEGEND: / li 3827 MOAN COURT EAGAN,MINNESOTA +.:�' - DECIDUOUS MRS-TORT / PROPOSED ELEVATIONS: . •; �� // 5"y.WS,--; TOP TOP OFFOUIDATION =eau 'i. EVERGREEN TREES 86 / _; Cr/ �._---_i'\. GARAGE FLOOR .80 _ COSMO VEGETATKIN \ BASEMENTFLOOR .887"1 ...,T SEE 1REE PRESERVATION PUN \ ,. LOW ]"..- REAR POSSIBLE FLOOR .1E7.1 l I NA7NE ORA55 SEED MIX \ ,/ ,' REAR .M7.1 1111 STATE 35-127 \ 1 1,. 1*1I.11RA7,EKRI 6/5W 5®Me( 86.15 -- ILL girl SEE SCIEIXRE ,.. �- Y PULTE HOUSE PLAN: .. SILT FENCE(TREE PROTECTOR FENCE) O .ET7TO 4 FT.BASEMENT WAU5OUT- '•' PRCD�C �OPELEV.'K@O PLAN DATEWA PULTE JOB 101801 4jr1✓ xee..39-it �_.-x87,,4 \- i .. / t✓ _ BENCH MARK: GOA • �6� TNN LOCATED ON LOTS 15&I4 BLOCK I,TIPPERARY ". HAS AN eEVAIION OF 86727 FEET NGVD28. \' _ �oc.j .,.•., lipkoT+ • - • earner Or'. `-SILT FENCE . J ,^Hut S 3.S... 11 coNmRol • . c71 x864 _ ,� . - Building set back must be 0/ -4► ''' . } r - • � XM60D verified and marked by ,, - contractor/home owner for10 \6l�p• °°'"• ���+`i>\ • �' footing/frarring inspection �!�600 EL6 ��.04 51, 1\73. �� • $ --���: 5�. ('( 15 p NV 90 __i�7 . . a' ,./ 886.82•S6.ee 1666.61 olx .9: x887. X X I LEGEND: .-- 1;( ZI ��5 J,PaH 93.4.0 E10STWG ELEVATION _ +J W t, ' :.OJ 66.69 X'm 19.59' 18978, 1934.01 PROPOSED ELEVATOR ^ : fie h :7 G 13.67 •987.9 I 7 . �,rl s ---.- DIECTION OFDRMNA3E -f ie�\(TRE• T FENCEem.-.TEC T1ON--, on III1$.gl 8888,. \ \ E) en.. �. 2133 co, I O 81011 MONUMENT SET \ `\ 15•x887. 1667.61 I CS CURB STOP \ �C \ 6FE i �, \ \\ PROPOSED 3.r..-5877 1 EOF Ere3r�vOVERFLOW HOUSE ' ._ -�ia. LEE LOY/EST POSSIBLE RAOR '\• -9 FT.BASEMENT ___ -_ U1•;("7,!!1'6, i S BEE mimeo RADR �ee,y \\ 867.8 r WALKOUT- ee. • -8 SIQNASRQQI<. 8 o I TC TOP OF CURB 'vv,-,,,,, .\\JlJ` at\` n 9.EV.NO2Q n •g +1 I'_.I.- .. B WATER VALVE \�•p 9�\891 30 CC-3) ,, i O STORM MANHOLE , J ^� JJ77y�T} �, 89278 LII r x893.00 °9TD8 • 8935 �' 1 I ® SANPTARYMAN110LE \ \d'' '`>ri\' I GARAGE �' I '7.\\ / fi e,s 20 5.671 (2 STALL) r .C7 POW61 FOIE • ,'� / \1T/ \\fib •!9396 Inca] • .� 9-- i i PROPOSED ELEVATION I e9a is a�. 893 a- 12.00 �' i 8 1 0 E108IIIDTi� i zI e9.7so-�_ '- 36.03 P - 20.33 i e93.n 1895.oI •,-�, I e.6a 19.65 B --rAg . PROFOR®7Piff 1X S .9.._\\ _._.. .. _r ' . IT/NON \ \ 893.7011 90330 1 Li \ -, G ^ soT.6. ? I_._ SOLOING PAD • \ \ 893ge C \ ,o IS 7 o Io, -" - 900 - PROPOSED CONTOURS ,.1 \ �7 \ In I� \ e \..:.s:i ell."I119.5 .I n Ri. NOTES: / .93 7 . \\.s"=s,„.,, ,Y°' I-_ 5 I _�Jo 89.x3. (n 1. SURVEY PREPARED FROM ALUANTENGPIEERING.SIC. .�•5 \ �.. E SLMENT e -• ��. GRADING PLAN DATED APRIL 13,2017. / N \-59+97 s93 es 2. BE/WNGS AREA88114®PEIi PIAT /3 EWE D • b • °"-.6°/ e9s is � 89581 50.34�, 3. BUILDING DIMENSIONS 8HOPRI ARE TOOUTBIOE , / U ' 1 55.0019773RI J FRAMING OF FIRST FLOOR PUN.ALL O&MAANONS AND /�/�/ / air•.\3' w� h' LOCATIONS ARE TO BE VOWED W THE REID THE By .-4.- / •.:.d -'� . • ARCHITECTURAL PLANS. Date /LB7LI.G / N.78 LS." 88386 • i LAGAN EN a INURING DEPT 19.1. IW..Jeb F.. 611,.518..4 I ...I° mat M an..pt.� . REVIEWED - ro /717 �►;; o.3. Survey:, .W *owl MP n 328802 la'928.,2. -LL 7 Tt�. sass,214-as6 , Ona.!By '_ Al18-0050 O60I 090,T R.1 N99._.. ...._101&'----/W-;.-..... 1]I/ML�� ���• ' s l '=C- _ _.`✓!li AN `, Field C,..: _ ��W E D 6C °'�" 5yn.lw`A MUA11""''°'"- :.wilding Inspections Division Pint E' 'a A.e.Inc. 0 10 20 40 _ j� _ • TIPPERARY Y38P•kA9.aeM300 I I [J� (} } '+ ' MI3PrI4P9,►W 65916 '_� . 1 I EAGAN, MINNESOTA 512.758.3.40 MN ' WI 15, BLOCK 1 °, 2- SCALE IN FEET Date: 05/21/2020- - - • Cw.•... 11299111di9..9 I 41...9•. 1'Yi9.ie.Lnes PERMIT City of Eagan Permit Type:Building Permit Number:EA179605 Date Issued:10/12/2022 Permit Category:ePermit Site Address: 3827 Aidan Ct Lot:16 Block: 1 Addition: Tipperary PID:10-76815-01-160 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. If water damage is encountered, please call (651) 675-5675 to schedule a site visit to verify the extent of the damage. Any repairs must be inspected prior to covering. The inspector will determine if an additional permit will be required to repair the water damage. 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: This permit shall be null and void if work does not start within 180 days of issuance, or if work is suspended for 180 days or more after started. I hereby acknowledge that I have read this application and state that the information is correct and agree to comply with all applicable State of Minnesota Statutes and City of Eagan Ordinances. Contractor:Owner:- Applicant - Justin William & Jill Marie Hubble 3827 Aidan Ct Eagan MN 55123 Supreme Contracting 1130 70th St W Inver Grove Heights MN 55077 (651) 353-4783 Applicant/Permitee: Signature Issued By: Signature