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535 Aidan Cove gLiLleqq - \6) 34 -.5-'q r • Use BLUE or BLACK Ink �i �� /7 Y /C _ For Office Use I �g;'' City of Eapn. ( ,Vezig / Permit#: t 3830 Pilot Knob Road � Permit Fee: � ��- Tg Eagan MN 55122 f-C L i t�,V ;,r, 9, O?� 7 7 Date Received: ` a/-/ o Phone:(651)675-5675 4)7-f-- buildinoinspections(r citvofeaoan.com MAR 212018 Staff: 2017 RESIDENTIAL BUILDING PERMIT APPLICATION Date: 3.20.2018 Site Address: 535 Aidan Cove Eagan MN 55123 Unit#: Name: Phone: Resident! -I``��` f Oi wner ( Address/City/Zip: 9 k � ( /'e/�C� Applicant is: Owner Contractor Type of Work Description of work: Residential New Construction p(�-j2x'Ci� 0 Construction Cost: 300' 00 Multi-Family Building: (Yes /No x ) 0. f Company: Pulte Homes of MN Contact: Charles Ratts 7500 Flying Cloud Drive #670 Eden Prairie 1 Address: yg City:Contractor i State: MN Zip: 55344 phone: 612.790.2892 Email: charles.ratts@pultegroup.com BC627273 License#. 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: Elander Mechanical 952.445.4692 Licensed Plumber: Phone: Elander Mechanical 952.445.4692 ,. , Mechanical Contractor: Phone: Sewer&water Contractor: DSM Excavating Phone: (651) 480-1355 E Fire Suppression Contractor: NA Phone: r NOTE:Plans and supporting documents that .It"* _ ftare` bei , t+ffi, , information maybe classified as non-public if you provide specific ons�t't City ' a t,. ,„.;,..,i ` Y 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.citvofeaoan.com/subscribe. Exterior work authorized by a building permit issued in accordance with the Minnesota State Building Code must be completed within 180 days of permit issuance. CALL BEFORE YOU DIG. Call Gopher State One Call at(651)454-0002 for protection against underground utility damage. Call 48 hours before you intend to dig to receive locates of underground utilities. www.gopherstateonecall.orq I hereby acknowledge that this information is complete and accurate;that the work will be in conformance 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 o- //1.. Applicant's Printed Name Applicant's Signature Page 1 of 3 DO NOT WRITE BELOW THIS LINE req + SUB TYPES /'i 1 t/k. CO V e 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 ' 2- 3, 1T '• 03 Occupancy (2 C -( MCES System Plan Review Code Edition )1,1p? 20/5--- SAC Units (25%_100% )d) Zoning g'15' City Water Census Code Stories Z Booster Pump #of Units Square Feet /1/5— PRV #of Buildings Length 17/4/ Fire Suppression Required Type of Construction Width 36 REQUIRED INSPECTIONS Footings(New Building) Meter Size: Footings(Deck) Final/C.O. Required Footings(Addition) Final/ No C.O. Required Foundation Foundation Before Backfill HVAC_Gas Service Test Gas Line Air Test Roof: =Ice &Water _Final Pool:_Footings Air/Gas Tests _Final 4- 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 Erosion Control Shower Pan Other: Reviewed By: : , , , Building Inspector RESIDENTIAL FEES Pg•Senl en r 7 Base Fee Surcharge / 5r,70,> . i)`Z. , / 51 ./7- (9‘..-75) Plan Review 7-M (po/Z / 3/4- sg•/7- 9.C. 73) MCES SAC f'ft'4 rp0RC1-f- !S/ 5/- "f• (c0 s 00 City SAC CS*V-1/445e- /olS9 • r/ ( yes •yi) Utility Connection Charge S&W Permit&Surcharge Treatment Plant Copies TOTAL Page 2 of 3 New Construction Energy Code Compliance Certificate Date Certificate Post Per R401.3 Certificate.A building certificate shall be posted on or in the electrical distribution panel. Mailing Address of the Dwelling or Dwelling Unit City 535 Aidan Cove Eagan Name of Residential Contractor MN License Number Pulte Homes BC627273 THERMAL ENVELOPE RADON CONTROL SYSTEM Type:Check All That Apply X Passive(No Fan) Active(With fan and monometer 0 a or other system monitoring device) ro N Location(or future location)of Fan: m m a s Attic 3 N o —a m is 0 z y N 0 O- V_ X O Insulation Location m mm o m2 V' E E O c'2w w a 72 O a o .0 � a p c 2) 2) z i.i iE it Other Please Describe Here Below Entire Slab x `Exterior only per exception in R402.2.8(right) Foundation Wall R-10 x If Exception not met,R-5 at interior-ridgid Perimeter of Slab on Grade R-10 x Rim Joist(1st Floor) R-20 x Interior Rim Joist(2nd Floor+) R-20 x Interior Wall R-20 x Ceiling,flat R-49 x Ceiling,vaulted R-49 x Bay Windows or cantilevered areas R-30 x Floors over unconditioned area R-30 x 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: 0.32 R-8 Not applicable,all ducts located in conditioned space Solar Heat Gain Coefficient(SHGC): 0.26 R-8 R-value MECHANICAL SYSTEMS Make-up Air Select a Type Appliances Heating System Domestic Water Cooling System Heater x Not required per mech.code Fuel Type Natural Gas Natural Gas R-410A Passive Manufacturer Lennox Rheem Lennox Powered Interlocked with exhaust device. Model ML193UH070XP PROG5042NRH67PV 13ACXN030 Describe: Input in 66,000 Capacity in 50 Output 2.5 Other,describe: Rating or Size BTUS: Gallons: in Tons: AFUE or 93% SEER 13 Location of duct or system: Efficiency HSPF% /EER Heating Loss Heating Gain Cooling Load Residential Load Calculation 48496 17548 23,417 Cf m's "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 x Heat Recover Ventilator(HRV) Capacity in cfms: Low: 82 High: 192 Other,describe: Energy Recover Ventilator(ERV)Capacity in cfms: Low: High: Location of duct or system: Balanced Ventilation capacity in cfms: Location of fan(s),describe: Cfm's Capacity continuous ventilation rate in cfms: 6 "FLEX Total ventilation(intermittent+continuous)rate in cfms: "metal duct Builders Associaton of Minnesota version 101014 Job: 4 wrightsoft Project Summary Date: 2018 Entire House By: Plan: Newberry Elander Mechanical Inc 645 Shenandoah Drive,Shakopee,MN 55379 Pure:952-445-4692 Pro ect Information For. Pulte Homes Notes: 535 Aidan Cove Eagan MN 6453.021.01 Desi•n Information Weather Minneapolis-St Paul Infl Arp,MN,US Winter Design Conditions Summer Design Conditions Outside db -15 °F Outside db 88 °F Inside db 70 °F Inside db 70 °F Design TD 85 °F Design TD 18 °F Daily range M Relative humidity 50 % Moisture difference 42 gr/lb Heating Summary Sensible Cooling Equipment Load Sizing Structure 39557 Btuh Structure 15379 Btuh Ducts 2804 Btuh Ducts 2219 Btuh Central vent(SER=50%135 Um) 6134 Btuh Central vent(SER=50%135 dill) 1292 Btuh Heat recovery Heat recovery Humidification 0 Btuh Blower 0 Btuh Piping 0 Btuh Equipment load 48496 Btuh Use manufacturers data n Rate/swing multiplier 0.93 Infiltration Equipment sensible load 17548 Btuh Method Construction quality Simplified Latent Cooling Equipment Load Sizing Tight Fireplaces 0 Structure 1932 Btuh Ducts 207 Btuh Central vent(135 dm) 3729 Btuh Heating Cooling Heat recovery Area(ft2) 3488 3488 Equipment latent load 5869 Btuh Volume(ft3) 28984 28984 Air changes/hour 0.13 0.07 Equipment Total Load(Sen+Lat) 23417 Btuh Equiv.AVE(cfm) 63 34 Req.total capacity at 0.76 SHR 1.9 ton Heating Equipment Summary Cooling Equipment Summary Make Lennox Make Lennox Trade MERIT 90 Trade LENNOX Model ML193UH070XP36B-* Cond 13ACXN030-230-** AHRI ref 4792133 Coil C35-36B*++TDR AHRI ref 8736593 Efficiency 93 AFUE Efficiency 10.5 EER, 13 SEER Heating input 66000 Btuh Sensible cooling 22400 Btuh Heating output 62000 Btuh Latent cooling 5600 Btuh Temperature rise 50 °F Total cooling 28000 Btuh Actual air flow 1162 drn Actual air flow 933 cfrn Air flow factor 0.027 cfm/Btuh Air flow factor 0.053 cfm/Btuh Static pressure 0 in H20 Static pressure 0 in H20 Space thermostat Load sensible heat ratio 0.76 Soldltalic values have been manually overfidden Calculations approved byACCA to meet all requirements of Manual J 8th Ed. ...., Pk- wrightscoft• Rig11-Sittee Universal 2018 18,0.08 RSU2018-Mar-19 11:36:1213410 Page 1 ...esktopI2018 Heat Losses\Pate Newberry 2018.1w Calc=M..18 Frail Door faces:S Site Address 535 Aidan Cove Date 3/19/2018 contractor Elander Mechanical Inc compidityi0e.imi Scott 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) 3369 Total required ventilation 130 Number of bedrooms 3 Continuous ventilation 65 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 ❑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: 192 Continuous fan rating in cfm(capacity must not exceed 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 to run on low speed to meet continious ventilation requirements 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 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 unfinished basements) 3369 Estimated House Infiltration(cfm):[la 505 xlb] 2.Exhaust Capacity a)continuous exhaust-only ventilation system(cfm);(not applicable to 0 balanced ventilation systems such as HRV) b)clothes dryer(cfm) 135 135 135 135 c)80%of largest exhaust rating(cfm); Kitchen hood typically 240 (not applicable if recirculating system or if powered makeup air is electrically interlocked and match to exhaust) d)80%of next largest exhaust rating (cfrn); 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+2b+2c+2d] 375 3.Makeup Air Quantity(cfm) a)total exhaust capacity(from above) 375 b)estimated house infiltration(from above) 505 Makeup Air Quantity(cfm); [3a—313) (if value is negative,no makeup air is needed) Neg # 4.For makeup Air Opening Sizing,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. 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—230 111-142 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 F-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. r • 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 fitted 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 Direct Vent Input: Btu/hr or Power Vent Water Heater: Draft Hood Fan Assisted _Direct Vent Input: 40,000 Btu/hr X or 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: 432 ft3 LxWxH L W H 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.(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 5. 4b.Known Air Infiltration Rate(KAIR)Method(DO NOT COUNT DIRECT VENT APPLIANCES) Total Btu/hr input of all fan-assisted and power vent appliances Input: 40,000 Btu/hr Use Fan-Assisted Appliances column in Table E-1 to find RVFA: 3,000 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= + = 3,000 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 S: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= 432 / 3000 = .14 Step 6:Calculate Reduction Factor(RE). RF=l minus Ratio RF=1_ .14 = .86 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 by 3000 Btu/hr per in2 CAOA= 40,000 /3000 Btu/hr per in2= 13.33 inZ Step 8:Calculate Minimum CAOA. Minimum CAOA=CAOA multiplied by RF Minimum CAOA= 13.33 x .86 = 11.5 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= 3.8 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 6304. $ . 4 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) (Btujhr) 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 3500 5,250 2525 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 8525 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 100500 5,000 7500 3,750 10500 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 115500 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 130000 6500 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 13500 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 .,• , 195,111 9,750 14525 7,313 20475 10,238 200,... 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 7575 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. EPOPS: 003039-545973 ********************* NO PRICE COPY ********************* Page: 1 180202 1648 BIC2020 QUOTATION #3637 3/19/2018 AUTOMATED BUILDING COMPONENTS Sim#: 003039 * 18800 WEST 78TH STREET Emp: •. CHANHASSEN, MN 55317 Entered: 3/19/2018 • Phone: (952)937-9060 Xmitted: MILLWORK DIVISION Fax: (952)697-4240 PO#: Customer#: 2 Job Name: 535 Aidan Cove Home Owner: PULTE Project ID: 535 Aidan Cove 12701 WHITEWATER DRIVE Location: Eagan SUITE 300 Lot#: MINNETONKA, MN 55343-0000 Model: NEWBRY-CR2G-LO Phone: (952) 912-5473 Contact: Fax: (952) 936-7839 Cust PO#: CP13051 Ln Qty Lon Description No Ord g p 01 1 49" (0)X 48" (0) (4140) ProFinish Builder White Slider(XO); Rough Opening Size; FIN;Pulte Homes; Intercept; ProSolar Low E; Argon Gas; Double Glazed; Regular Strength; Half Screen Fiberglass Roll-Formed Scr Mold Wrap Screen Separate; A2 Mtg Rail/Stile; Two White; Plain; Corrosion Resist Roller/Glide Discount ID: CP13051; (U1=97"); DP:35; Test Number=C0840.01; U- Factor:.31; SHGC:.28; Unit does not qualify for any ENERGY STAR®regions.; Room ID: BSMT 02 4 36" (0)X 72" (0)(3060) ProFinish Builder White Single Hung; Rough Opening Size; FIN;Pulte Homes; Intercept; ProSolar Low E; Argon Gas; Double Glazed; Regular Strength; Half Screen Fiberglass Roll-Formed Scr Mold Wrap Screen Separate; 00 No Reinforcement; WOCD Devices; Two White; Plain Discount ID: CP13051; (UI=108"); DP:25; Test Number=C0826.01; U-Factor:.31; SHGC:.30; Unit does not qualify for any ENERGY STAR®regions.; Room ID: GATHERING & CAFE EPOPS: 003039-545973 ********************* NO PRICE COPY ********************* Page: 2 180202 1648 BIC2020 QUOTATION #3637 3/19/2018 AUTOMATED BUILDING COMPONENTS Sim#: 003039 ♦ 18800 WEST 78TH STREET Emp: CHANHASSEN, MN 55317 Entered: 3/19/2018 Phone: (952)937-9060 Xmitted: MILLWORK DIVISION Fax: (952)697-4240 PO#: Customer#: 2 Job Name: 535 Aidan Cove Home Owner: PULTE Project ID: 535 Aidan Cove 12701 WHITEWATER DRIVE Location: Eagan SUITE 300 Lot#: MINNETONKA, MN 55343-0000 Model: NEWBRY-CR2G-LO Phone: (952) 912-5473 Contact: Fax: (952) 936-7839 Cust PO#: CP13051 Ln 1Qtv Lon Descri tion No Ord g p 03 2 36" (0)X 48" (0) (3040) ProFinish Builder White Single Hung; Rough Opening Size; FIN;Pulte Homes; Intercept; ProSolar Low E; Argon Gas; Double Glazed; Regular Strength; Half Screen Fiberglass Roll-Formed Scr Mold Wrap Screen Separate; 00 No Reinforcement; WOCD Devices; Two White; Plain Discount ID: CP13051; (UI=84"); DP:25; Test Number=T260-10; U-Factor:.31; SHGC:.30; Unit does not qualify for any ENERGY STAR®regions.; Room ID: KITCHEN & PPC 04 1 36" (0)X 63" (0) (3053) ProFinish Builder White Single Hung; Rough Opening Size; FIN;Pulte Homes; Intercept; ProSolar Low E; Argon Gas; Double Glazed; Temper All All; Double Strength (1/8"); Half Screen Fiberglass Roll-Formed Scr Mold Wrap Screen Separate; 00 No Reinforcement; Maximum Clearance Hardware; WOCD Devices; Two White; Plain Discount ID: CP13051; (UI=99"); DP:25; Test Number=T260-10; U-Factor:.30; SHGC:.30; Unit qualifies for ENERGY STAR®region(s): North Central.; Room ID: BED#2 -TEMP EPOPS: 003039-545973 ********************* NO PRICE COPY ********************* Page: 3 180202 1648 BIC2020 QUOTATION #3637 3/19/2018 AUTOMATED BUILDING COMPONENTS Sim#: 003039 ' 18800 WEST 78TH STREET Emp: CHANHASSEN, MN 55317 Entered: 3/19/2018 Phone: (952)937-9060 Xmitted: MILLWORK DIVISION Fax: (952)697-4240 PO#: Customer#: 2 Job Name: 535 Aidan Cove Home Owner: PULTE Project ID: 535 Aidan Cove 12701 WHITEWATER DRIVE Location: Eagan SUITE 300 Lot#: MINNETONKA, MN 55343-0000 Model: NEWBRY-CR2G-LO Phone: (952) 912-5473 Contact: Fax: (952) 936-7839 Cust PO#: CP13051 Ln MY Lon Descri tion No Ord g p 05 2 71 1/2"(T)X 62 1/2" (T) (3053) ProFinish Builder White Single Hung; Tip-to-Tip Mulled, Horizontal Twins (4 windows, 2 openings); FIN; Pre-Mulled;Pulte Homes; Intercept; ProSolar Low E; Argon Gas; Double Glazed; Regular Strength; Half Screen Fiberglass Roll-Formed Scr Mold Wrap Screen Separate; 00 No Reinforcement; Maximum Clearance Hardware; WOCD Devices; Two White; Plain Discount ID: CP13051; (UI=99"); DP:25; Test Number=T260-10; U-Factor:.31; SHGC:.30; Unit does not qualify for any ENERGY STAR®regions.; Room ID: OWNERS & BED#3 06 1 48" (0)X 12" (0) (4010) ProFinish Builder White Picture; Rough Opening Size; FIN;Pulte Homes; Intercept; ProSolar Low E; Argon Gas; Double Glazed; Regular Strength; 00 No Reinforcement Discount ID: CP13051; (UI=60"); DP:50; Test Number=B2265.01; U-Factor:.29; SHGC:.30; Unit qualifies for ENERGY STAR®region(s): North Central.; Room ID: 0 BATH 07 1 36" (0)X 63" (0) (3053) ProFinish Builder White Single Hung; Rough Opening Size; FIN;Pulte Homes; Colonial Top White Flat(2V0H); Intercept; ProSolar Low E; Argon Gas; Double Glazed; Regular Strength; Half Screen Fiberglass Roll-Formed Scr Mold Wrap Screen Separate; 00 No Reinforcement; Maximum Clearance Hardware; WOCD Devices; Two White; Plain Discount ID: CP13051; (UI=99"); DP:25; Test Number=T260-10; U-Factor:.31; SHGC:.27; Unit does not qualify for any ENERGY STAR®regions.; Room ID: LOFT EPOPS: 003039-545973 ********************* NO PRICE COPY ********************* Page: 4 180202 1648 BIC2020 QUOTATION #3637 3/19/2018 AUTOMATED BUILDING COMPONENTS Sim#: 003039 A * 18800 WEST 78TH STREET Emp: CHANHASSEN, MN 55317 Entered: 3/19/2018 Phone: (952)937-9060 Xmitted: MiLLWORKDNIStON Fax: (952)697-4240 PO#: Customer#: 2 Job Name: 535 Aidan Cove Home Owner: PULTE Project ID: 535 Aidan Cove 12701 WHITEWATER DRIVE Location: Eagan SUITE 300 Lot#: MINNETONKA, MN 55343-0000 Model: NEWBRY-CR2G-LO Phone: (952) 912-5473 Contact: Fax: (952) 936-7839 Cust PO#: CP13051 Ln atY Long Description No ,Ord 08 1 36" (0)X 63" (0) (3053) ProFinish Builder White Single Hung; Rough Opening Size; FIN;Pulte Homes; Colonial Top White Flat(2V0H); Intercept; ProSolar Low E; Argon Gas; Double Glazed; Regular Strength; Half Screen Fiberglass Roll-Formed Scr Mold Wrap Screen Separate; 00 No Reinforcement; Drywall Modification; Maximum Clearance Hardware; WOCD Devices; Two White; Plain Discount ID: CP13051; (UI=99"); DP:25; Test Number=T260-10; U-Factor:.31; SHGC:.27; Unit does not qualify for any ENERGY STAR®regions.; Room ID: LOFT 09 3 24" (0)X 36" (0) (2030) ProFinish Builder White Single Hung; Rough Opening Size; FIN;Pulte Homes; Colonial Top White Flat(1V0H); Intercept; ProSolar Low E; Argon Gas; Double Glazed; Regular Strength; Half Screen Fiberglass Roll-Formed Scr Mold Wrap Screen Separate; 00 No Reinforcement; WOCD Devices; One White; Plain Discount ID: CP13051; (UI=60"); DP:25; Test Number=T260-10; U-Factor:.31; SHGC:.27; Unit does not qualify for any ENERGY STAR®regions.; Room ID: BED#2 & LAUNDRY EPOPS: 003039-545973 ********************* NO PRICE COPY ********************* Page: 5 180202 1648 BIC2020 QUOTATION #3637 3/19/2018 AUTOMATED BUILDING COMPONENTS Sim #: 003039 A * 18800 WEST 78TH STREET Emp: CHANHASSEN, MN 55317 Entered: 3/19/2018 Phone: (952)937-9060 Xmitted: MILLWORK DIVISION Fax: (952)697-4240 PO#: Customer#: 2 Job Name: 535 Aidan Cove Home Owner: PULTE Project ID: 535 Aidan Cove 12701 WHITEWATER DRIVE Location: Eagan SUITE 300 Lot#: MINNETONKA, MN 55343-0000 Model: NEWBRY-CR2G-LO Phone: (952) 912-5473 Contact: Fax: (952)936-7839 Cust PO#: CP13051 Ln Qty LongDescription No Ord p 10 1 71 1/2" (T)X 71 1/2" (T) (3060) ProFinish Builder White Single Hung; Tip-to-Tip Mulled, Horizontal Twins (2 windows, 1 openings); FIN; Pre-Mulled;Pulte Homes; Colonial Top White Flat(2V0H); Intercept; ProSolar Low E; Argon Gas; Double Glazed; Regular Strength; Half Screen Fiberglass Roll-Formed Scr Mold Wrap Screen Separate; 00 No Reinforcement; WOCD Devices; Two White; Plain Discount ID: CP13051; (UI=108"); DP:25; Test Number=C0826.01; U-Factor:.31; SHGC:.27; Unit does not qualify for any ENERGY STAR®regions.; Room ID: FLEX 20 Total Qty Windows 17 Total Qty Units NOTES: Submitted by: Accepted by: Date: er-f9 EAGAN ?( City Inspection Dept. Copy City Forester Copy Applicant/Builder Copy INDIVIDUAL RESIDENTIAL LOT TREE PRESERVATION PLAN SUMMARY CITY OF EAGAN FORESTRY DIVISION 651-675-5300 (BUILDER, PLEASE READ ATTACHMENTS) Development Tipperary Lot Number 21 Block Number 1 Address 535 Aidan Cove Builder Pulte Homes Phone Number: 612-790-2892 Contact: Chuck Ratts Tree Protection Requirements: 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: eight(8) Category B trees (>=2.5" caliper deciduous tree per approved Tree Mitigation Plan; Seven (7) Balsam Fir trees to be installed in side yard area and one(1) Autumn Blaze Maple to be installed in front yard area following completion of construction. Attachments: �� X Yes (Refer to attache e"nt's'furBeQf �� DIVISION No REVIEWED Additional Notes: BY DATE H:\ghove\2018fi1e\treepres\Tree Preservation Plan Tipperary Lot 21 Block 1 CERTIFICATE OF SURVEY FOR: LEGAL DESCRIPTION: PULTE H0MES OT 21,MINNESOTA. I,TIPPERARY,DAROTACOUNTY, 7500 Flying Cloud Drive, Suite 670 MINNESBLA Eden Prairie, MN 55344 LOT AREA: Office: (952) 229-0723 LOT AREA=17,!47 SO,FT.OR 0401 ACRES IMPERVIOUS AREA=2,125 SO.FT.(122%) BUILDING FOOTPRINT AREA=1,837 SO.fT.)9.4%) ADDRESS: 538 MOAN COVE EAGAN,MINNESOTA PROPOSED ELEVATIONS: TOP OF FOUNDATION =888.5 FLOOR 5B GARAGE R =8884 -- °p0 LOWEST POSSIBLE FLOOR =B80.0 r O REM =888.2 ll DIES LLEGEND: 7 934.0 EXISTING ELEVATION 1834.01 PROPOSED ELEVATION 600 C$ 66=a6 DIRECTION OF DRAINAGE `,;'.. 0 IRON MONUMENT SET ,/ --8.'?-*-��t I 4 CS Is -at*Ja 1 CURB STOP EOF EMERGENCY OVERFLOW " s' x63606 t1 8691 1 LFE LOWEST POSSIBLE FLOOR ;f d' a4e 2> I 1 _ N ii a9�_- BFE BASEMENT FLOOR `\ iI I M Q' S TC TOP OF CURB j H)p' .5.,,,_,,„ 0+n:7rM :,.-911,....1001.,..: 1 O 843 .ees,5> 96.3.78 6T"e1.b 04 WATER VALVE O • `y.,,:,r CD STORM MANHOLE N 1 1109.1.41101.114. M.IMJ O BAMTARY MANHOLE 98i.s6 eeo.oal� m0.36 TXeai..5, e6gzi _..__ .0' POWER POLE 883 J1��_ X68634 ,x x961 ---- - - Fry- ---- (P) PROPOSED ELEVATION 'r\r `_°m3__ _ 162.15 �09J A, I 00• 0 EIDSTING TREE ees ash V,+ I.a ��.�,_'� C�e�ebn aeb.ii RIM Fs469563 .1 ,,J �'�- PROPOSED TREE 885.3..),-0.W4, f ,I'' L . Lw BUILDING PAD Q - ,.I @ I aT 4 PROPOSED CONTOURS - �-646463'',.• ,I_4--SRT RIE--' Ct 11 PULTE HOUSE PLAN: n � �L.,„ 1" # TUEWBERRYs I =7 p =--14, n ewe, 1 t:. 't-tw.I 38.00 4" , '88732 FT.RILL BASEMENT. • II 11 _� ee6:s ' • PROPOSE W i 1/RON ELEV, a PLAN DATE: WA 1/ M,i' HOUSE 1, 4 I _. PULTE JOB IF 02101 �' ask! 3,} bFT.FIALeA9ElENT. I . 8y `18 $ rnoQ� - f 11 T 4 4 S ®6.80r r:--_-- BENCH MARK: G= TRH LOCATED IN SOUTHWEST ...:687.10 t n.67 Sr g TAO '" s 1hR0N yy 1 w. maJ9 QUADRANT OF WESCOTTAND DODD T 1 18� r r WIITHHA ELEVATION OF 88854 FEET 866.82 -c -.7,,,-,:;11•187671- UCS-_ 1 J1 1000 m 20.33 _t 1- JbTd s_ rc \ 1�4 { T mama 8' 31 686.6) 816 ., DIRT RLE ! .-. I 1 ' w�''� NOTES: c 41 80000 �� `I i X66>.J2 a J. l'.\---- NOTES: td g 886 82, t, `86728-7 34 L I ...6 MSS I J3 �-.�'1- 1. SURVEY PREPARED FROM ALUANT ! ee6.3''886 29 > 'a�,., _ 1„"`• -i-7 668.10 860,,Iv, ENGINEERING,INC,GRADING PLAN ae6 al- �3.., s 1 DATED APRIL 13.2017. J 667 co,- �' s� �' 1yalMrr y"Y1el'T� \� // \ e •66666 -R Y.7 PDA 1 -687.72 ,"Rr 2. BEARINGS ARE ASSUMED PER PLAT • ? \‘/ /11'035/ ../' ////: / �/. :� /ri ,/'/' c /. / . ,,� � ;,,,:4,......,..,..,...:;,1 4/� 41ii.oniii r . 4f: . �- _ TREES TO REMAIN - ^ ' '\ `_ • / SEE TREE PRESERVATION PLAN . ° ... \ .4 ON BASIN SEED MIX AND PLUG MIX, SEE LEGEND -- --. 'A NA E G-. `S SEED MIX, SEE LEGEND + •+ ;. / �c: \ \ wilirrirr + -.1-, -.g.0,-4;:,-"• / , 10/01,411- - +++,+.4.4-, , re ••••-, \ \ + ate. - # ,�' 1 0 ( ' tft --r,#;-_,..._:) ,..,.....-41::-.E. 2-----b,_ ) 1 4,,, i__ ____ _ --. 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J • 0 O^ Q� WW t- cn., ln1,J—J' �� 7'ro ®w �: LOT SURVEY CHECKLIST FOR RESIDENTIAL /4' Z/s BUILDING PERMIT APPLICATION/�l/ 111 PROPERTY LEGAL: L1 2_11B1,€11, ��p p ''f( i1'( �l` ddlik4 04 DATE OF SURVEY: 3//y/j8 LATEST REVISION: m X36 Co ve ea I Q v) t V a o z a DOCUMENT STANDARDS 7 ❑ 0 • Registered Land Surveyor signature and company if 0 ❑ • Building Permit Applicant 4 ❑ 0 • Legal description 7 0 ❑ • Address 7 ❑ 0 • North arrow and scale 7 0 ❑ • House type(rambler,walkout,split w/o,split entry, lookout,etc.) 7 0 0 • Directional drainage arrows with slope/gradient% 4 ❑ ❑ • Proposed/existing sewer and water services&invert elevation 4 ❑ ❑ • Street name 7 0 ❑ • Driveway(grade&width-in R/W and back of curb,22'max.) ❑ ❑ • Lot Square Footage 7' ❑ ❑ • Lot Coverage ELEVATIONS Existing 7' ❑ ❑ • Property corners 7 ❑ ❑ • Top of curb at the driveway and property line extensions 1 ❑ ❑ • Elevations of any existing adjacent homes 7' 0 0 • Adequate footing depth of structures due to adjacent utility trenches 7 ❑ ❑ • Waterways(pond,stream, etc.) Proposed 7' 0 ❑ • Garage floor 7 ❑ ❑ • Basement floor X ❑ ❑ • Lowest exposed elevation(walkout/window) 4' El ❑ • Property corners 7 0 ❑ • Front and rear of home at the foundation Y • PRV Required PONDING AREA(if applicable) ❑ 7 ❑ • Easement line ❑ 7 ❑ • NWL 7 0 ❑ • HWL O 7 ❑ • Pond#designation ❑ 7 0 • Emergency Overflow Elevation ❑ X • Pond/Wetland buffer delineation Y • Shoreland Zoning Overlay District Y • Conservation Easements DIMENSIONS 0 0 • Lot lines/Bearings&dimensions 7' 0 ❑ • Right-of-way and street width(to back of curb) 7 ❑ 0 • Proposed home dimensions including any proposed decks,overhangs greater than 2', porches, etc. (i.e.all structures requiring permanent footings) 4 El ❑ • Show all easements of record and any City utilities within those easements X ❑ ❑ • Setbacks of proposed structure and,side . setback of adjacent existing structures fd' ❑ ❑ • Retaining wall requirements: / Ao Reviewed By: - A 1 Date 3 a' G:/1 Engineering/FORMS/Cert.of Survey Checklist Rev. 11-16-16 I CERTIFICATE OF SURVEY FOR . /Lig L 1 s. 111 LEGAL DESCRIPTION: P ULTE H 0 M E S -5- ,4icIit l e:0 /E LOT21, ACK1,TIPPERARY,DAKOTACOUNTY, MINNESOTA. 7500 Flying Cloud Drive, Suite 670 Eden Prairie, MN 55344 LOT AREA: Office: (952) 229-0723 LOT AREA=17,447 SQ.FT.OR 0.401 ACRES IMPERVIOUS AREA=2,125 SQ.FT.(12.2%) BUILDING FOOTPRINT AREA=1,637 SQ.FT.(9.4%) 3:1 Maximum Slopes ADDRESS: or Retaining Wall Will 535 AIDAN COVE Be Required EAGAN,MINNESOTA ...Al PROPOSED ELEVATIONS: TOP OF FOUNDATION =888.9 GARAGE FLOOR =888.4 O P� BASEMENT FLOOR =880.9 LOWEST POSSIBLE FLOOR =880.0 C.0'( REAR =888.2 14 V ` LEGEND: INSTAU' R CONTROL. pERIWOE 934.0 EXISTING ELEVATION 934.0 PROPOSED ELEVATION o/6OQ:r4 •,e,...- • g65 ''� DIRECTION OF DRAINAGE ��UB t\\tt 0 IRON MONUMENT SET t -S° `� CS CURB STOP ?F-. 88 '13-\ :6 ...,--.1 EOF EMERGENCY OVERFLOW • LFE LOWEST POSSIBLE FLOOR 885 27 { BFE BASEMENT FLOOR O r�( I--880 X ,,,.'.raj . N • Q80.77" _.t. SILT FENCE TC TOP OF CURB Imo) 0 , 885.06 RIM (TREE PROTECTION °,...., X 886.57 X : -884.46 FENCE) �H M,� i X WATER VALVE 880.78 1)3 4P O STORM MANHOLE a 886-56 i j I -D P��PG� 7 ,-,00‘°' INFILTRATION BASIN . itt I L881 36 / . ,/ HWL=884.3 6SG.5� O SANITARY MANHOLE \, 880.04 X881 35 -88027 -.. _ LX POWER POLE X886 14 X1,. sal sfs�- Ir) 887 317 N --f FES ,_,.f. _. (P) PROPOSED ELEVATION \r---VARIES-- - 882 15 - I 00 EXISTING TREE 88'1' 885 4s 886 31 7-886 II ees 6,` -BUILDING SEi�61(-- - `._.... y. " n ,. / .' [-- - 885.83 .. \5 PROPOSED TREE R:'M LEI o NN, x BUILDING PAD Q � �' PROPOSED CONTOURS cr ,- , RI o - 1 j,-t--DIRT PILE--x/ f s� Lo - 1887.71 Iaezz 6' 0�-{{� X X PULTE HOUSE PLAN: p 43 00 8802 EAas g.4g[}�� "NEWBERRY' 0 0 x10.00' 138 00 I T� 887 4: -9 FT.FULL BASEMENT- II I/ LO " i- 188091 PON ELEV."CR2G" -_I - 88c ' z PROPOSED BEE PLAN DATE: N/A gig 886 L7,' ale HOUSE 707-,a Tw:89.2 m o 8 FT.FNEWB Bas EMENT-o li �I ew eee 7_ PULTE JOB#02101 J -.W 3 �J oa < M "ELEV.CR2G N N W / ;g BENCH MARK: N FE F a Wo u 6.00 o- 7-? v i o GARAGE �3 TNH LOCATED IN SOUTHWEST 887 10 o 8 67 co (2 o (s STAL8841 5 r8IRON QUADRANT OF WESCOTT AND DODO 886.7. seaa� o, 858,39 Is. PORCH `fl WITH AN ELEVATION OF 888.54 FEET 886 82 , Ne`\ \ 10.00 J2117- ' NGVD29. I- ,�.. 70.10 0zo.33 a �_ ----t 30'BUILDING 8471 �TW 8:72 907 _._. + \ \•:,. SETBACK w BW 888 2...__.... TC ;,::- N O Y 88663 , . 886.;2 DIRT PILE- 2e1 - 1 t0 -I ,)a.. m �TW 889.2 NOTES: 88649 ,o, \NI I iQ,r--887.3_ �I mpw o Bw 888.7 TG 886 82 r 886 31 887 28 II i4) I _ -888.25 I 5 1. SURVEY PREPARED FROM ALLIANT A-1-886 29 EOF, 1 7 888 10-M-88-3 I6 ENGINEERING,INC.GRADING PLAN 2887 0 886.81• 886 D] _ 7-DRAIN AG &UTILITY EASEMEr1T--' DATED APRIL 13,2017. 0 886.66 • x' 88764- .887 72 �6D6 R- 25.00 TC S89°5I'351'W , 90.33 890.0 2. BEARINGS ARE ASSUMED PER PLAT as +o `� 8s6 42 3. BUILDING DIMENSIONS SHOWN ARE a 5 71 �w� TC I LTC LTC TO OUTSIDE FRAMING OF FIRST X886 59 Q_ , 10-711 07 a 885 85 806 3s 808.88 887.4. FLOOR PLAN.ALL DIMENSIONS AND 886 24 - T, 2 Al DAN COVE LOCATIONS ARE TO BE VERIFIED IN :•6.36 6dM 1 L 886 18 3n6 i.; 887.5.. THE FIELD WITH THE ARCHITECTURAL PLANS. �. 1 zT ..s . PROVIDE AN MAINTAIN R 4.i/,EINE D INLET PROTECTION UNTIL By � / FIN TURF IS ESTABLISHED `' LEGEND_ Date --------....-------_._..-__.. EAGAN ENGINEERING DEPT VI WE i DREE DUOUS OVERSTORY ES By: EVERGREEN TREES Pulte Job Date Staked: f #� I hereby certify that this plan, specificati n 02101 3/13/18 was prepared by me or under my direct upervision 'c EXISTING VEGETATION and that I am a duly Licensed Professio a SEE TREE PRESERVATION PLAN Alliant Job # Checked By Surveyor under Minnesota statutes 326. an BuildingNATIVE GRASS SEED MIX DENNIS B.OLMSTEAD inspectionar Division 216-0050-02101 DBO, PG Print Nome MN STATE 35-221 .SL_ Field Crew: Drawn By Signature INFILTRATION 33-BASIN SEED MIX MARCH 19, 2018 18425 MN STATE 33--261 KJ LT Date License Number WITH PLUG MIX - SEE SCHEDULE 0 15 30 60 SILT FENCE (TREE PROTECTION FENCE) Alliant Engineering,Inc. TIPPERARY 233 Park Ave S,Ste 300 TREES TO REMAIN Minneapolis,MN 55415 PROTECT DURING CONSTRUCTION EAGAN, MINNESOTA 612.758.3080 MAIN SCALE IN FEET LOT 21, BLOCK 1 612.7583099 FAX www.alliant-inc.com (---------''\\\ QF E7-24;\,\ 9 N 6'413 H�9 3830 Pilot Knob Road I Eagan MN 55122 Phone:(651)675-5675 I Fax: (651)675-5694 buildinginspectionsP,cityofeagan.com Address: 535 Aidan Cove Permitvvir #: 148439 The following items were /were not completed at the Final Inspection on: :i„,.„.. ,wi„,,, , , i4' 1-1,,, ids �7 r Complete 1'kolncompleter ,„ ='. s "Commment�s�,, Final grade - 6”from siding V Permanent steps—Garage 1/Permanent steps— Main Entry r Permanent Driveway i/' Permanent Gas V Retaining Wall or 3:1 Max Slope Sod / Seeded Lawn Trail / Curb Damage 40 Porch N// Lower Level Finish Deck l� 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: r • -C14 �- 1-For Office Use c f lq a `oar ::::e. • /Ili. fr Date Received: 3830 PILOT KNOB ROAD J EAGAN, MN 55122-1810 I 1 E f (651)675-5675 1 TDD: (651)454-8535 I FAX: (651)675-5694 J 2 Staff: buildinginspections(u�cityofeagan.com uT"U 2.2�� '4" 2019 RESIDENTIAL BUIL 1. - APPLICATION Date: 10/01/2019 Site Address: 535 Aidan Cove Unit#: Name: Ryan Schuldt Phone. 612-432-2690 Resident/ 535 Aidan Cove Owner Address/City/Zip: _s Applicant is: Owner Contractor Type of Work Description of work: guiding a Deck Construction Cost: $4,300 Multi-Family Building: (Yes /No ✓ ) 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 classified as non-public if you provide specific reasons that would permit the City to conclude that they are trade secrets. You may subscribe to receive an electronic notification from the City of proposed ordinances by signing up for an email update on the City's website at www.citvofeagan.com/subscribe. Exterior work authorized by a building permit issued in accordance with the Minnesota State Building Code must be completed within 180 days of permit issuance. CALL BEFORE YOU DIG. Call Gopher State One Call at(651)454-0002 for protection against underground utility damage. Call 48 hours before you intend to dig to receive locates of underground utilities. www.gopherstateonecall.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. xRyan Schuldt Ryan SchuldtDigitally signed by Ryan Schuldt Date:2019 10.01 10:36:28-05'00' Applicant's Printed Name Applicant's Signature DO NOT WRITE BELOW THIS LINE 3 I l i CIS' IA Cok-- - /sej/� SUB TYPES Foundation _ Fireplace _ Porch(3-Season) _ Exterior Alteration(Single Family) X 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 p( 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 g, [crc. Occupancy (2,L:.- .2 MCES System Plan Review Code Edition),t;)S,jl,) i26,S. SAC Units (25%_ 100%(`C ) Zoning Ai-5 City Water Census Code Stories Booster Pump #of Units Square Feet PRV #of Buildings Length Fire Suppression Required Type of Construction 46 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 Erosion Control Shower Pan Other: , Reviewed By: Thf: ' , Building Inspector �.-, RESIDENTIAL FEES Base Fee /5 x12, , �U Surcharge Plan Review MCES SAC ie X ' ic = a /700 1 City SAC Utility Connection Charge S&W Permit& Surcharge Treatment Plant Radio Meter Read Copies TOTAL Page 2 of 3 CERTIFICATE OF SURVEY FOR • . / gs/ I LEGAL DESCRIPTION: P U LT E H 0 M ES 's -35- ,4 di9,1 covc- A v . LOT21, ACK 1,TIPPERARY,DAKOTA COUNTY, MINNESOTA. 7500 Flying Cloud Drive, Suite 670 Eden Prairie, MN 55344 LOT AREA: Office: (952) 229-0723 LOT AREA=17,447 SQ.FT.OR 0.401 ACRES IMPERVIOUS AREA=2,125 SQ.FT.(12.2%) BUILDING FOOTPRINT AREA=1,837 SQ.FT.(9.4%) 3:1 Maximum Slopes ADDRESS: or , Aning Wail Wilt 535 AIDAN COVE Be i : : {i I red EAGAN,MINNESOTA ..J PROPOSED ELEVATIONS: TOP OF FOUNDATION =888.9 GARAGE FLOOR =888.4 OPD BASEMENT FLOOR =880.9 p LOWEST POSSIBLE FLOOR =880.0 CO1 {� REAR =888.2 4'65 LEGEND: INSTALS R C�� O�' PERIME" 934.0 EXISTING ELEVATION 934 0 PROPOSED ELEVATION 0O 49.0 ter as65. ``� DIRECTION OF DRAINAGE Dec-1w � (.:2\--`j c� ��a • �r��t\\ 0 IRON MONUMENT SET /)�� ,,f ° L I CS CURB STOP ��'v'-G� i /j' EOF EMERGENCY OVERFLOW )°1(� 6e _ f 3,- _ • :. LFE LOWEST POSSIBLE FLOOR I BFE BASEMENT FLOOR to C� a,u. n I N `v• "'4 -860.77 t-SILT FENCE / TC TOP OF CURB I I 885.06- (TREE PROTECnON X' RIM . . FENCE) t "-/ 1 i O ,..0" X WATER VALVE 0 866:5xi" _, 880�- Js4 -- •.888,.56 - e`��cS s (,U� STORM MANHOLE p1 NELTRATION BASIN / HWL.884.3 �--BEI 36 ,, 88(1.04-<- (S) SANITARY MANHOLE I 1 561 35 88,,2.- 0- .7 POWER POLE -686 14 ,1-661 in 857.31- I (N FE ,. 1 (P) PROPOSED ELEVATION -- \f----vAPoES-- I- ------ _ 382 15188 \ oo - m - , o 885 49-' «.,. ». ',!,e:8 1 N „.s,>,I EXISTING TREE 6 -695�� sEAGK PROPOSED TREE I RIM , ._.Isar of ," 68s 63 - -�s j / 885... ( I 1'46 i I - w BUILDING PAD .11% PROPOSED CONTOURS 1 5aA (' I ` OU ��-DIRT PILE--Grki 0) _ 718°5.1 I �- 1T--i9 -I W FP PULTE HOUSE PLAN: 0 /I/ ` t D I, t o 11 'NEWBERRY" -- ° 1 I 1 rlo.00 6.00 ,�' I- ,h Ieaoel /1enr; -9 FT.FULL BASEMENT- Il it Esc . a PROPOSED eFE ELEV."CR2G' J i HOUSE PLAN DATE: N/A ../- ar '115 -8 FT.FULL BASEMENT- t al PULTE JOB#02101 Y _ NEWBERRV o L, ew 888.7 0 a g $ 'ELEV.CR20' `J1 v a r . o a ' 80. z N LFE ]�' BENCH MARK: j 0 6 0 GARAGE 3 x= 6E?.10- R 11.67 ro o (2 STALL) (/IRON TNH LOCATED IN SOUTHWEST • o BBB.a� o, 366'3 QUADRANT OF WESCOTT AND DODD {{ 656' Q f Ig PORCH A WITH AN ELEVATION OF 888.54 FEET (' :881,82 r N\ 1 !/L 10.00± 7 B7 20.33 NGVD29. --ss- 70.10 NT B(11LDING ,,----7. 7.---=" 471 TW88G.7 I, 1` �� \\ SETBACK d BW 888.2 88663 * 886. 2 `----DIRTIPILE-1 X I 11 ria NOTES: s /8:::9 ,O. 1 ° il BW 8887 d ,`j I 4-4'4.`,: raa_o !,ie.,.c 88/ 8- n n ` 1. SURVEY PREPARED FROM ALLIANT 686.31 v �___ I • r-666.25_ Y I s '68F 9 ( _._�- °85.16- :u"11 888.16 ENGINEERING,INC.GRADING PLAN Y' 81-, few 01 _ ,/--0RAINAGI&UTILITY FASEMEIT- _ DATED APRIL 13,2017. `88 ' °66 bo x ea t� 4 -jE,7� T `8866_ R'= 25.00 S89°5113511W s• •s9aa 2. BEARINGS ARE ASSUMED PER PLAT .586 ao' I 3. BUILDING DIMENSIONS SHOWN ARE 885 71 -'- .•• ant 'C r1 Tr - TO OUTSIDE FRAMING OF FIRST 886.59 a- , • i 0 711 Ho'.8r R8'3e• I FLOOR PLAN.ALL DIMENSIONS AND 886 24-s- A I DA N COVE 669.65 ea?al LOCATIONS ARE TO BE VERIFIED IN a-r.�� ' r' I 66 5_ THE FIELD WITH THE ARCHITECTURAL PLANS. I ,.."---7-- : .,::, ,t, PROVIDE AN MAINTAIN R . ' `"EwE D INLET PROTECTION UNTIL By ,,I FINAL TURF IS ESTABLISHED Date a /�'� LEGEND: __-- EAGAN ENGINEERING DEPT RE VI E WE DECIDUOUS OVERSTORY TREES EVERGREEN TREES Pulte Job it Dote Staked. I hereby certify that this plan, specificat' nt 02101 3/13/18 Was Prepared by me or under my direct upervision /� EXISTING VEGETATION and that I am a duly Licensed Professio o j SEE TREE PRESERVATION PLAN AlI,ant Job # Checked By Surveyor under Minnesota statutes 326. an Building NATIVE GRASS SEED MIX ° ° 'tea g InsPection IDivisien MN STATE 35-221 216-0050-02101 DBO, PG Print Name Field Crew: Drown B' Signature MARCH 19, 2018 18425 MN STRAATE033-261N SEED MIX KJ LT -------�'-' WITH PLUG MIX - SEE SCHEDULE Dote License Number ' 0 15 30 60 SILT FENCE (TREE PROTECTION FENCE) Alliant Engineering,Inc. TIPPERARY 612.75 k Ave.3080 Ste 300 - EXISTING TREES TO REMAIN A 233 Minneapolis,MN 55415 �� PROTECT DURING CONSTRUCTION EAGAN, MINNESOTA 612.758.3080 MAIN SCALE IN FEET LOT 21, BLOCK 1 41& 612.758.3099 FAx www.alliant-inc.com