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806 Summerbrooke Ct rowiw S /�6 - /CV.0 ) For Office Use• /q % ;�� L D -7 -/OD b ° Permit#: e/Dc 4, 1� •- EAGAN die dp 0 �S /D ygg•g5 / / y�y, Permit Fee: Date Received: / 3830 PILOT KNOB ROAD I EAGAN, MN 5512 '; � (651)675-5675 I TDD:(651)454-8535 I FAX:( )17,§1&624 ? Staff: i 1� buildinainspections(c�citvofeacian.com U 3 213 L (,t)/ /o 2019 RESIDENTPA = - - I_ ► t PERMIT APPLICATION Date: 6•-"C- l Site Address: 06 S114'N"4Y4`kf GA.A Unit#: Name: I t b✓561, J4.--1 .7, Phone: 6 7-- .3597 Resident/ / Owner Address/City/Zip: Lig t 0/6 (4ealc e6.4401 (tela Applicant is: Owner Contractor i" //S, , /O K 7 Type of Work Description of work: tkittN gait! c U I'j/) c-e_ 1:7goc/ - Construction Cost: Multi-Family Building:(Yes /No ) — Company: 1 46�f6+. (J44,1 �,rlt Contact: L10&-• Contractor Address: 4(1(6 144 a4k,./ City: tordyn State: (t111 Zip: 5-r/25 Phone:.(,l2 81049f1 Email: 6,'/it.i 440444 1.44), c61b License#: 13 F1 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: 1 f 1,f- l mer`11 got-61i9 Phone: S '1 1' 2-11g--) Mechanical Contractor: I'(cti'f ti✓•44 Phone: 7 67 -f 2 g; Sewer&Water Contractor: reioc. C,/'LCAv Mf Phone: tc 1-2:7‘-.1103 Fire Suppression Contractor: Phone: NOTE Plans and supporting documents that you submit are considered to be public information. Portions of the information may 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.00aherstateonecall.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 approv f plans. X 4ti L ✓ro. x � Applicant's Printed Name Applicant's Signature DO NOT WRITE BELOW THIS LINE a .Su.✓�446,6 �� c//� T, / ‘./G Y SUB TYPES Foundation _ Fireplace _ Porch (3-Season) _ Exterior Alteration(Single Family) Ny 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 3 ( �( C Occupancy Pti MCES System Plan Review Code Edition Al , 4 c" SAC Units (25% 100%1O Zoning City Water Census Code /` Stories Booster Pump #of Units Square Feet lin i PRV #of Buildings Length (_L Fire Suppression Required Type of Construction ITV— Width REQUIRED INSPECTIONS \I„ Footings (New Building) Meter Size: Footings (Deck) Final/C.O. Required Footings (Addition) y Final/No C.O. Required `j,, Foundation '( Foundation Before Backfill HVAC_Service Test Gas Line Air Test_Hood Roof: Ice &Water Final Pool: Footings Air/Gas Tests _Final 1, Framing 30 Minutes 7 1 Hour Drain Tile Fireplace: \I Rough In s,,[ N Air Test Final Siding: _Stucco Lath '("Stone Lath _Brick_EFIS Insulation 4 CC Windows Sheathing Retaining Wall: _Footings_Backfill_Final Sheetrock Nk Radon Control Fire Walls Fire Suppression: _Rough In_Final Braced Walls \, Erosion Control Shower Pan Other: Reviewed By: , Building Inspector RESIDENTIAL FEES 6 0,44 t A.Nor ,,y-,) c 1(i° x I(,.04 1G A Base Fee Surcharge6. f 1 ...,44,rt s I b tr y 9))71-= ( 2 ,ib2,'10 Plan Review ] ( r MCES SAC V ii ( l9 tilx / 1 21"7_I I'71 ( 1!/un City SAC !`. (p9 K 110. (11== 24" 2-0 , 1q Utility Connection Charge / / S&W Permit&Surcharge r„,),,,( 41-0070 q ( V sip : Li 5-5-0 Treatment Plant CopiesP6fist— 92'Lf ,V I ✓ 3 ,3 ( 0 TOTAL �is 7`� / 662/047 New Construction Energy Code Compliance Certificate Per R401.3 Certificate.A building certificate shall be posted on or in the electrical distribution Date Certificate Posted panel. Mailing Address of the Dwelling or Dwelling Unit City 0j13'.. l806 Summerbrooke Ct Eagan HEATING&AIR CONDITIONING Name of Residential Contractor MN License Number Thorson Homes At 1317 THERMAL ENVELOPE RADON CONTROL SYSTEM Type:Check All That Apply X Passive(No Fan) Active(With fan and monometer or other O y c system monitoring device) w 2 a, N Location(or future location)of Fan: a T cN � _ � d 41 o a E U 7 Q CO CO a) c 5) c Insulation Location t Z m m U p LL t!6 N ▪ m `o ° O1 E E a 15, 2 c co 35 35 i z iii ti ti t- Other Please Describe Here Below Entire Slab Foundation Wall l Q _ ){ Perimeter of Slab on Grade Rim Joist(1st Floor) 2.1"_9, XRim Joist(2nd Floor+) ZO,'I Wall Ceiling,flat y �! Ceiling,vaulted i lG� /( Bay Windows or cantilevered areas �l Floors over unconditioned area Describe other insulated areas Building envelope air tightness: Duct system air tightness: Windows&Doors Heating or Cooling Ducts Outside Conditioned Spaces Average U-Factor(excludes skylights and one door)U: 0.29 X Not applicable,all ducts located in conditioned space Solar Heat Gain Coefficient(SHGC): 0.22 R-value MECHANICAL SYSTEMS Make-up Air Select a Type Appliances Heating System Domestic Water Cooling System X Heater Not required per mech.code NATURAL GAS NR-t 6AA R410AFuel Type Passive Manufacturer Carrier Ato Sf�- Carrier Powered 59SC5A080521 fk/A Q( CA13NA036 Interlocked with exhaust device. Model Describe: Input in 80,000 Capacity Output 3 Other,describe: Rating or Size BTUS: in Gallons: 50 in Tons: AFUE or 95% SEER 13 Location of duct or system: Efficiency HSPF% LEER Heating Loss Heating Gain Cooling Load Residential Load Calculatit 68,363 36,541 3.05 Cfm'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 Heat Recover Ventilator(HRV) Capacity in cfms: Low: High: Other,describe: X Energy Recover Ventilator(ERV)Capacity in cfms: Low: 155 High: 78 Location of duct or system: Balanced Ventilation capacity in cfms: MECHANICAL ROOM Location of fan(s),describe: Cfm's Capacity continuous ventilation rate in cfms: 6 "round duct OR Total ventilation(intermittent+continuous)rate in cfms: 5 "metal duct Builders Associaton of Minnesota version 101014 Thorson Homes, 806 Sumrnerbrooke Ct, Eagan 2015 Mechanical & Energy Code —Ventilation, Makeup, and Combustion Air Calculations Ventilation Quantity (Determine quantity by using Table R403.5.2 or Equation R403.5..2,2015 Minnesota Energy Code) Square feet(Conditioned area including Basement—finished or unfinished) 3836 Total required ventilation 155 Number of bedrooms 4 Continuous ventilation 78 Directions-Determine the total and continuous ventilation rate by either using Table N1104.2 or equation 11-1. Insert the square footage, total required ventilation and continuous ventilation in the Mechanical Submittal form. The table and equation are below. Table R403.5.2 2015 Minnesota Energy Code Total and Continuous Ventilation Rates(in cfm) Number of Bedrooms 1 2 3 4 5 6 Conditioned space(in Total/ Total/ Total/ Total/ Total/ Total/ sq.ft.) continuous continuous continuous continuous continuous continuous 1000-1500 60/40 75/40 90/45 105/53 120/60 135/68 1501-2000 70/40 85/43 100/50 115/58 130/65 145/73 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 155178 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 R403.5.2 2015 Minnesota Energy Code (0.02 x square feet of conditioned space) +[15 x(number of bedrooms+ 1)] =Total ventilation rate(cfm) Example: (0.02 x 3000)+[15 x(3+ 1)] =Total ventilation rate = 120 cfm Total ventilation—The mechanical ventilation system shall provide sufficient outdoor air to equal the total ventilation rate average for each one-hour period according to the above table or equation. For heat recovery ventilators (HRV)and energy recovery ventilators(ERV)the average hourly ventilation capacity must be determined in consideration of any reduction of exhaust or outdoor air intake, or both,for defrost or other equipment cycling. Continuous ventilation -A minimum of 50 percent of the total ventilation rate, but not less than 40 cfm, shall be provided, on a continuous rate average for each one-hour period. The portion of the mechanical ventilation system intended to be continuously may have automatic cycling controls providing the average flow rate for each hour is met. 1 Thorson Homes, 806 Summerbrooke Ct, Eagan Directions-In order to determine the makeup air for ventilation, Table 501.4.1 must be filled out(see below). For most new installations, column A will be appropriate, however, if kitchen hoods exceed 300 cfm, atmospherically vented appliances or solid fuel appliances are installed, use the appropriate column. Please note, if the makeup air quantity is negative, no additional makeup air will be required for ventilation, if the value is positive refer to Table 501.4.2 and size the opening. Transfer the cfm, size of opening and type(round, rectangular, flex or rigid) to the last line of section D. The ventilation make-up air supply must communicate with the exhaust appliances. Table 501.4.1, 2015 Minnesota Mechanical Code PROCEDURE TO DETERMINE MAKEUP AIR QUANITY FOR EXHAUST APPLIANCES IN DWELLING UNITS (Additional makeup air will be required for combustion appliances,see KAIR method for calculations) One or multiple power One or multiple fan- One atmospherically Multiple vent or direct vent assisted appliances vented gas or oil atmospherically appliances or no and power vent or appliance or one solid vented gas or oil combustion appliances direct vent appliances fuel appliance appliances or solid fuel appliances Column A Column B Column C Column D 1.Enter the Appropriate Column to Estimate House Infiltration a)pressure factor 0.15 0.09 0.06 0.03 (cfm/sf) b)conditioned floor area(sf) 3836 (including unfinished basements) Estimated House Infiltration(cfm): 575 [la xlb] 2.Exhaust Capacity a)clothes dryer(cfm) 135 135 135 135 b)80%of largest exhaust rating (cfm);300 240 (not applicable if recirculating system or if powered makeup air is electrically interlocked and match to exhaust) c)80%of next largest exhaust rating(cfm);80 64 (not applicable if recirculating system or if powered makeup air is electrically interlocked and matched to exhaust) Total Exhaust Capacity(cfm); 439 [2a+2b+2c] 3.Makeup Air Quantity(cfm) a)total exhaust capacity(from 439 above) b)estimated house infiltration(from 575 above) Makeup Air Quantity(cfm); [3a—3b] -136 (if value is negative,no makeup air is needed) _ 4.For makeup Air Opening Sizing, NA refer to Table 501.4.2 A. Use this column if there are other than fan-assisted or atmospherically vented gas or oil appliance or if there are no combustion appliances.(Power vent and direct vent appliances may be used.) B. Use this column if there is one fan-assisted appliance per venting system.(Appliances other than atmospherically vented appliances may also be Included.) C. Use this column if there is one atmospherically vented(other than fan-assisted)gas or oil appliance per venting system or one solid fuel appliance. D. Use this column if there are multiple atmospherically vented gas or oil appliances using a common vent or if there are atmospherically vented gas or oil appliances and solid fuel appliances. Be advised:2015 Minnesota Mechanical Code, Section 505.2, Installation of exhaust hood systems capable of exhausting in excess of 400 cfm shall be provide with makeup air at a rate approximately equal to the exhaust air rate. Such makeup air systems shall be equipped with a means of closure and shall be automatically controlled to start and operate simultaneously with the exhaust system. 3 Thorson Homes, 806 Summerbrooke Ct, Eagan IFGC Appendix E,Worksheet E-1 Residential Combustion Air Calculation Method (for Furnace,Boiler,and/or Water Heater in the Same Space) Step 1:Complete vented combustion appliance information. Furnace/Boiler: _Draft Hood _ Fan Assisted X Direct Vent Input: 80.000 Btu/hr (not fan-assisted &Power Vent Water Heater: _Draft Hood X Fan Assisted _Direct Vent Input: 75,000 Btu/hr (not fan-assisted) &Power Vent Step 2:Calculate the volume of the Combustion Appliance Space(CAS)containing combustion appliances. The CAS includes all spaces connected to one another by code compliant openings. CAS volume: 1440 ft3 Step 3:Determine Air Changes per Hour(ACH)1 Default ACH values have been incorporated into Table E-1 for use with Method 4b(KAIR Method).If the year of construction or ACH Is not known,use method 4a(Standard Method). Step 4:Determine Required Volume for Combustion Air. 4a.Standard Method Total Btu/hr input of all combustion appliances(DO NOT COUNT Input: 75,000 Btu/hr DIRECT VENT APPLIANCES) Use Standard Method column in Table E-1 to find Total Required TRV: 3750 ft3 Volume(TRV) If CAS Volume(from Step 2)is greater than TRV then no outdoor openings are needed. If CAS Volume(from Step 2)is less than TRV then go to STEP 5. 4b.Known Air Infiltration Rate(KAIR)Method Total Btu/hr input of all fan-assisted and power vent appliances Input: Btu/hr (DO NOT COUNT DIRECT VENT APPLIANCES) Use Fan-Assisted Appliances column in Table E-1 to find RVFA: ft' Required Volume Fan Assisted(RVFA) Total Btu/hr input of all non-fan-assisted appliances Input: Btu/hr Use Non-Fan-Assisted Appliances column in Table E-1 to find RVNFA: ft3 Required Volume Non-Fan-Assisted(RVNFA) Total Required Volume(TRV)=RVFA+RVNFA TRV=_+ =_ft3 If CAS Volume(from Step 2)is greater than TRV then no outdoor openings are needed. If CAS Volume(from Step 2)is less than TRV then go to STEP 5. Step 5:Calculate the ratio of available interior volume to the total required volume. Ratio=CAS Volume(from Step 2)divided by TRV(from Step 4a or Step 4b) Ratio= 1440 / 3750 = .38 Step 6:Calculate Reduction Factor(RF). RF=1 minus Ratio Ratio RF=1- .38 = .62 Step 7:Calculate single outdoor opening as if all combustion air is from outside. Total Btu/hr input of all Combustion Appliances in the same CAS Input 75.000 Btu/hr (EXCEPT DIRECT VENT) Combustion Air Opening Area(CAOA):Total Btu/hr divided by 3000 Btu/hr per in2 CAOA= 75,000 /3000 Btu/hr per in2= 25 in2 Step 8:Calculate Minimum CAOA. Minimum CAOA=CAOA multiplied by RF Minimum CAOA= 25 x .62 = 15.5 in2 Step 9:Calculate Combustion Air Opening Diameter(CAOD) CAOD=1.13 multiplied by the square root of Minimum CAOA CAOD=1.13'1 Minimum CAOA= 4.45 in 1 If desired,ACH can be determined using ASHRAE calculation or blower door test.Follow procedures in Section G304. Although this worksheet, IFGC Appendix E,Worksheet E-1 and the following worksheet, IFGC Appendix E,Table E-1, is referenced in the 2015 Minnesota Fuel Gas Code,these worksheets were not included in the published copy. 5" Hard Pipe 6" Flex 5 Underhill Residence HVAC Load Calculations for Thorson Homes Elia31 ORIN RHVAC ResIDELmolim; Prepared By: P Josh Schindele Flare Heating&Air Conditioning 9303 Plymouth Ave N Golden Valley,MN 55427 763-542-1166 Monday,June 03,2019 Rhvac is anC A CA approved Manual J, D and S computer program. Calculations are performed per ACCA Manual J 8th Edition, Version 2, and ACCA Manual D. Rhyac' Residelltiai&LIfit i tOmmefo;al HVAC Loads Eiite SO tware:D ai ent,Incs' Flare Heating&NC Jba, Uider`Restd . Gold! Valley,MN'554274700 Project Report ti-.T� } ,y!k«.M✓ .,S.LF., '3:`t'utio,'+ ' .. .,. .. .. . •i v. . .0 ah h .$ a an cu - SP "S i. Project Title: Underhill Residence Designed By: Josh Project Date: Friday,April 19, 2019 Client Name: Thorson Homes Company Name: Flare Heating&Air Conditioning Company Representative: Josh Schindele Company Address: 9303 Plymouth Ave N Company City: Golden Valley, MN 55427 Company Phone: 763-542-1166 Company Fax: 763-542-3101 Company E-Mail Address: jschindele@flareheating.com Company Website: www.flareheating.com Reference City: Minneapolis/St. Paul AP, Minnesota Building Orientation: Front door faces East Daily Temperature Range: Medium Latitude: 44 Degrees Elevation: 834 ft. Altitude Factor: 0.970 Outdoor Outdoor Outdoor Indoor Indoor Grains Dry Bulb Wet Bulb Rel.Hum Rel.Hum Dry Bulb Difference Winter: -16 -16.32 n/a n/a 72 n/a Summer: 93 71 34% 50% 72 22 Total Building Supply CFM: 1,389 CFM Per Square ft.: 0.362 Square ft. of Room Area: 3,836 Square ft. Per Ton: 1,260 Volume(ft3): 28,991 e s Total Heating Required Including Ventilation Air: 68,363 Btuh 68.363 MBH Total Sensible Gain: 30,022 Btuh 82 % Total Latent Gain: 6,520 Btuh 18 Total Cooling Required Including Ventilation Air: 36,541 Btuh 3.05 Tons(Based On Sensible+ Latent) 'N t Rhvac is an ACCA approved Manual J, D and S computer program. Calculations are performed per ACCA Manual J 8th Edition,Version 2, and ACCA Manual D. All computed results are estimates as building use and weather may vary. Be sure to select a unit that meets both sensible and latent loads according to the manufacturer's performance data at your design conditions. S:\FHDATA\PROJECTS\JOSH\Version6\Thorson Homes, Underhill Residence.rh9 Monday, June 03,2019,9:12 AM 'Rbyac.,:Residential'#Light Comr Orci$HVAC Loads ;elite Seftware74e q i *1nc. Flar=e Nearing&AIC.Inc. Untlerlril encs' Golden Valley,MN 554274700 Total Building Summary Loads /+ ` ° , * $ h Sib Y x 3k! :i 1 f r ® �a �'r ,V44:01441";.� <� ��,��'�'� � ,*; ry'u� 'a '�� s � ilk 4� � s ��5�.' � . '� ` t r att d z: oS� ,�" . x.i.a... h' ;., 2A-v-o:Glazing-Double pane low-e(e=0.60), operable 515 13,144 0 10,838 10,838 window,vinyl frame, outdoor insect screen with 50% coverage, U-value 0.29, SHGC 0.22 11N: Door-Metal-Polystyrene Core, U-value 0.35 38 1,170 0 426 426 12F-Osw: Wall-Frame, R-21 insulation in 2 x 6 stud 2098 12,000 0 2,904 2,904 cavity, no board insulation, siding finish,wood studs, U-value 0.065 15B0-10sf-4:Wall-Basement, , R-10 board insulation to 288 1,780 0 233 233 floor, no interior finish, 4'floor depth, U-value 0.054 15B0-10sf-8:Wall-Basement, , R-10 board insulation to 873 4,121 0 139 139 floor, no interior finish, 8'floor depth, U-value 0.05 12D1-0sw:Wall-Frame, R-21 closed cell 2 lb. spray foam 204 1,366 0 396 396 insulation in 2 x 4 stud cavity, no board insulation, siding finish,wood studs, U-value 0.076 16B-50: Roof/Ceiling-Under Attic with Insulation on Attic 1940 3,414 0 2,173 2,173 Floor(also use for Knee Walls and Partition Ceilings), Vented Attic, No Radiant Barrier, Dark Asphalt Shingles or Dark Metal, Tar and Gravel or Membrane, R-50 insulation, U-value 0.02 21A-20: Floor-Basement,Concrete slab,any thickness, 2 1896 4,505 0 0 0 or more feet below grade, no insulation below floor, any floor cover, shortest side of floor slab is 20'wide, U-value 0.027 20P-30: Floor-Over open crawl space or garage, Passive, 44 136 0 25 25 R-30 blanket insulation, any cover, U-value 0.035 Subtotals for structure: 41,636 0 17,134 17,134 People: 5 1,000 1,150 2,150 Equipment: 683 3,430 4,113 Lighting: 0 0 0 Ductwork: 0 0 0 0 Infiltration:Winter CFM: 268, Summer CFM: 257 25,189 3,709 5,751 9,460 Ventilation:Winter CFM:78, Summer CFM: 78 1,538 1,128 367 1,495 Exhaust: Winter CFM: 330, Summer CFM: 330 AED Excursion: 0 0 2,189 2,189 Total Building Load Totals: 68,363 6,520 30,022 36,541 Chk Ft9ures„ Total Building Supply CFM: 1,389 CFM Per Square ft.: 0.362 Square ft. of Room Area: 3,836 Square ft. Per Ton: 1,260 Volume(ft3): 28,991 Buditg l .t. Total Heating Required Including Ventilation Air: 68,363 Btuh 68.363 MBH Total Sensible Gain: 30,022 Btuh 82 % Total Latent Gain: 6,520 Btuh 18 Vo Total Cooling Required Including Ventilation Air: 36,541 Btuh 3.05 Tons(Based On Sensible+Latent) Rhvac is an ACCA approved Manual J, D and S computer program. Calculations are performed per ACCA Manual J 8th Edition,Version 2, and ACCA Manual D. All computed results are estimates as building use and weather may vary. Be sure to select a unit that meets both sensible and latent loads according to the manufacturer's performance data at your design conditions. S:\FHDATA\PROJECTS\JOSH\Version6\Thorson Homes, Underhill Residence.rh9 Monday,June 03, 2019, 9:12 AM Rhvac-Residential&Light Commercial HVAC Loads T Elite Software Development,Inc Flare Heating&A/C Inc. • Underhill Residence Golden Valley,MN 55427-3700 _ __ Page 4 Building Pie Chart Floor 7% Ventilation 2% Roof 5%\ ,Infiltration 37% Building Loss Wall 28%__ 68,363 Btuh I Door 2% Glass 19% Floor 0% Roof 6% AED Excursion 6% Wall 10% Ventilation 4% Building _Infiltration 26% Gain 36,541 Btuh Glass 30% Equipment 11% Door 1% People 6% S:\FHDATA\PROJECTS\JOSH\Version6\Thorson Homes, Underhill Residence.rh9 Monday, June 03, 2019, 9:12 AM / ‘/.0y 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 Summerbrooke Lot Number 15 Block Number 1 Address 806 Summerbrooke Court Builder Thorson Homes Phone Number: 612-810-3597 Contact: Brian Thorson Tree Protection Requirements: Tree Protection Fencing Installed on Site (Orange Poly Fence) 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: Ten (10) Category A trees (>=4.0" caliper deciduous trees, or>= 12' conifer trees). Per approved Tree Mitigation Plan, one(1) Autumn Blaze Maple to be installed following construction, (and one(1) River Birch trees, one(1) white pine, and seven (7) Black Hills spruce trees, all already installed by developer and to be protected during cohstc�rwn)^ N FORESTR DIVISION Attachments: EAGAN[/F�On I X Yes (Refer to attaclfed'Ob�uTs'fdrtlails) No BY Al; Additional Notes: DATE /,, 6 /` 1-6 -17 t H:\gove\2019file\treepres\Tree Preservation Plan Summerbrooke Lot 15 IR*1 V 1a1 1 of Fe 'rte x 'red '''.s. 'r)2 x so z A. 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'24r ar39x n>e16:00,7'. / ill'Cir { O ai o� 70 sue 55.3- 16 00� it 4' ..,'''''lxis) M o 3 '.n I- --14,7„--xi 1 li ns. x°r' a'� ilia/4a 3aa �i rd //D�' �j XI/11/ a:\ 1 / tr 1S4t,rx / �,. 1nt° arts rat a•z i p N / ati O 1 h 7-i --Mt= j ;67^ 9x44 x O � W ' I oras 0 i �' JS 67 o r -� ' 1 9tt>, h I Y n4' "Ms nor I I I 4-1 11 aq_'x ~��" ah4 ' 924.03 dI CO 03 I O I I I i ' / '224 xI> ��`/ enchmar l'asx aUa I V p - 90 1D I `°�" , 0409 L , "i J 1 m 1 nil:'g ' Sr -29,44 -Lacy 1. u7 91(. 91.4 922. °2A1� 2444 4a I W I m - - 1 I - ante (915.0) 62.57 s2;pez4e 92..2x 'z.(924.0) 39.94 r. N 1 M I g - ' 1 9rts z 14.86°1c.i x x •2o,x .13\...\ I V nae na> $' 1 Benchmark 2.0.3.i. '4ts x I (n I I ' IIi I rn 11/r 1 = I `/ �h or I I Y Iv m House I ei a'kr a. 589°50'01"W .. 145.74 v ' • Denotes eon pipe Lot area-16853 SF Lowest opening elevation per grading plan:916.7 House area=2583 SF Denote aeMa Porch area=64 SF ® Denotes television box Lowest floor elevation per grading plan:916.7 Sidewalk area=87 SF ■ Denote.electric box Driveway area=788 SF eE Denotes telephone box Moues eleyptiann (Proposed)/Aa-built Total knpersous Area=3542 SF x 000.00 Denotes existing elevation Impervious Coverage-21.3% (000.00) Denotes Meposed elevation Lowest Flom Elevation :(916,9) / Denotes drainage flow direction Top Of Foundation Elev. ;(925.6) / Construction Notes: A Denotes epee Garage Slab Elev.0 Door:e(924.7)e/ Drop 0.5 R. 1.Install rock construction entrance. 0' 10' 2D' 2.InSidewalks silt fence as needed for house contriiiii ol. 3.Sidewalks shall drain away from house a minimum of 1.0% 4.Contractor must verify driveway design. 5.Contractor must verify service elevation prior to construction. Scale: 1" = 20' 6. Add or remove foundation ledge as required. General Notes: Benchmark: 1.Grading plan by Pioneer Engineering lost dated 8/22/18 was used to determine We hereby certify to Thorson Homes Inc thot this survey,ploy or Top Nut Hydrant proposed elevations shown herein. report was prepared by me or under my direct supervision,and Lots 14-15 Block 1 2. This survey does not purport to show improvements or encroachments,except as that I am o duly licensed Land Surveyor under the laws of the Elevation=925.70 shown,as surveyed by me or under my direct supervision. State of Minnesota,dated 05/24/19. 3.Proposed building dimensions shown ore for horizontal location of structures on the lot only.Contact builder prior to construction for approved construction plans. Signed: /.biapeer nneering,P.A. "abeam 4.No specific soils investigation has been performed on this lot by the surveyor. (//'4vl/.//O tlgsaa.In Sake bone The suitability of sods to support the specific house proposed is not the responsibility of the surveyor. 5.This certificate does not purport to show easements other than those shown on 81' the recorded plot Peter J.Haw heron, ro eesuona mond Surveyor 6.Bearings shown ore based on an assumed datum. Minnesota License No. 42299 small-phawkinson4lpioneerenq.can Lot 15, Block 1. PISNEERengineenng.r.,�. SUMMERBROOKE Certificate of Survey for: according to the recorded plat thereof Thorson Homes Inc 2422 Enterprise Drive Pb.:(651)681-1941 Dakota County, Minnesota Mendota ha,MN 55120 Fu:(651)6814488 4466 Wedgewood Dr www.pralnxrerg.aza Address: 806 Summerbrooke Court. Eagan,Minnesota Bogen,MN 55123 House Model: Elevation: Phone:(651)454-0644/Fax:(651)405-9437 Project.:118040003 Folder#:7898 Down by:M TW Bu Underhill ®Pioneer Engiw.deg 0 CRZ OF SAVED 92 i \ / , I \ �) —EXISTING—TREES __— — /°'� ,922 _�— Nii ' � >.#'. '� .,Ail. ., ". ! , f \‘\" Vjgrit01; ',,Jt • ) W- I. . 41 CO i tt -- g " trcr\ ( \4(' y - • e ,--- --"ft,,,..„„., 7'.., „, - ---c: (phi 4 ri_ 1 wik-_,- --___ - \ „it,. . it //kali/ , 's, y ‘-- AO 4.1&.‘ , ijo, :: 1 „ale; .3. 401 _,,• w 4egisisti011ramir Vivi (1 i --,::: -.4...- ' 31;tk ' / X22 ,s't 404400000.4111111440, 1 e / ,, ,"---\ , s,/ p) - • \- -1 4 Bi J N L �/ ',. 4 ,40111trt:v � / r.4*. �t We ? i �M"CTa' . 1 r Ilii 1[' j itr •-_ ' 1 Ilii 11 tS� \ I� 1 i 9 6 /` 0 _ �o\ /” N j :$/ � a A -- -: 1� _ _ _ N 11 frill CY) _ i c;)- (i 1 I ' v b a I C - �. \ IMIIIIMId.I .--- - - ]1:'. if*, ip iv .4) -, fol,r; r,,/:.• ,,-.,; t. .. -. . , .....-....-. - - / , 9\6 ,(3,,v,rAing , „.. ._ . , r ..." i tAik.-411,- .- - ,-„\\ .., : , . ,......„ ,, . 4.. ._ , \ - 1\' milia9, , 40,- immi 41'4 ,0 \;13 Ina . miammi '- * ,,--7467 7 - ' 9\ \ V ___lrillIlF....4,-"I'gkVIP-41'k.'A Ili i - mirt 11, . 11111"11111111110111 i'\ C ,. 441111,,,, 741. •E 's6' 141k:I'—"--- 441:A..444 ,;, v‘,..„‘ \____,__,-- fr..10,_- .-. ... - . 0 ,1-8-- --- V 4* .,. 4., AL. ,p-A11,11 * 401% , --niik ,„„,--•44 p 4 „„,--- 2;-,_ - _____ _,.)c.j, ," ,44),,, ,.- ight..7„1, 41 747- -\___ 0 k -- v---- - -.•- 1 -,,,Nil 1,A I a..... is -. •• — / :$11A•.e' J ,,j_______ ------ , ______ -. i(,,,,, ______ ___- it ... _Q /9 4 `+ wor.....l' LOT SURVEY CHECKLIST FOR RESIDENTIAL BUILDING PERMIT APPLICATION .01 PROPERTY LEGAL: 144 I�, )3JOck I f �l rn 410-.04, (.- DATE OF SURVEY: /241i/ LATEST REVISION: evL V O Z a DOCUMENT STANDARDS 0 0 • Registered Land Surveyor signature and company B ❑ ❑ • Building Permit Applicant 0 ❑ • Legal description .o O ❑ • Address ❑ ❑ • North arrow and scale ❑ ❑ • House type(rambler,walkout,split w/o,split entry, lookout,etc.) ❑ • Directional drainage arrows with slope/gradient% ./P' ❑ ❑ • Proposed/existing sewer and water services&invert elevation ❑ ❑ • Street name ly ❑ ❑ • Driveway(grade&width-in R/W and back of curb,22'max.) ❑ ❑ • Lot Square Footage ❑ ❑ • Lot Coverage ELEVATIONS Existing ❑ ❑ • Property corners ❑ ❑ • Top of curb at the driveway and property line extensions ❑ ❑ • Elevations of any existing adjacent homes ❑ ❑ • Adequate footing depth of structures due to adjacent utility trenches ❑ ❑ • Waterways(pond,stream,etc.) Proposed ❑ ❑ • Garage floor ❑ ❑ • Basement floor ,e" ❑ ❑ • Lowest exposed elevation(walkout/window) ❑ ❑ • Property corners ,e( ❑ ❑ • Front and rear of home at the foundation ( N • PRV Required PONDING AREA(if applicable) ❑ ❑ • Easement line ❑ 7 ❑ • NWL ❑ 0 • HWL ❑ J7 ❑ • Pond#designation ❑ ) ❑ • Emergency Overflow Elevation ❑ • Pond/Wetland buffer delineation Y • Shoreland Zoning Overlay District Y • Conservation Easements DIMENSIONS ❑ ❑ • Lot lines/Bearings&dimensions 7 ❑ ❑ • Right-of-way and street width(to back of curb) 7 ❑ ❑ • Proposed home dimensions including any proposed decks,overhangs greater than 2', porches,etc. (i.e.all structures requiring permanent footings) 4 ❑ ❑ • Show all easements of record a • any City utilities within those easements ❑ ❑ • Setbacks of proposed structure an• ey.r.-tback of adjacent existing structures ❑ ❑ • Retaining wall requirements: Reviewed By: /' Date 61//09 G:/1 Engineering/FORMS/Cert.of Survey Checklist Rev.11-16-16 111 q6(n c'IAMn C 1 C . / /227/ r si 1 1 ai a19j78 X 979.39175 x 3:1 Maximum ' or Retaining Wall WI 9772 x Be -�•�+.r� 9173 9itox x • IN <0 asp0 REQUIRED 10 \\ 9176 9175X Ire'1r PRy. \ x Ay e� 919, x 9779x N\ '16 '•.� x 917 INSTALL N 3 912 9785 x N 972,4 x 'X 8182PERIMETER CONTROL \� 1�� 912'3 X 1`t- 9/a3x 918.1x 1f) 919"9 x '� cr) \ �� 91?•°x \\ 974.8 x ���, N _ ip 4 La' N ��z /ikA 2p //:(0 r 918.sx I�\\` / S) x9149 9�2 x i,/' 917.8 x ��/ \ •� 916'9 x N1 J AN / 914.9 ,. IN N 916'9Vacant y, //� / 977 / 921.1 K ..7 179. �I .4x / 4x 49X/ \ X �� / �o�/ co 915.4 p � llLip o�% / /� Benchrllark 6, 921,4 x Alik / / - N A� 922'8 '2 7.4 iii7*-ir / ?0 �o/ stns X / 916.9 x N N O x / 9174X / /o \ � Bx 1 // /id \ t1,� �e / / 10 �s16.1/ i1 h,, s'7/x \N �9 92z2 x 922.6 92/.3 , ( / ar., / I / 9jB7 �3 9jQ9X / 921.9X \ :.�t�(i g •- / / \N J 922.05 �'- 9i0)x g °- I / 9/7p o 26.83 N o)/ r- Benchmark CY) " '���+ D a I 6"2 9}6.8 +;/2 921.s O ()N x 922.2 _���py /� 8, z7.g /0 2.50 ^ \ 923.3 x ;.'927.4?919,�i II ^ I 9/s•6 x'� 50 p N `39) %O/I � Ol / ; /O / N 922.5 • 7 923.0 x / O ' 91°•2 " I15 ` ''` cc 9j7, X ,, p7 y?' /X9 .4 \ h /��/0 a0°10:: / 9I ; 1//� ZI�� Oy y x/I' O 2.0p *922.0 923jx \ `�� 922.4 X2'4 C7QJ ^ QJ 923.°�,`+, 9j�6 O921'8 x 92°•' � X ;77.,:// ::. 0Qom ; ?3 x, ,i Q¢3i6,0 7p2's .�.� 'S-� --�� • /Q2X 55.3 - 0 x919. °) a; o) pi O /9234 . s2zs I 0 il 9js.1 '2i.s20 8/^ Qp h / (�o6 = /I W \ 9?z i 3 , 923.3X f ‘12Willikidl I1') m9 /I .,,,..u„ 915.8 x / a°' O n% U 923./x •, l0 979.9 x 9'�8)L' 132 N I Q 3 / p o 4.17 919; 92?' 2? / 2.7 _ V N I 1 9 ''^^� 8p9.9 1 I Z I // 919.p, '22'6 6.67 9234 X I � ♦�'J O I w I I / 3 O a7 / f °Y / I 9js.5 x M / 919 5.67 0 92J4^N / 1 922,7 /�/� I O 976./ 9/6.99/ I I _32.6 M• N 924.03 I � ��J�,J I Q I ' B 2'1 I N�/ x 9X24 X225 �i �/ Benchmark 1�23.sx �� Cr v 9 , I L x o i / 924, x,j 1.1:04- o d I CO I °9"8 `9110.0) I Ce I gig• l 91- 911.4 ''•O h 1' 91T- / p16•< 922. 923 x/ �� - 924.11f� 923.J $22.8 I L1.J I 91$'9 -w s, (924.0) 39.94 �-- I a) -cci iii 2 .41 I - 2s (915.0) 62.57 922.99)13.8 924"2 924 © N I 11� LA V .O..f,� i- v• /• I 97s.3 x 914.96 976.1 924.7 x 9229 I J I / s/Je I gr 97 `o• I Benchmark o� 9235 I 'J'7 x I I / / ii I I (N cn \� / = I V Existin I' I I N( 1" House cri 4: I I I n rn ot cn S89°50'01"W 145.74 J • Denotes iron pipe Lot area =16653 SF +f Denotes service Lowest opening elevation per grading plan :916.7 House area =2583 SF Porch area =84 SF n Denotes television box Lowest floor elevation per grading plan :916.7 Sidewalk area =87 SF 1111 Denotes electric box Driveway area =788 SF E Denotes telephone box House elevations (Proposed) / As-built Total Impervious Area =3542 SF x 000.00 Denotes existing elevation Impervious Coverage =21.3% ( 000.00 ) Denotes proposed elevation Lowest Floor Elevation :(916,9) / Denotes drainage flow direction Top Of Foundation Elev. :(925.6) / Construction Notes: A Denotes spike Garage Slab Elev. 0 Door : 924.7). / Drop 0.5 ft. 1. Install rock construction entrance. 0' 10' 20' 2. Install silt fence as needed for erosion control. , �// EwE 3. Sidewalks shall drain away from house a minimum of 1.0%. 4. Contractor must verify driveway design. • By /���d -1-i-ii! 5. Contractor must verify service elevation prior to construction. Scale: 1" = 20' 6. Add or remove foundation ledge as required. Dwtc r General Notes: EAGAN ENGINEERING DEPT, Benchmark: 1. Grading plan by Pioneer Engineering last dated 8/22/18 was used to determine We hereby certify to Thorson Homes Inc that this survey, plan or Top Nut Hydrant proposed elevations shown herein. report was prepared by me or under my direct supervision, and Lots 14-15 Block 1 2. This survey does not purport to show improvements or encroachments, except as that I am a duly licensed Land Surveyor under the laws of the Elevation = 925.70 shown, as surveyed by me or under my direct supervision. State of Minnesota, dated 05/24/19. 3. Proposed building dimensions shown are for horizontal location of structures on the lot only. Contact builder prior to construction for approved construction plans. Signed:) f1,,7ineerin .eer EP.A.4. No specific soils investigation has been performed on this lot by the surveyor. 1.)0219SehoThe suitability of soils to support the specific house proposed is not theresponsibility of the surveyor. BY: 5. This certificate does not purport to show easements other than those shown on the recorded plat. peter J. Hawkinson, ofessional Land Surveyor 6. Bearings shown are based on an assumed datum. Minnesota License No. 42299 email-phawkinsonapioneereng.com PISNEERengineering,P.A. Lot 15, Block 1, SUMMERBROOKE Certificate of Survey for: CIVIL ENGINEERS LAND PLANNERS LAND SURVEYORS LANDSCAPE ARCIRIEC S according to the recorded plat thereof Thorson Homes Inc 2422 Enterprise Drive Ph.:(651)681-1914 Dakota County, Minnesota Mendota Heights,MN 55120 Fax:(651)681-9488 4466 Wedgewood Dr www.pioneereng.com Address: 806 Summerbrooke Court, Eagan, Minnesota Eagan,MN 55123 House Model: Elevation: Phone:(651)454-0644/Fax:(651)405-9437 `Project#:118040003 Folder#:7898 Drawn by:MTWA Buyer. Underhill A, .00 ©Pioneer Engineering OF Eq ...2, ;!, V o m q•41SM60, 3830 Pilot Knob Road I Eagan MN 55122 Phone:(651)675-5675 I Fax:(651)675-5694 buildinginspectionsOcitvofeagan.com Address: 806 Summerbrooke Ct Permit#: 156104 The following items were/were not completed at the Final Inspection on: / //27//9 Final grade -6"from siding Permanent steps—Garage Permanent steps— Main Entry / Permanent Driveway ?(- Permanent Gas Retaining Wall or 3:1 Max Slope Sod / Seeded Lawn Trail / Curb Damage \ rr°1\ii(11 Porch KI ,`�DeLower Level Finish X .Y14.- Deck ck 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. BuildingInspector: 7.