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791 Sumerbrooke Ct 06L J - /of 6476147 ���1/ ?/ ii9t r For Office Use , , ,:, EAGAN - Permit#: f :2 01(:) L O, UJ tL' /7 Permit Fee:/ Q1 �/(� / 7 Or Date Received: _ `(7 3830 PILOT KNOB ROAD I EAGAN, MN 55122-1810 fir (651)675-5675 I TDD:(651)454-8535 I FAX:(651)675-5694 Staff: buildinginspections(cr�citvofeagan.comL E, . t (1u _DO-(,t� /,_(?; 9 an8 t�2018 RESIDENTIAL BUILDING1PERMIT APPLICATION Date: 14-'4-'t % Site Address: 1-1 I Sv �► Mt-brn ,,$ tol)kf (.,o" Unit#: Name: --Ill,0 r$OIN, J 4 # eS Jk Phone: (,t2- g l O-3 Sq.1 Resident/ / Owner Address/City/Zip: 9407 We,(o)c l,,,o,�l 1,..., rat ooh , 'w 5 S i�3 Applicant is: Owner ,X Contractor Type of Work , Description of work: t\/(0-/ �10w+( v/ Construction Cost: Multi-Family Building:(Yes /No ) Company: 11/1.0.,1 ot" liwMK r1NA Contact: 6,rtott" Contractor Address: 1 6� W e._ CV woad 04.4 City: Col�ah State: MN Zip: 55123 Phone: -.)\1,•-•%\D'3S°►1 Email: br)ath -f t or,1,M,S,(vMme. License#: 1.3 t1 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: $tvt✓1i4 PLAl.,s Phone: 65" "9 Sc- 29 gi Mechanical Contractor: • ocr{ 0 f°,41,11 Phone: 7 63- SLIZ- I t 6 L Sewer&Water Contractor: —114 el j COL4r441101, Phone: 612 - 2Z1 - 731 D Fire Suppression Contractor: Phone: NOTE:Plans and supporting a documents that you subrHrf are considered to be public information. Portions of the informatro;' � a%y be :classified as non-•ublic if ou •rovide s•ecifi'c reasons that would. mit it the Ci. ,to•conclude that:the .are trade se rets You may subscribe to receive an electronic notification from the City of proposed ordinances by signing up for an email update on the City's website at www.citvofeagan.com/subscribe. Exterior work authorized by a building permit issued in accordance with the Minnesota State Building Code must be completed within 180 days of permit issuance. CALL BEFORE YOU DIG. Call Gopher State One Call at(651)454-0002 for protection against underground utility damage. Call 48 hours beforeyou intend to dig to receive locates of underground utilities. www.gopherstateonecall.orq I hereby acknowledge that this information is complete and accurate;that the work will be in conformance with the ordinances and codes of the City of Eagan; that I understand this is not a permit, but only an application for a permit, and work is not to start without a permit; that the work will be in accordance with the approved plan in the case of work which requires a review and approv f plans. x ,ria.-. L T - ooi x �! ?�$L Applicant's Printed Name Applicant's Signature \ / '7c/9 - ----/qDO NOT WRITE BELOW THIS LINE �( S� ��? � �-,>c� � �• SUB TYPES Foundation _ Fireplace _ Porch (3-Season) _ Exterior Alteration(Single Family) Single Family _ Garage _ Porch (4-Season) _ Exterior Alteration (Multi) Multi Deck _ Porch(Screen/Gazebo/Pergola) _ Miscellaneous 01 of Plex Lower Level Pool Accessory Building WORK TYPES X 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 14 9 f)Valuation At /Occupancy j MCES System Plan Review Code Edition 141440 I SAC Units (25% 100% ) Zoning City Water Census Code Stories Booster Pump #of Units Square Feet 111 PRV #of Buildings Length Fire Suppression Required Type of Construction V 7 Width 771 REQUIRED INSPECTIONS y Footings (New Building) Meter Size: XC Footings (Deck) 7( Final I C.O. Required Footings (Addition) ' Final I No C.O. Required I Foundation X Foundation Before Backfill HVAC_Gas Service Test Gas Line Air Test Hood Roof: _Ice &Water Final Pool: _Footings Air/Gas Tests _Final Framing 30 Minutes Ni 1 Hour Drain Tile 4 Fireplace: NtRough In Air Test y Final Siding: Stucco Lath Stone Lath rick_EFIS Insulation Windows 'X, 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 "(131: 1,,N)uivf 4i2- 1 /, C" Base Fee / d Surcharge1W ,°/- "t 2 ` „„./ 'ki,sc; I ` Plan Review ,,,� � , 2Pili 915—,C6 MCES SAC I 4 7 ,` . i $ , City SAC . . 4I $'"'j4) Utility Connection Charge ' , S&W Permit&Surcharge / ` ` .o ,, ,3,. t Treatment Plant f Copies Fr- ,i •> 7 4 1 0 TOTAL '' 't ;1, 41 3 ' Pae2of3 / 7/9 New Construction Energy Code Compliance Certificate Per R401.3 Certificate.A building certificate shall be posted on or in the electrical distribution Gate Certificate Posted panel. �+ Mailing Address of the Dwelling or Dwelling Unit City 43-Fi71 ;_i_ 1 791 Summerbrooke Ct Eagan HEATING a AIR CONDITIONING Name of Residential Contractor MN License Number Thorson Homes ve 1317 THERMAL ENVELOPE RADON CONTROL SYSTEM Type:Check All That Apply / Passive(No Fan) Active(With fan and manometer or other c system monitoring device) at 8 a. E N Location(or future location)of Fan: H_ .0 am L3 m 0 i. o _ p a n aa CO NCa0TQ CO m N 'p cn Insulation Location ° ? @ U O LL w _if -- o m m m m E E a p a O N 0 -0 4 0 0 Cm tT H c z CT_ LT w u it w Other Please Describe Here Below Entire Slab Foundation Wall (41r1241 4L— Perimeter of Slab on Grade Rim Joist(1st Floor) i.°mei Rim Joist(2nd Floor+) 0,4 ,C Wall 'z4 Ceiling,flat WI Ceiling,vaulted 40% X Bay Windows or cantilevered areas Floors over unconditioned area X Describe other insulated areas Building envelope air tightness: "fuct system ti-cm tighti,ess: Windows&Doors Heating or Cooling Ducts Outside Conditioned Spaces Average U-Factor(excludes skylights and one door)U: I L9 X Not applicable,all ducts located in conditioned space Solar Heat Gain Coefficient(SHGC): LZ R-value MECHANICAL SYSTEMS Make-up Air Select a Type Domestic Water Appliances Heating System Cooling System X Heater Not required per mech.code Fuel Type NATURAL GAS AAT coify; R410A Passive Manufacturer Carrier Q t� 3-1-4-. Carrier Powered 59SC5A100 521 CA13NA042 Interlocked with exhaust device. Model NA r'C. Describe: Input in 100,000 CapacityOutput 3.5 Other,describe: Rating or Size BTUS: in Gallons: 7'5 in Tons: AFUE or 95% SEER 13 Location of duct or system: Efficiency HSPF% EER Heating Loss Heating Gain-- Cooling Load Residential Load Calculatic 82,992 38,747 3.23 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: 80 High: 160 Location of duct or system: Balanced Ventilation capacity in cfms: MECHANICAL ROOM Location of fan(s),describe: Cfm's Capacity continuous ventilation rate in cfms: 5 "round duct OR Total ventilation(intermittent+continuous)rate in cfms: 4 "metal duct Builders Associaton of Minnesota version 101014 Thorson Homes, 791 Summerbrooke 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) 4702 16� Total required ventilation Number of bedrooms 3 Continuous ventilation 80 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 110/55 125/63 140/70 155/78 170/85 185/93 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 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, 791 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 efm, 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) 4702 (including unfinished basements) Estimated House Infiltration(cfm): 705 [1a x 1b] 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 705 above) Makeup Air Quantity(cfm); [3a—3b] -266 (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, 791 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: 100,000 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: 2763 ft3 Step 3:Determine Air Changes per Hour(ACH)1 Default ACH values have been incorporated into Table E-1 for use with Method 4b(KAIR Method).If the year of construction or ACH is not known,use method 4a(Standard Method). Step 4:Determine Required Volume for Combustion Air. 4a.Standard Method Total Btu/hr input of all combustion appliances(DO NOT COUNT Input: 75,000 Btu/hr DIRECT VENT APPLIANCES) Use Standard Method column in Table E-1 to find Total Required TRV: 3750 ft3 Volume(TRV) If CAS Volume(from Step 2)is greater than TRV then no outdoor openings are needed. If CAS Volume(from Step 2)is less than TRV then go to STEP 5. 4b.Known Air Infiltration Rate(KAIR)Method Total Btu/hr input of all fan-assisted and power vent appliances Input: Btu/hr (DO NOT COUNT DIRECT VENT APPLIANCES) Use Fan-Assisted Appliances column in Table E-1 to find RVFA: ft3 Required Volume Fan Assisted(RVFA) Total Btu/hr input of all non-fan-assisted appliances Input: Btu/hr Use Non-Fan-Assisted Appliances column in Table E-1 to find RVNFA: ft3 Required Volume Non-Fan-Assisted(RVNFA) Total Required Volume(TRV)=RVFA+RVNFA TRV= + = ft3 If CAS Volume(from Step 2)is greater than TRV then no outdoor openings are needed. If CAS Volume(from Step 2)is less than TRV then go to STEP 5. Step 5:Calculate the ratio of available interior volume to the total required volume. Ratio=CAS Volume(from Step 2)divided by TRV(from Step 4a or Step 4b) Ratio= 2763 / 3750 = .74 Step 6:Calculate Reduction Factor(RF). RF=1 minus Ratio Ratio RF=1- .74 = .26 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 I 3000 Btu/hr per in2= 25 in2 Step 8:Calculate Minimum CAOA. Minimum CAOA=CAOA multiplied by RF Minimum CAOA= 25 x .26 = 6.5 in2 Step 9:Calculate Combustion Air Opening Diameter(CAOD) CAOD=1.13 multiplied by the square root of Minimum CAOA CAOD=1.13,I Minimum CAOA= 2.88 in 1 If desired,ACH can be determined using ASHRAE calculation or blower door test.Follow procedures in Section G304. Although this worksheet, IFGC Appendix E, Worksheet E-1 and the following worksheet, IFGC Appendix E,Table E-1, is referenced in the 2015 Minnesota Fuel Gas Code, these worksheets were not included in the published copy. 4" Hard Pipe 5" Flex 5 Robertson Residence HVAC Load Calculations for Thorson Homes EiT 1 I ill RHVACREsmEmn" 1-IVAC Lomas Prepared By: Josh Schindele Flare Heating&Air Conditioning 9303 Plymouth Ave N Golden Valley,MN 55427 763-542-1166 Tuesday,August 28,2018 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. Rhvac-Residential&Light Commercial HVAC Loads licit Elite Software Development,Inc. Flare Heating&A/C Inc. Robertson Residence Golden Valley,MN 55427-3700 —_---- _ Page 2 Project Report General Project Information Project Title: Robertson Residence Designed By: Josh Project Date: Monday,July 02, 2018 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 I-Design Data —. — Reference City: Minneapolis/St. Paul AP, Minnesota Building Orientation: Front door faces East Daily Temperature Range: Medium Latitude: 44 Degrees Elevation: 834 ft. Altitude Factor: 0.970 Outdoor Outdoor Outdoor Indoor Indoor Grains Dry Bulb Wet Bulb Rel.Hum Rel.Hum Dry Bulb Difference Winter: -16 -16.32 n/a n/a 72 n/a Summer: 93 71 34% 50% 72 22 [Check Figures Total Building Supply CFM: 1,417 CFM Per Square ft.: 0.301 Square ft. of Room Area: 4,702 Square ft. Per Ton: 1,456 Volume(ft3): 33,486 Building Loads Total Heating Required Including Ventilation Air: 82,992 Btuh 82.992 MBH Total Sensible Gain: 30,622 Btuh 79 Total Latent Gain: 8,125 Btuh 21 % Total Cooling Required Including Ventilation Air: 38,747 Btuh 3.23 Tons(Based On Sensible+Latent) Notes —_ 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, Robertson Residence.rh9 Tuesday, August 28, 2018, 1:11 PM Rhvac-Residential&Light Commercial HVAC Loads Elite Software Development,Inc-.1 Flare Heating&A/C Inc 1. Robertson Residence Golden Valley,MN 55427-3700 Page 3 Total Building Summary Loads Component Area Sen Lat Sen Total Description Quan Loss Gain Gain Gain 2A-v-o: Glazing-Double pane low-e(e=0.60), operable 373 9,518 0 8,306 8,306 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 2568 14,690 0 3,556 3,556 cavity, no board insulation, siding finish,wood studs, U-value 0.065 1560-10sf-4: Wall-Basement, , R-10 board insulation to 324 2,003 0 262 262 floor, no interior finish, 4'floor depth, U-value 0.054 15B0-10sf-8: Wall-Basement, , R-10 board insulation to 1089 5,139 0 173 173 floor, no interior finish, 8'floor depth, U-value 0.05 12F1-0sw:Wall-Frame, R-21 open cell 1/2 lb. spray foam 232 1,326 0 320 320 insulation in 2 x 6 stud cavity, no board insulation, siding finish,wood studs, U-value 0.065 16B-50: Roof/Ceiling-Under Attic with Insulation on Attic 2373 4,176 0 2,658 2,658 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 2329 5,534 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: 43,692 0 15,726 15,726 People: 4 800 920 1,720 Equipment: 683 3,430 4,113 Lighting: 0 0 0 Ductwork: 0 0 0 0 Infiltration: Winter CFM:402, Summer CFM: 379 37,722 5,485 8,502 13,987 Ventilation: Winter CFM:80, Summer CFM: 80 1,578 1,157 377 1,533 Exhaust:Winter CFM: 450, Summer CFM:450 AED Excursion: 0 0 1,668 1,668 Total Building Load Totals: 82,992 8,125 30,622 38,747 Check Figures Total Building Supply CFM: 1,417 CFM Per Square ft.: 0.301 Square ft. of Room Area: 4,702 Square ft. Per Ton: 1,456 Volume(ft3): 33,486 Building Loads Total Heating Required Including Ventilation Air: 82,992 Btuh 82.992 MBH Total Sensible Gain: 30,622 Btuh 79 % Total Latent Gain: 8,125 Btuh 21 % Total Cooling Required Including Ventilation Air: 38,747 Btuh 3.23 Tons(Based On Sensible+ Latent) Notes 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, Robertson Residence.rh9 Tuesday, August 28, 2018, 1:11 PM 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 10 Block Number 1 Address 791 Summerbrooke Court Builder Thorson Homes Phone Number: 612-810-3597 Contact: Brian Thorson Tree Protection Requirements: na 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: Five(5) Category A trees (>=4.0" caliper deciduous tree). Per approved Tree Mitigation Plan five Sentry Linden trees to be installed in front and side yard areas following construction. Nine(9)spruce replacement trees in backyard area have already been installed by c.,evplon_ er. Attachments: EAGAN FORESTRY DIVISION X Yes (Refer to atipcR IEW ails No BY Additional Notes: DATE H:\ghove\2018file\treepres\Tree Preservation Plan Summerbrooke Lot 10 3IdcK r T 7 I ' / 1 / i / S87°39'58"E / 136.85 i,�A� �� ,.. --._s . x x x x I i'-' (923.3) o �;#� "i -�- I r , 9 _ . (915.9) V1 M� � i 5 n _Y+YYYYYY I + i i a 9 .y 8 x I x 1 x n i a II v i I' 92383 k (X4.1 ) 33 cn I t ' j '� ----- - x +else¢ a i R v, Benchmark al I I x i 15.00 8 -x dean - LaZ4.s.)_ .x_.,_, ' .�------ 10.00 o I I meg 1s.00 :/15.00 - r \l V,r`i c+iYB.GD Z' i NI ,1� n, m w m �� xar (926.0) 22.00 f x in x\ x Proposed can \ 5,, .///'.4 /flCF. WO / House t \ R M ci ia.r4 a \\\ \y\ \\' ae 14.17N�mx ,r / e h( x ze �s� 0 6.00. /fit/ W /\\ \\ \ % i (833.2 1313.17 ,' ! x e \\ \\,\ \ 9• i` ' s x� q .x o Garage ci e w O x o is N \ x I 'e:: n ro k e- •g �\ \\\ `i-- 2�7>315.0_0 L132X.7.1.-__ ---' � a 19.50 :°;51-1_1!/1 R 11a50A.. /- B�chmark \,\ i 2 1 m - -- _ : .e-z- ;10x0 i Z sS)., i\ Benchmark & x n n (934.5) -'7j_\ 1k3P .. x ti Dr�ewa d �� d� a '3 a'\\c '0 �' 4.3%, \ �\ Qa 5 tri E\ J x „\ \ § o O` \ (9322) - - fr• ip \ \\\ Q.,,........_________,_ ..111111111111 --- > tw\ -\'- x 926.70 �f-1l- ` - -'9:66- >-_- N ----1-----____1_,-.� N89°41'40"W '->-- - M.Denotes retaining soil designed end built by others. • Denotes Yon pile Lot area..18268 SF atr Denote.serviceLowest opening elevation per grading plan :925.1 House area=3053 SF ID Denotes television box Porch area>.504 illDelete.electric box Lowest flair elevation per grading plan:926.1 Sidewalk area=137 SF Driveway area"842 SF 0 telephoneDenotes box Total Impervious Area:4$26 SF x a0000 Denotes existing elevation klevae elevations 000aedy/As-bull Impervious Coverage=24.8 X (00000) Denotes proposed devotion Lowest Floor Elevation ;(ger 1) / Denotes drainage floe direction Top Of Foundation Elev. ;(933.9) / construction Nags: A Denotes saw Garage Slab Elev.®Door:.(932.8)./Drop 0.7 ft. 1,Install rock construction entrance. 2.Install silt fence as needed for erosion control. 0' 10` 20 3.Contralto shalldrain awayfrom house hesa minimum of 1.0X. 4.Contractor mustdriveway verify driveway design, 5.Contractor must verify service elevation prior to construction. 6.Add or remove foundation ledge as required. Scale: 1° 20� General Notes: 1.Grading plan by Pioneer Engineering Iasi doted 12-15-17 was used to Benchmark: determine proposed elevations shown herein. We hereby certify to Thorson Homes Inc that this survey,plan ar Top Nut Hydrant 2.This survey does not purport to show improvements or encroachments, report a was prepared by me ar under my direct supervision,and Lots 22-23 Block 1 except as shown,as surveyed by me or under my direct supervision. that I m a duly licensed Land Surveyor under the laws of the Elevation=935.13 3.Proposed building dimensions shown ore far horizontal location of structures State of Minnesota, dated 08/10/18. on the lot only.Contact builder prior to construction for approved construction 'nearing,P.A. Revisions plows' Signed: l ear EEEnnnyyg 4.No specific soils Investigation hen been performed on this lot by the surveyor. I)09-24-18 suiebmec The suitability of soils to support the specific house proposed is not the responsibility of the surveyor. BY: 5.This certificate does not purport to show easements other than those shown stet . a inson, o essiond and Surveyor on the recorded plot. Minnesota License No. 42299 email-phawkinsonapioneereng.corn 6.Bearings shown are based on an assumed datum. PIINEE Lot 10, Block 1, ' P1' SUMMERBR00KE Certificate of Survey for: according to the recorded plat thereof 'Thorson Homes Inc 2+22 Enterprise Drive Pb-:1651)681-1914 Dakota County, Minnesota Mendota Heights,MNN 55120 Fax:(651)681-9488 4466 Wedgwood Dr wearpueneeren8,com Address: XXXX 5ummerbrooke Court, Eagan, Minnesota Eag Faeso,MN 55123 House Modal: Robertson Elevation: Phone:(651)454-0644/Fax:(651)405-9437 Project A:118040001 Folder 9:7898Draws by:SDA w Buyer: Robertson ©Pumrxa Engineering :I' _-�__. // ' p - . 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Q m d �' :3 Ta Z o R a ? 3 k II 0e l 1 P a z cn ce F2 v) m c Z M—=1 6 w b r- < Li j>- At% aSP' " 110 °Y 0 0 ao g F.4 ° gi -.1 y lk '' 0 lie 410 & gi `) 0 a. /:::›e2 ---- 1-r-7 LOT SURVEY CHECKLIST FOR RESIDENTIAL / BUILDING PERMIT APPLICATION �y PROPERTY LEGAL: kb!. i®4 � k 1 kirAYYt k's} DATE OF SURVEY: 6//0/18 8 LATEST REVISION: m I1 � ii � /2D O z a DOCUMENT STANDARDS ,�.1 ❑ ❑ • Registered Land Surveyor signature and company ,er ❑ ❑ • Building Permit Applicant ..re' ❑ ❑ • Legal description / 0 ❑ • Address .g ❑ ❑ • North arrow and scale ❑ ❑ ❑ • House type(rambler,walkout, split w/o,split entry, lookout, etc.) 2' ❑ ❑ • Directional drainage arrows with slope/gradient% / ❑ ❑ • Proposed/existing sewer and water services&invert elevation / ❑ ❑ • Street name .ef 0 ❑ • Driveway(grade&width-in R/W and back of curb,22'max.) del ❑ ❑ • Lot Square Footage ,/' ❑ ❑ • Lot Coverage ELEVATIONS Existing /J ❑ ❑ • Property corners ,.1r ❑ ❑ • Top of curb at the driveway and property line extensions ❑ „er ❑ • Elevations of any existing adjacent homes 2' ❑ ❑ • Adequate footing depth of structures due to adjacent utility trenches ❑ ,IJ ❑ • Waterways(pond,stream,etc.) Proposed 2i ❑ ❑ • Garage floor 7 ❑ ❑ • Basement floor / ❑ ❑ • Lowest exposed elevation(walkout/window) l" ❑ ❑ • Property corners 0' ❑ ❑ • Front and rear of home at the foundation (( N • PRV Required PONDING AREA(if applicable) ❑ A ❑ • Easement line ❑ 7 ❑ • NWL ❑ 7 0 • HWL ❑ ief El • Pond#designation ❑ VI' ❑ • Emergency Overflow Elevation ❑ • Pond/Wetland buffer delineation Y • Shoreland Zoning Overlay District Y iJ • Conservation Easements DIMENSIONS Jif' ❑ ❑ • Lot lines/Bearings&dimensions / ❑ ❑ • Right-of-way and street width(to back of curb) Ja' ❑ ❑ • Proposed home dimensions including any proposed decks,overhangs greater than 2', porches,etc. (i.e.all structures requiring permanent footings) / 0 ❑ • Show all easements of record and any City utilities within those easements 7 ❑ ❑ • Setbacks of proposed structure and sideyard setback of adjacent existing structures �' 0 ❑ • Retaining wall requirements: ' A Reviewed By: .", Date i" 9/ ' G:/1 Engineering/FORMS/Cert.of Survey Checklist Rev. 11-16-16 Z/C --/q1 curunriz.biero ei-1 - . / P " r MaximUl11 Slope 1 pRavtDe MAINTAIN 11-_,i l' n �I OFC"I'It)N U► ter ?:,lifg Wall Will INLET PIT Be I1trq aired 1 1 F AL' URF IS -0%. :LISH D / ° "I I / / S87 39 58 E i ,P 136.85 I 1 I N O m a O e R b 'A` O ^ N N O, a ww \ N x ri N N .- ip ONi x x Q '\ 01:41 A N ,-1 X x N X x x X tI ' �jN0� poi01 N �j u ,4 tO tri IMM.. /'� (923.3) o M % N " X I � M� �� ry 9 SI n o (915.9) -*'C.' .....,..4 Pl./...,_....x.";-- ---- -.'''' -'.. '-''',.--., - 41 .-"*...-\ - +-----4i --,\11......„_ __° .! --: I N 14 M ‘,:i {�O,j N ///� N AP I • N / x N 64 ei N 1 ...-2.\I% �y� 11 I / X I x x 10 xco x I 5 el I I --70:- o� 'w Ia I 923.83cark (924.1) 1 x 1 I\ o N N r 924.37 I I I a M N 40.50 ;, in 1 Benchmark I I °° I v \ x 15.00 g .(924.6__ r X- N 10.00 I ' I \ x x deck 0 18.00 0/15.00 aI-__I-_ 4: m ro�N m N x or cl.i8.00 z NI x 926.0 1 j \ . ( ) 1 \ r 22.00 S St1 \\Ill \ W x ,623 N (] O° ,.,\ m In X m N gl \ I, Proposed "� x is O o M \ 0 House \ \ x N 0 13C F.B.W.O. N / _ 0 \.�\s\iy'y11.111\ \\ i`2.67 M _ r ----- 14. -- co 9 1q_o 6 o - Vacant n \ /� �, 14.•i o �� ' �\R „ \ rn 14.17 P Nrch 1. oo X o 6.00 Xx n iXX� W P E RiVir n A \ \ /// 033.2) M < 13.17 m co X \\ \\J �,/ X M x o X Garage N ,I2\ N of ,,X O I M\\ \ z A, x n / / XXX a Pr p = I X1.75 :6! '\ \\ -' --- ' 15.00 (_032.72 o° 11050 N \\ \ x •. 19.50 M A' I /- enchmark O \\ \J / 27 M * 9 2.: t 0 z 11000 Z \ 928x51 934.5 �R N 0 X rn x /1 S/_ i V\ Benchmark x Proposed M x to (•/`° ) V1440\ \ N x q Driveway e° 0, 0 X I \\ M N N �� \��6+`SO\��a 4.3% 2 X N \ <I, x 5 t' \` \ 45 , x O/�,(� \ 4\ N 99 34 03' ' - - - - - J �1 `- '\ • \ 0 v. x N \\ N \ tali a O x O \ \� N x (932.2) \ v m o �_ _ ,iI N I. �2 p'" " 3 Sty \\ \\` -> ----->-______>_--- !_�� LoN `1--_ \ ��� " -�--- _ _ N89°41'40"W - '- .�. . AL --i--_ Denotes retaining wall designed and built by others. • Denotes iron pipe , Lowest opening elevation per grading plan :925.1 Lot area = 18268 SF 46) Denotes service House area = 3053 SF DI Denotes television box Lowest floor elevation per grading plan :925.1 Porch area = 504 SF Sidewalk area 137 SF 111 Denotes electric box QQ Denotes telephone box House elevations (Pro osed� / As-built Driveway area = 842 SF X 000.00 Denotes existing elevation p Total Impervious Area = 4526 SF ( 000.00 ) Denotes proposed elevation Lowest Floor Elevation :(925.1) / Impervious Coverage = 24.8 % Denotes drainage flow direction Top Of Foundation Elev. :(933.9) / A Denotes spike Garage Slab Elev. cDoor :*(9328)a / Drop 0.7 ft. Construction Notes: 1. Install rock construction entrance. 0' 10' 20' 2. Install silt fence as needed for erosion control. 3. Sidewalks shall drain away from house a minimum of 1.0%. 4. Contractor must verify driveway design. 5. Contractor must verify service elevation prior to construction. Scale: 1" = 20' 6. Add or remove foundation ledge as required. General Notes: Benchmark: 1. Grading plan by Pioneer Engineering last dated 12-15-17 was used to Top Nut Hydrant We hereby certify to Thorson Homes Inc that this survey, plan or Lots 22-23 Block 1 determine proposed elevations shown herein. report was prepared by me or under my direct supervision, and 2. This surveydoes not Elevation 935.13 purport to show improvements or encroachments, that I am a duly licensed Land Surveyor under the laws of the except as shown, as surveyed by me or under my direct supervision. State of Minnesota, dated 08/10/18. 3. Proposed building dimensions shown are for horizontal location of structures on the lot only. Contact builder prior to construction for approved construction ( plans. Signed: io eer En ineering, P.A. Revisions: 1.)09-26.18 Stake house 4. No specific soils investigation has been performed on this lot by the surveyor. The suitability of soils to support the specific house proposed is not the responsibility of the surveyor. BY: `J 5. This certificate does not purport to show easements other than those shown Peter J. Hawkinson, rofessional Land Surveyor on the recorded plat. Minnesota License No. 42299 email-phawkinsonepioneereng.com 6. Bearings shown are based on an assumed datum. PI$NEER neeri Lot 10, Block P.A. SUMMERBROOKE certificate of Survey for: CIVIL ENGINEERS LAND PLANNIRS LAND SURVCYORS LANDSC4P11 ARQITIMS ;I' 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: SEX Summerbrooke Court, Eagan, Minnesota Eagan,MN 55123 House Model: Robertson Elevation: Phone:(651)454-0644/Fax:(651)405-9437 Project#:118040001 Folder#:7898 Drawn by:SDA Buyer: Robertson 1 ©Pioneer Engineering PERMIT City of Eagan Permit Type:Building Permit Number:EA154266 Date Issued:03/07/2019 Permit Category:ePermit Site Address: 791 Summerbrooke Ct Lot:10 Block: 1 Addition: Summerbrooke PID:10-72950-01-100 Use: Description: Sub Type:Fireplace Work Type:Gas Fireplace (new) Description: Census Code:434 - Residential Additions, Alterations Zoning: Square Feet:0 Occupancy: Construction Type: Comments:Improvements to the home may require smoke detectors in all bedrooms. Chimney / flue must be inspected prior to concealing. Carbon monoxide detectors are required within 10 feet of all sleeping room openings in residential homes (Minnesota State Valuation: 3,000.00 Fee Summary:BL - Base Fee $3K $88.50 0801.4085 Surcharge - Based on Valuation $3K $1.50 9001.2195 $90.00 Total: 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 - Kristin A Revocable Trust Robertson 1079 Tiffany Dr Eagan MN 55123 Glowing Hearth And Home Llc 100 Eldorado Dr. Jordan MN 55352 (952) 492-9276 Applicant/Permitee: Signature Issued By: Signature PERMIT City of Eagan Permit Type:Plumbing Permit Number:EA155012 Date Issued:04/23/2019 Permit Category:ePermit Site Address: 791 Summerbrooke Ct Lot:10 Block: 1 Addition: Summerbrooke PID:10-72950-01-100 Use: Description: Sub Type:Residential Work Type:Replace Description:Water Softener Meter Size Meter Type Manufacturer Serial Number Remote Number Line Size Comments:Please call Building Inspections at (651) 675-5675 to schedule a final inspection. Allow an 18" minimum radius clearance to the water meter from all appliances (i.e. furnace, water heater, water softener). Fee Summary:PL - Permit Fee (WS &/or WH)$59.00 0801.4087 Surcharge-Fixed $1.00 9001.2195 $60.00 Total: 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 - Kristin A Revocable Trust Robertson 1079 Tiffany Dr Eagan MN 55123 Water Doctors Water Treatment Company 8201 Old Central Ave, Suite F & G Spring Lake Park MN 55432 (763) 535-1800 Applicant/Permitee: Signature Issued By: Signature • ofe `fib 3830 Pilot Knob Road I Eagan MN 55122 Phone:(651)675-5675 I Fax: (651)675-5694 buildinginspectionsAcityofeagan.com Address: 791 Summerbrooke Ct Permit#: 152349 �a The following items were/were not completed at the Final Inspection on: Complete Incomplete Comments Final grade - 6"from siding Permanent steps— Garage t�" Permanent steps — Main Entry Permanent Driveway Permanent Gas k Retaining Wall or 3:1 Max Slope Sod / Seeded Lawn Trail / Curb Damage Porch Lower Level Finish �- Deck Fireplace ✓ • Verify with your builder that roof test caps from the plumbing system have been removed. • Turn off water supply to the outside lawn faucets before freeze potential exists. • Call the Engineering Department at (651) 675-5646 prior to working in the right-of-way or installing an irrigation system. Building Inspector: ( W' kI `'