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802 Summerbrooke Ct . 131._ 1- -)-D--) q(civie • el._ Is-)- ID-Y" )0-004 For Office Use , ``e ® � ��e t `E AGA N� / ' ---)--1 � / 't permit#: A )7/:.. '4%., ®® ®s 'e ` �, ctmo�q''�' Permit Fee: XV ' Date Received: ♦► J<, /-�. RELIEVED I 3830 PILOT KNOB ROAD I EAGAN, MN 55122-1810 PI (651)675-5675 I TDD:(651)454-8535 I FAX:(651)675-5694 I Staff: " buildinginspectionsr�cityofeagan.com 5 ,1, , ,/),\'c) AUG 14 018 L Z- 2018 RESIDENTIAL BUILDING PERMIT� APPLICATION 1U1/ a" o Date: '" I LI- S Site Address: 0O2. 5-U��''R'b✓o (;. D1Unit#: 0-0 Name: ()e<0". iu AA(' --ku Phone: 1)12---q104 3$ I) Resident/ Owner Address/City/Zip: if EPP Applicant is: X Owner X Contractor j Type of Work a Description of work: J' /Cw lJ° 1 4 Give, ��"� Construction Cost: Multi-Family Building: (Yes /No ) Company: Otero+- ( ' (/ 4,it Contact: t?4i4•-• Contractor Address: 414 at, 1AJP-6 t ueJ (7 v1 City: to f o, �y State: 'V Zip: S-5)14)14 Phone: 612-81Q'3son Email: Earte✓►A Uvs'a-4`t�IIaa +'titl, CA License#: i I r.) 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, y date and address of master plan: / Licensed Plumber: 5')f t1f_ - e4 v�b)^�' Phone: b 57' 9 SS - 2...1 In Mechanical Contractor: Fief,/ tie 4)f7 Phone: 7 L3 - 5142 - 116 Sewer&Water Contractor: Itiet 5 61,-lite&r►' Phone: b 12. - 2Z! -13 ,0 Fire Suppression Contractor: Phone: NOTE:Plans and supporting documents that you submit "re=considered to be public information. Portions of the information may be classified as non-•ublic if ou rovide s•ecific reasons that would •ermit the Ci to Concludethat the 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.cityofeagan.comisubscribe. Exterior work authorized by a building permit issued in accordance with the Minnesota State Building Code must be completed within 180 days of permit issuance. CALL BEFORE YOU DIG. Call Gopher State One Call at(651)454-0002 for protection against underground utility damage. Call 48 hours before you intend to dig to receive locates of underground utilities. www.goi herstateonecall.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 pl x 1: /"4 , Leo.c x ans. Applicant's Printed Name Applicant's Signature �� U r" 6,- C1 I ) 7 DO NOT WRITE BELOW THIS LINE SUB TYPES Foundation Fireplace Porch (3-Season) Exterior Alteration (Single Family) Single Family _ Garage _ Porch (4-Season) _ Exterior Alteration(Multi) — Multi _ Deck _ Porch (Screen/Gazebo/Pergola) _ Miscellaneous 01 of Plex Lower Level Pool Accessory Building WORK TYPES 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 %4k11(0 Valuation Occupancy pvz' MCES System Plan Review Code Edition 1:14N/2-0/y/ SAC Units (25% 100% ; ) Zoning ( 5 City Water Census Code Stories Booster Pump #of Units Square Feet PRV #of Buildings Length l Fire Suppression Required Type of Construction Width it REQUIRED INSPECTIONS Footings (New Building) Meter Size: Footings (Deck) \C Final/C.O. Required Footings (Addition) *` Final/ No C.O. Required i' ic Foundation S. Foundation Before Backfill HVAC_Gas Service Test Gas Line Air Test Roof: _Ice &Water Final Pool: Footings Air/Gas Tests _Final /, Framing 30 Minutes ).1 Hour Drain Tile 1Fireplace: )(Rough In 7[Air Test X Final Siding: Stucco Lathene Lt Brick EFIS Insulation / Windows '( Sheathing Retaining Wall: _Footings_Backfill_Final Sheetrock Radon Control Fire Walls Fire Suppression: Rough In Final )C Braced Walls )r Erosion Control Shower Pan f` Other: Reviewed By: , Building Inspector RESIDENTIAL FEES / 0-1/_) 317 KR,;c L 9 jcol Base Feer' I� r Surcharge6 rs-(, ( j- ) Z c)(Di 73 °-, I ) 01v/s# # Plan Review C }( MCES SAC /111 } f " V ' j—i..5 _ /7(//' 40 4 City SAC Utility Connection Charge 6101dir Li 2 t — (I ( 1) szci S&W Permit&Surcharge CI tom? r 3 Y x '7Co ies pGT' 2O ` ' TOTAL ,) (,L . i C, 646400 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 *1‘.1g 802 Summerbrooke Ct Eagan NIATING&AIR CONDITIONING Name of Residential Contractor MN kicense N ber Thorson Homes k311 THERMAL ENVELOPE RADON CONTROL SYSTEM Type:Check All That Apply Passive(No Fan) Active IWO fan end moncvneleror other m aya#ern dales) m O. a N Location(or future location)of Fan: 738 c N _ o o .Q o ' c ® o v e Q m a, c v c >• o Z m m U . Insulation Location .ma W o ' C E w v d oc o o 2 z iii LL u iT b2 Other Please Describe Here Below Entire Slab Foundation Wall 10 " ,,•144„ Perimeter of Slab on Grade (> 1 ' } Rim Joist(1st Floor) 2_0.9 Rim Joist(2nd Floor+) 2oI Y; rx'; Wall p Ceiling,fiat • Ceiling,vaulted �^ Bay Windows or cantilevered areas 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: ,Z,() X Not applicable,all ducts located in conditioned space Solar Heat Gain Coefficient(SHGC): 1 1 R-value MECHANICAL SYSTEMS I Make-up Air Select a Type Appliances Heating System Domestic Water Cooling System X Heater Not required per mech.code ° NATURAL GAS �/ R41OA Fuel Type f Passive Carrier n�®� Carrier Manufacturer NPowered 59SC5A080CA13iAD36 Interlocked with exhaust device. Model .; +ev Describe: Input in 80,000 CapacityOutput 3 Other,describe: Rating or Size BTUS: in Gallons: 50 in Tons: AFUE or g5% SEER 13 Location of duct or system: Efficiency t HSPF% LEER Heating Loss Heating Gain Cooling Load Residential Load Calculatit 66,048 32,911 2.74 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: 78 High: 155 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, 802 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) 3620 155 Total required ventilation 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 35014000 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, 802 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) 3620 (including unfinished basements) Estimated House Infiltration(cfm): 543 [la x 1b] 2.Exhaust Capacity a)clothes dryer(cfm) 135 135 135 135 b)80%of largest exhaust rating (cfm);80 64 (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);50 40 (not applicable if recirculating system or if powered makeup air is electrically interlocked and matched to exhaust) Total Exhaust Capacity(cfm); 239 [2a+2b+2c] 3.Makeup Air Quantity(cfm) a)total exhaust capacity(from 239 above) b)estimated house infiltration(from 543 above) Makeup Air Quantity(cfm); [3a—3b] -304 (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 aJ I (GA 5 Thorson Homes, 802 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:_2340 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= 2340 / 3750 = .62 Step 6:Calculate Reduction Factor(RF). RF=1 minus Ratio Ratio RF=1 - .62 = .38 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 int= 25 in2 Step 8:Calculate Minimum CAOA. Minimum CAOA=CAOA multiplied by RF Minimum CAOA= 25 x .38 = 9.5 in2 Step 9:Calculate Combustion Air Opening Diameter(CAOD) CAOD=1.13 multiplied by the square root of Minimum CAOA CAOD=1.13 J Minimum CAOA= 3.48 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 Johnson Residence HVAC Load Calculations for Thorson Homes Ei6 . lit i R HVACHVAC LoADs Prepared By: Josh Schindele Flare Heating&Air Conditioning 9303 Plymouth Ave N Golden Valley, MN 55427 763-542-1166 Friday,August 03,2018 Rhvac is an ACCA approved Manual J and Manual D computer program. Calculations are performed per ACCA Manual J 8th Edition, Version 2,and ACCA Manual D. Rhvac-Residential&Light Commercial IIVAC Leeds 41i S4ttwar Dev pment, Flare Heating&A/C Inc. Jatiaatin,,Resictence` Golden Valley,MN 55427-3700 ., 4Page 2 Project Report General Project Information Project Title: Johnson Residence Designed By: Josh Project Date: Wednesday,June 13, 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 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: 1,216 CFM Per Square ft.: 0.336 Square ft. of Room Area: 3,620 Square ft. Per Ton: 1,320 Volume(ft3): 28,267 Building Loads Total Heating Required Including Ventilation Air: 66,048 Btuh 66.048 MBH Total Sensible Gain: 26,317 Btuh 80 Total Latent Gain: 6,595 Btuh 20 % Total Cooling Required Including Ventilation Air: 32,911 Btuh 2.74 Tons(Based On Sensible+Latent) Notes . . Rhvac is an ACCA approved Manual J and Manual D computer program. Calculations are performed per ACCA Manual J 8th Edition, Version 2, and ACCA Manual D. All computed results are estimates as building use and weather may vary. Be sure to select a unit that meets both sensible and latent loads according to the manufacturer's performance data at your design conditions. S:\FHDATA\PROJECTS\JOSH\Version6\Thorson Homes, Johnso Residence.rh9 Friday,August 03, 2018, 8:50 AM Rhvac-Residential&Light Commercial HVAC LoadsElite Software;Development,Inc. Flare Heating&NC Int: Johnson Residence Golden Valley,MN 55427-3700 ' -� � ' Pagey3 Total Building Summary Loads Component Area Sen Let Sen Total Description Quan Loss', . '_Gain Gain ` Gain 2A-v-o: Glazing-Double pane low-e(e=0.60), operable 384 9,800 0 8,093 8,093 window,vinyl frame, outdoor insect screen with 50% coverage, u-value 0.29, SHGC 0.22 11N: Door-Metal-Polystyrene Core 38 1,170 0 426 426 1560-10sf-4:Wall-Basement, , R-10 board insulation to 451 2,779 0 360 360 floor, no interior finish, 4'floor depth 15B0-10sf-8:Wall-Basement, , R-10 board insulation to 738 3,483 0 117 117 floor, no interior finish, 8'floor depth 12F1-0sw: Wall-Frame, R-21 open cell 1/2 lb. spray foam 194 1,110 0 268 268 insulation in 2 x 6 stud cavity, no board insulation, siding finish, wood studs 12F-Osw:Wall-Frame, R-21 insulation in 2 x 6 stud 2075 11,868 0 2,872 2,872 cavity, no board insulation, siding finish,wood studs 16B-50: Roof/Ceiling-Under Attic with Insulation on Attic 1828 3,217 0 2,047 2,047 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 21A-20: Floor-Basement,Concrete slab, any thickness, 2 1792 4,258 0 0 0 or more feet below grade, no insulation below floor, any floor cover, shortest side of floor slab is 20'wide 20P-30: Floor-Over open crawl space or garage, Passive, 36 111 0 20 20 R-30 blanket insulation, any cover Subtotals for structure: 37,796 0 14,203 14,203 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: 284, Summer CFM: 262 26,714 3,784 5,866 9,650 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 1,300 1,300 Total Building Load Totals: 66,048 6,595 26,317 32,911 Check Figures - Total Building Supply CFM: 1,216 CFM Per Square ft.: 0.336 Square ft. of Room Area: 3,620 Square ft. Per Ton: 1,320 Volume(ft3): 28,267 Building Loads Total Heating Required Including Ventilation Air: 66,048 Btuh 66.048 MBH Total Sensible Gain: 26,317 Btuh 80 Total Latent Gain: 6,595 Btuh 20 % Total Cooling Required Including Ventilation Air: 32,911 Btuh 2.74 Tons(Based On Sensible+Latent) Notes Rhvac is an ACCA approved Manual J and Manual D computer program. Calculations are performed per ACCA Manual J 8th Edition, Version 2, and ALGA 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\JOSHwersion6\Thorson Homes, Johnso Residence.rh9 Friday,August 03, 2018, 8:50 AM W".11. City Inspection Dept. Copy EAGAN '—' 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 16 Block Number 1 Address 802 Summerbrooke Court Builder Homes by Legacy Phone Number: 612-270-6214 Contact: Seth Landon Tree Protection Requirements: X 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: One(1)Category A trees(>=4.0"caliper deciduous trees). Per approved Tree Mitigation Plan one Autumn Blaze Maple tree to be installed in front yard following construction. Attachments: �+ C�X Yes (Refer to att-ic7iZ"ddS�fbrQtri �7TRY DIVISION No REVIEW, ' rte- r. Additional Notes: BY .o DATE ci H:\ghove\2018fi1e\treepres\Tree Preservation Plan Summerbrooke Lot 16 Nock 1 / .L. S89°50'01"W 145.74 1' 1N / 1 t�.1 m Vacant N as I V 917.61 I I 1 9enchmork fly 1 x 9115 923.9 x922.3 Oen mark I x917.0 a(` 916.3 �.X 911.5 x vex 910.1 x tae o .9 x 933.9 9228 'I , I M i r91� eine. (8115.7) x 922] 56.00 (924.0) 28.09 m 1. �2 S 0 933.1 9159 ,0 X 911.2 9121) X 913.9 N Q °. ..- 16 9221 ;_9923 x30.5,--- 9327 R~5 •O I / %909.0 - -- .t _ _ 99 9 nna 8,-.20.50 c 1 -_ - . {�� I s I t.' - 6x.9 .x 914.1 'gm'. 33.5o/ r.i o I 10 .e I V i p I ' ��-x2.22 \ ` al 1 I p '91J. 91f 9 �'x =�U/I, x 91• / 932 9326 x 923.7 1�\� I/ les. 3✓JfYT, 1 / ! 0 2.00. 1'71 ' 91 xp10.0� >.20 913.0 a K p //�j�F c. 1 I G 1 .x . or..,- C •m 3 a'" a`-c M I 92aal�b Po J/v 0 o' o« i 1 V 1-n r-n o.m '/ / lgv�Ar�ni•''w 1 1 V m vy, 1 '.n x916.5x 911-8 ay4l ' 1-1 {^r I ii c E V ry91s.e a` 9x2. . 16.67 x923.6 Q/yl/Irh,'J I ov I / 9210 `t (! 910.6x909.2= Q y - 91X915.3 ` U i / X92.9.5 I I O in 909.) x 909.1 I 96.7 11.00',9 9b x942.3 922.5' 7.67 9222 / i I I VO 1-7 y _n 1 Op / } eR x Y x 004.Q 923.1 1_ Z43 I x mal I 1 14.2.0 :36.00 /' I 10 1'7 9-I • 907.2. i x at (-____'e,g1�Y , p,22T- J 92 .92].1 / x x 908.5 11 9912 X---a pig2--'-- X9TLt- 908.906 1 2 1 o91b.n Oi - -iO092{.9 II V I 01 GI IN ^ it /� VI ir 907.2T ,�/Y� -_ 1 922.2 x t _� I^_ 916(907.0) lin. ___911-0x-»-__ _»-11-919.4-->Y56-00--3'472."�__> -Z.--N >Ems (916.0) (924.5) ,i N -•.2 x 2.12.9 916.6 x x 91137 x 9223 x 922.8 u 11 x 906.5 X 915.9 g16. 6 922.8 g%9p24�.0 923.3 I I X909.7 Benchmark c 823•h I II v ID enc mark 1 O Vacant m { 25 I' N I t/ Si CO S89°50'01"W 145.10 wenn®a Denotes retaining wall designed and buil by others. Lot area"10379 SF • Denote.Fon pare Lowest opening elevation per grading plan:917.0 House area=2445 SF * Denotes swan Porch area=41 SF ® Denotes tdew.ion box Lowest floor elevation per grading plan:917.0 Sidewalk area=63 SF Driveway area-811 SF ■ Denote..lwtrto box Total Impervious Area=3380 SF IllDenotes telephone box Rouse elevations (Proposed)/As-built Imperious Coverage-32,45 0 000.00 Denotes existing elevation Lowest Floor Elevation :(917.0) / Butding Coverage-2488 SF (000.00) Denotes proposed devotion Top Of Foundation Elev. :(925.B) / Guiding impervious=24.0% Denotes drainage flow direction Denotes spike Slob Elev.0 Door:6(924.7)•/Drop 0.7 It. Construction Notes: 1.Install rock construction entrance. 0' 10' 20' 2. dsilt fence as needed for erosione control. 3.Sidewalks shall drain away from house a minimum of 1.0%. 4.Controctor must verify driveway design, 5.Controctor must verify service elevation prior to construction. Scale: 1" = 20' 6. Add or remove foundation ledge as required. General Notes: Benchmark: 1.Grading pion by Pioneer Engineering lost doted 12/15/17 was used to We hereby certify to Thorson Homes Inc that this survey,plan or Top Nut Hydrant determine proposed devotions shown herein. report was prepared by me or under my direct supervision,and Lots 14-15 frock 1 2. This survey does not purport to show improvements or encroachments, that I am a duly licensed Land Surveyor under the laws of the Elevation=924.70 except as shown,as surveyed by me or under my direct supervision. State of Minnesota,dated 08/29/18. 3.Proposed building dimensions shown are for horizontal location of structures , , on the lot only.Contact bolder prior to construction for approved construction gpeendoor pions. Signed:�i eo7ineering,P.A. 00841-0 3aae mus 4.No specific soils investigation hos been performed on this lot by the surveyor. //4'(//// The suitability of sols to support the specific house proposed is not the responability of the surveyor. BC 5.This certificate does not purport to show easements other than those shown Hater J.Ha mon, ra lona 1•and Surveyor on the recorded plot. Minnesota License No.42299 email-phawkinsonepioneereng.com 6.Bearings shown are boned on an assumed datum. peniamenemoseesesemellimmlieldel Lot 16, Block 1, 1-i IS.. > > P�, SUMMERBROOKE Certificate of Survey for: pv.".... .�oxo according to the recorded plat thereof Thorson Homes Inc 2422 Entiogaise Drive Ph.:(651681-1914 Dakota County, Minnesota 4466 Wedgewood Dr Mendota Ilei6100,MN 53120 Pu:(651)681-9488 www.pkaxxreaq.mm Address: 802 Summerbrooke Court, Eagan, Minnesota sage,MN 55123 House Model: Elevation: Phone:(651)454-0644/Fax:(651)405-9457 LProject 4:118040002(Folder A:7898 Drawn by IA TW Buyer; Johnson ©Pioneer Ewing I U . i CRZ OF SAVED / '92 �� _ _EXISTI4r--TREES— co p' - .f922� - ' _ -:- -_ _ -fr.-) .\\.___7-- ,04-Iii ,Fiwirii ., ,,,,e- A ,,,4, , , 'k. ,/ ..., -_-_.y) _ ii0r"'"'. • 7 _ 1110,'_. 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LOT SURVEY CHECKLIST FOR RESIDENTIAL BUILDING PERMIT APPLICATION L Lel PROPERTY LEGAL: it7 ki , DATE OF SURVEY: ?Al Itsi LATEST REVISION: d a C) z a DOCUMENT STANDARDS ❑ ❑ • Registered Land Surveyor signature and company .! 0 ❑ • Building Permit Applicant .-1 ❑ ❑ • Legal description oiti' ❑ ❑ • Address _12 ❑ ❑ • North arrow and scale .E ❑ ❑ • House type(rambler,walkout,split w/o,split entry, lookout,etc.) eel' ❑ ❑ • Directional drainage arrows with slope/gradient% P- ❑ ❑ • Proposed/existing sewer and water services&invert elevation 21 ❑ ❑ • Street name -lei ❑ ❑ • Driveway(grade&width-in RAN and back of curb,22'max.) .iffd CI • Lot Square Footage 4. ❑ ❑ • Lot Coverage ELEVATIONS Existing 0 ❑ • Property corners ❑ ❑ • Top of curb at the driveway and property line extensions ❑ 1d ❑ • Elevations of any existing adjacent homes a' ❑ ❑ • Adequate footing depth of structures due to adjacent utility trenches ...li ❑ ❑ • Waterways(pond,stream,etc.) Proposed ,2/ ❑ ❑ • Garage floor ❑ ❑ • Basement floor J ❑ ❑ • Lowest exposed elevation(walkout/window) ❑ ❑ • Property corners le? ❑ ❑ • Front and rear of home at the foundation N • PRV Required PONDING AREA(if applicable) ❑ /f ❑ • Easement line ❑ ,e' ❑ • NWL ❑ p' ❑ • HWL ❑ )2' ❑ • Pond#designation ❑ ❑ • Emergency Overflow Elevation ❑ ❑ • Pond/Wetland buffer delineation Y • Shoreland Zoning Overlay District Y ktti • Conservation Easements DIMENSIONS ,' ❑ ❑ • Lot lines/Bearings&dimensions —lei LI ❑ • Right-of-way and street width(to back of curb) AT' ❑ ❑ • Proposed home dimensions including any proposed decks,overhangs greater than 2', porches,etc. (i.e.all structures requiring permanent footings) .B' ❑ ❑ • Show all easements of record and any City utilities within those easements .ef ❑ ❑ • Setbacks of proposed structure and sideyard setback of adjacent existing structures .e ❑ 0 • Retaining wall requirements: Reviewed By: Imo! 44k, Date 71,8 k G:/1 Engineering/FORMS/Cert.of Survey Checklist Rev.11-16-16 / 1 t't 31 lk4aximum Slopes Ila NSmt ela Mr ' ' ' - SID v -„,„,',i-ling Wail Witt WOW, 7 Eki hUired N S89°50'01"W 145.74 1 1 ,_ I 1 i'.J co Vacant N / I v ' 01 917.61I I X 915.5 Benchma X 922 4 923.06 Benchmark I I 1 Xs,7o x 922.3I I O X911.5 x xI 916.3 9°V x 913.9 x 22.9 0.1 '922.6 I I » 910.1 x923.4 M �2r{ r 915.0 x (915.7) _ _ _ 923.1 (99 ,�� . X 922.7 56.00 (924.0) 28.09 N Q�A��]].00 1 X 913.9in 1 915.9 915.0gX 911.2 =12.6• T• pl O •..� I O_923 X�p,rJ� 922.7 g�.5 )-j 5.1 X 909 ,J • . 922.9.61.G - x914.4 - - 916.9 . 8 20.50 011j i . 43 x 9>I2.a 33.50 : Ki _ I 922.8A 22.6 I V 913.g 908.8 I I _- x 9'7.2 92 , I x 923.7 \ • I I/ +1r 922.8 t 0 971.4 x �1�. x 97 4 ,'' x 9239 1 _,� 913. h1j� x 910.0 T+.-•.- /2.00, •- T d �` 913.0 0,Jf / ^ N O O /,�� 'Ti-Vii 'I I o v 2 O N IA o> IO I ..%' o In, X_092 I rnX orn � aoM0 .. 6I Q �,- *O'1 �N VxI915.8 x9165X9IE`f9 16.67 .fl 2.4 /Ir u I )923.0 23.��� 910.6 X 09.2 X •Q 'tel\ 97x 915. / ,.`^ a / X 923.5 I I Q �,\ / ^: 5.67 I V In 908.7 x 909.1 I 11.00 922. .. 922.2 ' ;` 1 I Q I 916.7;e-7/94 -c 9 ,9 22.3 7.67 0 Tis) I V _+ j s O '� M°N0 X N x 924.q 923.7 ^ N 0 43 1X 9's,7 I III ,a.00 /36.00 f / II 10 M r��/CYD�/ Z I X is.1- - - r--- �93'1T--I J x92" 923.1 p" ' I_-! 907.9 X 908.5 Pc 91 2 - §TT.7 - - -R-92E-4 I O x 923.9 II 7 ` X 909.1908.7 / I x 915.8 O i Oi 0 O !/ V 0 O•I Ol I N Animp, / �/J cv 922.2 x '- I'- 909.1 _ 909.1 90 �� !- I •23.6 ---- - > IIIli • 912 5• -91ss oX-»--- ->>-'-gr"-->>-55700--a�4zz.r-77> 2.45 Tel v "� 909.0 (90 (916.0) (924.5) N �� r oi O x 918.7 x 922.2 II 1 •09.2 912.9 x 915.9 916.8 X X 922.6 922.8 X 924.0 923.3 I X 908.5 916.55 x 909. Benchmark a 923.04nchI I v Benchmark Vacant N 25 I I 1 �; , v v S89°50'01"W 145.10 'a. PROVIDE ANL) MAINTAIN TAIN ...0----"`"' INLET PROTECTION UNTIL FINAL TURF IS ESTABLIS l ED iii .t/ C„„ st , .,; , t .....MIUnnt Denotes retaining wall designed and built by others. Lot area =10379 SF • Denotes iron pipe Lowest opening elevation per grading plan :917.0 House area =2445 SF 4eD Denotes service Porch area =41 SFLowest floor elevation per grading plan :917.0 Sidewalk area =63 SF 0 Denotes television box Driveway area =811 SF IN Denotes electric box House elevations (Proposed) / As-built Total Impervious Area =3360 SF E] Denotes telephone box Impervious Coverage =32.4% X 000.00 Denotes existing elevation Lowest Floor Elevation :(917.0) / Building Coverage =2486 SF ( 000.00 ) Denotes proposed elevation Top Of Foundation Elev. :(925.8) / Building Impervious =24.0% Denotes drainage flow direction Garage Slab Elev. 0 Door :024.7)• / Drop 0.7 ft. A Denotes spike 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 lost dated 12/15/17 was used to We hereby certify to Thorson Homes Inc that this survey, plan or Top Nut Hydrant determine 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, that I am a duly licensed Land Surveyor under the lows of the Elevation = 924.70 except as shown, as surveyed by me or under my direct supervision. State of Minnesota, dated 08/29/18. 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: i eer En///yyyineering, P.A. 1.08131-18 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 BY: responsibility of the surveyor. 5. This certificate does not purport to show easements other than those shown Peter J. Hawkinson, emailrofesTonal Land Surveyor on the recorded plat. Minnesota License No. 42299 mail-phawkinsonapioneereng.com 6. Bearings shown are based on an assumed datum. PIONEERngot 16, Block 1, Ween ,P.A.P.A SUMMERBROOKE Certificate of Survey for: CIVIL ENGINEERS LAND PLANNERS LAND SURVEYORS LANDSCAPE ARCM 1ECIS according to the recorded plat thereof Thorson Homes Inc 2422 Enterprise Drive Ph.:(651)681-1914 Dakota County, Minnesota 4466 Wedgewood Dr Mendota Heights,MN 55120 Fax:(651)681-9488 www.pioneereng.com Address: 802 Summerbrooke Court, Eagan, Minnesota Eagan,MN 55123 House Model: Elevation: Phone:(651)454-0644/Fax:(651)405-9437 Project#:118040002 Folder#:7898 Drawnby:MTW Buyer: Johnson ©Pioneer Engineering