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4214 Brookview Ct
-) ,L Ng yd--1511^11 Q�9 a,a- For Office Use II-, • , l 'l g V P rrriit#: a I K rr AG N rc���� ��•, , - 3j�� 1 Permit Fee: f (� (�(P Date Received: / _/ 3830 PILOT KNOB ROAD I EAGAN, MN 55122-1 (651)675-5675 I TDD:(651)454-8535 I FAX:(651) -56Staff: buildinginspections(a�cityofeagan.com L APR 7 2010 2018 RESIDENTIAL t�BUILDING PERMIT APPLICATION Date: 14 n'>8 Site Address: (42,�`I Or/"ODkvitw" 6,4 Unit#: Name: I A060h ti®7Mfr Lt Phone: &12-&IO"3 5-011 Resident/ Owner Address/City/Zip: 4N4 d tje4,&Lod 19.Avi cciz3 Applicant is: )( Owner x Contractor 201 4,67/064 x. n , "k Description of work: lv t W 060-.i Typre of Work /q" E Construction Cost: 42D Multi-Family Building:(Yes /No )( ) Company:Iti,0104•N t6Me) SN Contact: [34A., Contractor Address: vlt 1,( 194,06/to d Y2-1° City: tiff fr alv` State: AA/ Zip: Ssi23 Phone: 02--81°'15/9 Email: briar', a•-( . "-- 1 a License#: 11 11 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: 5-did,' Tref el Phone: 641 -9c5 -2 46-? Mechanical Contractor: FTart 1't e^'LI r9 Phone: —10 -5q2-- I Sewer&Water Contractor: Iters CiYAttre c Phone: 412-2-1 n-7311 Fire Suppression Contractor: Phone: NOTE:Plans and supporting documents that.you:submit are considered to be public information Portions of the �n may classified as non •ublic if ou " •vide s•ecific reasons th:-.t:would •ermit the', Jo:Conclude thatthe .are de ? 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.citvofeaqan.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.gooherstateonecall.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 approve plans. x r3r1 Q+- L 1 Vw✓C6+, x Applicant's Printed Name Applicant's Signature z--(311-( .zo,y__,,„J c.„-i- DO NOT WRITE BELOW THIS LINE l asK i SUB TYPES _ Foundation _ Fireplace _ Porch(3-Season) _ Exterior Alteration (Single Family) ISingle 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 Valuation 1)I Occupancy MCES System Plan Reviewki, Code Edition ,• " SAC Units (25%_100% ) Zoning I City Water Census Code Stories f Booster Pump #of Units Square Feet _i1_7_0y PRV #of Buildings Length p'! Fire Suppression Required Type of Construction — Width 6.2) REQUIRED INSPECTIONS Footings (New Building) Meter Size: Footings (Deck) lc Final/C.O. Required Footings (Addition) Final/No C.O. Required y,; Foundation )(, 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 Fireplace: Rough In y( Air Test )( Final Siding: _Stucco Lath StoneLat Brick EFIS Insulation 1' Windows )( Sheathing Retaining Wall: _Footings_Backfill_Final Sheetrock Radon Control Fire Walls Fire Suppression: Rough In Final Braced WallslIC Control Shower Pan Other: Reviewed By: l/ , Building Inspector RESIDENTIAL FEES ) 9 '/67)n f/ t('rBaseFee Ii 2 Surcharge , Plan Review 0/11 32-.9- y`}� ° ' r ` 17?/ 22-C" 1 MCES SAC c�" City SAC 2 `° . --Off c Utility Connection Charge 903 , //I $, l , C Y S&W Permit&Surcharge6711, 6, %p 1f!110 Treatment Plant ;) - ?( Cti U 0 Copies � � • Ln - 1 TOTAL ( 03 i -17 A 1 Page 9,A f c 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 4214 Brookview Ct Eagan HEATING A AIR CONDITIONING Name of Residential Contractor MN License Number Thorson Homes 4 13 17 THERMAL ENVELOPE RADON CONTROL SYSTEM Type:Check All That Apply > Passive(No Fan) Active(With fan and monometer or other system monitoring device) m at N Location(or future location)of Fan: n T 4 c a o cu o a 3 cal a a m cO o Qca -G g- o C a Oo. U. Insulation Location fmw mEOm E a s o N o a o o c El °' —S z iL it' u_ ix Other Please Describe Here Below Entire Slab Foundation Wall 10 �jr}e-w Perimeter of Slab on Grade Rim Joist(1st Floor) 2,01°1 Rim Joist(2nd Floor+) ZO q Wall 2 x Ceiling,flat t{ X Ceiling,vaulted Ltq Bay Windows or cantilevered areas Floors over unconditioned area Describe other insulated areas 'wilding envelope air tightnes .. wrn air tig' Windows&Doors Heating or Cooling Ducts Outside Conditioned Spaces Average U-Factor(excludes skylights and one door)U: .7) X Not applicable,all ducts located in conditioned space Solar Heat Gain Coefficient(SHGC): 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 (va-{-b, &f.K R410A Fuel Type Passive Manufacturer Carrier 1810 9,w- Carrier Powered 59SC5A100S21-20 2214 IL< 24ABB348 Interlocked with exhaust device. Model Describe: Input in 100,000 Capacity r Output 4 Other,describe: Rating or Size BTUS: in Gallons: 710 in Tons: AFUE or 95% SEER 13 Location of duct or system: Efficiency HSPF% /EER Heating Loss Heating Gain Cooling Load Residential Load Calculatic 93,143 42,623 3.55 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: 75 High: 150 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, 4214 Brookview 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) 4027 150 Total required ventilation Number of bedrooms 3 Continuous ventilation 75 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 cfin) 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 140170 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,4214 Brookview 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) 4027 (including unfinished basements) Estimated House Infiltration(cfm): 604 [la 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 it powered makeup air is electrically interlocked and matched to exhaust) Total Exhaust Capacity(cfm); 439 [2a+2b+2c1 3.Makeup Air Quantity(cfm) a)total exhaust capacity(from 439 above) b)estimated house infiltration(from 604 above) Makeup Air Quantity(cfm); -165 [3a—3b] (if value is negative,no makeup air is needed) 4.For makeup Air Opening Sizing, N/A 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, 4214 Brookview 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: 1792 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= 1792 / 3750 = .48 Step 6:Calculate Reduction Factor(RF). RF=1 minus Ratio Ratio RF=1 - .48 = .52 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 .52 = 13 in2 Step 9:Calculate Combustion Air Opening Diameter(CAOD) CAOD=1.13 multiplied by the square root of Minimum CAOA CAOD=1.13 d Minimum CAOA= 4.07 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 D'Souza Residence HVAC Load Calculations for Thorson Homes 101 RHvAcRESITI HVACLos Prepared By: Josh Schindele Flare Heating&Air Conditioning 9303 Plymouth Ave N Golden Valley,MN 55427 763-542-1166 Friday,March 23,2018 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 HVAC Loads Elite Software Development,Inc. Rare Heating&NC Inc. D'Souza Residence Golden Valley,MN 55427-3700 Page 2 Project Report General Project Information Project Title: D'Souza Residence Designed By: Josh Project Date: Monday,January 22,2018 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: 1,534 CFM Per Square ft.: 0.381 Square ft. of Room Area: 4,027 Square ft. Per Ton: 1,134 Volume(ft3): 29,955 Building Loads — - Total Heating Required Including Ventilation Air: 93,143 Btuh 93.143 MBH Total Sensible Gain: 33,133 Btuh 78 Total Latent Gain: 9,490 Btuh 22 % Total Cooling Required Including Ventilation Air: 42,623 Btuh 3.55 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, D'Souza Residence.rh9 Friday, March 23, 2018,9:58 AM Rhvac-Reskiential&Light Commercial HVAC Loads -Elite Software Development,Inc Flare Heating&NC Inc. " I}"«"oirza tiesidentce Golden Valley.MN:55427-3700 �' f age 3: Total Building Summary Loads Component Area Sen Let Sen Total Description Q_uan Loss Gain= Gain Gain;! 2A-v-o: Glazing-Double pane low-e(e=0.60), operable 462 11,790 0 9,872 9,872 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 585 3,153 0 211 211 floor, no interior finish, 4'floor depth 15B0-10sf-8:Wall-Basement, , R-10 board insulation to 738 3,483 0 118 118 floor, no interior finish, 8'floor depth 12F-Osw:Wall-Frame, R-21 insulation in 2 x 6 stud 3425 19,591 0 4,741 4,741 cavity, no board insulation, siding finish,wood studs 12F1-0sw: Wall-Frame, R-21 open cell 1/2 lb. spray foam 192 1,100 0 266 266 insulation in 2 x 6 stud cavity, no board insulation, siding finish, wood studs 16B-50: Roof/Ceiling-Under Attic with Insulation on Attic 1377 2,424 0 1,542 1,542 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 1325 3,148 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, 72 222 0 40 40 R-30 blanket insulation, any cover Subtotals for structure: 46,081 0 17,216 17,216 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:484, Summer CFM: 457 45,425 6,607 10,241 16,848 Ventilation: Winter CFM:83, Summer CFM:83 1,637 1,200 391 1,591 Exhaust:Winter CFM: 530, Summer CFM: 530 AED Excursion: 0 0 705 705 Total Building Load Totals: 93,143 9,490 33,133 42,623 Check Figures - Total Building Supply CFM: 1,534 CFM Per Square ft.: 0.381 Square ft. of Room Area: 4,027 Square ft. Per Ton: 1,134 Volume(ft3): 29,955 Building Loads Total Heating Required Including Ventilation Air: 93,143 Btuh 93.143 MBH Total Sensible Gain: 33,133 Btuh 78 % Total Latent Gain: 9,490 Btuh 22 % Total Cooling Required Including Ventilation Air: 42,623 Btuh 3.55 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, D'Souza Residence.rh9 Friday, March 23,2018, 9:58 AM 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 Case Estates Lot Number 9 Block Number 1 Address 4214 Brookview Ct. Builder Thorson Homes, Inc. Phone Number: 612-810-3597 Contact: Brian Thorson 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: Two (2) Category B trees (>= 2.5" caliper deciduous trees). Per approved Tree Mitigation Plan install two (2) 2.5" Red Maple trees in front yard following construction. Attachments: - X Yes (Refer to 9t FACANnECtiapTRY DIVISION No REVIEWED Additional Notes: BY DATE (A - ��� 1 � H:\ghove\2018f1e\treepres\Tree Preservation Plan Case Estates Lot 9'Block 1 t efitz 2 10411/14 Ai If N89°54'35"E 144.25 31-3 / Sodded 11J Existing f(w/ S House a : 1 ( fj N f r;m 845.8001* 42.99 e4a7 en means 2 64846.3 enchmark x 841.8 1D 843.1 25 m 8456 x 8b.2 x 54i] x8425 941.5 I x, 40,15.41-s-- Be'130.50 845.5) 52.00 ;2.5) X 643.7 (841.•I ?s`R �,� Q ,n*8464 i--- �1 i _ X 5424 N 1.5 2,4 10 I -1 I.t I 20 - n� 9450_1,- A I I o 17.00 /r 711.6 I 844.0 00/ � Op >!8466 -L o.s3 �'DZ Ae.5 Alt- 1-- O 1-- N I I „1.12.1786•,06 Lc) L.[.. co I I N r` m / /4 'it r CO O A s X 8115 O, / l I m A,r.rA54y8 'ew.] 1)P 8227 I `�ed 4.00` /�/ 61 U I 8463 �/ N a�� 8.00 x 877.8 x SCA 114].7 `a f/ oo o x8627 f W /. 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Isit l/ ,S116.1.111::-- \ IgA I\1 1 1 ...,L.,,:..i pill \ \\, , _ 1 RI m � �I u__.,111':::'\\, °� l' 1 I E TI • II • i V► O. t ' I 1 I I .4 11 i'l frill ill to Of ',', . 0/1100. 1 0144k lte(1 a# \ ,4 itlIl ' 41440!„ 1 I 1 4. 441 tt7,4-11.VI4Val 0 r4,11* Si -94111 ' ' I ; (trAriraidiTC4# ,ZP: --"IlVai wKrt. , 1 11)) .,..t.,... il, 1 _ 1.4, lv. II �"< _ o r��r / it,111 M 'i� EXISTI •,` i / '; ■II I� BLD iS 0;4, 0 'SIS ■_ - ■ ��� — ea- It,` \s q ��t3 ii, .• / \\ 1\'• ���\ ' \ a,$A` "'•4�4 \ Lor' ,,IN ) N�,:', I ANL\ ►:ham)IP ® o Its ,”,7 \ ' 's \ s • t , u" Os 1 \\\ ,,,,„ , , s , ‘ , ___ _zzi, 1_,_ „ , ',, , ,, ,„.,' \ \ ' \ +. 1 ::'> .. '\ \ . Ake, 4,,,,,, / ... . , .. \ \ ,..., ,,,,,,,„,,,. 1� „., ,, , ilk'"11, e.,- 3 ,iii% - , / I ,13, 'r tflpAik I IS' TREE PLANTING TREE PLANTING eCNi: NOT r0 SCM.L NOTES: SUM TO SC= *TREES MINIMUM 5'FROM PROPERTY LINE LEGEND *TREES STAGGERED WITH 15'SPACING LANDSCAPE PLANTING I\\\1 UNDISTURBED AREA COMMON NAME BOTANICAL NAME SIZE # ,,, EXISTING TREE AND TAG NUMBER NORWAY SPRUCE PICEA ARIES B' 20 EXISTING TREE TO BE REMOVED AUTUMN BLAZE MAPLE ACERX FREEMANII"IEFFERSRED” 2.5" 9 tQ1 ' COLUMNAR RED MAPLE ACER PIATANOIDES 2.5" 6 `.' . NORWAY SPRUCE(20 TREES) TOTAL 35 0 AUTUMN BLAZE MAPLE(9 TREES) COLUMNAR MAPLE(6 TREES) . .r • LOT SURVEY CHECKLIST FOR RESIDENTIAL ��jj BUILDING PERMIT APPLICATION PROPERTY LEGAL: 46141 1k id t.LV.Se. 41-141-40 DATE OF SURVEY: lifich8 LATEST REVISION: d a) c vs t C.) O z a DOCUMENT STANDARDS stCI CI • Registered Land Surveyor signature and company 7 0 ❑ • Building Permit Applicant )d 0 0 • Legal description ,,FI 0 ❑ • Address 0 0 • North arrow and scale A 0 0 • House type(rambler,walkout, split w/o,split entry, lookout,etc.) $' 0 ❑ • Directional drainage arrows with slope/gradient% 0 0 ❑ • Proposed/existing sewer and water services&invert elevation ,2' 0 ❑ • Street name ,4 ❑ 0 • Driveway(grade&width-in RNV and back of curb,22' max.) .tt ❑ ❑ • Lot Square Footage ,e' 0 ❑ • Lot Coverage ELEVATIONS Existing 0 ❑ • Property corners ..2' ❑ El • Top of curb at the driveway and property line extensions .4 ❑ 0 • Elevations of any existing adjacent homes .2' ❑ ❑ • Adequate footing depth of structures due to adjacent utility trenches ❑ . 0 • Waterways(pond,stream,etc.) Proposed ❑ ❑ • Garage floor 2' 0 ❑ • Basement floor 2( ❑ 0 • Lowest exposed elevation(walkout/window) 0 0 0 • Property corners 21 ❑ ❑ • Front and rear of home at the foundation Y (@ • PRV Required PONDING AREA(if applicable) ❑ /I ❑ • Easement line ❑ X ❑ • NWL ❑ / 0 • HWL ❑ 1a' ❑ • Pond#designation ❑ 4 ❑ •• Emergency Overflow Elevation CI fit • Pond/Wetland buffer delineation Y • Shoreland Zoning Overlay District Y • Conservation Easements DIMENSIONS A ❑ ❑ • Lot lines/Bearings&dimensions S ❑ 0 • Right-of-way and street width(to back of curb) ❑ ❑ • Proposed home dimensions including any proposed decks,overhangs greater than 2', porches,etc. (i.e.all structures requiring permanent footings) X 0 0 • Show all easements of record and any Ci utilities within those easements /12' 0 0 • Setbacks of proposed structure a d '•- - • setback of adjacent existing structures ,,0° 0 0 • Retaining wall requirements: n Reviewed By." -1 ' .'.,../e,, Date 41/9w G:/1 Engineering/FORMS/Cert.of Survey Checklist Rev.11-16-16 / 1. 31 Maximum Slopes Lf ; ._:3i#'eir1g Wall W! Be Fiequired a1 N89°54'35"E 144.25 1(, .. Existing ,� Sodded \J C House a ri co a7 in I h:m I MI- 842.99 Benchmark X 843.7 845.80 :4s.s 845.4 r Benchmark x 841.6 CO 843.1 <r x 842.5 x 841.5 N 25 x 845.6 x 846.2 x 845.3 A _ 4411,7,244 9 X,845'730.50 \845.5) 52.00 i42.5) (841.5) 4 x 843.7 n 545.9(84D.b 7345.7 845.1 v � a 0 LI) *845.2 - I - _ x 842.4 Ln I baa 0 I ur)I x 841.5 10 I .- 20 I 845.0 1 i /,I A I r 7.00 llYl 841.6 >- �1 k, X 844.0 I OI 943.9 .84s.7 0 _1%j ------ F- O I I �� 9.83 \=841.5 I .. .. N) 12.17 % N /Ik to N t` co //\ a0 XA 00I I 03 Xtio .4. .o 845.5 co O U O I x 844.3 •�844.5 I F,o r 4.004 /O/ 847 .4.2 - 61.7 - 0O_ N N J 8.00 X 842.6 x 841.8 ;..842.5 I I X 946.3 c0 (n O � X 842.2 I o co/ 7 ---- a o o o `n >,+_, E---�- 30.5 - (8d57 ea .: o= a x = 0 a W A - 10.83 a- 1� 13.00 co co 9 / \ W I x 845.6 O/ ` 847.5 545.1 -0 ,\ Y n I x 844.7 ,J>. * 0 , O O O o o /ai G N >- m 0> 0 v 0• 4, 0 ac m O L('� j 03 1 a 849.2 .00 846.3 'o E 1� O , 00 // O ri 9.00 842.7 c ° 0..0 x 2.00 c� , o g 'o a ° CO 0 846.1 / , O Q X 842.8 p N 0 0 I I o1 / a4s.s 11.50 4.001 I O Z i x 845.3 �1 t- , 0 846.4 I I (n ff 20.50 N -----.*+ I I '843.8 A 1 0 O 846.6 ��846.6 ~o 843.4 X 8413.4 20 I I I L �� �� J I I aas.an u� I - �'V I - Ln(843.8) 4,43441. X 845.9 x 041.0 X 846.8 X 844.1 ^ � Tg 0p 30.50 (p478 .6) 52.00 (845.1) A - tp x 848.2 X 847.2 845.6 x 844.1 x 844.4 X 844.4 4 25 X 936.2 847.58 X846.5 Benchmark 849.4 x x Benchmark mo o / _ Lo ao I ,-6 c'.:( Existing (6 co House m 7< N89°54'35"E 144.25 1NSRTAIlMETE R COMMOPEI Lot area =12261 SF • Denotes iron pipe Lowest floor elevation per grading plan :839.0 House area =1980 SF 'I& Porch area =165 SF Denotes service Sidewalk area =42 SF ® Denotes television box House elevations (Proposed) / As-built Driveway area =756 SF ■ Denotes electric box Lowest Floor Elevation :(840.3) / Total Impervious Area =2943 SF EJ Denotes telephone box Impervious Coverage =24.0% X 000.00 Denotes existing elevation Top Of Foundation Elev. :(849.1) / Building Coverage =17.5% ( 000.00 ) Denotes proposed elevation Garage Slab Elev. @ Door :*(848.0)* / Drop 0.7 ft. Denotes drainage flow direction • ev• • i �r� 'ro o C` / / A Denotes spike II A Construction Notes: ,� 1. Install rock construction entrance. /'I //fre 0' 10' 20' 2. Install silt fence as needed for erosion control. By .411..,,i1.41 3. Sidewalks shall drain away from house a minimum of 1.0%. Date L`' 4. Contractor must verify driveway design. Il 5. Contractor must verify service elevation prior to Y� construction. 'EAGAN ENG11Nrr"�'.RI11G ✓ `T . Scale: 1" = 20' 6. Add or remove foundation ledge as required. General Notes: Benchmark: 1. Grading plan by KJ Walk last dated 5/5/15 was used to determine proposed We hereby certify to Thorson Homes Inc that this survey, plan or Top Nut Hydrant elevations shown herein. report was prepared by me or under my direct supervision, and Lots 5-6 Block 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 = 855.57 except as shown, as surveyed by me or under my direct supervision. State of Minnesota, dated 03/16/18. 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! 1J 03-21-18 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, rofessional Land Surveyor on the recorded plat. Minnesota License No. 42299 email-phawkinson@pioneereng.com 6. Bearings shown are based on an assumed datum. PIONEERLot 9, Block 1, engineering,P-� CASE ESTATES Certificate of Survey for: CIVILENGINEERS LAND PLANNERS LAND SURVEYORS LAN'D.SCAPEARCTGLCTS 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: 4214 Brookview Court, Eagan, Minnesota Eagan,MN 55123 House Model: Custom Elevation: Phone:(651)454-0644/Fax:(651)405-9437 Project#:115277008 Folder#:7866 Drawn by:MTW Buyer: D'souza ©Pioneer Engineering M O 9 � e(1SHS. 3830 Pilot Knob Road I Eagan MN 55122 Phone:(651)675-5675 I Fax: (651)675-5694 buildinginspectionsAcityofeagan.com Address: 4214 Brookview Ct Permit#: 148827 The following items were /were not completed at the Final Inspection on: 9 /i f j Complete Incomplete Comments Final grade - 6" from siding Permanent steps — Garage YI Permanent steps— Main Entry \( Permanent Driveway Permanent Gas Retaining Wall or 3:1 Max Slope X* Sod / Seeded Lawn Trail / Curb Damage \\•)(106) , ](10( Porch Adrov Lower Level Finish 1\13-)11/1i, 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: V/ti,(1/1.,/, 4�/