Loading...
782 Summerbrooke Ct 1 a 0 �- i a L Dt For Office Use /. s * f i / 54-'7°?- � r� ( ::::ee : 9,33V t41 ,. ,JUL 2 5 ,� Date Received: 7)s-'�� 3830 PILOT KNOB ROAD I EAGAN, MN 55122-1810 13- 1 (651)675-5675 I TDD: (651)454-8535 I FAX: (651)675-569 ti Staff: buildinginspections(&cityofeagan.com 541.3 15) L ---- -t-0e) 2018 RESIDENTIAL BUILDING PERMIT APPLICATION L .- 1v Date: 7/23/18 Site Address: 782 Summerbrooke Ct Unit#: n/a r Name: Sherri Anderson Phone: 612-201-7691 Resident/ 11284 Apennine Way, Inver Grove Hghts Mn 55077 Owner Address/City/Zip: Applicant is: Owner X Contractor Z-- // 13 / Type of Work Description of work: New Construction Residential 5,,` r'-' e I br03� Construction Cost: $377,000.00 Multi-Family Building: (Yes /No X ) Company: McDonald Construction, Inc Contact: Misty Olson Contractor Address: 7601 145th St W city. Apple Valley State: MN Zip: 55123 Phone: 612-257-6100 Email: scheduling@mcdonaldconstruction.com License#: BC002376 Lead Certificate#: N/A If the project is exempt from lead certification, please explain why: New Construction COMPLETE THIS AREA ONLY IF CONSTRUCTING A NEW BUILDING In the last 12 months, has the City of Eagan issued a permit for a similar plan based on a master plan? Yes X No If yes, date and address of master plan: Licensed Plumber: Infinity Plumbing Phone: 507-263-8911 Mechanical Contractor: Air Mechanical Phone: 763-746-3753 Sewer&Water Contractor: Bohn Well Phone: 952-445-4809 Fire Suppression Contractor: Phone: NOTE;Plans and supporting documents that you submit are considered-to be.public information. Portions of the information-maybe. classified as non-public if you provide specific reasons that would.permit the City to conclude ihat they are trade secrets. You may subscribe to receive an electronic notification from the City of proposed ordinances by signing up for an email update on the City's website at www.citvofeaoan.com/subscribe. Exterior work authorized by a building permit issued in accordance with the Minnesota State Building Code must be completed within 180 days of permit issuance. CALL BEFORE YOU DIG. Call Gopher State One Call at(651)454-0002 for protection against underground utility damage. Call 48 hours before you intend to dig to receive locates of underground utilities. www.gopherstateonecall.orq I hereby acknowledge that this information is complete and accurate;that the work will be in conformance with the ordinances and codes of the City of Eagan; that I understand this is not a permit, but only an application for a permit, and work is not to start without a permit; that the work will be in accordance with the approved plan in the case of work which requires a review and app v-1 of plans.'` Mist Olson } X y siII IPMIM A_Lire Applicant's Printed Name Ap.lica is S ;—� DO NOT WRITE BELOW THIS LINE P, I-;'1^rr►e-f )yo '(ct- G l D. 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 Ot- Valuation 1.7i6.43a Occupancy TAG -1 MCES System Plan Review Code Edition AO/5 SAC Units / (25%_ 100% !i) Zoning A ig City Water YDS Census Code /O/ Stories / Booster Pump #of Units / Square Feet x,/AA, PRV #of Buildings I Length 5Z Fire Suppression Required 4/v Type of Construction -0 Width if 1.. REQUIRED INSPECTIONS it Footings (New Building) Meter Size: j Footings (Deck) 4.. Final/C.O. Required Footings (Addition) Final I No C.O. Required g- Foundation $,-Foundation Before Backfill HVAC Gas Service Test Gas Line Air Test ... Roof:j4 Ice &WaterFinal Pool:_Footings _Air/Gas Tests _Final 3- Framing 30 Minutes t/ 1 Hour Drain Tile y Fireplace: 4 Rough In ' Air Test 3/ Final Siding:_Stucco Lath Stone Lath „ :rick_EFIS Insulation Windows Sheathing Retaining Wall:_Footi : :-ckfill Final 4, Sheetrock If Radon Control Fire Walls Fire Suppression:_Rough In_Final Braced WallsErosion Control Shower Pan Other: Reviewed By: / , fid , Building Inspector RESIDENTIAL FEES iti/Vp/ji_ F,4, iGJ Al" w30C1 # 7018 qq �� 7� BaseFSurcharge '�✓.t y F,4, ti L /dfs $Q 6),M.A /Do 94 l e ��q ? Plan Review / 3 S�1 . /f rAit /yqq j,, @ 19 /Ji' Al � 1•!- MCES SAC �y 7' City SAC a 'n .64 $ 4 tZ (v WA.kit Utility Connection Charge OW/7 PaALU,, MalIV 6....A o.c, Xc, 4=-- S&W Permit& Surcharge Treatment Plant /..71 /DIP IP 3° Copies /0�t�ek V4.d0¢e4 / TOTAL Page 2 of 3 RECEIVED New Construction Energy Code Compliance Certificate 05 [ ftthtt Per R401.3 Certificate.A building certificate shall be posted on or in the electrical distribution Date Certificate Post SEP l panel. Place your is, Mailing Address of the Dwelling or Dwelling Unit City logo here 782 Summerbrooke Ct Eagan Name of Residential Contractor MN License Number McDonald Construction, Inc BC002376 THERMAL ENVELOPE RADON CONTROL SYSTEM Type:Check All That Apply x Passive(No Fan) P 1iVe t14YSn ran Wit)1110!1011W el.- or other system monitoring y N Location(or future location)of Fan: m c _ a Y 0 V ) O a a) a 03 -pV .Q m 7 Q m m N c cci c 7 ei Insulation Location t ° z m m U O u wLi! N th . @ o rn E E p o ;a c a) w m as c ow o iL zu u Other Please Describe Here Below Entire Slab Foundation Wall(All Exterior) R-10 x Exterior Perimeter of Slab on Grade Rim Joist(1st Floor) R-21 x Rim Joist(2nd Floor+) Wall R-21 x Ceiling,flat R-49 x Ceiling,vaulted Cantilevered areas R-30 x Floors over unconditioned area Describe other insulated areas Building envelope air tightness: Duct system air tightness: Windows&Doors Heating or Cooling Ducts Outside Conditioned Spaces Average U-Factor(excludes skylights and one door)U: 0.30 Not applicable,all ducts located in conditioned space Solar Heat Gain Coefficient(SHGC): 0.30 x R-value MECHANICAL SYSTEMS Make-up Air Select a Type Domestic Water Appliances Heating System Heater Cooling System x Not required per mech.code Fuel Type Natural Gas Natural Gas Electric Passive Manufacturer Bryant Bradford White Bryant Powered Interlocked with exhaust device. Model 912SC36060 RG2PV50T6N BA13NA030 Describe: Input in 60000 Capacity 50 Output 2.5 Other,describe: Rating or Size BTUS: in Gallons: in Tons: AFUE or 92 0.71 SEER 13 Location of duct or system: Efficiency HSPF% /EER Heating Loss Heating Gain Cooling Load Residential Load Calculatk52032 1784 25769 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 x Heat Recover Ventilator(HRV) Capacity in cfms: Low: midtap68 High: 150 Other,describe: Energy Recover Ventilator(ERV)Capacity in cfms: Low: High: Location of duct or system: Balanced Ventilation capacity in cfms: , Location of fan(s),describe: Cfm's Capacity continuous ventilation rate in cfms: 6" Flex Total ventilation(intermittent+continuous)rate in cfms: "metal duct Builders Associaton of Minnesota version 101014 RECEIVED SEP 0 5 2018 HVAC Load Calculations for Mcdonald Construction Anderson Residents Eagan, MN Prepared By: Samantha Lykke Air Mechanical 16411 Aberdeen St NE Ham Lake,MN 55304 Wednesday,September 05,2018 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. kw. � -00 0.000 Project Report Project Title: Project Date: Friday, June 29, 2018 Client Name: Mcdonald Construction Client Address: Anderson Residents Client City: Eagan, MN Company Name: Air Mechanical Company Representative: Samantha Lykke Company Address: 16411 Aberdeen St NE Company City: Ham Lake, MN 55304 Reference City: Minneapolis, Minnesota Building Orientation: Front door faces North 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: -15 -12.38 n/a 30% 72 29.40 Summer: 88 73 50% 50% 74 37 Total Building Supply CFM: 786 CFM Per Square ft.: 0.263 Square ft. of Room Area: 2,992 Square ft. Per Ton: 1,393 Volume(ft3): 17,946 • Total Heating Required Including Ventilation Air: 52,032 Btuh 52.032 MBH ry Total Sensible Gain: 17,784 Btuh 69 % Total Latent Gain: 7,985 Btuh 31 % Total Cooling Required Including Ventilation Air: 25,769 Btuh 2.15 Tons(Based On Sensible+ Latent) 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. R:\...\Anderson Residents.rh9 Wednesday, September 05, 2018, 8:39 AM RECEIVED 009.4 Miscellaneous Report Winter: -15 -12.38 100% 30% 72 29.40 Summer: 88 73 50% 50% 74 37.40 Main Trunk Runouts Calculate: Yes Yes Use Schedule: Yes Yes 'Roughness Factor: 0.00300 0.01000 Pressure Drop: 0.1000 in.wg./100 ft. 0.1000 in.wg./100 ft. Minimum Velocity: 650 ft./min 450 ft./min Maximum Velocity: 900 ft./min 750 ft./min Minimum Height: 0 in. 0 in. Maximum Height: 0 in. 0 in. Winter Summer Infiltration Specified: 0.320 AC/hr 0.160 AC/hr 96 CFM 48 CFM Infiltration Actual: 0.418 AC/hr 0.313 AC/hr Above Grade Volume: X 17.946 Cu.ft. X 17.946 Cu.ft. 7,499 Cu.ft./hr 5,612 Cu.ft./hr X 0.0167 X 0.0167 Total Building Infiltration: 125 CFM 94 CFM Total Building Ventilation: 68 CFM 68 CFM ---System 1-- Infiltration &Ventilation Sensible Gain Multiplier: 14.94 = (1.10 X 0.970 X 14.00 Summer Temp.Difference) Infiltration &Ventilation Latent Gain Multiplier: 24.67 = (0.68 X 0.970 X 37.40 Grains Difference) Infiltration &Ventilation Sensible Loss Multiplier: 92.85 = (1.10 X 0.970 X 87.00 Winter Temp. Difference) Winter Infiltration Specified: 0.320 AC/hr(96 CFM), Construction:Average Summer Infiltration Specified: 0.160 AC/hr(48 CFM), Construction:Average R:\...\Anderson Residents.rh9 Wednesday,September 05, 2018, 8:39 AM Duct Size Preview Room or Source Minimum Maximum Rough. Design SP Duct Duct Htg CIg Act. Duct Duct Name Velocity Velocity Factor U100 Loss Velocity Length Flow Flow Flow Size System 1 Supply Runouts Zone 1 1-Lower Level Built-In 450 750 0.01 0.1 544.6 200 I 223 3--5 2-Main Level Built-In 450 750 0.01 0.1 477.8 377 563 6--6 Other Ducts in System 1 Supply Main Trunk Built-In 650 900 0.003 0.1 754.2 577 :.; 786 10x15 Summary System 1 Heating Flow: 577 Cooling Flow: 786 R:\...\Anderson Residents.rh9 Wednesday, September 05, 2018, 8`:39 AM RECEIVED Detailed Room Loads - Room I - Lower Level (Average Load Procedure) N e e Calculation Mode: Htg.&clg. Occurrences: 1 Room Length: n/a System Number: 1 Room Width: n/a Zone Number: 1 Area: 1,494.0 sq.ft. Supply Air: 223 CFM Ceiling Height: 8.0 ft. Supply Air Changes: 1.1 AC/hr Volume: 11,952 cu.ft. Req. Vent. Clg: 0 CFM Number of Registers: 3 Actual Winter Vent.: 24 CFM Runout Air: 74 CFM Percent of Supply.: 11 % Runout Duct Size: 5 in. Actual Summer Vent.: 19 CFM Runout Air Velocity: 545 ft./min. Percent of Supply: 9 % Runout Air Velocity: 545 ft./min. Actual Winter lnfil.: 31 CFM Actual Loss: 0.238 in.wg./100 ft. Actual Summer Infil.: 23 CFM w xr = s N -Wall-R-10 42 X 8 336 0.050 4.4 1,462 1.3 0 428 E-Wall-R-10 43 X 8 344 0.050 4.4 1,496 0.0 0 0 S-Wall-R-10 42 X 8 336 0.050 4.4 1,462 0.0 0 0 W-Wall-R-10 43 X 4 172 0.054 4.7 808 0.0 0 0 W-Wall-R-21 43 X 4 155.5 0.065 5.7 879 0.6 0 97 W-GIs-4a shgc-0.34 0%S(2) 16.5 0.320 27.8 460 36.2 0 598 Floor-21A-20 1 X 1494 1494 0.027 2.3 3,509 0.0 0 0 Subtotals for Structure: 10,076 0 1,123 Infil.: Win.: 31.2, Sum.: 23.3 508 5.695 2,893 0.685 575 348 Ductwork: 904 0 AED Excursion: 101 People: 200 lat/per, 230 sen/per: 2 400 460 Equipment: 1,100 1,700 Lighting: 300 1,023 Room Totals: 13,873 2,075 4,755 R:\...Anderson Residents.rh9 Wednesday, September 05, 2018, 8:39 AM 47r 4. _ S ive, a ;; a "'£� r'. r a ,6 4a r � �� :.. .: .rtNu, _ FSS :,,,,-;a,...,,,:4,1- £... .... M -,t,-.'4:::::;.‘',_ '! _,> _ �.wf,1 Detailed Room Loads Room 2 - Main Level (Average Load Procedure) a " a ' a� I._. .t Calculation Mode: Htg.4&clg. Occurrences: 1 Room Length: n/a System Number: 1 Room Width: n/a Zone Number: 1 Area: 1,498.0 sq.ft. Supply Air: 563 CFM Ceiling Height: 9.0 ft. Supply Air Changes: 2.5 AC/hr Volume: 13,482 cu.ft. Req.Vent. Clg: 0 CFM Number of Registers: 6 Actual Winter Vent.: 44 CFM Runout Air: 94 CFM Percent of Supply.: 8 % Runout Duct Size: 6 in. Actual Summer Vent.: 49 CFM Runout Air Velocity: 478 ft./min. Percent of Supply: 9 % Runout Air Velocity: 478 ft./min. Actual Winter Infil.: 94 CFM Actual Loss: 0.143 in.wg./100 ft. Actual Summer Infil.: 70 CFM : ,cam r�":, .,;C e p iiJ-06 `, ?i c '-'''''i A dam....3; .. .... .... ,`. N -Wall-R-21 42 X 7.4 248.3 0.065 5.7 1,404 0.6 0 155 E-Wall-R-21 43 X 7.4 315.6 0.065 5.7 1,785 0.6 0 197 S-Wall-R-21 42 X 7.4 201.2 0.065 5.7 1,138 0.6 0 126 W-Wall-R-21 43 X 7.4 312.4 0.065 5.7 1,767 0.6 0 195 N -Wall-Rim Joist R-21 42 X 1.6 67.2 0.065 5.7 380 0.6 0 42 E-Wall-Rim joist R-21 43 X 1.6 68.8 0.065 5.7 389 0.6 0 43 S-Wall-Rim joist R-21 42 X 1.6 67.2 0.065 5.7 380 0.6 0 42 W-Wall-Rim joist R-21 43 X 1.6 68.8 0.065 5.7 389 1.7 0 114 N -Door-11 G 3 X 7 21 0.540 47.0 987 13.5 0 284 N -Door-11 N 3 X 7 21 0.350 30.5 639 8.8 0 184 N -GIs-4a shgc-0.28 100%S(2) 20.5 0.300 26.1 536 9.5 0 194 E-GIs-4a shgc-0.28 0%S 2.6 0.280 24.4 62 30.1 0 77 S-GIs-4a shgc-0.32 0%S(2) 30 0.300 26.1 784 18.7 0 562 S-GIs-4a shgc-0.28 0%S 27.1 0.280 24.4 659 16.7 0 451 S-GIs-4a shgc-0.28 0%S 10.6 0.250 21.8 230 16.3 0 172 S-GIs-4agdoor shgc-0.32 0%S 42 0.290 25.2 1,060 18.6 0 782 W-Gls-4a shgc-0.29 0%S(3) 5.8 0.280 24.4 141 31.3 0 180 UP-Ceil-16B R-49 1498 X 1 1498 0.022 1.9 2,867 1.1 0 1,615 Floor-Bump Out 4 ft..Per. 4 0.178 15.5 62 0.0 0 0 Subtotals for Structure: 15,659 0 5,415 Infil.:Win.: 93.8, Sum.: 70.2 1,530 5.694 8,712 0.686 1,732 1,049 Ductwork: 1,698 0 AED Excursion: 255 People: 200 lat/per, 230 sen/per: 3 600 690 Equipment: 1,900 2,900 Lighting: 500 1,705 Room Totals: 26,069 4,232 12,014 R:\...\Anderson Residents.rh9 Wednesday, September 05, 2018, 8:39 AM i^ < " r:C¢L ,.»[.;fit ."14'' : ak�� .ss ,^ ; < ry..t...:. 3_a System I Room Load Summary ---Zone 1--- 1 Lower Level 1,494 13,873 200 3-5 545 4,755 2,075 223 223 2 Main Level 1,498 26,069 377 6-6 478 12,014 4,232 563 563 Ventilation 6,314 1,016 1,678 Humidification 3,175 Return Duct 2,602 0 0 System 1 total 2,992 52,032 577 17,784 7,985 786 786 System 1 Main Trunk Size: 10x15 in. Velocity: 754 ft./min Loss per 100 ft.: 0.099 in.wg t I Net Required: 2.15 69%/31% 17,784 7,985 25,769 Heating System Cooling System Type: Natural Gas Furnace Standard Air Conditioner Model: Indoor Model: Brand: Efficiency: 0 AFUE 0 SEER Sound: 0 0 Capacity: 0 Btuh 0 Btuh Sensible Capacity: n/a 0 Btuh Latent Capacity: n/a 0 Btuh R:\...\Anderson Residents.rh9 Wednesday, September 05, 2018, 8:39 AM RECEIVED AUG 2 8 ?OM , tD + . t ' 11 TU1t MINIint ov W Ventilation, Makeup and Combustion Air P APING,COOLING UM &PLUMBING 'CreatingOrComfor/"Met 1985 Calculations Submittal Form For New 16411 ABERDEEN ST NE,HAM LAKE,MN 55304 Dwellings Site address Anderson Residents Date 6/29/18 Contractor Mcdonald Construction Completed By Air Mechanical Section A Ventilation Quantity (Determine quantity by using Table N1104.2 or Equation 11-1) Square feet(Conditioned area including basement— 2992 Total required ventilation 135 finished or unfinished) Number of bedrooms 4 Continuous ventilation 68 Directions -Determine the total and continuous ventilation rate by either using Table N1104.2 or equation 11-1. The table and equation are below. Table N1104.2 Total and Continuous Ventilation Rates (in cfm) Number of Bedrooms 1 2 3 4 5 6 Conditioned space Total/ Total/ Total/ Total/ Total/ Total/ (in sq. ft.) continuous continuous continuous continuous continuous continuous 1000-1500 60/40 75/40 90/45 105/53 120/60 135/68 1501-2000 70/40 85/43 100/50 115/58 130/65 145/73 2001-2500 80/40 95/48 110/55 125/63 140/70 155/78 2501-3000 90/45 105/53 120/60 135/68 150/75 165/83 3001-3500 100/50 115/58 130/65 145/73 160/80 175/88 3501-4000 110/55 125/63 140/70 155/78 170/85 185/93 4001-4500 120/60 135/68 150/75 165/83 180/90 195/98 4501-5000 130/65 145/73 160/80 175/88 190/95 205/103 5001-5500 140/70 155/78 170/85 185/93 200/100 215/108 5501-6000 150/75 165/83 180/90 195/98 210/105 225/113 Equation 11-1 (0.02 x square feet of conditioned space) + [15 x(number of bedrooms + 1)] =Total ventilation rate(cfm) Total ventilation—The mechanical ventilation system shall provide sufficient outdoor air to equal the total ventilation rate average,for each one-hour period according to the above table or equation. For heat recovery ventilators (HRV)and energy recovery ventila-tors (ERV)the average hourly ventilation capacity must be determined in consideration of any reduction of exhaust or out outdoor air intake, or both, for defrost or other equipment cycling. Continuous ventilation -A minimum of 50 percent of the total ventilation rate, but not less than 40 cfm, shall be provided, on a con-tinuous rate average for each one-hour period. The portion of the mechanical ventilation system intended to be continuous may have automatic cycling controls providing the average flow rate for each hour is met. 1 Section B Ventilation Method (Choose either balanced or exhaust) 03alanced,HRV(Heat Recovery Ventilator)or ERV(Energy laxhaust only(Continuous fan rating in cfm) Recov-ery Ventilator)—cfm of unit in low must not exceed continuous venti-lation rating by more than 100%. Low cfm: rp Idta $2 High cfm: ,�50 Continuous fan rating in cfm(capacity must not exceed p continuous ventilation rating by more than 100%) Directions -Choose the method of ventilation, balanced or exhaust only. Balanced ventilation systems are typically HRV or ERV's. Enter the low and high cfm amounts. Low cfm air flow must be equal to or greater than the required continuous ventilation rate and less than 100% greater than the continuous rate. (For instance, if the low cfm is 40 cfm, the ventilation fan must not exceed 80 cfm.)Automatic controls may allow the use of a larger fan that is operated a percentage of each hour. Section C Ventilation Fan Description Location _ Continuous Intermittent BROAN HRV 150S Mech.Room Directions - The ventilation fan schedule should describe what the fan is for, the location, cfm, and whether it is used for continuous or intermittent ventilation. The fan that is chose for continuous ventilation must be equal to or greater than the low cfm air rating and less than 100% greater than the continuous rate. (For instance, if the low cfm is 40 cfm, the continuous ventilation fan must not exceed 80 cfm.) Automatic controls may allow the use of a larger fan that is operated a percentage of each hour. Section D Ventilation Controls Directions -Describe operation and control of the continuous and intermittent ventilation. There should be adequate detail for plan reviewers and inspectors to verify design and installation compliance. Related trades also need adequate detail for placement of controls and proper operation of the building ventilation. If exhaust fans are used for building ventilation, describe the operation and location of any controls, indicators and legends. If an ERV or HRV is to be installed, describe how it will be installed. If it will be connected and interfaced with the air handling equipment,please describe such connections as detailed in the manufactures'installation instructions. If the installation instructions require or recommend the equipment to be interlocked with the air handling equipment for proper operation, such interconnection shall be made and described. BROAN Honeywell 2 RECEIVED Section E AUG 2 3 709 Make-up air Q Passive (determined from calculations from Table 501.3.1) Powered(determined from calculations from Table 501.3.1) Interlocked with exhaust device(determined from calculation from Table 501.3.1) Other,describe: NOT REQUIRED Location of duct or system ventilation make-up air: Determined from make-up air opening table Cfm Size and type(round,rectangular,flex or rigid) Directions -In order to determine the makeup air, Table 501.3.1 must be filled out(see below). For most new installations, column A will be appropriate, however, if atmospherically vented appliances or solid fuel appliances are installed, use the appropriate column. For existing dwellings, see IMC 501.3.3. Please note, if the makeup air quantity is negative, no additional makeup air will be re-quired for ventilation, if the value is positive refer to Table 501.3.2 and size the opening. Transfer the cfm, size of opening and type (round, rectangular, flex or rigid) to the last line of section D. The make-up air supply must be installed per IMC 501.3.2.3. Table 501.3.1 PROCEDURE TO DETERMINE MAKEUP AIR QUANITY FOR EXHAUST EQUIPMENT IN DWELLINGS (Additional combustion air will be required for combustion appliances,see KAIR method for calculations) One or multiple power One or multiple fan- One atmospherically vent Multiple atmospherically vent or direct vent assisted appliances and gas or oil appliance or vented gas or oil appliances appliances or no power vent or direct one solid fuel appliance or solid fuel appliances combustion appliances vent appliances Column A Column B Column C Column D 1. a)pressure factor(cfm/sf) 0.15 0.09 0.06 0.03 b)conditioned floor area(sf) 2992 (including unfinished basements) Estimated House Infiltration(cfm): • 448 [lax lb] 2.Exhaust Capacity a)continuous exhaust-only N/A ventilation system(cfm);(not applicable to balanced ventilation systems such as HRV) b)clothes dryer(cfm) 135 135 135 135 c)80%of largest exhaust rating(cfm); Kitchen hood typically(not applicable 240 if recirculating system or if powered makeup air is electrically interlocked and match to exhaust) d)80%of next largest exhaust rating (cfm); bath fan typically(not Not applicable if recirculating system or if powered makeup air is electrically Applicable interlocked and matched to exhaust) Total Exhaust Capacity(cfm); [2a+2b+2c+2d] 375 3.Makeup Air Quantity(cfm) 375 a)total exhaust capacity(from above) b)estimated house infiltration(from 448 above) Makeup Air Quantity(cfm); _�� [3a—3b](if value is negative,no makeup air is needed) 4.For makeup Air Opening Sizing, refer to Table 501.4.2 A. Use this column if there are other than fan-assisted or atmospherically vented gas or oil appliance or if there are no combustion appliances.(Power vent and direct vent appliances may be used.) B. Use this column if there is one fan-assisted appliance per venting system.(Appliances other than atmospherically vented appliances may 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. 3 Makeup Air Opening Table for New and Existing Dwelling Table 501.3.2 One or multiple power One or multiple fan- One atmospherically Multiple atmospherically vent,direct vent assisted appliances and vented gas or oil vented gas or oil Duct appliances,or no power vent or direct appliance or one solid appliances or solid fuel diameter combustion appliances vent appliances fuel appliance appliances Column A Column B Column C Column D Passive opening 1—36 1 —22 1—15 1 —9 3 Passive opening 37—66 23—41 16—28 10—17 4 Passive opening 67—109 42—66 29—46 18—28 5 Passive opening 110-163 67—100 47—69 29—42 6 Passive opening 164—232 101—143 70—99 43—61 7 Passive opening 233—317 144—195 100—135 62—83 8 Passive opening 318—419 196—258 136—179 84—110 9 w/motorized damper Passive opening 420—539 259—332 180—230 111 —142 10 w/motorized damper Passive opening 540—679 333—419 231 —290 143—179 11 w/motorized damper Powered makeup air >679 >419 >290 >179 NA Notes: A.An equivalent length of 100 feet of round smooth metal duct is assumed. Subtract 40 feet for the exterior hood and ten feet for each 90- degree elbow to determine the remaining length of straight duct allowable. B.If flexible duct is used,increase the duct diameter by one inch. Flexible duct shall be stretched with minimal sags. Compressed duct shall not be accepted. C. Barometric dampers are prohibited in passive makeup air openings when any atmospherically vented appliance is installed. D. Powered makeup air shall be electrically interlocked with the largest exhaust system. Section F Combustion 0 Not required per mechanical code(No atmospheric or power vented appliances) Q Passive(see IFGC Appendix E,Worksheet E-1) Size and type 6"INSULATED FLEX 0 Other,describe: Explanation - If no atmospheric or power vented appliances are installed, check the appropriate box, not required. If a power vented or atmospherically vented appliance installed, use IFGC Appendix E, Worksheet El (see below). Please enter size and type. Combustion air vent supplies must communicate with the appliance or appliances that require the combustion air. Section F calculations follow on the next 2 pages. 4 RECEIVED Directions-The Minnesota Fuel Gas Code method to calculate to size of a required combustion air opening/015 tlknown Air Infiltration Rate Method. For new construction,4b of step 4 is required to be filled out. IFGC Appendix E,Worksheet E-1--Residential Combustion Air Calculation Method(for Furnace, Boiler,and/or Water Heater in the Same Space) Step 1:Complete vented combustion appliance information. Furnace/Boiler: raft Hood QFan Assisted Direct Vent Input: 60000 Btu/hr or Power Vent Water Heater: raft Hood ✓Q Fan Assisted IDDirect Vent Input: 55000 Btu/hr or Power Vent Step 2:Calculate the volume of the Combustion Appliance Space(CAS)containing combustion appliances.The CAS includes all spaces connected to one another by code compliant openings. CAS volume: 720 ft3 Lx W x H L W H Step 3: Determine Air Changes per Hour(ACH)1 Default ACH values have been incorporated into Table E-1 for use with Method 4b(KAIR Method). If the year of construction or ACH is not known,use method 4a(Standard Method). Step 4:Determine Required Volume for Combustion Air.(DO NOT COUNT DIRECT VENT APPLIANCES) 4a.Standard Method Total Btu/hr input of all combustion appliances Input: Btu/hr Use Standard Method column in Table E-1 to find Total Required TRV: ft3 Volume(TRV)If CAS Volume(from Step 2)is greater than TRV then no outdoor openings are needed.If CAS Volume(from Step 2)is less than TRV then go to STEP 5. 4b.Known Air Infiltration Rate(KAIR)Method(DO NOT COUNT DIRECT VENT APPLIANCES) Total Btu/hr input of all fan-assisted and power vent appliances Input: 55,000 Btu/hr Use Fan-Assisted Appliances column in Table E-1 to find RVFA: 4125 ft3 Required Volume Fan Assisted(RVFA) Total Btu/hr input of all Natural draft appliances Input: Btu/hr Use Natural draft Appliances column in Table E-1 to find RVNFA: ft3 Required Volume Natural draft appliances(RVNDA) Total Required Volume(TRV)=RVFA+RVNDA TRV= 4125 + = 4125 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=720 /4125 =.17 Step 6:Calculate Reduction Factor(RF). RF=1 minus Ratio RF=1 - •17 =.83 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: 55000 Btu/hr(EXCEPT DIRECT VENT) Combustion Air Opening Area(CAOA):Total Btu/hr divided by 3000 Btu/hr per in2 CAOA=55000 /3000 Btu/hr per in2=18.3 in2 Step 8:Calculate Minimum CAOA: Minimum CAOA=CAOA multiplied by RF Minimum CAOA= 18.3 x.83 = 15.1 in2 Step 9:Calculate Combustion Air Opening Diameter(CAOD): CAOD=1.13 multiplied by the square root of Minimum CAOA CAOD=1.13 A/ Minimum CAOA= 4.4 in.diameter go up one inch in size if using flex duct 1 If desired,ACH can be determined using ASHRAE calculation or blower door test.Follow procedures in Section G304. 5 IFGC Appendix E,Table E-1 Residential Combustion air(Required Interior Volume Based on Input Rating of Appliance) Input Rating Standard Method Known Air Infiltration Rate(KAIR)Method(cu ft) (Btu/hr) Fan Assisted or Power Vent Natural Draft 1994 to present Pre-1994 1994 to present Pre-1994 5,000 250 375 188 525 263 10,000 500 750 375 1,050 525 15,000 750 1,125 563 1,575 788 20,000 1,000 1,500 750 2,100 1,050 25,000 1,250 1,875 938 2,625 1,313 30,000 1,500 2,250 1,125 3,150 1,575 35,000 1,750 _ 2,625 1,313 3,675 1,838 40,000 2,000 3,000 1,500 4,200 2,100 45,000 2,250 3,375 1,688 4,725 2,363 50,000 2,500 3,750 1,675 5,250 2,625 500,Q 2,750 '4,125 2,063 5,775 2,888 60,000 3,000 4,500 2,250 6,300 3,150 65,000 3,250 4,875 2,438 6,825 3,413 70,000 3,500 5,250 2,625 7,350 3,675 75,000 3,750 5,625 2,813 7,875 3,938 80,000 4,000 6,000 3,000 8,400 4,200 85,000 4,250 6,375 3,188 8,925 4,463 90,000 4,500 6,750 3,375 9,450 4,725 95,000 4,750 7,125 3,563 9,975 4,988 100,000 5,000 7,500 3,750 10,500 5,250 105,000 5,250 7,875 3,938 11,025 5,513 110,000 5,500 8,250 4,125 11,550 5,775 115,000 5,750 8.625 4,313 12,075 6,038 120,000 6,000 9,000 4,500 12,600 6,300 125,000 6,250 9,375 4,688 13,125 6,563 130,000 6,500 9,750 4,875 13,650 6,825 135,000 6,750 10,125 5,063 14,175 7,088 140,000 7,000 10,500 5,250 14,700 7,350 145,000 7,250 10,875 5,438 15,225 7,613 150,000 7,500 11,250 5,625 15,750 7,875 155,000 7,750 11,625 5,813 16,275 8,138 160,000 8,000 12,000 6,000 16,800 8,400 165,000 8,250 12,375 6,188 17,325 8,663 170,000 8,500 12,750 6,375 17,850 8,925 175,000 8,750 13,125 6,563 18,375 9,188 180,000 9,000 13,500 6,750 _18,900 9,450 185,000 9,250 13,875 6,938 19,425 9,713 190,000 9,500 14,250 7,125 19,950 9,975 195,000 9,750 14,625 7,313 20,475 10,238 200,000 10,000 15,000 7,500 21,000 10,500 205,000 10,250 15,375 7,688 21,525 10,783 210,000 10,500 15,750 7,875 22,050 11,025 215,000 10,750 16,125 8,063 22,575 11,288 220,000 11,000 16,500 8,250 23,100 11,550 225,000 11,250 16,875 8,438 23,625 11,813 230,000 11,500 17,250 8,625 24,150 12,075 1. The 1994 date refers to dwellings constructed under the 1994 Minnesota Energy Code.The default KAIR used in this section of the table is 0.20 ACH. 2. This section of the table is to be used for dwellings constructed prior to 1994.The default KAIR used in this section of the table is 0.40 ACH. 6 CO W o > w U CDIA 4 CtCO 112 0 N P c a o 43 �� oC) P n 0 .: z 0 m :: ai d a` O a °' d .c O w 3 d W Q CL0 LLI N P P N N V O N N Qoo co. Co O O t > N Z .0O .0 Z E 60 2 H N O N C 0 C = g O - W ( O P ca ajy W -" LL E O R = in -0 0 C1 M m P n ai 12 7> W n H P O E -c o a)® -• oo ) o m CC 1 N Q Q O 00 ii W 00 O c rn P O w zz O d N m Q W Z m m 0 Z N cl `-0 2 0 � o c 0 P = E 0 ? a W c6d 0 J Q ;,-7-Y o 0 c LOJ U t 5 Q O -- g •• g C O G y co co •r+ Z j 0 0 0 R 2 c m w W > O Z ° � c c o•� U W H a OC O ct D 05 J J ND n-- C 0 a) 0 a c Q O a t in (/) a) N O Z 0 o o r sy `m O. Cco l a a) d t 0 • w v �- N h Q - LLN 0 W00 00 r c a) Ce N N .0 C1 r W CD co co N I- 0 Z co 2 r '8 N C R r I— N O 0 0 I - a) t7 •d h 0 0 0 W O .- al R d H C .co M E o 0. ~ o r c p C sZ , o UI L M vi ta CI R Ecc 1 in V) 'EU 0 Ia- 0 C U co D y p 30 0 M C Z N J N W I C C a) O ' Z . 00 0 c a) y a) co N W `` Z Z 0 Z' C Z Z •� 3 0 I co c W a0 m Q r C W O = I N N 0 co O O O 0 d ' . 0 C C) ? O J 0 = oo d s 0 IHII OO sE 7, O OH ! ; ! v W ~W o H O CC n N 00 N 00 LU cv V Q CCC O T. O N s- a O Q O L (n ch M N O r Z V C r. .O O c 3 tu N a O a a) 4 t EP- . v ) N Q - LLN 0 CL co co LUr r a+ M CL O O _c N ✓ O N N _ LY d co co co � t Cl) t 0 Tu- Z _am E R w H N O y 0 0 0 o2 e- .` a) m �+ y d C9 e- cca - C9 co e6m W r Li E _ R I ;:t• .f.:0 •rn 1- 0 M m C C T. 0. E � w � 0 0 2 _a -o' m C U) ~ 0 E � c 0_ 0 o D o . U N in ' o a Om w NI iii ii N Z Oo W L o ! E ZIo0 o a z ,, �; o w Z z L 2 m ¢ W Z 3 ch 0000 N i N N 'C Q1 a w O f6 N .(. c O 0 O O o d. �- 2 N 0 4' E 0 U z i. 0 ...! 0 =Y .` a " o H O 0 0 J c v N sTs E c� C r+ • E g C7 = J m O d o o LL cn r> O a o •C •eaH 5-.° Z 1 z , o o 0 m - £ 0. o w w O Z ° = 0- c u g i c• v� cu a` co o LO W m 0 612 J 3 A I -N C 0 i0 N C Q 0 -L L co va) Tr O y,, Z 0 44p d O cD7 a` 0 a C O11111> w °° °° L N N W O 03 CN co 03 a ,- 0 0 CA I— p hi ii C 0 7 Z 2 (+J �� W W W m to W W W > 4-, U U U CJ H p 0 d Ci) N Q E - O N M N -C C C C �p Mf6 N O M 45 M C C C ec ca. oc c 0 O N Q U <0 OL co ` U) o N 0 17) (o J co cc m U06 c j o in w f6 C Cr) C 75 = y N p° N a O 0 O 0 U C N - V U M m Q w c C = ' c _ 2 C 'E Qf/) a O. E co E C) Z 0 in a O S c u) ai is O -3 E r: O ° v c h Q U oZ re r°dL. CO C. M mmeNO c � om0og C£ S. CI o LLHH ° E a u EDW2u) 0.. 8Q9 > M • WnmD D J o v vF- a OC o Ca Co W 0 N W C•? U LC NW C 0 i 0 N -o C a " 'C O t O z d w 0 O lc L a a a re0 Ill co Ct N N iiin W O N N EL - O O ChZ _ r < �� p C O C O 4t Z d M W W W 9 W W W_ H O E0 0 0 a 8 V fV O 03 N N E .1... - C C C N N as c Nr 'a ,- C C C o r m: O O O O 3 N a O C o U o c Z d' W f6 f6 C M C 2CD fn O N O N O O Q o r+ ej o O CO c 0 0 0 'c Q.to d 0. N E U Z to y o. $ cNw U ` � O C i co O Q L L O N i c N N L: e O 07 N O. W t U O U c N Q U O E aC o f •c coO c z xQ °' IP �, c x c Zo O w d ..� �, 0f C O cu O O L to m v w d 5 o Q- y m c c E � � � cna aC7 > � �' cci 3 ea » ix C 0 W No 0 c 0 F.' 0 a) a c a O at co 0) m .;j Z m c iu Q. c a H CeO w ao °° ce N N U N N W O N N co co Om W 0 0 CO m dco • 'is t fV O C C C 0< •C _ N o N C Z I W W W u_ u_ LL a0 0 E 0 a O 0 Q z t w L C C'C 0 f0 f6 0 = 0 .C . N C C C U o W PD" r H C 0 02a C in u) Lu J 0CL v c = o iii w f6 C N C o0 c = m < C N cO) OO O C UO a3 0 O0 C 0 _2 m Q c = uc .0 w �: c 'c o.in ma E ms o C V o r. in a O ° c cn ai ii O 4 E ao C . i c 0 , 0 co< 0 ,- c Lo E m 0 " E rn O = �-' x °� a y c X y z o C O 0 f0 C U v RI 1.• • o = » > o O w N3 D Wc > N W c.T U CC C O E2O a) V C a O •C a) .c m W r- e;O r+ z o a> c 6a` a a H ce0 W °° °° 1111> cc N N W q N N d ,- CO 0 N H Z 'o t iN o c 0 0 O Q 7d 00 Z d „3 d n W W W to a> W W LLI 'G ++ LL LL LL ~ 0 E 0 0 0 a 8 "v b aa m RS E = r c c c m RS RS0 00 'a ,- C C C C N 0 WW o asc a V; (n O J D Cce ,., 00 O N c 0 w C C d w 70 C = to 0 c _ N 0 M 0 al O O a. r. O c o 0 0 ea • m Q yr c c u c Ca 2 "C ++ c .E a, Cl) o a E co O O '++ in aO c y N O c� O C ZL. i = 0 . O N , c a>N d 0 a N p. .d s U O o c y Q C) O =O O Q. 0 O £ to O c •� O O 0 as to m N Z 0 2 d O i N C C 3 R R o y vvi d c c ED C cn a fl,U > 2 vw Ci t) N F- a s n n m 0 O W 0 C 0 iO Gf a C Q O .0 Nh O z v OO d Q. co U' a H I 0 In co co Et N N_ V n N W O N a CO O CO CO z d ii Z N O c O 0 3 Z 2 N W W W a F- C g g g (f) o Q Z CO RS CIS N O C C C N -g v .1-, `- cc c 0 c Ol+'6 Ti) i o a 0 o N (/) J d' C C p_ O W U 00 w a o C V iii C of C o0 0 1 .. teC = Cc c vN-0 a C rw 4.8.0_ (n oEcc Z '- = O L O Q N O N N O I. 0 oL 0u d d .L • = � °cS. Go d m O = Xo coL m EcO ti 0 O. a o " > > " 5 0 w N CI C. W °" 0 N L.o W c\z C.) cD w W Q r IX (0 L 0 C) Y U L L O C C) O C E O C G) r- C as c C. a o = 7) O) L o (0 0)) 0) 0 0) C O t v Z (0 0 w ,_, O d L = co O o. O a o. eaL 3 co c 1/470 H o et 3 O L 0 co 3 W op AL1 N N O V 1111 cci co co a — O O 0 U) 0 E Z c +d, 'a tO 0 0 C < or-- N C C 0 d W W W 15 ev 1.". W W W m > LJLLLLc H D E ((OUO) UO) R) Q Z E -8 c = 0 r1.+ N C c c al co co 0 C C C V E N '0 3 r c m o aa) . . < E O W W. a) Q .0 V n J cu 0 0 L y U) O w as C O w U h c o w 73 (6 C ((•) CO O C = N W 0 C N C 0ca N O0 oct 0- r+ O d C O O O W E 0 2 CO Q N O p) = v' 'a •a w c 'e n. 0 a c O O O E C) Z +—s in nO o y Ooca ' o� E 0 i i C O a- 0 a- N `N PI d 0 00 0 0 0 H . U 0UD .ri c N QL V O o o f E S. o v� 0 c X = z 0 s d� f6 v. 0)cc > +� 0CO . c L 3 R L L a) = > > LL G 0 W N D Ct _ C.) U) H a ce o x o ta E N a) C a reC 0 fa U F U a) U C C of 0) C y a) C 8 O 0 ` O C N z .0 z C Q .5 N ` w N .0 0 U n VJ O — N d a N O N ddZ N d O d o O cm a` 0 co m aa) ,t a) N ui l> a) L E a) 7 .5 .Li O ar d A d w LF aa I— w ChEt V OCe N aCO 00 N r �w a- ••,-- 4 co li 0 N N 0 v IP V O N N O. ® 7 W G' ci O. O COO Z F o ca CO/ N N V/ N0) O (9 co I— w U Z a)a) U L N Z oL d •a to W " r `C ) N ao C pp Q CN h O N 7 d 'o as >, a ,OO r rn .0 ad., c oa CJ O v Ill 7 y > a) Q .O o a o03 a) -t >sV C tm O a U 12 C N v ' HI c vs 0 f6 'C y V O•w N �' C O m < h Y C N s. o `) a a) a ! C () Z A a s 0 L O C I..m E N V {n U d O J�7 < V1 yp N W d O !0 G` m Y F- Q y ✓ .a E O Q N p C. h .(u x_ f• % F` a Ct 0 4z © a) Q w Z 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 21 Block Number 1 Address 782 Summerbrooke Court Builder Homes by Legacv 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 Hackberry tree to be installed in front yard following construction. Attachments: X Yes (Refer to attac arA EQJ3STRY DIVISION No REVISE Additional Notes: rn DATE 7 -13 L� H:\ghove\2018file\treepres\Tree Preservation Plan Summerbrooke Lot 21 Rock 1 e N' _ S__>_Alf cu_rbsa tlUNDE e5 pNSTRUCAON. 7�� UMME- >__ sho_wn N`--`f'`-1 a�ooKF �oURr>_Qre pro�yosed .� 03 ---........ . /48,0,18,01.01. i____ \ - in 4) _ " R(3O.5) _ -=7___-- N - x x 8 M• r- " i m o (937.7) 9 3 f 7.3x Benchmark 5 / T--- /a n 1.6 K93j0 / X a l �ro $ I r N co �931.?)V+ _9./03 x i "rweway I °' a q 7- 931.33 9`/d 934.8' '+933.4 1 �nchmark !lHdd down Ate w + grade to Z- 24,Sp 14.1}h�_ 4(935.2)+ maintain / a of / W 74.29 tv x 4:1 slope. / 17.3 / / o v m (936.6) Vacant / / Cara9e o OD / .:n / 0.f7 m w v Proposedx of / v /blouse , m x x Vacant / / 9'F.B. / i m^N a V / o cdoe `N 929.55 (f/ Benchmark r`'--- 00 / 77.25 41,67' J B931.58 enchmark GO . / (934.8 63- / _ 1 22.56 t'- M " 3 �j / x m a (936.e) "o- / (934.3) N .O // i ! w i CD rrr 3/ �� Is I a � 7r ry \ w21 # [/ I s dw �rr�t1m y _�` I• / M r�r� %l °'r7 ..rrrrrArrrr 7 1 to 2 'N t 4 / Rrri l'sr�`i�' �rr sits 1 i w 1 ? I . / I 5/ 15 • w o ;Drainage and utility g o d - easement per plat (956.3)0 o x(950.5) _- - N" 1. N89°57t00rrW 105.40 ice Site under construction curb and utilities shown are proposed*** • Denotes iron pipe Lowest opening elevation per grading plan:934.8 Lot area=12237 SF House area=2005 SF 'C�' Denotes service Lowest floor elevation per radio Porch area=107 SF a Denotes television box grading plan :928.8 Sidewalk area=36 SF ■ Denotes electric box House elevations (Proposed)/As-built Driveway area=629 SF E Denotes telephone box Total Impervious Area=2777 SF a Dsm o. Denotes existing elevation Lowest Floor Elevation :(928.8) / Impervious Coverage-22.75 (000.00) Denotes proposed elevation Top Of Foundation Elev. :(935.5) / - honoree drainage now direction Garage Slab Flea.0 Door:e(833.4)a/ Drop 1.4 ft A Denotes spike rotes retaining well designed and Construction Notes; butt by°there. 1,Install rock construction entrance. 2.Install silt fence as needed for erosion control. 0' t0' 20• 4. Contract shall mut drain away from house a minimum of 1.05. 4.Contractor must verify driveway design. 5.Contractor must verify service elevation prior to construction. 6Add or remove foundation ledge as required. Scale: 1" = 20' General Notes: I.Grading plan by Pioneer Engineering lost dated 12/IS/17 was used to Benchmark: determine proposed elevations shown herein. We hereby certify to McDonald Construction inc that this survey,plan Top Nut Hydrant 2. This survey does not purport to show Improvements or encroachments, or reportwas prepared by me or under my direct supervision,and that Elevation = except as shown,as surveyed by me or under my direct supervision. I am a duly licensed 17/d Surveyor under the lows of the State of 3.Proposed building d'mensions Shown ore for horizontal location of structures Minnesota,dated 07/17/18. on the tot only. Contact builder prior to construction far approved construction 9 e 9P.A. _.. -` Si red En inc rin P. 1.)07-1,-: 4.No specific soils in estigotion has been performed on this lot by the surveyor. Irl of-tYls Stoke boas` The suitability of soils-to support the specific house proposed is not the responsibility of ofo the surveyor. BY: 5. This tiflc tc doe not purport to show easements other than those shown of J.Hawkinson, fessiono and urveyor n the recorded plat.s Minnesota License Na.42299 email-phawkinsongepioneereng.corn 6.Bearings shown are based on an assumed datum. PIIDNEER P.A. Lot 21, Block 1, 1.7,4,1.7,4,.., z 1,,f1,,,,,,,,, , ., , SUMMERBROOKE Certificate of Survey for: according to the recorded plat thereof McDonald Construction Inc 2422 Ememria'Drive Ph.:(651)681-1914 Dakota County, Minnesota Mendnti Heights,MN 551211 Pax:(611)681-9488 7601 145th St W www.pranecreng.com Address: 782 Summerbrooke Court, Eagan, Minnesota Apple Volley,MN 55124-7599 ------ House Model: Elevation: Phone:(952)432-7601/Fax:(952)432.1369 � Prajectd 118210000 IFoldeci:7698nrwnby.Mm, Buyer. Anderson ©Pier ecr Engineering ° > o.n' n>> N 1 � 6 4 , H D O O M J le `% tt 3 gm»I^.cA�1_1n-.1 9C=� °, N it ' I -a'_-_-:a1-11-g- f,F^ ° `o Utility easement per,' i i Doc. N. 665950 I 1 I - \111!;li 1IVi1!' n J Y \(a csmsgi2V m JLL +<- p An m a3a 3s 4 15— . x9a� - ,„„r_ s I o' o r> ti n9� 2 �A,U m1' 10 � 5 $ 5 L__.� r. °4).,‘,.c� ri - 15 0 o n , m . °Q C,) IiIii ii " '''-' ( NP.,' 1 . a . �� m r g� a �'" / ° 0 / j g x tU 7 x z ts N •0. '$1, a q 1' • IrIcII' 0 `m'1. ►/g800•®4 i ,� ' 1%•e \ ��`yfil OO ,apoa9 0"t��' O. m m • F m ° ° SAS d ° A 000 _ v 3� 7. o j }�\ ° J A (911.0) t �� tl 1,\ v o m n v a O E m to 0 x .. o 0 3.x ° 'z V-r g$ 6 '• 11-sr 7. N w a o e 1 00 805 a �` 10 v 191 o x m 9a m10 �\ ! ,,,,\ .„ x_z o 10 e ii Tz `N' j u µ r j tD I o o0-1,-- 61 0 ,o a) ( k••40 R O Im a..., 1, B ii N y," i- . 2Z `� ° i z— Y 0a\ 8 % N ca° (905.2) S ''m to O N I El G 8 (,i p9 N w a 9 1 o Ps °s ..7.„..,...90 x I" oa m lk E o N 1 <o ", dory °sfO t. CD I if »-6 c.. cl u„'i _ c a.4 u,. n o u A E - N • e° m+ e < 111m° e m°m� .ixg nlu5 - ,a>cxoNw> u ° °0341 r£a. II go. I n (901.0) rs I N00'33'54"W 76.80 i1 - ' _ © 2 Ta Existing House (i.13 Y 6' -PI*NEER Lot 11, Block 1, A ^ ^Y en ?neenng.?n WILLOW RIDGE AT WESCOTT Certificate of Survey for: according to the recorded plat thereof McDonald Construction Inc s422 Enterprise Urive Ph.:(651)681-1914 Dakota County, Minnesota Mcn<bta Heights,MN 55128 Fez:(651)661-94A8 7101 145th St W Pbwww.uxkereneum Address: 3776 Wescott Circle, Eagan, Minnesota Apple Valley,MN 55124-7599 House Model: Elevation: Phone:(952)432-7601 I Fox:(952)432-1368 Project s:117016005 'Fold-:8.4056 Drawn by.M-W Buyer: Diamond 0 Pioneer Enghreenng _IUUU00 00 S 00 §OOONNd+ N-2000 C1) 1 CG 2.4 c,i r ow CA Dg it a a a < < < s< 1< R< a. \ z c r )- >- >- >- r Jr} 0 d .-<A § § § § § § i ..i w < < < < < < <ce a_ 0- C.) C.) v C.) v vo C.) C.) il` _ W 1-- d I < z Z < N N z a� M D N '- in r Q9 O N 2r N o �� N le �i :�t ° 8 o Li a y 2 _ £ o (. ) 4,e§ a A y W z• W�/'� 7 b V 0 < 0 7! coE } N Q CF 58 Z W g N < w a� 8Utat X (1) : ^ '' „ w 0 W Fe-w < ce o tr m U > 0 3 O w Y w ? r i < S \ w w en <iF W < V) (n r cv Q w Z ® ® Z a Wz \ ® \ N Q �T � v� } _ c i � 0 m m = Y ot * Z 2 0 A Z w } < m 0M co c> . a z c 0 . .- . Z o D < w a 3 a; '�" g P < = cn cK 52 cn ® \ c F Z \ o--4w ,° 6. < L Art 0 ,,,_44% l%- 0 0% 0 0 p..., , Fssi 0 • LOT SURVEY CHECKLIST FOR RESIDENTIAL BUILDING PERMIT APPLICATION PROPERTY LEGAL: LnT ?J, II � ntY) ®k/ DATE OF SURVEY: LATEST REVISION: a) m ev s U Q O z a DOCUMENT STANDARDS / 0 0 • Registered Land Surveyor signature and company .. ❑ ❑ • Building Permit Applicant if ❑ ❑ • Legal description J21' ❑ 0 • Address % ❑ ❑ • North arrow and scale ,Zr 0 ❑ • House type(rambler,walkout,split w/o,split entry, lookout, etc.) ,0* 0 ❑ • Directional drainage arrows with slope/gradient% O ❑ ❑ • Proposed/existing sewer and water services&invert elevation ,Z ❑ ❑ • Street name % ❑ ❑ • Driveway(grade&width-in R/W and back of curb,22'max.) . ❑ ❑ • Lot Square Footage okr 0 0 • Lot Coverage ELEVATIONS Existing SP1 ❑ ❑ • Property corners /1 ❑ El • Top of curb at the driveway and property line extensions ❑ ,f ❑ • Elevations of any existing adjacent homes ❑ ;2' ❑ • Adequate footing depth of structures due to adjacent utility trenches ❑ J2f ❑ • Waterways(pond, stream,etc.) Proposed ❑ 0 • Garage floor / ❑ ❑ • Basement floor ,ef ❑ ❑ • Lowest exposed elevation(walkout/window) X ❑ ❑ • Property corners ,' 0 0 • Front and rear of home at the foundation N • PRV Required PONDING AREA Of applicable) ❑,/ ❑ • Easement line ❑ yf ❑ • NWL 0 ❑ • HWL ❑ /f ❑ • Pond#designation ❑ kr ❑ • Emergency Overflow Elevation Y ,' ❑ • Pond/Wetland buffer delineation • Shoreland Zoning Overlay District Y ON • Conservation Easements DIMENSIONS die ❑ ❑ • Lot lines/Bearings&dimensions ,0' ❑ ❑ • Right-of-way and street width (to back of curb) ,i ❑ 0 • Proposed home dimensions including any proposed decks,overhangs greater than 2', porches,etc. (i.e.all structures requiring permanent footings) X ❑ ❑ • Show all easements of record -Rd any City utilities within those easements ,i( ❑ ❑ • Setbacks of proposed structure a _ 'deyard setback of adjacent existing structures / ❑ 0 • Retaining wall requirements: Reviewed By: /.'' .PDate/� //t G:/1 Engineering/FORMS/Cert.of Survey Checklist Rev. 11-16-16 *SITE 1 . / ---,g = > DLCurb\ -- -__ _�_ AaUNDER' CONSTRUCTION* f _ MME'1B�O -=1>ties_shown 3•4 14'� t'.';!t'1'tl.lm S1003 ____I_ OKE COUR _>_are .proposed C., : ,..�.,t ,ag Waif s \ \ -- 5.03 T Be ; .sr+ed _ 75.00 -----I=__ �_18� 1'p � --I- �` \ ` _ inN N pi . .. INN pi, t.t 1.1. .4. • -X--- -- - ?9•4) p m °(30.5) o 0 N & m N .0 o;, x m CO x N o o rn o R (931.7) INSTALL OL /'� - _ - 929.37 ^ 517.3� P IR Benchmark / x m o x M ^t0 / ° (934.3) a IT-1- x 5x o x co (32..2) o _9/3^ x DP Oewa d i m n w, 931.33 9,�4 ^934.g)-PI. 1 * g33 4 * 1 Benchmark in !!Hold down M- , '`u 14.1 ,4 24.5•. grade to p°rch 0 - `t *(935.2)* maintain / e °� n 14 L9 to . (936.6) CO 4:1 slope. / /1734'' � 0 l / °' LC) • Vacant / m"Y Garo9e o CO N v- / N \ /r-----,Z_, 0� 00 x ^x / ,:, N / moi/ Propos °N / Hous edro x x Vacant -. / / 9 F. B. %" M ,�• (932 2) ",�V / / / '� .N 929.55 / ,.• ///://// / Benchmark r17 / x // 931.58 0) x / 25 0 41.6'7 //' Benchmark dr `/ m (934.8) / 1 CO m (i) x / / i 22.507 -AM im / x to (936.6) r. O l.) / (934.3) N � _ / x x x 00 X / T x o `t / rn M m �N] O 'i:;-5, ...e. O X ia, ... / `� 21 C/1o 0, rn •�� ` I� L L I od 2 ro M N / rn a a a I a m m rn rn / s / o 15 up xL x ^ x x i_.._ N 0 X Oi a o ;Drainage and utility M o eg ° easement per plat a (956.3) M N (950.5) m m 0 N89°57'00"W 105.40 *** Site under construction curb and utilities shown are proposed*** !I S Denotes iron pipe Lowest opening elevation per grading plan :934.8 Lot area =12237 SF 46° Denotes service Lowest floor elevation per grading plan : 926.8 House area =2005 SF Porch area =107 SF 0 Denotes television box Sidewalk area =36 SF ■ Denotes electric box House elevations (Proposed) / As-built Driveway area =629 SF El Denotes telephone box Total Impervious Area =2777 SF X 000.00 Denotes existing elevation Lowest Floor Elevation :(926.8) / Impervious Coverage =22.7% ( 000.00 ) Denotes proposed elevation Top Of Foundation Elev. :(935.5) / BI4 Ct... rar1'L S 17 2..tv3X - Denotes drainage flow direction Garage Slab Elev. © Door :*(933.4)* / Drop 1.4 ft �v A Denotes spike Denotes retaining wall designed and Construction Notes: built by others. 0 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%. i Ai `�;.[« 4. Contractor must verify driveway design. . . 5. Contractor must verify service elevation prior to construction. -A8/� ;Pi . Scale: 1" = 20' 6. Add or remove foundation ledge as required. �� ;,» General Notes: is/TBenchmark: 1. Grading plan by Pioneer Engineering last dated 12/15/17 was used to We hereby certify to McDonald Construction Inc that this survey, plan Top Nut Hydrant determine proposed elevations shown herein. or report was prepared by me or under my direct supervision, and.that Elevation = 2. This survey does not purport to show improvements or encroachments, I am a duly licensed Land Surveyor under the laws of the State of except as shown, as surveyed by me or under my direct supervision. Minnesota, dated 07/17/18. 3. Proposed building dimensions shown are for horizontal location of structures on the lot only. Contact builder prior to construction for approved construction Signed: io eer En ineering, P.A. Revisionps .)07-1S-18Stake house lans. 1 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: _ 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.cam 6. Bearings shown are based on an assumed datum. PIONEER engineering,PA. Lot 21, Block 1, SUMMERBROOKE Certificate of Survey for: I TVIL ENCANEER, LAND PLAN\CRS LAND SURVEYORS L>NDSCARC ARCIIRICTS according to the recorded plat thereof McDonald Construction Inc 2422 Enterprise Drive Ph.:(651)681-1914 Dakota County, Minnesota Mendota 1-leights,MN 55120 Fax:(651)681-9488 7601 145th St W www.pioneereng.com Address: 782 Summerbrooke Court, Eagan, Minnesota Apple Valley,MN 55124-7599 House Model: Elevation: Phone:(952)432-7601/Fax:(952)432-1368 Project#:118210000 Folder#:7898 Drawn by:MTW Buyer: Anderson ©Pioneer Engineering