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3646 Springwood Ct _ Use BLUE or BLACK Ink _ ~ For_Office Use _ ~ non $o j Permit ~i~ City of Ea t o l i I Permit Fee. 3830 Pilot Knob Road Eagan MN 55122 ~C)~ Date Received: Phone: (651) 675-5675 1` I / I Fax: (651) 675-5694 S I Staff: L I I I 2 12 RESIDENTIAL BUILDING PERMIT APPLICATION Date: ( to Site Address: (7 S"%~o Unit ` Name: /Vi9 C_- O Phone: RESIDENT / OWNER Address / City / Zip:§ Applicant is: Owner _LZContractor ~Q ' ! J I i .e 11~; i, e_ J p TYPE OF WORK Description of work /VZC✓ Construction Cost: (L L Multi-Family Building: (Yes No Company: Contact: v lver_~! cJ! o Address: 3Se7<'s vc (~t/dd AqAcity: Cu` CONTRACTOR s~,n c State: Mxw~ Zip: Phone: 49//V el;;~o~ warne.J License ? Lead Certificate If the project is exempt from lead certification, please explain why: (see Page 3 for additional information) COMPLETE THIS AREA ONLY IF CONSTRUCTING A NEW BUILDING In the last 12 months, has the City of Eagan issued a permit fora simil Ian base on a master plan? _Yes _No if yes, date and address of master plan: Licensed Plumber: /,-ola lep~2 we-C %`iPhone:1%;?) J <J " ~f1 1' Mechanical Contractor: ! Lr Phone: / Sewer & Water Contractor: Phoni6j-/) NOTE: Plans and supporting documents at you submit are considered to be public information. Portions of the information may be classified as non-public if you provide specific reasons that would permit the City to conclude that the are trade secrets. 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.org 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 approval of plans. 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. x x Applic nt's Pr ted Name Applicant' gnature Page 1 of 3 -3 . C~_ )0%33Z, DO NOT WRITE BELOW THIS CINE SUB TYPES _ Foundation Fireplace _ Porch (3-Season) _ Storm Damage Single Family _ Garage _ Porch (4-Season) Exterior Alteration (Single Family) - Multi _ Deck _ Porch (Screen/Gazebo/Pergola) _ Exterior Alteration (Multi) 01 of - Plex _ Lower Level _ Pool _ Miscellaneous Accessory Building WORK TYPES New _ Interior Improvement _ Siding _ Demolish Building* _ Addition _ Move Building _ Reroof _ Demolish Interior _ Alteration _ Fire Repair _ Windows _ Demolish Foundation _ Replace _ Repair _ Egress Window _ Water Damage Retaining Wall *Demolition of entire building - give PCA handout to applicant DESCRIPTION Valuation I t Occupancy MCES System Plan Review Code Edition Ai. j#1 SAC Units (25%_ 100%1) Zoning City Water Census Code Stories Booster Pump # of Units Square Feet PRV # of Buildings Length Fire Sprinklers Type of Construction Width REQUIRED INSPECTIONS Footings (New Building) Meter Size: Footings (Deck) Final / C.O. Required Footings (Addition) Final / No C.O. Required Foundation HVAC _ Gas Service Test Gas Line Air Test Drain Tile Other: Roof: -Ice & Water -Final Pool: Footings Air/Gas Tests -Final Framing Siding: -Stucco Lath Stone Lath -Brick Fireplace: Rough in Air Test Final Windows Insulation Retaining Wall: _ Footings _ Backfill _ Final Sheathing Radon Control Sheetrock Erosion Control Reviewed By:sue, Building Inspector RESIDENTIAL FEES Base Fee ' Surcharge3-,f qq~ (11 Plan Review a 0 MCES SAC l t.e City SAC, Utility Connection Charge 000 S&W Permit & Surcharge Y' 3 a Treatment Plant "TV Copies F TOTAL % v Page 2 of 3 New Construction Energy Code Compliance Certificate Per NI 101.8 Building Certificate. A building certificate shall be posted in a pertnaneutly visible location inside Date Certificate Posted the building. The certificate shall be completed by the builder and shall list information and values of components listed in Table N 110 1.8. Mailing Address or (lie Dwelling or Dwelling Unit City 3646 SPRINGWOOD COURT EAGAN Name of Residential Contractor TIN License Number Lennar THERMAL ENVELOPE RADON SYSTEM Type; Check All That Apply X Passive (No Fan) w P ~ T Active ( With fan and ntonometet oi. E we oiliersystetrn monitoring device CJ Q. id 4J G ? ¢ tY1 m N U 'c7 T O vi `8 u LL a Z U O w 76 P R) o ~ a ~ ~ ~ c 'eio 'So F Zo i£ w' 2 ° ti 2 a a Other Please Describe Here Below Entire Slab ; X. Foundation Wall 10 INTERIOR Perimeter of Slab on Grade Rim Joist (Foundation) 10 INTERIOR ar- Rim Joist (1~ FIOOr+) 10 - INTERIOR Wall 211 1 Cellin ,flat as , Ceiling, vaulted as Bay Windows or cantilevered areas 38 21 `.10 5, Bonus room over garage X Describe other sulntedureas~~ 7717777' as Windows & Doors Heating or Cooling Ducts Outside Conditioned Spaces Average U- Factor (excludes skylights and one door) U: 0.29 Not applicable, all ducts located in conditioned space Solar Heat Gain Coefficient (SHGC): 0.29 R•8 R-value MECHANICAL SYSTEMS Make-up Air Select a Type Appliances Heating System Domestic Water Heater Cooling System X Not required per mech. code Fuel.Type . Natural Gas`: Natural. Gas Electric Passive Manufacturer Lennox AO Smith Lennox Powered Interlocked with exhaust device. Model ML193UH110P48 GPV 50N 13ACX-048-230: Describe: Input ill 110 000 Capacity in so Output in 4 Other, describe: Rating or Size RTUS: Gallons: Tons: Heat Loan: Heat Gain: Location of duce or system: Structure's Calculated 90,919 32,908 AFUE or SEER: 13 HSPr% 93 Calculated 39,300 Efficiency coolui lead: Cfm's PLAN 6013 " 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 11 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: Energy Recover Ventilator (ERV) Capacity in cfms: Low: High: Location of duct or system: X Continuous exhausting fan(s) rated capacity in cfms: 3 fans cont. low total I00cfm Mechanical Room Location of fan(s), describe: Owners Bath and JW Bath and 3/4 Bath Cfm's Capacity continuous ventilation rate in cfms: 100 Insulated Flex Total ventilation (intermittent + continuous) rate in cfms: 475 " metal duct Created by BAM version 052009 Ventilation, Makeup and Combustion Air Calculations Submittal Form For New Dwellings These blank submittal forms and instructions are available at the City w,ebsite and at City Hall. The completed form must be submit- ted in duplicate at the,time of.application, of a mechanical permit for new construction. Additional forms may be downloaded and printed at: Site address t0 Qo Date _ Contractor Completed " ~ ZU/ /GNGer ~ e! ~ 1 1 Section A Ventilation Quantity (Determine quantity by using Table N1104.2 or Equation 11-1) Square feet (Conditioned area including Basement - finished or unfinished) 5A, Total required ventilation 200 Number of bedrooms S Continuous ventilation >'ft3>a 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 N3104.2 Total and Continuous Ventilation Rates (in cfm) Number of Bedrooms 1 2 g 4 5 6 Conditioned space (in Total/ Total/ Total/ Total/ Total/ Total/ sq. ft.) continuous continuous continuous continuous continuous continuous 1000-1500 60/40 75140 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 90/45 105/53 120/60 135/68 150/15 165/83 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. GASAFETYUMVent-makeup-comb air submittal (2),docx Page 1 of 6 Section B Ventilation Method (Choose either balanced or exhaust only ❑ Balanced, HRV (Heat Recovery Ventilator) or ERV (Energy Recov- Exhaust only 3 ery Ventilator) cfm of unit in low must not exceed continuous venti- Continuous fan rating in cfm 1 lation rating by more than 100%. ~dTCI %~j,c, Low dm: High cfm: Continuous fan rating in cfm (capacity must not exceed 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 c fm airflow 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 Schedule Description Location Continuous intermittent t, e, ma lae~ ~fz 30 Directions -The ventilation fan schedule should describe what the fan is for, the location, cfm, and whether it is used for continuous m or intermittent ventilation. The fan that is chose for continuous ventilation must be equal to or greater than the low c m 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 Describe operation and control of the continuous and intermittent ventilation) Directions -Describe the operation of the ventilation system, 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 on 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. Section E Make-up air Passive (determined from calculations from Table 501.31) Powered (determined from calculations from Table 501.3.1) Interlocked with exhaust device (determined from calculation from Table 501.3.1) Other, describe: Location of duct or system ventilation make-up air: Determined from make-up air opening table Cfm Size and type (round, rectangular, flexor rigid) (NR means not required) Page 2 of 6 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 orsolid fuel appliances are installed, use the appropriate column. For existing dwellings, see 1MC501.3.3. 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 lost 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 atmospherical- vent or direct vent ap- assisted appliances and gas or oil appliance or ly vented gas or oil pliances or no combus- power vent or direct vent one solid fuel appliance appliances or solid fuel tion appliances appliances appliances Column C Column D Column A Column 8 L a) pressure factor 0.15 0.09 0.06 0.03 (cfm/sf) b) conditioned floor area (0) (including l `~U unfinished basements) 7 Estimated House Infiltration (cfm): [1a © x 1b] 81p 2. Exhaust Capacity a) continuous exhaust-only ventilation system (cfm); (not applicable to ba- lanced ventilation systems such as HRV) b) clothes dryer (cfm) 135 135 135 135 c) 80% of largest exhaust rating (cfm); 300 Kitchen hood typically (not applicable if recirculating system or if powered makeup air is electrically IQ 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); % 7✓ [2a + 2b +2c + 2d] 3. Makeup Air Quantity (cfm) a) total exhaust capacity (from above) b) estimated house infiltration (from above) Cj Makeup Air Quantity (cfm); [3a -3b] G (if value Is negative, no makeup air is needed F4 . For makeup Air Opening Sizing, refer 'n 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.) 8. Use this column If there Is one fan-assisted appliance perventing system, (Appliances other than atmospherically vented appliances may also be in- cluded.) 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, 0. 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. Page 3 of 6 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 ap. assisted appliances and vented gas or oil ap- vented gas or oil ap- Duct di- pliances, or no combos- power vent or direct pliance or one solid fuel pliances or solid fuel ameter tion appliances vent appliances appliance appliances Column A Column 8 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 318-419 196-2S8 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 dud is assumed. Subtract 40 feet for the exterior hood and ten feet for each 90- degree elbow to m- 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. Sections F Combustion air Not required per mechanical code (No atmospheric or power vented appliances) "ie x Passive (see IFGC Appendix E, Worksheet E-1) Size and type X Other, describe: Explanation - if no atmospheric orpower vented appliances are installed, check the appropriate box, not required. If a power vented or atmospherically vented appliance installed, use 1FGCAppendix E, Worksheet E-1(see below). Please enter size and type. Combus- tion air vent supplies must communicate with the appliance or appliances that require the combustion air. Section F calculations follow on the next 2 pages. I Page 4 of 6 Directions - The Minnesota Fuel Gas Code method to calculate to size of a required combustion air opening, is called the Known 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: _ Draft Hood _ Fan Assisted ,Direct Vent input: Btu/hr or Power Vent Water Heater: _ Draft Hood _x Fan Assisted _ Direct Vent Input: ~QU 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: r A ft' LxWxH 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: W 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 S. 4b. Known Air Infiltration Rate (KAIR) Method (DO NOT COUNT DIRECT VENT APPLII~p(CESI Uv Total Btu/hr input of all fan-assisted and power vent appliances Input: 7 O Btu/hr Use Fan-Assisted Appliances column in Table E-1 to find RVFA: DOC) ft' 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: ft' Required Volume Natural draft appliances (RVNDA) Total Required Volume (TRV) = RVFA+ RVNDA TRV = + _ 3,tx+y TRV ft' If CAS Volume (from Step 2) is greater than TRV then no outdoor openings are needed. If CAS Volume (froth Ste 2) is less than TRV then o to STEP S. 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= Step 6: Calculate Reduction Factor (RF). RF =1 minus Ratio RF =1- 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: yJ^ DL Dr! Btu/hr (EXCEPT DIRECT VENT) Combustion Air Opening Area (CAOA): Total Btu/hr divided by 3000 Btu/hr per in' CAOA = 660 /3000 Btu/hr Perin' _ /3. 33 in' Step 8: Calculate Minimum CAOA. Minimum CAOA = CAOA multiplied by RF Minimum CAOA 3. 33 x f = 133 !n' Step 9: Calculate Combustion Air Opening Diameter (CAOD) CAOD =1.13 multiplied by the square root of Minimum CAOA CAOD =1.13,1 Minimum CAOA = A in. diameter go u 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. II Page 5 of 6 Wrl htsoftx Project Summary Job: 6013 Eagan 9 Date: November 16 2012 Entire House By: Scott M ELANDER MECHANICAL INCORPORATED 691 CITATION DRIVE, SHAKOPEE, MN 55379 Phone: 952-045-4692 Fax: 952-445-7487 Email: SALES 0 ELANDERMECHANICAL.COM ■ • - Information For: Lennar l/.40 re -g 90J 9i9 = 021 Notes: 30 6 DDeSign Information Minneapolis-St. Paul, MN, US Winter Design Conditions Summer Design Conditions Outside db -15 OF Outside db 88 OF Inside db 70 OF Inside db 75 OF Design TD 85 OF Design TD 13 OF Daily range M Relative humidity 50 % Moisture difference 26 gr/ib Heating Summary Sensible Cooling Equipment Load Sizing Structure 68377 Btuh Structure 30507 Btuh Ducts 0 Btuh Ducts 0 Btuh Central vent (100 cfm) 9071 Btuh Central vent (100 cfm) 1377 Btuh Humidification 13471 Btuh Blower 1024 Btuh Piping 0 Btuh Equipment load 90919 Btuh Use manufacturer's data Rate/swing multiplier 1.00 Infiltration Equipment sensible load 32908 Btuh Method Simplified Latent Cooling Equipment Load Sizing Construction quality Tight Fireplaces 0 Structure 4670 Btuh Ducts 0 Btuh Heating Cooling Central vent 100 cfm) 1722 Btuh Area (ft2) 5472 5472 Equipment latent load 6392 Btuh Volume (W) 36545 36545 Air changes/hour 0.35 0.35 Equipment total load 39300 Btuh Equiv. AVF (cfm) 213 213 Req. total capacity at 0.70 SHR 3.9 ton Heating Equipment Summary Cooling Equipment Summary Make Lennox Make Lennox Trade MERIT 90 Trade 13ACX SERIES - RFC Model ML193UH110P48C-* Cond 13ACX-048-230'11 GAMA ID 4119048 Coil C33-43*++TDR ARI ref no. 3601597 Efficiency 93 AFUE Efficiency 11.0 EER, 13 SEER Heating input 110000 Btuh Sensible cooling 33250 Btuh Heating output 104000 Btuh Latent cooling 14250 Btuh Temperature rise 62 OF Total cooling 47500 Btuh Actual air flow 1583 cfm Actual air flow 1583 cfm Air flow factor 0.023 cfm/Btuh Air flow factor 0.052 cfm/Btuh Static pressure 0 in H2O Static pressure 0 in H2O Space thermostat Load sensible heat ratio 0.84 001011alic values have been manually overridden Printout certified by ACCA to meet all requirements of Manual J 8th Ed. ,-Q~ -Pt& wrightsofC Right-Suite®Universal 8.0.04RSU13410 2012-Nov-1908:26:26 ACCA ...Thomas H. ElandeSDesktop\Wrightsott Heat Loss\Lennar 6D13.rup Calc m MJB Front Door Faces: Pagel wrightsoft" Component Constructions Job: 6013 Eagan Date: November 16 2012 Entire House By: Scutt M ELANDER MECHANICAL INCORPORATED 591 CITATION DRIVE, SHAKOPEE, MN 55379 Phone: 952445.4692 Fax: 952.445-7487 Email: SALES@ELANDERMECHANICAL.COM Project Information For: Lennar Design Conditions Location: Indoor: Heating Cooling Minneapolis-St. Paul, MN, US Indoor temperature (°F) 70 75 Elevation: 837 ft Design TD (°F) 85 13 Latitude: 45°N Relative humidity 50 50 Outdoor: Heating Cooling Moisture difference (gr/Ib) 54.5 26.1 Dry bulb (°F) -15 88 Infiltration: Daily range°F) - 19 ( M) Method Simplified Wet bulb ) - 71 Construction quality Tight Wind speed (mph) 15.0 7.5 Fireplaces 0 Construction descriptions Or Area U-value Insul R Htg HTM Loss Cig HTM Gain at BtutVWF WF/Btuh BtuhM2 Btuh StuhBF Stuh Walls 12F-Osw: Frm wall, vnl ext, r-21 cav ins, 1/2" gypsum board int fnsh, n 693 0.065 21.0 5.52 3827 0.89 615 2"x6" wood frm a 771 0.065 21.0 5.52 4257 0.89 684 s 743 0.065 21.0 5.52 4105 0.89 659 W 1101 0.065 21.0 5.52 6086 0.89 977 all 3308 0.065 21.0 5.53 18275 0.89 2935 158-10sfc-8: Bg wall, heavy dry or light damp soil, concrete wall, n 352 0.050 10.0 4.25 1496 0 0 r-10 ins, 8" thk a 400 0.050 10.0 4.25 1700 0 0 S 352 0.050 10.0 4.25 1496 0 0 all 988 0.050 10.0 3.91 3857 0 0 Partitions (none) Windows 61 A: VINYL Insulated Glass Double Hung; NFRC rated n 71 0.290 0 24.6 1756 9.21 656 (SHGC=0.29) a 12 0.290 0 24.6 296 30.8 370 S 116 0.290 0 24.6 2859 17.2 1998 W 36 0.029 0 2.46 89 27.4 987 W 189 0.290 0 24.6 4665 30.8 5827 W 78 0.290 0 24.6 1910 30.8 2386 all 502 0.290 0 23.1 11576 24.4 12225 61 A: VINYL Insulated Glass Double Hung; NFRC rated a 124 0.290 0 24.6 3052 28.0 3467 (SHGC=0.26) s 17 0.290 0 24.6 421 15.8 270 all 141 0.290 0 24.6 3474 26.5 3737 61 A: VINYL Insulated Glass Double Hung; NFRC rated w 41 0.290 0 24.6 1006 31.7 1294 (SHGC=0.30) Doors 11,10: Door, mtl fbrgl type a 40 0.600 6.3 51.0 2023 14.9 591 W 19 0.600 6.3 51.0 983 14.9 287 all 59 0.600 6.3 51.0 3006 14.9 879 Ceilings 16CR-44ad: Attic ceiling, asphalt shingles root mat, r-44 tali ins, 2114 0.022 44.0 1.87 3953 0.84 1784 5/8" gypsum board int Irish ~--k+.-- -Fjd- wrightsoTt- Right-Suite®Urtivomal 8.0.04 RSU13410 2012-Nov-19 08 6:25 /fi .CA ...Thomas H. Elancf.ADesktop\Wrightsoft Heat LosslLennar 6013.rup Calo - We Front Door faces: Page 1 Floors 20P-38c: Fir floor, frm fir, 12 thkns, carpet fir fnsh, r-5 ext ins, r-38 304 0.030 38.0 2.55 775 0.25 76 cav ins, gar ovr 20P-38v: Fir floor, frm fir, 12" thkns, vinyl fir fnsh, r-5 ext ins, r-38 50 0.030 38.0 2.55 128 0.25 13 cav ins, gar ovr 21A-32t: Bg floor, heavy dry or light damp soil, 8' depth 1760 0.020 0 1.70 2992 0 0 I ,t~.- -PW wrightsoft- Right-Sulte® Universal 6.0.04 RSU13410 2012-Nov-1908:26:25 / C+A ...Thomas H. ElandeADesktoplWrightsoft Heat Loss\Lennar 6013.rup Calc R MJ8 Front Door faces: Page 2 VIE, L t1 ~ r' ~I 7 - - R a ' ~~y N N N N r N r r p H v [7 l'7 M M r - N P'1 N r ie- ~ a `m S~ A i C m w q:rLG"000 O q 13 O a s a. V o m N =1 a z a > W LU w~ W w ~ ¢ a ¢ N o o m n m m m m a m m in m m m z z It 0 m S a o c~ z Y V... R N CO t0 0 N N fQD w ?S n hN. X X C o Q' O .y. 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Q` 3. y, ~ a C ~ {Vp d S~ 0 0- 0 00 -0 CL a 4 lu o = a m z M J pw0 IIS a.. 0 F- O X X V~ to co N 0 0 00 2' ? r~?{+( W w LU 1- Z iW O O O < ¢ m z z z 0 Cal f QQ C9 U am C'! W m :S a co z<rv a a c CL c ~c=nc=ntt ~a t1 ~ d' J ~ iLC N Q ~ _ CC z ~ ~ . c t~i c~ c7 m d s z 1u w c!) v w M uzi d z z N Z o ' ae ' Q ~ z " R L'i -j O Q N N IV- `O ` C 0 W C --i LL rt ~z= 3'~Q CL 0 N C 0 a ° o C_C M d ~J tq G ' S m r ti T1 City Inspection Dept. Copy y~ City of f Eapn 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 STONEHAVEN 3rd ADDITION Lot Number 6 Block Number 1 Address 3646 Springwood Ct. Builder Lennar Homes Phone Number: 612-490-0975 Contact: Troy Hendrickson Tree Protection Requirements: X Tree Protection Fencing Installed on Site Oak Tree Pruning (Immediately seal wounds during April 1 to July 31) Therapeutic Pruning Required Retaining Wall To Be Installed Other: Replacement Trees: X Not Required E/' ^ A As Follows: UAN FORESTRY DIVISION REVIEWED Attachments: R X Yes (Refer to attach d'F~dclr for details) No DATE l ~ -Z6 Additional Notes: t H:\ghove\2012fi1e\treepres\Tree Preservation Plan Stonehaven 3rd Addition Lot 6, oc i PICNEERengineering CIVIL ENGINEERS LAND PLANNERS LAND SURVEYORS LANDSCAPE ARCHITECTS 2422 Enterprise Dave, Mendota Heights, MN 55120, Phone: (651) 681 1914 Fax: (651) 681 9488 - Pioneereng.com Certificate of Survey for: LENNAR HOMES \ ADDRESS: 3646 SPRINGWOOD COURT, EAGAN, MN O r~ BUYER: INVENTORY MODEL: 6013 ELEVATION: D3 LOT AREA =17539 sf \ HOUSE AREA =2410 sf ` G PORCH AREA =195 sf R~ r o96 / DRIVEWAY AREA =896 sf SQ n 1A a r SIDEWALK AREA =86 sf 9°y9 J~ \ \ O o^ `I COVERAGE =20.0 % GJZ• ~2~\ S3o BUILDING COVERAGE =14.9 % ASS 909.6 VACANT 9101 p99 4j X8 Q ~-910.4 1. 772 If _ / L9 J _ BENCH MARK: ' _TOP OF SPIKE (910.6 ■ - 09.4 ELEV.=909.39 BENCH MARK: ®f r dz .k TOP OF SPIKE o~ ° 9093 \ ELEV.=909.59 P 03 51 tc' \ sr8 ,29 0 0 8 /r \ ~91j w 1 RO?~NAy \p9y ~p~p 3 6 ` S~ \ j I \oR 1ry~) Z ~ - `9p9/ z~ \9Q31 37 Cli 0 p / O~ 2I 3.6 / r' 1113, p0~o Q /0 \ o N ~~~,r ~a 6/GPFtPG QFZpP~S~ p eo3.o \ h 0~ 41. so f / ~0 g. o~` 1~p0 > l 7 / N 1/ p 9/ B 900.4 ~ p 61.5 0 DETAIL] 1'905-1 / / 1 so 5 10p x u / X904 J fTl \ otiro '6 / 9 1/. 90 .9 \ y/ 903.1 ~ ~90~7 900.0 ` 1 J J 1 x s0~.s 559 15 ~p 9o2t 0 So X 9021 / A~~~~ 9.9 A i 9.9 / X 897.§ /2p pp 11 1 899.0 0) / / 7. / I ~ 1 . 897.4 51 'C s F o ~ - w 0b 41 tot A O*N r f p rn ~~R` Imo, 1 ~ (90a N 1 , WETLAND (902.1) BENCH MARK: TOP NUT HYDRANT ELEV.= N89°59'46"W NOTE: ADD FOUNDATION LEDGE AS REQUIRED 45.44 LOWEST ALLOWABLE FLOOR ELEVATION :902.9 NOTE: GRADING PLAN BY PIONEER ENGINEERING LAST DATED 9/22/11 WAS USED TO DETERMINE THE PROPOSED ELEVATIONS SHOWN ON THIS CERTIFICATE. HOUSE ELEVATIONS :(PROPOSED ASBUILT NOTE: PROPOSED BUILDING DIMENSIONS SHOWN ARE FOR HORIZONTAL LOCATION OF STRUCTURES ON THE LOT ONLY. CONTACT BUILDER PRIOR TO LOWEST FLOOR ELEVATION :(904.6) CONSTRUCTION FOR APPROVED CONSTRUCTION PLANS. / TOP OF FOUNDATION ELEV. (912.8) NOTE: NO SPECIFIC SOILS INVESTIGATION HAS BEEN PERFORMED ON THIS LOT BY THE SURVEYOR. THE SUITABILITY OF SOILS TO SUPPORT THE SPECIFIC GARAGE SLAB ELEV. ® DOOR (912.3) HOUSE PROPOSED IS NOT THE RESPONSIBILITY OF THE SURVEYOR. NOTE THIS CERTIFICATE DOES NOT PURPORT TO SHOW EASEMENTS OTHER THAN THOSE SHOWN ON THE RECORDED PLAT. X 000.00 DENOTES EXISTING ELEVATION NOTE CONTRACTOR MUST VERIFY DRIVEWAY DESIGN. ( 000.00 ) DENOTES PROPOSED ELEVATION DENOTES DRAINAGE ROW DIRECTION NOTE: BEARINGS SHOWN ARE BASED ON AN ASSUMED DATUM DENOTES SPIKE WE HEREBY CERTIFY TO LENNAR HOMES THAT THIS IS A TRUE AND CORRECT REPRESENTATION OF A SURVEY OF THE BOUNDARIES OF: LOT 6, BLOCK 1, STONEHAVEN 3RD ADDITION DAKOTA COUNTY, MINNESOTA IT DOES NOT PURPORT TO SHOW IMPROVEMENTS OR ENCROACHMENTS, EXCEPT AS SHOWN, AS SURVEYED BY ME OR UNDER MY DIRECT SUPERVISION THIS 16TH DAY OF OCTOBER, 2012. REVISED: NOTE. . SIGNED/JI7 ENGINEERING, P.A. 10/18/12 stake house SCALE 1 INCH = 30 FEET BY: 7352 112229004 Peter J. Hawkinson License No. 42299 LOT SURVEY CHECKLIST FOR RESIDENTIAL F j BUILDING PERMIT APPLICATION PROPERTY LEGAL: Rl'zr DATE OF SURVEY: Id~I9~IZ LATEST REVISION: d a~ c ca U O z Q DOCUMENT STANDARDS -~z ❑ ❑ • Registered Land Surveyor signature and company ❑ p • Building Permit Applicant ,g' ❑ ❑ • Legal description ❑ 0 • Address ❑ ❑ • North arrow and scale ~y ❑ ❑ • House type (rambler, walkout, split w/o, split entry, lookout, etc.) ,B 0 ❑ • Directional drainage arrows with slope/gradient % '2 ❑ ❑ • Proposed/existing sewer and water services & invert elevation 'z D 0 * Street name ,e' 0 0 • Driveway (grade & width - in R/W and back of curb, 22' max.) ❑ ❑ • Lot Square Footage .e' ❑ 0 • Lot Coverage ELEVATIONS Existing ❑ 0 • Property corners 0 0 Top of curb at the driveway and property line extensions ❑ ❑ • Elevations of any existing adjacent homes ~j 0 ❑ • Adequate footing depth of structures due to adjacent utility trenches ❑ ❑ . Waterways (pond, stream, etc.) Proposed ❑ ❑ . Garage floor ❑ 0 • Basement floor ❑ ❑ • Lowest exposed elevation (walkout/window) ❑ ❑ • Property corners 0 0 • Front and rear of home at the foundation PONDING AREA (if applicable) ❑ ❑ Easement line 0 '0 0 • NWL 0 ~7 0 • HWL p ❑ • Pond # designation ❑ ❑ • Emergency Overflow Elevation ❑ • Pond/Wetland buffer delineation Y • Shoreland Zoning Overlay District N • Conservation Easements DIMENSIONS erg- ❑ ❑ • Lot lines/Bearings & dimensions ❑ ❑ • Right-of-way and street width (to back of curb) 0 0 • Proposed home dimensions including any proposed decks, overhangs greater than 2', porches, etc. (i.e. all structures requiring permanent footings) ❑ ❑ • Show all easements of record and any City utilities within those easements 0 0 • Setbacks of proposed structure and sid yard setback of adjacent existing structures ❑ 0 • Retaining wall requirements: Reviewed By: Date WFORMSBuilding Permit Application Rev. 11-26-04 PCIVIL ENGINEERS LAND PLANNERS LAND SURVEYORS LANDSCAPE ARCHITECTS 2422 Enterprise Drive, Mendota Heights, MN 55120, Phone: (651) 681 1914 Fax: (651) 681 9488 - Pioneereng.com Certificate of Survey for: LENNAR HOMES 3.1 ma)el um Slope$ ADDRESS: 3646 SPRINGWOOD COURT, EAGAN, MN BUYER: INVENTORY MODEL: 6013 ELEVATION: D3 or Wall WIN GPI LOT AREA =17539 sf Be F,t*( uir6d HOUSE AREA =2410 sf PORCH AREA =195 sf DRIVEWAY AREA IDEWALK 6 f S AREA =86sf Rp A ti ~1 COVERAGE =20.0 % 909.6 s~p7 VACANT BUILDING COVERAGE =14.9 % x 910.1 1O / C~• t..,. 99 ^ A8 tJ i~~ 191 \ \i ?J BENCH MARK: 910.6 m (1) 2 - TOP OF SPIKE 09.4 C" 'IBENCH MARK: r A ~I' ELEV.=909.39 "Cp C"MICOTOP OF SPIKE 90.3 17 ELEV.=909.59 90 oS~o otc 861 9 / f91j \ w PROpIE~P~ ~~0°95 ~tJ >6 J \ Z\\ - lgOg. j 100 Q. 9Q3.1 1J. 903.6 Q cf) \ I3 s 9 0° O / O / \ P Q ~A 903.0 ~1/T G~Fz., - Q~OO~S~ .f1 p' p \ h / J N O Q 90 7O 900.4 DETAIL/ N 1'x06.1 ~p0 X21 \ fa~s X A6 X904 2 J m 65- 90 903.1 0, 900 j JJP X 902.1 0 901 559~15~ ~~F~Q~` X 902.1~~~~ Q1~ 9.9 II 4 .Xy897'4 oo I I 899.0 , i~ I ~ 897.4 ` i 5 cb~ ~A:) rod 0 \ (9032 N WETLAND By x.._ (902.1) IC.., BENCH MARK: k.HGAN t'.1VtiiLNGt1{LVi~i U1CYt'. TOP NUT HYDRANT to ELEV.= N89059'46 W NOTE: ADD FOUNDATION LEDGE AS REQUIRED 45.44 LOWEST ALLOWABLE FLOOR ELEVATION :902.9 NOTE: GRADING PLAN BY PIONEER ENGINEERING LAST DATED 9/22/11 WAS USED TO DETERMINE THE PROPOSED ELEVATIONS SHOWN ON THIS CERTIFICATE. HOUSE ELEVATIONS : (PROPOSED) /ASBUILT NOTE: PROPOSED BUILDING DIMENSIONS SHOWN ARE FOR HORIZONTAL LOCATION OF STRUCTURES ON THE LOT ONLY. CONTACT BUILDER PRIOR TO LOWEST FLOOR ELEVATION (904.6) CONSTRUCTION FOR APPROVED CONSTRUCTION PLANS. / TOP OF FOUNDATION ELEV. (912.6) NOTE: NO SPECIFIC SOILS INVESTIGATION HAS BEEN PERFORMED ON THIS LOT / BY THE SURVEYOR. THE SUITABILITY OF SOILS TO SUPPORT THE SPECIFIC GARAGE SLAB ELEV. @ DOOR (912.3) HOUSE PROPOSED IS NOT THE RESPONSIBILITY OF THE SURVEYOR. NOTE: THIS CERTIFICATE DOES NOT PURPORT TO SHOW EASEMENTS OTHER THAN THOSE SHOWN ON THE RECORDED PLAT. X 000.00 DENOTES EXISTING ELEVATION NOTE: CONTRACTOR MUST VERIFY DRIVEWAY DESIGN. ( 000.00 ) DENOTES PROPOSED ELEVATION DENOTES DRAINAGE FLOW DIRECTION NOTE: BEARINGS SHOWN ARE BASED ON AN ASSUMED DATUM -A-- DENOTES SPIKE WE HEREBY CERTIFY TO LENNAR HOMES THAT THIS IS A TRUE AND CORRECT REPRESENTATION OF A SURVEY OF THE BOUNDARIES OF: LOT 6, BLOCK 1, STONEHAVEN 3RD ADDITION DAKOTA COUNTY, MINNESOTA IT DOES NOT PURPORT TO SHOW IMPROVEMENTS OR ENCROACHMENTS, EXCEPT AS SHOWN, AS SURVEYED BY ME OR UNDER MY DIRECT SUPERVISION THIS 16TH DAY OF OCTOBER 2012. REVISED: NOTE: SIGNED: ION E ENGINEERING, P.A. 10/18/12 stake house SCALE : 1 INCH = 30 FEET BY: Peter J. Hawkinson License No. 42299 7352 112229004 City of EAddress: 3646 Springwood Ct Zip: 55123 Permit 108332 The following items were / were not completed at the Final Inspection on: Complete Incomplete Comments 1 Final grade - 6" from siding Permanent steps - Garage Permanent steps - Main Entry Permanent Driveway Permanent Gas Retaining Wall or 3:1 Max Slope Sod / Seeded Lawn Trail / Curb Damage, Porch t7 Lower Level Finish Deck Fireplace • Verify with your builder that roof test caps from the plumbing system have been removed. • Turn off water supply to the outside lawn faucets before freeze potential exists. • Call the Engineering Department at (651) 675-5646 prior to working in the right-of-way or installing an irrigation system. Building Inspector: GABuilding InspectionsTORMS\Checklists f Use BLUE or BLACK Ink I For Office Use I V 'I City Ol Lap ~11 C Permit#: i,~tjA`i 1 6 2n ~ Permit Fee: a-35.'3q 3830 Pilot Knob Road I I Eagan MN 66122 I Date Received: J AP I f I Phone: (661) 676-6676 Fax: (661) 676-6694 1 Staff: I I I APPLICATION 2014 RESIDENTIAL BUILDING''`` PERMIT 1'ld Date: Site Address:~lU o Sr Y Vl!U a ~o"+ Unit u Name: rlh med ~f lr%d PhoneA4 192_ 1-M Resident/ /I-- Owner Address/ City /Zip:,3(pgtY t)Pdr)qWQ0J CbU-4- Applicant is: Owner -X_ Contractor nay V L~ Description of work: COnS~nAC I ► O n of ris lei l l / , Y L[ / r Type of Work ~ I Construction Cost: Z5166() SiQU~ ~o Multi-Family Building: (Yes / No ) Company: I CLCf SI bn C ~ c_KS U.-C Contact: 6oU ~J Contractor Address:2- 0 1 /v i'5+Yt Pfyc IV City: Urcorar t State: m ~ Zip:'55.J`'(O Phonkli2 2-Z$ I Email: bbio le p5d L(gg? - co m l License 6000 ~_J Lead Certificate If the project is exempt from lead certification, please explain why: (see Page 3 for additional information) 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: Phone: Mechanical Contractor: Phone: Sewer & Water Contractor: Phone: NOTE: Plans and supporting documents that you submit are considered to be public information. Portions of L the information may be classified as non-public if you provide specific reasons that would permit the City to conclude that they are trade secrets. 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.ooaherstateonecall.ora I hereby acknowledge that this information is complete and accurate; that the work wil I 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 approval of plans. 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. t X. Undsctv ball Applica is Printed Name Applicant's Signaturd~i Page 1 of 3 s p 3 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 4V Valuation G _ Occupancy MCES System Plan Review Code Edition pp7 SAC Units (25%_ 100% V) Zoning City Water Census Code Stories - Booster Pump # of Units / Square Feet 3 7ti PRV # of Buildings / Length Fire Sprinklers Type of Construction Width_ REQUIRED INSPECTIONS Footings (New Building) Meter Size: Footings (Deck) Final / C.O. Required Footings (Addition) Final / No C.O. Required Foundation HVAC _ Gas Service Test Gas Line Air Test Roof: -Ice & Water -Final Pool: -Footings -Air/Gas T s -Final Framing Drain Tile Fireplace: -Rough In -Air Test -Final Siding: -Stucco L Stone Lath Brick Insulation Windows Sheathing Retaining Wall: _ Foo I _ ackfill _ Final Sheetrock Radon Control Fire Walls Erosion Control Braced Walls Other: Reviewed By: , Building Inspector RESIDENTIAL FEES 9 37k L 4 1,5-'2 /Q Base Fee 3" i t Surcharge Plan Review QG MCES SAC City SAC Utility Connection Charge S&W Permit & Surcharge Treatment Plant Copies 3 TOTAL Page 2 of 3 /C) 3~ q PleNEERengineering CIVIL ENGINEERS LAND PLANNERS LAND SURVEYORS LANDSCAPE ARCHITECTS 2422 Enterprise Drive, Mendota Heights, MN 55120, Phone: (651) 681 1914 Fix: (651) 681 9488 - Pioneereng.com Certificate of Survey for: LEN N AR HOMES 3:1 Maximum Slopes ADDRESS: 3646 SPRINGWOOD COURT, EAGAN, MN BUYER: INVENTORY MODEL: 6013 ELEVATION: D3 or 1i-t'!19 Wsll W" LOT AREA =17539 sf Be FjeK4ulred -.J OQ / HOUSE AREA =2410 sf G PORCH AREA =195 sf \ DRIVEWAY AREA =896 sf SIDEWALK AREA =86 sf COVERAGE =20.0 % VACANT BUILDING COVERAGE =14.9 % x 910.1 909.6 " 9 /O ^ S' A ~:1 \ 910.4 ~ ~ 1 \ \ r`91J !1/ 0 la}1 1 \i 2J BENCH MARK: C (910,9 fn , TOP OF SPIKE ■ ~7I1.2 09.4 ELEV.=909.39 BENCH MARK: r rk~ 19MCOTOP OF SPIKE .P I 90.3 \ y r? ELEV.=909.59 00 p~~p `off atG'~ 883 9 61 S) \ j ~R\ 121 : \ 690 l 13. 903.6 Q~~ Op~AJ J e oo Q Q / Q \ 9 9 6 903.0 \ 01~r /Gp~i - QFLOO~SO 00 \ 0' 1 J 900.4 'j N so . O DETAILS N i~ 1 06.1 ~~a CT1 i cS0 `ill{ ~x A6 / X904 2 -J m 1l 9~ry 6 l 90 \ 03.1 ~iG - g~~• 900 i~ O \3, / j / ^ I' X 902.1 0 90 W T 905 o ` / r V Y.. : - X1891 . Op 11 I - 699.0 . 13 I . (n _ " 1~ I 897.4 DATE: •Z? 11 \ ; ' 5 I-- - BUILDING 4` -'0nL. Tl0NS D 1`'! N ,lv .s (o jv (fl to !'9032 N `a,~, - WETLAND B- (902.1) D.._~ / . BENCH MARK: TOP NUT HYDRANT E.AGAN E1ViilNr.KLVIi Ur~Yt'. ELEV.= N89059'46"W NOTE: ADD FOUNDATION LEDGE AS REQUIRED 45.44 LOWEST ALLOWABLE FLOOR ELEVATION :902.9 NOTE: GRADING PLAN BY PIONEER ENGINEERING LAST DATED 9/22/11 WAS USED TO DETERMINE THE PROPOSED ELEVATIONS SHOWN ON THIS CERTIFICATE. HOUSE ELEVATIONS : (PROPOSED) /ASBUILT NOTE: PROPOSED BUILDING DIMENSIONS SHOWN ARE FOR HORIZONTAL LOCATION OF STRUCTURES ON THE LOT ONLY. CONTACT BUILDER PRIOR TO LOWEST FLOOR ELEVATION (904.6) CONSTRUCTION FOR APPROVED CONSTRUCTION PLANS. TOP OF FOUNDATION ELEV. (912.6) / NOTE: NO SPECIFIC SOILS INVESTIGATION HAS BEEN PERFORMED ON THIS LOT / BY THE SURVEYOR. THE SUITABILITY OF SOILS TO SUPPORT THE SPECIFIC GARAGE SLAB ELEV. ® DOOR :(912.3) HOUSE PROPOSED IS NOT THE RESPONSIBILITY OF THE SURVEYOR. NOTE: THIS CERTIFICATE DOES NOT PURPORT TO SHOW EASEMENTS OTHER THAN THOSE SHOWN ON THE RECORDED PLAT. X 000.00 DENOTES EXISTING ELEVATION NOTE: CONTRACTOR MUST VERIFY DRIVEWAY DESIGN. ( 000.00 ) DENOTES PROPOSED ELEVATION DENOTES DRAINAGE FLOW DIRECTION NOTE: BEARINGS SHOWN ARE BASED ON AN ASSUMED DATUM -A- DENOTES SPIKE WE HEREBY CERTIFY TO LENNAR HOMES THAT THIS IS A TRUE AND CORRECT REPRESENTATION 'OF A SURVEY OF THE BOUNDARIES OF: LOT 6, BLOCK 1, STONEHAVEN 3RD ADDITION DAKOTA COUNTY, MINNESOTA IT DOES NOT PURPORT TO SHOW IMPROVEMENTS OR ENCROACHMENTS, EXCEPT AS SHOWN, AS SURVEYED BY ME OR UNDER MY DIRECT SUPERVISION THIS 16TH DAY OF OCTOBER 2012. REVISED: NOTE: SIGNED: ION ENGINEERING, P.A. 0 18 12 stake house 10/18/12 SCALE 1 INCH = 30 FEET BY: 7352 112229004 Peter J. Hawkinson License No. 42299 �i � .. �. .� ',� , ...1 � ,?°�� :.�� ,5"'f s;i 1 / � :, _ _ , �yi .r- �� ��,r 4 �.. � r a � CONSERVATION EASEMENT , THIS CONSERVATION EASEMENT is made this �da of 1��'I� 2012 � Y > > by U.S. HOME CORPORATION, a Delaware corporation, (hereinafter referred to as "Landowner"), and the CITY OF EAGAN, a municipal corporation, organized under the laws of the State of Minnesota(hereinafter referred to as the "City"). WITNESSETH: That the Landowner, in consideration of the sum of One Dollar ($1.00) and other good and valuable consideration, the receipt and sufficiency of which is hereby acknowledged, does hereby grant and convey unto the City, its successors and assigns, a permanent conservation easement for the purpose of preserving and protecting the natural character of the easement area, over and across that part of Outlot C, D and F, STONEHAVEN 1ST ADDITION, according to the recorded plat thereof, Dakota County, Minnesota described as follows: Commencing at the southwest corner of said Outlot C, thence on an assumed bearing of South 89 deg�rees 59 minutes 46 seconds East, along the south line of said STONEHAVEN 1 T ADDITION, a distance of 108.90 feet to the point of beginning of the easement to be described; thence North 67 degrees 58 minutes 42 seconds East, a distance of 69.32 feet to a southwesterly line of said Outlot D; thence North 80 degrees 35 minutes 4lseconds East, a distance of 156.52 feet to a southeasterly line of said Outlot D; thence North 40 degrees 28 minutes 37 seconds East along said southeasterly line, a distance of 169.73 feet to an angle point in southeasterly line; thence South 60 degrees 06 minutes 31 seconds East, along a southerly line of said Outlot D, a distance of 152.54 feet; thence South 10 degrees 08 minutes 37 seconds West, a distance of 106.35 feet to the south line of said STONEHAVEN 1ST ADDITION; thence North 89 degrees 59 minutes 46 seconds West, along said south line a distance of 442.37 feet to the point of beginning. See also, Exhibit"A" attached hereto and incorporated herein. (hereinafter the "Easement Area.") CoNSExvAT�oN RESTRICTIONS. The Landowner, for itself, and its successors and assigns, covenants and agrees that it shall not itself perform nor shall it give permission to any third party to perform any of the following activities within the Easement Area: A. Constructing, installing, storing or maintaining anything made by man, including but not limited to, buildings, structures, fences, walkways, clothes line poles and playground equipment; B. Parking of vehicles; C. Planting of gardens, trees, shrubs, bushes or other landscaping vegetation; D. Storage of firewood; or E. Clear-cutting or removal of native vegetation or trees; except the permitted activities listed as items 1, 2 and 3 below. The Landowner, for itself and its successors and assigns, further covenants and agrees that the Easement Area shall be continued in its present condition, save and except as may be required to: 1. Control, manage and eliminate noxious weeds and prohibited invasive species. "Noxious Weeds," both "primary" and "secondary" as defined, adopted and listed by the Dakota County Soil and Water Conservation District, shall be removed, but only in accordance with recommended and accepted control methods. Vegetation that is considered to be a nuisance (e.g., overhanging, damaged or dead limbs or vegetation protruding through fences), or presents a real or potential hazard to personal property, may be trimmed in accordance with accepted standards; 2. Allow the City to use and exercise its easement rights to that portion of the Easement Area that may be encumbered by a drainage and utility easement; or 3. Allow any federal, state or local government agency, other than the Landowner, which may have jurisdiction over the Easement Area to enforce any rule, ordinance, statute or regulation. Landowner, its successors and assigns does covenant with the City, its successors and assigns, that it is the Landowner of the premises aforesaid and has good right to grant and convey the Conservation Easement to the City. 2 3 IN TESTIMONY WHEREOF, the Landowner has caused this Agreement to be executed as of the day and year first above written. U.S. HOME CORPORATION, a Delaware corporation By: Its: STATE OF MINNESOTA) )ss. COUNTY OF �� The f regoin was acknowledged before me this � day of ' �` , 2012, by , the V� G�n cS i r'��� of U.S. H CORPORATION, a Delaware corporation, on behalf of th corporation. oF�xESr�r CAROLE f00HEY x�, �� Notaryf'ublic € State of Minnesota �,t �y4' My Commission Expires - �--- -._. � ,.�� January 31, 2017 ____. 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O I ➢� I � / = _ � � � � EXHIBIT CBCI F1IC: 109Z94100 WETLAND °' � "C/� �������en�'ineerin�' CONSERVhT10NE51.1T ���CZ�pti�n Sk�tch � a" ���•��.�����r,� uvo.�.�� �,...os�a��,�� �.v s ,,a���, Foldert?: 3?98 LE�T� �_CD (651)681-1914 �azz�,«�P��s=o��� Fnx:6869459 Drawn by: PJB � rn��aa;:,h��,n�,Mn ss�zo .���w.p�o�����g.<om 2i�nn¢c:,......F�ol.,..�;..e