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1474 Steeplechase Lane L Use BLUE or BLACK Ink For Office Use j - r2ak ~v I b I 1 Permit Uty of Eajan I l 1 I Permit Fee: l 3830 Pilot Knob Road , f 1 Eagan MN 55122 Date Received: Phone: (6511#75-5675 Fax: (651) 615~6694 Staff: i I~"~ 2012 FIRE SUPPRESSION SYSTEMS PERMIT APPLICATION* Date: 1 -2 Site Address L,5;, P ( t ~ Tenant: c h 2P~ I e S2 `7 ~1 O ✓~'i P~ Suite Name: Phone: PROPERTY OWNER address / City / Zip: ' . . r Applicant is Owner Contractor TYPE OF WORK I Description of work: 71-e 6<1j lave ~ SU s 4a e e Construction Cost Estimated Completion Date Name: crs~~~, r 7. License CONTRACTOR Address` 4 ? r c i-- c °1 p City: C1 t t~ State: i 'I i Zip: Phone: C Contact: Email: II FIRE PERMIT TYPE WORK TYPE Sprinkler System of heads) New - Addition 11 Fire Pump _ Standpipe _ Alterations _ Remodel Other: Other: DESCRIPTION OF WORK: Commercial Residential Educational ~rr - <=t _.UF FEES $60.00 Minimum (includes State Surcharge) OR Contract Value $ _ x1% If the Permit Fee is less than $10,010, surcharge is $ 5.00 - If the Permit Fee is > $10,010, surcharge increases by $.50 for each $1,000 Permit Fee - $ ' Permit Fee (i.e. a $10,010411,010 Permit Fee requires a $ 5.50 surcharge) = OO Surcharge = $ 2 7 / y TOTAL FEE 3/4" Displacement Fire Meter - $231.00 Fire Meter I n = $ TOTAL FEE "Requirements: 2 complete sets of drawings and specifications, s, r` cut sh sh. eets on n matels a ie-~ >`ria'.s..,nd-compon iipentsto -tz.i be used I hereby apply for a Fire Suppression System permit and acknowledge that the information is complete and accurate; that the work will be in conformance with the ordinances and codes of the City of Eagan and with the Minnesota Building/Fire Codes; 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 a ce with the app ed plan in the case of work which re review and approval of plans. x x Applica is Printed ame App cant s 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.Qopherstateonecali orQ FOR OFFICE USE x REQUIRED INSPECTIONS i Hydrostatic Flow Alarm Drain Test Rough In Trip Pump Test Central Station X Final Conditions of Issuance: L y 4 J Permit Reviewed by Date: J CJ o i9 [ Use BLUE or BLACK Ink rf'~ i For Office use I f I / D Permit Gov city (n1~1f E((n~► U Vp~(?~ I Permit Fee: f» 6i`v I I 3830 Pilot Knob Road I 1`/ I Eagan MN 55122 Date Received: a i Phone: (651) 675-5675 I Staff: Fax: (651) 675-5694 I 2013 RESIDENTIAL BUILDING PERMIT APPLICATION Date: 1 ~1 i) 3 Site Address: ! +_1 5 r -'-I LAIR 414-0- ",J f- Unit Name: T%%_- r'-Az rKlrc/~S I ~L • Phone: hS )_3bJ "Owl Resident/ S ~ j"/ L L Owner Address /City/Zip: 1-1456 SrWtX- A-) LA-)X- k4il p 4J A4, J Applicant is: '%k Owner X Contractor Type . of Work Description of work: /)fVJ l~siJSG•'r~~~- ~~~"~/T r~LJ+J°/V~ /3 Type It "sss Ta~ mm^f R Construction Cost: f ~3 s~ 3 • Multi-Family Building: (Yes / No ) Company: ycp Contact: L-,'"- Address CitYttll~ ALLoAJ Contractor State: N/I Zip: Phone: 12V -3eS Ott I (os~ " 29 9 License E• yS3 fo (o X Lead Certificate A/ 1A- If 0 the project is exempt from lead certification, please explain why: (see Page 3 for additional information) C,0JJ rA4 t_r>,~-J R,6j r p r-- e r r A-` lcc-.k S -sts--)t f 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 ANo If yes, date and address of master plan: Licensed Plumber: S n'i ~r IK ~4.94. Phone: ~O 3 " (o Mechanical Contractor: W*".Xr " Phone: 1.0 Sewer & Water Contractor: Phone: NOTE: Plans and supporting documents that 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 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.aopherstateonecall.orci 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 JrT"/z!•.4ts~. x Applicant's Printed Name Applicant's Signature Page 1 of 3 DO NOT WRITE BELOW THIS LINE L 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 Occupancy,. MCES System Plan Review Code Edition SAC Units ion (25%_ 100%-)(-) Zoning City Water l ~,{n J~'jrr~ Census Code Stories Booster Pump # of Units L Square Feet PRV # of Buildings I Length t Fire Sprinklers Type of Construction - h Width / Q I/ tf 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 ~TeLat -Brick Fireplace: 'Rough In Air Test FinalL~> Windows Insulation Retaining Wall: _ Footings - Backfill _ Final Sheathing Radon Control Sheetrock ~t Erosion Control Reviewed By: , Building Inspector RESIDENTIAL FEES Base Fee l J (d~. ( r Surcharge Plan Review MCES 1 7`s City sac c P) t X i f Utility Connection Charge 12-1 S&W Permit & Surcharge Treatment Plant Copies L l l1 TOTAL S ! I1 X a ge2of3 3 79--) moll Architecture 10 January 16, 2013 Richard Kittredge Steeplechase of Eagan - Carriages v 1442 Steeplechase Lane Eagan, MN 55122 RE: TBI Lots #025, 026, 027, Dear Rick, For TBI Lots #025, 026, 027, and 028, I have reviewed the construction documents for structural integrity. I find no exceptions to the roof framing, floor framing, and foundations including "tall wall" assemblies and lateral stability. If you have any questions or concerns, please do not hesitate to call. Sincerely, Toll Brothers, Inc. -,:'y C:-t; . `-,at 'tis ,irIl, specci- F; ion, or r gpurt eras prcpatred by my direct slpe:vi,icn .va«.,~. LISA GROSSE Date (&f(3 Li ° e 4443335 Lisa M. Grosse, P.E. Assistant Director of Engineering MN License#44835 CC: Sylvia Senseny LMG/sy SECR_1tr0030 AO 60935 EASTERN DIVISION 250 Gibraltar Road ■ Horsham, PA 19044 ■ (215) 293-5300 ■ FAX: (215) 293-5314 PHILADELPHIA ■ ORLANDO ■ DALLAS ■ SEATTLE A 2011 `Brothers COMPANY c I ~ r- CD n A. ~ ~ rt (A fCD ~p r ` 3 ~ ~ ~ C n CD v ry •C ~ v p - N 0 ti u O N ~ W o d o Z (D ? m o m a a o = U) a g 3 o -N s = P a Z p -tr a c o (n a ID 6 c fi s ` z ,L V4 .L c r~ Q~ N Date: 1/17/2013 Revision Date: 1/17/2013 New Construction Site Information Address 1: Toll Brothers Project Steeplechase of Eagan Address 2: 1474 Steeplechase Lane Lot: #28 Block: City: Eagan County: Subdivision: Application Information Business Name: Ray N. Welter Heating MN Contractor License Contact Person: Joe Office Ph: 612-825-6867 Fax: Cell Ph: Address 1: 4637 Chicago Ave. So. City: Minneapols State: MN. Zip Code: 55407 House Details Square Feet: 3906 sq. ft. Avg. Ceiling Ht: 12.5 Number of Bedrooms: 3 ft. Ventilation : Exhaust Total Ventilation Capacity : 214 cfm. Minimum Continuous Ventilation :60cfm. Continuous Ventilation Provided: Exhaust: 60 cfm Intermittent ventilation satisfied by OTHER exhuast appliance. Combustion Appliance Water Heater: Power Vent Input BTUs: 40,000 Independently Vented Furnace/Boiler: Direct Vent/Sealed Combustion Input BTUs: 60,000 Independently Vented Other Combustion Appliances Gas Fired Direct Vent Fireplace(s): Yes Gas Fired Power Vent Fireplace(s): No Gas Fired Natural Draft Fireplace(s): No Solid Fuel Appliance(s): No Exhaust Equipment Exhaust Ventilation Capacity (cfm): 60 Clothes Dryer (cfm): 135 Exhaust Fan Rating (cfm): 400 Make-Up Air No Make-Up Air Required by Code Combustion Air Minimum Combustion Air Requirements Met. Applicant Name (print):_V Signature/Date:% Code Official (print): Signature/Date: 0 2004 CenterPoint Energy Minnegasco. 2004 Mechanical Code Guidelines. Page 1 rightsoft Load Short Form Job: Toll 4 Plex Date: Lot 28 aH By: Ray N Welter Heating Co 4637 Chicago Ave S, Minneapolis, MN 55407 Phone: 612-825-6867 Fax: 612-825-2303 Web: www.mlterheating.com Project Information For: Design Information Htg Clg Infiltration Outside db (°F) -15 88 Method Simplified Inside db (°F) 70 75 Construction quality Tight Design TD (°F) 85 13 Fireplaces 3 (Average) Daily range - M Inside humidity 30 50 Moisture difference (gr/lb) 32 28 HEATING EQUIPMENT COOLING EQUIPMENT Make Trane Make Trane Trade Trane Trade XB13 Model TUC1B060A9361A* Cond 4TTB3024A1 GAMA ID 164847 Coil 4TXFH018AS3+*DHMB060ACV3 ARI ref no. 3555834 Efficiency 92.1 AFUE Efficiency 11.2 EER, 13.3 SEER Heating input 60000 Btuh Sensible cooling 16100 Btuh Heating output 56000 Btuh Latent cooling 6900 Btuh Temperature rise 68 °F Total cooling 23000 Btuh Actual air flow 767 cfm Actual air flow 767 cfm Air flow factor 0.017 cfm/Btuh Air flow factor 0.044 cfm/Btuh Static pressure 0 in H2O Static pressure 0 in H2O Space thermostat Load sensible heat ratio 0.93 ROOM NAME Area Htg load Clg load HtgAVF CIgAVF (ft2) (Btuh) (Btuh) (cfm) (cfm) lot 28 basement 1965 21681 4918 375 218 lot 28 main 1973 22679 12406 392 549 Lot 28 all 3938 44360 17324 767 767 Other equip loads 0 0 Equip. @ 0.93 RSM 16077 Latent cooling 1335 TOTALS 3938 44360 17411 767 767 Printout certified byACCA to meet all requirements of Manual J 8th Ed. + F- wrightsoft- Right-Suite® Universal 7.1.17 RSU11308 2013-Jan-15 16:2315 t W:\Wrightsoft HVAC\Toll 4 Plex.rup Calc = MJ8 Orientation = S Page 5 wrightsoft, Project Summary DJob: ab: Toll 4Plex Lot 28 all By: Ray N Welter Heating Co 4637 Chicago Ave S, Minneapolis, MN 55407 Phone: 612-825-6867 Fax: 612-825-2303 Web: ewiw.welterheatng.com ProiOct Information For: Notes: i- • • • Weather: Minneapolis/St. Paul, MN, US Winter Design Conditions Summer Design Conditions Outside db -15 °F Outside db 88 °F Inside db 70 °F Inside db 75 °F Design TD 85 °F Design TD 13 °F Daily range M Relative humidity 50 % Moisture difference 28 gr/lb Heating Summary Sensible Cooling Equipment Load Sizing Structure 44360 Btuh Structure 17324 Btuh Ducts 0 Btuh Ducts 0 Btuh Central vent (0 cfm) 0 Btuh Central vent (0 cfm) 0 Btuh Humidification 0 Btuh Blower 0 Btuh Piping 0 Btuh Equipment load 44360 Btuh Use manufacturer's data n Rate/swing multiplier 0.93 Infiltration Equipment sensible load 16077 Btuh Method Simplified Latent Cooling Equipment Load Sizing Construction quality Tight Fireplaces 3 (Average) Structure 1335 Btuh Ducts 0 Btuh Heating Cooling Central vent (0 cfm) 0 Btuh Area (ft') 3938 3938 Equipment latent load 1335 Btuh Volume (ft3) 27582 27582 Air changes/hour 0.12 0.05 Equipment total load 17411 Btuh Equiv. AVF (cfm) 56 25 Req. total capacity at 0.70 SHR 1.9 ton Heating Equipment Summary Cooling Equipment Summary Make Trane Make Trane Trade Trane Trade XB13 Model TUC1B060A9361A* Cond 4TTB3024A1 GAMA ID 164847 Coil 4TXFH018AS3+*DHMB060ACV3 ARI ref no. 3555834 Efficiency 92.1 AFUE Efficiency 11.2 EER, 13.3 SEER Heating input 60000 Btuh Sensible cooling 16100 Btuh Heating output 56000 Btuh Latent cooling 6900 Btuh Temperature rise 68 °F Total cooling 23000 Btuh Actual air flow 767 cfm Actual air flow 767 cfm Air flow factor 0.017 cfm/Btuh Air flow factor 0.044 cfm/Btuh Static pressure 0 in H2O Static pressure 0 in H2O Space thermostat Load sensible heat ratio 0.93 Printout certified byACCA to meet all requirements of Manual J 8th Ed. + wrightsoft° Right-Suite® Universal 7.1.17 RSU11308 2013-Jan-15 16:2317 CK W:\Wrightsoft HVAC\Toll 4 Plex.rup Calc= MJ8 Orientation = S Page 5 Component Constructions Job: T°" 4 Plex risoft~ Date: Lot 28 all By: Ray N Welter Heating Co 4637 Chicago Ave S, Minneapolis, MN 55407 Phone: 612-825-6867 Fax: 612-825-2303 Web: www.welterheating.com Project Information For: 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 30 50 Outdoor: Heating Cooling Moisture difference (gr/lb) 31.7 28.5 Dry bulb (°F) -15 88 Infiltration: Daily range (°F) - 19 (M) Method Simplified Wntd sbulb ('F) - 72 peed (mph) 15.0 7.5 Fireplaces ion quality 3 1(Average) Construction descriptions Or Area U-value Insul R Htg HTM Loss Clg HTM Gain ft' Btuh/ft'-°F ft-°F/Btuh BtuhRt' Btuh Btuh/ft' Btuh Walls 12E-Osw: Frm wall, vnl ext, r-19 cav ins, 1/2" gypsum board int fnsh, n 253 0.068 19.0 5.77 1461 1.08 274 2"x6" wood frm e 127 0.068 19.0 5.77 733 1.08 137 s 228 0.068 19.0 5.77 1316 1.08 247 w 499 0.068 19.0 5.77 2881 1.08 540 all 1107 0.068 19.0 5.77 6391 1.08 1197 156-10s3c-4: Bg wall, heavy dry or light damp soil, concrete wall, n 315 0.067 10.0 6.44 2030 0.46 144 r-10 ins, 8" thk e 576 0.067 10.0 6.44 3711 0.46 263 s 244 0.067 10.0 6.27 1529 0.35 85 w 576 0.067 10.0 6.44 3711 0.46 263 all 1711 0.061 10.0 6.42 10981 0.44 755 Partitions (none) Windows 2 glazing, dr outr, air gas, vnl frm mat, dr innr, 1/4" gap, 1/4" thk: 2 n 16 0.350 0 29.7 475 15.0 241 glazing, dr outr, air gas, vnl frm mat, dr innr, 1/4" gap, 1/4" thk e 8 0.350 0 29.7 238 56.7 454 s 48 0.350 0 29.7 1426 30.5 1464 s 50 0.350 0 29.7 1486 30.5 1525 w 56 0.350 0 29.7 1664 56.7 3176 all 178 0.350 0 29.7 5289 38.5 6860 Doors 11 P0: Door, mtl pur core type n 28 0.290 10.5 24.6 689 7.25 203 s 21 0.290 10.5 24.6 517 7.25 152 s 21 0.290 10.5 24.6 517 7.25 152 w 21 0.290 10.5 24.6 517 7.25 152 all 91 0.290 10.5 24.6 2241 7.25 660 Ceilings 1613-44ad: Attic ceiling, asphalt shingles roof mat, r-44 veil ins, 5/8" 3938 0.022 44.0 1.87 7355 1.07 4202 gypsum board int fnsh 44- wrightsoft° Right-Suite® Universal 7.1.17 RSU11308 2013-Jan-1516:23:17 CN W:\Wrightsoft HVAC\Toll 4 Plex.rup Calc= MJ8 Orientation = S Page 9 Floors 21A-24t: Bg floor, heavy dry or light damp soil, tile flr fnsh 1973 0.025 0 2.12 4188 0 0 21 B-24t: Bg floor, heavy dry or light damp soil, full int ins cov, r-5 ins 1965 0.017 3.0 1.44 2836 0 0 P wrightsoft Right-Su ite® Universal 7.1.17 RSU11308 2013-Jan-15 16:2317 C p, VVAVVrightsoft HVAC1Toll 4 Plex.rup Calc= MJ8 Orientation = S Page 10 Duct System Summa Job: Toll 4 Plex rightsoft' Date: Lot 28 all By: Ray N Welter Heating Co 4637 Chicago Ave S, Minneapolis, MN 55407 Phone: 612-825-6867 Fax: 612-825-2303 Web: w*w.welterheating.com Project Information For: Heating Cooling External static pressure 0 in H2O 0 in H2O Pressure losses 0 in H2O 0 in H2O Available static pressure 0 in H2O 0 in H2O Supply/ return available pressure 0.00/0.00 in H2O 0.00/0.00 in H2O Lowest friction rate 0 in/100ft 0 in/100ft Actual air flow 767 cfm 767 cfm Total effective length (TEL) 0 ft Supply Branch Detail Table Design Htg Clg Design Diam H x W Duct Actual Ftg.Egv Name (Btuh) (cfm) (cfm) FR (in) (in) Matl Ln (ft) Ln (ft) Trunk lot 28 basement h 1639 125 73 0 0 Ox 0 ShMt 0 0 1 28 basement-A h 1639 1251 73 I 0 0 Ox 0 ShMt 0 0 of 28 basement-13 h 1639 125 73 0 0 Ox 0 ShMt 0 0 1ot28 main c 3103 98 137 0 0 Ox 0 ShMt 0 0 ot28 main-A c 3102 98 137 0 0 Ox 0 ShMt 0 0 ot 23 main-B c 3102 98~ 137 0 0 Ox 0 ShMt 0 0 lot 28 main-C c 3102 98 137 0 O) Ox0 ShMt 0 0 Return Branch Detail Table Grill Htg Clg TEL Design Veloc Diam H x W Stud/Joist Duct Name Size (in) (cfm) (cfm) (ft) FR (fpm) (in) (in) Opening (in) Matl Trunk rb2 Ox 0 767 767 0 F 0 0 0 Ox 0 ShMt -P- wrightsof# Right-Suite® Universal 7.1.17 RSU11308 2013-Jan-1516:23:20 C W:\Wrightsoft HVAC\7bll 4 Plex.rup Calc= MJ8 Orientation = S Page 4 wrightsoft° Right-J® Worksheet Job: To114Plex Lot 28 all date: By: Ray N Welter Heating Co 4637 Chicago Ave S, Minneapolis, MN 55407 Phone: 612-825-6867 Fax: 612-825-2303 Web: www.welterheatng.com 1 Room name Lot 28 all lot 28 basement 2 Exposed wall 343.0 ft 198.0 ft 3 Ceiling height 9.0 ft 9.0 ft heat/cool 4 Room dimensions 1.0 x 1965.0 ft 5 Room area 3938.0 ft' 1965.0 ft2 Ty Construction U-value Or HTM Area (ft~ Load Area (ft2) Load number (Btuh/ft2-°F) (Btuh/ft2) or perimeter (ft) (Btuh) or perimeter (ft) (Btuh) Heat Cool Gross N/P/S Heat Cool Gross N/P/S Heat Cool I6 W 12E-Osw 6 068 n 5.77 1.08 297 253 1461 274 0 0 0 0 ~--G 2 glazing, clr outr, 0.350 n 29.72 15.04 16 0 475 241 0 0 0 0 I D 11 PO 0 290 n 24.62 7 25 28 28 689 203 0 0 0 0 W 12E Osw 0.068 n 0.00 0.00 0 0 0 0 0 0 0 0 1 1 I-D 11 PO 0 290 n 0 00 0 00 0 0 0 0 0 0 0 0 UV 12E-Osw 0.068 n 0.00 0.00 0 0 0 0 0 0 0 0 k-G 1D-c2ou 0.570 n 0.00 0.00 0 0 0 0 0 0 0 0 ~--G 2 glazing, clr 01-1tr 0.350 n 0.00 0.00 0 0 0 0 0 0 0 0 -D 11 PO ; 0.290 n 0.00 0.00 0 0 0 0 0 0 0 0 W 15B-10s3c-2 0 083 n 0.00 0.00 0 0 0 0 0 0 0 0 W 1513-10s3c-4 0 083 n 6.44 0.46 315 315 2030 144 315 315 2030 144 W 15B-10s3c-6 0 083 n 0 00 0 00 0 0 0 0 0 0 0 0 W 12E-Osw 0.068 ne 0.00 0 00 0 0 0 0 0 0 0 0 1G 2 glazing, Clr outr, 0.350 ne 0.00 0 00 0 0 0 0 0 0 0 0 W 15B-10s3c-6 0.083 ne 0 00 0.00 0 0 0 0 0 0 0 0 W 12E-0sw 0.068 e 5,77 1.08 135 127 733 137 0 0 0 0 1 G 2 glazing, clr uutr, 0.350 e 29.72 56.72 8 0 238 454 0 0 0 0 W 12E-Osw 0.068 a 0.00 0.00 0 0 0 0 0 0 0 0 I-G 2 glazing, clr outr, 0.350 e 0.00 0.00 0 0 0 0 0 0 0 0 t-D 11P0 0.290 e 0.00 0.00 0 0 0 0 0 0 0 0 W 12E-0sw 0 068 e 0.00 0.00 0 0 0 0 0 0 0 0 W 15B-10s3c-2 0 083 e 0 00 0 00 0 0 0 0 0 0 0 0 W 1513-1Os3c-4 0.083 e 6.44 0.46 576 576 3711 263 576 576 3711 253 W 5B-10s3c-6 0 083 e 0.00 0 00 0 0 0 0 0 0 0 0 ~D 11 PO 0.290 e 0 00 0.00 0 0 0 0 0 0 0 0 W 12E-Osw 0.068 s 5.77 1.08 297 228 1316 247 0 0 0 0 G 2 glazing clr outr, 0.350 s 29.72 30.51 48 0 1426 1464 0 0 0 0 ~-D 11PO 0.290 s 24.62 7.25 21 21 517 152 0 0 0 0 W 12E-0sw 0.068 s 0 00 0.00 0 0 0 0 0 0 0 0 I G 2 gla7inq, clr outs 0 350 s 0.00 0 00 0 0 0 0 0 0 01 0 W 12E-0sw 0.068 s 0.00 0.00 0 0 0 0 0 0 0 O 0 G 2 glazing clr 06tr, 0 350 s 0.00 0.00 0 0 0 0 0 0 0 W 15B-10s3c-2 0 083 s 0.00 0.00 0 0 0 0 0 0 0 0 ~G 2 qlazinq, cir outr, 0 350 s 0.00 0.00 0 0 0 0 0 0 0 0 W 1513-10s3c-4 0.083 s 6.27 0.35 315 244 1529 85 315 244 1529 85 ~-G 2 glazing, clr ouf r, 0.350 s 29.72 30 51 50 0 1486 1525 50 0 1486 1525 L -D 11P0.. 0.290 s 24.62 7.25 21 21 517 152 21 21 517 152 W 15B-10s3c-6 0.083 s 0.00 0.00 0 0 0 0 0 0 0 0 I-G 2 qlazinq, CIF outr 0 350 s 0.00 0.00 0 0 0 0 0 0 0 0 W 12E-0sw 0 068 w 5.77 1.08 576 499 2881 540 0 0 0 0 1--G 2'glazing ClrOUtr, 0.350 w 29.72 56.72 56 0 1664 3176 0 0 0 0 -D ` 11 PO 0.290 w 24.62 7.25 21 21 517 152 0 0 0 0 W 12E-0sw 0 068 w 0 00 0 00 0 0 0 0 0 0 0 0 W 12E-0sw 0.068 w 0.00 0.00 0 0 0 0 0 0 0 0 ~-D 11 PO 0.290 w 0.00 0.00 0 0 0 0 0 0 0 0 W 156-10s3c-2 0 083 w 0.00 0.00 0 0 0 0 0 0 0 0 I-D 11P0 0 290 w 0 00 0 00 0 0 0 0 0 0 0 0 W 1513-1Os3c-4 0.083 w 6.44 0.46 576 576 3711 263 576 576 3711 263 W 1513-10s3c-6 0.083 w 0 00 0 00 0 0 0 0 0 0 0 0 W 12E-0sw 0.068 nw 0 00 0.00 0 0 0 0 0 0 0 0 6 c) AED excursion 385 239 Envelope loss/gain 39281 14059 19490 4769 12 a) Infiltration 5079 345 2191 149 b) Room ventilation 0 0 0 0 13 Internal gains: Occupants @ 230 4 920 0 0 Appliances/other 2000 0 Subtotal (lines 6 to 13) 44360 17324 21681 4918 Less external load 0 0 0 0 Less transfer 0 0 0 0 Redistribution 0 0 0 0 14 Subtotal 44360 17324 21681 4918 15 Duct loads 0% 0% 0 0 -0% 0% 0 0 Total room load 44360 17324 21681 4918 Air required (cfm) 767 767 375 218 Printout certified byACCA to meet all requirements of Manual J 8th Ed. + wr:gi~tsogY Right-Suite® Universal 7.1.17 RSU11308 2013-Jan-15 16:23:17 - Ck W:\WrightsoftHVAC\7b114PIex.rup Calc=MJ8 Orientation=S Page 10 -r+ wrightsoft- Right-J® Worksheet Job: Toll 4 Plex Lot 28 all Date: By: Ray N Welter Heating Co 4637 Chicago Ave S, Minneapolis, MN 55407 Phone: 612-825-6867 Fax: 612-825-2303 Web: www.welterheating.com 1 Room name lot 28 main 2 Exposed wall 145.0 ft 3 Ceiling height 9.0 ft heat/cool 4 Room dimensions 1.0 x 1973.0 ft 5 Room area 1973.0 ft2 Ty Construction U-value Or HTM Area (w) Load Area Load number (Btuh/ft2-°F) (Btuh/ft2) or perimeter (ft) (13tuh) or perimeter Heat Cool Gross N/P/S Heat Cool Gross N/P/S Heat Cool 6 W 2E-Osw 0.068 n 5.77 1.08 297 253 1461 274 ---G 2 glaz'mg, cIr outr, 0.350 n 29.72 15.04 16 0 475 241 D 11 PO 0.290 n 24.62 7.25 28 28 689 203 W 12E-0sw 0.068 n 0.00: 0.00 0 0 0 0 1 1 ~D 11 PO 0.290 n 0.00' 0.00 0 0 0 0 W 12E-0s,,0.068 n 0.00 1 0.00 0 0 0 0 ---G 1 D-c2ov 0.570 n 0.00 0.00 0 0 0 0 ---G 2 glazing, clr outr, 0.350 n 0.00 0.00 0 0 0 0 _ -D 11 PO 0.290 n 0.00 0.00 0 0 0 0 VJ 5B-10s;c-2 0.083 n 0.00 0.00 0 0 0 0 W 513 -10s3c-4 0.083 n 6.44 0.46 0 0 0 0 W 1513-10s3c-6 0 083 n 0.00 0.00 0 0 0 0 VV 12E-Osw 0.068 ne 0.00 0.00 0 0 0 0 1*G 2 glazing, clroutr 0 350 ne 0.00 0 00 0 0 0 0 W 156-10s3c-6 0 083 ne 0 00 0 00 0 0 0 0 W 12E-0svv 0.068 e 5.77 1.08 135 127 733 137 1-G 2 glazing, cif outr, 0.350 e 29.72 56.72 8 0 238 454 VU 12E-0sw 0.068 e 0.00 0.00 0 0 0 0 l-G 2 glazing, clr outr, 0.350 a 0.00 0.00 0 0 0 0 ~D 11PO 0.290 e 0.00 0.00 0 0 0 0 W 12E-Osw 0 068 e 0.00 0.00 0 0 0 0 W 1513-10s3c-2 0.083 e 0.00 0 00 0 0 0 0 W 1513-1053c-4 0.083 e 6.44 0.46 0 0 0 0 W 156-1 Os3c-6 0 083 e 0 00 0 00 0 0 0 0 ~D 11 PO 0 290 e 0 00 0.00 0 0 0 0 W 12E-0sw 0.068 s 5.77 1.08 297 228 1316 247 W, G 2 glazina, clr outr, 0.350 s 29.72 30.51 48 0 1426 1464 E~D 11 PO 0,290 s 24.62 7.25 21 21 517 152 W 12E-0sw 0 068 s 0.00 0.00 0 0 0 0 1-G 2 glazing, clr outr, 0.350 s 0.00 0 00 0 0 0 0 1 W 12E-Osw 0.068 s 0.00 0.00 0 0 0 0 1 G 2 glazing. clr outr, 0.350 s 0.00 0.00 0 0 0 0 W 15B-10s3c-2 0.083 s 0.00 0.00 0 0 0 0 1 G 2 glazing, clr outr. 0.350 s 0.00 0.00 0 0 0 0 W 1511-10s3c-4 0.083 s 6.27 0.35 0 0 0 0 I-G 2glazing, clr OLIn 0.350 s 29.72 30.51 0 0 0 0 ~D 11P0 0.290 s 24.62 7.25 0 0 0 0 W 158-10s3c-6 0 083 s 0.00 0 00 0 0 0 0 1G 2 glazing, clr outr, 0.350 s 0 00 0.00 0 0 0 0 W 12E-Osw 0.068 w 5.77 1.08 576 499 2881 540 1 -G 2 glazing, clr outr, 0.350 w 29.72 56.72 56 0 1664 3176 -D 11 PO 0.290 w 24.62 7.25 21 21 517 152 W 12E-0s,v 0 068 w 0 00 0 00 0 0 0 0 W- 12E-0svv 0.068 w 0.00 a00 0 0 0 0 -D 11 PO 0.290 w 0.00 0.00 0 0 0 0 W 1513-10s3 c-2 0.083 w 0 00 0.00 0 0 0 0 ~D 11 PO 0.290 w 0 00 0.00 0 0 0 0 W 51-10s3c-4 0.083 w 6.44 0.46 0 0 0 0 W 15B-1Os3c-6 0.083 w 0.00 0.00 0 0 0 0 W 12E-Osw 0.068 nw 0.00 0.00 0 0 0 0 6 c) AED excursion 145 Envelope loss/gain 19791 9290 12 a) Infiltration 2888 196 b) Room ventilation 0 0 13 Internal gains: Occupants @ 230 4 920 Appliances/other 2000 Subtotal (lines 6 to 13) 22679 12406 Less external load 0 0 Less transfer 0 0 Redistribution 0 0 14 Subtotal 22679 12406 15 Duct loads -0% 0% 0 0 Total room load 22679 12406 Air required (cfm) 392 549 Printout certified byACCA to meet all requirements of Manual J 8th Ed. -r= wr.yr, soFt° Right-Suit Universal 7.1.17 RSU11308 2013-Jan-15 16:23:17 ACA W:\VVnghtsoftHVAC\7b114PIex.rup CaIc=MJ8 Orientation=S Page 11 . ~ II AED Assessment Job: Toll 4 P'e" wrightsoft, Date: Lot 28 all By: Ray N Welter Heating Co I 4637 Chicago Ave S, Minneapolis, MN 55407 Phone: 612-825-6867 Fax: 612-825-2303 Web: wmm.welterheating.corn o Information Prject For: 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 30 50 Outdoor: Heating Cooling Moisture difference (gr/lb) 31.7 28.5 Dry bulb (°F) -15 88 Infiltration: Daily range (°F) - 19 (M ) Wet bulb (°F) - 72 Wind speed (mph) 15.0 7.5 Test • Ad e q u ate • • Hourly Glazing Load 12,000- 11,000 10,000-,- 9,000-- 8,0004 7,000- 6,000-- (0 0 N 5,000-- 4,000 3,000 2,000- 1,000 0_ _ 8 9 10 11 12 13 14 15 16 17 18 19 20 Hour of Day / Hourly / Average AED limit Maximum hourly glazing load exceeds average by 34.7%. Zone does not have adequate exposure diversity (AED), based on AED limit of 30%. AED excursion: 385 Btuh (PFG -1.3*AFG) 411- wrightasoft- Right-Suite® Universal 7.1.17 RSU11308 2013-Jan-1516:23:17 . W1WrightsoftHVACCroll4Plex.rup Calc=MJ8 Orientation = S Pages .e LOT SURVEY CHECKLIST FOR RESIDENTIAL BUILDING PERMIT APPLICATION _ "I 1Waa, O~ u<gas4 PROPERTY LEGAL: LO DATE OF SURVEY: J3 LATEST REVISION: m rn c ca t U O z Q DOCUMENT STANDARDS ,,0' ❑ ❑ . Registered Land Surveyor signature and company X . ❑ ❑ . Building Permit Applicant X5 ❑ ❑ . Legal description ❑ ❑ . Address ~e ❑ ❑ . North arrow and scale ~f ❑ ❑ . House type (rambler, walkout, split w/o, split entry, lookout, etc.) ❑ 0 . Directional drainage arrows with slope/gradient % ❑ ❑ . Proposed/existing sewer and water services & invert elevation ❑ ❑ • Street name ❑ ❑ . Driveway (grade & width - in RM and back of curb, 22' max.) ❑ ❑ . Lot Square Footage ❑ ❑ . Lot Coverage ELEVATIONS Existing ❑ ❑ . Property corners ❑ ❑ . Top of curb at the driveway and property line extensions ❑ ❑ . Elevations of any existing adjacent homes ❑ ❑ • Adequate footing depth of structures due to adjacent utility trenches ❑ ❑ • Waterways (pond, stream, etc.) Proposed ❑ ❑ • Garage floor ❑ ❑ . Basement floor ❑ ❑ . Lowest exposed elevation (walkout/window) ❑ ❑ . Property corners ❑ ❑ . Front and rear of home at the foundation PONDING AREA (if applicable) ❑ ❑ • Easement line ❑ ❑ • NWL 'z ❑ ❑ . HWL X ❑ ❑ . Pond # designation ❑ / ❑ . Emergency Overflow Elevation ❑ Fl- . Pond/Wetland buffer delineation Y Shoreland Zoning Overlay District Y Conservation Easements DIMENSIONS ❑ ❑ . Lot lines/Bearings & dimensions ❑ ❑ • Right-of-way and street width (to back of curb) ❑ ❑ . Proposed home dimensions including any proposed decks, overhangs greater than 2', porches, etc. (i.e. all structures requiring permanent footings) ❑ ❑ • Show all easements of record and any City utilities within those easements /e1 ❑ 0 • Setbacks of proposed structure and yard setback of adjacent existing structures ❑ ❑ . Retaining wall requirements: Reviewed By: Date ~S 3 G:/FORMS/Cert. of Survey Checklist Rev. 3-3-11 TOLL BROTHERS Certificate of Survey OF 1400 Corporate Center Curve Eagan, MN 55121 1468, 1470, 1472, 1474 STEEPLECHASE LANE 3:1 Ajax;mum Slopes xs ,~1~g ball Will p V DE AND TIMAINTAIN ON UNTII Sa ~Requfired L' I E RO F T F IS ESTABLISHED 0 ~~L Ilk 11 7r) < 69.7 2 --970 2O ~1~1 , Y ,8M r i OO nX j ~d 10 / • e P `S t9 J Q~~~O 970.3 ~p~ o \ 06 pt / i/a 4f~ ~a 970.E ~CY L 968.0 / X0,33 ?0 8;11 t \ -1 1? 97 .9 h 70.7 / \ \ 67.0 s~o 'fit ~9d°rO)4 "f 966. 86, l i 9 r 11;~, t 00.6 `O ate 970.9 / e<' ^5 a~ ~roS/~1 R C' 9iJbQ~pt~ rl 21,ppY `\foli ~n J ~ItJO '''.qp O •a 1.83 Or p )1 OO; i ..A r o w c ion sf° t goro v r o ~y,Qr ` , o y o v s r I at gorp °i0. S~, 9 j ^ ~h SS° 971 vC' Cb O"o v ?7, yst° 8 00(9 s NORTH °6~ ^ , ge / Aro s A t.8 / o~~ 964 0 w¢i °J . p / Oy Q O~ v C ) 2 s gory 0 AV 46b °5f 0 Q 71. m rr - 3 3 j CQ iy y Co ~ p O y o c / ?2 )33 972.6 C to 194 ?y 883 / yw~~ J o o CYY) g L 0 30 Do )ss4 / ^N oQ 030 aQ oo o°o yo o s1•oeck / a 4 3 o o c°•QFao Q / SCALE IN FEET o ) o~ ytU o 96 ,yeC y se,~) ~01oQ3 30 g ~M //gem Bearings shown are assumed 2 t,o Q / w o j o c~96 8`~ L a- a `oQ3o 3 0~ . e / o~ o a 98 ° rn y. 86~ j. \ \ ~ Q ~ X06, OCOtin BENCHMARK Top Nut Hydrant Lots 1 and 2, 62s o - 1. J> Block 3, Steeplechase ` c Ahi y?s Elevation = 989.17 feet (NGVD 1988) ss, s~ s~ moo) j~ SITE BENCHMARK Top of 15' offset 1P located at the 9 rat 946 ffr°j" \ rerot"f ~ /y es .%e San. & Water northwest corner of the building. 1~ ° e " ay ro' Elevation = 970.73 feet 944(/&I-1 sea Inv. elev. = 958.1 as shown hereon. WO House ' 940_\ 46.7 Minimum lowest floor LP 7• elevation 963.1 (1472 & 1474) AREA INiWL- -938.3 elevation = 963.6 (1468 & 1470) HWL=941.3 LEGEND Lot 8, Block 8 Area = 25,408 sq. ft. Total Condo area = 703,324 sq. ft. • = Iron monument found = Drainage Direction 20% Max. Coverage = 140,665 sq. ft. a = Offset nail unless otherwise noted - = Prop. 10' contours from grading plan Foundation Lot 1, Block 6 = 7033 sq. ft - -842- = Prop, 2' contours from grading plan Foundation Lot 2, Block 6 = 6715 sq. ft = Drainage & Utility Easement - = Existing sanitary sewer Foundation Lot 3, Block 6 9073 sq. ft. x800.0 = Existing Elevation = Existing storm sewer = - I - = Existing water Foundation Lot 1, Block 7 9074 sq. ft. aoo. = Proposed elevation from grade = Sanitary manhole Foundation Lot 2, Block 7 = 7106 sq. ft. or development plan M = Gate valve Foundation Lot 1, Block 8 = 6676 sq. ft. = Hydrant Foundation Lot 2, Block 8 = 6815 sq. ft. D = Flared End Section Foundation Lot 3, Block 8 = 6709 sq. ft. ® Catch Basin Foundation Lot 4, Block 8 = 6709 sq. ft. Foundation Lot 5, Block 8 = 9072 sq. ft. Foundation Lot 6, Block 8 = 8958 sq. ft Foundation Lot 7, Block 8 = 8879 sq. ft. Foundation Lot 8, Block 8 = 9167 sq. ft. Foundation Lot 9, Block 8 = 8876 sq. ft PROPOSED ELEVATIONS PROPOSED ELEVATIONS Total Foundation coverage = 110,862 sq. ft. 1468 & 1470 1472 & 1474 Remaining coverage Available = 29,803 sq. ft. 9719 971.4 Garage floor elev. = Garage floor elev. _ CITY OF E A G A N Top of block elev. = 972.2 Top of block elev. = 971.7 Lowest floor elev. = 963.6 Lowest floor elev. = 963.1 Lot 8, Block 8 STEEPLECHASE DRAWN: SCA CHECKED: HDN Drawing File: 700\718-LS-B8.DWG EAGAN Proj I.D OF Subject to easements of record, if any. B I hereby certify that this survey, plan or report was prepared by EAGAN >r:NGiNEIr,RiNG DEPT. me or under my direct supervision and that I am a duly Licensed Land Suryeyor under the laws of the State of Minnesota. Minnetonka, MN. XrsTO LTD Phone: (952) 933-0972 G 12-~''~'`~•-r January 21, 2013 Fax: (952) 933-1153 Henry D (,elso , MN License No. 17255 Date vvwvv.rlk-kuusisto.com C \7 6110 Blue Circle Dr. •Suite #100• Minnetonka, MN. 55343 Jon 21, 2013 2:06prn 401° City of Eaali demo To: Rick Kittridge, Toll Brothers Leon Weiland, City of Eagan -Engineering John Gorder, City of Eagan -City Engineer Terry Zelenka, City of Eagan -Building Inspections Dale Schoeppner, City of Eagan -Chief Building Official From: Dave Westermayer, City of Eagan -Engineering 404 .3TC- tease 6 Date: March 1, 20139®� Subject: Site grading on Lots 8 & 9, Block 8, Steeplechase of Eagan The following is a summary of observations and suggestions made on site, at the above properties, during a meeting on February 28, 2013 with myself, Leon Weiland and Rick Kittridge. Lot 9 was completed during the winter months of 2013 and Lot 8 was started in late February 2013 so final grading has not yet been completed on either lot at this point in time. There is approximately a 15 foot drop in elevation from the front property corner to the rear property corner between the two lots. Due to the configuration of the buildings a pinch -point has been created near the rear of the buildings where they sit closest to each other. As a result, a channelized situation has been created that will likely cause problems for the building on Lot 9 and/or the modular block retaining wall that sits behind these two properties. I've separated the areas in need of attention into separate numbered areas on the attached plan and described the recommended improvements that should take place in each area below. Area 1: This area covers the north side of the Lot 9 building. According to Rick, retaining walls and rough grading were completed in late November/early December of last year. There has been some settlement of the boulder retaining walls in the areas closest to the building wall. More settlement may occur during the spring thaw. As the walls and grading currently sit, runoff is directed to flow parallel to the building wall, from the front of the building toward the rear. The existing retaining walls need to be increased in height in the area where they meet the building and more soil added to change the slope to run in a northerly direction perpendicular to and away from the building. Area 2: This area is located directly north of Area 1 and consists of common area between lots 8 and 9. This entire area slopes to the southeast to the pinch -point described above. I highly suggest that a large portion of this area be planted with deep rooted native grasses and/or native flowers. Native plants in this area will provide multiple benefits including slope stabilization, they will absorb some of the water and slow down the rest and they will provide aesthetic beauty and wildlife habitat in a highly visible area of the development. Planting traditional turf grass in this area will be difficult to mow and maintain and will do very little to absorb or slow down runoff. Area 3: This is the most critical area on the site. If not properly graded there will likely be property damage at some point in the future to the building on Lot 9 and/or the retaining wall. The as -built grading plan as well as the Certificates of Survey shows a positive slope from the back of both buildings toward the retaining wall. The lots are not graded this way currently. In fact, there is a small hill directly behind the retaining wall that is re -directing runoff and causing it to concentrate. It should be noted that concentrated flows running over the retaining wall will likely have detrimental effects to the wall over time and could ultimately compromise it and cause it to fall down. The best way to address grading in this area is to maintain runoff in a sheet flow pattern and minimize or eliminate concentrated flows. In order to accomplish a straight grade and subsequent sheet flow in the area, several feet of the upper portion of the existing modular block retaining wall will need to be removed and the lots re -graded. Currently, runoff is being directed in a southerly direction along the back of the Lot 9 building. If left this way it will likely cause problems for several reasons; one, it will create a concentrated flow over the retaining wall. Two, there is not a defined swale to convey the water and keep it away from the building. Lastly, the top of ground is only a few inches below the siding at the building, according to the building inspectors this must be a minimum of 6 inches. An alternate option to explore would be the installation of a catch basin with storm sewer pipe extending through the retaining wall and discharging at the bottom of the wall. If this option is chosen, it's critical that a professional engineer design the system adequately to handle the volume of water the system will be expected to handle. Furthermore, the pipe must come through the retaining wall at or very near the bottom of the wall to prevent future potential damage to the retaining wall foundation. In addition, some sort of emergency overflow for the catch basin must be looked at in the event of heavy rain falls or when the storm sewer system is frozen during the spring snow melt. Finally, there are several downspouts on the back of the building discharging toward the retaining wall. I agree with Rick's suggestion that the downspout on the southerly most unit can (and should) be changed to direct water to the south and away from the wall. The others could be buried and pipe added that extends through the retaining wall or as Rick stated, they will likely have the extensions removed and discharge into landscape rock near the building. If they are extended proper energy dissipation must be installed below the wall. If the extensions are removed then the area must be monitored for future erosion issues. Area 4: This area is similar to Area 1 in that the retaining walls need some adjustment and more material added to create a positive flow away from the building in a southerly direction. Additional site meetings will likely be needed prior to starting site work in the spring. Please keep me posted on your proposed work schedule and let me know if additional questions arise. As I stated yesterday, it is our intention to assist you in completing this properly the first time and at the lowest cost possible. It is a difficult area and will require collaboration between the City and Toll Brothers above the normal amount usually required in order to insure a good finished product for the residents. 0/is zo /3 Zlike ,Q4643i 4,06 Ae, adatteMeg f/te Ale6e owe g/tc dewai -115&Z€(464, � emiee. -tea „Geem l%dis,Ci\‘‘, 4 0 o g9�1 1 / nN ;U/aPo o / a-Oo lUas° °'4L( °y sh0 '//o y 41 lF 96 Jo 0 Z W W J v(/ Qo o) N / / N04`� a pa�nOa aso9 uo °� aso'6 % i/ M as yoa/d y d v / / a8S• cn yJa/daa), do 4d £896 ••ns • 75•k1 %y '/ a/daa)s do'Jd /O��L so 0 0 E 0 otherwise noted 0, 0, 0 c 0 Utility Easement as,IS °Jd C/aap a oa'°oa '49,6D )10 1Ou0 7• aso 6 41 as), �O'fM WO House 041•1 l+" 99.4..,9. m ss o as CJo j '• /3ma O Q / V i x0l iso �l 02 r - o t SS6 1. urn 4,o hQy\ Q�/O k. ' c� G j o - a O o / u CI ) y0 / O O c - (,)r 0o / Q •0 / o Q o 0 / Q, o / r • v, .0 0 0 0� / o 0 °j�oCoi• 3 / CO r�/ Q Q•- S O) 4.• a• J .v.11 j ---,-1_, / COQ / CO r 0 - 6 ¥ a. �.a ° / s / g'40 / d0 JO6 s'� `9<5, -s • �d / ss� 2 s\ y a 1/ co 0 3 3 sco / �1a n <2-- a�o�o6 ss /0 p ? °�� s Q �s6 00720 ---ssv ��'s ^,� s oca a8g�• is2 �6 '•E". •d0°-IQ6o . • . o � i I LL 0 0 0 w 0 W J 0 W Cr▪ ) CO Q) CJ▪ ) co 03 03 0) 0 z i 0 City of Eagan PERMIT City of Eaan Permit Type: Plumbing Permit Number: EA118094 Date Issued: 10/28/2013 Permit Category: ePermit Site Address: 1474 Steeplechase Lane 28 Lot: 8 Block: 8 Addition: Steeplechase Of Eagan PID: 10-72540-10-028 Use: Description: Sub Type: Residential Work Type: Replace Description: Water Softener Meter Size Meter Type Manufacturer Serial Number Remote Number Line Size Comments: Please call Building Inspections at (651) 675-5675 to schedule a final inspection. Charles Sundean 8201 Old Central Ave Spring Lake Park, MN 55432 Fee Summary: PL - Permit Fee (WS &/or WH) $55.00 Surcharge -Fixed $5.00 0801.4087 9001.2195 Total: $60.00 Contractor: Water Doctors Water Treatment Company 8201 Old Central Ave, Suite F & G Spring Lake Park MN 55432 (763) 535-1800 - Applicant - Owner: Toll Mn Lp 250 Gibraltar Rd Horsham PA 19044 I hereby acknowledge that I have read this application and state that the information is correct and agree to comply with all applicable State of Minnesota Statutes and City of Eagan Ordinances. Applicant/Permitee: Signature Issued By: Signature fliz u's�2 Raw poor Kir iadoOt 74/ .S/icg L/12 p/ig„,•1, /09010 TABLE 5314, PWCEf1URRSTODETERMINE AAKE'JPAfR0UANTITfFOESEXHAUST EQWPMEtJTltdOirJEIUNGS Use t!; AppropriatrCclumr;toEstiraL: isuse!nfli.aton F1 t.el p.o�s,te�rr l PsI) /� `C O.i5 n (� 0.09 �} 0.06 /�� Mj 0.03 !j D) tnral8oded r tor arse pi) ' cincluding Wrestled bassroe ►Is)- . 3 5 S Est ohled Hou a team (chn): (1gx'ibj 2, Wager Cajac yr a COOL= ezbaust-only vent:toe sysietm (cie (not Onable 47112t ed verigsfpon. os's hasty:" b) dais. dryer 135 135 135 135 c).80%dinette austriding f1` WcrM i (not appeceblenac sysema gpohered-e ssp-eir ls+elt dcdy.ima d and matt V erdra. d) 80%ofnext Faust curt). (notapptxable d ragout** sysism or terevered disbud air Is oleo** interlocked uvd rung* io exhaust). not applicable Total Exhaust Ct pa*(dal) (2e+2b+.2c►2d1 I 4 3. irRe ohnna i a) loth) idiess[capacity (tram above) tt} es ted iuxtse it t &n ) Wimp Air duaritity (ra): pob3 ohobeis NO*, ao makeupsir is -needed) 2 4. FortnakauyAk rx ON WI 9: r � 501A2 '2 "4 —)/', i� OR- f/... T x 1 t)saQtfstakamrrfthere are ogler thin tan -ass es.absqpherrcaltyvented-gas oroil ap criFiCetearso n2ppfimroeS, e tine Qui column f )tae Is or* fan•as sled appitantx-per d g system. Maggio anphmically verged epyuarras sowelsrrbe tam. c Use this Item Is one- ermoseheriogy,ventedOtter than VI-assisted)gas .0ogeppri arrceperveriltgsprain a onesoiidfuel applance. c Use thisnokunn Q there are uncials trnosehettigly rented gas of of masons ming a common vrent ortgiere are uhnospbakaly %toted gas or derogation ane waif trot sepfrances, RECEIVED DEC 11 1.013 Use BLUE or BLACK Ink � Poroificeuse---------� � � j Pertnit#: /�� j j�`�` � G��y of �a�� .. �. ��; ;,,, �.� � Permi#Fee: r � 3830 Pilot Knob Road � -� �� Eagan MN 55122 � Dffie Received: ' I � Phone:(651)675-5675 I Staff: 1�Y-� I Fax:(651)675-5694 � � ��_��___��..J 2015 RESIDENTIAL BUILDING PERaAIT APPLICATION ��'1 a-�- s'�L��►,is c.�A c>e� �.�a..�,s Date: � C 2A�'S Site Address: C N w�n� � `Z 2 Unit#: ` Name: i�\��—�/�d�.'-��2��'rv�ras.J Phone:�'�l� � 5�-56"� 1 Resident/ OWtt@T Address/City/Zip: �� S t r�'�pL��s c�-��, . �1/�t-,��J �`�� 22 Applicant is: �Uwner Contractar 1 Tjtpe Of WOMc Description of virork: �L 'x �'( � ��C\� 1�'X't'�iJ S\ b� ` Construction Cost: � �� Multi-Family Building:(Yes ✓I Na� Company: 1�� _Contact: COl1�1'aCtO� Address: _Ciiy_ State: Zip: Phone: Emiail: License# lead Certificate#E: If the project is exempt from lead certification, please explain why: (see Pag�e 3 for additional information) '2J � � � �x�Vv��TLD/� �� i'�... COMPLETE THIS AREA ONLY IF CONSTRUCTIN!G A NEW BUILDING In the last 12 months,has the City of Eagan issued a permit for a similar plan ba�ed on a ma�ter plan? Yes _No If yes,date and a�ress of master plan: Licensed Plumber: p��; Mechanical Contractor: phone: Sewer 8 Water Contractor: phone: NOTE:P/ans and supporiing tlocufnerrts tl�at:you submit ane considen�aF atc�b�e pubtic ir�#orntation. Portit�ns of �re information may be cfassified as rwn�rublic�f yau provia�e��c reasons i�raf�rQuld pe�►mit�e City#o conctude that the are trade�ecr��s CALL BEFORE YOU DIG. Call Gopher State One Call at(651)454-0002 for protection�igainst underground utility damage. Ca1148 hours before you intend to dig to receive locates of underground utilities. www.gonherstateonecall.orp I hereby acknowledge that this infoRnation is complete and accurate;that the worlc will be in confortnance with the ordinances and codes of the City of Eagan; that I understand this is not a permit, but only an application for a pertnit, and Hro�1c i::not to start without a peRnit; that the work will be in accordance with the approved plan in the case of work which requires a review and approval of pl'ans. Exterior work authorized by a building permit issued in accoMance with the Minnesota State Building Code musb be completed within 180 days of permit issuance. s ; X �J�+--�--� ��--��-R-�'�N� �C�� Applicant's Printed Name Appl�cant's Signature Page 1 of 3 ��.-� 7y {�:;�� c,��- ��-, . DO NOT WRITE BELOW THIS LIINE �� SUB TYPES _ Foundation _ Fireplace _ Porch(3-Season) _ Exfierior Alteration(Single Family} _ Single Family Garage _ Porch(4Season) _ Exberior Alteration(Multi) Multi �( Deck _ Porch(ScreeNGazebo/Percpla) _ Misceilaneous � 07 of�Plex _ Lower Level _ Pool _ Accessory Buitding WORKTYPES q &�l 2� � �e c� 4� �dc� ►�e� rp�r��, of ��'�,� . New _ Interior Improvement _ Siding _ Demolish Buiiding" }� Addition _ Move Building _ Reroof _ Demolish Interior _ Alteration _ Fire Repair _ Windows _ Demolish Foundation _ Replace _ Repair _ Egress Windovv _ Water Damage Retaining Wall *Demolition of entire�building-give PCA handout to applicant DESCRIPTION Valuation � 2Od0. Occupancy ��-� MCES System Plan Review Code Edition ZoIS�'�i5t}G SAC Units (25%_100%� Zoning � City Water Census Code Stories Booster Pump #of Units Square Feet PRV #of Buildings Length Fire Suppression Required Type of Construction �3 Width REQUIRED INSPECTIONS Footings(New Building) Meter Size:. Footings(Deck) Final/C.O. IRequired Footings(Addition) � Finai/No C„O. Required Foundation HVAC G�as Service Test Gas Line Air Test Roof:_Ice&Water Final Pool:_Footings Air/Gas Tests _Final � Framing Drain Tile Fireplace:_Rough In Air Test _Final Siding:_:itucco Lath _Stone Lath _Brick Insulation Windows Sheathing Retaining W'all:_Footings_Backfill_Final Sheetrock Radon Control Fire Walls Fire Supp�ssion:_Rough In_Final Braced Walls Erosion Control Other: Reviewed By: �� , Building Inspector RESIDENTIAL FEES Base Fee � `� 1,� � 3�C � � 5�-'��-� � Surcharge �� Plan Review ��f �Cc�(-�� MCES SAC Z��v- City SAC Utility Connection Charge S8W Permit&Surcharge Treatment Plant Copies TOTAL Page 2 of 3 , q {/�� ----7 ,'.. �� '�j �/� = �� L.F-- rVi�� I ��,v �,� / ✓ !'`. `I _ Certificate of Survey �o�' T(J!_L BROTHERS ' oF � 14()0 Corporate Center Curve Eogan, MN 55121 1468, 1470, 1472, 1474 STEEPLECHASE LANE 3:'�,�a„i��SiopeB / � z�c'..0 ung�� i�\ p 'V E AND MAINff�IN or,;_:, -� � ROTECTIQ'N UN`fII. Ba ReQwred �J � � � p\TABLISk#ED %��l� „ J � �� o '� w, /�1�`� � j�� _ �r�t o` J ` .. \ �� t� • / � �`. \ � � ��p`�\ �69.7 70. ` � \�1yn� \ V f� S�"" •�A 5S y g �� ..g ' � o , , , < . `// ��/� dsap�c \p�� 970.3� ..��n�� \ Q �� - L asao i b � �. ., •' / ' ;- �,� \ �.o � �� g � � � e 9 ;� ra� �� Or�� 4 D�� Op F�'" ��r�, ` �� Q� ��' 966. 0 ,�OfY.i . � � /ti"d n� � �' ��`) 97P9 �� •s Q - . �,1,/� o;o� (y�_ at�8V $�p �C� ��!� ,�^ �iS��,:,s ��F��o , ��` e).�. • � Q� �� `� .e3 �Pp • °qo �19�� ( ```�i �a,� �� Q �\(�7;�� `.J� � 4 'b� � $�Q,�{qQ oD ;�vc `��Z� Y� � p� `� . `\� \h'� 971 / F� 8�� e�� i 6 � \ W � / ` 9�d� � e o g � it��be_ � i M�P� �/ �8 � � � y�o�'� i, r�� fi ��``T•��0 �j ��`eh j��r9.��Z^ w�Q.�°3° i ��p obos /i o+Q�g i��e``-��3t 972.6 \� \ �,N '' �"o ;� m �� _ Q � �� /� • \ `�� a� i! �`d o4�03�� ' gY'��'Ob�g � ��~ �S O� ! '�$r, de�, r �3° i d�..p i o�°n¢� O / SCALE IN fEET � N � �• ¢ ; y,�,,d�,�, � ��g� /�F` '-W� . ya d �� i no ay�3c � o,p°'�,n� /�°� Bearfngs ehown ore osaumed t'� � � � - " i�Q �Q i� y o .�a�' . .5q*�; at '�.t�s+' •�` _ da � ��35� �d �. .�� / 4 BENCHMARK g� � = �� a Top Nut Hydrant lots 1 ond 2, � � pg � 8 *�� >» � � / . n_� �� Bloek 3. Steeplechase � K��3•. �s�{ I' � , Elewtion= 988.17 feet(NGYD 1988) � � .� � `�T �°a�4✓,X� �. � �� SITE BENCHMARK �'� 1 ' - /�O ' y p11. ' a°� o`^s 8�i T 7 q� \ °� �� I Top of 15'offset IP focated at tha ^ as � �•e,s,. ��'/ te Prop. San. & Water nwthwast comx of tAe bu@ding. � Elewtfon = 970.73 feet � ��j 4�p�� "m Inv. CieV. � 958.1 oe shown heroon. 6' ¢ �\ �DY�. . �g`S�3Q 4 �^ WO House �aa � Minimum IowesC floor ' �' Lp 7.� 8� � � elevotion = 963.1 (1472 & 1474) AREA ��' � � elevation = 963.6 (1468 6c 1470) HWI_=941.3 \ LEGE:ND Lot 8, Block 8 Area = 25,408 sq. ft. — 7otal Condo areo = 703,324 sq. ft. ► _ �^�^a^�e^t found ..►—s Dro6�oge DUectton 20% Max. Coveroge = 140.665 sq. ft. � = Offxt naH uMesa otherwiae notacl —�—a �'�P• �0'contcure from groding plon Foundotion Lot 7, Block 6 = 7033 sq. ft -- —642-6 PraP• 2'cmtours fran �cdk�g pton Foundation Lot 2, Block 6 = 6715 sq. ft �_ �"O�a`utHky Easoment —<—s Eztsting sanitory�wer Foundation Lot 3, Block 6 = 9073 sq. ft. '°0°o m E'�tatk'9 Ei�`"o�kr' --«—- Exlsting storm sewx Foundotion Lot 1, Block 7 = 9074 sq. ft. �_ �a� ��t+on fr«r+ �«�e — �—s Existing water Foundation Lot 2, Block 7 = 7106 sq. ft. a dewlopment pian O � �t��+hole foundation Lot 7, Block 8 = 6676 sq. ft. O � Nyaront fou�dation Lat 2, Block 8 = 6815 sq. ft. D = Flared End Sectkn Foundation Lot 3, Biock 8 = 6709 sq. ft. Fd � catch eas�n Foundation Lot 4, Block 8 = 6709 sq. ft. Foundation Lot 5, Block 8 = 9072 sq. ft. Foundation Lot 6, Block S = 8958 sq. ft Foundation Lot 7, 81ock 8 = 8879 sq. ft. Foundation Lot 8, 61ock 8 � 9167 sq. ft. Foundation Lot 9. Block 8 = 8876 sq. ft PROPOSED ELEV�4TIONS PROPOSED EIEVATIONS Totol Foundatio� coverage = 110,862 sq. ft. 1468&147(1 1472&1474 Remaining coverage Available = 29,803 sq. ft. Goroge floor dev. s_ 8�1.9 �a�floor elev. . 971.4 CITY OF EAGAN Tov or��e� -_ s'2.2 roa ar a�d�. - 9r•� Lowest floor alev. _, �3.6 Lowest floor dev. m 963.7 Lot 8, Block 8 ST E E P L E C HAS E ORAWN: ��_f�1ECKm: HDN_ � Drowi�g Flir.700V78-L8-88.OWG �F EAGAN Pro' ��, ,�D Sub ject to easements of record, if any. g. _ _ D.._.;' I hereby certify that this survey, plon or report was prepared by �� EpGpN tiNt�ulgNIt11VG DEP'G me or under my direct supervision and thot I am a duly Ltcensed Lond Suryeyor under the lows of the Stote of Minnesota. RL� Minnetonka, MN. !, , �D �� Phone: (952)933-0972 f� `� �`?ZjY�� Jonuary 21, 2073 � / Fax: (952)933-�153 d Henry D t�eis9 , MN Lic'ense No. 17255 Dote �� www.rlk-kuusisto.com \� 6'I'10 Blue Cirole Dc•SuKe#1q0•Minnatonka,MN.5b343 Jon 27. 201}Z:pbpm /1 ' _ ' _ .... ... _.. _" ' _' . .. ._ '^�1J