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1812 Ellie Ct Use BLUE or BLACK Ink For Office Use -------f G� Permit#: 77SlJ of EaRan i6 I ( t ., - I {., � V I Permit Fee: 3830 Pilot Knob Road �T _ I i Eagan MN 55122 .`> I Received: 1 I Phone: (651)675-5675 MAR P 7 2016 Date Fax: (651)675-5694 I Staff: C -S; ( !--------------- 2016 RESIDENTIAL BUILDING PERMIT APPLICATION Date: ] ° IC.D Site Address: $ Z - .�,I l i P....��Cyt,�.rA f�cCar" U-�n i�t# Name: ­D� -r~ J(Ae Phone:C01 Z. L � Z • 2. 1'2Reside tl 1 ,tax-: 501 , 52 5° ► i�5 Owner Address/City/zip: y LIJ� ,M oAow 1c.�-k Applicant is: Owner Contractor I -1-ype of WorFDen _ NEy�! I"a5 i ,-)-I-t G) b�J�( R L30 Multi-Family Building: (Yes No- 'JG�r� ELZ21Chl CC�f1S-'1-. Contact: I Address: 1413 W-JQW'104-k Lg�� Contractor "� M 1�. City: F—CLZ2 C, State:,M,l'J Zip:5, (2Z Phone4kt4- �t 2. 2 %Email:do n.e4-cl a-F-1 I E) i I License#: - <- Lead Certificate#: If the project is exempt from lead certification, please explain why: COMPLETE THIS AREA ONLY IF CONSTRUCTING A NEW BUILDING �� W 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: 2 i Z o $�' Mechanical Contractor: -Tr--6. Y Phone: ?[� �H Z °7Z3 I Sewer&Water Contractor:- one: — IFire Suppression Contractor: _ Phone: I NOTE:P/ans and supportr`ng documents drat you submit are considered to be pub,fnforrrrefion, portions of the rnforma#ton tnay:be class-if-led as'non-public if you - ou prow%tle;specitFic reasons 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.gopherstateonecall 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 f 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. Applicant's Printed Name Applicant's Signature Page 1 of 3 DO NOT WRITE BELOW THIS LINE �'�01 7� SUB TYPES �j c-;2 C Foundation _ Fireplace _ Porch 3-Season ( ) _ Exterior Alteration (Single Family) X 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 Addition _ _ Demolish Building — — 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 DESCR' IPTION Valuation Occupancy p Y MCES System Plan Review Code Edition SAC Units (25%! 100% ) Zoning City Water Census Code Stories Booster Pump #of Units Square Feet PRV #of Bt{ildings Length / Fire Suppression Required Type of Construction Width " ' q 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 Tests _Final Framing Drain Tile Fireplace: Rough In Air Test Final Siding: tucco Lat Stone Lath Brick Insulation �' g' — — Windows Sheathing Retaining Wall:_ Footings_ Backfill_ Final Sheetrock Radon Control Fire Walls Fire Suppression: Rough In____Final Braced Walls Erosion Control Shower Pan Other: Reviewed By: , Building Inspector RESIDENTIAL FEES ' Base Fee I" # Surcharge f Plant Review y )V ! 1 ( a` MCES SAC , " I 'r`" y 1 J r ( 0 7 � t City SAC r 03 Utility Connection Charge S&VIA'Permit& Surcharge Treatment Plant Copies �' ( I TOTAL N N a E 3 G \ o O N O a - O! F- F _ C U U N V��1 N O �!1 V N V1 O G M co ON 1 00 Z r1 VW 4 4 m ' 0, .L !1 0 Y N I Z _ r_ hA W m W N m L m m h Oo O m v O p0 ' e0 V I�R C y0 p�jJ, 000 a 00 Q o _o oo ¢ oo a M ti V X X N C Y C O L C LJJ m ° m �-° ww d N m u N 3 0 O 3 3 M O o 32 0 N 0 N co L m aL+ t 'n E O u Y O 3 3 U H R m O L C N C 0`0 y J LL :°. °- v 0 vL. w y a U '- , ° 6 v 0 0 U G y w o > v U Q U N N O 0) m V M N . x w x c II ,I I Dan Erdahl HVAC Load Calculations for Dan Erdahl 4134 Meadowlark Ln Eagan R'rk llkVACHVAC LoADs I I I I I i I Prepared By: Dan Traeger DLT Heating&Cooling, LLC 5438 Fairhill Dr SE Buffalo, MN 55313 763-442-8723 Tuesday,April 12,2016 II +n Project Report _ Project Title: Dan Erdahl Designed By: DLT Heating &Cooling, LLC Project Date: Thursday, March 24, 2016 Client Name: Dan Erdahl Client Address: 4134 Meadowlark Ln Client City: Eagan Client Phone: 612-360-0012 Client E-Mail Address: dan.erdahl @yahoo.com Company Name: DLT Heating &Cooling, LLC Company Representative: Dan Traeger Company Address: 5438 Fairhill Dr SE Company City: Buffalo, MN 55313 Company Phone: 763-442-8723 Company E-Mail Address: dlthvac @yahoo.com . ARM _r=x Reference City: Minneapolis, Minnesota Daily Temperature Range: Medium Latitude: 44 Degrees Elevation: 834 ft. Altitude Factor: 0.970 Elevation Sensible Adj. Factor: 1.000 Elevation Total Adj. Factor: 1.000 Elevation Heating Adj. Factor: 1.000 Elevation Heating Adj. Factor: 1.000 Outdoor Outdoor Indoor Indoor Grains Dry Bulb Wet Bulb Rel.Hum Dry Bulb Difference Winter: -20 0 30 72 34 Summer: 92 73 50 75 29 Total Building Supply CFM: 811 CFM Per Square ft.: 0.193 Square ft. of Room Area: 4,200 Square ft. Per Ton: 2,000 Volume (ft3) of Cond. Space: 35,880 Air Turnover Rate(per hour): 1.4 Total Heating Required Including Ventilation Air: 53,151 Btuh 53.151 MBH Total Sensible Gain: 18,901 Btuh 88 % Total Latent Gain: 2,665 Btuh 12 % Total Cooling Required Including Ventilation Air: 21,565 Btuh 1.80 Tons(Based On Sensible+ Latent) 2.10 Tons(Based On 75% Sensible Capacity) Calculations are based on 8th edition of ACCA Manual J. All computed results are estimates as building use and weather may vary. Be sure to select a unit that meets both sensible and latent loads. C:\Users\Dan\Desktop\Dan Erdahl.rhv Tuesday,April 12, 2016, 6:09 PM fr 7,11 Miscellaneous Report Ell ii!i! M NENNM� Winter: -20 0 30 72 34.40 Summer: 92 73 50 75 28.67 Main Trunk Runouts Calculate: Yes Yes Use Schedule: Yes Yes Roughness Factor: 0.00300 0.01000 Pressure Drop: 0.1000 in.wg./100 ft. 0.1000 in.wg./100 ft. Minimum Velocity: 650 ft./min 450 ft./min Maximum Velocity:, 900 ft./min 750 ft./min Minimum Height: 0 in. 0 in. Maximum Height: 0 in. 0 in. r Winter Summer Infiltration: 0.000 AC/hr 0.000 AC/hr Above Grade Volume: X 32,814 Cu.ft. X 32.814 Cu.ft. 0 Cu.ft./hr 0 Cu.ft./hr X 0.0167 X 0.0167 Total Building Infiltration: 0 CFM 0 CFM Total Building Ventilation: 88 CFM 88 CFM ---System 1--- Infiltration &Ventilation Sensible Gain Multiplier: 18.14 = (1.10 X 0.970 X 17.00 Summer Temp. Difference) Infiltration &Ventilation Latent Gain Multiplier: 18.92 = (0.68X 0.970 X 28.67 Grains Difference) Infiltration &Ventilation Sensible Loss Multiplier: 98.19 = (1.10 X 0.970 X 92.00 Winter Temp. Difference) I i I I! I i C:\Users\Dan\Desktop\Dan Erdahl.rhv Tuesday, April 12, 2016, 6:09 PM rh Load Preview Report _ ---� Has Net Rec ft.2' Sen Lat Net Sen[ Sys Sys Sys Duct Scope AED! Ton Ton /Toni Area Gain, Gain Gain Loss Htg Clg, Act, Size CFM CFM CFM I m Building 1.80 2.10 2,000 4,200 18,901 2,665 21,565 53,151 596 811 811 System 1 Yes 1.80 2.10 2,000 4,200 18,901 2,665 21,565 53,151 596 , 1-; 811 10x15 Ventilation 1,597 1,665 3,261 8,640 Zone 1 4.200 17,304 1,000 18,304 44,511 596 u- 811 10x15 1-Basement 1,920 3,704 200 3,904 17,963 240 1,74 174 2-5 2-Main Floor 2,280 13,600 800 14,400 26,548 355 (i 7 637 6-6 - C:\Users\Dan\Desktop\Dan Erdahl.rhv Tuesday,April 12, 2016, 6:09 PM �M�t F Total Building-summary Loads _ 4A-6-d: Glazing-Double pane low-e (e= 0.20 or less), 347.8 8,955 0 7,883 7,883 high performance, sliding glass door, a=0.05 on surface 2, any frame, u-value 0.28, SHGC 0.32 11P: Door-Metal- Polyurethane Core 40.5 1,080 0 328 328 15A-10sfoc-2: Wall-Basement, concrete block wall, R-10 1474 10,781 0 1,379 1,379 foam board to floor, no framing, no interior finish, open core, 2'floor depth 12F-0sw: Wall-Frame, R-21 insulation in 2 x 6 stud 2060.5 12,320 0 2,319 2,319 cavity, no board insulation, siding finish,wood studs 16B-50: Roof/Ceiling-Under Attic with Insulation on Attic 2280 4,195 0 2,371 2,371 Floor(also use for Knee Walls and Partition Ceilings),Vented Attic, No Radiant Barrier, Dark Asphalt Shingles or Dark Metal, Tar and Gravel or Membrane, R-50 insulation 21A-32: Floor-Basement, Concrete slab, any thickness, 2 1920 3,533 0 0 0 or more feet below grade, no insulation below floor, any floor cover, shortest side of floor slab is 32'wide 19D-Osp: Floor-Qyer enclosed unconditioned crawl 2280 3,647 0 674 674 space, -19 insulation on exposed walls, sealed 1� crawl space, passive, no floor insulation, carpet or hardwood Subtotals for structure: 44,511 0 14,954 14,954 People: 5 1,000 1,150 2,150 Equipment: 0 1,200 1,200 Lighting: 0 0 0 Ductwork: 0 0 0 0 Infiltration:Winter CFM: 0, Summer CFM: 0 0 0 0 0 Ventilation:Winter CFM: 88, Summer CFM: 88 8,640 1,665 1,597 3,261 Total Building Load Totals: 53,151 2,665 18,901 21,565 Total Building Supply CFM: 811 CFM Per Square ft.: 0.193 Square ft. of Room Area: 4,200 Square ft. Per Ton: 2,000 Volume (ft3)of Cond. Space: 35,880 Air Turnover Rate(per hour): 1.4 Total Heating Required Including Ventilation Air: 53,151 Btuh 53.151 MBH Total Sensible Gain: 18,901 Btuh 88 % Total Latent Gain: 2,665 Btuh 12 % Total Cooling Required Including Ventilation Air: 21,565 Btuh 1.80 Tons(Based On Sensible+ Latent) 2.10 Tons(Based On 75% Sensible Capacity) Calculations are based on 8th edition of ACCA Manual J. All computed results are estimates as building use and weather may vary. Be sure to select a unit that meets both sensible and latent loads. C:\Users\Dan\Desktop\Dan Erdahl.rhv Tuesday,April 12, 2016, 6:09 PM s System 1 Summary Loads 4A-6-d: Glazing-Double pane low-e (e= 0.20 or less), 347.8 8,955 0 7,883 7,883 high performance, sliding glass door, a=0.05 on surface 2, any frame, u-value 0.28, SHGC 0.32 11P: Door-Metal-Polyurethane Core 40.5 1,080 0 328 328 15A-10sfoc-2: Wall-Basement, concrete block wall, R-10 1474 10,781 0 1,379 1,379 foam board to floor;no framing, no interior finish, open core, 2'floor depth 12F-Osw: Wall-Frame, R-21 insulation in 2 x 6 stud 2060.5 12,320 0 2,319 2,319 cavity, no board insulation, siding finish,wood studs 166-50: Roof/Ceiling-Under Attic with Insulation on Attic 2280 4,195 0 2,371 2,371 Floor(also use for Knee Walls and Partition Ceilings), Vented Attic, No Radiant Barrier, Dark Asphalt Shingles or Dark Metal, Tar and Gravel or Membrane, R-50 insulation 21A-32: Floor-Basement, Concrete slab, any thickness, 2 1920 3,533 0 0 0 or more feet below grade, no insulation below floor, any floor cover, shortest side of floor slab is 32'wide 19D-Osp: Floor-Over enclosed unconditioned crawl 2280 3,647 0 674 674 space, R-19 insulation on exposed walls, sealed crawl space, passive, no floor insulation, carpet or hardwood Subtotals for structure: 44,511 0 14,954 14,954 People: 5 1,000 1,150 2,150 Equipment: 0 1,200 1,200 Lighting: 0 0 0 Ductwork: 0 0 0 0 Infiltration: Winter CFM: 0, Summer CFM: 0 0 0 0 0 Ventilation: Winter CFM: 88, Summer CFM: 88 8,640 1,665 1,597 3,261 System 1 Load Totals: 53,151 2,665 18,901 21,565 Supply CFM: 811 CFM Per Square ft.: 0.193 Square ft. of Room Area: 4,200 Square ft. Per Ton: 2,000 Volume (ft') of Cond. Space: 35,880 Air Turnover Rate (per hour): 1.4 Total Heating Required Including Ventilation Air: 53,151 Btuh 53.151 MBH Total Sensible Gain: 18,901 Btuh 88 % Total Latent Gain: 2,665 Btuh 12 % Total Cooling Required Including Ventilation Air: 21,565 Btuh 1.80 Tons(Based On Sensible+ Latent) 2.10 Tons(Based On 75% Sensible Capacity) Calculations are based on 8th edition of ACCA Manual J. All computed results are estimates as building use and weather may vary. Be sure to select a unit that meets both sensible and latent loads. C:\Users\Dan\Desktop\Dan Erdahl.rhv Tuesday,April 12, 2016,6:09 PM j System 11 Zone 1 Summar( Loads (Avery Load Procedure for Rooms) 4A-6-d: Glazing-Double pane low-e (e= 0.20 or less), 347.8 8,955 0 7,883 7,883 high performance, sliding glass door, a=0.05 on surface 2, any frame, u-value 0.28, SHGC 0.32 11 P: Door-Metal- Polyurethane Core 40.5 1,080 0 328 328 15A-10sfoc-2:Wall-Basement, concrete block wall, R-10 1474 10,781 0 1,379 1,379 foam board to floor, no framing, no interior finish, open core, 2'floor depth 12F-Osw: Wall-Frame, R-21 insulation in 2 x 6 stud 2060.5 12,320 0 2,319 2,319 cavity, no board insulation, siding finish,wood studs 1613-50: Roof/Ceiling-Under Attic with Insulation on Attic 2280 4,195 0 2,371 2,371 Floor(also use for Knee Walls and Partition Ceilings), Vented Attic, No Radiant Barrier, Dark Asphalt Shingles or Dark Metal, Tar and Gravel or Membrane, R-50 insulation 21A-32: Floor-Basement, Concrete slab, any thickness, 2 1920 3,533 0 0 0 or more feet below grade, no insulation below floor, any floor cover, shortest side of floor slab is 32'wide 19D-Osp: Floor-Over enclosed unconditioned crawl 2280 3,647 0 674 674 space, R-19 insulation on exposed walls, sealed crawl space, passive, no floor insulation, carpet or hardwood Subtotals for structure: 44,511 0 14,954 14,954 People: 5 1,000 1,150 2,150 Equipment: 0 1,200 1,200 Lighting: 0 0 0 Ductwork: 0 0 0 0 Infiltration: Winter CFM: 0, Summer CFM: 0 0 0 0 0 System 1, Zone 1 Load Totals: 44,511 1,000 17,304 18,304 Supply CFM: 811 CFM Per Square ft.: 0.193{ Square ft. of Room Area: 4,200 Square ft. Per Ton: 2,563 Volume (ft3) of Cond. Space: 35,880 Air Turnover Rate(per hour): 1.4 AMNONN � ,w , Total Heating Required: 44,511 Btuh 44.511 MBH Total Sensible Gain: 17,304 Btuh 95 % Total Latent Gain: 1,000 Btuh 5 % Total Cooling Required: 18,304 Btuh 1.53 Tons(Based On Sensible+ Latent) 1.64 Tons(Based On 75% Sensible Capacity) Calculations are based on 8th edition of ACCA Manual J. All computed results are estimates as building use and weather may vary. Be sure to select a unit that meets both sensible and latent loads. C:\Users\Dan\Desktop\Dan Erdahl.rhv Tuesday, April 12, 2016, 6:09 PM s . b Detailed Room Loads - Room 1 - Basement (Average Load Procedure) >, Calculation Mode: Htg. &clg. Occurrences: 1 Room Length: 60.0 ft. System Number: 1 Room Width: 32.0 ft. Zone Number: 1 Area: 1,920.0 sq.ft. Supply Air: 174 CFM Ceiling Height: 8.0 ft. Supply Air Changes: 0.7 AC/hr Volume: 15,360.0 cu.ft. Required Vent.: 0 CFM Number of Registers: 2 Actual Winter Vent.: 36 CFM Runout Air: 87 CFM Percent of Supply.: 20 % Runout Duct Size: 5 in. Actual Summer Vent.: 19 CFM Runout Air Velocity: 636 ft./min. Percent of Supply: 11 % Runout Air Velocity: 636 ft./min. Actual Winter Infil.: 0 CFM Actual Loss: 0.323 in.wg./100 ft. Actual Summer Infil.: 0 CFM r N-Wall-1 5A-1 0sfoc-2 9 X 8 72 0.063 7.3 527 0.9 0 67 W-Wall-15A-10sfoc-2 5 X 8 40 0.063 7.3 293 0.9 0 37 N -Wa If-15A-10sfoc-2 4.5 X 8 36 0.063 7.3 263 0.9 0 34 W-Wall-15A-10sfoc-2 1.8 X 8 14 0.063 7.3 102 0.9 0 13 N -Wall-15A-10sfoc-2 7 X 8 56 0.063 7.3 410 0.9 0 52 E-Wall-15A-10sfoc-2 1.8 X 8 14 0.063 7.3 102 0.9 0 13 N -Wall-15A-10sfoc-2 4.5 X 8 36 0.063 7.3 263 0.9 0 34 E-Wall-1 5A-1 0sfoc-2 10 X 8 80 0.063 7.3 585 0.9 0 75 E-Wall-15A-10sfoc-2 28 X 8 224 0.063 7.3 1,638 0.9 0 210 S-Wall-12F-Osw 35.5 X 8 236 0.065 6.0 1,411 1.1 0 265 E-Wall-12F-Osw 11 X 8 64 0.065 6.0 383 1.1 0 72 S-Wall-15A-10sfoc-2 17.8 X 8 142 0.063 7.3 1,039 0.9 0 133 W-Wall-15A-10sfoc-2 11 X 8 88 0.063 7.3 644 0.9 0 82 S-Wall-1 5A-1 0sfoc-2 6.5 X 8 52 0.063 7.3 380 0.9 0 49 W-Wall-15A-10sfoc-2 36 X 8 288 0.063 7.3 2,106 0.9 0 270 N-Wall-1 5A-1 0sfoc-2 13 X 8 104 0.063 7.3 761 0.9 0 97 W-Wall-15A-10sfoc-2 2 X 8 16 0.063 7.3 117 0.9 0 15 N -Wall-15A-10sfoc-2 16 X 8 128 0.063 7.3 936 0.9 0 120 E-Wall-1 5A-1 0sfoc-2 5 X 8 40 0.063 7.3 293 0.9 0 37 N-Wall-15A-10sfoc-2 5.5 X 8 44 0.063 7.3 322 0.9 0 41 S-GIs-4A-6-d shgc-0.32 0%S (3) 12 0.280 25.8 309 19.3 0 231 S-GIs-4A-6-d shgc-0.32 0%S(2) 20 0.280 25.8 516 19.3 0 386 S-GIs-4A-6-d shgc-0.32 0%S 16 0.280 25.8 412 19.3 0 309 E-GIs-4A-6-d shgc-0.32 0%S (2) 24 0.280 25.8 618 34.7 0 832 Floor-21A-32 32 X 60 1920 0.020 1.8 3,533 0.0 0 0 Subtotals for Structure: 17,963 0 3,474 Infil.: Win.: 0.0, Sum.: 0.0 1,478 0.000 0 0.000 0 0 People: 200 lat/per, 230 sen/per: 1 200 230 Room Totals: 17,963 200 3,704 C:\Users\Dan\Desktop\Dan Erdahl.rhv Tuesday,April 12, 2016, 6:09 PM R npa Detailed Room Loads - Room 2 - Main Floor (Average Load Procedure) Calculation Mode: Htg. &clg. Occurrences: 1 Room Length: 60.0 ft. System Number: 1 Room Width: 38.0 ft. Zone Number: 1 Area: 2,280.0 sq.ft. Supply Air: 637 CFM Ceiling Height: 9.0 ft. Supply Air Changes: 1.9 AC/hr Volume: 20,520.0 cu.ft. Required Vent.: 88 CFM Number of Registers: 6 Actual Winter Vent.: 52 CFM Runout Air: 106 CFM Percent of Supply.: 8 % Runout Duct Size: 6 in. Actual Summer Vent.: 69 CFM Runout Air Velocity: 541 ft./min. Percent of Supply: 11 % Runout Air Velocity: 541 ft./min. Actual Winter Infil.: 0, CFM Actual Loss: 0.182 in.wg./100 ft. Actual Summer Infil.: 0 CFM N-Wall-12F-Osw 9 X 9 45.8 0.065 6.0 274 1.1 0 51 W-Wall-12F-Osw 5 X 9 45 0.065 6.0 269 1.1 0 51 N -Wall-1 2F-Osw 4.5 X 9 40.5 0.065 6.0 242 1.1 0 46 W-Wall-12F-Osw 1.8 X 9 15.8 0.065 6.0 94 1.1 0 18 N -Wall-12F-Osw 7 X 9 47 0.065 6.0 281 1.1 0 53 E-Wall-12F-Osw 1.8 X 9 15.8 0.065 6.0 94 1.1 0 18 N -Wall-12F-Osw 4.5 X 9 32.5 0.065 6.0 194 1.1 0 37 E-Wall-12F-Osw 10 X 9 75 0.065 6.0 448 1.1 0 84 E-Wall-12F-Osw 28 X 9 210 0.065 6.0 1,256 1.1 0 236 S-Wall-12F-Osw 35.5 X 9 229.5 0.065 6.0 1,372 1.1 0 258 E-Wall-12F-Osw 11 X 9 99 0.065 6.0 592 1.1 0 111 S-Wall-12F-Osw 17.8 X 9 135.8 0.065 6.0 812 1.1 0 153 W-Wall-12F-Osw 11 X 9 65.2 0.065 6.0 390 1.1 0 73 S-Wall-12F-Osw 6.5 X 9 58.5 0.065 6.0 350 1.1 0 66 W-Wall-12F-Osw 36 X 9 303.8 0.065 6.0 1,816 1.1 0 342 N -Wall-12F-Osw 13 X 9 101 0.065 6.0 604 1.1 0 114 W-Wall-12F-Osw 2 X 9 18 0.065 6.0 108 1.1 0 20 N-Wall-12F-Osw 16 X 9 128 0.065 6.0 765 1.1 0 144 E-Wall-12F-Osw 5 X 9 45 0.065 6.0 269 1.1 0 51 N -Wall-12F-Osw 5.5 X 9 49.5 0.065 6.0 296 1.1 0 56 N -Door-11 P 3 X 6.8 20.2 0.290 26.7 540 8.1 0 164 W-Door-11 P 3 X 6.8 20.2 0.290 26.7 540 8.1 0 164 N-GIs-4A-6-d shgc-0.32 100%S(2) 15 0.280 25.8 386 10.8 0 162 N-GIs-4A-6-d shgc-0.32 100%S (2) 16 0.280 25.8 412 10.9 0 174 N -GIs-4A-6-d shgc-0.32 100%S 8 0.280 25.8 206 10.9 0 87 E-GIs-4A-6-d shgc-0.32 0%S 15 0.280 25.8 386 34.7 0 520 E-GIs-4A-6-d shgc-0.32 0%S (2) 30 0.280 25.8 772 34.7 0 1,040 E-GIs-4A-6-d shgc-0.32 0%S (3) 12 0.280 25.8 309 34.8 0 417 S-GIs-4A-6-d shgc-0.32 0%S(4) 50 0.280 25.8 1,288 19.4 0 968 S-GIs-4A-6-d shgc-0.32 0%S(2) 40 0.280 25.8 1,030 19.4 0 774 S-GIs-4A-6-d shgc-0.32 0%S (3) 24 0.280 25.8 618 19.4 0 465 W-GIs-4A-6-d shgc-0.32 0%S 33.8 0.280 25.8 869 34.7 0 1,170 N -GIs-4A-6-d shgc-0.32 100%S (2) 16 0.280 25.8 412 10.9 0 174 N-GIs-4A-6-d shgc-0.32 100%S (2) 16 0.280 25.8 412 10.9 0 174 UP-Ceil-1613-50 60 X 38 2280 0.020 1.8 4,195 1.0 0 2,371 Floor-1 9D-Osp 38 X 60 2280 0.368 1.6 3,647 0.3 0 674 Subtotals for Structure: 26,548 0 11,480 Infil.: Win.: 0.0, Sum.: 0.0 2,077 0.000 0 0.000 0 0 People: 200 lat/per, 230 sen/per: 4 800 920 Equipment: 0 1,200 Room Totals: 26,548 800 13,600 C:\Users\Dan\Desktop\Dan Erdahl.rhv Tuesday,April 12, 2 016, 6:09 PM 2012 IRC Required Braced-Wall-Line Length Calculations PROJECT INFORMATION NAME:Erdahl ADDRESS: WALL DIRECTION:Side To Side SEISMIC DESIGN CATEGORY:A BASIC WIND SPEED:90 mph WIND EXPOSURE CATEGORY:C }} 'A kZ_ w Wall Line 1-1 Wall Line 2-1 Inputs Braced-Wall-Line Location 1st of 1-story Iatof 1-story Eave to Ridge Height 181t 18 it Braced-Wall-Line Spacing Omaw 59.42 ft Wall Height 9 ft 9 ft Bracing Method WSP WSP GB Construction Type N/A WA Gypsum Wall Board on Inside Yes Yes Horizontal Joints Blocked Yes Yes Holdown device Used No No WIND Tabulated Wind Bracing Amount 10.413 ft 10.413 ft Exposure Height Factor 1.2 1.2 Eave-to-Ridge Height Factor 1.48 1.48 Wind Wall Heigh'.Factor 0.95 0.95 Number of BWL Factor t i Holdown Factor f Blocked Joint Factor Gypsum on Inside Factor 1 Wind GB Construction Factor 1 Required Wind Bracing Amount 17.57 ft 17.57 It RESULTS Length of Wall Bracing Required 17.57 ft 17.57 ft NOTES I i I i • 1.This wall-bracing evaluation is based on the 2012 International Residential Code.The user is responsible for ensuring that the project fits within the scope of the IRC and complies with the wall-bracing requirements of Sections R602.10,R602.11 and R602.12 as applicable. 2.One-and two-family dwellings and townhouses in Seismic Design Categories A and B and one-and two-family dwellings in Seismic Design Category C are exempt from the seismic requirements of the IRC.The length of wall bracing shall be in accordance with the requirements of Table R602.10.3(1) based on wind speed,including all applicable adjustment factors. 3.Braced-wall panel construction shall be in accordance with the requirements of Section R602.10.4 and Table R602.10.4 and the minimum length requirements of Section R602.10.5. 4.Braced-wall panels shall be located at each end of braced-wall lines and may begin up to 10 feet from the end in accordance with Figure R602.10.2.2. Corner construction for continuously sheathed methods shall be in accordance with Section R602.10.7. 5.The distance between braced wall panels shall not exceed 20 feet in accordance with Section R602.10.2.2. 6.Braced-wall-line spacing shall not exceed 60 feet on center. 7.Interior braced-wall-line spacing is the greater of the distance between two adjacent braced-wall lines or the average of the distance as selected by the designer. 8.Refer to the Strona-Wall Shearwalis®Prescintive Deslan Guide l httoJ/www.stronatio.com/literature/T-SWPDG.htmO for pre-engineered solutions when the required bracing amounts cannot be satisfied with prescriptive braced-wall panels.Simpson Strong-Tieg Wood and Steel Strong-WaIM shearwalls may be considered equivalent to the code braced-wall panel construction method WSP with gypsum board applied on the inside. 9.Mixing of intermittent bracing methods within a braced-wall line is permitted only in Seismic Design Categories A and B and for detached dwellings in Seismic Design Category C.The length of bracing required for the braced-wall line shall be the highest bracing length calculated for each method used within the braced-wall line. 10.Horizontal panel joints in braced-wall panels shall be blocked in accordance with Section R602.10.10. 11.Braced-wall lines shall have a minimum of two braced wail panels unless the provisions of Section R602.10.2.3 are satisfied. Version 2.1,? R' pG 4 . LOT SURVEY CHECKLIST FOR RESIDENTIAL " BUILDING PERMIT APPLICATION 76 PROPERTY LEGAL: Gt4 / DATE OF SURVEY: ?? LATEST REVISION: tM d R , z� � ��,.� t U_ Q � pz Q DOCUMENT STANDARDS �y- 0 / • Registered Land Surveyor signature and company — SGC/i� JS NG�L �� ❑ 0 • Building Permit Applicant ! ❑ ,0 • Legal description 4ellur/ / (,`/ yyl p�(7 f ❑ ❑ • Address 0 'g North arrow and scale° 0 )6 • House type(rambler,walkout,s it w/o,split entry, lookout,etc.)SA0,0 Ao 0 ❑ • Directional drainage arrows with slope/gradient% 0 • Proposed/existing sewer and water services&invert elevation n ❑ • Street name SAW/'A (moo,/ k '�f-C wo/z ❑ .' • Driveway(grade&width-in R/W and back of curb,22' max.) 0 • Lot Square Footage ❑ • Lot Coverage ELEVATIONS Existing, 0 • Property comers. 0 ,21' ** Top of curb at the driveway and property line extensions 4*/.Z D Z • Elevations of any existing adjacent homes ❑ ❑ • Adequate footing depth of structures due to adjacent utility trenches 0 ❑ • Waterways (pond, stream, etc.) Proposed ❑ ❑ • Garage floor �Pl ❑ 0 • Basement floor ❑ ❑ • Lowest exposed elevation (walk9pt/window) 0 0 ,9 • Property corners --S/q4/Aj1 u4rll?41z� to r _ y D • Front and rear of home at the foundation PONDING AREA(if applicable) ❑ • Easement line yI D ,d • NWL ,� ❑ fd • HWL 0 0 • Pond#designation ❑ 0 • Emergency Overflow Elevation 0 • Pond/Wetland buffer delineation Y • Shoreland Zoning Overlay District Y • Conservation Easements DIMENSIONS 'y 0 Lot lines/Bearings&dimensions— 'z 0 'Er • Right-of-way and street width(to back of curb) U ❑ fr • Proposed home dimensions including any proposed decks,overhangs greater than porches, c. (i.e.all structures requiring permanent footings) ❑ ❑ • Show all easements of record and any City utilities within those easements 0 ❑ • Setbacks of proposed structure a si and setback of adjacent existing structures ❑ ❑ • Retaining wall requirements: Reviewed By: Date G:/FORMS/Building Permit Application Rev.11-26-04 �/�6 CER TIFICA TE OF S UR VE Y FOR 7)6 Dan &-y-Sue EE-dahl = , APR 14 2016 PROPERTYADDRESS DESCRIPTION- FROM TAX RECORDS 1812 Ellie Court Lot 6, Block 1, Madelyn Woods Eagan, MN. 55122 Dakota County, MN 3:1 MaAmum SIOVIS of Retainir g Wall Wig caired S89.45'31"E 241.15 LJ e osem \ Cb C14 00• LO O O 6' 0 Z '��o�no9e �i N �9g4'6 " GN° f WET LAND .LOT 6 s�o k0 �2 to N OSV �9 ��PG� G 12°° ° + Stm �t350 Q CP { '' �\\ oo 00 a'oo h° EXIS \\ °! ! 9°° o,6G° o 9�' Hal LEGEND. 0 Denotes Iron monument set and marked with RLS No. 47223 S9 ® Denotes wood hub f `\,' S ' ti so. Denotes proposed elevation LOT 5 9�,� �yti 9�^R�55.0� ta.09 cplb- x 959.8 Denotes existing spot elevation a`0 ay aye ,p2"9y0' 114SIALL ,tot 60. NOTES: `, 1� `w Stm MH E L Lf E CO U f�T Bearings are on assumed datum. Rss Elevations. are on assumed datum. � �`�� Proposed grades and contours sArt MHO were taken from a grading plan RIM EL=959.47 prepared by Hedland Engineering I.E.-948.90 signed 11/06/18 To of block elev, = 962.4 \ A P Garage floor elev. =962.00 p Lookout Elev. = 958.0 to Lowest floor elev, = 954.3 ' to Lot Area = 31,835 SgFt Impervious Area = 5,050 SgFt Lot Coverage 15.86% ° FNA l 0 i P By o, Date gZ12 MEAGAN ENG,INELxhvv later 1: m W 1 hereby certify that this survey, plan all M o 30 or report was prepared by me or under my direct supervision and that I w SCALE IN FEET am a duly Licensed Land Surveyor ~ under the laws of the state of Minnesota. LEGEND, ,, 1440 kude St Sure 250 • Denotes Iron monument found ' Saint Paul,MN 55106 © Denotes Spike set Theresa K., F ter Phone:651.766-0112 SPIKE F 651]]60206 DATE f `� LIC. NO MN 47223 •~ E-naii infamPassocam nn.u•.i —RAP non��,.T .���„ono .371q.nrn �, II I I City Inspection Dept. Copy City of Eapn City Forester Copy Applicant/Builder Copy I DIV1, AL RESIDE ITIA r Wet' TREE S R � '14 P �A - CITY OF PAGAN FOREST Y DMSldN . 659675-5300 (BUILDER, PLEASE READ ATTACHMENTS) Development Madelyn Woods Lot Number 6 Block Number 1 Address 1812 Ellie Court Builder Dan Erdahl Construction Phone Number: 612-412-2121 Contact: Dan Erdahl Tree Protection Requirements: X Tree Protection Fencing Installed on Site(Orange fence) X Oak Tree Pruning (Immediately seal wounds during April 1 to July 31) Therapeutic Pruning Required Retaining Wall To Be Installed Other: Replacement Trees: Not Required X As Follows: Replace existing 5"ash tree(currently existing inside proposed driveway area (installed as initial site development mitigation) with a similar size tree following construction. Notify Eagan City Forester (651-675-5300) when this tree is:installed. Permission to remove tree #214(twin black Cher boxe/der tree located 'ut1MATI rO S 1 R i DIVISION Attachments: REVIEWED X Yes (Refer to atta h8V?cuments for details) No Additional Notes: DATE----., - 1 4 HAghov 016file\treepres\Tree Preservation Plan Madelyn Woods Lot 6 Block 1 CERTIFICATE OF SURVEYFOR Dan &-Sue Eerdahl PROPERTYADDRESS DESCRIPTION.• FROM TAX RECORDS 1812 Ellie Court Lot 6,Block 1, Maddelyn Woods Eagan, MN, 55122 Dakota County, MN S89'45'31"E 241.15 w N 00 go " C a and Z �oMo9 ' —_7 LOT 6 --.SET LAND oe1 q•d� LEGEND. O Denotes Iran monument set and marked with RLS No. 47223 f. , ® Denotes wood hub `� 1---- --- � NOTES.• \\ ' Bearings are on assumed datum. Elevations are on assumed datum. LET 5 Proposed grades and contours i, were taken from a grading pion r aJ Ve prepared by Hedland Engineering „ signed 11/08/18 k ` G •((` Stm MH L Top of block elev. = 9824 / 'w G 7 A Garage floor elev. =98200 /yw V Lookout Elev. a 958.0 YI. Lowest floor elev. — 954.3 YHO C CIA c 07 I hereby certify that this survey, plan 4 50 or report was prepared by me or 7�__ under my direct supervision and that I 1711� am a duly Licensed Land Surveyor under the laws of the state of Minnesota. LEGEND.- p • Denotes Iron monument found :rR `14*A.* 250 o Denotes Spike set Theresa K. Foster i10, Ifta681•tB80112 DATE LIC. NO MN 47223 \ Fac0 4JI801D6 = si.e..rtre.eMe+e.+t E4W kkW mx DRAM BYE_PROJECT NINtBER 3719.001 . .. - . 4 TABLE 50'I:$1 11 r4 c',.3"1"'a Ave- ..t✓ 6 /-1?: 11 E ` # i PROCEDURE TO DETERMINE MAKEUP AIR QUANTITY FOR EXHAUST APPLIANCES IN OWELl:JI UNITS MULTIPLE APPLIANCES THAT ONE OR MULTIPLE POWER ONE OR MULTIPLE FAN- ONE ATMOSPHERICALLY ARE ATMOSPHERICALLY VENT OR DIRECT VENT ASSISTED APPLIANCES VENTED GAS OR OIL VENTED GAS OR OIL APPLIANCES OR NO AND POWER VENT OR APPLIANCE OR ONE APPLIANCES OR SOLiD FUEL • COMBUSTION APPLIANCES^LDIRECT VENT APPLIANCES° SOLID FUEL APPLIANCE` APPLIANCES° I.Use the Appropriate Column to Estimate house Infiltration a)pressure factor ().15 (Cfrtt/S0 0.09 0_(16 0.03 b)conditioned floor (+I area(sf) a — — (including unfinished basements) Estimated House __ Infiltration(elm): 11 t,- — _, — [la x IbJ 2.Exhaust Capacity a)clothes dryer i 35 135 135 135 b)80%of largest 3 exhaust rating(cfm): - - - (not applicable if recirculating system or if powered makeup air is electrically interlocked and matched to exhaust) c)80%of next largest exhaust rating(elm): not applicable — — — (not applicable if recirculating system or if powered makeup air is electrically interlocked and matched to exhaust) Total Exhaust Capacity (cfm): �� — — — [2a+2b+2C) 3.Makeup Air Requirement a)Total Exhaust q5-5-- ( 1%„5-� - - Capacity(from - above) b)Estimated House Infiltration(from ) ._--. — — above) Makeup Air — i Quality(elm): — — [3a-3h] (if value is negative.no makeup air is needed — d.For hlokeupAir Opening Sizing.refer to Table 501.4.2. — A.Use this eatumn if there are other than fan-assisted o atmospherically s cruet!gas or oil uppiiance. 01 it there are no c ranbn stun opplu!nret. R.the this colwan if there is one fanassisted appliance per vetting system.Other than atmospherically seined rip/Vitali es may also he included. C.Use this column if there is one atmospherically vented(other than fate-assisted)gas or oil appliance per vsuiting system or one solid fuel appliunrr. U.Use this column if there are multiple atmospherb_all y vented11using omntrtti vent or if there are atmospherically vented gas or oil VP/inners and solid fuel appliances. ) gas oil u a ifinrrrex a c i 3 2015 MINNESOTA MECHANICAL CODE t I 2-- L L 1 (,7 I ) ( 01-.-6-- L. i'/ C Oswell Engineering and Consulting,L.L.C. 1901 E Hennepin Ave,#201 Project Name: Unbalanced Garage Foundation Minneapolis,MN 55413 Project# 16.034 Phone:612-720-4639 Client Name: Dan Erdahl Fax:612-886-2966 Description: Redlines for garage foundation support www.oswellec.com Site Address: 1812 Ellie Court, Eagan, MN Page: 1 of: 2 total qi),4)/1/4.4/M/41 7, P.,ictir/T # INDEX: Cover Page- Page 1 Main Floor Plan-Page 2 °f I hereby certify that this drawing, MAY 2 6 2016 specification, or report was prepared by me or under my direct supervision and that I am a duly licensed professional engineer under the laws of the state of Minnesota. Craig Oswell, PE(MN#42341) 5-26-16 SCOPE OF WORK: Scope of work is limited to the structural engineering design and redline detailing of the lateral support for the attached garage foundation walls adjacent low grade at a proposed residence. Design is in accordance with the 2015 Minnesota State Building Code and the amended 2012 International Residential Code. Only the specific structural items noted are covered by this review. Means and methods of construction, including shoring,are to be by others as required. NOTES: 1. Dimensions and information shown are approximate and not to scale. The contractor is to field verify all conditions and inform the engineer of any significant discrepancies before proceeding. 2. Except as specifically noted, the foundation walls are to be constructed according to the Code and/or the 2016 Standard Foundation Drawings prepared by Oswell Engineering for D&S Cement. 3. Backfill material is reportedly an on-site sandy clay mix. Assumed effective lateral load is 45 psf/ft. 4. Footing step elevations and locations, as well as all proposed elevations and grading dimenions, noted on the plan were provided by the owner. Refer to the landscaping plans by others for more information. 5. The garage foundation walls are 8" nominal thick unreinforced cast-in-place concrete with a 2" slab ledge forming a stem on a 20" x 8" concrete strip footing. At the rear corners, drill into the slab ledge (2" from inside face next to inside stem face) and epoxy grout#4 grade 40 minimum hooks at 24" on center with 8" minimum embedment. Lap the hooks at least 24"with #4 horizontal bars in the slab diagonally to matching hooks on the adjacent side walls as shown. D • .._ PATIO lir IF' t�-' i l'g�If) q) - --9"C7FAC.B crKtYALl 9 x�$ ...aaan'tr---, `759 T _ _ ———li eg t., 6 cr. ..--1 rr ,ior • . 531 --T 7----.17,--r_;,.. 01.,, ! I I ) ---. ' . 4110 .yl,X IV etItsr: .- '1 1.' opor-ii IA` "�" ' 9 _—--- . ` ..i . – I ita t Vt k I -: i 4:\ r.. 1 17-----F-1-0 Cf- 51-1 14' 1 71 4\ Lk — ---1 , rur, ,:i b tt ( �CCAATEI� I Q.) �4g i J713 __._J tJ . _ __ I 0 . 1 I 'tel I I • I %-.. I a cK3ttC a ,:ca: _e r (�?, I ?U`t J I L--- 1 h"2i T `fi t I I : 1 i j. 1 Cr5-6 1I 0000000 A_ 1 IX.-Vve w�7 t itv.z . 1I { / 1 I 1 } Ii 1, _ __ ____,L____ '2'-T . .a I 1 DNI PLAN -, 7Cc,0 c.-2.67-14, , , t City of Eapll 1*''' Address: 1812 Ellie Ct Permit#: 136176 The following items were I were not completed at the Final Inspection on: J6 ,7 / Comp 1 co of ,,Comm s Final grade - 6"from siding Permanent steps— Garage X Permanent steps— Main Entry Permanent Driveway Permanent Gas )( Retaining Wall or 3:1 Max Slope X Sod / Seeded Lawn X Trail / Curb Damage X Porch - #1 VO Lower Level Finish Deck .) Fireplace f J • 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: ' i G:\Building Inspections\FORMS\Checklists Use BLUE or BLACK Ink d( r For Office Use 46 Permit#: 1 `7 77 I j City of�a�a� Fee: - .. Permit 7,2. 3830 Pilot Knob Road r7 rJ /7 Eagan MN 55122 EL' d: zcCEIVED Date Received: � e Phone:(651)675-5675 Or-0 Fax: (651)675-5694Staff: OP APR 2 8 2017, 2017 RESIDENTIAL BUILDING PERMIT APPLICATION Date: A /Lf � to Address: Jo� Z !/!� /act/Z7" � ��//�' 2nit#: t� 4 Name: `174A1 Bier? Phone: Ce /2— 4 «- J?(1, Resident/ r Owner I Address/City/Zip: 1 S,(2, eec l E CoLull"l E-Ar9 rf)/ A.) /c/Z-2 I i Applicant is: x Owner Contractor ! Type Description of work: 4'r'lp - i Construction Cost:/(s0®• ® .�... ,..-. MultiFamily Building: (Yes �No �.�.-. � , g I Company: Contact: ! Contractor Y Address: City: I i , State: Zip: Phone: Email: I 1 License# Lead Certificate#: H If the project is exempt from lead certification, please explain why: COMPLETE THIS AREA ONLY IF CONSTRUCTING A NEW BUILDING In the last 12 months, has the City of Eagan issued a permit for a similar plan based on a master plan? i 1 Yes No If yes, date and address of master plan: Licensed Plumber: Phone: Mechanical Contractor: Phone: I Sewer&Water Contractor: Phone: Fire Suppression Contractor: Phone: NOTE:Plans and supporting documents that you submit are considered to be public iformation. Portions of the information may be classified as non-public if you provide specific reasons that would permit the City to ___ conclude that n are trade secrets. , . ,_.,.r,. , 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.qopherstateonecall.orq I hereby acknowledge that this information is complete and accurate;that the work will be in conformance with the ordinances and codes of the City of Eagan; that I understand this is not a permit, but only an application for a permit, and work is not to start without a permit; that the work will be in accordance with the approved plan in the case of work which requires a review and 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 Zig i1E e e0i4x v pi -sG , Applicant's Printed Name App icant's Signature Page 1 of 3 / 0/2 T f/1 C/*-- DO NOT WRITE BELOW THIS LINE /12 `7 ✓7 1 SUB TYPES Foundation Fireplace Porch(3-Season) Exterior Alteration(Single Family) Single Family Garage Porch (4-Season) Exterior Alteration (Multi) Multi 4 Deck Porch(Screen/Gazebo/Pergola) Miscellaneous 01 of_Plex Lower Level Pool Accessory Building WORK TYPES New Interior Improvement Siding Demolish Building* X 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 /If ,. 0 Occupancy at...s, MCES System Plan Review Code Edition Mr4-p/f SAC Units (25%_ 100% y ) Zoning nil- City Water Census Code Stories Booster Pump #of Units Square Feet PRV #of Buildings Length Fire Suppression Required Type of Construction V6 Width REQUIRED INSPECTIONS Footings (New Building) Meter Size: � )C Footings (Deck) Final/C.O. Required Footings (Addition) Final/No C.O. Required 'ji Foundation Foundation Before Backfill HVAC_Gas Service Test Gas Line Air Test Roof: _Ice &Water _Final Pool:_Footings _Air/Gas Tests _Final Framing 30 Minutes 1 Hour Drain Tile Fireplace: _Rough In _Air Test _Final Siding: _Stucco Lath _Stone Lath _Brick_EFIS Insulation Windows Sheathing Retaining Wall:_Footings_ Backfill_Final Sheetrock Radon Control Fire Walls Fire Suppression:_Rough In_Final Braced Walls Erosion Control Shower Pan Other: Reviewed By: , Building Inspector RESIDENTIAL FEES Base Fee P 61/ ,j4:e/Pli Surcharge Plan Review 5111v MCES SAC City SAC Utility Connection Charge S&W Permit& Surcharge n �/j / ,,, Treatment Plant 7 y /5 �' 3 S/7 0 Copies TOTAL Page 2 of 3 i. , K 3 CFR TIFICA TB OF S UR yE Y FOR /q2q(-71 Dan &Sue Erdahi RECEIVED APR 1 41016 PROPERTYADDRESS DESCRIPTION: FROM TAX RECORDS 1812 Ellie Court Lot 6, Block 1, Madelyn Woods Eagan, MN. 55122 Dakota County, MN 9:1 Maximum �LII Slopes�1 or Retaining l Be Required _Al • S89'45'31"E • 241.15 • W 9e• N, E°seme�� \1 ) ti _ °� \O" IWET LA \ D • 1 S',,5,,. e I �� O T V 0\ kk9 I� 9 .. ' r 2 ice' ' t. \w� }7s• 1 /r, ` 0.21 1e /' \.�9y \A t 1P . 1 ��• �� 6�\e fid' , „ ::-..-::: 952 ilpt 1 Li s56 0 - 0 J41/ f p O 0 . t ;n7— O o yy. r,� ,� p K0U p56� +� r)IM ear p5E0\"°0 ' P p..EZP06 00 rn 06' Stm M O PikOP • 12 .0 ,1 moo\ r' OJSE. 9°O LL(?0 iy ���2��. .1:3g 11 , R09°5 62 p[[ ��``SS,r} v _noo \ I^_.I / ��� 4 .�� p 1 cr pp N' �q off' (4"/ EXIT . 5, 0„,r of0 950 .(--c),165 tP r N� a° Nal 1 rs+-� Op ��` ��Yy / \,. N. i a' c04.-%;\• 62 \ ?, ,s`.1.1` ce LEGEND: I-- ,, __ -- O Denotes Iron monument set and ° o �N --' --ta8— a marked with RLS No. 47223 ... ® Denotes wood hub y w, Via. ss. LOT 5 _ \„69. so. Denotes proposed elevation \.961 ti �R-55'01—t4'o �0, h y 9 ;y x 959.8 Denotes existing spot elevation gab° a`'� �,h9ry, " y09 IN5TA N-.1 02 ER COWRO` 60. NOTES. �,, — a< al Stm( ' ELLIE COURT Bearings are on assumed datum. RS Elevations are on assumed datum. Proposed grades and contours SAN M O were taken from a grading plan RIM EL=sss.'- 47 prepared by Hedland Engineering I.E...948.90 signed 11/06/18 ` \ Top of block elev. = 962.4 \ \` Garage floor elev. =962.00 Lookout Elev. = 958.0 -� a N Lowest floor elev. = 954,3 rn Lot Area = 31,835 SqFt . Impervious Area = 5,050 SqFt Lot Coverage 15.86% m e / IEWC r") . a 0 r. Date T//9 Alli LAGAN FrNGINELR1Nli b f. W I hereby certify that this survey, plan 0 30 or report was' prepared by me or under my direct supervision and that I W SCALE IN FEET am a duly Licensed Land Surveyor under the laws of the state of Minnesota. LEGEND.' ,, N 1440 Arcade 5t Suite 250 • Denotes Iron monument found �%; .'�! �! Saint Paul,MN 55106 r O Denotes Spike set Theresa K. Fester ° Phone;651766-0192 a SPIKE DATE ie 4 "�.0 LIC. NO MN 47223 L Fax 651-776-0206 g ,� a,t..a,e.`,g.land,rnr,«1,,kea Ing E-nail.•infogmnpasso corn . nn.n.j nv.IAAP non icnr, a1 Is .1714.nrn