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2273 Wall St• i June 12, 2012 City of Eagan Attn: Dave Westenayer Engineering 3830 Pilot Knob Road Eagan, MN 55122 RE: 2273 Wall Street To Whom it May Concern: AM JUN 14 2012 EAGAN ENGINEERING DEPARTMENT Attached is the AS Built survey for the property described within. We made some changes to the back of the property which do not affect the corner elevations. We reduce the hill in the back to lessen the slope on the south side lot line. Please call me if you have any questions om S Key La# Homes 952-44Y-9400 tom. schutz@keyl andhomes. com KEY LAND HOMES 17021 Fish Point Rd SE Prior Lake, MN 55372 Ph: 952440 -9400 Fax: 952-440-9405 P18NEERengineering CIVIL ENGINEERS LAND PLANNERS LAND SURVEYORS LANDSCAPE ARCHITECTS 2422 Enterprise Drive, Mendota Heights, MN 55120, Phone: (651) 681 1914 Fax: (651) 6819488 - Pioneereng.com Certificate of Survey for: KEYLAND HOMES LOT AREA = 14,046 SF ADDRESS: 2273 WALL STREET, EAGAN, MN HOUSE AREA =2,127 SF BUYER: VIOLETTE MODEL: #3677 ELEVATION: A SIDEWALK =48 SF PORCH =96 SF DRIVEWAY AREA =867 SF COVERAGE =22.3% BUILDING COVERAGE =15.8% A I �r rn N J Q H J �d oI Z a ``' z 0 z LLj ¢� z aLd r¢ o w \, 0 O Z 0 9_ X 952.6 54.5 77_M94 .4 �- 956.8 64,0 N80 of 1,23,,W &000 // G 143.8eAl%'l)- 8uet. Al � , 957.9 1 -- � � T 958.3 X 956. 964.7 N 9x 9ss.7 x sss.s 18.0 ,966.4 � � 22.3965.61 0 6.0- xs6 z 9s� /m 36.5� 958.8 X 956.6 X 956.4 X 956.6 p /F= �'� O 0 5 957. 0 L � U 0. 957.4 L�.I � -_ - -- -- 57. POI 6.0 X 965.0 962.'. 966.1 X 957.0 X 957.3 I 0 } Q z � N vii > N .1 X 958.8 17.7 ; /Q /� -- - - -- 67.3 -- 1t9 -8a - -- c� a; rx I o0 1- 60.0 p / wo _ 962.6 X 959.9 �� 22.7 964.8 9650 962.5 9 951.7 X 960.6 965.7 X 000.00 DENOTES EXISTING ELEVATION THE SPECIFIC HOUSE IS NOT THE RESPONSIBILITY OF THE SURVEYOR. ( 000.00 ) DENOTES PROPOSED ELEVATION 961.0 X -_ DENOTES DRAINAGE FLOW DIRECTION X 96 A DENOTES SPIKE 51 9 963.1 N N X 963.8 1 10 t17 X X 962.2 962.9 _ _ 'n 962. 1 10.0 961.6 ( (963.1963.2 9 962.6 o ( ( N 9 962.5 to S S89 050'03 "W 1 140.12 v c=. G o VACANT o n (P 0) v v 963. 8_23 -- -R_104 .68 0=o9058'34' I l N I � d' W 0 N I J i0 a O N 962.3 B -B I R. Q. W. - - -- 5I - - -- i REVISED 6/7/12 GRADING AS -BUILT BENCH MARK: TOP NUT HYDRANT HOUSE ELEVATIONS : (PROPOSED) /ASBUILT ELEV.= LOWEST FLOOR ELEVATION : (957.6) 957,8 TOP OF FOUNDATION ELEV. (966.4) 966.4 NOTE: GRADING PLAN BY LAST DATED WAS USED TO DETERMINE THE PROPOSED ELEVATIONS SHOWN ON THIS CERTIFICATE. GARAGE SLAB ELEV. @ DOOR :-(966.0) ) NOTE: NO SPECIFIC SOILS INVESTIGATION HAS BEEN PERFORMED ON THIS LOT BY THE SURVEYOR. THE SUITABILITY OF SOILS TO SUPPORT X 000.00 DENOTES EXISTING ELEVATION THE SPECIFIC HOUSE IS NOT THE RESPONSIBILITY OF THE SURVEYOR. ( 000.00 ) DENOTES PROPOSED ELEVATION NOTE: THIS CERTIFICATE DOES NOT PURPORT TO SHOW EASEMENTS -_ DENOTES DRAINAGE FLOW DIRECTION OTHER THAN THOSE SHOWN ON THE RECORDED PLAT. A DENOTES SPIKE NOTE: BEARINGS SHOWN ARE BASED ON AN ASSUMED DATUM 9:2� DENOTES SIGNIFICANT TREE WE HEREBY CERTIFY TO KEYLAND HOMES THAT THIS IS A TRUE AND CORRECT REPRESENTATION OF A SURVEY OF THE BOUNDARIES OF: LOT 5, BLOCK 1, WHISPERING WOODS TWELFTH 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 21ST DAY OF JULY. 2011. SCALE : 1 INCH = 30 FEET 111178.000 PJB /NJK 2 GRADING AS BUILT SIGNED: ION ENGINEERING, P. A. BY: Peter J. Hawkinson License No. 42299 /0/1 -70 %! Use BLUE or BLACK Ink �L ---------------- For Office Use /-� / % r, Permit #: / l �V j Ce of Eapu, /0/1 I Permit F : g� �' I / e t ee D � 3830 Pilot Knob Road I I ate Received: I Eagan MN 55122 D R id I I Phone: (651) 675 -5675 �f5 I Fax: (651) 675 - 5694+° S ^^ Staff: VJ -7q RESIDENTIAL BUILDING PERMIT APPLICIOI 11 F&U7 7--orS Date: Site Address: WALL— Unit #: Q41 JQ Q Name: �'�UIC� Wr1 �� Phone: �'Z PRESIDENT / OWNER Address / City / Zip: Applicant is: Owner Contractor Description of work: �EV/ &M(LV 40ME TYPE OF WORK, qq ffi,. Construction Cost: li U� ooD Multi- Family Building: (Yes _/No Company: Kt_ULA4i�. mF_ S Contact: se- I�o2t -SF-. i�2 {orz. 1- -arz.E CO14 CTO Address: tS ���`f RD. City: State: �, Zip: Jr �52 - � ' 9 p I Z_ Phone: C7 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 for a similar plan based on a master plan? Yes �LNo If yes, date and address of master plan: Licensed Plumber: � ]--) ME6tWt«L. Phone: 6z- :158 - S6415 Mechanical Contractor: All? (��� �� Phone: Sewer & Water Contractor: 6. AMtA� Phone: F5*z - ; M " 4,ZA I 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 ithout a permit; that the work will be in accordance with the approved plan in the case of work which requires a review and approval ofXs. �� x Eg, 1 L Cti {STF�,Soh.�, x�Gk Applicant's Printed Name Applicants Signature Page 1 of 3 LINE DO NOT WRITE BELOW THIS 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 (25 %_ 100 %) Zoning T_ City Water Census Code Stories. Booster Pump # of Units _� Square Feet PRV # of Buildings / Length tiSr Fire Sprinklers Type of Construction Width 4 REQUIRED INSPECTIONS Footings (New Building) Footings (Deck) Footings (Addition) JC Foundation Drain Tile Roof: _Ice & Water _Final Framing Fireplace: Rough In I/Air Test [Final Insulation Sheathing Sheetrock Reviewed By: RESIDENTIAL FEES Base Fee Surcharge Plan Review MCES SAC City SAC Utility Connection Charge S &W Permit & Surcharge Treatment Plant Copies TOTAL Meter Size: Final / C.O. Required Final / No C.O. Required HVAC _ Gas Service Test Gas Line Air Test Other: Pool: _Footings _Air/Gas Tess Final Siding: _Stucco Lath (7SFS_t"o_n_e__La_t-_hj Brick Windows Retaining Wall: Footings — Backfill Final Radon Control Erosion Control Buil ing Inspector New Construction Energy Code Compliance Certificate P . i.R 1MW.",,7a4— tWAd e_"_ 4 AmW GA a, ap+iAnauAy -1.1. braliwl.1i& aw 6i., IIU Yat R;n r +raN l'nu. - mim— *,111, —1-a 1w ow wim, w Am kmiagxeenp+nxaiv4i ,rtvwgRwmalnlu[i,YYR if, mijUI.[ MaMltr''''iy`Add°iy. PqU linriAaAr'r lrmmn6iry1*k 6X t Cy i { +�lT COQ CYi`"1 distne �,f xMAe,r16n a.w,irwiar U. I,1rer�,gy THERMAL ENVELOPE r�/IDON SYST[ M Type: CIM * All Tlwl Apply 14nnvc pV. f•un) T�... p t _.. i Aaiive(li'1#,fi ;a-1 nA„r •nn -ru- ' � •`� � taiUV ?fFA'a; nnulinninX +k'Yti:xt} 3 F � C m u insulation lncatiolt y. vwt a �pp w w a `{ W nq. f 12 W� I,ItPICI I'9cIRw•. il,wil', I: +c llcic Ikllnr Kntirr tiiMh +wgdA[inx W.11. fp,R Yn rrlr frA,.lp rsimhc rr AAagpM I`rrInINK G(t4h11r Gq t:IMde like 3ni.f (1'aaUdACignt m-- t,1'la Lrxe magi bp«um or6R,s cA,alrM Khoo JWO It" RT t Pryx. kI ll.;mY.Ir:gA.mGr«*>rlx+; ar i,nwwl %VAg rat ('rillag, YaUllyd - t/iro {�'inflxrtF xr CAnnICrCfl11 MrCMM Dram ramin GVCr pgrU�,x , tiGRrrihc Pdnrr lllMalAird 8Rx8 Windows 6 Doom {IC caunpore oonng Ducts dulshlo Cu[ailtionad 5lwcos r4YRVa [ i-r fAfet FAJ'!f ;tnAf SwetRAlr ttl_ ' Fhq 'dPUAk,lit inllh haarkd iPt [ °Inntinll[ICiI xY{'C .Av 1W.1 i.anl 0.11h al(81 It Wj: "`' + It-I'm MECHANICAL SYSTEMS • Make -up Air ,R•lrrt n'li•In:= Appliances prating Svslrul tkxrtr4w Wglry Ih'xfet 1j'x�,lin{; Sy;:trin tine Irrynile I ircr rnre•h ,'.ixlu [,'art type [ Y� a f`" ,. 1[ic�Rnn nlgan(xrhlrrl° y': G�,ry� }} 4-jr` IiUUxlwl nludel �YSRr(,�Crr('`s{ ft3pP1Q,f3A' '� hlerrlw;kul nilh 2:vllArA:{chriur.. - ilx'al in iglilT In [J,npld ix lRr�•Pna: Itnilal; Gr tiise alti5:. d elnsis: i'Gnx CnIMS•cli.:etsit>z tih•xrtarr'R ('nirais[r•d lfail4,trir 14m Ilan[ Ck. }(.P4p J aarzahvu of dlrcl ca a } ^.;leuA' nrult�,' slntu; Ii IT% q-3-6 PlTirknt'r i`al.,tlAkt[ - r,aAlrv{; loxli: a Cfhis Mechanical Ventilation System `I.Aid dild olt tk: if'. -Iny nllcll ilh ll ut owe,,ig ry twulill}; 9J•slcnd irinshdlrJ:. (r.t{ hxr 1',uaai[i'ti Gd iliF Gmnt)aStiOl1 Air SrfM 7} 4nIlICY Irenl lal[PIII WIIII {x`I3IMk� -41n rinfalGL'):. itk -up n --yrc ,4'Mrn ! fl Ncd Iw�uircll { v n ^�h, t..,�ln n' 111tV ( 1i4r i °I #Vl(,A ri[ 111 c1t1s {2,W ItiylY: 20ml. lad �lttMi nfllnrl rl li"41 la1w ux:ii ul t•nlle tom(['r Mat de_ibc: CniiA [ [ 'ly r - ;nrtx teR w•Irtiinl&lq "'le in ciias� 1 I i — itilati (U knnit[cnl +[xntlintnnkv trig in clips; Iugq,l Hurt UK — . "rncdd duel Created hY UAM vcmiIM 052009 Keyland Plan #3677 HVAC Load Calculations for Keyland Homes Prior Lake, MN 55372 RHVAC1 sIDZI ru%L, WAC LoADs3 Prepared By: Joe Storms Metro Air Inc. 16980 Welcome Ave SE Prior Lake, MN 55372 952 - 447 -8124 Friday, September 09, 2011 Rhvac is an ACCA approved Manual J and Manual D computer program. Calculations are performed per ACCA Manual J 8th Edition, Version 2, and ACCA Manual D. C+� y f k # 5 Pro'ect Report , .=^ � ..� � ,, . ��. ., � �, ,. sGel eral,.PiO ect�lnfO�matlort� Project Title: Keyland Plan #3677 Designed By: Erik Project Date: Thursday, September 9, 2011 Client Name: Keyland Homes Client City: Prior Lake, MN 55372 Company Name: Metro Air Inc. Company Representative: Joe Storms Company Address: 16980 Welcome Ave SE Company City: Prior Lake, MN 55372 Company Phone: 952 - 447 -8124 Company Fax: 952 - 447 -8126 Company E -Mail Address: joe @metroairmn.com Company Website: www.metroairmn.com Company Comment: Desi n`Data , _ Mvz. s . ; 1 ,v Yes , r Reference City: Minneapolis, Minnesota Building Orientation: Front door faces fast 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 Outdoor Indoor Indoor Grains Dry Bulb Wet Bulb Rel.Hum Rel.Hum Dry Bulb Difference Winter: -12 -12.38 80% n/a 72 n/a Summer: 95 73 36% 50% 75 24 C Total Building Supply CFM: 1,273 CFM Per Square ft.: 0.318 Square ft. of Room Area: 4,001 Square ft. Per Ton: 984 Volume (f?) of Cond. Space: 33,702 BUlldln :.Ca S { iF & 3 Ny Total Heating Required Including Ventilation Air: 83,605 Btuh 83.6054 MBH Total Sensible Gain: 39,163 Btuh 80 % Total Latent Gain: 9,625 Btuh 20 % Total Cooling Required Including Ventilation Air: 48,789 Btuh 4.07 Tons (Based On Sensible + Latent) ,t Rhvac is an ACCA approved Manual J and Manual D computer program. Calculations are performed per ACCA Manual J 8th Edition, Version 2, and ACCA Manual D. All computed results are estimates as building use and weather may vary. Be sure to select a unit that meets both sensible and latent loads according to the manufacturer's performance data at your design conditions. C:\ ... \keyland 3677.rhv Friday, September 09, 2011, 9:27 AM i C:\ ... \keyland 3677.rhv Friday, September 09, 2011, 9:27 AM �` "' II�d s 1 £ Load Preview Report Net ft.2 San Lat Net San Sys g Sys 9 Act Duct Scope Ton /Ton Area Gain Gain Gain Loss CFM CFM CFM Size Building _ 4.07: 984 4,001 39,163 9,625 48,789! 83,605 512 1,273 1,273' System 1 4.07 984 4,001 39,163 9,625 48,789 83,605 512 MI 1,273 0* Ventilation 11,990 8,825 20,815 45,320' Zonal 4,001 27,174 800 27,974 38,285 512 1,273 1- Bedroom /Den 286 1,383 0' 1,383 2,297 31 65 1 - -0" 2- Future Family Room 657 3,128 0 3,128 4,996 67 147 1 - -0" 3- Future Bath 59 0 0 0 341 5 0 0--0 4- Future Bedroom 243 892 0 892 2,146 29 42 1 - -0* 5 -Bath And Mud Room 141 1,418 0 1,418 2,540 34 66 1 -0* 6- Kitchen And Dinette 387 3,265 0 3,265 3,063 41 153 1 - -0* 7 -Great Room 405 3,077 0 3,077 3,885 52 144 1 - -0* 8 -Flex Room And Stairway 299 2,239 0 2,239' 3,712 50 105 1 - -0* 9- Foyer 215 1,197 0` 1,197 2,216 30,. 56 1 - -0* 10- Master Bath And Closet 216 1,434 0' 1,434 2,397 32 67' 1 - -0* 11- Owner's Suite 258 2,279 400 2,679 1,792 24 107 1 - -0* 12- Bedroom 2 210' 1,514 200 1,714' 1,361 18 71 1 - -0* 13- Laundry 63 217 0 217 614 8 10 1 - -0* 14- Bedroom 3 216 1,828 200' 2,028 2,393 32 Sol 86 1 - -0* 15 -Bath 2 141' 1,211 0 1,211 1,293 17 57 1 - -0* 16- Bedroom 4 205 2,092' 0 2,0921 3,239 43 98 1 - -0* C:\ ... \keyland 3677.rhv Friday, September 09, 2011, 9:27 AM C:\ ...\keyland 3677.rhv Friday, September 09, 2011, 9:27 AM System 1 Main Floor Summalry Loads m oe illell e MEN, Keyland Window: Glazing - Keyland Window, u -value 377 10,450 0 12,927 12,927 0.33, SHGC 0.33 Keyland Patio: Glazing - Keyland Patio, u -value 0.3, SHGC 84 2,116 0 3,410 3,410 0.37 11 P: Door -Metal - Polyurethane Core 39.6 966 0 356 356 15613 -1 Wall- Basement,, framing with R -13 sill to 156 773 0 0 0 floor in 2 x 4 cavity, core, no board insulation, plus interior finish, wood studs, 4' floor depth 12E -Osw: Wall- Frame, R -19 insulation in 2 x 6 stud 2909.9 16,620 0 4,433 4,433 cavity, no board insulation, siding finish, wood studs 151313 -1 Wall - Basement, , framing with R -13 sill to 338 1,392 0 0 0 floor in 2x 4 cavity, core, no board insulation, plus interior finish, wood studs, 8' floor depth 1613-44: Roof /Ceiling -Under Attic with Insulation on Attic 1618.3 2,991 0 1,957 1,957 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 -44 insulation 21A -20: Floor- Basement, Concrete slab, any thickness, 2 959.4 2,176 0 0 0 or more feet below grade, no insulation below floor, any floor cover, shortest side of floor slab is 20' wide 19D -19sp: Floor -Over enclosed unconditioned crawl 10.7 12 0 3 3 space, R -19 insulation on exposed walls, sealed crawl space, passive, R -19 blanket 20P -30: Floor -Over open crawl space or garage, Passive, 268.2 789 0 141 141 R -30 blanket insulation, any. cover____.._ Subtotals for structure: 38,285 0 23,227 23,227 People: 4 800 920 1,720 Equipment: 0 0 0 Lighting: 0 0 0 Ductwork: 0 0 0 0 Infiltration: Winter CFM: 0, Summer CFM: 0 0 0 0 0 Ventilation: Winter CFM: 506, Summer CFM: 562 45,320 8,825 11,990 20,815 AED Excursion :._._.._. _- 0 0 3,027 3,027__ System 1 Main Floor Load Totals: 83,605 9,625 39,163 48,789 Cec s. u e : -.. Supply CFM: 1,273 CFM Per Square ft.: 0.318 Square ft. of Room Area: 4,001 Square ft. Per Ton: 984 Volume (ft) of Cond. Space: 33,702 �. stem`Lo d Total Heating Required Including Ventilation Air: 83,605 Btuh 83.605 MBH Total Sensible Gain: 39,163 Btuh 80 % Total Latent Gain: 9,625 Btuh 20 % Total Cooling Required Including Ventilation Air: 48,789 Btuh 4.07 Tons (Based On Sensible + Latent) oe iffli Hills Rill is an ACCA approved Manual J and Manual D computer program. Calculations are performed per ACCA Manual J 8th Edition, Version 2, and ACCA Manual D. All computed results are estimates as building use and weather may vary. Be sure to select a unit that meets both sensible and latent loads according to the manufacturer's performance data at your design conditions. C:\ ...\keyland 3677.rhv Friday, September 09, 2011, 9:27 AM September 19, 2011 Key Land Homes ATTN: Erik Christenson 17021 Fish Point Road S.E., Suite 100 Prior Lake, MN 55372 Mattson Macdonald Young structural engineers Bassett Creek Business Center 901 North 3rd Street, #100 Minneapolis, MN 55401 612 -827 -7825 voice 612 -827 -0805 fax -P RE: Design of Braced Wall Panel Adjacent to Garage Door Openings at 2273 Wall Street, Eagan, MN MMY Project No. 11545 Dear Erik: As requested, we designed new structural framing for the above referenced project. We have designed the new framing in accordance with the Minnesota State Building Code. Our work only includes designing the new members as shown at the above referenced project and is based on drawings provided by you and from our conversations. Attached are sheets S1, S2, S3, S4, S5 and S6 with annotated framing notes showing the new members and connections. All framing shall be shored and temporarily braced as required by the contractor and all nailing shall be in accordance with IRC Table R602.3(1), as a minimum. Lumber shall be #2 SPF and treated lumber shall be #2 S. Pine. The 18" deep garage door headers and foundations were designed by others. Our calculations assume all lumber is of good quality and does not have large splits and checks and shall be visually inspected by the contractor at the time of construction. All fasteners in contact with treated lumber shall be G185 hot dipped galvanized or equal and rebar shall be grade 60. Concrete used for footings (4" slump) and small aggregate masonry grout (8" —10" slump) shall have a 28 day compressive strength of 3000 psi. When installed as indicated above, the new braced wall panel framing shown on the attached sheets shall support the loads as required in accordance with the Minnesota State Building Code. The opinions and recommendations contained in this report are based on information provided by you and on design -check calculations performed that were based on the information gathered. This report does not address any portion of the structure other than those areas mentioned. It does not provide any warranty, either expressed or implied, for any portion of the structure. If you have any questions or concerns, please feel free to contact us. Sincerely, Mattson Macdonald Young, Inc. Shannon W. Pierce, E.I.T. Eric M. Bunkers, P.E. MN Reg. No. 26490 I hereby certify that this plan, 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. Eric M. Bunkers Date: 09/19/11 Reg. 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R S 'O'O 10 S;;D m .91 S1S0r 09 M sm 11 O w "On "6 Fwd 0o1 2-, a� 4 III � O P -tr II U) U o s -.e —- ' S249fY1 aDOI/ L2 •'5� 0 �a poi a II J p9 u, o� Q� it till I i N ssvl ONOW L.na+ I w � -oo lV t I� I� II •O.O .9L le I w K II Q., axro a9veoLS L� I A I VIII .. .ZZ „A" m 8'. x 7' O.H. DOOR F 16' x 7'. O.H. DOOR SNE.F-1- SS (9,) VS P " H ?!} DaA ErN 664 Srr-hP hY BE USED H- -96 Ox LY, W/ VS P "L6rAS ' Srg4P A roP. SEE SHEET 5 TYPICAL GARAGE DOOR LOCATIONS GARAGE WALL PLANS SCALE 1R� �� iisii %iiii �� �.0 WrA ►� �r ������� iiiiiiisiir.►,'iiiiiiiiiii� i1 l�C nil .L 1 ■ ■ ■ ■.1 1119/ dF, ■ ■ ■ ■ ■ ■ ■■ ■ ■ ■ ■�% ■ ■ ■ ■■■■ ■%® - - .. .. . � r SHCET S EXTENT OF HEADER SOLD BLOCxNG 7 1 NS 16E 50L1D BLOCIOMG O O H S x INTERIOR WALL C— Son Basra.0 kB& ® M Matt-12. Id I vm NorN a m..,..wa Youung N' ^ ^ ° °peXF NN 55101 swcwral siaensix- enasxs.oK. engi ears aos a.. SEE MMY COVER LETTER, DATED 0911911 1, FOR ADDITIONAL INFORMATION AND REQUIREMENTS, KEY LAID FPONT GARAGE WALL DETAIL SCALE ( 1 /4" = I ' - o. f ?3 Wr4LL S7-.., E " H O M C S NLI 6' -0' TO 18' -0• 1000. STRAP OP „ %EATMM O0NTN.l0U5 DOOR 4EAOER VSP ' [SrA M FASTEN TOP RATE TO 4EAM WITH TWO MN. (2) 2.6 STLOS ROWS OF 16D SNCS2 NABS AT T O.C. (TYP.) MN. (2) 2.6 STUDS FOR A PANE. SPICE (F hEEO®). �! S How1V p,4SHEv AND OOCLQ ran" i;• i.Ew�(r. <iNBLD SY�► ;5) . aSEFFaIlI�TFNG E RR: W OPs ro- TYPCAL WRY DETA(. PER FIG RE R602.10.5 SERE SECTION RAO3. 1 .6 MN. 2.6 FRAMM (TYP. ) Q IU Rs t_T 1CO INTERIOR WALL C— Son Basra.0 kB& ® M Matt-12. Id I vm NorN a m..,..wa Youung N' ^ ^ ° °peXF NN 55101 swcwral siaensix- enasxs.oK. engi ears aos a.. SEE MMY COVER LETTER, DATED 0911911 1, FOR ADDITIONAL INFORMATION AND REQUIREMENTS, KEY LAID FPONT GARAGE WALL DETAIL SCALE ( 1 /4" = I ' - o. f ?3 Wr4LL S7-.., E " H O M C S I Mort ofl 6imu Gaak Bw ".—C-- ' Mact3�onald Nwh xd 5 WO 10001+ STRAP .� VSP "LSTR�, F Young structural 19p ".. nN x=.°, six- sn -xszs vac. 'SHEET 5� engineers ox- an -oeos �.. 5EE MMY COVER LETTER, DATED 09/19/1 1, FOR ADDITIONAL INFORMATION AND REQUIREMENT5. WITH $D COMMON OR GALVANIZED AT ALL PANEL JOINTS. 314" EXTERIOR PLYWOOD BOX NAILS IN 3" GRID PATTERN AS OR 0. S. B. S4 EATI -ZING SAWN AND 3" 0. C. IN ALL O 2x6 1 4FADE12 BLOCKING i .•I� ".•'�IN'IDE ..•� -1EAD �F2 .E�TYf�ICAL ).��� HF ..T I—I I I M1 � °• d 20" x 6 CONC . FTG . VERIFY REQ'D FOOTING DEPTH gy orHems EXTERIOR WALL FRONT GAPAGE WALL DETAILS KEG L41D SCALE: 1 /2" I` ©2 9-x7a WALL S7 H 0 m E S 10001+ STRAP .� VSP "LSTR�, F FASTEN SI EATI -ING TO HEADER TOP RATES. INSTALL BLOCKING WITH $D COMMON OR GALVANIZED AT ALL PANEL JOINTS. BOX NAILS IN 3" GRID PATTERN AS SAWN AND 3" 0. C. IN ALL O FRAMING ( STUDS . BLOCKING, _ X AND SILLS) (TYP . ) VSP STADl4tt GARAGE PIER SUPPORT lSr CA M 5 Now n, 0A'SH10 a �� WIDTH BASED ON 6-1 i PLAN - MN. 2 -2x6 REQ'D ON ALL DOCK OPNGS . PER CODE { EC-44T- TO-WIDTN: RATIO FOR 9' DOOR HEIGHT . MIN. WIDTH INSTALL MIN, 7/16' TI-ICKrESS g v.o'AIAN HL TION" 20 ". FOR 7' DOOR LA B m i" e O . S . B . S EATLING AT PIERS . I EIGHT. MIN. WIDTH INSTALL lat. PANEL AT LPPE12 - 16' . ETC. OUTSIDE CORNER COVERING BOTH HF ..T I—I I I M1 � °• d 20" x 6 CONC . FTG . VERIFY REQ'D FOOTING DEPTH gy orHems EXTERIOR WALL FRONT GAPAGE WALL DETAILS KEG L41D SCALE: 1 /2" I` ©2 9-x7a WALL S7 H 0 m E S - TOP RATES. INSTALL BLOCKING AT ALL PANEL JOINTS. SKt�'dV g1E•SI�Eb ( VERIFY STUDS P VSP STADl4tt I SUPPORT ANCHOR BOLT�s� a �� i PLAN - MN. 2 -2x6 REQ'D ON ALL DOCK OPNGS . PER CODE (-SEE "A" DETAIL) g v.o'AIAN HL TION" LA B m i" e HF ..T I—I I I M1 � °• d 20" x 6 CONC . FTG . VERIFY REQ'D FOOTING DEPTH gy orHems EXTERIOR WALL FRONT GAPAGE WALL DETAILS KEG L41D SCALE: 1 /2" I` ©2 9-x7a WALL S7 H 0 m E S ANCHOR BOLT - UST ***STR D W' BEND OF BRACKET FLUSH hS S}IOWN u5 REBA12 TM -A941-i (" A P P£D � W11N. +4T6NDS. I- n o 3 Matt on Mac nal l e"ee.w..ek od m-.a W.mssoloo � Young MNmeapel ;MM33101 rteucCUeK 612 -82] 7825— 612 -82] 8883 f z SEE MMY COVER LETTER, DATED 0911911 11 FOR ADDITIONAL INFORMATION AND REQUIREMENT5. BPACKET DETAIL AT GAPAGE SCALE: 3/4" = 1 ' -O" *NOTE: IF WALL IS AT MINIMUM REQUIREMENTS BASED FROM KEY L4ND 8602.10.5 '2 sT H 0 M C S'' City Inspection Dept. Copy City Forester Copy Applicant /Builder Copy (BUILDER, PLEASE READ ATTACHMENTS) Development WHISPERING WOODS 12th ADDITION Lot Number 5- Block Number 1 Address 2273 Wall Street Builder Kevland Homes Phone Number:-612-328-8578 Contact: Terry Long Tree Protection Requirements: City of Eagan NA Tree Protection Fencing Installed On Site (Black silt fence) Oak Tree Pruning (Immediately seal wounds during April 1 to July 31) Therapeutic Pruning Required Retaining Wall To Be Installed Other: Reolacement Trees: X Attachments: X Additional Notes: Not Required As Follows: Yes (Refer to attached documents for details) No H: \ghove \2011f1e \treepres \Tree Preservation Plan Whispering Woods 12" Addition Lot 5 1611170 F' FY EAGAN FORESTRY I1tV MON REVIEWED BY DATE �' PICNEERengineering CIVIL ENGINEERS LAND PLANNERS LAND SURVEYORS LANDSCAPE ARCHITECTS 2422 Enterprise Drive. Mendoo Heights. MN 55120, Phone: (651) 681 1914 Fax: (651) 6819488 - Pioneereng.com Tree Certificate for: KEYLAND HOMES ADDRESS: 2273 WALL STREET, EAGAN, MN BUYER: VIOLETTE MODEL: #3677 ELEVATION: A 4, TREE PRESERVATION NOTES z 0 BEFORE LAND CLEARING BEGINS. CONTRACTOR SHOULD MEET WITH THE Z CONSULTANT ON SITE TO REVIEW ALL WORK PROCEDURES, ACCESS ROUTES, 'y. STORAGE AREAS. AND TREE PROTECTION MEASURES. " NO FILL SHOULD BE PLACED AGAINST THE TRUNK, ON THE ROOT CRO'NN, CR WITHIN THE DRIP LINE AREA OF ANY TREES THAT ARE TO BE SAVED. NO GRADING, TRENCHING OR PLACEMENT OF EOUIPMENT IS ALLOWED IN THE TREE PROTECTION AREA. WORK PERFORMED Ya THIN THE TREE PROTECTION AREA SHOULD Be DONE BY HAND AND UNDER THE SUPERVISION OF THE CONSULTING ARBORIST. PRUNING OF OAK TREES MUST NOT TAKE PLACE FROM APRIL 15 TO JULY 15 TO PREVENT THE SPREAD OF OAK WILT DISEASE. IF WOUNDING OF OAK TREES OCCUR ANYTIME BETNEEN APRIL TO AUGUST, A NON -TOXIC WOUND DRESSING MUST BE APPLIED IMMEDIATELY, (EXCAVATORS MUST HAVE A NON -TOXIC TREE WOUND DRESSING WITH THEM ON DEVELOPMENT SITES). s To Be III. sNAu DE FENtEO CrF unw .EITEnI.. SAFEir TFE CR xEAVr DUTY ALL FENCE NFO 5 ?EEL STAKES AT THE DRIP UN[. OR AS DIRECTED Br THE ONVER'S o.N. TN,r PROTEGG FENCE WLL HE'J INSURE ACUNSi —AACI Vp SN S AND/ w GAL ALTERATION CF SOLS — 4:CRETE wASHWT. ANS AND LEAKAGE C•a Y TERt1A�i5. yr tOA.0 TREE PROTECTION DETAIL NOT 70 SCALE NSTAIL TREE CR S.LT FENCE P.Rn;RSTo GIT AT CLEAMNG PROTECTION ­GE S CL'LD PUCE L ALL G.—T. IS CCVPLETE. K DAVAGED `ECTCZ RCNOVEO. w 1ENUNC uLS' BE lACEO SIGN RI Ea.4NAL 900N V.vM CCYSTUCDM IS CCUaIETE. LOT 5, BLOCK 1, WHISPERING WOODS TWELFTH ADDITION DAKOTA COUNTY, MINNESOTA n,.Lnyan�rym�LmmpIRII %�. prep :IrvanyD,�E'rnna,rllTy4�r�.L superu'ui.m and Iha 1 am B Regieleml L n.HCalw• Aahilerl. SIGNED. PIONEER ENGINEERING. P.A. li�nn_ m I. R. i.FJA7GR IIII7a tX`p N }lljl'ERINO N'OOUS- I- 05- RD >_A%'e I— W W f— J J Q i TREE PROTECTION ROOT ZONE DETAIL NOT TO SCALE S SS Or A TREE'S RGOT SrSF_N IS LOCAIEO wtiup DIE 10P J' Or •Alt. sox Or A _S RCD1 srsK IS L.A.. —IN ME i0P V K 54L, MOST FINE ..Is ARE j-1 THE TCP I.- Df 541 —Al . AND I1 PROT IS THESE RCOTS MAT. —En. PRiuAR0.r N THE —A 4' RO0T5 ECUAL 10 1, IER AVD NUIRNNT I. -,.S' 1. EVERT 1. OF UPTAKE. TO.NIN DIAMETER (YBXJ SOME TREES CAN .wain, UP 1D sox ROOT SEVERANCE .NNE PROTECTED ROOT 241E OD1H�ER In SPECIES ARE vft+ SGASDUF TO PLAN X V TREE PROIECi:Ox PfENCE ANr ROOT SEVERANCE, DRIP LINE SOIL eCUPACIH9T AND FILL OvfR RDDT S,S— ARE ASi AS DANADNC AS I RCO1 SE-A..I. AND IN DBE NNNWIED ECR ER 54L OzrCEN LE-1. Tree Size Tree Type Nctes Status 1 20 Oak Sarre 24 Oak Sale 7 10 Boxeldif McrSigniftant Sa.N 7 12 Eozelder Sae 5 8 Black Cherry Save MITIGATION NOT REQUIRED 0 DENOTES TREE e_ OR LARGER TREE FENCE LOCATION SUBJECT TO CHANGE BASED ON FINAL GRADING REQUIRED FOR HOUSE LOCATION SHOWN. THIS SHOULD NOT CHANGE THE STATUS OF THE SIGNIFICANT TREES TO BE SAVED. I I INCH: 30 FEET 1 OF 1 PROPERTY LEGAL: LOT SURVEY CHECKLIST FOR RESIDENTIAL 1011-70 BUILDING PERMIT APPLICATION LATEST REVISION: ❑ a� c ca cc �� j ❑ ❑ Property corners ,0 ❑ v * Top of curb at the driveway and property line extensions o z a • DOCUMENT STANDARDS ❑ p • Registered Land Surveyor signature and company �f ❑ 0 • Building Permit Applicant 'z p ❑ • Legal description _e 0 ❑ • Address _J2' 0 ❑ • North arrow and scale p 0 • House type (rambler, walkout, split w /o, split entry, lookout, etc.) p ❑ • Directional drainage arrows with slope /gradient % 'z' ❑ ❑ • Proposed /existing sewer and water services & invert elevation x►° ❑ p • Street name ❑ 0 • Driveway (grade & width - in R/W and back of curb, 22' max.) fCY 0 ❑ • Lot Square Footage "P' ❑ ❑ • Lot Coverage ELEVATIONS ❑ Existing j ❑ ❑ Property corners ,0 ❑ ❑ * Top of curb at the driveway and property line extensions ❑ ❑ • Elevations of any existing adjacent homes ,gam ❑ ❑ • Adequate footing depth of structures due to adjacent utility trenches ❑ 115 ❑ • Waterways (pond, stream, etc.) Y �J� • Proposed �( ❑ ❑ • Garage floor �j ❑ ❑ • Basement floor �j ❑ ❑ • Lowest exposed elevation (walkout/window) .eJ 0 0 • Property corners 0 0 • Front and rear of home at the foundation PONDING AREA (if applicable) ❑ Easement line ❑ NWL ❑ ,0 ❑ • HWL ❑ ;0� ❑ • Pond # designation ❑ Iff 0 • Emergency Overflow Elevation ❑ 115 0 • Pond/Wetland buffer delineation Y �J� • Shoreland Zoning Overlay District Y wj • Conservation Easements DIMENSIONS id 0 ❑ • 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 ❑ ❑ • Setbacks of proposed structure and ' yard setback of adjacent existing structures �p ❑ 0 • Retaining wall requirements: Reviewed By: Date �3 G:/FORMS /Building Permit Application Rev. 11 -26 -d4 CJ 0 C J PI NEERengineering CIVIL ENGINEERS LAND PLANNERS LAND SURVEYORS LANDSCAPE ARCHITECTS 2422 Enterprise Drive, Mendota Heights, MN 55120, Phone: (651) 6811914 Fax: (651) 6819488 - Pioneereng.com Certificate of Survey for: KEYLAND HOMES LOT AREA = 14,046 SF ADDRESS: 2273 WALL STREET, EAGAN, MN HOUSE AREA =2,127 SF BUYER: VIOLETTE MODEL: #3677 ELEVATION: A SIDEWALK =48 SF 3 :1 Maximum Slop" PORCH =96 SF DRIVEWAY AREA =867 SF of Rotaining Wall Will COVERAGE =22.3% N80o, 1, 23,,W W Required BUILDING COVERAGE =15.8% A I �r 0 rn It CV ?a 1- J � d Z Ld Z W Q W ~ Z Q W Z Ld Ld 5 Q fn Q o W ioII\ \ \J 0 O O Z .5 S89 050'03 "W St 966.05 tob O am o VACANT o C, v rn rn PnRmvwi.. BENCH MARK: TOP NUT HYDRANT ELEV.= NOTE: ADD FOUNDATION LEDGE AS REQUIRED NOTE: GRADING PLAN BY LAST DATED WAS USED TO DETERMINE THE PROPOSED ELEVATIONS SHOWN ON THIS CERTIFICATE. NOTE: PROPOSED BUILDING DIMENSIONS SHOWN ARE FOR HORIZONTAL LOCATION OF STRUCTURES ON THE LOT ONLY. CONTACT BUILDER PRIOR TO CONSTRUCTION FOR APPROVED CONSTRUCTION PLANS. NOTE: NO SPECIFIC SOILS INVESTIGATION HAS BEEN PERFORMED ON THIS LOT BY THE SURVEYOR. THE SUITABILITY OF SOILS TO SUPPORT THE SPECIFIC HOUSE PROPOSED IS NOT THE RESPONSIBILITY OF THE SURVEYOR. BENCH MARK: ,TOP OF SPIKE ELEV.= 964.83 18_23 ,68 ;> R -104 , n =09 °58 34 R BENCH MARK: `TOP OF SPIKE ELEV.= 963.09 V t �I �I I V V By Da"3 �3 EAGAN ENGINEERING ULY "T HOUSE ELEVATIONS : (PROPOSED)/ASBUILT LOWEST FLOOR ELEVATION ; (957.6) TOP OF FOUNDATION ELEV. ; (966.4) GARAGE SLAB ELEV. ® DOOR (966.0) 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 DENOTES SPIKE WE HEREBY CERTIFY TO KEYLAND HOMES THAT THIS IS A TRUE AND CORRECT REPRESENTATION OF A SURVEY OF THE BOUNDARIES OF: LOT 5, BLOCK 1, WHISPERING WOODS TWELFTH 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 21ST DAY OF JULY, 2011. SCALE : 1 INCH = 30 FEET 111178.000 PJB /NJK SIGNED: ION E ENGINEERING, P.A. BY: Peter J. Hawkinson License No. 42299 City of Eapn Address: 2273 Wall Street Zip: 55122 Permit / #: 1/01170 The following items were / were not completed at the Final Inspection on: 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 ✓ ` M ULL,iJ Trail / Curb Damage i l JA Porch Lower Level Finish Fireplace �0 Ala • 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 Inspections \FORMS \Checklists