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4533 Majestic Oaks Pl ñý ðî ÿ ÿþþýüúüúû ùýýþþïîîèþ óíþ ñÚ å ã ÿþ þýüûúùí æø ýûúù ûúù÷ö ùâý ÜÝ ø ý øãåýùú ä þóý ë æò ù ùù æÿò ôý ôò ù öá æü é þ ý ùüýæ ù é ø üôè óý üúö æôúòô é ëêãßêéé öù þý ò àýêãßêéïéï àýãÿé õô óò ùù þíæ íô ûôòúÛ è çããñÚ å þéý ñ÷ì ñ÷ã ðìîãì ò üúö ò òç ò ùù òòæ ô ôùúöòùùüþ æñ þý øúæ å é ùùá ôþ ý ýúþ ý Addl'ess 4533 Majestic Oaks P1 ZlP 55123 LOt q Blk I Sub Majestic Oaks 2nd Addition THESE ITEMS WERE / WERE NOT COMPLETE AT THE TIME OF THE FINAL INSPECTION. Date: Yes No Inspector: . Final grade ( ' from siding) Petmanent steps (garage) ' Permanent steps (main entry) Permanent driveway Permanent gas Sod/Seeded grass Trail/curb damage Porch Basement finish Deck Please ve n'fy with the builder the remova! of roof test caps from the plumbing system and the shut-off of water supply to the outside Iawn faucet before freeze potential exists. Contact engineering division at 681-4645 before working in right-of-way or installing underground sprinkler system. White - City Copy Yellow - Resident Copy Pink - Contractor Copy 9 . . . . ?--. , ... . .,, .. . : .. , ,, _ .,;. . .s... - ti,y,, ?w .ti. -. ...?.. _ , . . . . p?zti?1 r ? ??? 41 t-) 3 3gr/rs 71& aAKS ?L s Rau NsM I NTE RTEC 'i ?\ 1, DAILY OBSERVATION REPORT Project Z ? ?,yt ' ( I, Report #: Location: bO+ Z} TAIL 1 Date: L( "J ? ??? 62- va<am , v4 V\ Personnel Classification Regular Hours Overtime Hours Areas and work performed this day: --f?a i ; 4 -f . . ? ?r f-y`61n'l aAi`?? , L2Gn-\ 6Gk4 w(4-A,,-4 ? vAC,,Qc? -{1 ?2 '\v\ G(M.PG(?'v wr '?o t c?. 0 L/ e Yc'?A,W-A'M w A4, X?t s C-SV6vdn? wa?{ wAz> .Q !? ??v? ?G+ a?¢ ? Dov T? ?J? • ? ( ( w? ? ?tCct`?"z r ? ' '• Cti?( C ?'1D'?C `?+? ?-?° v l ???-.?.2 Weather: cj?vat,N1 PerFormed B "- Y: _ ;' i • Submitted To: ?-F:!DAILY 1 DOR-01 ?o^, 4?` ? RESIDENTIAL O L ILDING PERMIT APPLICATION `?`aU . . CITY OF EAGAN m p - y-q ? lo? 3830 PILOT KNOB RD - 55122 539---1.c"?_ '_l 0 -";lJ 651-681-4675 . n 4 ? ?__t 1 & ? NewConsWCUonRequirements ?T w 'I95jej • 3 registered sile surveys showing sq. ft. of lot, sq. fl. of house; and all roofed areas (20% maximum lot coverage ailowed) • 2 copies of plan showing beam & window s¢es; poured found design, etc.) • 1 set of Energy Calculations • 3 copies of Tree Preservation Plan'rf lot platted after 711193 • Rim Joist Detail Options selection sheet (bldgs with 3 or less units) c7?-- ? S?' DATE .-1 - b a- VALUATION J JOB SITE ADDRESS YS 3 3 lf??-l-C ? IF MULTI-FAMILY BUILDING, HOW MANY UNITS? PROPERTY OWN c TYPE OF WORK , ! 1. - FIREPLACE(S) _ 0 IT 2 APPLICANT fQ5 u9,4:5d.1_'k PHONE# ADDRESS_ 233oa 6N-1>'--vL11 su ZIPCODE PAGER# CELLPHONE# G12--32-1? -'ZTFZ FAX# 2S2 - ID YVvSN) _ NEW RESIDENTIAL BUILDING ONLY - FILL OUT COMPLETELY Energy Code Category (check one) Plumbing Contractor: L Plumbing System Includes: _ MINNESOTA RULES 7670 CATEGORY 1 - Residential Ventilation Category 1 Worksheet Submitted - Energy Envelope Calculations Submitted " MINNESOTA RULES 7672 - New Energy Code Worksheet 5ubmitted cc-ml"'l F Phone Water Softener Lawn Sprinkler Water Hcater No. oF R.I. 13aths No. of Balhs ? 572-?I`f-)- lp 3 Z> Fee: $90.00 Mechanical Contractoe Lv lP 6 /t Z-k` Phone # 7 6 eg "' 'F ? ? > Mechanical Syslem Includes: Air Conditioning Fee: $70.00 Heat Recovcry System C Sewer/Water Contractor: Phone # All above information must be submitted prior to processing of application. I hereby acknowledge that I have read this application, state that the information is corr 'ct, and .(gr e to comply with all applicable State of Minnesota Statutes and City of Eagan O inances. D Signature of Applicant ? Certifcates of Surve Received ? Tree Preservation Plan Received Not R e?q?2 ate 1 209? U02 ?? Y v?.?s ?o '?i-? ? 3Jaa , ? gY ? - ju . T RemodellReoair Requirements • 2 copies of plan • 1 set of Energy Calculations tor heated additions-" • 1 site survey for exterior adddions & decks • Indicate If home served by septic system for additions OFFICE USE ONLY .s r X 01 Foundation ? 07 05-plex ? 13 16-plex ? 20 Pool ? S0 Accc;ssory Bldg : ? 02 SF Dwelling ? 08 06-plex ? 16 Fireplace ? 21 Porch (3-sea.) ? 31 Ext. Alt - Multi ? 03 01 of _ plex ? 09 07-plex ? 17 Garage ? 22 Porch/Addn. (4-sea.) ? 33 Ext. Alt - SF ? 04 02-plex ? 10 OS-plex ? 18 Deck O 23 Porch (screened) ? 36 Multi ? 05 03-plex ? 11 10-plex ? 19 Lower Level ? 24 Storm Damage ? 06 04-plex ? 12 12-plex Plbg_Y or _ N ? 25 Miscellaneous X 31 New ? 35 Int Improvement ? 38 Demolish (Interior) ? 44 Siding ? 32 Addifion ? 36 Move Bldg. ? 42 Demolish (Foundation) ? 45 Fire Repair ? 33 Alteration ? 37 Demolish (Bldg)* ? 43 Reroof ? 46 Windows/Doors ? 34 Replacement •Demolition (Entire Bldg only) - Give PCA handout to applicant 9470 Valuation !/ 7 Occu anc stem r4- MClES S U -C 0 p y y , Census Code Zoning City Water 21? SAC Units () ? Stories ? Booster Pump Nbr. of Units Sq. Ft. 2-1 gr o T( PRV ? Nbr. of Bldgs Length (A If Fire Sprinklered Type of Const Width a 2-#_ REQUIRED INSPECTIONS ? Footings (new bldg) FinaUC.O. _ Footings (deck) _ FinaUNo C.O. Footings (addition) _ Plumbing ? Foundation _ HVAC ?r Drain Tile Other Roof _ Ice & Water _ Final _ Pool _ Ftgs _ Air/Gas Tests _ Final Framing _ Siding Stucco Stone Fireplace _.,4 R.I. ?(Air Test I Fixtal Windows (new/replacement) Insulation ? Retaining Wall Base Fee Surcharge Plan Review MC/ES SAC city sac Water Supply & Storage S&W Permit & Surcharge Treatment Plant Plumbing Permit Mechanical Permit License Search Copies Other Total , Approved By T 2, , Building Inspector ? ??ar l, y ?%,? i ?l ? ? ? 77 0 X / ? 32,,.> qo c 4 ? 47101 MAJESTIC OAKS 2ND 4525 4528 4529 4532 4533 4536 4537 4538 4540 4541 4544 4545 4548 4549 4553 4557 4561 4565 10 47101 110 01 10 47101 120 01 10 47101 100 Ol 10 47101 130 01 10 47102 020 01 10 47101 140 01 10 47102 010 01 10 47101 10 47101 15001 1047101 07001 10 47101 16001 10 47101 060 01 10 47101 17001 10 47101050 Ol 10 47101 040 01 10 47101 030 01 10 47101 020 01 10 47101010 01 47102 1vIAJESTCC OAKS 3RD MAJESTIC OAKS PLACE v?- (Lift Station) 5 Building Permit Application Date March 20. 2002 Construction cost 8202.875. Description of work Sinale Familv Dwellinq Street Address 4533 Maiestic Oaks Place Lot 1 Block 1 Subdivision! PID. # Maiestic Oaks 3rd Addition. Proaertv Owner Narne M. R. Hebert & Associates Inc., contact Mark Hebert Phone # 952-467-4195 mobile 612-328-2592 Fax 952-461-4197 E-mail Street address 23300 Grandview Trail City Lakeville, State Minnesota Zio 55094 Contractor Companv M R Hebert & Associates Inc Phone 952-461-4195 Contractor M.R. Hebert 8 Associates Inc. Phone 952-461-4195 Street address 23300 Grandview Trail license # 5700 Zio 55044 _ Architect/ Enaineer Companv Planco Name Tom Korte Phone # 651-452-0724 Street Address 3435 Washinq ton Dr Citv Eaaan State Minnesota Zia 55122 Sewer 1 Water corrtractor licensed Plumber Clearwater Plumbina (952) 447-8930 Heatina & Air Conditioning Contractor Lofaren Headna & Air (651)-460-8313 I hereby acknowledge that I have read this appfication, slate that the information is correct, and agree to comply with all applicable state of Minnesota Statutes and City of Eagan Ordinances. Signature of applitant MECcheck Compliance Report 2000 Minnesota Energy Code MECcheck Softwaze Version 3.3 Release lb Data filename: C:1Program Files\Check\MECcheck\02-224.cck COLTNTY: Dakota STATE: Minnesota ZONE: 2 CONSTRUCTION TYPE: Single Family DATE: 03/21/02 DATE OF PLANS: 3-21-02 PROJECT INFORMATION: LOT 2 MAJESTIC 3rd ADDITIOIv COMPANY INFORMATION: HEBERT & ASSOCIATES COMPLIANCE: Passes Maximum UA = 579 Your Home = 461 20.4% Better Than Code Ceiling 1: Raised or Energy Truss Wall 1: Wood Frame, 16" o.c. Window 1: Above Grade, Vinyl Frame, Double Pane Door 1: Glass Door 2: Solid Door 3: Solid Basement Wall 1: Solid Concrete or Masonry, 8.8' hU0.6' bg/8.8' insul Basement Wa112: Solid Concrete or Masonry, 3.5' hd2.9' bg/3.5' insul Floor 1: All-Wood Joist/Truss, Over Outside Air Fumace 1: Forced Hot Air, 90 AFUE Proposed and Maximum U-Factor Averages Gross Area or Cavity Perimeter R-Value Permit Number Checked By/Date Glazing Cont. or poor R-Value U-Factor UA 1413 44.0 0.0 31 3270 19.0 0.0 160 419 0310 130 80 0.330 26 18 0.230 4 40 0350 14 1064 11.0 0.0 92 50 11.0 0.0 4 18 38.0 0.0 0 Proposed Average U-Factor Maximum Allowed U-Factor Above-Grade Windows and Glass Doors 0.313 0.370 Includes Foundation Windows > 5.6 fr2 LOT SURVEY CHECKLIST FOR RESIDENTIAL ? . • BUILDING PERMIT APPLICATION PROPERTYLEGAL: Lo? a Znc,K_ ? /?2G,as7iG ?GATS 3r DATE OF SURVEY: LATEST REVISION: ? CD c m t U DOCUMENTSTANDARDS O z ¢ p-?/ ? ? • Registered Land Surveyor signature and company !N El ? • Building PertnitApplicant ? ? • legaldescripdon ? ? • Address ? ? ? • North artow and scale 2( ? o • House type (rambler, walkout, split w/o, split entry, bokout, etc.) 15/0 ? • Directional drainage arrows with slope/gradient °k d? ? • Proposedlexisting sewer and water services & inveR elevation ? ? • Street name d ? ? • Driveway d ? ? • Lot Square Footage ? ? ? • Lot Coverage M'/ ? ? • Benchmark ELEVATIONS Existina ?/? ? • Sewer service (or Proposed) ?" ? o • Property comers [a? o? . Top of curb at the driveway and property line extensions ?? ? • Elevations of any existing adjacent homes ??? • Adequate footing depth of sWctures due to adjacent utility trenches v? ? • Waterways (pond, stream, etc.) Prooosed /? ? • Garage floor v ? ? • First floor E/ ? ? • Lowest exposed elevation (walkouUwindow) V ? ? . Property comers U/ ? ? • Front and rear of home at the foundaGon PONDING AREA (if aoolicable ? ? • Easement line Q' ? ? . NWL ? 0 ? • HWL [a/ ? ? • Pond # designation ? D/ ? • Emergency Overtiow Elevation / DIMENSIONS ? • Lot Iines/Bearings & dimensions C3?/ ?? • Right-of-way and street width (to back of curb) GY 0 0 • Proposed home dimensions including any proposed decks, overhangs greater than 2', porches, etc. / (i.e. all sUvctures requiring permanent footings) ?T ?? • Show all easements of record and any City utilities wkhin those easements ? • Setbacks of proposed structure and sideyard setback of adjacent existing structures ?? • Retaining wail requirements, ff any Reviewed: ?,?s ?i ???6r,c???'i'?_? ?? ?f- /.n Name / ? ?T / Date BRAUN SM I NTE RTEC Apri116,2002 Mr. Todd Brennan Friedges Excavating, Inc. 21980 Kenrick Avenue Lakeville, MN 55044 Dear Mr. Brennan: 1 ?N ? 0 dm APR 1 $ 2002 Re: Excavation Observations and Compaction Testing, Proposed House, Lot 2, Bloclc 1- Majesric Oaks 3rd Addition, 4533 Majestic Oaks Place, Eagan, Minnesota As you authorized, we have completed the excavation observations and compaction testing at the aUove-referenced lot. The purpose of the excavation observations was to aid in evaluating the suitability of the soils encountered in the bottoms of the excavation for fill and house support. The purpose of the compaction testing was to aid in evaluating the suitability of the engineered fill placed for house support. AvailaU)e Information No soil borings were performed for the proposed house. Previous grading had been performed on this lot. It appears the proposed house is off the graded house pad on the north/northeast side (below the garaee). There was no documentation provided to us regarding the previous grading. This report only addresses the soil correction where the proposed house went off the graded house pad. At the time of our observations, we were provided with a Certificate of Survey prepared by Tri- Land Company, dated April 1, 2002. House offset stakes were set in the field by Friedges Lxcavating, Inc. (Friedges). Braun Intertec excavation oversizing measurements, bottom of excavation elevations and compaction test locations and elevations were referenced to these stakes. The exact house pad location is the responsibility of others. Proposed Construction The proposed house will be a two-story, full basement walkout type with an attached triple garage. Finish basement floor will be at elevation 914.3 feet and garage floor at 923.3 feet. It should be noted that the footings in the garage area were lowered to the same elevation as the basement footings (about 913 1/2). We assume the house will be supported by conventional spread footings designed for an allowable soil bearing pressure not exceeding 2,000 pounds per square foot (psf). Excavation Observations Bwun InMrtec Corpowtion 6950 Wesf 146th Slreet, Suite 131 Apple Valley, Minnesola 55124-8520 952-431-4493 Fax: 952,431-3084 Enginaers and Scientists Serving the Bvilt and Natural Environments° Project BODX-02-041C The excavation observations were conducted by a senior engineering assistant on April 5, 2001. The excavation observations consisted of observing the soils exposed in the bottom and sidewalls Friedges Excavating, Inc. Project BODX-02-041C April 16, 2002 Page 2 of the excavation. The approximate density or consistency of the soils encountered was estimated by judging the force required to advance random, shallow (about 1 to 3 feet deep) hand auger probes. Soi] classifications were determined in the field by examining the hand auger probe cuttings in general accordance with the American Society for Testing and Materials (ASTM) procedures. When we arrived on site, the excavating contractor (Friedges) had removed approximately 7 to 9 feet of unsuitable soils from below the garage and oversizing areas at the north end of the house. The bottom of the excavation ranged from approximate elevation 906 at the rear of the garage (north) to 911 at the front of the garage (east). The soils encountered in the bottom of the excavation primarily consisted of lean clay that was judged to be in a medium to rather stiff condition. The approximate dimensions of the soil correction at the north end of the house pad area was about 20 to 30 feet (north to south) by 60 feet (east to west). Based on the construction staking provided by Friedges, the excavarion was oversized about 8 to 10 feet beyond the wall lines. See the attached sketch which shows the proposed house location, the approximate area of the previously graded pad, excavation limits of these soil corrections and bottom of excavation elevations. Fill and Compaction Tests The soils used as engineered fill for house support consisted of either poorly graded sand with silt or silty sand. The engineered fill was placed in about 1-foot lifts with a skid loader, then compacted with a self-propelled, vibratory, sheepsfoot rol]er. A total of 4 compaction tests were performed in the engineered fill placed for house support. All of the compaction tests met or exceeded the minimum density requirement of 95 percent of standard Proctor maximum dry density (ASTM D 698). Compacrion tests were taken at about 2-foot intervals up to footing subgrade elevation of about 913 1/2 in the garage area. The compaction tests and Proctor curves are attached to this report. Conclusions Based on the results of our excavation observations and hand auger probes, it is our opinion the soils encountered at the excavation bottom in the area of the soil correction at the north/northeast portion of the house pad are suitable for fill and house support. Based on the construction staking provided by others it appears the excavation of the north/northeast portion of the house pas was adequately oversized. Based on our compaction test results, it appears the engineered fill tested (to about elevation 913) was adequately compacted for house support. General Remarks It should be noted that standard penetration test borings with power equipment were not taken to evaluate the soils at depth. However, the soils which were visible and the results of the hand auger probes indicate that the risk of deh-imental settlement due to poor soils at depth is very small and Friedges Excavating, Inc. Project BODX-02-041C April 16, 2002 Page 3 we, thus, recommend that it be assumed by the owner. The cost for taking soil borings to better define that risk does not appear warranted. Services performed by the geotechnical engineers for this project have been conducted with that level of care and sldll ordinarily exercised by members of the profession currently practicing in this area. No warranty, expressed or implied, is made. Thank you for using Braun Intertec, if you have any questions concerning this report or the attached resuits, please contact Dave Youngstrom or Greg Bialon at (952) 431-4493. Sincerely, Braun Intertec Corporation ------ David T. Youngstrom Senior Engineering As s nt Professional Certifichti6n: `-' 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 EnEiineer under the laws of the State of Minnesota. Grego tlon, PE Associate Principal Registration Number: 24017 Date: April 16, 2002 Attachments: Excavation Observations Sketch ReUort of Field Compaction Tests, Report 1 Proctor Curves, P-1 and P-2 c: Building Inspection Dept.; City of Eagan dty/gjb:skg/02041 c\pt Previously Graded Pad 8' 10' Oversizing,1 7705g, 32" E 309. 906 \ 908 .o ? 3 0? l\? ?, i?4??1 _ . •?? -? . ` " W 1C}1.49 1•' ? .? G ? t` ? ?• `ye? ? ?? ? .-° ? ?? •? ? i SfO 908 o• • ? 91?? N {. • 1 ? ? .'. -:,:° .k?. •...-: .---•-• .•. .. 6 12" ? ? AelY 43 0 . ?c 922 (92 7 =62030 , 76 ?o ? L a Legends XXX Approximate excavation bottom elevation .? ,,,. ? Approximate excavation limits INT DATE ISHEET BRaUW Excavation Observations ORAWN BY: vTY 4 5 02 ? 1 Proposed House - Lot 2, Block 1 APP'D BY: 'Z y iU pZ oF INTERTEC Majestic Oaks 3rd Addition Joe r+o. BODR-02-041C 1 Eagan, Minnesota owc.r,o. I FICURE# SCALE 1 "=;30 1 BRAUNS" , I NTE RTEC Report of Field Compaction Tests Date: April 12, 2002 Client: Mr. Todd Brennan Friedges Excavating, Inc. 21950 Kenrick Avenue T9LPtl1llP XA-M ssnaa 8raun Interfec Corpomfion 6950 West 146th Street, Suite 131 Apple Valley, Minnesota 55124-8520 952-431-4493 Fax:952-431-3084 Engineers and Scieniisfs Sarving fhe Buift and Naturol EnvironmentsO Project: BODX-02-041C Report: i Project Description: Excavation Observations and Compaction Testing Lot 2, Block 1- Majestic Oaks 3'd 4533 Majestic Oaks Place Raaan_ Minnesota est ate ype Soil ID and Classilication Optimum A'Ioisture* (%) Mas. Lab Dry Density* (Sfd.Proc.) (pcfl Inplace ii'Ioisim•e (%) Inplacc Dry Density (pcf) Retative CompacYion (%) 5pecified A4inimum i,ompact. ('%) i I Comments 1 4/8/02 N P-1: SP-SM 11 123 7 120 97 95 A 2 4/8/02 NT P-1: SP-SM 11 123 6 121 98 95 A 3 4/8/02 N P-2: SP 11 126'/2 9 125 99 95 A 4 4/8102 N P-2: SP 11 126%z 10 124 98 95 A I:ey: N = Nuclear, ASTM D 2922 SC = Sand Cone, ASTM D 1556 * = O.M. and M.L.D.D. rounded to nearest 0.5 A= Test results comply with specifications. B= Test results do not comply with specifications. C= Test results meet zero air voids criteria. Test Test Location Elevation 1 Lot 2, Block 1, NW garage corner 908 2 Lot 2, Block 1, NW garage comer 910 3 Le+. 2, Bl.eck ?, NTE garage corner 911 4 Lot 2, Block 1, NE garage corner 913 Elevation Reference: c: Building Inspection Department; City of Eagan Braun Intertec Corporation David T. Youngstro Senior En?ineerin As iA 02041 c%ctsa MOISTURE-DENSITY RELATIONS OF SOILS 125 . 123 I I I I 121 I N N ? T ? ? 119 I I I I ZAV for ? Sp.G. _ # 2.65 117 ? ? I ? ? 1 1 I I ? ? I I ? ? I ? I I I I I I ? 115 ? ? - L H 3 5 7 9 11 13 15 Water content, % Test specification: ASTM D 698-91 Procedure B Standazd Elev/ Classification NaL > °a % < Depth USCS AASHTO Moist. Sp.G. LL P? 3/8 in. No.200 SP-SM 2.65 TEST RESULTS MATERIAL DESCRIPTION Maximum dry density = 123 pcf Optimurri moisture = 11 % SPSM-POORLY GR.ADED SAND W/SILT, F-M GRAINED, BROWN Project No. BODX02041CCIient: FRiEDGES Project: MAJESTIC OAKS 3RD ADD. Lot 2, Block ] o Location: EAGAN, MN Remarks: MOISTURE-DENSITY RELATIONS OF SOILS BR/'1UN 'NTERTEC Figure P-] MOISTURE-DENSITY RELATIONS OF SOILS 130 I I 128 126 I u n a V/ C N V T ? 124 I I ? I I I I I I 122 I I I I I I I I ZAV f I or Sp.G. _ 120 ? 2"7 5 7 9 11 13 15 17 Water content, % Test specification: ASTM D 698-91 Procedure B Standazd Elev! Classification Nat > °a % < Depth USCS AASHTO Moist Sp.G. LL P? 3/8 in. No.200 SM 2.7 TEST RESULTS MATERIAL DESCRIPTION Maximum dry density = 126.5 pcf Optimum moisture = 11 % SM; SILTY SAND, F-M GRAINED, BROWN Project No. BODX02041CCIient: FRIEDGES Project: MAJESTIC OAICS 3RD ADD. Lot 2, Block I • Location: EAGAN, MN Remarks: MOISTURE-DENSITY RELATIONS OF SOILS BRAUN INTERTEC Figure P-z w ? SURV SER '0 o 7 ?Y N`y<? 970??.> 9082 LEGAL DESCRIPTION: Lor 2, BLOCK/_, _M:A_QZsTre QA-r 3Ap ACCORDfNG TO THE RECORDED PLAT THEREOF I?ICo1? COUNTY, MINNESOTA ADDRESS: ? /v?+C. tDqICs PL. _ or: ? ? ? ? ? ? 0 ? n ? Scale 1 "=30' o? Ak,kTRI-LAND C0. LEGENp • OENOTES 6RON MONUMENT a DENOTES WOOD HUB SET 110 DENOTES EXISTING SPOT ELE VATI ON [910? DENOTES PROPOSED SPOT ELEVATI4N ?-- DENOTES DRAINAGE DIRECTION ?NVERT ELEVATION AT SERVICE EX7ENSION= q11, S PROPOSED GARAGE FLOOR EI.EVATION = PROPOSED FIRST FLOOR ELEVATION PROPOSED BASEMENT FLOOR = 9 ly.3 ELEVATION Vai k,OCA-:?- NOTE VERIFY ALL FLOOR HEfGHTS WITH ^ FINAL HOUSE PLANS I haraby certify tAut this survey,plan or rsport was preparad by me or under my ? m???. direct supervision and that I am a duly gradley J. S enson, Mn. ReQ. No. 15235 Reqistered Land Surveyor unCar the Lnws of the State of Minnesotc: Dote •fl/I 1oa- P6Uked oc., nc L.cl"f '?,\t?;?r,d Prec _ 2?z46' ??Cyo coiR?p?'? ?AGA'Vi ?_ .. . tv , I,)EL0N\JG lNSPEC`??OIAS a? v PERMIT City of Eagan Permit Type:Plumbing Permit Number:EA131160 Date Issued:06/04/2015 Permit Category:ePermit Site Address: 4533 Majestic Oaks Pl Lot:2 Block: 1 Addition: Majestic Oaks 3rd PID:10-47102-01-020 Use: Description: Sub Type:Residential Work Type:Alteration Description: 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. Carbon monoxide detectors are required within 10 feet of all sleeping room openings in residential homes (Minnesota State Building Code). Fee Summary:PL - Permit Fee (miscellaneous)$55.00 0801.4087 Surcharge-Fixed $5.00 9001.2195 $60.00 Total: 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. Contractor:Owner:- Applicant - Timothy J Donnegan 4533 Majestic Oaks Pl Eagan MN 55123 (651) 230-1771 Bill Rascher Mechanical 4921 Babcock Trail Suite C Inver Grove Heights MN 55077 (651) 450-6622 Applicant/Permitee: Signature Issued By: Signature PERMIT City of Eagan Permit Type:Mechanical Permit Number:EA131161 Date Issued:06/04/2015 Permit Category:ePermit Site Address: 4533 Majestic Oaks Pl Lot:2 Block: 1 Addition: Majestic Oaks 3rd PID:10-47102-01-020 Use: Description: Sub Type:Residential Work Type:Alteration Description:Gas line to cooktop and ductin for kitchen hood Comments:Questions regarding electrical permit requirements should be directed to State Electrical Inspector, Mark Anderson at (952) 445-2840. Carbon monoxide detectors are required within 10 feet of all sleeping room openings in residential homes (Minnesota State Fee Summary:ME - Permit Fee (Replacements)$55.00 0801.4088 Surcharge-Fixed $5.00 9001.2195 $60.00 Total: 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. Contractor:Owner:- Applicant - Timothy J Donnegan 4533 Majestic Oaks Pl Eagan MN 55123 Bill Rascher Mechanical 4921 Babcock Trail Suite C Inver Grove Heights MN 55077 (651) 450-6622 Applicant/Permitee: Signature Issued By: Signature PERMIT City of Eagan Permit Type:Mechanical Permit Number:EA141951 Date Issued:04/07/2017 Permit Category:ePermit Site Address: 4533 Majestic Oaks Pl Lot:2 Block: 1 Addition: Majestic Oaks 3rd PID:10-47102-01-020 Use: Description: Sub Type:Residential Work Type:Replace Description:Furnace Comments:Questions regarding electrical permit requirements should be directed to State Electrical Inspector, Mark Anderson at (952) 445-2840. Carbon monoxide detectors are required within 10 feet of all sleeping room openings in residential homes (Minnesota State Fee Summary:ME - Permit Fee (Replacements)$59.00 0801.4088 Surcharge-Fixed $1.00 9001.2195 $60.00 Total: 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. Contractor:Owner:- Applicant - Richard Bolander 4533 Majestic Oaks Pl Eagan MN 55123 Lofgren Heating & Air 5708 Upper 147th St W Suite 106 Apple Valley MN 55124 (952) 431-5811 Applicant/Permitee: Signature Issued By: Signature