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647 Lexie Ct J-4 Sao c) RESIDENTIAL BUILDING PERMIT APPLICATION CITY OF EAGAN 3830 PILOT KNOB RD - 55122 651-681-4675 IewConsWclion Reauiramenk 3 registered site surveys showing sq. ft, of lot, sq. ft. of house; and all roo(ed areas (20% mazimum lot coverage allowed) 2 copies of plan showing beam 6 window sizes; poured fouM design, etc.) 1 set ot Energy Calculations 3 copies of Tree Preservation Plan if lot plaGed after 711193 Rim Joist Detail Optiore selection sheel (bldgs with 3 or less unRs) )ATE S! ") /O / IOB SITE ADDRESS ?; Y? LG??t UT S `iv•--C)-? RemodeVReoairReouirements ? ( 1 . 2 wpies of plan • 1 setof Energy Calculations for heated additians . 1 site survey far exterior addihons d decks • Indicate il home served 6y septic system for additions f?yo o B .? VALUATION F MULTI-FAMILY BUILDING, HOW MANY UNITS? 'ROPERTY YPE OF WORK ? v_c FIREPLACE(S) _0 _7 _2 3 4PPLICANT ga,M? PHONE # ? 57- ( 46 - 9`7r`?j 4DDRES3 7G r,-f- 'AGER # /I/A CELL PHONE # ZIP CODE FAX# ?S1'9?/6-97/] NEW RESIDENTIAL BUILDING ONLY - FILL OUT COMPLETELY Energy Code Category _ MINNESOTA RULES 7670 CATEGORY 1 (check one) - Residential Ventilation Category 1 Worksheet Submitted - Energy Envelope Calculations Su6mitted _ MINNFSOTA RULES 7672 - New Energy Code Worksheet Submitted Plumbing Contractor: _ Plumbing Systcm Includes: Mechanical Contractor: Mechanical SysLem Includes: Sewer/Water Contractor: Water Softener _ _ Water Heater No. of I3aths Air Conditioning Heat Recovery System Phone # Fec: $70.00 \II above information must be submitted prior to processing of application. hereby acknowiedge that I have read this application, state that the information is correct, and agree to complywith 711 applicable State of Minnesota Statutes and City of Eagan Ordinances. Signature of Applicant :ertificates of Survey Received _ Tree Preservation Plan Received _ Not equired _ Updated 1/07 Phone #: Lacvn Sprinkler No. of R.I. 13aths Phone # OFFICE USE ONLY r- ] 01 Foundation ? 07 OS-plex ? 13 16-plex ? 20 Pool ? 30 Accessory Bldg 7 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 08-plex I'O 18 Deck ? 23 Porch (screened) ? 36 Multi ] 05 03-plex ? 11 10-plex O 19 Lower Level ? 24 Storm Damage ] 06 04-plex ? 12 12-plex Plbg_Y or _ N ? 25 Miscellaneous ? 31 New ? 35 Int Improvement ? 38 Demolish (Interior) ? 44 Siding ] 32 Addition ? 36 Move Bldg. ? 42 Demolish (Foundation) ? 45 Fire Repair 7 33 Alteration ? 37 Demolish (Bldg)' ? 43 Reroof ? 46 Windows/Doors ] 34 Replacement •DemoliNon (Entire Bldg only) - Give PCA handout to applicant d /aluation aQao Occupancy ? -3 MC/ES System :ensus Code ,?f,3 V Zoning City Water iAC Units Stories Booster Pump dbr. of Units / Sq. Ft. PRV Jbr. of Bldgs Length Fire Sprinklered J W - ype of Const Width REQUIRED INSPECTIONS Footings(new bldg) FinaVC.O. ? Footings (deck) b - FinallNo C.O. _ Footings (addirion) , _ Plumbing _ Foundation HVpC Drain Tile Roof _ Ice & Water _ Final _ Other _ Framing _ Pool _ Ftgs _ Air/Gas Tests _ Final _ Fireplace _ R.I. _ Au Test _ Final Siding Stucco Stone _ Insulation _ _ Windows (new/replacement) Approved By 464e , Building Inspector 3ase Fee 9. C? v 'urcharge 1 - U 3lan Review AC/ES SAC :ity SAC Nater Supply & Storage >&W Permit & Surcharge -reatment Plant llumbing Permit Aechanical Permit _icense Search ;apies )ther iotal ? ? a Address 6 4 7 L e x i e !' o u r t ZIp 5512_3 Lot 18 Blk I SUb Oak Bluffs THESE ITEMS WERE / WERE NOT COMPLETE AT THE TIME OF THE FINAL INSPECITON. Date: Yes No Inspector: Final grade (6" from siding) Permanent steps (garage) Permanent steps (main entry) Permanent driveway Permanent gas Sod/Seeded grass - TraiUcurb damage Porch Basement 6nish Deck Please verify with t6e builder t6e removal of root test caps from the plumbing system and the shut-off of water supply W the outside lawn faucet before freeze potential exists. ContaM engineeong division at 681-4645 before working in rightof•way or installing underground sprinkler system. ? White • City Copy Yellow - Resident Copy Pink - Contractor Copy v 1 01 city oF elagan December 14, 1999 Mr Kurt Manley Manley Brothers Conshuction 3338 Fremont Ave S Minneapolis MN 55408 RE: 646 & 647 LEXIE COURT LOTS 19 & 18, BLOCK 1, OAK BLUFFS Deaz Kurt: PATRICIA E. AWADA MaYOr PAUlBAKKEN BEA BLOMQUIST PEGGY A. CARLSON SANDRA A. MASIN Council Members THOMAS HEDGES Clty AtlminlsTrotor E. J. VAN OVERBEKE CiN Clerk The a6ove-referenced projects are of atypical foundation design due to the topography of the lot and placement of the home. Based on this, we aze requ'uing that a strucdual engineer design/review and certify the construction oFthe foundation and retaining walls for both sites. Occupancy will not be allowed on either home until the retaining walls are complete. Attached is a copy of the Certificate of Survey for 647 Lexie Court approved by [he City. As you can see, we requested a retaining wall design prior to framing. A site visit on December 13, 1999 showed ihat the house walls are being framed, but we have not received a design from you. As per my letter of November 29, We hold on construction remains in place for 646 Lexie Court. A hold on construction at 647 Lexie Court will take effect on December 22 and remain in effect until a retaining wall design is approved and work is commencing on the wall. The silt fence must also be installed and functional as indicated on the approved site plans For both projects prior to work commencing on the homes. Kurt, we want to work with you to provide the safest and most problem-free home for your customers. It is fluough past experience that we are asking for these items before problems arise. [f you have any questions, please do not hesitate to contact me at 651-681-4699. Sincerely, ? Dale Schoeppner Assistant Building Official DS/js cc: Doug Reid, Chief BuiSding Official Russ Matthys, Ciry Engineer MUNICIPAL CENTER 3830 PILOi NNOB ROAD EAGAN, MINNESOTA 55122-1897 PHONE', (651) 681 -4G00 FA7C (651) 681-4612 TDP (651) 454-8535 THE LONE OAK TREE THE SVMBOL OF STRENGTH AND GROWfH IN OUR COMMUNIN Equa1 Opportunity Employer MAINiENANCE PACILITV 3501 COACHMAN POINi EAGAN, MINNESOTA 55122 PHONE (651) 681-4300 fAX. (651) 661-4360 TDD: (651) 454-8535 city oF eagan PATRICIA E. AWADA MoYOr October 3, 2000 PAUI BAKNEN BEA BIOMQUIST PEGGY A. CARLSON CERTIFIED MAIL-RETURN RECEIPTREOUESTED SANDRA A. MASIN Counal Mgmbers MR KURT MANLEY MANLEY BROTHERS CONSTRUCTION INC THOMAS HEDGES 646 LEXIE COURT EAGAN MN 55123 Ciry Adminimoror Dear Kurt: . As you are aware, there is an erosion problem between 646 and 647 Lexie Court due to the sharp drop in elevations. This erosion is causing problems with homes on Autumn Oaks Court, just east of this azea. To prevent further soil erosion onto the properties in the Country Hollow subdivision, the City is requesting the immediate replacement of the retaining wall destroyed by the July rainstorm. On April 20, 2000 our deparlment made a final inspection of the home at 646 Lexie Court. This home did not meet the requirements to obtain a Certificate of Occupancy at that time. We feel you have had ample time to make these corrections and aze asking that you call and schedule a final inspection of this home. Please call me at 651-681-4676 within 15 days of the date of this letter to discuss your plans to correct these problems. Your anticipated cooperation is sincerely appreciated and I am looking forwazd to working with you to bring closure to these issues. Sincerely, William Bruestle Senior Building Inspector WB/js cc: Doug Reid, ChieFBuilding Official Dale Schoeppner, Assistant Building Official Lane Wegener, Engineering Technician MUNICIPAL CENiER 3830 PILOT KNOB ROAD EAGAN. MINNESOTA 55122-1897 PHONE. (651) 681-4600 iAX:(651)681-4612 TDD (651) 454-8535 THE LONE OAK TREE THE SYMBOL OF STRENGTH AND GROWfH IN OUR COMMUNItt Equal Opporfunity Employer www.cMyofeagan.com MAINTENANCE FACILIiY 3501 COACHMAN POINT EAGAN. MINNESOTA 55122 PHONE (651)681d300 FAX: (651) 681-4360 TDD:(651)454-8535 1999 BUILDING PERMIT APPLICATION (RESIDENTIAL)?,3 CITY OF EAGAN '- E830 PILOT KNOB RD • 55122 e ` 651-681•4675 > 3 registered sRe surveys showing sq. M. of lot, sq. M. ot hause and gH roofed areas (20% maximum bt coveraae allowed) D 2 copies of planf (show beam a window slzes; poured fnd. design; etc.) D 9 sM of energy calculatlons D J coples d hee preservalbn plan 8 bt piatted afler 7/1/93 DATE: 611 3 I otel 2 eopies oi plan 1 sef of energy calculaNons fa heated addNlons 1 sXe survey for exTedor addiHons A. decW CONSTRUCTION COST: ?aoo ? ap0. 00 DESCRIPTION OF WORK: ?,?,FIJ Sl I?-L L Fi FICM L LU STREET ADDRESS: GO U-P-1- tOT: BLOCK: I SUBD./P.I.D.N: Name:??? ? ??=P? Phone #: PROPERTY Lan FIM OWNER Sheet Address: CNy State: Zip: company:,UMJ (,? CON?) Phone #: I K,C, (area code) CONTRACTOR Exp.??417-':0 Street Address:?? E? "ANE, • SO • Lieense # -240-AA3 city MtNNQqm(AS stOre:Jun ziP: ARCk:TECT/ ENGINEER Company:!H IMIX ).p f N ?. Name: J?? Telephone #: area code ( UG?( ) L4GZ'0-724 Sheet Address:,?%3G U,x'6Lk1 NU?D Q -I'P-• Registration #: Crty State: Zip: S922- b rz - z?4()./ - Sewer 3 waFer Iicensed plumber (reauired for new consirucHon onlvT. ??J1M fl AAa.S ") ( CJ44, ?(ca ?J f e?enalFy applies when addre:s change and bt change Is requested once permM iz isaued. I'hereby acknowledge ihaf I have read this appltcaHon, state thaF the info ion Is corteet, and agree to eomply wffh all applicabl Srate of Minnesota StatuFes and Clty of Eagan Ordinances. Signature of Applica • OFFICE USE ONLY Certificates of Survey Received ? Yes _ No j?J Tree Preservation Plan Received _ Yes _ No ?"ot Required ? OFFICE USE ONLY BUILDING PERMIT NPE . ? 01 Foundation ? 06 4-plex ? 11 10-plex ? 16 Fireplace ? 21 Porch (3-sea.) ,?02 SF Dwelling ? 07 5-plex ? 12 12-piex O 17 Garage ? 22 Porch/Addn. (4-sea. ? 03 1 of _ plex 0 OS 6-plex ? 13 16-plex ? 18 Deck 13 23 Porch (screened) ? 04 2-plex ? 09 7-plex ? 14 Apartments ? 19 Lower Level ? 24 Storm Damage ? 05 3-plex ? 10 8-plex ? 15 Lodging ? 20 Pool ? 25 Miscellaneous WORK TYPE 31 New ? 35 Tenant Impr ? 39 Gas Line Only ? 43 5iding/Soffits/Fascia 32 Addition ? 36 Move Bldg. ? 40 Gas Insert ? 44 Windows/Doors ? 33 Alteration ? 37 Demolish Bldg.' ? 41 Wood Stove ? 45 Fire Repair ? 34 Repair ? 38 Demolish (Interior) ? 42 Reroof ' GENERAL INFORMATION Give PCA handout to applicant for demolition permit Const. (Actual) ZL Basement sq. ft. ? Census Code G? (Aliowable) VIV Main level sq. ft. 1 j?2 z/ SAC Code ?dd UBC Occupancy If--Y-W sq. ft.ZNo? No. of Units Zoning sq. ft.qc? y- ?`?? No. of Bidgs # of 5tories ?G sq. fN MC/ES S ystem Lengt h ? sq, ft. City Water Width ?G Footprint sq. ft. Booster Pump PRV Fire Sprinklered APPROVALS Planning Building .7 1.7= Engineering Variance" Permit Fee Valuation: $_;7? ? Surcharge - Plan Review ?S 2 U?, 2 Z-??O License ? MC/ESSAC City SAC ? Water Conn. 7 ?3 d? Water Meter Acct. Deposit S/W Permit S/W Surcharge Treatment PI. Park Ded. ' Trails Ded. Other . Copies Total: SAC Units % SAC 1 LOT SURVEY CHECKLIST FOR RESIDENTIAL BUILDING PERMIT APPIICATION PROPERTYLEGAL. toT IF Z?LOf'!! / ?JgJ!RLC?FC? DATE OF SURVEY: S? 3-(I4 LATEST REVISION: b'13 ' 1?3 DOCUMENTSTANDARDS o • Registered Land Surveyor signaNre and company V ? : BuildingPermRApplicant ? Legaldescription ? . Address m? ? ? • North arrow and scale p?p ? • House type (rambler, walkout, split w/o, spti[ entry, lookout, etc.) ?? o • Directional drainage artows with slope/gradient % ? • PraposedlebsEng sewer and water servicea 8 inveR eleva6on ? ? • Strcet name ? o/ / ? ? ? • Driveway • Lot Square Footage cd ? ? • Lot Coverage ELEVATIONS Eiastina Il' ? ? • Sewer service (or Proposed) ;/ ? ? • Property comers ar/ ? ? • Top of curb at the driveway ?m-'o • Elevalions of any existing adjacent homes ? 5K ? Adequate footlng depth of structures due to adjacent utility trenches Prooased / ? fl ? ? • Garege oor m/ ? ? • First floor V? o ? • Lowest expased elevation (walkoutMdndow) ?/o ? • Property comers m? o ? • Front and rear of home at the foundaGon PONDING AREA (if apdica61e) ? ea/ ? • Easement Bne ? m/ ? • NWL ? r? ? . MNL ? d?/? • Pond # designation ? ?' ? • Emergency Overflow Eleva6on ? • DIMENSIONS ?o ? . Lot GneslBearings 8 dimensions h?P ? Rightof-way and strcet width (to back of curb) ?? ? • Propased home dimensions induding any proposed decks, overhangs greater than 2', porches, Mc. (i.e. ali structures requiring permanentfootlngs) o ? • Show all easements of record and any Cily utilides within those easements o? ? • Setbacks of proposed slructure and sideyard setback of adjacent exiatiog strudures ?? • Retaining wall requirements, if any Reviewed: Date March 1999 CpqKV9LpGPRMT.FM ? ENERGX CODE WORKSHEET FOR 1FAMILY DWELLIN'GS "' qa- 143 SYT6 ADDRESSW J"I COMVLETED SY: AIV BIIILDING CLASSIFICATIOLi: ? ca 1fZNINUM CRITBRIA Poundation Insulation-R10 Slab on Grade Insulation-R10 Ploor over unheated spaces-R24 Founda[ion Windowe 1/2" insulated Glass. -Wood or Vinyl Frame 1 (etan(lard) or CITY _ ? PATE cat? r?r1' 2 (muet includo ventilaCion) Y7alle E Wlndowo (See Lablc on reverse side for allowable percentages) ST6P 1 Window & Door Area A. -TOtal Window & Door Area in Sq. Feet I WINDOWS (Including Foundation W11ldOVib W6) :? }IItiDOW MA2NFACTURE NAM6:NN.? Y{2NDOW tlA2NPACTC7RE TYPB: ?? WIt7DOH MA17UFACT[JRH U FACTOA: 0 5_?-- R. G. Quantity cq.fL.Area Dimensians 71 i.+I x -;UN ?? - X x - J H I /_N Al!_II X LQ" 3'-0 X SLV 18 t ?I..u X /1l w.u I i ?d . ?x? ?5 V x DOORS: 17 $ V' X /_ V ? {(J Tocal Area of a=1&2q.ft Windows & [3oors ? B. To[al Wall Area in Sq. Fe. Wall Total Height Area perimeter ' ??S 33 , 0 112= I I10.6'1 11 "a(A __ -._ 11 Roof Attic Innulation: R49-With Attic No Fieel R38-{Jith Ateic Raised 11ee1 R38 & R5-SOlid RaEters ST&P 2 Ca:culata area ao a percent of wall C. Frorn Scej) 1 divide box A(Ylindow & Oooi, Area) !-,;; box B(total wall area) Lima: 300 equals :he wiiidca an3 door arza as a parcan' oE wall area (6ox C). PDX Aa 100 = F. F13,17o ?;: E; , 5410 ST6P 3 Daalgn Featureo FSSEtIBLY PRhHIt7G T': PP.. STAtIDARD FAAMING etttds 16" O.C. ADVNlCED FRNIIHG r•euds 24" o.c. CAVITY INSULATION R _'__ SHEATHItfG TYPH LESS 1'HAN < R-5 ? R-5 > OR hIJRE _ U-FACTOR Q From the table, (reverce side) determine the maximum peicent window & door area fo: the deeign opcionc se3ected and eneer the k value in Box D below baeed on the window mEg. U- factor: D y?5 The : value Erom t3ic Lahla in Opx D shall b,= cqual to or greater than the } in Oox C Tocal Area oE Nalls 1 0--7_W a9•ft I1 , OvA4406H ----------- -- ---- - - ---- ------- ----- - --------- ?'-_o_`?_x 5'-0? - ???? -- - -- - -- ------- -- --- -?o ------- --- -- - -- ---- --- -- K 0 ONE- & TWO-FAMILY RFSrDEIVTIAL DUtLDRJG PRF-SCRIP"INE (COOK-e00K) APPROAiti MAXIMUM WINDOW AND DOOR Aft6A AS A PERCENT OF OVEftALL WALL AREA From Mtnn it?lee Rart ?670 047?, eLbWtt 2 item F Cavit Exterior Wlndow U-Faetor Fremin Ineulation Sheathin 0.49 0.36 0.31 0.27 STANDARD R-13 Z R• 7 13.4`Yo 77.8% 21.3% 24.3% STANDARD R•l3 R- 5 12.4% 16.4% 19.7% 22.59'0 STANDARD R-15 > R- 5 12.9°h I7.1% 20.1% 23,4% STANDARD R-18-19 < R- 5 11.196 16.096 18.8% 12,0% STANDARD R-IS-19 R- 5 14.096 18.6% 21.8% 25.3% ADVANCED R-18-19 < R- 5 12.996 17.1% 20.1% 23,4% ADVANCED R-18 -19 > R- S 14.5% 19.29'0 22.5% 26.1% STANDARD R•21 < R- 5 12.8% 17.0% 19.9% 23.1% STANDARD R•21 > R- 5 14.5% 19.3% 22.596 26.1% ADVANCED R•21 < R- 5 13.6% 18.1°/u 21.2% I4.60/, AnVANCED R-21 R- 5 15.09'0 19.9% 23.Z7o 26.9% A?itlflnal Safculat?d val?ea STANDARp R-17 < R- 5 12.9% 15.7 18.4°k 21.5°/a STANDARD 2-17 ;> R- 5 13.8°Yo 18.4'/o 21.5% 25.0% ADVANCLD R-17 < IZ • 5 12.6°k 16.8% 19.6% 2 ADVANCED R-17 > R- 5 14.396 19.07. 22.29'0 25.79'e Notee: Wlndow area equals rough opening minus Ineta)lation clearances. Window U-factor must be determined by either the National Fenestration Rating Council standard 100-91, or ASHRAE 1993 Handbook of Fundamentals, Chapter 27, Table 5. Poq-tC' Fax Note 787 t o+N r?w,.. Pnon.. ?M? tlJ L t? gL ? CITY USE ONLY suBO. a e?A?.?.Q RECEIPT#: I d a3?J' "I RECEIPT DATE: I^ I"1 ' o O PERMIT# ? 2000 PLUNBING PERMIT (RESIDENTIAL) CITY OF EAGAN 3830 PILOT IINOB RD EAGAN, NA7 55122 651-681-4675 Please complete for: ? single family dwellings ? townhomes and condos when permi[s are required for each unit ? backflow preventer for underground sprinkler system FIXTURES EACH fi TOTAL Atteretions to existing dwelling - minimum fee Describe: -- Bath tu-b ? 3.00 x $ 30.00 $ Floor drain 3.00 x $ 3, o 0 GeSpipingoutlet `minimum-1 3.00 x $ 3- 00 Hot tublspa 3.00 x = $ Kitchen sink 3.00 x $ 3. o0 Laundry tra 3.00 x $ -3 _ oo Lavato 3.00 x = 8 /3 - 00 Septic System new/refurnisned • requtres MPC ne. 75.00 x = $ Septic System abandonment 30.00 x = $ RPZ new installationlrepaidrebuild 30.00 X = $ Rou h opening 1.50 x = $ .50 Shower 3.00 x I = $ 3, 00 Under round sprinkler fidwelling is underconstruction 3.00 x = $ Under round sprinkler if existing dwelling 30.00 x = $ Watercloset 3.00 x = $ 1,;2• 60 Water heater 3.00 x $ 3• aD Water softener If dwelling under construcUon 5.00 x = $ Water softener if existing dwelling 30.00 x = S Water turnaround 30.00 x $ State Surcharge .50 -? -> -> $ .50 Total _> -> -> --> $ S3. ? Reminder: Call for inspections of alterations, i.e. water heaters, water softeners, etc. -------....-------•----------•---------•--------• •---------•-----------------------------•--°----------------------------------------- I here6y adcnowledge that I have read this appliptlon, staM that ttie iMOrtnation is c-orrect, and agree to compy with all applicable City of Eagan ordinances. k is the applicaM's responsibility to notify the property owner that the City of Eagan assumes no liability for any damages caused by the City during its nortnal operational and meintenance ac[ivities to the facilRies construded under this pertnR wkhin Ciry property/right-of-wayleasement. SITEADDRESS: LP zl 7 Gev-l e ee;,?rT OWNER NAME: : I?Q/J leH TELEPHONE#: (AREA CODE) INSTALLERNAME: ?Ll y?i . IyLCGf?ILqACei-C TELEPHONE#: 1,1L yy??"3I ? n??? ?? (AREACODE) STREET ADDRESS: IG.3?? ?% c r? ? /"?? CITY: LQ A?le STATE: ZIP: 5?37? SIGNATURE OF PERMITTEE CITY USE ONLY LOT ? BL PERM[T ti: sUBD. C1 a k? 1 u?FS RECEIPT #: ? 1 a a 353 RECEIPTDAT'E: I - M' 0O 2000 MECHANICAL PERMIT (RESIDENTIAL) Date: /- l4' - 6 d Complete this section on if you are installing HVAC in a single family dwelling, townhome or condo under construction and not ovmer(ocrupied. • HVAC: 0-100 M B T U ADDITIONAL 50 M BTU • Gas outlets (minimum of one required @$3.00 eaJ CITY OF EAGAN 3830 PIIAT KNOB RD EAGAN IM7 55122 651-681-4675 State Surcharge Total _ Repair _ Other Complete this section onlv if you ue remodelins, addine to, or repairing an existing single-family dwelling, townhome, or condo. Please indicate if it is a new item, alterntion, or repair. _ New _ Alteration Fumace _ Air exchanger Air conditioning Other $ 30.00 6.00 .50 g34,5'Q Fee Siate SAirci;arge Total Reminder: Call for inspections SITE ADDRESS: $ 30.00 .30 $ 30.50 OWNERNAMb: ///?C?.?7f?? ?i"O`?'????S PHONE#: - 7 (INSTALLER NAME: t' .r ? /sz-iG a? PHONE #: ? CoDe) ?? ?' /%/C-CGfY ?i/o3` - ?y?i '.???? (AREA CODE) S7REET ADDRESS: ?????11 , ,?j i ?Ur i- ?1-?-y"`? -?? CITY: STATE: Ao? ZIP: SI ATURE OF PS MITTEE city oF eegan February 3, 2000 VIA FACSIMILE (612) 823-4689 MR KURT MANI,EY MANLEY BROTHERS CONSTRUCTION 3338 FREMONT AVE S MINNEAPOLIS MN 55408 RE: 647 LEXIE CT L18, Bl, OAK BLUFFS Deaz Kurt: PATMCIA E. AWADA Mayor PAULBAKKEN BEA BLOM9UIST PEGGY A. CARLSON SANDRA A. MASIN Council Members THOMAS HED6ES Gry Administrotor E. J VAN OVERBEKE Giy Clerk Thank you for contacting me this morning regazding 647 Lexie Court. As per our conversation, I would like to affirm our November 23 site plan and December 14, 1999 letter requesting a structural engineer's design and review of the foundation and retaining walls. On January 7, 2000, I also met Troy at the site and requested this same documentation. A phone log I keep reflects additional conversations regarding this. Many attempts have been made to resolve this issue, however, as of this date we have not received the requested information. If there is any confusion as to what is requested, do not hesitate to contact me at 651-681-4699. 5incerely, b a --°1 Dale SchoePP n?? Assistant Building Official DS/js attach. cc: Doug Reid, Chief Building Official MUNICIPAL CENiER 3830 PILOi KNOB ROAD EAGAN. MINNESOTA 55122-1897 PHONE (651) 68I -4600 FAX (651)6814612 TDD (651) 454$535 THE LONE OAN TREE THE SVMBOL Of STRENGTH AND GROWTH IN OUR COMMUNIN Equal Opportunliy Employer www.cityofeagan.com MAINTENANCE FAdLffV 3501 COACHMAN POINi EAGAN, MINNESOiA 55122 PHONE (551) 681-4300 FAX.(651)bB1.4360 TDD: (651) 454-8535 •?ViESSAGE CONF I RMAT I ON NO. MODE BOX GROUP 9a8 TX 02118100 10:24 ID=ERGRN ENG+COM DEU DATE/TIME TIME DISTRNT STRTION ID PRGES RESULT ERROR PRGES S.CODE 02i18 10:24 00'32" 6128234689 001/001 OK 0000 I city oF aagen PATRICIA E. AWqpq Mpyof PALJLBAKKEN aEA 8LO(v49UIS7 Febru;u-y I$ 2000 PEC-GV A. CARLSON , 5ANDRAA, MASIN Counctl Membr,;s' THOMAS HEpGES Ctly Adminlcbdlor Via Facsimile7 612 823-4689 e, J. vqrv ovEaBEKe Ciy Clalk Mr. Kurt Manley Manlcy Brothers Casstructtun 3338 Premont Avenue SouCh Miimeapolis, MN 55408 I2E: 647 Lexie Coart Lot 18 Block 1, Oak Sluffs Dear Kurt; Wc have received ilie retaining wall design for this project; however, we have not received a structured engineer's report fnr ihe house foundaGon wall. This report is necessarY to verify ille integl-ity ofthe house_ This inforrnation has been requesled in con•espondence of December 14, 1999 and February 3, 2000. During site visi ts of January 7, 2000, Febniary 7, 2000 and additional phone conversations, I requested this same rcport. All work musf cease unti] Chas report is received and aunroved bv our nffice. , a, city oF eagan PATRICIA E. AWADA Mayor February 18, 2000 ViaFacsimile: (612) 823-4689 Mr. Kurt Manley Man[ey Brothers Construction 3338 Fremont Avenue South Minneapolis, MN 55408 RE: 647 Lexie Court Lot 18 Block 1, Oak Bluffs Dear Kurt: PAULBAKKEN BEA BLOM9UIST PEGGY A. CARLSON SANDRA A. MASIN Council Members THOMAS HEDGES Ciry Admirnsirqtor E. J. VAN OVERBEKE Ciry Clerk We have received the retaining wall design for this project; however, we have not received a structured engineer's report for the house foundation wall. This report is necessary to verify the integrity of the house. This information has been requested in correspondence of December 14, 1999 and February 3, 2000. During site visits of January 7, 2000, Febntary 7, 2000 and additional phone conversations, I requested this same report. All work must cease until tkris report is received and approved by our office. Sincerely, Dale Schoeppner ? Assistant Building Official cc Doug Reid, Building Official Mike Dougherty, City Attomey MUNICIPAL CENTER 3830 PILOT KNOB ROAD EAGFlN MINNESOIA 55122-1897 PHONE (651)681-4600 PAX.(651)C81-n612 iDD, (651) 454-8535 THE LONE OAK TREE THE SYMBOL OF STRENGTH AND GROWTH IN OUR COMMUNIN Equal Opportunity Employer MAINiENANCE FACILITV 3501 COACHMAN POINT EA6AN. MINNESOTA 55722 PHONE. (651) 681-4300 FAX (651) 681-4360 iDD (651)454-8535 ? 4 1 city oF eagan December 14, 1999 Mr Kurt Manley Manley Brothers Construction 3338 Fremont Ave S Minneapolis MN 55408 RE: 646 & 647 LEXIE COURT LOTS 19 & 18, BLOCK 1, OAK BLUFFS Dear Kurt: PATRICIA E. AWADA Mavor PAULBAKKEN 8EA BLOM9UIST PEGGY A. CARLSON SANDRA A. MASIN CouncdMembers THOMAS HEDGES City Admin¢hator E. J. VAN OVERBEKE Cdr aerk The abovo-referenced projects are of atypical foundation design due to the mpography of the lot and placement of the home. Based on this, we are roquiring that a structural engineer desigdreview and ceetify the conshuction of the foundation and ntaining walis for both sites. Occupancy will not be allowed on either home until the retaining walls aze complete. Attached is a copy of the Certificate of Survey for 647 Lexie Court approved by the City. As you caa see, we requested a retaining wall design prior to framing. A site visit on December 13, 1999 showed that the house walls aze being framed, but we have not received a design from you. As per my letter of November 29, the hold on construction remaias in place for 646 Lexie Court. A hold on conswction az 647 Lexie Court will take effect on December 22 and remain in effect until a retaining wall design is approved and work is commencing on the wall. The silt fence must also be installed and functional as indicated on the approved site plans for both projects prior to work commencing on the homes. Kurt, we want to woiic with you to provide the safest and most problem-free home for your customers. It is through past experience that we are asking for these items before problems azise. If you have any questions, ptease do not hesihate to wntact me az 651-681-4699. Sincerely, Dale SchoeppneV?r%`k/ ' Assistant Building Official DSfjs cc: Doug Reid, Chief Building Official Russ Matthys, City Engineer MUNICIPAL CENTER 3830 PILOT KNOB ROAD EAGAN. MINNESOTA 55122-1897 PNONE (651)681-d600 FAX (651) 68I-4612 iDD: (651) 454-9535 THE LONE OAK TREE THE SYMBOI OF $TRENGiH AND GROWM IN OUR COMMUNIN Equal Opportunity Employer MAINiENANCE FACIIITY 3501 COACHMANPOWT EAGAN. MINNESOTA 55122 PHONE: (651) 681-4700 FA%.(651)681-A960 roo: (asi) asa-asas city oF eegan March 30, 2000 MR KURT MANLEY MANLEY BROTHERS CONSTRUCTION 10778 ALISON WAY INVER GROVE HEIGHTS MN 55077 RE: 647 & 646 LEXIE CT LOTS 18 & 19, BLOCK 1, OAK BLUFFS Dear Kurt: PAiRICIA E. AWADA Mayor PAULBAKKEN BEA BLOM9UIST PEGGY A CARLSON SANDRA A MASIN Counal Members THOMA$ HEDGES Ciiy Atlmirnsrroto, E J VAN OVERBEKE Ciry Clerk We are requesting that you provide us a receipt from Dakota County verifying that the agreement for the retaining wall is filed with both of the above-mentioned properties. Please provide this prior to the final inspection for Lot 19, Block 1. If you have any questions or concems, do not hesitate to contact me at 651-681-4699. Sincerely, b I 4A9/? Dale Schoeppner Assistant Building Official DS/js cc: Doug Reid, Chief Building Official MUNICIPAL CENTER 3830 PILOT KNOB ROAD EAGAN. MINNESOTA 55122-1897 PHONE (651) 681-4600 FAX (651)681-4612 TDD (651) 454-8535 THE LONE OAK TREE THE SYMBOI OF STRENGTH AND GRONJTH IN OUR COMMUNIN Equal Opportunity Employer www.cltyofeagan.com MAINTENANCE PACILRY 3501 COACHMAN POINT EAGAN. MINNESOiA 55122 PHONE: (651) 681-4700 FAX.(651)681-dJ60 TDD' (651) 454-8535 ? - - - - - a Oa k PI u??s-?.:=-?-. -- , -?---- - - - - - ??? q? t?S( - (_e ? f `q6qq Retaining Wall Maintenence and Fmcroechment Agreemeat VAMMpg, Robert E Kavanauah and 7eresa Kevanaugh, husband and wife ("Pariy A") is(are) the owner(s) of real property located at 647 Lexie Caurt, Eagan, MFI which ie legaliy described as follows- Lot 18, $lock 1, Oak Bluffs, Uakota County, Minnesota("Parcet A") WMRg.pg, Manlev Brothers Construction Inc. a Minnesota Corporation ("Party $'7 is(are) the owner(s) of rea) property located st 646 Lexie Court, $agan, MN, which is Fegally describad as follows: Lot 19, BloCk 1, Oak HlnB§, D2kota County, Minneeote("Pazcel B") WHP1tEAS, there existe an both Parcel A and Paroel B retaiaing walls. VJEIEREA5, both Pacty A and Parry B desire to establiah an agreement providing for the rnaiatenaoce of said reteining walte. VVI-TIRELAS, Pariy A and Party B acknowledge that the retaining wall on Parcei B eneroaches r,nto Parcel A. THEREFORE, in consideration for S 1.40 and other valuable considerution, the re.ccipt of which is hereby acknawledged, the Perties mucually agree: 1. That both Parry A and Perty B will at all times maintain their rrspective rotaining wails in aceordance with City of Eagan requirements. 2. That each Pstty shall be responsible for the oost of mainteaance of their respective retaining walls and each party sha11 koep same in good repeir. 106 BS£'ON 469bL89159 f 15Hd 3l1(1 -1CS213niNfl S2:Bti 00azi62i£0 S90dL682L9 3. Party A Eiereby acknowiedges and consents to sha encroachment af the retaining wall onto their land by the retaining walJ awasd by Psrty B. 4, Parry B hereby agreee that they shall be reaponslble #br maintenance and repair v of the portion of their retaining well which encroaches onto Parcel A 5_ $oth Party A and I'arty B scknowledge that tlue uEreement shall tun with the Iand and bind al3 fl3ture purchasers, ewners, aesisnees and heirs of Parties A atid B, 2 riate . ., .. Statc of Mianesota ) County of Uakota )ss dnthis 29th dayof C3 ? 42R'- DD ngto 3• M?'i. ? Dete 2000, before me appeared (Parry A) azid Manlev 8rothers Construction Inc., a Minnesota Corporation (Parey 8), to me personally known to be the same persons described in and who ezecuted ehe foregoieg ;nsttument aad aeknowledged that they executed the eazne as ffie; e?ai and deed. ----- - ,,.,? ' . . ? NANCY K.FpBER ? NOT?RY FUBIIC , WNpE807A My Comm EaDlro! Jen. ]I, 2005 tary Public Drafted hy: Aaniel P. Seidel Attorney at Law lOSO Dakota L7rive #205 Mendota Heights, MN 55120 (651)681-0382 TOTAL P.03 290 0L£'ON b697L89LS9 e 1SHFj 311I1 ICS213f11Nf1 S2:BT 00aZ/62i£0 S90bS682L9 IT_ co INSTANT TESTING COMPANY 4000 Beau D'Rue Drive • Eagan, Minnesota 55122 Telephone. 651 4543544 • Fax: 651 452-1826 . Writer's Direct Number: 612 422-9615 March 27, 2000 Mr. Troy Asleson Manley Bros. Construction 3338 Fremont Avenue Minneapolis, MN 55408 Re: Retaining Wall at 647 Lexie Court, Eagan, MN Dear Mr. Asleson: On Thursday March 23, 2000 I was asked to perform a geotechnical review the construction of a retaining wall at the referenced site in Eagan, MN. The wall had been installed without engineering inspection. The wall is approximately 12 feet high with 2 feet of embedment. Fifteen courses are exposed, representing approximately ten feet. The wall was constructed around the exposed comer of the garage from the southeast facing garage wall to the northeast facing garage wall, approximately as shown on the Certificate of Survey document bearing the "REVIEWED" stamp by the City of Eagan (signed and dated 11-23-99), except that the wail extends further northwest to the approximate north range line of the house. The wall lies generally 20 to 22 feet from the garage wall. To examine soil conditions at the base of the wall, three inspection pits were dug on March 27, 2000, with the assistance of the retaining wall contractor. The pits indicated that a class 5 type (recycled) gravel aggregate was used as a foundation leveling course below the wall. The aggregate was found to be 12 inches to as much as 18 inches deep and appeared to be compact. A hand auger probe was advanced to a depth of five feet below the embedment line grade at the three pits. Generally competent, clay loam and sandy loam soils were found. No organic soils were found and no fat or high plasticity clays were observed. The base of the wall was at or very near native soil grade however no discemable soil horizon was found which would indicate the specific fill/natural soil boundary. A dynamic cone penetrometer was advanced into the soil ahead of the auger holes. This tool which utilizes an eight kilogram drop hammer to advance a one inch diameter cone point, indicated penetrations varying from 5 to 10 and to 15 blows per six inches. The tool was penetrated to 4.5, 6 and 6 feet 6elow the three test pits and revealed only minor areas of weaker soil zones. The base of the wall appeared to have proper 1:1 lateral over sizing of either native or well compacted filled soil. To examine soil conditions behind the wall, two hand auger probe holes were advanced to depths of five feet. Clay loam and sandy loam fill was brought up by the auger. The fill soil was found to be a suitable soil materiai for compaction, with soil moisture at or near optimum but with higher moisture conditions near the surtace from recent rainy weather. No organic materials were found and no soils were found which have unacceptable plasticity. The dynamic penetrometer tool was also advanced into the soil behind the wall. The tool was driven into the soil just ahead of the advancing auger hole. The penetrometer revealed even compaction in the filled soil to a siz foot depth which was the limit of the hand tools employed. Penetrations varied from 5 to 10 blows per six inches in the filled soil behind (above) the wall. It was observed that horizontal reinforcing grid material was laid at three block vertical intervals. It was also noted that the wall had generally level course grades and an even backset batter up the wall face. Based upon this after-the-fact geotechnical investigation, Instant Testing Company is of the opinion that the retaining wall at 647 Lexie Court was very probably constructed according to the geotechnical requirements within the job specifications. Based upon our experience with auger probing and with the penetrometer tool we believe that in generai, the disturbed and filled soils were likely compacted to 95% of standard Proctor requirements. None-the-less, this wall wili be subject to vertical and lateral movements such as any fully-inspected wall, as the soil materials below and behind the wall settle into place and reach their full stability. It is not the intent of Instant Testing Company by this investigation, analysis and report, to assume any part of the responsibility of Manley Brothers Construction, or your subcontractors to warrant the successful pertormance of this retaining wall or the stability of the retained soil. I hereby certify that this report was prepared by me and that I am a duly Registered Professional Engineer under the laws of the State of Minnesota. ? Carl E. Anderson, Vice President Instant Testing Company Registered Professional Engineer and Geoscientist, Minnesota Registration Number 10736 enclosures: penetrometer data (2 pages) Charge codes: #701 Mobilization: 0 #612 Mileage: 16 #608 Chief Engineer: 6 hours 7 (P)I L-- i,rzT? 7pp gpUTHEq$7 TOP NORTFIWEST DEFTH DEPrH DPI SPT N DEPRi DEPTH DPI SPf N feet mm mrtJWav mM61ow BPF feet mm mM61vr mmldav BPF 018 55 0 49 150 026 80 25 161 19 5 1168 200 50 228 73 4 0.36 710 30 176 17 0.77 235 35 19.0 16 049 150 40 20.3 15 0.82 250 75 12.5 24 0 52 160 10 102 30 15 095 290 40 20.3 75 056 170 10 102 30 106 330 40 20.3 75 0.59 180 10 102 30 1.46 445 115 34.1 9 7 52 465 20 14.4 21 70 084 255 7 56 475 10 10.2 30 0.82 280 25 161 19 4 100 aos 25 is.i is teo sso 108 330 25 161 19 192 585 35 19.0 16 8 121 370 40 203 15 198 605 20 14.4 21 136 415 45 21.5 ib 207 630 25 761 19 1.49 455 40 20.3 i5 2.15 655 25 18.1 19 1.61 490 35 790 76 220 670 15 115 24 10 1 77 540 W 22.6 13 2 25 885 75 12.5 24 190 6gp qp 203 75 230 700 15 12.5 24 198 605 25 161 19 2.31 705 5 7.3 42 203 820 75 125 24 10 236 720 75 125 24 2.07 630 10 102 30 2 70 640 10 102 30 3.13 650 955 2 15 655 75 125 24 3 20 670 975 20 14.4 21 7 220 670 15 125 24 325 685 990 15 125 24 223 680 10 102 30 336 720 1025 35 190 18 2 30 700 20 144 21 5 144 745 1050 25 161 19 2 36 720 20 144 21 3 54 775 1060 30 17.6 17 246 750 30 17.6 17 3.61 795 1100 20 14.4 27 2.54 T75 25 ieJ 19 388 810 7115 15 12.5 24 2.62 BW 25 161 19 372 830 1135 20 14A 27 2 72 830 30 17.6 17 3 79 850 1755 20 14.4 21 2.82 880 30 176 17 3 85 870 1175 ZO 144 21 2 93 895 35 190 16 3 93 895 1200 25 18.1 19 303 925 30 178 17 3.15 960 35 19.0 76 3.80 550 7760 328 1W0 40 20.9 75 3.97 BW 1210 50 22.6 13 6 338 1030 30 176 77 405 825 1235 25 16.7 19 4.15 655 1265 30 176 77 3.89 270 1185 425 685 1295 30 176 17 403 315 7230 45 215 14 5 434 715 7325 30 176 77 413 345 7280 30 176 17 441 735 1345 20 14.4 27 4.30 395 1310 50 22.6 73 4.48 755 7365 20 744 21 4.44 440 1355 45 215 14 454 775 1385 20 74A 27 464 500 7475 60 24.7 12 4.61 795 7405 20 144 21 477 540 1455 40 20.3 15 467 875 1425 20 14.4 21 4.87 570 1485 30 17.6 17 414 835 7445 20 14.4 27 492 585 1500 15 12.5 24 482 860 1470 25 76.1 19 4 98 605 1520 20 144 21 4 89 880 1490 20 144 21 5 07 630 1595 25 161 19 4 97 905 1515 25 181 19 516 680 1575 30 778 17 507 935 1545 30 17.6 17 528 695 7670 35 19.0 16 5.41 735 1650 40 20.3 15 5 05 625 1540 554 775 1690 40 203 15 573 650 1565 25 18.7 19 ? 5.60 BOS 1720 30 176 17 520 870 1585 20 14.4 27 5.70 825 1740 20 14.4 21 528 890 1605 20 14.4 21 579 850 7765 25 16.1 19 534 715 iq0 25 16.1 19 585 870 7785 20 '144 Z'I 536 720 7635 5 73 42 5.93 895 1810 25 161 79 5.98 810 1825 15 12.5 24 10 5.52 770 1685 6.pg gqp 1855 30 17.6 17 554 775 1690 5 7.3 42 15 6.13 955 1870 15 12.5 24 557 785 1700 W 102 30 6.'I8 970 1885 15 725 24 5.61 795 7770 10 102 30 628 1000 1915 30 176 17 562 SW 1775 5 7.3 42 6 36 1030 1945 30 176 17 5 67 875 1730 15 12.5 24 6 46 1055 1970 25 16A 19 5 70 825 1740 10 102 30 6.48 1060 1975 5 73 42 5 75 840 7755 15 12.5 24 8.57 1070 7985 10 102 30 5.79 850 1765 70 702 30 584 855 1780 15 12.5 24 587 875 7790 70 70.2 30 5.89 880 1795 5 73 42 or- 590 885 iB00 5 7.3 42 ??j 5.97 9?5 1820 20 144 21 ?/'/7"[ 6.00 815 1830 70 10.2 '.? ? " 0 605 930 1645 75 12.5 24 6.08 940 1855 10 102 30 P b.-- CENTER DEPTH 1cet 0 23 028 0 37 0 39 0 43 049 0 87 0 97 1 15 1 23 133 1 44 1 54 ??-7 b--?l 0? SOUTHEAST DEPTH DPI SPT N Av98/ DEPTH mm mmlGloW mmlbloW BPF 6 inChes feet 70 0 25 85 15 125 24 10 0,34 95 10 102 30 039 117 22 151 20 044 132 15 125 24 048 150 18 137 22 0.51 0 54 265 295 30 17 6 17 5 0 79 350 55 237 13 0 82 375 25 161 19 084 405 30 176 77 440 35 19.0 16 H 1.10 470 30 176 77 1.13 1 16 4 03 315 7230 6.15 350 1265 35 190 16 4 25 380 1295 30 17.6 17 4 36 415 1330 35 190 16 4.48 450 1365 35 190 i6 462 495 1410 45 27 5 14 4 75 535 1450 40 20.3 15 4 90 580 1495 45 215 14 503 620 1535 40 203 15 513 650 1565 30 176 17 525 685 1600 35 190 76 533 710 1625 25 16.1 79 539 730 1645 20 144 21 546 750 1665 20 144 21 5.54 775 7690 25 18.1 19 562 800 1715 25 181 19 570 825 1740 25 761 19 579 BW 1765 25 161 19 584 663 1780 75 12.5 24 5 89 880 1795 15 125 24 5.92 890 1505 10 102 30 NORTHWEST OEPTH feet 1 13 126 7.48 1.64 167 770 1 74 215 45 2 28 85 2 44 135 2.55 170 264 195 2 74 225 2.80 245 2 85 260 269 270 292 280 2 95 290 303 315 313 345 3 23 375 334 410 344 440 3 56 475 3 64 500 3 75 535 3.87 570 398 605 4 08 635 4,15 655 4 21 675 4 30 700 4 38 720 4,44 745 448 755 4.54 775 1 33 1 46 1 59 174 1.84 1 92 7.97 2 03 4 00 416 4.33 4.44 4.52 4 59 4.67 4 77 4 89 0 4 98 5 OB 5 20 5.25 5.30 5 36 5 39 DEPTH DPI SPT N AvgB7 544 mm mml6low mmNlow BGF 6inches 5.49 345 5 54 385 40 203 75 3 557 450 65 25 7 12 5.62 500 50 226 13 5.87 510 10 102 30 15 510 520 10 10.2 30 5 75 530 10 102 30 580 5 85 655 5 89 695 40 203 15 5 5.92 745 780 805 835 855 50 35 25 30 20 226 190 161 176 144 73 18 19 17 21 BIO 15 125 24 14 880 10 102 30 890 tp 102 30 900 10 102 30 925 25 161 19 6 955 30 176 17 985 30 176 17 1020 % 190 16 10.50 30 176 n 1085 35 190 16 1110 25 161 19 1145 35 190 16 1180 35 190 16 1215 35 19.0 ifi 1245 30 176 17 1265 20 144 21 1285 20 144 21 1310 25 161 19 1330 20 144 21 1%5 25 161 19 1365 10 102 30 1385 20 1dA 21 DEPTH mm 75 105 720 135 145 155 165 240 250 255 335 345 355 405 445 485 530 560 585 600 620 305 1220 355 1270 405 1320 440 1355 465 1380 485 1400 510 1425 540 1455 575 1490 605 1520 635 1550 670 1585 685 1600 70D 1615 720 1635 730 1645 745 1660 760 1675 775 1690 785 1700 800 1775 815 1730 825 1740 840 1755 855 1770 870 1985 880 1795 690 1805 DPI SPT mmlDlax mmlElaw 30 176 15 125 15 125 10 t02 10 102 10 102 70 10.2 5 7.3 10 102 10 102 40 20.3 40 20.3 45 21.5 30 176 25 761 15 12.5 20 14.6 50 22.8 50 226 35 19.0 25 16.7 20 144 25 161 30 176 35 19.0 30 17.6 30 176 35 19.0 15 725 15 12.5 20 14.4 10 702 15 125 15 125 15 125 10 10.2 15 72.5 15 72.5 10 102 15 125 15 12.5 15 12.5 10 102 10 102 N Avg B/ BPF 6 inChes 24 17 D 24 30 30 30 30 15 42 30 30 15 5 15 14 17 19 24 31 13 5 13 16 19 21 19 77 16 17 17 16 24 12 24 21 30 24 24 24 30 24 24 b 24 24 24 30 30 851 LEXIE NATIVE CLAV AT BOTTOM OF NEW TRENCH DEPTH OEPTH DPI SPT N Avg B/ feet mm mmlblow mmlblow BPF 6 inches oas izo 046 140 20 14.4 27 ? 074 225 65 29.4 10 0 89 270 45 21.5 14 0 98 300 30 17.6 17 100 305 5 7.3 42 0 57 175 0.85 200 25 16.1 19 6 0.74 225 25 16.1 19 085 260 35 790 16 0 95 290 30 176 17 105 320 30 17.6 17 1 13 345 25 161 19 7 21 370 25 161 79 128 390 20 744 21 1.31 400 W 102 30 139 425 25 18.1 19 C ? ??Z7?vu 4 ? . ? ?j MEER Ig1 0fl W, * * c;ertificate of Survey for: 647 LEXIE COURT 2422 Enterprise Drive Mendota Heights, MN 55120 (651) 681-1914 FAX:681-9488 !VEYORS • CML ENEWEEFS E-moil: PIONEER@PRESSENTER.COM :NS• 1µ05CAPE AR[Hi1ECi5 [E-moil: 25 Highway 10 N.E. laine, MN 55434 612) 783-1880 FAX:783-1883 PIONEER20PRESSENTER.COM MANLEY BROTHERS CONSTRUCTION ,3,'j l,l i • \ 12 897.91 _..? ?, 011 1) N Oi M ? 17 3 p 919-, N cO ? r 0 V) i? BENCH MARK 'TOP OF PIPE ELEV.=923.09 (y1y- N82'33'45" W o -? r --- 5 i EASEM ?E & UTILITY ' ENT PER pLA7`? ? ? 913.1 ? I ? ? ? ? ? ------- -?-? &r3 0 I ? o \ I 24.65 ? 1 13.16a .82 vwp? ISERV ? 92r.7 EIEV.=909.9 N ??- ? \ 919.0 5 0 4FX1F p=]35.ip 88 R?91 83 CouR 9, B.2 ? , . ?\z 904.8 I 914.9 . io LL--?-----}---J 10 n.,. ? _.. ? r? 11 IM LO _V Locarzorf E DETERmirlE rfio N t 5 z N eMr rreJ m-rrva. W d' M O ? V) ?Otm•q) JJ./Y ii..1 JL.YOJO/.S I , T• 19?g Z ?? ?7'1?69?8.66 , ? ? t 4 BOPCOFMPIPE/ ELEV.=977.19 LOT AREA =23,529 SQ.FT. HOUSE AREA =2.818 SQ FT. COVERAGE - 127 HOUSE TYPE-2 STORY FVATION) Rf , 9 iJ' LOWEST FLOOR ELEVATION NOTE: PROPOSED GRADES SHOWN PER GRADING PLAN BY: E.G. RUD k SONS, INC. : G 2 Z ? ? 2D ? NOTE' BWLDING OIMENSIONS SHOWN ARE FOR HORIZONTAL ANO VERTICAL LOCATION TOP OF BLOCK ELEVATION: OF STRUCIURES ONIY. SEE ARCHITECTUAL PLANS FOR BUILDING AND GARAGE SLAB ELEVATION: FOUNDATION DIMENSIONS. NOTE. SURVEYOR!CTHE'SUT ABILITIVAOFOSOILS OESUPPORTLTHE SPECIFIC HWSEY THE PROPOSED IS NOT THE RESPONSIBiLITY OF THE SURVEYOR. O SHO'N EASEMENTS 01NER THAN NOTE: TH'O.Sf. SHOWN pN DOE REOCORDE? PR?r NOIE' CONIRAC70R MUST VERIFY URIVEWAY UESIGN. NOTE: BEARINGS SHOWN ARE BASEO ON AN ASSUMED DATUM W[ iIERERV CERTIFY TO MANLEY BROTHERS CONSTRUCTION THAT THIS IS A S(iRVfY 0F Tllf. BOUNDARIES OF. TOB 0 LOOKOUT ELEVATION: X 000.00 DENOTES EXISPNG ELEVATiON ( D00 00 ) DENOTES PROPOSEO ELEVATION _ OENOTES ORnINAGE nND UTILITY EASEMENT DEN07E5 ORAINAGE FLOW DIREC1i0N -? DENOTES MONUMENT ?- DENOTES OFFSET HUB TRUE AND CORRECT REPRESENTATION OF A LOT 18, BLOCK 1, OAK BLUFFS DAKOTA COUNTY, MINNESOTA THIS LEGAL WILL BECOME VALID UPON FILINC THE PLAT iT DOES NOT PURPORT TO SHOW IMPROVEMENTS OR ENCHROACHMENTS, EXCEPT AS SHOWN, AS SURVEYED UY ME OR UNDER MY DIRECT SUPERVISION THIS REVISED 9-27-99 ?FL P1999. SE REVISED 9-29-99 RESTAKED 51 ED: IONEER ENGINEE ?G -AREVISED 10-11-99 MOVE HSE SCALE : 1 INCH = 30 FEET REVISED 10-13-99 RESTAKED B: ? REVISED 11-17-99 FLIP HSE REVISED 11-19-99 RESTAKED ohn C. Larson, LS. Reg. No. 79828 ? I,,, i :39?'?; ?; ; ? •< ?, ;,?-,?;.? .' ------ o S??r FENCE To Oe P?AeCll-YR" To Af+?' DiRTWoRK 'BtZN4'pONE "?- 'LN'TqS'??p LjURYN? I to 908.0 z 893.4 ? ? 911.2 " 4.8 ao ? ? - z .00 g04.0 'RETAx?JSNI 4: ` / E DESZ eN '?o ` R?rL R Fo?tNC ? p 0.po \ PRxo R-'o ? F R ? C9P ?o X 9G? I p ? \ 897.5 ? a, o? \\? 4.9 ? ?? ? 3Q V - w % t! o?Q? I n ?n ** ertificate of Survey for: 12 897.91 647 LEXIE COURT ? ?. 011 N Of M ? 17 O 91? N t0 r ? O ? . BENCH MARK TOP OF PIPE ELEV.=923.09 N N82033'4c. yy r -_' , 5 ? DRqIryqCE & pER UTIIIiY , I EqSEMENT p?Ai ? I 913.1 • ? ? ?- (9r3??? i ? i? i ? z.. i? 1 13.16? POW ?2 \ ?if-/ M2422 Enlerpriae ol??e e.dolo Haiqhle, MN 55120 [881) 881-1914 FA%:881-9488 (812) 783-1880 FAX:783-1883' E-moG: PIONEER20PRESSENIER.COM MANLEY BROTHERS CONSTRUCTION ? 11 ??. ? t.. E?f.CE1VEC1 ,,:r ?. 1 _ o • Sst-r FcwC.E To Qe P?Aa?D?PR To A•+Y DZRTWoRK BtzNG'DoNE l? 2NTq=wED DUIZYN6 10 ? 908.0 z 893.4 i e,,.2 ? I '`so % 4.8 a0 - 200 ?- oa.o I ? ? RET^?CIJ?'N 14 \ E' ]?sZ6N ^?o ? ? WT'eR FoljtNC s ? a p ?? \ Qc,aCE Aaq s ??• PR2o R-ro ? F R Jiiv -so9.e N p? 5 919.0 X \ ° so?R13SS o"? % I"ON ?gTO918.3 0.50 c?URT 918.2 e??? ELEV.=! A 9. x 914.9 ? i •m`. ? 897.5 ? i ,g ? ? ? . ?\z 904.8 I 10 U - ? ? -------- I --- J to / JJ./Y TOJ J[.qQ907.5 +? ??????rE ?e.ss ! .J ? ? ? ? LoC ii tx orV T''LON SSTN 6Mr Yr6'?, M'cNG . W e ? 17 O N tase.q) LOT AREA =23.529 SO.FT. C?""`?'"?• ' - 818 50. FT. HOUSE AREA =2 , C y? RAC E 127G " HSUSE T1'PE-2 STORY ?' tli1G: it17?2'iGIP3L? 7,I3INu DI?bpOSED HOU?E ELFVATION C 9i3•6 IOMIEST FLOOR EIEYAnON: . NOiE: PROPOSED GRADES SMOwN PER WUDWC PLµ BY: E.C. RUD k SONS, IN C ? DIMENSONS NOTE: ? SEE ? ARCWTECT??I. PL?S fOR BUILWNG AANO An? ?? U ES ONLY TOP OF BIOCK EIEVATION: ZD•G ? 5 . ranoAnoa ower+sIa+s. --- CARAGE SLAB ELEVAP0N: NOIE: NO SPEdFlC SORS INVESTGATION NAS BEEN COMPLE7E0 ON 1NI5 LOT BY THE EC61C HWSE P T ? TOB O LOOKOUT ELEVATION: C SURVEYOR. RE5PON3?BILITY OF T7 PROPOSEO IS NOi? THE DEN07E5 EIOS7ING ELEVA110N NOIE: TMI5 CENni1CA7E DOES NOT OURVpiT TO SMOM EASEAIENTS OMER TMAN X ppp,pp ??? ??OTE5 ppOppSEp ELEVATON 7Hp5E SHpWN ON THE RECOROED PUT. _OMTES ppAJNA,('E AND U11UlY EASEYENt CONTRACiOR YUSi VERIFY ORIVEWAY OESIGN• 1E - p[NOTES DRNNAGE fLOW DIRECnON N0 : -?-- OEMDiES MONUMENT NOTE: BEMt1NC5 SHOWN ARE BASED ON AN ASSUMEO DANM E3_ ?WIrE5 pFFSET XUB RTIFY TO MANLEY BROTHERS CONSiRUCT10N THAT THIS IS A TRUE AND CORRECT REPRESENTATION OF A 1ryE HEREBY CE SURVEY OF THE BOUNDARIES OF: BLOCK lo OAK BLUFFS LOT 18 L BE COME VALID UPON FILING THE PLAT r m15 LEGAL MHI OAKOTA COUNTY, MINNESOTA TO SFIOW IMPROVEMENTS OR ENCHROACHMENTS, EXCEPT AS OWN. AS SURVEYED BY ME OR IT DOES NOT PURPORT UNDER MY OIRECT SUPERNSION THIS REV?15E0 9 27C 99T,FLIP9 HSE IONEER ENGINEE G A. REVISED 8-29-99 RESTAKEO SI ED: REVISED 10-11-99 MOVE HSE SCALE : 1 INCH = 30 FEET REVISED 10-13-99 RESTAKED B ? REVISED 11-17-99 FUF HSE REVISED 11-19-99 RESTAKED ohn C. Larson, L.S. Reg. Nv. 19828 ?556 99419 03 JMM * PIONEER * eng naar * ** * Certificate of Survey for: \ ? 897.91 ? `o 01 O N VI M ? 17 913. 2422 Enterprise Drive Mendota Heights, MN 55120 (651) 681-1914 FAX:681-9488 E-moil: PiONEER@PRESSENTER.COM 625 Highway 10 N.E. Bloine, MN 55434 (612) 783-1880 FAX:783-1883- E-moil: PIONEER20PRESSENTER.COM MANLEY BROTHERS CONSTRUCTION 647 LEXI 12 N82'33'45"W 0 r - - - 51 DRqINpGE & UTILI7Y I EqSEMENT pER PILar I ? sia.t ? ty13-0 I ?\ p 919.7 N a I z-o0? i ? I ? N r 0 1 I 82'I 1316 I SERV. ELEV.=909.9 ' ?-?- BENCH MARK ^ TOP OF PIPE ELEV.=923.09 5 l s,s.s o 4FXlF c .- OU918.2 i 33.74 ei RT ^7?7i BENCH}MARK? /,? qd I TOP OF PIPE ?? ? 6' l ELEV.=917.19 B , LOT AREA =23,529 SQ.FT. 1907.5 ? E ?8.66 4 F14 ? M ? ? LoCRr?oN T?^? xszw 6Mr rrE',, &'1=NG , W d' io O O N ?S?'9) HOUSE AREA =2.878 SQ. FT. COVERAGE = 12% HOUSE TYPE-2 STORY EA,GAN ENCrIlmTFEI{YPj'Lr' DB3,??'rpOSED HOUSE ELEVATION NOTE: PROPOSED GRADES SHOWN PER GRADING PLAN BY: E.G. RUO & SONS. INC. LO?NEST FLOOR ELEVATION: 9? /: NOTE: BWLDING DIMENSIONS SHOWPI ARE POR HORIZONTAL AND VERTICAL LOCATION TOP OF BLOCK ELEVATION: ? OF STRUCTURES ONLY. SEE ARCHITECTUAL PLANS FOR BUILDING AND 2D,G rour+onnoN oin+eNSONS. GARAGE SLAB ELEVATION: NOTE' NO SPECIFIC $OIL$ INVESTIGATION HAS BEEN COMPLE7ED ON THIS LOT BY TME TOB 0 LOOKOU I ELEVATION: SURVEYOR. THE SUITABILITV OF SOILS TO Sl1PPORT THE SPECIFIC HOUSE PROPOSED IS NOT THE RESPONSIBILITY OF 1HE SURVEYOR. X OOO.OD DENOTES EXISnNG ELE`/AnON NOTE: TMIS CERTIFICATE DOES NO7 PURPORT 70 SHOw EASEMENTS OMER TFIaN ( p00.00 ) DENO7E5 PROPOSED ELEVA710N iHOSE SHONM ON THE RECORDED PLAT. DENOTES ORAINAGE AND UTILITY EASEMENT NOTE: CONTRACTOR MUST VERIFY DRIVEWAY OESIGN. DENOTES DRAINAGE FLOW DIREC110N ? - DENOTES MONUMENT NOTE: BEARINGS SH6WN ARE 6ASED ON AN ASSUMED DANIA DENOTES OFFSET HUB v -- WE HEREBY CERTIFY TO MANLEY BROTHERS CONSTRUCTION THAT THIS IS A TRUE AND CORRECT REPRESENTATION OF A SURVEY OF THE BOUNDARIES OF: LOT 189 BLOCK 1o OAK BLUFFS DAKOTA COUNTY, MINNESOTA THIS LEGAL 1+?1.L BECOME VALID UPON FILING THE PLAT IT DOES NOT PURPORT TO SHOW IMPROVEMENTS OR ENCHROACHMENTS, EXCEPT AS HOWNAS SURVEYED 8Y ME OR UNDER MY DIRECT SUPERVISION THIS REVDISED 9 27-99 ,FL P1999 SE REVISED 9-29-99 RESTAKED SI 6ohei, R ENGINE7eA. REVISED 10-11-99 MOVE HSE ? SCALE : 1 INCH = 30 FEET REVISED 10-13-99 RESTAKED BREVISED 11-17-99 FLIP HSE REVISED 11-19-99 RESTAKED L.S. Reg. No. 19828 5q¢xEO I ? roxa PCAfH 2/'7 119.0 \ ?. VUNNEXS• LAMDSCAFE COURT VEU ? f? n n ? ? NOV I2? 1999 u?, a ? ?, ? ? • 5x?? FemcE To t s P?rae?D-'PRxv? To ANY DiRTwoqK Bt:N`'OoNE A?b 2ar,?=NEp Dur?2wG ? 10 908.0 x 893.4 ? I 911.2 i sp x 4.8 ? I .? - zo.oo•soa.o I ? RETAZNSH? 41 o ? RF'r?R Fol,?tNO ;,°°? ?? \ Qc.?.E A?vtp S ?, \ pRlo R To ? F IZ ?=135\ R?)Ssr? 88Ast -kT ?s?a 3 .. c c. X ,,., ..., I . y?9 p0 as7.s ? ? ??9 4.9 ? \QO \\ QO ? \ ?? I ?o . rn ? I . . 914.9 \`x 904.8 I i ss` ? ` 10 ? --. -'------? ? ?------ 70 % ** * *'i2IONBER * " fl?-- l **** Certificate of Survey for ? szs, O N 6 ? 17 913.9 O 5.00 ? N c0 r ? 0 (f) C BENCH MARK TOP OF PIPE ELEV.=922.09 LOT AREA =23, HOUSE AREA = COVERAGE - HOUSE TYPE-2 NOTE: PROPOSED NOIE: BUILOING [ OF STRUC' 2422 Enterprise Drive Mendola Heights, MN 55120 (651) 681-1914 FAX:681-9488 E-moil: PIONEEROPRESSENTER,COM L/Ji0 ?NEMS• 4V105GAPE ANMIECTS MANLEY 625 Highway 10 N.E. Blaine, MN 55434 (612) 783-1880 FAX:783-1883 E-mail: PIONEER20PRESSENTER.COM BROTHERS C014STRU&ION 647 LEXIE COURT 12 N82133'451yy ? ? 0 159.39 r--_ ? ?SEMENT PERTPLAT`-?i` _ C ? _ - - - x • 1.2 o PR? ??" U-rZLLi?e Ibas"Li- q-T-.? I or,? RIFT???v?nr c?a ? .e)) T'o -r6 ?° TME M t(] r r i . I 19.7 °o L 320?-ai o ` 'q6 ?L'? t a4?8 Q ? I I ^r, GARAGE t? *_S_ 14B OG S 6 ?C?v?+??r-.• ?S ?1?J P 3Z 33 lqs F? } \ 0 'z E ? x ?a894.5 r??IL LLI 0 ? 89 ERV, LEV.=909.9 ?O 9 . ?b--??? 5 90.0 ° so?R13s' ? I 88 O?? .3 \ i 3'?•. x 904.8 i ` 4?` •?'iF , 9,a.s C 050 ,o 9, ?Z t S19/J? J 0 48. 7 ? ? l-. - BENCH MARK 3 sia o ?. - Fr. AVG. EPT. ? ?TOR H/l6 ?. PRO OSED HOUSE E VATI N AO SHOWN PER GRADINC PIAN 8Y: E.G. RUD k SONS, INC. LOWEST FLO R ELEVATION: G9131G N ONS SHONTJ ARE FOR HORIZONTAL AND 4ERTICAL LOCATION TOP OF BLOC EIEVATiON: iS ONLY. SEE ARCHITECTUAL PLP.NS FOR BUILDING AND ? a eNSIoNS. GARAGE SLA ELEVATION: N07E: NO SFEGIFIC SOILS INVESiIGAT10N HAS BEEN COMPI.ETED ON TI415 LOT 6Y THE SURVEYOR. THE SUITABIIITY OF SOILS TO SUPPORT THE SPECIFIC HOUSE TOB @ LOOK UT ELEVATION: PROPOSEO IS NOT THE RESPONSIBILITY OF THE SURVEYOR. NOTE: iN15 CERTIFlCATE DOES NOT PURPORT TO SHOW EASEMENTS OTHER THAN X 000.00 DENO EXISTING ELEVAnON 1HOSE SHOWN ON THE RECORDED PLAT. ( 000.00 ) DENOTE PROPOSED ELEVAl10N DENOTES RAINAGE AND UTILIN EASEMENT N07E: LDNTRACTOR MUST VERIFY ORIVEWAY DESiGr! pENOTES 0 AINACE FLOW DIRECTION NOTE: BEARINGS SHOWN ARE BASED ON AN ASSUr,:CO DANM T- DENOTES MO MENT -?- DENOlES OFFSET MUB WE HEREBY CERTIFY TO MANLEY BROTH"RS CONSTRUCTION THAT THIS IS A TRUE AND CORRECT REPRESENTATION OF A SURVEY OF THE BOUNDARIES OF: LOT 18, BLOCK 1, OAK BLUFFS DAKOTA COUNTY, MINNESOTA 1HI5 LEGAL WILL BECOME VALID UPON FILING THE PLAT IT DOES NOT PURPORT TO SHOW IMP?nVEMENTS OR ENCHROACHMENTS, EXCEPT SHOWN, AS SURVEYED 8Y ME OR UNDER MY DIRECT SUPERVISION THIS S DAY OF AUGUST, 1999. RFVISED 9-27-99 FLIP HSE 51 NE?? PIONEER ENGI ERIN , P.A, Rtn'ISED 9-29-99 RESTAKED SCALE : 1 INCH = 30 FEET REViSED 10-11-99 MOVE HSE BY; REVISED 10-13-99 RESTAKED ,, „,_____ , ? oa,, ni.. 1CA7A 5gs.T 1%Eroer -ro4BE am Ceoa?-°Ru.@,r w 'zom. Ld_?' .? E ?bT?STt°0 A z--e?`A r +2ErcI`lE0 ??"? 1 5 S°g4 w?.? rt(y?2? R? 2422 Enterprise Uriva ? D r Meadota Hafqhls, MN 55120 (851) 881-1914 FAIL•881-9488 '.p 10 o p ??p E-moB: PIONEEROPRESSENTER.CWA ABeP Ag i,wosc.r[ .?wrtcn 625 Highwoy 10 N.E. Bloine. MN 55434 (812) 763-1880 FAX:T83-18H3' E-mo: PIONEER20PRESSENTER.CWA 3 ??ertificate of survey for: MANLEY BROTHERS CONSTRUCTION 647 LEXIE COURT 12 as7.s, r oll 111 N M ? 17 97 3 O 91s N t0 T ? N ,. , BENCH MARK TOP OF PiPE ELEV.=923.09 r----- Si EASEMEN7 PER P?q ? ? 913.1 ? • ? r---r- N8233'4?"yy . I «a ? 11 • ?.V' hr cE i vcu ,,, V I ? t V? J ----- _. o StLr Fc?+ec To IIe P?Aa?i?"P?R T? ANY ?tRTWo0.K ` UO%IE?? 10 ZNTq="rtp DU172NG I ? K 908.0 893.4 ? e?,.z " 4.8 ? ? `'?° I ?? ? - 20.00?904.0 ?Ej,^;0?.N I ? ?? ? E 1?aivN o . ` AFT?R FoljtN a * `?? \ QLACE ANq ; \. . . PR2o R To IF x ? 894. 1 .82 9,p9 'Gb ( 5( ? qzl• q ? EIEV .909.9 N Q e? B97.rJ ' J ? ?o\? ? 5 919.0 9.9 ? x o s ? ??g, \ ••s? I ?\x 904.8 ? 918.3 914.9 ?` •` ? ? ?FkjF o.? ,o ,o ? --;-----}-- pU 918'2 33.74 aml 32.48 R??/g 2 i p M ? ? 907.5 y7 Is ? ?8,66 BENCH;MARK? TOP OF PIPE I"R ELEV..917.19. ... ? n ? ? ? loC R T=Op TsON 2 52tJ 0Mr rr6'?, Nr-cryG , W d M 0 N laoq) LOT AREA =23,529 SO.FT. OUSE AREA a2 818 SO. FT. . •,• ?l?- 99 ' H C y?RA = 12? H?USE ?E-2 TORY , hJ1G?irr r•:PiGn'':C?IIVu DIjICbNOSEO HOl!« EL VA710N QI 6 ? nore: vrtarosco cn?s srwrM rrn enAowe ?.Aw en E.G. mro t soas. we. idt MdM20NT11L ANO KRTIC?L lOCA110N ' ` BLOCK ELEVATION: ? TOP OF ?M ARE NOTE: BUiLDING MMEN90N5 SNO p? 51RUCiUNES ONLY. SEE ARQUIECWk PL+?''' F? ???' ? ZD•G CARAGE SLAB ELEVATIOM: ? Fd/11DAT1d/ OIYEN90N5. N07E: MO SPEtlFIC SdLS MMESlIW110N NAS BEEN COMPL? ?EQ?HOa?Y 7NE 5 TO SUPPaN Y Of SfN1 Tpg O 100K0UT ELEVAnON: . $URVEVON. ME SlI1TA81t1i ppaVO5E0 15 NOT THE f1E5pON96NJTV 0r TME SURVEYOR' X?? pp?ph5 Ei0511NC ElEV?110N NOIE: TNIS CERTIi1CATE DOES NOT PURGOAT TO 9lOtl/ EASEMEN75 01MER MAN ? S?pyM pp iHE RECOROED PLAi. (?.? ) ?OhS ppOpp?p ELEVAl10N pENOlES DRAIMIIGE AND UIILITY EASE1AENi NOIE: CONTRACiOR MUSi VENIFY ORIVEMAY OESIOM. - DENOIE$ DRNNACE FLOM DIREC110N ??h5 M?yENT NOtE: BEMWGS SHOWH ME BASEO ON AN ASSUMEO DAIUAI ---G- pQpiE4 OriSCi /1U8 RiIiY TO MANLEY BROTHERS CONSTRUCTION TNAT THIS IS A TRUE ANO CORRECT REPRESENTA710N OF A WE HEREBY CE SURVEY OF THE BOUNOARIES OF: LOT 18, BLOCK 1o OAK BLUFFS TMIS LECAI. YALL BECOME VALID UPON nUNC THE PIAT DAKOTA COUNTY, MINNESOTA R ENCHROACHMENTS. TO SHOW IMPROVEMENTS O EXCEPT AS 01Mr. AS SURVEYED BY ME OR U IT OOES NOT PURPORT UNOER MY DIRECT SUPERVISION TMIS jE??O 9 27 99T,FLIP9 NSE IONEER ENGINEE C •A• REVISEO 9-29-99 RESTAKED SE REVISED 10-11-99 MOVE H D SI E0: ? E SCALE : 1 INCH = 30 FEET REN?Q ??_»'99 FLIPTHSE B. Larson. L.S. Req. No. 19828 hn C REVISED 11-19-99 RESTAKED . o nommommommman? 99419 03 JMM Use BLUE or BLACK Ink ' r________________� I For Office Use � I ,) -� I � � Permit#:_�_ � ��; City of �� ; . /��, � ; Permit Fee: C,il r 3830 Pilot Knob Road , �` Eagan MN 55122 � Date Received: �Z' � I Phone: (651)675-5675 I � I Fax: (651)675-5694 I Staff:. � �----------------�� 2015 RESIDENTIAL BUILDING PERMIT APPLICATION �� \�1`� ' ` t1 �� Date: :� / Site Address: -1 7 �--Q 1 �T �Ct. �h� Unit#: � �� .: � -��.r a,� � Name: � S l t� ��-�-5 Phone: � Address/City/Zip: ��"7 L-f?k`C C �' �Cc c3c� , m Applicant is: �Owner Contractor Description of work: Construction Cost: Multi-Family Building: (Yes /No_� Company: �� h0� �v�t s 3' l►'�� Contact: YV 1 �� . . . _ = Address: oZ�PJ U `�� S 'i— City: �_b�� s } State: 1�1�,Zip: �JSO�c Phone:(sda�d3a-� Email: ��iCons��,o�,tna,�,� y� � � License#: �O 1 ?j 3�7 r � Lead Certificate#: If the project is exempt from lead certification, please explain why: (see Page 3 for additional informatio �!!!L T ��y . p� ' COMPLETE THIS AREA ONLY IF CONSTRUCTING A NEW BUILDING In the last 12 months, has the City of Eagan issued a permit for a similar plan based on a master plan? _Yes _No If yes,date and address of master plan: Licensed Plumber: Phone: Mechanical Contractor: Phone: Sewer&Water Contractor: Phone: _ . .,. . _ _ . _ _ _ _ _ � �_ . ., � : _ . _ . . . � � Ty � ; _ ._ _. �_-_. z CALL BEFORE YOU DIG. Call Gopher State One Call at(657)454-0002 for protection against underground utility damage. Call 48 hours before you intend to dig to receive locates of underground utilities. www.qopherstateonecall.ora 1 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 autho�ized by a building permit issued in accordance with the Minnesota State Building Code must be completed within 180 days of permit issuance. x (�1 �C�� W �,P.�.� � i��--�" x ApplicanYs Printed Name App icant's Signature Page 1 of 3 �� `¢ �� • • r DO NOT WRITE BELOW THIS LINE � � � I � SUB TYPES _ Foundation _ Fireplace _ Porch(3Season) _ Exterior Alteration(Single Family) _ Single Family _ Garage _ Porch(4-Season) _ Exterior Alteration (Multi) _ Multi Deck _ Porch (Screen/Gazebo/Pergola) _ Miscelianeous _ 01 of_Plex � Lower Level _ Pool _ Accessory Building WORK TYPES _ New _ Interior Improvement _ Siding _ Demolish Building* Addition Move Building Reroof Demolish Interior � Alteration _ Fire Repair _ Windows _ Demolish Foundation _ Replace _ Repair _ Egress Window _ Water Damage Retaining Wall *Demolition of entire building-give PCA handout to applicant DESCRIPTION Valuation �L8�i0 Occupancy ,Z��G�. MCES System �"' Plan Review Code Edition �,lX�'7 SAC Units '' (25%_100% t!) Zoning jl, �� City Water '� Census Code �3� Stories � Booster Pump — #of Units / Square Feet ' PRV '"�' #of Buildings � Length �' Fire Suppression Required --- Type of Construction � Width �—" REQUIRED INSPECTIONS Footings(New Building) Meter Size: Footings (Deck) Final I 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 �LFinal Siding:_Stucco Lath _Stone Lath _Brick � Insulation Windows Sheathing Retaining Wall:_Footings_Backfill_Final Sheetrock Radon Control Fire Walls Erosion Control Braced Walls Other: Reviewed By: , Building Inspector RESIDENTIAL FEES Base Fee ��" � Surcharge Plan Review � �q =-- MCES SAC City SAC Utility Connection Charge S8�W Permit&Surcharge Treatment Plant Copies TOTAL Page 2 of 3 ��'( 7 ��FZ}Cl/L G' f � -� v �� (//6.% 1� �doo Ta�2DU714i��.�Ta�Sr�r�Bv��t�c Co�� ,p�✓l,2 l.r�/i;�L l��to�l� /i'�.✓�SH ,. �'!r c p ili''t c� �� . i 3 0� sq �1' ��: nr�t�� ,�v�,t ��,��r !/o a�t�:�f X, 8`'—!v`` c�o�� s� v�� c l«��S w�r��: Gu _��ood !�� - _�� ,��:!�aode�nr ,�,,�i`J 1 �' �? {Nat tan assisted� �F�erv�t � C�ate the vol�ne�tt� ' Space(CA5) ' 'ng cat�xstion��. �C�S, Tne GAS indudes aM spa�s ta a�e ar�r by c�de �►�gs. cAS vohtme:��ft� Def�mine A�Ghanges per F�r(ACkij� Detaui#AGH vah�es Isave bee�incorpota�ed into Ta�bte E-1 fa vse wi#h hlethod 4b(KA�Z Methocl�. tf ttie year ct#t�nstr�tion orRL�i��knrn,m.use meft�d da�Sta�rd 141enia!}.' Det�rmuae Req��for Combugtion An 4a, Sta��dard Method Total�input of a�'cambt�stion {�N{7T{�UNT DlRECT 1tEN7 APRl.IANGES} Ir�: Btul�u lJse Standard A�etfiod t�trxi�Tat�e E-1�r find To#at Re�red 4bi�ne(TRV) TRV: ft� if cAS vaurt�{fi�,step 2�is greater tt�TRV a�r rw o�or op�s ae ne�d. If CAS V�urr�{frr�n Step 2}i��ss than TRV tt�en�10 StEP 5. 46. Knawn A�`1n . Rate(KAIR)A� Tatal St�ttsr input oi a�fa�s-��d pa�ver v�#�piiances {[}0 NQT COUNT�RECT VENT ARPC.IANCES) (np�: � Btuthr Use Fan-Assist�i ApptEanc�s calt�in Tabte E-1 to fiuRd Required Vo�me Fan Assisted(R1+FA) avFa: C�. � ` Tota!BuU�r mput ot s0 nan-t�isted app� l��:�'M9tumr tlse Na�-Fan-Assistesi AppMian�calu�o�Ta�ie E-#to firx! Requited Volutt�NarFan-Assi�ted(RYNFA} RVNFA:I�?� T�E2eq�ret!V�t�na{TRV}=f2VFA+RVNFA TRV= d +/'L7�U' _ :0'7 fF GAS Y�me(ir�m S'iep 2}is gtetter tfian TRV t�rXS o�dc�or ope�ings�e needed. If CAS Voktt�(�n�2j is less than TRV#�en go to STEP 5. Galcutate the ra�a oi ava�intetior u�urs�e fa the#atat requ�rer!vdume. R�a=cas va�ne��n►�2}a��r�a��v t�,��o��} �-�GJ�'r1 ? d-lGg c�«�e R�►��. R�=t minus Ra�io �t�=t. .I4i�4'-_ d•�3� C�ate su�qle a�c�upe��r�g��aN combustion a�is(rom aufs�e. Tot�Btt�ltu in�t of a�Gombustion Appl'�ar�es�#se same GAS{EXCEPT DIREGT VENT} tnpu#,��kBtt�thr C,�tion Air�en�tg Area(GA(7Ar ��d�ea��sa�nr�� c�oa=�/SO��ooa�twu�r��=�� ca�Cr�ake Minimurn cAOA. - �,r _36 8�3� ' Mhsi�m CAOA=CAOA multi�ied#y RF Minimum GAOA- x• _�/ir� Ga1culate Canbt�Gon Air t}pet��Diame�r(C,kOD} CA{}D=4.13 muttipli�d by the square raot of i�nimc�n CAOA CAflD=1.13 x fi�n��n GA4A=�__'_2 4 tf desireci,ACH can be determ�si t�g ASNliAE cai�#at�n�bkavaer cic�or test. Fo�r procetls�in Sectitrn 344. 3s� � I/ " p vcr 02 q''/�,�,�� r ..-- • � � �� 'Tt7E�{N3711IL'dPdFSOTA STATE BITSI.,�?IAiG Ct}I?E •- a � ��'��' `� � ` � .� r��'� � � ��" �' � *s��`� � � � �� : � r �'�� ,� �. � � � � � �, � � �i � �t r:c � a ' s� �.�- -3 ""'�z- ,��`�� ' �-- ,�� #� �d$� � � _ ��,�,..... .�> .,..,�'€�� '�� ,� �� e� � '�c'��1 ,� �,�� .�Q �.� �� .� .�.#�Q ��r. �''i.IlitO 1,�iQ i#7'S 93& 2.625 1,3i3 30A00 1,500 2.2r.�t} 1,1� 3,i5U 1,575 35,000 i,75t? 2�'t5 1;3t3 3.675 t,$38 j 40,Ot10 . 2.000 3.OEl0 i.500 �.2(I0 2.iQ0 j 45,000 2,25Q 3�'f5 i.6� 4,725 2,�3 3 �o,aw x,�oo sasa �;srs s,z�o z,� 5f'>,tXJQ 2,75d #,i25 Z�Gi 5.775 2,888 j 6Q.QOQ 3,004 4.50C 2,�i0 8.30Q 3.1� $ �,DQD 3,250 1.875 2,438 fi 8Z5 3.413 I 70,0� 3,5Q0 5,250 2,625 T,�O 3�75 I 75.OQD 379D 5,525 2.813 7,915 3,938 ? Bfi3OQ4 4,ffOb 5.000 3z000 B.�iQO 4.20i1 85,IXX1 #.2�t $,3T5 3,1� 8,925 d.4G3 I 9Q.QQQ #.500 8.75d 3.375 9.A5D d,725 95.00U 4,750 T.1�a 3,5�4 8,97'S 4,9�, j 1UQ.OIX1 5.000 ?.500 3.75Q 1Q.�00 §:250 105�000 5.250 7,8T5 3.935 14.825 5.513 11U,0�0 5,500 8.25U 1.125 tt.550 5,775 i 115,000 5,73U 8,6?5 d,313 12��"t5 6,63$ ; 120.0�0 6,000 9.�E10 1,SOC! 12,600 6,�0 j 125.�00 6.250 9.3T5 1,688 #3;125 6�i 130.00U &.500 9,75Q i,8T5 13.650 6,825 I 135.004 6,?54 t0.t� 5,063 1�.175 2,�8 t#O,OQO 7,Ot�6 i0,50Q 5,�i0 t4.?00 �,350 � f45A00 1.25Q 1Q,6T5 5,438 15�225 T,6i3 150.00d f,5Q0 t1,250 S.SZS 1S.T50 T.gT5 I i55.0�0 �.750 t�.�5 5bi3 t$.275 8.138 j l6tI.a10 B,Q00 12.Ui0i} 6,000 iB,BQd B,AOd ! tb'S.00f1 a,250 42.315 6,188 17„325 8,663 { 17t1,tXIU 8,5i10 12.750 6,315 I7,�i0 S�i � 1T5000 $.750 13.135 6,563 18,37'S �,t68. � 1�0.006 4.040 13»500 6,?58 i8.900 9.450 ; 185,t1Q0 9,254 13.875 6,938 19,825 9,1t3 ! l9Q,DOd 9�506 tA.�U 7;125 t9,950 8,9'75 j t95.fAQ 9,75t! 14,625 7,3i3 ' 24.d75 iQ:238 2QOAOQ 10,000 l5,000 t,�QO 21.0()d 10500 � 2�,OD0 10�250 15,315 7,58$ 23,�a25 1Q,763 21�.OQ0 14,5Q0 15,T5� 1,8Ti 72,050 11,025 i 2i5.0�Q 16.75Q 16,125 $,063 72.515 11.?BB 22U.A�Q t1.Q00 1&.5ClQ 8,25#} �i.iQQ Sf,55Q 225.OQ0 1#,ZSt} f5.875 8,<38 23.G15 11,843 7.iti,000 41,504 t7,25Q E,525 24,158 12,dJ5 'The i9Sd tSa�tete�s b urWe�'�re 199� Energy Gode.The deta�afE KAIR�sec!�7�se�cG�a►o€1t�f�ie a Q.2Ul#£#!. 2 TAis ser�oti d t�e tabie�#o be�for �D�cr�1994.The Ce�t KA�t t�sad�#ris sedio�n�the Iable�s 4.4Q ACN. 383 PERMIT City of Eagan Permit Type:Plumbing Permit Number:EA129220 Date Issued:01/21/2015 Permit Category:ePermit Site Address: 647 Lexie Ct Lot:18 Block: 1 Addition: Oak Bluffs PID:10-53400-01-180 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. Fixtures:3 Applicant: Jenny Norell 3185 Terminal Drive 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 - David D Defries 647 Lexie Ct Eagan MN 55123 Silver Tree Plumbing & Heating Llc 3185 Terminal Drive - Suite 200 Eagan MN 55122 (651) 319-4200 Applicant/Permitee: Signature Issued By: Signature PERMIT City of Eagan Permit Type:Building Permit Number:EA129283 Date Issued:01/27/2015 Permit Category:ePermit Site Address: 647 Lexie Ct Lot:18 Block: 1 Addition: Oak Bluffs PID:10-53400-01-180 Use: Description: Sub Type:Fireplace Work Type:Gas Fireplace (new) Description: Census Code:434 - Zoning: Square Feet:0 Occupancy: Construction Type: Comments:Improvements to the home may require smoke detectors in all bedrooms. Chimney / flue must be inspected prior to concealing. Carbon monoxide detectors are required by law in ALL single family homes . Valuation: 3,000.00 Fee Summary:BL - Base Fee $3K $88.50 0801.4085 Surcharge - Based on Valuation $3K $1.50 9001.2195 $90.00 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 - David D Defries 647 Lexie Ct Eagan MN 55123 Hearth and Home Technologies 2700 N. Fairview Ave Roseville MN 55113 (651) 638-3309 Applicant/Permitee: Signature Issued By: Signature PERMIT City of Eagan Permit Type:Building Permit Number:EA138808 Date Issued:09/20/2016 Permit Category:ePermit Site Address: 647 Lexie Ct Lot:18 Block: 1 Addition: Oak Bluffs PID:10-53400-01-180 Use: Description: Sub Type:Reroof Work Type:Replace Description: Census Code:434 - Zoning: Square Feet:0 Occupancy: Construction Type: Comments:Please print pictures of ice and water protection and leave on site. Carbon monoxide detectors are required within 10 feet of all sleeping room openings in residential homes (Minnesota State Building Code). Valuation: 4,000.00 Fee Summary:BL - Base Fee $4K $103.25 0801.4085 Surcharge - Based on Valuation $4K $2.00 9001.2195 $105.25 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 - Leslie A Defries 647 Lexie Ct Eagan MN 55123 (651) 322-1804 Apex Roofing & Siding 944 Oriole Dr Apple Valley MN 55124-0000 (952) 891-1919 Applicant/Permitee: Signature Issued By: Signature PERMIT City of Eagan Permit Type:Building Permit Number:EA168530 Date Issued:04/23/2021 Permit Category:ePermit Site Address: 647 Lexie Ct Lot:18 Block: 1 Addition: Oak Bluffs PID:10-53400-01-180 Use: Description: Sub Type:Reroof Work Type:Replace Description:Does not include skylight(s) Census Code:434 - Residential Additions, Alterations Zoning: Square Feet:0 Occupancy: Construction Type: Comments:Please print pictures of ice and water protection and leave on site. We encourage you to retain an electronic copy of photos until the project passes a final inspection. *Roof permits issued between December and March will be inspected in the spring or when weather warms up. Valuation: 5,000.00 Fee Summary:BL - Base Fee $5K $118.00 0801.4085 Surcharge - Based on Valuation $5K $2.50 9001.2195 $120.50 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 - Leslie A Defries 647 Lexie Ct Eagan MN 55123 (612) 513-7466 Schmidt Roofing Inc 3509 West Highway 13 Burnsville MN 55337 (952) 888-4889 Applicant/Permitee: Signature Issued By: Signature