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3682 Robin Lane (certificate of Cccupanc? CCU4 of Wagan 'Zoartmeut of issubws anbPection This Certificate issued pursuant to the requirements of the Uniform Building Code certifying that at the time of issuance this structure was in compliance with the various ordinances of the City regulating building construction or use. For the following: Use Classiftcatiow TRM Bldg. Permit No. - 33473 Occupancy Type R3AJ Zoning District R A Type Const. UN Owner of Buii( ins ETA R'WS Address BM b 16, RMS1 Ri.A/YG1A4?t tif'pRC S ?S7 Building Add m 3682 TMIN LAM L comity T.1 R1 Date' . BuM.r, Otfwtial POST IN A CONSPICUOUS PLACE Wer i f irate of cccuvancv Teo- I --tut of 8xOWS ano" ion This Certificate issued pursuant to the requirements of the Uniform Building Code certifying that at the time of issuance this structure was in compliance with the various ordinances of the City regulating building construction or use. For the following- use Classification: 31Z EX Bldg. Permit No. 33.77 O-p-Y Type R3 11 Zoning Dania R1 Type Const. Owner of Building Address _BM 416, Building Address 36M RQM A LocaluY I L Due: / Building Olfieial POST IN A CONSPICLMS PLACE Ilk INSPECTION RECORD CITY OF EAGAN PERMIT TYPE: '---9856-Pilot Knob Road Permit Number: {.1 ' Eagan, Minnesota 55122-1897 Date Issued: (612) 681-4675 SITE ADDRESS: (if , !tl Ar F91N1•Ii? ?ll.r<1-?, hIN PERMIT SUBTYPE: t oil 1 1 1 E I APPLICANT: i:: ,,, , •, I?+rdf I I?r TYPE OF WORK: INSPECTION TYPE .DATE INSPTR. INSPECTION TYPE DATE INSPTR. ?ti ? ? I i ? F } 1 11 1) 11 kt MAHkti: I'I.AN NfVtt411'fl Ecy WAYNF MII_LEk. ?i W t. r. VAI.I FY Pt-OMH1N03 PHONE1 492--.', 121 T't:\! l.! i'?It E ail ?a J 3 3 *-13 Permit Holder Date Telephone # PLUMBI G? , HVAC A w Inspection Date Insp. Comments FOOTINGS u fe FOUND FRAMING ! "t ROOFING ROUGH PLUMBING 7 PLBG AIR TEST ??( r ROUGH HEATING GAS SVC TEST INSUL //l GYPBOARD FIREPLACE FIREPLACE AIR TEST d y FINAL PLBG FINAL HTG ORSAT TEST BLDG FINAL DOMESTIC METER IRRIGATION METER FLUSH MAINS CONDUCTIVITY TEST HYDROSTATIC TEST BSMT R.I. BSMT FINAL DECK FTG DECK FINAL CITY OF EAGAN Pilot Knob Road Eagan, Minnesota 55122-1897 (612) 681-4675 SITE ADDRESS: ' PERMIT SUBTYPE: TYPE OF WORK: Nt It tti t I tI t Nei x Qua f.-%- /5117 INSPECTIO N TYPE rt ATE INSPTH. INSPECTION TYPE DATE INSPTR. 1'. ,; ; t t;fr !.; tt.wFt? RY WAYHF Mrl_t.I.'R VAI 1 f Y Pl10MtifN{i 1'H014FIl INSPECTION RECORD PERMIT TYPE: Permit Number: 7 Date Issued: tit ot: K : APPLICANT: jj- 33L/)Z Permit Holder Date Telephone # PLUMBIN G /? rG pD HVAC I S 8GG Inspection Date Insp. Comments FOOTINGS ?,..?. Q8 Ile FOUND FRAMING ROOFING ROUGH PLUMBING PLBG AIR TEST A ? ROUGH HEATING GAS SVC TEST --? INSUL GYP BOARD FIREPLACE FIREPLACE AIR TEST FINAL PLBG FINAL HTG ORSAT TEST BLDG FINAL I DOMESTIC METER IRRIGATION METER FLUSH MAINS V CONDUCTIVITY TEST HYDROSTATIC TEST BSMT R.I. BSMT FINAL DECK FTG rJ 2'q?I DECK FINAI F i Surveyors Ce r 4,'t`\ "p a te\ SURVEY FOR : MENDOTA HOMES 111,11,\ 1\\ \II DESCR I BED AS :Lots 1, and 2, Block 1, BLACKHAWK ACRES 5TH ADDITION, City of Eagan, ?)o otoq County, ! Minnesota and reserving easements of record. 1 1 , 1 I r , 1 I ? ! i I I ? \ OND 1 I ! r / f/ 8 \ \ \ \\ \ EleoA 803.2 \ I ty eaTTCINWI \\ \ \\ S 89'153?14"-,t-,270. 77 \\? J \ ??' _-? !!® \\\\ \\ \DKQinage and \ Utility- Easemen 812 \\ 9p \ \\ \. / r,?\. 27°GOTTpN;d()G!) ? J... ? :. , -... ?,` r• ' / 13°CC / I , ,,_ _, \ L'_ .. ? "°• . -- ?_ ,- 5 COTTONWGpOj ?: ? V2--C?OTTONWOOt 2 / r l I I 1 r/ ! r QR++'`9p /? i'?9 rev \\??-?i f I IVY /b !?P 10 'O la \ I 9l \ yam' alb,l ? 840 \\ \ \\ \\`_? _814_ 1 \\ 1 \\\ \\\ \J j 8r? ? IbA `I \\ s^\ _816_,_\ `I I PROPOSED ELEVATIONS Top of Foundation = B.Ib.b Garage Floor = 816,2 Basement Floor = Lo} 1 608:5 L- t 2: Aprox. Sewer Service = 813.1 Proposed Elev. = Existing Elev. = Drainage Directions = Denotes Offset Stoke = HEADLU,ND PLANNING ENGINEERING SURVEYING 2005 Pin Ook Drive Eogon, MN 55122 Phone: (612) 405-6600 Fox : (612) 405-6606 r/--? BENCHMARK, MIN. SETBACK REQUIREMENTS 1 inch - 30 feel Front -30 House Side Rear -30 Garage Side I HEREBY CERTIFY THAT THIS IS A TRUE AND CORRECT REPRESENTATION JOB NO:. OF THE BOUNDARIES OF THE ABOVE DESCRIBED PROPERTY AS SURVEYED 98R-412 BY ME OR UNDER MY DIRECT SUPERVISION AND DOES NOT PURPORT TO SHOW IMPROVEMENTS OR ENCROACHMENTS, EXCEPT AS SHOWN. BOOK: PACE DATE -QQ1-/ L4 / 9F9 'D. +.?,..- CAD FltE: F R Y D. LINDGREN, LAND SURVEYOR - MINNESOTA LICENSE NUMBER 14376 Misc98-2 ?XXrXCY(i ?X?CXC:SCX?><CkCXoXXCKCXCMXCXr?C?CYtXCW1RSC?>X>;oX?CkCXCSCKCKCP(i XC$C CITY OF I AGAN CASHIER: S TERMINAL NO: 889 DATE. 09/r5/98 TIME: 16:00:50 ID: NAME: ME:ND01'A HOMES INC 2256 9001 3684 ROBIN LN 5,316.46 E256 900:1. 3682 ROBIN LN 5;(146.15 Tota]. Receipt, krount: J.09362.Gi CR097763 USER I'D: NANCY ?>r <m kC %c >X ?# Xt X c ? C ht XC kC>K %k?kY,tw„ ? ?X # Xt>K >K Xc %c ?C xX ? X:>X ?; m;? ?Y ? Xt >k ?C PERMIT ?ITI(OF EAGAN •3836 Pilot Knob Road Eagan, Minnesota 55122-1897 (612) 681-4675 SITE ADDRESS: DESCRIPTION: PERMIT TYPE: BUILDING Permit Number: 0 3 3 4 7 3 Date Issued: 09/25/98 3682 ROBIN LANE LOT- 1 BLOCK: 1 BLACKHAWK ACRES 5TH Byild ttil#Permit Type DUPLEX BAJildln Tk Type NEW -C Odaupa»rcy°%„ R-3,U-1 "C ons.truction Tye VN Oullding Length R 24 Suijd, ng Width ? ` 58 Bui@T?,S,ttr.les ;,-7 1 uwil„ gAyareV witf- m Cr 1 392 , C6W Ca , 103 2 - FAMILY ,fie F qe: S t ?- first` s $` a °e` r '$ s i '"3 k€ %.a' a?, .P..aM•'+? ', 1'' ? `'sh+?"S €?+ fir RE110ElAyREVIEWED BY WAYNE MILLER. S & W IS VALLEY PLUMBING PHONE* 492-2121. PRV REQUIRED. FEE SUMMARY: VALUATION $75,000 Base Fee $731.00 CITY SAC $200.00 Plan Review $475.15 WAC $1,614.00 Surcharge $37.50 S/W PERMIT $100.00 SAC $1,000.00 S/W SURCHARGE $.50 SAC % 100 TREATMENT PL. ?? $888.00 SAC Units 1 Total Fee $5,046.15 Subtotal $2,243.65 CFTJ?ACTOR: - Applicant - ST. LIC. OWNER: 11?? A HOMES INC 16886342 0003165 MENDOTA HOMES 22 MONET CT P.O. BOX 416 FOREST LAKE MN 55025 FOREST LAKE MN 55025 4612) 688-6342 (612)688-6342 Es4 )tlrebyy`ar'kndwlddge that I have-road this a#Lplacatiarr and state that tyre 'ar, tion is oo'rrect and!. ag3 ee to comply with all,app,1'cable State Of Mrt; ` . Stat0tOe arrd pity 'of Eagan,. Ordlnarrces= ?J(KA4- APPLICANT/PERMITEE SIGNATURE SUED BY. SIGNATURE 1998 BUILDING PERMIT APPLICATION (RESIDENTIAL) 1 G', 3830PHOTKNOB RD 68122 ?_3 7 New Construction Requirements ? 3 registered site surveys ? 2 copies of plans (include beam & window saes; poured fnd. design; etc.) ? 1 energy calculations ? 3 copies of tree preservation plan It lot platted after 7/1193 required: _ Yes No DATE: re t _ 14 - ? 73 DESCRIPTION OF W STREET ADDRESS: RemodelfReoair Requirements S ' 0 l-4 L ? 2 copies of plan C_„ p LL41 q - 1 ? 2 site surveys (exterior additions & decks) ? 1 energy calculations for heated additions CONSTRUCTION COST ?J'=l CPO LOT: I BLOCK: I SUBD./P.I.D. # 1?t itit?k, tV S S md Name -k"o-k, 5,,, i kc . Phone #: bP?- W4 Z PROPERTY Last First OWNER Street Address: ,(??,., ?y? * r r 1 ? 't1 ?s city 17V1 ' °?'1?' (gy c' State:-" Zip: Company: I/Il{rl?LfA ALAS INC. Phone#: &Q -V3*,- CTOR CONTRA Street Address: ITI) / ` 1I I? , 1 License # city l/f ?GC? State: [/lam Zip: a?"26? ARCHITECT/ ,,'_ / /? ENGINEER Company: dh.? A d K?- Phone* [T 5 ?(Od z) Name: Registration #: t Street Address: n w-t-, Z )v C ve, City 7 /?l (DtOIU-./ State: MAJ Zip?? Z3 Sewer & water lio and lot change is I hereby acknowled State of Minnesota Penalty applies when address chang state that the ilffonnation onV and agree to comply with all applicabl of Applicant: OFFICE USE ONLY Certificates of Survey Received _ Yes No Tree Preservation Plan Received Yes No Not Required BUILDING PERMIT TYPE ? 01 Foundation e06 Duplex ? 02 SF Dwelling ? 07 4-plex ? 03 SF Addition ? 08 8-plex ? 04 SF Porch ? 09 12-plex ? 05 SF Misc. ? 10 = plex WORK TYPE K 31 New ? 32 Addition ? 33 Alterations ? 34 Repair GENERAL INFORMATION OFFICE USE ONLY ? 11 Apt./Lodging ? ? 12 Multi Repair/Rem. ? ? 13 Garage/Accessory ? ? 14 Fireplace ? ? 15 Deck ? 36 Move ? 37 Demolition 16 Basement Finish 17 Swim Pool 20 Public Facility 21 Miscellaneous Const. (Actual) ?IL) Basement sq. ft. VV 'g MC/WS System (Allowable) ? N Main level sq. ft. tC- 4f Er. City Water Y UBC Occupancy R3•u2 sq. ft. ? M Fire Sprinklered Zoning sq. ft. PRV # of Stories sq. ft. Booster Pump _ Length a sq. ft. Census Code. JO 3 Depth 545 Footprint sq. ft. /27V SAC Code 0-2- Census Bldg I - Census Unit T APPROVALS Planning Building -F Engineering Variance Permit Fee Valuation: s 7!!Z, 5'Al Surcharge Plan Review (3 45e- Al e- License MC/WS SAC 2 N X 36 - ?l City SAC !I X 2 N Water Conn. $ 6 `or y 2 S = '7-j ;100 Water Meter UPPrR Acct. Deposit S/W Permit Z y X3G 66 ?! , S/W Surcharge 11S-2- i Treatment Pl. egg ; Park Ded. Trails Ded. 3 76 J l? Other /2x2$= 33G ? Copies ??? y'zy Total: % SAC SAC Units k?:kX<X<RoKX?w,X<1k?:X?FSk?cRc??;?k?x?%YF ?:?:?kk?MX«C?:khtik?Xt?:?k? CITY OF EAGAN CASHIER: S TERMINAL. NO: 887 DATE: 09/25/98 TIME: 1.6:00,.43 ID: NAME". MENDOTA HOMES INC 2256 9001. 3684 ROBIN LN 5.31.6.46 2256 9001. 3682 ROBIN L.N 5,046.!5 Total Receipt Amount". 1.07362.61 CRO97?6? (USER T.D. NANCY PERMIT CITY OF EAGAN 3830 Pilot Knob Road -Eagan, Minnesota 55122-1897 (612) 681-4675 PERMIT TYPE: BUILDING Permit Number: 0 3 3 4 7 2 Date Issued: 09 /25 /98 SITE ADDRESS: 3684 ROBIN LANE LOT: 2 BLOCK: 1 BLACKHAWK ACRES 5TH DESCRIPTION: Bua'id%ntl Permit Type 8.Wailding Work Type U"BC Occupancy'.,. /'Construction Ty'p,e Zoning Building Length r Building Width Building stories Snipare Feet DUPLEX NEW R-3,U-1 V14 R-3 1 1 624 28 58 Ce¢n5''r Code. -3 103 2 - FAMILY m j +( q{.. REM?PA :REVIEWED BY WAYNE MILLER. S & W IS VALLEY PLUMBING PHONE# 492-2121. PRV REQUIRED. FEE SUMMARY: VALUATION $100,000 Base Fee Plan Review Surcharge SAC SAC SAC Units Subtotal hTEND DYAACH 0 7 + 1 I N C 822 MONET CT FOREST LAKE MN (612) 688-6342 $887.25 $576.71 $50.00 $1,000.00 100 $2,513.96 CITY SAC WAC S/W PERMIT S/W SURCHARGE TREATMENT PL. Total Fee - Applicant - ST. LIC 16886342 0003165 55025 OWNER: MENDOTA HOMES P.0 FOREST LAKE (612)688-6342 BOX 416 MN 55025 I,hereby acknowledge that I have read this information is correct and agree to comply Statutes and City of Eagan Ordinances. L VA ???Ua ?PP,PPLICANT/PERMITEE I NA RE $200.00 $1,614.00 $100.00 $.50 .__$888.00 $5,316.46 application and state that the with all applicable State of Mn, ED BY.. SIGNATURE I 1998 BUILDING PERMIT APPLICATION (RESIDENTIAL) CITY OF EAGAN 3830 PH= KNOB RD - 55122 31 (o_ t4 LL &4e Men' 681.4675 -U New Construction Requirements RemodeVReoair Requirements q _ a-? ? 3 registered site surveys ? 2 copies of plan ? 2 copies of plans (incude beam & window saes; poured fnd. design: etc.) ? 2 site surveys (exterior additions & decks) ? 1 energy calculations ? 1 energy calculations for heated additions ? 3 copies of tree preservation plan if lot platted after 7/1/93 required: _ Yes _ No DATE: T I" CO CONSTRUCTION COST; 95 , DDL DESCRIPTION OF W STREET ADDRESS: LOT: BLOCK: SUBD./P.I.D. #:Q LKVII? SQ?• Name:' "`-uJ" 1 "t- TTY Kx_S 'dot G . Phone #: 090 ^ fen Y'2 PROPERTY Last -I^First OWNER Street Address: boy q/0 ? " ? ? ) ???ZS City ??(? (/Q State: k "" Zip: -y? Company: yVt. e4t 6 T.t_ h Iy 4 p S, Al C . Phone #: 6o 9 9 - W VZ? CONTRACTOR ?} //?? , (0 ?/ Street Address: ?TyU •?,,,, ? ?I (C/ License City y y t rpw I (a ke- State: // Zip: ARCHITECT/ !/ ENGINEER Company: d ylQ Q (?ni Name: Street city bagk=' State: n Sewer & water licensed plumber (new construction only): T 11, and lot change is requested once permit is issued. lai 1 hereby acknowledge that 1 have read this application and sfate that the in State of, agar Ordinances. IM93 -OW 1-1-11M Signature of Applicant _ UL I'A kAFFICAill, ONLY Certificatbs of Suniev"Received I Yes No Tree Preservation Plan Received Yes No Not Phone #: 4?5-(") (pDD Registration #: Zip: 55 12-E ? Penalty applies when address chang agree to comply with all applicabl Required OFFICE USE ONLY BUILDING PERMIT TYPE ? 01 Foundation 1? 06 Duplex ? 02 SF Dwelling ? 07 4-plex ? 03 SF Addition ? 08 8-plex ? 04 SF Porch ? 09 12-plex ? 05 SF Misc. ? 10 _-plex WORK TYPE Id 31 New ? 32 Addition ? 33 Alterations ? 34 Repair GENERAL INFORMATION Const. (Actual) (Allowable) UBC Occupancy Zoning # of Stc..^:es Length Depth ? 11 Apt./Lodging ? ? 12 Multi Repair/Rem. ? ? 13 Garage/Accessory ? ? 14 Fireplace ? ? 15 Deck ? 36 Move ? 37 Demolition V it) Basement sq. ft. VA.,; Main level sq. ft. VRA sq. ft, sq. ft. sq. ft. 2 sq. ft. Footprint sq. ft. APPROVALS Planning Building 6AF L 16 Basement Finish 17 Swim Pool 20 Public Facility 21 Miscellaneous 16 Yt4 MCM/S System y 1,-34757 City Water Ill 1-1' 2 Fire Sprinklered PRV Booster Pump Census Code. ) 03 / A1:2 SAC Code 1122 Census Bldg I Census Unit / Engineering Variance Permit Fee Valuation: $ 96 b 1-14 Surcharge Plan Review License Ba fc Al r?r1 ?i MCIWS SAC li x 36 City SAC Water Conn. 6 X 6 = 3? Water Meter /DHH 2,b Acct. Deposit ?/?PGs? S/W Permit S/W Surcharge 2,45 X136 Treatment PI. 6 >< 6 = C. Park Ded. 2 " X 5 = ! 12 5 !?-6 e(,jr y Trails Ded. / py`S 2 h X 5?-' , r f , Other Copies Total: 2?`?C 2NX S rl,zs % SAC ?I7 't,75? X / 6 ' ? r?L SAC Units yO) b`l( LOT SURVEY CHECKLIST FOR RESIDENTIAL BUILDING PERMIT APPLICATION/ n a z q?? P?? 53 ? 2-- 0 ? ? PROPERTY LEGAL: DATE OF SURVEY: LATEST REVISION: t? u G sT1 a P'--? ? L3--,[] /? DOCUMENT STANDARDS Registered Land Surveyor signature and company Building Permit Applicant Legaldescription Address North arrow and scale House type (rambler, walkout, split w/o, split entry, lookout, etc.) Directional drainage arrows with slope/gradient % Proposed/existing sewer and water services & invert elevation Street name Driveway s ? jc ? e4arc . ELEVATIONS ExAstin9 Sewer service (or Proposed) Property corners Top of curb at the driveway Elevations of any existing adjacent homes ro osed 0--? ? ? • Garage floor M?--? ? First floor , ? ? r Lowest exposed elevation (walkout/window) / 2 ? ? • Property corners la-'o ? • Front and rear of home at the foundation PONDING AREA Cif applicable) 0?'13 ? • Easement line EY-- ? ? • NWL L9? ? ? • HWL ? a? 13 Pond # designation / 11 l ? • Emergency Overflow Elevation DIMENSIONS Cg ? ? • Lot lines/Bearings & dimensions P?'? ? Right-of-way and street width (to back of curb) G? ? • Proposed home dimensions including any proposed decks, overhangs greater than 2', porches, etc. (.e. all structures requiring permanent footings) a--[] ? • Show all easements of record and any City utilities within those easements m?? e / • Setbacks of proposed structure and sideyar tback of adjacent existing structures ? [y ? • Retaining wall requiremen??? Reviewed: January 1998 CRAIGIQMLDGPRWrFM Fire Rating Construction Details Building Insulation Assemblies Sound Rating Thickness & Weight Fire Rating 1 hr.' Fire Test WHI0256 x 4 STS 3> Materials 2 x 4 wood studs 16 O.C: { 2 Wood Stud x4woFiber G ` 3Yz", R-1 55 Fiber Glass Batts Partition /,"regular gypsum wallboard ; a g 3'/," R-15 CerlainTeed Fiber Glass Bahl 1. See National Evaluation Report No. NER-149 2. Based on National Research Council of Canada, : s 2x4 - Building Research Note No. 66 Test #2.12. 'h. Regular 3: The STC Rating of 37 can also be obtained with V Thickness = 4y:" ( Gypsum Wallboard R-11 Sound Control Batts and InsuiSafe III. " Approx. Weight = 5 psf J r Fire Rating 1 hr.a STC 502 ` Sound Test WHI ST-2 Wood Stud Materials 2 x 4 wood studs 16" o c , .2 x 4 wood plates p f1Pi S?'?Pnt 3'h",R-11 Sound Control Batts . Resilient channel one side Resilien Channel '/e" type "X" gypsum wallboard " Furring Partition Channel * 3'h" R-11 CertainTeed Fiber Glass Sound Control Batts 2x4 Y." TYPe..x.. GYPsum wallboard 1.Based on Gypsum Assoction Test, File No. WP 3230. Thickness 544" psum Wallboard 2. See National Evaluation Report No. NER-149. h ( ; Approx Weight 6 psf F 0le S trip r . Fire Rating . 1 hr.' 3 STC 461 Materials 2 x 4 wood studs 16" o.c. Z X /1 4 n 2 x 4 wood plates 31h", R-11 Sound Control Batts Wood Stud Base layer N" and face layer y " I m wallboard Partition TV R-11 CertainTee Fiber Glass Sound Control Batts 2 Thickness = 5114" Approx. Weight = 8 psf z regu at gypsu each side i 1. Based on Gypsum Association Test, File No. WP 3350. .r MNcheck COMPLIANCE REPORT Minnesota Energy Code MNcheck Software Version 2.0 Minnesota Department of Public Service 1-612-296-5175 1-800-657-3710 COUNTY: Dakota STATE: Minnesota ZONE: 2 CONSTRUCTION TYPE: DATE: 7-2-1998 DATE OF PLANS: TITLE: COMPLIANCE: PASSES Required UA = 351 Your Home = 216 Multi-Family Permit # Checked by/Date Area or Insul Sheath Glazing/Door Perimeter R-Value R-Value U-Value UA ------------------------------------------- CEILINGS: Raised Truss 1044 WALLS: Wood Frame, 16" O.C. 1708 GLAZING: Windows or Doors 162 GLAZING: Windows or Doors 81 DOORS 47 BSMT: 4.0' ht/4.0' bg/4.0' insul. 432 ------------------------------------------- ------------------------------ 44.0 0.0 23 19.0 0.7 94 0.280 45 0.300 24 0.130 6 13.0 24 ------------------------------ COMPLIANCE STATEMENT: The proposed building design represented in these documents is consistent with the building plans, specifications, and other calculations submitted with the pe i application. The proposed building has been designed to pept the req r nt of the Minnesota Energy Coc)e 7z?y? Builder/Designer Date ?1?E? A I. t3 D_ NEW HOME FIELD INSPECTION ENERGY CHECKLIST _..,,.. "_x.._.._ (CATEGORY 2) FOUNDATION: [ ] Exterior foundation wall insulation installed: R- [ ] Slab-on-grade insulation installed: R- [ ] Ducts in slabs have R-5 insulation bottom and sides PENETRATIONS: [ ] Window and door frames sealed [ ] Framed wall openings into attic sealed [ 7 Other joints in wall sealed [ ] Dropped ceiling air-blocked [ ] Plumbing penetrations sealed [ ] Exterior walls behind tub and shower sealed [ ] Plumbing vent stack sealed [ ] Chimney flues sealed at ceiling [ ] Perimeters of all grills and registers sealed to vapor barrier [ ] Electrical service sealed [ ] Recessed light fixtures sealed [ ] wire penetrations into attic sealed ( ] Telephone, cable TV penetrations sealed ( ] Fans sealed where vapor barrier penetrated (CATEGORY 1) [ ] Foundation rim joist sealed airtight [ ] Upper story band joists sealed airtight [ ] Ceiling poly sealed to top of interior partition walls [ ] Electrical boxes sealed to vapor barrier [ ] Fan housings air sealed NEW HOME FIELD INSPECTION ENERGY CHECKLIST PAGE 2 INSULATION: 4UM REQUIREMENTS (CATEGORY 2) [ ] vapor barrier installed [ ] Interior foundation wall: ( ) Vapor barrier installed ( ) Insulation installed: R- ( ) Moisture barrier installed [ ] Attic insulation installed: R- [ ] Attic card posted with proof of bags installed [ ] Floor insulation installed: R- [ ] wall insulation installed: ( )R-19 ( )R-21 ( ) R- WIND WASH BARRIERS: [ ] Wind wash barrier installed at attic edge [ 1 Overhangs (cantilevered floors and bay windows)have wind wash barriers MECHANICAL: [ ] Ducts running outside conditioned space sealed and insulated with minimum of R-8 [ ] Returns in same space as furnace sealed [ ] Ducts in unheated spaces [ ] Water heater has pipe insulation or heat traps installed [ ] Furnace AFUE: [ ] Central Air SEER: (CATEGORY 1) [ ] All exterior joints in building envelope sealed [ ] Residential mechanical ventilation system installed (Mandatory if one or more item in this column is checked) ----NOTES TO FIELD (Building Department Use Only) ------------------------- CITY USE ONLY LOT BL RECEIPT #: /a.?& 9 9 SUBD. 4;A/Mo GO RECEIPT DATE: &919 9 1999 M£CHMICAL P£RMIT (RUID£NTIAL) CITY OF EAHAN 3830 PILOT KNOB RD EAGAN RN 55122 (651) 681-4675 Date: Complete this section only if you are installing HVAC in single family, townhomes or condos under construction and not owner /occupied • HVAC: 0-100 M B T U $ 30.00 ADDITIONAL 50 M BTU 6.00 3 OG • Gas outlets (minimum of one required C $3.00 ea.) ?p. • State Surcharge: .50 • TOTAL: .-37- -5-0 Complete this section only if you are remodeling, adding to, or repairing existing single family dwellings, townhomes, or condos. Please indicate if it is a new item, replacement item, or repair. New - Replacement Furnace Air exchanger, i.e. Vanee system, etc. Reminder. Call 681-4675 for inspections. - Repair - Other Air conditioning Other $ 30.00 State Surcharge: .50 Total: $30.50 SITE ADDRESS: . 3 ? OWNER NAME: PHONE #: U ?U - Z/36/y INSTALLER NAME: ( PHONE #: fr STREET ADDRESS: CITY: _ Y , // _ STATE: t? IP: sjto7 SIGNATURE OF PERMITTEE 1S,FORMS BLD;MECH PERMIT (RES) - 1999 CITY USE ONLY L BL _ SUED. APPROVED BY: INSPECTOR RECEIPT #: _ RECEIPT DATE: 1999 MECHANICAL PERMIT (COMMERCIAL) CITY OF EAGAN 3830 PILOT KNOB RD EAGAN, MN 55122 (651) 681-4675 Please complete for: all commercial/industrial buildings multi-family buildings when separate permits are not required for each dwelling unit DATE: CONTRACT PRICE: WORK TYPE: NEW CONSTRUCTION INTERIOR IMPROVEMENT DESCRIPTION OF WORK: FEES: 1% of contract price OR 530.00 minimum fee, whichever is greater. Processed piping - $30700 CONTRACT PRICE x 1% PROCESSED PIPING PERMIT FEE STATESURCHARGE TOTAL SITE ADDRESS: ($.50 per $1,000 of nemut fee due on all permits.) OWNER NAME: TENANT NAME (IMPROVEMENTS ONLY): INSTALLER: PHONE #: ADDRESS: PHONE #: CITY: STATE: ZIP: SIGNATURE OF PERMITTEE ' CITY USE ONLY LOT d- BL L_ RECEIPT #: /Uo2lo 9 9 SUBD. (2 ? c' 6 RECEIPT DATE: ??z 9/I 9 1999 MECHANICAL PERMIT (RESIDENTIAL) CITY OF EAGAN 3630 PILOT KNOB RD G EAGAN MN 551 EL (651) 661-4675 Dat : ( l Complete this section only if you are installing HVAC in single family, townhomes or condos under construction and not owner /occupied • HVAC: 0-100 M B T U ADDITIONAL 50 M BTU •' Gas outlets (minimum of one required @ $3.00 ea.) •, State Surcharge: • TOTAL: $ 30.00 6.00 /Y 51 fe0 .50 Complete this section only if you are remodeling, adding to, or repairing existing single family dwellings, townhomes, or condos. Please indicate if it is a new item, replacement item, or repair. New - Replacement - Repair Furnace Air exchanger, i.e. Vanee system, etc. Reminder: Call 681-4675 jar inspections. SITE ADDRESS: __? (n 9 OWNER NAME: INSTALLER NAME: (e. . STREET ADDRESS: CITY: Other Air conditioning Other $ 30.00 State Surcharge: .50 Total: $30.50 PHONE #: 0 ' KK W y PHONE #: w(X/bl STATE: ZIP: SSe') SIGNATURE OF PERMITTEE 1S.FORMS BLD.NtECH PERWT (RES)- 1999 L BL _ SUED. APPROVED BY: INSPECTOR RECEIPT #: RECEIPT DATE: 1999 MECHANICAL PERMIT (COMMERCIAL) CITY OF EAGAN 3830 PILOT KNOB RD EAGAN, MN 55122 (651)6$1-4675 Please complete for: all commercial/industrial buildings multi-family buildings when separate permits are not required for each dwelling unit DATE: CONTRACT PRICE: WORK TYPE: NEW CONSTRUCTION INTERIOR IMPROVEMENT DESCRIPTION OF WORK: FEES: 1% of contract price OR $30.00 minimum fee, whichever is greater. Processed piping - $30.00 CONTRACT PRICE x 1% PROCESSED PIPING PERMIT FEE STATESURCHARGE TOTAL SITE ADDRESS: ($.50 per $1,000 of permit fee due on all pemtits.) OWNER NAME: PHONE #: TENANT NAME (IMPROVEMENTS ONLY): INSTALLER: ADDRESS: PHONE #: CITY: STATE: ZIP: CITY USE ONLY SIGNATURE OF PERMITTEE CITY USE ONLY nn L ?7/1 B(0L? RECEIPT#: SUBD. (;,?5Qn 'LA& 4 amd 5`?" RECEIPT DATE: 8 7 0 1999 PLumBiNH PERMIT WSIDm AL) CITY of EAGAN S$SO PILOT KNOB RD EAGAN, MN 55122 (651) 6$1-4675 Please complete for: ? single family dwellings ? townhomes and condos when permits are required for each unit backflow preventer for underground sprinkler system --' _- -- _ - --- - --'-°-- ' FIXTURES -------- EACH ---------° # TOTAL Shower 3.00 x = Water Closet 3.00 x _ Bath Tub 3.00 x Lavatory 3.00 x- Kitchen Sink 3.00 x Laundry Tray 3.00 x_ = 3 Hot Tub/Spa 3.00 x = Water Heater 3.00 x Floor Drain 3.00 x I = ? Gas Piping Outlet * minimum - 1 3.00 x 1 = 3°s" Rough Openings 1.50 x = Water Softener for dwellings under construction 5-00 x = Water Softener for existing dwelling 30.00 x = U.G. Sprinkler ' for dwelling under const. 3.00 = U.G. Sprinkler for existing dwelling 30.00 Alterations " to existing residence 30.00 = Water Turn Around 30.00 Private Disposal System MPC lie. 75.00 = (new and refurbished systems) Private Disposal Systems Abandonment 30.00 = RPZ (new installation/repair) 30.00 = STATE SURCHARGE .50 Reminder: Call 681.4675 for inspections of water heaters, water softeners, alterations, etc. 335 TOTAL I hereby adcnowiedge that I have read this application, state that the information is correct, and agree to comply with all applicable City of Fagan ordinances. It is the applicant's responsibility to notify the property owner that the City of Fagan assumes no liability for any damages caused by the City during its normal operational and maintenance activities to the facilities constructed under this permit within City property/right-of-way/easement. SITE ADDRESS: 056Z? OWNER NAME: lx'? l! INSTALLERNAME: ?rS?rr Ply?,/j?%L TELEPHONE#: 6?a'`?76Po STREETADDRESS: CITY: o?/X'01/C'- STATE: ZIP:' SS'3a5" SIGNATURE OF PERMITTEE CD/PERMIT FORMS/RPLBG PERMIT (RES) - 1999 CITY USE ONLY `/ L BL RECEIPT#: V(l & SUED. 1"U4 RECEIPT DATE: 9 / 9 1999 PLumBiNe PERMIT (REsawNriAL) CITY OF EAaAN 3$30 PILOT KNOB RD EAGM, MN 55122 (651)6$1-4675 Please complete for: ? single family dwellings ? townhomes and condos when permits are required for each unit ? backflow, preventer for underground sprinkler system ------------- -- ----------------- FIXTURES --°- - ----- EACH - ------------ # TOTAL Shower- 3.00 x = Water Closet 3.00 x Bath Tub 3.00 x = Lavatory 3.00 x _ ee- Kitchen Sink 3.00 x Laundry Tray 3.00 x Hot Tub/Spa 3.00 x = Water Heater 3.00 x Floor Drain 3.00 x _ Gas Piping Outlet ' minimum - 1 3.00 x = •% Rough Openings 1.50 x = Water Softener for dwellings under construction 5.00 x = Water Softener for existing dwelling 30.00 x = U.G. Sprinkler ' for dwelling underconst. 3.00 U.G. Sprinkler " for existing dwelling 30.00 = Alterations to existing residence 30.00 = Water Turn Around 30.00 = Private Disposal System MPC lic. 75.00 = (new and refurbished systems) Private Disposal Systems Abandonment 30.00 = RPZ (new installation/repair) 30.00 = STATE SURCHARGE .50 Reminder. Call 681-0675 for inspections of water heaters, water softeners, alterations, etc. 3 3 TOTAL --her -e-by cknowle - a---- ----- d -- ge-that---I- h---ave---re- -ad-this ---- a--pp--lic-a-ti- -, on- s---tat-e- th-a-t -- - the-infom-- m-w ti-o- n- is' -corr---e-ct--, -and, --a-p-p-lica--ble---City- - ofE------agan- ------s- I ordinance. It is the applicants responsibility to notify the property owner that the City of Eagan assumes no liability for any damages caused by the City during its normal operational and maintenance activities to the facilities constructed under this permit within City property/dghtof-way/easement. SITE ADDRESS: Z. / OWNER NAME: INSTALLER NAME: 4wi- o" TELEPHONE #: ??a ^`?a ? 7Gdo STREET?AJDDRESS: ;;Z-55r CITY: XllG/yi l- STATE: /r? ZIP: 5? 3a ? SIGNATURE OF PERMITTEE CD/PERMIT FORMS/RPLBG PERMIT (RES) - 1999 d 203 LITTLE CANADA ROAD SUITE 280 SAINT PAUL OTA TEL: 651-490-9266 TEL: FAX: 651-490-9255 /PROFESSIONAL ENGINEERING CONSULTANTS INCORPORATED REPORTED #F ? )(,III) Klein Mendota Homes, Inc. P O 11os 41U Forest Lake, MN 55025 PROJECT . Piling..lnspectlorr 3682=3684 Robin Lane Eagan, Minnesota November- 15, 1998 DATE : PEC #4077 INTRODUCTION This report concerns our full-time inspection of piling placement for the foundation system of a twin home in Eagan, Minnesota. Previous reports by PEC (#4046, dated October 20, 1998) and Allied Test Drilling Company (#98091, dated October 12, 1998), provide information concerning the existing soil system at, the property and recommendations for a deep foundation system to support the proposed twin home construction. Our firm was authorized by Mr. John Klein of Mendota Homes, Inc., to provide pile placement inspection services and supervision of the piling foundation system. OBSERVATIONS During the period of November 11 and 12, 1998, we were on-site to witness and record the installation of the piling system for the structure. We had previously indicated that timber piling would probably be the most economical system for the site. However, the piling contractor made steel pipe piles available at a competitive cost for use at the property. We did riot increase the target pile capacity of 25 tons (with a safety factor of at least 2.0) for the pile system, because longer working spans for reinforced concrete grade beams with conventional reinforcing and 4000 psi concrete are not efficient with higher capacity piles. working load of 25 tons per pile was used for the s>stem. This allows for approxima tely 7 tons of negative drag from the upper soil system and 18 tons of loading from the structure. This negative loading was not reduced, despite the fact that, the steel pipe piling have a smaller contact. perimeter than the treated timber members. The piling layout had been provided for the c:ontr,actol' and is identified in the attached Sketch #1. This sketch also identifies the order of the piling installation at the site. It should be noted that two piles were added to Lhe rear of the Luilding to accommodate deck posts for the west unit of tha r,trucl.ure. These two piling were assigned a 15 ton working capacity to acknowledge the lighter deck total loadings. Page Two Two steel. pipe pile types were driven at the site, All had a working diameter of 8 5/8". Twenty of the piling were thin wall type (approximately 0.25" wall) and twenty were thick wall type (approximately 0.32" wall). All piling had a 1" steel plate fully welded driving boot. Any splices were also full butt weld, observed as sound for driving and load. The thin wall piling required a concrete fill of minimum 2000 psi 28-day compressive strength. The thick wall pile did not require filling but did receive a medium gauge steel friction cap. The piling locations were laid out by the general contractor. Piling were placed and driven by the piling contractor, Atlas Foundation Company of Rogers, Minnesota. All piling were driven with a Link Belt 440 diesel pile hammer. This is a double acting closed top hammer with a manufacturer's operating energy of 18,200 ft-lbs. at maximum efficiency. The hammer was observed to be in very good working order. No bounce chamber was provided at the site, but we estimated the hammer to be working at near top efficiency of at least 17,000 ft-lbs. energy. Normally, a pipe rile is considered a friction deep foundation element with tip capacity and lower pile friction capacity. These capacities are added to support higher pile region frictional drag from the compressible soil system, together with the structural loadings delivered by the structure. Using the modified Engineering News Record Formula for Dynamic Driving Resistance and a hammer energy of 17,000 ft-.lb., a 25 ton pile safe rating (safety factor equals 6.0), we determined that a driving penetration resistance of at least. 20 blows per foot would be required. It has been our experience that water-laden silty sands tend to lubricate the pile during driving. Therefore, we advise the contractor that some retapping of the piling would be required in order to more accurately assess fit].]. penetration resistance of the members. This was done on three of the pile members. Further, we determined that sustained driving resistance of 16 to 17 blows per foot effectively rolled the top of the thinner pipe pile. Therefore this was used as an uppar limit, for avoiding structural damage. Piles #1, 2, and 17, were used to evaluate penetration resistance by retapping. These piling indicated that a working sustained resistance in the range of 8 to 10 blows per foot was sufficient for a safe 25 ton loading in the bearing stratum. The attached driving .logs indicar,e the working resistance of the individual pile members. Tn the upper region driving, the weight of the pile and hammer provided advineement for the pile into the soil system. At mid-region, the pile resistance from driving was not sufficient to provide a meaningful blow count against operating efficiency. In most cases, the per,etrat.ion resistance recorded was at full hammer efficiency under dynamic conditions. Page Three CONCLUSIONS AND RECOMMENDATIONS Based on our observations and engineering experience, we have formulated the following: 1. It is our opinion that all building piling have been placed to a safe working capacity of 25 tons, using a safety factor of at least 2.0 for the pile members. 2. The thin walled piling have been filled with concrete to pile cut-off elevation to be in conformance to conventional standards for deep foundation elements. 3. The two rear piling have been placed to a safe working capacity of 15 tons. Site conditions did not permit piling placement for the two deck piers of the east twin home. For those two deck piers, we recommend at least 60" penetration into the existing soil system with a foundation pier and the placement of nn adjusting screw jack at the deck pier base or top. Such adjusting jacks are advantageous for independent foundation piers in frost susceptible soil systems. 4. The piling have been placed in a vertical orientation. However, it :is very common with varying resistance in the soil system to have piling walk slightly in one direction or another during the driving procedure. Therefore, the following recommendations should be strictly followed in order to assure full capacity of the grade beam and pile system: a. The design grade beam width of 18" must be spread sufficiently on one side or the other of each individual pile sur.h that each pile has a minimum 3" and preferably 4" side rover of concrete. It is often the case that grade beam widths will vary considerably along the perimeter of a structure to accommodate pile embedment. b. The pile must have a 4" vertical embedment in the grade henm. 't'his means that if one pile here or there was cut off slightly lower or ended slightly lower then design cut:-off elevation, the bottom of the grade beam must dip down to accommodate a 4" vertical embedment. c. At least two of the lower bars of reinforcement must pass over each pile top. This means that if a pile is wa y out of al i ?;nnient such that only one of the standard lower rebars lasses over the pile, then another fifth rebar must be added (at l east 8' length) to pass two bars over the pile top. This extra bar should fall within at least twn stirrups. Paev Four d. The ors+dn beam concrete must be 1000 psi compressive ,Lrength and verified by concrete cylinders or else later field we ifi.cation of concrete strength by an engineer :mist, t- performed. PROFESSIONAL F_.NCINFER.ING CONSULTANTS, INC. ANSI- B?inii R. Dobie, F.E. Fre,ident BPD/ F ;n c:_: Mr. B"d St.annaid Atlas Foondotion Company Eagan Building Inspection Dept.. SKETCH #1 19 •0 -7 INDIVIDUAL PILE IDENTIFICATION AND LOCATIONS 3682-3684 ROBIN LANE EAGAN, MINNESOTA d2}. V?D >t7 lU - 9 A7 n8 #Z tt Z c 0ZC- /RI14' CSN I IINA L EMJ]I: I. MINI: I'IINSI I I%% I S 03 I"+ q.?. X31 X32. h . I e rIr. 46 -8 4- 3,-,i, lv? -5 I ¢5-S SKETCH #2 DEPTH OF PILING BELOW CUT-OFF ELEVATION NORTH CUT-OFF ELEVATION EQUALS 805.84' SOUTH CUT-OFF ELEVATION EQUALS 813.14' 3682-3684 ROBIN LANE EAGAN, MINNESOTA - 35-z ¢5-5 ? Viz' 6" 38=10 43 RZ, ' 4-5L7. 46 47' 3" I, ? r ? ?e •n. ru.V I , ,.rr •i! ..n rl. rr /KIIFF.SSIf)NAl. CNCINI.1I4 INC CONSULTANTS I rv l''. lll.e I ED 3'7 39' 3? -?o 3???II 38=1 4-a 3" \ 38'•- 4" / f. nn I6" 30 38- 3&'-'3 11 31? 5" 38'- 3„ i 3'- L" iG? - C: 4c=;., J PROFESSIONAL ENGINEERING CONSULTANTS, INC. 203 LITTLE CANADA ROAD, SUITE 280 - ST. PAUL, MN. 55117 PILE FOUNDATION SYSTEM 3682-3684 ROBIN LANE EAGAN, MINNESOTA Depthii_FL 0-1 1-2 2-3 3-4 4-5 _ 5-6 _- 6-7 _ 7-8 8-9 _ 9-10 10-11 I1-12 12-13 13-14 14-15 _ 15-16 16-17 17-18 18-19 19-20 _ 20-21 21-22 22-23 23-24 24-25 25-26 26-27 _ 27-28 _ 28-29 29-30 Blows nei th, Ft, 30-31 31-32 32-33 blows 33-34 13 - -- 34-35 16 -- 35-36 11 ---- 36-37 10 37-38 14 38-39 per 1/2" 39-40 40-41 41-42 42-43 43-44 44-45 45-46 46-47 47-48 48-49 49-50 50-51 51-52 52-53 53-54 54-55 55-56 56-57 57-58 58-59 59-60 PEC #4077 PILE NUNDER: Pll.li LOCAT10N: 18' S of NE Carnes GEF4 F:ItA1, IN1?QItMA'f1UT1; Type of Pile St?eJ.__Pi _F (.25 DiameLer 8-5/8 `type of If ammer _Link- Belt. A40 Energy halt. i ng 11-1L 98__ Dale Driven 1L-12-98 Concrete Date Poured ELEVATItrNS: G I' itle Top Pile Cap Cut:-Off -805.84! _ Ti p PILF W"Wiltl: Below Cut-Off 38'-1 '__._.....__. _ FINAL PENETRATION: (blows/inch) In p-xJnC1]_. lL0_AD_..CAPAClTY Planned 25 Ton Calculated Over AO Tons REMARKS: Retapped.4_hrs_lat_er_a_t_5_bJ_ows--_- _per 112... -- 7 - PROFESSIONAL ENGINEERING CONSULTANTS, INC. 203 LITTLE CANADA ROAD, SUITE 280 - ST. PAUL, MN. 55117 PILE FOUNDATION SYSTEM 3682-3684 ROBIN LANE EAGAN, MINNESOTA Depth.-Ft j1]Ows 0-1 - - -- 1-2 2-3 3-4 4-5 5-6 6-7 7-8 8-9 9-10 10-11 11-12 12-13 13-14 14-15 15-16 16-17 17-18 I8-19 19-20 20-21 21-22 22-23 23-24 24-25 25-26 26-27 27-28 28-29 29-30 Deptls_Ft._ lows 3 0 - 3 I - --- 31-32 8 32-33 8 33-34 Z-- - 34-35 9--.__-- 3 5 - 3 6 -- _ 36-37 37-38 -- _ 38-39 ? 39-40 40-41 41-42 42-43 43-44 44-45 45-46 46-47 -- 4 47-48 5 48-49 _ 6 _ 49-50 6 _ 50-51 _ 6 _ 51-52 -- 5 _ 52-53 6 53-54 ---- 5 _ 54-55 --- 6 _ 55-56 6 56-57 _ 5 -- - 57-58 -- -- 6 58-59 -- -6 ---- _ 59-60 PEC #4077 1111,17: HI1MBER: PILE LncATION: 27' S of NE Corn?r (iENf-AtAl, INFORMATION; Ty Pe , I' i, i l ,. ___Steel_ Pipe (.25") Diawel.el 8 5/8" Type of lfamme:r__Lirlk_Belt 440 Energy Hating _18,200_ft-1b Date Driven Dale 11(ared __J].=1279$ Concrete ELEVATIONS: Grade 1,01) Pile Cap Cut-Of1* 805_84 Tip PILE. LENGTH: Below Cut-Off 7A _yn _ _ FINAL.PENETRATION: (blows/inc}r) S_T r ?n h _------ LOAD-CAPACITY Planned -- Calculated euer??tons REPIA111fS : lie-tapped-4-hss..-later --a.t 5-blows per 1" PROFESSIONAL ENGINEERING CONSULTANTS, INC. 203 LITTLE CANADA ROAD, SUITE 280 - ST. PAUL, MN. 55117 PILE FOUNDATION SYSTEM 3682-3684 ROBIN LANE EAGAN, MINNESOTA PEC W77 Depth,-F-t Blows Degt Ft_ Blows PILE NUMBER: 0-1 90-31 14PILL. LOCATION: 361 S of NE Corner 1-2 31-32 LiENFkAL 1N1!ORHATTUN; 2-3 32-33 Type ()I' l'ile Steel pipe (.2511) 3-4 -- -- 33-39 Diameter 8_5/8" 4-5 34-35 'Type of Ifammer_--Link Belt 440 5-6 35-36 Energy Itatint; .__]8.,200 ft-1b 6-7 _ 36-37 Date Driven 77_l]_-98 7-8 37-38 Date Poured 11,_1.2-98 Concrete 8-9 38-39 _F._L_F.VA'I IQNS: 9-10 39-40 Grade 10-11 40-41 Top Pile Cap ---------„ - 11-12 41-42 _ Cu 1.-Off 12-13 _ 42-43 Tip 13-14 43-44 PILE,,LEN GTIf 14-15 _,- 44-45 Below Cut-Off' 15-16 45-46 FINAL PENETRATION: 16-17 46-47 (blows/inch)-- - - -- 17-18 47-48 LOAD _CAPAQ1TY 18-19 48-49 _ Planned _ 95 tone 19-20 49-50 Calculated 20-21 50-51 21-22 - 51-52 REMARKS: 22-23 52-53 -- - -- 23-24 53-54 24-25 54-55 25-26 55-56 _ 26-27 - - 56-57 27-28 ---- - 57-58 28-29 58-59 29-30 15 59-60 -- -- PROFESSIONAL ENGINEERING CONSULTANTS, INC. 203 LITTLE CANADA ROAD, SUITE 280 - ST. PAUL, MN. 55117 PILE FOUNDATION SYSTEM 3682-3684 ROBIN LANE EAGAN, MINNESOTA PFC #4077 Denthi-Ft IIlores Deptil. LLt RI.ows PILE NUHHER: #4 _ 0-1 30-31 8-_ PILI? Lt)c:A'I'IiW: ..- SE Corner of House 1-2 31-32 ----------.. cEIJI:IiAI, lNlUfcp lATIIiN; 2-3 32-33 g--- --...._ Tyke of vile _Steel_Pipe (.25") 3-4 --- 33-39 4-5 34-35 _14._ Type of I1ammer .---Link-Be,1t 440 5-6 35-36 Energy Ro, t i ng -__I8,.200 ft-lb 6-7 _ 36-37 Date Driven _ 1-711-98 7-8 37-38 Date Vuured _11712-98 Concrete 8-9 38-39 EI,FVA'1'1(iNS: 9-10 39-40 Grade 10-11 -- 40-41 1'op file Cap _----_--- 11-12 41-42 ----- Cut--Off 12-13 42-43 Ti 1) 13-14 43-44 PILE LENGTH: 14-15 _ 44-45 - Below Cut-Off 15-16 _ 45-46 FINAL PENETHAITON: I6-17 46-47 (blows/inch) - 17-18 _ 47-48 LOAD_CAt'AC1T1' 18-19 48-49 _ Planned 25 tons -- 19-20 - 49-50 Calculated OK - 20-21 50-51 _ 21-22 _ 51-52 ____ REDIARKS: 22-23 _ 52-53 23-24 _ 53-54 24-25 _ 54-55 - 25-26 _ 55-56 26-27 56-57 7 /, .. 27-28 57-58 28-29 58-59 - -- 29-30 8--- 59-60 PROFESSIONAL ENGINEERING CONSULTANTS, ING 203 LITTLE CANADA ROAD, SUITE 280 - ST. PAUL, MN. 55117 PILE FOUNDATION SYSTEM 3682-3684 ROBIN LANE EAGAN, MINNESOTA 0-1 _ 1-2 2-3 3-4 4-5 5-6 6-7 7-8 8-9 9-10 10-11 11-12 12-13 13-14 14-15 15-16 16-17 17-18 18-19 19-20 20-21 _ 21-22 22-23 23-24 24-25 25-26 26-27 27-28 28-29 29-30 BloWa 5 DeP_t Ft.,. RloWs 30-31 9 31-32 ]1 3 2 - 3 3 10___ 33-34 ]2 34-35 35-36 36-37 3 7 - 3 8 1.2_.___ --- 38-39 39-40 40-41 41-42 42-43 43-44 44-45 45-46 46-47 47-48 48-49 49-50 50-51 _ 51-52 52-53 53-54 54-55 55-56 5 6 - 5 7 -___--_-- 57-58 58-59 59-60 PILE NUHHER; PII,K LOCATION: c;?:N?tcnl, I rl(???(crl Type of 1'ilu Diameter Type of Hammer Energy Rating, PEC #4077 #5 6' W of. SE Corner/Hous, ATI oN ; _Steel Pipe (.25") 8 5/8" Link Belt 440 1.8 ,200 .ft-lb Date Driven 11_11_98 Date Poured 11_12=98 Concretes ELEYATIUNS: Grade Top Pile Cap Cut-Off Tip _ PILE LENGTH: Below C%At-Off 3R,_r FINAL PENETRATION: (blows/inch) LOAD CAPACITY Planned 9r Calculated _.ox REMARKS PROFESSIONAL ENGINEERING CONSULTANTS, INC. 203 LITTLE CANADA ROAD, SUITE 280 - ST. PAUL, MN. 55117 PILE FOUNDATION SYSTEM 3682-3684 ROBIN LANE EAGAN, MINNESOTA PEC #4077 Denth,. F_t Blows Dehth. Ft._ Blows PILE NUMBER: #6 - 0-1 - - 30-31 PILE L!)CATION:_ 6'W & 6'N of House SE Corn-r 1-2 31-32 18 GEN$RA1. INI?ORMATIUN; 2-3 32-33 1.5 Type of Pile SteP_I Pipe (.25") 3-4 33-34 16 Diameter 8 5/8" 4-5 34-35 Type of Hammer 5-6 35-36 22 Energy Rating 18,200 ft-lb 6-7 _ 36-37 19 Date Driven 11_11-98 7-8 37-38 1.5 per 6' Date Poured 1.1-12-98 Concrete 8-9 _ 38-39 ELEVATIONS: 9-10 39-40 Grade 10-11 40-41 _ Top Pile Cap I1-12 41-42 Cut-Off 805.84' 12-13 _ 42-43 _ Tip --------- ---- --- 13-14 _ 43-44 PILE LENGTH: 14-15 44-45 Below Cut-Off 37'-10" 15-16 ____ 45-46 FINAL PENETRATION: 16-17 46-47 (blows/inch) 17-18 47-48 LOAD CAPACITY 18-19 48-49 Planned 25 tons 19-20 _ 49-50 Calculated OK 20-21 _ 50-51 21-22 - 51-52 REMARKS: 22-23 52-53 23-24 -- 53-54 - --- - 24-25 54-55 25-26 55-56 n 26-27 56-57 27-28 J,05 7 - 5 8 --' 28-29 58-59 - 29-30 ll ----- 59-60 - -- PROFESSIONAL ENGINEERING CONSULTANTS, INC. 203 LITTLE CANADA ROAD, SUITE 280 - ST. PAUL, MN. 55117 PILE FOUNDATION SYSTEM 3682-3684 ROBIN LANE EAGAN, MINNESOTA Depth,,-_F-t 0-1 1-2 2-3 3-4 4-5 5-6 6-7 7-8 8-9 _ 9-10 _ 10-I1 11-12 12-13 13-14 14-15 15-16 16-17 17-18 18-19 19-20 _ 20-21 21-22 22-23 23-24 Blows 24-25 4 25-26 4 26-27 6 27-28 8_- _-- 28-29 10 29-30 14 Dept [I.- F.t.. Blows 30-31 31-32 13- 32-33 33-34 34-35 35-36 _ 36-37 37-38 38-39 39-40 40-41 41-42 42-43 43-44 44-45 45-46 46-47 47-48 48-49 49-50 50-51 51-52 52-53 53-54 54-55 55-56 _ 56-57 57-58 58-59 59-60 PEC 44077 PILE NUMBER: -I{7 PILE 1.()(:A'I'10N: --NE..Cornes of House GNNEHAi, 1141 OItNATILM; Type of I' i l e _Stee2Pipe (.25") Diamet er 8_..5/81'_. Type of II<,mme- r _-Link-Belt 440. _ Energy Ite,t.irig --l8-,7n0.ft-1h- Date Di iveu -_]1-1L-98 Date 11.,ured __1-1=12-98 Concrete ELEVATI()NS: Grade Top Pi l c: Cap -- Cut-Ot'1, -805.841 Tip PILE L.ENU'TI1: Below Cut-Off --IS,-2,1 FINAL PENE'T'RATION: LOAD cAPAClTy- Planned 25 tons Calculated OK REMARKS: ii PROFESSIONAL ENGINEERING CONSULTANTS, INC. 203 LITTLE CANADA ROAD, SUITE 280 - ST. PAUL, MN. 55117 PILE FOUNDATION SYSTEM 3682-3684 ROBIN LANE EAGAN, MINNESOTA PEC #4077 Depth,-EL Blows Del) Blows PTLE WjmliEk: _#8_-_ 0-1 30-31 10 _ PIf.11' L(WATIi)N: 9' s of NE Corner of 1-2 31-32 8 House GF'N_F.ItAI, If[I,0I1pIA'I'ION; 2-3 32-33 6 _- Type of pile Steel Pipa_ (.25") 3-4 - 33-34 9. Diamet<.i 8 5/8" 4-5 34-35 L2 Type ol'Ilawmer Link Belt 440 5-6 35-36 14 Energy Ital.iug .18,-200_ft-lb - 6-7 _ 36-37 17--_ Date Driven 11.-11-98 7-8 37-38 19 _ Date l),)nred 11-12-98 Concrete 8-9 38-39 11 PE-'r 6 " ELEVATIONS: 9-10 --- 39-40 _ Grade 10-11 40-41 Top 1)i le cap 11-12 41-42 Cut: -Oft' 805.84' 12-13 42-43 - Tip -- - - -- 13-14 43-44 _ FILE ,I,I lJy'1'H: 14-15 44-45 Below Cut-Off _38_1-6" 15-16 - 45-46 _ FINAL.I)LNETR_ATION: 16-17 46-47 -- (blows/rock)) 17-18 47-48 LOAD__CAI'ACITY 18-19 48-49 Planned 25 tans 19-20 49-50 Calculated nK 20-21 50-51 21-22 _ 51-52 REMARKS: 22-23 - 52-53 -- 23-24 53-54 24-25 54-55 25-26 55-56 26-27 --- - 56-57 -71 27-28 57-58- 28-29 ---58-59 -- 29-30 14-_.__-___ 59-60 PROFESSIONAL ENGINEERING CONSULTANTS, INC. 203 LITTLE CANADA ROAD, SUITE 280 - ST. PAUL, IVIN. 55117 PILE FOUNDATION SYSTEM 3682-3684 ROBIN LANE EAGAN, MINNESOTA PEC #4077 DePLh,_Et Mows Deutli.__f±t_.- plows PILE NUlllfE'Ic: #9 0-1 30-31 7 PILE L(WATII)N:12'-1"f NE House_ Ci,rn?_r 1-2 31-32 _7 GENERAL INF0.11NATIONf; 2-3 32-33 5 Type of Steel Pipe (.25R). 3-4 33-34 8 Diameter g 5,1W . 4-5 - - --- ---- 34-35 7 Type of Ilawmer-_ 1.3.-1k B1et 44G- 5-6 35-36 8 Energy ka t. i n6 .__14, ft-3b------ 6-7 36-37 6 Date Driven __14-}}_98 7-8 37-38 10 Date Poured _11_Iz2-98 ConGCete- 8-9 _ 38-39 ELEVA'_I'IONS: 9-10 39-40 Grade _.._-.- 10-11 _ 40-41 Top Pile Cap ----- -- -- 11-12 -- 41-42 Cut-Off 805_8-4' -.-------- 12-13 42-43 Tip 13-14 43-44 PILE_ LENGTH: 14-15 _ 44-45 _ Below Cnt-Off JAI-r" 15-16 _ 45-46 FINAL PENETRATION: 16-17 46-47 (glows/rock,) 17-18 47-48 LOAD CAPACITY 18-19 48-49 Planned 25? 19-20 _ 49-50 Calculated OK 20-21 50-51 21-22 51-52 REMARKS: 22-23 52-53 23-24 53-54 24-25 54-55 25-26 55-56 -- - 26-27 56-57 % K - u 27-28 57-58 28-29 58-59 29-30 _-__._ 59-60 PROFESSIONAL ENGINEERING CONSULTANTS, INC. 203 LITTLE CANADA ROAD, SUITE 280 - ST. PAUL, MN. 55117 PILE FOUNDATION SYSTEM 3682-3684 ROBIN LANE EAGAN, MINNESOTA PEC #4077 Depth,_Et Blows Dentf1__F_t__ o s PILE NtIM11ER: #10 0-1 30-31 PI I,E I [u.:.a'I I (itl : N Pile/Ccrtanon Wall 1-2 _ 31-32 GENERAL Itll;f)WIATION; 2-3 32•-33 Type o1' Pi la _Steel Pipe .(.25") 3-4 33-34 Diameter _8_5/8" 4-5 34-35 _ Type of Ilamwe:t Link Belt 440 5-6 35-36 Energy Hitting 1.8,200 ft-lb_ 6-7 36-37 5 Date Driven 1.1-111-98 _ 7-8 37-38 8 Date Poore 1 11=12=98 Concrete 8-9 38-39 161- ELEYATIONS: 9-10 39-40 14 Grade -- 10-11 _ 40-41 11 Top Pile Car) -- --- - - 11-12 -- 41-42 12 Cut-Off -805.8.4_ -_-.- 12-13 _ 42-43 n Tip - - -- ---- 13-14 43-44 PILE LENGTH: 14-15 _ 44-45 Below Ciit-Off _.- 15-16 _ 45-46 FINAL PLLETRATION: 16-17 46-47 (blows/inch) 17-18 47-48 LOAD CAPACI'r1' 18-19 _ 48-49 Planned 25 tons - - 19-20 _ 49-50 Calculated OK _-_- 20-21 50-51 -- 21-22 51-52 REMA KS: 22-23 52-53 23-24 53-59 - ---- -- 24-25 - 54-55 - 25-26 55-56 26-27 56-57 - 27-28 57-58 ------. ce 28-29 58-59 _ _-. ---- i - --- 29-30 59-60 PROFESSIONAL ENGINEERING CONSULTANTS, INC. 203 LITTLE CANADA ROAD, SUITE 280 - ST. PAUL, MN. 55117 PILE FOUNDATION SYSTEM 3682-3684 ROBIN LANE PEC #4077 EAGAN, MINNESOTA DepLh,_Ft Blows Degth,.._ _l'1_ 11o s 1311A., NtlHlslilf: _#11 __ 0-1 30-31 7 _ P-I 1.()' VIA ON: _1 eLof E Edge of- 5 _l 1-2 31-32 7 oo u sS QLsNFI?Al, IrIVOHtiA9I"liigg on Gar. N Wall 2-3 32-33 6 'T'ype of 1•iI _-Steej-.Pipe (.25"), 3-4 _ 33-34 .8 Diamett:i _8-51V-.- 4-5 34-35 8 Type of Ilammer_ fink Belt 440- 5-6 _ 35-36 7 Energy Itatioq _ 1.8.200 ft-lb-_ 6-7 36-37 16 Date Driveii 8 7-8 37-38 20, Date Ponied _-3.1=12=98 Conc-ete 8-9 38-39 ELEVATIOfAS: 9-10 39-40 Grade _ 10-I1 40-41 Top Pile Cap 11-12 _ 41-42 Cut-Of l' _805_8.41. 12-13 _ 42-43 Tip 13-14 _ 43-44 PILE LENGTH: 14-15 44-45 Below Cut-Off 15-16 _ 45-46 FINAL_I'ENETR_A_T_ION: 16-17 46-47 (blows/inch) 17-18 47-48 LOAD CAPACITY 18-19 48-49 Planned 25 tons 19-20 49-50 Calculated AK 20-'21 50-51 21-22 _ 51-52 RCF?ARI{S: 22-23 52-53 23-24 _ 53-54 24-25 _ 54-55 25-26 --- 55-56 -. - - ---- 26-27 - 56-57 T 27-28 57-58 28-29 -5 58-59 29-30 _5 59-60 PROFESSIONAL ENGINEERING CONSULTANTS, INC. 203 LITTLE CANADA ROAD, SUITE 280 - ST. PAUL, MN. 55117 PILE FOUNDATION SYSTEM 3682-3684 ROBIN LANE PEC #4077 EAGAN, MINNESOTA Dept)1,-Ft Blows Deut)r?_k+.l__. Blows PILE NUf,113iR; _#12 0-1 30-31 PILE 1:Ot:ATfON: 6'S of N Cannon End 1-2 31-32 GENERAI, INI{01itIATION; 2-3 32-33 Type of bile _--Steel Pipe (.25") 3-4 _ 33-34 Diameter 8 5/8" 4-5 34-35 A- Type of HammerLink Belt 440. _ -- 5-6 35-36 11 Energy Itat.ing 18 200- ft-lb 6-7 - 36-37 _11 Date Driven 11-11-98 7-8 37-38 14 Date Poured --AI-12-98 Cgncrete 8-9 38-39 10 per q ELEEVATAONS: 9-10 39-40 Grade 10-11 40-41 Top Pile cap _ 11-12 41-42 ---- Cut-Off _805_841_ _ 12-13 42-43 - Tip 13-14 43-44 PILE LENGTH: 14-15 44-45 Below CuL-Off 15-16 - 45-46 FI_NAL_PENETR_q_TION: 16-17 46-47 _ (blows/inch) 17-18 47-48 LOAD CAPACITY - ---- 18-19 48-49 Planned 25 i-nnc 19-20 49-50 Calculated OR 2 0 - 2 1 ------- -- 50-51 21-22 51-52 REMARKS: 22-23 52-53 23-24 _ 53-54 24-25 54-55 -- - -- - 25-26 55-56 - - - - -- 26-27 -- 56-57 --?_\ 27-28 57-58 28-29 58-59 29-30 59-60 - PROFESSIONAL ENGINEERING CONSULTANTS, INC. 203 LITTLE CANADA ROAD, SUITE 280 - ST. PAUL, MN. 55117 PILE FOUNDATION SYSTEM 3682-3684 ROBIN LANE EAGAN, MINNESOTA Deptf1,-Ft Blows 0-1 1-2 2-3 3-4 --- 4-5 5-6 6-7 7-8 8-9 9-10 10-11 11-12 12-13 13-14 14-15 15-16 16-17 17-18 18-19 19-20 20-21 21-22 22-23 23-24 24-25 25-26 26-27 27-28 28-29 29-30 Dept11_-FE._,- Blows 30-31 31-32 32-33 33-34 34-35 35-36 36-37 37-38 38-39 39-40 40-41 41-42 42-43 43-44 44-45 45-46 46-47 47-48 48-49 49-50 50-51 51-52 52-53 6 8 7 12 8 7 7 53-54 54-55 55-56 56-57 57-58 58-59 59-60 PEC #4077 PILE NunlsE•_li: -#13 _ PILE LOCATION:_-_ 91 _of N.Camm-End GENERAL InFORHATION; Type of File -Steel Pipe (.25"} . Diairketet Type of Ileuumer _--Iron Belt 440 --- - Energy Rating --487-200 ft-lb-- Date Driven -- 1.1-1 -98 Date Poured Concrete ELEVAT1QNS: Grade - - -- Top Pi 1 e Cap ....-------- Cut-Of f, Tip _ PILE-LENGTH: Below CuL-Off 39'-0" FINAL _PENETV.k ION: (blows/irich I LOAD CAPACITY Planned 25 -tons. Calculated OK REMARKS: PROFESSIONAL ENGINEERING CONSULTANTS, INC. 203 LITTLE CANADA ROAD, SUITE 280 - ST. PAUL, MN. 55117 PILE FOUNDATION SYSTEM 3682-3684 ROBIN LANE EAGAN, MINNESOTA Dept)i,--Ft Blows 0-1 1-2 -- - 2-3 --- -- 3-4 4-5 5-6 6-7 7-8 8-9 9-10 10-11 11-12 12-13 13-14 14-15 15-16 16-17 17-18 18-19 19-20 20-21 21-22 22-23 23-24 24-25 25-26 26-27 27-28 28-29 29-30 Deuth.__I?t_ ows 30-31 31-32 32-33 33-34 34-35 -2 35-36 9 36-37 10 37-38 15 38-39 15 39-40 F per 4 40-41 41-42 42-43 43-44 44-45 45-46 46-47 47-48 48-49 49-50 50-51 51-52 52-53 53-54 54-55 55-56 56-57 57-58 58-59 59-60 PEC #4077 PILL' NI1PI111•.It: PILE Lu(:ATI0N:--__j81__S-of N Common -End GENERAL IrlFORMATIQN; Type of Pile -8t^eel -Pipe (?-25" } - Diametet 8 5` Type of flamme" ---_Belt.440------ Energy Paling _ -i$;2fl0 ft-lb----- Date Driven _--i3 }9-98 Date Poared -1?-?2-98 Concrete - ELEYATIUNS: Grade Top Pile cap Cut-Off X95-.841 ------ Tip PILE- LENGTH: Below Cut-Off FINAL PENETRATION: (blows/iricL) - LOAD CAPACITY Planned 95 i-nn, Calculated OK REMARKS: PROFESSIONAL ENGINEERING CONSULTANTS, INC. 203 LITTLE CANADA ROAD, SUITE 280 - ST. PAUL, Id N. 55117 PILE FOUNDATION SYSTEM 3682-3684 ROBIN LANE EAGAN, MINNESOTA PEC #4077 Dept ,h,__Ft, Blows DeiAh. .F-L, Blows PILE NUMBER: _*75-__ 0-1 30-31 8 PILE LOCATfON:_ 241 !; of N-Ccumri-End 1-2 31-32 7 HNERA1: INFL)RMATILM; 2-3 32-33 A Type of 1'i le -9teer Pipe (-.-25"-) - 3-4 _ 33-34 7 Diameter $"-- _-_-- 4-5 - 34-35 lz` Type of Ilammer--LiAt Belt 440. - - 5-6 35-36 15 Energy Haling -18-80 ft-lb- - 6-7 36-37 1.7 Date Driver, }l98 7-8 37-38 Date Poured -1i-32-98 Concrete 8-9 38-39 ELEVAT-1-ON5: ------- --- - - 9-10 39-40 Grade 10-I1 40-41 Top Pile crap 11-12 41-42 Cut-Off _-805,$4Y 12-13 42-43 Tip -- 13-14 _ 43-44 PILE LENGTH: 14-15 44-45 _ Below Cut-Off _171_ _ 15-16 _ 45-46 FINAL PENETRATION: 16-17 46-47 (blows/inch) - 17-18 47-48 LOAD CAPACITY 18-19 48-49 Planned 25 im 19-20 49-50 Calculated nx _ 20-21 50-51 21-22 51-52 REMARKS: --- 22-23 52-53 - -- 23-24 53-54 --- --- -- 24-25 54-55 _ -- 25-26 _ 55-56 26-27 56-57 27-28 57-58 28-29 ---- 58-59 - 29-30 59-60 PROFESSIONAL ENGINEERING CONSULTANTS, INC. 203 LITTLE CANADA ROAD, SUITE 280 - ST. PAUL, MN. 55117 PILE FOUNDATION SYSTEM 3682-3684 ROBIN LANE EAGAN, MINNESOTA PEC #4077 Depth _,Ft DIpws Degttr, [ t. Blows PILE Nl1M IE'R: 0-1 30-31 _ PILL Lnt:ATION:_C2'_-N-of S_Wall of 1-2 3 1 - 3 2 _ GEN ER 1, I rI FQ t !Al'ii7!-q ; in Co(nian Wa11 2-3 32-33 Type of PiJe - - _-_SteQ1 . pipe. (. 25u) 3-4 33-34 - Diameter 4-5 34-35 Type of Ilaumic-r --- T.ink_Be1t 440 5-6 _ 35-36 Energy f l a t. i n g .-15,200 f t-lb 6-7 36-37 -4 Date Driven - 11- J-98 .- 7-8 37-38 Date Poured .--1-1=12_98 Concrete 8-9 38-39 i3 ELEYA'I'I() NS: 9-10 39-40 -17 Grade 10-11 40-41 Top Pile Cap 11-12 _ 41-42 ---- Cut-off 12-13 42-43 Tip 13-14 43-44 _ PILE-LENGTH: 14-15 _ 44-45 Below Cut-Off 15-16 45-46 FINAL_I'ENETIt,ATION: 16-17 46-47 _ (blows/inch) 17-18 47-48 L0-AD CA1'AC1T1' 18-19 _ 48-49 Planned 25 tons 19-20 49-50 Calculated OK 20-21 50-51 21-22 _ 51-52 REMARKS: 22-23 _ 52-53 - -- 23-24 -- 53-54 --- 24-25 54-55 25-26 55-56 - - - 26-27 -- ---- 56-57 c ' - C: r 27-28 57-58 / - - 28-29 58-59 _ --- 29-30 59-60 PROFESSIONAL ENGINEERING CONSULTANTS, INC. 203 LITTLE CANADA ROAD, SUITE 280 - ST. PAUL, MN. 55117 PILE FOUNDATION SYSTDI 3682-3684 ROBIN LANE EAGAN, MINNESOTA Depth. J-t Blows DeJAIII Ft_ Blows 0-1 30-31 --.--- 1-2 - - - 31-32 --- 2-3 - - 32-33 - --- 3-4 ---- 33-34 4-5 -- 34-35 5-6 35-36 _ 6-7 - 36-37 7-8 - --- 37-38 ---- 8-9 38-39 9-10 39-40 10-11 40-41 11-12 --- 41-42 12 12-13 42-43 8 13-14 - 43-44 14-15 _ 44-45 15-16 _ 45-46 16-17 46-47 17-18 47-48 18-19 48-49 19-20 49-50 20-21 50-51 21-22 51-52 22-23 52-53 23-2"1 53-54 _ 24-25 _ 54--55 25-26 55-56 26-27 56-57 _- 27-28 57-58 28-29 58-59 - 2 9-30 59-60 PEC #4077 PILL' NUMBER: #17 -- PILE l:rn:,? l' I CAN : NW Corn?x of House GENE)IAI, I NFORMATIUN; Type of Pile ---Steel Pipe (.32".)_ Iliamete1 8 5/8" . -.- Type of Ilammer Link B'-It 440 Energy Haling 18,200 ft-lb- Date Driven 1.1-1]-98 -- Date Poured N/A ELEVATIONS: Grade _..--- Top Pile Cap - --- Cut-Off -805-.84' ---- Tip - ---- PILE _LrNGTIi: i Below Cut-Off ! 46'-8"_-__- FINAL L'ENETRATION: (blows/inch) LOAD CAPACITY Planned 25 tons Calculated over -3.0 tones REMARKS: Retapped I1-12-98 at 6 blows per 1." Z- -- 1-7 , PROFESSIONAL ENGINEERING CONSULTANTS, INC. 203 LITTLE CANADA ROAD, SUITE 280 - ST. PAUL, MN. 55117 PILE FOUNDATION SYSTEM 3682-3684 ROBIN LANE EAGAN, MINNESOTA PEC #4077 Depth,_-Ft Blows Depth. Ft_ Blows PILE NIIMBE'li: _#18 0-1 30-31 PILE LOCATION: 10'N & IW E of NW 1-2 3 1-32 GENERAI, I N 10IjMA'_g0 _'P of House 2-3 32-33 Type of Pile S eel Pi " 3-4 33-34 lA_ t Diamelr.r 8 5/8" -- 4-5 34-35 ?0._ Type of Ilammer Link Belt 440 5-6 _ 35-36 Energy Ital.in l_8 200 6-7 - 36-37 Date Driven 11-11-98 7-8 37-38 6_-- Date Po, i ed N/A_-_ 8-9 38-39 ELEVATIONS: --- 9-10 _ 39-40 Grade 10-11 40-41 Top Pile cap ---- 11-12 41-42 Cut-Of I' About 809' ------ ----- 12-13 -- 42-43 Tip -- 13-1-1 43-44 PILE LENGTH; 14-15 44-45 Below CuL-Off 38'-10" - 15-16 45-46 - FINAL-11bNE'1'IIATION: I6-17 46-47 (blows/itic: it ) _ - -- 17-18 47-48 _ LOAD_CAI3AC1TY 18-19 48-49 Planned 1.5 tons 19-20 49-50 Calculated _O-_ 20-21 50-51 21-22 _ 51-52 REMARKS: - 22-23 52-53 23-2.1 - 53-54 -- -- 24-25 54-55 -- - 25-26 55-56 26-27 - 56-57 -- - f - `. 27-28 57-58 -_ / c-: ?._ --- 28-29 58-59 - 29-30 59-60 PROFESSIONAL ENGINEERING CONSULTANTS, INC. 203 LITTLE CANADA ROAD, SUITE 280 - ST. PAUL, MN. 55117 PILE, FOUNDATION SYSTEM 3682-3684 ROBIN LANE EAGAN, MINNESOTA De pt, 11, Et 0-1 - 1-2 2-3 3-4 4-5 5-6 6-7 _ 7-8 8-9 9-10 _ 10-11 11-12 12-13 _ 13-14 14-15 15-16 16-17 17-18 18-19 19-20 20-21 21-22 22-23 23-24 fllo}{s Depth,-_ _F..t..- Mows 30-31 _ 31-32 32-33 -_,- 3 3 - 3 4 -- 34-35 35-36 __1-5 ---- 36-37 4-3- __--_ 37-38 38-39 ---- 39-40 -6- 24-25 25-26 26-27 _ -___- 27-28 28-29 29-30 40-41 41-42 42-43 43-44 44-45 45-46 46-47 47-48 48-49 49-50 50-51 51-52 52-53 53-54 54-55 55-,56 56-57 57-58 _ 58-59 59-60 PEC #4077 PILE 0WHIslilt: -_#.1.4--- PILE LIWATION: __,1.(L'_N of NW-Corner of (iEN$ItAI, l hl OjtF)Q'(fle Type o I' Ili I e ___-Steel -Pipe (.32") . Diameter Type of Uaromer __.Link Be7_t 440 Energy hating __18,200 ft-lb_. Date Driven _11=11-98 .__.. Date Poured --_N/A-- ELEYATI ()Ns: Grade Top Pile Cap _-- Cut-Of f Tip - - ---- PILE- LENGTH: Below Cut-Off FINAL _PENE'd')i_A 10N: (blows/inch) LOAD CAPAL,'ITY Planned 1-5 tons_ CalculaLed OK REMA 9 PROFESSIONAL ENGINEERING CONSULTANTS, INC. 203 LITTLE CANADA ROAD, SUITE 280 - ST. PAUL, MN. 55117 PILE FOUNDATION SYSTEM 3682-3684 ROBIN LANE EAGAN, MINNESOTA DegL11._Ft Dlows 0-1 1-2 - 2-3 - -- 3-4 --- 4-5 5-6 6-7 - - 7-8 - - 8-9 ---- 9-10 _ 10-11 11-12 12-13 13-14 - - 14-15 15-16 16-17 __-- 1 7 -1 8 18-19 - 19-20 - 20-21 21-2'2 22-23 23-24 2 4 - 2 5 25-26 26-27 _ -- 27-28 - 28-29 29-30 P[:C #4077 Degtly_It_ Blows PILE NUMBER: _.#2iL__ 30-31 1311,E NW-Cc)=zae3-_ 31-32 GENERAL INFORMATiOTIF; House 32-33 Type of Pi le ----Steel Pi -- Pe 321!) 33-34 5Diameter 5/8" 34-35 -11 Type of IlawmeI- _--Link-Belt 444 --- 35-36 8 Energy Hating -__-4,8,388 ft-lb----- 36-37 _6__. Date Driven --.-3.L-11-.98 37-38 _9__ Date Poured N/A 38-39 _6_ E1,EVATIONS; - -- 39-40 _7Grade _ 40-41 8 Top Pile Cap -- 41-42 __]0 Cut-Off 805.84' 42-93 7-- Tip ----- - ----- - - - - ---- 43-44 -7 PII,_F,- LING1'N: 44-45 Below CuL-Off 451-1" 45-46 _ FINALPINETRATION: - 46-47 (blows/inch) 47-48 IQ D CAVAC1'FY - - 48-49 Planned 25 tons. 49-50 Calculated OK 50-51 ---- - 51 - 5 2 R EA_I_A_R_K_S_ 52-53 53-54 54-55 55-56 56-57 57-58 - ..-L 58-59 ----- - 59-60 PROFESSIONAL ENGINEERING CONSULTANTS, INC. 203 LITTLE CANADA ROAD, SUITE 280 - ST. PAUL, MN. 55117 PILE FOUNDATION SYSTEM 3682-3684 ROBIN LANE EAGAN, MINNESOTA PEC #4077 Dept.11,,,. Ft Blows Dept.}- F.L_ Blows PILE NUMBER: 0-1 30-31 P1 LE L(rATION:_.__9'-Z-of NW Corner of 1-2 _ 31-32 (1 House LNE_(2A1. INljt)ItFIA'I'ION; 2-3 32-33 Type oI I•ile n - ? Steel Pipe (..32_) 3-4 33-34 -- - DiaweLer --8-$L8-1 - 4-5 -- 34-35 Type o1- 1Iamme1' _,--_Lia1-Be1t 440 -.-- 5-6 35-36 Energy tfal- i n8 _--181-300 ft-lb---- 6-7 36-37 Da Le Driven - 1.1-LL-798 7-8 37-38 _8_._ Date POUred N/,rte- 8-9 - 38-39 6 ELEVATIONS: 9-10 _ 39-40 _6_- (trade 10-11 40-41 7 Top Pile Cap -___- 11-12 41-42 8 Cut-Of l' 805.8.4' 12-13 _ 42-43 7_ Tip 13-14 43-44 8 PILE-LENG'CE1: 14-15 44-45 Below Cut-Off 43'-11 15-16 45-46 FINAL PENETRAI-1011: 16-17 46-47 _ (glows/incl)1 17-18 _ 47-48 LOAD CAPALITY - 18-19 - 48-49 Planned 25 tons 19-20 - 49-50 Calculated OK 20-21 50-51 21-22 51-52 REMAR_1K-.S' 22-23 52-53 23-2-1 - 53-54 24-25 - 54-55 25-26 - 55-56 ----....-.- -? - _ - 26-27 56-57 _ - ?? -? 27-28 57-58 28-29 58-59 / 29-30 59-60 -- PROFESSIONAL ENGINEERING CONSULTANTS, INC. 203 LITTLE CANADA ROAD, SUITE 280 - ST. PAUL, MN. 55117 PILE FOUNDATION SYSTEM 3682-3684 ROBIN LANE EAGAN, MINNESOTA Depth.,__rt Bl,plus 0-1 1-2 - - - 2-3 3-4 4-5 5-6 6-7 7-8 _ 8-9 Deht h .--f.?..? 30-31 31-32 32-33 33-34 34-35 35-36 36-37 37-38 38-39 9-10 _ 39-40 10-11 40-41 11-12 _ 41-42 12-13 13-14 14-15 15-16 16-17 17-18 18-19 19-20 20-21 21-22 22-23 23-2-1 24-25 25-26 26-27 27-28 28-29 29-30 42-43 43-44 44-45 45-46 46-47 47-48 48-49 49-50 50-51 51-52 52-53 53-54 54-55 55-56 56-57 57-58 58-59 59-60 PL'C #4077 Blows PILL; NUMBER: #22--- _ PILE LOCAffON: 9' S of NW Corner of -- - - -- - ------- --- GEHEItAI, Ir,1ORHA TloN• House Type of file _ __Steel_Pipe.(.32"). Diameter Type of Hammer-_ -, Lil?1_c_Belt_440. ---- Energy hating - Date Driven _11=71-98 .----.------- _ Date Poured _ -ELEVATIONS: Grade 12 9 7 6 8 8 -6 per 611, 'l'op Pile Cap __ Cut-Off __ _805.._8.4_' Planned 25 tong Calculated CND _ Tip PI LE-_LENG'fff Below cut-Off 4f FINAL-- PENETRA1110-N: (blows/ inchI _ LOAD CAPACITY REMARKS: PROFESSIONAL ENGINEERING CONSULTANTS, INC. 203 LITTLE CANADA ROAD, SUITE 280 - ST. PAUL, MN. 55117 PILE FOUNDATION SYSTEM 3682-3684 ROBIN LANE EAGAN, MINNESOTA PEC #4077 Depllt,..-It I1?ow De11l:11__I?t_ Blows I'II,L•' Nl1Hl3Elt: _-7(_-__ 0-1 30-31 _ PILE' LOCATION:__l8_!S-of .Ntat.C=nes.of 1-2 31-32 GENERAI, jNFORhIATIQN; House 2-3 32-33 Type of Pile --Sty.-Pipe -(.32-"). 3-4 -- 33-34 Diameter _--8 5/8-"- 4-5 34-35 Type of Ilammer-___Link Belt 440 _ 5-6 _ 35-36 Energy hating _18,200 ft-lb _- 6-7 36-37 Date Driven 11-11-98 7-8 37-38 Date Poured N/A 8-9 38-39 10 E1.EVA'1'1,ciNS: 9-10 _ 39-40 9 Grade 10-11 40-41 5 TOP Pile cap 11-12 41-42 5 Cut-Off 805.84' -- 12-13 42-43 6 Tip 13-14 - 43-44 11 ?ILF_I ENG'1'H: 14-15 _ 44-45 7 Below Cut-off 451-8" _ 15-16 45-46 NAL_P'NETRATION: 16-17 46-47 (blows/inch) 17-18 47-48 SAD CA1?ACITY 18-19 48-49 Planned 25 tons 19-20 _ 99-50 Calculated OK 20-21 50-51 - - 21-22 _ 51-52 REMARKS: 22-23 52-53 23-21 53-54 24-25 _ 54-55 25-26 _ 55-56 __-- 26-27 _ -_ 56-57 f j ?? 27-28 - -- 57-58 -- - .. ?- -'- -- -1 -- 28-29 58-59 29-30 59-60 PROFESSIONAL ENGINEERING CONSULTANTS, INC. 203 LITTLE CANADA ROAD, SUITE 280 - ST. PAUL, MN. 55117 PILE FOUNDATION SYSTEM 3682-3684 ROBIN LANE EAGAN, MINNESOTA Dep-tll,__Ft 0-1 _ 1-2 2-3 -- 3-4 4-5 5-6 6-7 7-8 8-9 9-10 10-31 11-12 12-13 13-14 14-15 15-16 16-17 17-18 18-19 19-20 20-21 21-22 22-23 23-24 24-25 25-26 26-27 27-28 28-29 29-30 Blotas DeRW!._.?t_ Blows 30- 31 31- 32 32- 33 33- 34 34-35 35-36 36-37 37-38 38-39 39-40 40-41 41-42 42-43 43-44 44-45 45-46 46-47 47-48 48-49 49-50 50-51 51-52 52-53 53-54 54-55 55-56 56-57 57-58 58-59 59-60 5 _5 6 7 7 8 9 8 8 PEC #4077 PILE NUHBEli: #24 P111111 LOCATION: 27' S of NW Corns of --` ' -House GENERAI, 1N101th1A 'fI(IN; Type of P i l e - - S_tee1._Pipe- (..-32_')- D i a m e t e r -- Type of Hammer- - -Link, Bo-lt.-440 -,-- Energy Ilat.ing ._ _--18i200.ftlb_._._- Date Driven _ -_11 -11-98 Date Poured _N/A_- ELEVATIONS: Grade Top P i l e Cap -------.-- Cut-Of f _ --$9584-' -- ------ Tip PILE LENGTH: Below Cut-Off __A.61_7n___ - FINAL-PENETRATION: (blows/irich) LOAD CAPACITY Planned -??t4>I Calculated OK R _E?3ARKS: 'PROFESSIONAL ENGINEERING CONSULTANTS, INC. 203 LITTLE CANADA ROAD, SUITE 280 - ST. PAUL, MN. 55117 PILE FOUNDATION SYSTEM 3682-3684 ROBIN LANE EAGAN, MINNESOTA Dep 111. t 0-1 1-2 2-3 3-4 4-5 _ 5-6 _ 6-7 _ 7-8 8-9 9-10 10-11 11-12 12-13 13-14 14-15 15-16 16-17 17-18 18-19 19-20 20-21 21-22 22-23 23-24 24-25 25-26 26-27 _ 27-28 _ 28-29 29-30 Blows Degtlt._ b L, 30-31 31-32 32-33 33-34 34-35 35-36 36-37 37-38 38-39 39-40 40-41 41-42 42-43 43-44 44-45 45-46 46-47 47-48 48-49 49-50 50-51 51-52 52-53 53-54 54-55 55-56 56-57 57-58 58-59 59-60 PEC #4077 Blows PILE NUMBER: A25 PILE 1„c.ATION: 36' S of NW Corner of House GsN_F.ItAI, IN1?0)tMA'I'It)N; Type of Pile _Steel Pipe (.32") Di amet.e?• 8 5/8" _ Type of Ilummer .Link Belt 440 , Energy Rut.ing 18,200 ft-:Lb_._ .--, _ S Date Driven 11-11-98 F Date Poured N/A s E1.EYATIuNS: 7 Gracie g Top Pile Cap - -....--- - 7 Cut-Of (' 8 Tip - - 8 RILE -LENW-11f; 8 Below Cut-Oft' O'-5?__--,____ _ 7 Per g" FINAL_PENEITAT191i: (blows/inch) LOAD-CA PA(:1'gl_'. Planned 75 +vnna Calculated _CK REMARKS: PROFESSIONAL ENGINEERING CONSULTANTS, INC. 203 LITTLE CANADA ROAD, SUITE 280 - ST. PAUL, MN. 55117 PILE FOUNDATION SYSTEM 3682-3684 ROBIN LANE EAGAN, MINNESOTA PEC #4077 Depth,-_ [?j B1oug. Degth,___I't Blows PILE NlJhlb13it: #26.--- 0-1 _ 30-31 PIES' IJWATION:421-.-sue. NW-Conner 1-2 31-32 GLN_F.ItAI! INFORMATION; Of HOuse 2-3 _ 32-33 R _ Type of 1'i le Ste?2pe (.3211) - 3-4 33-34 -10 Diameter 8 5/8" 4-5 34-35 _7 Type oI' Ileuume1Link Belt 440 5-6 _ 35-36 6 Energy Ite.ting 18,200 ft-lb- 6-7 36-37 7 Date Driven 11-11-98 7-8 37-38 8 Date Poured N/A 8-9 38-39 9 ELEYATIONS: 9-10 _ 39-40 11 Grade 10-11 40-41 12 Top Pile cap -- - - 11-12 _ 41-42 12 Cut-Off 805.84' 12-13 42-43 10 Tip 1 3 -1 4 - ----- -- 43-44 PILi•.'_LENGTll: 14-15 44-45 Below Cut-Off' 431-0" 15-16 _ 45-46 FINAL .PENETRA-TION: 16-17 46-47 (blows/inch) 1 7 -1 8 47-48 LOAD CAPMA TY 18-19 48-49 Planned 25 tons 19-20 49-50 Calculated OK 20-21 50-51 - 21-22 51-52 EhtARKS: 22-23 52-53 23-24 _ 53-54 - 24-25 - 54-55 25-26 _ 55-56 26-27 56-57 27-28 - 57-58 28-29 58-59 29-30 59-60 PROFESSIONAL ENGINEERING CONSULTANTS, INC. 203 LITTLE CANADA ROAD, SUITE 280 - ST. PAUL, MN. 55117 PILE FOUNDATION SYSTEM 3682-3684 ROBIN LANE EAGAN, MINNESOTA PEC #4077 De2t11,.__Ft Bloyj Dgptlj-,_F.t_ Blows 0-1 30-31 1-2 31-32 --- 2-3 32-33 -..----- 3-4 - 33-34 4-5 34-35 _ 5-6 _ 35-36 _ 6-7 36-37 5 7-8 37-38 _ 8-9 38-39 8 9-10 _ 39-40 10-11 40-41 A 11-12 41-42 17 12-13 42-43 13-14 43-44 -42 14-15 44-45 _9 15-16 _ 45-46 8 16-17 46-47 17-18 47-48 18-19 48-49 19-20 49-50 20-21 50-51 21-22 51-52 22-23 52-53 23-24 53-54 24-25 54-55 25-26 55-56 26-27 56-57 27-28 57-58 28-29 58-59 29-30 59-60 PILE, NUMBER: #27 PILE LOCATION: 6' E & 6' N of SW Corms of House GENERAL. 1 NF91W ATIUE7; Type of' J, j le Steel__2ipe (.32") Diametei 8 5/8" Type o t' Ilaumie r Link BF-lt 440 Energy Rating 18,200 ft-lb -___ Date Driven 17-11_98 _ Date Poured N/A ELEVAT-1 0NS : Grade 1'01) Pile Cap Cue-oft' 805.84' Tip PILE.. LENGTH: Below Cut-Oft' 46'-2" F-INAL_PENETRATION: (blows/irich I LQAD_CAFM( I- 'Y Planned 25 tons Calculated Oft REMARKS: PROFESSIONAL ENGINEERING CONSULTANTS, INC. 203 LITTLE CANADA ROAD, SUITE 280 - ST. PAUL, MN. 55117 PILE MO RVATION SYSTEM 3682-3684 ROBIN LANE PEC #4077 EAGAN, MINNESOTA Deatl Illow_ Depth,, vL,,- plows PILL' NUHBER: #28--.. 0-1 30-31 PILE I4WATION: - 30 _-&-of N .Coamon End 1-2 ---- 31-32 GENF:ItAI, Iryf)ftrt91'1ONl 2-3 32-33 __9 - Type of l,ile Steel-pipe.(.25") 3-4 33-34 8 Diametr.r 8-5/8=--. 4-5 34-35 _ 10 Type o1' llammer.Link-Belt 440 6 35-36 11 Energy Ratting 6-7 36-37 12 Date Di i veu 17-1198 7-8 37-38 7 _ Date Pc,ured 11-12-98 Concrete 8-9 38-39 In ELEVATIUNS_: 9-10 _ 39-40 11 Grade 10-11 40-41 14 Top Pile cap 11-12 _ 41-42 12 per Cut-Of 1' 12-13 42-43 Tip 13-14 _ 43-44 PILE LENGTH: --- - 14-15 44-45 Below CuL-Oft' 421-0" 15-16 _ 45-46 FINAL_PLNETRATION: I6-17 46-47 (blows/inch) 17-18 47-48 LOAD CA11AC1'j'1' 18-19 48-49 Planned 25 tons 19-20 49-50 Calculat.ed OK 20-21 50-51 21-22 51-52 REMARKS: 22-23 52-53 --------- -- -- -- - -------- 23-24 53-54 24-25 54-55 - 25-26 55-56 26-27 _ 56-57 jjj - - - -- 27-28 57-58 28-29 58-59 _ 29-30 59-60 PROFESSIONAL ENGINEERING CONSULTANTS, INC. 203 LITTLE CANADA ROAD, SUITE 280 - ST. PAUL, MN. 55117 PILE FOUNDATION SYSTEM 3682-3684 ROBIN LANE PEC #4077 EAGAN, MINNESOTA DeP 11,_,ft Blgms Deptlh _F._t. Blows PILL' NUMBER: 0-1 30-31 _ PILE LOCATION:_ Center of West Garage 1-2 31-32 GENERAI. IrIRORMATION; - 2-3 _ 32-33 Type of Vi Ie __St-_eP _pdpe_.(.32")- 3-4 _ 33-34 Diameter 8 5/8" 4-5 _ 34-35 Type of Hammer.-Link Bel-t..4.40,- 5-6 _ 35-36 Energy Itnr. i ng . ].8,200 ft-,Lb 6-7 36-37 Date Driven 11-11-98 7-8 37-38 Date Poured 8-9 38-39 ELEVATIQNS: 9-10 39-40 4 Grade - 10-11 40-41 3 Top Pile Cap I1-12 41-42 4 Cut-Off -813-14_1 _ 12-13 42-43 9 Tip 13-14 43-44 11 PLleE._ILNG'1'f{: 14-15 44-45 14 Below Cut-Off 15-16 45-46 FINAL PENETRATION: 16-17 46-47 (blows/inCh) 17-18 47-48 LOAD CAPACITY 18-19 48-49 Planned ?S tnn. 19-20 49-50 Calculated nu 20-21 50-51 2 1- 2 2 51-52 REM?RI?S 22-23 52-53' 23-24 53-54 -- --,._.___._---__---- ._---. _- 24-25 54-55 25-26 55-56 26-27 56-57 27-28 57-58 ---. - ...._- --- ? -- - 28-29 58-59 29-30 59-60 PROFESSIONAL ENGINEERING CONSULTANTS, INC. 203 LITTLE CANADA ROAD, SUITE 280 - ST. PAUL, MN. 55117 PILE FOUNDATION SYSTEM 3682-3684 ROBIN LANE PL'C #4077 EAGAN, MINNESOTA Depth,_Ft Blows Depth, V. Blows PILE NUMBER: #30--_-_ 0-1 30-31 _ PILE LOCATION: 1-2 _ 31-32 GENERAI. 1.NFOW!_gTlQN; Garage 2-3 _ 32-33 Type of file -- --Steed-Pipe- (.32„) 3-4 33-34 Diameter" 4-5 34-35 _ Type of Iltuumer.1, nk3me1t 440 5-6 35-36 Energy Rating 18 200 ft-lb 6-7 36-37 Date Driven 11-11-98 7-8 37-38 Date Poured N/A 8-9 38-39 ELEYAT1cjNS: 9-10 39-40 3 Grade 10-11 40-41 4 Top Pile car, 11-12 41-42 5 _ Cut-off 81.3.1.4'. 12-13 42-43 9 Tip 13-14 43-44 7 PILE-L I NG'1,11 14-15 44-45 - s2 Below CuL-Off 471-3" 15-16 45-46 ii FINAL_PENET'RA1I9N: --- 16-17 46-47 i3 (blows/inch) 17-18 47-48 LOAD CA_PAL'1_T_1_' - 18-19 48-49 Planned 25 tons 19-20 49-50 Calculated nK 20-21 50-51 21-22 51-52 DEh?A_FtKS 22-23 52-53 -------------- 23-24 53-64 - 24-25 54-55 25-26 - -- - 55-56 26-l7 56-57 27-28 57-58 G4 /?F C? ??- -- ----- - 28-29 58-59 29-30--- 59-60 PROFESSIONAL ENGINEERING CONSULTANTS, INC. 203 LITTLE CANADA ROAD, SUITE 280 - ST. PAUL, MN. 55117 PILE FOUNDATION SYSTEM 3682-3684 ROBIN LANE PEC #4077 EAGAN, MINNESOTA Degttt,_,R-t Bloyt? - D L-11 ..1?t.._ Blows PILE rlur115HU: 0-1 _ 30-31 _ PILE L(WATION:-_Center- of S_Wan of 1-2 31-32 GENERAI, IN!"(41MATION; Garages 2-3 32-33 Type of 1•ile _-Sty-pips-(.32") 3-4 33-34 Diameter 4-5 34-35 Type oI' Ilammet•_Link Belt 440... 5-6 35-36 Energy Ital.ing ._l8,2,gq_ft-1b--- -- 6-7 36-37 Date Driven _11_< A8 _-.- . 7-8 37-38 5 Date Poured 8-9 38-39 5 ELEVATIONS: 9-10 39-40 5 Grade _ 10-11 40-41 5 Top Pile cap 11-12 _ 41-42 7 Cut-Off 813.14' 12-13 42-43 11 Tip _ --------- __ __- 13-14 _ 43-44 14 PILE LENGTH: 14-15 44-45 18 Below Cut-Off 45'-0" _ 15-16 45-46 FINAL_PENET$4TI0N: 16-17 46-47 (blows/irich ) 17-18 47-48 LOAD CAPA91TY 18-19 48-49 Planned 25 tons 19-20 49-50 Calculated OK 20-21 50-51 21-22 51-52 REMARKS: 22-23 52-53 23-24 53-54 24-25 54-55 --- -- - ---- ----- 25-26 55-56 26-27 56-57 27-28 57-58 U 28-29 58-59 29-30 59-60 PROFESSIONAL ENGINEERING CONSULTANTS, INC. 203 LITTLE CANADA ROAD, SUITE 280 - ST. PAUL, MN. 55117 PILE FOUNDATION SYSTEM 3682-3684 ROBIN LANE EAGAN, MINNESOTA DeQth,_-Ft Blows Dey_th,__1?1tt 0-1 30-31 1-2 _ 31-32 2-3 _ 32-33 3-4 33-34 4-5 34-35 5-6 35-36 6-7 36-37 7-8 37-38 8-9 38-39 9-10 39-40 10-11 40-41 11-12 41-42 12-13 42-43 13-14 43-44 14-15 44-45 15-16 45-46 16-17 46-47 17-18 47-48 18-19 48-49 19-20 49-50 20-21 50-51 21-22 51-52 22-23 52-53 23-24 53-54 24-25 54-55 25-26 55-56 26-27 56-57 27-28 57-58 28-29 58-59 29-30 59-60 Blows PEC #4077 PILE NUHHER: __#32 PILE LOCATION: Center of S Wall of E - - - --- -- GENERAI, It F01(MA Garage 'fIGN1; Type of Pi le __ Steel pipe_( .32") Diameter Type of hammer-_L;sA_3elt 440 Energy Itat.ing Date Driven .11712-98 Date Pouved ELEVATIONS; Grade Top I'i ] e Cap _ Cut:-Off 81314_' __.. Tip PILE LENGTH: Below Cut-Off _421-A".-.__ FINAL -PENETRA-T I-ON: (blows/irich )' LOAD CAPA( ITY Planned 25 tons Calculated OK REMARKS: PROFESSIONAL ENGINEERING CONSULTANTS, INC. 203 LITTLE CANADA ROAD, SUITE 280 - ST. PAUL, MN. 55117 PILE FOUNDATION SYSTEM 3682-3684 ROBIN LANE EAGAN, MINNESOTA PEC #4077 Depth,___r.t B1ows DeI!0L.-'L. B10ws PILE' NUMBER: 0-1 30-31 PILE l u:ATION:-..C-meter of E Garage 1-2 31-32 GENE14Al, INF0 tMA'1'10K; 2-3 _ 32-33 7 Type ul' Pile _Stripe _.(_..25") 3-4 33-34 9 Diameter 8 5/8" 4-5 34-35 --13-- Type of uammec_Link Belt 440 5-6 _ 35-36 11 Energy hating 18,200 ft-lb ..._. ,. 6-7 36-37 16 Date Driven 11-12-98 7-8 37-38 14 _ Date Poured .11712_98_Concrete 8-9 38-39 ELEVAT1QNs: 9-10 39-40 Grade 10-I1 40-41 Top Pile Cap 11 -12 _ 41-42 Cat-Of l' 12-13 42-43 Tip 13-14 _ 43-44 PILE LENGTH: 14-15 44-45 Below Cut-Oft' 181-41, 15-16 45-46 FINAL_13ENETHAT ION: 16-17 46-47 (bl ows/ i ricks ) 17-18 47-48 LOAD CA13AL-ITY 18-19 48-49 Planned . ?s 3=Qt1e ___ -__ 19-20 49-50 Calculated 01C 20-21 50-51 21-22 51-52 REMARKS: 22-23 52-53 23-24 53-54 24-25 54-55 25-26 55-56 - - -- - 26-27 56-57 2 ? ?? 27-28 57-58 ----- ` ? ----- ?-'- 28-29 58-59 29-30 59-60 PROFESSIONAL ENGINEERING CONSULTANTS, INC. 203 LITTLE CANADA ROAD, SUITE 280 - ST. PAUL, MN. 55117 PILE FUUNDATIO14 SYSTEM 3682-3684 ROBIN LANE PEC #4077 EAGAV, MINNESOTA Dept h,_-Ft I31ows De.hthBlows PILL NUMBE'V; #34 0-1 30-31 _ PILE L(WA9'ION: Common wall at N end --------- 1-2 31-32 U ENI RAL ItlFORMATION; of-Garage 2-3 32-33 -?--- Type o I' I i 1 c' _St ^) eQ1- piga_(.. 25 3-4 33-34 Diameter 4-5 -- 34-35 -12 Type of Ifauuur.riiniS__Ao?t-440 .. 5-6 _ 35-36 13 Energy Itat i ug 18,200-f#=lb 6-7 36-37 ,_10 Date Driven -- 7-8 37-38 Date Poured -11-12--98-Concrete 8-9 38-39 ELEVAT) ONS: 9-10 39-40 Grade 10-11 40-41 Top Pile Cap 11-12 41-42 _ Cut-Off $05..84• __...---- 12-13 42-43 _ Tip 13-14 - 43-44 PILE LENGTH: 14-15 44-45 Below Cut-Off 15-16 45-46 FINAL-PENETRATION: 16-17 46-47 (blows /irich ) 17-18 47-48 - - LO-AD CAl'AL1T1' 18-19 48-49 Planned 15 tens -_.. .__ 19-20 49-50 Calculated 20-21 50-51 21-22 51-52 REMARKS: 22-23 52-53 23-24 53-54 - 24-25 54-55 25-26 55-56 - - 26-27 56-57 ' 27-28 57-58IZ -- -- / !'' -- - y 28-29 58-59 29-30 _ 59-60 -- PROFESSIONAL ENGINEERING CONSULTANTS, INC. 203 LITTLE CANADA ROAD, SUITE 280 - ST. PAUL, MN. 55117 PILE FOUNDATION SYSTEM 3682-3684 ROBIN LANE PEC #4077 EAGAN, MINNESOTA Depth,_Et Blowg. Depth.--Vt. Blows PILE NUMBER: -#35 0-1 30-31 _ PILE' l:r,c.arci,N:__-g!_ of-Camron Wall -- --, 1-2 31-32 GENEHAI, Iplq ;Gara ge Wall 2-3 32-33 Type (31' Ili 1 (.25") 3-4 33-34 g Diamel.ei 4-5 34-35 - 9 Type of 11 ait ill c:rLink-Belt- 4 4 0 5-6 35-36 _6 Energy kal. i ng 18,200 ft-lb . 6-7 36-37 _6 Date Driven 7-8 37-38 11 Date Poured _1L-17-98 Concr to 8-9 38-39 12 EL_EVA'I'. QP4iN : 9-10 39-40 Grade 10-11 40-41 Top Pile Cap -- 11-12 41-42 Cut-Off K5. 94'-. ...- 12-13 42-43 Tip 13-14 _ 43-44 PILE_LENCi'f11: 14-15 44-45 Below Cut-Off 15-16 45-46 FINAL l?LNETR.A_TION: 16-17 46-47 (blows/irich I 17-18 47-48 j,OAD CAPA41TY 18-19 48-49 Planned _ 95 ±„gs 19-20 49-50 Calculated ON 20-21 50-51 21-22 51-52 REMARHS: 22-23 52-53 23-24 53-54 24-25 54-55 25-26 55-56 --- - -- - 26-27 56-57 / 27-28 57-58 -1--r-r '- - --- - 28-29 58-59 29-30 59-60 PROFESSIONAL ENGINEERING CONSULTANTS, INC. 203 LITTLE CANADA ROAD, SUITE 280 - ST. PAUL, MN. 55117 PILE FOUNDATION SYSTEM 3682-3684 ROBIN LANE EAGAN, MINNESOTA PEC #4077 D-eptii,_,I t plocgs ne th o #36 !_-:_-P--__ E31wa PILE NUMBER: 0-1 30-31 PILL L(WATION:1_5' W of Conmon Wall on N Garage Wall 1-2 31-32 GEN-HAL INF0111A'T1UN; 2-3 32-33 _ Type of file Steea-pipe (.32") 3-4 33-34 Diameter 8 548"---- 4-5 34-35 Type of If ammer__ljp$_Belt 440 5-6 35-36 _6 Energy Rating _j$,200_ft7lb 6-7 36-37 6 Date Driven 2_98 7-8 37-38 -9 Date Poured 8-9 38-39 8 ELEVATIONS: 9-10 _ 39-40 11 Grade 10-11 40-41 12 Top Pile Cap 11-12 41-42 Cut-Off _ ROS?gg!_,_ _ 12-13 42-43 --- Tip --- 13-14 43-44 _ PILE LENG'1'lf: 14-15 44-45 Below Cut-Off' 40'-6" 15-16 45-46 _ IINAL.PENETRATION: 16-17 46-47 (blows/inch) 17-18 47-48 LOAD__.CAPACITV 18-19 48-49 Planned 7S +nn? 19-20 _ 49-50 Calculated - - -- n-u 20-21 50-51 -- 21-22 51-52 REMAkKS: 22-23 52-53 - -- 23-24 53-54 - ----- -- - -- 24-25 54-55 25-26 55-56 26-27 56-57? -v r F 27-28 57-58 28-29 58-59 29-30 59-60 -- PROFESSIONAL ENGINEERING CONSULTANTS, INC. 203 LITTLE CANADA ROAD, SUITE 280 - ST. PAUL, MN. 55117 PILE FOUNDATION SYSTEM 3682-3684 ROBIN LANE EAGAN, MINNESOTA Blows PILE NUMBER: PILE IAWATION: GENERA!, lNl1))thl Type of File Diameter Type of ' Ilawwc: r Energy IliAt.ing PEC #4077 Depth,_.Ft Dlows Dehth?_ ['t. 0-1 30-31 1-2 31-32 2-3 32-33 3-4 33-34 4-5 34-35 5-6 35-36 6-7 36-37 7-8 37-38 8-9 38-39 9-10 39-40 10-11 40-41 11-12 41-42 12-13 42-43 13-1.1 43-44 14-15 44-45 15-16 45-46 16-17 46-47 17-18 47-48 18-19 48-49 19-20 49-50 20-21 50-51 21-22 51-52 22-23 52-53 23-24 53-54 24-25 54-55 25-26 _ 55-56 26-27 56-57 27-28 57-58 28-29 58-59 29-30 59-60 11 11 19 -12- _#37 SE Corner of Garag-_ AT1ON; Steel pipe (.32") -8 5/8" Link Belt 440 18,200 ft-lb Date Driven 11-12-98 Date Poured N/A ELEVATIONS: Grade Top Pile Cap -- ---_---., _ _ Cut-Of t' 813_ T i p gI LE._1,1NG'1'R Below Cut-Of 1' 40'-3" FINAL _1'ENETkATION: (blows/ i nch ) LOAD AP-ACITY Planned 25 tons Calculated REMARKS: y PROFESSIONAL ENGINEERING CONSULTANTS, INC. 203 LITTLE CANADA ROAD, SUITE 280 - ST. PAUL, MN. 55117 ` PILE FOUNDATION SYSTEM 3682-3684 ROBIN LANE EACAIt, MINNESOTA PVC 44077 Dept.l ,_, EL Mows Depttly_ Rte. ]lows 0-1 ---- - - 30-31 _6_ - - 1-2 3 1- 3 2 _ll 2-3 ---- - 32-33 - 10 - - 3-4 ----- -- 33-34 10 4-5 34-35 - _8 5-6 35-36 7A 6-7 36-37 _ - 7-8 _ 37-38 - 8-9 _ 38-39 9-10 39-40 10-11 40-41 11-12 41-42 12-13 42-43 13-14 _ 43-44 14-15 _ 44-45 _ 15-16 45-46 16-17 46-47 17-18 _ 47-48 18-19 48-49 19-20 49-50 20-21 50-51 21-22 51-52 22-23 52-53 23-24 - 53-54 _ 24-25 _ 54-55 25-26 55-56 26-27 56-57 27-28 57-58 28-29 58-59 29-30 8 --- - 59-60 1'111•: miti .:lc: #38 P 1 1.IS Lu, .Al l i ui : _ .8' N of SE Corner of (;IC[t}•:It?1l, t[it?ilcDl A" UtI; Garage- Tyl,e -I I'i l,: .Steel pipe (.32") Diumel.r:v 8 5/8" TyPe of Ilawun:r Link-13,--It 440 Enerby Itut ir,y -1.8;-200-ft-lb Deit.e Driven 71-1.2-98 Da Le Po,ll•e,I N/A- ELIVA't'lofi.t: Grade TOP Pile cap Cut-oft' _813.14' Tip Below Cut-O1•t- 1':NAL_j'ENET'Ii,Q'1'ION: (blows/inch) -- LOAD QAPM.:1TV Planned Calculated - EJAMS: i PROFESSIONAL ENGINEERING CONSULTANTS, INC. 203 LITTLE CANADA ROAD, SUITE 280 - ST. PAUL, MN. 55117 PILE FOUNDATION SYSTEM 3682-3684 ROSIN LANE PEC #4077 EAGAN, MINNESO'T'A DepLlk,__F,t 0-1 _-- 1-2 2-3 - 3-4 _ 4-5 5-6 6-7 7-8 8-9 9-10 10-11 11-12 12-13 13-14 14-15 15-16 16-17 _ 17-18 18-19 19-20 20-21 21-22 22-23 23-24 24-25 Blows Depth, Ft. 30-31 31-32 32-33 33-34 34-35 35-36 36-37 37-38 38-39 39-40 40-41 41-42 42-43 43-44 44-45 45-46 46-47 47-48 48-49 49-50 50-51 51-52 52-53 53-54 54-55 55-56 56-57 57-58 58-59 59-60 PILE NUNIA-R: #40 PII,E Iru A'I'ION: _ SW Corner of Garage GENERA!, INlOUM ATION; Type o 1' I, i 1 e _ Steel_lDipe (.32") - . Diameter 8 5/8" Type of Nawmer -Link Balt.440 Energy Pa 1.ing 1$,-2 0_ft_,b,- Date Driven _11=12-48 Date Poured ELEVATIONS: Grade -- Top Pile Cap Cut-Of 1' 813.15'-- - - Tip PILE -LENUTH: Below Cii1--OPf' _461-8 FINAL-_PENEZ'R_aTION: (blows/inch) LOAD CA1W;1TY Planned 95 tons --.- Calculat-ecl --OK 25-26 26-27 27-28 28-29 29-30 a 6 4 6 5 8 6 8 8 REMARKS: PROFESSIONAL ENGINEERING CONSULTANTS, INC. 203 LITTLE CANADA ROAD, SUITE 280 - ST. PAUL, MN. 55117 PILE FOUNDATION SYSTEM 3682-3684 ROBIN LANE PEC #4077 EAGAN, MINNESOTA LePLl1,- l:t Ajows Depth..-[?L_ 1?_1sHS PUL IdUMISLI(: #39 0-1 -----'- 30-31 - Pf l.li Lw': I IuN: . 12.'. N . of SW Cornjar of 1-2 31-3'L GENEIt I. 1111",I(MAT10II; Garage- -3 ------- --' 32-33 - --- -_ - Tyl,e c,)' 1.)1,: Ste?-1 pipe (. 32 3-4 -------- 33-34 ?- Diamet.,:r 85/8" 4-5 i----- 34-35 - - Type of II<u„m.:rLin -- ]{ B elt 440 5-6 35-36 -- Ener6Y It..l iny g 18,200ft-lb 6-7 36-37 8 Date Dri •e:i, l.],-12-98 7-8 ------ 37-38 7 _ Dace P„ure,1 NIA 8-9 38-39 6 $LEVA'1'ICiN: 9-10 _ 39-40 6 _ Grade 10-11 40-41 5 Top Pilo cap - - 11-12 -- 41-42 5 _ `- -- ___ Cut-Of l' 813_ L4 12-13 42-93 6 Tip 13-14 43-44 8 PII•B_1•I_N1;'!'ll: ---- - 14-15 _ 44-45 9 Below CuL-Off j_ , 15-16 45-46 FINAL- PENETRATION: 16-17 46-47 (blows/inchI 17-18 - 47-48 ------- LOAD CgPAcATY 18-19 48-49 Planned 25 tons 19-20 _ 49-50 _ Calculated OK 20-21 50-51 21-22 _ 51-52 REMARKS: 22-23 52-53 2 3 - 2 4 - 53-54 _ 24-25 _ 54-55 25-26 55-56 26-27 56-57 27-28 57-58 -- ..... ,?_ C 28-29 _ 58-59 29-30 i- _ 59-60 Use BLUE or BLACK Ink r C o f Eapft For Office Lase itV T Il Permit i I L J Permit Fee: IL! a.' 3830 Pilot Knob Road t Eagan MN 55122 Date Received: Phone: (651) 675 -5675 r r) Fax: (651) 675 -5694 Staff: 2009 RESIDENTIAL BUILDING PERMIT APPLICATION r, i Date: I Site Address: j ,lC._ ,F /7 i �"J Zy) Tenant: 4 1" 1�'v Suite RESIDENT OWNER Name: 5 Phone: 6/). 7Cl'Y7 7 Address City Zip: ,,r te v- :Y Applicant is: Owner Contractor TYPE OF WORK Description of work: kc? c? 4`, 7 Construction Cost: L�/ (;7 0 Multi- Family Building: (Yes No V CONTRACTOR Name: License Address: City: State: Zip: Phone: Contact Person: 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: NOTE: Plans and supporting documents that you submit are considered to be public information, Portions of the information may be classified as nonpublic' if you provide specific reasons that would permit the City to conclude that they are trade secrets. I hereby acknowledge that this information is complete and accurate; that the work will be in conformance with the ordinances and codes of the City of Eagan; that I understand this is not a permit, but only an application for a permit, and work is not to start without a permit; that the work will be in accordance with the approved plan in the case of work which requires a review and approval of plans. Applicant's Printjd Name Applicant's 'gnature Page 1 of 3 PERMIT City of Eagan Permit Type:Building Permit Number:EA126796 Date Issued:09/10/2014 Permit Category:ePermit Site Address: 3682 Robin Lane Lot:011 Block: 01 Addition: Blackhawk Acres 5th PID:10-14304-01-011 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 by law in ALL single family homes . Quy Bui 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 - Murray Weiss 3682 Robin Lane Eagan MN 55121 Exteriors Plus Llc 12481 Rhode Island Avenue Savage MN 55378 (952) 345-3408 Applicant/Permitee: Signature Issued By: Signature