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1855 Silver Bell Rd9_o6? 2007 COMMERCIAL BUILDING PE T APPLICATION City Of Eagan 3830 Pilot Knob Road, Eagan Mn Telephone # 651-675-5675 a 0?;. :?" s • Structural Plans (2) sets - Self Report (1) Architectural (2) set • civil Plans (2) • Cenibcate of Survey (1) Array (1) ' CerUficata of Survey (1) - Structural Plans (2) (1) • Code Analysis (1) •• • Architectural Plans (2) sets Key Plan (1) • Project Specs (1) O HVAC units reci'd. on bldg elev. /rite plan Master Exit Pla (1) • Spec Insp & Testing Schedule (1) •• - Civil Plans (2) Energy Calculations (1) not always- • Soils Report (1) - Landscaping Plans (2) Elec. Power & Lighting Form (1) not always" • Meter size must be established - Code Analysis (1) Meter size must be established-!} applicable 1 - Energy Calculations (1) - J • Emergency Response Site Plan (1) J - Spec. Insp. & Testing Schedule (1) •• J I - Electric Power & Lighting Form " (11 j J - Project Specs (1) J J - Master Exit Plan (1) J • SAC determination -call 651-602-1000 • SAC determination - call 651-602-1 000 SAC determination- call 651-602.1000 - File Stopping Submittals - Fire Suppression/Alarm Form - Meter size must be established Call MN Dept of Health at 651-2014500 for details regarding food & beverage or lodging facitities. »r Contact Building tnspecdoar to see ifft is required and fora sample. *** Permit for new building or addition will not be processed without Emergency Response Site Plan. Date 67 Construction Cost l>bdp? Site Address 55 !5. % u e_a_ L I pL ()tit/ !p # Zo`-1 Lc'SG+ ? ?P 12 Tenant Name ormer Tenant Name )3v Description of Work ?e? s_L C:IG Property OwnerCpuNCr-??wnc?rJ }MtiH 2vv.?r`? Telephone#(?3t?C1- Applicant is: _ Owner X Contractor Contact #: (4/'Z) Z_qZ - Z, j,j / I Contractor LNCc> C'or.+ Srrte,?? ? Address 59Gc-.1 ' 7/ s? yy c N City State `Yl/V Zip Telephone#(742 142y- TArq ArehlEngr Registratien # Address City State Zip Telephone N Licensed plumber installing new sewer/Water service: Phone #: L-) t hereby apply for a Conuttere[al Building Pemnt and aclaw%ledge that the information is compute and accurate; that the work will be in conformance with the ordinances and codes of the City of Fagan and the State of MN Statutes; 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. i L?l?Nle ?h?st5/?r??1? Applicant's Printed Natn- e DO NOT WRITE BELOW THIS LINE Sub Types ? 01 Foundation ? 26 Public Facility ? 30 Accessory Building ? 14 Apartments ? 27 Commercial/Industrial '# 32 Ext Alt Apartments ? 15 Lodging ? 28 Greenhouse ? 34 Ext Alt-Commercial ? 25 Miscellaneous ? 29 Antennae ? 35 Ext Alt-Public Facility ? 37 Nail Salon Work Types ? 31 New ? 35 Int Improvement ? 36 Demolish (Interior) ? 44 Siding ? 32 Addition ? 36 Move Bldg. ? 42 Demolish (Foundati on) ? 45 Fire Repair ? 33 Alteration ? 37 Demolish (Bldg)` ? 43 Reroof ? 46 Wrndows/Doors 34 Replacement 'Demolition Building - Give PCA handout to applicant Valuation veo '0d Plan Rev 100%_ 25%_ SAC Units Nbr. of Units Nbr. of Bldgs Fire Sprinklered Required Inspections Footings (new bldg) Footings (deck) _ Footings (addition) _ Foundation Drain Tile Driveway Apron Roof Ice Pr -Decking Framing V Type of Const Occupancy ? Zoning Stories Sq. Ft. Length Insul _ Final _ Width MCES System City Water Booster Pump PRV Fireplace _ R.I. -Air Test -Final Insulation Sheetrock Final/C.O. Final/No C.O. Other Pool Ftgs _ Air/Gas Tests _ Final Siding _ Stucco Lath _ Stone Lath - Final Windows Final CIO Inspection: Schedule Fire Marshal to be present. _ Yes -No Approved By: Planning 'wilding Inspector Base Fee Surcharge Plan Review SAC-MCES SAC-City SIN Permit S/W Surcharge Treatment Plant Treatment Plant (Irrigation) Park Dedication Trail Dedication Water Quality Water Supply & Storage (WAC) Financial Guarantee Storm Sewer Trunk Sewer Lateral Sewer Trunk Street Water Lateral Water Trunk Other Total 0 2007 COMMERCIAL BUILDING PExmff ICATION City Of Eagan /fit 3830 Pilot Knob Road, Eagan Mn 55 Ch Tekpbone 1F 651-673-5675 OAT I (l C'/ 41 r? 2Dp j _/ . _ 4l, _ 9 // ... . • Structural Reno (2)sa0e - soda Repot {t) • Ptmis (2) ON • Ciao Plane (2) . Carldicale of Survey (1) Cods l+) -' • Cowxde of Survey (1) • Sbudredl Plans, rn - Project spars (+) • Code Analysts (1) •• • Architectural Plana (2) sets . Key Plan (1) Prated Space (1) 6 HVAC unite read. an bldg elev . I site pan . Master Exit Plan (1) Spec rosin & Testing Schedule (1) - • Civil Plans (2) • Energy Calculations (1) not always- • SWIs Repo , (t) s- . lAndepeWng Rene (2) • Flec. Power & i ighypg Form alway (1) neC Motor else must be oetablished • Code Analysis 0) - • Motor else must be eetabllshoc14 applicable • Energy Calculations (1) J Emergency Response Site Plan (1) - J ` Spec. lnep.& Testing Schedule (1)•• 1 . Cfecvro Power & Lighting Form (1) 1 . Palled Space (1) ) I .Master Exh Plan (1) ) . SAC deternmation - coil 851802.1000 . SAC detemanatlon - Call 851802-1 000 • SAC determination -C101051-1302-100D . "a FAOggmg 6uinrAws, . Fire Suppression/Alarm Form • Meter Size Met be established Call NN Dept of Health at 651-201.45011 for details regardiog food & beverage or lodging facibtles. +• Coaled Balldlwtg trtspccttorct ao ace If it is tegainxl and tore sorrpta. ••• Permit for AM building or addit(on wit] dot be processed without Ernergen y Response Site Plan. -- - ConstraellonCost C] -_ vote- JO-14_-' c4 sire Address u Ste a -zov, z r? .`S'a5??3iC _----- Tea,rtFom,er'Tenant Nature Daacrlptlolo of Work -- Property Owner Telephone it (46-a- f?Q - ?f ass' 4 Applicants: _ Owner X Contractor Contact N: (41'L) SZ -e,-? 39I Contractor Lni Co ?S?.r Srbt?S Cesar-c.t'C° - - -- Address ?dC?sr ?_- -- City ?/LR? y soak ?'1,IV __ ----------- zip??J?-[--_ Tekph,tmt#(7G?9.922 7"A C-q._. ArLWf,, T Address state Zip . _--._- Telephone N ( ) .----- - ---' i Licensed plum-r inlttalling aswarlwater service: -? Phone #: { tsneby apply f0c a C'Minuxctai li uttdsclg I-emit am ewiaw wleage MU me trwormeewst is cACwp,aw v.va s ,ax, W w um wti,... «,.. ,w wnfomiance with the ordinarim and wdas of the City of Pagan and the State of MN St autos; S underitand this is not a permit, but only an application for a pemiit, and work is not to start without a permit; that the work will be in accordance with the approved plan in the care of work which requires a review and approval of plans. jy01=? rr? t?•._ ,.----- - - - ---- Applicant's Printed Noun Applicant's gttatare DO NOT WRITE BELOW THIS LINE Sub Types ? 01 Foundation ? 26 Public Facility ? 30 Accessory Building ? 14 Apartments' ? 27 Commercial/Ind ustrial It% 32 Ext Alt-Apartments ? 15 Lodging ? 28 Greenhouse 34 Ext Alt-Commercial ? 25 Miscellaneous ? 29 Antennae ? 35 Ext Alt-Public Facility ? 37 Nail Salon Work Types ? 31 New ? 35 Int Improvement ? 38 Demolish (Interior) ? 44 Siding ? 32 Addition ? 36 Move Bldg. ? 42 Demolish (Foundation) ? 45 Fire Repair ? 33 Alteration ? 37 Demolish (Bldg)" ? 43 Reroof ? 46 Windows/Doors 7L 34 Replacemmnt 'Demolition Building - Give PCA handout to applicant ,,,,,,? Valuation ?,?,, - Type of Const V 13 - Width Plan Rev 100%_ 25%_ - Occupancy R -z MCES System SAC Units Zoning 2 City Water Nbr. of Units Stories Booster Pump Nbr. of Bldgs Sq. Ft. PRV Fire Sprinklered Length Required Inspections Footings (new bldg) _ Fireplace _ R.I. - Air Test -Final Footings (deck) _ Insulation Footings (addition) _ Sheetrock _ Foundation _ Final/C.O. _ Drain Tile FinaVNo C.O. _ _ Driveway Apron Decking Ice Pr Roof Final _ Insul _ Other _ Pool _ Ftgs _ Air/Gas Tests _ Final _ _ Framing _ _ Siding _ Stucco Lath _ Stone Lath -_ Final Windows Final C/O Inspection: Schedule Fire Marshal to be present. Approved By: Planning Yes _ No Building Inspector Base Fee Surcharge Plan Review SAC-MCES SAC-City S/W Permit SAN Surcharge Treatment Plant Treatment Plant (Irrigation) Park Dedication Trail Dedication Water Quality Water Supply & Storage (WAC) Financial Guarantee Stone Sewer Trunk Sewer Lateral Street Water Lateral Other Total Sewer Trunk Water Trunk 2007 COMMERCIAL BUILDING PEF City Of Eagan 3830 Pilot Knob Road, Eagan Mn Telephone Y 651-675.5673 f Ocr I-$ ???) a(I7.;2- 17.' ; .. . ... T . - :. r;. . S41K>baa1 Piano (2) oft • Soft Report (1) . v - (2) loose • Civil plans (2) • cerviom of Survey (1) . Cade Anaiyeie (1) • Conficele d sur4 y (1) • Stanchest Plans (2) • Prayed Specs (1) • Code Analysis (1) • Architectural Plans (2) sets • Key Plan (1) • Project Specs (1) 4 HVAC units rsq'd. on bldg elev. /site plan . Matter Exit Plan (1) • Spec Insp 3 Testing Schedule (1) ^ . Civil Plans (2) • Energy Calculations (1) not always- • $ate R,@pp(( (1) 1..4ndac90n.g mans (?) .ilea Power $ (2ghtlng Form (1) not always- . Meter size must be established • Code Analysis (1) •• • Meter size must be established-if applicable . Energy Calculations (1) j • Emergency Response Site Plan (1) •' ) I • Spec. Insp.$ Testing Schedule (1) ) . Electric Power & Ugftting Form . (1) ^ 1 . Project Specs (1) j 1 • Master Exit Plan (1) ) . SAC determination - call e51.002-1000 . SAC determination - call 051802-1 000 . SAC determination - ctdi e51?n2.1ttaa Fite Sitopgng %uommatt . Fire Suppreaeion/Alarm Form . Meter size must be established Call MN Dept of Health at 651.201-0500 for details regarding food & beverage or lodging feenlUes. ++ C'omectBWldingbtspecdonsbseciflt7seagttLadaedPoraeaagple. re. Permit for WE building or sddl[lon will not be processed without Emergency Response Site Plan. o? t Data 61 /4 _1 O : CmtstactlanCos i)''Z,.,i1S SiteAddrae $55 7r1uGYi ( ?L.L ? Tenant Nis" ? Uniti eNZ1.5,-Zj6- Former Tenant Name tiet. pt? C_1'- Description of Work _ Property Owner Cain wcsb tl t?~ .,.< Telephone AppNcant is: _ Owner Y Contractor Contact N: l?a12) ?_gZ -Z cj / Contractor C d o r.s Sr t?avC C r r a _,?wG __ _,_ Address rROC, '7/'Au I-- N City14lrLnet Ctl Sate _jY) N ArehlEage _--- Registration ri Address City: State - _ -----.__-,-- - Zip _ _ Tdephone N ( ) ._.? Licensed plumber installing )lgjp( saworiwater service: Phone 0: (`? _ I hereby apply for a Commercial Building Permit and wAnowtedge. that dw information is complete and accurvA, that tbs work wig be in conformance with the ordinances and codes of the City of Fagan and the State of MN Sultanas; l 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. ?4NlV1P. Ui5Gt?9d r Applicant's Printed Name T Applicant's gnattim DO NOT WRITE BELOW THIS LINE Sub Types ? 01 Foundation ? 26 Public Facility ? 30 Accessory Building ? 14 Apartments ? 27 Commercial/Industrial )?; 32 Ext Alt-Apartments ? 15 Lodging ? 28 Greenhouse ? 34 Ext Alt-Commercial ? 25 Miscellaneous ? 29 Antennae ? 35 Ext Alt-Public Facility ? 37 Nail Salon Work Types ? 31 New ? 35 Int Improvement ? 36 Demolish (interior) ? 44 Siding ? 32 Addition ? 36 Move Bldg. ? 42 Demolish (Foundation ) ? 45 Fire Repair, ? 33 Alteration ? 37 Demolish (Bldg)` ? 43 Reroof ? 46 Windows/Doors 34 Replacement 'Demolition Building - Give PCA handout to applicant Valuation '9000.19c?' >,? /3 Width Type of Const ' 25% _ Plan Rev 100% ? Occupancy I? - z MCES System _ SAC Units Zoning - Y City Water Nbr. of Units Stories Booster Pump Nbr. of Bldgs Sq. Ft. PRV Fire Sprinklered Length Required Inspections Footings (new bldg) _ Fireplace _ R.I. - . Air Test -Final _ LO Footings (deck) - Insulation Footings (addition) _ Sheetrock _ Foundation Final/C.O. _ Drain Tile _ FinaVNo C.O. _ _ Driveway Apron Decking lee Pr Roof _ Other Final _ Pool _ Ftgs _ _ Insul Air/Gas Tests _ Final _ _ Framing _ - Siding _ Stucco Lath _ Stone Lath _ Final Windows Final C/O Inspection: Schedule Fire Marshal to be present. Yes No Approved By: Planning Building Inspector - __ ?-' - Base Fee Surcharge Plan Review SAC-MCES SAC-City S/W Permit S1W Surcharge Treatment Plant Financial Guarantee Treatment Plant (Inigation) Stone Sewer Trunk Park Dedication Sewer Lateral Sewer Trunk Trail Dedication Street Water Quality Water Lateral Water Trunk Water Supply & Storage (WAC) Other Total 2007 COMMERCIAL BUILDING PERMiT City Of Eagan 3830 Pilot Knob Road, Eagan Mn 55 pCT Telephone p 651-673.5675 - `yam It? 7/) C G%t-rxv'-' folly .. :: ._ : :.. SLnwlRal plus insets • Soho Report (1) : (2) set . Civil plane In Camenata of Survey (1) Bads l+r " . CBFWh eta d Survey (+) • Structural Plats (2) • Pr*d spew (1) • Code Analysis (1) " • Architectural Plans (2) set • Key Plan (1) • Project Spats (1) 0 MVAC urvt road. on ado Nev . /aft plan . Master Exit Plan (1) • Spec Insp & Testing Schedule (1) • Civil Plans (2) . Energy Calculations (1) not always- • $0116 R4pgrt (1) • 4en4aoaping Plans (3) . hlec. Povpr & lighting Form (1) not slweys- • Meter size must be established • Code Analysis (1) •• • Meter size must be established-It applicable 1 • Energy Calculators (1) • Emergency Response Site Plan (1) I • Spec. Insp.& Testing Schedule (1) •• 1 ( • Efecate Power & Ughsng Form (1) ^ J j . Project Specs (1) j 1 . Master Exit Plan (1) 1 • SAC determination -call 651-602-1000 . SAC determination ..call 651802.1 000 SAC dstemanation - cNl 651802-1000 • Fire stopping smernatsls . Fire Suppresaion/Alarm Form . Meer size must be established Call MN Dept of Health at 651.201-0500 for details regarding food dt beverage or lodging, faeaniee. +? Cord&otDrd?I?tearpecNommexit'lt7rmquLadeadhrreaenrFrle. •'" Permit forWX building or addition will not be processed without Emergency Response Site Plan. Daft f6 ) /4 ) 6- Constractlon Coat Site Address i %5S fir) %jP_n_ % L. Tannat N _ Fortner Tenant Name l31 Ge Descriptlon of Work Nom' "? , Property Owner C_cr_? Telephone Applicant is; Owner X Contractor Contact #1 (61 L) ?-ZZ : Z 4 r Zr?a?c-r Contractor L2?`.e ?oyv._? r?,v ?wC _ l Address 9?0a `"71 sr y.F u G -lV ) ---^ City L.c]/L'?.'RTJ 8atee VYl/y ---__---- 7Ap _ Tekp6ow#(7e c{??- 7_?G'-l AnWl,ngr Y^,-___ R"hwatlon# Address ,. City State __ _- ?alp _ . Telephone # ( ) Licensed plumber installing pgg( sewedwater service:,- . Phone I haaab% apply for a CAmrtsaNal &AWmg Permit and ackrwwtedge that the utfontiahon is oomay to and weAw tea; that the work wi8 be in conformance with the ordinances and codes of the City of Eagan and the State of MN Statutes: I understand this is not a pernlit, 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 Printed Name Api DO NOT WRITE BELOW THIS LINE Sub Types ? 01 Foundation ? 26 Public Facility 0 30 Accessory Building ? 14 Apartments ? 27 Commercial/Industrial p 32 Ext Alt-Apartments ? 15 Lodging ? 28 Greenhouse ? 34 Ext Alt-Commercial 0 25 Miscellaneous 0 29 Antennae 0 35 Ext Alt-Public Facility ? 37 Nail Salon Work Types ? 31 New ? 35 Int Improvement ? 38 Demolish (Interior) ? 44 Siding ? 32 Addition ? 36 Move Bldg. ? 42 Demolish (Foundation) ? 45 Fire Repair ? 33 Alteration ? 37 Demolish (Bldgp ? 43 Reroof ? 46 Windows/Doors 34 Replacement 'Demolition Building - Give PCA handout to applicant Valuation 00 Type of Const Width Plan Rev 100%_ 25%_ Occupancy - Z MCES System SAC Units Zoning City Water Nbr. of Units Stories Booster Pump Nbr. of Bldgs Sq. Ft. PRV Fire Sprinklered Length _ Required Inspections Footings (new bldg) _ Fireplace _ R.I. _ Air Test _ Final Footings (deck) _ Insulation Footings (addition) _ Sheetrock _ Foundation _ Final/C.O. _ _ Drain Tile ?O FinaVNo C.O. . _ Driveway Apron _ Other _ Decking Roof Ice Pr - Final _ Insul _ Pool _ Ftgs _ Air/Gas Tests _ Final _ Framing ` - Siding _ Stucco Lath _ Stone Lath -Final windows Final C/O Inspection: Schedule Fire Marshal to be present. _ Yes -No Approved By: Planning Building Inspector Base Fee Surcharge Plan Review SAC-MCES SAC-City S/W Permit S/W Surcharge Treatment Plant Treatment Plant (Irrigation) Park Dedication Trail Dedication Water Quality Water Supply & Storage (WAC) Financial Guarantee Storm Sewer Trunk Sewer Lateral Street Water Lateral Other Total Sewer Trunk Water Trunk 0090 4 501,00 2007 COMMERCIAL BMD]NG PERhflT APPLICATION City Of Eagan 3830 Pilot Knob Road, Eagan Mn 55122 6?)4; 19A13 Telephone # 651-675-5675 ! 0 Plans are considered public information unless you state they are trade secret and why. 60 • Structural Plans (2) seta • Soils Report (1) • Architectural Plans (2) sofa • Civil Plana (2) • Certificate of Survey (1) Code Analysis (1) • Certificate of Survey (1) • Structural Plans (2) Project Spam (1) • Code Analysis (1) • Architectural Plans (2) sets • 'Key Plan (1) • Project Spars (1) oe wvAC units req'd. on bldg elev.! site plan Master Exit Plan (1) • Spec insp & Testing Schedule (1) " • CMI Puns (2) Frrergy Calculations (1) not always'' • Soils Report (1) • Landscaping Plans (2) Elec. Power & Lighting Form (1) not ahvayv- • Meter size must be established • Code Analysis (1) Meter size must be established-if applicable J • Energy Calculations (1) . Emergency Response Site Plan (1) J • Spec. Insp. & Testing Schedule (1) J • Electric Power & Llghting Form (1) 1 • Project Specs (1) J J • Master EYn Plan (1) J . SAC determination - call 651-602-1000 • SACdetermination - cell 551-602-1 000 • SAC determination - call 651.6M400 - Fire Stopping Submittals • Fire SuppressioniAlarm Form Meter size must be established call MAT Dept of Health at 651-201-4500 for details regarding food & beverage or lodging feeilities. ss Contact Building bapecrioas to see if k is required and fora sample. '• ` Pit fbr new building or addition will not be processed without Emergency Response Site Plan. Date lb / 3 /r-7 Construction Cost So 6`6J. 'S ^ Site Address !'Q 1? te?- 6 1I ' Unitfste # 1( oZI I t? Tenant Name ?G ,t3'?'r mrtuK I{ v6-e. Former Tenant Name Description of Work a1 ?`4wt? v? A A >oAe-,` Aar- property Owner Telephone#( ) Applicant IS: _Owner X Contractor contact m ( &I n`t•) 'r1$`7 i 0 Contractor & ream a rho Address O A61 LA=1?-SIti t?n '?b •.-. /V- City a? r?vrtnQ o, Pea /f' 5 State ro /1/ Zip 5-5q I t Telephone # (!0l7.) a$:--Z -!!°I I f h LF, 9 \l L? D Arch/Engr Registration Address City State Zip Telephone#( ) Licensed plumber installing nsw sawedwater service: Phone #: ( I hereby apply for a Commercial Building Permit and acknowledge that the information is complete and accurate; that the work will be in conformance with the ordinances and codes of the City of Eagan and the State of MN Statutes; I understand #ds 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 >?ccordance with?he appravpd?lan in the case of work which requites a review and approval of plans. n ?] Applicant's Printed Name Ap'plicant's Signatain 100'd HL6-SH-Z96 'ON Xtld uollonaisuoo wooiD yid 9Z ZO Q3111/LOOZ1£01100 6LL7 6z6 2S6 DO NOT WRITE BELOW THIS LINE Sub Types ? 01 Foundation W; .14 Apartments 0 ' 15 Lodging ? 25 Miscellaneous Work Types ? 31 New ? 32 Addition e 33 Alteration ? 34 Replacement ? 26 Public Facility ? 27 Commercial/Tndustrial ? 28 Greenhouse ? 29 Antennae ? 35 Int Improvement ? 38 ? 36 Move Bldg. ? 42 ? 37 Demolish (Bldg)` ? 43 -Domolnlon Building - Give PCA hand valuation, '*^ -'Plan Rev 100%? "25% SAC Units Nbr. of Units Nbr. of Bldgs -? Fire Sprinklered Required Inspections - Footings (new bldg) - Footings (deck) Footings (addition) Foundation Drain Tile Driveway Apron Type of Const ? 30 Accessory Building. . ? 32, EM Alt Apartments ? " 34 Ext Alt-Commercial q 35 Ext Alt-Public Facility ? . 37 Nail Salon Demolish (Interior) ? 44 Siding Demolish (Foundation) ? 45 Fire Repair Retool P 46 Windows/Doors wt to applicant Occupancy 1G.1. Zoning ?- Stories Sq. Ft. Length Roof Tee Pr _ Decking _ Insul _ Feral Framing Width MCES!Systens' City Water Boaster Pump PRV' f Fireplace _ R.I. _ Air Test _ Final Insulation Sheetrock _ Final/C.O. Finsl/No C.O. _ Other Pool _ Ftgs _ Air/Gas Tests Final Siding _ Stucco Lath - Stone Lath _ Final _ Windows Final C/O Inspection: Schedule Fire Marshal to be present. - Yes Z'0 Approved By: Planning 16, 4 Building Inspector Base Fee Surcharge Plan Review SAGMCES SAC-City S/W Permit S/W Surcharge Treatment Plant Treatment Plant (Irrigation) Park Dedication Trail Dedication Water Quality Water Supply & Storage (WAC) sir,714W /S, s'O Financial Guarantee Storrs Sewer Trunk Sewer Lateral . Street Water Lateral Other 92 ya:f tai = R. 00 Taal ? . D d 5-01.60 Sewer Trunk Water Trunk ZOO 'd 6L0-6Z6-Z56 '0N Xdd u0110nI1su0) w0019 Wd LZ:ZO a9hVLOOZA01100 CITY OF EAGAN Remarks Addition Fagan Metro 2nd Addition Lot 2 Blk 1 Parcel #10 224S1 jgt?g.i Owner Street1855 Silver Bell Rd Gar #22 state Eagan, MN 55122 Improvement Date Amount Annual Years Payment Receipt Date STREET SURF. STREET RESTOR. GRADING SAN SEW TRUNK SEWER LATERAL WATERMAIN WATER LATERAL WATER AREA STORM SEW TRK STORM SEW LAT CURB & GUTTER SIDEWALK STREET LIGHT WATER CONN. BUILDING PER. PARK CITY OF EAGAN Remarks Addition Fagan Metro 2nd Addn?s? -Lot Garage #22 Bik Parcel 10 22451 195 01 Owner StreJ855 Silver Bell Road Stagagan, MN 55122 Improvement Date Amount Annual Years Payment Receipt Date STREET SURF. STREET R ESTOR. GRADING SAN SEW TRUNK SEWER LATERAL WATERMAIN WATER LATERAL WATER AREA STORM SEW TRK STORM SEW LAT CURB & GUTTER SIDEWALK STREET LIGHT WATER CONN. BUILDING PER. SAC PARK CITY OF EAGAN Remarks Addition Eagan Metro 2nd Addition Lot 2 elk 1 Parcel #10 22451 196 Ol Owner Street1855 Silver Bell Rd Gar #23 State Eagan, MN 55122 Improvement Date Amount Annual Years Payment Receipt Date STREET SURF. STREET RESTOR. GRADING SAN SEW TRUNK SEWER LATERAL WATERMAIN WATER LATERAL WATER AREA STORM SEW TRK STORM SEW LAT CURB & GUTTER SIDEWALK STREET LIGHT WATER CONN. BUILDING PER. SAC CITY OF EAGAN Remarks Addition Eazan Metro 2nd Addn Lot& Owner S,,,; 855 Silver __T_a-Parcel lu t.c.ey?l .i7v vl State Lc ganr MN 5?122 Improvement Date Amount Annual Years Payment Receipt Date STREET SURF. STREET RESTOR. GRADING SAN SEW TRUNK SEWER LATERAL WATERMAIN WATER LATERAL WATER AREA STORM SEW TRK STORM SEW LAT CURB & GUTTER SIDEWALK STREET LIGHT WATER CONN. BUILDING PER. SAC CITY OF EAGAN Remarks ^ Addition Fagan Metro 2nd Addition Lot 2 Blk 1 Parcel #10 22451 197 01 Owner streetl855 Silver Bell Rd Gar #24 state Eagan, MN 55122 Improvement Date Amount Annual Years Payment Receipt Date STREET SURF. STREET RESTOR. GRADING SAN SEW TRUNK SEWER LATERAL WATERMAIN WATER LATERAL WATER AREA STORM SEW TRK STORM SEW LAT SIDEWALK STREET LIGHT WATER CONN. WILDING PER. SAC PARK CITY OF EAGAN Remarks iU 2?51 1w 01 Addition Eagan Metro 2nd Addn I otGarage 1121 elk Panel Owner stre1t?SilverreIl?cr agan, M ))122 Improvement Date Amount Annual Years Payment Receipt Date STREET SURF. STREET RESTOR. GRADING SAN SEW TRUNK SEWER LATERAL WATERMAIN WATER LATERAL WATER AREA STORM SEW TRK STORM SEW LAT CURB & GUTTER SIDEWALK STREET LIGHT WATER CONN. BUILDING PER. SAC PARK CITY OF EAGAN Remarks Addition Eagan Metro 2nd Addition Lot 2 Blk 1 Parcel #10 22451 198 01 Owner Street185S Silver Bell Rd Gar #25 State Eagan, MN 55122 Improvement Date Amount Annual Years Payment Receipt Date STREET SURF. STREET RESTOR. GRADING SAN SEW TRUNK SEWER LATERAL WATERMAIN WATER LATERAL WATER AREA STORM SEW TRK STORM SEW LAT CURB & GUTTER SIDEWALK STREET LIGHT WA CITY OF EAGAN Remarks Addition Fagan Metro 2nd Addn Lot Garage #25 Bilk F'? Poa?ragancel 10 22451 198 01 Owner Streetl$55 Silver Bell Road Stat?, MN 55122 Improvement Date Amount Annual Years Payment Receipt Date STREET SURF. STREET RESTOR. GRADING SAN SEW TRUNK SEWER LATERAL WATERMAIN WATER LATERAL WATER AREA STORM SEW TRK STORM SEW LAT CURB & GUTTER SIDEWALK STREET LIGHT WATER CONN. BUILDING PER. SAC PARK CITY OF EAGAN Remarks Addition Eagan Metro 2nd Addition Lot 2 Blk 1 Parcel #10 22451 199 01 Owner Street1855 Silver Bell Rd Gar #26 State Eagan, MN 55122 Improvement Date Amount Annual Years Payment Receipt Date STREET SURF. STREET RESTOR. GRADING SAN SEW TRUNK SEWER LATERAL WATERMAIN WATER LATERAL WATER AREA STORM SEW TRK STORM SEW LAT CURB & GUTTER SIDEWALK STREET LIGHT WATER CONN. BUILDING PER. SAC PARK CITY OF EAGAN Owner R Garage #26 Blk Parcel 10 22451 199 01 =r Bell Road StateFagan, M[Q 55122 Improvement Date Amount Annual Years Payment Receipt Date STREET SURF. STREET RESTOR. GRADING SAN SEW TRUNK SEWER LATERAL WATERMAIN WATER LATERAL WATER AREA STORM SEW TRK STORM SEW LAT CURB & GUTTER SIDEWALK STREET LIGHT WATER CONN. BUILDING PER. SAC PARK CITY OF EAGAN Remarks Addition Eagan Metro 2nd Addition Lot 2 Bilk 1 Parcel #10 22451 200 01 Owner Street1855 Silver Bell Rd Gar #27 State Eagan, MN 55122 BLDG. #1 Improvement Date Amount Annual Years Payment Receipt Date STREET SURF. STREET RESTOR. GRADING SAN SEW TRUNK SEWER LATERAL WATERMAIN WATER LATERAL WATER AREA STORM SEW TRK STORM SEW LAT CURB & GUTTER SIDEWALK STREET LIGHT WATER CONN. BUILDING PER. SAC PARK CITY OF EAGAN Remarks Addition Eapa Owner n Metro 2nd Addn r? Lot Garage #27 Blk StreA55 Silver Bell Road -Parcel Stat 10 224.51 200 01 MN 55122 Improvement Date Amount Annual Years Payment Receipt Date STREET SURF. STREET RESTOR. GRADING SAN SEW TRUNK SEWER LATERAL WATERMAIN WATER LATERAL WATER AREA STORM SEW TRK STORM SEW LAT CURB & GUTTER SIDEWALK STREET LIGHT WATER CONN. BUILDING PER. SAC PARK CITY OF EAGAN Remarks Addition Eagan Metro 2nd Addition Lot 2 alk 1 Parcel #10 2245.1 201 01 Owner Street1855 Silver Bell Rd Gar #28 State Eagan, MN 55122 Improvement Date Amount Annual Years Payment Receipt Date STREET SURF. STREET RESTOR. GRADING SAN SEW TRUNK SEWER LATERAL WATERMAIN WATER LATERAL WATER AREA STORM SEW TRK STORM SEW LAT CURB & GUTTER SIDEWALK STREET LIGHT WATER CONN. BUILDING PER, SAC PARK CITY OF EAGAN Remarks Addition Eagan Metro 2nd Addn Lot Garage #28 Blk Parcel 10 22451 201 01 1855 Silver Bell Road State Eagan, 512 Owner Street Improvement Date Amount Annual Years Payment Receipt Date STREET SURF. STREET RESTOR. GRADING SAN SEW TRUNK SEWER LATERAL WATERMAIN WATER LATERAL WATER AREA STORM SEW TRK STORM SEW LAT CURB & GUTTER SIDEWALK STREET LIGHT WATER CONN. BUILDING PER. SAC PARK CITY OF EAGAN Remarks Addition Eagan Metro 2nd Addition Lot 2 Ilk 1 Parcel #10 22451 202 01 Owner Streat1855 Silver Bell Rd Gar #29 State Eagan MN 55122 BLDG. #1 Improvement Date Amount Annual Years Payment Receipt Date STREET SURF. STREET RESTOR. GRADING SAN SEW TRUNK SEWER LATERAL WATERMAIN WATER LATERAL WATER AREA STORM SEW TRK STORM SEW LAT CURB & GUTTER SIDEWALK STREET LIGHT WATER CONN. BUILDING PER. SAC PAR K CITY OF EAGAN Remarks Addition Ea= Metro 2nd Addny Lot Garage #29 Blk ?' ?P'aar?cel 10 22451 202 01 M 55122 Owner Stree 855 Silver Bell Road state ' Improvement Date Amount Annual Years Payment Receipt Date STREET SURF. STREET R ESTOR. GRADING SAN SEW TRUNK SEWER LATERAL WATERMAIN WATER LATERAL WATER AREA STORM SEW TRK STORM SEW LAT CURB & GUTTER SIDEWALK STREET LIGHT WATER CONN. BUILDING PER. SAC CITY OF EAGAN Remarks Addition Eagan Metro 2nd Addition Lot 2 Elk 1 Parcel #10 22451 203 01 Owner Street1855 Silver Bell Rd Gar #30 State Eagan, MN 55122 Improvement Date Amount Annual Years Payment Receipt Date STREET SURF. STREET RESTOR. GRADING SAN SEW TRUNK SEWER LATERAL WATERMAIN WATER LATERAL WATER AREA STORM SEW TRK STORM SEW LAT CURB & GUTTER SIDEWALK STREET LIGHT WATER CONN. BUILDING PER. SAC PARK CITY OF EAGAN Remarks Addition Ea7an Metre 2nd Addn Lot G. Owner $2fe } 55 Silver Parcel __ --I'- __1 __ State gan' Improvement Date Amount Annual Years Payment Receipt Date STREET SURF. STREET RESTOR. GRADING SAN SEW TRUNK SEWER LATERAL WATERMAIN WATER LATERAL WATER AREA STORM SEW TRK STORM SEW LAT CURB & GUTTER SIDEWALK STREET LIGHT WATER CONN. BUILDING PER. SAC PARK CITY OF EAGAN Remarks AdditionRagan Metr© 2nd Addition Lot 2 Blk 1 Parcel #10 agd51 204 Ol Owner Street 1855 Silver Bell Rd Gar #31 State Eagarn. MN 55122 Improvement Date Amount Annual Years Payment Receipt Date STREET SURF. STREET RESTOR. GRADING SAN SEW TRUNK SEWER LATERAL WATERMAIN WATER LATERAL WATER AREA STORM SEW TRK STORM SEW LAT CURB & GUTTER SIDEWALK STREET LIGHT WATER CONN. K CITY OF EAGAN Remark! Addition Eagan Metro 2nd Addn LotGara e #31 Blk Parcel 10 22451 204 01 Owner StreeJ855 Silver Bell Road Stata?ganr MN 55122 Improvement Date Amount Annual Years Payment Receipt Date STREET SURF. STREET RESTOR. GRADING SAN SEW TRUNK SEWER LATERAL WATERMAIN WATER LATERAL WATER AREA STORM SEW TRK STORM SEW LAT CURB & GUTTER SIDEWALK STREET LIGHT WATER CONN. BUILDING PER. SAC PARK CITY OF EAGAN Remarks Addition Eagan Metro 2nd Addition Lot 2 Blk 1 Parcel #10 22451 205 01 Owner street 1855 Silver Bell Rd Gar #32 Stara Eagan, MN 55122 Improvement Data Amount Annual Years Payment Receipt Date STREET SURF. STREET RESTOR. GRADING SAN SEW TRUNK SEWER LATERAL WATERMAIN WATER LATERAL WATER AREA STORM SEW TRK STORM SEW LAT CURB & GUTTER SIDEWALK STREET LIGHT WATER CONN. BUILDING PER. SAC PARK CITY OF EAGAN Remarks 10 22451 2M 01 Addition Eagan Metro 2nd Addn pt Garage #32 Blk Parcel IAN Owner Street 1?3i'lver oa State Wigan, Improvement Date Amount Annual Years Payment Receipt Date STREET SURF. STREET RESTOR. GRADING SAN SEW TRUNK SEWER LATERAL WATERMAIN WATER LATERAL WATER AREA STORM SEW TRK STORM SEW LAT CURB & GUTTER SIDEWALK STREET LIGHT WATER CONN, BUILDING PER. SAC PARK CITY OF EAGAN Remarks Addition Eagan Metro 2nd Addition Lot 2 elk 1 Parcel #10 22451 206 01 Owner Street1855 Silver Bell Rd Gar #33 State Eagan, MN 55122 Improvement Date Amount Annual Years Payment Receipt Date STREET SURF. STREET RESTOR. GRADING SAN SEW TRUNK SEWER LATERAL WATERMAIN WATER LATERAL WATER AREA STORM SEW TRK STORM SEW LAT CURB & GUTTER SIDEWALK STREET LIGHT WATER CONN. BUILDING PER. SAC PARK CITY OF EAGAN Remarks Addition Eagan Metro 2nd Addn Lot Garage #33 elk Parcel 10 22451 206 01 Owner Streetl$55 Silver Bell Road stataEaganr MN 55122 Improvement Date Amount Annual Years Payment Receipt Date STREET SURF. STREET RESTOR. GRADING SAN SEW TRUNK SEWER LATERAL WATERMAIN WATER LATERAL WATER AREA STORM SEW TRK STORM SEW LAT CURB & GUTTER SIDEWALK STREET LIGHT WATER CONN. BUILDING PER. SAC PARK CITY OF EAGAN Remarks Addition Eagan Metro 2nd Addition Lot 2 Blk 1 Parcel #10 22451 207 01 1855 Silver Bell Rd Gar 3 Eagan, 55122 Owner Street State Improvement Date Amount Annual Years Payment Receipt Date STREET SURF. STREET RESTOR. GRADING SAN SEW TRUNK SEWER LATERAL WATERMAIN WATER LATERAL WATER AREA STORM SEW TRK STORM SEW LAT CURB & GUTTER SIDEWALK STREET LIGHT WATER CONN. BUILDING PER. SAC PARK CITY OF EAGAN Remarks Addition Ea= Metro 2nd Addn Lot Garage #3'/ Slk Parcel _ 10 22451 207 01 Owner Stree?855 Silver Bell Road State Eagan, MN 55122 Improvement Date Amount Annual Years Payment Receipt Date STREET SURF. STREET RESTOR. GRADING SAN SEW TRUNK SEWER LATERAL WATERMAIN WATER LATERAL WATER AREA STORM SEW TRK STORM SEW LAT CURB & GUTTER SIDEWALK STREET LIGHT WATER CONN. BUILDING PER. SAC PARK CITY OF EAGAN Remarks Addition Ragan Metro 2nd Addition Lot 2 Blk 1 Parcel #10 22451 208 01 Owner Street1855 Silver Bell Rd Gar #35 State Eagan, MN 55122 BLDG. #1 Improvement Date Amount Annual Years Payment Receipt Date STREET SURF. STREET RESTOR. GRADING SAN SEW TRUNK SEWER LATERAL WATERMAIN WATER LATERAL WATER AREA STORM SEW TRK STORM SEW LAT CURB & GUTTER SIDEWALK STREET LIGHT WATER CONN. BUILDING PER. SAC CITY OF EAGAN Remarks 10 22451 208 01 Addition Eagan Metro 2nd Addn Lnt Garage 35 elk Parcel Owner Stree?855 Silver Bell Road State Eagan, MN 55122 Improvement Date Amount Annual Years Payment Receipt Date STREET SURF. STREET RESTOR. GRADING SAN SEW TRUNK SEWER LATERAL WATERMAIN WATER LATERAL WATER AREA STORM SEW TRK STORM SEW LAT CURB & GUTTER SIDEWALK STREET LIGHT WATER CONN. BUILDING PER. SAC CITY OF EAGAN Remarks Addition Metro 2nd Addition Lot 2 Blk 1 Parcel #10 22451 209 01 Owner Street 1855 Silver Bell Rd Gar #36 state Eagan MN 55122 Improvement Date Amount Annual Years Payment Receipt Date STREET SURF. STREET RESTOR. GRADING SAN SEW TRUNK SEWER LATERAL WATERMAIN WATER LATERAL WATER AREA STORM SEW TRK STORM SEW LAT CURB & GUTTER SIDEWALK STREET LIGHT WATER CONN. BUILDING PER. SAC PARK CITY OF EAGAN Owner k Parcel 10 22451 209 01 StateF.,ag211, MN 55122 Improvement Date Amount Annual Years Payment Receipt Date STREET SURF. STREET RESTOR. GRADING SAN SEW TRUNK SEWER LATERAL WATERMAIN WATER LATERAL WATER AREA STORM SEW TRK STORM SEW LAT CURB & GUTTER SIDEWALK STREET LIGHT WATER CONN. BUILDING PER. SAC PARK CITY OF EAGAN Remarks Addition Eagan Metro 2nd Addition Lot 2 Blk 1 Parcel #10 22451 2.10 01 Owner Street1855 Silver Bell Rd Gar #37 state Eagan MN 55122 Improvement Date Amount Annual Years Payment Receipt Date STREET SURF. STREET RESTOR. GRADING SAN SEW TRUNK SEWER LATERAL WATERMAIN WATER LATERAL WATER AREA STORM SEW TRK STORM SEW LAT CURB & GUTTER SIDEWALK STREET LIGHT WATER CONN. BUILDING PER. SAC PARK CITY OF EAGAN Remarks Addition Fagan Mel-.m 2nd Addn Lot Garage #37 Blk Parcel 10 22451 210 01 Owner StreA55 Silver Bell Road State Eagan, M 55122 Improvement Date Amount Annual Years Payment Receipt Date STREET SURF. STREET RESTOR. GRADING SAN SEW TRUNK SEWER LATERAL WATERMAIN WATER LATERAL WATER AREA STORM SEW TRK STORM SEW LAT CURB & GUTTER SIDEWALK STREET LIGHT WATER CONN. BUILDING PER. CITY OF EAGAN Remarks Addition Fagan Metro 2nd Addition Lot 2 Blk 1 Parcel #10 22451 211 01 Owner Streetl855 Silver Bell Rd Gar #38 State Eagan, MN 55122 Improvement Date Amount Annual Years Payment Receipt Date STREET SURF. STREET RESTOR. GRADING SAN SEW TRUNK SEWER LATERAL WATERMAIN WATER LATERAL WATER AREA STORM SEW TRK STORM SEW LAT CURB & GUTTER SIDEWALK STREET LIGHT WATER CONN. BUILDING PER. SAC PARK CITY OF EAGAN Remarks Addition Ewan Metro 2nd Addn Lot Garage #38 Blk Parcel 10 22451 211 01 Owner Streetl$55 Silver Bell Road state Eagan, MN 55122 Improvement Date Amount Annual Years Payment Receipt Date STREET SURF. STREET RESTOR. GRADING SAN SEW TRUNK SEWER LATERAL WATERMAIN WATER LATERAL WATER AREA STORM SEW TRK STORM SEW LAT CURB & GUTTER SIDEWALK STREET LIGHT WATER CONN. BUILDING PER. SAC PARK CITY OF EAGAN Addition Pagan Metro 2nd Additinn Lot 2 Aik 1 Parcel #10 72451 212 01 Owner Stmet1855 Silver Bell Rd Gar #39 state Eagan MN 55.122 B1AG. #1 Improvement Date Amount Annual Years Payment Receipt Date STREET SUR F. STREET RESTOR. GRADING SAN SEW TRUNK SEWER LATERAL WATERMAIN WATER LATERAL WATER AREA STORM SEW TRK STORM SEW LAT CURB & GUTTER SIDEWALK STREET LIGHT WATER CONN. BUILDING PER. SAC PARK CITY OF EAGAN Addition Faga Owner Remarks n Metro 2nd Addn LoG-a-mge #39 BIk Streetl$55 Silver Bell Road Parcel 10 22451 212 01 State Fagm, MN 55122 Improvement Date Amount Annual Years Payment Receipt Date STREET SURF. STREET RESTOR. GRADING SAN SEW TRUNK SEWER LATERAL WATERMAIN WATER LATERAL WATER AREA STORM SEW TRK STORM SEW LAT CURB & GUTTER SIDEWALK STREET LIGHT WATER CONN. BUILDING PER. SAC PARK CITY OF EAGAN Addition Eagan Metro 2nd Addition Lot 2 Blk 1 Parcel #10 22451 213 01 Owner Street1855 Silver Bell Rd Gar #40 State Eagan, MN 55122 BLDG. #1 Improvement Date Amount Annual Years Payment Receipt Date STREET SURF. STREET RESTOR. GRADING SAN SEW TRUNK SEWER LATERAL WATERMAIN WATER LATERAL WATER AREA STORM SEW TRK STORM SEW LAT CURB & GUTTER SIDEWALK STREET LIGHT WATER CONN. BUILDING PER. SAC PARK CITY OF EAGA? Metro 2nd ARe Barks arage Addition QQI1 L +0 lk 1U 22451 213 Ul l E69 l r M! 55t22 LSel Owner Street 1 VCi O State ci71 Improvement Date Amount Annual Years Payment Receipt Date STREET SURF. STREET RESTOR. GRADING SAN SEW TRUNK SEWER LATERAL WATERMAIN WATER LATERAL WATER AREA STORM SEW TRK STORM SEW LAT CURB & GUTTER ' SIDEWALK STREET LIGHT WATER CONN. BUILDING PER. SAC PARK CITY OF EAGAN Remarks Addition Eagan Metro 2nd Addition Lot 2 Blk 1 Parcel #10 22451 214 01 Owner street 1855 Silver Bell Rd Gar #41 State Eagan, MN 55122 BLDG. #1 Improvement Date Amount Annual Years Payment Receipt Date STREET SURF. STREET RESTOR. GRADING SAN SEW TRUNK SEWER LATERAL WATERMAIN WATER LATERAL WATER AREA STORM SEW TRK STORM SEW LAT CURB & GUTTER SIDEWALK STREET LIGHT WATER CONN. BUILDING PER. SAC PARK CITY OF EAGAN Remarks Addition Eagan Metro 2nd Addn Lot Garage 41 Blk Owner Street 1855 Silver Bell Road ,,P,,a,,,,r.c,,e,.ll,, 10 2215 21L 01 State77..++ Eagan, MN 55122 Improvement Date Amount Annual Years Payment Receipt Date STREET SURF. STR E ET R ESTO R. GRADING SAN SEW TRUNK SEWER LATERAL WATERMAIN WATER LATERAL WATER AREA STORM SEW TRK STORM SEW LAT CURB & GUTTER SIDEWALK STREET LIGHT WATER CONN. BUILDING PER. SAC CITY OF EAGAN Remarks Addition Eagan Metro 2nd Addition Lot 2 Bilk 1 Parcel #10 22451 215 01 Owner Street1855 Silver Bell Rd Gar #42 State Eagan MN 55122 BLDG. #1 Improvement Date Amount Annual Years Payment Receipt Date STREET SURF. STREET RESTOR. GRADING SAN SEW TRUNK SEWER LATERAL WATERMAIN WATER LATERAL WATER AREA STORM SEW TRK STORM SEW LAT CURB & GUTTER SIDEWALK STREET LIGHT WATER CONN. BUILDING PER. SAC PARK CITY OF EAGAN Remarks Addition Faun Metro 2nd Addn Lot Carame 42 Blk Parcel 10 22Lk51 215 01 Owner Streetl$55 Silver Bell Road StateEagant MN 55122 Improvement Date Amount Annual Years Payment Receipt Date STREET SURF. STREET RESTOR. GRADING SAN SEW TRUNK SEWER LATERAL WATERMAIN WATER LATERAL WATER AREA STORM SEW TRK STORM SEW LAT CURB & GUTTER SIDEWALK STREET LIGHT WATER CONN. BUILDING PER. SAC CITY OF EAGAN Remarks Addition Eagan Metro 2nd Addition Lot 2 Blk 1 Parcel #10 22451 216 01 Owner Street1855 Silver Bell Rd Gar # 43 State Eagan MN 55.122 BLDG. #1 Improvement Date Amount Annual Years Payment Receipt Date STREET SURF. STREET RESTOR. GRADING SAN SEW TRUNK SEWER LATERAL WATERMAIN WATER LATERAL WATER AREA STORM SEW TRK STORM SEW LAT CURB & GUTTER SIDEWALK STREET LIGHT WATER CONN. BUILDING PER. SAC PARK CITY OF EAGAN Remarks Addition Fagan Metro 2nd Addn apt G?ar?age #43 Ik Parcel 10 22451 21 0 1655 Owner Street liver bell FUWLl +clganr 55122 State Improvement Date Amount Annual Years Payment Receipt Date STREET SURF. STREET R ESTOR. GRADING SAN SEW TRUNK SEWER LATERAL WATERMAIN WATER LATERAL WATER AREA STORM SEW TRK STORM SEW LAT CURB & GUTTER SIDEWALK STREET LIGHT WATER CONN. BUILDING PER. SAC PARK CITY OF EAGAN Remarks Addition Eagan Metro 2nd Addition Lot 2 elk 1 Parcel #10 22451 217 01 Owner Street 1855 Silver Bell Rd Gar #44 glare Eagan MN 55122 BLDG. #1 Improvement Date Amount Annual Years Payment Receipt Date STREET SURF. STREET R ESTOR. GRADING SAN SEW TRUNK SEWER LATERAL WATERMAIN WATER LATERAL WATER AREA STORM SEW TRK STORM SEW LAT CURB & GUTTER SIDEWALK STREET LIGHT WATER CONN. BUILDING PER. SAC PARK CITY OF EAGAN Remarks t Addition Eagan Metro 2nd Addn Ga ? ver Owner Street 1655 i Improvement Date Amount Annual Years Payment Receipt Date STREET SURF. STR E ET R ESTO R. GRADING SAN SEW TRUNK SEWER LATERAL WATERMAIN WATER LATERAL WATER AREA STORM SEW TRK STORM SEW LAT CURB & GLITTER SIDEWALK STREET LIGHT WATER CONN. BUILDING PER, SAC PARK k ?. Parcel 122 41 vi CITY OF EAGAN _ Remarks Addition Eagan Metro 2nd Addition Lot 2 Blk 1 Parcel #10 22451 218 01 1855 Silver Bell Rd Gar #45 Eagan, MN 55122 Owner Street State Improvement Date Amount Annual Years Payment Receipt Date STREET SURF. STREET RESTOR. GRADING SAN SEW TRUNK SEWER LATERAL WATERMAIN WATER LATERAL STORM SEW TRK STORM SEW LAT CURB & GUTTER SIDEWALK STREET LIGHT WATER CONN. BUILDING PER. SAC CITY OF EAGAN Remarks Addition Eagan Metro 2nd Addn ? Garage W RIk Parcel 10 22451 218 01 Owner Street 1855 i-t ?ver Bell Road State Eagan, MN 55122 Improvement Date Amount Annual Years Payment Receipt Date STREET SURF. STREET RESTOR. GRADING SAN SEW TRUNK SEWER LATERAL WATERMAIN WATER LATERAL WATER AREA STORM SEW TRK STORM SEW LAT CURB & GUTTER SIDEWALK STREET LIGHT WATER CONN. BUILDING PER. SAC PARK CITY OF EAGAN Remarks Addition Eagan Metro 2nd Addition Lot 2 Blk 1 Parcel #10 22451 219 01 Owner Street 1855 Silver Bell Rd Gar #46 State Eagan, MN 55122 Improvement Date Amount Annual Years Payment Receipt Date STREET SURF. STREET R ESTOR. GRADING SAN SEW TRUNK SEWER LATERAL WATERMAIN WATER LATERAL WATER AREA STORM SEW TRK STORM SEW LAT CURB & GUTTER SIDEWALK STREET LIGHT WATER CONN. BUILDING PER. SAC CITY OF EAGAN Remarks Addition Ewan Metro 2nd Addn Lot Garage #46 -Rik -Parcel 10 22451 219 Ol Owner Street 1855 Silver Bell Road State Eagant M 55122 Improvement Date Amount Annual Years Payment Receipt Date STREET SURF. STREET RESTOR. GRADING SAN SEW TRUNK SEWER LATERAL WATERMAIN WATER LATERAL WATER AREA STORM SEW TRK STORM SEW LAT CURB & GUTTER SIDEWALK STREET LIGHT WATER CONN. BUILDING PER. SAC PARK CITY OF EAGAN Addition Fngan_Mptrn 9nd Additinn Lot 2 Blk 1 Parcel #10 22451 220 01 Owner streetl855 Silver Bell Rd #47 Gar state Eagan, MN 55122 BLDG. #1 Improvement Date Amount Annual Years Payment Receipt Date STREET SURF. STREET RESTOR. GRADING SAN SEW TRUNK SEWER LATERAL WATERMAIN WATER LATERAL WATER AREA STORM SEW TRK STORM SEW LAT CURB & GUTTER SIDEWALK STREET LIGHT WATER CONN. BUILDING PER. PARK CITY OF EAGAN Remarks - Addition Eagan Metro 2nd Addn Lot Garage #47 61k Parcel 10 22451 220 01 Owner street 185 5 Silver Bell Road State Eagan, MN 55122 Improvement Date Amount Annual Years Payment Receipt Date STREET SURF. STREET RESTOR. GRADING SAN SEW TRUNK SEWER LATERAL WATERMAIN WATER LATERAL WATER AREA STORM SEW TRK STORM SEW LAT CURB & GUTTER SIDEWALK STREET LIGHT WATER CONN. BUILDING PER. SAC PARK CITY OF EAGAN Remarks - Addition Eagan Metro 2nd Addition Lot 2 elk 1 Parcel #10 22451 221 01 Owner Street 1855 Silver Bell Rd Gar #48 State Eagan, MN 55122 Improvement Date Amount Annual Years Payment Receipt Date STREET SURF. STREET RESTOR. GRADING SAN SEW TRUNK SEWER LATERAL WATERMAIN WATER LATERAL WATER AREA STORM SEW TRK STORM SEW LAT CURB & GUTTER SIDEWALK STREET LIGHT WATER CONN. BUILDING PER. SAC PARK CITY OF EAGANEagan Metro 2nd A arks Gara e 4 10 L t ' Ik 22451 221 01 Addition Parcel liver beil pagan, MN 55122 Owner Street State Improvement Date Amount Annual Years Payment Receipt Date STREET SURF. STREET RESTOR. GRADING SAN SEW TRUNK SEWER LATERAL WATERMAIN WATER LATERAL WATER AREA STORM SEW TRK STORM SEW LAT CURB & GUTTER SIDEWALK STREET LIGHT WATER CONN. BUILDING PER. SAC PARK CITY OF EAGAN Addition Eagan Metres-2nd-Addition Lot 2 Blk 1 Parcel #10 22451 222 01 Owner Street 1 RS; .9i 1 Ver Bell Rd Gar #49 State Eagan MN 55.122 Improvement Date Amount Annual Years Payment Receipt Date STREET SURF. STREET RESTOR. GRADING SAN SEW TRUNK SEWER LATERAL WATERMAIN WATER LATERAL WATER AREA STORM SEW TRK STORM SEW LAT CURB & GUTTER SIDEWALK STREET LIGHT WATER CONN. BUILDING PER. SAC PARK CITY OF EAGAN Remarks Addition Eagan Metro 2nd Addn Garage #49 Ik aParcet 10 22451 222 01 Owner Street 1 55 1 ver }Sell H0ad State Pagan, M Improvement Date Amount Annual Years Payment Receipt Date STREET SURF. STR E ET R ESTO R. GRADING SAN SEW TRUNK SEWER LATERAL WATERMAIN WATER LATERAL WATER AREA STORM SEW TRK STORM SEW LAT CURB & GUTTER SIDEWALK STREET LIGHT WATER CONN. BUILDING PER. SAC PARK CITY OF EAGAN Addition Fagan MetT Owner Improvement STREET SURF. STREET RESTOR. GRADING SAN SEW TRUNK SEWER LATERAL WATERMAIN WATER LATERAL WATER AREA STORM SEW TRK STORM SEW LAT CURB & GUTTER SIDEWALK STREET LIGHT WATER CONN. BUILDING PER. SAC PARK Street Lot Garage #50 Rlk Parcel 10 22/1,51 223 W ilver Bell Road State Eagan, MN 55122 Annual Years Payment Receipt Date Date I Amount CITY OF EAGAN Remarks Addition Eagan Metro grid Addition Lot 2 Blk 1 Parcel #10 22451 223 01 Owner Street1855 Silver Bell Rd Gar #50 state Eagan, MN 55122 BLDG. U1 Improvement Date Amount Annual Years Payment Receipt Date STREET SURF. STREET RESTOR. GRADING SAN SEW TRUNK SEWER LATERAL WATERMAIN WATER LATERAL WATER AREA STORM SEW TRK STORM SEW LAT CURB & GUTTER SIDEWALK STREET LIGHT WATER CONN. BUILDING PER. SAC PARK CITY OF EAGAN Remarks Addition Eagan Metro 9nd Addition Lot 2 Blk 1 Parcel #10 22451 224 Ol Owner Street1855 Silver Bell Rd Gar #51 State Eagan, MN 55122 BLDG. #1 Improvement Date Amount Annual Years Payment Receipt Date STREET SURF. STREET RESTOR. GRADING SAN SEW TRUNK SEWER LATERAL WATERMAIN WATER LATERAL WATER AREA STORM SEW TRK STORM SEW LAT CURB & GUTTER SIDEWALK STREET LIGHT WATER CONN. BUILDING PER. SAC PARK CITY OF EAGAN Remarks - Addition Fawn Metro 2nd Addn Lot Garage #51 Rlk Parcel 10 22L51 22L 01 Owner Streetl$55 Silver Bell Road State Fapan, MN 55122 Improvement Date Amount Annual Years Payment Receipt Date STREET SURF. STREET RESTOR. GRADING SAN SEW TRUNK SEWER LATERAL WATERMAIN WATER LATERAL WATER AREA STORM SEW TRK STORM SEW LAT CURB & GUTTER SIDEWALK STREET LIGHT WATER CONN. BUILDING PER. SAC PARK CITY OF EAGAN Remarks Addition Eagan Metro 2nd Addition Lot 2 elk 1 Parcel #10 22451 225 01 Owner Street1S55 Silver Bell Rd Gar #52 State Eagan, MN $5122 BLDG. #1 Improvement Date Amount Annual Years Payment Receipt Date STREET SURF. STREET RESTOR. GRADING SAN SEW TRUNK SEWER LATERAL WATERMAIN WATER LATERAL WATER AREA STORM SEW TRK STORM SEW LAT CURB & GUTTER SIDEWALK STREET LIGHT WATER CONN. BUILDING PER. SAC PARK CITY OF EAGAN Remarks Addition Eagan Metro 2nd Addn Ln?Garage #52 g,k ,'.P,arr.?.,el 10 221 51 225 01 Owner Street 1 55 Silver Bell Road State Eagan, 2 Improvement Date Amount Annual Years Payment Receipt Date STREET SURF. STREET RESTOR. GRADING SAN SEW TRUNK SEWER LATERAL WATERMAIN WATER LATERAL WATER AREA STORM SEW TRK STORM SEW LAT SIDEWALK STREET LIGHT WATER CONN. 6UILDING PER. SAC CITY OF EAGAN Remarks Addition Fagan Mptrn 2nd Addition Lot 2 Blk 1 Parcel #in 22451 226 nl Owner straetl855 Silver Bell Rd Gar #53 State Eagan, MN 55122 Improvement Date Amount Annual Years Payment Receipt Date STREET SURF. STREET RESTOR. GRADING SAN SEW TRUNK SEWER LATERAL WATERMAIN WATER LATERAL WATER AREA STORM SEW TRK STORM SEW LAT CURB & GUTTER SIDEWALK STREET LIGHT WATER CONN. BUILDING PER. SAC PARK CITY OF EAGAN Eagan Metro 2nd Owner Street Improvement Date Amount Annual Years Payment Receipt Date STREET SURF. STREET RESTOR. GRADING SAN SEW TRUNK SEWER LATERAL WATERMAIN WATER LATERAL WATER AREA STORM SEW TRK STORM SEW LAT CURB & GUTTER SIDEWALK STREET LIGHT WATER CONN. BUILDING PER. SAC Parcel 10 22451 226 01 State hiianr MN 55122 CITY OF EAGAN Remarks Addition_$agan"MetTe 2nd Addition Lot 2 elk 1 Parcel #10 22451 227 01 Owner street 1855 Silver Bell Rd Gar #54 State Eagan MN 55122 BLDG. #1 Improvement Date Amount Annual Years Payment Receipt Date STREET SUR F. STREET RESTOR. GRADING SAN SEW TRUNK SEWER LATERAL WATERMAIN WATER LATERAL WATER AREA STORM SEW TRK STORM SEW LAT CURB & GUTTER SIDEWALK STREET LIGHT WATER CONN. BUILDING PER. SAC PARK CITY OF EAGAN Remarks Addition_ Eagan Metro 2nd Addn Lot Garage #54 k Parcel 10 22451 227 01 Owner Street 1855 Silver Bell Road State pagan, Improvement Date Amount Annual Years Payment Receipt Date STR E ET SURF. STREET RESTOR. GRADING SAN SEW TRUNK SEWER LATERAL WATERMAIN WATER LATERAL WATER AREA STORM SEW TRK STORM SEW LAT CURB & GUTTER SIDEWALK STREET LIGHT WATER CONN. BUILDING PER. SAC PARK CITY OF EAGAN Remarks Addition Eagan Metro 2nd Addition Lot 2 Blk 1 Parcel #10 22451 228 01 Owner StreeJl 55 Silver Bell Rd Gar #55 State Eagan MN 55122 Improvement Date Amount Annual Years Payment Receipt Date STREET SURF. STREET RESTOR. GRADING SAN SEW TRUNK SEWER LATERAL WATERMAIN WATER LATERAL WATER AREA STORM SEW TRK STORM SEW LAT CURB & GUTTER SIDEWALK STREET LIGHT WATER CONN. BUILDING PER. SAC PARK CITY OF EAGAN Remarks Addition Fagan Metro 2nd Addn Lot Garage #55 Blk Parcel 10 22451 22 01 Owner Streetl$55 Silver Bell Road state Fagan' Improvement Date Amount Annual Years Payment Receipt Date STREET SURF. STREET RESTOR. GRADING SAN SEW TRUNK I I I ' I ' SEWER LATERAL WATERMAIN WATER LATERAL WATER AREA STORM SEW TRK STORM SEW LAT CURB & GUTTER SIDEWALK STREET LIGHT WATER CONN. BUILDING PER. SAC PARK CITY OF EAGAN Remarks Addition Fagan Mntrn 2nd Addition Lot 2 Blk 1 Parcel #10 22451 229 01 Owner stree1855 Silver Bell Rd Gar #56 state Eagan, MN 55122 Improvement Date Amount Annual Years Payment Receipt Date STREET SURF. STREET RESTOR. GRADING SAN SEW TRUNK SEWER LATERAL WATERMAIN WATER LATERAL WATER AREA STORM SEW TRK STORM SEW LAT CURB & GUTTER SIDEWALK STREET LIGHT WATER CONN. BUILDING PER. SAC PARK CITY OF EAGAN Remarks Addition Eagan Metro 2nd Addn Owner Street 1855 S ver Bell Ik -Parcel 10 22451 229 01 Eagan, MN 55122 Improvement Date Amount Annual Years Payment Receipt Date STREET SURF. STREET RESTOR. GRADING SAN SEW TRUNK SEWER LATERAL WATERMAIN WATER LATERAL WATER AREA STORM SEW TRK STORM SEW LAT CURB & GUTTER SIDEWALK STREET LIGHT WATER CONN. BUILDING PER. SAC PARK CITY OF EAGAN Remarks Addition Ragan Matra grid Addition Lot 2 Blk 1 Parcel #10 22451 330 01 Owner Street1S55 Silver RPII Rd Car #57 State Eagan. MN SS-122 BLDG. #1 Improvement Date Amount Annual Years Payment Receipt Date STREET SURF. STREET RESTOR. GRADING SAN SEW TRUNK SEWER LATERAL WATERMAIN WATER LATERAL WATER AREA STORM SEW TRK STORM SEW LAT CURB & GUTTER SIDEWALK STREET LIGHT WATER CONN. BUILDING PER. SAC PARK CITY OF Metro 2nd Addn tGar, i`Tver - 1855 Street Improvement Date Amount Annual Years Payment Receipt Date STREET SURF, STREET RESTOR. GRADING SAN SEW TRUNK SEWER LATERAL WATERMAIN WATER LATERAL WATER AREA STORM SEW TRK STORM SEW LAT CURB & GUTTER SIDEWALK STREET LIGHT WATER CONN. BUILDING PER. SAC PARK CITY OF EAGAN Remarks Addition Eagan Metro 2nd Addition Lot 2 Blk 1 Parcel #10 22451 231 01 Owner Streetl855Silyer Bell Rd Gar #58 state Eagan, MN 55122 BLDG. #1 Improvement Date Amount Annual Years Payment Receipt Date STREET SURF. STREET R ESTOR. GRADING SAN SEW TRUNK SEWER LATERAL WATERMAIN WATER LATERAL WATER AREA STORM SEW TRK STORM SEW LAT CURB & GUTTER SIDEWALK STREET LIGHT WATER CONN. BUILDING PER. SAC CITY OF EAGAN Remarks Addition Eagan Metro 2nd Addn t Garage h Ik arcel 10 22451 231; 01 Owner iTver oaf , Street State Improvement Date Amount Annual Years Payment Receipt Date STREET SURF. STREET R ESTOR. GRADING SAN SEW TRUNK SEWER LATERAL WATERMAIN WATER LATERAL WATER AREA STORM SEW TRK STORM SEW LAT CURB & GUTTER SIDEWALK STREET LIGHT WATER CONN. BUILDING PER. SAC PARK CITY OF EAGAN Remarks Addition Eagan Metro 2nd Addition Lot 2 Blk 1 Parcel #10 22451 232 01 Owner Street1855 Silver Bell Rd Gar #59 State Eagan, MN 55122 BLDG. #1 Improvement Date Amount Annual Years Payment Receipt Date STREET SURF. STREET RESTOR. GRADING SAN SEW TRUNK SEWER LATERAL WATERMAIN WATER LATERAL WATER AREA STORM SEW TRK STORM SEW LAT CURB & GUTTER SIDEWALK STREET LIGHT WATER CONN. BUILDING PER. SAC PARK CITY OF EAGAN Remarks Addition Eagan Metro 2nd Addn 4qt Garage 5' 10 22451 232 01 gg,k arcel Owner IVE 55-1-22 Street 11VeI1?.03C1 State rag aid, Improvement Date Amount Annual Years Payment Receipt Date STREET SURF. STREET RESTOR. GRADING SAN SEW TRUNK SEWER LATERAL WATERMAIN WATER LATERAL WATER AREA STORM SEW TRK STORM SEW LAT CURB & GUTTER SIDEWALK STREET LIGHT WATER CONN. BUILDING PER. SAC PARK CITY OF EAGAN Addition EaganMetro 2nd Addition Lot 2 Blk 1 Parcel X10 72451 233 01 Owner Street18 Silver Bell Rd Gar #60 State Eagan, MN 55122 BLDG. #1 Improvement Date Amount Annual Years Payment Receipt Date STREET SURF. STREET RESTOR. GRADING SAN SEW TRUNK SEWER LATERAL WATERMAIN WATER LATERAL WATER AREA STORM SEW TRK STORM SEW LAT CURB & GUTTER SIDEWALK STREET LIGHT WATER CONN. BUILDING PER. SAC PARK CITY OF EAGAN Remarks Addition Fagan Metro 2nd Addn LotGara_ e#Nn BIk Parcel 10 224..51. 233 01 Owner Street 1855 Silver Bell Road State East MN 55122 Improvement Date Amount Annual Years Payment Receipt Date STREET SURF. STREET RESTOR. GRADING SAN SEW TRUNK SEWER LATERAL WATERMAIN WATER LATERAL WATER AREA STORM SEW TRK STORM SEW LAT CURB & GUTTER SIDEWALK STREET LIGHT WATER CONN. BUILDING PER. SAC PARK CITY OF EAGAN Remarks Addition Eagan Metro 2nd Addition Lot 2 Blk 1 Parcel #10 22451 234 01 Owner Street1855 Silver Bell Rd Gar #61 State Eagan, MN 55122 BLDG #1 Improvement Date Amount Annual Years Payment Receipt Date STREET SURF. STREET RESTOR. GRADING SAN SEW TRUNK SEWER LATERAL WATERMAIN WATER LATERAL WATER AREA STORM SEW TRK STORM SEW LAT CURB & GUTTER SIDEWALK STREET LIGHT WATER CONN. BUILDING PER. SAC PARK CITY OF EAGAN Remarks Addition Eagan Metro 2nd Addn LQt Garage #'61 eIk Parcel 10 22451 234 01 Owner Street D T5-5 .Sliver 1 koaa c Eagan PIN ))J-22 > Improvement Date Amount Annual Years Payment Receipt Date STREET SURF. STREET RESTOR. GRADING SAN SEW TRUNK SEWER LATERAL WATERMAIN WATER LATERAL WATER AREA STORM SEW TRK STORM SEW LAT CURB & GUTTER SIDEWALK STREET LIGHT WATER CONN. BUILDING PER. PARK CITY OF EAGAN Remarks Addition Eagan Metro 2nd Addition Lot 2 elk 1 Parcel #10 22451 235 01 Owner Street1855 Silver Bell Rd Gar #62State Eagan, MN 55122 Improvement Date Amount Annual Years Payment Receipt Date STREET SURF. STREET RESTOR. GRADING SAN SEW TRUNK SEWER LATERAL WATERMAIN WATER LATERAL WATER AREA STORM SEW TRK STORM SEW LAT CURB & GUTTER SIDEWALK STREET LIGHT WATER CONN. BUILDING PER. SAC PARK CITY OF EAGAN Remarks Addition Eagan Metro 2nd Addn 4 t Garage h 18 5 5 Owner Street 11Ver Yiell I[OaCI State P,agaYle Improvement Date Amount Annual Years Payment Receipt Date STREET SURF. STREET R ESTOR. GRADING SAN SEW TRUNK SEWER LATERAL WATERMAIN WATER LATERAL WATER AREA STORM SEW TRK STORM SEW LAT CURB & GUTTER SIDEWALK STREET LIGHT WATER CONN. BUILDING PER. SAC PARK CITY OF EAGAN Remarks Addition Eagan Metro 2nd Addition Lot 2 Blk 1 Parcel #10 22451 236 01 Owner street 1855 Silver Bell Rd Gar #63 State Eagan, MN 55122 Improvement Date Amount Annual Years Payment Receipt Date STREET SURF. STREET RESTOR. GRADING SAN SEW TRUNK SEWER LATERAL WATERMAIN WATER LATERAL WATER AREA STORM SEW TRK STORM SEW LAT CURB & GUTTER SIDEWALK STREET LIGHT WATER CONN. BUILDING PER. SAC PARK CITY OF EAGAN Addition Eagan Metro Owner R 2nd ?dc`?n Street 1855 Lot Clara___QBIk Silver Bell Road Parcel 10 22.51236 01 State Eagan, MN 55122 Improvement Date Amount Annual Years Payment Receipt Date STREET SURF. STREET RESTOR. GRADING SAN SEW TRUNK SEWER LATERAL WATERMAIN WATER LATERAL WATER AREA STORM SEW TRK STORM SEW LAT CURB & GUTTER SIDEWALK STREET LIGHT WATER CONN. BUILDING PER. SAC PARK CITY OF EAGAN Remarks Addition Eagan Metro 2nd Addn Lot Garage #64 RIk Owner Street 1855 Silver Bell Road Improvement Date Amount Annual Years Payment Receipt Date STREET SURF. STREET R ESTOR. GRADING SAN SEW TRUNK SEWER LATERAL WATERMAIN WATER LATERAL WATER AREA STORM SEW TRK STORM SEW LAT CURB & GUTTER SIDEWALK STREET LIGHT WATER CONN. BUILDING PER. SAC CITY OF EAGAN Remarks Addition Eagan Metro 2nd Addition Lot 2 RIlk 1 Parcel #10 22451 237 01 Owner Street1855 Silver Bell Rd Gar #64 State Eagan, MN 55122 Improvement Date Amount Annual Years Payment Receipt Date STREET SURF. STREET RESTOR. GRADING SAN SEW TRUNK SEWER LATERAL WATERMAIN WATER LATERAL WATER AREA STORM SEW TRK STORM SEW LAT CURB & GUTTER SIDEWALK STREET LIGHT WATER CONN. BUILDING PER. SAC PARK CITY OF EAGAN Remarks Addition Eagan Metre 2nd Addition Lot 2 Blk 1 Parcel #10 22451 238 01 Owner street 1855 Silver Bell Rd Gar #65 state Eagan, MN 55122 BLDG. #1 Improvement Date Amount Annual Years Payment Receipt Date STREET SURF. STREET RESTOR. GRADING SAN SEW TRUNK SEWER LATERAL WATERMAIN WATER LATERAL WATER AREA STORM SEW TRK STORM SEW LAT CURB & GUTTER SIDEWALK STREET LIGHT WATER CONN. BUILDING PER. SAC PARK CITY OF EAGAN Remarks Addition Fagar Mptrn 2nd Addri Lot •ar #65 Blk Parcel 0Owner Street 1$55 Silver Bell Road State Eagan MN 5512 Improvement Date Amount Annual Years Payment Receipt Date STREET SURF. STREET RESTOR. GRADING SAN SEW TRUNK SEWER LATERAL WATERMAIN WATER LATERAL WATER AREA STORM SEW TRK STORM SEW LAT CURB & GUTTER SIDEWALK STREET LIGHT WATER CONN. BUILDING PER. SAC PARK CITY OF EAGAN Remarks Addition Eagan Metro 2nd Addition Lot 2 elk 1 Parcel #10 22451 239 01 Owner Street 1855 Silver Bell Rd Gar #66 State Eagan, MN 55122 BLDG. #1 Improvement Date Amount Annual Years Payment Receipt Date STREET SURF. STREET RESTOR. GRADING SAN SEW TRUNK SEWER LATERAL WATERMAIN WATER LATERAL WATER AREA STORM SEW TRK STORM SEW LAT CURB & GUTTER SIDEWALK STREET LIGHT WATER CONN. BUILDING PER. SAC PARK CITY OF EAGAN Remarks Addition Eat Metro 2nd Addn Lot Garage #66 Blk Parcel 10 22451 239 Ol Owner Street 1655 Silver Bell Road state Eagan, MN 55122 Improvement Date Amount Annual Years Payment Receipt Date STREET SURF. STREET RESTOR. GRADING SAN SEW TRUNK SEWER LATERAL WATERMAIN WATER LATERAL WATER AREA STORM SEW TRK STORM SEW LAT CURB & GUTTER SIDEWALK STREET LIGHT WATER CONN. BUILDING PER. SAC PARK CITY OF EAGAN Remarks Addition Fagan Metro 2nd Addition Lot 2 Bilk 1 Parcel #10 22451 240 01 Owner Straat1855 Silver Bell Rd Gar#67 State Eagan,MN 55122 BLDG. N1 Improvement Date Amount Annual Years Payment Receipt Date STREET SURF. STREET RESTOR. GRADING SAN SEW TRUNK SEWER LATERAL WATERMAIN WATER LATERAL WATER AREA STORM SEW TRK STORM SEW LAT CURB & GUTTER SIDEWALK STREET LIGHT WATER CONN. BUILDING PER. SAC PARK CITY OF EAGAN Remarks Addition gage.4 MetrG 2P Addn LotC?3r@Ve #67 Blk Parcel 18 22451 240 01 Owner Street 1855 Silver Bell Road State Eagan, 55122 Improvement Date Amount Annual Years Payment Receipt Date STREET SURF. STREET R ESTOR. GRADING SAN SEW TRUNK SEWER LATERAL WATERMAIN WATER LATERAL WATER AREA STORM SEW TRK STORM SEW LAT CURB & GUTTER SIDEWALK STREET LIGHT WATER CONN. BUILDING PER. SAC PARK CITY OF EAGAN Remarks Addition Eagan Metro 2nd Addition Lot 2 Blk 1 Parcel #10 22451 241 01 Owner street 1855 Silver Bell Rd Gar #68 State Eagan, MN 55122 BLDG. #1 Improvement Date Amount Annual Years Payment Receipt Date STREET SURF. STREET RESTOR. GRADING SAN SEW TRUNK SEWER LATERAL WATERMAIN WATER LATERAL WATER AREA STORM SEW TRK STORM SEW LAT CURB & GUTTER SIDEWALK STREET LIGHT WATER CONN. BUILDING PER. SAC PARK CITY OF EAGAN Remarks Addition Eamn Metro 2nd Ad n LotCarac2 #68 Blk Parcel 10 22451 21,1 01 Owner Street 1855 Silver Bell Road State Eagan, MN 55122 Improvement Date Amount Annual Years Payment Receipt Date STREET SURF. STREET RESTOR. GRADING SAN SEW TRUNK I I I I ' SEWER LATERAL WATERMAIN WATER LATERAL WATER AREA STORM SEW TRK STORM SEW LAT CURB & GUTTER SIDEWALK STREET LIGHT WATER CONN. BUILDING PER. SAC PARK CITY OF EAGAN Remarks Addition Eagan Metrn 2nd Adllitinn Lot 2 Blk 1 Parcel #10 22451 242 01 Owner Street1555 Silver Bell Rd Gar #69 State Eagan, MN 55122 BLDG. $1 Improvement Date Amount Annual Years Payment Receipt Date STREET SURF. STREET RESTOR. GRADING SAN SEW TRUNK SEWER LATERAL WATERMAIN WATER LATERAL WATER AREA STORM SEW TRK STORM SEW LAT CURB & GUTTER SIDEWALK STREET LIGHT WATER CONN. BUILDING PER. SAC PARK CITY OF EAGAN Remarks Addition Fagan Metro 2nd Addn Lot Garage #69 Blk Parcel 10 22451 242 01 Owner street 1855 Silver Bell Road State Eaganr MN 55122 Improvement Date Amount Annual Years Payment Receipt Date STREET SURF. STREET RESTOR. GRADING SAN SEW TRUNK SEWER LATERAL WATERMAIN WATER LATERAL WATER AREA STORM SEW TRK STORM SEW LAT CURB & GUTTER SIDEWALK STREET LIGHT WATER CONN. BUILDING PER. SAC PARK CITY OF EAGAN Remarks Addition Eagan Metro 2nd Addn Lot Garage #70 @Ik Parcel 10 22451 243 01 Owner Street 1 55 Silver Bell Road State MN 5?122 Improvement Date Amount Annual Years Payment Receipt Date STREET SURF. STREET RESTOR. GRADING SAN SEW TRUNK SEWER LATERAL WATERMAIN WATER LATERAL WATER AREA STORM SEW TRK STORM SEW LAT CURB & GUTTER SIDEWALK STREET LIGHT WATER CONN. BUILDING PER. SAC PARK CITY OF EAGAN Remarks Addition_Enan Metro 2nd Addition Lot 2 Blk 1 Parcel #10 22451 243 01 Owner Street1855 Silver Bell Rd Gar #70 state Eagan, MN 55122 BLDG. #1 Improvement Date Amount Annual Years Payment Receipt Date STREET SURF. STREET RESTOR. GRADING SAN SEW TRUNK SEWER LATERAL WATERMAIN WATER LATERAL WATER AREA STORM SEW TRK STORM SEW LAT CURB & GUTTER SIDEWALK STREET LIGHT WATER CONN. BUILDING PER. SAC PARK CITY OF EAGAN Remarks Addition Fagan Metro 2nd Addition - Lot Owner Street1855 Sih Blk 1 Parcel #10 22451 244 01 11 Rd Gar #71 State Eagan MN 55122 Improvement Date Amount Annual Years Payment Receipt Date STREET SURF. STREET R ESTOR. GRADING SAN SEW TRUNK SEWER LATERAL WATERMAIN WATER LATERAL WATER AREA STORM SEW TRK STORM SEW LAT CURB & GUTTER SIDEWALK STREET LIGHT WATER CONN. BUILDING PER. SAC PARK CITY OF EAGAN Remarks 10 22451 244. 01 Addition Eagan Metro 2nd Addn qqtt Garage #71 A' 11Ver arceant Owner Street State _ Improvement Date Amount Annual Years Payment Receipt Date STR E ET SUR F. STREET RESTOR. GRADING SAN SEW TRUNK SEWER LATERAL WATERMAIN WATER LATERAL WATER AREA STORM SEW TRK STORM SEW LAT CURB & GUTTER SIDEWALK STREET LIGHT WATER CONN. BUILDING PER, SAC PARK CITY OF EAGAN Remarks Addition Ragan Metro 2nd Addition Lot 1 Blk 2 Parcel #10 22451 245 01 Owner Street1855 Silver Bell Rd Gar #72 State Eagan, MN 55122 Improvement Date Amount Annual Years Payment Receipt Date STREET SURF. STREET R ESTO R. GRADING SAN SEW TRUNK SEWER LATERAL WATERMAIN WATER LATERAL WATER AREA STORM SEW TRK STORM SEW LAT CURB & GUTTER SIDEWALK STREET LIGHT WATER CONN. BUILDING PER. SAC PARK CITY OF EAGAN Remarks Addition Eagm Metro 2nd Addn -Lot Garaga; #7.BIk Pare, 10 22451 245 01 Owner Street 1855 Silver Bell Road state Eagan, MN 55122 Improvement Date Amount Annual Years Payment Receipt Date STREET SURF. STREET RESTOR. GRADING SAN SEW TRUNK SEWER LATERAL WATERMAIN WATER LATERAL WATER AREA STORM SEW TRK STORM SEW LAT CURB & GUTTER SIDEWALK STREET LIGHT WATER CONN. BUILDING PER. SAC PARK CITY OF EAGAN Remarks Addition Eagan Metro 2nd Addition Lot 2 Blk 1 Parcel #10 22451 246 01 Owner Street1B55 Silver Bell Rd Car #73 State Eagan MN 55122 Improvement Date Amount Annual Years Payment Receipt Date STREET SURF. STREET RESTOR. GRADING SAN SEW TRUNK SEWER LATERAL WATERMAIN WATER LATERAL WATER AREA STORM SEW TRK STORM SEW LAT CURB & GUTTER SIDEWALK STREET LIGHT WATER CONN. BUILDING PER. SAC PARK rk CITY OF EAGAN TVs Eagan Metro 2nd ?1c?c?n Street .Lot Garage #73 rlk Parcel 10 22L51 246 01 Silver Bell Road State Eagan, MN 55122 Improvement Date Amount Annual Years Payment Receipt Date STREET SURF. STREET RESTOR. GRADING SAN SEW TRUNK SEWER LATERAL WATERMAIN WATER LATERAL WATER AREA STORM SEW TRK STORM SEW LAT CURB & GUTTER SIDEWALK STREET LIGHT WATER CONN. BUILDING PER. SAC PARK CITY OF EAGAN Remarks Addition Fagan Metro 2nd Addition Lot 2 ilk 1 Parcel #10 22451 247 01 Owner Street 1855 Silver Bell Rd Gar #74 State Eagan, MN 55122 Improvement Date Amount Annual Years Payment Receipt Date STREET SURF. STREET R ESTOR. GRADING SAN SEW TRUNK SEWER LATERAL WATERMAIN WATER LATERAL WATER AREA STORM SEW TRK STORM SEW LAT CURB & GUTTER SIDEWALK STREET LIGHT WATER CONN. BUILDING PER. SAC PARK CITY OF EAGAN Remarks Addition FgMr Mptrn 2nd Adds LotGArAge # 24 Blk Parcel 10 22451 W 01 Owner Street1855 Silver Bell Road State Fagan, MN 55122 Improvement Date Amount Annual Years Payment Receipt Date STREET SURF. STREET RESTOR. GRADING SAN SEW TRUNK SEWER LATERAL WATERMAIN WATER LATERAL WATER AREA STORM SEW TRK STORM SEW LAT CURB & GUTTER SIDEWALK STREET LIGHT WATER CONN, BUILDING PER. SAC PARK CITY OF EAGAN Remarks Addition Eagan Metro 2nd Addition Lot 2 Blk 1 Parcel #10 22451 248 01 Owner Street 1855 Silver Bell Rd Gar #75 State Eagan, MN 55122 BLDG. #1 Improvement Date Amount Annual Years Payment Receipt Date STREET SURF. STREET RESTOR. GRADING SAN SEW TRUNK SEWER LATERAL WATERMAIN WATER LATERAL WATER AREA STORM SEW TRK STORM SEW LAT CURB & GUTTER SIDEWALK STREET LIGHT WATER CONN. BUILDING PER. SAC PARK CITY OF EAGAN Remarks Addition Eagan Metro 2nd Addn 4 t Garage #75 Ik State areal 10 22151 24 01 Owner Street 1655 ialverBeii RA ?agan, MN 55U2 Improvement Date Amount Annual Years Payment Receipt Date STREET SURF. STREET RESTOR. GRADING SAN SEW TRUNK SEWER LATERAL WATERMAIN WATER LATERAL WATER AREA STORM SEW TRK STORM SEW LAT CURB & GUTTER SIDEWALK STREET LIGHT WATER CONN. BUILDING PER. SAC PARK CITY OF EAGAN Remarks Addition Fagan Metro 2nd Addition Lot 2 elk 1 Parcel #10 22451 249 01 Owner Street 1855 Silver Bell Rd Gar #76 State Eagan, MN 55122 BLDG. #1 Improvement Date Amount Annual Years Payment Receipt Date STREET SURF. STREET RESTOR. GRADING SAN SEW TRUNK SEWER LATERAL WATERMAIN WATER LATERAL WATER AREA STORM SEW TRK STORM SEW LAT CURB & GUTTER SIDEWALK STREET LIGHT WATER CONN. BUILDING PER. SAC PARK CITY OF EAGAN Remarks Addition Fag@n Metro 2nd Addn Lot Garage #76 Blk -Parcel 10 22451 249 01 Owner Street 1855 Silver Bell Road State Eagan, M 55122 Improvement Date Amount Annual Years Payment Receipt Date STREET SURF. STREET R ESTOR. GRADING SAN SEW TRUNK SEWER LATERAL WATERMAIN WATER LATERAL WATER AREA STORM SEW TRK STORM SEW LAT SIDEWALK STREET LIGHT WATER CONN. BUILDING PER. SAC PARK CITY OF EAGAN Remarks Addition Eagan Metro 2nd Let Pt 1 4 2 elk 1 Parcel #10 22451 110 01 L Owner ~Q? d L Eck-ei±: Street 1855 Silver Bell Rd #103-3AState Eagan MN 55122 BLDG. N1 Improvement Date Amount Annual Years Payment Receipt Date STREET SURF. 1009 1986 54.84 5.48 10 STREET RESTOR. GRADING SAN SEW TRUNK SEWER LATERAL WATERMAIN WATER LATERAL WATER AREA STORM SEW TRK STORM SEW LAT CURB & GUTTER SIDEWALK STREET LIGHT WATER CONN. BUILDING PER. SAC PARK CITY OF EAGAN Addition_ Eagan Metro 2nd Lot Pt 1 & 2 81k 1 Parcel #10 22451 110 01 Owner L-il t Street 1855 Silver Bell Rd # 103-3A state Eagan MN 55122 BLDG. #1 Improvement Date Amount Annual Years Payment Receipt Date STREET SURF. 1009 1986 54.84 5.48 10 STREET RESTOR. GRADING SAN SEW TRUNK SEWER LATERAL WATERMAIN WATER LATERAL WATER AREA STORM SEW TRK STORM SEW LAT CURB & GUTTER SIDEWALK STREET LIGHT WATER CONN. BUILDING PER. SAC PARK CITY OF EAGAN Remarks Addition Fagan Metro 2nd Lot 2 BIk 1 Parcel #10 22451 111 01 Owner A e C 11 Street 1855 Silver Bell Rd 104-2A state_ Eagan, MN 55122 BLDG. #1 Improvement Date Amount Annual Years Payment Receipt Date STREET SURF. 1009 1986 54.84 5.48 10 f'-/099a 0 STREET RESTOR. GRADING SAN SEW TRUNK SEWER LATERAL WATERMAIN WATER LATERAL WATER AREA STORM SEW TRK STORM SEW LAT CURB & GUTTER SIDEWALK STREET LIGHT WATER CONN. BUILDING PER. SAC PARK CITY OF EAGAN Addition Fagan Metro 2nd Addition Lot 2 Blk 1 Parcel #10 22451 112 01 Owners' I I,+` street 1855 Silver Bell Rd ICS -? ? to Eagan MN 55122 BLDG. #1 Improvement Date Amount Annual Years Payment Receipt Date STREET SURF. 1009 1986 54.84 5.48 10 STREET RESTOR. GRADING SAN SEW TRUNK SEWER LATERAL WATERMAIN WATER LATERAL WATER AREA STORM SEW TRK STORM SEW LAT CURB & GUTTER SIDEWALK STREET LIGHT WATER CONN. BUILDING PER. SAC PARK CITY OF EAGAN Remarks Addition- Eagan Metro 2nd Addition Lot 2 Blk 1 Parcel #10 22451 113 01 owner {? Street 1855 Silver Bell Rd 106 2A State Eagan, MN 55122 BLDG. #1 Improvement Date Amount Annual Years Payment Receipt Date STREET SURF. 1009 1986 54.84 5.48 10 STREET RESTOR. GRADING SAN SEW TRUNK SEWER LATERAL WATERMAIN WATER LATERAL WATER AREA STORM SEW TRK STORM SEW LAT CURB & GUTTER SIDEWALK STREET LIGHT WATER CONN. BUILDING PER. SAC PARK CITY OF EAGAN Remarks Addition Fagan Metro 2nd Addition Lot 2 BIk 1 Parcel #10 22451 114 01 Owner &4 ahl Street 1855 Silver Bell Rd 107 2A State Eagan, MN 55122 BLDG. #1 Improvement Date Amount Annual Years Payment Receipt Date STREET SURF. 1009 1986 54.84 5.48 10 C- a8 73 /v -/ - S STREET R ESTOR. GRADING SAN SEW TRUNK SEWER LATERAL WATERMAIN WATER LATERAL WATER AREA STORM SEW TRK STORM SEW LAT CURB & GUTTER SIDEWALK STREET LIGHT WATER CONN. BUILDING PER. SAC PARK CITY OF EAGAN Remarks Addition Eagan Metro 2nd Addition Lot 2 Blk 1 Parcel #10 22451 115 01 ' Owner -)QUILa -: Street 1855 Silver Bell Rd 108-2A State Eagan, MN 55122 BLDG. #1 Improvement Date Amount Annual Years Payment Receipt Date STREET SURF. 1009 1986 54.84 5.48 10 /0 a 9 -85 STREET RESTOR. GRADING SAN SEW TRUNK SEWER LATERAL WATERMAIN WATER LATERAL WATER AREA STORM SEW TRK STORM SEW LAT CURB & GUTTER SIDEWALK STREET LIGHT WATER CONN. BUILDING PER. SAC PARK CITY OF EAGAN Remarks Addition_Eaga_n Metro 2nd Addition Lot 2 elk 1 Parcel #10 22451 116 01 Owner?)l??' fl i.?(li, Street 1855 Silver Bell Rd 109-1AState Eagan, MN $5122 BLDG. #1 Improvement Date Amount Annual Years Payment Receipt Date STREET SURF. 1009 1986 54.84 5.48 10 STREET RESTOR. GRADING SAN SEW TRUNK SEWER LATERAL WATERMAIN WATER LATERAL WATER AREA STORM SEW TRK STORM SEW LAT CURB & GUTTER SIDEWALK STREET LIGHT WATER CONN. BUILDING PER. SAC PARK CITY OF EAGAN Remarks V Addition Eagan Metro 2nd Addition Lot 2 Blk 1 Parcel #10 22451 117 01 Owner l?oG? i street 1855 Silver Bell Rd 110 2AState Eagan, MN 55122 k-- BLDG. #1 Improvement Date Amount Annual Years Payment Receipt Date STREET SURF. 1009 1986 54.84 5.48 10 LLa / STREET RESTOR. GRADING SAN SEW TRUNK SEWER LATERAL WATERMAIN WATER LATERAL WATER AREA STORM SEW TRK STORM SEW LAT CURB & GUTTER SIDEWALK STREET LIGHT WATER CONN. BUILDING PER. SAC PARK CITY OF EAGAN Remarks - Addition Ragan Mntrn 2nd Addition Lot 2 Blk I Parcel #10 22451 118 01 ?} ( Owner 1855 Silver Bell Rd 111-2BState Eagan, M 55122 , }?? ' Street BLDG. #1 Improvement Date Amount Annual Years Payment Receipt Date STREET SURF. 1009 1986 54.84 5.48 10 STREET RESTOR. GRADING SAN SEW TRUNK SEWER LATERAL WATERMAIN WATER LATERAL WATER AREA STORM SEW TRK STORM SEW LAT CURB & GUTTER SIDEWALK STREET LIGHT WATER CONN. BUILDING PER. SAC PARK CITY OF EAGAN Remarks Addition Pagan Metrr, 2nd Addition Lot 2 Owner -? i• t~ P{ l? Street 1855 Silver Blk 1 Parcel #10 22541 119 01 Bell Rd 112-2B Eagan, MN 55122 BLDG. #1 Improvement Date Amount Annual Years Payment Receipt Date STREETSURF. 1009 1986 54.84 5.48 10 STREET RESTOR. GRADING SAN SEW TRUNK SEWER LATERAL WATERMAIN WATER LATERAL WATER AREA STORM SEW TRK STORM SEW LAT CURB & GUTTER SIDEWALK STREET LIGHT WATER CONN. BUILDING PER. SAC PARK CITY OF EAGAN Addition Fagan Metro 2nd Addition Lot 2 slk 1 Parcel #10 22451 120 O1 Owner ?? ?iX o JJ . ( Street 1855 Ci lrer Rel l Rd 11 3_3AState Fagsam. MST 55122 BLDG. #1 Improvement Date Amount Annual Years Payment Receipt Date STREET SURF. 1009 1986 54.84 5.48 10 STREET RESTOR. GRADING SAN SEW TRUNK SEWER LATERAL WATERMAIN WATER LATERAL WATER AREA STORM SEW TRK STORM SEW LAT CURB & GUTTER SIDEWALK STREET LIGHT WATER CONN. BUILDING PER. SAC PARK CITY OF EAGAN Remarks Addition` Eagan Metro 2nd Addition Lot 2 Blk 1 Parcel #10 22451 121 01 Owner )Q'_, 4 _ 1, J I I ,4c, Street 1855 gilver Bell Rd 1 1 d_ 2AState Eagan, MN 55122 - 11 1 1" I / T 1 1 11, l v l V r Improvement . Date Amount _ f i 'i "V Annual / Years it. i C '. !/ V Payment -- -- - Receipt Date STREET SURF. 1009 1986 54.84 5.48 10 STREET RESTOR. GRADING SAN SEW TRUNK SEWER LATERAL WATERMAIN WATER LATERAL WATER AREA STORM SEW TRK STORM SEW LAT CURB & GUTTER SIDEWALK STREET LIGHT WATER CONN. BUILDING PER. SAC PARK CITY OF EAGAN Remarks Addition Eagan Metro 2nd Addition Lot 2 Blk 1 Parcel #10 22451 122 01 Owner fliE'+' a 1 `J 1 LL, Street 1855 Silver Bell Rd 115-2AState Eagan, MN 55122 BLDG. #1 Improvement Date Amount Annual Years Payment Receipt Date STREET SURF. 1009 1986 54.84 5.48 10 STREET RESTOR. GRADING SAN SEW TRUNK SEWER LATERAL WATERMAIN WATER LATERAL WATER AREA STORM SEW TRK STORM SEW LAT CURB & GUTTER SIDEWALK STREET LIGHT WATER CONN. BUILDING PER. SAC PARK CITY OF EAGAN Addition Ewan MPtrn 2nd Addition Lot ? Blk 1 Parcel #10 22451 123 01 Owner 11) Street 1855 Silver Bell Rd 116 2A state Eagan, MIN $5122 BLDG. #1 Improvement Date Amount Annual Years Payment Receipt Date STREET SURF. 1009 1986 54.84 5.48 10 A/ C'-f08 /U- - $ STREET RESTOR. GRADING SAN SEW TRUNK SEWER LATERAL WATERMAIN WATER LATERAL WATER AREA STORM SEW TRK STORM SEW LAT CURB & GUTTER SIDEWALK STREET LIGHT WATER CONN. BUILDING PER. SAC PARK CITY OF EAGAN Addition Fagan Metrn 2nd Addition Lot 2 BIk 1 Parcel #10 22451 124 01 r Owner Street 18 5.5, Silyt-r . B 1 Rd 117-2A State Eagan, MN 55122 BLDG. #1 Improvement Date Amount Annual Years Payment Receipt Date STREET SURF. 1009 1986 54.84 5.48 10 STREET RESTOR. GRADING SAN SEW TRUNK SEWER LATERAL WATERMAIN WATER LATERAL WATER AREA STORM SEW TRK STORM SEW LAT CURB & GUTTER SIDEWALK STREET LIGHT WATER CONN. BUILDING PER. SAC PARK CITY OF EAGAN Addition Eagan Metro 2nd Addition Lot 2 alk 1 Parcel #10 22451 125 01 Owner hI }I!' ;?i i Street 1855 Si lv .r R,-11 Rd 118-2A State_ Eagan, MN 55122 BLDG. #1 Improvement Date Amount Annual Years Payment Receipt Date STREET SURF. 1009 1986 54.84 5.48 10 6S C-/C,? U /U 14- 5 STREET RESTOR. GRADING SAN SEW TRUNK SEWER LATERAL WATERMAIN WATER LATERAL WATER AREA STORM SEW TRK STORM SEW LAT CURB & GUTTER SIDEWALK STREET LIGHT WATER CONN. BUILDING PER. SAC PARK CITY OF EAGAN Remarks Addition Eagan Metro 2nd Addition Lot 2 Blk 1 Parcel #10 22451 126 01 Owner y I street 1855 Silver Bell Rd 119-1A State Eagan, MN 55122 BLDG. #1 Improvement Date Amount Annual Years Payment Receipt Date STREETSURF. 1009 1986 54.84 5.48 10 STREET RESTOR. GRADING SAN SEW TRUNK SEWER LATERAL WATERMAIN WATER LATERAL WATER AREA STORM SEW TRK STORM SEW LAT CURB & GUTTER SIDEWALK STREET LIGHT WATER CONN. BUILDING PER. SAC PARK CITY OF EAGAN Remarks Addition- Eagan Metro 2nd Addition Lot 2 Blk 1 Parcel #10 22451 127 Oi Owner _ 2 i 2+ C)f- C(1 11r.F Street-4155, Silver Re11 Rd'-.120-2A State Eagan, MN 55122 BLDG. #1 Improvement Date Amount Annual Years Payment Receipt Date STREET SURF. 1009 1986 54.84 5.48 10 51. f C- /Oy Y 10-17-45- STREET RESTOR. GRADING SAN SEW TRUNK SEWER LATERAL WATERMAIN WATER LATERAL WATER AREA STORM SEW TRK STORM SEW LAT CURB & GUTTER SIDEWALK STREET LIGHT WATER CONN. BUILDING PER. SAC PARK CITY OF EAGAN Addition Fagan Metro 2nd Addition Lot 2 elk 1 Parcel- #10 22451 128 01 ' Owner b)rj'ij C. Jn Stree4.855 Silver Bell Rd 121-2B State Eagan, MN 55122 BLDG. #1 Improvement Date Amount Annual Years Payment Receipt Date STREET SURF. 1009 1986 54.84 5.48 10 STREET RESTOR. GRADING SAN SEW TRUNK SEWER LATERAL WATERMAIN WATER LATERAL WATER AREA STORM SEW TRK STORM SEW LAT CURB & GUTTER SIDEWALK STREET LIGHT WATER CONN. BUILDING PER. SAC PARK CITY OF EAGAN Addition Eagan Metro 2nd Addition Lot 2 Rik 1 Parcel #10 22451 129 01 Owner Aeur Ih „; StreeJ855 Silver Bell Rd 122-2b State_ Eagan MK 55122 BLDG. #1 Improvement Date Amount Annual Years Payment Receipt Date STREET SURF. 1009 1996 54.84 5.48 10 - - STREET RESTOR. GRADING SAN SEW TRUNK SEWER LATERAL WATERMAIN WATER LATERAL WATER AREA STORM SEW TRK STORM SEW LAT CURB & GUTTER SIDEWALK STREET LIGHT WATER CONN. BUILDING PER. SAC PARK CITY OF EAGAN Addition Eagan Metro 2nd Addition Lot 2 Blk 1 Parcel #10 22451 130 01 Owner Kati, .7 . i ? street1855 Silver Bell Rd 201-1B state Eagan, MN 55122 BLDG. #1 Improvement Date Amount Annual Years Payment Receipt Date STREET SURF. 1009 1986 54.84 5.48 10 - /Q 00 )Q -/ -k5- STREET RESTOR. _ GRADING SAN SEW TRUNK SEWER LATERAL WATERMAIN WATER LATERAL WATER AREA STORM SEW TRK STORM SEW LAT CURB & GUTTER SIDEWALK STREET LIGHT WATER CONN. 13UILDING PER. SAC PARK CITY OF EAGAN Addition _ Eagan Metro 2nd Addition Lot 2 Blk 1 Parcel #10 22451 131 1 Owner lil ?? I cal i`. u street 1855 Silver Bell Rd 202-1B State Eagan, MN 55122 BLDG. #1 Improvement Date Amount Annual Years Payment Receipt Date STREET SURF. 1009 1986 54.84 5.48 10 - 69 5 /fG-0-dS STREET RESTOR. GRADING SAN SEW TRUNK SEWER LATERAL WATERMAIN WATER LATERAL WATER AREA STORM SEW TRK STORM SEW LAT CURB & GUTTER SIDEWALK STREET LIGHT WATER CONN. BUILDING PER. SAC PARK CITY OF EAGAN Remarks Addition Eagan Metro 2nd Addition Lot 2 Blk 1 Parcel #10 22451 132 01 Owner 11)[16 street 1855 Silver Bell Rd 203-3A State Eagan, MN 55122 BLDG. #1 Improvement Date Amount Annual Years Payment Receipt Date STREET SURF. 1009 1986 54.84 5.48 10 /O 7 0 STREET RESTOR. GRADING SAN SEW TRUNK SEWER LATERAL WATERMAIN WATER LATERAL WATER AREA STORM SEW TRK STORM SEW LAT CURB & GUTTER SIDEWALK STREET LIGHT WATER CONN. BUILDING PER. SAC PARK CITY OF EAGAN Addition Fagan Metra 2nd Addition _L Owner L0 I If ' l, l :).r 1141: Street 1855 Si 2 Blk 1 Parcel 910 22451 133 01 Bell Rd 204-2A Eagan. MN 55122 > BLDG. #1 Improvement Date Amount Annual Years Payment Receipt Date STREET SURF. 1009 1986 54.84 5.48 10 , N C-10970 /0-0415- STREET RESTOR. GRADING SAN SEW TRUNK SEWER LATERAL WATERMAIN WATER LATERAL WATER AREA STORM SEW TRK STORM SEW LAT CURB & GUTTER SIDEWALK STREET LIGHT WATER CONN. BUILDING PER. SAC PARK CITY OF EAGAN Remarks Addition Eagan Metro 2ns Addition Lot 2 Blk 1 Parcel #10 22451 134 01 Owner bar a 4 tl'-'?+ • l l`' Street 1855?Silyer U11 Rd '2()S-2A State Fagan, MN SS122 RLW. #1 Improvement Date Amount Annual Years Payment Receipt Date STREET SURF. 1009 1986 54.84 5.48 10 STREET RESTOR. GRADING SAN SEW TRUNK SEWER LATERAL WATERMAIN WATER LATERAL WATER AREA STORM SEW TRK STORM SEW LAT CURB & GUTTER SIDEWALK STREET LIGHT WATER CONN. BUILDING PER. SAC PARK CITY OF EAGAN Remarks Addition Fagan Metro 2nd Addition Lot 2 Blk 1 Parcel #10 22491 135 01 Owner street 1855 Silver Bell Rd 206-2A State Eagan, Mn 55122 BLDG. #1 Improvement Date Amount Annual Years Payment Receipt Date STREET SURF. 1009 1986 54.84 5.48 10 STREET RESTOR. GRADING SAN SEW TRUNK SEWER LATERAL WATERMAIN WATER LATERAL WATER AREA STORM SEW TRK STORM SEW LAT CURB & GUTTER SIDEWALK STREET LIGHT WATER CONN. BUILDING PER. SAC PARK CITY OF EAGAN Remarks Addition Ewan Metro 2nd Addition Lot 2 lk 1 Parcel #10 22451 136 01 Owner f. Street 1RS5 Silver Bell Rd 207-2 State Eagan. MN 55122 X BLW. ill Improvement Date Amount Annual Years Payment Receipt Date STREET SURF. STREET RESTOR. GRADING 1009 1986 54.84 5.48 10 C, -103 a- 7-JS' SAN SEW TRUNK SEWER LATERAL WATERMAIN WATER LATERAL WATER AREA STORM SEW TRK STORM SEW LAT CURB & GUTTER SIDEWALK STREET LIGHT WATER CONN. BUILDING PER. SAC PARK CITY OF EAGAN Addition Eagan Metro 2nd Addition-Lot 2 Blk 1 Parcel #10 22451 137 01 Owner Street 1855 Silver Bell Rd 208-2A state Eagan MN 55122 BLDG. #1 Improvement Date Amount Annual Years Payment Receipt Date STREET SURF. 1009 1986 54.84 5.48 10 CEO// 7 -2 STREET RESTOR. GRADING SAN SEW TRUNK SEWER LATERAL WATERMAIN WATER LATERAL WATER AREA STORM SEW TRK STORM SEW LAT CURB & GUTTER SIDEWALK STREET LIGHT WATER CONN. BUILDING PER. SAC PARK CITY OF EAGAN Remarks Addition \ Eagan Metro 2nd Addition Lot 2 _Blk 1 Parcel #10 -22451 138 01 Owner__ Street1855 Silver Bell Rd 209-1A State Eagan MN SS122 BLDG. #1 Improvement Date Amount Annual Years Payment Receipt Date STREET SURF. 1009 1986 4.84 5.48 10 STREET RESTOR. GRADING L -10J s ?v SAN SEW TRUNK SEWER LATERAL WATERMAIN WATER LATERAL WATER AREA STORM SEW TRK STORM SEW LAT CURB & GUTTER SIDEWALK STREET LIGHT WATER CONN. BUILDING PER, SAC PARK CITY OF EAGAN Addition Eagan Metro 2nd Addition Lot 2 Rik 1 Parcel #10 22451 139 01 ?L Owner AU' r c : StreeARSS Silver Bell Rd 210-2A State Eagan, MN 55122 BLDG. #1 Improvement Date Amount Annual Years Payment Receipt Date STREETSURF. 1009 1986 54.84 5.48 10 STREET RESTOR. GRADING /0017 . ?A1 C - 160 s 7 io -3 15 SAN SEW TRUNK SEWER LATERAL WATERMAIN WATER LATERAL WATER AREA STORM SEW TRK STORM SEW LAT CURB & GUTTER SIDEWALK STREET LIGHT WATER CONN. BUILDING PER. SAC PARK CITY OF EAGAN Remarks Addition Eagan Metro 2nd Addition Lot 2 Blk 1 Parcel #10 22451 140 01 7L Owner YPV + )? Street1855 Silver Bell Rd 211-2B State Eagan, MN 55122 Improvement Date Amount Annual Years Payment Receipt Date STREET SURF. 1009 1986 54.84 5.48 10 STREET RESTOR. GRADING SAN SEW TRUNK SEWER LATERAL WATERMAIN WATER LATERAL WATER AREA STORM SEW TRK STORM SEW LAT CURB & GUTTER SIDEWALK STREET LIGHT WATER CONN. BUILDING PER. SAC PARK CITY OF EAGAN Remarks Addition Fagan Metro 2nd Addition Lot 2 Blk 1 Parcel #10 22451 141 01 Owner streetl855 Silver Bell Rd 212-2B State Eagan, MN 55122 BLDG. #1 Improvement Date Amount Annual Years Payment Receipt Date STREET SURF. 1009 1986 54.84 5.48 10 STREET RESTOR. GRADING SAN SEW TRUNK SEWER LATERAL WATERMAIN WATER LATERAL WATER AREA STORM SEW TRK STORM SEW LAT CURB & GUTTER SIDEWALK STREET LIGHT WATER CONN. BUILDING PER. SAC PARK CITY OF EAGAN Remarks Addition Eagan Metro 2nd Addition Lot 2 Rik 1 Parcel #10 22451 142 1 SL- Owner Oe,„ io, Street1855 Silver Bell Rd 213-3A state Eagan, MN 55122 VI j I 6,3od e i Lki k c 5f ;,,[e I BLDG. #1 Improvement Date Amount Annual Years Payment Receipt Date STREET SURF. 1009 1986 54.84 5.48 10 STREET RESTOR. GRADING SAN SEW TRUNK SEWER LATERAL WATERMAIN WATER LATERAL WATER AREA STORM SEW TRK STORM SEW LAT CURB & GUTTER SIDEWALK STREET LIGHT WATER CONN. BUILDING PER. SAC PARK CITY OF EAGAN an Metro 2nd Addition k 1 Parcel #10 22451 143 01 state Eagan MN 55122 BLDG. #1 Improvement Date Amount Annual Years Payment Receipt Date STREET SURF. 1009 1956 54.84 5.48 10 "-/, ON -168 a 4 45 STREET RESTOR. GRADING SAN SEW TRUNK SEWER LATERAL WATERMAIN WATER LATERAL WATER AREA STORM SEW TRK STORM SEW LAT CURB & GUTTER SIDEWALK STREET LIGHT WATER CONN. BUILDING PER. SAC PARK CITY OF EAGAN Remarks Addition Eagan Metro 2nd Addition Lot 2 Blk 1 Parcel #10 22451 144 01 Owner C; f I t. I : E Street1855 Silver Bell Rd 215-2A State Eagan MN 55 2 BLDG. #l Improvement Date Amount Annual Years Payment Receipt Date STREET SURF. 1009 1986 54.84 5.48 10 STREET RESTOR. GRADING SAN SEW TRUNK SEWER LATERAL WATERMAIN WATER LATERAL WATER AREA STORM SEW TRK STORM SEW LAT CURB & GUTTER SIDEWALK STREET LIGHT WATER CONN. BUILDING PER. SAC PARK CITY OF EAGAN Addition Eagan Metro 2nd Addition Lot 2 BIk 1 Parcel #10 22451 145 01 Owner street 1855 Silver Bell Rd 216-2A state Eagan, MN 55122 BLDG. ill Improvement Date Amount Annual Years Payment Receipt Date STREET SURF. 1009 1986 54.84 5.48 10 S4 ?' - /O SG ?O -?S -?5 STREET RESTOR. GRADING SAN SEW TRUNK SEWER LATERAL WATERMAIN WATER LATERAL WATER AREA STORM SEW TRK STORM SEW LAT CURB & GUTTER SIDEWALK STREET LIGHT WATER CONN. BUILDING PER. SAC PARK CITY OF EAGAN Addition Eagan Metro ?nd_Additian Lot 2 Blk 1 Parcel #10 22491 146 01 Owner street 1855 Silver Bell Rd 217-2A State Eagan MN 55122 BLDG. #1 Improvement Date Amount Annual Years Payment Receipt Date STREET SURF. 1009 1986 54.84 5.48 10 STREET RESTOR. GRADING Jcc J y•JC C-/Cj 9 ?l zG-b5 SAN SEW TRUNK SEWER LATERAL WATERMAIN WATER LATERAL WATER AREA STORM SEW TRK STORM SEW LAT CURB & GUTTER SIDEWALK STREET LIGHT WATER CONN. BUILDING PER. SAC PARK CITY OF EAGAN Addition1 Eagan Metro 2nd Addition Lot 2 Blk 1 Parcel #10 22451 147 01 Owner Street1855 Silver Bell Rd 218-2A State Eagan MITI 55122 BLDG. ill Improvement Date Amount Annual Years Payment Receipt Date STREET SURF. 1009 1986 54.84 5.48 10 -/0 /0 - !? STREET RESTOR. GRADING SAN SEW TRUNK SEWER LATERAL WATERMAIN WATER LATERAL WATER AREA STORM SEW TRK STORM SEW LAT CURB & GUTTER SIDEWALK STREET LIGHT WATER CONN. BUILDING PER. SAC PARK CITY OF EAGAN Addition Ragan etra 2nd Addition Lot 2 Bik 1 Parcel #10 22451 148 01 -t' owner JU' -} street.855 Silver Bell Rd 219-1A state Eagan MN 55122 BLDG. #1 Improvement Date Amount Annual Years Payment Receipt Date STREET SURF. 1009 1986 54.84 5.48 10 STREET RESTOR. GRADING SAN SEW TRUNK SEWER LATERAL WATERMAIN WATER LATERAL WATER AREA STORM SEW TRK STORM SEW LAT CURB & GUTTER SIDEWALK STREET LIGHT WATER CONN. BUILDING PER. SAC PARK CITY OF EAGAN Remarks Addition Eagan Metro 2nd Addition Lot 2 Rik 1 Parcel #10 22451 149 01 Owner Street1855 Silver Bell Rd 200-2A state Eagan MN 55122 BLDG. #1 Improvement Date Amount Annual Years Payment Receipt Date STREET SURF. 1009 1986 54.84 5.48 10 STREET RESTOR. GRADING SAN SEW TRUNK SEWER LATERAL WATERMAIN WATER LATERAL WATER AREA STORM SEW TRK STORM SEW LAT CURB & GUTTER SIDEWALK STREET LIGHT WATER CONN. BUILDING PER. SAC PARK CITY OF EAGAN Remarks Addition Eagan Metro 2nd Addition Lot 2 Rlk 1 Parcel #10 22451 150 01 State Ewan MN 55122 BLDG. #1 Improvement Date Amount Annual Years Payment Receipt Date STREET SURF. 1009 1986 54.84 5.48 10 d2 -1-IJFi6 STREET RESTOR. GRADING SAN SEW TRUNK SEWER LATERAL WATERMAIN WATER LATERAL WATER AREA STORM SEW TRK STORM SEW LAT CURB & GUTTER SIDEWALK STREET LIGHT WATER CONN. BUILDING PER. SAC PARK CITY OF EAGAN Remarks, Addition Fa? g?MPtrn 2nd Addi t;nri Lot Blk 1 Parcel #10 22451 151 01 OwnerIAL11 Street1855 Silver Bell Rd 222-2B State_ Eagan MN 55122 $- BLDG. #1 Improvement Date Amount Annual Years Payment Receipt Date STREET SURF. 1009 1986 54.84 5.48 10 /O 5-1 /d `/5 45" STREET RESTOR. GRADING SAN SEW TRUNK SEWER LATERAL WATERMAIN WATER LATERAL WATER AREA STORM SEW TRK STORM SEW LAT CURB & GUTTER SIDEWALK STREET LIGHT WATER CONN. BUILDING PER. SAC PARK CITY OF EAGAN Remarks Addition Pagan Metro 2nd Addition Lot 2 Blk 1 Parcel #10 22451 152 41 Owner' 2, Street7855 SU MPr $A1 1 Rd 301-I R State Eagan MN 55122 Rr.nr: _ #1 Improvement Date Amount Annual Years Payment Receipt Date STREET SURF. 1009 1986 54.84 5.48 10 STREET RESTOR. GRADING SAN SEW TRUNK SEWER LATERAL WATERMAIN WATER LATERAL WATER AREA STORM SEW TRK STORM SEW LAT CURB & GUTTER SIDEWALK STREET LIGHT WATER CONN. BUILDING PER. SAC PARK CITY OF EAGAN Remarks Addition Ragan Metro 2nd Addition Lot 2 Rik 1 Parcel #10 22451 153 01 X: Owner Street 1855 Silver Bell Rd 30 -1B State Eagan MN 55122 BLDG. #1 Improvement Date Amount Annual Years Payment Receipt Date STREET SURF. 1009 1986 54.84 5.48 10 Pf STREET RESTOR. GRADING SAN SEW TRUNK SEWER LATERAL WATERMAIN WATER LATERAL WATER AREA STORM SEW TRK STORM SEW LAT CURB & GUTTER SIDEWALK STREET LIGHT WATER CONN. BUILDING PER. SAC PARK CITY OF EAGAN Addition Eagan Metro 2nd Addition Lot- Owner-J P1-t'r i.'Y ,A Lu\nal?_a Street1855 Silver _Blk 1 Parcel #10 22451 154 01 303-3A State Eagan MN 55122 BLDG. #1 Improvement Date Amount Annual Years Payment Receipt Date STREET SURF. 1009 1986 54.84 5.48 10 JR`/ C2- /099 /o - / -JEs STREET RESTOR. GRADING SAN SEW TRUNK SEWER LATERAL WATERMAIN WATER LATERAL WATER AREA STORM SEW TRK STORM SEW LAT CURB & GUTTER SIDEWALK STREET LIGHT WATER CONN. BUILDING PER. SAC PARK Bell Rd CITY OF EAGAN Addition Ewan Metro 9nd Addi+inn Lot 2 Rik 1 Parcel #10 22451 155 01 Owner Street 1855 Silver Bell Rd 304-2A State Eagan MN 55122 BLDG. #1 Improvement Date Amount Annual Years Payment Receipt Date STREET SURF, 1009 1986 54.84 5.48 10 Zr 1 44 C - /0 as /6 -9-&5 STREET RESTOR. GRADING SAN SEW TRUNK SEWER LATERAL WATERMAIN WATER LATERAL WATER AREA STORM SEW TRK STORM SEW LAT CURB & GUTTER SIDEWALK STREET LIGHT WATER CONN. BUILDING PER. SAC PARK CITY OF EAGAN Remarks Addition Fagan Metro 2nd Addition Lot 2 Rik 1 Parcel #10 22451 156 01 Owner Lk. b! u t i r it I Streesil yer Bell Rd 305-2A State Eagan MN 55122 I } 1 r ? u ? r ) 0`-.,c / r-<r BLDG. #1 Improvement Date Amount Annual Years Payment Receipt Date STREET SURF, 1009 1986 54.84 5.48 10 STREET RESTOR. GRADING SAN SEW TRUNK SEWER LATERAL WATERMAIN WATER LATERAL WATER AREA STORM SEW TRK STORM SEW LAT CURB & GUTTER SIDEWALK STREET LIGHT WATER CONN. BUILDING PER. SAC PARK CITY OF EAGAN Remarks Addition Eagan Metro 2nd Addition Lot 2 Blk 1 Parcel-#10 22451 157 01 .? Owner Street`855 Silver Bell Rd 306-2A state Eagan MN 55122 BUG. #1 Improvement Date Amount Annual Years Payment Receipt Date STREET SURF. 1009 1986 54.84 5.48 10 STREET RESTOR. GRADING SAN SEW TRUNK SEWER LATERAL WATERMAIN WATER LATERAL WATER AREA STORM SEW TRK STORM SEW LAT CURB & GUTTER SIDEWALK STREET LIGHT WATER CONN. BUILDING PER. SAC PARK CITY OF EAGAN Addition Eagan Metro 2nd Addition Lot 2 Bik 1 Parcel #10 22451 158 01 Owner Street1855 Silver Bell Rd 307-2A State Eagan MN 55122 BLDG. #1 Improvement Date Amount Annual Years Payment Receipt Date STREET SURF. 1009 1986 54.84 5.48 10 STREET RESTOR. GRADING SAN SEW TRUNK SEWER LATERAL WATERMAI N WATER LATERAL WATER AREA STORM SEW TRK STORM SEW LAT CURB & GUTTER SIDEWALK STREET LIGHT WATER CONN. BUILDING PER. SAC PARK CITY OF EAGAN Remarks Addition Eagan Metro 2nd Addition Lot 2 Blk 1 Parcel #10 22451 159 01 ? Owner box b%' I street1855 Silver Bell Rd 308-2A State Eagan MN 55122 BLDG. #1 Improvement Date Amount Annual Years Payment Receipt Date STREET SURF. 1009 1986 54.84 5.48 10 STREET RESTOR. GRADING SAN SEW TRUNK SEWER LATERAL WATERMAIN WATER LATERAL WATER AREA STORM SEW TRK STORM SEW LAT CURB & GUTTER SIDEWALK STREET LIGHT WATER CONN. BUILDING PER. SAC PARK CITY OF EAGAN Remarks Addition Eagan Metro 2nd Addition Lot 2 Blk 1 Parcel #10 22451 160 01 Owner Street 1855 Silver Bell Rd 309-1A State Eagan, MN 55122 BLDG. #1 Improvement Date Amount Annual Years Payment Receipt Date STREET SURF. 1009 1986 54.84 5.48 10 STREET RESTOR. GRADING SAN SEW TRUNK SEWER LATERAL WATERMAIN WATER LATERAL WATER AREA STORM SEW TRK STORM SEW LAT CURB & GUTTER SIDEWALK STREET LIGHT WATER CONN. BUILDING PER. SAC PARK CITY OF EAGAN Remarks Addition Eagan Metro 2nd Addition Lot 2 Blk 1 Parcel #10 22451 161 01 Owner ?Street1855 Silver Bell Rd 310-2A State Eagan MN 55122 BLDG. #1 Improvement Date Amount Annual Years Payment Receipt Date STREET SURF. 1009 1986 54.84 5.48 10 STREET RESTOR. GRADING SAN SEW TRUNK SEWER LATERAL WATERMAIN WATER LATERAL WATER AREA STORM SEW TRK STORM SEW LAT CURB & GUTTER SIDEWALK STREET LIGHT WATER CONN. BUILDING PER. SAC PARK CITY OF EAGAN Remarks Addition Eagan Metro 2nd Addition Lot 2 Blk 1 Parcel #10 22451 162 01 Y- Owner) L, 1 r i; 1, L ii. , Street1855 Silver Bell Rd 311-2B State Eagan MN 55122 B BLDG. #1 Improvement Date Amount Annual Years Payment Receipt Date STREETSURF. 1009 1986 54.84 5.48 10 STREET RESTOR. GRADING SAN SEW TRUNK SEWER LATERAL WATERMAIN WATER LATERAL WATER AREA STORM SEW TRK STORM SEW LAT CURB & GUTTER SIDEWALK STREET LIGHT WATER CONN. BUILDING PER. SAC PARK CITY OF EAGAN Addition Fagan metro 2nd Addition Lot 2 Blk 1 Parcel #10 22451 163 01 Owner t c At r, L tl ' !t. Sri f * Street 1855 Silver Bell Rd 312-2B state Eagan, MN 55122 BLDG. #1 Improvement Date Amount Annual Years Payment Receipt Date STREET SURF. STREET RESTOR. GRADING / 1986 54.84 5.48 10 7 -1 SAN SEW TRUNK SEWER LATERAL WATERMAIN WATER LATERAL WATER AREA STORM SEW TRK STORM SEW LAT CURB & GUTTER SIDEWALK STREET LIGHT WATER CONN. 13UILDING PER. SAC PARK CITY OF EAGAN Remarks Addition Eagan Metro 2nd Addition Lot 2 Blk 1 Parcel #10 22451 164 01 Owner . 7 Street 1855 Silver Bell 313-3A State Eagan MN 55122 BLDG. #1 Improvement Date Amount Annual Years Payment Receipt Date STREET SURF. 1009 1986 54.84 5.48 10 STREET RESTOR. GRADING SAN SEW TRUNK SEWER LATERAL WATERMAIN WATER LATERAL WATER AREA STORM SEW TRK STORM SEW LAT CURB & GUTTER SIDEWALK STREET LIGHT WATER CONN. BUILDING PER. SAC PARK CITY OF EAGAN Addition Fagan Metro 2nd Addition Lot 2 Blk 1 Parcel #10 22451 165 01 Owner Street1S55 Silver Bell Rd 314-2A State Eagan MN 55122 BLDG. #1 Improvement Date Amount Annual Years Payment Receipt Date STREET SURF. 1009 1986 54.84 5.48 10 STREET RESTOR. GRADING SAN SEW TRUNK SEWER LATERAL WATERMAIN WATER LATERAL WATER AREA STORM SEW TRK STORM SEW LAT CURB & GUTTER SIDEWALK STREET LIGHT WATER CONN. BUILDING PER. SAC PARK CITY OF EAGAN Remarks Addition Eagan Metro 2nd Addition Lot 2 Bik 1 Parcel #10 22451 166 01 Owner Vrt l '_ _ ILL Street1855 Silver Bell Rd 315-2A State Eagan MN 55122 BLDG. #1 Improvement Date Amount Annual Years Payment Receipt Date STREET SURF. 1009 1986 54.84 5.48 10 a 9i0 0-i7-XS STREET RESTOR. GRADING SAN SEW TRUNK SEWER LATERAL WATERMAIN WATER LATERAL WATER AREA STORM SEW TRK STORM SEW LAT CURB & GUTTER SIDEWALK STREET LIGHT WATER CONN. BUILDING PER. SAC PARK CITY OF EAGAN Addition Eagan Metro 2nd Addition Lot 2 Blk 1 Parcel #10 22451 167 01 Owner L10" LGA,, ,,t'Street1855 Silver Bell Rd 316-2A State Eagan MN 55122 BLDG. #1 Improvement Date Amount Annual Years Payment Receipt Date STREET SURF. 1009 1986 54.84 5.48 10 I STREET RESTOR. GRADING SAN SEW TRUNK SEWER LATERAL WATERMAIN WATER LATERAL WATER AREA STORM SEW TRK STORM SEW LAT CURB & GUTTER SIDEWALK STREET LIGHT WATER CONN. BUILDING PER. SAC PARK CITY OF EAGAN Addition Eagan Metro 2nd Addition Lot Blk 1 Parcel #10 22451 .168 01 Owner Street1855 Silver Bell Rd 317-2A State Eagan MN $5.122 BLDG. #1 Improvement Date Amount Annual Years Payment Receipt Date STREET SURF. 1009 1986 54.84 5.48 10 STREET RESTOR. GRADING SAN SEW TRUNK SEWER LATERAL WATERMAIN WATER LATERAL WATER AREA STORM SEW TRK STORM SEW LAT CURB & GUTTER SIDEWALK STREET LIGHT WATER CONN. BUILDING PER. SAC PARK CITY OF EAGAN Remarks Addition Eagan Metro 2nd Addition Lot 2 Blk 1 Parcel #10 22451 169 01 Owner >? Street1855 Silver Bell Rd 318-2A State Eagan MN 55122 BLDG . #I Improvement Date Amount Annual Years Payment Receipt Date STREET SURF. 1009 1986 54.84 5.48 10 Jam`. a -r -?d X39 v-/ 5 STREET RESTOR. GRADING SAN SEW TRUNK SEWER LATERAL WATERMAIN WATER LATERAL WATER AREA STORM SEW TRK STORM SEW LAT CURB & GUTTER SIDEWALK STREET LIGHT WATER CONN. BUILDING PER. SAC PARK CITY OF EAGAN Addition RaganMetro 2nd Addition Lot ? Blk 1 Owner f?? Ire ` I'J t 11 L Street1855 Silver Bell Rd 319-1A #10 22451 170 01 .: Eaean W 55122 BLDG. #2 Improvement Date Amount Annual Years Payment Receipt Date STREET SURF. 1009 1986 54.84 5.48 10 STREET RESTOR, GRADING SAN SEW TRUNK SEWER LATERAL WATERMAIN WATER LATERAL WATER AREA STORM SEW TRK STORM SEW LAT CURB & GUTTER SIDEWALK STREET LIGHT WATER CONN. BUILDING PER. SAC PARK CITY OF EAGAN Remarks- A/ Eagan Metro 2nd Addition Lot 2 Rik 1 Parcel #10 22451 171 01 1 Addition Owner lay Street1855 Silver Bell Rd 320-2A State Eagan, MN 55122 BLDG. #1 Improvement Date Amount Annual Years Payment Receipt Date STREET SURF. 1009 1986 54.84 5.48 10 STREET RESTOR. GRADING SAN SEW TRUNK SEWER LATERAL WATERMAIN WATER LATERAL WATER AREA STORM SEW TRK STORM SEW LAT CURB & GUTTER SIDEWALK STREET LIGHT WATER CONN. BUILDING PER. SAC PARK CITY OF EAGAN Addition Ragan Metro 2nd Additinn Lot 2 elk 1 Parcel #10 22451 172 01 Owner 2L J , _ .1 = r='r:.? street 1855 Silver Bell Rd 321-28 State Eagan MN 55122 BLDG. # Improvement Date Amount Annual Years Payment Receipt Date STREET SURF. 1009 1986 54.84 5.48 10 C'-/0 o /O -/6, -,?5 STREET RESTOR. GRADING SAN SEW TRUNK SEWER LATERAL WATERMAIN WATER LATERAL WATER AREA STORM SEW TRK STORM SEW LAT CURB & GUTTER SIDEWALK STREET LIGHT WATER CONN. BUILDING PER. SAC PARK CITY OF EAGAN Remarks Addition Eagan Metro 2nd Addition Lot 2 Blk 1 Parcel #10 22451 173 01 r Owner Street 1855 Silver Bell Rd 322-2B State Eagan MN 55122 BLDG. dl Improvement Date Amount Annual Years Payment Receipt Date STREET SURF. 1009 1986 54.84 5.48 10 STREET RESTOR. GRADING SAN SEW TRUNK SEWER LATERAL WATERMAIN WATER LATERAL WATER AREA STORM SEW TRK STORM SEW LAT CURB & GUTTER SIDEWALK STREET LIGHT WATER CONN. BUILDING PER. SAC PARK CITY OF EAGAN Remarks -i ?j -6/ Addition Eagan Metro 2nd Addition Lot 2 Blk 1 Parcel #10 22451 174 01 Owner Street 1$5S Silver Bell Rd ga_1 State BLDG. #1 Improvement Date . Amount Annual Years Payment Receipt Date STREET SURF, STREET RESTOR. GRADING SAN SEW TRUNK SEWER LATERAL WATERMAIN WATER LATERAL WATER AREA STORM SEW TRK STORM SEW LAT CURB & GUTTER SIDEWALK STREET LIGHT WATER CONN. BUILDING PER. SAC PARK CITY OF EAGAN Remarks Addition FAgan et't'n 2nd Additim Lot 7 Blk 1 Parcel #10 22451 176 01 Owner Street 1855 Silver Bell Rd gar#2 State Eagan, MN 55122 BLDG. #1 Improvement Date Amount Annual Years Payment Receipt Date STREET SURF. STREET RESTOR. GRADING SAN SEW TRUNK SEWER LATERAL WATERMAIN WATER LATERAL WATER AREA STORM SEW TRK STORM SEW LAT CURB & GUTTER SIDEWALK STREET LIGHT WATER CONN. BUILDING PER. SAC PARK CITY OF EAGAN Remarks Addition, Eagan Metro 2nd Addition __ Lot 2 Blk 1 Parcel #10 22451 176 01 Owner " Street 1855 Silver Bell Rd Gar #3 State Eagan MN 55122 BLDG. #1 Improvement Date Amount Annual Years Payment Receipt Date STREET SURF. STREET RESTOR. GRADING SAN SEW TRUNK SEWER LATERAL WATERMAIN WATER LATERAL WATER AREA STORM SEW TRK STORM SEW LAT CURB & GUTTER SIDEWALK WATER CONN. BUILDING PER. SAC PARK CITY OF EAGAN Remarks Addition Eagan Metro 2nd Ad dition Lot 2 Blk 1 Parcel #10 22451 177 01 Owner C ) LQ? Street 1855 Silver Bell Rd Gar #4 state Eagan, MN 55122 Improvement Date Amount Annual Years Payment Receipt Date STREET SURF. STREET RESTOR. GRADING SAN SEW TRUNK , SEWER LATERAL WATERMAIN WATER LATERAL WATER AREA STORM SEW TRK STORM SEW LAT CURB & GUTTER SIDEWALK STREET LIGHT WATER CONN. CITY OF EAGAN Remarks Addition Eagan Matra 2nd A ditinII Lot Blk 1 Owner CQLVDI C.1111i, La??-4tp_? Street 1855 Silver Bell Rd Gar #5 State BLDG. #: Improvement Date Amount Annual Years Payment Receipt Date STREET SURF. STREET RESTOR. GRADING SAN SEW TRUNK SEWER LATERAL WATERMAIN WATER LATERAL WATER AREA STORM SEW TRK STORM SEW LAT CURB & GUTTER SIDEWALK STREET LIGHT WATER CONN. BUILDING PER. SAC PARK CITY OF EAGAN Remarks Addition Eagan Metro 2nd Addition Lot 2 Blk 1 Parcel #10 22451 179 01 Owner Street 1855 Silver Bell Rd Gar #6 State Eagan, MN 55.122 BLDG. #1 Improvement Date Amount Annual Years Payment Receipt Date STREET SURF, STREET RESTOR. GRADING SAN SEW TRUNK SEWER LATERAL WATERMAIN WATER LATERAL WATER AREA STORM SEW TRK STORM SEW LAT CURB & GUTTER SIDEWALK STREET LIGHT WATER CONN. BUILDING PER. SAC PARK CITY OF EAGAN Remarks Addition Eagan Melre . Ind Addition Lot Blk 1 Parcel #10 27451 180 01 Owner i street 1855 Silver Bell Rd Gar #7 state Eagan, MN 55.122 BLDG. #1 Improvement Date Amount Annual Years Payment Receipt Date STREET SURF. STREET RESTOR. GRADING SAN SEW TRUNK SEWER LATERAL WATERMAIN WATER LATERAL WATER AREA STORM SEW TRK STORM SEW LAT CURB & GUTTER SIDEWALK STREET LIGHT WATER CONN. BUILDING PER. SAC PARK CITY OF EAGAN Remarks Addition Fagan Met?_r'n 2nd Addition Lot 2 Blk 1 Parcel #10 22451 181 01 Owner i14 -4 V a ?,.., Street 1855 Silver Bell Rd Gar #8 State Eagan, 1?MN 55122 V(, , .1 '44 ur ; I . , . r I . BLDG. #1 Improvement Date Amount Annual Years Payment Receipt Date STREET SURF. STREET RESTOR. GRADING SAN SEW TRUNK SEWER LATERAL WATERMAIN WATER LATERAL WATER AREA STORM SEW TRK STORM SEW LAT CURB & GUTTER SIDEWALK STREET LIGHT WATER CONN. BUILDING PER. SAC PARK CITY OF EAGAN Remarks Addition Fagan Metro 2nd Addi3 _ Lot GarAzp, Rik Parcel in 221,51 1$a () -- - Owner Stre? 55 Silver Bell Road St a_gan. MN 55122 b Improvement Date Amount Annual Years Payment Receipt Date STREET SURF. STREET RESTOR. GRADING SAN SEW TRUNK SEWER LATERAL WATERMAIN WATER LATERAL WATER AREA STORM SEW TRK STORM SEW LAT CURB & GUTTER SIDEWALK STREET LIGHT WATER CONN. BUILDING PER. SAC CITY OF EAGAN Remarks Addition Eagan Metro 2nd Addition Lot 2 Blk Owner VC t ' J.. Street 1855 Silver Bell Rd Gar State ..`.t'..`? ?..? .,.,??.. BLDG. #1 Improvement Date Amount Annual Years Payment Receipt Date STREET SURF. STREET RESTOR. GRADING SAN SEW TRUNK SEWER LATERAL WATERMAIN WATER LATERAL WATER AREA STORM SEW TRK STORM SEW LAT CURB & GUTTER SIDEWALK STREET LIGHT WATER CONN. BUILDING PER. SAC CITY OF EAGAN Remarks Addition Eagan .Metro 2nd Addition Lot 2 Rik 1 Parcel #10 22451 183 01 Owner Street 1855 Silver Bell Rd Gar #10State Eagan, MN 55122 BLDG, #l Improvement Date Amount Annual Years Payment Receipt Date STREET SURF. STREET RESTOR. GRADING SAN SEW TRUNK SEWER LATERAL WATERMAIN WATER LATERAL WATER AREA STORM SEW TRK STORM SEW LAT CURB & GUTTER SIDEWALK STREET LIGHT WATER CONN. SUILDING PER. PARK CITY OF EAGAN Remarks Addition gagaa4 Metro 2nd Pd(-n- Lot Garage #10 Blk Parcel 10 22),5-1 1$3 Q Owner Stre18_T5 Si 1yer Rel l Roar] Sta&Ig311r M 55122 Improvement Date Amount Annual Years Payment Receipt Date STREET SURF. STREET RESTOR. GRADING SAN SEW TRUNK SEWER LATERAL WATERMAIN WATER LATERAL WATER AREA STORM SEW TRK STORM SEW LAT CURB & GUTTER SIDEWALK STREET LIGHT WATER CONN. BUILDING PER. SAC PARK CITY OF EAGAN Remarks Addition- Eagan Metro 2nd Addition Lot 2 BIk I Parcel #10 22451 184 01 Owner bI7)(l? Street 1855 Silver Bell Rd Gar #11State Eaan? MN 55122 OT T1/, An Improvement Date Amount Annual Years Payment Receipt Date STREET SURF. STREET RESTOR. GRADING SAN SEW TRUNK SEWER LATERAL WATERMAIN WATER LATERAL WATER AREA STORM SEW TRK STORM SEW LAT CURB & GUTTER SIDEWALK STREET LIGHT WATER CONN. BUILDING PER. SAC PARK CITY OF EAGAN Addi!ion Owner -Lot Garage #11 Blk Parcel 10 22451 184 Ol Silver Bell Road Sgan, MN 55122 Improvement Date Amount Annual Years Payment Receipt Date STREET SURF. STREET RESTOR. GRADING SAN SEW TRUNK SEWER LATERAL WATERMAIN WATER LATERAL WATER AREA STORM SEW TRK STORM SEW LAT CURB & GUTTER SIDEWALK STREET LIGHT WATER CONN. BUILDING PER. SAC PARK CITY OF EAGAN Remarks Addition Eagan Metro 2nd Addition Lot 2 Rik 1 Parcel Owner flay Ll f), ri' ' ;j ; • L Street 1855 Silver Bell Rd Gar #12 state Eagan, Improvement Date Amount Annual Years Payment Receipt Date STREET SURF. STREET RESTOR. GRADING SAN SEW TRUNK SEWER LATERAL WATERMAIN WATER LATERAL WATER AREA STORM SEW TRK STORM SEW LAT CURB & GUTTER SIDEWALK STREET LIGHT WATER CONN. BUILDING PER. SAC CITY OF EAGAN Remarks Addition Eagan Metro 2nd Addn Lot Gage #12 Blk x...1855 Silver Bell Road Stkgan, MN 55122 Improvement Date Amount Annual Years Payment Receipt Date STREET SURF. STREET RESTOR. GRADING SAN SEW TRUNK SEWER LATERAL WATERMAIN WATER LATERAL WATER AREA STORM SEW TRK STORM SEW LAT CURB & GUTTER SIDEWALK STREET LIGHT WATER CONN. BUILDING PER. SAC PARK CITY OF EAGAN Remarks Addition Eagan Metro 2nd -Addition Lot 2 Blk 1 Parcel #10 22451 186 01 Owner fob 4 U 4 u? !, C .?1)VJ?1 l Street 1855 Silver Bell Rd Gar #13 State Eagan, MN 55122 _ BLDG. #1 Improvement Date Amount Annual Years Payment Receipt Date STREET SURF. STREET RESTOR. GRADING SAN SEW TRUNK SEWER LATERAL WATERMAIN WATER LATERAL WATER AREA STORM SEW TRK STORM SEW LAT CURB & GUTTER SIDEWALK STREET LIGHT WATER CONN. BUILDING PER. SAC PARK CITY OF EAGAN Remarks Addition- Faun Metro 2nd Addn -Lot Garak7e #13131k Owner Street 55 Silver Bell Road Improvement Date Amount Annual Years Payment Receipt Date STREET SURF. STREET RESTOR. GRADING SAN SEW TRUNK SEWER LATERAL WATERMAIN WATER LATERAL WATER AREA STORM SEW TRK STORM SEW LAT CURB & GUTTER SIDEWALK STREET LIGHT WATER CONN. BUILDING PER. SAC PARK CITY OF EAGAN Remarks Addition Eagan Metro 2nd Addition Lot 2 Blk _ 6l i-111, t?? Street 1855 Silver Bell Rd Gar Owner 1 Improvement Date Amount Annual Years Payment Receipt Date STREET SURF. STREET RESTOR. GRADING SAN SEW TRUNK SEWER LATERAL WATERMAIN WATER LATERAL WATER AREA STORM SEW TRK STORM SEW LAT CURB & GUTTER SIDEWALK STREET LIGHT WATER CONN. BUILDING PER. SAC PARK CITY OF EAGAN Remarks Addition Eagan Metro 2nd Addn Lot Garage #14 Blk Parcel 10 22451 187 01 Owner Str?5 Silver Bell Road Sta gan, MTV 55122 Improvement Date Amount Annual Years Payment Receipt Date STREET SURF. STREET RESTOR. GRADING SAN SEW TRUNK I I I I I I SEWER LATERAL WATERMAIN WATER LATERAL WATER AREA STORM SEW TRK STORM SEW LAT CURB & GUTTER SIDEWALK CITY OF EAGAN Remarks Addition Fagan Metro 2nd Addition Lot 2 Blk 1 Parcel #10 22451 188 01 Owner F,: It i Street 1855 Silver Bell Rd Gar #15 State Eagan, MN 55.122 BLDG. #1 Improvement Date Amount Annual Years Payment Receipt Date STREET SURF. STREET RESTOR. GRADING SAN SEW TRUNK SEWER LATERAL WATERMAI N WATER LATERAL WATER AREA STORM SEW TRK STORM SEW LAT CURB & GUTTER SIDEWALK STREET LIGHT WATER CONN. BUILDING PER. SAC CITY OF EAGAN Addition Eagan met- -Addri Lot Gage 1--13lk Parcel 10 224 551 1-$801 Owner Stre16-5-5SiltmrrBe-11 Rya Stajvngn?, T 55122 Improvement Date Amount Annual Years Payment Receipt Date STREET SURF. STREET RESTOR. GRADING SAN SEW TRUNK SEWER LATERAL WATERMAIN WATER LATERAL WATER AREA STORM SEW TRK STORM SEW LAT CURB & GUTTER SIDEWALK STREET LIGHT WATER CONN. CITY OF EAGAN Remarks Addition Eagan Metro 7n Addit,nr Lot 2 Rik 1 0wner?kri?(A Street 1855 Silver Bell Rd Gar #16 Improvement Date Amount Annual Years Payment Receipt Date STREET SURF. STREET RESTOR. GRADING SAN SEW TRUNK SEWER LATERAL WATERMAIN WATER LATERAL WATER AREA STORM SEW TRK STORM SEW LAT CURB & GUTTER SIDEWALK STREET LIGHT WATER CONN. BUILDING PER. SAC PARK CITY OF EAGAN Remarks Addition Eagan Metro 2nd Addn LotGArage #16 Rik Parcel1 () 2245Z1 189 01 Owner Strelg55 Silver Bell Road statagin, MN 55122 Improvement Date Amount Annual Years Payment Receipt Date STREET SURF. STREET RESTOR. GRADING SAN SEW TRUNK SEWER LATERAL WATERMAIN WATER LATERAL WATER AREA STORM SEW TRK STORM SEW LAT CURB & GUTTER SIDEWALK STREET LIGHT WATER CONN. BUILDING PER. SAC CITY OF EAGAN Remarks Addition Fagan Metro 2nd Addition Lot 2 Blk 1 Parcel #10 22451 190 01. Owner l]),;,, E? li t ; , r Street 1855 Silver Bell Rd Gar #17State Eagan, MN 55122 BLDG. #1 Improvement Date Amount Annual Years Payment Receipt Date STREET SURF. STREET RESTOR. GRADING SAN SEW TRUNK SEWER LATERAL WATERMAIN WATER LATERAL WATER AREA STORM SEW TRK STORM SEW LAT CURB & GUTTER SIDEWALK STREET LIGHT WATER CONN. BUILDING PER. SAC PARK CITY OF EAGAN Addition 'a Owner Remarks Lotu ver Improvement Date Amount Annual Years Payment Receipt Date STREET SURF. STREET RESTOR. GRADING SAN SEW TRUNK SEWER LATERAL WATERMAIN WATER LATERAL WATER AREA STORM SEW TRK STORM SEW LAT CURB & GUTTER SIDEWALK STREET LIGHT WATER CONN. BUILDING PER. CITY OF EAGAN Remarks Addition Fagan- trn 7-nd Addition Lot 2 Blk 1 Parcel #10 22451 191 01 Owner Street 1855 Silver Bell Rd Gar #18 State Eagan, MN 55122 BIDIG. #1 Improvement Date Amount Annual Years Payment Receipt Date STREET SURF. STREET RESTOR. GRADING SAN SEW TRUNK SEWER LATERAL WATERMAIN WATER LATERAL WATER AREA STORM SEW TRK STORM SEW LAT CURB & GUTTER SIDEWALK STREET LIGHT WATER CONN. BUILDING PER. SAC PARK CITY OF EAGAN Remarks Addition Eaten. Metro 2nd Addn Lot Garnae #1 A Blk Parcel 1_f) 221+51 191 01 Owner Stre,??55 Silver Bell Road Stat an. M 55122 Improvement Date Amount Annual Years Payment Receipt Date STREET SURF. STREET RESTOR. GRADING SAN SEW TRUNK SEWER LATERAL WATERMAIN WATER LATERAL WATER AREA STORM SEW TRK STORM SEW LAT SIDEWALK STREET LIGHT WATER CONN. BUILDING PER. SAC PARK CITY OF EAGAN Remarks Addition Eagan M ro 2 Addition Lot 2 Blk 1 Parcel #10 22451 192 01 Owner W street 1855 Silver Bell Rd Gar #19 State Eagan, Mn 55122 BLDG. #1 Improvement Date Amount Annual Years Payment Receipt Date STREET SURF. STREET RESTOR. GRADING SAN SEW TRUNK SEWER LATERAL WATERMAIN WATER LATERAL WATER AREA STORM SEW TRK STORM SEW LAT CURB & GUTTER SIDEWALK STREET LIGHT WATER CONN. BUILDING PER. SAC PARK CITY OF EAGAN Addition - Eagan_ Metro 2nd Addn Lot Gnr ge #1 q-Blk Parcel 10 221,51 1 !?2 01 Owner Stre;?55 Silver Bell Road stat an, MN 55122 Improvement Date Amount Annual Years Payment Receipt Date STREET SURF. STREET RESTOR. GRADING SAN SEW TRUNK SEWER LATERAL WATERMAIN WATER LATERAL WATER AREA STORM SEW TRK STORM SEW LAT CURB & GUTTER SIDEWALK CITY OF EAGAN Remarks Addition Fagan Metro 2nd Addition Lot 2 Blk 1 Owner k i, t :1?er41 'mil ?' l street 1855 Silver Bell Rd Gar #20 55122 Improvement Date Amount Annual Years Payment Receipt Date STREET SURF. STREET RESTOR. GRADING SAN SEW TRUNK SEWER LATERAL WATERMAIN WATER LATERAL WATER AREA STORM SEW TRK STORM SEW LAT CURB & GUTTER SIDEWALK STREET LIGHT WATER CONN. BUILDING PER. SAC PARK CITY OF EAGAN Remarks Addition Eagan Metro 2nd Addn Lot Garage #20 Blk Parcel 10 22451 193 01 ?,,,? Owner Streei$55 Silver Bell Road StatFagan, M 55122 Improvement Date Amount Annual Years Payment Receipt Date STREET SURF. STREET RESTOR. GRADING SAN SEW TRUNK SEWER LATERAL WATERMAIN WATER LATERAL WATER AREA STORM SEW TRK STORM SEW LAT CURB & GUTTER SIDEWALK WATER CONN. BUILDING PER. SAC PARK CITY OF EAGAN Remarks Addition Eagan Metro 2nd Addition Lot 2 Blk 1 Parcel #10 22451 194 01 Owner Street 1855 Silver Bell Rd Gar #21State Eagan, MN 55122 Improvement Date Amount Annual Years Payment Receipt Date STREET SURF. STREET RESTOR. GRADING SAN SEW TRUNK SEWER LATERAL WATERMAIN WATER LATERAL WATER AREA STORM SEW TRK STORM SEW LAT CURB & GUTTER SIDEWALK STREET LIGHT WATER CONN. BUILDING PER. SAC PARK CITY OF EAGAN Remarks Addition Eagan Metro 2nd Addn Lot-Garage #21 Blk Parcel 10 22451 194 01 Owner Stre 855 Silver Bell Road StateEagan, MN 55122 et - Improvement Date Amount Annual Years Payment Receipt Date STREET SURF. STREET RESTOR. GRADING SAN SEW TRUNK SEWER LATERAL WATERMAIN WATER LATERAL WATER AREA STORM SEW TRK STORM SEW LAT CURB & GUTTER SIDEWALK STREET LIGHT WATER CONN. BUILDING PER. SAC PARK CASH RECEIPT CITY OF EAGAN 3795 PILOT KNOB ROAD EAGAN, MINNESOTA 55122 DATE RECEIVED 19 AMOUNT $ & _DOLLARS 100 ? CASH ? CHECK FOR FUND CODE AMOUNT Thank You By White-Payers COPY Yellow-Posting COPY ' Pink-Fie COPY CASH RECEIPT CITY OF EAGAN 3795 PILOT KNOB ROAD EAGAN, MINNESOTA 55122 DATE RECEIVED 19 AMOUNT $ ?,rCllfi8 DOLLARS 100 ? CASH ? CHECK asb c BY White-Payers Copy Yellow-Posting Copy Pink-File Copy Thank You CITY OF EAGAN •- 37" Pilot Knob Road Eagan, MN 55122 N2 5604 . PHONE: 454-8100 BUILDING PERMIT Receipt # To be used for Est. Value Dote 19 Site Address Erect ? Occupancy Lot B lock Sec/Sub. Alter ? Zoning P l Repair ? Fire Zone # arce E l e of Const T n arge p yp . Gee Name Move ? # Stories z Address Demolish ? Front ft. c City Phone Grade p Depth ff. Name Approvals Fees z ob Address Assessment u Water & Sew. ? city Phone ?W Name Police Fire u? Address Eng. <U, Ci Phone Planner I hereby acknowledge that I have read this application and state that Council Bldg. Off. the information is correct and agree to comply with all applicable APC State of Minnesota Statutes and City of Eagan Ordinances. Permit Surcharge _ Plan check _ SAC Water Conn. Water Meter Total Signature of Permittee 1 A Building Permit is issued to: on the express condition that all work shall be done in accordance with all applicable State of Minnesota Statutes and City of Eagan Ordinances. Building Official pf ?v Arrrhlao d davxe --f " e ;1 -9 -1 T c 7 T : ° a 1 yy 0 17 ? Q . IC ?. of ?r Ah c w?? r ii8--314- - . >>=Zi7 I I 31S"? 10/ J c m S D 7 n" 0 A m T .j G 7 CITY OF EAGAN 3795 Pilot Knob Read Eagan, Minnesota 55122 No. Pbon.: 454-8100 PERMIT Date: Site Address: Lot Block Sub/Sec. e'i rn INSPECTOR NOTIFICATION REQUIRED BY LAW FOR ALL INSPECTIONS Receipt No.: Single Residential Comm. / I nd. Name New/Alter /Re air . p Address Cost of Installation C City Phone: Permit Fee Name Surchar e g Address City Phone: Total This Permit is issued on the express condition that all work shall be done in accordance with all applicable State of Minnesota Statutes and City of Eagan Ordinances. Building Official CITY OF EAGAN 3795 Pilot Knob Reed A Eagan, Minnesota 55122 INSPECTOR NOTIFICATION No. Phone: 454.5100 REQUIRED BY LAW FOR ALL INSPECTIONS PERMIT Date: Receipt No.: Single I Site Address: Residential Lot Name Address Block Sub/Sec. Multi Res., Comm./Ind. New/Alter./Repair Cost of Installation City Phone: Permit Fee Name Surcharge Address City Phone: I Total This Permit is issued on the express condition that all work shall be done in accordance with all applicable State of Minnesota Statutes and City of Eagan Ordinances. Building Official No. A • PERMIT Date: Site Address: Lof Block Sub/Sec. U Name # Address G City Phone: Name :el r Address V .. City Phone: This Permit is issued on the express condition that all work shall be Minnesota Statutes and City of Eagan Ordinances. CITY OF EAGAN 3745 Pilot Knob Road Eagan, Minnesota $5122 Phone: 454-8100 INSPECTOR NOTIFICATION REQUIRED BY LAW FOR ALL INSPECTIONS Receipt No.: Single Residential New/Alter. /Repair Cost of Installation Permit Fee Surrhnrne Total done in accordance with all applicable State of Building Official „??;?i-.,?s ..?r.Rt ..r^ .s-wrv n''?T.?9?Yi'"?'7'^'"... r ,- vR ..? -... 'o?vnr't?.c-:.^-r aw'?,?ls .,r. ?,R...,-. CITY OF EAGAN !--12 1790 3830 Pilot Knob Road, P.O. Box 21-199, Eagan, MN 55121 PHONE: 454-8100 BUILDING PERMIT Receipt # $700 SCREEN ENCIMURE MAY 21 90 1 To be used for Est. Value Date 9 . 1855 SILVER BELL RD Site Address EAGAN METRO 1 OFFICE USE ONLY Block Sec/Sub. Lot CENTER 2ND Parcel No. Occupancy FEES DILLIL BREEDLOVE Name Zoning (Actual) Const Bldg. Permit 19.00 = I 1853 SILVER SU L RD Address (Albwable) Surcharge .50 City EAGAN Phone 722 # of Stories Plan Review Length a c !LS ALLIED ALUNINM Name Depth SAC, City 0( .)-c Address 1 DHMZRCZ LN S.F. Total SAC, MCWCC City man Phone $71-3200 ST. Footprints - On Site Sewage Water Conn 5 Name On Site Well Water Meter X Address Mwcc System Acct. Deposit W City Phone City Water - PRV Required SSW Permit I hereby acknowlege that I have read this applicapon d state that the Booster Pump S/W Surcharge information is correct and a to corppfy wit /aN a Ircable State of Minnesota Statutes and Cit Eagan Q`din Treatment PI Signature of Perrnitee L '?' APPROVALS Road Unit A Building Permit is issued to: MPLS ALLIED ALMIMM Planner Park Ded. on the express condition that all work shall be done in accordance with all Council applicable State of Minnesota Statutes and City of Eagan Ordinances. Bldg. Ott. Copies Building Official Variance TOTAL 19030 Permit No. Permit Holder Date Telephone #r WATER SEWIR PLUMBING H.V.A.C. ELECTRIC Inspection Date Insp. Comments Footings I Foundation Framing Rooting Rough Plbg. Rough Htg• Isui. Fireplace Final Htg. Final Pibg. Cond. Meter Plbg. Inspector - Notify Plumber EngrJPlan Bldg. Final Deck Ftg. Deck Final Well Pr. Disp. CITY OF EAGAN 3795 Pilot Knob Rood Eagan, MN 55122 N-0 6004 PHONE: 454-8100 BUILDING PERMIT To be v d for Est. Value Site Address Lot Black Sec/Sub. Parcel # Name _ Address z Name o of Addra Name )Tetro 131vd, Receipt # Erect ? Occupancy Alter ? Zoning Repair ? Fire Zone Enlarge ? Type of Const. Move ? # Stories Demolish ? Front ft. Grade ? Depth ft. Approvals Fees Assessment Water & Sew. Police Fire Eng. Planner Council Permit Surcharge - Plan check _ SAC Water Conn. Water Meter Road Unit - I hereby acknowledge that I have read this application and state that Bldg. Off. the information is correct and agree to comply with all applicable State of Minnesota Statutes and City of Eagan Ordinances. APC Total Signature of Permittee A Building Permit is issued to: on the express condition that all work shall be done in accordance with all applicable State of Minnesota Statutes and City of Eagan Ordinances. Building Official Penak # Daft lowed Pw=kfta Plumbing Mechanical INSPECTIONS DATE INSP. - Rough-in Final Footings Date Insp. Date Insp. Foundation Plumbing Frame/ins. _ Mechanical Final Remarks: INSPECTION RECORD CITY OF EAGAN PERMIT TYPE: 3830 Pilot Knob Road Permit Number: Eagan, Minnesota 55122-1897 Date Issued: (612) 681-4675 SITE ADDRESS:' ' r' 1 '' r ' ' 01 ((r1. 1. t?tu.:r 1., r I •/I III lit t 1 1?0 t A6AN NI. TRO f:f NTVR :'NU PERMIT SUBTYPE: fill I' l 11 17th. APPLICANT: i J !, s ;,1 ?rrrr, ,rll f.111 f"00 TYPE OF WORK: RI II PAI Ir1N (IINI I .'1.') III ":I. Ir 11, 1 t 1114 INSPECTION TYPE .DATE INSPTR. INSPECTION TYPE DATE INSPTR. Permit No. Permit Holder Dab Telephone M ELECTRIC PLUMBING HVAC Inspection Date Insp. Comments FOOTINGS FOUND FRAMING ROOFING ROUGH PLUMBING PLBG AIR TEST ROUGH HEATING GAS SVC TEST INSUL GYP BOARD FIREPLACE FIREPLACE AIR TEST FINAL PLBG FINAL HTG ORSAT TEST BLDG FINAL , BSMT R.I. BSMT FINAL DECK FTG DECK FINAL INSPECTION RECORD CITY OF EAGAN PERMIT TYPE: t , rlrl 3830 Pilot Knob Road Permit Number: + c Eagan, Minnesota 55123 Date Issued: (612) 681-4675 SITE ADDRESS: ` , 1 APPLICANT: V1 h 61 1 1 kl, tI ,, PERMIT SUBTYPE: TYPE OF WORK: 1I+ '•1 1 i 1 1 I;N 4 ;MP I NO kFP1 ACFMIF I Permit No. Permit Holder Date Telephone # S/W PLUMBING HVAC ELECTRIC ELECTRIC Inspection Date Insp. Comments FootingsI Foundation Framing Roofing Rough Plbg. Rough Htg. Isul. Fireplace Final Htg. Orsat Test Final Plbg. Plbg. Inspector - Notify Plumber Const. Meter EngrJPlan Bldg. Final Deck Ftg. Deck Final well Pr. Disp. CITY OF EAGAN 3795 Pilot Knob Road Eagan, Minnnoto 55123 No. Phone: 454.8100 PERMIT Date: 9-Ar; Site Address: - 5`, `""leer Bell Lot Block Sub/Sec. Name Address City Phone: ae Name r?3nzel 7 INSPECTOR NOTIFICATION REQUIRED BY LAIN FOR ALL INSPECTIONS Receipt No.: 11?' Single Residential Multi Res., Comm./Ind. 1' I New/Alter./Repair Cost of Installation Permit Fee Surcharge Address ac r City Phone: Total This Permit is issued on the express condition that all work shall be done in accordance with all applicable State of Minnesota Statutes and City of Eagan Ordinances. Building Official Receipt PLUMBING PERMIT Permit No. CITY OF EAGAN Fee - -- Fill in numbered spaces S/C Type or Print legibly Tot. 1. Date 4-•3.1- 1 2. Installation Cost ?ci arm ^rr "i i? 1CO t?L/ 3. Job Address - Lot _I Blk. Tract ' 4. Owner Shy GIM I 5. Contractor [xTlurx?. T'iec.hanical Phone 6. Address 7. City State Zip 8. Building Type: Residential El Commercial ? Institutional O ' nts 9. Work Description: New :11 Add ? Alter ? Repair ? 10. Describe 1 11. No. Fixtures Water Closet No. Fixtures Cess i field ool/D Bath tubs p ra n Se tic Tank Lavatory p Softner Shower Well Kitchen Sink Urinal/Bidet Other Laundry Tray Floor Drains Drinking Ftn. Slop Sink Gas Piping Outlets 12. 1 hereby certify that the above information is true and correct, and I agree to comply with all ordinances and codes governing this type of work. Signed : for Rough Final Inspections: Date Insp. Date Insp. This is your permit when numbered and approved. Approved CITY OF EAGAN 454-8100 iTY Of EAGAN WATER SERVICE PERMIT 795 Pilot Knob Road PERMIT NO.: Eagan, MN 55122 DATE: iZoning: No. of Units: iOwner: Address: ite Address: lumber: hAeter No.: _ Connection Charge: Size: Account Deposit: Reader No.: _ Permit Fee: 1 agree to comply with the City of Eagan Surcharge: Ordinances. Misc. Charges: Total: ty Date Paid: te of Insp.: Insp.: CITY OF EAGAN 3795 Pilot Knob Road Eagan, MN 55122 Zoning: Owner: - Address: Site Address: Plumber: 1 agree to comply with the City of Eagan Ordinances. By Date of Insp.: Insp.: Connection Charge: Account Deposit: _ Permit Fee: Surcharge: Misc. Charges: - Total: Date Paid: L ^e4rv ctr- c SE CITY OF EAGAN ER SERVICE PERMIT 3795 Pilaf Knob Rood PERMIT NO.: Eagan, MN 55122 DATE: Zoning: No. of Units: Owner: Address:-•r, Site Address: j 11,71 Plumber: I agree to comply with the City of Eagan Ordinant . By Date of Insp.: Insp.: SEWER SERVICE PERMIT PERMIT NO.: DATE: No. of Units: Connection Charge Account Deposit: . Permit Fee: Surcharge: Misc. Charges: - Total: Date Paid: Y OFEAGAN Remarks Additio - Lot Blk owner f street 1855 Silver Bell Road , MN 55122 Improvement Date Amount Annual Years Payment Rece" Date STREET SURF. 971 2450.94 245.0 9 10 STREET RESTOR. 7S 939.16 93.92 10 7--L, 70 GRADING SAN SEW TRUNK 41 968 .25 26.78 30 sa SEWER LATERAL 975 181 -9 121.25 15 G9/. .r WATERMAIN WATER LATERAL & areal 973 2496.36 1 15 .S', 0 WATER AREA STORM SEW TRK , 7q 971 1462.4e 73. 12 73/'2 STORM SEW LAT 971 10 , 83 50.14 20 D /,J" CURB & GUTTER Awl SIDEWALK STREET LIGHT 01 Road Unit ..,9472 17660 /8() WATER CONN 5 680 17660 480 UILDIN R. S , . # 1; 604 SAC K 131P7 2006 RESIDENTIAL PLUMBING PERMIT APPLICATION CITY OF EAGAN 3830 PILOT KNOB ROAD, EAGAN MN 55122 651-675-5675 Please complete for modifications to existing residential dwellings. .5V- 6ZD Date ?/ 1 -.2 1 41, Site Street Address Unit # -?_ Property Owner n 0Telephone # ( 4 rz ) Yllo Contractor Ale Qut i 1I a n _cz;+S . V) bg -t H 4d . Telephone # ((v5 1) ? 9Q -0/-1 V Address N0.9tte A} mtltte' city 5i- tC State J\J Zip . S101 J TheApplicant.is: _ Owner ,contractor -Other Septic System _ New _ Refurbished Submit 2 sets of plans and MPC license Includes County fee $ 100.00 Per as-built $ 10.00 Alterations to existing dwelling $ 50.00 Add plumbing fixtures. This fee includes installation of a water softener andlor water heater at the same time. If you are installing only a water softener and/or water heater, do not complete this section; move to the next section and check the appliance(s) you are installing. -Septic System Abandonment -Water Turnaround (add $130.00 if a 518" meter is required) Other: Water Softener Water Heater $ 15.00 _ new _ replacement Lawn Irrigation _RPZ _PVB new -repair -rebuild $ 30.00 State Surcharge $ .50 Total $ So s'o I hereby apply for a Residential Plumbing Permit and acknowledge that the information is complete and accurate; that the work will be in conformance with the ordinances and codes of the City of Eagan and the plumbing codes; that I understand this is not a permit, but only an application for a permit, work is not to start without a permit and work will be in accordance with the approved plan in the event a plan is required to be reviewed and approved. Applicant's Printed Name Applican gnaTturb ??" ?? 73/0 2006 RESIDENTIAL PLUMBING PERMIT APPLICATION CITY OF EAGAN 3830 PILOT KNOB ROAD, EAGAN MN 55122 651-675-5675 Please complete for modifications to existing residential dwellings. Date /7/ I _.,? s' 1-6/, Site Street Address /ver /6'z /--/ /Td Unit#3Ve? I Property Owner be D Telephone # (L r )) yqo - S?2 , / Contractor Mc Qt,1; j 1 Q n -By-us- V bp H 4 Q - Telephone # (6SI) D 92 "y l-) 7 Address (cC L?0.q?ue f??Fr1tL? City 5+. state H lJ Zip : J The Applicant is: _ Owner X Contractor -Other Septic System _ New _ Refurbished Submit 2 sets of plans = o Includes County fee $ 100.00 Peras built $ 10.00 Alterations to existing dwelling $ 50.00 Add plumbing fixtures. This fee includes installation of a water softener and/or water _ heater at the same time. If you are installing only a water softener and/or water heater, do not complete this section; move to the next section and check the appliance(s) you are installing. -Septic System Abandonment -Water Turnaround (add $130.00 if a 5/8" meter is required) Other Water Softener Water Heater $ 15.00 _ new - replacement Lawn Irrigation _RPZ _PVB -new -repair -rebuild $ 30.00 State Surcharge $ .50 Total $ wry so I hereby apply for a Residential Plumbing Permit and acknowledge that the information is compieie and accuiaie, uiei uie work will be in conformance with the ordinances and codes of the City of Eagan and the plumbing codes; that I understand this is not a permit, but only an application for a permit, work is not to start without a permit and work will be in accordance with the approved plan in the event a plan is required to be reviewed and approved. 44 /V. Applicant's ? Printed Name Applican' Slignalu e u??7 ?? ? - '? C) U -?l- COMMERCIAL BUILDING PERMIT APPLICATION CITY OF EAGAN 651-681-4675 (o - ate' ? ? Foundation Only New Construction Interior Improvement • Structural Plans (2) sets • Architectural Plans (2) sets • Architectural Plans (2) sets • Civil Plans (2) • Structural Plans (2) • Code Analysis (1) • Certificate of Survey (1) . Civil Plans (2) • Project Specs (1) • Code Analysis (1) " • Landscaping Plans (2) • Key Plan (1) • Project Specs (1) . Code Analysis (1) " • Master Exit Plan (1) • Spec. Insp. & Testing Schedule •" . Certificate of Survey (1) • Energy Calculations (1) not always-- • Soils Report (1) • Spec. Insp. & Testing Schedule (1) " • Elec. Power & Lighting Form (1) not always- • Meter size must be established • Meter size must be established • Meter size must be established -;f applicable • Project Specs (1) 1 • Energy Calculations (1) 1 • Electric Power & Lighting Form (1) 1 • Master Exit Plan (1) 1 1 • Fire Protection Plan (1)" 1 1 • Soils Report (1) 1 • MOES SAC determination letter • MC/ES SAC determination letter MC/ES SAC determination letter call 651-602.1000 call 651-602-1000 call 651-602-1000 " Contact Building Inspections for sample Food & beverage or lodging facilities: Plan must be submitted to Minnesota Department of Health - call 651-215-0700 for details. DATE (P 07,60) /0 1 WORK TYPE ?_ NEW REMODEL CONSTRUCTION COST DO- OCR SITE ADDRESS 1 75 5' ? 1 f V-e r (?k'. J/ TENANT NAME 5 haj- yDY\ & to Y1 -r SUITE # FORMER TENANT NAME 6x. DESCRIPTION OF WORK ;i a? at?iti?io D 4' 010 {ran °i1?e1u i t?i?b.. cf .`we 2 .crLt_r" t4,'" Ssao i r"r 04: _ yN t Ov/f?n- r+?in b?rxa - LQ- ? ? Phone#: ( T 5d\ °d ;, - 5 ') 5 Name: GO, -S -n PROPERTY Last /? First OWNER Street Address (5o i/ I ' r n/J1 mle A)YA Lc,- 65)e"'nA / City State / / l Y y Zip , /?o CONTRACTOR Company Street Address: [L101 C VH t h /LCD City T)" v1sy( I (t_ State ARCHITECT/ ENGINEER Company Name Street Address City State Phone # Registration # 111 I? I E I1 u L hn JUN 2 7 2001 Licensed plumber installing new sewer/water service: Phone #: 1 hereby acknowledge that I have read this application, state that the information is correct nd agree to comply with all applicable State of Minnesota Statutes and City of Eagan Ordinances. A 00.` ?f(R Signature of Applicant: m Updated 1!C Zip .533 7 OFFICE USE ONLY SUBTYPE ? 01 Foundation ? 14 Apartments ? 15 Lodging ? 25 Miscellaneous WORK TYPE ? 31 New ? ? 32 Addition ? ? 33 Alterations ? ? 34 Replacement ? ? 26 Public Facility ? 30 Accessory Bldg. ? 27 Commercial/In dustrial ? 32 Ext Alt - Apts. ? 28 Greenhouse ? 34 Ext Alt - Comm. ? 29 Antennae ? 35 Ext Alt - PF ? 37 Nail Salon 35 Tenant Impr ? 42 Demolish (Found) ? 46 Windows/Doors 36 Move Bldg ? 43 Reroof ? 47 Repair 37 Demolish (Bldg) ? 44 Siding ? 48 Authorization 38 Demolish (Int) ? 45 Fire Repair GENERAL INFORMATION Census Code SAC Code No. of Units No. of Bldgs. Const. (Actual) (Allowable) UBC Occupancy Zoning # of Stories Length Width Basement sq. ft. First Floor sq. ft. sq. ft. MISCELLANEOUS INSPECTIONS ? Gas Service Test ? Heating APPROVALS Planning Permit Fee Surcharge Plan Review MC/ES SAC City SAC Water Supply & Storage S/W Permit S/W Surcharge Treatment Plant Park Dedication Trails Dedication Water Quality Other Copies Total Building sq. ft. sq. ft. sq. ft. sq. ft. MC/ES System City Water Fire Sprinklered ? Insulation ? Plumbing G Engineering (U t? r VALUATION $ (av - C) % SAC SAC Units Meter Size ) l & t:?j.--) 4:?- ? Stucco/Stone Variance *IC*4?x?.k?k:Gi?? :??:tr.';:M'x7NMMA?bMXM::I.x#x+F?Y?G?' +dC a 3511 ' - uS06?T2li G,•y5 :;unsay :+1pa.+b JFJOJ r S CL'u l38 a3n"1I5 MST' 1006 S4'13 (Was '%nL ul,)-65 S98T TOGS OTU ki?itY':dlid 151"1'.y '??? I GI Si-,t;is60 ?3A:1 hG/.A/TT A31ba WNIMB SC la3IHM NVU03 -7 AlIO ??7t*:?#:1[??::Ic#?k%?I:f.SAX:I?kiPk'??Kd?#7?1?*?Kri:M•"?Wkk:# . 1999 BUILDING PERMIT APPLICATION (RESIDENTIAL) CITY OF EAGAN 3830 PILOT KNOB RD - 55122 5 1 I D 651-681-4675 q q New Construction Requirements RemodellReoair Requirements 1 ` a - I I ? 3 registered site surveys showing sq. ft of lot sq. ft of house and aU roofed areas (20% maximum lot coverage allowed! 1 2 copies of plans (show beam & window sizes; poured fnd: design; etc.) ? 1 set of energy calculations ? 3 copies of tree preservation plan if lot platted after 711193 DATE: /0 - 27-29 DESCRIPTION OF W STREET ADDRESS: LOT: I BLOCK: T SUBD./P.I.D. M ? 2 copies of plan ? 1 set of energy calculations for heated additions ? 1 site survey for exterior additions & decks CONSTRUCTION COST: PROPERTY OWNER Name:- e?ZVjV Phone #: ?? ?O 4 ?Ls?L- Fmc City State: 100 - Zip: S l Z Z Street Company: Ui? 1?G1?1 - Phone #: ZL-, 2-00 CONTRACTOR Street Address: f'4?ClJ??'e License # - __Exp• city State: zip: -- S52 '1z=. ARCHITECT/ ENGINEER Company: Phone #: -_-_--_____ Nazne: --- Registration #: ---- -_- Address:-_- __--___-_------ ------ -- -- Street City --- ---- State: --- - Zip' ---- Sewer & water licensed plumber (required for new construction only): Penalty applies when address change and lot change is requested once permit is issued. I Hereby acknowledge that I have read this application, state that the information is correct, and agree to comply with all applicable State of Minnesota Statutes and City of Eagan Ordinances. l Signature of Applicant: OFFICE USE ONLY Certificates of Survey Received Yes - No Tree Preservation Plan Received Yes - No Not Required OFFICE USE ONLY BUILDING PERMIT TYPE A. . ? 01 Foundation ? 06 4-plex ? 11 10-plex ? 16 Fireplace ? 21 Porch (3-sea.) ? 02 SF Dwelling ? 07 5-plex ? 12 12-plex ? 17 Garage ? 22 Porch/Addn. (4-sea.) ? 03 1 of_ plex ? 08 6-plex ? 13 16-plex ? 18 Deck ? 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 On ly ? 43 Siding/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 (Inte rior) ? 42 Reroof GENERAL INFORMATION Const. (Actual) Basement sq. ft. Census Code (Allowable) Main level sq. ft. SAC Code UBC Occupancy sq. ft. No. of Units Zoning sq. ft. No. of Bldgs # of Stories sq. ft. MC/ES System Length sq. ft. City Water Width Footprint sq. ft. Booster, Pump PRV Fire Sprinklered APPROVALS Planning Building Engineering Variance Permit Fee Surcharge Plan Review License MC/ES SAC City SAC Water Conn. Water Meter Acct. Deposit S/W Permit S/W Surcharge Treatment PI. Park Ded. Trails Ded. Other Copies Total: , 10 SAC Units Valuation: $ r % SAC ?AU? 12 '97 09:42 . •a SHANNON GLEN CONDOMINIUMS % Countrywood Management, Inc. 2905 Countrywood Drive Burnsville, Minn. 55337 1-612-890-4834 Fax 1-612-890-2869 Re: Screen /Class Installation Minneapolis Allied Aluminum Mfgrs. Inc. 7341 Commerce Lane NE Minneapolis, Minn. 55432 To: The Uty of Eagan From: Shannon Glen L N, III, IV Condominiums 1855, 1871, 1887 and 1903 Silver Bell Rd The above mentioned Condominiums at the referenced properties have all approved of the screening and glass installation from Minneapolis Allied Aluminum. This is the only company at this time the association owners may use. P.2 If you need any further information contact Ellen Hilla at 890-4834. Permit Application 01 City Of Eagan a 3830 Pilot Knob Road, Eagan Mn 55122 Telephone # 651-675-5675 FAX # 651-675-5694 ?B T-? o.C) 6 0--a" 10 i}( Foundation Only New Building Interior Improvement • Structural Plans (2) sets • Architectural Plans (2) sets • Architectural Plans (2) sets • Civil Plans (2) • Structural Plans (2) • Code Analysis (1) " • Certificate of Survey (1) • Civil Plans (2) • Project Specs (1) • Code Analysis (1) • Landscaping Plans (2) • Key Plan (1) • Project Specs (1) • Code Analysis (1) " • Master Exit Plan (1) • Spec. Insp. & Testing Schedule " • Certificate of Survey (1) • Energy Calculations (1) not always" • Soils Report (1) • Spec. Insp. & Testing Schedule (1) " • Elec. Power & Lighting Form (1) not always- • Meter size must be established • Meter size must be established • Meter size must be established-4f applicable ! • Project Specs (1) l • Energy Calculations (1) " l l • Electric Power & Lighting Form (1) 1 • Master Exit Plan (1) 1 1 • Emergency Response Site Plan (1) 1 • Soils Report (1) l • SAC determination - call 651-602-1 000 • SAC determination - call 651-602-1000 SAC determination -call 651-602-1000 Call MN Dept of Health at 651-215-0700 for details regarding food & beverage or lodging facilities. •• Contact Building Inspections for sample and if required when it states "not always". Permit for new building or addition will not be processed without Emergency Response Site Plan. "f/ a e, a Date /0 103 Construction Cost Site Address /&SS Jre/' /26 "z?/io (??•?^• ^ Gl°i+ Unit/Ste # ?iD Tenant Name 4 114 Former Tenant Name ivZ4- Description of Work f/ d,1, -k -11VB/Ji-A JJ LL ®C4sru. W//-k Msv Property Owner 44-$e-,ft Telephone # ( ) Contractor el l Address ft"Yo/ ySr'b Ate' ti City /'?D?f State ,?1,7 J Zip -1:5YX7 Telephone # (7r j) SdS -7i$ eo Arch/Engr Registration # Address City State Zip Telephone # ( L- u n .1 3 .. 11 Licensed plumber installing new sower m ater service: Phone #: EL) I, /2 ( k?k v -?YCe_ 4. m ax 5L UI-1, T<s ( A J v -r" I I hereby apply for a Commercial Building Permit and acknowledge that the information mplete and accurate; that the work will be in conformance with the ordinances and codes of the City of Eagan and the State of MN Statutes; 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 Printed Name Applicant's(Slature Sub Types ? 01 Foundation ? 14 Apartments ? 15 Lodging ? 25 Miscellaneous Work Types ? 31 New ? 32 Addition IR' 33 Alteration ? 34 Replacement Valuation Census Code SAC Units Nbr. of Units Nbr. of Bldgs Type of Const D?- OFFICE USE ONLY ? 26 Public Facility ? 30 Accessory Bldg. C?' 27 Commercial/Industrial ? 32 Ext Alt - Apts. ? 28 Greenhouse ? 34 Ext Alt - Comm. L' 29 Antennae ? 35 Ext Alt - PF ? 37 Nail Salon ? 35 Int Improvement ? 38 Demolish (Interior) ? 44 Siding ? 36 Move Bldg. ? 42 Demolish (Foundation) ? 45 Fire Repair ? 37 Demolish (Bldg)* ? 43 Reroof ? 46 Windows/Doors 'Demolition (Entire Bldg only) - Give PCA handout to applicant Occupancy MC/ES System -- Zoning City Water Stories Booster Pump Sq. Ft. PRV Length Fire Sprinklered Width REQUIRED INSPECTIONS - Footings (new bldg) - Footings (deck) - Footings (addition) _ Foundation _ Drain Tile Roof _ Ice & Water _ Final _/ Framing Fireplace _ R.I. -Air Test -Final Insulation Approved By: , Planning Division --------------------------------------------------------------- Base Fee 70 0,0 Surcharge • 5-Plan Review MC/ES SAC City SAC Water Supply & Storage S/W Permit S/W Surcharge Treatment Plant Park Dedication Trails Dedication Water Quality Copies Other _ Final/C.O. _? Final/No C.O. Plumbing _ HVAC Other Pool _ Ftgs _ Air/Gas Tests _ Final Siding _ Stucco _ Stone Windows (new/replacement) Retaining Wall Approved By /'t 4 p- /- • , Building Inspector Total CITY USE ONLY PERMITM ?_7Z ( S RECEIPT DATE: w APPROVED BY: INSPECTOR 2002 COMMERCIAL MECHANICAL PERMrr APPLICATION CITY OF £AGAN 3830 PILOT KNOB RD RAGAN, MN 55182 651-6$1-4675 Please complete for. all commercial/industrial buildings multi-family buildings when separate permits are not required APR 2 3 "2002 DATE: H I9] Iola SITE ADDRESS: I g'55 5 ? ?7 f It l? 1 E? ?`?, fCU OWNER NAME: () bCkj01jf n PHONE #: TENANT NAME (IMPROVEMENTS ONLY): WAS THERE A PREVIOUS TENANT IN THIS SPACE? Y N. NAME: INSTALLER: Pon ft vC'0 STREET ADDRESS: i STATE: 1 ? ,, ) _ ZIP: (p CITY: TELEPHONE #: qt 50n - WORK TYPE: New construction Install U.G. Tank Interior Improvement Remove U.G. Tank _ Processed Piping p Specify Nature ? ofWork: Crk: \a [ )Yl l 8 1- ? f Yh l?- ?cx?F ?(?mr l` Qt((''fl 11yy-?? ) When installing/removing underg oank, call 651-681-4675 for inspection by Fire Marshal and Plumbing inspector. Fees: 1% of contract price OR $50.00 minimum fee, whichever is greater. Underground tank removal/installation = numm„rn fee Contractprice: $ C 1 x l%= $ (Base Fee) State surcharge •?^? calculate at $.50 for each $1,000 Base Fee TOTAL $ /y '1 . c5LJ SIGNATURE OF PERMITTEE Updated 1/02 CITY USE ONLY PERMIT #: RECEIPT DATE: w 2002 RESIDENTIAL MECHANICAL PERMIT APPLICATION CITY OF EmAN 3830 PILOT KNOB RD EAGAN MN 55122 651-681-4675 Please complete for: ? single family dwellings townhomes and condos when permits are required for each unit Date: SITE ADDRESS: OWNER NAME: INSTALLER NAME: STREET ADDRESS: CITY: STATE: Place a check mark next to the permit work type ZIP: Add-on, modification or alteration to existing dwelling unit $ 30.00 • fumace replacement • air exchanger • air conditioner • other Nature of work: State Surcharge $ .50 F Total $ SIGNATURE OF PERMITTEE TELEPHONE #: TELEPHONE #: 1/02 d I PERMIT 0,4040 '?Y OF EAGAN 3830 Pilot Knob Road PERMIT TYPE: BUILDING Eagan, Minnesota 55122-1897 Permit Number: 0 2 5 5 6 4 (612) 681-4675 Date Issued: 05/12/95 SITE ADDRESS: 1855 SILVER BELL RD LOT: 1 BLOCK: 1 EAGAN METRO CENTER 2ND P.T.N.: 10-22451-209-01 DESCRIPTION: (UNIT 212) Building'Rermit Type Building Wc'rk\Type f SF (MISC.) ALTERATION REMARKS: INSTALLATION OF SCREENS & GLASS ON EXISTING BALCONY FEE SUMMARY- VALUATION $3,000 Base Fee $54.00 Surcharge $1.50 Total Fee $55.50 CONTRACTOR: - A p p l i c a n t - OWNER: ..ALLIED ALUMINUM 15713200 DIERCKS GAIL 7341 COMMERCE LN 1855 SILVER BELL RD FRIDLEY MN 55432 EAGAN MN 55122 (612) 571-3200 (612)452-4019 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 Mn. L_ Statutes and City of Eagan Ordinances. APPLICANT/PERMITEE SIGNATURE ?(ktn 441 m. ISSUED BYfIGN R INSPECTION RECORD CITY OF EAGAN PERMIT TYPE: 3830 Pilot Knob Road Permit Number: Eagan, Minnesota 55122-1897 Date Issued: (612) 681-4675 SITE ADDRESS:P.I.N.: 10-22451-209-01 LOT: 1 BLOCK: 1855 SILVER BELL RD EAGAN METRO CENTER 2ND PERMIT SUBTYPE: SF (MISC.) APPLICANT: 1 ALLIED ALUMINUM (612) 571-3200 TYPE OF WORK: DESCRIPTION ALTERATION (UNIT 212) INSPECTION TYPE FRAMING DDATE INSPTR. INSPECTION ROUGH IN PLBG DATE INSPTR. ROUGH IN HTG FINAL REMARKS: INSTALLATION OF SCREENS & GLASS ON EXISTING BALCONY L BUILDING 025564 05/12/95 CITY OF EAGAN 3830 PILOT KNOB RD - 55122 1995 BUILDING PERMIT APPLICATION (RESIDENTIAL) 681-4675" New Construction Reaurrements Remodel/Repair Reoulrements ? 3 registered site surveys ? 2 copies of plan ? 2 copies of plans (include beam & window sizes; poured Md. 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 7/1193 required: _ Yes _ No DATE: May 2, 1995 CONSTRUCTION COST: $ 2,645.00 DESCRIPTION OF WORK: install screens & glass on existing balcony STREET ADDRESS: ' 1855 Silver Bell Rd. #212 LOT BLOCK SUBD./P.I.D. #: -24441L ?T??A" PROPERTY Name: MS. Gail Diercks Phone #: 612-452-4019 OWNER „KT FIRST Street Address- 1855 Silver Bell Rd. #212 City: Eagan State: MN Zip: 55122 CONTRACTOR Company: Mpls. Allied Aluminum Mfg. Inc. Phone 612-571-3200 Street Address: 7341 Commerce Lane NE License Specialty City: Fridley. State: MN Zip- 55432; ARCHITECT/ Company: Phone #• ENGINEER Name: Registration # Street Address* City: State: Zip: Sewer & water licensed plumber: Penalty applies when address change and lot change are requested once permit is issued. 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. Signature of Applicant: ?- OFFICE USE ONLY 1 IF#; It= F, (r* p p- r -F 7 Certificates of Survey Received _ Yes _ No I MAY 0 9 1995 Tree Preservation Plan Received Yes No OFFICE USE ONLY BUILDING PERMIT TYPE r !!s 4 ,-. ? 01 Foundation ? 06 Duplex ? 11 Apt./Lodging ? 16 Basement Finish ? 02 SF Dwelling o 07 4-plex ? 12 Mufti Repair/Rem. ? 17 Swim Pool ? 03 SF Addition ? 08 8-plex ? 13 Garage/Accessory ? 20 Public Facility ? 04 SF Porch ? 09 12-plex ? 14 Fireplace ? 21 Miscellaneous 0405 SF Misc. ? 10 _ plex o 15 Deck WORK TYPE ? 31 New &"3 Alterations ? 36 Move ? 32 Addition ? 34 Repair ? 37 Demolition GENERAL INFORMATION Const. (Actual) Basement sq. ft. MC/WS System (Allowable) Main level sq. ft. City Water UBC Occupancy sq. ft. Fire Sprinklered Zoning sq. ft. PRV # of Stories sq. ft. Booster Pump Length sq. ft. Census Code. Kf y Depth Footprint sq. ft. SAC Code Census Bldg i Census Unit o APPROVALS Planning Building Engineering Variance Permit Fee Surcharge Plan Review License MCIWS SAC City SAC Water Conn. Water Meter Acct. Deposit S/W Permit S/W Surcharge Treatment PI. Road Unit Park Ded. Trails Ded. Other Copies Total: Valuation: % SAC SAC Units PERMIT„ j? ?- CITY OF 6GAN 3830 Pilot Knob Road PERMIT TYPE: o u 1 I. q Ir Eagan, Minnesota 55123 Permit Number: 0 2 0 6 4 25/93 (612) 681-4675 Date Issued: 0,/ SITE ADDRESS: 1855 SILVER BELL RD LOT: 1 OLOCK: 1 E A G A N METRO CENTER 2N0 P?I,N.: 10--22451-209-01 DESCRIPTION: FLOORING REPLACEMENT -0ui1.dira,e Pei nit l -vlre M ULTI. (N1:5C.) Building Work Type REPAIR UBC Occupanby R--1. l` REMARKS FEE SUMMARY- VALUATION Base Fee S1-1raharge Total Fee $1,406.00 -- $159.5 $1.,565.50 $319,000 CONTRACTOR: -- Applicant - OWNER: GREOCRY CONSf' 27584359 SHANNON GLEN CONODS 1703 391H AVE NE 1555 SILVER BELL RD COLUIhBIP, HEIGHTS hIN 55 121 EAGAN MN (512) 782-4359 I hereby acknowledge that I have read this application ?nd state Lh,:t the information Is correct. and -agree to comply with alt ,:ppl.lcabl°o Si.atr? 01 Mri. Statutes and City of Eagan Ordinances. APPLICANT/PERM EE SI ATURE SSU BY: S? URE CITY OF EAGAN 3830 Pilot Knob Road Eagan, Minnesota 55123 (612) 681-4675 INSPECTION RECORD PERMIT TYPE: Permit Number: Date Issued: BUILD:LNG 020361 02/25/93 SITE ADDRESS: 1855 r:ALAN METRO LOT; SILVER BELL RD CFiVTER 2ND APPLICANT: I BLOCK: 1. GREGORY CONST (612) 758-4359 PERMIT SUBTYPE: TYPE OF WORK: MULTI. (MISCe) REPAIR DESCRIPTION FLOORING RFPLACEMEI REACTIVATE _ CITY OF EAGAN PERMIT M 1993 BUILDING PERMIT APPLICATION lot# 681-4675 FES 12 RECD p SINGLE & MULTI-FAMILY 2 sets of plans, 3 registered site surveys, 1 copy of energy calcs. COMMERCIAL 2 sets of architectural & structural plans, 1 set of specifications, 1 copy of energy calcs. Penalty applies: 1) when permit is typed, but not picked up by last working day of month- in which request is made, 2) address is changed or 3) lot change is requested once permit is issued. Date / /?l / 3 Valuation of work -Yoyd a OCR : f - g(a,ooo ntov«J Site Address: /95, ?Ilue/(3e1f Oct E4Je?L STREET SUITE N Tenant Name: (commercial only) LOT BLOCK SUBD. ?r ?? ?fit1 P.I.D. Description of work: Rzelac;o 6- U4,,e Floortn The applicant is: ? Owner 12 contractor ? Other (Describe) I Name Phone Prooertv LAST FIRST Owner Address STREET STE # City State Zip Company Aqq u Consl(ocs)Iofl Phone 729_q355 Contractor Address 1703 3°d? Av 06 License lioaosi-7i Exp. ti q City Got 441 s. State MI) Zip SSAIdl Company Phone Architect/ Engineer Name Registration ,f Address City State Zip Sewer & water licensed plumber Processing time for sewer & water permits is two days once area has been approved. 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. L1?n- ? Signature of Applicant: l 11 OFFICE USE ONLY BUILDING PERMIT TYPE 9 V • l ,? ? 01 Foundation ? 06 Duplex ? 11 Apt./Lodginq? r ? ,1,6. BasgmeB,t Finish ? 02 SF Dwg. ? 07 4-Plex Sr12 Multi. Misc. ? 17 Swim Pool ? 03 SF Addition ? 08 8-Plex ? 13 Garage/Accessory ? 18 Comm./Ind. ? 04 SF Porch ? 09 12-Plex ? 14 Fireplace _ ? 19 Comm./Ind. Misc. ? 05 SF Misc. ? 10 Multi. Add'l. ? 15 Deck ? 20 Public Facility ? 21 Miscellaneous WORK TYPE ? 31 New ? 33 Alterations ? 35 Tenant Finish ? 37 Demolish ? 32 Addition D? 34 Repair ? 36 Move GENERAL INFORMATION "' Const. (Actual) Basement sq. ft. MWCC System ((Allowable) 1st Fl. sq. ft. City Water UBC dccupancy 2nd F1. sq. ft. PRV Required Zoning Sq. Ft. total Booster Pump 0 of Stories Footprint Sq. ft. Fire Sprinkler Length On-site well Census Code -- Depth On-site sewage SAC Code APPROVALS Planning Building Assessments Engineering Variance REQUIRED IN SPECTIONS {,EPLACE GYP- C ROTC FLOOR/>44 ? Site ? Footing ® Framing ? Insulation ? Wallboard )0 Fi nal ? Draintile ? Fireplace Permit Fee Surcharge Plan Review License MWCC SAC City SAC Water Conn. Water Meter Acct. Deposit S/W Permit S/W Surcharge Treatment Pl. Road Unit Park Ded. Trails Ded. Copies Other Total: I q 06.00 vatuation: $1? O OD 15 q, 3-0 IJZERN, i 6 3?.sz? 14 isr lOVAA 3,5v xtiklq K .; c.. 0-C4 N AqL¢t 155.5--a 311 ? 00'0 jc , o0 0-C_ ts(-;, 5 - S-a SAC % SAC Units BEA SLOMWIST MAYOR THOMAS EGAN MARK PARRANTO JAMES A. SMITH. THEODORE WACHTER COUNCIL MEMBERS January 25, 1980 idetram Properties 7401 Metro Boulevard Suite 315 Edina, Minnesota 55435 CITY OF EAGAN 3795 PILOT KNOB ROAD EAGAN, MINNESOTA 55122 - PHONE 454-8100 ?prKl RE: Shannon Glenn Condominiums Plan Check: Corrections to Meet City & State Codes. Sheet - A? 1 1. 8 inch Ductile iron waterpipe instead of CIP. 2. 2 (two) 10-67 Pacer model fire hydrants as noted. 3. Additional footing depth at garage door trench drain as necessary. General THOMAS HEDGES CITY ADMINISTRATOR ALYCE BOLKE CITY CLERK 1. Three (3) dwelling units in each building to be equiped with 2'8" (two feet, eight inch) doors to sleeping rooms, bathroom as per SBC 55-A- Handicapped. 2. Three (3) dwelling units to have (3) three foot clearance in front of water closet as per Chapter 55. Note: These provisions will insure Handicapped retrofit if necessary. 3. Each Building shall displsy addresses on the street side in numerals a minimum of (12) twelve inches high, and in a contrasting highly visible finish. 4. Each floor shall be identified by raised or recessed numerals in all stair towers and elevator openings as per Chapter 55. 5. Site Plan as revised December 20, 1979 which is on file with the City must be adhered to. fully„su mitted, Resepc(t4eterson D/allteSBuilding Official cc Martin DesLauriers - Chief of Police Bob Childers - Chief of Fire Department Tom Colbert - Director of Public Works Dale Runkle - City Planner Doug Moe - Architect DSP/j1r THE LONE OAK TREE ... THE SYMBOL OF STRENGTH AND GROWTH IN OUR COMMUNITY. International Conference of Building Officials 5360 SOUTH WORKMAN MILL ROAD • WHITTIER, CALIFORNIA 90601 (213) 699-0541 r BOARD OF DIRECTORS February 13, 1990 OFFICES OF PRESIDENT CHAIRMAN JAMES E. BIHR. P.E. BRENT SNYDER, C.B.O. BUILDING OFFICIAL EXECUTIVE VICE PRESIDENT Joe Merchak DONALD R. WATSON. RE. PACIFICA. CALIFORNIA Construction Analyst S ° FIRST VICE-CHAIRMAN ions Protective Irspe,-.F J°'"' EUGENE J. ZELLER, P.E., L.B.O. SUPERINTENDENT OF BUILDING F City of Eagan AND SAFETY FETY 3830 Pilot Knob Road CALIFORNIA LONG BEACH. Eagan, Minnesota 55122-1897 SECOND VICE-CHAIRMAN JAMES L. MANSON. C.B.O. DIRECTOR, DEPARTMENT OF SUW T: Staples for Ply*vod-Subfloorinq BUILDING AND SAFETY COUNTY OF SPOKANE Table No. 25-P SPOKANE, WASHINGTON 1979 Uniform Building Code IMMEDIATE PAST CHAIRMAN WILLIAM E. SCHLECHT, C.S.O. BUILDING OFFICIAL Dear Mr. Metchak: COUNTY OF WASHINGTON HILLSBORO. OREGON your letter dated January 18, 1990 you requested that your two . ROBERT J. EPPSTEIN. C.B.O CHIEF BUILDING OFFICIAL concerns be addressed in separate letters- FREMONT. CALIFORNIA BOB FOWLER, P.E.. AIA. C.B.O. Your second concern is under what ciramstanoes are staples an DIRECTOR OF BUILDING INSPECTION ABILENE. TEXAS acceptable form of attachment for plywood subflooring- Also, you O asked if Table No. 25-P prohibits their use? Table No. 25-P . JAN P. GASTERLAND, C.B. BUILDING CODE OFFICER ILDING ODE OFFICER specifies the type, number and spacing of fasteners required for vpK?epc?•? ST. different applications. In Item No. 25 of the table, camnc)n and P GTON .T L . B OF O . DEPA DEPARTM1IEN OF box nails are specified for attachment of the subflooring. This DIRECTOR R D. BUILDING AND D SAF table does not specifically prohibit the use of staples. RENO NEVADA DOUGLAS E. HOOD. C.B.O. BUILDING OFFICIAL [?,,..4 Le_^s that th?..is code is LN` _?y intended prevent `o _ Section 105 states COLORADO RIVER INDIAN TRIBE S ZONA R R use of any material or method of construction not specifically PARKE . A I prescribed by this code- The building official may approve GORDON W.MURDOCH.P.E. BUILDING OFFICIAL alternates provided he finds that the alternate is at least DANAPOINT, CALIFORNIA equivalent to the provision specified. Me building official can I O MICHAEL accept evaluation reports as one method of meeting this criteria. UILD G OFFICIAL BUILDING CRESWELL. OREGON A report that addresses staples and nails 15 NEt-272 for RON PERKEREWICZ. C.B.O. International Staple, Nail and Tool Association. A copy of this DIRECTOR COMMUNITY OPMENT _ y? l? your is enclosed for Spy-" ?enieno . r DEVEL T COUNTY OF KITSAP PORT ORCHARD. WASHINGTON We hope that the above information will be of assistance to you. JAMES R. SINGLETON, C.B.O. TY DMINIBTRATOR If we may be of further assistance, please do not hesitate to A BUILDING SAFE TUCSON.ARIZONA contact us THOMAS R. THOMPSON. C.B.O. BUILDING OFFICIAL BROOMFIELD. COLORADO sincerely, ROBERT D. WEBER. P.E.. C.B.O. DIRECTOR. DEPARTMENT OF BUILDING A COUNTY OF CLARK ?4 GASNEVADA LAS VE A _ ALLEN O. ZEPPER, C.B.O. BUILDING OFFICIAL Dennis IT. P. OOdP? Senior Staff Engineer I, STILLWATER. MINNESOTA ??A wm: km FAX NUMBERS Order Deoanmem 121 31 6 92 3853 E'tlelosure I,NER-272) P I Review 121316923625 ICBO ES 121 31 69 5-4696 Admmrstraboo (2131 699 8031 Regional offices: 6738 N.W. Tower Drive • Kansas Citv, Missouri 64151 - (816) 741-2241 2122-112th Avenue, N.E., Suite B-300 - Bellevue, Washington 98004 - (206) 451-9541 93001ollvville Road, Suite 200 - Austin, Texas 78759.7455 - (512) 794-8700 0 A International Conference of Building Officials 5360 SOUTH WORKMAN MILL ROAD WHITTIER, CALIFORNIA 90601 (213) 699-0541 BOARD OF DIRECTORS OFFICES OF CHAIRMAN BRENT SNYDER. C.B.O. BUILDING OFFICIAL PACIFICA. CALIFORNIA February 13, 1990 PRESIDENT JAMES E. BIHR. P.E. EXECUTIVE VICE-PRESIDENT DONALD R. WATSON. P.E. FIRST VICE-CHAIRMAN EUGENE J. ZELLER, P.E., C.B.O. SUPERINTENDENT OF BUILDING AND SAFETY LONG BEACH, CALIFORNIA SECOND VICE-CHAIRMAN JAMES L. MANSON. C.B.O. DIRECTOR, DEPARTMENT OF BUILDING AND SAFETY COUNTY OF SPOKANE SPOKANE. WASHINGTON IMMEDIATE PAST CHAIRMAN WILLIAM E. SCHLECHT. C.B.O. BUILDING OFFICIAL COUNTY OF WASHINGTON HILLSBORO. OREGON ROBERT J. EPPSTEIN. C.B.O. CHIEF BUILDING OFFICIAL FREMONT. CALIFORNIA BOB FOWLER. P.E.. AIA. C.B.O. DIRECTOR OF BUILDING INSPECTION ABILENE. TEXAS JAN P. GASTERLAND. CB 0, BUILDING CODE OFFICER ST. PAUL. MINNESOTA PHILLIP M. HERRINGTON. C.B.O. DIRECTOR. DEPARTMENT OF BUILDING AND SAFETY RENO.NEVADA DOUGLAS E. HOOD. C.B.O. BUILDING OFFICIAL COLORADO RIVER INDIAN TRIBES PARKER. ARIZONA CORDON W. MURDOCH. P.E. BUILDING OFFICIAL DANA POINT, CALIFORNIA MICHAEL J. NOLTE. C.B.O. BUILDING OFFICIAL CRESWELL, OREGON RDN PERKEREWICZ. C.B.O. DIRECTOR OF COMMUNITY DEVELOPMENT COUNTY OF KITSAP PORT ORCHARD. WASHINGTON JAMES R. SINGLETON. C.B.O. BUILDING SAFETY ADMINISTRATOR TUCSON. ARIZONA THOMAS R. THOMPSON. C.B.O. BUILDING OFFICIAL BROOMFIELD. COLORADO ROBERT D. WEBER. P.C. C.B.O. DIRECTOR. DEPARTMENT OF BUILDING COUNTY OF CLARK LAS VEGAS. NEVADA ALLEN O. ZEPPER, C.B.O. BUILDING OFFICIAL STILLWATER, MINNESOTA FAXNUMSERS OrOV DCPan"nt (213) 692 3653 Plan Reva* t213) 692 3425 ICBOES 121316954694 AEm,nrslraWn 121 31 699 6031 Joe Merchak Construction Analyst Protective Inspections City of Fagan 3830 Pilot Knob Road Eagan, Minnesota 55122-1897 SUB=: Plywood Grade Table No. 25-R-1 1979 Uniform Building Cbtde Dear Mr. MercTak: In your letter dated January 18, 1990 you asked for separate letters addressing the two questions contained in that letter. This letter will address your first concern regarding whether CC and CD grades of plywood are acceptable if they are not structural I or II for plywood subfloor and roof sheathing. Yes, all four types of plywood are acceptable. Please note that Footnote No. 3 to Table 25-R-1 specifies that an identification index, now ]mown as span index, must appear on the plywood panels. I hope that the foregoing has fully answered your question. If we may be of further assistance, please do not hesitate to contact us. Sincerely, Dennis J. , P.E. Senior Staff Engineer, Qbdes WM:km Regional Offices: 6738 N.W. Tower Drive Kansas City, Missouri 64151 • (816) 741-2241 2122.112th Avenue, N.E., Suite B-300 • Bellevue, Washington 98004 • (206) 451-9541 9300 Jollyville Road, Suite 200 • Austin, Texas 78759-7455 • (512) 794-8700 of 3830 PILOT KNOB ROAD EAGAN, MINNESOTA 55122-1897 PHONE: (612) 4548100 FAX. (612) 4548363 February 21, 1990 JUDD PETERSON R A PETERSON ASSOCIATES 512 PLYMOUTH BUILDING MINNEAPOLIS, MN 55402 Dear Mr. Peterson: THOMAS EGAN Maya DAVID K GUSTAFSONN PAMELA McCZEA TIM PAWLENTY THEODORE WACHTER Council Members THOMAS HEDGES Cdy Adminwrator EUGENE VAN OVEReEKE Cay Clerk Please find enclosed copies of ICBO's interpretation of the code items per your recent request. Sincerely, f - c I y C.K. Joe Merchak, Construction Analyst Protective Inspections Enclosures JM/mg cc: Ellen Hilla, Country Wood Management THE LONE OAK TREE ...THE SYMBOL OF STRENGTH AND GROWTH IN OUR COMMUNITY Equal Opportunfiy/Affirmative Acfion Employer 1' I I t I; ( i?O R ri'(d o ?et? f Zi6t, of 3830 PILOT KNOB ROAD EAGAN, MINNESOTA 55122-1897 PHONE: (612) 454-8100 FAX: (612) 454-8363 January 18, 1990 DENNIS MCCREARY INTERNATIONAL CONFERENCE OF BUILDING OFFICIALS 5360 SOUTH WORKMAN MILL ROAD WHITTIER, CALIFORNIA 90601 Dear Mr. McCreary: THOMASEGAN Mayor DAVID K GUSTAFSON PAMELA MCCREA TIM PAWLENTY THEODORE WACHTER Council Members THOMAS HEDGES City Administrator EUGENE VAN OVERBEKE City Clerk Recently, our office was requested to obtain a formal interpretation of the following items pertaining to the 1979 Edition of the Uniform Building Code: 1. Table 25-R-1: are CC and CD grades acceptable if they are not structural I or II? 2. Under what circumstances are staples an acceptable form of attachment for plywood subflooring? Does Table 25-P prohibit their use? A separate letter addressing each item individually would be appreciated. Sincerely, Joe Merchak, Construction Analyst Protective Inspections JM/js CC: Judd Peterson, R.A. Peterson Associates 512 Plymouth Building Minneapolis, MN 55402 033- 3gSSZ Ellen Hilla, Country Wood Management 2905 Country Wood Drive Burnsville, MN 55337 grj 0 - y 83?? THE LONE OAK TREE.. .THE SYMBOL OF STRENGTH AND GROWTH IN OUR COMMUNITY Equal Opportunity/Affirmative Action Employer Council of American Building Officials [111: ? 1111m NATIOIIAL CONFERHIlm 'AN1tLL0111141OFFICU" AID CODE -SOUTNERN NJUJIM CODE OF WILDMO 01FICIAf.9 ma1RB6TRATOR9 O nw"TIONod , mmr. CONMER8INTEANATIONAL, INC. 5380 South Workman NO Road 4Ml Wed Flootor oor fload - - 9W Montclair Road Whittier. CatNornk 9o8ft1 :country Ck*H1W lumo1a 80477 79irminpham. Alabama 35213 Report No. NER-272 Printed February 1989 THIS REORT 19 SUBJECT AMINATION IN TWO YEARS NATIONAL EVALUATION SERVICE COMMITTEE RE-EX PNEUMATIC OR MECHANICALLY DRIVEN STAPLES, NAILS, P-NAILS AND ALLIED FASTENERS FOR USE IN ALL TYPES OF BUILDING CONSTRUCTION INTERNATIONAL STAPLE, NAIL AND TOOL ASSOCIATION 435 NORTH MICHIGAN AVENUE SUITE 1717 CHICAGO, ILLINOIS 60611 BeA - Brand Name BeA Fasteners, Inc. East Hanover, New Jersey 07936 Bostich - Brand Name Stanley - Bostitch East Greenwich, Rhode Island 02818 Duo-Fast - Brand Name Duo-Fast Corporation Franklin Park, Illinois 60131 ATRO-international - Brand Names International Staple & Machine Company Post Office Box 629 Butler, Pennsylvania 16001 Paslode - Brand Name ITW - Paslode Lincolnshire, Illinois 60015 Senco - Brand Name Senco Products, Inc. Cincinnati, Ohio 45244 1. Subject: Pneumatic or Mechanically Driven Staples, Nails, P-Nails and Allied Fasteners for Use in All Types of Building Construction. II. Description: A. Manufacturers, Fasteners described in this report are manufactured by the above listed member companies of the International Staple, Nail and Tool Association. B. Staples: The staples are manufactured from No. 18, No. 16, No. 15, No. 14, No. 13 or No. 12 gauge, round semiflattened or flattened, plain or zinc-coated steel wire and are driven with pneumatic or mechanical devices, The staples are available with outside crown widths varying from '/„ inch to 1 inch. Leg lengths vary from '/, inch to 3'/2 inches in %-inch increments. The staples are cohered in clips or strips. Staple crown widths and leg lengths specified in this report are overall dimensions. The staples are designed for a variety of uses as indicated in the tables in this report. Staples are also manufactured from nonferrous wire for attachments as set forth in Table No. XVIII and Table No. XIX. C. Coatings: The coatings used consist of certain polymers in contrast to resins. Coated fasteners may be identified on the fastener carton or other packaging material by the word "coated" or a trade name implying a coating. Coated fasteners meet or exceed the holding power of the uncoated fastener and hence may be used in place of any uncoated fastener listed in this report. D. P-Nails, Round-head Nails and Modified Round-head Nails: The nails are formed from plain steel wire, zinc-coated steel wire, stainless steel wire or nonferrous wire with T-shaped heads, standard-diameter roundhead nails or modified round-head nails. Nails are supplied with smooth, coated or mechanically deformed shanks and are assembl- ed or cohered in clips, strips or coils. The various uses are as set forth in tables in this report. Nails are driven with pneumatic or mechanical devices and are referred to as "P-Nails" (Power Nails) in the tables. E. Hardened Steel Screw Nails: The collated hardened screw shank nails shall have a minimum shank diameter of .120 inch with diamond points. The screw shank flutes of the nail shall begin V2-inch maximum distance from the underside of the nail head and continue to the top of the Thisreporris9misedto tkespeetlkproductanddataandeeareporntmbminedbyOegWbcantinhst4y9eatimrequettbgtkbreport.Noi dgmdem tern were performed by the Notbwd £vehuNton Snvkt Committee and the committer tpeelrkaffy does not nuke any warody, efMer erpretted or bup&4 a to any fb&&g8 or other mane. be ekiereport was to any prodma eovered by this report. This disclaimer inehWa. but &,w Wilted to, mrcrchentdra/ty. This report h she subject to the Embadomt fitted herdk rage of 27 Page 2 of 27 Report No. NER-272 nail point. The nails are driven with a pneumatic device for the attachment of subflooring directly to 0.0747-inch (No. 14 gauge) steel floor joists, providing a minimum penetra- tion through the steel floor joist of 'A inch. Nail spacing for plywood is 6 inches on center at panel edges and boun- dary members and 12 inches on center at intermediate sup- ports. Two nails per board are required for tongue-and- groove sheathing. F. Corrugated Fasteners: The corrugated fasteners are manufactured from .020-inch-thick AISI C1010 steel, have a 1-inch width with h-inch-long tapered legs and are cohered in clips, strips and coils. The fasteners are driven with a pneumatic tool and are intended for use in fabricating woodframe wall construction or end-gable framing members as follows: 1. Two corrugated fasteners installed on each side of stud to plate connections are equivalent to the two 16-penny box nails as set forth in Table No. XIV. 2. Top plates connected with corrugated fasteners spaced 16 inches on center located on each side of the plate are equivalent to the 16-penny box nails spaced 16 inches on center as set forth in Table No. XIV. 3. Top plate splices connected with two fasteners located on each side of the plate lap are equivalent to the two 16-penny box nails as set forth in Table No. XIV. 4. End-gable framing of roof jack connections has two fasteners on each side. G. Fastener Tolerances: All staples and nails shall con- form to the tolerances specified in FF-N-105B, March 17, 1971, federal specification entitled "Nails, Brads, Staples and Spikes: Wire, Cut and Wrought" and its amendments. H. Identification: Fasteners are identified by labels attach- ed to the containers that indicate the manufacturer's name and NER report number. Labels for staples also indicate the gauge and leg length. Labels for P-Nails indicate the diameter and length. Labels for other nails indicate the pen- ny designation and style. III. Evidence Submitted: 1. Shear resistance calculations for staples and nails in horizontal and vertical diaphragms. 2. Withdrawal-resistance and lateral-resistance comparison calculations for staples versus nails. 3. Withdrawal-resistance and lateral-resistance load tests for staples in wood-to-wood, wood-to-concrete, metal- to-concrete and lath-to-wood applicators. Findings IV. Findings: The National Evaluation Service Commit- tee finds that fasteners fisted in this report are alternate methods of attachments to those specified in the 1987 BOCA National Building Code and the 1989 Supplement, the 1988 Standard Building Code, and the 1988 Uniform Building Code, subject to the following conditions: 1. The crown width and gauge of staples, and the leg length and diameter of P-Nails, modified round-head or round-head nails, specified in tables in this report are minimum. Larger fasteners than specified, may be us- ed for all applications. 2. Diaphragm and other construction noted in this report shall conform to all applicable provisions of the code. 3. All staples attaching diaphragm and nondisphragm plywood or Much nominal sheathing shall be installed with the crowns of the staple parallel to the long dimen- sions of the framing members and are driven flush with the surface of the sheathing. The spacing, wire gauge and leg lengths of the fasteners shall be installed as set forth in this report. 4. P-Nails are installed with heads perpendicular to the face grain, set flush with the surface of the plywood. This report is subject to re-examination in two years. Report No. NER-272 Page 3 of 27 CONTENTS Table No. STAPLE & NAIL VALUES FOR STRUCTURAL DESIGN Page I Fastener Types, Dimensions & Allowable Loads ...............................................5 II Diagonal Sheathing NominalI by Lumber - Values ...........................................6 HORIZONTAL DIAPHRAGMS III 5/16" & 3/8" STRUCTURAL I Grade Plywood .......................... .....................7 IV 1/2" STRUCTURAL I Grade Plywood .................................. .....................8 V 5/16" & 3/8" Plywood Grades CC, CD and STRUCTURAL II ............ .....................9 VI 1/2" Plywood Grades CC, CD and STRUCTURAL II .................... ....................10 VII 518" Plywood Grades CC, CD and STRUCTURAL II .................... ....................11 SHEAR WALLS (Direct to Framing & over 1/2" Gypsum Sheathing) VIII 5/16" STRUCTURAL I Grade Plywood .....................................................12 IX 3/8" STRUCTURAL I Grade Plywood ......................................................13 X 1/2" STRUCTURAL I Plywood and 5/16" Plywood Grades CC, CD and STRUCTURAL II...... 14 XI 3/8" and 1/2" Plywood Grades CC, CD and STRUCTURAL II ...............................15 XII 5/16" and 3/8" Plywood Exterior Panel Siding ...............................................16 VERTICAL DIAPHRAGMS OF WALL SHEATHING XIII Sheathing, Fiberboard, Gypsum, Lath & Plaster, Stucco .......................................17 STAPLES & NAILS FOR GENERAL ATTACHMENTS XIV Fastening Schedule for Framing ........................................................ ....18 XV Nominal I by Subflooring, Wall & Roof Sheathing, & Metal Stud Track and Interior, Nonshear or Nonbearing Walls ......................................................... ....19 XVI Plywood Subfloor & Roof Sheathing 20 XVII Plywood Wall Sheathing ............................................................... .... 21 22 XVIII Plywood Panel Siding, Wall Sheathing & Floor Underlayment .............................. .... XIX Roof & Wall Covering Materials ....................... 2 3 XX Lath Plaster, Gypsum Wallboard & Gypsum Backer Board ................................ ....24 XXI, XXII Lath & Gypsum Wallboard Attached to Nailable Metal Studs .............................. ....25 APPENDIX .......................................................................... ....26 Page 4 of 27 ROUND-HEAD NAILS (P-Nails) BASIC FASTENER STYLE GUIDE T-NAILS (P-Nails) RING SHANK CORRUGATED FASTENERS TYING FASTENERS r s ?J?1?f r,-i'?JJ Report No. NER-272 STAPLES SCREW SHANK MODIFIED ROUND-HEAD NAILS (P-Nails) Report No. NER-272 TABLE NO.1 FASTENER TYPES, DIMENSIONS AND ALLOWABLE LOADS Page 5 of 27 PENETRATION REOINRED FOR ALLOWABLE LOAD (In Pounds)sr FASTENER' WIRE WIRE LATERAL( aTRENGTN LatanP wlthch I StntgtM DESCRIPTION2 IXA. GA. MD YAM 69PM Bbengtn. 9outMm Pift Douglas Fit-Larch 6d Cooler Nail .0915 13 1 46 27 23 6d Box Nail .099 25 P-Nail .097 12'6 14k 51 29 Staple .0625 16 1 51 36 32 6d Casing Nail .099 Finish T-Nail .097 12'!z IVs 51 - 6d Common Nail 8d Cooler Nail 8d Box Nail .113 1116 29 P-Nail VA 63 35 6d Ring Shank Nail 1 34 6d Screw Shank Nail .120 11 1% 18 4 Rd Casing Nail Finish T-Nail .113 1U12 1V. 63 - - Staple .072 15 1 64 42 37 IOd Cooler Nail .1205 I1 I 3h 69 36 31 Staple .080 14 1 75 46 41 IOd Box Nail 1 76 38 33 12d Box Nail .128 10!/, 1 4 10d Casing Nail ' Finish T-Nail -128 1045 1 k 76 - - 8d Common Nail P-Nail .131 IOV. 145 34 8d Ring Shank Nail 78 41 8d Screw Shank Nail 120 I 1 I /. 16d Box Nail .1350 10 IVs 81 41 - Staple .0915 13 1 92 53 49 IOd Common Nail P-Nail .148 9 30d Ring Shank Nail lOd Screw Shank Nail .135 10 9 38 12d Common Nail 1% 4 46 16d Sinker Nail .148 9 12d Ring Shank Nail 12d Screw Shank Nail .135 10 Staple .1055 12 1'h 113 62 54 16d Common Nail .162 8 16d Ring Shank Nail 1 V. 108 50 42 16d Screw Shank Nail .148 9 'Special length P-Nails or nails with shank diameters a noted above having smooth, barbed, screw or TW shanks may be used, provided the total length of fastener provides the penetration into the receiving member plus the thickness of the anschmmt material. These fiesepcs will have the same values as tabuletW above. 'Staples shag have a Y,,.-inch minimum O.D. crown width. 'For wood diaphragms resisting wind or seismic loading these values may be increased 30 patent in addition to the 33% percent increase permitted for duration of load. 'The tabulated allowable lateral values we for fasteners installed in Douglas Fir-Larch or Southern Pine (Group 11 species). To determine the Allowable values when both tht attached wood member and the supporting (main) wood member are in the same group, but not Group 11, multiply the values fisted in the above table by the following conversion factors: 1-1.23, 111-.82, IV-.65. !f the attached and supporting members arc in different groups, use the convention factor for the wood in the higher Stoup. See Table A in the Appendix for a list of the wood species included in each group. 'Allowable values shall be adjusted for duration of load in Accordance with standard engineering practices. Where metal side plates we used, lateral strength values may be increased 23 percent. 'W'ithdrawal values are for fasteners insetted perpendicular to the grain in pounds per lineal inch of penetration into the main member of Douglas Fir-Larch or Southern Pine. Withdrawal strength for faseeners shall not be increased by a factor greater than two, regardless of increased penetration. 'Loads for 8d, 10d, and 16d threaded nails (Ming and Screw Shads) are the some at for common snails of the same pennyweight (Rd, 10d, and 16d). 'The tabulated penetration are for fasteners installed in Group I or 11 species. Penetration shag be increased to 13 diameters for Group IL and 14 diameters for Croup IV species. Page 6 of 27 TABLE NO. 11 DIAGONAL SHEATHING HORIZONTAL OR VERTICAL DIAPHRAGM VALUES5 (I x 61 OR I x 62) Report No. NER•272 FASTENER DESCRIPTION WIRE DIA. WIRE GA. REEOOUIRED LEG LENGTHS 61"MuM SHHEEAAF-VBALUE bas. Far FL) .0625 16 195 3- .072 IS 245 STAPLES .080 14 1 285 .0915 13 300 .097 121k It/. 195 P-NAILS 113 I I'?? 2 240 .131 2'/. 300 Special Length Nails .131 10%. 2! 300 8d Common Nails .131 10111 Bd Ring Shank Nails 2'h 300 8d Screw Shank Nails 120 I I 6d Box Nails ,099 12'f: Is/a 195 6d Common Nails .113 I I ?F. 2 240 ' 1 z 6 sbeashing shall be connected to each intermediate bearing with not less than two staples at mails. Three staples or nails are required at diaphragm boundaries. 11 x 8 sheathing shall be connected to each intermediate bearing with not less than three staples or nails. Fom staples or nails are required at diaphragm boundaries. 'Staples shall have a minimum crown width of y,4 inch O.D. 'Staples and units shall be driven flush with the top surface of the sheathing. 'The tabulated allowable lateral values are for fasteners installed in Douglas Fit-Larch or Southern Pine (Group II species). To determine the Allowable values when both the attached wood member and the supporting (main) wood member are in the same group, but not Group 11, multiply the values listed in the table by the following conversion factors: 1-1.33, 111-82, IV-.63. If the attached And supporting members are in different groups, use the lower wnversion factor. See Table A in the Appendix for a list of the wood species included in each group. `The tabulated penetrations are for fasteners installed in Group 1 or 11 species. Penetration shall be increased to 13 diameters for Group III and 14 diameters for Group IV species. Report No. NER-272 TABLE NO. 111--ALLOWABLE SHEAR FOR WIND OR SEISMIC FORCES IN POUNDS PER FOOT FOR HORIZONTAL PLYWOOD DIAPHRAGMS'- 6 Page 7 of 27 BLACKED DIAPHRAGMS UNBLOCKED DIAPHRAGM Nall BpaclnD N DlapMgm %MIS 8gcatl 'MAXIMUM at Bourmdarlw All Cawak ono Cominuaua SupPOred Into PnNMI Parallel to Laed (Caws 3.41 5 6 6) mmum 6 4 2N' 21 Load MINIMUM NOMINAL pepMrppMMgqkuler to LENGTH OF WIDTH OF nq WWI Unalocesd Edaaa All Olnar NAIL DIAMETER- FASTENER FRAMING j E r and ce imoua configurations Iln Inches) REQUIRED- MEMBER ?JNma lC `0)2, Y ' - 011 S APLE GAUGE M inch") On antra I 6 6 4 7 PLYWOOD GRADE STRUCTURAL 1-%a-NCH NOMINAL THNMNE35- 6d Common 6d Ring Shank Nail 6d Screw Shank Nail I'A 2 185 250 375 420 165 125 bd Cooler 8d Box 3 210 280 420 475 185 140 .113 P-Nail No. 14 Go. Staple No. 15 Ga. Staple I,y .097 P-Nail 2 155 205 310 345 135 105 No. 16 Ga. Staple 3 175 230 345 390 155 115 6d Cooler 2 135 180 275 305 120 90 .0915 P-Nail I V" 3 155 205 30S 345 135 100 PLYWOOD GRADE STR UCTURAL 1- %KKH NOMINAL TH SS- 8d Common 1 All P-Nail _ 2 270 360 530 600 240 180 lid Ring Shank Nail 1 h 300 400 600 675 265 200 8d Screw Shank Nail 3 No. 13 Ga. Staple 114 10d Box T 265 355 520 590 235 LBO .128 P-Nail I No. 14 Ga. Staple 1%s 3 295 395 590 655 260 200 IOd Cooler 2 240 320 470 530 210 160 .1205 P-Wail 11 3 265 355 530 600 235 180 6d Common 6d Ring Shank Nail 6d Screw Shank Nail 2 220 290 430 485 195 145 lid Cooler I34 240 325 485 545 215 160 8d Box 3 .113 P-Nail No. 15 Ga. Staple 134 6d Box ISO 240 350 400 160 120 I'h 2 .097 P-Nail -Nail .09 200 265 400 450 175 135 Staple 1 pro 3 These values are for short-time loads due to wind car earthquake and must be reduced 25 pertem for normal leading. Space fasterMm 10 inches on center for Doors And 12 Inches on center for roofs along intemlediate framing members. 'Plywood net exceeding 1114 inch in thickness may b connected with Trusts. round-Mad nails, modified round-head trails, or suples, provided the fasunerpentemanon complies with Table No. 1. ' Casing nails and finish Trails are excluded. -See Table No. 1-for round-head rail, modified round-Mad nail, required peneration into the receiving member, other Wsn listed above. 'gaming shall be 3-inch nominal or wider W nails shall be staggered when nails are spaced 2 inches in 2s4 incheson center, and where nails I.149-inch shank diameter) having penetration into framing of more than 1 M inches are spaced 3 inches on center -'Ibe tabulated values are for fastetaem imuldled in Douglas Fir-Lerch IK Southero Pine. (Croup II species). To dKWniDC the allowable valwas for Groups 111 and IV species, as shown in the Appendix, multiply the value tabulated for the Group 11 species by the following factors: 1-1.00. 111-12, IV-.65. 'SUples shall have a minimum crown width of'A inch O.D. "fire tabulated Penetrations are for fasteners installed in Group I or 11 species. Ponenation shall be increased to 13 diameter, for Group III and 14 diameters for Group IV species. NOTE: See Table No. IV for load diagrams. Page 8 of 27 Report No. NER-272 TABLE NO. IV-ALLOWABLE SHEAR FOR WIND OR SEISMIC FORCES IN POUNDS PER FOOT FOR HORIZONTAL PLYWOOD DIAPHRAGMS /, 6 BLOCKED DIAPHAGM$ UNBLOCKED DIAPHRAGM Nall SpaCbg al D4phrpm INursMMa All CaNak and Continuous NSW 1 5 uppor ' YUEndlmum at W Parlal Pam1W to LAW (CtlN 7,4, 5 A 51 MDSMUM ?mum NOMINAL S 4 2W 2s Load perpendicular to MUMRnDWIkT11ERa LENGTH OF FASTENER RE OUIIREI WIDTH OF FRAMING U M BE IW1 MOMMr ' f areal UntlacYad Edgas anal Continuous t no Mnta All Ofhar Casdlaurialona 2, t M 011 STARE' OAUGEa (an Inch") BE ') On S a a ( 1 PLYWOOD GRAM STRUCTURAL 1- %4MCN NOMINAL THICKNESS' IOd Common 10d Short Corn. IOd kin Shank Nail 21/1 2 320 425 640 730' 285 215 IOd Screw Shank Nail .148 P-Nail 3 360 480 720 820 320 240 No. 12 Ga. Staple 15/1 No. 13 Ga. Staple 1 ?h 2 3 315 350 415 470 625 705 715 800 280 315 210 235 8d Corrtmon Bid Short Com. 2 270 360 530 600 240 190 8d Ring Shank Nail 2 But Screw Shank Nail 3 I 300 400 600 675 265 200 .131 P-Nail IOd Box .128 P-Nail 2 2 260 340 510 585 230 170 No. 14 Ga. Staple 1 Ih 3 290 380 575 655 255 190 10d Cooler 2 235 310 470 535 210 160 .1205 P-Nail 17h 3 265 350 530 600 235 175 6d Common 6d Ring Shank Nail 6d Screw Shank Nail Ian/. 2 215 285 430 490 190 140 8d Box 3 240 320 480 550 215 160 .113 P-Nail No. 15 Ga. Staple P/., 6d Box .097 P-Nail I'h 2 175 235 355 405 155 120 No. 16(3a. Staple 1 h 3 200 265 400 455 175 135 'llmse values arc for short-time loads due to wind or earthquake and must be reduced 25 percent fm normal loading. Space fasteners 10 inches on center for floors and 12 inches on center for roofs along intermediate framing members. 2glywood net exceeding I is inch in thickness may be :onnected with T-nail., round-head nails. modified Tou W-head nails, or staples, provided the fastemr penetration complies with Table No. 1. 'Casing nails and finish T-nails are excluded. 4See Table No. I for round-head nail, modified round-head rail. required penetration into the receiving member. other than listed above. spraining shall be 3-inch nominal or wider and nails shall be staggered where naih are spaced 2 inches in Ph inches can center, and where nails t 148-inch shank diameter) having penetration into framing of mare than 15A inches are spaced 3 inches on center. a76e tabtlMW values are for faaaoers )entailed in Douglas FD-larch m Southern Pine (Group 11 speoe). To da¢mine the allowable values for amps ID and IV species, as shown in the Appendix, muhiply the value tabulated for the Ciroup H species by the following factors: 1-1.00, III-.82, IV-.65. 'Staples shall have a minimum crown width of/wimin O.D. "be tabulated penetrations are for fasteners installed in Group I or it species. Penetration shall be increased m 13 diameters forGrcwp III and 14 diameters for Group IV species. LOADI III CASE1 FRAMING CASE2 BLOCKING IF USED CASES 1111 LLOADI III CASE4 -T- TF DIAPHRAGM BOUNDARY CONTMUpUS WNELJONTS CASE 5 CASE 6 tAAO FRAMING LOAD FRAMIN G - _ 1 BLOCKNG BLOCKING CONTINUOUSPANEL JONI S? NOTE: FRAMING MAY BE LOCATED IN EITHER DIRECTION FOR BLOCKED DIAPHRAGMS. Page 10 of 27 Report No. NER-272 TABLE NO. VI-ALLOWABLE SHEAR FOR WIND ON SEISMIC FORCES IN POUNDS PER FOOT FOR HORIZONTAL PLYWOOD DIAPHRAGMS t, 6 BLOCKED DIAPHRAGMS UNBLOCKED DIAPHRAGM Noll Spacing M Diaphragm Boundaries (An Caaaa), and Continuous Nadia rod Maximum M Supported End Panel Edges POMIM to Load (Caw 3,4, 5 a 6) &MINIMUM NOMINAL 6 4 2Va- so PWpargleuMr to NAIL DIAMETER- Gn Inehu LENGTH OF FASTENER REQUIRED- WIDTH OF FRAMING MEMBER wH Spaclng q qMr Panty Edpaa UnMxkad Edpas All Other and Continuous Configurations Panel John. (Cws 2, of STAPLE' UGE' (M Inches) (In Mason) 6 6 4 9 (Case 1l 364) PLYWOOD GRADE-STRUCTURAL 11, CC, C PRODUCT STANDARD PS 1.74-VT D AND OTHER GRADES C 41CH NOMINAL THICKNE OVERED IN SS- 8d Common 8d Short Cum. 180 8d Ring Shank Nail 2 2 270 360 530 600 240 8d Screw Shank Nail 200 .131 P-Nail 3 300 400 600 675 265 No. 13 Ga. Staple I 10d Box 2 235 315 470 530 210 155 .128 P-Nail 235 175 No. 14 Ga. Staple I1/: 3 265 ?5S 530 600 IOd Cooler 2 215 240 425 475 190 145 .1205 P-Nail 3 240 320 475 540 210 160 6d Common 6d Ring Shank Nail 5 125 6d Screw Shank Nail 1 Y. 2 185 250 375 420 16 8d Box 3 210 280 420 475 185 140 .113 P-Nail No. 15 Ga. Staple i 6d Box 2 160 215 315 360 145 110 -097 P-Nail 114 I 155 120 No. 16 Ga. Staple 11/1 3 180 240 360 405 IOd Common I Oil Shon Com. 5 - 255 190 Shank Nail Rin IOd 2?/a 290 385 575 655 Screw Shank Nail IOil 290 215 148 P -Nail 3 325 430 650 735 No. 12 Ga. Staple 1 `4 'These values are for short-time loads due to wind or earthquake and must be reduced 25 percent for normal loading. Space fasteners 10 inches on center for floors and 12 inches on center for hours along intermediate framing members. aPlywood not exceeding 114 inch in thickness may be connected %ith T-nails. round-head nails, modified round-head nails, or staples, provided the fa,,,mr pen-rrazian complies with Table No. 1. 3 Casing nails and finish T- nails are excluded. 4$ee Table No. I for required penetration inm the rem ving member `Framing shall be 3-inch nominal or wider and nails shall be staggered where nails are spaced 2 inches or 2?h inches on center and where nails 1.148-inch shank diameter) living penetration into framing of more than 114 inches are spaced 3 inches on ce.'.ter. 67be tebalaud values are for fasteners inualled in Douglas Fu-Lerch or Southem Pine (Group 11 species). To determine the allowable values felt Groups N and IV species, a shown in the Appendix, multiply the value tabulated for the Group If species by the following factors: 1-1.00, 111-.82, IV-.65. 'Suples shall have a minimum crown width of Yiwinch 017. "rite tabulated penetrations are for fasteners instal led in Group 1 or 11 species. penetration shall be increased to 13 diameters for Group III and 14 diutNrets for Group IV species. NOTE: See Table No. 1V for load diagrams. Report No. NER-272 Page 9 of 27 TABLE NO. V-ALLOWABLE SHEAR FOR WIND OR SEISMIC FORCES IN POUNDS PER FOOT FOR HORIZONTAL PLYWOOD DIAPHRAGMS 1, 5 BLOCKED DIAPHRAGMS UNBLOCKED DIAPHRAGM NNI b6 et Dlsphragm BpuMarUa All =k and Contlnucua Wells Spau66" Walmum M Supporb6 End PaMI Parallel to Load (Cases 3.4. S 6 6) MINIMUM KX MINAL 6 4 2N3 parpandPculsr to NAIL( DIAMETER34 I LENGTH OF FASTENER REOUIRED" WIDTH of FRAMING E Nett Spacing al 09W PWW Edo" Unm WW=I= W All Dinar C nflyratbns (?a4 a• OR STAPL GAUGE- (stn whes) (In we) 6 6 4 3 e 1) ) PLYWOOD GRADE-STRUCTU PRODUCT STANDARD MI. IL CC, CD AND OTHER GRADES COVERED IN PS 1-74-16" CH NOMINAL THICKNESS3 6d Common 6d Ring Shank Nail 6d Screw Shank Nail 110 Bd Cooler 13A 2 170 225 335 380 150 8d Box 3 190 250 380 430 170 125 .113 P-Nail No. 14 Ga. Staple No. 15 Ga. Staple .097 P-Nail 114 2 140 185 275 315 125 90 No. 16 Ga. Staple 138 3 155 205 315 355 140 105 6d Cooler 2 125 165 245 290 110 80 .0915 P-Nail 13/g 3 140 180 275 315 125 90 PLYWOOD GRADE-STRUCTURAL 11, CC, C PRODUCT STANDARD PS 1.74-it- O AND OTHER GRADES COVERED IN INCH NOMINAL THICKNE632 8d Common 8d Ring Shank Nail 17/8 60 8d Screw Shank Nail 2 240 320 480 345 215 1 180 .131 P-Nail 3 270 360 540 610 240 No. 13 Ga. Staple 1334 10d Box 2 235 315 470 530 210 155 .128 P-Nail 17A 75 No. 14 Ga. Staple PA 3 265 355 530 600 235 1 10d Cooler 2 215 290 425 475 190 145 .1205 P-Nail 1 3 240 320 475 540 210 160 6d Common 6d Ring Shank Nail 1 5 6d Screw Shank Nail 2 185 250 375 420 165 2 Sd Cooler I3A 8d Box 3 210 280 420 475 185 140 .113 P-Nail No. 15 Ga. Staple 13A 6d Box 0 .097 P-Nail I to 2 160 215 315 360 145 11 No. 16 Ga. Staple 13A 3 LBO 240 360 405 155 120 6d Cooler 2 135 180 275 305 120 90 .0915 P-Nail 13/11 3 155 205 305 345 135 100 'These values are for shop-time bads due to wind a ruthquake and must be reduced 25 percent for metal lading. Space fasteners ID inches on center fa lloors and 12 inches on cener (m toots along intermediate framing members. aNywood last exceeding I S4 inch in thickness may be connected with T-ails, wand-head rails, modified round-head ails, or staples, provided the fasu m r penetration complies with Table No. I. 3 Casing nails and finish Tails arc "eluded. "See Table No. 1 for required penetration into the receiving member. 3Framing shall be 3-inch nominal or wider and nails shall be Reacted where nails art spaced 2 inches err 21.6 inches on center. and where ails (.148-inch shank diameter) having penetration into framing of more than I h inches are spaced 3 inches on center The tabulated values are for fasteners instilled in Douglas Fir-Larch or Southern Pine (Group D species). To determine the allowable values for Groups III and TV specir as shown in the Appendix, multiply the value tabulated for Structural I plywood in Table No- IV by the following factors: 1-1.0D, III-.82, IV-.65 7SUples shall have a minimum crown width of 7/o-ineh G D. "The tabulated penetrations arm for fasteners instilled in Group I car 11 species. Penetration shall be increased to 13 dismears for Group III and 14 diameters for Group IV species. NOTE: See Table No. IV for bad diagrams. Report No. NER-272 Page 11-of 27 TABLE NO. VI-ALLOWABLE SHEAR FOR WIND OR SEISMIC FORCES IN POUNDS PER FOOT FOR HORIZONTAL PLYWOOD DIAPHRAGMS 5 Y a BLOCKED DIAPHRAGMS UNBLOCKED DIAPHRAGM NMI ( InpN ppMpm BarmdariM All CCoastal WA wrmnuoua NMM Speatl SuPP? met mat Paned Parallel to Load (Carr A4.6Se1 mmmuM a mum MDYNAL S 4 2%0 'X LOW p?Mp?dbuur to NAIL DIAMETEM (in LENGTH OF FASTENER WIDTH w FRAMING M Nan gpwAnp al Gteu PrKW EAPa INiIoeAW EdpAa MW Conti 1st bred JoI All Dow CeMlpurallau I 2. OR STAPLE' GAUGE- (in incurs) beMy (? 8 E i b (Caul 1&4 ) PLYWOOD GRADE-STRUCTURAL IL CC, C PRODUCT STANDARD PS 1.74-4oI D AND OME NCH NOMIN R GRADES C AL 7NICIME OVERED N S92 l0d Common 10d Short Com. 5 6405 7305 285 215 IOd Ring Shank Nail 2'/. 2 320 42 IOd Screw Shank Nail 720 820 320 240 .148 P-Nail 3 360 480 No. 12 Ga. Staple 13/. No. 13 Ga. Staple 15A 2 3 315 350 415 470 6255 705 7155 800 280 315 210 235 8d Common 8d Short Com. 2 270 360 530 600 240 180 Sd Ring Shank Nail 21h 300 400 600 675 265 200 8d Screw Shank Nail 3 .131 P-Nail IOd Box 260 340 510 565 230 170 .128 P-Nail lye 2 90 380 575 655 255 190 No. 14 Ga. Staple 15% 3 2 10d Cooler 2 235 310 470 535 210 160 .1205 P-Nail 2 3 265 350 530 600 235 175 6d Common 6d Ring Shank Nail 85 250 375 420 165 125 6d Screw Shank Nail 17A 2 1 Bd Box 210 280 420 475 185 140 .113 RNail 3 No. 15 Ga. Staple 15A 6d Box 3 2 160 215 315 360 145 110 .097 P-Nail 1 /1 80 240 360 405 155 120 No. 16 Ga. Staple 134 3 I 'These values are for short-lime loads due to wind or eatthquke and must be reduced 25 percent for normal loading. apatt IasNners 1 V rrtcrses on oenrer nor moors am . < rm-?. ern xcnmr n roofs along intermediate framing members. 3Plywood not exceeding 144 inches in thickness maybe connected with T-rails, round-head nails, modified mued-head oils, or suples, provided the fastener penetration complies with Tkbl No. 1. 3 Casing nails and finish T-nails are excluded. •See Table No. I for required penetration into the receiving member. 31'raming shall be 3-inch nominal or wider and nails shall be staggered where nails are spaced 2 inches or 2N inches on comer, and where nails (.148-inch shank diameter) having penetration im framing of more than I v inches are spaced 3 inches on cenur. "The tabulated values arc for fasteners installed in DouglM Fir-Larch m Southern Pine. (Group 11 species), To derermine the allowable vahra for Groups M and IV species. W shown in the Appendix, multiply the value tabulated for the Group 11 sDecia by the following factors: 1-1.00, 1I1-.92, IV-.65. 'Saples shall have a minimum crown width of Vn inch O.D. -The tabulated penetrations are for fasteners installed in Group I or II species. penetration shall be immused to 13 diameurs fur Group III and 14 dumewn for Group IV species. NOTE: See Table No IV for load diagrams. Page 12 of 27 TABLE NO. VIII ALLOWABLE SHEAR FOR WIND OR SEISMIC FORCES IN POUNDS PER FOOT FOR PLYWOOD SHEAR WALLS 1, a Report No. NER-272 ALLOWABLE WALL SHEAR VALUES NAIL DIAMETER+ MINIMUM LENGTH OF FASTENER REQUIRED IN! Mail Spscirg et Plywood Edges (In Inches) (p1 n in OR STAPLEMUGE DID otof F aming ye ood Applied Over W In. Gypsum BhesIDiry S e 3- PLYWOOD MINIMUM NOMINAL GRADE-STRUCTURAL I PLYWOOD THICKNESS (s'w4NCH) 6d Common 6d Ring Shank Nail 1% - 6d Screw Shank Nail - .097 Ga1v. P-Nail 1112 _ 8d Common - 8d Ring Shank Nail 200 300 390 510 lid Screw Shank Nail .131 P-Nail - Sd Galy. Cooler .113Galy. P-Nail - 21/. No. 13 Gauge Staple - No. 14 Gauge Staple - No. 15 Gauge Staple 1 R - 200 300 390 510 No. 16 Gauge Staple - 165 250 315 420 .0915 Galv. P-Nail - 145 220 285 370 No. 13 Gauge Staple - 200 300 385 510 No. 14 Gauge Staple - 190 290 370 490 No. 15 Gauge Staple - 1 165 245 315 420 No. I6 Gauge Staple - ! 35 200 255 340 .0915 Gale. P-Nail - 120 180 255 300 .097 Gal v. P-Nail - 2 130 200 255 340 'AN panel edges backed with 2-inch nominal or wider framing. Plywood installed horizontally or vertically. Space fasteners at 6 inches on center along intermediate framing members for %-inch plywood installed with face gran parellel to studs spaced 24 inches on center, and 12 inches on center for other conditions and plywood thicknesses. These values are for short-time loads due to wind or earthquake and must be reduced 25 percent for normal loading. 'Where fastener lengths are not tabulated, the allowable wall shear values do not apply to that wall construction. 'Fasteners exposed to weather shall be zinc coated by hot-dip galvanized zinc, mechanically deposited zinc or Nectrodeposited zinc. 'The tabulated values for fasteners installed in Douglas Fir-larch or Southern Pine (Group IT species). To determine the allowable values for Groups III and IV species, as shown in the Appendix, multiply the value tabulated for the Group II species by the following factors: 1-1.00, III-.82, IV-.65. 'Framing shall be 34nch nominal or wider and fasteners shall be staggered. 'Staples shall have a mimmurn crown width of Y.,inch O.D. The tabulated penetrations are for fasteners installed in Group I or 11 species. Penetration shall be increased to 13 diameters for Group III and 14 diameters for Group IV species. Report No. NER•272 Page 13 of 27 TABLE NO. IX ALLOWABLE SHEAR FOR WIND OR SEISMIC FORCES IN POUNDS PER FOOT FOR PLYWOOD SMEAR WALLS t, 6 ALIENABLE WALL SHEAR VALUES NAIL DIAMETER a WAM MUM LENGTH OF FA6IENER REQUIRED BI NCNESr r Nall sped ng M Plywood Edgss (N brdMq ppn IWl OR STAPLE[ QAUQE p11'rsaa0 Applied plywood Applied Mr peel ta Framing' y m. Gypsum SIMa1Mrp d • Y 4s PLYWOOD MRKISUM NOMINAL- GRADE-STRUCTURAL I PLYWOOD THICKNESS 0"ILCH) 8d Common - 8d Ring Shank Nail - 8d Screw Shank Nail I to - A31 P-Nail - 360 460 610 Galvanized 6d Ring Shank Nail I5A - 230 6d Screw Shank Nail - .113 Galv. P-Nail - No. 14 Gauge Staple 17A - 10d Common - I Od Ring Shank Nail - ? I0d Screw Shank Nail - 2 ' 280 430 55W 730 .148 P-Nail - .128 Galv. P-Nail - 23A No. 15 Gauge Staple IsA - 190 295 375 500 No. 16 Gauge Staple 13/9 - 240 300 400 .097 Galy. P-Nail Ilk - 160 No. 13 Gauge Staple 270 420 535 715 No. 14 Gauge Staple - DA 225 345 440 580 No. 15 Gauge Staple 190 285 365 490 No. 16 Gauge Staple - 11/8 I55 240 30$ 405 .097 Galy. TNail - 2 IOd Cooler ' 205 315 400 535 .1205 P-Nail - /. 2 'All panel edges backed with 2-inch nominal or wider framing. Plywood installed horizontally or vertically. Space fasteners at 6 inches on center along intermediate framing members far %.inch plywood installed with face gain parallel to studs spaced 24 inches on center, and 12 inches on center for other conditions and plywood thicknesses. These values are for shon-time lods due to wind or earthquake and must be reduced 25 percent for normal loading. 'Where fastener lengths are not tabulated, she allowable wall shear values do not apply to abet wall corUwction. 'Framing shall be 3-inch nominal or wider and fasteners shall be staggered where nails are spaced 2 inches on center, and where nails (0.148-inch shank diameter) having penetration into framing of more than 1-% inches are spaced 3 inches our curter. -Fasteners exposed to weather shall be zinc coated by hot-dip galvanized zinc, mechanically deposited zinc or clectrodeposited zinc. 'The value for %-inch-thick plywood applied direct to framing may be increased by 20 percent, provided studs are spaced A maximum of 16 inches on center or plywood is applied with face grain across studs. or if the plywood thickness is increased to Ii inch or more. vlhe tabulated values Are for fasteners installed in Douglas Fn-Larch or Southern Pine (Croup 11 species). To determine the allowable values for Groups 111 and IV species, as shown in the Appendix, multiply the value tabulated for the Croup 11 species by the following favors: 1.1.00, 111-.82, IV-.65. 'Staples shall have a minimum crown width of X.-inch O.D. 'The tabulated penetrations are for fitRems Installed in Group 1 or Il species. penetration dug be increased to 13 diamaes for Group 1I1 and 14 diameters for Group IV species. Page 14 of 27 TABLE NO. X ALLOWABLE SHEAR FOR WIND OR SEISMIC FORCES IN POUNDS PER FOOT FOR PLYWOOD SHEAR WALLS t, 4, 7 Report No. NER-272 ALLOWABLE WALL SHEAR VALUES NU IL INAMETER4 MINIMUM LENGTH OF FASTENER REQUIRED IN INCHESer M Ply.ood FAB4a Neil SP=i7 (M KMIIn) In IneMA) OR S APLEr GAUCE PlyNOO4 APWI44 Ny1roP4 AppINO GVAr poet W Framap N M. Gypsum SMF16inE S A S 21 PLYWOOD GRADE-STRUCTURAL I MINIMUM NOMINAL PLYWOOD THICKNESS (N-INCH) I Od Common - 10d Short Common - 10d Ring Shank Nail - IOd Screw Shank Nail 2?A - .148 P-Nail - 340 510 665' 870 IOd Galy. Box - .128 Gah'. P-Nail -' - No. 13 Gauge Staple 11h - No. 14 Gauge Staple - 270 405 525 690 No. IS Gauge Staple 1'n - 230 345 445 590 No. 16 Gauge Staple - 190 280 365 480 8d Common - 8d Ring Shank Nail - 8d Screw Shank Nail 2 - 280 420 550 720 .131 P-Nail - IOd Cooler .1205 P-Nail IA - 250 375 480 640 6d Common - 6d Ring Shank Nail - 6d Screw Shank Nail I u - 230 340 440 580 .113 P-Nail - 6d Box .097 P-Nail 1% - 190 280 360 480 PLYWOOD GRADE-CC. CD, STRUCTURAL II AND OTHER GRADES COVERE PANEL SIDING MINIMUM NOMINAL PLYWOOD THICKNE D N PRODUCT STANDARD PS 1.74 SS (Me INCH) 6d Common - 6d Ring Shank Nail - 6d Screw Shank Nail .113 P-Nail - .097Gah.P-Nail Sd Common - 180 270 350 450 Ild Ring Shank Nail - 8d Screw Shank Nail - 2i .131 P-Nail - 8d Galv. Cooler - .113Galy.P-Nail - 216 No. 13 Gauge Staple No. 14 Gauge Staple I K - 180 270 350 450 No. 15 Gauge Staple No. 16 Gauge Staple - 145 220 285 370 .0915 P-Nail IP" - 130 195 250 330 No. 13 Gauge Staple ISO 270 345 450 No. 14 Gauge Staple 170 260 330 430 No. 15 Gauge Staple - 11A 150 220 28S 370 No. 16 Gauge Staple 120 180 2355 300 .0915Galy. P-Nail 105 160 205 265 .097GaIv. P-Nail - 2 120 180 235 300 For Fa xe. - Table No. X11 Report No. NER•272 Page 15 of 27 TABLE NO. XI ALLOWABLE SHEAR FOR WIND OR SEISMIC FORCES BI POUNDS PER FOOT FOR PLYWOOD SHEAR WALLS 1. e, T ALLOWABLE WALL SHEAR VALUES NAIL DIAMETER- eYfMUM LENGTH OF FASTENER REQUIRED N INCHES, R NNI Spec (?At W ayW?d EdW M a1cM) OR SIULP GAUGE PlYweed P Wd Pra-d ApplNd OMr erect tc FINNtir H M. YPeum Sha1NnB S 4 Y Y PLYWOOD GRAD PA E-CC, CO, STRUCTURAL I NEL SOW MINIMUM NO I AND OTHER GRADES N MINAL PLYWOOD THICKNE PRODUCT STANDARD PS 1-74 SS (WMH) Sd Common - 8d Ring Shank Nail - 8d Screw Shank Nail I'4 - .131 P-Nail - 6d Galy. Common - 220 320 410 530 Galvanized 6d Screw Shank Nail 134 _ 6d Screw Shank Nail - .113 Galv. P-Nail - No. 14 Gauge Staple 134 - .148 P-Nail - 2'4 260 380 490 640 128 Galy. P-Nail - 234 No. IS Gauge Staple 134 - 180 260 333 440 No. 16 Gauge Staple 134 - .097 Galy. P-Nail I'4 - 140 210 I70 330 No. 13 Gauge Staple - 260 380 495 640 No. 14 Gauge Staple - 174 205 300 390 510 No. 15 Gauge Staple - 145 220 280 370 No. 16 Gauge Staple - 174 .097 Galv. RNail _. 2 145 210 270 355 .1205 P-Nail - 2S4 190 280 360 470 PLYWOOD GRADE-C P C, CD, STRUCTURAL II AND OTHER GRADES COVERE ANEL SIDING MINIMUM NOMINAL PLYWOOD THICKNE D IN PRODUCT STANDARD PS 1-74 SS (V A/CH) IOd Common - IOd Short Common - IOd Ring Shank Nail 2'4 - IOd Screw Shank Nail - ' 770 .148 P-Nail - 310 460 600 IOd G,lv. Box - .128 Gala. P-Nail 2 - No. 13 Gauge Staple 1'4 - No. 14 Gauge Staple 250 370 475 615 No. 15 Gauge Staple 114 - 210 310 405 523 No. 16 Gauge Staple 170 255 330 425 8d Common - 8d Ring Shank Nail - 490 640 Sd Screw Shank Nail 2 - 255 385 .131 P-Nail - 10d Cooler 7 - 5 .1205 P-Nail /. 1 230 340 430 56 6d Common - 0 0 3 390 515 .113 P-Nail 1K 21 1 .097 P-Nail lip. - 170 255 325 425 For Fv nme,-xe Tnble Nu XII Page 16 of 27 TABLE NO. XII ALLOWABLE SHEAR FOR WIND OR SEISMIC FORCES IN POUNDS PER FOOT FOR PLYWOOD SHEAR WALLS 1, A, 7 Report No. NER-272 ALLOWABLE WALL SHEAR VALUES MINIMUM LENGTH OF FASTENER Nail Spacing M Plywood Edges REQUIRED IN aVCHESa a (M Inehea) NAIL R Plywood Appl r d % "d Over g = l pkre"s C OIrM to Framl 4 N M. Gypsum She 6 a S 7? PLYWOOD PANEL SIDING MINIMUM NOMINAL THICKNE SS (Ma CH) (SIDNG N GRADES COVERED N PRODUCT STANDA RD PS 146) 6d Galv. Casing Nail .097 Galy. Finish T-Nail 8d Galy. Casing Nail 140 210 275 360 .113 Galv. Finish T-Nail - Pd PLYWOOD PANEL SIDING M INIMUM NOMINAL THICKN ESS (41,4141CH) (SIDING IN GRADES COVE RED IN PRODUCT STANDA RD PS 1-74) lid Galy. Casing Nail .113 Gal%. Finish T-Nail IS° - 130 200 260 340 10d Galv. Casing Nail .128 Gah. Finish T-Nail - 214 160 240 310 410 'All panel edges backed with 2-inch nominal or wider framing. Plywood installed horizontally or vertically. Spam fasteners at 6 inches on center along intermediate framing members for %-inch plywood installed with face grain parallel to studs spaced 24 inches on center, and 12 inches on center for other conditions and plywood thicknesses. These values are for short-time loads due to wind or earthquake and must be reduced 25 percent for normal loading. 'Where fastener lengths are not tabulated, the allowable wall shear values do not apply to that wall construction. 'Framing shall be 3-inch nominal or wider and fasteners shall be staggered where nails are spaced 2 inches on center, and where nails (0.148-inch shank diameter) having penetration into framing of more than 1-h inches Are spaced 3 inches on center. 'Fasteners exposed to weather shall be zinc coned by hot-clip galvanized zinc, mechanically deposited zinc or electrodeposired zinc. 'Tbe value for X-inch-thick plywood applied direct to framing may be increased by 20 percent, provided sods we spaced a maximum of 16 inches on center or plywood is applied with face grain across studs, or if the plywood thickness is increased to 44 inch or more. 'The tabulated values we for fasteners installed in Douglas Fir-Larch or Southern Pine (Group II species). To determine the allowable values for Groups III and IV species, As shown in the Appendix, multiply the value tabulated for the Group IT species by the following factors: 1.1.00, 111-.82, IV-.65. 'Plywood not exceeding 1 R inch in thickness may be connected, provided the fastener penetration complies with Table No. 1. 'Staples shall have a minimum crown width of y.-inch O.D. 'The tabulated penetrations are for fasteners installed in Group 1 or 11 species. Penetration shall be increased to 13 diameters for Group III and 14 diameters for Group TV species. 1911 tabulated values are for fasteners installed in Douglas Fir-Larch or Southern Pine (Group 11 species). To determine the allowable values far Groups 1, 111 and IV species, as described in the Appendix, refer to the values lined in Table No. Vlll and multiply those values by the following factors: 1.I.00, III-.82, IV-.65 "The tabulated values are for fasteners installed in Douglas Fir-Loch or Southem Pine (Group Il speda). To determine the allowable values for Groups 1, 111 and IV species, as described in the Appendix, refer to the values bated in Table No. IX And multiply those values by the following factors: 1.1.00, III-.82, IV-.655 "fhe tabulated values are for fasteners installed in Douglas Fir-Lurch or Southem Pine (Group IT species). To determine the allowable values for Groups 1, 111 and 1V species, as described in the Appendix, refer to the values listed in the top Portion of Table No. X and multiply those values by the following factors: I-1.00, 111-.82, IV-.65 Report No. NER•272 Page 17 of 27 TABLE NO. 7(111 ALLOWABLE SHEAR FOR WIND OR SEISMIC FORCES IN POUNDS PER FOOT FOR VERTICAL DIAPHRAGMS OF WALL SHEATHING, GYPSUM LATH-PLASTER, WALLBOARD AND EXTERIOR PLASTER ATTACHED TO WOOD-FRAMED WALL ASSEMBLIES` SPACING' SPECMATTONS (6i 6agw) FASTENER SPECIFICATIONS DESCRIPTION ATTACHED MATERIAL THICKNESS OF MATERIAL WALL CONMUCTON Edg- kdWWodhm BIIF.AR VALUES On. Log (In .) fyaMhar 811.0-' No. l1 Ga. Galt', Roofing Nail 1254 Ph No. 14 Ga. Oak Staple 1W Blocked 3 6 715 No. IS Ga. Galv. Staple Fiberboard-' 95 IPA No. 16 Ga. Galy. Staple Sheathing No. 11 Ga. Galy. Roofing Nail 175 Ir/. No. I4 Go. Galy. Staple tahf Blocked 3 6 160 No. 15 Ga. Galy. Staple 130 I3V' No. 16 Ga. Galy. Staple Gypsums Lath, Plain or Perforated sh" lath & 1h" Plaster Unblocked 5" On Center 100 11A No. 16 Go. Galv. Staple Gypsum' 'h" x 2' x 8' Unblocked " 75 134 Ga1v 16 Ga Staple No Sheathing Board ?N' x 4'x 8' Blocked On Center 4 175 . . . 7" On Center 100 l N il C Unblocked 4" On Center 125 131 er a Sd oo 7" On Center 125 ' l St N 6 G Blocked 4" On Center 150 h 1 e auge ap o. 1 Gypsum 17A 6d Cooler Nail Wallboard' Blocked 4' On Center 175 131 No. 16 Ga. Staple 1'k 6d Cooler Nail eh Blocked Base Ply-T-Center )s,4 No. 16 Ga. Staple two-ply 250 231 8d Cooler Nail Face Ply-7"-Center 2V, No. 15 Ga. Staple Self-furreds F Woven Wire Lath 2" it 4" studs spaced 24" maximum on center. Lath stapled 6" o.c, to all studs, top and bottom plate. Wall fmivhed with ti thick exterior plaster. 180 Tb No. 16 Ga. Galy. Staple Tese vertical diaphragms shall not be used to resist loads imposed by masonry or concrete walls. Values are for short-time loading due to wind W eaNrgtheae and must be reduced 23 pimeem for normal loading. zApplied to nailing at all studs, top and bottom plates and blocking. sStaples shall have a minimum crown width of V.-inch O.D. 'The shear value may be 175 pounds for 1/2 inch x 4-foot x 8-foot fiberboard mil base sheathing. 'Suples for the attachment of gypsum lath and woven-wire lath shall have a minimum crown width of Winch O.D. 'Material attached to redwood and Group III species of wood add minimum of is inch ro fastener leg lengths. 'Fasteners required to be galvanized shall be zinc coated by ha-dip galvanized zinc, mechanically deposited zinc or elecbodeposited zinc. 'wallboard requiring a smooth finish for a appearance's sake shall be attached with an approved stapling tool that shoWUneously drives the staple and dimples the surface area of the wallboard without tuning the paper. •Ihe tabulated values art for fasteners installed in Douglas fn-larch or southern pits (Group 11 species). To determine the allowable value for Groups W add 1V species, as shown in the Appendix, multiply the value tabulated for the Group 11 species b) the following factors: 1.1.00, Ill-. 92, IV-.65. 1'rhe tabulated penetrations are for fasteners installed in Group I or 11 species. Penetration shall be increased to 13 diameters for Group (R and 14 dindeters for Group IV species. Page 18 of 27 Report No. NER-272 TABLE NO. XIV FASTENING SCHEDULE FOR FRAMING CASE I FRAMING Fee over Length h melee Marrow of Frbn Apposed n NI Lis" CennnKtbar a d Cardrrdbrel Connection Description flommod .113 P-Nail 8d Cooler Joist to sill m girder, toe nail 3 Bridging to )) oist, toe nail each end V x 6" subfl r r less to ea h oist face ail' 2 2 8d Sinker j , oo o c n Wider than 1" x 6" subtloor to each joist, face nail' 3 lid Box Stud to sole plate, toe nail 4 21ia Ceiling joists to plate. toe nail 3 8d Common Continuous header to stud. toe nail 4 Rafter to plate, toe nail 3 8d Screw Nail I" brace to each stud and plate, face nail 2 8d Ring Nail 1" x 8" sheathing or less to each bearing, face Bail' " " 2 Rider than I sheathing to each hearing, face nail' x 8 3 No. 14 Gauge Staple CASE 2 FRAMING FaaMrer Length Fasteners In trachea Numaar of e AI LII OW Connecto f nee and Connecticut Connection Description Required! .131 P-Nail 2" subfloor tojoist or girder, blind and face nail 2 Ing, face nail Sole to joisi or plate .c. 16" 16d Sinker to stud, end nail Top p late 2 Double studs, face nail 24" o.c. 16d Box Doubled top plates, face nail 16" 0. c. 16d Common 3 Top plates. laps and intersections. face nail 2 Continuous header, two pieces 16" o.c.3 l6d Screw Nail Ceiling joists, laps over partitions, face nail 3 Ceiling joists. to parallel rafters, face nail 3 16d Ring Nail Built-up corner studs 24" o.c. 2" planks 2 No. 14 Gauge Staple Sole plate to stud. end nail 2 FASTENING COMB INATION SUBFI.OOR-UNDERIAYMENT TO FRAMING Fastaner FaaMner Thkknaa of Coommar lost 'Faemer DeacdpOoM Length In hlChes SWBoa-Undenayment Spaclrg 6d Screw, Nail a 6d Ring Nail 3'." and less No. 14 Gauge Staple 13K Sd Screw Nail 21F 8d Ring Nail 14" to V See Foa- No. 14 Gauge Staple 2'A notes 1 10d Common and 2 .148 P-Nail 3 No. 14 Gauge Staple I'A" to 11I ' 8d Screw Nail 2,h Bd Ring Nail 'Fasteners spaced 6 inches on center w edges, 10 i cl es at intamdiate suppams fm floors and 12 Icahn en caster N intermediate supports for roofs. 'Fasteners spaced 6 inches on center in all supports what spans arc 48 inches m more. 'Along each edge. 'Staples shall have a minimum crown width of Y,.-inch O.D. ' See Table No. XV for altercate fastening schedule. Report No. NER-272 Page 18 of 27 TABLE NO. XV STAPLE AND NAIL NON-DESIGNED USES FOR MATERIALS ATTACHED TO WOOD RECEIVING MEMBERS AND CONCRETE T-NAILS AND NAILS ATTACHING METAL FLOOR-CEILING TRACK AND INTERIOR, NONSHEAR OR NONBEARING WALLS SUSFLOORNG, WALL SHEATHING. ROOF SHEATHING (SOLID OR SPACED) Nominal Thickneea SPACING SPECIFICATIONS FASTENER COUNT PER BOARD Minimum Length CA Faalerwr Required Staple Crown WMm*M'YM. RIMII,SLMVd lbuntFH"d. Clipped Round He" Nall, M Wins (in.) Athehed to Receiving Maslow and Oil*, Arrengemsnts Ono DMttse In Or Staple WIN Gauge No. 16 Gauge Staple 2 Staples per Board per Bearing I No. 15 Gauge Staple No. 14 Gauge Staple I x 4 or 1 x 6 6d Common Nail 6d Ring Shank Nail 2 Nails per Board per Bearing 2 6d Screw Shank Nail .113 RNail 2 Nails per Board per Bearing 17A .097 P-Nail No. 16 Gauge Staple 4 Staples per Board Per Bearing 13/1 No. 15 Gauge Staple 3 Staples per Board per Bearing 13/4 No. 14 Gauge Staple 6d Common Nail 1 x 8 6d Ring Shank Nail 3 Nails per Board per Bearing 2 6d Screw Shank Nail 113 P-Nail 4 Nails per Board per Bearing 1% .097 P-Nail CONCRETE T-NAILS AND NAIL5` FOR ATTACHMENT INTO 20M PSI CONCRETE a-F507-HIGH NONBEARING INTERIOR WALL PARTITIONS Metal .105 T-Nail No. 26 Gauge Floor-Ceiling Stud Track `h 105 Nail (36 inches on center) . 12-FOOT-NIGH NONBEARING INTERIOR WALL PARTITIONS Metal 105T-Nail No. 26 Gauge Floor-Ceiling Stud Track 105 Nail (24 inches on center) . INTERIOR PLATE ANCHORAGE'' MAXIMUM SPACNG (Inch") OVERALL LENGTH DEFORMED HEAD -SHANK DIAMETER ?? ~or Nonsaring Nmwoar WNN (fthes) (Inctwa) 2.25 .277 .113 20 'Concrete T-nails and nails manufactured from high-carbon wire, heat treated to a minimum Rockwell hardness of C-37. 'Spacings are based upon the attachment of 2-inch nominal thickness Group 1 or Group It species wood sill plates to concrete floor slabs or footings. For other species of lumber, multiply the required sparing of fasteners by .52 for Group III species and .65 for Group IV. 'A I walls shall have fasteners placed at 6 inches from ends of sill plates with maximum spacing between as shown above. The wood sills must have a I H-inch thickness and are attached to concrete having a minimum curing time of seven days and a minimum ulrimate compressive strength of 2000 psi. Fastener steel is heat vested to a Rockwell "A" hardness of 72 and has a minimum tensile strength of 240,000 Psi. The fav ener dimensions and the allowable sparing are as shown above. The farteners must have a minimum concrete edge distance of 144 inches. The fasteners should be driven Bush with the top of the wood sill And without use of a washer. Page 20 of 27 Report No. NER-272. TABLE NO. XVI STAPLE AND NAIL NON-DESIGNED USES FOR SUBFLOOR AND ROOF SHEATHING ATTACHED TO WOOD MEMBERS SPACING SPECIFICATIONS (In Inches) FASTENER SPECIFICATIONS DESCRIPTION ATTACHED ATTACHED MATERIAL NOMINAL THICKNESS Imm?nb1ela Minimum Leg Length MATERIAL (In Inches) Edges Mal Floor (In Inch") FasbMr Style No. 14 Gauge Staple 134 No. 15 Gauge Staple No. 16 Gauge Staple 6 12 10 6d Common Nail 15/1 6d Ring Shank Nail 6d Screw Shank Nail .113 P-Nail No. 14 Gauge Staple 1-12 No. 15 Gauge Staple No. 16 Gauge Staple 6 12 10 6d Common Nail 13/a bd Ring Shank Nail 6d Screw Shank Nail .113 P-Nail 17/s No. 14 Gauge Staple 2 No. 15 Gauge Staple 2?A No. 16 Gauge Staple s/e 6 12 10 21/s 8d Common Nail 6d Ring Shank Nail I'A 6d Screw Shank Nail 2'/s .131 P-Nail 6 12 10 2 No. 14 Gauge Staple 2'/s No. IS Gwige Staple 6 10 8 2'h No. 16 Gauge Staple Ptywoud Subiloor °/, 2?/ 8d Common Nail and Roof 6d Ring Shank Nail Sheathing' 6 12 10 2 6d Screw Shank Nail 21/4 .131 P-Nail 8d Common 8d Ring Shank Nail 2H. 8d Screw Shank Nail t/s 6 12 10 .13) P-Nail 2 No. 13 Gauge Staple 2'/. No. 14 Gauge Staple 2'/s No. 15 Gauge Staple 4 10 8 2%z No. 16 Gauge Staple 2%s No. 13 Gauge Staple lid Common Nail Hd Ring Shank Nail 1 6 12 10 2V2 8d Screw Shank Nail .131 P-Nail 21/, No. 14 Gauge Staple 4 10 8 234 No. IS Gauge Staple 23A No. 13 Gauge Staple 10d Common Nail 6 12 10 27A .148 P-Nail I'/rl'/. No. 14 Gauge Staple 8d Ring Shank Nail Ph Bd Screw Shank Nail 4 10 8 3 No. 15 Gauge Staple 'Staples shall have a X.-inch minimum O.D. Crown width. 'Fasteners exposed to weather shall be zinc coated by hot-dip galvanized ziac machanically deposited zinc or electrodeposited zinc Where subilloor spans 48 inches or more, fasteners sha8 be spaced 6 inches on center at all supports except when a closer sparing is indicated. Report No. NER-272 TABLE NO. XVII STAPLE AND NAIL NON-DESIGNED USES FOR WALL SHEATHING ATTACHED TO WOOD MEMBERS Page 21 of 27 SPACING SPECIFlCATHM b h i FASTENER SPECMATIONS ATTACHED MATERIAL ( ¢ n aa) DESCRIPTIONACHED NOMMA THICKNESS Edpaa Aslarlttad66 _ Yln NaL pt6 FasR~511/6 No 14 Gauge Staple I Yk No. 15 Gauge Staple V, and Yo 6 12 No, 16 Gauge Staple 6d Box Nail 1'h .097 P-Nail No. 14 Gauge Staple I X No. 15 Gauge Staple No. 16 Gauge Staple Ys 6 12 6d Common Nall 6d Ring Shank Nail 1% 6d Screw Shank Nail .113 P-Nail 6d Box Nail Ir .097 P•Nail No. 14 Gauge Staple IA No. IS Gauge Staple Plywood {Nall No. 16 Gauge Staple Sheathing 6d Common Nail y 6 12 6d Ring Shank Nail 6d Screw Shank Nail .113 RNail 6d Box Nail IYs .097 P-Nail No. 14 Gauge Staple 15A No. 15 Gauge Staple No. 16 Gauge Staple 6d Common Nail 55A 6d Ring Shank Nail 6 12 6d Screw Shank Nail IYa 8d Cooler Nail 113 Finish P-Nail 8d Box Nail A 13 P-Nail 'S6ples shall have a'/winch minimum O.D. crown width. 2Fxstenen exposed to w Wher shall be nine coated by hoi-dip galsznieina. mechanically dq"iW m eleorudeFtseed zinc. Page 22 of 27 Report No. NER-272 TABLE NO. XVIII WALL SHEATHING PANEL SIDING AND FLOOR UNDERLAYMENT ATTACHED TO WOOD MEMBERS ATTACHED MATERIAL SPACING SPECIFICATIONS (M a'cheaI FASTENER SPECIFICATIONS' DESCRIPTION ATTACHED MATERIAL NOMINAL THICKNESS (in Inches) Edges InIwmMMh Minimum Log Length (m trachea) Fasaner Styles 6d Ge1v. Casing Nail h 6 12 1'6 6d Galy. Siding, Nail .097 Gah. Finish P-Nail Plywood 6d Galy. Casing Nail Panel Sidin z 6 12 1`/s 6d Galy. Siding Nail g .097 Gals. Finish P-Nail 8d Gals. Casing Nail sA 6 12 1'A 8d Gals. Siding Nail .113 Galv. Finish P-Nail 6 12 No. 14 Gauge Staple 'L 1'h No. 15 Gauge Staple Fiberboard Wall 4 10 No. 16 Gauge Staple Sheathing 6 12 No. 14 Gauge Staple 1'h No. 15 Gauge Staple 4 10 No. 16 Gauge Staple Gypsum 6 12 No. 14 Gauge Staple Wall Sheathin I'/: No. 15 Gauge Staple g 4 10 No. 16 Gauge Staple 3d Ring Shank Nail ?/. and `/ie 6 8-Grid I V. 7080 P-Nail 4 6-Grid '/s I No. 18 Gauge Staple Crown Width .080 P-Nail Floor Underlaymen; is 6 6-Grid 3d Ring Shank Nail pivwood 4 6-Grid No. 16 Gauge Staple Hardboard Flakeboard 6d Box Nail Particle 6 8-Grid .097 P-Nail Board 'n. 1'G 3d Ring Shank Nail 4 8-Grid No. 16 Gauge Staple 6d Box Nail 6 8-Grid .097 P-Nail 'A 4d Ring Shank Nail 4 6-Grid No. 16 Gauge Staple 'Except as acted above, all staples shall have a minimum OD. crown width of X. inch. 'Fasteners manufactured from steel wire exposed to the weather shall be zinc coated by hot-0fp galvanized zinc, mechanically deposited arlc or clectmdeposited zinc Fasteners manufactured from aluminum 5056 or 6061 alloy wire or other nonferrous alloys exposed to the weather do not require protective coatings. '0.080 T-nails and No. 18 gauge Maples are not listed in Table No. I and art for nonstructural use only as tabulated abom Report No. NER•272 TABLE NO, XIX FASTENERS FOR ATTACHING ROOF AND WALL COVERING MATERIALS Page 23 of 27 FASTENER SPECIFICATIONS' SPACING SPECIFICATIONS rStyle I Minimum O.O. C Minimum Lap tanglha' fM tOncn.al ASPHALT ROOF SHINGL ES AND WALL SHIN GLES A Minimum of Four Staples Per Each 36" Section of Shingle 16 Ga. Staples 15/16 See Now 2 ASPHALT RIDG E, HIP, CAPS A Minimum of Four Staples are required for Ridge Cap 16 Ga. Staples 15/16 See Note Z WOOD ROOF AND WALL SHINGLES' r A Minimum of Two Staples 16 Ga. Staples %. 1'/. or Nails Per Shingle ,080 P-Nail - I" WOOD S HAKES' I A Minimum of Two Staples 16 Ga. Staples %. 1'3/' or Nails Per Shake . P•Nail - 1% TIN CAPPING-ROOF FELTS All tin caps placed and stapled 12 inches on center 16 Ga. Staples Y„ Y, Y. Tin Cap Roofing Felts to Gypsum Decks 16 Ga. Staples 1X ALUMINU M SIDING' Staple Spacing' 16 Ga. Staples '!. 3/. Nail Spacing' .080 P-Nail - 2 'All fasteners are manufactured from steel wire tine coated by hot-dip galvanized zinc, mechanicaoy deposited zinc or electrodeposited zinc. Fasteners manufactured from aluminum 5056 or 6061 alloy wire or other nonferrous alloys do na require coatings. 'The staples or nail leg length shall be long enough to penetrate through the sheathing and extend beyond 'A inch or penetrate the sheathing . inch; an other provisions of this table will prevail. 'Asphalt shingles attached with staples are driven w that the staple crown bears tightly against the shingle but does not cut the shingle surface. The crown is parallel to the long dimension of the shingle course. 'Wood shingles and shakes attached with staples or T-nails are driven so that the staple crown and the nail head are parallel to the butt edge compressing the wood surface no more than the total thickness of the staple town wire or T-nail bead. 'Staples shall be aluminum and have a minimum penetration of V. inch into the wood supporting member. One leg of the staple shall be driven through the prepunched hole in the sealing rib with the crown perpendicular to the width of the siding. The staple shall not deform the siding. 'Nails for wood shingles and shakes shall be long enough to penetrate into the sheathing S'V& inch or through the thickness of the sheathing, whichever is less. 'No. 19 gauge staples with mown may be used to attach roof and wall shingles, provided the butt ends do not exceed 'A inch. The staple leg length shall be long enough to penetrate into the sheathing 'A inch or through the thickness of the sheathing, whichever is less. Two staples shall be used to attach each shingle or shake. 'As required by manufacturer and approved by the building official. Page 24 of 27 TABLE NO. 70( STAPLES FOR ATTACHING WALL, CEILING AND SOFFIT COVERING MATERIALS TO WOOD RECEIVING MEMBERS ONLY, Report No. NER-272 M MUM LEG LENGTH MAXIMUM SPACING fin low") t D') M In. DESCRIPGON OF COVERING MATERIALS rfarUC I Surtem Harlwidel Surlaoaa 1A 35-inch Gypsum Lath-Plain, Perforated, Type X 89 89 1 '/Winch Gypsum Lath and Metal or Wire Stripping - S 89 I '/s !6-inch Gypsum Lath Plain or Type X 89 64 Winch Fiber Insulation Lath 4 4 1-inch Fiber Insulation Lath 13/4 Laminating 3A-inch Gypsum Lath and Winch Gypsum Wallboard' 5 'A 34-inch Gypsum Lath Panels, Wallboard and Backer Board' 1 CIA Winch Gypsum Lath Panels, Wallboard and Backer Board' 11/4 31-inch Gypsum Wallboard and Backer Board' 7 7 13/1 Laminating 'h-inch and 'h-inch Type X Wallboard? 2 Laminating s/s-inch and 5A-inch Type X Wallboard? 1A Exterior Self-furred Stucco Mesh Expanded Metal Lath-Furred and Nonfurred Welded or Woven Wire Netting Welded Wire Fabric Flat Rib Metal Lath Masonry Veneer Wire Mesh (Stucco Mesh) 1'A Exterior Self-furred Stucco Mesh (Attached on top of sheathing) 6 6 7/e Gun Lath, Stucco-Rite and Aqua-K-Lath, Heavy I!/1 3Y-inch-high Rib Metal Lath IY 7/a-inch-high Rib Metal Lath at ribs M ribs 'Staples manufactured from No. 16 gauge round, mmiround or flattened wire and shall have a minimum b4-incb O.D. aawm for attaching gypsum wallboard or gypsum lath. 'Staples for attachment of exterior lath must be galvanized. When attached over fiberboard or gypsum sheathing, the leg length shall be sufficient to provide a 1-inch penetration into the stud. 'All types of lath attached with staples may be furred or nonfurred, with or without paperbacking. The welded or woven wire netting shall be prehung by conventional temporary nailing prior to staple installation. 'Supports spaced 24 inches O.C. Four attachments per 16inch-wide lath per bearing. Five attachments per 24-inch-wide lath per bearing. 'Staples attaching metal or wire Wh, stucco mesh and welded or woven wire netting shall have aminimum 1/,"nch O.D. crown. "For attaching cowring'taterials to redwood supporting members add minimum of H inch to fastener leg lengths. 'Wallboard requiring a smooth finish for appearance shall be attached with an approved sapling tool that simultaneously drives the staple and dimples the surface area of the wallboard without cutting the paper 'Staples required to be galvanized shall be zinc coated by ha-dip galvanizing, mechanically deposited zinc or electrodeposiled zinc. v1hree attachments per 16-inch-wide lath per bearing. Four attachments per 20.inch-wide lath per bearing. Report No. NER-272 Page 25 of 27 TABLE NO. XXI STAPLES FOR ATTACHING WALL, CEILING AND SOFFIT COVERING MATERIALS TO METAL RECEIVING MEMBERS ONLY MINIMUM STAPLE' TYPE OF RE GAIUGE LEG LENGTH DESCRIPTION OF COVERING MATERIALS' SSPACI NG RECEIVING MEMBER NO. IO.D.I IN aI (M In.) 16 5 1 K %-Inch Gypsum Lath 14 6 Approved Load 16 ' 6 and Nonload't,earing 1'/4 Ih-Inch Gypsum Lath, Panels& Wallboard Nailable Studs 14 6 "Only" Designed for 16 ' 5 Receiving Round 1 K %-Inch Gypsum Lath, Panels& Wallboard Wire Staples 14 3 or Metal Lath & Welded or Woven Wire Conventional Nails Lath & Masonry Veneer Wire Mesh, Gun 6 16 1 ye Lath, Stucco•Rite& Aqua K-Lath Heavy Duty Furred, Non-Furred 16 1 K K-Inch High Rib Metal Lath At Ribs 16 135 'A-Inch High Rib Metal Lath 'Stapla manufactured from round, semi-round or flat wire and shall have a minimum of V cinch G.D. crown. 'Staples required to be gahanized shell be zinc coated by Hoc-Dip Glrvaoisiog, Maheniany Deposited zinc or Electrodepostied zinc 'Wallboard requiring a smooth finish for appearance's sake dull be attached with m approved stapling tool that simuhaneoudy drives the staple and dimples the surface area of the waaboard without Cutting the papa. TABLE NO. XXII FOR TYING FAST METALIRECEIVING MMEEMIBERSETAL LATH FASTENER SIZE WIRE GAUGE ATTACHMENT MATERIAL RECEIVING MEMBER Tying Faaane NO. SPadng (ln In.) (In IncMa) 3.4 Expanded Metal Lath (K-Lath) Gun lath, Stucco- Kdnch Diameter Pencil Rod 6 %x 35 x % 14 Rite, and Aqua K-Lath Heavy Welded Wire Studs Duty Welded Wire Fabric (K-Lath, Double 54-Inch Diameter Pen- 3ix1'/ex'K 14 etc.), Gun Lath, Stucco-Rite cill Rod Welded Wire Studs 6 and K-Lath Heavy Duty Welded Wire Fabric (K-Lath, K-Inch Channel Iron 136x %x 1 K 13 etc.), Gun Lath, Stucco=Rite I/Wrich Flanged Pressed Steel 6 and K-Lath Heavy Du Is Studs Staples, ndls and tying fanenen used for the attachment of wall, ceiling and SOME Covering materials to wood and metal receiving members of bearing and nonbearing assemblies for nue-nsdlve or nonfue-munive wnunsNOn shall be installed as sea forth in Lbka Nos. XX Ehroush XXII. Page 26 of 27 Report No. NER-272 APPENDIX Lateral and Withdrawal Strengths of Nailed and Stapled Connections References 1977 National Design Specification for Wood Construction. Handbook 72 of the U.S. Department of Agriculture, Wood Handbook: Wood as an Engineering Material. Lateral Resistance: The allowable load of wood-to-wood nailed and stapled con- nections loaded laterally when the fastener is driven into the side grain of seasoned wood is calculated using the follow- ing formula: p=KD`2 WHERE: p = the lateral load in pounds per fastener shank at a joint slip of 0.015 inch (approximately proportional limit load). K = a coefficient dependent upon wood species and class (hardwood or softwood). D = the diameter of a fastener shank in inches. For staples, the value for one staple leg is calculated and then doubled to reflect the additive performance of each staple leg. Values for connections of Group II species woods using "popular" fastener sizes are presented in Table 1. Footnote 4 of that table presents conversion factors when species other than Group 11 are used. These loads apply only where the depth of penetration into the member holding the point is not less than 10 diameters for Group I species; I l diameters for Group II species; 13 diameters for Group III species; 14 diameters for Group IV species. When penetration is less than that specified, the allowable load may be determined by straight-line interpola- tion between zero and the tabulated load, except that penetration shall be not less than one-third of that specified. Staples shall have a minimum penetration of 1 inch unless otherwise specified in the tables. Withdrawal Resistance: The allowable withdrawal loads per inch of penetration of a nail or spike driven in side grain (perpendicular to the fiber) of seasoned wood, or unseasoned wood which will remain wet, shall be calculated by the following formula: p = 1308G°"D WHERE: p - the allowable load per lineal inch of penetration in the member holding the nail point. G = the specific gravity of the wood (see Table A). D = the diameter of the nail in inches. Report No. NER-272 Page 27 of 27 TABLE A GROUPING OF SPECIES FOR FASTENING DESIGN SpedBc Group Specks of wood 1.01. (G) Ash, Commercial White 0.62 Batch 0.69 Birch, Sweet & Yellow 0.66 Group I Hickory & Pecan 0.75 Maple, Black & Sugar 0.66 Oak, Red & White 0.67 Douglas Fu - Larch-- 0.51 Southern Pine 0.55 Group 11 Sweetgum & Tupelo 0.54 Virginia Pine - Pond Pine 0.54 California Redwood 0.42 Douglas Fir, South 0.48 Fattem Hemlock 0.43 Eastern Hemlock - Tamarack-- 0.45 EBStern Softwoods 0.42 Group III Eastern Spruce 0.43 Hem - Fir-- 0.42 Lodgepole Pine 0.44 Mountain Hemlock 0.47 Mountain Hemlocl? - Hem Fir 0.44 Northern Aspen 0.42 Northern Pine 0.46 Ponderosa Pine-- 0.49 Ponderosa Pine Sugar Pine 0.42 Red Pine--- 0.42 Sitka Spruce 0.43 Southern Cypress 0.46 Spruce-Pine-Fir 0.42 Western Hemlock 0.48 Yellow Poplar 0.46 Aspen 0.40 Balsam Fir 0.38 Black Cottonwood 0.33 California Redwood, Open vain 0.37 Coast Sitka Spruce 0.39 Coast Species 0.39 Group IV Cottonwood, Eastern 0.41 Eastern White Pine-- 0.38 Eastern Woods 0.38 Engelman Spruce - Alpine Fir 0.36 Idaho White Pine 0.40 Northern Species 0.35 Northern White Cedar 0.31 West Coast Woods (Mixed Species) 0.35 Western Cedars-- 0.35 Western White Pine 0.40 White Woods (Westem woods) 0.35 -Based on weight and volume when oven-dry. --Also applies when species name includes the designation "North... ---Applies when graded to NLGA sales. Trrfifiratr of (Orrupaury Citp of (fagan Ervartmrut of +Nuilbing JnsVrainn This Certificate issued pursuant to the requirements of Section 396 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: U.Cl.m d. 64 unit Shannon Glen and emye.mtno. 5604 O-P-r TYK Rl Tmcaom..V-lhr einzon. 3 Z msDi. a B4 Owwofevoa?e Metram Properties Add. 7401 Metro B1vd,Edina, Mn. 1855 Si1w-r Bell ._-.,... L1.B1.Eaean Metro 2nd By. 10-1-80 D.u: Final C.O. when lanbAgpi eua irg hydrant complete Trr#ifirtt#r of (Orru.paurg Citp of (fagatt Urpartmrut of Builliug 3myrrtimt This Certificate issued pursuant to for requirements of Section 306 of the Uniform Building Code certifying tbat at the time of issuance this structure was in compliance with the various ordinances of the City regulating building construction or use. For the folloudng: u„c?o?am 64 unit Shannon Glen Cond. eice.rt.uno. 5604 ?e Tr a R1 r,,coo.wm?V-lhr rt..zo., 3 zom,MOO R4 0..osewamr Metram Properties Add. 7401 Metro B1vd,Edina, Mn. By: 10-1-80 Mt.: Final C.O. when landscapilze;igg hydrant complete Evr#ifiratr of Mrru,pttury Citp of (pagan %partmrut of Nuilhing Jus;?ertiim This Certificate issued pursuant to the retirements of Section 306 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 foliming: u.c6m .u. Ohannon Glen ondo ?r BIE6. Pemtit No. 5604? a°'P TYa RI TypeCm,uucWyn r Flrclma 3 Zmiiigltu, p any O..aMd., Metram Props. Ad,. 7401 Metro B1vd,Edina, Mn. _O By: No: 9-19-80 APts: 114,215,217,218 Tertifiratr of Orruvang ctCitp of Cagan Departinmt of NutOtng Inspertion This Certificate issued pursuant to the requirements of Section 306 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 f ollouing: UnC uua Shannon Glen Condo. BlocNmlN.. 5604 oaapay Type Rl ryacm. dy:!fir Flu YOe 3 Z-M DI-IdC R4 o.?, are?oam, Metram Props. Add .7401 Metro B1vd,Edina, Mn. 9-19-80 Apts: 114,215,217,218,312,315,207 (-/e&; fat. ME{. foa /z) Trrtifiratr of (Orruvattrty Citp of eagan Deparfmrm of Builbing Atsprrtimt This Certificate issued pursuant to the requirements of Section 306 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 follouing: -w.cmamooo APARTMENTS ??` ewe.e.. tN.. 5604 0-P TYm Rl 7yp Cm.w.oo.! ???'? '`+i p.z III Zm DnW R4 o....otmmame Metram Prop rti sem.. 7401 Metro B1vd..Edina w..: 9-12=80 NOS: 109,111,113 f 115x120Z122, 201, 208, 209, 212, 214, Trrtifiratr of (Orrupaurij Citp of (Cagan Uepurtmmt of'Nuilbing J wpection This Certificate issued pursuant to the requirements of Section 306 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 follouing: R1 V Fwd g w: We: 8-21-80 mcn .., C?erfifiratr of Orrupaury City of eagan ErVartinput of +Vuilbing Ituipution This Certificate issued pursuant to the requirements of Section 306 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: uKckmfi?bw Apartments Md, rt.1 ne. 5604' «N? sra R.1 ?Yrocomwauuo V-1 zoo 3 z.N%Dianct R4 Ocrcr of &Adin6 Metram Properties ,.7401 Metro B1vd.Edina, Mn. 1855 Salver Bell Eagan Metro 2nd By: 9-17-80 Apartments 203 and 220 BUILDING I To be used for CITY OF EAGAN 3M Pitt Knob Road Eagan, MN 55112 PHONE: 454.8100 Receipt # 2 N2 5604 Site Address 1t5?? biiver t5eii Erect (3 Occupancy R-1 Lot 1 Block 1 Sec/Sub. Eagan Metro 2nd Alter - ? Zoning R-4 Parcel # 10 22451 010 01 Repair ? Fire Zone TTT Enlar e ? V ( lhr. e of Const T g . yp w Name Metr m Pronarti Pc ('n Move ? # Stories Address 7401 Metro Blvd. Suite 315 Demolish ? Front 64 ft. ° CI Edina, Mn55435 Phone 835-4111 Grade ? Depth 445 ft. Name Me tram Constr. Uo. u Address same as above-owner Assessment 1 2 0 Water & Sew. City Phone Police Gw Name Doug Moe Architects Fire 4Z Address 100 FxoPl ci nr GirP 12/17/79 Ems Hop kins MN 55A 933-4774 % , Planner 12/20/79 Ci . e Approvals Fees Council Permit Z, }17. 7U Surcharge 1, 000.00 Plan check 579.00 SAC 33,600.00 Water Conr.5, 680.00 Water Meter NA Rd.Unit 9 ,472.00 I hereby acknowledge that I have read this application and state that Bldg. Off, 1/24/80 the information is correct and agree to comply with all applicable APC I Total 62.646.50 State of Minnesota Statutes qnd City of Eagan Ordira`n?cea ) Signature of Permittee A Building Permit is Issued to: Metram Propert k s on the express condition that all work shall be done in accordance with all applicable SMte Minnesota Status and City of Eagan Ordinances. Building Official.- i ?t"t e P 5? C in a' ru-::,LN 11CiUCC Sc S v. i3id7 Li 1 site plan w/elevations & BU' . G PE14?= APPLICATION 1 set of energy calculations. Shannon Glen To Be Used For Condominiums on $?B;BflV 1T0 Date DecembeA 11, 1979 Site Address %FjSS flyer ad 21200., ava _ OFFICE USE ONLY Lot 1 9WBlock 1 xcx Eagan Met?co CenLtl¢r £ 2nd Ad C?b Parcel #: / 0_ -L ?/ 4d n1 Alter Fie zone- 13 Repair- Owner: METRAM PROPERTIES COMPANY Enlarge _ Type of Const. Move # Stories Address: 1401 MetAO BouFevaAd Suite 315 Demolish Front 6 ft City/Zip Code: Edina Minnesota 55435 Grade Depth -? Phone #: 835-4111 Contractor: METRAM CONSTRUCTION. INC. Address: 7401 Me-tAo Bout-evoAd Suite 315 City/Zip Code: Edina Minnesota 55435 Phone #: 835-4111 Arch./Eng.. Address: DOUG MOE ARCHITECTS 1002 Excet,6ioA Avenue City/Zip Code: Hopkinb Minnesota 55343 Phone #: 933-4774 ,(/v fe 3ry 14A 6lecK ?3 . Water/Seq,-xw Surcharge _ Police Plan Check Fire SAE -') ?. E g. Waiter nn. Planner 49-80- 79 Water _ Council Road Uni Bldg. Off. /- 29-71 APC -5P )-,0n w o", .2 ?/ai, s - 2 q 6? ?Op ?O l 9S' =/S68D=J i 000 yob ? Y?A vd TOTAL 6 6 - of I Y MECHANICAL ENGINEERS 5700 W.36THST. MINNEAPOLIS, MN.s54113 STATE OF MINNESOTA (SEC. 6006 (C) 1, 2) EXTERIOR ENVELOPE AVERAGE "U" COMPUTATION OWNER Silver Bell Condominiums SITE ADDRESS _Silver Bell Road Eagan, Minnesota CONTRACTOR Metram Properties DATE 11/26/79 Determine wor;;ing square footage of each. 1. Total exposed wall area .... 29,425 sq.ft. x .23 = 6,767.75 2. Total roof/ceiling area .... 26,560 sq.ft. x .0,: = 1 328.00 Total exposed wall area above floor = 25,489 a. Total wall window area ............................ 2 ,352 b. Total door area .................................. 100 c. Total sliding glass door area ..................... 2 ,376 d. Total fireplace wall area ...................... ... - ---- e. .. Total wall framing area (average 108) ............. 1,830 f. Total net wall area above floor .................... 16 ,471 g. Total rim joist area .............................. 2 ,360 Total exposed foundation .area = 3,936 h. Total foundation window area ...................... 300 i. Total net foundation area above grade ........... -3- -r36- ... , Determine "U" value of each wall segment. a. 2,352 x "U" .54 = 1,270 b. 100 x "U" .39 = 39 C. 2,376 x "U" .55 = 1,306 d ----- x "U" --- - ----- e, 1,830 x "U. .127 = 232 f, 16,471 x "U" .069 1,136 g, 2,360 x .,Up, .069 = 162 h, 300 x "U" 1.01 303 i, 3,336 x .U" .47 = 1,567 ' f MECHANICAL ENGINEERS 5700 W.36THST. MINNEAPOLIS, MN.ssa1e Page Two 3 ....................................... Total = 6,015 a If item 43 is the same as, or less than item #l,,you have met the intent of SBC 6006 .(c) 2. Total exposed roof/ceiling area = 26,560 J. Total skylight area .................... ...... ----- k. Total roof/ceiling. framing area (average 108) ..... 1. Total net insulated roof/ceiling area ............. 23,904 Determine "U" value for each roof/ceiling segment. 7 ----- x .. U.. ---- --- k, 2,656 x "U" .069 = 183 1. 23,904 x "U" .032 = 765 4 .................... Total = 948 If total of 14 is the same as, or less than #2, you have met the intent of SBC 6006 (c) 1. Alternate Building Envelope Design To utilize the total envelope system method, the values established by the sum of items #3 and #4 shall not be greater than the sum of items #1 and #2. 1. 6,767 + 2. 1,328 = 8,095 3, 6,015 + 4. 948 = 6,963 * 6,963 8,360 Therefore, building is more energy efficient than the minimum requirements for the Minnesota Energy Code as set in ASHRAE 90-75. ,,cUj 4 CITY OF EAGAN NO 17,901 ti ' i 3830 Pilot Knob Road, P.O. Box 21-199, Eagan, MN 55121 PHONE: 454-8100 q / a BUILDING PERMIT Receipt # '?IlOc?l- l \ f To be used for SCREEN ENCLOSURE Est. Value $700 Date MAY 21 1990- Site Address 1855 SILVER BELL RD Lot 1 Block 1 Sec/Sub. EAGAN METRO OFFICE U ONLY Parcel No. CENTER 2ND Occupancy FEES Zoning - Name HT .1-F RRF.FDLOVF. - (Actual) Const Bldg. Permit 19_00 W Address 1955 STI.VER RF.T.I. RD (Allowable) e .50 Surchar o City EACAN Phone 68A-A799 NofStories g - Plan Review Length o Name 111PT..S ALLTF.D ALUMTNUM Depth SAC, City Address 7341 COMMERCE T.N S.F.Total MCWCC City FRTnT.F.V Phone 571-3200 S.F. Footprints SAC. Water Conn On Site Sewage - gw. Name On Site Well - Water Meter iE Address MWCC System - o? Acct Deposit aw City Phone City Water SNd Permit PRV Required I hereby acknowlege that I have read this appliS? ion d state that the Booster Pump S/W Surcharge a to cort}p }y tth I blState of information is correct X Minnesota Statutes and gan n Treatment PI Signature of Permitee,ac APPROVALS Road Unit A Building Permit is issued to: MPT.S ALT.TRD ALUMT NUM Planner Park Ded. on the express condition that all work shall be done in accordance with all Council applicable State of Minnesota Statutes and City of Eagan Ordinances. Bldg. Off. Copies Building Official 'I /?aNi( [p?Q{[ J ( I11 y? ?f L 1, ? Variance TOTAL 1'/.50 SINGLE FAMILY DWELLINGS 101401 1990 BUILDING PERMIT APPLICATION CITY OF EAGAN MULTIPLE DWELLINGS 2 SETS OF PLANS 2 SETS OF PLANS 2 SETS OF ARCHITECTURAL 3 REGISTERED SITE SURVEYS REGISTERED SITE SURVEYS - & STRUCTURAL PLANS 1 SET OF ENERGY CALCULATIONS (CHECK WITH BLDG. DEPT.) 1 SET OF SPECIFICATIONS 1 SET OF ENERGY CALCULATIONS 1 SET OF ENERGY CALCS _# OF RENTAL UNITS _# OF FOR SALE UNITS PENALTY APPLIES WHEN: TYPING OF PERMIT IS REQUESTED, BUT NOT PICKED UP BY LAST WORKING DAY OF MONTH IN WHICH REQUEST IS MADE. LOT CHANGE IS REQUESTED ONCE PERMIT IS ISSUED. NOTE: ADDRESSES FOR CORNER LOTS - CONTRACTOR/HOMEOWNER MUST DESIGNATE WHICH ADDRESS IS DESIRED. NO CHANGES WILL BE ALLOWED ONCE BUILDING PERMIT IS ISSUED. PROCESSING TIME FOR SEWER & WATER PERMITS IS TWO DAYS ONCE A PERMIT MUST SHOW A LICENSED PLUMBER. '?a3 - % ,Vlet,o 2A(/ To Be Used For: Site Address lt,'tSd A?CI h Valuation: '?(?d Date 14s7 S'/rru Se// Al Lot I Block I J`' "'? 3 Parcel/Sub ((' "- 1'vjQe to C7.-Fr77., / Owner,'-s, Me- p z?co&dV&5- Address City/Zip Code ?y?j?'*^? 5 $ / d Phone Contractor IYP6f • A4zl Eb ?lL c'va.'dYry Address -73(d C o:M?+6x+c (moo, City/Zip Code ^(N' 5?YIL Phone 3 2-O U Arch./Engr. 6,411 4;; /DOdVAI? COMMERCIAL MAY 161990 OFFICE USE ONLY FEES Occupancy Zoning ft (m Actual Const Bldg. Permit Allowable Surcharge ,SC% # of stories Plan Review Length SAC, City Depth SAC, MWCC S.F. Total Water Conn Footprint S.F. Water Meter Acct. Deposit On site sewage- S/W Permit on site well S/W Surcharge MWCC System Treatment Pl. City water Road Unit PRV Park Ded. Booster Pump Copies SUBTOTAL APPROVALS Penalty Planner TOTAL ?1J Council Bldg. Off. 5/ZJ Variance Address Cj 7 / - 3? trU City/Zip Code ? Z?vsTPrL :'Sttilc?r•!H ???f ll1G- Phone # OF EAGAN .. i 5795 Pilot Knob Road Eagan, MN 55122 N? 6004 PHONE: 4548100 ' BUILDING PERMIT APPLICATION Receipt # for SWII191vffNG POOL Est. Value 12 Site Address u? V.i lic 14U. Lot 1 Block 1 Sec/Sub. Eagan Metro 2nd Parcel # Shannon Glen Condo_ I W Name Metram Const. Inc. i 7401 Metro Blvd. - t Address 0 p Name_ u< Address a Name Address 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. Signature of Permittee _;_? A Building Permit is issued to: all work shall be done in aaaa Erect OC Occupancy Alter ? Zoning 3 Repair ? Fire Zone Enlarge ? Type of Const. Move ? # Stories 0 Demolish ? Front Grade ? Depth 32 ft. Approvals Fees Assessment Water & Sew. Police Fire Eng. Planner Council Bldg. Off7-29-80DP APC Permit ?7. UU Surcharge 6.00 Plan check 19.50 SAC Water Conn. Water Meter Road Unit Total 64.50 raTio on the express condition that Minnesota Statutes and City of Eagan Ordinances. Building Official ' , CITY OF EAGAN Include 2 sets of plans, . 1 site plan w/elevations & 7BUILDING PERMIT APPLICATION 1 set of energy calculations. Valuation «AO . Date To Be Used For Site Address vrr OFFICE USE ONLY -- Lot_ Block Sec./Sub. Erect X Occupancy Parcel #: Sli?riiy f ?®A l `??ESf/ A ?T Alter Zoning ?Q , Repair Fire Zone 13 Owner: 1 Enlarge _ ? Type of Const. Address: a move Demolish # Stories Front :50 ft. City/Zip Code: A _ /lJ?ry Mt "Vr3S Grade Depth 302 ft. Phone #: Contractc Address: City/Zip Phone #: Arch - /Em. Address: City/Zip Code: Phone #: l -? 'FY Ogg APP OVALS FEES Assessments Permit 39J - ?4ater/Sewer Surcharge ? Police Plan check / 9 Fire SAC Eng- Water. Conn. planner Water Meter Council ad Unit Bldg. Off. APC TOTAL 7 Kai ?f g4 ktv Ik'oc7?(;orJ '1 'c9 .?-A22 PA F -f r? cot w, . _..__? 1 , URN ? r t ? k s R X~• 4 R-S OC ...p _ L . b:ty (_ s f .J t k 1 V '' Y H? `I 2.7 11Yt ,? 1 1 ? + ? 1 r -40 ? nw+ .'^?? •hw+?++ .;.1.. 11,. .it, :, ....?. .., wM ?'...:.?.,T..: xl ,.i ,..•...,t..,.a. _t"? ?' ?:A1 ? ?f, y{{ f '•1 ?`? P*A 'a h ?, ,i r •. a .. ? ? .w.,y?,a? 4 ?? •'F t c +i T :?'a!Y in W 1 ,L" C t ""n? •??' '. r f AMA r . ; t V d .k ?.1 V?7M1? .?"f?i1 H ... 1 tif`„3 tt ?:..• -. .w ? irM1.??j??.'?. ?71i:'.iw LBERHA.FD7' D ELECTRICAL HARDWARE °° INSPECTION C OMPLETED INSPECTION INCOMP ETEO P.O. B .o s SYSTEMS INSPECTION c? 3 g FOR OFFICE USE ONLY :MN MAPLE PLAI5359 WORK /J JOB NO. DATE MONITORING SYSTEMS, IN ADDRESS DATE CHECKED BY Cu,e CLASS A ELECTRICAL CONTRACSPECIALIZING IN LOW VOLTAGE SY So` SUBMITTED S? G3 CITY ATE ZIP P NO O . V . . . CALLED IN ? t ?„ ?2 ? EQUIPMENT MFG. BY: .cor o.??cs THE FOLLOWING REPAIRS WERE REQUIRED AND WERE COMPLETED AT TIME OF INSPECTION: MODEL NUMBER: SERIAL NUMBER: OPERATION OF CONTROL : NUMBEROFZONES: ' FC Cec? c TYPE OF BATTERIES: ;oaw .rzncs0 CONDITION OF BATTERIES: 62K YES NO REPLACED IF DRY CELL O O VISUAL INSPECTION OF SYSTEM: 62 THE FOLLOWING ABNORMAL CONDITIONS WERE FOUND AND/OR REPAIRS ARE NEEDED BUT WERE NOT CORRECTED AT TIME OF INSPECTION: LIST BELOW DEVICES INSPECTED o GUAN TYPE OF DEVICE B t S 1 " r LKS A S WAS OWNER NOTIFIED OF CONDITIONS NOT CORRECTED YES NO DATE APPROVA YES NO DATE L FOR REPAIRS Thi i i MSI INSPECTING AGENT WASGIVEN BY s nspect on does not imply that the building or premises is in compliance with any Federal, State or Local law, rule, regulation or DEFECTS WERE CORRECTED ves No DATE practice, nor does it give assurance that no OWNER DECLIN YES NO DATE other hazard or deficiency exists. ACKNOWLEDGED ED CORRECTION ?r, BEA BLOMOUIST MAYOR THOMAS EGAN MARK PARRANTO JAMES A SMITH THEODORE WACHTER COUNCIL MEMBERS March 9, 1981 MR. JIM CULLITON C/O 11ETRAM PROPERTIES 7401 METRO BLVD SUITE 315 EDINA MN 55435 CITY OF EAGAN 3]05 PILOT KNOB ROAD EAGAN, MINNESOTA .: 55122 yY" PHONE ASl•111100 y+ty?' J ?• Re:,, Shannon Glen Condominiums, Eagan Metro 2nd Addition Dear Mr. Culliton: THOMAS HEDGES CITY ADMINISTRATOR ALYCE BOLKE CITY CLERK This letter is to inform you that on Friday, March 6, 1981, at 2:30 PM, I had to dis- patch City maintenance forces to clean-up the excess mud and debris deposited on Silver Bell road by your operations. Your firm and onsite project supervisor has previously been informed to insure that this mud and debris resulting from deliveries to this site is not deposited on Silver Bell Road. In the event that it should be deposited, immediate action be taken to remove and clean-up this material. Although it has been witnessed that a snail bcbcat has made an attenpt in the past to remove some of this material, it is inadequate and too late to do the job required and ex- pected by the City. Therefore, you will be receiving under separate cover an invoice for the services of the following: 1. Foreman with pickup 1 hour at $45.00 per hour $ 45.00 2. Front-end loader with operator 1 hour at $90.00 per hour 90.00 TOTAL: $135.00 These rates are overtime rates for work performed by City personnel and/or equipment. Although this work was performed during the normal working day, these men and equip- Ment were unavailable to do regularly scheduled City work which will have to be per- formed at a later date after normal working hours. Please be informed that the City has every intention to continue this practice without formal previous notification if your operation cannot sufficiently handle or contain this problem from happening again. I offer the following suggestions to help you to resolve this problem: 1. Prepare a designated site ox.plete with aggregate base designated as your central loading/unloading site for all vehicles. 2. Insure that no deliveries are made after noon on Friday and that the proper-sized equipment is made available to clean-up the streets by 2 PM on Friday afternoon to insure clean streets for the weekend. 3. Provide curbside unloading operations to segregate onsite equipment from on-street equipment. THE LONE OAK TREE ... THE SYMBOL OF STRENGTH AND GROWTH IN OUR COMMUNITY. r Metram Properties March 9, 1981 Page two I hope you can appreciate the City's position in maintaining a safe and debris-free traveled way for the general public. I am disappointed that you have not adequately insured that this problem does not occur during your construction activities in the City of Eagan. Siinncerely, Thomas lbert P1&144 .E. Director of Public Works TX/jac Sent - Certified mail cc - Bill Branch, Superintendent of Public Works THE HEINEN COMPANY, INC. ' 1332 Zarthan Avenue MINNEAPOLIS, MINNESOTA 55416 d[E4Vl Q VF "IRM K6010VU L 12/5/80 (612) 544.4273 TO City Hall Eagan, MN 55111 GENTLEMEN: WE ARE SENDING YOU ? Shop drawings ? Copy of letter ? Approved as submitted ? Approved as noted ? Returned for corrections COPIES DATE NO. DESCRIPTION 2 Start up reports for Silver Bay Building #1 THESE ARE TRANSMITTED as checked below: ? For approval EX For your use - ? As requested ? For review and comment ? FOR BIDS DUE ? Resubmit copies for approval ? Submitcopies for distribution ? Return corrected prints 190 PRINTS RETURNED AFTER LOAN TO US COPY TO SIGNED: Al Heinen FOAM Sao-2-Available eom® c,owa. Meaa. 014sa If enclosures are not as noted, kindly notify us at once. Q0 Attached ? Under separate cover via the following items: ? Prints ? Plans ? Samples ? Specifications ? Change order 6 Reports Ifleiver 4 Brooks" OIVISION OF AQUA-CHEM, INC. P.O. SOX 421 MILWAUKEE. WISCONSIN 53209 U. S. A. Name Address ' Date ?7 - 19 a) FIELD REPORT (Job oncluded) INFORMATION Model No. 4 4(-/,2 sL y2 1G4'/11? SHEET Serial No. G IZ 1? /Vi z J/ Design Pressure A0 ?Zn Working Pressure: Steam IJ 1? Hot Water City, State and Zip r, - li .< -- Name R Initials 8 Title of Person in Charge (Print) { I e > //17 Company Represented Operating Instructions Given To: Company Represented Who Has The Manual? /L. V l zl; Company Represented Boiler'Water Treatment Discussed With: Date From City To City Miles Travel Time Job Time Is call to be paid for by customer? STARTING SERVICE OIL ? GAS PLEASE ATTACH APPROPRIATE SUPPLEMENTAL General Form C10-1275A ? Oil Fuel Form CIO-1269A ? Gas Fuel Form CIO-1270A ? Model 3 - C10-1283A ? Deaerator Form CIO-1267A ? Water Conditioner Form CIO. 1268A ? Other ACCEPT! Company Print Nam This unitreceived complete start-up; operator trained, and equipment operating satisfactorily. , - SERVICES BY: C ` Field Reprreessgentatiyv14?'e, Company APPROVED BY: Service Manager . CIO-265 REV. 4/69 v.muAI-VA Company It L t'? TIME AND TRAVEL DATA Clearer Brooks DIVISION OF AQUA-CHEM, INC. P. O. BOX 429 MILWAUKEE. WISCONSIN 53209 U. S. A. 1. 2. 3. S. FIELD REPORT MODEL 4 BOILER GENERAL What is general condition of boiler room at time of star rng? New Construction Damp Dusty Clean ? At time of start-up is there on adequate supply of combustion air? Is boiler level? 7 4. Is blowdown valve provided on Are water column and/or level control drain valves tight? ( !, " 6. Are all blow down and drain valves piped to o safe point of discharge? 7. Has handhole cover (or coil cover) been checked for tightness? L 7a. Have inspection plugs in lower drum been checked for tightness? _ Only E] Outdoor ? Surface 8. Has unit bean boiled out? P tI if not, has this been discussed with party signing this report? (Boil-out is owner's responsibility since the requirement is necessitated by system condition. Cleanliness of pressure extreme importance to boiler owner.) C is of 9. Electrical Characteristics: a. Blower motor connected for -- v ? volts. b. 'T' terminal voltage of blower motor starter during high fire c. Blower motor nameplate amperage rating at connected voltage y C?; draw (each leg at high fire) r ? J? S a d. Lowest actual control circuit voltage during starting cycle e. If control circuit transformer furnished, is ?it7 pro Orly wired for existing voltoge?ondition? (./' . f f. Blower motor Fuse - size / type " g. Blower motor starter overloads I.N' f ? 3 r ?E h. Control circuit fuse - size /o type 10. Load on unit (circle one) moderate, heov light,' extremely light, sx?t/r)/q,?ely heavy, sudden peak loads. ??% ! f Y Safety or relief valve(s) nameplate pressure setting ? J'` 12. Are safety or relief valves piped ton safe point of discharge and are there proper drains? Does it appear that discharge piping is adequately supported so that weight of piping does not rest on valve body? Are drip-pan ells or flexible connections used? //( 13. Incoming water temperature: Feedwater (steam boiler) Return water (hot water boiler) 14. List dimensions in inches measured above lowest portion of gauge glass at operating pressure (steam boiler only): Pump Off )' MASTER AUXILIARY Pump On Low Water Cut Off High Water Cut Off 15. List dimension of lowest visible point in gouge glass to center line of lower connecting pipe 16. Type of return system used (steam boiler) ?-? Type of system (hot water boiler) three-way valve L'y primary-secondary ? reverse-retum? accumulator-tank ? or explain. 17. If day-nite set-up installed have controls been set according to customer's requirements? 18. Was operation of combustion control explained and demonstrated to operator? ' Moke ; Model x`71-Z(.t Serial No. '70 Code No. C t1T1 Y ?C?1 - 19. Safety timing (Flame response) see. MODEL AWL" 2" L" 12O O*G SERIAL CIO 1487A 1 (cont. on page 2) RNrw b U.B.A. .. r 20. Latchout switch timing 'S (r sec. 21. Pressure or temperature control setting: Operating Control Cut-In 49 2 G U High-Low Control To Low /? I°o High Limit Control Cut-In /fldna.a? fjOSF? Page 2 Cut-Out ?/i' To High ZA t, Cut-Out ? 3 Ci NOTE: Reliable safety or relief valve operation is predicted on operating pressure or temperature being no higher than 85% of valve(s) set pressure. o. If hot water boiler, what is operating pressure? b. If equipped with minimum temperature Aquastat, what is "On" setting? c. If equipped with low fire hold Aquastat, what is "On" setting? d. If hot water boiler, are there system devices to stop burner firing or to shut-off circulating pump on a rise of outdoor temperature? e. If hat water boiler, are there system devices to provide night, weekend, or holiday Setback of system temperature? 22. Furnace and rear door refractory inspected? 23. Was care of refractory and wash coating explained? L -? 24. Was burner removed and its operation explained prior to firing? + 25. Type of pilot? - Gas Oil 26. Was customer shown how to clean pilot and adjust pilot flame? 27. Was proper electrode(s) setting explained? 28. Was ignition system, tightness of connectors etc.,. explained? 29. Was function and cleaning of flame detector explained? 30. Was linkage adjustment fully explained? (1 4 ' 31. Was setting or adjusting of operating and high-low temperature or pressure controls fully demonstrated? C - 32. Was water column and auxiliary low water cut-off drain procedure demonstrated? -X ' 33. Have functions of all operating controls been reviewed with operator? - l 34. Was function of combustion air proving switch (if furnished) explained-' 35. Has operator(s) been instructed on trouble-shooting? 36. If boiler equiped for water washing, was procedure explained or demonstrated? .-f" (cant. an page 3) C10-1497A 2 Who" U, U.S.A. GAS FUEL Page 3 1. Type of gLe: Natural LPG ? Mfg-d. ? BTU Value -2. Gas pressure downstream of last main line regulator and a?tc entrance to gas train at low fire `l at high fire -3. Lock-up pressure on shutdown of unit on flow fire is 6r..- Pilot line gas pressure with pilot operating 5 i"r 4, Gas piping: r?tr'I a. Length and size to gas train y? ?/ - b, Size of Cleaver-Brooks piping a. tt1 c. Has gas line filter been provided by o ers? d. Does gas line provide drip leg prior to regulator? C" e. Has gas line prior to main line regulator been cleaned or purged? r I. Has the pas train a?np,? pilot line provided with the unit been checked for internal cleanliness? ?Ze'r Gas Meter: Make _ L1cr) , Capacity Size -`' -r- Pressure at entrance Correction factor t1 tr r it , Does meter furnish gas for any other equipment? C/, If so, describe briefly 6. Do all electrically operated gas valves close tight on shutdown? C/11 7. Gas pressure switch (if installed) setting: Low gas N High gas 8. Wai adjustment of Butterfly Volvo, gas and air linkage demonstrated? 7, - 9. Was pilot adjustment explained? f•/, - 10. Was diffuser plate properly positioned and reasons for this position explained? ??. -11. Gas consumption LOW FIRE 10G FH ( 2S HIGH FIRE .S r 42 egg CFH ?'S !3 12. COMBUSTION TEST RESULTS 13. Type of Combustion Analysis Equipment OIL FUEL Is fuel supply tank above or below level of pump? 2. Oil suction line size? 3. Oil return line size? 4. Length of horizontal suction line run? 5. Length of vertical lift of suction line? 6. Type of check valve used Location 7, If multiple units, is suction line; common 8. Inches of vacuum, at pump inlet, with pump running 9. Was oil flow and system completely outlined to operator? individual 10. Was proper position of diffuser and nozzles checked and explained? 11. Distance nozzles behind diffuser? 12. Are nozzles properly located within their tertiary air tubes? 13. Is oil pump belt tension proper? 14. Was proper method of cleaning burner nozzles and strainers demonstrated? 15. Is a strainer installed in contractor's oil piping type 16. Was servicing and cleaning of this strainer explained? 17. Was air adjustment, its importance on lighting, and effects on combustion explained? 18. Do all fuel valves close tight on shutdown? 19. Is changeover from low to high and high to low smoke free? 20. Oil pump pressure _ 21. C02 readings: low fire 22. Nozzle sizes low fire (ignition) Intermediate high fire - high fire GPH spray angle GPH spray angle GPH spray angle C 10-148] A-8 Pr1Mrd a U.S.A. '? weaver 4 Brooks DIVISION OF AQUA-CHEM. INC. P. 0. BOX 429 MILWAUKEE. WISCONSIN 53209 U. S. A. Name Address City, State and Zip . / Name & Initials & Title of Person in Charge (Print) l r it Company Represented li Operating Instructions Given To: Company Represented << Who Has The Manual? Manual No. 750- Company Represented Boiler Water Treatment Discussed With: Name (Print) Company ^fT / Date I??bcl 19 / II, FIELD REPORT (Jo Concuded) INFORMATION Model No. A124 ' S:/ C '2&W('6 SHEET JAX Serial No(, 2 9%/S-?- gyp/ / Design Pressure }J W " ?f I Working Pressure: Steam Hot Water TIME AND TRAVEL DATA Date From City To City Miles Travel Time Job Time Is call to be paid for by customer? SERVICE GAS PLEASE ATTACH APPROPRIATE SUPPLEMENTAL General Form C10-1275A ? Oil Fuel Form C10-1269A ? Gas Fuel Form C10-1270A ? Model 3 - C10.1283A ? Deaerator Form CIO-1267A ? Water Conditioner Form C10-1268A ? Other ACCEPT' Company Print Nam This unit received complete start-up, operator trained, and equipment operating satisfactorily. SERVICES BY: t< Field Representative Company APPROVED BY: Service Manager ++, CIO-265A REV. 4/69 Pam.L in U.S.A. Cleaver Brooks INI? 1, FIELD REPORT MODEL 25-00- DIVISION OF AQUA-CHEM. INC. MODEL 4 BOILER P.D. EK3X 421 GENERAL SERIAL C /? 9/S MILWAUKEE. WISCONSIN 53201 U. S. A. 1. What is general con((ddi?i't?lion of boiler room of time of starting? New Construction Lj Damp ICI Dusty ?, Clean ? Roof Only ? Outdoor ? 2. At time of start-up is there an adequate supply of combustion air? -? ' py 3. Is boiler level? 4. Is blowdown valve provided on lower drum tG'" Surface 5, Are water column and/or level control drain valves tight? 6. Are all blow down and drain valves piped to a safe point of`discharga? 7, Has handhole cover (or coil cover) been checked for tightness? "4 r7 70. Have inspection plugs in lower drum been checked for tightness? 8. Has unit been boiled out? /1 C if not, has this been discussed with party signing this report? (Boil-out is owner's responsibility since the requirement is necessitated by system condition. Cleanliness of pre asure vessel is of /??/ extreme importance to boiler owner.) f'd 9. Electrical Characteristics: o. Blower motor connected for ;? ? L vales. b. 'T' terminal voltage of blower motor stoner during high fire 2.; t? c. Blower motor nameplate amperage rating at connected voltage y t- draw It leg at high fife) d. Lowest actual control circuit voltage during starting cycle 12 e a. If control circuit transforms, furnished, is it properly wired for existing voltage condition? y?4 I. Blower motor fuse - size ./,< _ type g. Blower motor starter overloads O ' 6, ? S _ h. Control circuit fuse - size ?f - type f A /V 10. Load on unit (circle one) moderate, heavy(,/light, extremely light, extremely, heavy, sudden peak loads. f 11. Safey or relief valve(s) nameplate pressure setting 71" ?r t 12. Are safety or relief valves piped too safe point of discharge and are there proper drains? Does it appear that discharge piping is adequately supported so that weight of piping does not rest on valve body? Are drip-pan ells or flexible connections used? 13. Incoming water temperature: Feedwater (steam boiler) ^ O Return water (hot water boiler) 14. List dimensions in inches measured above lowest portion of gouge glass at operating pressure (steam boiler only): _t?MASTER AUXILIARY Pump Off ?(- Pump On Low Water Cut Off i High Water Cut Off - / 15. List dimension of lowest visible point in gauge glass to center line of lower connecting pipe 16. Type of return system used (steam boiler) ' Type of system (hat water boiler) three way valve primary-secondary ? reverse-return ? accumulator-tank ? or explain. 17. If day-nits set-up installed have controls been set according to customer's requirements? -' 1T8. Was operation of combustion control explained and demonstrated to operator? C Make dr - Mode lro/i.?Safi a l No..,T_•' Code No. 4 1 19. Safety timing (Flame response) sec. CIO 1e87A 1 (con I. on page 2) RInrrE In U.S.A. Page 2 3 20. Latchout switch timing 21. Pressure or temperature control setting: Operating Control Cut-In Cut-Out -?`pd1 , High-Low Control To Low [I To High fy /') 1 High Limit Control - Cut-In t1 4J g, Cut-Out NOTE: Reliable safety or relief valve operation is predicted on operating. pressure or temperature being no higher than 85% of valve(s) set pressure. a. If hot water boiler, what is operating pressure? 6. If equipped with minimum temperature Aquastat, what is "On" setting? '-. c. If equipped with low fire hold Aquastat, what is "On" setting? d. If hot water boiler, are there system devices to stop burner firing or to shut-off circulating pump on a rise of outdoor. temperature? -"? e. If hot water boiler, are there system devices to provide night, weekend, or holiday setback of system temperature? , 22. Furnace and rear door refractory inspected? 23. Was care of refractory and wash coating explained? 25. Type of pilot? Gas ?'X_Oil 24. Was bums, removed and its operation explained prior to firing? 26. Was customer shown how to clean pilot and adjust pilot flame? 27. Was proper electrode(s) setting explained? 28. Was ignition system, tightness of connectors etc., explained? 41- 29. Was function and cleaning of flame detector explained? ? 30. Was linkage adjustment fully explained? C-1 31. Was setting or adjusting of operating and high-low temperature or pressure controls fully demonstrated? 32. Was water column and auxiliary low water cut-off drain procedure demonstrated? ?'?•' 33. Have functions of all operating controls been reviewed with operator? I 34. Was function of combustion air proving switch (if furnished) explained? y' 35. Han operator(s) been instructed on trouble-shooting? 36. If boiler equiped for water washing, was procedure explained or demon (cont. on page 3) C 10-14a7A 2 P 4.d m U.S.A. . • GAS FUEL Page 3 .l,•Type-of gas: Natural LPG ? Mfg'd. ? BTU Value ' 0 , 2. Gas pressure downstream of last main line regulator and at entrance to gas train at low fire at high fire ?99' 7J' 3. Lock-up pressure on shutdown of unit on low fire is Pilot line gas pressure with pilot operating 5. S 4. Gas piping: o. Length and sire to gas train I b. Size of Cleaver-Brooks piping `? - c. Has gas line filter been provided by others? d. Does gas line provide drip leg prior to regulator? e. Has gas line prior to main line regulator been cleaned or purged? `? t -- - f. Has the gas train and lot lit' a provided with the unit been checked for internal cleanliness? -,Q f ,5 t S. Gas Meter: Make I Capacity Sr'L`fl?f /! Size Pressure at entrance '- Correction factor 9 _ Does meter furnish gas for any other equipment? 0_1 If so, describe briefly + r 6. Do all electrically operated gas valves close tight on shutdown? Clef-, l 7. Gas pressure switch (if installed) setting:. Low gas 5 High gas 8. Was adjustment of Butterfly Valve, gas and air linkage demonstrated? _- 9. Was pilot adjustment explained? I/' ' 10. Was diffuser plate properly positioned and reasons for this position explained? cv!' e ll. Gas consumption LOW FIRE f, S?L+s?CLi'?rCFH_ta.?t HIGH FIRE ? -9L-21C CFH ^2413 12. COMBUSTION TEST RESULTS 1 i LOW C 13. ?jrpe of Combustion Analysis Equipment used OIL FUEL 1. Is fuel supply tank above or below level of pump? 2. Oil suction line size? 3. Oil return line size? 4. Length of horizontal suction line run? 5. Length of vortical lift of suction line? 6. Type of check valve u,ad Location 7. If multiple units, is suction line; common individual 8, inches of vacuum, at pump inlet, with pump running 9. Was oil flow and system completely outlined to operator? 10. Was proper position of diffuser and nozzles checked and explained? 11. Distance nozzles behind diffuser? 12. Are nozzles properly located within their tertiary air tubes? 13. Is oil pump belt tension proper? 14. Was proper method of cleaning burner nozzles and strainers demonstrated? 15. Is a strainer instolled in contractor's oil piping type 16. Was servicing and cleaning of this strainer explained? 17. Was air adjustment, its importance on lighting, and effects on combustion explained? 18. Do all fuel valves close tight on shutdown? 19. Is changeover from low to high and high to low smoke free? 20. Oil pump pressure 21. C02 readings: low fire high fire 22. Nozzle sizes low fire (ignition) GPH spray angle Intermediate GPH spray angle high fire GPH spray angle %C02 %r02 %CO HIGH C C 10-1487 A-s P,A.. W U.S.A. on len CONDOMINIUMS November 20, 1980 Dale Peterson building inspector City of Eagan Mr. Peterson, Metram Properties Company Inc., agrees to install a fire hydrant to serve 01855 and 1871 bSilver Bell Road, Eagan, Minnesota. It will be placed in the parking lot island nearest Silver Bell Road and adjacent to the entrance to property as discussed by Dale Peterson, Douglas Reid and Keith Ross. Wenzel Mechanical has been instructed to proceed as soon as possible. ,Sincerely, Dale Ahlquist Metram Properties Company Inc. DA/sbe i 1855 Silver Bell Road, Eagan, Minnesota 452-6011 Ir, Adzill, First Bank Saint Paul The First National Bank of Saint Paul 332 Minnesota Street Saint Paul, Minnesota 55101 November 16, 1979 IRREVOCABLE LETTER OF CREDIT NO. 13983 Amount: u. S. $2,000.00 To: City of Eagan 3795 Pilot Knob Road Eagan, Minnesota 55112 Re: Shannon Glen Condominiums Silver Bell-Road Eagan, Minnesota Gentlemen: We hereby authorize you (and any collecting bank acting in your behalf) to draw on us at sight to The First National Bank of Saint Paul for any sum not exceeding Two Thousand Dollars ($2,000.00) for the account of Metram Properties Company, a Minnesota corporation. This Letter of Credit is security to the City of Eagan that the terms of that certain Development Agreement/Roadwork Agreement between Metram Properties Company and the City of Eagan, dated as of November 16, 1979, will be fulfilled in their entirety with respect to the landscaping of the subject project and in the event of the failure of Metram Properties.Company to do so, the City.of Eagan may draw against this Letter of Credit to fulfill said terms. Any draft drawn on this Letter of Credit must bear upon its face the clause "Drawn under Letter of Credit No. 13983 dated November 16, 1979, of The First National Bank of Saint Paul, Saint Paul, Minnesota" and must be presented to The First National Bank of Saint Paul at its Collection Department, Second Floor, not later than 2:00 p.m. on November.16, 1981; unless this Letter of Credit is extended in accordance with its terms. Any draft drawn under this Letter of Credit shall be accom- panied by: 1. This Letter of Credit; and 2. A statement signed by the drawer of the draft to the effect that Metram Properties Company has not completed the required landscaping for the subject project in accordance with the Development Agreement/ Roadwork Agreement described above and that the amount Member First Sank System 'GE NO. Z THE FIRST NATIONAL BANK OF SAINT PAUL O Irrevocable Letter of Credit No. 13938 City of Eagan DATE November 16, 1979 Of such draft is due and owing the drawer in accordance with said agreement. We agree that this Letter of Credit shall expire no sooner than November 16, 1981;.unless sooner than released by the.City of Eagan. It is a condition of this Letter of Credit that it shall be deemed automatically extended without change for six months from the present or any future expiration date(s) unless ninety (90) days prior to the expiration date(s) we shall notify you in writing by certified mail that we elect not to consider this Letter of Credit renewed for an additional period. We hereby agree that with the drawers, endorsers, and bona fide holders of drafts drawn under and in compliance with the terms of this Letter of Credit that such drafts will be duly honored upon presentation and delivery of the above-specified documents and we hereby waive any rights to defer honor of such drafts. THIS LETTER OF CREDIT IS IRREVOCABLE. very truly yours, THE FIRST NATIONAL BANK OF SAINT PAUL d Its BEA BLOMOUIST MAYOR THOMAS EGAN MARK PARRANTO JAMES A SMITH THEODORE WACHTER COUNCIL MEMBERS October 30, 1980 CITY OF EAGAN 3798 PILOT KNOB ROAD EAGAN. MINNESOTA 95122 Metram Properties 7401 Metro Blvd. - Suite 315 Edina, Mn. 55435 PHONE 434-8100 l Attn: Keith Ross, Construction Superintendent Re: Fire Hydrants at 1855 and 1871 Silver Bell Road l?j_•l- I 1 Dear Keith: THOMAS HEDGES CITY ADMINISTRATOR ALYCE BOLKE CITY CLERK Enclosed you will find a copy of the letter mailed to Metram on or about January 25, 1980, which required certain changes to be made in order to obtain the building permits. These changes were also noted on the plans which should be on file in your office or on the construction site. I realize they have been mislaid, but it is imperative that the fire hydrants be installed on the site as recommended by the Fire Chief and Fire Marshall. Please inform me as to when they will be installed. If you need further assistance, please contact me. Sincerely, Dale Peterson Building Official DP/ j ac cc - Doug Moe Dale Almquist Parcel File THE LONE OAK TREE ... THE SYMBOL OF STRENGTH AND GROWTH IN OUR COMMUNITY. SEA SLOMOIIST ' .I ... THOMAS HEDGES MAYOR CITY ADMINISTRATOR THOMAS EOAN MARK PARIUNTO CITY OF EAGAN CITY KE ALYCE CITY CLERK JAMES A. SMITH THEODORE WACHTER - 3725 PILOT KNOB ROAD COUNCIL MEMBERS ",. EAGAN. MINNESOTA - 60122 PHONE 454-8100 October 8 1980 , Metram Properties 7401 Metro Blvd. - Suite 315 Edina, 1.2n. 55435 Attn: Judy Ettinger Re: Offsite Improvement's - Lots 1 & 2, Eagan Metro 2nd, 1855 & 1871 Silver Bell Drive, Eagan, Mn. 55122 All offsite improvements are in with the exception of the Boulevard land- scaping. The completion of the offsite improvements are guaranteed by two letters of credit from the First Bank of St. Paul, which are on file at the City of Eagan offices. Sincerely, sP? e 4?'? Building Official DP/jac THE LONE OAK TREE... THE SYMBOL OF STRENGTH AND GROWTH IN OUR COMMUNITY. G j "'( C '/LPG= -. _\ BEA BLOMOUIST MAYOR THOMAS EGAN MARK PARRANTO JAMES A. SMITH THEODORE WACHTER COUNCIL MEMBERS October 7, 1980 l: ?p:Nl THOMAS HEDGES CITY ADMINISTRATOR ALYCE BOLKE CITY CLERK Wenzel Mechanical 3600 Kennebec Dr. Eagan, Mn. 55122 Attn: Clayt Borrell Re: Plumbing Certificate of Approval - 1855 Silver Bell Dr., Eagan, Mn. 55122 The above-referenced building.complies with the Minnesota Plumbing Code and has met the testing requirements of MHD 134. ?Sincerely, -Et?,' Os 'L Dale Peterson Building Official DP/jac CITY OF EAGAN 3786 PILOT KNOB ROAD . EAGAN. MINNESOTA 55122 PHONE 454-0100 THE LONE OAK TREE ... THE SYMBOL OF STRENGTH AND GROWTH IN OUR COMMUNITY. BEA BLOMOUIST MAYOR THOMAS EGAN MARK PARRANTO JAMES A. SMITH THEODORE WACHTER COUNCIL MEMBERS August 27, 1980 CITY OF EAGAN 4..,0=;7;113795 PILOT KNOB ROAD EAGAN. MINNESOTA =>r .?.. 1 55122 PHONE 464-5100 ??A\ Yf1 CONDITIONAL CERTIFITATE OF OCCUPANCY PERMIT #5679 Shannon Glen Condominiums 1855 Silver Bell Rd. Lot 1, Block 1, Eagan Metro 2nd Addition Eagan, Mn. 55122 THOMAS HEDGES CITY ADMINISTRATOR ALYCE BOLKE CITY CLERK This letter will serve as a conditional certificate of occupancy for the above- referenced building.. The final certificate of occupancy will be issued when the conditions listed below are met: 1. All individual units are inspected prior to occupancy. 2. All on site paving, curbing and landscaping is completed as per plans on file at the City of Eagan. As of this date, all public areas within the building meet the Ordinance require- ments of the City of Eagan. Dale Peterson Building Official DP/jac THE LONE OAK TREE ... THE SYMBOL OF STRENGTH AND GROWTH IN OUR COMMUNITY. SEA SLOMOUIST ' MAYOR THOMAS EGAN CITY OF EAGAN MARK PARRANTO JAMES A. SMITH THEODORE WACHTER 3795 PILOT KNOB ROAD COUNCIL MEMBERS - ` EAGAN. MINNESOTA 55122 PHONE 454-8190 May 8, 1980 Mr. Norm Vogelpohl 2616 40th Ave. So. Minneapolis, MN 55406 Dear Mr. Vogelpohl; THOMAS HEDGES CITY ADMINISTRATOR ALYCE SOLKE CITY CLERK The construction of the relocated portion of Silver Bell Road and the new Highway 13, is currently in progress. The section of Silver Bell Road lying east of Cedar Avenue and northwest of Highway 13 is the site of construction work. The above referenced work will"be divided into two stages in which the control and supervision of the work performed will be the responsibility of the Minnesota Department of Transportation with the first stage and the City of Eagan for stage two. As you may be aware, the Minnesota Department of Transportation, on May 5, 1980, blocked off a section of Silver Bell Road lying be- tween Silver Bell Apartments and Highway 13 for the purpose of completing stage one, Agreement No. 59524 of the above referenced project. The projected date of completion for this stage is May 27, 1980. Questions or concerns related to sta e one should be directed to Jim Minor at 770-2311 extension 301 or 890-1344. Stage two, representing City Improvement Project No. 274, located between Silver Bell Apartments and Cedar Avenue will be under the jurisdiction of the City of Eagan. An approximate project schedule is as follows: Approval of Plans and Specifications; May 20, 1980 Receive Bids; June 13, 1980 Begin Construction; July 1980 Construction Completion; August 1980. If you have questions regarding the-above referenced stage, please feel. free to contact me at your convenience. Sincerely, Brad J. Swenson Engineering Aide BJS/jlr THE LONE OAK TREE ... THE SYMBOL OF STRENGTH AND GROWTH IN OUR COMMUNITY. p? / '6 / eq 41 MI end X14. g (// BEA BLOMOUIST MAYOR THOMAS ELAN MARK PARRANT.O JAMES A. SMITH THEODORE WACHTER COUNCIL MEMBERS CITY OF EAGAN 9795 PILOT KNOB ROAD EAGAN. MINNESOTA. 55122 PHONE 454.9100 _l January 28, 1980 Pair. James Grupner 512 Builders Exchange Building Minneapolis; Minnesota 55402 THOMAS HEDGES CITY ADMINISTRATOR ALYCE BOLKE CITY CLERK RE: Shannon Glen Condominiums, Lots 1,2,3,. ? 4 Eagan Metro Center 2nd Dear Mr. Grupner; The above referenced property is zoned R-4, high density multiple residential, in accordance with Eagan Zoning Ordinance 52. This property was replatted in accord with ordinance 52, specifically for Shannon Glen Condominiums by the Eagan Planning and Eagan City Council, with final approval on November 20, 1979. All agreements, bonds and dedications were fulfilled and two building permits were issued on January 25, 1980, for two of the four units. Very truly yours, Dale S. Peterson Building Official ASP/jlr. THE LONE OAK TREE ... THE SYMBOL OF STRENGTH AND GROWTH IN OUR COMMUNITY. AM" .Mb First Bank Saint Paul q1P The First National Bank of Saint Paul 332 Minnesota Street Saint Paul, Minnesota 55101 November 16, 1979 IRREVOCABLE LETTER OF CREDIT NO. 13983 Amount: U. S. $2,000.00 To: City of Eagan 3795 Pilot Knob Road Eagan, Minnesota 55112 Re: Shannon Glen Condominiums Silver Bell Road Eagan, Minnesota Gentlemen: We hereby authorize you (and any collecting bank acting in your behalf) to draw on us at sight to The First National Bank of Saint Paul for any sum not exceeding Two Thousand Dollars ($2,000.00) for the account of Metram Properties Company, a Minnesota corporation. This Letter of Credit is security to the City of Eagan that the terms of that certain Development Agreement/Roadwork Agreement between Metram Properties Company and the City of Eagan, dated as of November 16, 1979, will be fulfilled in their entirety with respect to the landscaping of the subject project and in the event of the failure of Metram Properties Company to do so, the City of Eagan may draw against this Letter of Credit to fulfill said terms. Any draft drawn on this Letter of Credit must bear upon its face the clause "Drawn under Letter of Credit No. 13983 dated November 16, 1979, of The First National Bank of Saint Paul, Saint Paul, Minnesota" and must be presented to The First National Bank of Saint Paul at its Collection Department, Second Floor, not later than 2:00 p.m, on November 16, 1981;:unless this Letter of Crec.it is extended in accordance with its terms. Any draft drawn under this Letter of Credit shall be accom- panied by: 1. This Letter of Credit; and 2. A statement signed by the drawer of the draft to the effect that Metram Properties Company has not completed the required landscaping for the subject project in accordance with the Development.Agreement/ Roadwork Agreement described above and that the amount Member First Bank System i i N 0 T I C E NOTICE IS HEREBY GIVEN that the City of Eagan, Dakota County, Minnesota, has completed the proceedings of vacation of certain storm sewer easements located in(Eagan'fMe rt o Center 2nd Additions more particularly described as follows: SEE EXHIBIT "A" ATTACHED; that said proceedings were taken and completed by the City of Eagan, Dakota County, Minnesota, and that the description of the real estate and land affected by the vacation of said easements is contained in the Resolution vacating said easements, of which a copy is attached hereto and made a part hereof and marked as Exhibit "B". DATED: July 1, 1980. _ ATTEST: CITY COUNCIL - CITY OF EAGAN ty Clerk By Its Mayo EXEMPT FROM STATE DEED TAX THIS INSTRUMENT DRAFTED BY:' Paul H. Hauge & Associates, P.A. 3908 Sibley Memorial Highway Eagan, MN 55122 (612) 454-4224 EXHIBIT "A" Description A A 20.00 foot easement for drainage and utility purposes over, under and across part of the following described property: Lots 1 and 2, Block 1, Eagan.-Metro Center 2nd Addition as platted and of record in the office of the County Recorder, Dakota County, Minnesota. Said easement being 10.00 feet on each side of the following described line: Commencing at the Southeast corner of said Lot 2; thence on an assumed bearing of North 0°03'40" East along the East line of said Lot 2, a dis- tance of 94.00 feet to the point of beginning of the line to be described; thence South 80°52'38" East, a distance of 150.76 feet and there terminat- ing. Description B A 20.00 foot easement for drainage and utility purposes over, under and across part of the following described property: Lots 1 and 2, Block 1, Eagan-Metro Center-2nd Addition as platted and of record in the office of the County Recorder, Dakota County, Minnesota. Said easement being 10.00 feet each side of Line I.and lying Southerly of Line 2, said Lines 1 and 2 being described as follows: Line 1: Commencing at the Southeast corner of said Lot 2, thence on an assumed bearing of North 0°03'40" East along the East line of said Lot 2, a distance of 94.00 feet to the point of beginning of the line to be described; thence North 8°05'45" East, a distance of 233.62 feet; thence North 2°30'18" West, a distance of 160.15 feet; thence North 16°02'10" East, a distance of 173.76 feet and there terminating. Line 2: Commencing at the Northeast corner of said Lot 1; thence South 0°03'40" West along the East line of said Lot 1, a distance of 275.00 feet to the point of beginning of the line to be described; thence South 71°46'12" West, a distance of 112.30 feet; thence North 67°04'16" West, a distance of 168.51 feet and there terminating. Description C . A 20.00 foot easen?nt for drainage and utility purposes over, under and across part of the following described property: Lots L and 2. Block 1, Eagan-uetro Center 2nd Addition as platted and of record in the office of the County Recorder, Dakota County, Minnesota. Said easement being 10.00 feet each side of Line 3 and lying Easterly of a line drawn 10.00 feet Easterly of as measured perpendicular to, Line 4, said Lines 3 and 4 being described as follows: Line 3: Commencing at the Southeast corner of said Lot 2; thence on an assumel bearing of North 0°03'40" East along the East line of said Lot 2, a distance of 94.00 feet to the point of beginning of the line to be des- cribed; thence South 81°04'26" West, a distance of 139.11 feet; thence North 89°52'06" West, a distance of 86.00 feet to a point on the West line of said Lot 2, said point being 72.00 feet Northerly of as measured perpen- dicular to, the South line of said Lot 2, and there terminating. Line 4: Commencing at the Southwest corner of said Lot 2; thence South 89' 52'06" East along the South line of said Lot 2, a distance of 7.04 feet to the point of beginning of the line to be described; thence North 0007154" East, a distance of 210.00 feet and there terminating. R E S O L U T I O N WHEREAS, a regular meeting of the City Council of the City of Eagan, Dakota County, Minnesota, was held on the 1st day of July, 1980, at 6:30 p.m. at the City Hall located at 3795 Pilot Knob Road, Eagan, Minnesota; all members being present; and WHEREAS, pursuant to M.S.A. 412.851, the Mayor convened the public meeting to consider the proposed vacation of certain storm sewer easements located in Eagan-Metro Center 2nd Addition as hereinafter described; and WHEREAS, the Council, upon its own motion at a regular meeting on the 3rd day of June, 1980, adopted a unanimous Resolution to vacate said storm - sewer easements pursuant to a petition of the owners of the land affected thereby and to schedule a hearing on the vacation for the 1st day of July, 1980, at 6:30 p.m. at the City Hall; and WHEREAS, an Affidavit of Publication of Notice of Hearing in the Dakota County Tribune, dated the 26th day of June, 1980, relative to the proposed vacation of said storm sewer easements was submitted; and WHEREAS, said Notice of Hearing was posted at the City Hall on the 26th day of June, 1980; and WHEREAS, there appearing no objection to said vacation and the Council desiring to vacate said storm sewer easements; and WHEREAS, it having been determined that there are no other parties other than petitioners, including public utilities companies, having an interest in said storm sewer easements, and it appearing that it is in the public in- terest to vacate such easements, and there being no objections; NOW, THEREFORE, upon motion by Councilman Smith, seconded by Councilman Egan, all members voting yes, it was RESOLVED that the certain storm sewer easements described as follows be, and hereby are, vacated. SEE EXHIBIT "1" ATTACHED. DATED: July 1, 1980. ATTEST: -?City Clerk EXEMPT FROM STATE DEED TAX THIS.INSTRUMENT DRAFTED BY: Paul H. Hauge & Associates, P.A. 3908 Sibley Memorial Highway Eagan, MN 55122 (612) 454-4224 CITY COUNCIL - CITY OF EAGAN 7 By Its )4ayor -2- EXHIBIT "1" Description A A 20.00 foot easement for drainage and utility purposes over, under and across part of the following described property: Lots 1 and 2, Block 1, Eagan-Metro Center 2nd Addition as platted and of record in the office of the County Recorder, Dakota County, Minnesota. Said easement being 10.00 feet on each side of the following described line: Commencing at the Southeast corner of said Lot 2; thence on an assumed bearing of North 0°03'40" East along the East line of said Lot 2, a dis- tance of 94.00 feet to the point of beginning of the line to be described; thence South 80'52'38" East, a distance of 150.76 feet and there terminac- ing. Description B A 20.00 foot easement for drainage and utility purposes over, under and across part of the following described property: Lots 1 and 2, Block 1, Eagan-Metro Center 2nd Addition as platted and of record in the office of the County Recorder, Dakota County, Minnesota. Said easement being 10.00 feet each side of Line I.and lying Southerly of Line 2, said Lines 1 and 2 being described as follows: Line 1: Commencing at the Southeast corner of said Lot 2, thence on an assumed bearing of North 0°03'40" East along the East line of said Lot 2, a distance of 94.00 feet to the point of beginning of the line to be described; thence North 8°05'45" East, a distance of 233.62 feet; thence North 2°30'18" West, a distance of 160.15 feet; thence North 16°02'10" East, a distance of 173.76 feet and there terminating. Line 2: Commencing at the Northeast corner of said Lot 1; thence South 0°03'40" West along the East line of said Lot 1, a distance of 275.00 feet to the point of beginning of the line to be described; thence South 71°46'12" West, a distance of 112.30 feet; thence North 61'04'16" Westi a distance of 165.51 feet and there terminating. Description C A 20.00 foot easam,:nt for drainage and utility purposes over, under and across part of the following described property: Lots 1 and 2, Block 1, Eagan-Petro Center 2nd Addition as platted and of record in the office of the County Recorder, Dakota County, Minnesota. Said easement being 10.00 feet each side of Line 3 and lying Easterly of a line draw-: 10.00 feet Easterly of as measured perpendicular to, Line 4, said Lines 3 and 4 being described as follows: Line 3: Commencing at the Southeast corner of said Lot 2; thence on an ass=ed bearing of North 0'03'40" East along the East line of said Lot 2, a distance of 94.00 feet to the point of beginning of the line to be des- cribed; thence South 81004'26" West, a distance of 139.71 feet; thence North 89'52'06" West, a distance of 86.00 feet to a point on the West line of said Lot 2, said point being 72.00 feet Northerly of as measured perpen- dicular to, the South line of said Lot 2, and there terminating. Line 4: Commencing at the Southwest corner of said Lot 2; thence South 89' 52'06" East along the South line of said Lot 2, a distance of 7.04 feet to the point of beginning of the line to be described; thence North 0007'54" East, a distance of 210.00 feet and there terminating. TO ! 4- n F ?fa 6 1Q N Speed Leol ero, 1 From O Y C`?°»i?Gti ys R v+c y? ?? _NmS Am(oLD L' R 5 c S E f?! /7) 45 A 5 f?c. 41 -e/9 e, .4ZS s 55 ^17 r, ?l 2- s? J E^lG L ?sg?J Sgc r ec;De& SSC/J S7igMPGO C"/t)r L6 (, z ?(A ij ok 7 D J _ Date Signed .1-L _ REPLY -.A FOLD -xz m FOLD 1 Date Signed 7 Wilson Jones Company o+eia vitiwl"m4wesw'"""T RECIPIENT-RETAIN WHITE COPY, RETURN PINK COPY City of Eag.tn 3795 Pilot Knob R?aJ Eagan, T, 551__ SP=CT IL 1SSi SS`T%7 SE IRCH 1$5h SrGx? ,Uc RI: >*. tly - zY? En;'Oscd icrcin is the search which you requested :%ile on the a!oce descriPed pr.)Perty.: Kin.: of scent Runs Ev;;inning Original .1.^1cunt - Sil-?rce Due n?, ra, P" I fur.ier certify that according to the recor,ls of said office, the fc:io4icg are conte'nplaced or pending aster h:. ing been a;- in t'-.e pr;;e;; of planning or completion. K.?,; ? .- ...-.... A,;rezimate dace Conpieti^r. ar,ro?_-.a:B ??;• \e:ticr tie C: cf Sayan nor its c^ployces guarantees the accuracy of `Ors ins- r-.t i n was requc>:ed by the person or Persons indicated. Nor the Cit± of ... e-,lo ecs asane any I:abi:ity for the correctness th^recf. In cnr.;i_eratio:, for the suprlyicg of the indicated inf.)rr..atian in the atie.e for and for a,. other eor; deratien of any nature rhatsoecer, any elai- agars: tae City of its ecplo;ccs rising there from is hereby e prey;.y waived. Le.:cd assessments to be paid to the Co-:n-.% Auditor a' Hasticgs, '•L': 5? ?.i Very truly yours, SPECLiL AS-.SS.. AT DEPARTME\7 r BEA SLOMOUIST MAYOR THOMASEGAN JAMES A. SMITH JERRYTHOMAS THEODORE WACHTER COUI4CIL MEMBERS DATE: AUGUST 3, 1982 CITY OF EAGAN .-JY95 PILOT KNOB ROAD ' P.O. BOX 21199 EAGAN, MINNESOTA 55122 PHONE 4$4-8100 '" MARV ANDERSON REALTY, INC '- 8901 LYNDALE AVE SO BLOOMINGTON, MN 55420 „y SPECIAL ASSESSMENT SEARCH 1855 SILVER BELL RD APT 309 RE: THOMASHEDGES CITY ADMINISTRATOR EUGENE VAN OVERBEKE CITY CLERK Enclosed herein is the search which you requested made on the above described property. ..... ... ... Kind of Improvement Runs Beginning ' Original Amount *Balance Due NONE 0 I further certify that according to the records of said office, the following improve- ments are contemplated or pending after having been approved, and are now in the process of planning or completion. 0 NONE cost 0 WAIVER: Neither the City of Eagan nor its employees guarantees the accuracy of the above in- formation which was requested by the person or persons indicated. Nor does the City or its employees assume any liability for the correctness thereof. In consideration for the supplying of the indicated information in the above form, and for all other consideration of any nature whatsoever, any claim against the City or its employees rising there from is hereby expressly waived. Levied assessments to be paid to the County Treasurer at Hastings, AN. 55033 V truly yours, tmiu _THE ygJN kL E ... THE SYMBOL OF STRENGTH AND GROWTH IN OUR COMMUNITY. i Date July 22, 1982 Marv Anderson Realty, Inc. 8901 Lyndale Avenue South Bloomington, Minnesota 55420 RE: Water Bill 1855 Silver Bell Road- Apt.#309 / Linda Grant ddress Name Gentlemen: Acct. No. In connection with property above captioned, we wish to submit the follow- ing information regarding city utilities: Utility bills unpaid are as follows: Water covering period from to Sewer covering period from to Total The water meter was read last on covering period from to Arrangements should be made for the final reading of the water meter if the property is sold. Very truly yours, Phone No. Water Works Dept. By (Please sign) Amount of deposit required by new buyer $ Closing is scheduled for August 20, 1982. RE: 1855 Silver Bell Road - Apt. 11309 ?Ga y? L-2 &4 Eagan, MN. SPECIAL IMPROVEMENTS ON All that tract or parcel of land lying and being in 'Dakota County, Minnesota, described as follows, to-wit: Apartment Unit No. 309-1A, together with Garage No. 34, Shannon Glen Condominium I, Dakota County, Minnesota, Condominium File No. 32. This is to certify that I have examined the records in the office of the City of Eagan, Dakota County, Minnesota and find that the above described tract or parcel of land has the following improvements: _ Water Main Sidewalk Street Paving Main Trunk Sewer Curb 6 Gutter _ Alley Paving Lateral Sewer Street Grading Garbage Collection Storm Sewer Alley Grading Tarring Streets Street Sprinkling I further certify that according to the records of said office, the following assessments appear unpaid: Kind of Impvt. Runs Beginning Original Amt. Total Amt. Unpaid I further certify that according to the records of said.office, the following improvements are contemplated or pending after having been approved and are not in the process of planning or completion. Kind of Impvt. Approx. Date of Approx. Cost of Completion Improvement Dated.this day of 19 City Clerk Please send to MARV ANDERSON REALTY, INC., 8901 Lyndale Avenue South, Bloomington, Minnesota 55420. $$5.00 check enclosed. Closing is scheduled for Aug. 20, 1982. STPAULTITLE INSURANCE CORPORATION ORDER NO. D-6123 DATE 5/19/80 SPECIAL ASSESSMENT SEARCH Legal Description: Lot 1, Block 1 Eagan -Metro Center Second Addn County of: Dakota Property Address: 1855 Silver Bell Road 11218, Eagan Plat: Parcel Anoka County 100 EAST MAIN, ANOKA, MINN. 55303 1612) 421-5882 Hennepin County 123 SOUTH 7TH ST., MPLS., MINN. 55402 1612) 339-4894 Ramsey County 6TH AND WABASHA, ST. PAUL, MINN. 55101 1612) 224-7681 Dakota County 301 W. BURNSVILLE PKWY., BURNSVILLE, MINN. 55331 1612) 894-5020 SPECIAL ASSESSMENTS NOW PAYABLE ARE AS FOLLOWS: Beginning No. of No. Remaining Levy No. Type of Improvement Year Years Years BALANCE BALANCE PENDING ASSESSMENTS ARE AS FOLLOWS: Project Current Status Estimated Cost APPROXIMATE COMPLETION DATE FOR PENDING ASSESSMENT IS: AUTHORIZED SIGNATURE 440-SAS:12/79 Afhliale of The St. Paul Companies Inc. 1. City of Eagan 3795 Pilot Knob Road Eagan, MN SS12Z Date: May 28, 1980 St Paul Title Insuaanee CoSPECIAL ASSESSMEVr SEARCH 301 W Burnsville Pkwy RE: Lot 1 Block 1 Eagan Metro Center 2nd Addition Burnsville, MN 55337 1855 Silver Bell Road, Eagan MN 55122 ORDER N D 6323 Parc 1 #10 224551 0 0 Oi Enclosed herein is the search which you requeste? made on the above described property: Kin of Improvement Runs Beginning 1-11 nal .>rount Balance Due Street Restor 10 Yrs. 1975 $939.16 $375.70 San Sew Trk 30 Yrs. 1968 $803.25 $455.24 Sewer Lateral 15 Yrs. 1975 1819.69 1091.25 Water Lats $ Area 15 Yrs. 1973 2496.36 1165.00 Storm Sew Trk 20 Yrs. 1971 1462.46 731.26 Storm Sew Lat 20 Yrs. 1971 1 02. 3 f said d SD 43 tlfie following office I further certify that acco rding to the r ecor s o , improvements are c ontemplated or pending after having been approved, and are now in the process of planning or completion. Kin o InDroyenent App roximate date o Completion Approximate Cost None WAIVER: Neither the City of Eagan nor its employees guarantees the accuracy of the above information which was requested by the person or persons indicated. Nor does the City of its employees assume any liability for the correctness thereof. In consideration for the supplying of the indicated information in the above form, and for all other consi?leration ofany nature whatsoever, any claim against the City of its employees rising there from is hereby expressly waived. Levied assessments to be paid to the County Auditor at Hastings, Minnesota 55033. Very truly yours, SPECIAL ASSESSMENT DEPARTNIENP This request void 18 months from '/O / e j ABT?s?1CE P 52271 Late ofthis Request I. as 1 Licensed Electrical Contractor Owner, do hereby request inspection of the above a ctri- cal wiring installed at: C° `G- -:Z Q / L, FA y? ,b Z Street Address or Route No. Silver Belle Rd. `& East of CedarvallCity Eaggan Section Township Range ShoPCp uniy Ce-Baota Which is occupied by Shannon Glenn Condo 1 s TEMP gRRVTnR, (Name of Occupant) Is a roughin inspection required on this job? No ? Yes ® Ready Now ? Will Call ? Power Supplier Dakota County P.1 pntfii r Address h;00 t2?p2?0th St West Bloomington Meibtrio Co. F nTracctor's Lich ense.No 5 61 Electrical Contractor (Company Name) Mailing Address 9721 HumbolLdt Ave South Rl oomi n? .on r Minn _ 114.11 . (Electrical Contractor or Owner Making This Installation) Authorized Signature Phone No. 888-7905 (Electrical Contractor or Owner Making This Installation) STATE BOARD COPY . This inspection request will not accepted the State Board unless proper inspection fee is enclosed. Minnesota State Board of Electricity University Ave., St. Paul, Minn. 55104-Phone 645-7703 RE4UEST FOR ELECTRICAL INSPECTION P 2271 CHEC$ KLOW WORK COVERED BY THIS REQUEST :Type of Building New Add. Rep. Check Appliances Wired For Check Equipment Wired For Home ? ? ? Range ? Temporary Wiring ? Duplex ? ? ? Water Heater ? Lighting Fixtures ? Apt. Bldg. ? ? ? Dryer ? Electric Heating ? Commercial Bldg. ? ? ? Furnace ? Silo Unloader ? Industrial Bldg. ? ? ? Air Conditioner ? Bulk Milk Tank ? Farm LList L ist Other ? ? ? p Heie s? p L erers} COMPUTE INSPECTION FEE BELOW "'._,N, Service Entrance Size: # Fee FeedersB Subfeeders: # Fee Circuits: # Fee 0 to 1 Am s. 0 to 30 Amperes 0 to 30 Amperes 101 t 200 mps. 31 to 100 Amperes \ : " 31 to 100 Am res Above 200 Amps. Above 100 Amps _ ; Above lO?Amps. Transformers Remote Control Cc"r Paztial or other fee Signs S ecial Ins ection \ Minimum fee Remarks TEdP SERVICE\ TOTAL F4 0? 22.50 1, the Electrical inspector, hereby certify that the'above inspection has been maau?. (Rough-in) 41 f Date (Final) %Q1iyt?? Date f? U This request void 18 months from This request void 18 months from 43 P 52273 Date os this Request I, as Ld Licensed Electrical Contractor Owner, do hereby inspection of the above electri- cal wir ing installed at: I f5j JO_ov_ j Street 'Address or Route No. Silver Belle Road City F. awn Section. Township Range County Dakota I Which& occupied by Sbaxmnn cl en cnnrtnminirnnc Pha ae I .. (Name of occupant) Is a roughin inspection required on this job? No .0 Yes IX Ready Now ? will call 88 Power Suppliedako a. .1 ri AddressFarmingrnnt MN 99074 Electrical Contractor Bloomington Electric Contractor's License No. (Company Name) -Mailing Address 9721 Humboldt Avenue South Authorized or installation) 888-7905 the STATE ROAR COPY This inspection request will not beaccepted Board unless proper inspection fee e is is en endose sed.. Minnesota State Board of Electricity 1954 University Ave., St. Paul, Minn. 55104-Phone 645-7703 REQUEST FOR ELECTRICAL INSPECTION CHECk BELOW WORK COVERED BY THIS REQUEST i,7l-157-y P 52273 Type of Building New Add. Rep. Check Appliances Wired For Check Equipment Wired For Home ? ? ? Range KI Temporary Wiring ? Duplex ? ? ? Water Heater ? Lighting Fixtures ? Apt. Bldg. M ? ? Dryer 7?tr Electric Heating ? Commercial Bldg. ? ? ? Furnace LJ Silo Unloader ? Industrial Bldg. ? ? ? Au Conditioner ? Bulk Milk Tank ? Farm ? ? ? List eiers? List Oehers? Other ? ? ? H COMPUTE INSPECTION FEE BELOW 9' Mi fblllt< Service Entrance Size: # Fee Feeders&Su fee Circuits: # Fee 0 to 100 Amps. 0 to 30 Amperes 0 to 30 Amperes 19 101 to 200 Amps. 31 to 100 Amperes 31 to 100 Amperes Above 200 Amps. $.OO Above 100 Amps. 3 21 OO Above 100 Amps. Transformers Remote Control Circ. Partial or other fee Signs Special Ins ection Minimum fee $ Remarks TOTAL F CEIVf 05 1925- 1, the Electrical Inspector, hereby has been ma . (Final) _ This request Jk/it6 _ of ?/tankn n 'gle ,t /ffS Ji lv ,-br l) ?aw 11-t . rM, :)_T nT. -.r n.r .r , n, A , .? r- .. n. -_-- )-y yn°i).._ n• ?-v.•.. I•? Vn?e .?.?? (?n.? r..IC I °h11.- ._?_.^_JC -y0y1 . .YPIt. ?w?t.. .l??e vw. 09 ? --- f - - O - 7 -7 m23 l Zvi 9 t°fti i 9 A i ? ? - -- /mot L i 1 1 I i 1 ? ? I ? AUG-301-20015 11=26 ULTEIG MPLS (2) TREATED 16"0 C.I,P, C01 PIER FOOTING 04 x V-0" DOWEL C3" MIN, EMBED) • 3'-0n x 3'-0,. x ir?On rr.1 Yi CONCRETE FOOTING C.I.P. W/ (3) 04 BARS EACH WAY +. y, CMAY SUBSTITUTE 36"0 _ BELLED FOOTING BASE FOR PAD FOOTING) • • ' ; ; , _% , •+ SEQT ION A -A SIMILAR AT WALKOLUT PORCH ADDITIONAL TREATED 240 x 30"- LEDGER W/ (2) ROWS OF C2) WcO HILT-1 HLC SLEEVE ANCHORS EACH SIDE OF BEAM INTO EXISTING BRICK SIMPSON HU210-3 HANGER W/ CIS) 10d NAILS INTO LEDGER R (10) 10d NAILS INTO BEAM TREATED (3) 7635711168 TREATED (3) Px10 FLUSH BEAM EXISTING STEEL TUBE AS APPLICABLE SIMPSON A34 CLIP z SUBSTITUTE SELF TAPPING METAL FOR NAILS R W REG D AS TREATED 6x PROVIDE 4" LENGTH FOR WOOD BEAM POST TREATED 240 LEDGER W/ 1/¢"0 MILTI HLC SLEEVE ANCHORS It 24" O,C. EXISTING BRICK TREATED 2X10's " TREATED 2x10's e 16 D.C. a 16 D.C. _I P.03 / 14'-e°3 - - J 14'-We TREATED 2x10 LEDGER W/ A 4s"0 HILTI HLC SLEEVE DECKING 16"0 C.I,P, CONCRETE ANCHORS a 12" O,C, EACH SIDE NOT SHOWN PIER TOOTING EACH SIDE PROVIDE 60 MIN, (2) TREATED 2x10 ATTACH AT ENDS W/ SIMPSON FROST COVER TO MUCEIG-2 HANGER W/ (14) 10d x 31/e" NAILS INTO BOTTOM QF FOOTING LEDGER/BEAM L C6) 10d NAILS INTO DOUBLE JOIST (NOT REO D AT 1ST FLong PLAN WALKOUT CONDITION) SIMILAR AT IST FLOOR WALKOUT Shannon Glen Condos I All Star Caneuuation I 1855 S1Ww Bell Read 8401 73rd Avenue NOM SUee 80 EeBen, MN Mlnneepelle, MN 98428 mmengillogre Yw, E,< RA0 MM W,," w In 111 MYEAwA e WM' .."a" eYY W/M. P44? IBFN - Mtl M W"Me?tl • ebn IM I Ma P" AymA 0~6v- Amv? S.000 04A L rm 1 ww ..nw unwf sluom' JC G TOTAL P.03 S00/S00'd 68L# IZ:ZI 900Z/OS/80 009L 9S9 69L 'ONI 'NOIlOA8iSNOO dViSTV:woad ALIG--313-209S 11:26 ULTEIG MPLS 7535711168 P.02 DESIGN OF A STACKED DECK SYSTEM FOR A THREE-STORY CONDOMINIUM BUILDING. CONSTRUCTION IS TO BE DONE IN ACCORDANCE WITH THESE DRAWINGS AND STANDARD INDUSTRY PRACTICE. NOTEZ 1. CONTRACTOR IS TO VERIFY ALL DIMENSIONS AND CONDITIONS SHOWN. NOTIFY OF ANY DISCREPANCIES PRIOR TO PROCEEDING WITH THE AFFECTED WORK, 2. PROVIDE 60" MINIMUM FROST-PROTECTION TO BOTTOM OF ALL ISOLATED PIER 3. ADEQUATE SHORING IS THE RESPONSIBILITY OF THE CONTRACTOR. 4. ALL CONNECTIONS ARE TO BE MADE WITH ADEQUATE SIMPSON OR EQUIVALENT FRAMING HANGERS AND POST BASES. 5. AN ADEQUATE RAILING IS TO BE INSTALLED IN ACCORDANCE WITH THE CODE. ?TFR2ALZ TREATED WOOD1 SOUTHERN-YELLOW-PINE No. F. GRADE CONCRETE. F'c = 3000 PSI It 28 DAYS ADDITIONAL TREATED Ex10 x 30"- LEDGER W/ (2) ROWS OF (E) 1$"1111 LAG SCREWS EACH SIDE OF BEAM INTO EXISTING RIM BOARD SIMPSON HU210-3 HANGER WI CID) 10d NAILS INTO LEDGER & (10) 10d NAILS INTO BEAM TREATED (3) 2x10 FLUSH BEAM TREATED ^cxl0 LEDGER V/ W'01 LAG. SCREWS ® 24" O.C. VERIFY SOLID RIM BOARD WOOD FRAMING NOT SHOWN TREAI6D OC10'S 'M LA a_i - lOrs ! If IP D.C. I 1w TREATED 6x6 POS TREATED 2x10 LEDGER W/ 1a"R HILTI HLC SLEEVE ANCHORS E 12" O.C. EACH SIDE EXISTING (E) TREATED 240 ATTACH AT ENDS W/ SIMPSON HUC210-2 HANGER W/ (14) 10d x I%t" MAILS INTO LEDGER/BEAM & 46) 10d NAILS INTO DOUBLE JOIST 2ND & ;aRD FL1313R PLAN--- Shannon 4T1d4S All fi ?50511wJr B R044 - I 9a01?7t2rd A enu arth Wts e0 I '901 EL. RF.'M a 90e Iexpl wl01111xI11N W41.ryp?iMa.Y. MIMIlWb. Mlelmell 101E1 me?hat"?I ameadb Le.e??'PW 'M?'aMnnr Ir.NXw•Y0a 111lRe Ip: iM lrl.IlY urlYSr UIII a.. nl leg luw MMI'ttq. Yl9b xw Allq eae W.xdr•9ur ?WS?rv'.?x...rra...Pob YIIMx uen ineers •pMxxn..• phws 1 - ?r armner RgrNoll aiw..P uew lee! LI?e9h-6Y. Nr+.wW I[pra.M11Y• Oae /mwreM a-k Rl3Nafi N.rv.xr?dn?• E WOF: J e ENGINEER FOOTINGS. Lam ROOF! 35 PSF (SNOW) 15 PSF (DEAD) DECK! 40 PSF (LIVE) 12 PSF <DEAD) 2003 MINNESOTA STATE BUILDING CODE W/ AMMENDED 2000 IBC £00/Z00'd 680 IZ:ZI SOOZ/08/80 OOOL 585 ML 'ONI `NOIlOndISNOO 8V1STV:w0ad 2005 COMMERCIAL BUILDING PERMIT APPLICATION City Of Eagan 3830 Pilot Knob Road, Eagan Mn 55122 Telephone 4 651-675-5675 FAX # 651-675-5694 • Structural Plans (2) sets • Architectural Plans (2) sets • Architectural Plans (2) sets • Civil Plans (2) • Structural Plans (2) • Code Analysis (1) • Certificate of Survey (1) • Civil Plans (2) • Project Specs (1) • Code Analysis (1) • Landscaping Plans (2) • Key Plan (1) • Project Specs (1) • Code Analysis (1) " • Master Exit Plan (1) • Spec. Insp. & Testing Schedule • Certificate of Survey (1) • Energy Calculations (1) not always" • Soils Report (1) • Spec. Insp. & Testing Schedule (1) " • Elec. Power & Lighting Form (1) not always'` • Meter size must be established • Meter size must be established • Meter size must be established4 applicable b Project Specs (1) 1 • Energy Calculations (1) '• 1 Electric Power & Lighting Form (1) 1 • Master Exit Plan (1) 1 • Emergency Response Site Plan (1) 1 • Soils Report (1) • SAC determination -call 651-602-1000 • SAC determination - call 651-602.1 000 • • Fire Stowino Submittals Call MN Dept of Health at 651-215-0700 for details re¢ardina food & beverage or lodgh 1 1 1 1 1 • SAC determination -call 651-602-1000 ** Contact Building Inspections for sample and if required *** Permit for new building or addition will not be processed without Emergency Response Site Plan. J..(- XZ > " ,P Date 0 Construction Cost 31 Site Address 8S'S 57,11 T y by // kuu2 Unit/Ste # 1% as 3 Tenant Name.Ske.. a a b/eN Former Tenant Name /L//# l fo ?/e ?-S Description of Work AYQ" )r_5 (ft mot` Property Owner n114 Telephone # ( ) Contractor (}t_LSrp'_ (?,,_S4-v" -t ° v` Address $"VN _73'" el--a city 1-he, State /h1nnrsa>`t Zip ?riz? Telephone#(7e/ ) S3S-??p° Arch/Engr Registration # Address City State Zip Telephone # ( ) Licensed plumber installing new sewer/water service: Phone #: () P, lrq ? F) I hereby apply for a Commercial Building Permit and acknowledge that the information is complete and accurate; that the work will be in conformance with the ordinances and codes of the City of Eagan and the State of MN Statutes; 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. C1 11 S?'? JVN 6412-S,? QA/ `-_l ) V Applicant's Printed Name. (7 _ j -?3(a } A cant's Signature OFFICE USE ONLY Sub Types ? 01 Foundation ? 14 Apartments ? 15 Lodging ? 25 Miscellaneous Work Types ? 26 Public Facility ? 27 Commercial/Industrial ? 28 Greenhouse ? 29 Antennae ? ?0 Accessory Building p 32 ExtAlt-Aeats N1.1-1-; ? 34 Ext Alt-Commercial ? 35 Ext Alt-Public Facility ? 37 Nail Salon ? 31 New ? 35 Int Improvement ? 38 Demolish (Interior) ? 44 Siding ? 32 Addition ? 36 Move Bldg. ? 42 Demolish (Foundation) ? 45 Fire Repair ? 33 Alteration ? 37 Demolish (Bldg)' ? 43 Reroof ? 46 Windows/Doors ? B? 34 Replacement 'Demolition (Entire Bldg only) - Give PCA handout to applicant &,Goo Valuation Type of Const Width Plan Rev 100%_ 25%_ Occupancy -2 MCES System Census Code Zoning City Water SAC Units Stories Booster Pump /-? Nbr. of Units _L? Sq. Ft. PRV Nbr. of Bldgs I Length Fire Sprinklered Required Inspections _ Footings (new bldg) Footings (deck) Footings (addition) _ Foundation _ Drain Tile Roof _ Ice Pr - Decking _ Insul _ Final Framing Fireplace - R.I. -Air Test -Final Approved By: Base Fee Surcharge Plan Review SAC-MCES SAC-City SIW Permit SIW Surcharge Treatment Plant Treatment Plant (Irrigation) Park Dedication Trail Dedication Water Quality Water Supply & Storage (WAC) Insulation _ Final/C.O. Final/No C.O. Other Pool _ Ftgs _ Air/Gas Tests _ Final Siding _ Stucco - Stone Windows Planning : Building Inspector Financial Guarantee Storm Sewer Trunk Sewer Lateral Street Water Lateral Other Total Sewer Trunk Water Trunk ?,6111c5• ?`' 2005 COMMERCIAL BUILDING PERMIT APPLICATION City Of Eagan 3830 Pilot Knob Road, Eagan Mn 55122 Telephone # 651-675-5675 FAX # 651-675-5694 • Structural Plans (2) sets • Civil Plans (2) • Certificate of Survey (1) • Code Analysis (1) " • Project Specs (1) • Spec. Insp. & Testing Schedule" • Soils Report (1) • Meter size must be established 1 1 1 1 1 1 • SAC determ !nation-call 651-602-1 000 It • Architectural Plans (2) sets • Architectural Plans (2) sets • Structural Plans (2) • Code Analysis (1) " • Civil Plans (2) • Project Specs (1) • Landscaping Plans (2) • Key Plan (1) • Code Analysis (1) " • Master Exit Plan (1) • Certificate of Survey (1) • Energy Calculations (1) not always- • Spec. Insp. & Testing Schedule (1) " • Elec. Power & Lighting Form (1) not always- • Meter size must be established • Meter size must be established-if applicable • Project Specs (1) • Energy Calculations (1) • Electric Power & Lighting Form (1) 1 • Master Exit Plan (1) l • Emergency Response Site Plan (1) • Soils Report (1) 1 • SAC determination - call 651-602-1 000 SAC determination -call 651-602-1000 Call MN Dept of Health at 651-215-0700 for details regarding food & beverage or lodging facilit * * Contact Building Inspections for sample and if required *** Permit for new building or addition will not be processed without Emergency Response Site Plan. Date 1 / 2-1 / 2-wG- Construction Cost I Z t l C)0(5 ' © 0 Site Address ?p(??(?3ILJpt?D? ? Unit/Ste# Tenant Name Former Tenant Name Description of Work c \ i? z - L)p CY??(• Property Owner ` mAQ L? tJ ?A-0l r7D ? Telephone # ( ) Contractor c C 4SWlfltJ`? Address ? Z?5 "\yS1-IC LJ?•k?i _ t15? city ?- M St t ` tl? _ (?s2) Q? "?? 5 Telephone # Zi a e , ` p Arch/Engr N l A Registration # Address City State Telephone # ( ) Zip / t i b lli Li d l i t y5 rr_? 0 I R Phone #: ( ) ng new sewer wa er serv ce: er ns a cense p um I hereby apply for a Commercial Building Permit and acknowledge that the information is complete and accurate; that the work will be in conformance with the ordinances and codes of the City of Eagan and the State of MN Statutes; 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 Printed Name OFFICE USE ONLY Sub Types ? 01 Foundation 14 Apartments ? 15 Lodging ? 25 Miscellaneous Work Types ? 31 New ? 32 Addition ? 33 Alteration ? 34 Replacement ? 26 Public Facility ? 30 Accessory Building ? 27 Commercial/Industrial ? 32 Ext AIt-Apartments ? 28 Greenhouse ? 34 Ext Alt-Commercial ? 29 Antennae ? 35 Ext Alt-Public Facility ? 37 Nail Salon ? 35 Int Improvement ? 36 Demolish (Interior) ? 44 Siding ? 36 Move Bldg. ? 42 Demolish (Foundation) .045 Fire Repair ? 37 Demolish (Bldg)' ? 43 Reroof ? 46 Windows/Doors 'Demolition (Entire Bldg only) - Give PCA handout to applicant Valuation 1201 +500 Plan Rev 100%_ 25% Census Code SAC Units -0 ^ Nbr. of Units 2 Nbr. of Bldgs I Required Inspections - Footings (new bldg) - Footings (deck) - Footings (addition) Foundation Drain Tile Driveway Apron _ Roof _ Ice Pr _Decking Framing Approved By: Base Fee Surcharge Plan Review SAC-MCES SAC-City SM Permit S/W Surcharge Treatment Plant Treatment Plant (Irrigation) Park Dedication Trail Dedication Water Quality Water Supply & Storage (WAC) Type of Const Occupancy Zoning Stories Sq. Ft. Length ?=-•o, Width MCES System City Water Booster Pump PRV Fire Sprinklered _ Fireplace _ R.I. - Air Test - Final Insulation Final/C.O. Final/No C.O. ? Other IF LM 12kUOe-t W 4-- Pool _ Ftgs _ Air/Gas Tests - Final Insul - Final _ Siding _ Stucco - Stone Windows Planning Cfjjl?Building Inspector I,I05.7V- (.0. 00 6. e-c.) Financial Guarantee Storm Sewer Trunk Sewer Lateral Street Water Lateral Other Total 4 1 1 1 Lir, 7 Sewer Trunk Water Trunk 7s? 4-7 2006 COMMERCIAL PLUMBING PERMIT APPLICATION CITY OF EAGAN 3830 PILOT KNOB ROAD, EAGAN MN 55122 651-675-5675 Date-O-_/-/6(o Site Address 0 % ) V (4 C C? • Unit # Tenant Name G n}? Former Tenant Name Property Owner : ?2(l atz o7 Telephone # ( ) Contractor f}SI?I <?cr?t?l'I?ChG?Y'? ??c .P ?Oncf C }z?yI?S Address 111A) /lS N'I7Yllld?9ll rC% /? 00 Z3 ? city State R n Zip Sl Telephone # (7i?1) yam/ f S ^??? License if. 06,) j Q P124 Expires: The Applicant is Owner Contractor Other Work Type _ New Bldg _ Modify Space -Irrigation System" _Yes _No Work in public r-o-w /easement? ?CRPZ _ PVB: '2? New _ Repair/Rebuild _ Replace _ Remove Rain "sensors are required on irrigation systems Description of Work fii C/ /7()1/ V1 e/7 &/ /(z 611 12ru To inquire if Pressure Reducing Valve is required on new service, call 651-675-5646 Meters - Call 651-675-5300 to verify that hydrostatic, conductivity, and bacteria tests passed prior to picking u0 meter. Irrigation Size & Type Avg GPM 2" turbo req'd unless smaller size allowed by Public Works Fire Size & Price 3/4" meter 167.00 Domestic Size & Type Avg GPM Includes high demand devices? _ Yes _ No Flushometers - Yes -No PRV Required _ Yes _ No Permit Fee $50.50 minimum (includes State Surcharge) r/ Contract Value $ S? x 1% _ $ L C ` Permit Fee $ Meter(s) Required on all new buildings & boulevard irrigation systems $ ^ Radio Meter Read $ • 50 State Surcharge If permit fee is less than $1,000, surcharge is S.50 If permit is more than 51,000, surcharge is $50 for uch 51,000 owed. Following fees apply when installing new lawn irrigation system - $ Water Permit --? Call the City's Engineering Department, 651.675-5646, foj }1u# l n? \? / IIIfnUI}f' v u Treatment Plant NOV 0 9 2006 Water Supply & Storage $ State Surcharge $ ?(? • S C Total Fee I-hereby apply for a Commercial Plumbing Pennit and acknowledge that the information is complete and accurate; that the wont will be to conformance with the ordinances and codes of the City of Eagan and with the Plumbing Codes; that I understand this is not a permit, but only an application for a permit, and work is not to start withouta permit that the work will be in accordance with the approved plan in the use of work which requires a review and approval of plans. Applicant's Printed Name App ' 's Signature CITY USE ONLY REQUIRED INSPECTIONS: _ U.G. Air Test Gas Test _ Rough In Final PLANS SUBMITTED APPROVED BY: , BUILDING INSPECTOR General Information • Radio Meter Read (required on all new buildings. Boulevard irrigation systems may require a radio read - $141.00 • RPZ's must be tested every year and rebuilt every five years. Test results should be mailed to Paul Heuer at the City of Eagan. • A minimum fee permit per address is required for the following RPZ's: new. rebuild, repair, remove • Water meters include copper horn/strainer, remote wire, and touch-pad meter. METERS REQUIRING 4-HOUR ADVANCE NOTICE PRIOR TO PICK UP GPM METERS USE PRICE GPM METERS USE PRICE 1-20 5/8" residential $130.00 4-120 1-1/2" irrigation syst $ 827.00 displacement or turbine" Public Works maximum small commercial must approve continuous metersize 10 2-30 lawn irrigation $167.00 4-160 'turbine large irrigation $ 1,040.00 maximum displacement residential system & production lines continuous or 15 small commercial 3-50 1" displacement large residential $210.00 114 to 160 2" compound bldgs over $ 1,962.00 bldg to 24 units 65 units maximum small commercial & large comm bldgs continuous & 25 irrigation systems 5-100 1-12" 25-64 unit bldgs $515.00 maximum displacement & continuous most comm bldgs 50 METERS REQUIRING 30-DAY ADVANCE NOTICE PRIOR TO PICK UP GPM METERS USE PRICE GPM METERS USE PRICE 5-350 3" turbine very large irrigation $1,394.00 6-500 4" compound +300 unit bldgs $3,864.00 system & production & very large lines comm. bldgs 12-320 3" compound +200 unit bldgs $2,516.00 10-1000 6" compound +400 unit bldgs $6,436.00 very large very large Comm bldgs Comm bldgs 15-1000 4" turbine very large $2,495.00 irrigation systems „ .,r •'. & production lines Comments • , To schedule inspection of the inside water line and bac)flow preventer, call 651-675-5675. • To arrange for water tum-on, call 651-675-5200. cc: Utility Division Systems Analyst January 2006 41? City of Eagan 3830 Pilot Knob Road Eagan MN 55122 Phone: (651) 6755675 Fax: (651) 675-5694 4z) ?/'-?. ha-(t° to 19 ?v TIV 3101tA 1 3 2408 ----------------- I Fpr_Otfic@ Use ? Permit #: ?5; 7b ? I /? I Permit Fee: • S t i i I I Date Received: ' I j Staff: I t-----------------I 2008 FIRE SUPPRESSION SYSTEMS PERMIT APPLICATION* Date: &')I 'O D Site Address: IgSS - I90 22 S1I V-2. OeI Pd Tenant: ??l/1/II?IIuf) blel) (2adaS SuiteM one: 9Sa •89'O •' ,f3 q PROPERTY OWNER Name: r Address / City / Zip: o 7 Applicant is: _ Owner x Contractor TYPE OF WORK II,, Description of work: Igg;" ?d hd i1 06kr f j ar f fWh rOOY11,add 2''mq//1 1 gg9, I g-71 I q 0??)' ; Construction Cost: 4;2006 . 00 Estimated Completion Date: ?' S dPi d 2° s QQfl qq ddG9 1 1 ?QR 16!IK?f i? Name: V, 11IIG1 fGVrcn License#: C'eOS dhl VIVI" ?S r Address: City: ) f f ? ? Zip: State: n Phone: 65/ SSIV-3360 Contact Person: > L " I V1 ? / /0fi j FIRE PERMIT TYPE WORK TYPE "'Sprinkler System (# of heads _ New -Fire Pump Addition Alterations Standpipe Remodel Other. Other: DESCRIPTION OF WORK: Commercial - Residential _ Educational FEES $50.50 Minimum (includes State Surcharge) OR Contract Value $ '2 () x 1% _ $ fD - 0(? Permit Fee - If Permit Fee is less than $1,000, surcharge is $.50. -5-0 State Surcharge = $ - If Permit Fee is > $1,000, surcharge increases by $.50 for each - $1,000 Permit Fee (.e. a $1,001-$2,000 Permit Fee requires a $1.00 surcharge). $ SD • SO TOTAL FEE 314" Displacement Fire Meter - $183.00 $ Fire Meter $ TOTAL FEE *Requirements: 2 complete sets of drawings ana specifications, cut sheets on mairnala alma wulN?u?nw ..? ........-- I hereby apply for a Fire Suppression System permit and acknowledge that the information is complete and accurate; that the work will be in conformance with the ordinances and codes of the City of Eagan and with the Minnesota Building/Fire Codes; 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. x x Applicant's Printed Name Ap 61 i an'S'SIa ature a/h 71 FOR OFFICE USE REQUIRED INSPECTIONS Hydrostatic Flow Alarm Drain Test _ Rough In Trip Pump Test Central Station Final ti Conditions of Issuance: Permit ReviewedbX. Date: (? 1 G 1 d r3 City of hap 3830 Pilot Knob Road Eagan MN 55122 Phone: (651) 675-5675 Fax: (651) 675-5694 c 3(-g Use BLUE or BLACK Ink For Office Use Permit #: Permit Fee: 2011 COMMERCIAL PLUMBING PERMIT APPLICATION Date: 11) iZ f' 1 Site Address: I(,/$ '5 51) V Y )) )f00.01 Tenant: Sh C Y h0,(1 6-1 Suite #: Name: (O l .l wood mei y - Phone: Name: 1 s -co c is e A' I t ?ZC' hC fl) rel 1 License #: £ ' L15 2 P M Address: F V'9 )507, %+ 23 1- City: �'1 ..()/%/ 1 ,/f � J State: Zip: ,53-.Tf 1 Phone: _ �l L-'/ "! co) Email: /{%� f/ (l47r i)/02 /v/'i/. (9/ New Replacement _ Repair Rebuild/ _ Modify Space _ Work in R.O.W. � Description of work: Ar b sin %A/2 714:7 C L �) ('Gt�(1 17i 711(r/7 )©Q/w' r COMMERCIAL _ New Construcxion Irrigation System (_ yes / no) (_ RPZ / PVB) /24) / f ( J • Rain sensors required on irrigation systems • Avg. GPM (2" turbo required unless smaller size allowed by Public Works) Meters CaII (651) 675-5646 to verity that tests passed prior to picking uP meter. Domestic: Size & Type Fire: 1 Avg. GPM High demand devices? Yes _No Flushometers _Yes _No V/Modify Space fr,tviv 10)(r fli COMMERCIAL FEES: $55.00 Minimum (includes State Surcharge) OR Contract Value $ x 1% = $ Permit Fee Required on ALL new buildings and boulevard irrigation systems 4 $ Radio Meter Read - If the Permit Fee is less than $10,010, the surcharge is $5.00 $ Meter(s) - If the Permit Femme is > $10,010, the surcharge increases by $.50 for each $1,000 Permit Fee (i.e. a $10,010-$11,000 Permit Fee requires a $5.50 surcharge) $ State Surcharge Following fees apply when installing a new lawn irrigation system $ Water Permit Contact the City's Engineering Department, (651) 675-5646, for required fee amounts. $ Treatment Plant $ Water Supply & Storage $ State Surcharge = $ cc, e1) TOTAL FEE CALL BEFORE YOU DIG. Call Gopher State One Call at (651) 454-0002 for protection against underground utility damage. Call 48 hours before you intend to dig to receive locates of underground utilities. www.gooherstateonecali.orq I hereby acknowledge that this information is complete and accurate; that the work will be in conformance with the ordinances and codes of the City of Eagan; that I understand this is not a permit, but only an application for a permit, and work is not to start without a permit; that the work will be in accordance with the approved plan in the case of work which requires a review and approval of plans. ✓iY t TV7a ins II - Applicant's Printed Name Apps Signature Page 1 of 3 City of Eaall 3830 Pilot Knob Road Eagan MN 55122 Phone: (651) 675-5675 Fax: (651) 675-5694 Use BLUE or BLACK Ink For Office Use `/30K Permit Fee: 3.1 '- . Permit #: Date Received: I I° 13 Staff: 2013 COMMERCIAL FIRE )ALARM PERMIT APPLICATION* Date: Site Address: ! '5J 5! l v'v 8%,e // ou d Tenant: ShannonGl€e1-1. Conies Name: Address / City / Zip: Applicant is: Owner Contractor Description of work: Phone: Suite #: Construction Cost: Estimated Completion Date: Name: E%Grj'o✓rfG 1,15 �/ 7dh rete License#: 75doa22 7 Address: 115-4/ 5 44lee t/c?n 8 i'. ,jW%/t,2 City: Ma/le 6rOile State: Mil/ Zip: 55307 Phone: 7‘.3- Y-2§.-- 8'550 Contact: Ch r!S Aiev 41 Email: CA / DESCRIPTION OF WORK: FEES New Addition Alterations Remodel Other: Ili/ J XCommercial _ Residential Educational $55.00 Permit Fee Minimum *If contract value is LESS than $10,010, Surcharge = $5.00 **If contract value is GREATER than $10,010, Surcharge = Contract Value x $0.0005 ***If the project valuation is over $1 million, please call for Surcharge Contract Value //$ 0.74(,2', oco�x .01 _ $ .,206 .20 Permit Fee _ $ ID, 3/ Surcharge* lU = $ , 5/ TOTAL FEE *Requirements: 2 complete sets of drawings and specifications, cut sheets on materials and components to be used I hereby apply for a Fire Alarm permit and acknowledge that the information is complete and accurate; that the work will be in conformance with the ordinances and codes of the City of Eagan and with the Minnesota Building/Fire Codes; 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. x C, ` la Applicant's Printed Name FOR=OF CEU eguiredin x Applicant's Signature #2 t o Use BLUE or BLACK Ink For Office Use { Cat of Ealan ~ Perrnit#: I 1 l/@959 I Permit Fee: 14 -)o j C 3830 Pilot Knob Road Eagan MN 55122 Date Received: ' Phone: (651) 675-5675 I l Fax: (651) 675-5694 r Staff- 2013 , 2013 COMMERCIAL BUILDING PERMIT APPLICATION c, 7: 104 Date: / Z- Site Address: J /,u C.m- /-Z D /0 'Z i 1~ Z i Z~'S 1) I 1 _z- Tenant Name:CC~ y r,.TR--: oC_% 0 (Tenant is: New Edstirtg) Suite #c ~ 4j rye - r Former Tenant: Phone: Property Owner Address !City /Zip: ~ cs ~i camas vn.9~ . u ~ / Applicant is:_ Owner Contractor Type of Work Description of work: Construction Cost: 3~d Name: T(L~ i r License Contractor Address: ~b City. State: )V Zip:~ ;z_ Phone: 7_- v79.z Z5 L g 1 ( Contact: igg -t- natl: c3. ~v' a 1 Name: Registration Address: City: ArchitectlEngineer State: Zip: Phone: l Contact Person Email:: Licensed plumber installing new sewertwater service: Phone NQ7€: Plans and supportirfg doc[rt»ents that you submit are considered to be public information. Porf ors of the information may be classified as non-public if you provide specific reasons that would permit the City to Ls H conclude that they are &ad& secrets. CALL BEFORE YOU DIG. Call Gopher State One Call at (651) 454-0002 for protection against underground utility damage. Call 48 hours before you intend to dig to receive locates of underground utilities. vxoNv .gopherstateonecall.orct 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 pplication 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 work wh requires a review and approval of plans. x L-a N " t G x Applicant's Printed Name Ap licant Si nature Page 1 of 3 5 S)IVW DO NOT WRITE BELOW THIS LINE SUB TYPES Foundation _ Public Facility /Exterior Alteration-Apartments Commercial / Industrial _ Accessory Building _ Exterior Alteration-Commercial _ Apartments _ Greenhouse / Tent _ Exterior Alteration-Public Facility Miscellaneous Antennae WORK TYPES New Interior Improvement Siding _ Demolish Building* Addition _ Exterior Improvement Reroof _ Demolish Interior Alteration _ Repair Windows _ Demolish Foundation Replace _ Water Damage Fire Repair _ Retaining Wall Salon Owner Change *Demolition of entire building - give PCA handout to applicant DESCRIPTION ed p Valuation ~00 Occupancy MCES System Plan Review Code Edition SAC Units (25%_ 100°/x_) Zoning ! City Water Census Code Stories Booster Pump # of Units Square Feet PRV # of Buildings Length Fire Sprinklers Type of Construction 14 Width REQUIRED INSPECTIONS Footings (New Building) Sheetrock ✓Footings (Deck) Final / C.O. Required Footings (Addition) / Final / No C.O. Required Foundation Other: Drain Tile Pool: _Footings -Air/Gas Tests -Final Roof: -Decking -Insulation -Ice & Water -Final Siding: -Stucco Lath -Stone Lath -Brick Framing Windows Fireplace: -Rough In -Air Test -Final Retaining Wall Insulation Erosion Control Meter Size: Final C/O Inspection: Schedule Fire Marshal to be present: Yes V-"No Reviewed By: Aik L , Building Inspector Reviewed By: , Planning COMMERCIAL FEES Base Fee .x.5'0, zs- Water Quality Surcharge 00 Water Supply & Storage (WAC) Plan Review &,2j Storm Sewer Trunk MCES SAC Sewer Trunk City SAC Water Trunk S&W Permit & Surcharge Street Lateral Treatment Plant Street Treatment Plant (Irrigation) Water Lateral Park Dedication Other: Trail Dedication Water Quality TOTAL' Page 2 of 3 . � Use BLUE or BLACK Ink �________________� I For Office Use � I � n I Cltof �a a� � Permit#: i�_;7��7l � Y � � /� p� � I Permit Fee: oC�'I") � a�� � 3830 Pilot Knob Road I i Eagan MN 55122 E � � "'" "�('`��rt �ry� I Date Received: � �I Phone: (651) 675-5675 `"'�-�-�-° ' i � Fax: (651) 675-5694 ,� �, � � . i � ��� ,� i. L�J l�a I Staff: I �-----------------� 2014 COMMERCIAL BUILDING PERMIT APPLICATION Date: �� iJv `�� Site Address: ���� �1���-� �� _ �iq`��✓� �nN , Tenant Name: (Tenant is: New/ Existing) Suite#: Former Tenant: Name: Phone: Property Owner Address�City�Zip: Applicant is: Owner Contractor Type of Work Description of work: �1`�`z��/�- ��'C���,�5 — r•�5�� �� Construction Cost: ���� ���• � Name: f-1�ErJ Cu��{���� License#: �C-��0 �! / Contractor Aaaress: LI l I �I1�t4Q-1� �q U� �� c�ty: �. S-P��— ' State: �� Zip:Sc�7� Phone: C��� c���'" ��O-3 Contact: .1�� Email: ��w�����kS�Y����t .Coµ� Name: Registration#: Architect/Engineer Address: city: State: Zip: Phone: Contact Person: Email: Licensed plumber installing new sewer/water service: Phone#: NOTE:Plans and supporting documents fhaf you submif are considered to be public information. Portions of : the information may be classified as non-public if you provide specific reasons that would permit the City fo conc/ude that the are trade secrets ' CALL BEFORE YOU DIG. Call Gopher State One Call at(651)454-0002 for protection against underground utility damage. Call 48 hours before you intend to dig to receive locates of underground utilities. www. erstateo all.or I hereby acknowledge that this information is complete and accurate; that the wor will e in nfor ance with the ordinances and codes of the City of Eagan; that I understand this is not a permit, but only an applic tion fpr a p mit, • d work is not to start without a permit;that the work will be in accordance with the approved plan in the case of wor whi h requi es iew and approval of plans. x ��►'1 LJ�✓� X ApplicanYs Printed Name Applicant's Signature Page 1 of 3 , l t�s S� I�eQi 1�-i� �D DO NOT WRITE BELOW THIS LINE j �"� SS-v�— SUB TYPES Foundation _ Public Facility Exterior Alteration-Apartments s�Commercial/Industrial _ Accessory Building Exterior Alteration-Commercial _ Apartments _ Greenhouse/Tent Exterior Alteration-Public Facility Miscellaneous Antennae WORK TYPES _ Nevv _ Interior Improvement Siding Demolish Building" _ Addition Exterior Improvement s�Reroof Demolish Interior _ Alteration Repair Windows Demolish Foundation _ Replace _ Water Damage Fire Repair Retaining Wall _ Salon Owner Change *Demolition of entire building-give PCA handout to applicant DESCRIPTION Valuation �rj`�a�00Z7 � Occupancy �' Z— MCES System /� /} Plan Review Code Edition 2oD"]MS,gG SAC Units (25%_100%___) Zoning City Water Census Code Stories � Booster Pump #of Units a Square Feet PRV #of Buildings l Length Fire Sprinklers Type of Construction �°� Width REQUIRED INSPECTIONS Footings(New Building) Sheetrock Footings (Deck) Final/C.O. Required Footings(Addition) Final/No C.O. Required Foundation Other: Drain Tile Pool: Footings _Air/Gas Tests Final �✓ Roof:_Decking !Insulation _Ice&Water �Final Siding:_Stucco Lath _Stone Lath _Brick Framing Windows Fireplace:_Rough In _Air Test _Final Retaining Wall Insulation Erosion Control Meter Size: Final C/O Inspection: Schedule Fire Marshal to be present: Yes No Reviewed By: ��[� , Building Inspector Reviewed By: , Planning COMMERCIAL FEES Base Fee f'rj S-6 .?S�� Water Quality Surcharge � Z� � �� Water Sampling Fee Plan Review ���-v Water Supply & Storage (WAC) MCES SAC Storm Sewer Trunk City SAC Sewer Trunk S&W Permit 8� Surcharge Water Trunk Treatment Plant Street Lateral Treatment Plant(Irrigation) Street Park Dedication Water Lateral Trail Dedication Other: Water Quality TOTAL �� �g`,'7� Page 2 of 3 �v P�`���`� �..31�D� ii 'F` •-_f3- i..,..:..> . Use BLUE or BLACK Ink � For Office Use I � OCT � 6 20�4 ; � ���j � I ; ���� ������lE � � � Permit#: '; ° � ` � +o I 3830 Pilot Knob Road � - . i Permit Fee:� � Eagan MN 55122 � � ' I Phone:(651)675-5675 I Date Received: � Fax:(651)675-5694 f� ���/� I Staff: j /� � �-------- -------� 2014 MECHANICAL PERMIT APPLICATION ❑ Please submit two(2)sets of plans with all commercial applications. Date: ��"1���� Site Address: � �s� J i �v�-�- �� �� �'° Tenant: Suite#: Name: ��/L"�� f�S.S fJGi� !U� �'G�/J � Phone: � � Resident/Owner Address/City/Zip: �' Name: ���'9�d9 ��1GG7 1 ��1 License#: Address ,S���f� ���"L �.� City: �7. f"'r�� GQntractc�r �:� Zip: JS/�� Phone: 6S�-'76q'93t(� � State: �S�'"/�S ��4�0� o!'ti'ec� � Contact:�f/fN' �/QOl'✓ Email: ��di.yv�/"lG,�f� -j�lj�G�>`�C�Gr�r�-t New �Replacement Additional Alteration Demolition type'�f Wor'k ' Description of work: � �,G�r�i► � /� �.J �be°t0 ,�a�F '�� �N'"r � � � N�?TE':Roof t�auntec�and grc��r�d mounted mecha�nir.�l�q�ipEner�#is►equir��#o be scre�ned hy���y �'� Code. Please contact the[�echanica!Insp�ctcr for informaticn on permitted screen3ng methads, RESIDENTIAL COMMERCIAL _Furnace New Construction _Interior Improvement F�CIi1it T�/pE —Air Conditioner � _Install Piping �Processed _Air Exchanger Gas �Exterior HVAC Unit � _Heat Pump � _Under/Above ground Tank �Install/_Remove) � Other � RES/DENT/AL FEES � $60.00 Minimum Add or alteration to an existing unit(includes$5.00 State Surcharge) ° $100.00 Residential New(includes$5.00 State Surcharge) _$ TOTAL FEE COMMERCIAL FEES ContractValue$ ��(?.-� x.01 $55.00 Permit Fee Minimum �' ' $70.00 Underground tank installationlremoval =$ �ZZ Permit Fee � *If contract value is LESS than$10,010,Surcharge=$5.00 =$ b• �'� Surcharge" *"If contract value is GREATER than$10,010,Surcharge=Contract Value x$0.0005 ***if the project valuation is over$1 miliion,please call for Surcharge _$ ��� ,i� TOTAL FEE � 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. x ft�ild� � �l�d/� � X �,-- � ApplicanYs Printed Name Applicant's Sig ature FQR OFFICE USE' Required Ir��pec#ipns: ' Reviewed 8y:�, Ciate: � � / Underground" Rough In AirTest Gas Service Test in-floor Heat Fi�at� HVAC Scr�enir�g ', r Use BLUE or BLACK Ink �-----------------� t For Office Use ������� � � Permit#: / `1���� !�j,��'/ � C�� Of �� ��. / / �� � � { Perrttit Fee_ �i���� �10 f 3830 Pilot Knob Road Eagan MN 55122 i i Phone: (651)675-5675 ��- - , � Date Received: � � � ' I S � Fau: (651) 675-5694 ` . _. ." , � i � i r � Staff: 1 � ��.� � ;; 1, i;� '--------------r--� 2015 COMMERCIAL BUILDING PERMIT APPLICATION Date:�` !—7'^�� 8ite Address:_/��� �! /✓t,2._�,►��,�,� , ', - __ j��"""i Tenant Name: (Tenant is: New/�Existing) 5uite#:�Za -'ZZ 1 , 3Zt�-Tjz� I Former 7enant; Name:�ot��was�� I�d.+��c rar�� Phone: `��- 7�37 . Propgt"ty OWne� Address/City/Zip: Zt'a.� C�..�.x..s-�r,,.,w�,�,� b rz. 1�U.,.N s�.�/, S"5S"'��"� ' App6cant is: Qwner �Contractor T��4,��a�,� Description of work:�� /�G_� '��- ,cs,���,�, Constructian Cos�����C> Name: � 2►'"'�'c?a-•� �S/%z�r.�..nw _-.�5 ,.��-� License#:��.���/�,�'"�J� C011�[�C�Qt' Address:_�t Z.I �/v.�,t/ %�/.-�.�'+ c�ty: /��-��,.�1�� - State: �� Zip:���/.� Phone: �/2-- ��p"�-��l Contact: /�.rvi*-�/� Email: L�'G����/�--? � . �....� Name: �/.�-2�5� �✓�-25cr't.1 Registratian#: ���''y� ACChit�CtlE[#���i�@t' ' Address:Z�l �/.a-�-«�,.1 v� /!� "' City: �t.� ��P,�-�"� State:II�'�� Zip:��JI.� Phone: 7G 3 — s..° ��. —cr'S3� , Contact Person. .���-�-� Email: Licensed plumber installing new sewerfwater service: Phone#: NOTE:Ptans and sr�ppo�ting dacume»ts fJra#you submit are considered to be pvb#ic infc�rmation. Portio,ns of the infarmat�an r�aay be class�ed a�nan pub{�c ff you provide spec"rf"ie reasans#hat wvufd pe�rmif the City to car�chrde fhat�e are t�ade secrets. CALL BEFORE YOU DIG. Call Gopher State One Cal1 at{651)454-0402 for protection against underground utility damage. Call 48 hours before you intend to dig to receive locates of underground utilities. www.gopherstateonecall.org I hereby acknawiedge that this information is complete ancl accurate; that the wark 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 pplication for a rmit, and work is not to start without a permit;that the work will be in accordance with the approved plan in the case work which r uires a review and approval of plans. � � , i ,%° ; , X ,;,.,,��/vA�`�/�/�G.r�`i.�-�,,�--fr <. X , . Applicant's Printed Name --'� A lic i na ur�,c.--�~"""� Page 1 of 3 . 1�s �� S� C��c� ��=�� ��� / �� �� DO NOT WRITE BELOW THIS LINE � SUB TYPES _ Foundation _ Pubfic Facility _ Exte�ior Aiteration-Apartments Commercial/industrial _ Accessory Suilding _ Exterior Alteration-Commerciai �/' Apartments Greenhouse i Tent Exterior Alte�ation-Public Facility Miscetlaneous Antennae WORK TYPES _ New _ Interiar Improvement _ Siding ^ Demolish Building° _ Addition _ Exterior Improvemerrt _ Reroof _ Demolish Interior Alteration Repaic Windows Demolish Foundatian .� Replace _ Water Damage _ Fire Repair _ Retaining Wall _ Salan Qwner Change 'Demolition of entire buiiding-give PCA handout to appifcant DESCRIPTION �,��C(S'(�lll1G ��S I', Valuation ��j�`'`'`' Occupancy /�-' Z" MCES System _!V� Pian Review �% Code Edition ZOO'�/�15� SAC Units (25%_1 d0%� Zoning City Water Census Code Storles 3 Booster Pump #of Units � Square Feet PRY #of Buildings � Length Fire Sprinklers Type of Gonstructi�n 1ll•L� Width REQUIRED INSPECTIONS Fvotings(New Buildingj Sheetrock �r`� Footings(Deck} Final/C.O.Required Faotings(Addition) �Final/No C.O.Required Fouttdation Other: Drain Tlle Pool:_Footings AirlGas Tests _Final Roof:_Deeking _Insulation _Ice&Water _,,,_Final Siding:_Stucco Lath _Stone Lath _Brick w` Framing Windows Fireplace:_Rough In Air Test _Final Retaining Wall Insulation Erosion Control Meter Size: Concrete Entrance Apron / Final C/O Inspection: Schedule Fire Marshal to be present: Yes ✓ Na Reviewed By: ��� , Building Inspector Reviewed By: , Planning GOtVIMERCIAL FEES Base Fee 3 3q•ZS� Water Quality Surcharge ��• � Water Sampling Fee Plan Review 2��-�( Water Supply&Storage(WAC) MCES SAC Storm Sewer Trunk City SAC Sewer Trunk S8�W Permit 8 Sc�rcharge Water Trunk Treatment Plant Street Lateral Treatment Plant(Irrigation) Street Park Dedication Water Lateral Trail Dedicatian Other: Water Quality TOTAL � ��9�>��! Page 2 of 3 City of Eapli 3830 Pilot Knob Road Eagan MN 56122 Phone: (651) 675-5675 Fax: (651) 675-5694 RECEIVED MAI 17 2.0* Use BLUE or BLACK Ink For Office Use Permit #: tP—H Permit Fee. Date Received: Staff: 2016 COMMERCIAL PLUMBING PERMIT APPLICATION 1:1 Please submit two (2) sets of plans with all commercial applications. Site Address: C3 f5S 5 Tenant: S (1^ f Property „iv... A Owner,! Name: Contractor' 3 Address: 18c) (4141-- e'14--- City: IQ €,,,,3pebt State:'" Zip: 554.-, Suite #: Phone: cr S ef- LISIV Name: IN.‘Qt` P r License #: Phorte: i YLtc:11-- Errtail: c.) 2 Type of Work New /Replacement Repair Rebuild Modify Space Work in R.O.W. I _ Description of work: iferlf‘P'6C6 Xie=?Zie-,' 60,,Frie-A0( i '--, COMMERCIAL _ New Construction Modify Space Irrigation Systeni ( yes / no) ( RPZ / Es/B) i Rain sensors required on irrigation systems PermiteType t . Avg, GPM (2* turbo required unless smaller size allowed by Public Works) t ' 1 Meters Call (651) 675-5646 to verity that tests passed prior to picking up meter. Domestic: Size & Type I ( Avg. GPM High demand devices? Yes NaFl s tishorneters Yes No Fire: 1 COMMERCIAL FEES Contract Value $ 9;0E' x .01 $60.00 Permit Fee Minimum 9 - , . ,—/ ( ',:% , , $60.00 PVB/RPZ Permit (includes State Surcharge) $ CPen-nit Fee ,,,, r..; $ i ' ' - ' - ' ' ' ' Surcharge Surcharge = Contract Value x $0.0005 , If the project valuation is over $1 million, please call for Surchargez--- $ 57, ,,,_., TOTAL FEE ---- : Following fees apply when installing a new lawn irrigation system Contact the City's Engineering Department, (651) 675-5646, for required fee amounts. $ Water Permit $ Treatment Plant $ Water Supply & Storage $ State Surcharge :•-• $ TOTAL FEE i.________________._,____________________.______________________ CALL BEFORE YOU DIG. Call Gopher State One Call at (651) 4.54-0002 for protection against underground utility damage. \ 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. X Applicant's Printed Name x 2 Applicant's Signature FOR OFFICE USE Required inspections: Under Ground Meter Related Items: Meter Size Approved By: Date: ough-In Air Test Gas Test Final PRV Required: Yes No Radio Read ManometerStaff: .5?f11 Page 1 of 3 Use BLUE or BLACK Ink r----------------- I I For Office Use I j I Permit#: fU --� City of E*dD 2 1 Permit Fee. 3830 Pilot Knob Road I Eagan MN 55122 I Phone: (651)675-5675 i Date Received: / I Fax: (651) 675-5694 I j ff- AY 0 9 1016 Lsta ----- ----- 2016 COMMERCIAL BUILDING PERMIT APPLICATION Date: 5-5-2016 Site Address: 1855 SILVER BELL ROAD Tenant Name: L-- h (\ 0 - (Tenant is: New/ Existing) Suite#: 7-17-7-I 31 -7 -3i t Former Tenant: Name: COUNTRYWOOD MANAGEMENT Phone: 612-366-5900 Property Owner Address/City/Zip: 2805 COUNTRYWOOD DR. BURNSVILLE 55337 Applicant is: Owner Contractor Type of Work Description of work: NEW DECKS Construction Cost: 1-57. dz) Name: TRITON EXTERIORS INC License#: BC635115 Con tractor Address: 1121 BLUEBILL BLVD City: BUFFALO State: MN Zip: 55313 Phone: 612-282-2391 Contact: LONNIE Email: lococon @hughes.net Name: Registration#: Architect/Engineer Address: City: State: Zip: Phone: Contact Person: Email: Licensed plumber installing new sewer/water service: Phone#: NOTE.Plans and supporting documents that you submit are considered to be public information. Portions of the information may be classiried'as non-public if you provide specific reasons that would permit the City to conclude that the are trade secrets. CALL BEFORE YOU DIG. Call Gopher State One Call at(651)454-0002 for protection against underground utility damage. Call 48 hours before you intend to dig to receive locates of underground utilities. www.gopherstateonecall.org 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 a 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 f work which r uires a review and approval of plans. Xlonnie huisenga X Applicant's Printed Name Applicant's Signature Page 1 of 3 C• i DO NOT WRITE BELOW THIS LINE SUB TYPES / _ Foundation _ Public Facility ✓ Exterior Alteration Apartments _ Commercial!Industrial _ Accessory Building _ Exterior Alteration-Commercial _ Apartments _ Greenhouse/Tent _ Exterior Alteration-Public Facility Miscellaneous Antennae WORK TYPES New _ Interior Improvement Siding _ Demolish Building* Addition _ Exterior Improvement Reroof _ Demolish Interior Alteration _ Repair Windows _ Demolish Foundation Replace _ Water Damage Fire Repair Retaining Wall Salon Owner Change *Demolition of entire building—give PCA handout to applicant DESCRIPTION Vft*- fXaAa-IOW--5 Valuation (5I000 Occupancy R Z MCES System AI IA- Plan Review ✓ Code Edition Z,0157 M$G SAC Units (25%-100% ✓) Zoning ,2• City Water Census Code Stories _ Booster Pump #of Units L Square Feet PRV #of Buildings Length Fire Sprinklers Type of Construction Width REQUIRED INSPECTIONS Footings(New Building) Sheetrock ✓ Footings(Deck) Final/C.O. Required Footings(Addition) Final/No C.O.Required Foundation Other: Drain Tile Pool:_Footings _Air/Gas Tests _Final Roof:_Decking _Insulation _Ice&Water _Final Siding:_Stucco Lath _Stone Lath _Brick Framing Windows Fireplace:_Rough In Air Test _Final Retaining Wall Insulation Erosion Control Meter Size: Concrete Entrance Apron Final C/O Inspection: Schedule Fire Marshal to be present: Yes No Reviewed By: c4e-k/(o , Building Inspector Reviewed By: , Planning COMMERCIAL FEES Base Fee ZG s° Storm Sewer Trunk Surcharge Sewer Trunk Plan Review Z•SS Water Trunk MCES SAC Street Lateral City SAC Street S&W Permit&Surcharge Water Lateral Treatment Plant Other: Treatment Plant(Irrigation) Park Dedication Trail Dedication Water Quality TOTAL: 77 Page 2 of 3 .r Use BLUE or BLACK Ink r----------------- I I For Office Use I Permit#: �-�� L� j City of Ea a� I Permit Fee: 3830 Pilot Knob Road I I Eagan MN 55122 I Date Received: I Phone: (651)675-5675 I i Fax: (651) 675-5694 ' ) Staff: I L---------- 2016 COMMERCIAL BUILDING PERMIT APPLICATION Gate: 5-5-2016 site Address: 1855 SILVER BELL ROAD Tenant Name: (Tenant is: New/X—Existing) Suite#::?�' 5-Z05- 505- Former Tenant: Name: COUNTRYWOOD MANAGEMENT Phone: 612-366-5900 Property Owner Address/City!Zip: 2805 COUNTRYWOOD DR. BURNSVILLE 55337 Applicant is: Owner Contractor Type of Work Description of work: NEW DECKS Construction Cost: Name: TRITON EXTERIORS INC License#: BC635115 Contractor Address: 1121 BLUEBILL BLVD city. BUFFALO State: MN Zip: 55313 Phone: 612-282-2391 Contact: LONNIE Email: lococon @hughes.net Name: Registration#: Architect/Engineer Address: City: State: Zip: Phone: Contact Person: Email: Licensed plumber installing new sewer/water service: Phone#: NOTE:Plans and supporting documents that you submit are considered to be public information. Portions of the information may be classified as non-public if you provide specific reasons that would permit the City to conclude that the are trade secrets.': CALL BEFORE YOU DIG. Call Gopher State One Call at(651)454-0002 for protection against underground utility damage. Call 48 hours before you intend to dig to receive locates of underground utilities. www.goi)herstateonecall.org 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 cas f work which requires a review and approval of plans. Xlonnie huisenga X Applicant's Printed Name A licant's Signature Page 1 of 3 DO NOT WRITE BELOW THIS LINE CP SUB TYPES / _ Foundation _ Public Facility Exterior Alteration-Apartments Commercial/Industrial _ Accessory Building _ Exterior Alteration-Commercial Apartments _ Greenhouse/Tent _ Exterior Alteration-Public Facility Miscellaneous Antennae WORK TYPES _ New Interior Improvement Siding _ Demolish Building* Addition Exterior Improvement Reroof — Demolish Interior Alteration _ Repair Windows _ Demolish Foundation Replace _ Water Damage Fire Repair _ Retaining Wall _ Salon Owner Change *Demolition of entire building—give PCA handout to applicant DESCRIPTION T)E-ct 3 `• Valuation SZ 040 ` Occupancy Z MCES SystemM h Plan Review ✓ Code Edition 20l5 MA!), SAC Units (25% ✓100%_) Zoning /L 'f City Water Census Code Stories 3 Booster Pump #of Units 6 Square Feet PRV #of Buildings / Length Fire Sprinklers Type of Construction Width REQUIRED INSPECTIONS Footings(New Building) Sheetrock Footings(Deck) V4inal/C.O. Required Footings(Addition) Final/No C.O.Required Foundation Other: Drain Tile Pool:_Footings Air/Gas Tests _Final Roof:_Decking _Insulation _Ice&Water _Final Siding:_Stucco Lath _Stone Lath _Brick Framing Windows Fireplace:_Rough In Air Test _Final Retaining Wall Insulation Erosion Control Meter Size: Concrete Entrance Apron Final C/O Inspection: Schedule Fire Marshal to be present: Yes ✓No Reviewed By: eM461 , Building Inspector Reviewed By: , Planning COMMERCIAL FEES Base Fee 2 GS•Ste° Storm Sewer Trunk Surcharge 7•r0 Sewer Trunk Plan Review 43. /S Water Trunk MCES SAC Street Lateral City SAC Street S&W Permit&Surcharge Water Lateral Treatment Plant Other: Treatment Plant(Irrigation) Park Dedication Trail Dedication Water Quality TOTAL: Page 2 of 3 Use BLUE or BLACK Ink r-----------------I I For Office Use I Cit Eatdfl I Permit#: `� I y 3830 Pilot Knob Road i Permit Fee: Eagan MN 55122 g I Date Received: Phone: (651) 675-5675 I i Fax: (651) 675-5694 MAY 0 9 Zg,16 staff: � L------------- 2016 COMMERCIAL BUILDING PERMIT APPLICATION Date: 5-5-2016 Site Address: 1855 SILVER BELL ROAD Tenant Name: (Tenant is: New/ Existing) Suite#: Ac7/ —.� Former Tenant: Name: COUNTRYWOOD MANAGEMENT Phone: 612-366-5900 Property Owner Address/City/zip: 2805 COUNTRYWOOD DR. BURNSVILLE 55337 Applicant is: Owner I Contractor Type of Wank Description of work: NEW DECKS Construction Cost: 60c Name: TRITON EXTERIORS INC License#: BC635115 Contractor Address: 1121 BLUEBILL BLVD city: BUFFALO State: MN Zip: 55313 Phone: 612-282-2391 Contact: LONNIE Email: lococon @hughes.net Name: Registration#: Architect/Engineer Address: City: State: Zip: Phone: Contact Person: Email: Licensed plumber installing new sewer/water service: Phone#: NOTE:Plans and supporting documents that you submit are considered to be public information. Portions of the information may be classified as non-public if you provide specific reasons that would permit the City to conclude that they are trade secrets.` CALL BEFORE YOU DIG. Call Gopher State One Call at(651)454-0002 for protection against underground utility damage. Call 48 hours before you intend to dig to receive locates of underground utilities. www.gopherstateonecall.oM 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 cas f work which requires a review and approval of plans. x1onnie huisenga X ` Applicant's Printed Name Applicant's Signature Page 1 of 3 DO NOT WRITE BELOW THIS LINE SUB TYPES / _ Foundation _ Public Facility ✓ Exterior Alteration-Apartments Commercial/Industrial _ Accessory Building _ Exterior Alteration-Commercial _ Apartments _ Greenhouse/Tent _ Exterior Alteration-Public Facility Miscellaneous Antennae WORK TYPES _ New Interior Improvement Siding _ Demolish Building* Addition v Exterior Improvement Reroof _ Demolish Interior Alteration Repair Windows Demolish Foundation Replace _ Water Damage Fire Repair _ Retaining Wall Salon Owner Change *Demolition of entire building—give PCA handout to applicant DESCRIPTION D X�,PLAtf:*l Valuation /t>>0M Occupancy Z MCES System A/ !- Plan Review ✓ Code Edition 20/5 4443 SAC Units (25% ✓100% Zoning City Water Census Code Stories 3 Booster Pump #of Units 4 Square Feet PRV #of Buildings / Length Fire Sprinklers Type of Construction Width REQUIRED INSPECTIONS Footings(New Building) �Sheetrock Footings(Deck) ✓Final/C.O.Required Footings(Addition) Final/No C.O.Required Foundation Other: Drain Tile Pool:_Footings Air/Gas Tests _Final Roof:_Decking _Insulation _Ice&Water _Final Siding:_Stucco Lath _Stone Lath _Brick Framing Windows Fireplace:_Rough In Air Test _Final Retaining Wall Insulation Erosion Control Meter Size: Concrete Entrance Apron Final C/O Inspection: Schedule Fire Marshal to be present: Yes No eReviewed By: we , Building Inspector Reviewed By: , Planning COMMERCIAL FEES Base Fee Storm Sewer Trunk Surcharge $.04, Sewer Trunk Plan Review 31 ° / Water Trunk MCES SAC Street Lateral City SAC Street S&W Permit&Surcharge Water Lateral Treatment Plant Other: Treatment Plant(Irrigation) Park Dedication Trail Dedication Water Quality TOTAL: 2-2-7, Page 2 of 3 Dale Schoeppner From: Bjorklund, Gary (DU) <Gary.Bjorklund@state.mn.us> Sent: Monday, November 07, 2016 6:07 AM To: 'peggie.splittstoser@otis.com'; 'peggie.splittstoser@otis.com'; Dale Schoeppner; DU.EIevator.ETrakit Final Approval for Permit Work at 1855 Silver Bell Rd, EAGAN Subject: OTIS ELEVATOR COMPANY: The ELV ALTERATION permit work has been completed and approved for the following project: Permit Number: ELV1606-00010 Project e: Shannon Glen I_..__ Site cation: 1855 Silver Bell Rd, EAGAN The Department of Labor and Industry is required to inspect and provide approvals on elevator related devices prior to allowing them to be placed into service. An Inspector from the Elevator Safety Section recently performed an inspection of the work performed under the permit listed at the site above. The alteration is in compliance with the Department rules for elevators. CONSTRUCTION CODES & LICENSING DIVISION Elevator Section 1