The URL can be used to link to this page

3810 Lexington AveCITY OF EAGAN Remarks '? fa?'. Addition SECTION 23 _ ,„t _ r,,,. Par,l 10 02300 016 25 screec c.a.a EAGAN M 55123 A., r A, A..- -f A. l i ll. n/ n, n ,/ I Al.. I.U_ U' P•;; ???.'- /•mt (_m dl'I ! /l <.i) /4'!4'!t! i.tl/Iol - lGLV4 ! /j!! /VVU ! ff}'/c Improvement Date Amount Annual Years Payment Receipt Date STREETSURF. STREET RESTOR. GRADING SAN SEW TRUNK SEWER LATERAL WATEflMAIN WATER LATERAL '" - _ - - WATER AREA y, , 1 STORM SEW TRK STORM SEW LAT 5253.35 COl. _I-30-85M -- CURB & GUTTER SIDEWALK STREET LIGHT WATER CONN. BUILDING PER. SAC PARK Y OF EAGAN Remarks Additio S?r2CN 23 Lot 012 Blk ? Street Owner n </9?/o l7 VYt.?.d.a . Ln i? .?t, ?1n.r Improvement Date Amount Annual Years Payment Recei Date STREETSURF. STREET RESTOR. GRADING -1-000 SAN SEW TRUNK SEWER LATERAL WATERMAIN WATER LATERAL WATER AREA STORM SEW TRK STORM SEW LAT CURB & GUTTER SIDEWALK STREET LIGHT WATER CONN. BUILDIN R. SAC K 25 0.,,,.o1 10 TY OF EAGAN Remarks Additi 3 • ' Lot Blk oWne, ?sc?eet 3890 Lexin?ton Ave. So. r. -7 - Improvement - ate Amount Annual Vears Payment Rece" Date STREETSUFF. STREET RESTOR. GRADING ui2 d SAN SEW TRUNK ?- SEWER LATERAL r3-sf WATERMAIN WATER LATERAL WATEF AREA STORM SEW TRK STORM SEW LAT CURB & GUTTER SIDEWALK STREET LIGHT WATER CONN SUILDIN ER. SAC ,PKRK CITY OF EAGAN r 3830 Pilot Knob Road, P.O. Box 21-199, Eagan, MN 55121 PHON E: 454-8100 BUILDING PERMIT cteceipt# 7o be used for (;it1,iRCE Est Value $350,000 SiteAddress 3i 1C 4.:iXYt'GTGN AVS Lot 1 Block i Sec/Sub. ALL Soft.Ir4".'5 Parcel No. s Name fiVANi = L; :'-7 LUTIMIAN CHU"? i' 3 Address P U 130`; 1143 ° City SIiF;DOYGs,`,v Phone (414) 459-9294 p Name YASIilAN COHS'IRU(.'Z'10li CO ? i Addres 4211 PLYMOUTM AVE JACb: ic City Phone ' ? yVj W Name YAl12iP;?v Ct);rSTRUC'CTAN Go ? _z. Address u i W City Phone I herehy acknowledge that I have read this application and state that the iMoynatioA is correct and agree to comply with all applicable State oi MinnesoteStatutes and City of Eagan Ordinances. Signature ofiPermittee A 8uil9ing Permit is issued to:_,r_.tn?f;.? ; cO,i?2RUCTTOti CU ?• 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 O(ticial Date DEC ,19'- OFFI CE USE ONLY On Site Sewage Occupancy MWCC System Zoning 13? On Site Well _ (Actual) Const V-N City Water ? (qllowable) PRV Required _ # oT Stories BoosterPump Length I24' Depth UN S.F. Total ? ru Footprint S.F. i 1.ti2 APPROVAIS FEES Engr./Assess. Permit 1 , 3,&5.8Q Planner Surcharge 175.00 Council Plan Review 693•n0 BIdg.Off. SAC,City 2t10.00 Variance SAC, MWCC 1 s la?0.00 Water Conn. Water Meter Road Unit 21 f396•00 Treatment P1 408•00 Parks TOTAL ?":?.'??'•?G f. ? 19 rECerveo . . FROM 1 AMOUNT $ & DOLIARS m ? CASH p CHECK cpp n , WhNa-PaYeBCoPY ._ ' Velbw--PostlnB C-oPY Pink-Fqe Copy CASH RECJEIPT CITY OF EAGAN 3830 PILOT KNOB ROAD EAGAN, MINNESOTA 55122 DATE - Thank You BY - - - V CONTRACT PRICE: Site Address -3 ,{ Lot ?- Bloc ( J PLUMBING PERMI? CITY OF EAGAN 31?30 PILOT KNOB ROAD, EAGAN, MN 55122 PHONE: 454-8100 a) Name A Address c City Phone BLDG. TY?PEr Y ib Res. / ' ? L Mult. % - Comm. Other ? PERMIT # C'" ? RECEIPT q?? DATE: _?1 WORK DESCRIPTI New Add-on ? Repair Name i7-/-,) -- c Address -3 X ? ??T i ? O City Phone FEES COMM/IND FEE - 1% OF CONTRACT F ' APT. BLDGS - COMM RATE APPLIE TOWNHOUSE & CONDO - RES. E APPLIES MINIMUM - RESIDENTIAL FEE, - $12.00 MINIMUM - COMM/IND FE - $20.00 STATE SURCHARGE PER RMIT - .50 (ADD $.50 S/C IF PERM PRICE GOES RES IBG. ONLY - COMPLETE THE FOLLOWING: bko. FIXTURES TOTAL Water Closet - $300 ? .Bath Tubs - $3.00 - avatory - $3.00 S ower - $3.00 _Ki? hen BidSink - $3.00 _Urin I/et - 5300 Laun Tray - $3.00 _Floor ains - 51.50 -Water ater - $1.50 _Whirlpoo - $3.00 _Gas Piping Outlets - $1.50 (MINIMU)1(1 - 1 PER PERMIn _JUIICIICI ' ?D:J.1 -1cWell - S10.00 _PrWate Disp. - _Rough Openings\ $1.50 ?- ' SIGNATURE OF PERMIT E ? ??r'Y XEE: STATE S/C: ?-zr- / _^--- FOR: CITY OF EAGAN GRAND TOTAL: °?, CIT .Q ,6/u,.a.V Y OF EAGAN 7114? ?• >--?' 3830 Pflot Knob Road P O Box 21-199 Ea an MN 55121 i , , . . ' PH ON E: 454-8 , g , 100 BUILDING PERMIT Peceipt# To be used for _ Est. Value Date 119 Site Address '?? ?` • OFFICE USE ONLY Lot Block Sec/Sub. ?'-?i• ??Ai ?Y?',.? On Site Sewage Occupancy MWCC System -'" Zoning V. Parcel No. On Site Well (Aetual) Const e ? • Name City Water t?(Allowable) PRV R i d # i f St + = Address '- equ re or o es p .,. . City Phone Booster Pump Length 1 Depth ¢ .O Name - S.F.TOtal o a Address •' Footprint S.F. U¢ City Phone 50- -r)55 `'" pppROVALS FEES W W • ,r•••?; y ?4„_? Name Engc/Assess. Permit _ g Address Planner Surcharge u Q w City Phone Council Plan Review Bldg. Off. SAG City I hereby acknowledge that I have read this application and state that the Variance SAC, M WCC . information is correct and agree to comply with all applicable State ot Water Conn. Minnesota Statutes and City of Eagan Ordinances. Water Meter Signature ot Permittee Road Unit 2 >"(4,00 rr A Buildin9 Permit is issued to:.___ Treatment P7 . on the express condition that all work shall be done in accordance with all applicable State of Minnesota Statutes and City of Eagan Ordinances. parks ? Building Official TOTAL __ ' . ,.:.?.?'? . . . . Permit No. Permit Holder Date Telephone ? Plumbing S H.v.ac. C,Ycr ?c-? ,.,, 3? Electric , Freke"er Inspection Date Inap. Comments Footings I Footings II Foundation S?6 ?p ,?j J Framing 3•r J Roofing Rough Pibg. Rough Htg. ISUI. j ,G 7t` 2i2.. NO ?"S Fireplace Final Htg. ? Final Plbg. Bldg. Final CertOcc. i10 ?S cati P!m -? d p wc.t /-f° 14 Temp. LP Deck Ftg. Deck Final Well Pr. DisP. r .?,--? - PERMIT # PLUMBING PERMIT RECEIPT q • • CITY OF EA(iAN ; 3830 PILOT KNOB ROAD, EAGAN, MN 55122 DATE: CONTRACT PRICE ?l`. `1?x? • y? PHONE: 454•8100 ?'7 Site Address Lot Block , Sec/Sub Name `• ?, , ? 4 ? 1>, ? ? Addres ' c City l' Phone - ? Name r 3 Address p City Phone FEES COMM/IND FEE - 1% OF CONTRACT FEE APT. BLOGS - COMM RATE APPLIES TOWNHOUSE 8 CONDO - RES. RATE APPLIES MINtMUM - RESIDENTIAL FEE - $12.00 MINIMUM - COMM/IND FEE - $20.00 STATE SURCHARGE PER PERMIT - .50 (ADD $.50 S/C IF PERMIT PRICE GOES BEYONO $1,000.00) SIGNATUREOF PERMITTEE ? FOR CITY OF EAGAN BLDG. TYPE WORK DESCFiIPTION -Res. New ? Mult. Add-on Comm. Repair Other RES. PLBG. ONLY - COMPLETE THE FOLLOWING: NO. FIXTURES TOTAL _Water Closet - $3.00 $ _Bath Tubs - $3.00 _Lavatory - $3.00 _Shower - $3.00 -Kitchen Sink - $3.00 -Urinal/Bidet - $3.00 _Laundry Tray - $3.00 _Floor Drains - $1.50 _Water Heater - $1.50 _Whirlpool - $3.00 _Gas Piping Outlets - $1.50 (MINIMUM - 1 PER PERMIT) -Softener - $5.00 _Well - $10.00 _Private Disp. - $14.00 _Rough Openings - $1.50 FEE: STATE S/C: ", :n , . .. '/7?f? ? ?? ' PERMIT # MECHANICAI PERMIT RECEIPT # CITY OF EAGAN 3830 PILOT KNOB ROAD, EAGAN, MN 55122 DATE: NTRACT PRICE: --? , VUQ PHONE: 454-8100 For Office Use Only: ? Site Sec/Sub _ y Name m Address `- c City . Phone ` ? Name c Address O City - F I TYPE OF WORK I, Forced Air I Boiler I Unit Heater Air Cond. , Vent i Gas Piping Outlets # %K> 0f'aWl BTU M BTU M BTU M BTU CFM FEE: S/C: TOTAL• BLDG.TYPE Res. Mult Comm. ?- Other WORK DESCRIPTION New ?- Add-on Repair FEES RES. HVAC 0-100 M BTU ADDITIONAL 50 M BTU (RES. HVAC INCLUDES A/C ON NEW CONSTRUCTION) GAS OUTLETS (MINIMUM - 1 PER PERMIn COMM/IND FEE - 19fi OF CONTRACT FEE APT. BLDGS. - COMM. RATE APPLIES TOWNHOUSE & CONDOS - RES. RATE APPLIES MINIMUM RESIDENTIAL FEE - ALL ADD-ON & REMODELS - $24.00 - 6.00 1.50 EA. - 12.00 MINIMUM COMMERCIAL FEE - 20.00 STATE SURCHARGE PER PERMIT - .50 (ADD $.50 S/C IF PERMIT PRICE GOES BEYOND $1,000) _?y I ^ SIG ?ltJ/CTURE OF PERMITTEE FOR: CITY OF EAGAN CITY OF EAGAN 454-8100 . ? DEPT. OF BUILDING INSPECTIONS Correction Notice Located at ?•==vcr-?/ I have this day inspected this structure and these premises and have found the following violations of city codes governing same: /(? " ? S? 11 OS- ? T , '- ? When corrections have been made, please call 454-8100 for inspection. Date?.? ' Inspector City of Eagen DO NOT REMOVE THIS TAG CONTRACT PRICE: Site Address LotBlock Sec/Sub - ? Name 1 ? m Address ? 0 > tekzi l)e- c City s ' Phone 7' 0? Name 3 Address O City Phone FEES COMM/IND FEE - 1% OF CONTRACT FEE APT. BLDGS - COMM RATE APPLIES TOWNHOUSE 8 CONDO - RES. RATE APPUES MINIMUM - RESIDENTIAL FEE - $12.00 MINIMUM - COMM/IND FEE - $20.00 STATE SURCHARGE PER PERMIT - .50 (ADD $.50 S/C IF PERMIT PRICE GOES BEYOND $1,000.00) ? Qir3ua._!.i SInNATURE OF P RMITTEE FOR: CITY OF EAGAN ? MBING PERMIT/ ?VE1?MIT It 7 ' CITY OF EAGAN RECEIPT p f? 3830 PILOT KNOB ROAD, EAGAN, MN 55122 DATE: PHONE: 454-8100 ? - v BLDG. TYPE WORK DESCRIPTION Res. New _ Mult. Add-on Com m. Repair Other RES. PLBG. ONLY - COMPLETE THE NO. FIXTURES -Water Closet - $3.00 _Bath Tubs - $3.00 _Lavatory - $3.00 _Shower - $3.00 _Kitchen Sink - $3.00 _Urinal/Bidet - $3.00 _Laundry Tray - $3.00 e4? _Floo r Drains - $1.50 _Water Heater - $1.50 Whiripool - $3.00 -Gas Piping Outlets - $1.50 (MINIMUM - 1 PER PERMIn -SoRener - $5.00 _Well - $10,00 _Private Disp. - $10.00 Raugh Openings - $1.50 FEE: o ? STATE S/C: ?~ ? GRAND TOTAL: ??• ? U CITY OF EAGAN PERMIT TYPE: 3830 Pilot Knob Road Permit Number: ,,-tagan, Minnesota 55122-1897 Date Issued: (612) 681-4675 SITE ADDRESS: APPLICANT: .. . i llri 1 UN Ih'Jt iItt-:MlWl I I fdli I f (!M PEFiMIT SUBTYPE: , TYPE OF WORK: rA7rr n. & kP'kflOf INSPECTION D. • D• I ! ?, 1i-AROf f' ANI F L ? ? i:[i+) F V !{lffeV ll tll t) ?,?.oo --------------- Permit Holder Date Telephone B PLUMBING HVAC Inspection Date Insp. Comments FOOTINGS FOUND FRAMING ROOFING 7/y ROUGH PLUMBING PLBG AIR TEST ROUGH HEATING GAS SVC TEST INSUL GYPBOARD FIREPLACE FIREPLACE AIR TEST FINAL PLBG FINAL HTG ORSAT TEST BL.DG FINAL DOMESTIC METER IRRIGATION METER FLUSH MAINS CONDUCTIVITY TEST HYDROSTATiC TEST BSMT R.I. BSMT FINAL DECK FTG DECK FINAL CITY OF EAOAN Permit No: 12 / 1.5/28 3830 Pilot Kno6 Road g/p Na. p'aC!0?, Date: P.O. Box 21199 Date: -"7TYTW- E agan, MN 5512•1 Owner. F`!c?`?°T.1?A[. Ll?iIaF:3AN ?HUS;'se SiteAddress: 3RI 0 UFXIF.G21W A'IE„ Ll, B1. A:,L SWFTS Plumber: ?6".u?., i$E..,',:?: .t, `MWCC: Zoning, City Chg: No. of Units: Acct Dep: ? Permit Fee: I agree to comply with the City of Eagan `• ' Ord7nances. Surcharge: Misc.: By ` SEWER SERVICE PERMIT ? CITY OF EAGAN 3830 Pilot Knob Road P.O. Boac 21799's Eayan, MN 55121 Owner.?_ '-''A^6 Site Addresx L?, i O Plumber "!?? PermitNa- Meter No: Reader Na _ Zoning: No. oi Units: 1 agree to comply with the City ol Eagan Ordinances. Date: Size: Date: ? .......... aY WATER SERVICE PERMIT _ _. - --- ---? CITY OF EAGAN Permit No: Date: 12115/88 3830 Pilot Knob Road Meter No: Z?6- 3:5 (. P.O. Btsx 27 t 98 Size: / ?? Eagan, MN 55121 Reader No: d??g a Date: -5-3a 5 Owner. EVANGELIPAL LUTHERAN CHURCH SiteAddress:_3gIn i,EX7Nl;TnN nv ? r 1 B1 AL? SAINTS Plumber NDFRSpp MECHANICAL Conn. Chg: AccLDep: Zoning: P.F. No. of Units: Permit Fee: 41L1 00 Surcharge: =0 I agree to comply with ihe City ol Eagaa Tr. Plant- _ i.nst nn Ordlnances. ..-•- By WATER SERVICE PERMIT BLDG. PERMIT NO. 15 91 f` S 01-3210 Bldg. Permit III ,f 01-3422 PlanCheck ? 01-3445 Surch./Adm. ? ?50 ?.J 01-3446 SAC/Adm. ? 01-2155 Surcharge ( ? ? 5U 95-3860 'V Road Unit ? , . r 20-2275 SAC LC7 20-3865 Water Conn. ! 20-3868 Water Trmt. 20-3716 Water Meter c - 20-2252 Acct. Dep. 20-3713 Water Permit 20-3743 Sewer Permit 79-3866 Sewer Conn. 2;)C0 cio 28-3855 Park Ded. TOTAL , • ' CASH RECEIPT • CITY OF EAGAN 3830 PILOT KNOB ROAD EAGAN, MINNESOTA 55122 ? DATE RECEIV // ?/?/ F OM /?/X-(/T AMOUNT 'm ? CASH ? CH DOLLARS FOR -? ?•-'ti'c-??.?.F=?: ' ?";,y FUND OBJECT AMOUNT .? _. Thank Yo '. By ? . N? 89771 White-Peyers CoPY Yelbw-Posfing Copy , Pink-Flle Copy I CITY OF EAGAN 3830 Pilot Knob Road, P.O. Box 21-199, Eagan, MN 55 Na 121 . 15955 PHONE: 454-8100 BUILD E G RMIT IN P Aeceipt To be used for CHURCH Est. Value $350, 000 Date DEC 9 Site Address 3810 LEXINGTON AVE OFFICE USE ONLY Lot 1 Block 1 Sec/Sub. ALL SAINTS On Site Sewage _ Occupancy _. A-3 MWCC System X Zoning ` PF ' Parcel No. ' V N On Site Well (ACtual) Const - x Name EVANGELICAL LUTHERAN CHURCH Ciry Water X (Allowable) V-N z AddreSS P 0 BOX 1143 PRV Required # of Stories 1 ? City SHEBOYCAN Phone (414) 459-9199 BoasterPump Length 17la1 Depth 771 a 0 VANMAN CONSTRUCTION CO Name S.F. Total 6.102 o? Address 9211 PLYMOUTH AVE (JACK FootprintS.F. 6.,1,g2 U? City Phone H LMES) APPROVALS FEES ? W W Name VANMAN CONSTRUCTION CD En9r./4ssess. Permit 1? 386.00 Planner Surcharge 175.00 _ Address 5 a Z Councfl Plan Review _693.00 qw Cit Phone Y Bldg. Off. SAC, City 2QQ?Q? _ I hereby acknowledge that I have read this application and state that the Variance _ SAC, MWCC ? 100. O? information is correct ree to compry with pplica le State of vd?q Water Conn. Minnesota Statutes an ity Eagan Ordiuancof Water Meter Signature ot Permitte ----- Road Unit 4$9(7.00 a A Building Permit is is VANMAN CONSTR UCTION CO Treatmeni P? ontheexpressconditworkshallbedoneinaccordancewithall applica6le Siate of tatutes and City of Eagan Ordinances. Parks 8uilding Official????_??? TOTAL 6, 858.00 ?• ?i z ? ?P t R?. ' city of eagan MEMO TO: DALE SCHOEPPNER, CHIEF BUILDING OFFICIAL DALE WEGLEITNER, FIRE MARSHAL PAUL OLSON, SUPERINTENDENT OF PARKS NIIKE RIDLEY, SENIOR PLANNER CAROL TUMIIVI, UTILITY BILLING CLERK TIM PAHR, ENGINEERING TECHNICIAN LEON WEILAND, CONSTRUCTION INSPECTOR CONSTRUCTION SUPERVISOR TOM COLBERT, PUBLIC WORKS DIRECTOR JOHN GORDER, DEVELOPMENT/DESIGN ENGINEER TOM STRWE, SUPERINTENDENT OF STREETS & EQUIPMENT PAUL HEUER, SYSTEMS ANALYST ERIC MACBETH, WATER RESOURCE COORDINATOR MARK ANDERSON, ELECTRICAL INSPECTOR SCOTT PETERSON, PLUMBING INSPECTOR CRAIG NOVACZYK, SENIOR INSPECTOR FROM: TERRY ZELENKA, COMBINATION INSPECTOR DATE: SEPTEMBER 149 2004 SUBJECT: FINAL INSPECTION FOR ALL SAINTS CHURCH 3810 LEXINGTON AVE LEGAL: LOT 1 BLOCK 1 ALL SAINTS The Protective Inspections Division will be performing a final inspection at 3810 Lexington Avenue on Friday, October 8, 2004. If you are requesting that the Certificate of Occupancy be held, please fil] out the proper hold request form. Failure to return the hold request form will be considered your approval. The person, or department, requesting the hold is responsible for notifying and resolving any problems with the affected parties. FROM: Sheila Cariney, Planner DATE: January 14, 2004 SUBJECT: All 5aints Lutheran Church review Phase I Existing parking stalls are non-confoiming, can remain until Phase II is constructed and the parking lot is reconfigured. The new birch trees may be installed as a container size. The new parking lot island does not have to be landscaped as long as it is eliminated with the addition of Phase R. If Phase II does not happen then the planting island should be landscaped. Phase II The parking lot in Phase II has some discrepancies with today's code requirements. 60 degree parking requires a 16 foot drive aisle and ll.5'x19.Y parldng stalls, the plan indicate 9.5'x19'. The drive aisle to the south is 21 feet and is required to be 24 feet wide. In order to get the correct drive aisle width and parking stall width and length for the 60 degree parking area, staff suggests shifting the parking lot to the west slightly. As drawn on the plans staff suggest a more subtle curve in the parking lot near the drop off area, this will also allow the sidewalk to continue south. Enclosed are the marked up plans if you have any questions let me lalow, 651-675-5696. Jerry Wobschall / From: Eric Macbeth Sent: Tuesday, May 11, 2004 3:58 PM To: Jerry Wobschall Subject: Ali Saints Lutheran Church Jerry: I just spoke with Chris Weggemann [(651) 270-0194], who is representing the subject church, and based on the information he provided me, we can waive the small water quality dedication fee that I previously indicated would apply to the church's building addition. Please call me if you have any questions. Eric Macbeth Water Resources Coordinator City of Eagan 3501 Coachman Point Eagan, Minnesota 55122-1211 Phone: (651) 675-5300 Fax: (651) 675-5360 Email: emacbeth(@citvofeasan.com WWW: http://www.citvofeaQan.com/live/Raasp?menu=1684 O?Ih CIG..', / Coh???AO"t? c4r5-?- ???c- ?r a?l J'a?.?fJ. ? &Nj2?-r 7 ?? ? u? 4? r I( -? X? ?J?e I,J a ? ???? `h ?`?'`° .r?i M O o (.? ? CS-q s '',,??11 a y? ? ?,, ?. ? 1 ' Jerry Wobschall / From: Eric Macbeth Sent: Tuesday, May 11, 2004 3:5$ PM To: Jerry Wobschall $ubject: All Saints Lutheran Church Jerry: I just spoke with Chris Weggemann [(651) 270-0194], who is representing the subject church, and based on the information he provided me, we can waive the small water quality dedication fee that I previously indicated would apply to the church's building addition. Please call me if you have any questions. Eric Macbeth Water Resources Coordinator City of Eagan 3501 Coachman Point Eagan, Minnesota 55122-1211 Phone: (651) 675-5300 Fax: (651) 675-5360 Email: emacbeth(&cityofea?an.com WWW: httn://www.cityofeagan.com/live/page.asn?menu=1684 n C? r5?- c.J?`rG `tb? Q?l ?JaL?rJ• aI ?J2f ? '0 1? ? / GC'?? -P° a ???? ?' ° I RECEIVED: 3/11104 12:17PM; ->SJOQUIST ARCHITECTS INC; #273; PAGE 3 03/11/2004' 13:26 3306524657 Amweld Building Produrts, LLC 1500 Amweld Drivc Garm_ttsvillr, Ohio 44231 330-527-4:a 65 Fax! 3.3t)-527-St7.2 3?yD 451• 465-7 www.amwf.ld.com March 11, 2004 Sjoquist Architects 2001 University Ave. 5E Minneapolis MN 55414 Suite 200 Attn: Mike Berg Re: ASTM E119 and U1.263 PAGE 62 A¦R1A1O¦ !?li Vva f w ii?i?? EDGE OF EXCELLENCE a This letter is in reference to your inquiry regarding ASTM E119 And the relationship to Temperature Rise rated hollow metal doors and frames. The UL equivalent to ASTIUI E119 is UL. standard llL263 which both State that if an opening is greater that 75% of the wall then the assembly Must have a 7emperature rise rating of a max +250 degrees above ambient for 30 minutes. Accordingly Amweld's 3500 series temperature rise doors meet this criteria. If you should have any questions or require writer. %r Michael a Prodwct E contact this ?N? mbc4ftt, V-("VLLq 3/1,0?/e#" --j6 -rhL, ??, " lihis w" ?? eoKq o NILES FAX o?. ,? -t 705.11 - 707.1 705.11 Ducts and air transfer openings. Ducts and air transfer openings shall not penetrate fue walls. Exception: Penetrations by ducts and air transfer openings of fire walls that are not on a lot line shall be allowed provided the penetrations comply with Sections 711 and 715. The size and aggregate width of all openings shall not exceed the lim- itations of Section 705.8. SECTION 706 ? FIRE BARRIERS ??. 706.1 General. Fire 'eYS"G.s`ed f r sepazation of vertical exit enclosures, exit passageways, horizontal exits, incidental use azeas, to separate different occupancies or to sen-Le occupancv into different6re areas, shall comrolv with this section. FIRE-RESISTANCE-RATED CONSTRUCTION storage as provided for in Section 415.7.2.1 shall be 2 hours, but not less than required by Table 601 for the building construction type. 2. Shaft enclosure shall be permitted to terminate at a top enclosure complying with Section 707.12. 7065 Exterior walls. Where exterior walls serve as a part of a required fire-resistance-rated enc]osure, such walls shall comply with the requirements of Section 704 for exterior walls and the fire-resistance-rated enclosure requirements shall not apply. LSception: Exterior walls required to be fi rated in accordance with Section 1005.3.6.5. 706.2 Materials. The walls and floor assemblies shall of materials pernutted by the building type of constructi 706.3 Fire-resistance rating. The fire-resistance ting of the walls and floor assemblies shall comply with th? section. 7063.1 Vertical exit enclosure. The fire-resis ce rating of the sepazation between building azeas and a ertical exit enclosure shall comply with Section 1005.3. 7063.2 Exit passageway. The fire-resistance ating of the sepazation between building aceas and an exit assageway shall comply with Section 1005.33. 70633 Horizontal exit. The fre-resistance r'ng of the sepazation between building azeas connected a hori- zontal exit shall comply with Section 10053.5. 7063.4 Incidental use areas. The fire barrier se ating incidental use azeas shall have a fire-resistance rat? of not less than that indicated in Table 302.1.1. 70635 Separation of occupancies. The fire barrier sepi azating mixed occupancies, or a single occupancy into dif- ferent fire azeas, shall have a fire-resistance rating of not less than that indicated in Section 302.33 based on the occupancies being sepazated. 706.4 Continuity. Fire barriers shall extend from the top of the floor/ceiling assembly below to the underside of the floor or roof slab or deck above and shall be securely attached thereto. These walls shal] be continuous through concealed spaces such as the space above a suspended ceiling. The sup- porting construction shall be protected to afford the required fire-resistance rating of the fire barrier supported except for 1-how fire-resistance-rated incidental use azea sepazations as required by Table 302.1.1 in buildings of Types IiB, IIiB and VB conshuction. Hollow vertical spaces within the fire bar- rier wall shall be firestopped at every floor level. 706.6 Openings. Openings in a fire bazrier wall shall be pro- tected in accordance with Section 714. Openings shall be limited to a maximum aggregate width of 25 percent of the length of the wall, and the maximum area of any single open- ing shall not exceed 120 square feet (11 m2). Openings in exit enclosures shall also comply with Section 1005.3.4. Exceptions: 1. Openings shall not be limited to 120 squaze feet (11 m2) where adjoining fire areas are equipped throughout with an automatic sprinkler system in accordance with Section 903.3.1.1. 2. Fire doors serving an exit enclosure. 3. Openings shall not be limited to 120 squaze feet (11 mz) or an aggregate width of 25 percent of the length of the wall where the opening protective assembly has been tested in accordance with ASTM E 119 and has a minimum fire-resistance rating not less than the fire-resistance rating of the wall. 7 Penetrations. Penetrations through fire barriers shall ply with Secdon 711. 706.7.1 ibited penetrations. Penetration ' o an exit enclosure s pemutted by Section 10053.4.1. 706.8 Joints. Joints made in or between fire barriers shall comply with Section 712. 706.9 Ducts and air transfer openings. Penetrations by ducts and air transfer openings shall comply with Sections 711 and 715. SECTION 707 SHAFT AND VERTICAL EXIT ENCLOSURES Exceptions: 1. The maximum required fire-resistance rating for 707.1 General. The provisions of this section shall apply to assemblies supporting fue barriers separating tank vertical shafts where such shafts aze required to protect open 100 2000 INTERNATIONAL BUILDING CODE@ . Craig Novaczyk From: Michael E. Berg, AIA [mberg@sjoquist.com] Sent: Thursday, April 01, 2004 3:44 PM To: Craig Novaczyk Cc: Renee Fitzgerald Subject: All Saints Church - meeting minutes Craig, Thanks £or the meeting today. Just to recap: 1. The Owner plans to omit ALL sprinkler piping, pursuant to the resolution of the fire barrier / door issue. A lay-in ACT system will allow future addition of sprinklers more easily than the originally speci£ied wood ceiling system. Per our previous conversations, code does note require sprinklers in either the existing building or the addition assuming we construct a fire barrier or fire wall to separate the two. 2. Our toilet count will be reduced for budget reasons. We will maintain at least the minimum required fixture count (3 for men, 5 for women), including the existing fixtures to remain. 3. The electrical and lighting system is being redesigned. We will submit energy code calcs when they are available. 4. I have proposed that the entire north wall of the primary building addition (69'-4" along column line D) would be designated and constructed as a fire barrier, thus giving us 17'-4" for opening width under the 25% rule, including our doors and duct penetrations which would be protected with 90 minute opening protective assemblies. If the wall at line D is constructed as a fire wall (3 hour), 3 hour opening protective assemblies will be used, and the entire construction would be built to comply with fire wall requirements. You agreed to investigate this option further and let me know the city's decision. 5. I forgot to get a copy of your applicable code list. Please fax me a copy so I can include all the information you are looking for. 6. I will talk with Sheila Cartney regarding my other questions on site development, planning, etc. Thanks, Michael E. Berg, AIA Vice-President Sjoquist Architects, Inc. 2001 University Ave. SE, Suite 200 Minneapolis, MN 55414 t 612 379 9233 f 612 379 9263 . Craig Novaczyk From: Michael E. Berg, AIA [mberg@sjoquist.com] Sent: Friday, April 02, 2004 3:14 PM To: Renee Fitzgerald Cc: All Saints Lutheran Church; Craig Novaczyk Subject: fire barrier Renee, Craig Novaczyk called me today and gave the verbal go-ahead for making the north wall of the toilet rooms a 2-hour fire barrier. This allows us to use 1-1/2 hour doors for the door openings as designed, and confirms that we do not need any fire suppression systems on this project. The nice thing is that with that rating, we can go back to the wood doors w/ a 411x25" narrow lite kit (door elevation D2) in lieu of the 3 hour painted flush hollow metal doors that were specified in the addendum. We will also need 1-1/2 hour fire dampers for any duct penetrations through the fire barrier and fire caulkinq at all other penetrations. Please make these changes and adjust the budget accordingly. I will submit an official request to the city for a written approval of this interpretation. For future consideration, Craig was doubtful we.would be allowed to make the jump to a full "fire wall" at this condition, due to detailing and structural requirements that this would demand. The upgrade to a 3 hour fire wall would not effect the design of this project in any significant way, and would have literally created two separate buildings, thus eliminating the need to add sprinklers to the existing space when the sanctuary addition happens. Unfortunately, with the city's current interpretation of a 2 hour fire barrier, both the entire building, existing and new, will need a sprinkler system with the next addition due to code requirements based on building area and construction type. Michael E. Berg, AIA Vice-President Sjoquist Architects, Inc. 2001 University Ave. SE, Suite 200 Minneapolis, MN 55414 t 612 379 9233 f 612 379 9263 1 , . Sjoquist Architects, Inc. March 9, 2004 Craig Novaczyk SeniorInspector City of Eagau 3830 Pilot Knob Road Eagan, MN 55122-1987 Project: All Saints Lutheran Church Building Addition 3810 Lexington Avc. S. Eagan, MN 55415 Re: Response to your letter Craig„ , ?. f ?Q y Thanks for your review lettcr. 'Che following are resolution / clarifiication of your seven numbered points: l. 2. 3. 5. 6. 7 Attached, please find the 2000 IBC code study for the project. I will revise the drawings to add Partition Type A1, which will be identical to Partition Type A, except it will carry the "UL U-419, 1-hour rated partition" designation. Wall Type "D" will be described as a 2-hour Fire [3arrier. Thc two pair of doors (103A / 103f3) will be changed to 3 hour hollow metal doors, thus complying with exception 43 under IBC 706.6, which allows the openings to exceed 25% of the length of the rated wall provided the openings' protective assemblies have at least the same rating as the wall system. Separate line and meter will be provided for thc lawn irrigation system. Lawn irriuation metcr and backflotiv preventer will be located at the water service entry to the building. P(ease inform us when the plumbing and mechanical plans have been reviewed and forward any comments. I am issuuig an addelidum to the construction documents this week wllich will include the above issues. Sincerely, Michael E. Berg, [A V ice-President Sjoquist ArchiYects, Inc. Cc: Renee Fitzgerald, RJM Construction 2001 UnfversityAve. SE, Suite200 Minneapolis, Minnesotce 55414 Tclephone6l2-379-9233 Fax 612-379-9263 lwpF 612 379 9263 NT 8Y: SJOQUIST ARCHITECTS INC; 612 379 9263; SjoguistArchitects, Inc. jUUl UniverriYy Aaenue Sowthawt? Srsire 200 Minnaapalhs. Misssrc,sota 55414 612.379_9233, Fa:r' 622_374.9263 MAY-5-04 3:45PM; Js , PAGE 1!2 Transmittal ro: Gity of Eagan oate: May 5, 2004 3830 Pilot Knob Road Eagan, MN 55122-1987 Prnjeat Name: AI! Saints Lutheran Church Projeet #: 7727 By: Michael E. Berg, AIA Ce: Renee Fitzgerald, RJM 763-383-7601 Chris Weggemann. ASLC 651-225-4655 nttenUOn= Craig Novaezyk rile 0 Attached o Mail G Delivery[ HR ] -I Under Separate Cover O UPS 0 Ptck-up [] Number of Pages Inelutling Transmittal o Fedex n Fax j 651-675-5894 ] Copies Description Date 1 fire barrier revisions (RS-8, RS-9) May 5, 2004 REVISEU Q ? R?C?Id?.D ? Comment: For your use Additional Remarks: Craig, Attached, please find a copy of the revisions you asked for regarding the change making the wall along grid line D and all penetrations a 2 hour fire barrier_ Renee said she was sending the special inspections report to your office today and our engineers have completed the energy calculations and you should receive them tomorrow. This should complete the outstanding items required for building permit issue. Mike If Items are not ea notetl, pbase notHy us at once. V- ° I NT BY' SJOQUIST ARCHITECTS INC; NOTE: 612 379 9263; MAY-5-04 3:45PM; PAGE 2/2 1. MGTERIALB NOTED ARE L ISTED A5 TLIEY L1GCt1R CaOMG FR(JI'1 LEFT TO R64JT 2. ALL PARTITION$ ARE FRAMED TO DECK A. t 7 !31 LdrERS 'io' Gl'p BD GYP BD vAPORBARRIER vAPOR P,ARRIER T INSULATION R7E ? 4i RI? BAT7 dJSULATIOH STEEL 57ItD5 I6" OG 6" ` STEEL STpDS 6 ?' OG b Jf" GYP SHEATHINC,? 1^i'G7PSbIEdTWMG FELT PAPER FEIt PAPER AIR SPACE AIR SPACE BRICK BRIGK WALL T'rPE la FIRE BARRIER ? v ?? UL '/s' GYP BD 3W STEEL S?UDS e 16" AIR SPACE v4POR aaRRIER R21 BATT IM1l511LATION 6° STEEL $iUpS e Ib' ( ?° CsYQ $FIEATFIWj FELT p,apER AIR SPACE BRICK ? W4LL 1rPE 2a PAR-r IT Io? Rr=vrs 1oNs %•Grp ao 3y/e" 5iEEL STIIDS e 16" OG AIR SPAGE (37 LAYERS 1h" GYP 6D VAPOR 64RRIER ? R21 BATi INSl1LATIOh1 SiEEL S7tl05 0lb' DG ? X" GYP SNEATNING FEL7 PAPER AIR SPAGE BRICK 2 WKJlIR FIRE BdRRIER t1L DES 11418 , SGALE: NOT TO SCALE Sjo atistAz•chitects Inc 1121 q , . ZUOI UnircrsityAnc SE #200 ALL SAINTS ?Ylirumeapnfi.c, MinrdCSfibix 55411 672.379.92.33 F'n.x672..474.9263 0 n? 05105/04 LuTNERAN GNURGN E.4CsAN,h'IiNNESOTA R5? J (c)cepy.ig.t xom 612 379 9263 iENT ,9Y,: SJOQUIST ARCHITECTS INC; 612 379 9263; MAY-6-04 10:31AM; PAGE 112 SjoquistAmhitects, Inc. Transmittal 2001 Uraivey7styAveyyue Sosctbenst, Srsite 200 Minneupoli,r, Minnesata 55414 612.379.9233, Fizx 612.379.426,3 To: Cfty of Eagan Date: May?!2004 3830 Pilot Knob Road Eagan, MN 55122-1987 project Name: Alt Saints Lutheran ChurCh Project #: 7727 By: Michael E. Berg, AIA ,'/J Cc: Renee Fifzgerald, RJM 763-383-7fi0Tv'?" Chris Weggemann, ASLC 651-225-4655_.VLZt) Attention; Craig Novaczyk file ¦ Attached 1-i Mail n Delivery j HR J ? Under Separate Cover ? UPS L Pick-up f?] Numher of Pages Including Transmitfal ? Fedex ¦ Fax [ 651-675-5694 Copies Description Date 1 fire barrier revisions (R5-8, RS-9) May 5, 2004 P gY, ?`?????.?: Comment: F01' your use Additional Remarks: Craig, Attached, please find a eopy af the revisions you asked for regarding the change making the wail along grid line D and all penetrations a 2 hour fire barrier. Renee said she was sending the special inspections repart to your office today and our engineers have completed the energy calculations and you should receive them tomarrow. This should complete the outstanding iiems required for building permit issue. Mike GPw4 - E Re?/t.r,?D g5 ? 8 "b i u Gt,.ctQ6 "(1109" 9 L-2-V W e 4 rm SNN T@f IdW- 4OW rJT' *}''O 7.1-46' ?c"T??c N?:s- ?'Crc?' T 016Yw,p?( . !''"u 0E If Items are not as noted. please notify us at once. ----------- a e2--s • ? 'ENT BY: SJOQUIST ARCHITECTS INC; 612 379 9263; MAY-6-04 10:32AM; REM? o nm i7 ? ..' 11 0" vE FT RNATE '4 al S ALU1WS9 Wa + / 5TOREF?7 I O / III PAGE 2/2 u5 _.?::177 MALLlYOT a ? IT0 I 119 1 li I I u I .QTLERNAtE 01 ? EXIST.IivdC -7•WOUR FIRE +?a A3 AEPL6l BARRfER 7-uOUrz FiRE p.3b 8EE riE - BARRIER bg.d• YFIOURFIft • 3 -e° BARFIER N M le NOCD tIGNT IO DUCT A Q ? .. .. .. ? . r ?..... .... m `? . ..? .._.........?: ...._.? -.. ? .. . . . . ? ..... •... ?Y70 wTURF. .' a nr UWNW.B i 5'_3k• C MM ? yy ?: - SCl:£ENS + ? g ?.el OQ ? _ !04 0 _ 5ECt[G ?? ?' B ' GI 6 B ? A ? i : ? r-- , ?D ?CE . ? m ? n - .. a ... • ?•6" ? ' C . , 5 ` _ 5 - ia .fi?-,; ?? ? _ ._..... ... _. I 77 -@" b•.0• : 31?_4. NOTE ? ? ? QI FIq iOfN154! I. ii ? ? -7" _ '00C . I ? Q m FW151 ? e?t • ? .. .. . ... ._..... - ? .... _ - . .. . - ??? - . ? ' . ' ?___ f 54ME I'-y' ..... _ _ ? 3 I 3 I I 49'-41 . 10'-B" b'-@' ' ?m 6'-8• •-? 6•-8• •,.9• ? I AI llll,F,4RTIAL. FLOOiz FLAN SGALE: !S" = I'-m" W Sjoqui.st Az-claitecLs, Lvtc. ?a2? ALL 5AlNTS 20(lI LJxeve>sity Ax?e SF 7k200 3?O4 eNi?z::ettpn[i,c,N?inreesotn5.54l4 hl???LUTNER?4N GNURG?I J ?. ? 6r?.,3i9.?a.3a f?arc;fz.379.9ze.t 05??4 EAGAN, MlNNESOTA pcopr+gnt ? Metropolitan Council Buiiding communi[ies that work Environmental Services March 18, 2004 Dale Schoeppner Building Official City of Eagan 3830 Pilot Knob Road Eagan, MN 55122 Dear Mr. Schoeppner: The Metropolitan Council Environmental Services Division has deternvned SAC for the All Saints Lutheran Church Addition located at 3810 Lexington Ave. S. within the City of Eagan. This project should be charged 1 SAC Unit, as determined below. SAC Units Charges: ? Multi-Purpose 1064 sq. ft. @ 1650 sq. ft./SAC Unit 0.64 or 1 If you have any yuestions, cali me at 651-602-1113. Sincerely, Jodi . Edwards Staff Specialist Municinal Services Section JLE: (165) 040318S9 cc: S. Selby, MCES Carolyn Krech, Finance Department, Eagan Renee Fitzgerald, RJM Construction www.metrocouacil.org Metro Info Line 602-1888 230 East F3fth Street • St. Paul, Minnesota 55101-1626 • (651) 602-1005 • Fax 802-1138 • T"1'Y 291-0904 An Eque1 Oppartvnity Employer dmmNnh SRVAROA AMERUM city oF eagan PAT GEAGAN Mayor PEGGY CARISON CYNDEE FIELDS MIKE MP.GUIRE MEG TILLEY Council Members THOMAS HEDGES Ciry Adminis¢ator Municipal Center. 3830 Piloc Knob Road Eagan, MN 55122-1897 Phone: 651.675.5000 Fax: 651.675.5012 TDD: 651.454.8535 Maintenance Facility: 3501 Coachman Poinc Eagan, MN 55122 Phone: 651.675.5300 Fax: 651.675.5360 TDD: 651.454.8535 www.ciryofeagan.com THE LONE OAK TREE The symbol of sctengch and growth in our community March 5, 2004 MS. RENEE FITZGERALD RJM CONSTRUCTION 5455 HWY 169 PLYMOUTH MN 55416 RE: 3810 LEXINGTON AVENUE S ALL SAINTS LUTHERAN CHURCH ADDITION Dear Ms. Fitzgerald: We have started our review of the construction documents submitted in pursuit of obtaining a building permit for the above-referenced project. This review is not intended to be an exhaustive and comprehensive report. Unless otherwise noted, all references are to the 2000 LB.C. It is our goal that this review will help you in complying with the applicable codes and we are, therefore; requesting that the items checked below be addressed: 2 sets Architectural Plans 2 sets Structural Plans 2 sets Civil Plans 2 sets Landscaping Plans 1 Code Analysis 1 Certificate of Survey Fire Stopping Submittals Other: 1 Project Specs ? 1 Energy Calculations 1 Master Exit Plan ? ?^ ? ?1?'???' Sf4?' dgtPrrninatinv,arrPr 1 Soils Report If you have any questions regarding the above items, please feel free to contact me at 651-675- 5683. Sincerely, ? J. Craig Novaczyk Senior Inspector JCN(ld Enclosures cc: Michael Berg, Sjoquist Architects Inc., 2001 University Ave SE, Ste #200, Mpls MN daLva AmbbAn city oF eagan PAT GEAGAN Mayor PEGGY CARLSON CYNDEE FIELDS MIKE MAGUIRE MEG 7'ILLEY Council Members THOMAS HEDGES Ciry Administra[or Municipal Cencer. 3830 Piloc Knob Road Eagan, MN 55122-1897 Phone: 651.675.5000 F= 651.6755012 TDD: 651.454.8535 Maintenance Facility: 3501 Coachman Poinc Eagan, MN 55122 Phone: 651.675.5300 Fax: 651.675.5360 TDD: 651.454.8535 www cityofeagan.com THE LONE OAKTREE The symbol of strengch and growth in our community March 8, 2004 RENEE FITZGERALD RJM CONSTRUCTION 5455 HWY 169 PLYMOUTH MN 55416 RE: 3810 LEXINGTON AVENUE S ALL SAINTS LUTHERAN CHURCH ADDITION Dear Ms. Fitzgerald: Please provide a more complete code analysis consisting of: A. applicable codes B. occupant load calculations C. height and azea calculations per Chapter 5 of the Code D. plumbing fixture calculations per Table 2902.1 of the Code E. sprinkler provisions per Chapter 9 of the Code F. fue-resistive provisions per Chapter 7; of the Code G. exit width calculations per Chapter 10 of the Code 2. Amend the wall type section to include a one-hour rated listed and tested wall assembly for the incidental storage room 104. (fue barrier). 3. Wall type D should be designated as a fire barrier. 4. Reference Section 706.6 for opening protection for fue barrier walls. It appears that the maximum aggregate opening width allowed for fire barriers (25% of the length of the wall) has been exceeded. A complying fire banier with complying opening protection will be required for the wall sepazating your building into two same occupancy fire areas. I believe the puipose of this barrier is to avoid adding a sprinkler system to your building at this time. 5. A separate line and meter aze required for lawn imgation. 6. Lawn irrigation meter and backflow preventer need to be located where the water service comes into the building. 7. Plumbing and mechanical plans are reviewed sepazately from the building plans. Any concerns regarding these plans will be addressed at a later date. IF you have any questions, please feel free to contact me at 651-675-5683. Sincerely, ? J. Craig Novaczyk SeniorInspector cc: Michael Berg, Sjoquist Architects, 2001 University Ave SE, Ste #200, Minneapolis MN 55414 10/28i2004 09:15 ; a GME CONSULTANTS INC 4 6516755694 September 14, 2004 Ms. Renee Fitzgerald R,JM Construction 5455 Highway 169 plymouth, Minnesota 55442 GME Project No N0.848 D002 10792-A RE: Summary report for construction testing and IBC "Special Inspections" for the All Saints Lutheran Church in 8agan, Minnesota Dear Ms. Fitzgerald: We have provided construction and IBC "Special Inspections" tS2) for this project in accordance with our proposal dated March 25, 2004. Our testing and inspections were provided on a part-time, on-call basis, coordinated through Mr. Tim Schmitt, your site superintendent, during fox the geriod of May 30 through July 10, 2004. Re ested Sco e of 5ervices pur testing and SI were performed in aecordance with our contract dated March 25, 2004 and as described on aur Daily Field Reports. The following services were pertormed on a part-time, on-call basis. ? Observation and testing of excavation base soil during site grading > Observation and testing during site grading, and as foundation and utiliry trench backfill ? Observat1on and testing af foundation bearing soil prior to footing construction ? Field testing of concrete and casting concrete test cylindera for laboratory curing and testing to determine compressive strength 10i28i2004 09:15 GME CONSULTANTS INC 4 6516755694 N0.848 ? 2 September 14, 2064 Ms. Renee Fitzgerald GME Project No. 10792-A v7e also provided the following testing an:d SI when requested. ? Periodic IBC SI during rnasonry constructivn ?Field testing of fresh masonry mortar and carefzll and casting test specimens for laboratozy curing and testing to determine compressive strength ? Laboratory c4mpressive strength testing on CM3 prisms constructed in the field by the masonry contractor Our representatives prepared hand-written Daily Field Reports each day they were on the site. Our most recent test results are attached. our Concrete and Masonry Compressive strength Reports have been mailed out separately as tests were performed. Back raund Infoxa?ation D003 We performed a geotechnica3 exploration for this project in January 2004 (GMB Praject No. 10792). pur borings encountered topsoil or bituminous pavement, underlain by fill consisting of brown and gray silty sand, clayey sand, and silty clay to depths of 2 to 4 feet below grade. Below the fill in borings 1, 2, and 3, we encountered a possible buried topsoil layer consisting of dark brown ta black silty clay and sandy clay extending to depths ranging from 6 to 6.7 feet below gradg?. Selow the fill and/or buried topsoil, we found interbedded strata of naturally-occurririg sand, silti, and clay to the boring termination depths. We recommended that the site preparation include remaval of topsoil and pavements; subcutting of existing fill, buried topsoil, and any other soft/looee/unsuitable so'11s; densification of the exposed subgrade with a heavy compactor; and placement of the new compacted fill to form the building pad. We recommended that the buiJ.ding be proporti.oned for a maximum allowable design bearing pressure of 2,500 pounds per square foot. Earthwork Testiri On June 3, 2004 we observed test pits excavated alang the western half of the new addztion to depths vf approximately 1 to 2 feet below bottom of footin . We observed fill and/or buried topsoii LQ a depth of approximately 6 feet underlain by naturally-occurri.n9 sand with si1t. we recommended the fill arld/or buried topsoil be removed from the building pad including appropriate oversizing. 1ei28i2064 09:15 GME CONSULTANTS INC 4 6516755694 N0.848 9904 , r Ms_ Renee Fitzgerald 3 SepCember 14, 2004 GME ProjeCt No. 10792-A We pexformed an organic content test on the excavated on-site soil to determine if this soil could be reused as building pad fill. The organic content test result was approximately 1.6%. Based on this test result, the on-site fill was not reused as structural fill. The on-site fill was mixed with imported sand fill and placed and compacted as exterior wall backfill. We perzodically observad the excavation base soil fox the builc3ing areas after removal of topsoil, bituminous pavement, existing fill, and buried topsoil. The base svil consisted of sand with silt and gravel. we performed nuclear density tests on fill placed during site grading, and utility and tounda,tion wall backfill. The fill consisted of sand, trace silt, as described on Proctor Graph Na. 1. The test results indicated that the compacted dry densities met a minimum of 95% of the maximum Modified Proctor dry density (ASTM: n 1557) for the times, locativns and elevations tested. we observed the foundatioxa base soil prior to footing constxuction. The base soil consisted of sand trace silt. It is our opinion that the soil was suitable to support the design soil bearing pressure of 2,500 pounds per square £oot fos footing areas at the times, J.ocations and elevations obseXVed. Concrete Testi? we performed slump, temperature, and air entrainment (where required) tests of the fresh concrete placed for footings and sla.bs. We alsa cast sets of test cylinders (four per set) for laboratory compressive strength testing. After initial site curing, the cylznders were returned to our laboratory tor moist curing and testing. The test resulC.s are presented on our weekly Concrete Strength Reports. Cylinder sets 1 through 4 have met the required comprersive strength at 28 days. Masan Testin SI We•performed periodic SI on in sztu masonry construction. We placed visually observed that the masonrv walls were cQm ?t cte ?? nQbserved "true" without vertieal and horizontal misaligm that the mortar head and bed joinr.s were tull, compressed, and struck off. We also observed that the interior face head and bed joints were properly taoled. we observed that placement of vertical and joint reinfoxcement (Dur-o-wal) was in accordance with project plans and specificatians. 10i28/2604 09:15 GME CONSULTANTS INC 3 6516755694 N0.848 9065 - Ms. Renee Fitzgerald 4 September 14, 2004 GME Praject No. 14792-A we cast sets of mortar and corefill samples and retrzeved contractor cast sets of masonry prisms whzch were returned to our laboratory for moist curing and compressive stren.gth testing after initial site curing. The test results indicate that the required 28-day compressive strength has been met. SummarY pi-ease refer to aur Daily Field Reports and Conczete and Masanry Compressive Strength Reports for specific information. To our knowledge, the items noeed above, which we have obsee ?d pZ?ris Stand are consistent with the intent of the proj specifications. Sincerely, GME CQNSULTANTS, INC. Benjamin D. Cooley, E.I.T. Project Engineer Ryan F. SChmidt, P.E- project Engineer Enclosures: Daily Field Reports CompaCtion Test Reports Proctor Graphs Qrganic'Content Reports cc: Mr. Christopher E. Weggemann, ERM BDC : j mg w:\SDC\10792-A Sun?-&pt.jcrg lEz ,'?; MEMO ' city of eagan TO: DALE SCHOEPPNER, CHIEF BUILDING OFFICIAL DALE WEGLEITNER, FIRE MARSHAL PAUL OLSON, SUPERINTENDENT OF PARKS MIKE RIDLEY, SENIOR PLANNER CAROL TUMINI, UTILITY BILLING CLERK TIM PAHR, ENGINEERING TECHNICIAN LEON WEILAND, CONSTRUCTION INSPECTOR CONSTRUCTION SUPERVISOR TOM COLBERT, PUBLIC WORKS DIRECTOR JOHN GORDER, DEVELOPMENT/DESIGN ENGINEER TOM STRUVE, SUPERINTENDENT OF STREETS & EQUIPMENT PAUL HEUER, SYSTEMS ANALYST ERIC MACBETH, WATER RESOURCE COORDTNATOR MARK ANDERSON, ELECTRICAL INSPECTOR SCOTT PETERSON, PLUMBING IN5PECTOR CRAIG NOVACZYK, SENIOR INSPECTOR FROM: TERRY ZELENKA, COMBINATION INSPECTOR DATE: SEPTEMBER 14, 2004 SUBJECT: FINAL INSPECTION FOR ALL SAINTS CHURCH 3810 LEXINGTON AVE LEGAL: LOT 1 BLOCK 1 ALL SAINTS The Protective Inspections Division will be performing a final inspection at 3810 Lexington Avenue on Friday, October 8, 2004. If you are requesting that the Certificate of Occupancy be held, please fill out the proper hold request form. Failure to return the hold request form will be considered your approval. The person, or department, requesting the hold is responsible for notifying and resolving any problems with the affected parties. 30 I o c?E*IA144-aA! A-v &- S'o v-rW Craig Novaczyk From: Michael E. Berg, AIA [mberg@sjoquist.com] Sent: Wednesday, February 11, 20044:44 PM To: Craig Novaczyk; Dale Wegleitner Cc: Renee Fitzgerald; SCOTT JONES; DON ONYSHUK Subject: All Saints Lutheran Church - Fire Protection Craig / Dale, This is to confirm our phone conversations reqarding fire sprinkler systems for the All Saints Lutheran Church project: As we are creating a 2 hour fire barrier between existing and new, we are not required to go back and install sprinklers in our existing building. The occupancy of our new addition is 186 people, well below the threshold of 300 which would require sprinklers. Therefore, we are not required to install sprinklers on any portion of this project. The other benefit of the 2 hour separation is no fire alarm system would be required either. However, there are plans for a Sanctuary addition to the south of our addition which would not be separated from this current addition by any rated system. We would then be required to go back into this current addition and install sprinklers. I think the best solution would be to install the piping and heads (concealed "pop-down" variety) and provide a logical connection that can be fed by the sprinklers in the sanctuary phase at such time as it is built. This saves us the cost of a dramatic water service upgrade, fire risers, pumps, etc. Obviously, there would be no strobe, siamese connection, etc on the outside of the buildinq for our current project. Thank you for all of your advice on these matters. Michael E. Berg, AIA Vice-President Sjoquist Architects, 2001 University Ave. Minneapolis, MN 55414 Inc. SE, Suite 200 t 612 379 9233 f 612 379 9263 C7TY 0F EA_r.,AN C.faSH:f.[Re i T'GRMINAL NOe 797 PAl'E: 08/25J98 TIMfE:r 15:01e50 IIi r. NAMEr, SEL.A ROOFING ANL REMQIiCLTNG 3210 9001 300 I_.EXL;TN AVE 421.75 2155 3001 3810 I.EXGTN AUC 16.50 Total. f,eceip+ Amaunt o 43E305 CR(J9C,E„51 l.lSrlt TDa NFlNCY FERMIT ? CiTY OF EAGAN 3834 Pilot Knob Road Eagan, Minnesota 55122-1897 (612) 681-4675 SITE ADDRESS: P. T. N. c 10--11250-010-01 PERMiT TYPE: Permit Number: Date Issued: guILnzNG @329$7 08/24/98 3810 LEXING7pN AVE LOT: 1 BLOCK: 1 ALL SAINTS flDC1ITTON DESCRIPTION: r. a. & RERa aF su???OIAI'g?,pe,-mit rype puBLIc FACZLzrv ?r k Type REPAIR 319 PLACE OF WORSHIP ?. ?a? ?« , ?A,? ??_ ??s??.? ?se ?? ak xt?r? ... ...- REM?W:FF ANCI RERpqF CHURCH & 5HED. FEE SUMMARY: vALUA7I0N Base Fee $421.75 5urcharge 16.50 Tntal Fee $438.25 S'E'L1fiTR1T[TFTTJG"& REMOLIELIN6??2823$046 4100 EXCELSIOR BLVq ST,LOUSS PARK MN 55416 (612) 823-8046 APPLICANT/PERMITEE SIGNATURE $33,000 OWNER: ALL SAIN7S LUTMERN 3810 LEXINGTON AVE EAGAN MN 55122 (651)454-3721 , , ISSUED BY: SIGN TURE ? 1998 BUILDING PERMIT APPLICATION (COMMERCIAL) ' CITY OF EAGAN 681-4675 Submit following to obtain necessary permit Foundation Onl New Construction Interior Improvement strudurai plans (2 aets) arohftectural plans (2 sets) architecturai plans (2 sets) civil plans (2 sets) strudural plans (2 sets) code analysis (1) " code analysis (7) " eivil plans (2 sets) projed specs (t set) soils report (7) landscaping plans (2 sets) Key Plan project specs (7) eode analysis (1) " energy calculationa (7) not aM2ys " Special Inspedions & Testing Schedule " soils report (1) Electric Power 8 Lighting Form (1) not aMrays " SAC determination letter from MCIWS - SAC detertninatlon letter from MCANS - SAC determination fetter hom MCANS - tall 602-1000 csll 602-1 D00 call 602-1OD0 Special inspections & Testing Schedule (1) project specs (1) energycalculations (1) ° Electric Power 8 Li Ming Forrn _ (7) ° " Contact Building Inspections for sample Food & Beverage or Lodging facilities: Plan must be submitted to Minnesota Department of Health. Call 215-0700 for details. DATE: WORK TYPE: NEW REMODEL DESCRIPTION WORK: %Y??/?!?Cf ?!''00r e?Uk"C ? f S?c ? GONSTR TION COS : ?? TENANT NAME: ??/ Sk`dtfS 1-yrllef'0 SITE ADDRESS: :?n(V kU 2- SUITE #: LOT ?_ BLOCK I SUBD. RO S c?. ? v??S IAA&, +? vk-\ P.I.D. # Name: !/ f ( J /g 1 1c/ f6 e r li! Phone #: q-J 11 " 3 72 ? PROPERT'Y Last First OWNER I? Street Address: 10 L -s, y 1 o ? q I Ciry `- Ck,C) QLIr\ State: yVVN VA Zip: / I 1 ?2 ?p 11 r Company:? `& Phone #: ?dJ 0 6?1'b CONTRACTOR `I I A O a Street Address: }(? y`? ? 4= ( e( St`0 License # ?? City sk??o- 1C)u l? VV- - State: V?) V\ - Zip: ST Li /?; ARCHITECT/ ENGINEER Company: Phone #: Name: Registrarion #: _ n'r't?'L;`?}'? s Ie ' '??? C I State: Zip: e Sewer & water licen d plumber (only if installing sew & water): I hereby acknowtedge that I have read this application and state that the inforrnation is correct and agree to comply with all applicable State of Minnesota 5tatutes and City of Eagan Ordinances. ? Signature of Applicant: OFFICE USE ONLY 6UILDING PERMIT TYPE ? 01 Foundation 0 18 Comm.ilnd. WORK TYPE ? 31 New ? 32 Addition GENERAL INFORMATION Const. (Actual) _ (Allowable) UBC Occupancy Zoning # of Stories Length Depth APPROVALS ? 19 Comm./Ind. Misc. ? 20 Public Facility 3 v ? 33 Alterations ? 34 Repair Basement sq. ft. First Floor sq. ft. sq. ft. sq.ft. sq. ft. sq. ft. Footprint sq. ft. Planning Building Permit Fee "-f ;L I , ? 5 Surcharge 75 Plan Review MCNVS SAC City 5AC Water Conn. S/W Permit S/VN Surcharge Treatment PI. Park Ded. Trails Ded. Water Qual. Other Copies TotaL• q 3g. % SAC SAC Units Meter Size ? 21 Miscellaneous ? 35 Tenant Finish ? 37 Demolition MC/WS System City Water Fire Sprinklered Census Code SAC Code Census Bldg. Census Unit Engineering Variance Valuation: $ Qa 2 -, ,. „ „ v J '- ?M APFLICJATION FOR PERMIT SEWER AND/QR WATER CONNECTIQN ?.?....,.x,..?....,..m_.,.......?,.. '*NOTE= PAYMENr OF FEE AT TZME OF APPLICATION DOFS fa7T CON- ? i SPI7STIE AppR6Jp[, OF PEf2MIT. .'k • ? INSPECTION OF SESdFR ArID/pR WATII2 ,? „ ? ICiS'I'nLS.ATIONS WILL NOP BE SCF9UI,ID ONfIL PII2D4T HAS BEF21 ppPR(NID. ; IOEi? •*a?++:tr:x??*+:i?r?+ta*?+r.+::w+*+**• dtV oF eaq a, n 1) PROPERTY ADDRFSS: LE7GFIL DFSCRIP'i'ION; IF EXISTING STRL'CT[)RE, DATE OF ORIGINAL BOILDING PEtMIT ISSL?ANCE: Mont Year PRESENT ZONING/PROPOSID USE: ?COMMERCIAL/RETAIL/OFFICE R-1 SINGLE FAMILY Q INDCSTRIAL F----]R-2 DOPLEX (Tvo Units) Q INSTITLTIONAL/GOVERNIMENT ? R-3 TOWNHOL?SE (Three + Cnits) ( Units) Q R-4 APARTMENT/COAIDOMINIL'M ( Cnits ) 2) NAME: ADDRESS: CITY, STATE, ZIP: ? PHONE: For City Use 3) ' i ?? :? NAME: Plumber- s L,i-'cense: ADDRESS: Active ^ Expired CITY, STATE, ZIP: Not recordec PHONE: ? MASTER LICENSE # t(,l C) _ Sta In?it-ial 4 ) ?ia o ?- NANIE: ADDRESS: CITY, STATE, ZIP: PHONE: S) Oil M''M ' R •a'?a .. r?m CONNECTIOIV TO CITY SEWER ?CONNECTION TO CITY WATER a OTHER ??? 6) ?S?:T? ?,','G ``??"?`7 •'L?-E ?c-? ?' ? / ? t****************************************************************************************+,r********? * T * THE GOLD COPY OF THE PERMIT WILL BE SENP DIREC'PLY TO PUSLIC WDRKS TO FACILITATE MEPEE2 PICK-LP. } * PLEIISE l1LLiOW 74J0 WORKING DAYS FOR PROCL'SSING. SOMEONE FROM TfIE CITY WILL CONPACr YOU IF TfME ; * ARE ANY PROSLEMS. .; ?******************************************************1?*******************************************; FOR C9TY USiE OiVLY PERMIT # ISSt'ED Pd w/B1dg. Permit $ $ $ $ $ $ $ $ c c $ ? $ $ $ $ $ $ c c FEES: $ $ $ $ $ $ $ $ $ r $ SEWER PERMIT (INCLUDE SURCHARGE) WATER PERMIT (INCLCDE S[.'RCHARGE) WATER METER/COPPERHORN/O[:TSIDE READER WATER TAP (INCLUDE CORPORATION STOP) SEWER TAP ACCOUNT DEPOSIT - SEWER ACCOUNT DEPOSIT - WATER WAC SAC TRL'NK WATER ASSESSMENT TRL'NK SEWER ASSESSMENT LATERAL BENEFIT/TRUNK SEWER LATERAL BENiFIT/TRt'NK WATER WATER TREATMENT PLANT SURCHARGE OTHER: TOTAL RECEIPT # RECEIPT # DOES CTILITY CONNECTION REQUIRE EXCAVATION IN PL'BLIC RIGHT OF WAY? Q YES IF YES, THEN A"PERMIT FOR WORK bVITHIN Pt'BLIC ? ROADWAY" MDST BE ISSOED BY THE ENGINEERING NO DIVISION. LIST AS A CONDITION. S['BJECT TO THE FOLLOWING CONDITIONS: APPROVED BY: TITLE: DATE: December 15, 1988 ANDERSON MECHANICAL INC 27121 REDWING AVE SHAFER, MN 55074 AE: 3810 LEXINGTON AVE.. L1, B1, ALL S9INTS WARNING: BEFORE DIGGING; CALL LOCAL UTILITIES - TELEPHONE, ELECTRIC, G9S9 ETC. - REQIIIRED BY LAW COMMERCIAL PROJECTS ONLY XXXX Your Sewer and Water Permit for the above property has been completed. It will be held at the Public Works Garage (3501 Coaehman Road) until the meter is pieked up. Please come to City Hall to pay for whatever size meter you will need for this project. The size must be confa.rmed by either oun Publie Works Dept. (454-5220) or Bill Adams (Plumbing Inspector - 454-8100) before issuanee. Sineerely, Jan Severson Seeretary JS 1988 BUILDING PERMIT APPLICATION - CITY OF EAGAN SINGLE FAMILY DWELLINGS INCLUDE 2 SETS OF PLANS, 3 CERTIFICATES OF SURVEY, 1 SET OF ENERGY CALCULATIONS NOTE: ADDRESSES- FOR CORNER LOTS - CONTRACTOR/HOMEOWNER MUST DESIGN9TE WHICH ADDRESS IS DESIRED. NO CHANGES WILL BE ALLOWED ONCE BOILDING PERMIT IS ISSQED. MULTIPLE DWELLINGS RENTAL QNITS FOR SALE UNITS S OF UNITS INCLUDE 2 SETS OF PLANS, CERTIFICATE OF SURVEY - CHECK WITH BLDG. DEPT., 1 SET OF ENERGY CALCULATIONS "),'-?RCIAL ,A LL S AI NT5 L u"t HERA11 CH (Akc,F{ INCLUDE 2 SETS OF ARCHITECTURAL & STRUCTURAL PLANS, 1 SET OF SPECIFICATIONS AND 1 SET OF ENERGY CALCULATIONS To Be Used For: G?U?.ca Valuation: 5?0 60() / Site Address '01?L?x\A"TZ7r1) ?VI-;7, OFFI? Lot ? Block ? On site sewage ? PL? MWCC system ? Parcel/Sub ?Q(,L ?? AMMON On site well Owner [--\oiJli(.xL. L,Utilz-eAvj Ct-fmGJ pF- AVrolF??ICFV Address Pt?S 11¢j City/Zip Code Phone (4t4) 459-I oJ Contraetor V?WM" Ccv57' ??Or Address q21 I P?Yrvw?TrN. AvE? (A05a4?Hel'"@ City/Zip Code (,?&k)r-Aa U&gf:X MIl 554z; Phone LZ) 54) -9SrjZ Areh. /Engr . Ae-) (Pri3Celar?'G2 Address City/Zip Code City water PRV required _ Booster Pump _ APPROVALS Date: ?,6f Z.? ? )98,g Oecupaney A-3 Zoning P F Actual Const i/-A/ Allowable V-N # of stories Length Depth S.F. Total ?lOZ Footprint S.F. ?iV Z FEES Engr/Assess anner uncil l Bldg. Off. ?7? iz?q Variance Permit l3$(0 Sureharge J '75 Plan Review 643 SAC, City 4,7100 SAC, MWCC j/o O Water Conn - Water Meter - Road Unit 0799 Treatment P1 _ Parks -? Copies TOTAL fy $S °'' Phone 4k Fe ?T 1 s? 1-oD m = s94 aSoMx 3.2:5 ? 812 ? 3 e6 115 U ?Gt-? A, gL?.? 3 00 0 oooS =_ .?. i3?6 x s?/, = ?93 . . 9 • ?. ? ? 12? Z, q7 x 9?S =:2,aG ? 5Ae. U1M ?? q{3?'? o??l C,,-? l u0 X 2-- ? Wt x z = -1'?eJ P!ahfi ?- ?D ?z lou Ll o V ?107?°/'1 obol. CITY USE ONLY L BL ? RECEIPT #: SUBD. DATE: 1996 MECHANICAL PERMIT (COMMERCIAL) CITY OF EAGAN 3830 PILOT KNOB RD EAGAN, MN 55122 (612) 681-4675 Please complete for: ? all commercial/industrial buildings. ? multi-family buildings when separate permits are ag# required for each dwelling unit. ? DATE: r-ONTRACT pR!GE: cz?`G WORK TYPE: NEW CONSTRUCTION INTERIOR IMPROVEMENT DESCRIPTION OF WORK: FEES: ?$25.00 minlmum fee Q.[ 1% of contract price, whichever is greater. ? Processed piping - $25.00 ? State surcharge of $.50 per $1,000 of r i fee due on all permits. CONTRACT PRICE x 1 °a r I?' PROCESSED PIPING STATE SURCHARGE TOTAL j -?O L ?o 5ITt HvDRtsS: ' JtJGT?-? l/?-- OWNER NAME: TELEPHONE #: TENANT NAME: (IMPROVEMENTS ONLY) INSTALLER: M -•w+.NMM.,w.- ADDRESS: ?#200 CIIY: PHONE #: 0 77 " ???? 5? SIGNATURE CITY INSPECTOR STATE: Z1P: CASH RECEIPT f' CITY OF EAGAN Qv ? 3830 PILOT KNOB ROAD ? { EAGAN, MINNESOTA 55122 OATE ig V ? l ' r / RECEIVEO FROM C. ?J AMOUNT g /5 fK? g DOLLARS im ? CASH ? CHECK ??- ? ? -, Je/ D -?--?_-?-??,?,-.-?? ?"-r• -<-<-z? 1-- FUND O&IECT AMOUNT r D J 7/ P r ?a 5'7 S ?o Thank i""ou sr ,k' C 2209 Whita-PayMS CoPY Yellow-Posting Copy Pink-File Copy 4%; /9 , 6w) OF 3830 PILOT KNOB ROAD, P.O BOX 21199 EAGAN. MINNESOTA 55121 PHONE: (612) 454-8100 May 11, 1989 H. RUPPERT & SONS WELL CO. 20420 CTY RD #5 0 CORCORAN, MN 55340 RE: ALL SAINTS LOTHERAN CHIIRCH 3870 LESINGTON AVE,-- EAGAN, MN . _- WELL PERMIT ATTENTION: GERALD RUPPERT Dear Mr. Ruppert: VIC ELLISON Mayor THOMAS EGAN DAVID K. 6USTAFSON PAMELA McCREA 7HEODORE WACHfER Council Members THOMAS HEDGES City Adminisfrotor EUGENE VAN OVERBEKE Ciry Clerk The City of Eagan does not allow installation of a well in areas where public utilities (water) are available. If a well is desired in an area having utilities available, a Special Permit must be applied for at City Hall for submission to the City Council. In addition to the Special Permit, Dakota County requires a permit for installation of a private well. Sincerely, bo_'4? ;,?4 ?- ` Doug Reid Chief Building Official DR/js CC: CRAIG KNUDSEN - ENGR. DEPT THE LONE OAK TREE... THE SYMBOL Of STRENGTH AND GROWTH IN OUR COMMUNIN CLAIM VOUCHER- REFUND REQUEST CITY OF EAGAN MAKE CHECK PAYABLE TO: AU S=S LITIHERAN ?'?[JRM ADDRESS: 3810 I.EXIINGDDN AVENUE EAC,AN hIN 55123 LOCATION: 3810 LEXIlW'DDN AVEN[TE L I, B I, ALL SAINLS RECEIPT #/ DATE 69162/01-16-q7 VALUATION REASON FOR REFUND PIIt REQUEST OF LA_RRY R?IIIH F_RQf ALL SAINfS BECAUSE FEES SW1LD HAVE BEIN PAID TO DAKOTA COUNIS[ FOR WELL. TYPE OF REFUND ELECTRICAL PERMIT 3211-9001 $ , 32 ICr9001 WECZ PE.IT-ffT FEES 302M& $ 200.00 MECHAMCAL PERMIT 3213-9001 $ BUILDING PERMIT FEE 3210-9001 $ PLAN REVIEW FEE 3422-9001 $ sAC (MCiws) 2275-9220 $ sAC (CiTY) 3866-9379 $ SACiADMIN 3446-9001 $ WATER CONNECTION 3865-9220 $ SEwER PExMIT 3743-9220 $ WA'rER PERMIT 3713-9220 $ ACCOUNT DEPOSIT 2252-9220 $ WArER METER 3716-9220 $ xo.aD urriT 3860-9375 $ WATERTREATNIENT 3868-9220 $ SuRCHARGE 2155-9001 $ UTILITY ACCT.OVERPAYMENT 2250-9220 $ Cc1RB BOX DEPOSIT x6P[7Tm 2253-9220 $ CONSTRUCTION METER DEP REFUND 2254-9220 $ WATER USAGE CHARGE 3711-9220 $ TOTAL $ 200•00 I declaze under the penalties of law that this account, claim or demand is just and that no part of it has been paid. Signature Dace CL,IIM.VOU MEMURANDUM TO: TOM HEDGES, CITY ADMINISTRATOR FROM: DALE RUNKLE, DIRECTOR OF COMMUNTTY DEVELOPMENT DATE: SEPT'EMBER 16, 1992 RE: ALL SAINTS LUTHERAN CHURCH The Community Development Department has reviewed the development file for All Saints Lutheran Church and contacted Pastor Larry Smith concerning the complaint regarding landscaping for All Saints Lutheran Church. Pastor Smith indicated that over the last couple of years, there have been some issues raised by the surrounding resident. Also, the development of the landscaping on the church property was modified in the plan in accordance with agreements between the residents and the church. Presently the landscape plan calls for a 6' berm along the southerly property on which there is constructed a 3' berm and no landscaping was proposed with the original plan. Pastor Smith also indicated that the budget is very tight, but would see what they could do to complete their landscaping plan and would contact the neighbor to try and resolve his concerns and issues. The City has offered to coordinate any meetings that may be needed to bring about a resolution and we are presently waiting for Pastor Smith to contact us regarding meeting requests. Staff will keep you abreast if anything additional is needed regarding this complaint. : Director of Community Development DCR/js ' Page 1'/EAGAN CITY COUNCIL 1METING FIIPUTES 3uly 18, 1989 inappropriate application Sheldon stated the use was DAROTA COUNTy and;:;there was 4g:::Aeed for rezoniag. Mr. STATL'IIiK1WAIVS ]1Scrrc01tr_t,rrg City Administrator Tom Hedges informed the Council that there Was ao action required by the Council as City sta#f was currently reviewing the assessment • r: Egan moved, Gustefson secandet?;f:?:'?ie:'?trEicn to coatinue to the September 19, 1989 City Council Me?E'ing, aff: the request by Dakota County State Bank, regarding the wa,?'?:yiag p.?:;assessments at property located at the Southeast Quadr.aat ::i=:::;the:J)"lirwood Drive and Blackhawk Drive intersection.o:--'favor. SPECIAL PERMIT/PRIVATE WELLIALL SAINTS LUTHERAN CHU8CB i t City Administrator Tom Sedqes provided the background information for the Council. Public Works Director Tom Colbert explained the Williams Yipelj,pr,...?ocation. He infoaned the Council that monitoring wells had beoii:;`sii?ta7.led and that a third monitoring well was needed at tti*e'??inc?t;i.oA.-. He stated that the church has an agreement with Will!ams-:'fc-`usr, the well aafl that it would not be used for drinkinq wa?er,..3?uaiily for cooling and irrigation. He pointed out that ?se:::;C??y:::iftd,inance required no use of potable water if City wate:r.::.Vi?s;:4v3ilable. He explained the design of the cocling system ?iii8 'reported that the alternatives would be to either change the'cooling system 3n the building or approve, subject to forbidd.inq a czoss conaection with tbe City water. Mayor Ellison asked for s??af#::•:T€?t??endation. Mr. Colbert stated there were no specific::'and outlined the pros and cons. _ Councilmember McCrea nad concer,,?is reg??ding Cfty liability. City Attorney Jim Sheldon pciated o?rt:?:tbat;.?he City was aot legally responsible, but that it did not prevent sf?one from sufag the City. Public Works Director Tam Colbert reported that staff wculd initiate contact with williams to determine;:.the monitoring procedure. MeCrea had concerns reqarding t2?4::liability an8 the monitoring frequency. Councilmember Gustafsaa stated tbere was no City liability and that the C?:G.?r•:;x??;A,;e a periodic testing. Jack Holmes (Vanman Construction) infp=ed tbe Council that the water would be used as an undergraiuid spriakli.ng system and that williams Brothers did cross chacki?g every four to six months. pastor Larry Smith (All Saints Church) men.tioned that the church was open to sugqestions. Councilmember McCrea recomooended Paqe 13/EAGAN CITY COUNCIL METING MINUTES July 18, 1989 the church conduct its vwn B?ling once;:a.:'month. The pastor responded that the church did?:-:tiat•:bave:iroblem with McCrea's reco?mnendation. Councilmember 't?,?;i:;;?iiggested sprinkliag at 2:00 a.m. as set by a timer. Wachter a15o''s'tated that Williaats Pipeline should have informed the City of the construction of the wells. He also stressed the need for the City to have a water irrigation policy. He pointed out that natural resources are beinq depleted and that the City should uses. Councilmember Egan asked if City staff was :l?a:ei?:::tt?::?ipview these. issues. Public Works Dizector Tom Colbert *ormeii;::'.the Coun.cil that staff could give a special report. Egan rbinarkeQ"that he wou18 like the information prior to deciding on tbo:;monitz':ing. 8e ba8 concerns regarding the on-site water Mayor Ellison had concerns.regardiiig the exposure of the water to children. The pastor pointed out that the taater was drinkable and that contamination was very low. Be explaiaed that sprinkling was'•an economic use of the water and that the church would forego that use until the City approved. The engineer pointed cut that it could be done. Councilmember Gustafson stat'eEcodine could aaalyze any water. He further explained that riira?.,?wells were from 50 feet to 40D feet deep. He stated he f$lt tbe;;:C'otificil was being too cautious on the safety issue could be tested once a week. He explained only cost approximately ;12.00 a month to test the water. Be felt it was a waste of the water if it was not used for sprinkling. Councilmember Egan guestioned the testing procedure. Gustafson explaiaed why the testing must be done on individual wells. Mayor Ellison eomQnented that the City should not do the monitoring. He felt testing should be conducted twice a month bet:t?.:?iQ?tt3?s of July and October. He recomnended the test results :???f?ti to the Public Works Department and if the resulte showed:;:the w??er was unsafe, the permit would be terminated. Mr. Col?Jt st?ted that if the City reports, it would be assuming the li?iLity;;;to stcp the permit. He stated he felt the church should inf?rm thp:::City if the watez did not meet the Department of Health's staadar$'. Se pointed aut that the City had the rigbt to inspect at any time. Gustafson move, McCrea seconded, the.motion to approve Special Permit 23-SP-8-7-89, Private Well-for All ft;ints Lutberan Church, subject to a system being in place that reqsiires: (1) co9ning out of Glacial; (2) doubling as a monitflrinQ, use.;._ 43) apecifications for the air conditioaing purposes;;:;:?;??;:;:?ie:;?ia?'..??;: is reused for irrigations ;( 5) non-pottable ???i connectors and other City restrictions must be met; and (7) the.:;applicant to ter,t twice monthly between the months of July and Oct?er and report to the Public Works Department and if such reports':show the water unsafe, in which case the pesmit shall be terminated. Gustafson, Ellison, Egan and McCrea voted in favor; ATachter voted agaiast. July 5, 1989 Egan moved, wachter sectimded, the M.*t3on ta approve Dakota County Traffic Signal Agreem?4t-:_No. 89??8?'for Project No. 580 fjC Siqnal) and authorize the (Blackhawk Road at Diffley Roa?:`?::;:-T-ra?1 Mayor and City Clerk to execute'':4elated documents, eontinqent on the street reconstruction review. Al1 vote8 in favor. EXCES5 PUBLIC RIGHT-OF-WAY vACATI03d/DIFF7EY RDAD TtJRNBACR Gustafson moved, McCrea?;se?Zii?d4-d? ???:e':motion to receive the request to vacate the excess??piibliC::si'gh?.?Qf-way for the Diffley Road turnback and schedule a public'heariiig to be held on Auqust 1, 1989. All voted in favor. :-4 Ray Williams, Rahncliff 3rd, " developer did not want to enter i Public Works Director Tom Colbert out the need for an administrative plats. He stated there shauld:.;?ot examine the matter. Mr. Will?isais::s foundation permit. Councilmembet??? architectural theme ef the area:::.: architects felt the area will laak informed that the Council the nto another development agreement. explained the process and pointed plat process for the simple be any delay and that staff would e,quested a footinqs and 'Mc?iea;:..questioned the . Mr.Wiliiams state8 that the ' Egan moved, Gustafson seccuided;"'the motion to approve a footings and foundation permi;t::'?or the Bakers Square Restaurant prior to the final plat of Rahn Addition. A12 voted in favor. Jack Holmes (Al1 Saints Addition) requested a well variance for air conditioning purposes. Mayor Ellison asked if an application had been Eagan. The applicant responded that City staff baQ:::41t ected.:;:thq#'i: to the City Gouncil. City Administrater Tom Hedqes expla?.ned tp:;the Council that the City did not have a well permit ordiiiance::;;33e was concemed with the potential of contamination. He d?scou.??:t?ed private wells. Councilmember Wacbter stated he was'::?'sot i?i:::favor of a variance. Scott Ame (enqineer) explained the well use6''and regulations. He stated that City water was more expensive and that the developer was following the normal prxedures. He pointed out that state guidelines allowed the use. Mr. Hedges suggested that staff coatact the developer to discuss the matter in detail. Councilmember wachter asked if there were two wells. Mr;;;:bturm explaiaed the staff procedures. ••Mayor Ellison stated had contacted him and stated that the businesses would be;:headquartered in the R?ain Cities. He stated he felt this was goad news for the 'City of Eagan. The owner of Northwest reguested ai?eeting with the Council. MEMO TO: DIANE DOWNS, IITILITY BILLING CLERR FROM: EDWARD RIRSCHT, SR. ENGINEERING TECH DATE: OCTOBER 24, 1990 SUBJECT: STREETLIGHT ENERGY COSTS FOR LOT li BLOCK 1 OF THE ALL SAINTS ADDITION This memo is to inform your Department to start to invoice the energy costs with the next utility billing for Lot 1, Block 1 of the All Saints Addition. Invoice the All Saints Addition at the multiple residential rate of $18.40 per quarter. ? .? . Edward J. irscht Sr. Engineering Tech cc: Michael P. Foertsch, Assistant City Engineer EJK/jf 6 rAty oF engan = E*D 3830 PILOT KNOB ROAD EAGAN, MINNESOTA 55122-1897 PHONE: (612) 454-8100 FAX:(612) 454-6363 May 23, 1990 PASTOR LARRY W SMITH ALL SAINTS LUTHERAN CHURCH 3810 LEXINGTON AVENUE SOUTH EAGAN MN 55123 Re: Parcel #10-11250-010-01 Dear Reverend Smith: rHOtius EGrw Mayor DAVID K. GUSTAFSON PAMELA McCREA TIM PAWLENTY iHEODORE WACHfER CAUncil Members nHoMwsHeoGes City Administrator EUGENE VN+I OVERBEKE citv clerk Michael'Foertsch has asked that I respond to your letter of May 14, 1990. On the attached sheets are the amounts that are due on the church's property and supporting documentation for the outstanding assessments. I have addressed only those items that are currently unpaid. Sheet 1 details the assessments that are currently outstanding and reveals that there is an outstanding obligation of $31,280.39. This amount can be paid off prior tp October 15, 1990, and it will relieve the property of its assessment obligation for its existing assessments. Sheets 2 and 3 provide the supporting computations as to how the outstanding assessments were computed. Sheet 4 is the computation of the pending assessment for Project 527. This proposed assessment can vary either up or down depending on a number of variables. You will be notified two weeks prior to the assessment hearing as to the date, amount and payment terms of the proposed assessments. Sheet 3 details the assessments that were levied.as a condition of platting or development. If you need additional information, please contact me at the City. Sincerely, Gerald R. Wobschall Special Assessment Consultant GRW/jj cc: Parcel File Enclosure THE LONE OAK TREE. ..THE SYMBOL OF STRENGTH AND GROWfH IN OUR COMMUNITY Equal Opportuniiy/Affirmative Action Employer SPECIAL ASSESSMENT SEARCH SiJNIIMARY AS.OF: 05/21/1990 PROPERTY ID: 10-11250-010-01 SEE COMMENTS S/A# ASSESSMENT DESCRIPT. YEAR TM RATE TOTAL ANN.PRIN. PAYOFF CD 1 100931 STRK361 1984 15 10.5000 2666.60 177.77 0.00 PP 100979 SSTRK401 1985 15 11.0000 5253.35 350.22 0.00 PP c 100987 WATERARA39 1985 15 11.0000 3001.60 200.10 0.00 PP 0 100988 W/LATBN395 - i\ 101370 W/TRK 450 1985 15 11."0000 3560.94 237.39 0.00 PP ? 1987 15 8.5000 2576.88 171.79 2061.51 101371 SERVICES 450 1987 15 8.5000 3545.89 236.39 2836.72 101442 WAT LAT BN P467 1 1987 15 8.5000 1033.13 68.87 0.00 PP 101446 STORM L BN P467 Q 1987 15 8.5000 2009.00 133.93 0.00 PP 101447 STREET P467 1987 15 8.5000 9652.00 643.46 0.00 PP 101819 SSTK W285 1989 10 9.0000 3490.67 349.0-6 3141.61 101820 TRL W285 7 1989 10 9.0000 9373.00 937.30 8435.70 101821 SS W285 1989 10 9.0000 1482.24 148.22 1334.02 101822 ST W285 01OP527 STORM SEWER 1989 10 9.0000 14967.58 1496.75 13470.83 0000 10 0.0000 16994.00 0.00 PN ----- SUMMP,RY OF LEVIED 35436.26 3339.51 31280.39 ****** 1990 P&I CERTIFIED 9286.84 Press ENTER; or F1, F4, F5, F7, F8 SS ? O / 36l / ?` r .e eio o ? CD)/?a?or? v La7?.. GJ l.J.l_j c o74/ <7a ? d Pr ?) y b 7 p? a 7 P F d f 16,1,G 7` , c w.p ," /Z?? - c G?o?L a ril ? J . ?r Yb? L CfI'r?p ? ea d Q - P 6 ooc, ?? cl r ?; Y 7 lSSFSSMENT OOST BRRASDOiiN ? YTi_i_TAM4 AND LARIIE 1ST ADDITI0N i DTII.TTY IlPROOIIMENT PHOJECt B0. 450 A. Sanitac'9 Seves' . Parcel Assessable =otal Description Footage 8ate/L.F. Assessment ililliams and LaRue 1st Addition 1 74 $44 008.88 $ 8 Lot 1 79 . , Lot 2 135 44.74 61040.22 Lot 3 156 44.74 61979.80 Lot 4 140 44.74 69263.93 Westbrook 1st Addition Lot 7 356 46.98 16,723•31 Sii1/4, Seetion 14 043-53 200 46.98 91395.12 TOTAI. 7,16?i #531411.26 B. ilater Main -(Lateral Benefit Fram Trunk) Parcel Assessable Total ?. Deseription Foo e Fate/F.F. Assessment Williams and LaRue 1st 9ddition 206 (1) $11.875 $2,446.25 Lot 4 fii1/4, Section 23 016-25 217 (1) 11.875 2,576.88 SA*1310 =pTAI, 423 359023.13 (1) Includes 75' corner lot credit C. Services (iTater) Parcel No. of TOtal Deseription Services Cost/Service Assessment Williams and LaRue tst Addition Lot 3 1 $739.79 (2) • $739.79 Lot 4 2 739.79 11479.58 / ? Hii1/4, Seetion 23 016-25 1 SOT9L 4 (2) 1" diameter service 3,545.89 3) ' 3,545.89 pp4 1371 5,765.26 (3) 6" diameter sernice si,'r .f aI EXHIBIT D fiIAIVER OF HSARIING 00285 Special Assessaent Authorization I/We hereby request and suthorize the City of Eagan, MN (Dakota County) to assess the following described property owned by me/us: Lot l, Block l, ALL SAINTS ADDITION for the benefit received from the following improvements: PRQI ECT ITEM QUANTITY RATE AMOUNT NUMBER NJ:? Storm Sewer s? Area Upgrade 129,284 S.F. $0.027/S.F. $ 3,490..67 401 iXij Trailway Wescott Road ,334.50/F.F $13.00/F.F $ 4,348.50 467 Trailway Lexington Ave 386.50/F.F $13.00/F.F $ 5,024.50 531 Lateral Bene- f it Storm Sewer Zrunk 48.00 $30.88/C.F. $ 1,482.24 450 Street Lexington Av.e 311.5 (1) 548.05/FF $1 4,,467.58 531 >?aa TOTAL 529,313.49 (1) 75' corner lot credit given. to be spreac3 over ten (10) years at an annual interest rate of 9$ against any remaining unpaid balances. The undersigned, for themselves, their heirs, executors, administrators, successors and assigns, hereby consent to the levy of these assessments, and f urther, hereby waive notice of any and all hearings necessary, and waive objections to any technical defects in any proceedings related to these assessments, and f urther waive the right to object to or appeal from these assessments made pursuant to this agreemItnt,! DATED: //67 I6? OWNER AND DEVELOPER: ELCA LOAN FUND, a Minnesota not-for-profit corporation By • ? -?l?'^? . Its: ' ? ?° By: Its• -?Y\ te ?- .3 ??t EXHIBIT "D" SHEET 2 OF C. ALL SAIIVTS I --? i ?r... ?. ...? ? . , '.• 'IS CORNFX ? '- cet eRfn?r f --? : I L' R 't j XM ? ? ? I .C1 0 ?. .i I yJ f y ? ?».«. ... I .n I ,rr'y I Nc'y I E -+-? SY S'? I K f? ' .u ..?. rr YKIMIIT r?1 ? vui fUAVtY?NO ?EOVICef 1 L_ ADDI TlON ---- ---, ! ?.. . , ? Y/ v?.,. ?.. n ?? n.? `_' ?.... .. z:c".' n. /fI!'-6']I7 l1150 ? -A? wESCOrr wvno _ ?_..? ...?...?w.,..I...? _ ?_ ..l..? I • ? • ? • ? ? ? ? ? I ~?' ! =:•:c; : :•: >. o ? y..?'. : ..? • .•,, .?:d; « f N I. ??????' •?•?•.?'.}' `?' intilti-:ti?:-FFf3:+:;' r. J • Y??x..r.?w?i?....l.?xr.iw??.» r..,.....? .? tiw•?w?•r?•i???w..nD Mn rD??rre r. ?w ? r. s.??. s ww w?.? r• ? w. r M?,-?.Y•N r. n n w• Y Y+. w Mti? 4r?? w lr?w L ?wne l? 4? L 4? Ir?r ?•???? . _... ,:_ ?_... _..?._ - ?.?.w few r •••••••w ... w..r w... .... Yu w. ra .-?...? .. ?n ?.?.?.. .... w. ... . ?r..w.r?....w???uv?nmq?.... ..?.?» . . .. ?.?r?....? ...:.?.._ ..._ .__. ?. ._ . T ......_.__ ?:.......?_:.. __ ...., ..._.?...._..,.....?.._?_ :,.... ..?......?....._..__.._..,..._? ? ,... .-...? lN1?IYS? M1?1Y???4^.?w?I?r?VMIwy?M?• .11wrw1?/? r? . ??...? w? •?+w.'...?.?.??wi .?.??..rfw..ar.?+....?w?uww.? . . + Y.? l? . ? ? ??n. y?r • ? . .....: ,.. ?_.... M? ??. n rl Y/If m:ile r w?.? w+? w??ww? W?rw t+h- r ??n? w w Vr? Iw?.l?r? r?? w.w? w ?irw ?Irnr 1x7M ' .w.w.rn. . . . ... ?r.r.wn?rnwrr+rr.?r?r?w??„w? .?L.?•_.?+L?. ..?.r... w. u... ..... ? STORM SEWER AREA UPGRADE %::........ i? • • ? TRAILW AY LAT. BENEFIT ST. SEWER TR. STREET LEXINGTON AVE. C9 ? J / APPENDIX B i P RELIMINARY ASSESSMENT ROLL EEVISED March 24. 1988 ESTIMATED RATES: - Ezternal Improvements 0.1426 Ezternal Commercial Ar ea Improvements 0.2111 Inte mal Zmprovements (south) 0.0084 PARCEL LEXINGTON AVENUE• LEXINGTON SQUARE TOTAL DESCRIPTION (EXTERNAL) (INTERNAL ) ASSESSMENT Assess Area Amount Assess Area Amount *016-25 80.500 16,994 16,994 * Assessed at the commercial zoning equivalent rate. i c? i •,•• ' ?? f? i..-t ,. i J? r?P ?CSc: O A ,S, F LEXINGTON SQUARE 1ST ADDITION ? BLOCK 1 Lot 1 9.975 1.422 1,422 Lot 2 7,700 1,098 1,094. Lot 3 6,975 995 995 Lot 4 13,450 1.918 ' 1,918 Lot 5 3.100 442 442 BLOCK 4 Lot 1 9.575 1,365 7,124 . 60 1,425 Lot 2 7.800 1,112 4,724 40 1,152 Lot 3 8.275 , 1.180 4.249 36 1,216 Lot 4 8,025 1.144 4.499 38 , 1,182 Lot 5 6.475 923 6,049 51 974 Lot 6 49400 627 8,124 68 695 Lot 7 2,975 424 9,544 80 504 Lot 8 2,675 381 9,849 83 464 Lot 9• 2,500 356 10.024 84 440 Lot 10 3,700 528 8.824 74 602 Page 16. 49449P 54ll? Y ALL SAINTS LUTHERAN CHURCH Pastor Larry W. Smilh 3810 Lezington Ave. So. Eagan, MN 55123 (612) 452•7256 May 14, 1990 Mr. Michael Foertsch Municipai Center City of Eagan 3830 Pilot Knob Rd. Eagan, MN 55123 Dear Mr. Michael Foertsch: ?L?iaa I am writing to request a listing of the assessments that have been paid and the assessments that are yet to be paid on our property at Lexington and Wescott, now called Lot 1, Block 1, All Saints Addition. Prior to platting the description was: The West 394.50 feet, as measured at rights angles, of the North 436.50 feet, as measured at right angles, of the Northwest Quarter (NW1/4) of Section 23, Township 27, Range 23, Dakota County, Minnesota. Please include a clear description of the project for which we are assessed as well as the project number. The reason for this request is that we are having trouble reconciling the costs for our development since prior to 1986, the Lutheran Church in America was handling the property. Then in 1988 the Evangelical Lutheran Church in America took it over. Now All Saints Church holds the mortgage on the church. The changing of hands in handling things as well as much confusion in the organization of a new congregation as well as a new church has created a bookeeping nightmare. If you need additional clarification as to my request, I can be reached at the above address and phone. Thank you for your consideration in this matter. Sincerely, ? Pastor Larry Smith Copy: Ms. Elaine Graton, ELCA Loan Fund Mr. Dick Linde !.. e F3 1 A 4" 5 Ftt N'T"1 DE8IGNERS BUILDEFtS MANAGERS VANMAN CONSTRUCTION COMPANY / 9211 PLYMOUTH AVE. I MINNEAPOLIS. MN 55427 / 612-541-9552 September 27, 1988 Building Inspections Dept. City of Eagan 3830 Pilot Knob Road PO Box 21199 Eagan, MN 55121 Re: All Saints Lutheran Church Lexington Avenue and Wescott Road Dear Inspector: Enclosed find one set of energy calculations as required to complete our permit package. If there are any other items, please contact me. Sincerely, Jackl Holmes VicelPresident JH/cb Enclosures •. EXTERIOR ENVELOPE AYERAGE "U" COMPUTATfON ,, ,, . OWNE R: Al l Saints Lutheran Church SITE ADDRESS: Lexington Avenue and Wescott Road, Eagan CONTRACTOR: Varnnan Construction Co. DATE : 9-27-88 PNONE: 541-9552 DETEIIMINE NORKING SOUARE FOOTAGE OF EACH: 1. TOTAL EXPOSED uALL AREA,,,,,,,, 3510 sq ft x"U" •113 . ? 396.63 2. TOTAL ROOF/CEIIING AREA,,,,,,,, 6768 . sq ft x"U" .026 ? 175:97 3. TOTAL EXPOSED WALL AREA CALCULATIONS: 3• Total exposed wall area above floor,,,,,,,, 3510 sq ft t e) Total wall srtndrnw area: glazed,,,,,, 367 sq ft x"U" .571 . 210 g182ed,,,,,, Sq ft X "U" _ b) Total door area ,,,,,,,,, 117 sq ft x"U" .45 ? 53 c) Total sliding glass door area: glazed...... sq ft x "U" ? f . ? ? floor (Insulated)....... 3026 sq ft x"U" .045 ? g) Total rim joist area...... sq ft x"U" a glazed...... sq ft x "U" d) Total ffreplace wall area sq ft x"U" e) Total wall framing area (Average 10`.!)............ sq ft x "U" f) Total net wail area above Total foundatton erea (Exposed).......... sq ft h) Total foundation wlndow erea............. sq ft x"U" 1) Total net foundation area above grade........ sq ft x"U" TOtAL a) thru I) 136 . 399 . If item 03 is the same as, or less than item p1, you have met the Intent of 2 MCAR 1.16008 A and 0. . Page 1 I f 4. TOTAI EXPQSED ROOF/CEtLINf, CALCULATIONS: Totai exposed roof/ceTitng area........ 6768 sq ft J) Total skyliaht area....... sq ft x"U" k) Total roof/ceilinq Frsming - orea (Averaqe inR)...... sq ft x"U" 1) 'Total net Insulated 6768 roof/ceTlinq area....... sq ft x"U'•025 ? TOTAL J) 169 4. if tota) of 04 is the same as, or less•than P2, you have met the intent of 2 MCAR 1.16008 A and 0. ? ALTERNATE BUILDINf ENVELOPE DESIGN To utiltze the total envelope system method, the values established by the sum of items #3 and p'4 shall not be greater than the sum of items 01 and 02. 396.63 + 2, 175.97 ? 572.6 3, 399 + 4. 169 a 562 C E R T I F i C A T I 0 N - 1 hereby certify that I have calculated the "U" factors and "R" values herein and that the bulidinq here descrlbed meets or exceeds the State °of Minnesota Eneray Conservetion Act. re -? September 27, 1988 (Date) Page 2 ? Metropolitan Waste Control Commission Mears Park Centre, 230 East Fifrh Street, St. Faul, Minnesoq 55101 612 222-8423 December 20, 1988 Mr. Joe Merchak Construction Analyst City of Eagan 3830 Pilot Knob Road Eagan, MN 55122 Dear Mr. Merchak: This letter is to inform you that the Metropolitan Waste Control Commission has made a SAC determination for All Saints Lutheran Church to be located within the City of Eagan. It has been determined that 2 SAC Units should be assigned to this building. This determination was made as follows: SAC Units Charges: Sanctuary 1200 sq. ft. @ 7 sq. ft./seat @ 275 seats/SAC Unit 0.62 Banquet 1260 sq. ft. @ 2060 sq. ft./SAC Unit 0.61 Classroom 1392 sq. ft. @ 30 sq. ft./student @ 55 students/SAC Unit 0.84 Office 336 sq. ft. @ 2400 sq. ft./SAC Unit 0.14 Total Charqes: 2.21 or 2 If you have any questions, please call. r8-i cerely, Donald S. Bluhm Staff Engineer DSB:RWJ cc: S. Selby, MWCC Carolyn Krech, Finance Department, Eagan Vanman Construction 50 y(egiTF ?930° ll 999 7t1cL S-air,/7`? ARCHITECTS CONTRACTORS MANACaERS VA111MAN CONSTRUCTION COMPANY • 9211 Plymouth Ave. • Minneapolis, MN 55427 • 692-541-9552 • Fax: 612-541-9857 May 18, 1989 Mr. Joe Merchak Construction Analyst City Ha11 PO Box 21199 3830 Pilot Knob Road Eagan, MN 55121 RE: ALL SAINTS LUTHERAN CHURCH Mr. Merchak, I am sending you this letter to confirm the revisions that you have requested regarding the A11 Saints Church. We have added a pair of 20 min, rated fire doors to corridor #118. These doors will swing away from room #101 and be held open with magnetic hold open devices. Smoke detectors and exit signs will be incorporated as required. Corridors 4k116, 4k118 and lobby #101 shall have two layers of 5/8" gypsum board attached directly to the bottom cord of the roof trusses vs. having the two layers of gypsum board separated by 2x4's as shown on the working drawings. If you have any questions, please ca11 me. Carey L s Architect pc: Jack HoLmes, VCC Richard Keillor, VCC IscituoF 3830 PILOT IWOB ROAD fAGAN, MINNESOTA 55122-1897 PFIONE: (W) 454-8100 fA%: (61Z 454-8353 August 16, 1989 CAREY LYONS, PROJECT ARCHITECT VANMAN CONSTRUCTION CO 9211 YLYMOUTH AVE 2tINNEAPOLIS, MN 55427 Se: All Saints Lutheran Church - Eagan. Minnesota Dear Hr. Lyons: VIC ELLISON MOa 1HOMAS EGAN DAVID IL GuStAFSON PAMEIA McCftFA iHEODORE WACHTER c«.cu n+a„bon iHOfVtAS FEDGES cxr narw,isrta« EUGENE VAN OVERBEKE C+N Clark This letter is written in response to your letter of May 18 regarding the opening protection and fire-resistive construction requirements of the corridor and lobby aresas of the All Saints Lutheran Church located at 3810 Lexington Avenue. This is to confirm the requirement of a twenty-minute rated dooY assembly separating Corridor 118 from Lobby 101. The doors must conform to Section 3305(h) of the Uniform Building Code (UBC). At least one door must swing in the direction of egress from the lobby into the corridor as required by UBC 3303(a) and 3304(b). The door latches must be provided with panic hardware in accordance With UBC 3318(a). The doors should be placed at a location that will minimize any "dead end" hazard (see UBC 3305(e)). The need for these doors, incidentally, arises as an alternative to providing a rated wall assembly as required by UBC 3305(a) and USC 3305(g) between Sanctuary 105 and Lobby 101. This alternative was offered in response to our code review letter of December 1, 1988 (which pointed out the required separation ) by lack Holmes o£ your company. Consequently, with the installation of the aforementioned rated door assembly, Lobby 108 is separated from and no longer intervenes a required exit path of Corridor 118; thus, the fire-resistive rating on the lobby ceiling as prescribed by UBC 3305(a) and U9C 3305(g) no longer applies. However, the requirements of UBC 3305(g) regarding the fire-resistive corridor construction remain in force for Corridors 116 and 118. Therefore, in lieu of requiring a fire-resistive roof system above, the corridor ceiling assembly must be installed as originally proposed. Sincerely. C?A rn Joe Kerchak Construction Analyst Community Development cc: Jack Holmes, Vanman Construction Co. Richard Keillor, Vanman Construction Co. Sandy Sixby, Evangelical Lutheran Church of America JM/mg THE LONE OAK TitEE...THE SYMBOL OF STRENGTH AND GROWfH IN OUR COMMUNITY Equal Opportunity/Atlirmative Action Employer I ? m 3830 PILOT KNOB ROAD EAGAN, MINNESOTA 55122-1897 PHONE: (612) 454$100 FAX:(612) 454-8363 August 16, 1989 CAREY LYONS, PROJECT ARCHITECT VANMAN CONSTRUCTION CO 9211 PLYMOUTH AVE MINNEAPOLIS, MN 55427 Re: All Saints Lutheran Church - Eagan. Minnesota Dear Mr. Lyons: VIC ELLISON Mav« 1HOMAS EGAN DAVID K. GUSTAFSON PAMELA McCRFA THEODORE WACHTER Council Members iHOMAS HEDGES city narrunimafor EUGENEVAN OVERBEKE CiN Clerk This letter is written in response to your letter of May 18 regarding the opening protection and fire-resistive construction requirements of the corridor and lobby areas of the All Saints Lutheran Church located at 3810 Lexington Avenue. This is to confirm the requirement of a twenty-minute rated door assembly separating Corridor 118 from Lobby 101. The doors must conform to Section 3305(h) of the Uniform Building Code (UBC). At least one door must swing in the direction of egress from the lobby into the corridor as required by UBC 3303(a) and 3304(b). The door latches must be provided with panic hardware in accordance with UBC 3318(a). The doors should be placed at a location that will minimize any "dead end" hazard (see UBC 3305(e)). The need for these doors, incidentally, arises as an alternative to providing a rated wall assembly as required by UBC 3305(a) and UBC 3305(g) between Sanctuary 105 and Lobby 101. This alternative was offered in response to our code review letter of December 1, 1988 (which pointed out the required separation ) by Jack Holmes of your company. Consequently, with the installation of the aforementioned rated door assembly, Lobby 108 is separated from and no longer intervenes a required exit path of Corridor 118; thus, the fire-resistive rating on the lobby ceiling as prescribed by UBC 3305(a) and UBC 3305(g) no longer applies. However, the requirements of UBC 3305(g) regarding the fire-resistive corridor construction remain in force for Corridors 116 and 118. Therefore, in lieu of requiring a fire-resistive roof system above, the corridor ceiling assembly must be installed as originally proposed. Sincerely, ? rn .Toe Merchak Construction Analyst Community Development cc: Jack Holmes, Vanman Construction Co. Richard Keillor, Vanman Construction Co. Sandy Bixby, Evangelical Lutheran Church of America JM/mg THE LONE OAK TREE. ..THE SYMBOL OF STRENGTH AND GROWiH IN OUR COMMUNITY Equal Opportunity/Affirmative Action Employer ,(, /, A31, AIl 5a', nt5 MEMO TOS TOM COLBERT, DIRECTOR OF PUBLIC WORRS ED AIRSCHT, ENGINEERING TECHNICIAN ? CRAIG KNUDSENt ENGINEERING TECHNICIAN JIM STURMr CITY PLANNER BILL ARINS, ELECTRICAL INSPECTOR JOE MERCHAR, CONSTRUCTION ANALYST UTILITY BILLING CLERR FRUMt DOUG REID, CHIEF BUILDING OFFICIAL DATE s lO/o7a7/?'cJ ?« SAJ h/ T s Ck, .A The Protective Inspections Division will be performing a final inspection for occupancy of ??$/0 F,- e Xi n4 Tov1 lQVehUe, on Co/a 9/89 Please return this form within 48 hours indicatinq your approval or denial. Failure of response within that time frame will be determined as approval. It will be each department's responsibility to contact the construction firm with necessary requirements before final inspectiori and notifying the Building Inspections Division when all requirements have been met. Thank- you. ot KI DR/js A-ra APPROVAL: CJI/ o-=-?Or- bATE: ' h DENIAL: DATE: ,r ,(,/,k31, AIl 5a',nts MEMO TO: TOM COLBERT, DIRECTOR OF PUBLIC WORRS ED RIRSCHTp ENGINEERING TECHNICIAN CRAIG 1CNUDSEN, ENGINEERIN(3 TECHNICIAN, JIM STURM, CITY PLANNER BILL ARINS, ELECTRICAL INSPECTOR JOE MERCHAR, CONSTRUCTION ANALYST UTILITY BILLING CLERR FROMs DOUG REID, CHIEF BUILDING OFFICIAL DATE s l%7cQ/?'? The Protective Inspections Division will be performing a final inspection for occupancy of t,-QV2hU e. on C?/a9/89 Please return this form within 48 hours indicating your approval or denial. Failure of response within that time frame will be determined as approval. It will be each department's responsibility to contact the construction firm with necessary requirements before final inspectiori and notifying the Building Inspections Division when all requirements have been met. Thank- you. DATE: DR/js APPROV DENIAL: DATE: L /1 B/, ??? ?4 a&ial - MEMO TO: DALE RIINRLE? DIRECTOR OF COMMIINITY DEVELOPMENT FROM: STEVE HANSONt ASSI6TANT BUILDING OFFICIAL DATE: JULY 12, 1989 REi SPECIAL USE PERMIT ALL SAINTS LIITHERAN CHIIRCH The applicant, All Saints Lutheran Church, is requestinq a Special Use Permit to allow multiple, non-potable, use of water from a monitoring well. A permit is not being requested for the purpose of installing a well. A monitorinq well will be installed regardless of whether or not a Special Permit is granted to allow water usage for the air conditioning system and landscaping irrigation. Two monitoring wells have already been installed; I have a site plan showing all three locations. Some background information regarding the need for the monitoring wells may help in better understanding this situation. During the initial construction of the church, it was discovered that the soil was contaminated. The source of the contamination was thought to be a Williams Bros. Pipeline which runs through the property. The contamination was cleaned up, and the Pollution Control Agency recommended installation of three monitoring wells on the site. These wells, to be installed by Williams Brothers, would be used to monitor any future contamination and if that occurred, the wells would be used as part of a clean up process. As Williams Brothers and All Saints Lutheran Church worked together on determining where the wells would be installed, it was agreed that the church would install one of the wells if they could use the water for the church's air conditioning system. This seemed to be a mutually beneficial agreement. The idea of irrigation is a means to dispose of the water that is run through the air conditioning system. Vanman Construction, general contractor, informed me that they didn't consider this an unusual situation, therefore did not realize the City did not allow this type of use. Apparently, they have had similar situations in other cities and have not run into any problems. If it is the City's concern that this would set a precedent regarding private wells on property that is serviced by City water, it is my feeling a repeat of this situation would be rare. There are very few properties requiring monitoring wells. There may be other concerns that could best be addressed by the Public Works Department. ttx ` Asst. Building Official SH/js CC: Tom Hedges, City Administrator Doug Reid, Chief Building Official Jim Sturm, City Planner Tom Colbert, Director of Public Works CG? ! ?3?? . J /?C (. 5,?? ? rs /?PDt Tlol-! GEOTHERMAL HEAT/NG & AIR CONDtTIONlNG M4ILING AODRESS P.O. BOX 592 ANOKA, MINNESOTA 55303 SCOTT D. KNEEN PE (612) 427-0440 OFFICE ADDRESS REGISTERED MECHANICAL DESIGN & CONTRACTING 6246 HWY. 10 N.W. COMMERCIAL -- INDUSTRIAL-- HOME ANOKA, MINNESOTA 55303 June 30, 1989 Dale Runkle Community Development Director City of Eagan Dear Mr. Runkle: One behalf of All Saints Lutheran Church, Vanman Construction, Williams Pipe Line Co. and Geothermal Heating & Air Conditioning, we request permission to install a non-potable well at All Saints Lutheran Church 3810 Lexington Ave. Eagan, Mn. The well will serve three functions as follows: 1. A monitoring well for Williams Pipe Line Company 2. Provide Air Conditioning for the church. 3. Provide lawn sprinkling with the same water used to Air Condition the church. The above well will not require a Water Appropriation Permit from D.N.R. because water consumption doesn't exceed 10,000 gallons/day and/or 1 million gallons /year. Sincerely, ,1) A-A Scott D. Kneen P.E. Copy: All Saints Lutheran Church Vanman Construction JAr-K 60c.ME5 Sq-I-R552 Williams Pipe Line Co. 9ecetn6or 16, 1OP8 F"r. ?ack Holmos Vanmsn Conntruction Company 9211 PlymouLh Avenue r11nne: pol3n, "'inncsotfl 55427 AnA rnr?nnrr'nn T+? rqOR ^fl-r ^,b:Fl"+Tr'o 9 "{nnnnoa,z "I'sr RH'- /lll '°.nto Yu;heren Church in re??c?n, ?"inne^ota r.^.tr S4r . On I2;comber 12D ]c'RF, T met with (lnrv Excsvption on !he eYmve aitn cnr' ?,,^n+ ovar thoir er,rthtios°lc• p1en. They were goinr? to, do the operot!on in tvn prr';, In the vest or scnctuery crca, Chev titcre Poinp to rip the Frost, rnrl rr-ove, tho froaon L70l10 dOkR1 to tho unf'rozon FrnuriO. '^Yiey wore f+?inr* f,o (?if- n piC to the oast of the build3ng Prca nnd ez3o the sof1 ao I)rlnrr uF +.he rmvn(') ',i uest nrea to finel rrado. AFter 4,hc praund ur- , co.-nr€c+.orl, 'nr.uln+i_on ,,wil ? be placed ovcr t.h.e fooC3nQ cree-i. '"nen the fnnt,•;wrt cxr.rvat•inno wnro rrr'n •r'ne pads would then bo placed in the exenvnt7on vn+il 4? hr% fnn¢9nRi v,ora 4o 1nn rn•11-?'o Iator in the day and on the noxt r3ay, T obs^rved the r3rrinr? rnri rF^`ovt', The froat vtis elmost 2 feet deep into the snf], rn ')ACCnber 1I„ 'rO°, ' eY??^Pv??? the filling operation end the tsorrow F9+.. '$iore i-zn no i.nrlT^rtinn ns nm? nno.N soils in thP pitm As the fill propre.^,aerl, T ma(le 4'nur •i.^.-nlrco +e's`,l °o check the compaction. All the teats inrijcflte t.F1Ft, f.}IA Fi11 iq cnrrnc+n,1 +o *?or' thnn M ? of the modifie,? Proc+nr rlensity and cen SLIp]'+nPd, foo*.1np lor-^ oP nn-l- than 3,('('C pounds per sqiiare foot. "hen the footinp,s in the vpst area hAVe been poured r.nd the -irnonrv tn graclo, the excava tion i-jj 11 ha bnck fR 12ori. '"hen, *.hF e: s+, rrFr hF }•r?•.ir•'"`to prade. After the frozen soji hns been rmoved, there shnula he no nr ver), little fill required. I in.7ected the excpvrtion for the foo+invq hefore the Fntms lr-r? r1F^?1 bottom is good nnd can support the footinFr ]oads v(,ry wr7.1. Attached aro the results of the in-Flace densit,y t,ests, 'he r1nn ^l' "-ir and the modified Proctor aensity curve that was mare for the fil] soi.',o Sincerelyp 1•7i114rm A. Boe P.F. ( rPinn. ReF. " 6594 ) cr.: City of Fagan ,?: I w 1 i c ` o \ \ _ ^ 0 / V ? /-'% I T p O ? o, v? `.. r? ? Lr a? X i w, J ? i k Locm.`riOpi Pt?,Np SG4( r,t 0 "a 40, -a -- - -- ----?__ _ nc. ? - i •._?.?._. i s_1^?!.,-=,..r. ? ?,? ? . . ?;; • 1 ?? ` I ???.. . ??1?1 ??,.? ? -J•' • °°, . ? Do.> 17 i?r,- ri 9?45 0 6sacPa b R W^) e4%C Tv- GrG? DePpM M0 t7Aria o PcftcC a? TeSY DATr:- a? eoNYC'N4 Df•,;W51PY P/' ?ryGDlF/LD /1I COHMi I dL P?=R?C•ob'`t L05 fCU•6Y. OCceS iP,? Pacc7oTi {ZI19/$6 I !°T. 123 119.'79F..(• 97 j?`iJ ? ?e i p? ?L/o4/ee lo pq.cc`ra 1, ID4 17/1-0/e& 2fY iL 74164 -I 13 !, 8 lQci,? _ 128 p g. 4 ? - . -?• >__ -, ,°-----.? ?,_„-,.c r ,..._.-_?..,-,? _? ?°- - - ? ' I --? ---- ? 7 c. - e (v T? C'c -Li a .. ? , TMG ttd- C=LA?.??: 'DErdGV'°( '$'Pd-4=' WtTE'•"-'o MAD?? ??l??'t'? 4't?G fs.? ?,'(?:??. ACeWaZ%ntC6 'CV ? PJOE. ? , . ? , ' 41t3dD1F0ED P4@0C1'0R _GURVE _ ..? _.,? ..._ _ I i - - - ---- @ t I40.0 °-?-4--4--+-1 --1--?--f-°-?---?--?---i---'r- '-ra-?-r-i--?4-- 4-4-4- F t ? .. A -},..?. . r- - ?-- -' ?' -?_ ` . 1 , i . ?- -• ._i- ? . j (30.0 .•.?-' --r - -t- = j- -+ - ?--?-- ? : . - i- ? ' r _} L J - -+- ? ' •__ --*- r ?-- , t i ?- ?- v-- ? ?` ^-?--, ? -? --i - ' ? ; _ -: , - • ? ? ? - -?- ? _ ? } _? _ _ ;-_. . 120.0 _.}_.._ { - ? .._•? t.. I . ?. . -a .' L 1 L +r- V ??? r___ i .?-?-?.. i - 'f-_ .? • -_ 1 . -i?. ? . .. . ± ?___ ...- ?/ 0- 110.0 ffi ---?- ?- ' ' - - • t - - - - a - *• - ? ??.----1- --i - , J l -• _ :. • : ? - ?•- ? - . ? ..1-... . . . _ ? . . . ?. t. . , i ? .. , l IJ ? 100.0 }. ? ?_.. r?_ .. ._. ??- ". 1 ? - -' . _ .. . .. ..? _; ._.. _ _, -? _--"•- 1' ° }? • _*-'-_- ` Q _•{____ . . ?? . . . . . . . , . f . ... ? + ' . ? . . . ? . . : ' 1 { . i.. . . .. ._? . ? -._-' ? J??.Osr'.. ! -.-;?._l.. _? -' . r I . ._l.. , r _." '?.y_'_-li---1__..?._?'??"' - - . __ . . .. ... , . . - t ? - . -;. . _ . , ? , . . ._. ? . t _.- - - } ? ? • i < < ? ? ? a I . , '? _ _ - -' - - -?- 80.0 . I - 0 5.0 10.0 15.4: 501L C'ECCR1PY1U' : _-,y?ccom/_/.?iLoc.u--.! s,-l NAy_ LczM?,.__?......._ . .. SIENE P?ft1ALXSiB REYQINED O,Z+ XG. 8 51EvE • !D.56p7 ? ao n a ? u 4 TO 200 ?? . 15'•? ? , PAS : IN C A .L 0. ? C'+7 ? ? E V NOTE: T1r'?E :??rS"iDMET' P :ZFdC 7 0 Ft 1,('y JI f V L 0. YYAe J;19 E :3 FAL LI riC 10 !.:'C N L£S, Yt9F ;vCl?.. M?:PACTEP; Si, :J !..??E&3 t'fl?H 23 n:,?."VfS , ?r. ., . OPERATION OF THE TEARA-THERMI"' HEAT EXTRACTOR The TFRKA-TH[RM Hcal Exiractor absorbs low-grade energy in the form of heal from well waler and chanyes Ihis low-grade cnergy inlo usable hiyh temperature heat (or domeslic healing purposes. Strtp 1- Water, suppliccl by a wcll or other suilable source, fiows throuyh tubes located inside a watcr lo refriyeranl hrat a-xchanger. Surroanding 4he water lubes is a second container, filled wilh exiremely cold relrigeranl. 'fhis coid r41lnqeranl absorbs hcal from thc waler, loweriny Ihc waler temperalure to wilhin several degrecs u( Ihe frerzing pxiint. Siep 'l-The rc(rigerant, which has riow acquired a considerable amount of hcal from the waler, enlcrs the cnmprc•ssor where is it preswrir.ed to approximately 245 pounds per square inch, increasing ils temperalure lo approximalely 180 dcc;rees Fahrenhril. Slep 3-The Iiot refriyeranl circulales Ihrour;h a refrigeranl to air heal exchanyer. Air, circulaled by a blowrr tmil, is heated as il flows p.ut Ihe refriyeranl lo air heal exchanger and is then dislribuled throughout the home. As tlic hof rclrtgcrant (lows dtrough the refriyerant to air heal exchanycr, il cools and con<Icnses to a liquitl slatr. Srrp A-The expansion device (capillary lube) ads as a refrigeranl flow reslriclnr. As the liqui<I refriyerant Ieaves Ihe capillaty IuUe, its Iemperature and pressure are reduced lo approximalely 32 degrees Pahrenheil and 57 pounds prr square inch. l he cold refrigeranl now enlers the water to refrigerant heat exchanger and the process repeats ilself in a eonlimwus cycle. n OPERATION OF THE TERRA-THERMTM AIA CONDITIONER The TE:HRA-TI 1LRM Air Conditioner operales by circulatiny cold well water Ihrough a lar3e (imied coil. Warm air pass- ing across ihr (ins is cooled as it Iransters ils heat !o Ihe colder wifer. No compressor is used in this direcl cooliny pro- CC55 dllll lI1C OfIIV QIBCIt'tC1t11 C0I15l1f11(?(I 6 IUi II1C' OpCf0I1011 pI a blower unil and a wrll pumi,. The 7l:KRA-'il-lf:StM nir Condilinner is idca1 tor utic wilh non currusive walers throughout Ihe norlhern Uniled tilatcs and Canada, where water tempcraturrs of 55 dcyrers Pahrenhcil and lower provide excellent air-condiliuning by lxilh cooling and dehwnldilyiny ItlC dir. Ilolurn Air _WaI.r fYOPIr Line_ . ??'___De?n?dlc Suppl?Llw? WHv Olscherg• Uwo s.or4 \ \°°' ( wl. J zc?e?slbnx Wa/er CoIb FIow Gsnirel Vdr*. /L ? ? WMer fo1,eNd ?r???ue• T?nY . ? 1 Ildrl[?r? /6Alr Vdr?? Nost [rtAentor ¦1•?or ? I Jl O? Ic _ Il.hit...wt ---- ?e V ? t IU ? '_''._' •_ -t- fioiw WeII /uwq WeNr to qahlpvewt 64*01 [mcMws*r Ihvmby dertify t1Nt lhie pkn, apocifiCecian.a roport w+s pqpewp o?~? ? 2y .o « uod« 4nr dwace oewenel .rpDri:ion end t6.t IOEOWgMAj, HEATING & AIR CONDITIONING eqwt«ed DroFeeionsl 6npinaer sndu 1ba lawr ei dw Scete d,VJAJ ;inn p,e, BOX 592 - 6246 xWY 10 N.W. ?? Q?? ? E'.1? 7I?t9` ANOKA, MN. 55303 ow 16% 4z- PHONE : 427-0440 To: The City of Eagan Subject: "On Site" Well for All 5aints Lutheran Church -P - 7 _ S1 July 9th, 1989 The Mechanical Systems at All Saints Lutheran Church are complete, requiring only the "On Site" well, supplying 49° F. water, to become operational. We request approval of the enclosed Special Use Permit to complete the well in- stallation. The following information may be helpful in evaluating the merits of this "On Site" well. During the mechanical design phase of this project, two choices were considered: Base Bid: Twenty tons of Electric Air Conditioning using exterior condensing units and a Lawn Sprinkling system using treated city water. City water can't also be used for air conditioning because the water distribution system heats the water to about 59° F., which is too warm for latent cooling (moisture removal). Alternate Bid: Twenty tons of Well Water Air Conditioning using an "On Site" well supplying 49° F. water. This water is then re-used for lawn sprinkling. The Alternate Bid, described above, was accepted by All Saints Lutheran Church. We would like to list a few of the advantages and disadvantages of this Alternate Bid. Persons mostly concerned by this decision are All 5aints Lutheran Church, State of Minnesota, Electric Utility, The City of Eagan and the Williams Pipe Line. All Saints Lutheran Church Advantages for Alternate Bid over Base Bid: 1. Well Water Air Conditioning provides Air Conditioning for 1/20 th the energy cost of Electric Air Conditioning. 2. The well water is re-used for free lawn sprinkling. 3. No exterior units are required, therefore eliminating visual and noise pollution. Disadvantage: Slight increase in the first cost for the Mechanical Systems. page 2 State of Minnesota The Department of Natural Resources - Division of Waters and The Department of Health are responsible for appropriating all the well water in the state, to insure both the water quality and quantity. The main objective is abundant municipal water supply and efficient power generation. (See "Water Bill" enclosure - Article 4- Section 2) These departments encourage the efficient use of all well water. The Base Bid does not use water efficiently because first priority water is used for lawn sprinkling only and additional water is required to satisfy the additional electric requirements. The Alternate Bid uses the water twice, eliminating the additional water requirements for power generation. The new Water Bill passed by the State of Minnesota in May of 1989 was amended to specifically allow Mechanical Systems, similar to those at All Saints Lutheran Church, which use the water efficiently. (See "Water Bill" enclosure - Article 4- Section 4- Lines 17 thru 20) Electric Utility The electric utility encourages the efficient use of electricity in two areas; Demand and Energy Consumption. The high Air Conditioning Load in the summer creates their peak demand which must be satisfied in power generation and dis- tribution capacity. The Well Water Air Conditioning systems in the Alternate Bid are twelve times more energy efficient than the Electric Air Conditioning in the Base Bid. City of Eagan In the summer, many cities and towns can't supply adequate quantities of water for both fire protection and lawn sprinkling at the same time and therefore impose sprinkler bans. In most cases the problem lies not in the source of the water (aquifer) but rather the capacity of the municipal well and size of the storage tank and distribution system. Therefore, on site wells for lawn sprinkling are being encouraged. As the City of Eagan continues to grow, they may also experience these same water supply problems and will encourage Mechanical Systems similar to All Saints Lutheran Church which benefit the State of Minnesota (D.N.R. & The Department of Health) and the Electric Utility. page 3 Williams Pipe Line The "On Site" well in the alternate Bid is also a monitoring well. This well would detect a surface contamination which could effect the glacial drift half way between the surface and the aquifer supplying the City of Eagan. If surface contamination were to occur, the continuous pumping of this monitoring well would help prevent the spread. This procedure is currently being done at the Ttain Cities Arsenal in New Brighton where lead was discovered at the surface. We hope the enclosed information is helpful in evaluating the merits of our special use permit for an "On Site" Well. n Sincerely, A44?--L'T-D `k .?? 5cott D. Kneen P.E. lSEMO TO: DALE RIINRLE? DIRECTOR OF COMdIINITY DEVELOPMENT FROM: STEVE HANSON, ABSISTANT BIIILDING OFFICIAL DATE: JIILY 12, 1989 AE: BPECIAL IIBE PERMIT ALL SAINTS LIITHERAN CHIIRCH The applicant, Al1 Saints Lutheran Church, is requesting a Special Use Permit to allow multiple, non-potable, use of water from a monitoring well. A permit is not beinq requested for the purpose of installing a well. A monitoring well will be installed regardless of whether or not a Special Permit is granted to allow water usage for the air conditioning system and landscaping irrigation. Two monitoring wells have already been installed; I have a site plan showing all three locations. Some background information regarding the need for the monitoring wells may help in better understanding this situation. n During the initial construction of the church, it was discovered that the soil was contaminated. The source of the contamination was thought to be a Williams Bros. Pipeline which runs through the property. The contamination was cleaned up, and the Pollution Control Agency recommended installation of three monitoring wells on the site. These wells, to be installed by Williams Brothers, would be used to monitor any future contamination and if that occurred, the wells would be used as part of a clean up process. As Williams Brothers and All Saints Lutheran Church worked together on determining where the wells would be installed, it was agreed that the church would install one of the wells if they could use the water for the church's air conditioning system. This seemed to be a mutually beneficial agreement. The idea of irrigation is a means to dispose of the water that is run through the air conditioning system. Vanman Construction, general contractor, informed me that they didn't consider this an unusual situation, therefore did not realize the City did not allow this type of use. Apparently, they have had similar situations in other cities and have not run into any problems. If it is the City's concern that this would set a precedent regarding private wells on property that is serviced by City water, it is my feeling a repeat of this situation would be rare. There are very few properties requiring monitoring wells. There may be other concerns that could best be addressed by the Public Works Department. C. A Asst. Building Official SH/js CC: Tom Hedges, City Administrator Doug Reid, Chief Building Official Jim Sturm, City Planner Tom Colbert, Director of Public Works ,.? ,... ?..' ':,• i ?. ?. , % / „ i ., i ?. ? ,'•'?. . (:? ?'• • ? 6F362 SEYEN7'H ENGKUSSMENI' IHEV150H 1 JV S0262-7 ,j. *ypdivipjon l, ir al¢anded to read: ? SUpolv3YlOn l. [COMMiSSLONGR'S PERMISSION.] (a) It ia 3 ulilewtul for tM otata, any pereon, pactnership, or association, * Pi1va[• oc puDlic corporation, coun[y, municipality, or other Qo1lClc*1 YuGClivir+ion of che state to appropriate or Use any '-4 YMt*iY OY•tha ataCi, au[face or underqround, without the writ[en ?PsMiL OE Ctu Comutiiilaner. This section does not apply co Che O Yat oF water for domescic purposes serviny less than 25 ? paC6un8. The coAmiasioner shall set up a stacewide traininq }Q pioqram to provide training in the conduct of pumping tests and ll OitA acquisition pcograma. 1a 1.d1 A$,ermit mny noc be issued under ehis section unless lj [he permit 1& coneLsCent With s[ate reqional and local water 1t 'nd related land reaources management plans. 15 (cl_The•commiasiuner may not modity or restrict the amount 34 of apgropriation from agroundweter suurQe autnorized in a 17 Permit }eaued for agricultural irriqation under sec u on 105.44 a" 4ubdlvision B. be[ween Mav 1 and October 1 of any vrar, unless l?V th?CO+noietiower$e[enninee the auehorized amount of eDptoy'rlation qnd#ngera a domestic water eupply. ?. SPC• 2• MiOnoaota Sta[utes 1988, section 105.41, W4ivisiqn lo, lr amended to read: ? 6u1?d. 14g. IWATEA AL40CAT1GN Na6841 YRiGHl'1'14:i.1 faJ. '1'ttd 34 CCIpD116YiOMr Yhdll ?nbenst-eo-the-?eg:e}aeaee-br-de.nmery-?r-}945r 3+5 60it'#C4'4Wrov*iy-propoaed adouL rules govern:ng-cne for . 4 411DG6tion of wigtoca emenq-poltnein}-rnter-nsero.A-Ifhese-rnlen 47 qpil-be WBMd on Cho following priori[ies Eor the consumptive i ?4pD oDtiatlon and use of watec: Cirat grioritY: domestic water eupplyT excluding 30 1M1YYCsli1 •nd cqamBicidl uaea oE municipal water supply:, and 43, 990 for puwrc pruduetion that meets the continqency planninu `? Rrovasions cf 9ection 1U5.417, subclivision 5; ? 14 aocond priority: any c use of uate[ chac involves 44 CpnpWPp[ion of lpsa Lban lO,UUO yallons oE wacer n ec dayc--ta }? ?htM-?tCtsOn-MGOMOmpt=etf"-?neena-reter-w:thdrawn-Eram-p-?npp3r ?'?I?y4-fi??0it-$OS-saYnediete-fnreher-nee-sn-tne-nreer? 71 i . c' AA r.:• : ?. ?. SF262 SEYEN28 ENGAOSSMENT IREVISOH I JV 50262-7 '. 1 oypsepeisCion-endangera-eey-domeatie-weter-anpply: 2 S6C. 3. Minpeaota Scacutes 1988, section 105.41, 3 suGdivieion lb, is amanded to cead: 0. Subd. lb. [USE LESS THAN MINIMUM.1 He Excep[ for local 5,pgrmits under eeccion 473.877, subdivision 1, a permit is not 6 rfqulred for Cho appropriation and uue of lees tnan a minimum 7 ampunt to ba e8tabliahad by the commissioner by rule. Permita 8 for moi6.thdn the minimum amount but less than an intermediate . 9 im04nt tp bf specifiad by the commissioner by rule must be 10 procetsed and approved ac the municipal, county, or regional 11 1lvel based on rules to be established by the commissioner by lZ January l, 1977. The cules must include provisions for 13 roporting to the commissioner the amoun.ts of water appropriated 14 undai local permits. 15 Sec. 4. Minneaota S[atutes 1988, section 105.41, is 16 n ad by adding a suhdivision to read: 17 Subd. 1^c_. [CERTAIN COOLING SYSTEM PERMITS PROHIBITED.) (a) 18 The commipeioner mav not ieaue a water use permit from a l9 AroHndwatec g2urCe for a once-throuqh coolina svstem uaina in 20 excesa of Eivc million aallons annually. 21 (b) For 8urposes of this subdivision, a once-through 32 Caolinq system means a capliny or heatin5 s s?tem for human 33 cumloce khat dcpw,o a cgncinuoua Ikreom afwater frAm a 24 8roundwater source to remove or add heat for coolinq, heatino, 25 or refri9eration. 24 Sec. 5. Kinneaota 6tatutee 1988, eection 105.41, 27 Qppdivision 5, ie aatended to cead: ?,a bubd. 5. [AECOADS REpUIRED.] Recorda of the amount of ?9 ylpt6i appcpyriated or used must be kept for each installation. 30 T1k0 ieAdinq6 tAd the total amount of water appropciated muat be 31 [eported anpually to [he cortualssioner oE natural resources on or 42 11@f9FR Fobrudry 15 oE the folloaing year upon Eorms to be 33 ppyAlied by khe commissioner. 3i ThE r@oprdS must be submitted with an annual water 3$ 4pprRyriation yrocesaing Eee in the amount established in 36 p,CCOtdAnce Wlth tbe Eollowin9 schedule of fees for each watec 73 lc? city oF eagen PAT GEAGAN Mayor PEGGY CARI.SON CYNDEE FIELDS MIKE MAGUIRE MEG TILLEY Council Members THOMAS HEDGES Ciry Adminiscrator Muniupal Center. 3830 Piloc Knob Road Eagan, MN 55122-1897 Phone: 651.675.5000 Fax: 651.675.5012 TDD: 651.454.8535 Mainttnance Facility: 3501 Coachman Poinc Eagan, MN 55122 Phone: 651.675.5300 Fax: 651.675.5360 TDD: 651.454.8535 www.cityoFeagan.com THE LONE OAK TREE The rymbol of scrength and growch in our communiry March 5, 2004 MS. RENEE FITZGERALD RJM CONSTRUCTION 5455 HWY 169 PLYMOUTH MN 55416 RE: 3810 LEXINGTON AVENUE S ALL SAINTS LUTHERAN CHURCH ADDITION Dear Ms. Fitzgerald: We have started our review of the construction documents submitted in pursuit of obtaining a building permit for the above-referenced project. This review is not intended to be an exhaustive and comprehensive report. Unless otherwise noted, all references are to the 2000 I.B.C. It is our goal that this review will help you in compiying with the applicable codes and we are, therefore, requesting that the items checked below be addressed: 2 sets Architectural Plans 2 sets Structural Plans 2 sets Civil Plans 2 sets Landscaping Plans 1 Code Analysis 1 Cerrificate of Survey ? 1 Spec. Insp. & Testing Schedule Fire Stopping Submittals Other: 1 Project Specs ? 1 Energy Calculations ? 1 Electric Power & Lighting Form 1 Master Exit Plan ? 1 Emergency Response Site Plan ? 1 MC/ES SAC determination letter 1 Soils Report If you have any questions regarding the above items, please feel free to contact me at 651-675- 5683. Sincerely, je?' J. Craig Novaczyk Senior Inspector JCN/ld Enclosures cc: Michael Berg, Sjoquist Architects Inc., 2001 University Ave SE, Ste #200, Mpls MN TO: WAYNE ST. MARTIN, UTILITY CONSTRUCTION INSPECTOR DALE WEGLEITNER, FIRE MARSHAL ERIC MACBETH, WATER RESOURCES COORDINATOR GREGG HOVE, CITY FORESTER JOHN GORDER, ASSISTANT CITY ENGINEER KENT THERKELSEN, CHIEF OF POLICE MARK ANDERSON, ELECTRICAL INSPECTOR MIKE RIDLEY, SENIOR PLANNER PAUL HEUER, SYSTEMS ANALYST SCOTT PETERSON, BUILDING INSPECTOR TOM COLBERT, DIRECTOR OF PUBLIC WORKS TOM PEPPER, CHIEF FINANCIAL OFFICER FROM: CRAIG NOVACZYK, SENIOR INSPECTOR DATE: MARCH 4, 2004 RE: PLAN REVIEW FOR ALL SAINTS LUTHERAN CHURCH ADDITION 3810 LEXINGTON AVENUE LOT 1 BLOCK 1 ALL SAINT5 ADDITION The plans are in our plan review section far your review and comment. #2 Please return this form to mv attention with your signed comments and the date of review within seven days. If you have any concerns with these plans, please so indicate on this form and notify and resolve these issues with the affected parties. If you are requesting that issuance of the building permit be held, please fill out the proper "hold" request form. Comments: Indicate any fees that are to be collected with the building permit: AMOUNT ? Yes ? No landscape security required ? Yes ? No water quality dedication ? Yes ? No park dedication 0 Yes ? No trail dedication ? Yes ? No tree dedication El Yes ? No PRV Required ZONING?_ METER SIZE Signature CD/FORMS/BLDG INSP/PLAN REVIEW CRAIG N Date REV ISED 9- 02 PAT GEAGAN Mayor PEGGY CARLSON CYNDEE FIELDS MIKE MAGUIRE MEG 7'ILLEY Council Members THOMAS HEDGES Ciry Administrator Municipal Center: 3830 Piloc Knob Road Eagan, MN 55122-1897 Phone: 651.675.5000 Fas: 651.675.5012 TDD: 651.454.8535 Main[enance Facility: 3501 Coachman Poinc Eagan, MN 55122 Phone: 651.675.5300 Fax: 651.675.5360 TDD: 651.454.8535 www.cityofeagan.com THE LONE OAK TREE The symbol oFscrengch and growch in our communiry March S, 2004 RENEE FITZGERALD RJM CONSTRUCTION 5455 HWY 169 PLYMOUTH MN 55416 RE: 3810 LEXINGTON AVENUE S ALL SAINTS LUTHERAN CHURCH ADDTTION Deaz Ms. Fitzgerald: Please provide a more complete code analysis consisting o£ A. applicable codes B. occupant load calculations C. height and area calculations per CUapter 5 of the Code D. plumbing fixture calculations per Table 2902.1 of the Code E. sprinkler provisions per Chapter 9 of the Code F. fue-resistive provisions per Chapter 7; of the Code G. exit width calculations per Chapter 10 of the Code 2. Amend the wall type section to include a one-hour rated listed and tested wall assembly for the incidental storage room 104. (fire barrier). 3. Wall type D should be designated as a fire barrier 4. Reference Section 706.6 for opening protection for fire barrier walls. It appears that the maximum aggregate opening width allowed for Fire barriers (25% of the length of the wall) has been exceeded. A complying fire banier with complying opening protection will be required for the wall separating your building into two same occupancy fire areas. I believe the putpose of this banier is to avoid adding a sprinkler system to your building at this time. 5. A separate line and meter are required for lawn irrigation. 6. Lawn irrigation meter and backflow preventer need to be located where the water service comes into the building. 7. Plumbing and mechanical plans are reviewed separately from the building plans. Any concems regarding these plans will be addressed at a later date. If you have any questions, please feel free to contact me at 651-675-5683. Sincerely, ? J. Craig Novaczyk SeniorInspector cc: Michael Berg, Sjoquist Architects, 2001 Univetsity Ave SE, Ste #200, Minneapolis MN 55414 ORD[tYAAV.(""iyO.11J: PGtIiSStNQ. WEiL CONSTRli CTION AAiD ABANUO1vME`I'i' WELL PERMIT ? 89-8060 TA COUNTY P[TBLIC HEr1LTH DEPAR1i1gNT DASO FrWIRONME`aTjfL HE?ALTH SERVICES SECTION WATER QU.?,L1TY ?bfANAGEb1IIVT UNTT » E Weacworth rlve., Wesc St Paul, :lrIN »I18 Teiephone:(6L:)450-2607 OD WAEREAS PERMITTEE: DHA: Bohn Well Drilling Company ADDRES3: 16550 Baseline Avenue Shakopee, Minnesota has paid the sum of one hundred fifty ($150.00) dollars to County of Dakota as required by Ordinance Number 114 and complied with all the requirements of said Ordinance neces for obtaining this permit to construct the well or cs described herein: A non-potable water well to be used for a geothermal pump. T well shall be constructed to a depth of approximately 160 fe screened in the unconsolidated drift and grouted with bentoni grout containing at least 10% bentonite. This permit is al subject to conditions on the back. and located in the municipality of Eagan on the property Owner: All Saints Lutheran Church Well Owner (if different) Address: 3810 Lexington Ave. Address: Eagan, NIl1 Telephone: Telephone: NOW, THEREFORE, Bohn Well Drilling Inc. is hereby permitted an authorized to construct the well or wells described and locate above for the period August 1989 to August 1990 subject to al pro•aisions of said Ordinance and any conditions attached on th reverse side of this permit form. Given under.my hand this 9th day of August, 1989. NON-TRAN3FERABLE HEALTH SPECIALIST ;-- ? , ENVIRONMENTAL HEAIZH- SUPERVISOR ATTEST PUBLIC HEALTHDIRECTOR 1. Discharge water is permitted for lawn and garden watering only. 2. No off-site surface discharge or groundwater recharge permitted. 3. Permit is considered null and void if the well pumps more than 10,000 gallons per day and/or 1 million gallons per day; unless a Minnesota Department of Natural Resources Groundwater Appropriation permit has been issued. eD--0 o (-f- . PLLTMBING (COMMERCIAL) Permit Application City Of Eagan Qa 3830 Pilot Knob Road, Eagan Mn 55122 Telephone # 651-675-5675 FAX # 651-675-5694 Date._,,5 / v3 / o _V SiteAddress p3 £f/U 66,,?„J ''? U nit# Tenant Name 6w?,?,,;? Former Tenant Name Property Owner ox",? Telephone # ((051 74 5 6 Contractor 4v? Address City 6,,,,2 ? State ')yLW Zip ??5?c/ c1 g Telephone #( 7(?a) 'fd y- a9 ?Z/ jv The Applicant is Owner _ Coniractor A' Other Work Type _ New Bldg !r Add-on _ Repair RPZ PVS Irrigation system * * Jer Wobschall [o calculate fees. Rc uired meter size is 2" turbo unless smaller size ermitted b Public Works Description of Work SE? ,O/au ? )Cr*:.,,,,, I'h -C.? e-0.a 4 A+a 4- ('r?°,.?- 1 I ?"?,,?•?.?.a??- °'a -+?- ?%a To inquire if Pressure Reducing Valve is required on new service, 11651-675-5646 Meters - Call 651-675-5300 to verify that hydrostatic, conductivity, and bacteria tests passed prior to uickine up meter Irrigation Size & Type ? Avg GPM --?- Fire Size & Price 3/4" disolacement $156.00 Domestic Size & Type ?? t) is c Avg GPM Includes high demand devices? Yes _ No F7ushometers V_?Yes _ No PRV Required _ Yes r? No Permit Fee $50.50 minrmum (includes State Surcharge) Contract Value $ x 1% _$ .5S Base Fee $ Meter(s) Required on all new buildings & boulevard irrigation svstems $ Radio Meter Read If base fee is $1,000 or less, surcharge is $.50 $ 50 St3t0 SU[C113ig0 Following fees apply only when installing new irriga? Water Perxnit ? Contact Jerry Wo6schall at 651-675-5024 for required fc ?s (? ? ? Treatment Plant 0?J 2??4 Water Supply & Storage $ State Surchazge ------------------------------------------------------- --------- ------ ---------- ----- - -- -- ? --------- ------------------------- a ? ? O 5 T l F $ . ota ee 1 hereby apply tor a Commercial Plumbing Permit and acknowledge that the informarion is complete and accurate; that thc work will be in confomiance with the ordinances and codes of the Ciry 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 stazt 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. r Applicant's Printed Name plican ature 0,OJ CITY USE ONLY REQUIRED INSPECTIONS: _ U.G. _ Air Test _ Gas Test _ Rough In _ Final PLANS SUBMITTED APPROVED BY: JU If, BU1LDiNG INSPECTOR General Information ? • Radio Meter Read (required on all new buildings & boulevazd 'urigation systems- $157.00 • RPZ's must be rebuilt every five years. A minimum fee pernvt per address is required for RPZ rebuilding or repairing. • Water meters include copper horn/strainer, remote wire, and touch-pad meter GPM METERS USE -7 PRICE GPM METERS USE PRICE 1-20 5/8" residential $121.00 4-120 1-1;2" in`igation syst ? 781.00 displacement sm commercial ?'b?e'* must iece'IVe maximum approval continuous from Public 10 WoYks 2-30 3/4" lawn irrigation $156.00 4-160 2" turbine lg irrigarion syst $ 982.00 maximum displacement residential & continuous sm commercial production lines 15 3-50 1" displacement very lg res $200.00 1/4 to 160 2" compound bldgs over $ 1,860.00 bldg to 24 units 65 units maximum sm commercial & continuous & lg comm bldgs 25 irri ation systems 5-100 1-1/2" bldgs 25-64 units $484.00 maximum displacement & continuous most comm bldgs 50 METERS REOUIRING 30-DAY ADVANCE NOTICE PRIOR TO PICK UP GPM METERS USE PRICE GPM METERS USE PRICE 5-350 3" turbine very lg irrigation $1,328.00 6-500 4" compound +300 unit bldgs & $3,702.00 syst & production very Ig comm bldgs lines 1/2-320 3" compound +200 unit bldgs $2,411.00 10-1000 6" compound +400 unit bldgs $6,100.00 very lg comro bldgs very Ig comm bldgs 5-1000 4" turbine very Ig irrigation $2,329.00 L syst & production lines Comments • To schedule inspection of the inside water line and backflow preventer, ca11651-675-5675. • To arrange for water turn-on, ca11651-675-5300. cc: Maintenance Division Clerical Technician Updated 1/03 ? 2004 COMMERCIAL MECHANICAL PERMIT APPLICATION City Of Eagan ??-? a 3830 Pilot Knob Road, Eagan MN 55122 9F +=?p •`? Telephone # 651-675-5675 Please complete for: commercial/industrial buildings multi-family buildings when separate permits aze not required for each dwelling unit Date --5 / C?q_ / o Site Street Address c7? ? lD ?_?.,u,?`-,?-.,, ?¢ ?c-c, C?2.e-,,?-? ?'?i,v Unit # Tenant Name (if applicable) C/y-Ll??„?„?, Previous Tenant Name Property Owner dltl?4r." Telephone # ( ) ContraLtoP 611.P-? StreetAddress GlLt" 71,b City 4L-6? /'e'-? State z;P _5'S ya? Telephone # Bond #: /o 9 5q 77d 7 Egpires: /a The Applicant is _ Owner ?/ Contractor _ Other Work Type New Construction _ Underground Tank _ Install _ Remove **see below Interior Improvement _ Install Piping _Processed ?Gas Nature of Work: ? ??-.,?, llnglrr G'???-?.Z`?e?cJ _ *"When installing/removing underground tank, cal/ for inspection by Fire Marshal and P/umbing lnspector Permit Fees: $70.50 Underground tank installadon/removal $50.50 Minimum (includes State Surcharge) 0 ? or Contract Value $ ? S 0 U, ° d x 1% _$ Permit Fee • If pernu'_t fee is $1,000 or less, add $50 =1 $ - 5 v 5tat? Surchazge If nermit fee is over $1,000, add $.50 for sr, ?.`?? every $1,000 ernut fee $ Total Fee I hereby apply for a Commercial Mechanical 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 Mechanical Codes; that I understand this is not a permit, but only an application for a permit, and work is not to start without a pyrnnit; that the work will be in accordance with the approved plan in the case of work wluch requires a review and approval of plaas"7- Z , J-ctrry ;F E51red«.{,/ Apps Printed Name ' ?/ MAY 2 5 Approved By: 1?' ? 6 ? Z ? -- v ? , Inspector Date: -17 l' Lo? ? (S 1 a ck,1 +?n-?S _ . , L4 ts-a D_ ? . 2004 COMMERCIAL BUILDING PERMIT APPLICATION City Of Eagan 3830 Pilot Knob Road, Eagan Mn 55122 ? r? ,? •?'T?" Telephone # 651-675-5675 FAX # 651-675-5694 ?b P r, ? , 1- T "1 1 _ ,'2, ( . a"A? Vw"li_6?, j 'I L) • 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 Malysis (1) " . Landscaping Plans (2) • Key Plan (1) • ProjectSpecs (1) • CodeAnalysis ? (1) " • Master Exit Plan (1) • Spec. Insp. & Testing Schedule " • Certificate of Survey 'Zi} • Energy Calculations (1) not always** • Soils Report (1) . Spec. Insp. & Testing Schedule (1)` " • Elec. Power & Lighting Forrn (1) not aiways" • Meter size must be established • Meter size must be established • Meter size must be established-if applicable 1 . ProjectSpecs (1) 1 • EnergyCalculations (1) 1 . Electric Power & Lighting Form (1) 1 • Master Exit Plan (1) . 1 1 • Emergency Response Site Plan (1) "' • 1 1 • SoilsReport (1) 1 • SAC determination - cali 651-602-1 000 • SAC determinatlon - call 651-602-1000 VSAC determina6on - 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. Date 3 0-1 Construction Cost ? GZ rw _7& Site Address 3?t G L?.xl AJ C,7-oN A ?E S Unit/Ste # Tenant Name I+ll SA i NT":-:> L, UTNEK ANJ C??VACPFormer Tenant Name Description of Work ?v ? ??y i nt G f? cs? ? 1 T1GG !J Property Owner ?•3, ? ? S /? i ?.1n ? i 1 T y L= 4LA i?i ?. O?yr 17 Telephone # 7Z Contractor CCNS I Yz UG V 1 ctj Address •? y SS' { j y?y ?1.0 9. City LMG Cl 7-9 State . M N ' Zip sS: / Telephone # ( -]/v ? O 3-_Z1.:51 Z Arch/Engr (-) I S? rC? ? 'i C f S Registration # Address 01 N? ?C2S T ?? s? ?v' ? 2or?-City fVlD State ' 1N Zip ".Telephone#!(jdI Z) S7/' 22- 33 1I0)C5 Licensed plumber installing new sewedwater service: Jihorae 4: 3 ) I hereby apply for a Commercial Building Permit and ac ,I?owledge tc\e'info 'rination 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 W Statutes; I understand this is not a permit, but only an application for a permit, and work is not to start without ; permit; that the work will be in accordance with the approved plan in the case of work which requires a review anc approval of plans. z n//? 1?ene.P_ TITZGE2ALD Applicant's Printed Name Applic s Signature OFFICE USE ONLY Sub Types ? Ol Foundation ? 14 Aparhnents ? 15 Lodging ? 25 Miscellaneous Work Types O 31 New x 32 Addition ? 33 Altera6on ? 34 Replacement . ? 26 Public Facility jg 27 CommerciaUIndustrial ? 28 Greenhouse ? 29 Antennae ? 35 Int Improvement ? 38 ? 36 Move Bldg. ? 42 ? 37 Demolish (Bldg)" ? 43 'Demolition (Entire Bldg only) - Give P valuation 603, ooo = Census Code 437 5AC Units 1 ? Nbr. of Units Z F61? /N2L7t-S Nbr. of Bldgs ? Type of Const v - B ? 30 Accessory Building ? 32 Ext Alt-Apartments ? 34 Ext Alt-Commercial LI 35 Ext Alt-Public Facility ? 37 Nail Salon Demolish (Interior) ? 44 Siding Demolish (Foundation) ? 45 Fire Repair Reroof ? 46 Windows/Doors CA handout to applicant Occupancy A ' 3 MCES System L.,/ Zoning p F City Water ? Stories ? Booster Pump Sq. Ft. PRV Length ? Fire Sprinklered a Width Required Inspections Footings (new bldg) Foorings(deck) ? Footings (addition) ? Foundarion Drain Tile Roof Ice Pr _ Decking _ Insul ? Framing _ Fireplace _ R.I. _ Air Test _ Final ?/ Insulation FinallC.O. FinaUNo C.O. V/ Other Fiot- 6AVAXJtJ4r- Final _ Pool Ftgs Air/Gas Tests _ Final _ Siding _ Stucco _ Stone _ Windows Approved By: Planning ? Building Inspector ------------- --------------------------------------- -------------------------------------------- ------------------ ------------------------------------------------ Base Fee $'723 . o 0 Ar o aJno/VA-1_ CH-A-,v4,Ss Surcharge 30 ! ? V-u PlanReview 241q. 9!r ?2.97A-4.a-&5 a?i'S91ktee) MCES SAC 13?0 • 0,6 - wc? , v •e? Yw.? to +0 City SAC I ? o • 0-0 Water Supply & Storage SNV Permit / o o, s-o S/W Surcharge S? Treatment Plant 58? • s-o Park Dedication Trails Dedication WaterQuality Copies Other Total . ? -(U.`f C, cJL ? c-6j4- ?l ??? ?. . , ._ Wolischall ?fr? / From: Eric Macbeth Sent: Tuesday, May 11, 2004 3:58 PM To: Jerry Wobschall Subject: All Saints Lutheran Church Jerry: I just spoke with Chris Weggemann [(651) 270-0194], who is representing the subject church, and based on the information he provided me, we can waive the small water quality dedication fee that I previously indicated would apply to the church's building addition. Please call me if you have any questions. Eric Macbeth Water Resources Coordinator City of Eagan 3501 Coachman Point Eagan, Minnesota 55122-1211 Phone: (651) 675-5300 Fax: (651) 675-5360 Email: emacbeth(@613Lofeagan.com WWW: http://www.citvofeagan.com/live%age.gp?menu=1684 G'o n/t e ci7? an, c? a ? j-e- - 4X6=?e- - Gx , ?h ?? ? i l Li?? ?XeC,Jfe Wa,v2??? `?'° ?i? p? 7 iq 10 1? ? - ? Oy V a ov - ll ?f , 1 WAIVER OF HEARING NO. 690 SPECIAL ASSESSMENT AUTHORIZATION FOR CONNECTION CHARGES UWe hereby request and authorize the City of Eagan, MN (Dakota County) to assess the following described property owned by me/us: Lot 1. Block 1. All Saints Addition for the following connection and availability charge(s): ITEM OUANTITY Water Availa6ility Charge 2.97 Acres TOTAL: RATE $2,015/Ac AMOUNT $5.984.55 $5,984.55 to be spread for a term of 5 years at an annual interest rate of 4.5% against any remaining unpaid balances. You may pay any portion of these special assessments within thirty (30) days of signing the Waiver without interest at the Eagan Municipal Center. If you pay after the thirty (30) day period, interest will be charged from the signing date to December 31 S` of the current year. The undersigned, for themselves, their heirs, executors, administrators, successors and assigns, hereby consent to the assessment of these connection chazges, and further, hereby waive notice of any and all hearings necessary, and waive objections to any technical defects in any proceedings related to these assessments, and further waive the right to object to or appeal from these assessments made pursuant to this agreement. Dated: T -C/) All Saints Lutheran Church of Eagan Fee Owner ?*ac? 1.JIiJ ?Y FUE U v ? .U\.,' ?. By: William J. Lunka Notary ? . ? ? Its: President All Saints Lutheran Church #3$70- A/l SainfS 6hurd-7 2004 COMMERCIAL MECHANICAL PERMIT APPLICATION City Of Eagan 3830 Pilot Knob Road, Eagan MN 55122 Telephone # 651-675-5675 Please complete for: wmmercial/industrial buildings mulri-family buildings when separate permits are not required for each dwelling unit Date (o / 22 / D `t Site Street Ave. S. Tenant Name (ii applicable) ??l &V/n$LuAeran 6?!(Y66 Previous Tenant Name ' ,so L3 0'-l• -7 O Property Owner hljSa!A LG(1-lvi'Q 1"1 v`Urdi Telephone #( ) Unit # Contractor MQST ek "ChQ /7iCa-1, fY?G . Street Address /02 7 ernin; Rd• City oEQGIQYI State mAf Zip 5511,1 Telephone # ( (?j / ) ?ID$- 1600 Bond #: %03 70 $177 Expires: S / 11 The Applicant is _ Owner V Contractor _ Other Work Type _ New Construction _ Underground Tank _ Install _ Remove "*see be/ow ? Interior Improvement _ Install Piping _Processed _Gas Nature of Work: I-F?RC? **When installing/removing underground tank, call for inspection by Fire Marsha/ and Plumbing lnspector Pefrilit F¢CS: $70.50 Underground tank inslallationhemoval $50.50 Minimum (includes State Surchazge) or ContractValue $_3OF 42-0. dp x 1% _$ -364• ZU PermitFee • If pemvt fee is $1,000 or less, add $.50 If permit fee is over $1,000, add $.50 for every $1,000 permit fee I hereby apply for a Commercial Mechanical Pernut atio ' will be in confonnance with the ordinances and codes Mec not a pernrit, but only an application for a permit, andoris no o s a wF perx nitthe approved plan in the case of work which requires a review and approval s. ?ord?a t?r+P,rs Applicant's Printed ame ApplicanYs Signature ??G 0 C?7[? ? p? JUN `L 5 [00 $ d aclmowledge i rm he Citv of EaQan and wi State Surcharge Total Fee omplete and accurate; that the work iical Codes; that I understand tlus is the work will be in accordance with Approved By: -6 (I ? -;'- ? - d ? , Inspector 4?OC0C0 2006 COMMERCIAL BUILDING PERMIT APPLICATION City Of Eagan 3830 Pilot Knob Road, Eagan Mn 55122 Telephone # 651-675-5675 FAX # 651-675-5694 $ q9. Zs • Structural Plans (2) sets • Civil Plans (2) • Certificate of Survey (1) • CodeAnalysis (1) " . Project Specs (1) • Spec. Insp. 8 Testing Schedule " • Soils Report (1) • Meter size must be established • SAC detertnination - call 651-602-1000 at • Architectural Plans (2) sets • Structural Plans (2) • Civil Plans (2) • Landscaping Plans (2) • CodeAnalysis (1) " • Certificate of Survey (1) • Spec. Insp. & Testing Schedule (1) " • Meter size must be established • ProjectSpecs (1) • Energy Calculations (1) • Electric Power & Lighting Form (1) • Master Exit Plan (1) • Emergency Response Site Plan (1) • Soils Report (1) • SAC determination - call 651-602-1000 • Fire Stopping Submittals ' for details regarding food & beverage or lodging • Architectural Plans (2) sets v . Code Analysis (1) " • Project Specs (1) • KeyPlan (1) • Master Exit Plan (1) . Energy Calculations (1) not always" • Elec. Power & Lighting Form (1) not always*` . Meter size must be established-if applicable 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. Date -q-/7 / _O(? Construction Cost Site Address ,zjy?;j(L- ;tV,U i? A X/ UniUSte # Tenant Name dLC ?6? rs Former Tenant Name A.4e_A? Description of Work Property Owner tJ 7?EX /tzJ Telephane #(f 5( ) '7a5? c Ilrc H Applicant is: er ? Contractor Contact #: (•? ) 39 7"lit T7 _i Contractor ?/h en..fFi Address ",a ?-o-- - - eil Cr, CitY 4,04LZV State Zip Telephone # (6's"? Arch/Engr D? Registration # Address City State Zip Telephone # ( ) Licensed plumber installing new sewer/water service: ll Phone #: (_) I hereby apply for a Commercial Building Permit and aclrnowledge that the informabon is complete and accurate; that the worK wiu 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 pemut, but only an application for a pernut, 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 re uires a review and approval of plans. / Ap icant's Printed Name A licant's Si ature DO NOT WRITE BELOW THIS LINE Sub Types E, 01 Foundation ? 14 Apartments ? 15 Lodging ? 25 Miscellaneous Work Types ? 31 New ? 32 Addition ? 33 Alteration ? 34 Replacement ? 26 Public Facility ? 27 Commercial/Industrial ? 28 Greenhouse ? 29 Antennae ? 30 Accessory Building ? 32 Ext Alt-Apartments ? 34 Ext Alt-Commercial ? 35 Ext Alt-Public Facility ? 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 »n" valuation 3Soo: ? Plan Rev 100% ? 25% SAC Units -0 ^ Nbr. of Units 0 Nbr. of Bldgs ? Required Inspections _ Footings (new bldg) _ Footings(deck) _ Footings (addirion) Foundation Drain Tile _ Driveway Apron _ Roof Ice Pr _ Decking _ Framing Type of Const a ' (5 Width Occupancy er • 3 MCES System Zoning • ? City Water Stories Booster Pump Sq. Ft. PRV Length Fire Sprinklered _ Fireplace _ R.I. _ Air Test _ Final _ Insulation _ Sheetrock FinaUC.O. ? FinaUNo C.O. _ Other _ Insul _ Final _ Pool Ftgs Air/Gas Tests Final _ Siding _ Stucco Lath _ Stone Lath _ Final Windows Final C/O Inspection: Schedule Fire Marshal to be present. _ Yes ?No Approved By: ? Planning CZ&&--Building Inspector Base Fee 1 7. Z !? Surcharge 'Z • d ° Plan Review II ' ° 0 SAC-MCES SAC-City SNJ Permit S/W Surcharge TreatrnentPlant 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 al.t5 Sewer Trunk Water Trunk 7-N-3 2007COMMERCIAL PLUMBING eEeMtT nrri,rca,TioK CITY OF EAGAN 3830 PILOT KNOB ROAD, EAGAN MN 55122 651-675-5675 v4-b, ISD Date _72)__ l ? E) / 0-7 Site Address 1/e- ? Unit # Tenant Name (AX? Former Tenant Name Property Owner Telephone # ( ) Contractor 1 YP c+?'? ?? \ }? ( C? )nl dlf1, ( rti C Address 791 (,c -1 sr'j )AU-e P?-) C?tY ?j •? L-?- State NN-N? Zip F)SLIAS Telephone # (7(aS) - cZGt/ (,2 License # U O Expires: I a1 3 ?1p 7 The Applicant is _ Owner ? Contractor _ Other Work Type New Bldg _ Modify Space _ Irrigation System** Yes No Work in public r-o-w / easement? _ RPZ _ PVB: New ? Repair/Rebuild _ Replace _ Remove Rain sensors are r uired on irri ation s stems Description of Work ?i2 aw?Y To inquire if Pressurc Reducing Valve is reyuired on new service, wll 651-675-5646 Meters - Call 651-675-5646 to verify that hydrostatic, conductivity, and bacteria tests passed prior to oickine up meter. Irrigation Size & Type Avg GPM 2" turbo req d unless smaller size allowed by Public Works Fire Size & Price 3/4" meter $174.00 Domestic Size & Type Avg GPM lncludes high demand devices? _ Yes _ No Flushometers _ Yes _ No PRV Required _ Yes _ No Permit Fee $50.50 minimum (incluJes State Surcharge) Contract Value $ 2l Sr x l% _ $ 5c) •LEO Permit Fee $ Meter(s) Required on all ncw buildings & boulevard irrieation s, s? $ Radio Meter Read $ State Surcharge If pertnil fee is less than $1,060, surcharge is $.SU If permit Cee is more Ihan $1,000, surcharge is $.50 for each $1,000 owevl. ?'--'---- - '------------ -'-' ' '----------- -'- ----- ---'-------------- ---'- -------------------- -------------------------- Following Fees apply when installing new lawn irrigation s vtcT,? $ Water Permit Call the City's Engineering Departmeff" 5-b7? finr'?:c?t?J??ee qunts I[? ?? ``? $ TreatmentPlant MAR 2 0 2007 U $ Water Supply & Storage $ State Surcharge $ Total Fee i nereby appiy tor a commerciai rmmmng t'ertmt ana acKnowieage tnat tne mwrmanon is compiece ana xccuraie; mai Hnc woIn wiii „m ,il ..oj.w?.?1 ..- ordinances and codes of Citylo agan and with [he Plumbing Codes; that I understand this is not a permit, but only an application for a permit, and work is not to start without a,eermit; t the or in accordance with the approved plan in the case of work which requires a review and approval of plans. /-_ ?? ixhe?_ Applic• rinte ApPlicanP S' alure . . • . . I , ~ VICINITY MAP ~ ~ ~ , ~ . ~ . ~ ~ ~ _ N~ ~ ~ ~ ~ r~ , ~~I _ ~ _ _ _ _ , \ - ~ ~ ~ ~ ~ ~ ~ , ~Y _ ~~.I~ ~ ~oe~'U ~ ~ ; _ ~ _ ~ . . \ ~ ` 1 F t~ o ~ ~ ~ tt~~' ' e~ NC , ~ _ : _ 1 ~ z l~ d' \ \ ~ N G t3 E- ' , , _ _ _ _ i~ ~ , ~ ~ N , . ~ ~ ' ~ . ~i ° , ` N pl~o ~~~..~p ~ ~ , . ~ , ~ - ~ ~ , _ . ~ _ ' c° _ _ `~PN ~ t0 ~ ~ ~ ~ ...w.~ r.~_.__ _ _ _ _ _ _ _ _ _ _ _ _ . _ ~ ~ - - _ - _ _ _ - - - X- , ~ _ _ - - fl P~ W - _ _ _ _ _ _ ~ _ _ - - - _ . _ ~ ~ ~ ~ ~ o ~1 ~ ~ , . _ _ - , _ r~ _ _ - \ ! ~.i ir~~~ , ~.~I > I I.~ . _ ~ , ~ ~ . b ~ w _ , ; w ~ _ ' " ET~a~~~W~ q . _ _ _ _ . . . i, - ~ ~ i ~ac~~~ ~ ~ ~ A Q .~=.d ~ ~ ' va e$' _ _ ~ ~l~~l,E, _ _ Y~I~~ ",i ~ h~ ; ~a;~--- _ _ ~ ~ ~ s , z ~l ` ~ , _ - p _ F'IF'~I ~ _ _ ; _ _ , , , _ _ , ~ - . ~o ~ _ I \ _ ~`T' ~-Ut~C~ ~ Q ~ ~ Q ~ N _ _ _ ~ ~ - _ _ ' ~ _ ; ~ , _ ~ _ ~ , ~ ti _ _ _ _ , , . : _ . _ , _ ~ , ~ , . ~ ~ i ~ , , ~ - , ~ _ \ , . ' ~ , ~ ~~-r~ ~ ~ ~ ~ ~ ~ I~,~P' ~a/ ~v! TIh1~ i ' - e""`i ~ . ~ ~ °I (v ~ _ ~ ~ ~ ` , I ~ l~UC,~- _ - - ~ , , ~ , ~ ~ ~a ~ ~1 i ` '~y. ~ ~ ~ ~ 1 ~ i : , ~ ~ ~ II 7. ~ '~'9 ~ ~ ~ ~ ~ r. , 17~P'~/ ~'~-~~?"9"1~~1 ~J'~G~ , ~ ~ I ~ i~ ~ ~ 1 ~ ~ ~ i , I ~ ~ (~IF~I~ I~OI~C~ ~ ~ Z ~O~ , ~ , ~ ~ U ~~1T~'~, 11J~"~A~I~~. ' ' ~ • ' ~ hG~ i ~~-IT'~..~7 ra ~ ~ ~ ' ~ ~ G ~ ~ ~ ' ; _ - ; - - ~ a ~,~-'f'"~rz~,~ ~I : ~ i • N ~ ~t'~ i P~ ~ _ ~ , ~ N~~~i,• G~}J~ , - ~ ~b ~y~ ~ _ , : , ~ ; Z~, M . , , ~ ~ ~ ~ ~ . ~ ~ p W INT T~~~°~t,<< e~tJ~"~i'~~ , - ` ~ ~ - ~ ~ ~ ~ ` i y ,A~ ~ ~LI~U1~ , „ ~ .i ; ~ ~ / ~ v~ - ~ ~ ~'r~ ~~Ti,~t1, W~ ~ IL ~ ~ ~~ir-~i ~"'"F.-C~l:r~~~~'G' ~ ~ ~ , i~"Ul.~ ~ ' I ~ "I"~. ~ ~ ; ~ , ~ ~ ~ Q ~ ~ ~ ~ ~ ` ' ~ a G~~~ p.~~,o a • ~ _ ; , ~~r ~ ~ ,__~.~~'.~1C=~~~~;1 /~.~1~ ~J~0~4~ , : . ' _ - ~ ~ , - ~ ~ ~i ~ ~ ~ ~ i - ~ ~ . ~ , ~ 1 _ . ~ ~ ~ ~ ~ _ ~ ~ ~ N~ ~ ~ ~ ' Z9 'PYP, ~ ~ ~ ~ ~ . ~ ' ~ ~ _ LEGAL DFSCRIPTION Z ~j ~ ~ ~ ~~S ' ~ `~,Lti`1 , _ . ~ ~ ' ~ ~ ~ ~ ~ i ,b \ , , ~ . ~ ~ ' _ ~ ~ = ' ' ~ ~ ! The North 436.50 feet of the West 394.50 feet of ~ ~~~~Q the Northwest Quarter of Section 23, Township 27, W ' ' ~ ! _ , r - ~ ~ ~ ~ ~Range 23, Dak~~ta Coun~ty, Minnesota. Sub,ject Co ~ ' F~ ' _ _ D^` % ~ ~ ~ ~ , i i ~~r - ~ ~ i ~ ~ Road Easement5. ~ ~ _ ~ ; ~ ' ; e ~ ~ ~ ~ ~ { ~l , , v ~ ~ J p~~ ~ ~ ! ~ 'o ~ , . . ~ ~n ~ j ~ . _ , ` ~ , ~ .BUILDING AND SI`I'F DATA W S ~ ~ ~ 1 ~ ~ ~ , ~ 1 ~ - ~ , ~ , ~ ~ , . . . / . , ~ . ~ . ~ ' ~ ; ~ ~ I i ~ ~ ~ ~ ~ I . . . . ' . / ' ~ . , ~ . . ~~~I~~N~I ~ I OCCUPANCY A-3 ~ I 'a ; ~ ~ U, 6,. Ga~-~--~ i ~ ~ ~ "c '`N CONSTRUCTION 'CYPE V~N ; ~ ~ ~ ~ ~ ~ , ~ ~ ~ ~ _ ~ ~ ~ ~ ; , ' ~ ~ - - , t~ , , i! ~ ~Q~ ~ , ~ ~ _ , ~ ~ ~Q / ; ~ ~I BUILDING AREA 6,102 s.f. ~ , ~ ~ W ~ , t{ - ; . . . ~ . ~ ~ . hll . . / ~ / ~ Y i ~ Z ~ 1 , ; ~ ~ SITT ARCA 12a,284 s.f. ~ , ~ ; ; ~ u~ ~ ~ ; ~ ~ / ~ ~ Impervious ?~reas, 36,928 s.f. ~ ml ~ - ! { ~ Pervious Arcas: 86,254. s.f. I ~ U~ i ~ ' ~ ~ ~ ~ ~ , ~i ~ PARKING S PAC~I?„> ~ ~ , Z ; ~ ~ _ ~ ' , i ~ Available 75 ~ ~ , ; ' _c , , ~ _ _ . - - ~ ~ r ' l~ ~n Handicapped 2 ~ °J~GI.,6 i? r'~~ 1~ ; ' n ~ ; Y , ~ ; ~~'~j j' ~ Total 77 ~ ~ z R ;~FG~~- i~{?.piNI~G~~- ~ . , ~1 i N ~ ' LL ' _ / I ~,f P ~ ~ r~ ~f r! ~ 2 ~ ' ~ ~ ~ '~i j', ~ J SITE INFORM~11 ~ ON : ' ~~~~Q~Q ~ I , ~ , . z~ h ~ ; ~ . ~;r; ~ = Al ~ . - ~ ~ ~ _ ~ 1 ~ ~ a'i~ ' ' , i Site inf.ormation was obtained from a, survey by Q~ ~1 ~ ~ s ~ ~ ~ ~ ~ ! ~ ' C~UN!_~,. ~ , , Z ~ _ r _ ~ ~ - lf`~ ; ~ E ~ i ' Q~1 Sigma Surveyi elg Services, information obtained $ a~Z ' ; i ~ ~ ( (~'l~,ll~ ~1~~ a , J~~ i~ ~ ~ ~ ~ _ ~ ~ ' from owner ar,~1 site observation. All elevatiuns ~W~~~, ~ i ~ ; , ~ I ,j- ' ~ ~~~GOi~(~i2.~~(~ ~ p ~ ~ ~ ~ , _ _ ; _ -a-~ ~ ~ , ~ , ~ ~ ~ ~ 5~p~-G-~~l..u.. . ~ % _ , , ; , ~ and items shown as existing must be ~erified in ~ I~r~ ~ `3 ~ ^ - 1 ~ ~ , ~ , ~ ~ ~~1 ' ~ , ~ ~ i~` the Eield. i~eport any discrepancies to the', w~~~,0 ' n ~ ~1 C architect bef,>re proceeding. Additional fill 0 ~ ~ ~ q l ~ ~ ~J ~ ~ ~ ~~f 1 ' , material has been placed on the site since the a~~~~~ ~ ~i ~ l11 , ~ ~ , . ~ _ ~ ~ I ~ "D ~ ~ ~ ~ ~ o ~ ~ 0%~ Q ~ ~ ~ U L ~ f 'I~~, . q~ ~ j t~` c- ~a~~ ~J ~ topographic ~rap was completede Q~~~,~ ~ ~ ~ ~ ~ ~ ~ ' - ~ • .~q ~ ~ ~ ~ ~ - ~ ~ ~ • ~ ~ , ~t~ ~ y ~ ~ 1j , t! ' ~ ~ ' ~ ~ ~ . . 'p ~ ~ o r ~ 1' . . . ( ~ 7 ~ ~ / , ~ v ARCxZ~rFCT ~ ~ ~ ~ , tkL ~ ~ N~ I ~ ~ ~ e ~ 0~0~ ° i r~ ~ ~ \ ~ i ' ~ _ ~ ~ ~ ' ~ ~b~ Richard Kei.'~.1 c~r (612) 541-9552 ~ ~ ~ ~ ~~a°~ ' a I, ~ ~ ~ v - t ~ J ~ , ~ ~ ~ i , ~ ¢~~f ~ ~ ~I i;! PROJFCT AKCH! ~ ~ ~ ~ , - ~ ~ Q ~ ~ ~ ~ ~ ~ ~ ~ ~ ~ Carey Lyotl.~ ` r ~ ~ ~ _ a ° ~ _ ~ , , _ - , , ~ y, r ~ ,t , ~.i.~~.v ~ ~ r'1~- ~f'i ~ ~ ~ ~ ~ ~ ~ ~ . , _ . _ ~ ~ ` ~ _ ~ ~ s , . ~ - ~ , : i , „ ~ - i~ . _ ~ , ~ i ~ ' ~ , ~ "^?lf~ tU~ ; ~ ~'~Cr l~i'° II~C~I~ ~ ' rt ; ~ , ~ I`~ 1 ; ` ~ ~ ' CONSTftUC'lION~ ' ~ ,,~t:r~ ~ ~ ~i ~ I ~i ~'f~ , ~ . . ~ , ' ~ V i t ~ ~ ~ . J ~ , . i : ~ . , _ _ . . t I, I I Jack l~olmes ;~~12) 541-9552'~ ~ , , , ~ ; ~ ~ ~ I ' ' ~ ~ ~ ti ~ i. : n . . ~ ' f I . . . . ; ,~/~v\~\ l . . ~ . . ~ ~ ~ , ~ ~`l~~l~ , ; S'TRUCTURAL E~~i, ( ~il?I,[Z 0 ~ ' _ ~ ' '`,t'`' ` , / ' ~ , ~ _ - - G~ e~' Bi11 Boe (612) 45~5-32$2 ~W , ~ ~ tl oc o , _ ; ~7I ~ . ~ E . ~1 , , _ ~ ~ ~ ;;I H.V.A.C. ENG?NEER - ~ _ ; ~ s ~ ; ; E(,~r ~ ~ «a~ ~r~~~ ' ~ ` ' ~1 C~ ~ ~ ' 1 ' i ' Bill Karge< (612) 544-4930 ~g ~ Z~ ` : ~Y I~ ~~I~, GG. ~ j Q.~ ~ ~ I , ~ ~ I ; SHLLT INDFX Q ~ ~ ~ ~ I ~ ~ ~ ,:c ~ ~ ' ~ ~ i ' ~ , ~ ~ ---~-z~~- a_ ~ , , i ~ ~ ; ~ ~ ~ W ~ , ~ ; ~ , ~~1--~~~G,~~ ~Z-D _ _ _ ~ S~ D , ~ ~ , _ ~ _ , , ~W~ ! A1 SITL PLA~V I ' 'N . ~ ~ , ; i ~ ~ ~ ~ ~ ~ ~ ~ i i ~ 1 . , , ~ I ~ ~ A2 FLOOR Pt~~'~N ~,ND SCHL'DULES ~ ~ Ii ' ~ ~ ~ ~ . i r~ ~ `:~r~F~~ ~ ~ ~ i , ~ti~. , u~l~~ ~ ~ 1 A3 BUILDING•ELEVATIONS AND SECTIONS W~~ ~ ~ ~ ~ ~ ~ ~J ~ ~ ~ ~ ~r 30 A~ ~ ~ ' ~ ~ ~iF"~~,. i . / ~ ~ ~ i ~ ~ ~ ~I ~ ; ~ ~ l ° te' ~ _ ~ ~ ~ _ . Oy ~ , , , , , . . , , ~ . . , ~ . ; ~ ~ . , i d ~ ~ ~ I ~ ~ ~ ' ?~4 ROOF AND REI'LI:CTED CEILINC~ PLANS~ 0 ~ ~ r ~ . ~ ~ ~ ~ ~ ~n ~ ~ ~I - ~ ~ l ' ~ ~ ~ ~ ~ o j ~ « =i.,,~~~`-~ ~-~U ~G `I ~ , . , o , ; , ~r~ ~ , ~f ; A5 SECTIONS,AND DET~ILS " ~ i ; - ,o - ~ ~ ~'p ~ ~ ~ ~ i~~~' A6 PLAN ENI,ARGEMENTS AND INTERIOR FL~VATIONS ~ ~ ~ ~ , ~ ~ , , ; ~ ~ i ~ . . ~ c~ ~ ' ~C.ot~fC,~~ ~ - ~ ~ ~ ~I ~ ~ ~ A7 DETAIL ~ ~ ~ ~ , ~ i ~e ~ ~ / ~ ~JI ~4~1 L' i ~ - i~ , ~ ~ ; I ~ ~ ' ~ ~ ~ ~ ~ ~ ~ ~ ~ ~ , ~ ~ ~ ~ / i ~ i~ ~ ~ I 1 ~ ; i : i • ~ ~ ~ i S1 F,04TIN~ I~~E~NDATION APID FGOOR PLtAN A~D ~~DET~IILS - ~ ~ ~ ~ . > . . . ~ , ' ~ - ; , ~ , . . , ~ i ii _ 1 ~ ~ S2 ROOF FRAMING PLAN AND DETAIL ~ ~z ~ ~ ~ ( , ~ , ' t~~~IN~'I~r ' t ~ ~ ~ ~ ~ ~ ~ ~ ~ q' x 1' % ~U~l TD i~AYLI~~-9~ ~ ~ ~ . ( ~ ~ ~ MC 1 S ITE PLF,N ~ ~ ~ ~ I > u Z u~. z , ; ~ ~ ~ . r 2~~1Y~' ~ - ~ i ~ ~ ~ ~ ~ q ' r1 F I ° ; ~ o , ~ o ~ ~ _ ; ~ ~ `1 ~ ~ ~~6 ~ ~ / ; ' x.v.A.c. ~ ~ 3 ~ 3~ ~ ~ _ ~ ~ Gu 2GI~ ~Il~ ~ ; Q' .~LA1G1~ ~A~II•l i ~ ~ Q ¢ a~~¢Q' ~ ~ ~ ; i 5 ~ q;1~,4 ~ , ~ ~ ~,~T~ ~=~~,r,1 ~ ~ ~ - ~ , , ~ ~ ~ , ~ o~ ~ I V rt2 ~LUr~~1[vci a ~ ~ fl~ I, ; ; , , ; L.ID EI..F,.~l, ~ ~ i , r , , E1 ELECTKICAL _ j ~ °f.G~. , ~6~1'a• _ ~ / ~ ~ A ~ , _ = _ ~ ~ ~ ~ ~ ~~Il.-~Cb~~"I.fii~.l~~~'~~~I~~ ~OT~a ~ . - - , , ~ ~ , - t.~~°1" I,~ ~~`C' i ~ t~~~=' ~ _ i~-o ~ y~I~- - ~ ~ , , , ~ _ ~ ~ _ , ~ ~ . _ _ . - ~.rr~ ~ ~ z ~ ~ ~ ~ ~ ` i. a.~-~.- ~r~~~~,~~~-~E~r ~~r~~.~ , ~N,I,r _ , _ - . _ ~ _ , , _ _ ; o . _ ' i i - ~r' . ~ , ~ _ , ; y . ~ - - \ . - y. ~ ' ~ ' ----_-~'r ~ ~ ~ _~._.a..,~..,~.....-_. a - r' _ W~...~ ~ ~ , _ _ - i~ ~ 5 - ~ ~I ~ _ ~ - ~ s _ _ _ ~ ~ ~ ~ ~ ~ _ ~ ~ ~ , ~ ~~~w ~~r~~~~~~ ~ - ~ , r„ ~ , ; , ~ ~ ~ ~ _ ~ ~ , _ , , - _ , ~ ; . ~ ~ ' ~ ~ , - ~i - ~ ~k`~ ~ ~ ~ - - % , ~ % ~ ~ ~ , ~ ~ , ; , - ' ' rn' ~`l5 i / ` f _ ~ E~STiN - _ _ ~ i "G.P`i. ~ -T-~_"--~--~ I$ , . rz~a~ _ ' , , , ~ ~ ~ ~ i~ ~v~""~ ~ ~ ' , ~ ~C ~~`1G~~ - r~E-~> ~,ti-~- , ~ / ~ ~ „ ~ _ , ' ' ' `,..I ~ ~ - , _ ~ , i ~ ~ ~ ~ ~ 1 ~ , ! _ _ ~ ~ _ . . ~ ~ _ _ ~ ~ ~ , ~ ~ ~ _ _ ` _ , , ; ~ ~ ~ ~ 1~1..~, ~~~.~D ; ; , , ~ ~ - _ G, ~ `l l _ _ ~`12 ~ ~ , _ ~ _ _ _ , _ _ _ ~ -`1 ~ ~ 1~1 - _~,°~~~I- ~ ~ _ _ . ~ ~ r s ' . . . . . . . -"f_-._ -`4 . . . . . t _ _ _ , . ` . . ~ ~ , ' ~ 1' . ° ~=I'.~.I ~ ~ :.~nr ~ ~ w I~~~ I --~~f~ ~ D ~ / - ~ ~ ~ ~ ~ N , I~ I ( ~T ~`i' ~ GDU~I ~ , ~ ~ _ - _ ~ ~ - ~ ' ~ ~ . , " ~ , , - e I Yo j / ~ 'v ~ e . . r~ f" + ~ ~ . ~M.n...r~w wm.{N~~ . G~ . ~ ~ ~ ~ . w I~~ ~ . o ~ ;n... . . . . 0 J Use BLUE or BLACK Ink .. r For Office Use 1 Lf.3 I City of EaftallPermit#: C.� j Permit Fee: l 3830 Pilot Knob Road Eagan MN 55122 Date Received: Phone: (651) 675-5675 Fax: (651) 675-5694 Staff: 2017 COMMERCIAL BUILDING PERMIT APPLICATION Date: A-o. Site Address: 54/0 12*?"1-974;;A/- 41 - Tenant Name: //II 4117:5 Lcef,/1 v. 3A «/,2�,y' (Tenant is: New/ Existing) Suite#: Former Tenant: 1 Name: I1 lots f- / t, V 'iL f_ Phone: , i Property'Owner i Address/City/Zip: 3,ej0 c1Ac147e .16 S a 1 A licant pp is: (' Owner Contractor Type of:Work Description of work: ,cam 9e� �}sj� i S fi - f j-/ at//I J/x jlj I � t Construction Cost: � Name: /?A/ffE:1?1Sfax/t /r?cx4;> /-7—:,:. License#: SG jSq/o. Contractor Address: t 5 ( W/ p1/4/ City: ) 7144../ / I - r State: �'°I9t/ Zip: 5`1 .3 Phone: —.2 .1'—002- t I Contact: 1�'1fJyVXEE/ 1 Emailr :/ 6://-1,-/' ./ I,. eSi art-,/ , £ Name: /0/4 Registration#: 1 Architect/Engineer Address: City: State: Zip: Phone: 1 1Contact Person: Email: ? Licensed plumber installing new sewer/water service: Phone#: NOTE:Plans and supportingPortions ortin documents that you..submTt are considered tobe 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.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. x vh'E1 ?1x ii:s,.. Applicant's Printed Name fcants :ign ure Page 1 of 3 �t � DO NOT WRITE BELOW THIS LINE - / 5B I� 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 Valuation i' 000 Occupancy MCES System Plan Review /US a 3de Edition SAC Units (25%_100% ) Zoning City Water Census Code Stories Booster Pump #of Units Square Feet PRV #of Buildings Length Fire Sprinklers Type of Construction Width REQUIRED INSPECTIONS Footings_New Building Deck_Addition Drain Tile Foundation Foundation Before Backfill Retaining Wall Vapor Barrier Erosion Control Framing 30 Minutes 1 Hour Steel Reinforcement Insulation Concrete Entrance Apron Sheetrock Other: Roof:_Decking _Insulation Ice&Water Final Meter Size: Siding:_Stucco Lath Stone Lath Brick EFIS Electronic As-Built Plans Required Windows Fireplace:_Rough In _Air Test _Final Final/C.O. Required Pool: Footings ^Air/Gas Tests _Final Final/No C.O. Required Final CIO Inspection: Schedule Fire Marshal to be present: Yes No Reviewed By: , Planning New Business to Eagan: Reviewed By: , Building Inspector FEES Water Quality Base Fee Storm Sewer Trunk Surcharge Sewer Trunk Plan Review Water Trunk MCES SAC Street Lateral City SAC Street S&W Permit& Surcharge Water Lateral Treatment Plant Stormwater Performance Security Treatment Plant(Irrigation) Landscape Security Park Dedication Other: Trail Dedication TOTAL: Page 2 of 3