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3111 Sibley Memorial HwyINSPECTION RECORD CITY OF EAGAN PERMIT TYPE: 3830 Pilot Knob Road Permit Number: ?y Eagan, Minnesota 55122-1897 Date Issued: (651) 681-4675 I ; b) r! i? . ? ? i0 i SITE ADDRESS: ; ;, ,, APPLICANT: MUMM) fAI HUY I JitiAN .t I Pti1?ii);, I V I lit PAR ! is 1 1 # ii 11 "".14 PERMIT SUBTYPE: TYPE OF WORK: Is I 'A It T I "I I (IN I.u, fr fitfrfitir Pei.. ft Holder Date Telephone N SEWER/ WATER PLUMBING HVAC Inspection Date Insp. Comments FOOTINGS FOUND FRAMING ROOFING ROUGH PLUMBING PLBG AIR TEST ROUGH HEATING GAS SVC TEST INSUL GYP BOARD FIREPLACE FIREPLACE AIR TEST FINAL PLBG FINAL HTG ORSAT TEST BLDG FINAL DOMESTIC METER IRRIGATION METER FLUSH MAINS CONDUCTIVITY TEST HYDROSTATIC TEST BSMT R.I. BSMT FINAL DECK FTG DECK FINAL CASH RECEIPT '?- CITY OF EAGAN 3795 PILOT KNOB ROAD EAGAN, MINNESOTA 55122 DATE 4 19 rem RECEIVED j FROM 7 AMOUNT J DOLLARS goo [3-CASH E]CHECK r ( ?• FOR FUND CODA AMOUNT Thank You BY T 63411 White-Payers Copy Yellow-Posting Copy Pink-File Copy HOUSE HEATING TEST RECORD COQ Q uf? 13 A1,11 0-t ADDRESS J497- S 11 ` I APT. F OOR CITY SUBURB OCCUPANT N,' 0f'e OWNER - HEAT LOSS ATE HT INST -0'''"y? GAS CO. METER B R A i SOLD BY ?Jv es g Ic /If Qch ,ftv o INSTALLED BY Electrical Work By on+r P_ S G Gas Line By TYPE OF HEAT GA FA HW STEAM SPACE HTR. UNIT HTR. OTHER GAS DESIGN CONVERSION MAKE ff ?*V-0J'ir . MAKE OF BURNER Model O ? 40 f"1fp Model Serial Max. BTU Rating INPUTr O ' ' r MAKE OF FURNACE Model ? ONTROLS ? pr THERMO? AT r Het I Vent Size r Yalrs /` n7 KING OF LI R oo? SIZE NONE Limit k,00? Draft Hood PSG Regulator Limit Setting Fan Setting Pilot Type - Pilot Make Pilot Model Pilot Timing L.W. Cut Off Pressure Percent CO2 Input CFH 6 Percent O r Stack Temp. Percent C02 --?? Filters Size Chimney Loca tion Insid ' Outsi e h Chimney Consuetion r'/ P _ pS g Smoke Bom Wiring Draft X, Test Tag Door Pressure Lighting Inst, 10s Date Tested 10 Company Testing C HI '? ?? PC Name of Tester Form 235 HOUSE HEATING TEST RECORD e-a/= C//• fb Aja# ADDRESS - -- 7 y APT. F OOR CITY SUBURB OCCUPANT OWNER ?' HEAT LOSS DATE HTG. I ST. A GAS CO. METER BA?JE SOLD BY 40-*1V&S 1C Mt°e?t INSTALLED BY !'IOSS Electrical Work By Gas Line By Gd> yS C TYPE OF HEAT GA FA HW STEAM SPACE HTR. UNIT HTR. X-OTHER GAS DESIGN MAKE ry MAKE OF BURNER _ Model .x_00- Model Serial ! Max. BTU Rating - INPUT GDS O 4) O MAKE OF FURNACE Model Valve Z Limit Limit Setting Fan Setting _ Pilot Type Pilot Make - Pilot Model _ Pilot Timing i/ r7l?6fa/trG? L.W. Cut Off 4 Pressure Percent CO2 Input CFH Percent 02 Stack Temp. 9CJ Percent CO ??- Form 235 Vent Size KIND OF LI R d/As" SIZE NONE Draft Hood Apes/ &I Regulator Filters Size Number Chimney Location Inside OP Outside Chimney Construction es Smoke Bo b Wiring Draft 3+ . Test Tag Door Pressure Lighting Inst. Date Tested jo -.2''2 . 73 Company Testing S ?? PC Name of Tester CONVERSION HOUSE HEATING TEST RECORD ADDRESS OOR F CITY - APT.- SUBURB OCCUPANT G ? C ? OWNER ? ' - Z? 50f? HEAT LOSS [;/ TJE HTG. II ST. ` p _ •'t'= 1+? GAS CO. METER BA E 1 SOLD BY -P-40 7 FG S r fC j 1 ! INSTALLED BY S 4 Electrical Work By Gas Line By d ld? _ TYPE OF HEAT GA FA HW STEAM SPACE HTR. UNIT HTR. I^ OTHER GAS DESIGN ? CONVERSION MAKE y?? MAKE OF BURNER Model ,oG `.3 d`r « oc^-A Model Serial 6/f Max. BTU Rating INPUT OG ODD MAKE OF FURNACE Model NTROLS .40 THERMO T- Heg t l ? jl? Vent Size 7 0 r Volvo Jrv ! - KIND OF LIN R SIZE NONE Limit L? Draft Hood RegulaTor Limit Setting 7 C, Fi Iters Size Number Fan Setting Chimney Location Inside Outside O4 /e ??? Chi C i rnt Pilot Type mney onstruct on Pilot Make Pilot Model . Smoke Bomb Wiring Pilot Timing] 7SpC0N ? Draft 10. Test Tog L.W. Cut Off Door Pressure Lighting Inst. Yes Pressure J1' D Percent C0 Date Tested 2 Input CFH 090 Percent 02 Company Testing -• Percent CO Sta k Te • t Name of Test l ?r ..r G mp. c Form 235 a-,.7 i3- 119-I HOUSE HEATING TEST RECORD f P v 1/U7 st'l' Ar?f ADDRESS APT. -FLOOR ?-- CITY BURB . SU OCCUPANT e A OWNERX• 4 ?A? ?? "S40 1- 1 HEAT LOSS --DPT.E HTG. INST. GAS CO. METER BADqE SOLD BY ?a P? f INSTALLED BY _ Electrical Work By Gas Line By A&W fL TYPE OF HEAT GA FA HW STEAM SPACE HTR. UNIT HTR.X OTHER GAS DESIGN MAKE 8Mt MAKE OF BURNER _ Model t -v*"Pr'?r+r Model Serial J-16 A 0`4600" Max. BTU Rating - INPUT pop MAKE OF FURNACE CONTROLS THERM T9T ht Heat Plug 0r" Va (ve Limit Limit Setting Fan Setting ~ Pilot Type 704to.- l ?O4 D Pilot Make Ar A.0 Pilot Model Pilot Timing zo,* s L.W. Cut Off Pressure J-0 Percent C02 s 4 Input CFH d 7 Percent 02 Stock Temp. Percent CO Model CONVERSION Vent Size KIND OF LIXR. v f SIZE NONE Draft Hood Regularor Fi Iters Size Number Chimney Location Inside Y Outside Chimney Construction Smoke Bb Wiring Q.' Draft s/ • ' Test Tag S Door Pressure Lighting Inst. AM 2 ?? • Date Tested Company Testing Name of Tester 40 &4,P'r Form 235 HOUSE HEATING TEST RECORD oaf ?3?G ADDRESS r APT. FL00$--?-- 'CITY SUBURB OCCUPANT N0/v e OWNER R• A" / rl/?scsti HEAT LOSS DATE HTG. 1f!ST. GAS CO. METER BAD E # SOLD BY , Q A /C 11'IfC/6ianlC=? INSTALLED BY Alelo /C Electrical Work By Gas Line By TYPE OF HEAT GA FA HW STEAM SPACE HTR. UNIT HTR. OTHER GAS DESIGN MAKE MAKE OF Model / Model Serial d1 'r -j 17 -5 I Max. BTU INPUT 04 4, OmO (?• • MAKE OF BURNER Rating - FURNACE CONVERSION Model ONTROLS Ae THERMOSTAT Heat Plu Vent Size IZF NONE Valve KIND OF LI - Limit a Draft Hood Regulator Limit Setting Filters Size Number Fan Setting DP/ / a? a? Chimney Location InsideItg!'_ Outside Pilot T pe CEX- Chimney Construction y Pilot Make ?1' yat Pilot Model r- Z ?/ Smoke Bom Wiring Vs '* Pilot Timing ?? ? Draft, Test Tag L.W. Cut Off Door Pressure Lighting Inst. ?S Pressure J• 01 Percent C0 • Date Tested '7r Input CFH-99-47 2 Q Percent 02 Company Testing Stack Temp. Q Percent CO Name of Tester Form 235 HOUSE HEATING TEST RECORD ?ala ,--; ,Fzd ADDRESS s le1 S? 41l APT. FLOOR CITY SUBURB ?? OCCUPANT A? 2jwe OWNER 1I ?• OAXLE7 HEAT LOSS DATE HTG INST METER BADGE G CO SOLD BY A &V t psh . . G Arch rC . AS INSTALLED BY Electrical Work By Gas Line By oON0-Cflt TYPE OF HEAT GA FA HW STEAM SPACE HTR. UNIT HT-R. OTHER GAS DESIGN MAKE MAKE OF Model Aso -it 1&1 s Model - Serial Max. BTU INPUT At.eeJ 42420 dff+ 7FIff. MAKE OF Model - CONTROLS Rr THERMOSTAT Heat Plup Vent Size Valve " 0114's KIND OF LINER SIZE NONE Limit Draft Hood Regulator Limit Setting Filters Size Number JZA- t Fan Setting wit ?' " ? Chimney Location Inside Outside Pilot Type e1/;+ a ' Chimney Construction Pilot Make rV.In 7 Pilot Model 7--'s q Smoke Bomb Wiring Pilot Timing R Draft Test Tap Ile L.W. Cut Off Door Pressure Lighting Inst. p Pressure `11..Z Percent CO n Date Tested 04 2 Input CFH Jur Percent 02 ;?•-1 Company Testing " ' Stack Temp.d Percent CO Q Name of Tester BURNER CONVERSION Rating - FURNACE Form 235 •? L HOUSE HEATING TEST RECORD ?a ??- ADDRESS APT.-? O ?° R n • FjL" 00J CITY SUBURB OCCUPANT OWNE HEAT LOSS DATE HTG. INST. ! ~#?•7 GAS CO. METER BADQ E es(ic ,PC SOLD BY &A,tl jl C &&411 INSTALLED BY ibOf Electrical Work By Gas Line By a Pte{ f/? N"// TYPE OF HEAT GA FA HW STEAM SPACE HTR. UNIT HTR._X_OTHER GAS DESIGN MAKE MAKE OF BURNER _ Model / fir/ s Model Serial A I Max. BTU Rating - INPUT MAKE OF FURNACE THERMOST Valve Limit Limit Setting Fan Setting _ Pilot Type --- Pilot Make _ Pilot Model _ Pilot Timing L.W. Cut Off CONTROLS CONVERSION Model f? Vent Size KIND OF LI ERA J f r E NONE Draft Hood es /it Fi Iters Size Number Chimney Location Inside Outside Chimney Construction //?? ?/ Aa Smoke Bomb Wiring Draft Test Tag Door Pressure Lighting Inst. ,V-es Pressure -4-04 Percent CO2 .y? Date Tested W• 7.1 9 Input CFH Of" - Percent OZ ! • Company Testing Stack Temp. Percent CO 10 Name of Tester Form 235 HOUSE HEATING TEST RECORD ADDRESS 1/4?.7..Jr APT. FLOOR CITY SUBURB . OCCUPANT &atMe OWNER HEAT LOSS DATE H?TG. INST. GAS CO. METER BADGE SOLD BY &?,p fits-'?%,eh INSTALLED BY ?0 t Electrical Work By Gas Line By Dd & e r I we MrPdth TYPE OF HEAT GA FA HW STEAM SPACE HTR. UNIT HTR.OTHER GAS DESIGN MAKE A P V& od 't' MAKE OF BURNER _ Model A ki •,tIA Model Serial Max. BTU Rating - INPUT d??r%• MAKE OF FURNACE Model CONTROLS THERMOS AT Heat Plug Volvs Limit Limit Setting Fan Setting Pilot Type pAr/IfEiCOdiS/Llr Pilot Make 0Anar?A Pilot Model .9 g? Pilot Timing 6 L.W. Cut Off N Vent Size KIND OF LINERS SIZE NONE 4 Draft Hood Regulator Fi Iters Size Number Chimney Location Inside A- Outside Chimney Construction Smoke Bomb Draft Door Pressure Wiring 40, /1 .Test Lighting Inst. Pressure if Percent CO 2 Si 40 Date Tested & - ':• Input CFH d Percent 02 ?• Company Testing djo, Staek Temp. s? Of CO n Name of Tsstsr CONVERSION Form 235 HOUSE HEATING TEST RECORD /Q ?? • ADDRESS APT. - F 00 CITY SUBUR B OCCUPANT NO P OWNER • ' c.I -S 001 HEAT LOSS DATE HT tG INST. 07A2 GAS CO. METER BADE SOLD BY ?pf?I , ?S ? C App INSTALLED BY + -2 Electrical Work By Gas Line By 0'Nr is TYPE OF HEAT GA FA HW STEAM SPACE HTR. UNIT HTR. X OTHER GAS DESIGN CONVERSION MAKE MAKE OF BURNER Model L' fl.f , ew ? Model Serial X . Max. BTU Rating INPUT Qr ?? MAKE OF FURNACE Model _CONTROLS ?? THERM 5TA7 Heat PIfl?? Vent Size - , Valve r KIND OF LI R AL rsL SIZE NONE Limit X a? Draft Hood 't - Regularor Limit Setting Filters Size Number Fan Setting Lf Chimney Location 19side0ujside At I Pilot Type pP0), G Chimney Construction Pilot Make P 't Pilot Model 41 Smoke Bo b Wiring Pilot Timing 7e s~#y S Draft ;+ * Test Tag YeS L.W. Cut Off+f Door Pressure Lighting Inst. Pressure ? Percent CO2 16 Date Tested??w r Input CFH Percent 02 Company Testing C ?C Stack Temp. Percent CO 40 Name of Tester Form 235 " C`Q i3 -o4rJd/ ?? / Jf HOUSE HEATING TEST RECORD p!Q f ADDRESS b fw APT. -?F OR CITY SUBURB , OCCUPANT a f _ OWNER n• ?/Oh ? s 0,05 HEAT LOSS ATE Hj?jj. IN ? GAS CO. METER BA GE SOLD BY CIA{/ 10S ?/? 17NC ??d7/C INSTALLED BY 41* FS C Electrical Work By Gas Line By 'GI!! e°.t /C TYPE OF HEAT GA FA HW STEAM SPACE HTR. UNIT HTR. >S OTHER -f AS DESIGN MAKE f 'O? MAKE OF Model a? a -J sj.1 L r --, Model - Serial V6 Max. BTU JY 4.7,.7 4F INPUT -7'0 0 d 0 G MAKE OF Model Valve K e 'V y "r Limit kpa* - Limit Setting /740 Fan Setting 00 ¢ 1 Pilot Type d if Pilot Make I" Pilot Model C .t Pilot Timing 21 L.W. Cut Off j r Pressure ? Percent CO 2 wf Input CFH Percent 02, a ' ~ 7 Percent CO Stack Temp. BURNER CONVERSION Rating - FURNACE Q h Vent Size 1 KIND OF LI R /Gltf/Ka? /r'iT SIZE NONE Draft Hoods Regularor Filters Size Number Chimney Location Inside ' tsid 7 A Chimney Construction S F.- r7 Smoke Bomb Wiring Draft a le Test Top ADS Door Pressure Lighting In.t...Mys Date Tested Company Testing ik?nrz ? Name of Tester Form 235 ),3 t9t9d Patt HOUSE HEATING TEST RECORD ADDRESS W OR -CITY APT. - SUBURB ___ ? ? ' ? OCCUPANT OWNER K' `?? '? ? HEAT LO55 INST A TE HT "7 A ' . . N f GAS CO. METER B ; S SOLD BY • G'?Ji f C fC INSTALLED BY `" ; Electrical Work B 0 r taS G Gas Line B y y TYPE OF HEAT GA FA HW STEAM SPACE HTR. UNIT HTR. OTHER 1 Fp AS DESIGN CONVERSION MAKE MAKE OF BURNER CEO ~ `' ? er, ; Model Model e. Serial - v ' Max. BTU Rating INPUT '08A ®4 MAKE OF FURNACE Model /t CONTROLS Ye S_ THERMfX Tlr* ?t" Fjgft PJiug Vent Size Valve n O KIND OF LIt ,R CAN$ SIZE NONE Limit PL Draft Hood Regulator Limit Setting 17d Filters Size Number Fan Setting y- ed Chimney Location I side/ t Qosid Pilot Type ?? Chimney Construction J R Pilot Make Pilot Model JT 1; Smoke Bomb Wiring GJ Pilot Timing 7-6 ? Draft 2% Test Top L.W. Cut Off Door Pressure Lighting Inst. - 3 11 0 , Pressure _-q Percent CO2 ? Date Tested P` .' - Input CFH d 0 Percent 02 • Company Testing . OA Stock Temp. Percent CO 49 Name of Tester Form 235 HOUSE HEATING TEST RECORD ?Ctc?G-I-) On ADDRESS APT. FLOPR C?TY -SUBURB OCCUPANT k_L OWNER h 1` A) U HEAT LOSS DATE HTG. INST. GAS CO. METER BADG # ?t SOLD BY r .. ?` " - INSTALLED BY t Electrical Work By i :3 .,qt \ _..". Gas Line By TYPE OF HEAT GA FA HW STEAM SPACE HTR. UNIT HTR. OTHER GAS DESI? MAKE % ^?-?.f ;' MAKE OF Model ! `7 / G! Model - Serial C Max. BTU _Ij INPUT 3 -7 G F MAKE OF CONTROLS THERMOSTAT Heat Plug `<-•y Valve 3 Limit : AS I" Limit Setting T Fan Setting .*; Pilot Type Pilot Make _-e- Pilot Model 1 " Cr Pilot Timing = - L.W. Cut Off ?.. Model BURNER CONVERSION Rating - FURNACE Vent Size KIND OF LINER SIZE NONE Draft Hood 2 i ij' LAA Regularor - ! t Fi Iters Size4 V X 2-S K I Number Chimney Location Inside k Outside Chimney Construction V%. ?-' Smoke Bomb Wiring Droft Test Door Pressure Lighting Inst. Pressure Percent CO2 / Date Tested Input CFH Percent 0 -7' 2 f Company Testing Stock Temp. ` i Percent CO Name of Tester Form 235 HOUSE HEATING TEST RECORD ADORESS f i. • • ?1 APT. FLpOR CITY OCCUPANT ?- ^ N 5.,? T? ?l i^ C v OWNER C.. T{ HEAT LOSS t? DATE. HTG. INST, . GAS CO. METER BAD E ? C SOLD BY ? _ - • INSTALLED BY 1-- s S Electrical Work B y t?l ?"` ? ?. ,._ ?'s- _ = r Gas Line By TYPE OF HEAT GA FA ?HW STEAM SPACE HTR. UNIT HTR. OTHER GA ESIGN MAKE r? Model ?.. MAKE OF BURNER Model CONVERSION Serial Max. BTU Rating INPUT 2- 5 MAKE OF FURNACE - Model CONTROLS -? ( f ?• THERMOSTAT Heat Plug Vent Size S Valve ?- KIND OF LINER r - NON G? SIZE _ Limit Draft Hood 4 Regulator c Limit Setting Filters SiXj2ullls]L Plumber f Fan Setting Q Chimney Location Inside Outside Pilot Type Chimney Construction Pilot Make Pilot Model t- C/+ Smoke Bomb Wiring Pilot Timing ?• '? Draft 1 Test Tag L.W. Cut Off Door Pressure Lighting Inst. Pressure ` Percent C02 Date Tested f? Percent 0 Input CFH 3' Company Testing r 2 Stack Temp- 4 y Percent CO Name of Tester fi Form 235 ,,.Q h (_?, Far 9 . O)r HOUSE HEATING TEST RECORD ADIJRESS3LG 7 APT. FLOOR CITY SUBURB OCCUPANT N _ OWNER HEAT LOSS DATE HTG. INST. GAS CO. METER BADG SOLD BY ?s INSTALLED BY Electrical Work By Gas Line By TYPE OF HEAT GA FA ,l'` HW STEAM SPACE HTR. UNIT HTR. OTHER GAS SIGN MAKE ?L _'•-"- ° MAKE OF BURNER _ Model rf 4 - Model f 4Z el) c% Serial Max. BTU Rating - INPUT !r ` MAKE OF FURNACE f CONTROLS THERMOSTAT Heat Plug t Volvo 14,11 Limit Limit Setting Fan Setting Pilot Type Pilot Make Pilot Model Pilot Timing L.W. Cut Off Model CONVERSION Vent Size KIND OF LINER ONE Draft Hood A ` L egularor Filters Size = = r Number Chimney Location Insid X Outside Chimney Construction • 1-' Smoke Bomb _ Draft Door Pressure Wiring Test ' Lighting Inst. u, Pressure Percent CO2 `7' , Date Tested 7 Input CFH Percent 02 Company Testing - Stock Temp- ? Percent CO Fes- Name of Tester Form 235 HOUSE HEATING TEST RECORD (fa- ADDRESS APT. FLOOR, CITY SUBURB` LOCCUPANT T ` • - C_' OWNER-? HEAT LOSS DATE HTG. INST. AS CO. METER BADrrE # 46 _.2 SOLD BY INSTALLED BY t Electrical Work By Gas Line By -: TYPE OF HEAT GA FA HW STEAM SPACE HTR. UNIT HTR. OTHER GAS-WIGN MAKE MAKE OF BURNER CONVERSION Model?j `' '4 U Model Soria l Max. BTU Rating INPUT ?- MAKE OF FURNACE _ CONTROLS T ? THERMOSTAT Heat Plug Valve " I - Limit Limit Setting r ? Fan Setting r n * s: Pilot Type i Pilot Make e ' {7- L Pilot Model 4 ?- Pilot Timing L.W. Cut Off Model Vent Size I "I KIND OF LINER SIZE ?NON? Draft Hood `Regularor Filters Size I Npmber Chimney Location Inside _ Outside Chimney Construction Smoke Bomb ... Wiring Draft Test Tag Door Pressure Lighting Inst. Pressure Percent C02 Date Tested Input CFH `- Percent 02 Comp6ny Testing Stack Temp. - J Percent CO Name of Tester Form 235 CITY OF EAGAN Remarks Addition EAGAP' 1 INDUSTRAIL PARK Lot Owner treet X107 %..,, } hi!l. . /! 1 Parcel 10 22480 020 01 State Eagan, MN 55122 Improvement Date Amount Annual Years Payment Receipt Date STREET SURF. 1983 31,425.28 3142.53 10 STREET RESTOR. GRADING SAN SEW TRUNK 607.0 20.24 0 * SEWER LATERAL 1,3.470.95 896.77 1 WATERMAIN * WATER LATERAL & area 1974 1 * WATER AREA 1974 STORM SEW TRK 197 4,263.48 284.2 1 STORM SEW LAT 1977 15 CURB & GUTTER SIDEWALK STREET LIGHT WATER CONN. BUILDING PER. SAC 1365.52 assessed - 19 4 1 Yr. PARK - = r CITY OF EAGAN 3830 Pilot Knob Road, P.O. Box 21.199, Eagan, MN 55121 11 r PHONE: 454-8100 BUILDING PERMIT Receipt # To be used for R.'TE&IOR IMP Est. Value $188,000 Date NOV 22 19P, Site Address 3107 31DLEY ;-T- DII.AL WY Lot Block 1 Sec/Sub. "GAN 13 IND PK Parcel No. Name R L 301050H iNY83Tlom co, = Address 701 Dn'KTUR AVE N #107 o City L VALLEY Phone 541-1970 c Name SAME 0 0 Address P City Phone VW Name W W Address W City Phone I hereby acknowledge that I have read this application and state that the information is correct and agree to comply with all applicable State of Minnesota Statutes and City of Eagan Ordinances. Signature of Permittee OFF ICE USE ONLY On Site Sewage Occupancy MWCC System Zoning On Site Well (Actual) Const City Water (Allowable) PRV Required * of Stories Booster Pump Length Depth S.F. Total Footprint S.F. APPROVALS Engr./Assess. Council Bldg. Off. Variance FEES Permit Surcharge Plan Review SAC, City SAC, MWCC Water Conn. Water Meter Road Unit Treatment P1 Parks TOTAL 560.00 t'r A) A Building Permit is issued to:_ on the express condition that all work shall be done in accordance with all applicable Slate of Minnesota Statutes and City of Eagan Ordinances. Building Official -- 1,384.0E Permit No. Permit Holder Date Telephone Plumbing Q ?g?O ?- 1? X11 f? ?y Electric Softener Inspection Date Insp. ` Comments Footings l Footings II Foundation Framing y3kg W,8 ???lr?g8 uJ,B Roofing _ Rough Plbg. ,? t?5/ Rough Htg. f p L/6 Isul. Fireplace Final Htg. Final Plbg. d // g?8p ?c/YV WQ W Bldg. Final Cert. Occ. Temp. LP Deck Ftg. Deck Final Well Pr. Disp. .a +i- (Infif trade of C1rruv my aCitp of (Eagan pippartmM of "hwo IniWertim This Certificate issued pursuant to the requirements of Section 306 of the Uniform Building Code certifying that at the time of issuance this structure was in compliance with the various ordinances of the City regulating building construction or use. For the following: use eless d.. Iffik CR DIROVEMM Bldg. Ltrmit No. 15895 Occupancy Type B2/H2 Zoning Donct Type Cont. ?t Owner of Bumiq RL JCI$1 INVESIIiM Address 701 UMAW AVE N: R 107, GLEN VILY Buildigg Address too uty L2, B1, EWM 13 DO PK u.u:y IM30a 19n POST IN A CONSPICUOUS PLACE #1f) 12 3, - d G f9130 PILOT Site m Name F- Address c City : Phone Name C Address 3 p City ii?hone p?? r PERMIT # Z/s PLUMBING PERMIT CITY OF EAGAN RECEIPT # KNOB ROAD, EAGAN, MN 55122 DATE: ?, -- G FEES COMM/IND FEE - 1% OF CONTRACT FEE APT. BLDGS - COMM RATE APPLIES TOWNHOUSE & CONDO - RES-RAE APPLIES 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) FOR: CITY OF EAGAN % e ? . /0-174,r BLDG. TYPE WORK DESCRIPTION Res. New Mult. Add-on' Comm. Repair Other RES. PLBG. ONLY - COMPLETE THE FOLLOWING: NQ. 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. - $10.00 Rough Openings - $1.50 FEE: ' STATE S/C: GRAND TOTAL 7 ?`' PERMIT # PLUMBING PERMIT RECEIPT # CITY OF EAGAN . 3830 PILOT KNOB ROAD, EAGAN, MN 55122 DATE: "` h } CONTRACT PRICE: PHONE: 454-8100 Site Address Lot /Block Sec/ Sub Name Address V U3 City Phone Name C Address p City Phone FEES COMM/IND FEE - 1% OF CONTRACT FEE APT. BLDGS - COMM RATE APPLIES TOWNHOUSE & CONDO - RES. RATE APPLIES 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) SIGNATURE OF PERMITTEE f r L!-- L r FOR: CITY OF EAGAN BLDG. TYPE WORK DESCRIPTION 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 _ f 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. - $10.00 Rough Openings - $1.50 FEE: - STATE S/C: GRAND TOTAL ` -" Site Address ,' ' Lot Block m Name _ Address c City - MECHANICAL PERMIT CITY OF EAGAN 3830 PILOT KNOB ROAD, EAGAN, MN 55121 Name c Address ? 'w 6 City [ 'J -/?: f fC Phone TYPE OF WORK Forced Air M BTU Boiler M BTU Unit Heater M BTU Air Cond. M BTU Vent CFM Gas Piping Outlets # T Other FEE- S/C: TOTAL:- PERMIT PERMIT # f a RECEIPT # DATE: BLDG.TYPE Res. M ult Comm Other WORK DESCRIPTION New LI/ Add-on Repair FEES RES. HVAC 0-100 M BTU -$24.00 ADDITIONAL 50 M BTU - 6.00 ADD-ON AIR COND. 0-24 BTU - 12.00 ADDITIONAL 6 M BTU - 6.00 GAS OUTLETS - 1.50 EA. COMM/IND FEE - 1% OF CONTRACT FEE MINIMUM - RESIDENTIAL FEE - 10.00 MINIMUM - COMM/IND FEE - 20.00 STATE SURCHARGE PER PERMIT - .50 (ADD $50 S/C IF PERMIT PRICE GOES BEYOND $1,000.00) SIGNATURE OF PERM TTEE FOR: CITY OF EAGAN CITY OF EAGAN 3830 Pilot Knob Road, P.O. Box 21-199, Eagan, MN 55121 PHONE: 454-8100 BUILDING PERMIT Receipt # To be used for TNRUMM lwww r Est. value laAA_nn nnta -TV bra ley ?iU 3 Site Address 3107 SIBLLY isL bYY _ Lot 2 Block _I Sec/Su OFFICE USE ONLY Parcel No. PARK Occupancy FEES Zoning - W Name WATER HEATER ILOIMT10Ilffa (Actual) Const Bldg. Permit 21.00 Address 3107 SIBLEY M.WRIAL RWT (Allowable) ? o Surcharge ? City EACAN Phone 686.8627 k of Stories Plan Review Length p Name WASHTOCK CONSTRUCTION INC Depth Cit SAC Address 9361 PENN AVE 8 S.F. Total , y City NU MIMIb"rOM Phone SW5246 S.F. Footprints SAC, MCWCC t C W On Site Sewage a er onn w W Name On Site Well W M i Address MWCC System ater eter < W City Phone City Water Acct. Deposit PRV Required SM Permit I hereby acknowlege that I have read this application and state that the Booster Pump S/W Surcharge information is correct and agree to comply with all applicable State of Minnesota Statutes and City of Eagan Ordinances. Treatment PI Signature of Permitee APPROVALS Road Unit A Building Permit is issued to: WASHTMK COMIST = Planner Park Ded. on the express condition that all work shall be done in accordance with all Council -- applicable State of Minnesota Statutes and City of Eagan Ordinances. Bldg. Off. Copies Building Official Variance TOTAL 21.30 Permit No. Permit Holder Date Telephone #f WATHA SEW€R PLUMBING H.VAC. ELECTRIC Inspection Date Insp. Comments Footings I Foundation Framing 1711?1 11LJ Roofing Rough Plbg. Rough Htg. Isul. Fireplace Final Htg. Orstat Test Final Plbg. Plbg. Inspector- Notify Plumber Const. Meter Engr./Plan Bldg. Final G?aa D u/O Deck Fig. Deck Final Well Pr. Disp. 1 tic" &r ifiratr of (Orrupattry Citp of (gagan Epp n M of WuQfttg JWertion This Ceriffua le issued pursuant to the ragairemems of Section 306 of Me Uniform Building Code cerdf*g that at the time of issuance tliissbucture mw in compliance with the mrious ordinanm of the Cq re mkdng building oonouc ion or use For the following: uye CM2=Al. M. IlMER.-MM, HM. IlL4L. rN,, 19262 Owr--Y TyPe zGmqg DWAM Typo cCaV=- POST M A CONSPICUOUS PLACE Receipt PLUMBING PERMIT Permit No.? CITY OF EAGAN Fee / r, Fill in numbered spaces S/C Type or Print legibly Tot. r 1. Date Installation Cost Y EMf'`` 13 3. Job Address _/07 547/e /'*14Lot Blk. Tract 4. Owner 5. Contractor .,4 2 . Phone S 6. Address 7. City ?f 6f pi State ,;"",/ Zip .8. Building Type: Residential ? Commercial 51 Institutional ? 9. Work Description: New ? Add ttl Alter ? Repair ? 10. Describe 11. No. Fixtures Water Closet No. Fixtures Cesspool/Drainfield Bath tubs Septic Tank Lavatory Softner Shower Well Kitchen Sink Urinal/Bidet Other Laundry Tray Floor Drains Drinking Ftn. Slop Sink Gas Piping Outlets 12. 1 hereby certify that the above information is true and correct, and I agree to comply with all ordinances aftd codes go!?rhing this type of work. Signed : for Rough Final Inspections: Date1-C X.I;" Insp.,ga_ Date -a7 - nsp. ?7E), This is your permit when numbered and approved. Approved CITY OF EAGAN 454-8100 Receipt MECHANICAL PERMIT Permit No. CITY OF EAGAN Fee Fill in numbered spaces S/C Type or Print legibly Tot. 1. Date 2. Installation Cost 3. Job Address Lot Blk. Tract 4. Owner 5. Contractor 6. Address K 7. City Phone State Zip 8. Building Type: Residential ? Commercial la, Institutional ? 9. Work Description: New ? Add 13 Alter ? Repair ? 10. Describe 11. Type No. Equipment BTU - M. Ea. Forced Air No. Equipment CFM Mfg. Air Handling: Boilers Mfg. Mech. Exhaust Unit Heater Mfg. Oth t Air Cond. er Mfg. Gas, Piping Outlets ??ECIi=rntii --T-1pa7 c. it 3iC3 s,-J,itLi< 12. 1 hereby certify that the above information is true and correct, and I agree toy comply with all ordinances and codes governing this type of work. Signed : for Hough Final Inspections: Date Insp. Date Insp. This is your permit when numbered and approved. Approved CITY OF EAGAN 454-8100 i J S? ?/?? f A EAGAN TOWNSHIP BUILDING PERMIT Owner ? ?' ?C V Address (present)7 0. ..... :..:}7.. -------?r--?- .27i`d Builder --------- .------------------------------------------------ .---------------------- .---------- .... Address ......................................... ................... ................-........_---- DESCRIPTION e v N° 2907 Eagan Township Town Hall Date ..? ................. Stories To Be Used For Front Depth Height Est. Cost Permit Feel Remarks ef7S•So a 37•,r'a /? s v Lo -.mss - 7 2_ LOGAT1On O Street, Road or other Description of Location LOf Block I Adottion or -f-racf 2/a 7 V Z This permit does not authorise the use of streets, roads, alleys or sidewalks nor does it give the owner or his agent the right to create any situation which is a nuisance or which presents a hazard to the health, safety, convenience and general welfare to anyone in the community. THIS PERMIT MUST BE KEPT ON THE PREMISE WHILE THE WORK IS IN PROGRESS. ....... ................. ........................... _.._upon This is to certify, that..?_.......:.. ^-- .........................has permission to erect a...... the above described premise subject to the provisions of the Building Ordinance for Eagan Township adopted April 11. 1955. ............ _!q"`iv:?`..:`......_ ................ ............. Per ............-_...... 60 . Chairman of Town Boar Building Ing rotor CITY OF EAGAN ?~ N2 19262 4 3830 Pilot Knob Road, P.O. Box 21-199, Eagan, MN 55121 PHONE: 454-8100 BUILDING PERMIT 1 p 3 3 C y OQ4FRCIAL Receipt # - To be used for IN ERICR IMPRUVEMENf Est. Value $800.00 Date JUN 194E 17 Site Address 3107 SIBLEY MEMORIAL HWY Lot 2 Block 1 SBC/SUbLAGAN 13 INDUSTRI L OFFICE USE ONLY Parcel No. PARK Occupancy FEES Zoning X Name WATER HEATER INNOVATIONS (Actual) Const Permit 21.00 Bldg Address 3107 SIBLEY MEMORIAL HWY (Allowable) . 50 a City EAGAN Phone 688-8827 x of Stores Surcharge • Plan Review Length o Name WASHTOCK CONSTRUCTION INC Depth SAC Cit aG Address 9361 PENN AVE S S.F. Total , y of City BLOOMINGTON Phone 888-5248 S.F. Footprints SAC, MCWCC W C On Site Sewage ater onn s w Name On site well I ua Address MWCC System - Water Meter <w City Phone City Water Acct Deposit PRV Required S/W Permit I hereby acknowlege that I have read this application and state that the Booster Pump S/W Surcharge information is correct and agree to comply with all applicable State of Minnesota Statutes and Ciry of gan Ord_ inar)ces. A I Treatment PI ? Signature of Permitee V APPROVALS Road Unit A Building Permit is issu to: WASHTOCK CONST INC Planner Park Dad. on the express condition that all work shall be done in accordance with all Council applicable State of Minnesota Statutes and City of Eagan Ordinances. Bldg. Off. Copies / I .labq OAItj D Building Official Variance TOTAL L1.50 CITY OF EAGAN r 3830 Pilot Knob Road, P.O. Box 21-199, Eagan, MN 55121N? 15895 ' PH ONE: 454.8100 BUILDING PERMIT Receipt 4, To be used for INTERIOR IMP Est.Value $188,000 Date NOV 22 ,1988 Site Address 3107 SIBLEY MEMORIAL HWY Lot 2 Block I Sec/Sub. EAGAN 13 IND PK Parcel No. W Name R L JOHNSON INVESTMENT CO, INC Address 701 DECATUR AVE N #107 City COIDEN VALTEYPhone 541-1970 alName SAME 0 o a Address u City Phone r? w m Name z i a Address 5w City Phone I hereby acknowledge that I eve read is application and state that the information is correct and r to c ply with all applicable State of Minnesota Statutes and Fo: an rdinanc s. Signature of Permittee A Bu ilding Permit is isL JOHNSON INVESTMENT on the express condition that all work shall be done in accordance with all applicable Slate of Minnesota Statutes and City of Eagan Ordinances. yry? p - Building Official 4&a -A OFFICE USE ONLY On Site Sewage _ Occupancy B-2 H-i MWCC System Zoning On Site Well (Actual) Const City Water (Allowable) PRV Required # of Stories Booster Pump Length Depth S.F. Total Footprint S.F. APPROVALS FEES Engr./Assess.. Permit 860.00 Planner Surcharge 94_00 Council Plan Review 440.00 Bldg. Off. _ SAC, City Variance _ SAC, MWCC Water Conn. Water Meter Road Unit Treatment Pt Parks TOTAL 1,384.00 CASH RECEIPT CITY OF EAGAN 3795 PILOT KNOB ROAD EAGAN, MINNESOTA 55122 DATE rxoM AMOUNT $? 4_DOLLARS CASH CHECK eo V 3141 i/ Thank You BY No 6 3 0 8 4 White-PeYe<5 COPY Yellow-Posting COPV Pink-File COPY This request void 18 montYs from 0-0 ® 7 3 19 2 ,??n l3 .0111 ?a??' Request Date Fire No ( Y Rough-'n Inspertion Regmre ' ?Reatly Now ill Notify Insper -t7 IOC?T es ?Nq Ior When Readv R?Licensed Electrical Contractor 1 hereby request inspection of above n Owner electrical work installed at: Street Addres Box or Route No. city zia3"f Nils S? (?+ Alj Section No. Township Name or No Range No. County ,?iQ• re? OLC.pam (PRINT) Phone No. Power Supplier Address Elect I Contractor (Company Name) Contractor s License No. 4z?z fir,; ? Mailing Address (Contractor or Owner Ma-m Installation) -7f!5;7-4- ??? y d Signal. on actnz Owner Making Installation, iz e Phone Number ??j ff ?? v-v_ ^ lid / rvv? MINNESOTA STATE BOARD OF ELECTRICITY 1H15 lrvsrec nun ncu.w- .-I' Bldg. - Room N-191 BE ACCEPTED BY THE STATE BOARD Griggs-MidweV UNLESS PROPER INSPECTION FEE IS 1821 University Ave.. St. Few. MN 65104 ENCLOSED. Phone (612) 642-0800 REQUEST FOR ELECTRICAL INSPECTION Ee?-0!0001-06 See instructions for completing this form on beck o1 Yellow cop V. ? woo ??0 t 73'9 2 "x- Below Work Covered by This Request Add ReO TYW o1 Builtling Appliances Wired Equipment Wired -1 --I Hnme Ranee Temoorarv Service ectric Air Conditioner a r Fee rSeryice Entrance Size it Fee FaedersrSubleaders N Fee Circuits U to 200 Amps 0 to 30 Amps l 0 to 30 n A is Above 200 Amps 31 to 100 Amps 31 to 100 'Amps Swimming Pool Above 100Amps Above 100_A tops Transformers Irrigation Booms Partial Other Fee Signs special Inspection OTAL (A G Remarks Zd Rough-in ?/ l i`„ • ? to the Ele cal Inspector, hereby car fly that the above Final ? F /r pate _ spection has been made. This request Vold 18 months from Request ate - N Fire l Roug_-in Ins uection Regmred? ,,{{ Ready Nuw yaWill Notify Insper X /- U Yes E] NO /- for When Ready LRJ K icensed Electrical Contractor 1 hereby request inspection of above Owner electrical work installed at: Street Address. Be. or Route No. City /// 310 S1 G? fmc2/.4G li- s ecuon NO. Township Name or No. Range No. County OccuPant IPRINTI Phone NO. TZ ; G , fNusa.1J v .3 ,tr r? &4;76 Power SupPlier Address 10.5p Ave ompany Name) Electrical Contractor lC Contractor's License No. Co ? C Mailing AddreSS ICOptrd VtOr or Owner Making Insta ilationl 19 Authorized Sign ore (Contractor/Owner Making Installation) Phone Number Aga -3ss? MINNESOTA STATE BOARD OF ELEOIRICITY THIS INSPECTION REQUEST WILL NOT Griggs-Midway Bldg. -Room N•1BYYYYYY BE ACCEPTED BY THE STATE BOARD 55104 UNLESS PROPER INSPECTION FEE IS 1821 University Ave.. St. Paul. MN ENCLOSED. ow,...e re»r ae?-noon REQUEST FOR ELECTRICAL INSPECTION EB-00001-06 r i 'Sea instructions for completing this form on back of yellow copy. E - 4 2 5 - ,.X.. Below Work Covered by This Request New Add Rep. Type of Building Appliances Wired Equipment Wired Home Range Temporary Service Duplex Water Heater Lighting Fixtures Apt. Building Dryer Electric Healing Commercial Bldg. Furnace Silo Unloader Industrial Bldg. Air Conditioner Eulk Milk Tank Farm other peo v One, IS,,x,fyl t a ueci fy Other 011-ier Compute Inspection Fee Below p Fee Seryice Entrance S iie P Fee Faeders/Subfenders g Fee Circuits 0 to 200 Amps 0 to 30 Ames to 30 Am Above 31 to 100 Amps 31 to 100 Amps Swimming Pool 1 95-- bove 100_Amps Above 100_Ampy Transtormers Irrigation Booms Partial-'Other,Fee, ISigns ' I (Special Inspection S 94 / i Renurks -I '90 40TAL FEE L 010 WaRK ' Clj SiWl6E ` G0Yt0O E` Rough- in O1 the Electrical 7 napectin. hereby, certify that the above Final _ A d spaction has been fro. q ? ?2342 r? Requesi Date Fire Rough-in Inspection ,y,?? G Ready Now XANII Notify Inspector Required? 3 - /17 - D 0 Yes v ,g No When Ready? ]A licensed contractor ? owner hereby request inspection of above electrical work at: Job Address (Street. Box or Route NoJ City 3147 .SI,eLE fnzo?ii7t ?i Section No Township Name r No. Pangs No. County D Occupant (PRINT) Phone No. Power Supplier S//J Address QUO ?OGK Electrical Contractor ICon-party, Name] Contradicts License No. 5 /L ?G?GYZ2/ c p o 8 -3 Mailing Address 1Contractor or Owner Making Installation) a e ?s¢c/ Authorized Signature contractor/Owner Making Installation)) /? "9& 1?`-_ - 4? Phone Number X9a - MINNESOTA STATE BOARD OF ELECTF14ITY THIS INSPECTION REQUEST WILL NOT Griggs-Mldwsy Bldg. - Room S-173 BE ACCEPTED BY THE STATE BOARD 1821 Universily Ave., St. Paul, MN 55100 UNLESS PROPER INSPECTION FEE IS Phone (612) 602-0800 ENCLOSED. 3?a?/9o 3 342 REQUEST FOR ELECTRICAL INSPECTION ? See instluctions for completing this form on back of yellow copy "X" Below Work Covered by This Request Now Add Rep. Type of Building Appliances Wired Equipment Wired Home Range Temporary Service Duplex Water Heater Electric Heating Apt. Building Dryer Other (Specify) Comm./Industrial Furnace Farm Air Conditioner Other (specity) Coomaacctor§ Remarks: /049 ?(SGra'r//1¢l?f E1K11 /may Compute Inspection Fee Below: 5Q/yl/? e-e # Other Fee # Service Entrance Size Fee # Circuits/Feeders Fee Swimming Pool 0 to 200 Amps 0 to 700 Amps Transformers Above 200 Amps / Above 10 mps 3 7 °O Signs Inspectors Use Only: TOTAL . 3'0 Irrigation Booms So Special Inspection Alarm/Communication THIS INSTALLATION Y BE ORDERED DISCONNECTED IF NOT Other Fee COMPLETED WI 8 M T . r I, the Electrical Inspector, hereby Rough-in °?- oat certify that the above inspection has been made. F;nat r 1, oat OFFICE USE ONLY This request void 1B months from 441a11y0 F95' / 73865 1 C% Request Date ` Fire No. Rough-in Inspactlon Required? Ready Now ? Will Nobly Inspector ? Vas No When Ready? 1 licensed contractor ? owner hereby request inspection of above electrical work at: .lob Ack rem (Street, Box or Rohe No.) City Sooner, No. Township Name or No. Range No. County qkor) Occupan (PRINT) Phone No. UJ r?r szN o g 8- S'?a 1 Pgwer Supplier Address Electrical Contractor (Company Name) ContramrY Licerae No. 5 (r r Co. c, a56 Mailing Address (Contrador or Omer Making Installation) c 5 L1?T M r-n) OT' N 5 3S ?trLOT IZ1 c- S nN• 52c7 :homed nature (Contractor/Omer Making II lation) Phone Num er ? - o S(o3 MINNESOTA STATE BOARD OF ELECTRICITY THIS INSPECTION REQUEST WILL NOT Griggs-Midway Bldg. - Room S•170 BE ACCEPTED BY THE STATE BOARD 1821 Unhrerelty Ave., St. Paul, MN 66104 UNLESS PROPER INSPECTION FEE IS Phone(612)642-0800 ENCLOSED. REQUEST FOR ELECTRICAL INSPECTION I? 7 _O r ? See instructions for completing this form on hack of yeilm copy. 15 7 38 6 5 X" Below Work Covered by This Request kr% EB-0MM-0] 7"595 ew lctld Rep. Typeof Building Appliances Wired Equipment Wired r Home Range Temporary Service Duplex Water Heater Electric Heating Apt. Building Dryer Other (Specify) Comm./Industrial Furnace Farm Air Conditioner Other (specity) Contmctor5 Reonft Compute Inspection Fee Below., # Other Fee # Service Entrance Size Fee # Circuits/Feeders Fee Swimming Pool 0 to 200 Amps 0 to 100 Amps % ,QQ Transformers Above 200 Amps Above 100 Amps Signs Inspectors Use Only: TOTAL Irrigation Booms / - Special Inspection Alarm/Communication Other Fee I, the Electrical Inspector, hereby f Rough-in Date certi y that the above inspection has been made. Final Dale OFFlcE USE ONLY This request void 18 months from _ i 1\x`3.59 2006 COMMERCIAL BUILDING PERMIT APPLICATION City Of Eagan 3830 Pilot Knob Road, Eagan Mn 55122 Telephone # 651-675-5675 FAX # 651-675-5694 y • auucmrar rune W sera i • Civil Plans (2) • Certificate of Survey (1) • Code Analysis (1) •• • Project Specs (1) • Spec. Insp. & Testing Schedule " • Soils Report (1) • Meter size must be established • SAC determination - ca11651-602-1000 w (2) sets • Structural Plans r (2) .r6lviFftleae. (2) •-Landeespin9'Wans (2) .Gods Adlelysis (1) • Certlficale of Survey .* (1) • Spec. Insp.& Testing Schedule (1)" • d • Project Specs (1) (1) • 2Aaater-E t1l'i h (1) (1)... -SollrliteMrt (1) . CftCdeMMVffMWT-''SA'651-602-1000 • Code Analysis (1) " • Project Specs (1) • Key Plan (1) • Master Exit Plan (1) • Energy Calculations (1) not always" • Else. Power & Lighting Form (1) not always- • Meter size must be established-If applicable 1 1 J J • SAC determination-call 651-602-1000 Call MN Dept of Health at 651-215-0700 for details regarding food & beverage or lodging facilities. ** Contact Building Inspections for sample and if required *** Permit for new building or ds ditio° will not be processed without Emergency Response Site Plan. Date 0.:3 20010 Construction Cost ri7? 2 30. oc, t?E e 3 w Site Address ?fr3'TE4?K'? E A6PCe?yoct??*? 1 r t Unit/Ste # Tenant Name uvTTE¢ REpUEt2- 1tJrltTiAilon S Former Tenant Name ? Description of Work 145TALAZroJ of CrMEn)T 91009 NKtO rA t(Q;P.1RL CiLO WITH mA_TMJ 1t_ v 7 sT Property Owner FFr1T013 SJB PHQLrL Pt rLLC. Telephone#(314 )'93$-15 (5 C/o ColwyeltiGtH4 pi;J6toFNe?17 oMPfaN"1 2NC.- 'reNANj logi? l• .0'6? - s D?l Applicant is: O,v6er Contractor Contact #: ( ) _ Contractor \ * " UF5 i - - 1i Address City State Zip Telephone # ( )-•°°?' a i t ti # R Arch/Engir eg ra on s Address City State Zip Telephone # ( ) Licensed plumber installing new sewer/water service: Phone*. I hereby apply for a Commercial Building Permit and acknowledge that the information is complete and accurate; that the work will be to conformance with the ordinances and codes of the City of Eagan and the State of MN Statutes; I understand this is not a permit, but only an application for a permit, and work is not to start without a permit; that the work will be in accordance with the approved plan in the case of work which requires a review and approval of plans. _-.J?__fF SCJ-f OtiiVn( Applicant's Printed Name ZzZL &? A i is 1 true r + DO NOT WRITE BELOW THIS LINE Sub Types ? 01 Foundation ? 26 Public Facility ? 30 Accessory Building ? 14 Apartments / 27 CommerciaWndustrial ? 32 Ext Alt-Apartments ? 15 Lodging ? 28 Greenhouse ? 34 Ext Alt-Commercial ? 25 Miscellaneous ? 29 Antennae ? 35 Ext Alt-Public Facility ? 37 Nail Salon Work Types ? 31 New 13 35 Inl Improvement ? 38 Demolish (Interior) ? 44 Siding ep-'-32 Addition ? 36 Move Bldg. ? 42 Demolish (Foundation) ? 45 FireRepair ? 33 Alteration ? 37 Demolish (Bldg)" ? 43 Reroof ? 46 Windows/Doors ? 34 Replacement *Demolition (Entire Bldg only) - Give PCA handout to applicant Valuation Id OP Sft ova' Type of Const Width Plan Rev 100% ? 25% _ Occupancy U MCES System SAC Units -e-> Zoning Z City Water Nbr. of Units D Stories Booster Pump Nbr. of Bldgs Sq. Ft. PRV Length Fire Sprinklered Required Inspections Footings (new bldg) _ Fireplace - R.I. -A ir Test -Final Footings (deck) _ Insulation Footings (addition) _ Sheetrock Foundation _ Final/C.O. _ _ Drain Tile _? Final/No C.O. Driveway Apron _ Other Roof _ Ice Pr Decking Pool _ Ftgs _ Final Instill Air/Gas Tests _ Final - _ Framing _ _ - _ Siding _ Stucco Lath - Stone Lath - Final _ Windows N Final C/O Inspection: Sch edule Fire o Marshal to be present. _Yes _?6/ Approved By: Planning Building Inspector Base Fee Surcharge Plan Review SAC-MCES SAC-City SM Permit SM Surcharge Treatment Plant Treatment Plant (Irrigation) Park Dedication Trail Dedication Water Quality Water Supply & Storage (WAG) Financial Guarantee Storm Sewer Trunk Sewer Lateral Street Water Lateral Other Total Sewer Trunk Water Trunk G ?9 7r Z .? TO: TOM STRUVE, SUPERINTENDENT OF STREETS & EQUIPMENT LEON WEILAND, 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, CITY PLANNER PAUL HEUER, SYSTEMS ANALYST SCOTT PETERSON, BUILDING INSPECTOR TOM COLBERT, DIRECTOR OF PUBLIC WORKS DAVE WESTERMAYER, ENGINEERING TECHNICIAN FROM: CRAIG NOVACZYK, SENIOR INSPECTOR DATE: 03/29/2006 RE: PLAN REVIEW - STRUCTURAL SLAB & MATERIAL SILO 3107 SIBLEY MEMORIAL HWY The plans are in our plan review section for your review and comment. se Please return this form to my 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: Aeul,tw l?u??ik'r S?n yt .biz S?,EG. -5,y, Lz// I:Pi r.1 S/aI 'Sc rza-K 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 ? Yes ? No trail dedication ? Yes ? No tree dedication ? Yes ? No PRV Requiredr Signature Date CD/FORMS/BLDG INSP/PL AN REVIEW CRAIG N #37 ZONING? 1 1 METER SIZE REVISED 9- 02 MEMORANDCTM #37 TO: TOM STRUVE, SUPERINTENDENT OF STREETS & EQUIPMENT LEON WEILAND, 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, CITY PLANNER PAUL HEUER, SYSTEMS ANALYST SCOTT PETERSON, BUILDING INSPECTOR TOM COLBERT, DIRECTOR OF PUBLIC WORKS DAVE WESTERMAYER, ENGINEERING TECHNICIAN FROM: CRAIG NOVACZYK, SENIOR INSPECTOR DATE: 03129/2006 RE: PLAN REVIEW - STRUCTURAL SLAB & MATERIAL SILO 3107 SIBLEY MEMORIAL HWY The plans are in our plan-review section for your review and comment. Please return this form to my 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 ? Yes ? No trail dedication ? Yes ? No tree dedication ? Yes ? No PRV Required Signature CD/FORMS/BLDG INSP/PLAN REVIEW CRAIG N ZONING? METER SIZE Date REVISED 9- 02 #37 TO: TOM STRUVE, SUPERINTENDENT OF STREETS & EQUIPMENT LEON WEILAND, CONSTRUCTION INSPECTOR DALE WEGLEITNEItFIRE 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, CITY PLANNER PAUL HEUER, SYSTEMS ANALYST SCOTT PETERSON, BUILDING INSPECTOR TOM COLBERT, DIRECTOR OF PUBLIC WORKS DAVE WESTERMAYER, ENGINEERING TECHNICIAN FROM: CRAIG NOVACZYK, SENIOR INSPECTOR DATE: 03/29/2006 RE: PLAN REVIEW - STRUCTURAL SLAB & MATERIAL SILO 3107 SIBLEY MEMORIAL HWY The plans are in our plan review section for your review and comment. Please return this form to my 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: Oj? ?ng?kea-rhq 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 ? Yes ? No trail dedication ? Yes ? No tree dedication ? Yes Q"No PRV Required ,J d" S ature CD/FORMS/BLDG INSP/PLAN REVIEW CRAIG N Date ZONING? METER SIZE -2 -Di? REVISED 9- 02 ?6Z?-t r-, TO: TOM STRUVE, SUPERINTENDENT OF STREETS & EQUIPMENT LEON WEILAND, 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, CITY PLANNER PAUL HEUER, SYSTEMS ANALYST SCOTT PETERSON, BUILDING INSPECTOR TOM COLBERT, DIRECTOR OF PUBLIC WORKS DAVE WESTERMAYER, ENGINEERING TECHNICIAN FROM: CRAIG NOVACZYK, SENIOR INSPECTOR DATE: 03/2912006 RE: PLAN REVIEW - STRUCTURAL SLAB & MATERIAL SILO 3107 SIBLEY MEMORIAL HWY The plans are in our plan review section for your review and comment. #37 Please return this form to my 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: SLft? likl /S t, 14cle-( Indicate any fees that are to be collected with the building permit: AMOUNT ? Yes Ef No landscape security required ? Yes ? No water quality dedication ? Yes ? No park dedication ? Yes ? No trail dedication cp--Yes ? ?No`tree dedication ? Yes ? No PRV Require y/? L Signature 5;4- ZONING? SP METER SIZE /NYC Date CD/FORMSIBLDG INSP/PLAN REVIEW CRAIG N REVISED 9- 02 Marathon0 3107 Sibley Memorial Highway Eagan, Minnesota 55121-1604 wwwmarathonheaters.com WATER HEATERS A (a Subsidiary April 18, 2006 Mr. J. Craig Novaczyk Senior Inspector City of Eagan 3830 Pilot Knob Road Eagan, Minnesota 55122 RE: Installation of a Structural Slab and Material Silo 3107 Sibley Memorial Highway Mr. Novaczyk, After my phone conversation with Erik, city planner, we will not need a permit for outdoor enclosures. This change is a result of changing the location and contents of the south facing storage area. According to Erik, since the storage area will be moved to the back side of the building and not visible from a public right-of-way, the storage area may be made from chain link fencing with privacy slats. Please refer to the enclosed revised site plan that was submitted to Erik. If you have any questions or need more information concerning our building permit application, please feel free to contact me. Thank you for your patience in resolving this issue. Sincerely, qezl 4. -- Jill Hendrickson Manufacturing Engineer Water Heater Innovations Enclosures Phone: (651) 688-8827 Fax: (651) 688-6615 EAGAN ED( By : DATE: 4 6 BUILDING IN PECTI S DIVISION 11,111 _NN 0 `o M?E14t0RA1T aE? TO: TOM STRUVE, SUPERINTENDENT OF STREETS & EQUIPMENT LEON WEILAND, 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, CITY PLANNER PAUL HEUER, SYSTEMS ANALYST SCOTT PETERSON, BUILDING INSPECTOR TOM COLBERT, DIRECTOR OF PUBLIC WORKS DAVE WESTERMAYER, ENGINEERING TECHNICIAN FROM: CRAIG NOVACZYK, SENIOR INSPECTOR DATE: 03/29/2006 RE: PLAN REVIEW - STRUCTURAL SLAB & MATERIAL SILO 3107 SIBLEY MEMORIAL HWY The plans are in our plan review section for your review and comment. #37 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 ? Yes ? No trail dedication ? ? Yes Yes No 'No tr e dedication I]I?V Required Signature ZONING? METER SIZE 3- ?6 -6'D Date CD/FORMS/BLDG JNSOIPLAN REVIEW CRAIG N REVISED 9- 02 =MEMORA=NDU.M. i I v #37 TO: TOM STRUVE, SUPERINTENDENT OF STREETS & EQUIPMENT LEON WEILAND, 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, CITY PLANNER PAUL HEUER, SYSTEMS ANALYST SCOTT PETERSON, BUILDING INSPECTOR TOM COLBERT, DIRECTOR OF PUBLIC WORKS DAVE WESTERMAYER, ENGINEERING TECHNICIAN FROM: CRAIG NOVACZYK, SENIOR INSPECTOR DATE: 03129/2006 RE: PLAN REVIEW - STRUCTURAL SLAB & MATERIAL SILO 3107 SIBLEY MEMORIAL HWY The plans are in our plan review section for your review and comment. Please return this form to my 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""rrreequest form. Comments: At..1Z .lc dew 4 zo 1?.r,,.? .Te Indicate any fees that are to be collected with the building permit: AMOUNT ? Yes ? ? Yes ? ? Yes ? ? Yes ? ? Yes ? Signature No No No No No No 4? landscape security required water quality dedication park dedication trail dedication tree dedication PRV Required ZONING? METER SIZE \,j CZA d4", Date CD/FORMS/BLDG INSP/PLAN REVIEW CRAIG N REVISED 9-02 ME"A ORNNIEWM i' #37 TO: TOM STRUVE, SUPERINTENDENT OF STREETS & EQUIPMENT LEON WEILAND, 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, CITY PLANNER PAUL HEUER, SYSTEMS ANALYST SCOTT PETERSON, BUILDING INSPECTOR TOM COLBERT, DIRECTOR OF PUBLIC WORKS DAVE WESTE_RMAYER,-ENGINEERING TECHNICIAN FR6M: CRAIG NOVACZYK, SENIOR INSPE ' DATE: 03/29/2006 RE: PLAN REVIEW - STRUCTURAL SLAB & MATERIAL SILO 3107 SIBLEY MEMORIAL HWY The plans are in our plan review section for your review and comment. Please return this form to my 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 . B , No water quality dedication ? Yes ? No park dedication ? Yes ? No trail dedication ? Yes ? No tree dedication ? >q ? No PRV Required Signat ZONING? METER SIZE Date CD/FORMSBLDG INSP/PLAN REVIEW CRAIG N REVISED 9- 02 F 1 MEMIORANDUM` #37 TO: TOM STRUVE, SUPERINTENDENT OF STREETS & EQUIPMENT LEON WEILAND, 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, CITY PLANNER PAUL HEUER, SYSTEMS ANALYST SCOTT PETERSON, BUILDING INSPECTOR TOM COLBERT, DIRECTOR OF PUBLIC WORKS DAVE WESTERMAYER, ENGINEERING TECHNICIAN FROM: CRAIG NOVACZYK, SENIOR INSPECTOR DATE: 03/29/2006 RE: PLAN REVIEW - STRUCTURAL SLAB & MATERIAL SILO 3107 SIBLEY MEMORIAL HWY The plans are in our plan review section for your review and comment. Please return this form to my 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 ? Yes ? No trail dedication ? Yes ? No tree dedication ? Yes ? No PRV Required (T /FORMSIBLDG ature fNSWPLAN REVIEW CRAIG N ZONING? METER SIZE -?--3 - ocn Date REVISED 9- 02 March 28, 2006 Pat Geagan MAYOR Peggy Carlson Cyndee Fields Mike Maguire Meg Tilley COUNCIL MEMBERS Thomas Hedges CITY ADMINISTRATOR MUNICIPAL CENTER 3830 Pilot Knob Road Eagan, MN 55122-1810 651.675.S000 phone 651.675.5012 fax 651.454.8535 TDD MAINTENANCE FACILITY 3501 Coachman Point Eagan, MN 55122 651.675.5300 phone 651.675.5360 tax 651.454.6535 TDD www.cityofeagan.com THE LONE OAK TREE The symbol of strength and growth in our community. Jill Hendrickson Water Heater Innovations 3107 Sibley Memorial Hwy Eagan, MN 55121 RE: INSTALLATION OF A STRUCTURAL SLAB & MATERIAL SILO 3107 SIBLEY MEMORIAL HWY Dear Jill: 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 complying with the applicable codes and we are, therefore, requesting that the following items be addressed: 1. Provide 2 sets of the site plan with the location of the silo designated. 2. Complete the special inspections & testing schedule. The owner, contractor & special inspector were not acknowledged on the form. Signatures and dates are also required. 3. A special inspection final report will be required prior to a final inspection. Sincerely J. Craig Novaczyk Senior Inspector JCN/jh O Special Structural Testing and Inspection Program Summary Schedule Project Name wATtP- I-lenTn2 Ian C,Jn-t > as Location 310-7 SJ Br.EY M1--MOQIA? 01(,U..+ AY EnGA." ?Ah1 ?? 121 Project No. Q&Q4q Permit No. (1) Technical 2) Type of Specific Report Assigned Section Article Description (3) Inspector (4) Frequency (5) Firm (6) ItioV•4 Cs c - - 5i F5 i -I Li u. - fLM-C?4RJT 5 i F 7 Note: This schedule shall be filled out and included in a Special Structural Testing and Inspection Program. (If not otherwise specified, assumed program will be "Guidelines for Special Inspection & Testing" as contained in the State Building Code and as modified by the state adopted IBC.) *A complete specification-ready program can be downloaded directly by visiting CASE/MN at www.cecm.org* (1) Permit No. to be provided by the Building Official (2) Referenced to the specific technical scope section in the program. (3) Use descriptions per IBC Chapter 17, as adopted by Minnesota State Building Code. (4) Special Inspector - Technical (SIT); Special Inspector - Structural (SIS) (5) Weekly, monthly, per testlinspection, per floor, etc. (6) Name of Firm contracted to perform services. ACKNOWLEDGEMENTS (Each appropriate representative shall sign below) Owne Contr . Archi SER: SI-S: TA: F: ycx HEATG[- iNNGVA-tiejs Firm: wA Date: 3130 6to Firm n 1'?Ct JS 1?GN?lC/Nw(S Date: ?? 41 Firm: - Date: - Firm 151,',2-aLTj"L. ??Ito? ? SCOG, ?K Date: 'V-5--06 Firm: :&V0eTjA.AL 174S40+. Q XM.TZate: 51'-S'00e Firm: Date: Firm: _ Date: If requested by engineer/architect of record or building official, the individual names of all prospective special inspectors and the work they intend to observe shall be identified as an attachment. Legend: SER = Structural Engineer of Record SI-T = Special Inspector - Technical TA = Testing Agency SI-S = Special Inspector - Structural E?-,? b;icator REVIEWED By Date Accepted for the Building Department By BCSD-PR019 4/03 DATE;BUILDIN IN ECTIONS DIVISION 10900 Noble Avcnoa North Champlin, Minnesota 55 316 (763) 5645300 Fix (763) 560-5400 517 Northwesr Fourdt Srrccr, Sour 113 Inc. Brainerd, Minnesota 56401 (218) 824-1 585 Fs (218) 824-1586 SPECIAL INSPECTION - DAILY REPORT (No. ill) Project Name/Address: Water Heater Innovations, Inc. - Storage Silo Foundation 3107 Sibley Memorial Highway Eagan, MN 55121 Inspection Type(s)/Coverage: ( X) Continuous ( ) Periodic Inspection Date: Friday - April 28, 2006 Time Beginning Inspection: 8:15 am Time Ending: 8:45 am Temperature: 50°F Weather: Cloudy, misty Present at Site: Clarence- Clarence Olson Concrete Troy - SDA Jill - Water Heater Innovations, Inc. Describe Inspections Made Including Locations: Inspected reinforcing for the silo foundation pad. Checked size and spacing of rebar, checked clearances, and verified slab depth. Concrete was being consolidated with a mechanical vibrator. Verified concrete strength and air content with delivery ticket of the first truck. I left the site with about 80% of the slab being poured. Alight rain was observed shortly after I left. List Items Requiring Correction, Corrections of Previously listed Items, and Previously Listed Uncorrected Items: List Changes to Approved Plans Authorized by Architect or Engineer: Comments: Clarence took cylinders for concrete testing purposes. To the best of my knowledge, work inspected was in accordance with the building department approved design drawings, specifications and applicable workmanship provisions of the I.B.C. except as noted above. Signed: o6 Print Full Name: " Troy R. Crook Copies to: Brian Toenies - Process Technicians Incorporated; Jill Hendrickson - Water Heater Innovations, Inc. 1 $GOM N FMl 'IV a P .? A y .w..b. wmn.. rrn ww.na ' wo,n. wlm r=Ip ___"___ wow. wnwrwm .b.ww nn o wr?o ...+ . eprF ___.f___ wwrpp a n ® w. wwm wn w.r.. ?. - Maw nbHmri raw.p nlwpn .w wneH. nuNw. grninp F.a. ?°S}? Moor r,mN,w pwuq nUwv b ?-. . w.an bpp. w wroap .qwm p,npw ?? •..mmb avp _mr ? w11Yr swbl Yalrip iim s rq TF \ H R U-nH Al \ L v I ALTA' % AC.SlU LARD rWnM WrM Nw eMe ? M Ip?. b } p r, ew,-+5 YWI,H M INITY MAP xo Sw< p,aYYb? .r w MF. am.w ..q w. C.. w,W b ...,. w. w .orb M a IM p..NU Y pnwJ b mn a OwA a MM. sr. Y.pm nov uwr ?m•ms ss°pii w owe. .mow'. pEr 15].]}1 SpA, w }qJ] Ma .Z6M10 56A p1Fyn ruµy m1 wvpAp .FMi Hwmp6en w wr .P .w pminp Wa. aeawr. lY ,rd uW W w Mr F w w,wFw. w/ Yb. wma9 b' wwmu. aorta W b.. Fwww Maw meaverp. rr W a Wm nw pbba ba w. ,Iw Y ,nm w E,ne F rwa i... x4io%r-ooor?c ®rr ?.v?. rpm °i° a .wr r+.i..p ewr x. w«n wr .xnr+r rmw m w .who wrm4 =• mp qw a >o, pw Y ttxr - r5 rounwt rw a r.re.e M 4 ppn . w.wi.rt w psspn • pN.y n Im N N, P'eMIY rW no Wwu. a .xmwtr. Nn. Lro Wr tM wn ew Irl pnY^p 9nn m o5 YroW. ^Y+YM pnseepp0 pxn. Zr PWYa b amH I-1. M IYe1 Zen Wgnelim I. Zm C, Cu,nWy Mra w. 3iO10}-MrB q nryr .r. Ip)P 1b pFpu w rn, myrly pn Ywu a IM.dy OnWq ,MW. P'^bels. w w M,rn%M % M T 4 a W MrrY p'.rW w (.?} amw w. }p am a wux, rw+. ' M1Gf p6 rAwfT 0. Yrm, tW SwnY (M/Y) 1pvuM IhW pb. INt6 LENT LOCATION CDRT FILWION 'c SCMOEDT }JADSON INC ., m+- w,mn a aab. o.q?T?tlJ EAGAN, MINNESOTA b.. a Sww a wrrp. appp wi: wYwxa ' nw.,am, m Wim allw ?. :urn 5. pwl,. rupp-w5' S.M.). PROJECT...N0..&2902-002. Silo Bulk Storage Project A Proposal to: Mr. Jeff Scholten Water Heater Innovations 3107 Sibley Memorial Highway Egan, MN 55121 Phone: (651) 9944070 Fax: (651) 688-6615 Email: ieffsCa rheem.com cc: Minnie Berger, AB Associates Email: vberaer3(a-ab-associates.com Proposal # 25053R2 The Eagle Group, LTD. 8384 W.. Peck Road Greenville, MI 48838 Phone: (616) 754-7777 Fax: (616) 754-1555 Email: sales(a)eaalearoupltd.com Web: www.eaalegroupltd.com Presented on August 8, 2005 Page 1 of 9 Proposal # 25053R2 ?2ra ble ® Contents 1 Qty (1) -Eagle Model EW12428 Welded Skirted Steel Silo ................................................. 3 2 Accessories .............................................................................................................................3 3 Material Inventory Control System ........................................................................................ 3 3.1 Point Level Material Control ............................................................................................................................. 3 3.2 Continuous Material Level Control .......................................... -..................................... .................................. 3 3.3 Available Options: (not included in base price.) ............................................................................................... 3 4 Eagle Model 20-105-45 Surge Bin .......................................................................................... 3 5 Available Options for Port-A-Bins ......................................................................................... 3 6 Installation ............................................................................................................................... 3 LOCATION: Egan. MN .................................................................................................................................................. 3 7 Installation Notes .................................................................................................................... 3 7.1 Construction ..................................................................................................................................................... 3 7.2 Additional Notes ............................................................................................................................................... 3 8 Freight ...................................................................................................................................... 3 8.1 Destination: Egan, MN ..................................................................................................................................... 3 8.2 Method ............................................................................................................................................................ .3 9 Payment Terms ....................................................................................................................... 3 9.1 Method ............................................................................................................................................................ . 3 9.2 Terms .............................................................................................................................................................. .3 9.3 Terms & Conditions of Sale ............................................................................................................................ . 3 10 Schedule .................................................................................................................................. 3 10.1 Approval Drawings .......................................................................................................................................... .3 10.2 Shipping .......................................................................................................................................................... .3 11 Insurance ................................................................................................................................. 3 12 Costs ........................................................................................................................................ 3 13 Summary ..................................................................................................................................3 Appendix A: Foundation Recommendations ............................................................................. 3 Appendix B: Diagram Drawings ................................................................................................... 3 Page 2 of 9 Proposal # 25053R2 Dear Mr. Scholten: At the request of Mr. Vinnie Berger, of AS Associates, we are pleased to present this quote for your bulk material handling project. Please review our proposal. Should you need further assistance, please contact our office at (616) 754-7777. Whether your needs are mixing, transferring or storing bulk material, EAGLE can provide the most reliable high-quality solution at a very competitive price. Thank you for your interest in EAGLE Equipment. If you are not already one of the thousands of satisfied EAGLE users, we hope you soon will be. 1 Qty (1) - Eagle Model EW 12428 Welded Skirted Steel Silo TANK DIMENSIONS: o Diameter 12Ft - Oln. o Eave Height 2817t. - Oln. o Overall Height 28Ft. - 111n. o Cylinder Height 1917t. - 101n. o Usable Capacity 2,311 Cu Ft x 35 Lbs/ Ft' = 80,855 Lbs 0 45 Degree Hopper Angle 0 1 Ft. - OIn. Discharge Diameter 0 2Ft. - 61n. Discharge Clearance o 10 Degree Roof Angle Tank Design: o Skirt Supported Tank o Commercial Quality Carbon Steel o Allowable Stress From Manuf. Standard Material Characteristic: o Material Name - ASS Pellets 0 35 Lbs. / Cu. Ft. Density 0 25 Degree Angle of Repose o 22 Internal Friction c 0.33 Pressure Coefficient o Granular / Free Flowing Material Tank Loads: o (From Uniform Building Codes - 1997) o Seismic Zone 0 o Seismic Importance Factor 1.0 o Seismic Soil Type = SD 0 90 MPH Wind Load (Exposure C) o Wind Importance Factor 1.0 0 30 PSF Roof Load (Snow Load) Page 3 of 9 Proposal # 25053R2 0 80,885 Lbs. Material Load (Live Load) o 9,100 Lbs. Tank Weight (Dead Load) o 0.38 Int. Design Pressure (PSI) o 0.03 Ext. Design Pressure (PSI Vac.) Standard Accessories: o Lifting Lugs (2) Lugs per NFPA 780 o Grounding Rods and Connectors By Others 0 317t. - 61n. X 6Ft. - 81n. Aluminum Door with Galvanized c Steel Panel and (2) Louvers with Bug Screens and o Door Frame o All Fasteners to be ASTM A-449 o Finish is Electro/Zinc (ASTM B-633) o Anchor Bolt Clamp Plates (Anchor Bolts not Included) Cleaning and Finishing Standards: o Interior Cleaning Class 0 Per ES-510 o Interior Finish - Plain o Exterior Cleaning Class 1 Per ES-510 o Exterior Finish - Grit blasted Per SSPC-SP6(Commercial Blast) and Prime with 1.8 - 2.2 Mils D.F.T. of Sherwin Williams 2.8 VOC Epoxy o Primer E61W281-3497N66V282 (White) o Skirt Interior is Primed Only 3 Base Tank Assembly: o Welding - All Welds Continuous (Class 2 Per ES-500) o Manhole - 20" Dia. Top Center w/Bolted Cover for fill stub o Tube Stub - 4" OD. 304 S.S. X 14GA. X 9" LG. o Fill Line - Standoff Brackets, Single o Level Sensor Connection - 6" ID Flange o Level Sensor Connection - 8" OD x 5'/z" ID Mounting Plate o Manhole - 22" Dia Square Vent Combination w/Birdscreen o Guardrail Assy - 12' Dia. Alum. W/ Toe board (1-1/2 Sch 40) o LadderAssy - Alum Ladder o Ladder Assy - Alum Safety Cage o Interior Lining - FDA Epoxy SAN #B62, White, 4-6 Mils o Exterior Finish - "Polane" Urethane, White, 1.25 Mils - 1.5 Mils. List Price Qty (1) Eagle Model EW 12428 Silo $ 23,025.00 2 Accessories Qty (1) - Truck Fill Kit Complete with 4" Aluminum line, aluminum elbows, compression couplers, male quick disconnect cam locks, cap and chain. Price Each $ 525.00 Qty (1) - Aluminum Slide Gate Shut Off with Hand Wheel. Price Each $ 720.00 Qty (1) - Two position vacuum take away box with qty (2) 2 Probe. Aluminum two hole box with adjustable air flow probes with filter. Price Each $ 493.00 Page 4 of 9 Proposal # 25053R2 1. Material Inventory Control System 3.1 Point Level Material Control Qty (2) - Rotary paddle bin Monitor, point level control Hi level indicator prevents overflow of silo, low level unit indicates the need to reorder material. Paddle style or scimitar blade. Price Each $ 240.00 Qty (1) - Read out consul, for rotary indicators, audible / Visible alarm box, (lights and buzzer) Wall mount location. Two light control box, 115VAC. Price Each $ 730.00 3.2 Continuous Material Level Control Inventory Monitoring System, reliable material measurements in silos. System consisting of a roof mounted plumb bob silo monitor unit ( SMU ) and a read out consul ( HMI ) mounted on an office wall. Qty (1) - Model SMU-1: Cast aluminum and plastic weather-proof enclosure. Stainless steel cable, 200 lb tensile strength. Cast aluminum plumb bob. 300 Roof Mounting Flange Included. Price Each $ 1,229.00 Qty (1) - HMI Read Out Consul: Controls SMU roof mounted plumb bob unit. Displays data and performs system diagnostics. Displays pounds, feet, percent full and cu ft. 20 button key pad, back lit LCD display. Available in two, eight, or 16 channel configurations. The dual (2) model controls one or two silos, whereas the eight channel unit control up to eight silos. Model HMI-2 read out consul - controls 2 silos. Price Each $ 626.00 3.3 Available Options: (not included in base price.) Start Up & Training of Material Control Equipment - Initial start up of system and training of employees. Quote per customer request. Electrical Installation Including Labor and Materials. Quote per customer request. 4 Eagle Model 20-105-45 Surge Bin Capacity: 145 Ft' (35 #117e x 145 Ft' = 5,075 #) Dimensions: 60" x 60" x 106" High Hopper Bottom 45° Roof: Hinged access Door. Vent hole and bolt hole pattern for level indicator flange. Construction: structural steel , discharge flange 16'/4" x 16'/4" Legs: 3" x 3" x''/4" mild steel with steel foot pads. Estimated Shipping Weight: 1,505 Lbs. List Price Qty (1) Eagle Model 20-10445 Surge Bin $ 2,831.00 Page 5 of 9 Proposal # 25053R2 Avallabie Options for Surge Bins Eagle Model 50-920 4" View Window. Price Each $ 66.00 Eagle Model 50-820 4" Drain Stub with Manual gate. Price Each $ 335.00 Eagle Model 50-764 Manual Slide Gate, 12" Opening. `Price Each $ 360.00 -Eagle_?7-65 Ided Aluminum Slide Gate with Hand wheel, 12" Opening. Price Each $ 720.00 Eagle Model 50-801 Aluminum Vacuum Take Away Box, Two Hole with out probes. Price Each $ 295.00 Eagle Model 50-812 Aluminum Vacuum Probe with air flow adjustment. Price Each $ 99.00 6 installation LOCATION: Egan, MN Eagle will erect the silo utilizing its own non-union crew and/or use an independent contractor. The Customer is to provide a level foundation installed by others. Foundation drawings and recommendations can be provided by Eagle. Construction will be performed in a workmanship like manner in accordance with the Eagle's contract conditions. One Model EW12428 Silo Installed Complete in Egan, MN $ 4,200.00 Crane Rental Per Customer Expense, estimated at $ 1,200.00. 7 Installation Notes 7.1 Construction Based on the following: Weather conditions and continuous performance of the work. If delays or disruptions occur, order is subject to return trip or standby charges. Foundation/structure area being clear and free of any obstruction. This is essential during construction since components are pulled up through the tank/structure. Customer unloading and staging materials adjacent to the foundation. Open and free access to the jobsite - all daylight hours, 7 days a week. Customer supplied: Power, sanitary facilities, dumpster, grade level foundation and adequate storage space adjacent to foundation for storage of materials. All licenses, permits, fees, etcetera are supplied by others. 7.2 Additional Notes If union trades are required or if the iobsite is other than open work hours, additional cost will be added to the construction contract. Cost of Page 6 of 9 Proposal # 25053R2 supplying crane and crane operator, compressor. or air tuoger shall be provided by Buyer. The pricing for tank installation is a contract price: wage scales are not applicable. Welding (if applicable) will be performed by noncertified welders Should customer elect to have others than Eagle perform construction, we recommend that an Eagle field service advisor be present throughout construction. The cost for a site advisor is $700.00/day plus applicable travel and living expenses, including weekends and travel time to and from jobsite. 8 Freight 8.1 Destination: Egan, MN 8.2 Method All shipments shall be shipped FOB Shipping Point, Freight Ppd & Add. 9 Payment -germs 9.1 Method Check, Credit Card, EFT 9.2 Terms 40% Upon placement of order by buyer, 50% with Shipment of order, Balance due Net 30 upon completion of order. No retainage allowed. 9.3 Terms & Conditions of Sale The terms and conditions of this offer are per the Terms and Conditions of Sale for The Eagle Group, Ltd. The following exceptions to Eagle Terms and Conditions apply: No Exceptions. 10 Scheduie 10.1 Approval Drawings Eagle will forward approval drawings 1 to 2 weeks after receipt of purchase order. 10.2Shipping The estimated shipping schedule is 6 to 8 weeks after receipt of signed approval drawings. If schedule is not satisfactory, every effort will be made to meet your requirements. Page 7 of 9 Proposal # 25053R2 11 insurance Upon request, a standard Certificate naming requested parties as Additional Insured to our standard policy can be provided. If a specific endorsement, such as CG-2010, is requested there will be an additional $500 charge per additional Name Insured. The specific endorsement will provide no more coverage than is provided under our standard policy and confirmed with a Standard Certificate. The charge is for the specific endorsement is due to additional charges levied by the insurance company for providing a unique certificate. 12 Costs a Eagle Model EW12428 Welded Silo $ 23,025.00 -1 Truck Fill Kit $ 525.00 1.. Aluminum Slide Gate $ 720.00 1= 2 Position VTA with probes $ 493.00 2 Point Level Paddle Indicators $ 480.00 1 Point Level Read Out Panel $ 730.00 1 Plumb Bob Model SMU-1 $ 1,229.00 1' • ` SMU-1 Read Out Panel Model HMI-2 $ 626.00 V Eagle Model 20-105-45 Surge Bin $ 2,831.00 1' Installation of Qty (1) Eagle Model EC18413 Corrugated Silo Complete Including Travel Charges (includes mileage, food, and lodging) $ 4,200.00 Total, $34,859.00 Note: Totals are for quantities shown. Reach Fork Rental Per Customer Expense. Est. $ 1,200.00 13 mamma This quotation is valid for 30 days and manufacturing 7zrust take place within 60 clays of cyder placement. Please call if our representative or we can be of further service. We trust our prices and delivery will meet your approval and that we may be favored with your order. Sincerely, Lori Griffith Inside Sales The Eagle Group, Ltd. Page 8 of 9 Proposal # 25053R2 Appendix A: Foundation Recommendations Eagle recommends that the customer contacts a local soils and structures engineer to design and fabricate the siio foundation. Appendix B. Diagram Drawings This is to be used as an example only! Actual equipment will be different. p male ° s m I I I Y ¦ I I I I I i I I I i A? MI vo+r R1 107E U00A Nib ACMIOWSP MOW OUT or LQi11 R ar m*ac? ?a m m mw icnN? M w p A M ara+me n 13 ' .w.e? Ae ns . am 11 FTGIE 010 d Page 9 of 9 Proposal # 2505382 Marathon z 3107 Sibley Memorial Highway, WATER HEATERS April 10, 2006 Mr. J. Craig Novaczyk Senior Inspector City of Eagan 3830 Pilot Knob Road Eagan, Minnesota 55122 RE: Installation of a Structural Slab and Material Silo 3107 Sibley Memorial Highway Mr. Novaczyk, Minnesota 55121-1604 wwwmarathonheaters.com A (a Subsidiary Enclosed are the items you requested from your March 28 h letter concerning our building permit. Although the drawing shows a proposed two silos, only one silo will be installed at this time. The first silo is highlighted on the site plan. The signed Special Structural Testing and Inspection Program Summary Schedule is also enclosed. If you have any questions, please feel free to contact me. Sincerely, (;?? n/p ". ' Jill Hendrickson Manufacturing Engineer Water Heater Innovations Enclosures 00 I ! W "? 1 Phone: (651) 688-8827 Fax: (651) 688-6615 . i' STS CONSULTANTS March 16, 2006 Mr. Bryan Toenies Process Technicians Inc. 9121 Barrington Terrace Brooklyn Park, MN 55443 STS Consultants, Ltd. voice 763-315-6300 10900 73rd Avenue North, Su@e 150 fax 763-315-1836 Maple Grove, Minnesota 55369 web www.stsconsultants.com Re: Subsurface Exploration and Geotechnical Recommendations for Proposed Water Heater Innovations, Inc. Tank Installation, Eagan, Minnesota; STS Project 200601673 Dear Mr. Toenies: As authorized by your Confirmation and Agreement for Services dated March 8, 2006, we have completed the subsurface exploration program for the above-referenced project. The project, exploration results and our geotechnical recommendations for tank installation are discussed below. Protect Description We understand that the project is to consist of placing an aboveground storage tank at 3107 Sibley Memorial Drive in Eagan, Minnesota. Based on previous discussions, the tank will be supported on a concrete slab with a thickness of 24 to 30 inches. The tank will be placed outside of the southwest corner of the existing building. The preliminary design indicates a design bearing pressure of 2000 psf. Exploration Program Two soil borings were drilled to depths of 10 feet below the existing ground surface on August 2, 2005 at locations identified by PTI. The borings were advanced with a Diedrich D-50 drill rig, using continuous flight hollow stem augers and the split-barrel sampling procedure in general conformance with ASTM Specification D-1586. The enclosed boring logs present the soil classifications according to the Unified Soil Classification System, standard penetration resistance values, and groundwater level measurements obtained during drilling. Ground surface elevations indicated on the borings logs were obtained by the drill crew using a surveyors rod and level and are referenced to the floor slab of the existing building. An assumed site elevation of +100 feet was used for this benchmark. Borings B-1 and B-2 were drilled within the proposed tank footprint, delineated on-site by client. The samples obtained in the field were classified in the laboratory by the geotechnical engineer in accordance with the STS Classification System, which is closely based on the Unified Soil Classification System. The soil stratification and field test results are shown on the boring logs in the Appendix. Soil Conditions The soil conditions encountered at each boring location are shown on the respective boring logs in the Appendix. Borings 1 and 2 encountered 4 to 6 inches of pavement overlying 3 to 5 inches of aggregate base course. Underlying the pavement section, fill extended to 3 and 2 feet, in borings B-1 and B-2, respectively. The fill was predominantly medium dense fine to medium dense sand. Below the fill, boring B-1 encountered silty sand to a depth of 5 feet before transitioning into a brown fine to medium sand with gravel with clay bands observed in these samples. Boring B-2 transitioned from fill to fine to medium sand with some gravel. The native granular soils encountered in the borings were predominantly brown in color and damp with relative densities ranging from medium dense to very dense. C6200601673-1.DOC ,mu'a ?«sm Process Technicians Inc. STS Project 200601673 March 16, 2006 Page 2 Groundwater Conditions The drillers did not encounter groundwater while sampling in either boring. We do not anticipate groundwater to impact the proposed construction taking place at 2 feet below current ground surface. Fluctuations in the long-term hydrostatic groundwater table as well as perched groundwater conditions can occur with variations in precipitation, evaporation, surface runoff and infiltration. Storage Tank Foundation The native soils in the borings are suitable to support the 2000 psf design soil bearing pressure expected for the storage tank slab. The base of the slab at 2 feet below existing grade is expected to bear on medium dense sand fill or native sand. The sand at the base of the excavation should be surface compacted to 98% of the Standard Proctor density. If any fill is required for backfill around the tank foundation or to support adjacent structures, it should be similar to the on-site fine to medium sand, compacted as recommended above. The base of the excavation should be free of water prior to placement of concrete. An allowable soil bearing pressure of up to 4000 psf could be used for the design of foundations for the storage tank. General Qualifications . This report has been prepared to aid in the evaluation of this project and to assist the engineer and owner in the design of this project. The scope is limited to the specific project and location described herein, and our description of the project represents our understanding of the significant aspects relevant to soils and foundations. We recommend that the bottom of footing be monitored by a geotechnical engineer or qualified engineering technician to determine whether the design intent is fulfilled. If you wish, we would welcome the opportunity to provide the necessary field construction monitoring and testing services for this project. The analysis and recommendations submitted in this report are based upon the data obtained from the two soil borings at the time when performed, at the specific locations indicated on the location diagram, and from any other information discussed in this report. Although geologic interpretations of anticipated subsurface conditions between borings may be presented, uncertainties remain. Variations in soil and groundwater conditions normally exist between boring locations. In addition, these conditions may change with the passage of time. The nature and extent of variations may not become evident until exposed by construction excavation. If significant variations in subsurface conditions are apparent, we should be notified to allow these conditions to be observed and assessed and our recommendations re-evaluated. Standard of Care The recommendations and opinions contained in this report are based on our professional judgment. The soil testing and geotechnical engineering services performed for this project have been conducted in a manner consistent with that level of skill and care ordinarily exercised by other members of the profession currently practicing in this area under similar budgetary and time constraints. No other warranty, express or implied, is made. 06200601673-1.DOC Process Technicians Inc. STS Project 200601673 March 16, 2006 Page 3 Closure We appreciate this opportunity to be of service to you on this project. If you have any questions concerning our report, or if we may be of further assistance during project design and construction, please contact us at 763-315-6300. Sincerely, STS CONSULTANTS, LTD. A44- ;L,-- Nathan Iverson, E. 1. T. Assistant Project Engineer James H. ertoom, P.E. Principal Engineer NW I/dn Encs.: Boring Logs Soil Boring Location Diagram I HEREBY CERTIFY THAT I AM A PROFESSIONAL ENGINEER REGISTERED UNDER THE LAWS OF THE STATE OF MINNESOTA, AND THAT THIS REPORT WAS PREPARED BY ME OR UNDER MY DIRECT SUPERVISION. Signe gistration No. 11102 James . Overtoom, P.E. Date F-JA-0.e C6200601673-1.00C ? 0 OWNER PTI -Process Technicians incorporated LOG OF BORING NUMBER B_1 WSCOnelameb Lt L PROJECT NAME Water Heater Innovations, Inc. ARCHITECT-ENGINEER PTI SITE LO 310 CATI 7 S ON ible y M emorial Highway, Eagan, MN ,UNCONFINED COMPRESSIVE STRENGTH TONS/FT.Z 3 4 5 a LL > w w Z ? d ? r G w ? DESCRIPTION OF MATERIAL c PLASTIC WATER LIQUID LIMIT% CONTENT% LIMIT% X - ----•---- 6 10 20 30 40 50 o w a n a . 0 ? o LL STANDARD of H s SURFACE ELEVATION 196.0 0.3 4" Bituminous Concrete z m -? ® PENETATION BLOWS/FT. 10 20 30 40 so 5' Aggregate Base 0.8 1 AS FILL: Fine to Medium SAND, trace to little silt, trace to little ravel - dark brown oi t m di d g - m s - e um ense - SP SM ( - ) 1 1 24 3.0 Silty SAND, trace clay - light brown - moist - medium dense - (SM) 1 t t S H 5.0 Fine to Medium SAND trace to little silt some gravel - , , clay bands - brown - moist - medium dense to dense - I (SP) . 33 3 SS 1 i HIS ?2 4 SS 10.0 End of Boring at 10 feet. Boring Augered to Full Depth. Boring Backfilled with Soil Cuttings. The stratification lines represent the approximate boundary lines between soil types: in situ, the transition may be gradual. WL D while sampling. BORING STARTED 316106 STS OFFICE Minneapolis Area .06 WI- BORING COMPLETED 316!06 ENTERED BY SD SHEET NO. OF 1 1 W. RIG/FOREMAN D-1201D2 APP'D BY NIM STS JOB NO 200601673 a O gw 8 O i 0 OWNER PTI -Process Technicians Incorporated LOG OF BORING NUMBER B-1 1 SITE O Ltd. PROJECT NAME Water Heater innovations, Inc. ARCHITECT-ENGINEER PTI SITE LOCATION 3107 Sibley Memorial Highway, Eagan, MN -(>UNCONFINED COMPRESSIVE STRENGTH TONS/F-r! 3 4 s a z LL ° a d i Z w Z w ° DESCRIPTION OF MATERIAL PLASTIC WATER LIQUID LIMIT % CONTENT % LIMIT % X - ----?-----r? 10 20 30 40 so O L a a 0 ° STANDARD w T SURFACE ELEVATION +96.8 z m ® PENETRATION BLOWS/FT. 10 20 30 40 S0 6" Bituminous Concrete 0.5 0.8 3" Aggregate Base 1 AS FILL: Fine to Medium SAND, trace to little silt, trace to little gravel - dark brawn - moist - medium de s n e - (SP-SM) 2.0 Fine to Medium SAND, little gravel - brown - moist - dense to very dense - (SP) t 2 SS \ HS \ 31 3 SS HS 4 SS 1 10.0 End of Boring at 10 feet. Boring Augered to Full Depth. Boring Backfilled with Soil Cuttings. The stratification lines represent the approximate boundary lines between soil types: in situ, the transition may be gradual. W. D while sampling. BORING STARTED 318!06 STS OFFICE Minneapolis Area - 06 WL BORING COMPLETED 316106 ENTERED BY SD SHEET NO. OF 1 1 WL RIG/FOREMAN D-120/DZ APP'D BY NWI STS JOB NO. 200601673 X63 J LEGEND B- sx BORING LOCATION IF4,14161 ? STS CONSULTANTS 10900 73rd Ave. N., Suite 150 Maple Grove, MN 55369 :.mar Cllr zwa er srs u?mmm., Lea. a 0 ai a GO 0 a rni EL EL 0 m 0 N M (7 LL Or 3 U B-2# B-1$ NOTE: BORING LOCATION DIAGRAM BASED ON SITE PLAN PROVIDED BY CLIENT. SCALE IN FEET 0 W H Q Ir O (D 0Z = O 53 <1P O to 0zQw ¢ 1-ZIr Z Q-O Z U - _ 0 WLU 7- w i Q m W - J ?> O O a (n co _ H a g y LL O LL Drawn: TAK 3/15/2006 Checked: NWI 3/15/2006 Approved: JHO 3/15/2006 PROJECT NUMBER 200601673 DGURE NUMBER 1 LOCATION 1 /v MASTER CARD OWNER J?/?Nf041 ;,hy STRUCTURE AND LAND USED AS Permit No. Issued Issued To Contractor Owner BUILDING 290 7 ?????_ PLUMBING 00 CESSPOOL - SEPTIC TANK WELL ELECTRICAL HEATING GAS INSTALLING ?F SANITARY SEWER OTHER OTHER Items Approved (Initial) Date Remarks Distance From Well FOOTING 11-27- SEPTIC FOUNDATION CESSPOOL FRAMING TILE FIELD FT. FINAL ELECTRICAL HEATING DEPTH OF WELL GAS INSTALLATION SEPTIC TANK CESSPOOL DRAINFIELD PLUMBING WELL SANITARY SEWER Violations Noted on Back COMMENTS: COMPLIANCE INSPECTION REPORTS TO BE USED ONLY IN EVENT OF OBSERVED VIOLATIONS PERMIT NO. DATE OF INSPECTION CONDITIONS OF CONSTRUCTION AT THIS INSPECTION ? NO EVIDENCE OF NON-COMPLIANCE OBSERVED. 1:1 ACCEPTABLE SUBSTITUTIONS OR DEVIATIONS. ? NON-COMPLIANCE. BUILDER WILL COMPLY WITHOUT DELAY. ITEMIZED AND DESCRIBED AS FOLLOWS: 1:1 NON-COMPLIANCE. BUILDER DOES NOT INTEND TO COMPLY. ? COMPLETION OF CERTAIN IMPROVEMENTS WILL BE DELAYED BY CONDITIONS BEYOND CONTROL. ? REINSPECTION REQUIRED TE OF REINSPECTION REINSPECTION REVEALED CERTI FI CATION -I certify that I have carefully inspected the above in which I have no interest present or prospective, and that I have reported herein all significant conditions observed to be at variance with ordinances of the Town of Eagan, approved plans and specifications, and any specific require- ments for off-site improvements relating to the property inspected. ? ALL IMPROVEMENTS ACCEPTABLY COMPLETED BUILDING INSPECTOR DATE e y 23 -;? {n-7 / MASTER CARD Permit No. Issued Issued To Contractor Owner BUILDING PLUMBING CESSPOOL - SEPTIC TANK WELL ELECTRICAL r HEATING GAS INSTALLING' SANITARY SEWER OTHER OTHER IX Items Approved (Initial) Date Remarks Distance From Well FOOTING SEPTIC FOUNDATION CESSPOOL FRAMING. TILE FIELD FT. FINAL ELECTRICAL HEATING DEPTH OF WELL GAS INSTALLATION SEPTIC TANK CESSPOOL DRAINFIELD PLUMBING WELL SANITARY SEWER Violations Noted on Back COMMENTS: STRUCTURE AND a VIA sA LAND USED AS n /'? COMPLIANCE INSPECTION REPORTS TO BE USED ONLY IN EVENT OF OBSERVED VIOLATIONS PERMIT NO. DATE OF INSPECTION CONDITIONS OF CONSTRUCTION AT THIS INSPECTION ? NO EVIDENCE OF NON-COMPLIANCE OBSERVED. 1:1 ACCEPTABLE SUBSTITUTIONS OR DEVIATIONS. NON-COMPLIANCE. BUILDER WILL COMPLY WITHOUT DELAY. NON-COMPLIANCE. BUILDER DOES NOT INTEND TO COMPLY. ? COMPLETION OF CERTAIN IMPROVEMENTS WILL BE DELAYED BY CONDITIONS BEYOND CONTROL. AND DESCRIBED AS FOLLOWS: ? REINSPECTION REQUIRED TE OF REINSPECTION REINSPECTION REVEALED CE RTI FI CAT[ ON -I certify that I have carefully inspected the above in which I have no interest present or prospective, and that 1 have reported herein all significant conditions observed to beat variance with ordinances of the Town of Eagan, approved plans and specifications, and any specific require- ments for off-site improvements relating to the property inspected. ? ALL IMPROVEMENTS ACCEPTABLY COMPLETED BUILDING INSPECTOR DATE (09/91 XSO9 i 2005 COMMERCIAL PLUMBING PERMIT APPLICATION CITY OF EAGAN 3830 PILOT KNOB ROAD, EAGAN MN 55122 651-675-5675 Date C r / Z 5 /05 Site Address 3 1 C 7 S i 13 i- 6-C AAcaiaR- I ni., 14+ L?n T Unit # i Tenant Name ??tat ESZ 14"FL T+? Gov A eoNS Former Tenant Name iQ) - .oaca Property Owner G.(4-mei Telephone # ( ) Contractor DP LC- 6tiN S`rs C s.u? if N Address C{ZoI ?zkSt gL.CV Insf4&a }B?cusrLY City ff ?t?uy{l, Ct ? l State MP Zip 5 5 L1 ZA Telephone # (Q i l 2 3 5 z) ° `d q - Lieeuse # M Z.Z Expires: 12 3 1- 05 The Applicant is Owner Contractor Other Work Type _ New Bldg A Modify Tenant Space _ RPZ PVB _ New _ Repair/Rebuild _ Replace - Irrigation system Work within public right of-way/easement _ Yes _ No Rain sensors are required on irrigation systems Description of Work r?s{/s t i e ? 6ccu cci S No , - To inquire if Pressure Reducing Valve is required on new service, call 6517675-5646 _ Meters - Call 651-675-5300 to verify that hydrostatic, conductivity, and bacteria tests passed. Prionto pickin g no meter. Irrigation Size & Type Avg GPM 2" turbo req'd unless smaller size allowed by Public Works Fire Size & Price 3/4" displacement 5161.00 1 _ Domestic Size & Type Avg GPM Includes high demand devices? - Yes _ No Flusbometers - Yes _ No PRV Required _ Yes No Permit Fee $50.50 minimum (includes State Surcharge) Contract Value $ 2 Cry x 1% _ $ `So Permit Fee $ Meter(s) Required on all new buildings & boulevard irrigation systems $ Radio Meter Read If permit fee is $1,000 or less, surcharge is $.50 $ SJ State Surcharge If permit fee is over $1,000, surcharge is $.50 per $1,000 of the Permit Fee ---_-?? ----a^-- ? Following fees apply only when installing new irrigation system ------_--$ Water Permit Call Jerry Wobschall at 651-675-5024 for required fee amounts $ Treatment Plant $ Water Supply & Storage $ State Surcharge ------------------------------------------------------------------------------------------------------------- - -------- $ 5c> ?a ----------------------------------------- (Total-Fee +, C11 n I hereby apply for a Commercial Plumbing Permit and acknowledge that the information is complete and accurate; that the,wdrk`will'beir conformance with the ordinances and codes of the City of Eagan and with the Plumbing Codes; that I understand phis, is, not gerrnit„l,?u(So b application for a permit, and work is not to start without a permit; that the work will be in accordance with the apgroved'-plan in'tlhtf?r of or which requires a review and approval of plans. Applicant's Printed Name Applicant's Signature - - CITY USE ONLY REQUIRED INSPECTIONS: U.G. Air Test Gas Test Rough In Final PLANS SUBMITTED APPROVED BY: ?? s• `3-os BUILDING INSPECTOR General Information • Radio Meter Read (required on all new buildings & boulevard irrigation systems- $141.00 • RPZ's must be tested every year and rebuilt every five years. Test results should be mailed to Paul Heuer at the City of Eagan. • A minimum fee permit per address is required for the following RPZ's: new, rebuild, repair, remove. • Water meters include copper born/strainer, remote wire, and touch-pad meter. METERS REQUIRING 4-HOUR ADVANCE NOTICE PRIOR TO PICK UP GPM METERS USE PRICE GPM METERS USE PRICE 1-20 5/8" residential $125.00 4-120 1-1/2" irrigation cyst $ 735.00 displacement am commercial turbine" Public Works maximum must approve continuous meter size 10 2-30 3/4" lawn irrigation $161.00 4-160 2" turbine lg irrigation cyst $ 931.00 maximum displacement residential & continuous sm commercial production lines 15 3-50 1" displacement verylg tea $296.00 1/4 to 160 2" compound bldgs over $ 1,849.00 bldg to 24 units 65 units maximum sm commercial & continuous & lg comm. bldgs 25 irrigation systems 5-100 bldgs 25-64 units $429.00 maximum displacement & continuous m most comm. bldgs 50 METERS REQUIRING 30-DAY ADVANCE NOTICE PRIOR TO PICK UP GPM METERS USE PRICE GPM METERS USE PRICE 5-350 3" turbine very Ig irrigation $1,182.00 6-500 4" compound +300 unit bldgs & $3,563.00 syst & production very Ig comm. bldgs lines 1/2-320 3" compound +200 unit bldgs $2,282.00 10-1000 6" compound +400 unit bldgs $6,076.00 very Ig comm bldgs very Ill comm. bldgs 15-1000 4" turbine very Ig irrigation $2,226.00 syst & production lines Comments • To schedule inspection of the inside water line and backflow preventer, call 651-675-5675. • To arrange for water turn-on, call 651-675-5300. cc: Maintenance Division Clerical Technician January 2005 } 1991 BUILDlilt ING PERMIT APP ICATION SINGLE FAMILY DWELLINGS 2 SETS OF PLANS 3 REGISTERED SITE SURVEYS 1 SET OF ENERGY CALCULATIONS CITY OF EAGAN MULTIPLE DWELLINGS rqpww COMMERCIAL 2 SETS OF PLANS 2 SETS OF ARCHITECTURAL REGISTERED SITE SURVEYS - & STRUCTURAL PLANS (CHECK WITH BLDG. DEPT.) 1 SET OF SPECIFICATIONS 1 SET OF ENERGY CALCULATIONS 1 SET OF ENERGY CALCS _# OF RENTAL UNITS # OF FOR SALE UNITS PENALTY APPLIES WHEN: TYPING OF PERMIT IS REQUESTED, BUT NOT PICKED UP BY LAST WORKING DAY OF MONTH IN WHICH REQUEST IS MADE. LOT CHANGE IS REQUESTED ONCE PERMIT IS ISSUED. NOTE: ADDRESSES FOR CORNER LOTS - CONTRACTOR/HOMEOWNER MUST DESIGNATE WHICH ADDRESS IS DESIRED. NO CHANGES WILL BE ALLOWED ONCE BUILDING PERMIT IS ISSUED. PROCESSING TIME FOR SEWER & WATER PERMITS IS TWO DAYS ONCE A PERMIT HAS BEEN COMPLETED. PERMIT MUST SHOW A LICENSED PLUMBER. To Be Used For: 55:A^ Valuation: Date: (O Z /I Site Address Lot Block rr1Parcel/Sub dJ?fKrPr? Owner )) !/??'Yr>l fy'? -WU(,? lsv Address ?Jj 07 ?yyc-?a. City/Zip Code Phone 4 8 Z 7 Contractor Address .1,/o Q?? ?• City/Zip Code, 5 5?3 Phone !11FIR ?? -a- 4 Arch./Engr. Address City/Zip Code Phone # OFFICE USE ONLY S 00 ?' Occupancy Zoning Actual Const Allowable # of stories Length Depth S.F. Total Footprint S.F. On site sewage_ On site well MWCC System City water PRV _ Booster Pump _ FEES Bldg. Permit Z1400 Surcharge ?$b Plan Review SAC, City SAC, MWCC Water 'Conn. Water Meter Acct. Deposit S/w Permit S/W Surcharge Treatment P1. Road Unit Park Ded. Trail Ded. Copies SUBTOTAL APPROVALS _;_Penalty Planner Lot Change Council TOTAL Bldg. Off. Variance agrees that all work shall be done in accordance with S gnature of Contractor) 67 all applicable State of Minnesota Statutes and City of Eagan Ordinances. Alt ?? •?! +?? D/t'S< wDi k- $i°r k ? ,er- 6o d ?vv r` ?XtYdX(X($tYYyFXti??X1k?`dXtMY,t.?(, rty(X(X:X':?X;X;Y,+rt, XtX«kY,c>'n?'tX<XtY,t,W..>;tY,< CITY O EAGAN CASHIER: 5 TERMINAL NO., 9:31 WE: 10/29/943 TIM Es iJ.'1w27:36 IM; NAME BERNARD L DAL.SIN COMPANY 3210 9001 007 SIB MEM Mal 1,247..25 205 9001 3107 SIE, MEM HN t3E,.00 P 4 Total Receipt Amount 1.~333.25 CR09E3')" q USER TV NANCY XtXX'kcXt ?F>XXt?k vFXc:iCVFXc%t?FXckt K?`X:?F"?FXf %k7yX'.Y,cnY>'F>r:kXtX?Xt;'Fktk?k PERMIT C -Y* EAGAN 3830 Pilot Knob Road Eagan, Minnesota 55122-1897 (651) 681-4675 PERMIT TYPE: B U I L D I N G Permit Number: 0 3 3 8 3 8 Date Issued: 10/28/98 SITE ADDRESS: P.I.N.: 10-22480-020-01 3107 SIBLEY MEMORIAL HWY LOT: 2 BLOCK: 1 EAGAN-13 INDUSTRIAL PARK DESCRIPTION: J T.O. & REROOFCJ BLi?ld'in_g?'-Permit Type B,vilding Work Type Eensus code Jsr ? ,? l l REPAIR 437 ALT. NONRES. REMARKS: FEE SUMMARY: VALUATION Base Fee Surcharge Total Fee $1,247.25 $1,333.25 $172.000 ,ONTRACTOR: LSIN ROOFING, B L 8824 WENTWORTH BLOOMINGTON MN (612) 884-5244 - Applicant - OWNER: 28845244 DUKE REALTY INVESTMENTS AVE S 1550 UTICA AVENUE SOUTH 55420 ST. LOUIS PARK MN 55416 (612)543-2900 I hereby acknowledge that I have read this application and state that the information is correct and agree to comply with all applicable State of Mn. Statutes and City of Eagan Ordinances. APPLICANT/PERMITEE SIGNATURE {oi Prl?u 4 SDJ'? ISSUED BY, SIGNATURE' i 1998 BUILDING PERMIT APPLICATION (COMMERCIAL( CITY OF EAGAN 10 g 681-4675 Submit following to obtain necessarv oermit Foundation On New Construction Interior Improvement structural plans (2 sets) architectural plans (2 sets) architectural plans (2 sets) civil plans (2 sets) structural plans (2 sets) code analysis (1) ^ code analysis (1) " civil plans (2 sets) project specs (1 set) soils report (1) landscaping plans (2 sets) Key Plan project specs (1) code analysis (1)^ energy calculations (i) not always Special Inspections & Testing Schedule " soils report (1) Electric Power & Lighting Form (1) not allays " SAC determination letter from MCANS - SAC determination letter from MCM/S - SAC determination letter from MC/WS - call 602-1000 call 602.1000 call 602.1000 Special Inspections & Testing Schedule (1) ^ project specs (1) energy calculations (1) Electric Power & Lighting Form (1) Contact Building Inspections for sample Food & Beverage or Lodging facilities: Plan must be submitted to Minnesota Department of Health. Call 2150700 for details. DATE: P©?2 6 'ri WORK TYPE: _ NEW 1,-REMODEL DESCRIPTION OF WORK: f'?f . rvr/r?c CONSTRUCTION COST: 4/ 7-?, ago Srg ? ?l i ca/L//IL SITE ADDRESS: 316r7 LOT a PROPERTY OWNER L %o TENANT NAME: Wa-/???/ Lev va ? xYr?v W BLOCK I SUBD. 13 v Q PO, i IC-P. I.D. # Name: P61 ?4QZT - t, Phone #: s? 3 ^ a ?oo Last First Street Address: ??sdn ?l (?? A U • S__ __ City State: v ILI Zip: s?i(-,? Company: • 12A L S (,,) Y.-- ,;;Phone #: p75 y - S Z ?` 5 C_?v I / CONTRACTOR QQ?? ??77 n /? Street Address: U U ?WG2TN / U • S ' License # S7 °Z b City ?jrG?l??a tJ State: Zip: ARCHITECT/ N ENGINEER Company: . Phone #: Registration #: City Sewer & water licensed plumber (only if installing sewer & water): I hereby acknowledge that I have read this application and state that the information is coned Minnesota Statutes and City of Eagan Ordinances. lJ State: SUITE #: OCT 2 8G98 State of Signature of Applicant: OFFICE USE ONLY BUILDING PERMIT TYPE ? 01 Foundation El 18 Comm./Ind. WORK TYPE ? 31 New ? 32 Addition GENERAL INFORMATION Const. (Actual) (Allowable) UBC Occupancy Zoning # of Stories Length Depth APPROVALS Planning -M'19 Comm./Ind. Misc. ? 20 Public Facility ? ,33 Alterations ?34 Repair Basement sq. ft. First Floor sq. ft. sq. ft. sq. ft. sq. ft. sq. ft. Footprint sq. ft. Building ??"Engineering ? 21 Miscellaneous ? 35 Tenant Finish ? 37 Demolition MC/WS System City Water Fire Sprinklered Census Code SAC Code Census Bldg. Census Unit Variance Permit Fee l a? k -i D- Surcharge C) Plan Review MC/WS SAC City SAC Water Conn. S/W Permit S/W Surcharge Treatment PI. Park Ded. Trails Ded. Water Qual. Other Copies Total: % SAC SAC Units Meter Size Valuation: $ ??Z.ZJ 881-ROOF B.L.Dalsin Roofing 7663) FAX 884-4342 Commercial Roofing * ReRoofing * Sheet /Metal * Since 1944 8824 Wentworth Avenue South June 16, 1998 Bloomington, Minnesota 55420 w ktlp`/C. I") f'fi 1,L -FA/N D'J i4fi/ OAFS Duke Realty Ltd. Partnership 6?6 " Re: 3107 SIBLEY MEMORIAL HIGHWAY 856 - 5th Street South IQ /) Eagan, MN Hopkins, Minnesota 55343 l? JI ffa a dire. Water Heaters - 47,600 S.F.) Proposal updated from 10/15/97 Attention: Jon Finn r " Joe Larson _^,rtv? TiIY 68 ?- Sgz.7 Gentlemen: We hereby submit our Bid to furnish the Labor, Material, and Equipment to Re-Roof the above building as follows: NOTE: This building has a large number of aging mechanical units with exposed ductwork. Much of this will have to be altered/repaired during the reroof. We recommend replacing some of this equipment during the reroof. The cost to make the necessary disconnection / reconnection would be approximately $6,000.00 - 10,000.00. • Since the scope of work for mechanical equipment is undetermined, we are not including these costs in our Base Bid, and no markup will be required. DEMOLITION Remove the existing Roof Membrane, Base Flashing and Fascia. Remove abandoned Curbs. Clean up and dispose of debris. All debris will be disposed of at Dem-Con Landfill, Incorporated. INSULATION If necessary, replace deteriorated steel deck at a cost of $3.00/square foot. Replace deteriorated insulation at a cost of $.80/board foot. Install new Wood Blocking at Skids, Roof Edge and Expansion Joint to accommodate new insulation. J Install two (2) layers of Insulation. The first layer to be 2.0" Isocyanurate Foam attached with screws and plates. The second laver to be 1/2" Wood Fiber set in hot Asphalt. This will bring your total Roof R-Value to approximately 22.2. Tapered Sumps to be installed around Scuppers to help draw water off roof. ROOFING Roof Membrane to be 4-Plies of T e IV fiberglass Felt in 23 lbs. inter-ply moppings of hot Asphalt. Surface to • have a 60 lb. Floodcoat o of Asphalt and 4001bs. o ravel per 100 square feet. Base Flashings to be #15 Felt and Modified Bitumen Capsheet set in hot Asphalt. Wrap roof edge, Control Joint and Skids with 20 mil Vinyl. . X, Attention: Jon Finn, Joe Larson Re: 3107 Sibley Memorial Highway June 16, 1998 Page 2 of 2 SHEET METAL Provide new 24 gauge "Paintgrip" Steel Fascia at roof edge. (to be painted by others). Provide four (4) new 24 gauge Prefinished Steel 4" x 6" Open-faced Downspouts, (location to be determined later). Provide new Scuppers and connect to existing Downspouts. Provide new Galvanized Vents, Collars, Pitch Pans, Pipe Boxes and Pipe Pads. Provide new support pads for small Air Conditioning Units, (Skids to be eliminated). GUARANTEE Provide our full Ten (10) Year Guarantee on Material and Workmanship. PAYMENT & TERMS • We shall provide aforementioned for the sum of: ONE HUNDRED SEVENTY SIX OUSAND FIVE HUNDRED AND NO/100------------------------ $176.500.00 • ib >ty/?t r67-9 r hl fc? ¢NIZ4L- - Z7.Iy /7?; 206 Payments due monthly equal to 90% of Labor performed and Material delivered. Final Payment due Net Thirty (30) Days upon completion of our work. This Proposal may be withdrawn by us if not accepted within Thirty (30) Days. /? j This Proposal is based on work to be started as weather permits. NOTE. /l • Price includes all Tax and Building Permits. • Adequate access to be provided adjacent to building. • See attached Roof Plan for scope of work. ALTERNATES Alternate #I - To reroof the two (2) truck docks. ADD: $3,400.00 Alternate 92 - Install Prefinished Fascia at roof edge ADD: $580.00 Thank you for the opportunity to quote you our prices. If you have any questions regarding this Proposal or need any additional information, please contact me at my office. BERN L. D IN COMPANY • John Flynn / • • ?- ?l wy 6`l3 -> • ,2-`IO ti ? I x . ? 4 l4 ap A e R ? C i Q. 76 rJ • rJ r-l rJ - ?J L o 4 Y !i p 2 I? 20 ? O I Z. ? 114 I Ili I r ? I• f l f? r? f.l r I 'r 1? I I I r ? III I I I L I Il.? I IL' I o ?B?D?f o I 14 ZV.r i rJ II 88 ? : I 4 Ir Y IJ I I?'f I t-Lx?nvuO.U ?, e, I ?-oiarr ?I II zy ? z4 7 /t ,4v S 3l DZ Slg? y_ ?IUJY G/f 414W ?? - f}dD171O41^ L DOw,c/f/DVT.7' ` bt1ATfk L/fif7'fk JAMO 47A91U..'r.. 70 dC iv?r?icrD M GAFGLAS® Specifications 1-0-4-G, au tie coxw11xAnaa Nan-NelleEle beak - orAetepMEle Real tafolallml - - Sheaffing Tu an °GAFGIAS Pry - '`SW9a Gnw North, South & West Zones Non-nailable decks or insulated decks up to 3 inches per foot slope. Poured concrete, precast concrete, acceptable roof insulation. Materials GAF Materials Corporation Asphalt/Concrete Primer (when applicable) GAFGLAS Ply (4 plies) GAF Materials Corporation Roofing Asphalt Interplies Pour Coat - Aggregate Surfacing . Approximate Weight per Square „505-625lbs.'. " Plus weight of insulation and fasteners. Specifications General Design and Application Considerations detailed in this Manual shall apply in addition to the following recommendations and specifications. Application of Roofing Membrane Starting at the low point of the roof, mop four plies of GAFGLAS Ply; lapping each sheet 30 inches over the preceding sheet; solidly mopping to the underlying substrate to provide four plies over the entire mof area. Asphalt Requirements Interply moppings of Roofing Asphalt must be applied in a continuous film and shall consist of approximately 25 pounds per 100 square feet of roof area with a tolerance not to exceed 20% plus or minus. The appropriate asphalt for the slopes involved must be used. Slope per foot Asphalt Type Up to 3' Steep ASTM Type III On slopes up to'/: inch per foot, Flat ASTM Type II may be used except in Florida, Texas, New Mexico, Arizona, and California. Surfacing Over the entire surface, apply a uniform coating at the nominal rate of 60 pounds per 100 square feet of Roofing Asphalt into which, while hot, apply not 24 Less than 400 pounds of gravel or 300 pounds of slag for each 100 square feet of roof area. On slopes up to 3 inches per foot, the top pouring must be GAF MC Steep Roofing Asphalt (ASTM D312, Type III). In the North and South Zones only, on slopes up to'/] inch per foot, a top pouring of GAF MC Flat Roofing Asphalt (ASTM D312, Type II) may be used. Special Instructions 1. For roof slopes of 1 inch per foot or more, all plies must be back-nailed 4 inches in from the back edge of the felt into wood nallers- (See 'Installation on Steep Roofs; page 10.) 2. For insulated decks, there are some restrictions. See'Roof Insulation; pages 10-11. UL Classification -UL Class Substrate Slope Insulation C 3A ... _ e. o ., .. _, ,. . UL Chart Key 1. Substrate C= Combustible and Noncombustible Combustible = Wood planks, boards, etc., plywood (min.inch thickness), oriented strand board (min. %inch thickness). NC = Noncombustible only Noncombustible = Steel, poured or precast structural concrete, lightweight insulating concrete, gypsum, structural wood fiberboard, etc. 2. Slope Maximum slope allowed, in inches per foot. 3. Insulation 3A = Optional, GAFTEMP PERMALITE=, Isotherm and Composite (penlie, side up) Insulators- GAFGLAS$ PLY 4 Roofing Felt DeacnIll GAFGLAS PLY 4,-oofing felt is constructed with a strong inorganic glass nicer mat that is coated with the finest quality asphalt and is designed with botimum porosity to assure a sound. watertight membrane. ai> Uses: Leadasaplvfettintheconstructionofbuflt- uDraofs. It is designed for use in all climatic zones and an be used as a base sleet, ply felt. and mine consmction of (lashing membranes. Advantages: • Hlgn tensile strength and a high degree of cimens,r nal stability, resulting in a mof system with greater resistance to sphl and cracking. Ooiimuce porosity of the felt orovldee ready escape of air while allowing prober asiDnot penetration 21 me bind di mopping. Fire resistant -tor use in UL Class Argued assemblies. - Wind uoufi resistance - selected roofing assemblies wW u"AFGLAS Ply 4 fells meet FMRC Class 1-180 when installed over concrete decks. • Meets ASTM 0-2178, Type IV specifications. Meet requirements for aooliawn in all climatic zones. • Rolls out flat during application. r Ej Applicable shinnied: - UL Tvpe G1 BUR •ASTM D-2170. Tvoe IV - New York City MEA: 75-89 Gravel Surfaced Systems 96-89 smooth surfaced Systems - FM Aoproveo: Rabbit Nos. OMW, AM. OK5A8 AM. 0G6A6 AM. 1P1A6.AM and 1 VIIA4.AM - Dade County Notice of Acceptance 94-1014 Product Data (Approximate): Roil Size ....................._...... S x!So' (9m x 54em1 540 square it. f50.2mh Coverage Per Poll, - ..... ... .... , .................. 5 squares Rolf Weight ....... ..... __ ................... 10lbs. (18.2 kin Y 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 DESIGNATE WHICH ADDRESS IS DESIRED. NO CHANGES WILL'BE ALLOWED ONCE BUILDING PERMIT IS ISSUED. MULTIPLE DWELLINGS RENTAL UNITS FOR SALE UNITS # OF UNITS INCLUDE 2 SETS OF PLANS, CERTIFICATE OF SURVEY - CHECK WITH BLDG. DEPT., 1 SET OF-ZNERGY CALCULATIONS C0 IERCIAL CLUDE 2 SETS OF ARCHITECTURAL & STRUCTURAL PLANS, - 1 SET OF SPECIFICATIONS AND 1 SET OF ENERGY 4CALCULATIONS ? i 21'989, P.t nOD?L. 1 Y/ 0 zl::?o ? // To Be Used For: 14FG. Valuation: Date: !0 ?`[ Site Address 'Ji81 61ndE? }'IEMOp -Nlbil`?/q` Lot Z Block Parcel/Sub 2-A-6/t N 13 I ND. PK . Owner ¢- L Y Address loi izE?d, 1T c Av ,.m.44-kg 1 City/Zip Code &1'C7 -*4 Yhf,( r h'?i,. Phone r7Q1- Iq-fC:?, On site sewage- MWCC system _ On site well City water _ PRV required _ Booster Pump APPROVALS Occupancy TL' Zoning Actual Const Allowable # of stories Length Depth S.F. Total Footprint S.F. Contractor ` ' (" JONNSn/ L &'5HM L-: (- Address .16i T21t5GL4- L)a ANA5-?, 3.2-407 City/Zip Code Phone 11-72 Arch./Engr. Address City/Zip Code Phone # 1 FEES Engr/Assess Permit Planner Surcharge Council Plan Review Bldg. Off. SAC, City Variance SAC, MWCC Water Conn Water Meter Road Unit Treatment P1 Parks Copies TOTAL 6(00 00 ,O O,oo r, b1 -l 1{l ,1 I v 1- S"i ee a 3 .. 'T• t'1 h 1 - : ?? 1 i -i FJ 1 = _ •i I I .I. I ! ; ?I I :L J 1 i 1 { ? 7 a tt, 4 '! 1 l a J J .J L I? I II 4i I a 1 ?I +? I I 1 i I I! I It 3 i ICI i Ij I I ; i •J ? 't U J U , i v IJ 1- W IL 3 i!i rr. Y _ til 1 Y -5 r} • ..f 1!I l4 I i ll Y U ') tl I j _ 11 j i A i.. l :u I { 6 a I J - I 'at a it I ylI I V S p : j r 1 W , i :y 'J 1 I Lt i. i q L IJ ::'1 IJ cr :. r? v 1 ev { v I i I e- - - 'I I J ? 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LO6 (( °d-. 5 _ {( 3'" e5.? 6. -3 6 -i.CB .. . 25 OC5 2rr ...,v 46.., T 8.0 54.40 0.116 :.E.1!: 120 N-5 9.2 ld. = 107 (S 6c.0 ti! :7.48 0.37 U.vlr 27.6{ _3a 18.b 'J 6. .. 3.14!0 0,0,451 _.067 . o 63.0 5.5 :3..: ..14;7 (( 5L_ t( 27.45 ... 92 .,_. 28 D67 - .5{, 421.. t ? 6.00 54.00 6. 28 1.e10 120 6t,' 9.6 ",a (( 66.0 4t 27.31 7.53 -1.Q 3z, &S ?06 20.3. 43. .. 5.00 _..06 U. 155 ..6i0 120 6a .0 10.7 S.99 -..06 Q. C", ... ?•, Zlr: EQ. SO .. ?, 6.06 :t, W O. 08a ..E): iCJ !? 50.1 7.9 ..._: DO? )i 5:41 )) 14.24 -1. C6 !3.!a Siu 20. 4 4." B.OC 12.00 0.i!E+3 1.610 IcJ 51.1 7,5 )i i S) 144.96 ..2fi O.iw "'6 Oc 6.OG 12.00 U,!OS ..616 :cG .0 55 a.6 -34 )> 53.3 )) :6.70 -1.54 0.i:J . ..6 625 50 3.00 .2. 00 0.135 1.51.0 i20 63.3 10.0 21.. 5v _:3° i f 30.7 (i L.37 0.43 0.00 -2 145 323 2. 4.:7 T ... 00 12.0 U. 036 ..610 120 30. 7 4.6 50 ;'0; i (: 043.5 { i s9.35 ..55 .: 4d.., . 2 ir. UO , l=C. a3.00 ,04. 00 0.010 8. M 120 1043.3 6.6 0.00 aS2 ( (:046.6 t f 45.34 ..56 C.O SO. ',I .'03 6. i4'r .1 99.75 :59.75 C. 007 6.230 140 1046.6 6.3 ..210 >?: )) 21.3 S1 !2.93 -0.:5 0., 2.78 6:)2 .0.50 _. JO 3.00 0.019 .1610 120 _..- 3.4 20.514' 502 (f 7.3 i4 ,2, 76 0.0'2 1'.210 ._. S6 S03 ...ILI 8.00 6.002 ..6110 14210 7.3 i.i 35.9 (( . _, >G R. 38 v, U(! [ 3.3 _;4 _.. Sir ;: 8.014 0. iw3 .. 61v 1 0 35.5 5.5 (f, SP ciK (( 85.9 if.i43 ..bIP 126 65.0 16.2 214'.50 ti5 ({ 95.3 (( :4.37 2. 32, O. Ci: . _. _, sM :6. 50 ..., 8. i?.r G. 299 .. 6!{! :2U 55, 3 15.0 „33 147..._ 14212 a K7 (( 15!.. +{ !7. C2 2.34 Q. v0 :9.55 _:a w(..,(} *Cl, 9 0..:25 2.067 .2G 151.5 4 _ .50 51':14 1) 2 !.0 14:.0(: ;Z.j. 510 _,.a: G 6.14 O.LiB ..614E :26 21.0 ti(3") 10. CB ra K1:v,. ._ nor. .'K'.i:. ?.::[.1'X' +'Y;?c=t`C i.ti:` r-k?C:i Yhi."l: k3V .3 .:;t^r ..ey DL-F. ^1, r5r-cup, :51--"' i7-7Ctl?C/ ir-, E; &A Cal 41-1 6Fk 'r"' .1 ;'1:'3 ti': .`![i4?FR YI?NOVA-1-1x,014 2L"d. ,. 7 5 5 C AL C ! n U v` 5 4e:PCitV ft. F .o ;s. er, _ ..rv ,.a. of/ft O:ez C L a, vm ., ;;Gw f,:s 20.56 o!0 fl 7.? 0. 1,03 1.610 120 7.4 1.2 ... Sti .,:i S( 5.8 S( 13.01 ..44 (?. 0, ._.5J 24.r Ci:(l 5. (Ni Q`v,SC I.EiG 120 .Y,.6 5.6 50 5'22 S f SS.. t ( 13.5C, 1. =j. i¢;) li, _ 8'3 20.50. 3.4 , 8. C{, 0.146 :. n10 .20 66.1 10.4 :0.50 E:3 !( 56.6 {± 14. EL i. E7 U,(tC 16» 5:. K. 59 5.. 6.25 C. 5:36 11 .2(1 5E.9 ;5.2 '. 50 El4 t i ,25.3 H . , 55 ..55 u'.. B. 05 t::. Eli. ?, 10.25 0..51 2.OE7 120 123.3 12.3 2:.:, 5i.. S( 163.3 (! ..0; :.66 (:.v'(: :13E .. 2,.1.°6 6,1 6.00 0.23 .C67 ;.J '63.3 15.6 ?U. -(t S. 7 )) H.4 } 1 .,.. 72 --0, ?0 0.00 Q5? 5:8 20, &I J. O0 6. to 0. (es 1. n 10 1,=e 25.4 4.0 2:a t: 5:6 (( 4.; (( 13.. 6.0: (s, 00 13.;3 c13 20.54 .,, 6.00 0. WIT 1.620 120 4.1 0.6 20.50 513 (( 113.5 11 ;:3 0.34 0. v4 13, e3 520 20. 6. k 6.00 0. CQ 1.610 120 33.5 5.3 20.50 x20 i 1 63.3 t ( .3. 63 :. (1i 0.00 14.55 53: 2 :, YI 6. US 6.00 0.136 1. E:0 125 63.3 5.5 20.50 &21 i ( 54.2 f ( 4. "26 2.27 0.00 17. a-, 522 2'0.50 6, 6.00 0.284 1.610 120 34.2 14.6 c 1.50 S. N 7.4 f( i7. 25 ;.i2 v. 1.7 823 K.50 6. 2'_ 6.25 0.147 2.067 220 127.4 13.1 ?1.30 521" { ( 1.,.,... (( :C. 17 2.34 0.00 ... 50, 824 H. 5Ci ,C. 10.25 0.2-28 2.067 120 151.5 15.4 . °G "125 r > 32.3 i } If. CE ? i ... 00 :4, 71 526 2.•. SO 6.00 01035 1161.0 .20 3213 i ' ".`,J S25 }) ..6 }) :4.75 JO 0.4v '.4.75 R7 20.5:5 a. 6.00 O. tXtU , . nl 0 .20 1.6 0.2 S27 (t 25.. { ( 14.7`. 6.86 O, Ci• .:.. C2 526 6. E0 8. 02, 6. (10 0. QL 1.610 120 25.. 4.6 55 526 (( 00, . i ( J.+:' G. 5j `J. J:V ;c.41 a23 8.00 0. lc4 .. bl0 120 i0. 1 3.5 6.X) 8.0 0.273 1.610 :20 52.1 14.8 _..... 2 i i 18.13 Z: 'k 0. -';<, A,.4 ca. .v. 53 6. _„ 0.:45 2. C67 ..?J i H'.. 12.0 .:.. S ( :6;. 2.31 0... .... S: 5.R S, C. 227 2.067 .23 1E1. 2 25.4 er:}: n6* I"vperc:a:c Program oy Crawley Design Groop, :215)-137-706U Flow dia;rur fur• ?.TE.i -F:;T_ ;,ufv?v;.TiCA gpl}fS)".?J)i)S(+i))i>"c;?=ffii?-3l(fi5i?4(ifiSJ:`!(f(d9_tfft?J7((ifnC:.ittitti(((fft(f'f4!((f((it{!(ft(((((li:f{f{lfl2Uli(It?Cl ME r 2))))C'':Si`r)6'v'S)7)1$;0((it$1:fft($i2((St$23i(((5:4ffif5i::(fff6;E?itftti((((f(!t(ffl(fl/i(!(flfffif!(ttf((iff(f902i(if@02 5;.1 50.1 _11 0 7.5 3E.6 56., 3E.3 129.3 153.3 399.U 1159.0 so 2 336. = 5C3S)JiDC3))}5617>3iS61$(t(13i9t(((6.U!i(($2!{((($3'[IffiS23t(ff3_'4(tt!((f(ff(t(((f(((f(fi(iftf(!{(f(flffltf-tlSf(5ci3(l((R(S3 WO 110 214 4.. 315 E3.. 512 120 1645 197.7 1327 593.9 C:?k)S))SUS})))E2Si)>)$c6S)>)$27(!{{526<S(f52iii;(63Uffi($it(ii;32itif(({(!!i(ft((!l(f(((tifftS(If((fli!((((Sf/tB04tf{(RU4 513 513 3;'."s 1.6 Iti Ai 3i. _26.2 161.2199.2 102 e^6.5 70.: `?::51!f(bti;5fil1533If(((f((litii(ttft(((!tSiff(r((!S!i(ffi(i!t((ft(lf;ffff(i(ift?(t(itlt(f(ff((fi(ll t(ft{(((f t((ft3t.5fif(>r:r5 'U.7 317 610 610 131.6 80. 0 (f(:t6 (!t ttitt4f{{( f!ff!(Sffllf(Sf itit(f(!it(lif(iti(f(S!!((•:fttiifff(f(t!ff((((ff({f((({(((f(l(iiff(i(((S5 St((tPl6 53.5 55.5 `,3.5 A 139.3 919.5 X7 M 007if(((((f{(ft(i!tS!ff(iitl((((it(fif{it((i(f;fS(t((({t{tS!({((it(fit(t((f(ftf(f(fit(((t(tfif(i(f(f(i((Gv7 MM 61.2 611.2 66. 930.8 LjStl;iuC6fii(tlltfflitt(tti{f(if(f(fff(fS((iffiif{(ifft(f(!l(fif{tftftlt({fitGf(ttlf(({f(tlf(f(if(i{ISSfSi((i((K,13 i2U6 C& O 63.0 610 A OAS ax+i f1i;LR .IOO !?:i C•: pu ji,;? Pvti'v? 1(.t, tl Cq c]y'!S4 t9)i:1 U'r`iaw`riq 7i P-1 ;T:ffa ]d1 .d i:S ^k4'?'s ?dL R:>. at r'. 1a'.?2. 'latlf3 at' Pc:n .'.`t %d : . .. a. rL':a"L?'. .>: ..: dt ?:i'J.5] ?dtn:6 dt PS:M08 __= J ?ief Siev. r es-s re tas:1 { icw (::n) veloc D,a% Pc-,.at : ; i.tir,: Ftttirg Iota: rict.: s c ev. oss \ax: Ref Pi. ft. P. ?v Pr, ?=acter A c C n "0t61 fas ..,. ;_ercin blt'.:rarv Lenttn Ler:etn ur.ft Total .s1 (ft.1 Press Pt. ti: 12C1 COl 16.00 16.00 1E. 00 -53.1 7.G7 :.610 2. 5r, i 6..x 10.50 0.068 -0.53 -1.09 (-2.50 )13.95 M :YJ1 - Jv t3.93 - i.. 7.87 ,.610 4.X; T 8.00 12.07 0.088 -1.ia ..93 301 SO. 20.50 ie.93 12.5"s 6.00 26.8 -21.3 I5!: :.E!O 8.03 6.00 0.018 -0.15 12.78 502 3'J2 20.50 12.75 L78 S. Ctii 28.5 7.3 ..4 i. 610 a. V) 8.01 0.002 0.12 12.80 E03 5)3 20'.50 12,K 12.60 6.C* 26.6 35.5 5.64 1.610 8.00 6.00 0.048 0.30 2.23 504 5;;4 >...`,0 :3.23 :3._3 a.CY1 23.. 65.0 :0.21 1....l 8.01: 8.00 0.143 1.14 14.37 S0'5 505 20. SO 14.37 14.37 6.00 30.3 K.,, 14.57 1.6:0 8. `0 aaa,W 0.290 2.32 16.65 Son S06 20.50 :S.S9 ,..S5 9.00 32.7 .27.9 2.20 LOU 6. 6.25 0.143 0.33 17.62 557 SC7 20.50 .7.E2 37.5: E.00 33.3 161.5 ;5.4"v 2.061 10._5 10.'25 0.228 2.34 19.96 S08 5 :2 0. c0 ! 9.56 A.% 8.00 35.7 197.2 6 . S 1 2, 067 Z 10. OC, 17.(* 0.330 5.61 as.. 57 501 F5. EO.SJ .5. 57 25.57 197._ ..:6 2.469 2. J i2.rA '.4.50 0.:35 :.Oi 1.08 ! 2.50 126.67 R01 4:;. ; 8. iri 28.67 20.67 : 37. = 4.'W 4, i.cS 9.67 9.67 0.013 0.12 EMS 42 Pb2 ,...JO &3.75 -_-a.79 199.0 352.; 5.50 4.026 9.67 9.67 0.047 0.45 29.:5 P.03 Pi?3 :3.00 2G._., 23.25 137.7 557.. 14.53 4.422 1.37 9.67 0.05§ 0.95 30.2:0 R04 RC:4 :S.00 30.20 C.20 158.2 7?L.' :5.9: 4.023 5.67 5.67 0.'68 :.63 3?.63 P.35 RC5 14.00 31. ....83 69.0 f 61.0 21. c4 4. J26 9.57 5167 0.:96 1.90 33.72 Fray P06 ... (!0 3 .7 72 50.5 S1's.,. 23. .. 4.025 5.57 9.67 0.222 2.14 35,67 P07 :307 .. Jii 35.67 35.37 9.07 5.67 0. _,0 -.4E 38.26 W8 ACE 36.:6 36.23 S6.d 049.6 E.._ 6,071 78.,.... 53.OC ...00 0.rl +4 1.iL -0.22 !40.50 135131 110i Yw71 :9, w 33. 3.31 ..._..? S._ e. S 15.,,. ?_...._ S3.OB ;4.O0 ... 0.:i _. .. i8. J ?i..y 02 (i=140: ^'Cc vr. 74 48. sA ..4:.. S 8.X35 .CC... r? 7- 3:. 75 c:MS 0.007 1.95 50.30 `703 r 55.30 i.nnM 1-'' .__w "t] ,.'a r'...._. .:_. tl<.• r' ::i n :3 ! .. . .,.. Ye L-:r naf _.sv. vredslra s.. ri F. .,. .u.l ae-:a: Eta,. Pctaa: • =i"tinp :Tai .r:c:.tcss Elev. Loss Next Ref ;:. .-.. .. ?t fa_.u; a:..e ...:. ;cs .... Le ,.,, __...a, y _:,p '_e.;.h ?e-ft as, SftJ ?raes ?t. 16.2` `O.1 7.67 ..610 :.50 6.30 .0.50 0.086 -<;.K -1,06 (-250 114.24 002 OJ3 14.24 7,67 .. El, 4.1U + 3, 12.00 0.059 -1.05 13.16 309 S S 2: ._.16 _. 16 6.i%0 29.1 -2:.0 _.3; 1.6.0 8.. 6.00 L'. 016 -0,i4 i3x04 510 _.,1 =..51 .3. 64 .i. !4 c.JO 28,3 7.5 1..4; .. 8.0 6.Oi. 0,163 OA C 13.06 511 ?. 50 ::+.'v'$ :3.110 8. Q 2S. _ A. - _. 76 .. 61 W. 8.4: t%',& 0.40 i2.50 St2 G12 =..:? :3.:;0 2.,50 ..C0 25.4 SS1 ...33 5. I 2.Cr0 0.148 1.13 14.08 313 _.E) :4.63 ;4.63 6.0:+ ...5 56.E 1:.21 i. El. _.e5 -K 0.296 _.87 16.5=_ 614 _:.4 ..,. _., . _. ?. 16.5 a.'.'.0 H.5 .213 33 _. v_ ( a. 01 515 Si° c 52 d5 18 19 J9 6.00 34.0 .33.- .:..57 2.::61 6.ioJ 8.00 0.233 1.86 15."16 S16 . . . 56 ....u7 7., r';: !i. CJ 17.00 0.333 °,. 71 25.56 602 30 ..4E'? 2. 5.` 1 .?. Liv 14. ?3 0„41 2.05 '.0a (.. :3 iiC. 79 W R:2 .e. 00 _-3.73 ":.^. ,.-. *.,:i 1wa* ny , -.,..4uic Program b Crawley Design Group, (215)-137-7060 Ja i! i\'_ I BEE : 10 as Mysi.:a w _ Draw rg &P -: , Fee ey ca"c N.- ;e" 2.e'v. PresSS're (Psi) F1:., t:50 ?h: : 532!!. nCU..a: •? iY:j r`l.L:ri_ TO:a. tr:C.. :GSs E.ev. .055 Next Ref ... ft, -'t Pv A : acw Tl::.ea Tow: As M t,er:_tn SWAry L@. ph L n aloft Total ?Si ( , ..} aC'E55 7S. o=ov .:_=_c_ .c=e c==== c_ov__ ==c_=co _ezv=._ -__=.=_ _o=c__ =_vr_c ..cs_c_:.o sv_p_. _____= e:.oe___ __e=___ve__.._eov ?=so._cc_aoo_ao.co_ t?=1 2U) 6.64 -E1l B.Ov it. 5-,: 0.105 -1,110 -1.08 t-2. ail )14.9B D03 ;;13 14 33 14 99 - J'.00 B.S4 1.510 4.00 T a.w 12.00 0.10:5 .:25 072 317 : SY . 2,.`_0 . .17c . 11 Y- 500 225.6 -K.4 138 .. _10 6.40: 8.00 0.i: -0.220 1052 SIB 518 %C1. E0 1...r-_ 13.`:.2 8.'j0: 23.4 4, 1 0.55 1.610 a.00 8100 0.003 0.101 13.53 519 S Q 2152?' 13.533 13.53 8.00 e9.4 3.5 ... 26 .. 610 8.00 8.00 0.042 0.34 13.63 S20 z0 -30 :3.03 3.a9 a.'; 23.8 53.3 5.54 11610 3..:: 2.00 0.25 1.09 14.98 521 S2 20 :0 ii 5c 14 52 5 V1 3:: 3 'x:.2 14.80 .c:O 2.01 B. CU 0.264 LE7 17.25 S2c . 32; . SAM . 1125 . zl.=_ . .,. 0': . 2 3.2 127.4 12.!5 . _.:E7 ,,,25 E. 5 0.147 0.92 16.:7 S:3 E23 20. .,,.17 15.:7 6.00 34.. 161.5 't.40 ..467 10.0 1125 0.228 134 20.50 524 20 __,.50 2150 2150 8.00 „16.2 157.7 !x,93 ,..0S7 7.00 ' !0. C6 17.00 0.3'3! 5.£4 -6.14 803 EB's ::0.`_'0 :_.14 26.14 !97.7 :?. -429 2.5C 7 12.00 14.50 0.140 2.U 1.C8 S 2.50 )2125 P03 X03 Kow =1=:. .v,,...., P d_yLQ 1-1 4. 'I, .^ Diu •"Y- •__. w... ._ - o n no Re ",ew rrts. re f .e:.: -.ora. PC..,a. : t..r r'r,c..LC's Elev. Loss Next Ref ... Ps. r. 5v Pn ; a,.._r Awl L.... As .. _ _.c . _.. . y a,...9 _ qK ser. f, "al _. HU) Press Pi. L04 ..,... :12. 13.21 412 _.9a ..810 ..50 T 1.00 it 50 ,..36 -..43 -1.0S !-..50 )16.70 D04 014 2150 %70 C. 7iJ 2532 136 "En ;"V1 _ S.L{i !2.614 {?. ...? -1.54 WE 5200 EES 2150 M OS 06 x ..,. 0'. 6. U: 31.. . _ 108 6l0 L 0o a 0 0.. 03 -0.31 14.70 E26 4 75 1i! 7J 7 7 -1 -S ..641) I0'i LW Iwo -1 VV 14.75 527 527 2650 : . :9.75 ? & 75 . C. 00 . 317 7 _... 158 :.610 1 Crt 8. uV 10:2 126 15.02 SZS l_ BOO Eno _... 141 1. . 15 W 1 15 033 1£.o1 S213 23 R 50 C: 0' 16 40 32 0 .c.. t4.45 ..612 8.00 00 122 2.18 18.19 S3O . SP .,.50 .... ._. 15 . . 16.15 .. ..,:0 . 111 1211 ._.J ME? 5._., ...__ 0.145 0.39 009 331 E3: hill 05 15 13.0; L53 349 15:... ._.:7 2AZ7 10.22 1%25 1227 2.33 21.42 M _y_ _..=J . _.. tr _.. 4? ? 850 37.2 15x.: . ...5'? _..,57 ? 1. d6:. 10.00 17.00 0.333 -.06 21 A 804 [ J Y' , it +6 A 2 -" .JC ; S a 459 2 Sit ' 2 :2. U: 'C 14. SO 0.140 ...,. 1.08. 2.55 13J.20 P04 ' ti ?.. V 1 (. vx ._ . ._ , . . . 1-0.21 :e.Do is CO nnAn n.,..,,... 7y v....i ii'f'V N1'... .. 11. i ?Y ?d i'i ? { Y .. ?ti'' if?' ?: h.j CBCLC SySt cli;.- ..:7^nW i r;_t. F Ref Eiev, `fe5tura (:s]'; U Pt. , ., !'L .Pv Yn lkCga 'elcc GiaM.-pZ"o. ria:iM1' F ;-- 7CLai F>'ICL..oss Eiev. Ltext Ae` 'v:a: fcs is. ..e ?? is 3o; :?arf Ler?g:rt. Len?:a ;er.f, Tc:ai Psi if[J ;press 7t. (ia1c0) E05 S. 01 23.07 23.27 3C.7 4. 53 :.ESU 2.50 ' 8.00 10.50 0.036 0.38 -1.06 (-2.50 )22.37 DO5 D05 Eu.50 2_.37 22.37 30.7 4.33 i.610 4, Li(; 8.00' 12.00 0.036 0.43 22.79 533 533 :0.54 ::E.75 2E. 79 6.00 39.2 29, 0 :0.34 1.610 40.00 i 8.00 48.00 0.160 7.66 30.45 Bm KS 20.50 30.45 30.45 69.0 4.64 2.469 2.50 T 12.00 14.50 0.020 0.29 1.08 1 2.50 21.83 R05 F05 18.00 3':.63 Fed cy patn hC.1 Ref Elev. Pressure (psi) K Flow (gpn) Veloc Dian. Rctual Fitting Fitting Total Frict. Loss Elev. Loss Next Ref At. ft. k Pv Pr Factor koed Total fus in. Length Skmary Length Length Per.ft Total Psi (ft.) Press Pt. aaazacc? cace>oac. eaaac?ccacxcacccpcc cacr_cacccccccxcrcccacc _ :_ccaaaaacacccccocor_ccaaaaaaaw___ aacaecz ?savaama (Ca1 20) _,. .E. CO 16.00 .6,iO 50.1 4.78 2,067 9.67 9.67 0.026 0.25 16.25 C02 C02 :S.w 16,25 16.45 W, 10u,2 9.55 2.067 9.67 9.67 0,094 0.91 17.16 C03 '&W 17.'.6 !,..S 55.0 155.E :4.80 2.067 9.67 9.67 0.212 2.05 19.21 C04 '-04 6,00 39.=1 19.21 63.3 216.5 6. 64 2.067 1.67 9.67 0,399 3.86 23.07 C05 =3.07 .. O7 5.7 ! 67.6 7.93 2.OE7 9.67 9.67 0.301 2.91 25.99 COE >6.. 25.'3y 25.93 55.5 :c9. 33 2.32 2.467 9.67 9.67 0.35: 1.46 27.45 C07 C97 iB.V(' 27.45 27.45 6:,E EE.0 6.42 2.067 E.00 6.it0 0.046 0.37 21.81 COS 8 1i. 00 z71 Al :7 tia.0 50,69 1.610 43.00 T 6,00 Si.00 0.S55 7.93 -4.08 i-2.50 )34.06 M$ 34.66 334.66 66.0 5.4E 2.067 S.09 221 20.00 49.01 0.046 2.26 36.91 BOB E: s _.. 50 M.91 36.31 6S. 0 4.54 2.469 2.50 T :2. GO 14.50 0.019 0.2B 1.03 ( 2.50 ) 36.28 aa08 P a L BL' .SUBD. /3- CITY USE ONLY RECEIPT #: yo1? I RECEIPT DATE: 717 o ' 1998 PLUMBING!PERMIT (COMMERCIAL) CITY OF EAGAN 3830 PILOT KNOB RD EAGAN, MN 55122 .' (612) 681-4675 Please complete for: all commerciallindustrial buildings multi-family buildings when separate building permits are not required for each dwelling unit backflow preventer to be installed in commercial areas or residential boulevards Date: 7-16-98 Work Type: _ New Bldg. Y Add-on Is Water Meter Required? _ Yes g No Water Flow To inquire if Pressure Reducing Valve is required on new service, call 681-4646. FEES Repair _ U.G. Sprinkler GPM 1% of contract price or $25.00 minimum Contract Price: $ 500.00 . x 1% _ $ 25.00 COMPLETE THIS AREA IF INSTALLING UNDERGROUND SPRINKLER Service: _ Existing (if coming off domestic line) OR _ New Backflower Preventer Permit Fee $ 25.00 Water Meter V @ $185.00 or 2" Turbo @ $846.00 $ If "new service" add Water Permit $ 50.00 = $ WAC $ 780.00 = $ Water Treatment $ 420.00 = $ City Installed Tap $ 300.00 = $ Permit Fee $ State surcharge is $.50 per $1,000 of ep rmit fee or minimum of $.50 per permit State Surcharge $ 50 Total Fee $ 25.50 I hereby acknowledge that I have read this application, state that the information is correct, and agree to comply with all applicable City of Eagan ordinances. It is the applicant's responsibility to notify the property owner that the City of Eagan assumes no liability for any damages caused by the City during its normal operational and maintenance activities to the facilities constructed under this permit within City property/right-of-way/easement. SITEADDRESS: 3107 Sibley Memorial H TENANTNAME: Water INSTALLERNAlvIE: The Plumbim: PlacPyTnc.TELEPHONE#: RRS-4F,87 STREET ADDRESS: 5355 H l a d Pjacp CITY: Bloomington STATE: Mr ZIP: 55437 i SIGNATURE OF PERMITTEE /D o'toZ/?£'0 6 a o o ? EAGAN TOWNSHIP 3795 Pilot Knob Road St. Paul, Minnesota 55111 Telephone 454-5242 PERMIT FOR SEWER SERVICE CONNECTION DATE: November 28. 1972 NUMBER 1220 OWNER:Jobnson Realty Address 3107 Sibley Mem. Hwy. PLUMBER Harris Bros. Plumbing TYPE OF PIPE Heavy cast iron DESCRIPTION OF BUILDING Industrial Commercial Residential Multiple Dwelling No. of units Location of Connections: Connection Charge Permit Fee 10.00 dp 11/28/72 S /c .59 pd Street Repairs Total Inspected by: Date Remarks: By. Chief Inspector In consideration of the issue and delivery to me of the above permit, I hereby agree to do the proposed work in accordance with the rules and regulations of Eagan Township, Dakota County, Minnesota By Harris Bros. Plumbing Co. 217 W. Lake St., Mpls. 55408 Please notify when ready for inspection and connection and before any portion of the work is covered. if V EAGAN TOWNSHIP 3795 Pilot Knob Road St. Paul, Minnesota 55111 Telephone 454-5242 /D ?a.yxono o ! PERMIT FOR WATER SERVICE CONNECTION Date: November 28, 1972 Number: 1054 Billing Name: Johnson Realty Co. Site Address:3107 Sibley Mem. Hwy. Owner: same Billing Address 7204 W. 27th St., Mpls. Plumber: Harris Bros. Plumbing Co. Meter Permit Fee 10.00 nd 11/28/72 Meter Reading Meter Dep. .50 pd 11/28/72 Meter Sealed: Yes_ 1Add'1 Chg.108.37 - meter pd 11/28/72 NO 'Total Chg. Building is a: Residence Multiple No. Units Commercial xx Industrial Other Inspected by Date Remarks: $25-CS n; .'; ,-'CT'O a FEE FOR IMPROPERLY INSTALLED METERS. Bp: Chief Inspector In consideration of the issue and delivery to me of the above permit, I hereby agree to do the proposed work in accordance with the rules and regulations of Eagan Township, Dakota County, Minnesota. By: Harris Bros, JPflumbina Co. Please notify the above office when ready for inspection and connection. A G R E E M E N T CITY OF EAGAN R. L. JOHNSON INVESTMENT COMPANY -- IMPROVEMENT PROJECT 11247 THIS AGREEMENT, dated this ,vT day of February, 1982, between the CITY OF EAGAN, Dakota County, Minnesota, called City, and R. L. JOHNSON INVESTMENT COM- PANY, INC. and R. L. JOHNSON, individually, called Johnson; WHEREAS, R. L. Johnson Investment Company and R. L. Johnson had agreed with the City of Eagan to install certain street improvements to Alexander Road ac- cording to agreement between the City and Johnson dated June 26, 1978, and in addition thereto, a performance bond was submitted by Johnson to the City dated June 26, 1978; and WHEREAS, subsequent hereto and on June 28, 1978, Johnson petitioned the City to install said improvements by letter dated June 28, 1978; and WHEREAS, the City of Eagan has now installed said improvements under Improve- ment Project #247 and has prepared an assessment roll in anticipation of assess- ing benefited land adjacent to said Alexander Road consisting of lots in R. L. Johnson 1st Addition and Eagan 13 Industrial Park; NOW, THEREFORE, for and in consideration of the mutual covenants herein con- tained, the parties agree as follows: 1. The City hereby agrees to assess Lot 1, Block 1, and Lot 1, Block 2, R. L. Johnson 1st Addition, and-Lots 'I and;2, Block 1, Eagan 13 Industrial Park, for all assessments relating to the Alexander Road Improvement Project #247 con- sisting of a total of $184,988.19 as follows: $10,799.08 per acre for each of the above described lots abutting on and adjacent to Alexander Road. 2. In the event that the owner or developer of Lots 1 or 2, Block 1, " Sibley Terminal Industrial Park, applies for and acquires a building permit from the City of Eagan to construct a building substantially located on the northerly 228 feet of Lot 2, Block 1, Sibley Terminal Industrial Park at any time within ten (10) years from the date of the execution of this Agreement, then the City of Eagan agrees to assess either of said lots where such building permit is _..,granted for street improvements to Alexander Road, provided, however, that the principal access to any such proposed building is from Alexander Road to the south. Such assessments shall be levied at the rate of $67.21 per front foot of frontage that each of said lots abuts on Alexander Road and is benefited thereby plus interest at the rate of eight (8Z) percent per annum from the date of this Agreement with interest for the last year of said term to be prorated. The amounts of said payments, including interest, less a ten (10%) percent service charge paid to the City of Eagan for the assessment costs and all other neces- sarily related costs'of said assessment shall be reimbursed to R. L. Johnson Investment Company or R. L. Johnson or its successors or assigns as designated by R. L. Johnson Investment Company and R. L. Johnson within sixty (60) days after receipt of payment of said assessment installment on an annual basis until all of said installments have been paid for such improvements and reimbursed to R. L. Johnson Investment Company, R. L. Johnson or their successors or assigns. 3. It is understood, however, that in the event that the City is unable or precluded from levying assessments by state or federal law including judi- cial interpretation of such laws against Lots 1 or 2, Block 1, Sibley Terminal Industrial Park, at the time of the granting of such building permits or in the event that such owners or developers of said lots successfully challenge any special assessments by reason of state or federal law including judicial interpretation of such laws levied against such lots, then the City shall not be required to reimburse Johnson for any of the improvements assessed for Alexander Road as described above. It is understood that this paragraph con- templates the construction of buildings on the north of Lots 1 and/or Lot 2, Block 1, Sibley Terminal Industrial Park, and not on the higher ground at the south end of Lot 1 and/or Lot 2, each of which southerly locations has access to Terminal Drive. 4. It is understood and agreed that R. L. Johnson Investment Company and R. L. Johnson and any or all unknown owners of Lot 1, Block 1, and Lot 1, Block 2, R. L. Johnson Ist Addition, and Lots l and 2, Block 1, Eagan 13 Industrial Park hereby waive any and all objections to the proposed assessments for Alexander Road and shall waive any and all right to appeal said assessments against such streets. ...:_ 5. It is further understood and agreed that improvements levied against the parcels described in paragraph 1 above shall be assessed and spread as follows: ALEXANDER ROAD - PROJECT 11247 15 years at 8% interest on unpaid balance New Assessment Total for 2/2/82 - Final Assessment Hearing-------$184,988.20 R. L. JOHNSON 1ST ADDITION - - Lot 1, Block 1 Area - 10.56 AC (61.6%) - Amount: $113,952.73 Lot 1, Block 2 Area - 1.02 AC (6.0%) - Amount: $ 11,099.29 EAGAN-13 INDUSTRIAL PARK Lot 1, Block 1 Area - 2.64 AC (15.4%) - Amount: $ 28,488.18 Lot 2, Block 1 Area - 2.91 AC (17.0%) - Amount: $ 31,447.99 TOTALS 17.13 AC (100.0%) $184,988.19 . 2.1.1, . , 6. Johnson hereby states that R. L.Johnson Investment Company and/or R. L. Johnson are the sole owners of the lands described above that are subject of the assessments provided in this agreement namely Lot 1, Block 1, and Lot 1, Block 2, R. L. Johnson 1st Addition and Lots 1 and 2, Block 1, Eagan 13 Industrial Park. 7. Upon the execution and implementation of the terms of this agreement the City will release the Letter of Credit submitted by Johnson pursuant to that certain Roadwork Agreement between R. L. Johnson Investment Company, Inc., and the City of Eagan dated June 26, 1978. WHEREFORE, the parties have attached their signatures on the date first above written. CITY OF EAGAN BY:Ot?Y /2*rn n ii?_^?_ - Beatta Blo quist, May 1 ATTEST: EL? E. J\JvanOverbeke, City Clerk R. L. JOHNSON INVESTMENT COMPANY, INC. BY : Its: R. L. hnson `.STATE OF MINNESOTA ) COUNTY OF DAKOTA ) ss. On this/2 y of ?- 1982, before me a notary public within and for said County, personally appea d BF.ATTA BLOMQUIST and E. J. VANOVERBEKE to me personally'0''x who, being each by me duly sworn, each did say that they are respectively the Mayor and Clerk of THE CITY OF EAGAN, the municipality named in the foregoing instrument, and that the seal affixed to said instrument is the corporate seal of the said municipality, and that the said instrument was signed and sealed in behalf of said municipality by authority of its City Council and said Mayor and Clerk acknowledged said instrument to be the free act and deed of said municipality. Not/vey FuD11C ^^^^? v"nnnnn&WA-,v," A ?"'., JUDITH CHAFFEE `'j`:', , %0TA.3Y PUBLIC- MINIIESOTA { STATE OF MINNESOTA ) ??r COUNTY OF ) ss. DAKOTA CUUUTY My CGMM1SNau Exphes t4,,h. 12, 1988 On this /O day of ems.b'v;, i y 1982, before me a notary tary puublic wi"tK3n and for said County personally appeared Raj L. JOHNSON to me personally known, who, being duly sworn did say that he is the iO& ttEA/7- of the corporation named in the foregoing instrument, and that the seal affixed to said instrument is the corporate seal of said corporation, and that said instrument was signed and sealed in behalf of said corporation by authority of its Board of Directors and said R.L. JOHNSON acknowledged said instrument the free act nd deed of the corporation. --- - F vou.: =asue-MIN-' 01A notary public SMITH & PERSIAN ATTORNEYS AT LAW THE IVY TOWER 1116 SECOND AVENUE SOUTH MINNEAPOLIS, MINNESOTA 5SA03 TELEPHONE 16121339-6733 DONALD K. SMITH GARY E. PERSIAN MALCOLM O. MACGREGOR DENNIS E.DALEN RANDY V.THOMPSON February 15, 1982 BY PERSONAL Paul H. Hauge & Associates, P.A. 3908 Sibley Memorial Highway Eagan, Minnesota 55122 Attention: Mr. Paul H. Hauge ROCKFORD OFFICE P. O. SOX 279 6016 MAIN STREET ROCKFORD. MINNESOTA 53373 TELEPHONE 1612I<77-6633 Re: City of Eagan - R. Investment Company, (Alexander Road) Dear Paul: L. Johnson Inc. Enclosed please find the two signed Agreements which you are authorized to present at the Council meeting and hearing of February 16. We are not appearing at the hearing on the assumption that this Agreement will be accepted. If the Agreement is not accepted, I ask that the hearing be continued so that we may have an opportunity to make any objections we may have. If this arrangement is not agreeable, please contact me immediately. DED:ljm Enclosures SUBJECT: VARIANCE - ,?7' v /< / d- f d APPLICANT. WATER HEATER INNOVATIONS, INC. LOCATION: 3107 SIBLEY MEMORIAL HIGHWAY P.I.D. #10-22480-020.01 moo.„- /S - .?wc?w>w+-?-P 6_2? EXISTING ZONING: LI (LIGHT INDUSTRIAL) DATE OF PUBLIC HEARING: NOVEMBER 8, 1990 -DATE OF REPORT: OCTOBER 24, 1990 COMPILED BY: COMMUNITY DEVELOPMENT DEPARTMENT APPLICATION SUMMARY: An application has been submitted requesting a 14' Variance to the established side yard setback of 20'. COMMENTS: Water Heater Innovations, Inc. (WHI) is seeking a Variance to allow the placement of two storage silos on the north side of the existing building ]eased from R.L. Johnson. The silos will contain polybutylene and polyethylene which are plastic pellets that the company melts down to manufacture the water heaters. The silos will allow the company to maintain on-site bulk storage of the material. The plastic will be transported to the site in a hopper truck and deposited directly into the silos. Currently, the plastic is delivered on wooden pallets in 1,000 lb. corrugated cardboard containers. Bulk storage will eliminate disposal of the empty containers, as well as the need for maneuvering the cartons around the plant which produces safety problems for employees. If approved, this Variance shall be subject to the following: 1. Applicant will work with staff and provide additional landscaping on site. 2. All other applicable Ordinances are met. MORTGAGE LOAN BURVFY FOB? P. L JOAM?SON COPIPANY vRIHAa/Q Be C E b cF MADSOa, /Nc C' EYJ25 NOPK/NS • 1M.I.tf VF?AEF YFO VOS[L YJ.n ?_ ?? '.4[7[ '.D S141 e U J Nwib 6. fYL.• ' : •..' .Y/ml? ?'`bI Y. .V IrI n.,.,w e:.. n..u..y wl bw ofbSeD .I R Bulk Storage Silos m i IMCS bulk storage silos could be the best in- vestment your company will ever make. Most of our customers find the payback period to be less than a year, because of savings realized through higher volume storage and purchase capability, and more reliable availability of materials. Corrugated steel silo have been in use for over forty years. They have proven to be the most economical storage system for bulk materials. A secure, durable storage system at a com- petitive initial cost. IMCS silos are precision made and double caulked for sealed-tight seams. All parts are completely galvanized for long life, corrosion resistance and a durability not available in all steel silos. This is a top quality industrial silo, made for industrial uses. A silo Is only a part of the bulk materials handl- ing system. IMCS offers a wide range of ac- cessories and options to complete a system that is made for your specific needs. We have OSHA approved ladders, roof platforms and catwalks. We also offer vacuum take-away boxes and auger discharge systems. And IMCS can provide expert service, with a fac- tory trained crew that can install the entire system on your concrete pad. When you consider that thousands of dollars can be saved each month by installing a bulk storage system from IMCS, you must also realize that those savings will come sooner by getting your system installed and operational as quickly as possible. Most of our systems are installed within sixty days of the date we receive the order. ge IL a??8o oar of MEMO TO: MAYOR & CITY COUNCILMEMBERS % THOMAS L HEDGES, CITY A FROM: THOMAS A COLBERT, DIRECTOR OF PUBLIC WORKS DATE: NOVEMBER 19, 1990 SUBJECT: (VARIANCE TO SIDEYARD SETBACK WATER_$E_ATER INNOVATIONS_INC' 3107 SIBLEY MEMORIAL HWY At the November 8 Council meeting, consideration of granting a 14' Variance to the required 20' sideyard setback to accommodate the installation of two silos for the above-referenced applicant was continued to the November 20 meeting to address the Public Works concerns regarding the potential impact oil traffic from the loading/transfer operation of the semi-truck deliveries from the adjacent side street, Meadowview Road. The Director of Public Works and the Superintendent of Streets/Equipment reviewed this concern further with the applicant. The applicant indicated that there will be no need to temporarily use Meadowview Road for this unloading/transfer operation as they can use their existing off-street private parking lot facility. However, through further research into this issue, other concerns were discovered by the Public Works Department. These relate to the proximity of a major 12" trunk water line located along the south side of Meadowview Road. The attached cross section shows the relationship of the existing 24' wide gravel road, the .future 36' wide improved street, the location of the major water main and the relationship of the size and elevation of the proposed storage silo. The Public Works Department concerns relate to the proximity of this major structure to a future trench excavation for maintenance or undermining of the proposed foundation from a potential water main break. The approval of this Variance would not provide the necessary 1:1 side slope to ensure adequate protection of its foundation. In discussing the logistics of locating the storage silos, the applicant did indicate that they could be located around the corner in the front of the building without adversely affecting its operation. Their stated hardship is the aesthetics associated with this facility in the front of their building. However, maybe architectural treatment could minimize the aesthetic concerns without creating a potential future structural liability issue. I will be available to further explain these concerns as necessary. Respectfully submitted, cc: Mike Ridley, Project Planner Joe Connolly, Supt. of Utilities/ Buildings Arnie Erhart, Supt. of Streets/ Equipment 2,Zas1,'C,lb,r4f(ePE. Mike Foertsch, Assistant City Director of Public Works Engineer TAC/jj' Attachment WArFIL N EArE/L I NNGVAT?MS INC. 1 I ? I ? I I I ?. 11 ti? II 3 w 0 0 N v -4 ? o ? Q Z W6,40ow Vt lat Rv2AL. 01raN `/ Z" Wi4rEtAM I N 7'Ocep 2n //- is 9.0 7*c MEMO TO: MIRE RIDLEY, PROJECT PLANNER MARILYN WUCHERPFENNIG, PLANNING AIDE FROM: THOMAS A. COLBERT, DIRECTOR OF PUBLIC WORKS DATE: NOVEMBER 23, 1990 SUBJECT: VARIANCE APPROVAL, SIDE YARD SET BACK WATER HEATER INNOVATIONS,.INC. 3107 BIBLEY MEMORIAL HIGHWAY (10-22480-020-01) At the November 20th Council meeting, the City Council approved the 14' variance to the 20' side yard set back for the above-referenced property to allow the installation of twin silo storage tanks for the site plan submitted with the application. However, the approval of this variance was with the condition that the footing for the foundation for this storage facility shall be placed at an elevation equal to the 12" watermain which runs parallel to the Meadowview Road right-of-way. A graphic of the intent of this condition was submitted by the applicant at the Council meeting and is attached hereto. In addition, the Engineering Department is to be given an opportunity to review the structural design of this footing to ensure that it can retain the underlying foundation material if the watermain. trench is fully excavated for repair and/or maintenance. Therefore, in informing the applicant of this variance approval, I would appreciate it if you would also inform them of this critical condition to its approval and directing them to submit the design criteria to my attention for the proper review process. Thanks for your cooperation in this matter. Thomas A. Colbert Director of Public Works cc: Joe Connolly, Superintendent of Utilities/Buildings Michael Foertsch, Assistant City Engineer TAC/jf Attachment Q R1 x -i a FIN r= 129,;` 915 OFFICE OF THE COUNTY RECORDER DAKOTA COUNTY, MINNESOTA CERTIFIED THAT THE WITHIN INSTRUMENT WAS RECORDED IN THIS OFFICE ON AND AT Am 15 12 s3 PM '95 1233995 DOC. NO. JAMES N. DOLAN, COUNTY RECORDER CBY: Deputy FEE U' SURCHARGE CASH D CHECK ESCROW ? WELL? CHARGE ? CHARGETO: REFUND DO NOT REMOVE Cr] ti n w ]' E .? rn R n ro w ? w CD rn N a a C ? oc ° n M y. M w a ? ?. °n E' co, K CD p 0 'b w R o O [D M V ~ C7 00 O y n y "rJ rr n y F.l C•, tv w C^ Transfer E ered This day of NOTICE Dakota County Treasurer-AU'1101,< CITY OF EAGAN NOTICE IS HEREBY GIVEN that the City of Eagan, Dakota County, Minnesota, has completed the proceedings for vacation of a public right-of-way lying over and across the following described property: V, That part of State Trunk Highway No. 13 Service Drive as dedicated on the tiE recorded plat of EAGAN-13 INDUSTRIAL PARK and now vacated which lies northeasterly of a line 13.00 feet northeasterly of, measured at a right angle to and parallel with the southwesterly line of Lot 2, Block 1 in said plat and lying southwesterly of a line drawn perpendicular to the east line of said Lot 2 from a i; point on the easterly line of said Lot 2 distant 35.80 feet southerly from the ?l northeast corner of said Lot 2. That said proceedings were taken and completed by the City of Eagan, Dakota County, Minnesota, on July 18, 1995; and that the description of the real estate and land affected by the vacation of said public right-of-way is contained in the Resolution vacating said public right-of-way of which a. copy is attached hereto and made a part hereof and marked as Exhibit "A" DATED: July 18, 1995 ATTEST: CITY COUNCIL - CITY OF EAGAN EXHIBIT A RESOLUTION CITY OF EAGAN WHEREAS, a regular meeting of the City Council of the City of Eagan, Dakota County, Minnesota, was held on the 18th day of July, 1995, at 7:00 p.m. at the Black Hawk Middle School located at 1540 Deerwood Drive, Eagan, Minnesota; all members being present; and WHEREAS, pursuant to M.S.A. §412.851, the Mayor convened the public hearing to consider the proposed vacation of a public right-of-way lying over and across the following described property: That part of State Trunk Highway No. 13 Service Drive as dedicated on the recorded plat of EAGAN-13 INDUSTRIAL PARK and now vacated which lies northeasterly of a line 13.00 feet northeasterly of, measured at a right angle to and parallel with the southwesterly line of Lot 2, Block 1 in said plat and lying southwesterly of a line drawn perpendicular to the east line of said Lot 2 from a point on the easterly line of said Lot 2 distant 35.80 feet southerly from the northeast corner of said Lot 2. WHEREAS, the Council at a regular meeting on the 15th day May, 1995, accepted a petition to vacate said public right-of-way pursuant to a petition and scheduled a public hearing on the vacation for the 20th day of June, 1995, at 7:00 p.m. at the Black Hawk Middle School at which time the public hearing was continued and held on the 18th day of July, 1995; and WHEREAS, Affidavits of Publication of Notice of Hearing in the Dakota County Tribune, dated June 1, 1995 and June 8, 1995, relative to the proposed vacation were submitted; and WHEREAS, said Notices of Hearing were posted at the City Hall; and WHEREAS, there appearing no objections to said vacation and the Council desiring to vacate said public right-of-way; and WHEREAS, it having been determined that other than petitioner, there are no other parties, including public utility companies, having an interest in said public right-of-way, and it appearing that it is in the public interest to vacate such right-of-way, and there being no objections; NOW THEREFORE, upon motion by Councilmember Hunter, seconded by Councihnember Wachter, all members voting yes, it was RESOLVED that the public right- of-way lying over and across the following described property is hereby vacated: That part of State Trunk Highway No. 13 Service Drive as dedicated on the recorded plat of EAGAN-13 INDUSTRIAL PARK and now vacated which lies northeasterly of a line 13.00 feet northeasterly of, measured at a right angle to and parallel with the southwesterly line of Lot 2, Block 1 in said plat and lying southwesterly of a line drawn perpendicular to the east line of said Lot 2 from a point on the easterly line of said Lot 2 distant 35.80 feet southerly from the northeast corner of said Lot 2. Dated: July 18, 1995. ATTEST: COUNCEL - CITY OF By:'FJ. VanOverbeke By: Thomas A. Its: City Clerk Its: Mayor RETURN TO THIS INSTRUMENT WAS DRAFTED BY: SEVERSON, WILCOX & SHELDON, P.A. 600 Midway National Bank Bldg. 7300 West 147th Street Apple Valley, MN 55124 (612) 432-3136 WKT/206-13176 H?.1tl MO,P7'GAGE* OAN 13UPVFY FO!? :.:?_•• --' :rai Q. L. JOHNSON INVESTMENT COMPANY per ken n. SCNOr! i Cr M.40sON. INC ?ricinrrK C Suavrvoes ate.-iHS EG ' MCA ,DO M . W Y7 M -? ?- :: 'p'?;•;:: Part of State Trunk ? , : '??li ;• H h N 13 ? way : ? ig o. ,, Service Drive To Be Vacated ROADWAY TO BE VACATED That part of State Trunk Highway No. 13 Service Drive as dedicated an the recorded plat of EAGAN-13 INDUSTRIAL PARK and now vacated which lies northeasterly of a line 13.00 feet northeasterly of, measured at a right angle to and parallel with the southwesterly line of Lot 2. Block 1 in said plat and lying southwesterly of a line drawn perpendicular to the east line of said Lot 2 from a point on the easterly line of said Lot 2 distant 35.80 feet southerly from the northeast corner of said Lot 2. Date: May 9, 1995 ?z__ ors Theodore D. Kemna and Surveyor MN Lic. No. 17006 Szct'?? I DRAINAGE AND UTILITY EASEMENT IN CONNECTION WITH EAGAN CITY PROJECT NO. 615 0, is 1293996 THIS EASEMENT, made this,? day of ?V_1995, between THE RRAM GENERAL PARTNERSHIP, a Minnesota general partnership, hereinafter referred to as "Landowner"; and TCF BANK MINNESOTA FSB, a federally chartered savings bank, hereinafter referred to as "Mortgagee"; and the CITY OF EAGAN, a municipal corporation, organized under the laws of the State of Minnesota, hereinafter referred to as the "City". RECITALS A. Landowner is the owner of the following described real property located in Dakota County, Minnesota, to-wit: Lot 2, Block 1, EAGAN-13 INDUSTRIAL PARK, according to the recorded plat thereof. And that part of the State Trunk Highway No. 13 Service Drive as dedicated on the recorded plat of EAGAN-13 INDUSTRIAL PARK and now vacated which lies northeasterly of a line 13.00 feet northeasterly of, measured at a right angle to and parallel with the southwesterly line of Lot 2, Block 1 in said plat and lying southwesterly of a line drawn perpendicular to the east line of said Lot 2 from a point on the easterly line of said Lot 2 distant 35.80 feet southerly from the northeast corner of said Lot 2 (the "Property"). B. Landowner has given a mortgage to the Mortgagee, which secures the Property. C. The Landowner and Mortgagee wish to grant and convey unto the City, its successors and assigns, a drainage and utility easement, over, across and under the Property. AGREEMENT 1. In consideration of One Dollar ($1.00) and other good and valuable consideration, the receipt and sufficiency of which is hereby acknowledged, Landowner and Mortgagee hereby grant and convey unto the City its successors and assigns, a 40.00 foot perpetual drainage and utility easement, over, across and under that certain portion of the Property described as follows: Fifteen (15.00) feet to the right and 25.00 feet to the left of the following described line and its extensions: Beginning at a point on the westerly line of said Lot 2 distant 56.63 feet northerly from the southwest corner of said Lot 2; thence southeasterly to a point on the Transfer Erdered This day of LL?w . L'?lfi 1 Dakota county Treasurer-Au6d9f easterly line of said Lot 2 distant 61.08 feet northeasterly from the southeasterly comer of said Lot 2 and said line there terminating. See also Exhibit "A" attached hereto and incorporated herein. 2. The grant of the foregoing permanent easement for drainage and utility purposes includes the right of the City, its contractors, agents and servants to enter upon the premises at all reasonable times to construct, reconstruct, inspect, repair and maintain pipes, conduits and mains; and the further right to remove trees, brush, undergrowth and other obstructions. After completion of such construction, maintenance, repair or removal, the City shall restore the premises to the condition in which it was found prior to the commencement of such actions, save only for the necessary removal of trees, brush, undergrowth and other obstructions. 3. The Landowner and Mortgagee, for themselves and their successors and assigns, do covenant with the City, its successors and assigns, that they are the Landowner and Mortgagee respectively of the premises aforesaid and have good right to grant and convey the easement herein to the City. IN TESTIMONY WHEREOF, the Landowner and Mortgagee have caused this easement to be executed as of the day and year first above written. THE RRAM GENERAL PARTNERSHIP, a Minnesota general partnership By dr?? Its: General Partner' TCF BANK MINNESOTA FSB, a federally chartered savings bank- By:. Its: By:_ Its: ?v2ZV?.A STATE OF M#Offl&@? ss. ) COUNTY OF DOOMTA 7q On this -V7-day of '?zA-1F , 1995, before me 'a Notary Public within and for said County, personally appeared la&,c 2T /- . JG ?a rcpt to me personally known, who being by me duly sworn, did say that he is the general partner of The RRAM General Partnership, -tbe gin, artnership named in the foregoing instrument, and that said instrum Sig od'1 . of sai general prship by its a ral partner. 'null AILY stir PUNIC . State of y n 1a.Nrc'OPA COUNTY TY ! My L.vTrr,r _v!res Feb. 25,1897 Notary Publi' STATE OF MINNESOTA) ss. COUNTY OF DAYAVA ) On this 30 day of Su n e. , 1995, before me a Notary Public within and for said County, personally appeared and 'ZI / ; - 77), fee ?,?,-? to me person ly known, wlio eing each by me duly sworn, Veach did say that they are respectively the and , .-f TCF Bank Minnesota, FSB, the federally chartered savings bank nametfn the foregoing instrument, and that said instrument was signed on behalf of said savings bank. APPROVED AS TO FORM: 4- 16, City Attorney's Office Dated: -7112-14 :5'- APPROVED AS TO CONTENT: Public Works Vepartment Dated: Tj f v Il , I K-5 THIS INSTRUMENT WAS DRAFTED BY: SEVERSON, WILCOX, SHELDON, P.A. z 600 Midway National Bank Bldg. Cr 7300 West 147th Street Apple Valley, MN 55124 I- (612) 432-3136 W RBB/wkt - 206-9567 tt571 Notary DEBOPAILJA EM N? MyCofn JuWE*UJaf.St,2 #2973741 MORTGAGE LOAN SUS V Y FOR Piemace eY: I SCNOELL d MADSON /NC. EN6iNEfRS d Sr_aRVEYQPS i ' M£A • VlE1J '?40 • • ? .tarG?l ?.r , • Y,-- vadwr. .T cwr, a.. s,,,,y • aqr • aipa f Z v / ? 3s - J a Q h 1 41 f h ha` Ya a. rr 1. YY• . 1a r?rraW pY. ?Ir•r y aY .r.r.W rwr. r ?•r AN rl .•wuw ?.r. rl ?...... a..o a.r.rru arrl?r r w . aaarr ?.. rr ? r.arw ..r. Z4 7 .a I 1 r.?r rarh w wa rwr r ?•+ r, h .r.,.r r w • •rrr r rw? . r i r rw. w ?rr,r. r .L:.I?S 127 a.rrwh f.w? ura ur 1293J`)ti I` OFFICE OF THE COUNTY RECORDER DAKOTA COUNTY, MINNESOTA CERTIFIED THAT THE WITHIN INSTRUMENT WAS RECORDED IN THIS OFFICE ON AND AT in is 12 53 PM '9s 1293991; DOC. NO. JAMES N.DOLA COUNTY RECORDER SY:„ Deputy FEE-5/.'l/L1n/• SURCHARGE-ILn.i?+?'f CASH ? CHECK$( ESCROW D WELL? CHARGE O CHARGETO: _ REFUND DO NOT REMOVE C c t 0 11 `7 -0. Ic #570 RIGHT-OF-WAY AND UTILITY EASEMENT IN CONNECTION WITH EAGAN CITY PROJECT NO. 615 1293997 THIS EASEMENT, made this ?&day of J-LOe- , 1995, between THE RRAM GENERAL PARTNERSHIP, a Minnesota general partnership, hereinafter referred to as "Landowner"; and TCF BANK MINNESOTA FSB, a federally chartered savings bank, hereinafter referred to as "Mortgagee"; and the CITY OF EAGAN, a municipal corporation, organized under the laws of the State of Minnesota, hereinafter referred to as the "City". RECITALS A. Landowner is the owner of the following described real property located in Dakota County, Minnesota, to-wit: Lot 2, Block 1, EAGAN-13 INDUSTRIAL PARK, according to the recorded plat thereof (the "Property"). B. Landowner has given a mortgage to the Mortgagee, which secures the Property. C. The Landowner and Mortgagee wish to grant and convey unto the City, its - successors and assigns, an easement for right-of-way and utility purposes, over the Property. AGREEMENT 1. In consideration of One Dollar ($1.00) and other good and valuable consideration, the receipt and sufficiency of which is hereby acknowledged, does hereby grant and convey unto the City, its successors and assigns, forever, the following right-of- way and utility easement situated within Dakota County, Minnesota, to-wit: That portion of the Property which lies northeasterly of a line drawn from a point on the northerly line of said Lot 2, distant 75.00 feet westerly from the northeast comer of said-Lot 2 to a point on the easterly line of said Lot 2 distant 35.80 feet southerly from said northeast comer. AND The southwesterly 13.00 feet thereof. Transfer Entered This day of y1 ?,1u-C DakotaCounty Treasurer-Auddo?`.. See also Exhibit "A" attached hereto and incorporated herein. 2. The grant of the foregoing permanent easement for right-of-way purposes includes the right of the City, its contractors, agents and servants to construct, reconstruct, inspect, repair and maintain a roadway and erect and maintain signs in conjunction with the public's use of said roadway and appurtenances and any signs erected in conjunction with the use of the roadway and appurtenances. 3. The grant of the foregoing easement for utility purposes includes the right of the City to enter upon the above-described easements to survey, construct, operate, control, maintain and use said transmission line, and to rebuild the same and also the right to remove therefrom any tree which may interfere with said transmission line, including the branches of trees overhanging said property. 4. The Landowner and Mortgagee, for themselves and their successors and assigns, do covenant with the City, its successors and assigns, that they are the fee owner and Mortgagee respectively of the lands and premises aforesaid and have good right to grant and convey the easements herein to the City. IN TESTIMONY WHEREOF, the Landowner and Mortgagee have caused this easement to be executed as of the day and year first above written. THE RRAM GENERAL PARTNERSHIP, a Minnesota general partnership By: --? 1 Its: General Partner TCF BANK MINNESOTA FSB, a federally chartered savings bank Y- NN By;,?,,1 'Y STATE OF MtNNE201-A) 4?,W?K) ss. COUNTY OF H?"ditA ) On this JL-day of 1995, before rge_a Notary Public within and for said County, personally appeared - y /- . ?J6 /yA-J-c A-) to me personally known, who being by me duly sworn, did say that he is the general partner of The RRAM General Partnership, the general partnership named in the foregoing instrument, and that said instrument was signed on behalf of said general partnership by its general partner. ?'90SALLIIE J. DAILY waray Puck - State of Adzmna -/ %Wir?vACOUNTY G "5Y Fab. 25,1997 Notary Public STATE OF MINNESOTA) Ss. COUNTY OF DtdEGZk) On this 3C day of E. , 1995, before me a Notary Public within and for said County, personally appeared i1d and 1:, r %1? • ?_ -i to me personally known, who being each by me duly sworn, each did say,that they are respectively the and !_is7lifof TCF Bank Minnesota, FSB;-the federally chartered savings bank named inahe foregoing instrument, and that said instrument was signed on behalf of said savings bank. AP OVED AS TO FORM: City Attorney's Off!p Dated: 7 h?-h) OEBONAN S. JANICUTA NOTApYPUBUGYINNESOTA ?j ` HENNEPIN COUNTY ? 11yCo9NtledonEl?IreeJen.31,2000 APPROVED AS TO CONTENT: Public Works Vepartment Dated: 7? I It, l Y4S THIS INSTRUMENT WAS DRAFTED BY: SEVERSON, WILCOX, SHELDON, P.A. 600 Midway National Bank Bldg. 7300 West 147th Street Apple Valley, MN 55124 (612) 432-3136 RBB/wkt - 206-9567 11570 Y 92110 1 06,/3.0 14:33 1995 FROM: 6125932354 TO: 1 PAGE: 7 MA"-30-95 TUE 15:13 R L JOHNSON COMPANY FAX NO. 6125932354 I, L P. EXHIBIT "h" YV-l-(7i-R.1 9P ut JVIOQTC.AGE I?I ? I?yCY?.?FQQ • .ai..-o....:'' ., PRAWAAW ": 9QVQk7f A . /e ons ' MEA , • • VIE i ?.W- ?..aw. •? . f ? v WlYlvl , r r ` n - • - I . IV . . r 4 .10 4?-t\. j1 74 ti} k !. Mr . 11 II.NIYY Ir. II?awY1 Y W NwIW W Ww1. .1 .. YYY• IA rr..11. a. r•...w a+. r. w w .w ?.. Ir r< w wr w •rr r... r ww. I a1?w?11F r as wr r aa•I+ ?L.r.l.a. J ?1?'?/.M NW w. 11111 12!)x).)7 T, OFFICE OF THE COUNTY RECORDER DAKOTA COUNTY, MINNESOTA CERTIFIED THAT THE WITHIN INSTRUMENT WAS RECORDED IN THIS OFFICE ON AND AT ka 15 lZ sa it, DOC. NO. 1293997 JAMES N. DOLAN4OUNTY RECORDER BY: _C 7i Deputy FEE?kOSURCHARGE CASH ? CHECKA( ESCROW ? WELL? CHARGE O CHARGE TO: _ REFUND DO NOT REMOVE SC_UE?PSOU, ccvc.c'nr ? Sl-/EL/?dN ?? SEVERSON9 WILCOX & SHELDON, P.A. RECEI/ED AUG 71995 LARRYS.SEVERSON JAMES F. SHELDON J. PATRICK WILCOX MICHAEL G. DOUGHERTY' MICHAEL E. MOLENDA A PROFESSIONAL ASSOCIATION ATTORNEYS AT LAW 600 MIDWAY NATIONAL BANK BUILDING 7300 WEST 147TH STREET APPLE VALLEY. MINNESOTA 15124-7538 (612) 432-3136 TELEFAX NUMBER 432-3780 August 3, 1995 Dakota Co y Recorder ' Dakot ounty Judicial Center 156 -West Highway 55 stings, MN 55033 RE: Notice of Completion of Vacation City of Eagan - T.H. 13 Service Drive, Eagan 13 Industrial Park Our File No.: 206-13176 Dear Sir or Ms.: KENNETH R. HALL LOREN M.SOLFEST ANNETTE M. MARGARIT 'BRADLEY SMITH SHARON K. HILLS ROBERT B. BAUER CHRISTOPHER A. GROVE Enclosed for filing please find Notice of Completion of Vacation of a public right-of-way, in aconnection with the above-referenced matter. Also enclosed please find our check in -the amount of $19.50 for the filing fees. Kindly record the above Notice after the County Auditor has entered the same in the transfer records and' noted upon the Notice the words "entered in transfer record.",,. Please return the recorded document to the undersigned. Thank you' for your cooperation. If you should have any questions, please,feel free to contact me. Very truly yours, SEVERSON, WILCOX & SHELDON, P.A. Wendy K. Twomey Legal Assistant WKT/wkt Enclosure cc: Ed Kirscht, City of Eagan INDIVIDUAL. ATTORNEYS ALSO LICENSED IN IOWA OR WISCONSIN -CERTIFIED REAL PROPERTY LAW SPECIALIST. USBA