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3475 Denmark Ave,A r CITY OF EAGAN 3830 Pilot Knob Road Eagan, Minnesota 55122-1897 (612) 681-4675 ON RECORD PERMIT TYPE: Permit Number: Date Issued: rf u 1 l fl I to +1 4,pH Lln /LA?I;(tu SITE ADDRESS: PERMIT SUBTYPE: ()) 1 81 o f' I 4ARK AVF V4CV T: FlFi'.1 07) 1r'4. vA 14 TYPE OF WORK: K F 14MV uY f RAN':,MI I .': 1 SIN INSPECTION DATE INSPTR. INSPECTION TYPE DATE INSPTR. I Al L At I Ft?f R PAID ()N t l O/t OUN11 PFRM t 1 #31693 PI AN r?FVTV1Jf () I-IV M1IP:1 HARf.V. s F ? Permit No. Permit Holder Date Telephone M ELECTRIC PLUMBING HVAC Inspection Dab hasp. Comments FOOTINGS FOUND FRAMING ROOFING ROUGH PLUMBING PLBG AIR TEST ROUGH HEATING TESTSVC ?t beg INSUL GYP BOARD FIREPLACE FIREPLACE AIR TEST FINAL PLBG AQ ? 0 FINAL HTG 6/Q p ( 7 ORSAT TEST BLDG FINAL BSMT R.I. BSMT FINAL DECK FTG DECK FINAL ?~ ' INSPECTION RECORD CITY OF EAGAN PERMIT TYPE: 3830 Pilot Knob Road Permit Number: Eagan, Minnesota 55122-1897 Date Issued: (612) 681-4675 SITE ADDRESS: r : APPLICANT: lit NMAkh lnk!?i,fFNTfti" IA 20TIl (!,01) 3:34 co'34 PERMIT SUBTYPE: r till 1 1 1411L. TYPE OF WORK: rr, r 0ONDAl IIIN 6! F`I.Nk 10 t3F n rr.ON j0 f 0 AN RFVJfWf V RY MTKF FtAfrP.K Permit No. Permit Holder Data Telephone M ELECTRIC PLUMBING p[7 HVAC ` G 7 9 7cv-? 10 1 Inspactlon Date Insp. Comments FOOTINGS / s 7A? FOUND FRAMING ROOFING ROUGH PLUMBING PLBG AIR TEST ROUGH HEATING GAS SVC TEST INSUL GYP BOARD FIREPLACE FIREPLACE AIR TEST FINAL PLBG FINAL HTG ORSAT TEST BLDG FINAL BSMT R.I. BSMT FINAL DECK FTG M+rV 4q DECK FINAL i? h %1- ilk D i? Ma?? o -- i ?ti-- ? rr SITE ADDRESS it #E Permit #E 3 ! 0O B Sect./Sub. INSPECTION INSPECTOR DATE COMMENTS INSPECTION INSPECTOR DATE COMMENTS .cV Zd 9 a 9 " L ?i vC "' - ?JC n5? r O S / R? Gf , • LUd J,? 41 a 9 f.. ., ti ri7? C Lc? d cz? 3 ?iV ?tk) `?'9k frlr? Sao r,„ ?.? s 0 TT TTTTT•'hTTTTTTTT+rTTTTTTTTRTTTTR?T?F?`TTTTIP CITY OF EAGAN CA SHIER: JS TERMINAL NO: 691 DATE: 03/19/98 TIME: 15:17:20 ID. NAME: JOSEPH F VARLEY CONST INC 2256 9001 3475 DENMARK AV 0 7 400.7 5 Total. Receipt Amount: iia400.75 CRO87315 USER IDs JAN YWWWWWWWWWW WW WWWWWWWWWWWWWWWWVIW'k11CNf`k ;k `k YC'k ?(?(;{(?(?41?17?C?Ll?t7R?C?7R1F??TRMT?R?TTRTTTTT?A?TTTT?T - CITY OF EAGAN CAcHTER: JS TERMINAL NO: 691. DATE: 0309/98 TIME: 00902 ID: NAME: JOSEPH P VARLEY CONST INC PP A 9001. 3475 DENMARK AV 4 1 7 59.21 'otal. Receipt Amount : 47759.21 ;RO873% 1'9FR ID: JAN 13-10 SPRINKLER SYSTEMS DELUGE & IS THERE AN ACCESSIBLE FACILITY IN E H CIRCUIT FOR TESTING IF NO, EXPLAIN PREACTION OYES ON It VALVES FACII CIRCUIT OPEMTE S FVLSIO IMALAAM DOES EAg1 CIRCUIT MRXIMUht TIME TO OPERATE VALVE RELEASE OPERATE RELEASE MAKE MOD YES NO YES NO MIN. SlG. HYDRO§TATIC: Hydmo.tic tests shell be made w not less than 200 pd 113.6 ban) For 1W0 hours or 50 p) 13.4 basal about sta0e pmsure m excess of 150 psi (10.2 ban) for two hours. Differential dryvice valve clappere shall be left open during int to prevent damage. All above round piping leak". shall be stopped. F Flew the requlyd rate until water Is clear as Indicated by ate eoll¢tlon of fo viyn melerlal in burlap bps at outlets such as 54nch ofpe i ) f P 71 L/ DESCRIPTION DESCRIPTION C n or m M (22 by anis aM blewalh. Flush at flews not Is,, then 400 GPM (1514 L/mIn) for 4-inch pi B00 G 5678 Wrong for 101Mh pipe and 2000 1500 GPh? i e 1000 GPM 13785 L/min) for 84neh plpe 760 GPM (2839 Llmin) for 64neh 1 , p p GPM 17570 Limin) for 12-Inch pipe. When supply cannot produce adpulstad low resas, able n maximum evellable. pP WIIAT?g 6toblbh 40 psi 12.7 ban) air pressure and measure drop which shall not exceed 1.% psi 10.1 bard )n 24 grain. Test which Shan not axad t•% PSI 10.1 ban) In 24 hours. easure sir pressure drop wenuIN slut no/md water lenl and air pressure d an m T ? ., ? ALL PIPING HYDROSTATICALLY TESTED Au_QAa PSI FOR --Z-HRS. 11 "0. STATE REASON DRY PIPING PNEUMATICALLY TESTED OYES ONO EQUIPMENT OPERATES PROPERLY OYES ONO ` DIt/1M 0.EApN0 OP GAGE LOCJtTEO N q WATER SUPPLY TEST PIPET RESIf%MLp?E¢y0.E WITH VALVE 1N TEST RPE OPEN WIDE ,FA Sj ' JITESTS PSI TEST STATIC PRESSURE: ?__PSI Underground mains and lead in Connections to system fifers flushed before Connection mode to sprinkler plpblg. VERIFIED BY COPY OF THE U FORM NO, 858 OYES ONO OTHER EXPLAIN FLUSHED BY INSTALLER OF UNDER. GROUND SPRINKLER PIPING [DYES ONO BLANK TEST0e0 NUMBER USED LOCATIONS NUMBER REMOVED GASKETS WELDED PIPING YES NO IF YES... DO YOU CERTIFY AS THE SPRINKLER CONTRACTOR THAT WELDING PROCEDURES COMPLY Ar?-?r?? udTES ONO WIT" THE REQUIREMENTS OF AT LEAST AWS 010.9. LEVEL AR-3 IN 00 YOU CERTIFY THAT THE WELDING WAS PERFORMED BY WELDERS QUALIFIED IN VES ONO WELD G COMPLIANCE WITH THE REQUt REMENTS OF AT LEAST AWS 010.9. LEVEL AR-3 DO YOU CERTIFY THAT WELDING WAS CARRIED OUT IN COMPLIANCE WITH A DOCUMENTED QUALITY CONTROL PROCEDURE TO INSURE THAT ALL DISCS ARE RETRIEVED, THAT OPENINGS IN PIPING ARE SMOOTH, THAT SLAG AND OTHER WELDING R(:SIOUE ARE REMOVED, AND THAT THE INTERNAL DIAMETERS OF Es5 ONO PIPING ARE NOT PENETRATED HYDRAULIC NAMEPLATE PROVIDED IF NO, EXPLAIN DATA NAMEPLATE ES ONO DATE LEFT IN SERVICE WITH ALL CONTROL VALVES OPEN, - ? / REMARKS Y Zell so NAME OF SPRINKLER CONTRACTOR >_? v ? s s c TESTS WITNESSED BY SIGNATURES R R R ER O o) TIT OA ?1 ?/t 4SA BACK Contractor's Material & Test Certificate for Aboveground Piping 0er, I ock ("jr, k?? ?3f CONTRACTOR'S MATERIAL & TEST CERTIFICATE FOR ABOVEGROUND PIPING PROCEDURE Upon CanPleyon of work, impaction and tats dull be made by the sontractar's h oaantst1w and wltnanM by an owner's repnantaths. All defeo0 Mall be corrected and system left In orviw before contractor's psmennd linailV Ism the lob. MAKE MODEL YEAR OF MANUFACTURE ORIFICE SIZE QUANTITY TEMPERATURE RATING S 11 SPRINKLERS 1 r to 1 16-57 - j S i7W I u 1 W PIPE CONFORMS TO STANDARD Y ? NO PIPE AND _ FITTINGS CONFORM TO STANDARD ES ONO FITTINGS IF NO, EXPLAIN ALARM DEVICE MAXIMUM TOM TO OPERATE TIIpOtIOII TEST PIPE ALARM VALVE TYPE MANE MODE MIN. SEC. OR FLOW INDICATOR DRY VALVE 1 MAKE, MODEL AL NO 0.0.0. MAKE MOD TIME TER AL TIME TOTRIP WATER AIR TRIPPOINT REACHED OPERATED THRU TEST PIPE PRESSURE PRESSURE AIR PRESSURE TEST O TLETa PROPERLY DRY PIPE MIN, SE PSI PSI PSI MIN. SEC, VES NO OPERATING TEST WlMeut O.O.D. With 0.0 . .0. IF NO. EXPLAIN INSPECTOR'S TEST PIPE IS OPENED. PRINTED IN USA COVER) Contractor's Material & Tat Certificate for Aboveground Piping A eertlfLaa thail be filled out and cloned by bosh npnantah+s. Copies shell be Prepared for sppmVin0 alth"1011e, o 11 Ind cantrestar, It it understood the ~"'a re rmentsth e's signature In not wry prejudices any claim epNnt aantrsetar Can faulty matnlal, poor amdmamhip. or failure to comply wlth worming wthorlty't "Imments or local ardlns roes. 7 0 Contract No.: Project No.: Submittal Date: /- CITY OF EAGAN SEWER & WATER PERMIT RELEASE FORM PROJECT DESCRIPTION: Substantial Completion of Sewer & Water ?c32?1? Date of Occurrence STEP I: PERMISSION TO HOOK UP SANITARY SEWER WATER MAIN Lines Lamped and Acceptable Properly Chlorinated & Flushed Deflection Mandrel Test Passed Entire System Pressure Tested Manhole Structures Properly Entire System Conductivity Tested Constructed (Cstg. & Cover, Rings, Cone, All Valve Boxes Accessible, Straight 1 ft. Sections, Final Rim Setting, & & Keyed Build and Invert) All Valves Opened or Closed as Approp. Infiltration Test Bacteria Test Completed SERVICES All Wye Locations Confirmed All Curb Boxes Exposed, Set to Proper Grade & Marked with Fence Post Required Service Risers Televised / COMMENTS: ?r xV ?? /,r/" 79t /, vcci2, a &14'Ti 1c'_ i?7?B/NUNO? STEP II: FULL USE PERMIT (OCCUPANCY) STORM SEWER STREETS Lines Lamped & Acceptable Material Tests Checked & Passed CB Structures Properly Constructed (Conc. Compressive Strength & Air (Cstg & Cover, Rings, 1 ft. Section, Content, Bitum. Extract & Gradation, Invert, Final Cstg. Setting & Build, Gravel Base Gradation). DL-DR Correctly Set Rings & Cstg. Utility Structures & Lines Clear & Free Set in Full Bed of Mortar) of Debris & Gravel (Gate Valves Keyed) Aprons, Dissipaters & Rip Rap Properly Installed COMMENTS: RECOMMENDATION: I herein verify that the tests and inspections indicated above have been successfully completed. Any deviations or exceptions are described in my comments. With this considered, I recommend that permission to hook up or permission for occupancy be granted as appropriate to the above indications. Signed: Projec ctor Confirmed by: Public orks Department G: Forms&Lists/Sew& W atPermrtRelFonn. doc CITY OF EAGAN 3830 Pilot Knob Road Eagan, Minnesota 55122-1897 (612) 681-4675 PERMIT PERMIT TYPE: BUILDING Permit Number: 031478 Date Issued: 04/09/98 SITE ADDRESS: 3475 DENMARK AVE LOT: 1 BLOCK: 1 TOWN CENTRE 70 20TH DESCRIPTION: KENNEDY B6ilding_,Permit Type Building 4grk Type UBC Occupancy---, Construction, T`y e Zoning Building Le,ngth Building W'dth Buiildirrg stories j TRANSMISSION COMM./IND. NEW B, H-4 II N CSC 116 42 1 4,844 322 SERVICE STATION C .TTY z; , gag REMARKS: ALL FEES PAID ON FTG/FOUND PERMIT #31593 PLAN REVIEWED BY MIKE BARCK FEE SUMMARY- U? go w CONTRACTOR: - Applicant - VARLEY CONST 23346034 16800 SHIELDSVILLE BLVD FARIBAULT MN 55021 (507) 334-6034 OWNER: KRAFT TIM 2279 BOULDER RD CHANHASSEN MN 55317 (612)535-5360 ( I hereby acknowledge that I ,have read thissappli mith, information is-correct "and ?.agree to, comply Statutes'a'6d City of Eagan-=0rdi'nance.s. -'. PPLICANT/PERMITEE SIGNAT RE ,pia -.x cation`andQstate that the al aRplicab1e,_ tata oi'- Mn. lI0Ul Rc, I J?v ISSUED $Y: ANA UREt RE 1997 BUILDING PERMIT APPLICATION (COMMERCIAL) 1 D CITY OF EAGAN , 681-4675 , The following are required with appropriate certification for all rM construction: 5N 7' (5 IM3) J • 2 each: architectural plans; mech. & elec. plans; fire sprinkler plans; structural plans; site plans; landscaping plans; grading/drainage/erosion control plan; utility plan • 1 each: set of specifications; set of energy calculations; electrical power & lighting forth; Special Inspections & Testing Schedule • Letter from MC WS (phone #2224423) indicating SAC determination • Code analysis indicating: codes used; occupancy classifications; setbacks; maximum allowable area as per Building and City Codes along with sq. ft. per floor; type of construction (synopsis of construction components) & any occupancy or area separation walls; 1 44 SOIL'S occupancy bads; exit synopsis with a diagram indicating exiting loads from each room or area, travel paths & all rated REPORT corridors; plumbing fixtures; and parking. DATE: la-q-177 Name: M k/ Q f DESCRIPTION OF WORK: a U+6 Papa; /- )Q4 C i/ CONSTRUCTION COST: 22 TENANT NAME: K P 4 a e d y T ?R As m T rf /Ors SITE ADDRESS: 375 ?` `°^tQ ?"? Ach, To w in, Ce i 4 r e 70 a o4 P.I.D. # LOT ? BLOCK 1 SUED. PROPERTY OWNER WORK TYPE: X NEW REMODEL Phone #: S3S-5360 Street Address: a..a-/q Q00lde'- /?oad City: C A a n 4 aS S 0/1 State: 1AIy Zip: SS3 / 7 CONTRACTOR Company: VaV 1!!!1 COn S?t "r-A'oh Phone Street Address: t goo -- t-e().5 L' II a- 131 ad city: .l? AA A) Zip: 5 s yZ ) ARCHITECT/ Company: A rc ? i ? 2c+S Plus Phone #: (04- 3 33 -6 7 Q ENGINEER Qd [?' Name: pa v/ d J. /' 1 e 81A Registration #: g 8 9 8 1 p 07 Street Address: )-03 N. W. ?S /i U ir D. t3??. 3) City: Rct r; 6 a y 14 State: ?J Zip: SJ a s Sewer & water licensed plumber (only if installing sewer & water): fo ®e d 2 +er /n / n C d I hereby acknowledge that I have read this application and state that the information is correct and agree to comply with all applicable State of Minnesota Statutes and City of Eagan Ordinances. Signature of Applicant: OFFICE USE ONLY BUILDING PERMIT TYPE i ? 01 Foundation ? 19 Comm./Ind. Misc. ? 21 Miscellaneous ,>EC 18 Comm./Ind. ? 20 Public Facility WORK TYPE X?' 31 New ? 33 Alterations ? 35 Tenant Finish ? 32 Addition ? 34 Repair ? 37 Demolition GENERAL INFORMATION Const. (Actual) =0 - Basement sq. ft. MC/WS System (Allowable) T;T First Floor sq. ft. wa City Water i UBC Occupancy R, pt-q sq, ft. Fire Sprinklered YEs Zoning c s c sq. ft. Census Code 3a z # of Stories sq. ft. SAC Code ? b Length n sq. ft. Census Bldg. Depth q-2"q Footprint sq. ft. 44 9444 Census Unit / APPROVALS Planning Building Engineering Variance Permit Fee Valuation: $ Surcharge _ Plan Review Q[2Pll r MC/WS SAC 1'vv?an°f ?^? 1? 1 t PO A City SAC Water Conn. S/W Permit V S/W Surcharge Treatment PI. V Road Unit - Park Ded. Trails Ded. at Water Qual. i w Other la,+- , u - - 1 Copies Total: r" ,:.„...a??.....o.r. jj ._,.?.IUu °k SAC SAC Units Meter Size PERMIT CITY OF EAGAN 3830 Pilot Knob Road Eagan, Minnesota 55122-1897 (612) 681-4675 PERMIT TYPE: BUILDING Permit Number: 031593 Date Issued: 03/18/98 SITE ADDRESS: 3475 DENMARK AVE LOT: 1 BLOCK: 1 TOWN CENTRE 70 20TH DESCRIPTION: Rte:, KENNEDY tuilding-J ermit Type )48uilding,Wbr? Type UBC Occupancy , , Construction_Tyoe Z o n i"h11 Building Length B-u i d.i.n g,, Wi d4th .:. r s iIdin stories fi°au axe Fde t?C- <, .r Censulikf ode TRANSMISSION FOUNDATION NEW B, H-4 II N CSC 116 42 1 4,844 322 SERVICE STATION t (< )'r?1,, t1 a,.) ??(f',f Ise t ?r1 as ?i ds REMARKS: S & W PLBR - TO BE DETERMINED PLAN REVIEWED BY MIKE BARCK FEE SUMMARY: VALUATION Base Fee Plan Review Surcharge SAC SAC % SAC Units Subtotal $2,837.25 $1,844.21 $245.00 $2,000.00 100 2 $6,926.46 $490,000 CITY SAC S/W PERMIT S/W SURCHARGE TREATMENT PL PARK DED TRAILS DED LANDSCAPE GUAR Total Fee $16,159.96 CONTRACTOR: _ Applicant - OWNER: VARLEY CONST 23346034 KRAFT TIM 16800 SHIELDSVILLE BLVD 2279 BOULDER RD FARIBAULT MN 55021 CHANHASSEN MN 55317 (507) 334-6034 (612)535-5360 I hereby acknowledge that I have read this. application and state that the in'formati'on •is c, orr0ct? and??,ag.rlie, -tq• coMplyti,wi i all app1t1oab1,e S,tot?oF,odMIn L_ Statutes and City of Eagan Ordinances. $200.00 $100.00 $.50 $888.00 $2,392.50 $652.50 $5.000.00 A LIGANT/PEdI E SIGNAT E 4z Gil. In', d - n ED SIGNATURE ? I° 1997 BUILDING PERMIT APPLICATION (COMMERCIAL) CITY OF EAGAN 681-4675 ?r The following are required with appropriate certification for all new construction: • 2 each: architectural plans; mech. & elec. plans; fire sprinkler plans; structural plans; site plans; landscaping plans; grading/drainage/erosion control plan, utility plan • 1 each'. set of specifications; set of energy calculations, electrical power & lighting form; Special Inspections & Testing Schedule • Letter from MCNVS (phone #222-8423) indicating SAC determination • Code analysis indicating: codes used; occupancy classifications; setbacks; maximum allowable area as per Building and City Codes along with sq. ft. per floor; type of construction (synopsis of construction components) & any occupancy or area separation walls, 1 OE SOIL'S occupancy beds; exit synopsis with a diagram indicating exiting loads from each room or area, travel paths & all rated RPORT corridors; plumbing fixtures; and parking. DATE: la-9-177 DESCRIPTION OF WORK: WORK TYPE: >C NEW 112 -161 Q Ufa CONSTRUCTION COST: y?1COCXi TENANT NAME: N P n ?' d y TCaCIS N! r fS Ord' SITE ADDRESS: 3 175 1 ek , a Aa- ? •Touh Ce4te 70 aoftgdd, LOT BLOCK SUBD. 1 P.I.D. # PROPERTY OWNER Name: 71m kra f i Phone #: ,S-3S-Z,360 Street Address: a a 79, QO J idw 12Oa d City: C. Aa n h a,s s en State: /t4/1, Zip: S S 3 17 CONTRACTOR Company: V6ty lzy Con 5 uc ?'o.? Phone # ?? `f Y X03 I Street Address '(-700 `fit e(?S rt If r+ 9100 City: AA Zip: 5s04 f ARCHITECT/ Company: A rc ? i ? e ??S P>< ?S Phone #: /ola- 3 33 -6 713 ENGINEER Name: ?a U/ d /`? e d i n Registration #: 9 8 9 8 fn 91997 Street Address: ao3 ?v•w. ?s? f(?t. ?"• t3?.r arc) 'V I City: State:) Zip: S? as I Sewer & water licensed plumber (only if installing sewer & water): f c) `® e d e +C/- /rl , 0 C d I hereby acknowledge that I have read this application and state that the information is correct and agree to comply with all applicable State of Minnesota Statutes and City of Eagan Ordinances Signature of Applicant: REMODEL r f` 7`4 C r /+ ?y BUILDING PERMIT TYPE 01 Foundation 18 Comm./Ind. WORK TYPE X? 31 New n 32 Addition OFFICE USE ONLY ? 19 CommAnd. Misc. ? ? 20 Public Facility r;?J p1.,4- 1 wa4 rrBorde? - ? 33 Alterations ? ? 34 Repair ? GENERAL INFORMATION ? s . 21 Miscellaneous • 't/3/97 35 Tenant Finish 37 Demolition Const. (Actual) Z tj -- Basement sq . ft. MC/WS System ' (Allowable) ? First Floor sq . ft. k3 v</ City Water i UBC Occupancy B , k - 4 sq . ft. Fire Sprinklered Vcs Zoning C = c, sq. ft. Census Code ?z z # of Stories I sq. ft. SAC Code C:) Length a sq. ft. Census Bldg. Depth vz q Footprint sq. ft. asy-,1 Census Unit APPROVALS Planning Building 0"A Engineering Variance Permit Fee raa,-O.,r Valuation: Surcharge Plan Review -- MGWS SAC 2,oo0. - (a @ t,ooo.-) City SAC aov.- (?CD Water Conn. S/W Permit o o . - S/W Surcharge s o Treatment Pl. sig. - (2(Z a ref. Road Unit - Park Ded. 3? z . sv Trails Ded. c z = o Water Qual. r--e) w 4 Other 5,ovo. - Lcw)xapc ?xno.:4? Copies Total: % SAC SAC Units 2 Meter Size $ -16P-6t9 DO 1 000 _ t l/ CITY USE ONLY L ? BL RECEIPT #: 90,l(0f?-? C SUBD. 1?L _ (fit /D ?Q RECEIPT DATE: 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: -qg Work Type: X New Bldg. _ Add-on Is Water Meter Required? Yes _ No Water Flow To inquire if Pressure Reducing Valve is required on new service, call 6814646. 1% of contract price or $25.00 minimum FEES Contract Price: $ / 80x 1% = $ 43 O, 0 c) THIS AREA IF INSTALLING Service: _ Existing (if coming off domestic line) OR _ New Backflower Preventer Permit Fee 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 = $ 25.00 Permit Fee $ n, ?0 ,State;surcharge.is $.50,per $1-,000 . ep rmit fee. r minimum oAV57 n"pd'ti?te t9 State Surcharge $ 0 50 .1A_0 ,Total Fee $ _? 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. SITE ADDRESS: J?,ervv\- ac'K , _ Repair _ U.G. Sprinkler GPM CITY: V ?/ a r l aC ee, STATE: / " ' ZIP: ?S SPRINKLER SYSTEM j t? TENANT NAME: y ajn?/` - rn vt Yt? . S S INSTALLER NAME: l7? lit, ZD / I n TELEPHONE #: STREET?RESS: /% p? GtS?L U ?/?(J {? /y, PERMITTEE CITY USE ONLY COMMERCIAL PLUMBING PERMIT -1998 METER SIZE Domestic Irrigation PRV Yes No UTILITY CONNECTION (APPLIES TO NEW SERVICE ONLY) REVIEWED BY: Building spector Date To determine meter size * See if it is indicated on back of Building Inspections card * Enter address in PIMS Screen 301 to obtain S&W permit # * Check PIMS Screens 110 (Remarks) * If gallons per minute are less than 25, a I" meter will be required. If gallons per minute are more than 25, a 2" turbo with strainer will be required. This information is to be supplied by the designer of the system. Consult with Plumbing Inspector if Licensed Plumber does not know GPMs. Before selling meter Check PIMS Screen 320 for approval of inspection results. No meter will be sold before all sewer and water inspections are complete on a new service. If new service lines are not required, one check may be written for meter and permit costs. Write meter type and size on receipt, code to 3716-9220 (meter portion only), and forward copy to Utility Billing Clerk. * Enter meter size, type, receipt #, date & amount paid on PIMS Screen 110. Copy of receipt should be given to Utility Billing Clerk. Miscellaneous Information " The installer is to contact Building Inspections at 681-4675 for inspection of the inside water line and backflow preventer. The Central Maintenance Division may be reached at 6814300 for water turn-on. ' If meter is over 5/8", notify Central Maintenance so they can tell you if there is one in stock before plumber goes over there. JSIForms.bld/plbg permit (comm) 1997 L/ CITY USE ONLY L ? I ;?D SUBD. V ja . APPROVED BY: RECEIPT #: I a 1A S RECEIPT DATE 17 1998 PLUMBING PERMIT (COMMERCIAL) CITY OF EAGAN 3850 PILOT KNOB RD EAGAN, MN $5122 (612) 681-4675 Please complete for: all commercial/industrial 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: Work Type: _ New Bldg. _ Add-on _ Repair I, U.G. Sprinkler Description of Work: To inquire if Pressure Reducing Valve is required on new service, call 681-4646. FEES I% of contract price or $25.00 minimum Contract Price: $ x 1% = $ - RPZ COMPLETE THIS AREA ONLY IF INSTALLING UNDERGROUND SPRINKLER SYSTEM Service: _ Existing (if coming off domestic line) OR - New Backflower Preventer Permit Fee»»»»»»»»»»»»»»»»»»»»»> $ 25.00 Water Flow GPM S - Water cj as Water Meter 1 @ $189.00 r 2" Turbo @ $871.00 7i If "new service" add Water Permit $ 50.00 = $ $ SO State Surcharge $ .50 = WAC $ 807.00 = $ Water Treatment $ 444.00 = $ Permit Fee State surcharge is $.50 per $1,000 of ep Emit fee or minimum of $.50 per permit State Surcharge Total Fee 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. ^ 40 SITE ADDRESS: TENANT NAME: IS ,7LNI"1? n A INSTALLER NAME: AU TELEPHONE #:?U STREET ADDRESS:/ ?,!:2 i0 CITY: nZzvn LAk S /ZIP: SIGNATURE OF PERMITTEE CITY USE ONLY L BL _L SUBD. "_ a& . 7d C;?o ??3 8 RECEIPT#: ///a RECEIPT DATE: 517 /5 1997 MECHANICAL 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 permits are not required for each dwelling unit. DATE: 1510 V CONTRACT PRICE: 34,ODu, 06) WORK TYPE: Y, NEW CONSTRUCTION INTERIOR IMPROVEMENT DESCRIPTION OF WORK: N JAC I fJSTAtc t?Tw tJ FEES: ? $25.00 minimum fee or 1% of contract price, whichever is greater. ? Processed piping - $25.00 State surcharge of $.50 per $1,000 of permit fee due on all permits. CONTRACT PRICE x 1% PROCESSED PIPING STATE SURCHARGE TOTAL SITE ADDRESS: OWNER NAME: VQr?ni CA?n*u CAQYI TELEPHONE #: 7 33q _ 053 TENANT NAME: (IMPROVEMENTS ONLY) INSTALLER: ADDRESS: Fa)-y?ck5ar, ? r?Q - r Cehd . 3(o5U k??-?tLat-G ?v ? ? CITY: STATE: M? ZIP: 5611-2- PHONE #: x-/52 - 2--7--76 SIGNATURE: / ` ?lA c ' SIGNATURE OF P RMITTEE CITY INSPECTOR 'No.no 5-6 '5gD,0 r? _`j ; (1997 BUILDING PERMIT APPLICATION (COMMERCIAL) I ?Q CITY OF EAGAN ' I I 681-4675 The following are required with appropriate certification for all ngw construction: • 2 each: architectural plans; mech. & elec. plans; fire sprinkler plans; structural plans: site plans; landscaping plans; grading/drainage/erosion control plan; utility plan • 1 each: set of specifications; set of energy calculations, electrical power & lighting form; Special Inspections & Testing Schedule • Letter from MCNVS (phone #222-8423) indicating SAC determination • Code analysis indicating: codes used; occupancy classifications; setbacks; maximum allowable area as per Building and City Codes along with sq ft. per floor; type of construction (synopsis of construction components) & any occupancy or area separation walls: 1 Q SOIL'S occupancy loads; exit synopsis with a diagram indicating exiting bads from each room or area, travel paths & all rated REPORT corridors; plumbing fixtures; and parking. DATE: 1a-9-`T7 DESCRIPTION OF WORK: WORK TYPE: _X NEW 6F QW. 4i. Ct Utz) REMODEL r` cil CONSTRUCTION COST: -y 1f) da? gNANT NAME: ?P ?? ?' d y 7`RIiS lt1 iSS!`d?? SITE ADDRESS: 3`175 ?`^N?^1a ?"G LOT BLOCK SUBD. Totten CeA 41,e 7o aO?AAp D.# S3 S-S 3 6 0 PROPERTY Name: f ^f kra f f Phone* OWNER Street Address: a. a 79 Q O U./d 011 112. O ?` C( City: C A cr n h as s Lm State: /t.,w zip: SS3 / 7 CONTRACTOR Company: \J6 l Co„S7'?UcrS'oh Phone# ?3N"iro3? Street Address: ti-Soo:e(??J.II? r31 J? City: mac. ; .1?- 1 &A] Zip: z55-07 -1 Company: Arch i 4 e c+S /O lvS Phone #: &1-1- 3 33 -6 7 Q Name: Registration #:-i $ C? 09 Street Address: a ° 3 A/ • W- E 0 City: '&Vi d J. /"l eA;A PC(/-; hi CL t/ 14 State: /tAAJ Zip: SS a a I Sewer & water licensed plumber (only if installing sewer & water): to 4 e a e +Cj- M' In C d 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. 1, Signature of Applicant: I ARCHITECT/ OFFICE USE ONLY BUILDING PERMIT TYPE o 01 Foundation ;a 18 Comm./Ind. WORK TYPE xC 31 New ? 32 Addition GENERAL INFORMATION Const. (Actual) 0 (Allowable) UBC Occupancy µ Zoning C S # of Stories I Length Depth s? Z q APPROVALS Planning ? 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 xms $ '190'C'06. ? 21 Miscellaneous ? 35 Tenant Finish ? 37 Demolition Variance Permit Fee 2937.2 s Valuation: Surcharge 2-'Is. - Plan Review ,?'44. 2- MC/WS SAC 2,ooo.- City SAC 200. - CZ a wv. -) Water Conn. SAN Permit o o. - S/W Surcharge so Treatment PI. as 8. - (2 C` q ,4 It. Road Unit - Park Ded. :2 3a z . sv Trails Ded. vs 2 so Water Qual. pe) w / T-- a+ Copies Total: Other s•ooo. - ta.d-cap.. 5ecu,.1y % SAC SAC Units - 2-Meter Size MC/WS System vs'VCity Water i Fire Sprinklered Vcs Census Code 32- z SAC Code o Census Bldg. NsyJ Census Unit _L Engineering f Arit, u. iyyo J•?ir61 LARJVN 11Wiill CCttIN 'It Larson Bnglneering of Minnesota Facsimile Transmittal .. 3524 Labore Road white Bear Lake, MN 55110 (012) 481-9120 Fax. (612) 401-9201 Larson To: Dick Miller Company: Varley Construction Fax #: 1-507-334-0536 From: Henry W. Voth Subject: Kennedy Transmission Number of pages following this cover sheet: 1 Sheet Numbers sent: Hard copies will be mailed: No Please call if you do not receive all pages (612-481-9120) REMARKS: Masonry Special Inspection Report . t NV. 6 U i U Data: April o, 198b Comm.No. 97920 Time: 4:42 PM 1 /. L cc Jerry Boyum (Architects Pius), Mike Barck (City of Eagan) nl u, V. IJJV J•JIHil Ln[WVII PHVInB11611IV - Larson Enplnsering 0II.1lnneaota 3524 Labors Road Whhe Bear Lake, Minnesota 55110' 612481-9120 Fax: 612 481-9241 5 Larson 19V. oulu r. L/L FIELD INSPECTION REPORT gr, Gd ?-7/,4Y Project Name kQwlw F_tp4 SR?? tS t 11SSIv?! Commission No, g1g2U Location IF' FN.rA r-- '-,I Client _Age-%A F_crs PLJS WEATHER TEMP, Individual Net WIND Structural Completion of Building HUMIDITY Footings 100°% Foundation Walls _ `3S °/ Slab on Grade t7°/ Backfilling An %s First Floor Framing )JA Second Floor Framing tiles Roof Framing 01/1 Exterior Finish 0°I, Other DATE •4 - G -98 DAY -5 rs T V, H 5 , ..1 27 io o >os, AS r• son M ? . .,.y, Purpose of inspection Ml\a 61.1 Mtf sF,6 C.IA t F-.t S P r c T l or./ Items Noted FouIJ17 iT=I,C L1 PT-Lfs WF2j L) r -M G R,AroY-- ? Ni,4,rJ R0-aPry, Az :&4-0- SFAGt1-IC LL/cLE II..I AC.L,[JeDALt CE W ITH IOLINW IL Au-s WSP-E G2 5t4LY 6R-0i.-)-M0 , taaart 4IIN n A D G.Q (J -TE r-v rZ r I ci s NLOZ-F- C C1 v 1.4 13y U V u sent To ?G R1c l 'DSO-c. u t--n Of ?4 R G bk is rS PLUS Date 4-(6 -98 • itrrt. 1?. 1J40 4:CIAH1 LAhOVIA hNgIIittttIiU Larson tngineering or Minnesota t-acsimile Transmittal i' - 3324 Labora Road White Bear Lake, MN $5110 (612)481-9120 Fax: (612) 481-9201 Larson To: DICK MILLER Company: VARLEY CONSTRUCTION Fax #: 1-507-334-0536 From: Henry W. Voth Subject: KENNEDY TRANSMISSION Number of pages following this cover sheet: 1 Sheet Numbers sent: Hard copies will be mailed: NO Please call if you do not receive all pages (612-481-9120) MASONRY SPECIAL INSPECTION REPORT #2 [AV. 011 r. lic Date: April 13, 1996 Comm,No, 979220 Time: 10:10 AM - 111131w cc Jerry Boyum (Architects Plus), Mike Barck (City of Eagan) At f, !J. I'd'a6 9 L1A1A LAKLJVli h fl U I lit tt. I flh Larson Engineering of Minnw[A 3524 Labore Road White Bear Lake, U1nneaota 65110' 612481-9120 Fax: 612 461-9201 Larson fdv.. J11 t. r// FIELD INSPECTION REPORT *- ?- Project Name 1?>~t.llarny T2P.US. Commission No. `2 27 Location F FtC.I-r N h r-t l-4 Client A C.,I4 Ir M. L IGLUS WEATHER X2.4 I=4 I`I TEMP. Individual Met WIND Structural Completion of Building HUMfD1TY Footings [Do % Foundation Walls Slab on Grade 'T Back£illing First Floor Framing Second Floor Framing Roof Framing Exterior Finish Other _ F Asr u Purpose of Inspection DATE 4"13-'9 DAY , S XM T ' " 5 W ,„ CY • Dt,S..l ILA Lv. .•w 5 l` 10 ]i ]SV ? !p C 100 !Sw zl.n 1:. u.y w we w•. u..nu ti PzN0r t?A-S0I-Jrt-r PfSC1IAL 1h.tSPFr-.1041 Items Noted r AST" 1., ) f4, L.L rNS NF-AV l_tJCA G.Ot-tiPLF=Ttnl! I T` Ji.I I,--, -St I- [' I-= ld ('`1 <v V ) u T' t-• .,) fa U r) A!5j 0 A R Vii ors 6F- I ht C, 12L }t:C F Q Problem Areas For Contractor to Correct Q0 64 By W Sent To Sr IQ 12`1 Sow" Of Date -4- 13 - 98 Ap-cLA I T`9C rc f LUS LL 471CIC 4--%%LLr59,, CVfaRLt'5`1 C.01-J I`4\ti? fvPtfaC.1C CG 1-"1 0 t' F+=, .,r.?'? AMERICAN 1 ENGINEERING TESTING, INC, CONSULTANTS • GEOTECHNICAL • MATERIALS • ENVIRONMENTAL ?« d y??l9Y PROJECT: KENNEDY TRANSMISSION EAGAN, MINNESOTA AET JOB NO.: 02-00205 REPORTED TO: KENNEDY TRANSMISSION 1399 TOWNE CENTER DRIVE EAGAN, MINNESOTA 55123 ATTN: TIM KRAFT CC: JOSEPH VARLEY CONST., INC. ATTN: DICK MILLER DATE: APRIL 3, 1998 This report presents the results of the soil observations we performed for the referenced project. Our services were conducted on an intermittent basis. The scope of our work was limited to the following: • Observing the soils in the bottoms of the trench excavations for the footings. • Drilling shallow hand auger borings in the bottoms of the excavations. • Performing hand cone penetrometer probes in the bottoms of the excavations. • Evaluating the suitability of the exposed soils to support the anticipated building loadings. • Summarizing the results of our services iri a written report. Our work on this project was authorized on February 19, 1998, by Mr. Tim Kraft from Kennedy Transmission. 'AN AFFIRMATIVE ACTION EMPLOYER' 2102 University Ave. W. • St. Paul, MN 55114. 612-659-9001 • Fax 612-659-1379 Duluth • Mankato • Marshall • Rochester • Wausau AET #02-00205 - Page 2 CONCLUSIONS Based on the results of our observations, hand auger borings, hand cone penetrometer probes, and our review of the available information, it is our judgment that the soils exposed at footing grades in most of the observed excavation bottoms for the building footings were suitable for support of the structural loadings. We did not observe the soils at foundation grade along the west perimeter footing. The surface fill soils exposed along the central portion of the interior strip footing were judged to be too soft for support of the footing loads. We recommended the excavation in this area be extended deeper to expose the more competent soils encountered about 16" below planned grade at the locations of our hand auger borings. We were informed the foundation would be constructed at the deeper elevation after completion of the recommended excavation. These conclusions are intended as a summary. Read the remainder of the report for specific information. DESIGN INFORMATION We understand the construction will be a single story slab-on-grade building. We further understand or assume that the construction underway will: • Have a floor elevation of 897.5. • Be supported by conventional spread footings designed using an allowable soil bearing pressure no greater than 2,500 pounds per square foot (psf). • Have approximate overall dimensions of 115' by 42'. • Use masonry block and structural steel frame construction. AET #02-00205 - Page 3 • Have normal tolerance to settlement. • Be constructed according to applicable building code requirements. Deviations from the above design information could necessitate altering our conclusions and recommendations. Contact us if the information stated is different from the actual project design. BACKGROUND INFORMATION Previously we performed a subsurface exploration program at the referenced site. The results were presented in our December 11, 1997, report (AET Job No. 97-3275.) Refer to that report for pertinent background information and for our recommendations to prepare the building area for structural support. EXCAVATION OBSERVATIONS We observed the footing excavations for the building on March 26, 1998. We were not present at the site on a full-time basis. Our services consisted of two visits to the site, coordinated with Joseph P. Varley Const., Inc., which allowed us to observe the soils in the footing excavations, except the west perimeter footing. In addition to observing the soils exposed in the excavations, we conducted shallow hand auger borings and hand cone penetrometer probes in the bottoms of the excavations. The soils encountered were classified in general accordance with ASTM:D2488. Estimates were made of their strength properties based on their resistance to advancement of the hand auger and the hand cone penetrometer readings. The soils were also compared to the soils described by the preliminary boring logs. The soils exposed in the bottom of the excavation were classified as fill, similar to those described in the preliminary report and the associated soil boring logs. The bottoms of the excavations were AET #02-00205 - Page 4 at planned footing grades-The bser_ved_soils- in-most-of-the-footing areas w-_ere`_ judged suitable for-supportof the-building-loads. In the central part of the interior strip footing, existing fill soils were judged unsuitable for support of the footing loads. We recommended these soils be removed to expose the underlying more competent fill soils encountered at depths of466ut_16_below footing grades; by our hand auger -boriW -These firmer ill;soils were judged-suitable to supportthe structural loads- To protect the client, the public and American Engineering Testing, Inc., this report (and all supporting information) is provided for the 2ddressee's own use. No representations are made to parties other than the addressee. Our services for this project have been conducted to those standards considered normal for services of this type at this time and location. Other than this, no warranty, either express or implied, is intended. Report Prepared By: Report Reviewed By: Ga . Larson Senior Engineering Assistant L110 Steven D. Koenes, PE Principal Engineer MN Reg. #13180 Attachments: Earthwork Quality Control Information Freezing Weather Effects on Building Construction EARTBWORK QUALITY CONTROL INFORMATION EXCAVATION BASE EVALUATION Judgments of supporting soils are based on soils exposed, and on local samples of soils retrieved by hand augermg and probing. Because conditions in the subsurface are hidden, it is not possible to fully characterize the subsurface conditions. Therefore, the client must accgt that our judgments are limited to those soils which are directly observable to us. As soil conditions may be variable at depth, it is best that excavation base observation be aided by deeper exploratory test borings (usually done prior to construction). Although these deeper borings may not totally reveal what is in the, subsurface, they greatly reduce the risk of deeper poor soils going undetected. The presence of ground water within the excavation can also limit the supporting soil evaluation process. Also, if standing ground water is present, there is a risk to the client that compressible soils may not be observed and remain beneath the water during excavation. The compressible materials can become trapped beneath or within the subsequently placed fill. FILLING Structural fill placement is commonly monitored by performing local compaction tests, which entails comparing a field density test to a laboratory Proctor test to arrive at a percent compaction. Density tests of fill only provide the compaction level of the fill at the location and elevation of the test. As many factors control compaction, such as fill lift thickness, moisture content, material type and compactive effort, compaction variation within fill can exist which may not be represented by the tests. Density (compaction) tests are considered representative when used in a conscientious program of controlled fill placement, where the factors influencing compaction are closely monitored. Conclusions about fill suitability to support structural loadings from the results of a limited number of compaction tests includes increased risk, unless the individual drawing the conclusions has complete knowledge of the afore-mentioned variables daring placement. For this reason, part-time testing on a "trip" basis includes more risk to the client than "full-time" monitoring/testing. OVERSIZI Structural elements also exert loadings laterally; and because of this, the excavation and subsequent fill system needs to be oversized to accommodate these loadings. The extent of lateral oversizing is normally associated with the movement sensitivity of the structure and the strength/compressibility properties of the soils remaining along the excavation sidewalls. Oversizing on the order of 1 (horizontap:l (vertical) is typically provided for foundations in "normal" conditions. However, oversizing on the order of 11/2:1 or more is usually needed in highly compressible situations such as swamp deposits. AET does not practice in the field of surveying and mast rely on location and elevation staking of proposed construction by the client or their representative. Our measurements in the field are made in relation to those stakes or other location and elevation information provided to us. The reliability of AET's opinions, conclusions and recommendations based on those measurements is dependent on the accuracy of the staking or information provided by the client or their representative. FREEZnvli WMATiIL•D - Sods which are allowed to freeze will heave and lose density. Upon thawing, these soils will not regain their full original strength and density. The extent of heave and density/strength loss depends on the soil type and moisture condition; and is usually more pronounced in finer grained soils, and particularly silty soils. Foundations, slabs, and other improvements affected by such frost movements should be protected from frost intrusion during freezing weather. If filling takes place daring freezing weather, all frozen soils, snow and ice should be stripped from all areas to be filled prior to new fill placement; and the new fill should am be allowed to freeze during or after placement. For this reason, it is usually more beneficial to perform excavate/refill operations daring freezing weather in smaller plan areas where grade can be attained quickly rather than working larger areas where a large amount of frost stripping may be needed. STRUCTURAL suPP E T ON idly! )mm i Fn FILL Risks are associated with supporting structures on fill which has not been placed in a controlled and well documented manner. Even where existing fill appears to be well compacted (including when soil borings have been performed), hidden poorer or looser soils can potentially exist below or within the fill; or previous excavation and extension of the compacted fill may not have been provided with sufficient oversize in all directions to accommodate the new lateral loadings. Risks can be reduced by means of increasing the amount of testing and observations. 02FLD014(4196) AMERICAN ENGINEERING TESTING, INC. w FREEZING WEATBER EFFECTS ON BUILDING CONSTRUCTION GENERAL Because water expands upon freezing and soils contain water, soils which are allowed to freeze will heave and lose density. Upon thawing, these soils will not regain their original strength and density. The extent of heave and density/streagdt loss depends on the soil type and moisture condition. Heave is greater in soils with higher percentages of fines (silts/clays). High silt content soils are most susceptible, due to their high capillary rise potential which can create ice lenses. Fme grained soils generally heave about 114" to 3/8" for each foot of frost penetration. This can translate to 1 ° to 2° of total first heave. This total amount can be significantly greater if ice tensing occurs. rnntcmERAVONS DESIGN Clayey and silty soils can be used as perimeter back it , although the effect of their poor drainage and frost properties should be considered. Basement areas will have special drainage and lateral load requirements which are not discussed here. Frost heave may be critical in doorway areas. Stoops or sidewalks adjacent to doorways could be designed as structural slabs supported on frost footings with void spaces below. With this design, movements may then occur between the nrrcmral slab and the adjacent on-grade slabs. Non-frost susceptible sands (with less than 12% passing a #200 sieve can be used below such areas. Depending on the function of surrounding areas, the sand layer may need a thickness transition away from due area where movement is critical. With sand placement over slower draining soils, subsurface drainage would be needed for the sand layer. High density extruded insulation could be used within the sand to reduce frost penetration, thereby reducing the sand thickness needed. We caution that insulation placed near the surface can increase the potential for ice glazing of the surface. The possible effects of adfreezing should be considered if clayey or silty soils are used as baclaill. Adfreezing occurs when backfiil adheres to rough surfaced foundation vlalls and lifts the wail as it freezes and heaves. This occurrence is most common with masonry block walls, unheated or poorly heated building situations and clay backfill. The potential is also increased where backfill soils are poorly compacted and become saturated. The risk of adfreezing can be decreased by placing a low friction separating layer between the wall and backfill. Adfreezing can occur on exterior piers (such as deck, fence or other similar pier footings), even if a smooth surface is provided. This is more likely in poor drainage situations where soils become saturated. Additional footing embedment and/or widened footings below the frost zones (which includes tensile reinforcement) can be used to resist uplift forces. Specific designs would require individual analysis. CONSTRUCTION CONSIDERATIONS Foundations, slabs and otter improvements which may be affected by frost movements should be insulated from frost penetration during freezing weather. If filling takes place during freezing weather, all frozen soils, snow and ice should be snipped from areas to be filled prior to new fill placement. The new fill should not be.ailowed to freeze during transit. placement or compaction. This should be considered in the project scheduling, budgeting and quantity estimating. It is usually beneficial to perform cold weather earthwork operations in small areas where grade can be attained quickly rather than working larger areas where a greater amount of frost stripping may be needed. If slab subgrade areas freeze, we recommend the subgrade be thawed prior to floor slab placement. The frost action may also require reworking and recompactioa of the thawed subgrade. AhICAN ENGINEERING TEST--]VG, INC. 5©73348350 4 FV-27-98 FRI 12:45 ARCHITECTS PLUS FAX NO. 5073348350 P.01/02 architects plus 203 n.w. 1st ave., suite b faribault, minnesota 55021 5071334-2251- local 6121333-6713- metro architectsplus@ll.net - e mail `Designing to exceed client's expectations" This fax is to: Company C- { y O ??A N Fax No. (Q I a - US I - LP 9 q-- Name f(l l 2 b Y ??L This fax is from: Name N-T ?vm) Project No% l 01 Date r Re: CC?ZJ? VYWLM dWyac try We are transmitting a pages (including this sheet). If you do not receive all the pages, please call immediately. 'S k4 4 - -EojLhaJ . Reply requested Yes O No O our fax number is 5073348350 F)8--Z7-98 FRI 12:46 ARCHITECTS PLUS FAX NO. 5073348350 P.02/02 FEB 27 '98 08:51 FR AM ENG TST ST PRUL 612 659 1379 TO 915073348350 P.02/02 rcD=co-an lnu 1 n i i HKGhI I'EO'S FLUS FAX NO, 5073348350 P,02/02 SP$CIAL INSPECTION AND TESTING SCHEDULE (To be used in accordance with the "Guidelines for Special Inspection and Testing PAOJECT NAXt r-- W 1_I r .n11 7rZ Al-,&,S In l%. C. I & O PAO.SECT NO. Locs.•riott M- FN c%); h.d t??yl lI) UG°;7Zl Q'L ?P PERMIT No. Sp2CiAL USF9=10H eCB8Di7t.$ a e Dsecri tto abZ9W S Type or 3 Report rcen4emey -ro TPrI? Acrigned fr_L"_i. J (o L4_ Oh1CfL T? ----- - - T T'cTRL Q e.Lw "r A KAf1 £ 1"1 R or =A ` This-echeduie to oe tilled out and included in the project specification. Information unavailable at that time to be filled out when applying tot A building permit. (1) Permit No, to be provided by the Building Official. (2) Use descriptions per U.S.C. Section /70/.f {3) Special In¢pmetor, Testing Agent or Fabzieetor. C?m ysg-I. f9 w y? (P- (4) Firm contracted to perform services, ACRNaNLBI)oF)ENTS Sach appropriat? representative muot sign tielowl Owner: Firm: ?(s_.aA1F./rti TRRW?!-I?cs ,a:Late: Contractor: o aa4 Firm: Date: Architect: ? Tirm: A:aes:rFera 1PLJy Date: (2.1$''fi7 SER: Firm. L6140ewc . Data: W- 11-}a -4-1 •SIi ', Flrm: ,. .?- Date: 6 c . Firm:_ L bQ:.i ti %.J C, Date. TA Pirm:_ Pd+l?c1??_ l ?+f(.:?1FrR:? t Date: 227-H6 =A' Firm: _ Date: F: Firm: Data: ?- F: Firm: Date: • The individual names of all proepectlve epeCial lnapectora and the work they intend to observe must be identified on the reverse side of this form. L¢gand: 5LR n Structural Enginear of Record SI a Special Inspector TA a Teetin¢ Aoent o ••?-^••-- ** TOTAL PRGE.02 ** BUILDING SYSTEMS FOR KENNEDY TRANSMISSION - EAGAN, MN WALLS "R" Value U" Value Sq. Ft. System # 1 Outside Air Film 0.17 4" Face Brick 0,44 2" Polystyrene 10.00 8" C.M.U. 1.11 Inside Air Film 0.61 12,33 0.081 4224.00 System #2 Outside Air Film 0.17 3/4" Cedar Fascia 0.62 ? Exterior Grade Sheathing 1.32 6" Fiberglass Insult. 19.00 Inside Air Film 0.61 21.72 0.046 304.00 Glazing Outside Air Film 0.17 1" Insulated Glazing 2.40 Inside Air Film 0.61 3.18 0.314 500.00 Doors Outside Air Film 0.17 18 GA. Insulated Hollow Met 8.00 Inside Air Film 0.61 8.78 0.114 66.00 Outside Air Film 0.17 2" Insulated O. H. Door 6.11 Inside Air Film 0,61 6.89 0.145 480.00 ROOF "R" Value U" Value Sq. Ft. Assembly #1 Outside Air Film 0.17 Ballasted EPDM Roof ------ 2" Isocyanurate 10.8 2" Polyisocyanurate 16.00 1-1/2" Metal Decking --- Inside Air Film 0.68 27.65 0.036 3472.00 Assembly #2 Outside Air Film 0.17 Timberline Shingles 0.44 15# Building Felt 0.12 2" Isocyanurate 10.8 2" Polyisocyanurate 16.00 1-1/2" Metal Decking __- Inside Air Film 0.68 28.21 0.035 1504.00 Opaque Walls "U" Value x ARE System # 1 0.081 4224.000 System # 2 0.046 304.000 Glazing U" x AREA 342.579 13.996 1" Insulated Glass 0.314 500.000 157.233 Doors 18 Gauge Hallow Metal 0.114 66.000 7.517 2" Insulated O. H. Door 0.145 480.000 69.666 5094.00 521.33 Total of Wall Area (Sq. Ft.) = 5094.000 Uo (Overall "U" - Value) 521.325 Uo = 5094.00 9.77 521.33 Sq. Ft. N ? X25 ? (TYP ) r I5 625" .375'" Layer 1 = I = 1 Area (Conc.) Area (Mortar) 0.931 0.069 "R" (Conc.) "R" (Mortar) 1.31/9.00 1.31/5.00 1 = 1 = 1 = 0.18 0.931 0.069 5.382+ .221 5.603 0.173 3.12 Layer 2 = 1 - I Area (Conc.) Area (Mortar) 0.234 0.766 "R" (Conc.) "R" (Mortar) 8.50/9.00 .9701 1 = 1 = 1 = 2.05 0.234 0.766 248+.24 .488 0.944 3.13 Layer 3 (Same as Layer #1) 8" Concrete Block Layer I = = 0.18 Layer 2 = = 2.05 Layer 3 = = 0.18 ROOF "U" Value x ARE = U' x AREA System # 1 0.036 3472.000 125.570 System # 2 0.035 1504 000 53.314 4976.00 178.88 Total of "U" x Area = 4976.000 Uo (Overall "U" - Value) = 178.884 Uo = 178.88 0.04 4976.00 Sq. Ft. I hereby that the project drawings were prepared by m or under my direct supervision and that I am a duly registered architect under the State of Minnesota. 1 r V 9898 Davi I Medin Reg. No. Date: 1976.env ENVELOPE SYSTEM PERFORMANCE COMPLIANCE CALCULATION PROGRAM VERSION 2.4 U.S. DEPARTMENT OF ENERGY VOLUNTARY PERFORMANCE STANDARDS FOR NEW COMMERCIAL AND MULTI-FAMILY HIGH RISE RESIDENTIAL BUILDINGS; MANDATORY FOR FEDERAL BUILDINGS CITY: 140 Minneapolis MN BUILDING: Kennedy Tran. - Eagan MN CODE <B,C,H>: Both Heated and Cooled DATE: 12/15/97 FENESTRATION VALUES: 85 Fund. ENVSTD Version 2.4 - February 1993 WEIGHTED AVERAGE CRITERIA ------- ---N------NE------E-----SE------S-----SW------W----- NW- ------- -------- WL AREAI 1610 732 1342 868 1 0.110 ) 0.300 GL AREAI 115 385 I WWR I WWR SCx .96 .96 1 0.960 0.606 PF 0 0 1 0.000 1 0.000 VLT I 0 0 1 0.000 I N/A Uof I .315 .315 0.315 1 0.450 WALL Uol .055 .055 .055 .055 1 0.055 1 0.071 HC 1 1 1 1 1 ) 1.000 1 1 INS POST 2 2 2 2 I N/A 1 N/A EQUIP 1 0 0 0 0 1 0.000 1 0.000 LIGHTS 0 0 0 0 1 0.000 1 0.000 DLCF 0 0 0 0 1 0.000 1 0.000 ------- ----------- ----------- L 0 A D S--- ---------------- --- -TOTAL- ------- HEATING113.815 4.393 3.999 6.927 29.134< 35.953 COOLINGI 0.987 3.481 11.092 0.437 1 15.997< 21.302 TOTAL 114.802 7.874 15.091 7.363 1 45.131< 57.255 ------------- ********** PASSES -------------- EXTERIOR WALL ---------------- TOTAL CRITERIA ------------ ********** -------- OTHER ENVELOPE REQUIREMENTS ENVSTD Version 2.4 - February 1993 CRITERIA MAXIMUM PERCENTAGE OF ROOF AREA IN SKYLIGHTS: DESIGN MAXIMUM ------------------------------------------------------ ------------ ------------ Percentage of Roof Area in Skylights: I I Visible Transmittance of Skylight I I Design Lighting Footcandles of Space (30, 50, 70) I I MAXIMUM ALLOWABLE Uo: MAXIMUM ------------------------------------------------------ ------------ ------------ Roof 1 .04 < 0.047 Wall Adjacent to Unconditioned Space 1 1 0.116 Floor Over Unconditioned Space I I 0.040 MINIMUM ALLOWABLE R-VALUE: MINIMUM ------------------------------------------------------ ------------ ------------ Wall Below Grade I 1 10.5 R-Value of Concrete Slab Insulation 1 10.0 > 4.0 Heated or Unheated Slab (H/U) I Unheated I Horizontal or Vertical Insulation Position (H/V) 1 Vertical I Depth or Width of Insulation (24, 36, or 4B in.) 48 in. I ---------------------------------------------------------------------- ********* PASSES OTHER ENVELOPE REQUIREMENTS ********* Page 1 U This fax is to: Company VARLEY CONSTRUCTION 334-0536 Fax No. Name DICK.MILLER Date 4/15/97 architects plus 203 n.w. 1st ave., suite b faribault, minnesota 55021 5071334-2251- local 6121333-6713- metro architectsplus@ll.net - e mail "Designing to exceed client's expectations" This fax is from JERRY BOYUM Name Project No:. 1976 Re: KENNEDY TRANSMISSION, EAGAN, MN We are transmitting 2 pages (including this sheet). If you do not receive all the pages, please call immediately. Comments: REVISE SITE AND RELOCATE CATCH BASIN AND CURB AT S.E. CORNER OF SITE TO MATCH ATTACHED SKETCH. 1. SITE APPROACH TO SITE, 241-0" IN WIDTH CC: JIM BOERHAVE - SURVEYOR MIKE BARCK - CITY OF EAGAN BRUCE MILLER - M.F.C. PROPERTIES TIM KRAFT - OWNER Reply requested Yes Cl No 0 11 our fax number is 507-334-8350 11 4 ` it TQ PAINT 3 ZO' H16H L16HT POI FOR SEE 6/A-1 RZ'-0' z *da-o• SI6H 8 R"p , c FUTURE M TESTIN6 rN PAiT BU ING IN65 I 2qolt w WAC? STICS AU,5 (2 ADA) ?O "46ROSS) Al :=I ANI I I ? z (u.t I I } I I EX. I LIGHT I POLE I I .2 FOO GA OL AT EAST TI LINE ,E ( ^ I IN?.?110 u I EXIST. I Q I N I Q I G-B. EXIST. ?/ I z ICL Z\FJ ? 0 wN I I ? ,?Iswnss?ou -¦ MUMMY ??? Mrl arc hhec is pWs .o 203nw.flrs4avenue. tarf0aull,mn.55060 DRAWN BY:1$ REVISIONS: (507) 3342251 (612) 333.6713 (507) 334-8M fax DATE: L I Metropolitan Council Working for the Region, Planning for the Future Environmental Services December 11, 1997 Joe Voels Construction Analyst City of Eagan 3830 Pilot Knob Road Eagan, MN 55122 Dear Mr. Voels: The Metropolitan Council Environmental Services Division has determined SAC for the Kennedy Transmission to be located at Town Centre within the City of Eagan. This project should be charged 2 SAC Units, as determined below. SAC Units Charges: Service Bays 6 bays @ 14 bays/SAC Unit Office 200 sq. ft: @ 2400 sq. ft./SAC Unit Shower If you have any questions, call me at 602-1113. Sincerely, 1 4'. KrJodi. Edwards Staff Specialist Municipal Services Section JLE: 97121155 cc: S. Selby, MCES Carolyn Krech, Finance Department, Eagan Jerry Boyum, Architects Plus 0.43 0.08 1.00 Total Charge: 1.51 or 2 230 East Fifth Street St. Paul, Minnesota 66101-1633 (612) 222-8423 Fax 229-2183 TDD/TrY 229-3760 An Equal Opportunity EYn yer _kl 04 "" ..,+ '..Y•'.?.. .rSJS. } [.y •; •v.l: `z.-: i _: ,a,'? J?'?' ME MORANDUM , O l w TO: PAT GEAGAN, CHIEF OF POLICE JON HOHENSTEIN, ASSISTANT TO THE CITY ADMINISTRATOR DALE WEGLEITNER, FIRE MARSHAL ELECTRICAL INSPECTOR PUBLIC ;WORKS/,ENGINEERING DIVISION /UTILITIES%STREETS GENE VANOVERBEKE, FINANCE DIRECTOR RICH BRASCH, WATER RESOURCES COORDINATOR 3,L I4 MIKE RIDLEY, SENIOR PLANNER Tc n^ Ce -&re Td GREGG HOVE, SUPERVISOR OF FORESTRY FROM: MIKE BARCK, CONSTRUCTION INSPECTOR (BUILDING) DATE: 1-4 / 5A All The _preliminary ? construction plans for KE JNc A l 7 2 t ti5 rN SS otil are in our plan review section for your review and comment. Please return this form to Dale Schoeponer with your signed comments and the date of review. 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 ? ? Yes ? ? Yes ? ? Yes ? ? Yes ? 13 Ye 0 Signature No No No No No No ?4 landscape security required water quality dedication park dedication trail dedication tree dedication •?___ ZONING? /z /a 9 7 Date 20'my}, 1S/FORMS-BLD/PLAN REVIEW/MIKE 6 TO: PAT GEAGAN, CHIEF OF POLICE JON HOHENSTEIN, ASSISTANT TO THE CITY ADMINISTRATOR 1 p DALE WEGLEITNER, FIRE MARSHAL I ELECTRICAL INSPECTOR PUBLIC WORKS/ ENGINEERING DIVISION /UTILITIES/STREETS GENE VANOVERBEKE, FINANCE DIRECTOR , / / 3j_ iL 1 RICH BRASCH, WATER RESOURCES COORDINATOR MIKE RIDLEY, SENIOR PLANNER T?? ^ Caere -70 2-0' 46'c GREGG HOVE, SUPERVISOR OF FORESTRY FROM: MIKE BARCK, CONSTRUCTION INSPECTOR (BUILDING) DATE: a/b/R7 The _preliminary ? construction plans for K t ?J N E A ! 712?tn S M ss y J are in our plan review section fir ..,,?' ?comment. Please re rn this form to Dale Schoe ner -Wit_ our signed comments and the date of review. I e an co pans, 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. I / Comments: G",1,0 dt_ 7 < a? !h ??l GnG, 0,1 01 /,5iG7 0" -P 7 de??_lovmp. _ C0410,4-f- h a., no-L L on of ?'a 74e,1, G«?; V0 yo? won'F 6dar1?Cr '05hr0( aJ a- Cono/,7i0 1 f°r indicate any fees that are to be collected with the building permit: /JJ ?a.7 etl - m 4-, 0ae ? Yes ? No landscape security required ? Yes ? No water quality dedication ? Yes ? No park dedication ? Yes ? No trail dedication ? Yes ? No tree dedication ? Yes ? No Si Ra IJre AMOUNT ZONING? Date JS/FORMS-BLD/PLAN REVIEW/MIKE B PUBLIC WORKS/ ENGINEERING DIVISION /UTILITIES/STREETS GENE VANOVERBEKE, FINANCE DIRECTOR k 1 RICH BRASCH, WATER RESOURCES COORDINATOR MIKE RIDLEY, SENIOR PLANNER Tc??^ Ce cre -70 Zo`r`A L (GREGG HOVE, SUPERVISOR-OF FORESTRY FROM: MIKE BARCK, CONSTRUCTION INSPECTOR (BUILDING) DATE: The _preliminary /! construction plans for j! f, N E h-I 2 t N ? ?u Ss ytil are in our plan review section for your review and comment. Please return this form to Dale Schoeppner with your signed comments and the date of review. 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: lndicare 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 0? No tree dedication ? Yes ? -Jhll ?L Signatur ZONING? 1 -0 ?` ) Date 1S/FORMS-13LD/PLAN REVIEW/MIKE R TO: PAT GEAGAN, CHIEF OF POLICE JON HOHENSTEIN, ASSISTANT TO THE CITY ADMINISTRATOR j q DALE WEGLEITNER, FIRE MARSHAL I ELECTRICAL INSPECTOR ?b q ? ?(-PW4e? PUBLIC WORKS/ ENGINEERING DIVISION /UTILITIES/STREETS GENE VANOVERBEKE, FINANCE DIRECTOR ) i3,L {4 1 RICH BRASCH, WATER RESOURCES COORDINATOR MIKE RIDLEY, SENIOR PLANNER Ter Cz,-icre 70 Zo`-Acl, GREGG HOVE, SUPERVISOR OF FORESTRY FROM: MIKE BARCK, CONSTRUCTION INSPECTOR (BUILDING) DATE: 12/$4.7 The _preliminary ? construction plans for 1?N b / 712 g 5 n^ SS'yti? are in our plan review section for your review and comment. Please return this form to Dale Schoeponer with your signed comments and the date of review. 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 Signa re ZONING? 4y?,& Date JS/FORMS-BLD/PLAN REVIEW/MIKE B TO: PAT GEAGAN, CHIEF OF POLICE CTOfV HOHENSTEIN, ASSISTANT TO THE CITY ADMINISTRATOR 1 q DALE WEGLEITNER, FIRE MARSHAL / ELECTRICAL INSPECTOR TO: `PAT -GEAGAN, CHIEF OF POLICDq JON HOHENSTEIN, ASSISTANT TO THE CITY ADMINISTRATOR DALE WEGLEITNER, FIRE MARSHAL ELECTRICAL INSPECTOR PUBLIC WORKS/ ENGINEERING DIVISION /UTILITIES/STREETS GENE VANOVERBEKE, FINANCE DIRECTOR 1 3? K 1 RICH BRASCH, WATER RESOURCES COORDINATOR MIKE RIDLEY, SENIOR PLANNER -TZj ?" Curt '70 GREGG HOVE, SUPERVISOR OF FORESTRY FROM: MIKE BARCK, CONSTRUCTION INSPECTOR (BUILDING) DATE: 7- lei /,-t ? The _ preliminary ? construction plans for KEPI NE bJ -T t2?t n%s rv,51 1 0.4.1 are in our plan review section for your review and comment. Please return this form to Dale Schoeponer with your signed comments and the date of review. 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: II r -Q kCA4 -• ?ry plc. Son OM QK?ttj 0r goofs. h:dicate any ieee that are to be collecred 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 Signature Date ZONING? (STORMS-BLD/PLAN REVIEW/MIKE 6 20?Accc December 23, 1997 City of Eagan 3830 Pilot Knob Road Eagan, MN 55122-1897 Attn: Michael J. Barck, Building Inspector Re: Kennedy Transmission, Eagan, MN Comm. No. 1976-AS Dear Mr. Barck: Please replace the landscape plan (L-1) with the enclosed revised plan containing modifications as requested by the City Planner Pam Duziak. Also enclosed are sheets A-1 (site/utility plan) and G- 1 (grading plan) with revisions as requested by City Engineer John Gorder Please call if we can be of any further assistance. Sincerely, Jy ??M Jerry oyum Project Coordinator kmk cc: Tim Kraft architects ? interior design contract coordination c3 planners 203 N.W. 1st AVE. SUITE B ' i.r Box 367 0 FAnIBAULT, MINNESOTA 55021 E?l 507/334-2251 612/333-6713 Fax 507/334-8350 . 11 V January 5, 1998 City of Eagan 3830 Pilot Knob Road Eagan, MN 55122-1897 Attn: Michael Barck - Building Inspector Re: Kennedy Transmission, Eagan, MN Contr.:. No. 19'6 Dear Mr. Barck: This letter is in response to your Review Letter dated 12-26-97. The following is in the same numerical order as your Review Letter. 1. Trash/Recycle area is in the interior of the building, located at the north area of Bay 6. 2. Site Plans will be revised to show accessible parking stalls relocated to the front, (east), face of the building. 3. Accessible ramp details will be added to construction documents and forwarded as soon as possible.. 4. Construction Documents will be revised to show mirror heights of T-2"" a.f.f. to comply to CABO-ANSI Standards. 5. Mezzanine area will be reduced in size, and Construction Documents revised as discussed in our conversation of January 5, 1998. This area will be used as a Mechanical Area only, and not used as a storage area. It is our understanding that access can be used to this space by ladder. 6. Mezzanine structure has been designated for minimum load of 125 p.s.f. The structural engineer will be contacted to provide calculations to your office. The mezzanine assembly is haled nn U1 Des;s-_ No. -534 using: a. 2-1/2" lightweight concrete. b. 6 x 6 10/10 w.w. fabric c. 12" x 12 ga. cee channel joists at 24" o.c. d. Bridging will not be required after area is reduced. See note 5 above, e. Steel form units to be minimum of 19/32" deep x 30" wide corrigated steel deck. f Furnishing channels - No 26 MSG galv. steel x 24" o.c. g. One layer 5/8" `X' fire coded gypsum board. h. Taped joints with USG textured finish. Wall assembly based on UL No. U425. 1-hour rating, load bearing assembly. Construction documents will be modified and resubmitted for your records. architects 0 interior design 0 contract coordination 0 planners 203 N.W. 1st AVE, SUITE B 1?1 Box 367 0 FARIBAULT, MINNESOTA 55021 E?j 507/3342251 612/333.6713 Fax 507/334-8350 As discussed in our phone conversation of January 5, 1998, an independent testing firm will be contacted to perform required special inspections to structural concrete, (cylinder testing), as required by your department. The name of the company, contacts, and testing information will be forwarded to your office. Revised Construction Documents will be forwarded to your office as soon as revisions are made. The Owner and General Contractor will be notified of all revisions and revised Construction Documents will be redistributed as soon as contracts are awarded. The Owner and successful General Contractor will be advised that their signatures are still required on documents in your office, and that they may sign such items at the time that foundation/building permits are picked up. Please call if we can be of any further assistance. Sincerely, erry Toyum Project Coordinator bvr cc: Tim Kraft December 22, 1997 City of Eagan 3830 Pilot Knob Road Eagan, MN 55122-1897 Attn: Pam Dudziak Re: Kennedy Transmission, Eagan, MN Comm. No. 1976 Dear Pam: This letter is in response to our phone conversation on December 22, 1997. The following items were discussed: The owner and general contractor has/will be notified that site lighting will be installed using 0 ° tilt of shoebox fixture instead of 20 ° as shown on photometric drawing prepared by Ruud Lighting. 2. A revised Landscape Plan will be submitted reflecting revisions as previously discussed. 3. Building color will match the carwash. The color indicated was obtained by the carwash owner through Bruce Miller. The brick supplier in construction documents is the same one who supplied brick for the carwash. The colors should match. Keep in mind that slight variations could result from a different batch mix from the brick producer. Please contact us if we can be offi:rther assistance Sincerely, rcc: Tim Kraft architects c?? interior design ti contract coordination planners ?W{t', (,rte `? /L°S 203 N.W. 1st AVE, SUITE B C?l Box 367 0 FARIBAULT, MINNESOTA 55021 r 5071334-2251 612!333-6713 Fax 507/334-8350 TO: PAT GEAGAN, CHIEF OF POLICE JON HOHENSTEIN, ASSISTANT TO THE CITY ADMINISTRATOR DALE WEGLEITNER, FIRE MARSHAL / ELECTRICAL INSPECTOR PUBLIC WORKS/ ENGINEERING DIVISION /UTILITIES/STREETS GENE VANOVERBEKE, FINANCE DIRECTOR / 3l y4 I RICH BRASCH, WATER RESOURCES COORDINATOR MIKE RIDLEY, SENIOR PLANNER ?U n Cr, /erg -70 GREGG HOVE, SUPERVISOR OF FORESTRY FROM: MIKE BARCK, CONSTRUCTION INSPECTOR (BUILDING) DATE: I1 f 5/11-7 The -preliminary /' construction plans for K6fJNc64 "r/2,,1tin? M,S5iOt0 are in our plan review section for your review and comment. Please return this form to Dale Schoeppner with your signed comments and the date of review. 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. 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 ZONING? P, nature Date 1S/FORMS-BLD/PLAN REVIEW/MIKE B ZU*.Acc Comments: Okl Z?- a.??/!? "7?? a.P79-. oww 9(? c.`7-? 4,1/, ih 6; January 5, 1998 City of Eagan 3830 Pilot Knob Road Eagan, MN 55122-1897 Attn: Pam Dudziak - Associate Planner Re: Kennedy Transmission, Fagan, MN Comm. No. 1976 Dear Pam: 1 7 1998 This letter is to reconfirm your letter of December 29, 1997, stating that the proposed brick color specified will match the brick used at the car wash. Construction Documents will be revised, (landscape plan), revising the overstory deciduous trees, caliper sizes from 2" caliper to 2 1/2" caliper meeting City Code requirements. Revised Construction Documents will be provided to the Building Inspection Department to replace Construction Documents submitted for building permits. Please call if we can be of any further assistance. Sincerely, rry Boyum Project Coordinator bvr cc: Tim Kraft architects interior design contract coordination [,r planners 203 N.W. 1st AVE, SUITE B c_? Box 367 ti,- FAnIBAULT, MINNESOTA 55021 507/334-2251 612/333-6713 Fax 507/334-8350 1?9 TO: PAT GEAGAN, CHIEF OF POLICE JON HOHENSTEIN, ASSISTANT TO THE CITY ADMINISTRATOR DALE WEGLEITNER, FIRE MARSHAL / ELECTRICAL INSPECTOR PUBLIC WORKS/ ENGINEERING DIVISION /UTILITIES/STREETS GENE VANOVERBEKE, FINANCE DIRECTOR J 3j, K i RICH BRASCH, WATER RESOURCES COORDINATOR MIKE-RIDLEY, SENIOR PLANNER ) -To v^ Ce ere -70 GREGG HOVE, SUPERVISOR OF FORESTRY FROM: MIKE BARCK, CONSTRUCTION INSPECTOR (BUILDING) DATE: I7/6/4-1 Er I N c D I 7 2?? n rU ss yti) The - preliminary Z! construction plans for _14 are in our plan review section for your review and comment. zo?Acc Please return this form to Dale Schoeimner with your signed comments and the date of review. 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 t"heproper ""hold" request form. p I Comments: Ne&A ' o cwu-a . k rmO (/ `tyy-4& ---z kk Indicate any fees that are to be collected with the building permit: 'l2 `' 'aGa AMOUNT ? Yes No landscape security required.1). WIPI& ZONING? C91' ? Yes No water quality dedication Yes ? No park dedication S 2 L CO`ti Z X12.5 fl a w XYes ? No trail dedication ') r` 52. So Tg °" ? Yes Yz No tree dedication ? Yes ` ? No Signature ell Date )S/FORMS-BLD/PLAN REVIEW/MIKE B abl, MEMO city of eagan TO: DALE SCHOEPPNER, SENIOR INSPECTOR. ? DALE WEGLEITNER, FIRE MARSHAL PAUL OLSON, SUPERINTENDENT OF PARKS PUBLIC WORKS/ENGINEERING DEPARTMENT MIKE RIDLEY, SENIOR PLANNER DIANE DOWNS, UTILITY BILLING CLERK CHARLIE BORASH, UTILITIES FROM: BILL BRUESTLE, SENIOR INSPECTOR DATE: MAY 27,1998 SUBJECT: FINAL INSPECTION OF KENNEDY TRANSMISSION L1, B1, TOWN CENTRE 70 20TH The Protective Inspections Division will be performing a final inspection of 3475 Denmark Avenue on June 8, 1998. If you are requesting that the Certificate of Occupancy be held, please fill out the proper hold request form. Failure to return the hold request form will be considered your approval. The person, or department, requesting the hold is responsible for notifying and resolving any problems with the affected parties. /js CD/bldg insp//final insp - comm bldgs city of eagan THOMAS EGAN December 26, 1997 Mayor PATRICIA AWADA BEA BLOMQUIST SANDRA A. MASIN THEODORE WACHTER MR JERRY BOYUM ' Council Members ARCHITECTS PLUS 203 NORTHWEST FIRST AVE THOMAS HEDGES FARIBAULT MN 55021 City Administrator E. J. VAN OVERBEKE RE: KENNEDY TRANSMISSION - City Clerk 'LOT 1, BLOCK 1, TOWN CENTRE 70 20TH ADDITION Dear Mr. Boyum: We have completed 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. 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. Unless otherwise noted, all references are to the 1994 U.B.C. 1. Indicate location of, and provide construction details of trash enclosure if located at building exterior. If applicable, indicate location of interior location. 2. Accessible parking must be located on the shortest route to the accessible entrance. Stalls must be relocated to the front of building - CABO/ANSI 117. 1, Sec. A4.6.1. 3. Provide sidewalk accessible ramp details. 4. Details 1/A-4 and 3/A-4 indicate a mirror height of 40" AFF - CABO/ANSI 117.1, Sec. 4.16.6 requires a maximum height of 38". 5. Access to the mechanical mezzanine must be indicated. A ship's ladder would be acceptable. Provide location and design details. 6. Provide information indicating that the mezzanine floor structure is designed to minimum 125 PSF and that it is a one-hour fire-rated assembly. If you have any questions or I may be of further assistance, do not hesitate to contact me at 681-4679. Thank you. Sincerely, Michael J. Barck Building Inspector MJB/js MUNICIPAL CENTER 3830 PILOT KNOB ROAD EAGAN, MINNESOTA 55122-1897 DtioNE (612)681-4;00 rP.X (612)681-4612 iCC (c12)454-8535 THE LONE OAK TREE THE SYMBOL OF STRENGTH AND GROWTH IN OUR COMMUNITY Equol Opportunely/Affirmotroe Action Employer MAINTENANCE FACILITY 3501 COACHMAN POINT EAGAN, MINNESOTA 55122 PHONE (612) 681-4300 FAX (b12)68i-436D TDD, (612)454-85'5 REQUEST FOR HOLD Date: /2,Ila y-7 Project name: 1/C. 44 Address: Ay-r? Legal description: L_L B Sec/Sub':t?LGIYI 04, Reason for hold: r/lRV ?G(L 41//,,SlOyl ?10T Ve-77 4 -?&-J- ",ens k 6 e Ae c,6?10(z Place hold on: 4L,?--D Issuance of building permit Certificate of occupancy other (please explain) Signa re eo,rC?laS If approved, this "hold" will remain in effect for fifteen working days. Upon expiration, the hold may be renewed for additional fifteen-day periods. The person or department requesting the "hold" is responsible for notifying and resolving any problems with the affected parties. l'v Ci.? ?ti•L?? r ?l CL????'1?-c1? / v1 S-? Gyp rN'a?i • / `? ? ? 1v2:-"?-e- G? ?- a EAGAN CITY COUNCIL MEETING NIINLTES; NOVEMBER 3, 1997 PAGE 15 Operations 9. All auto repair and mainieruiiee'Abell.lie clone inside the building. Aye: 5 Nay: 0 Councilmember Awada moved, Councilmember Wachter seconded a motion to approve a footing and foundation permit to allow construction of the auto service facility to begin prior to final subdivision approval and filing of the pM-;::,'A'"'if': Nay CITY CODE SECTION 11.20, SURD. 22 (C).R GARDING SCHOOLS IN BUSINESS T'? 4itK DIS' R'ICTS " i City Administra Hedges provided an oveivieta on this item. Senior Planner Ridley gave a staff report. i Councilmember Awada elementary and middle schools only. ? permitted uses in the Business Park zo excluded is because 16 and 17 year old appropriate. Councilmember Awada ; allowable uses. Councilmember Masin asked why scltooLs . r District. Senior Planner Ridley indicated thzf ools considered at the time. Councilmembei Masin asked d specific site at a major intersection. Mayor Egan stated issues. Councilmember Masin indicated she would ab: enough information available at this time. approval should be given for all schools instead of allowing for Planner Ridley mentioned the types of schools that are district. He explained the reason that high schools were iv S-would be coming into a ite which might not be ecl `t high.scho4ls shoal included in the types of Councilmember Blomquist mo.'i ed * Ordinance Text Amendment allowing )-Leib Business Park zoning district. Aye: 4 Nay: ;illy excluded from the Business Park dot purposely excluded but simply were not as appropriate for a school to be located on a conditions would be in place to address safety TTom voting because she felt there was not seconded a motion to approve an chools as a Conditional Use in the sabstained) Councilmember Wachter co nted on the lack of information on N cal disparities in the LMC Proposed 1998 City Policies. City Ad . trator Hedges explained that the 04C addresses statewide policy and fiscal disparity only a h s to the metropolitan area. Councihnem Wachter stated there should be a united effort between a various legislative bodies with regard to fis al disparities. Councilmember Blomqu' t referred to page 7, lines:._.' nd 20 in the LMC Pr osed 1998 City Policies and asked why cities n d to conduct both;ayzeliznirwry and final tax levy he ring. She suggested that there should o y be one7ea (iia$ fad':'ptt#ie3evy. City Administrator edges explained the reasons for holding two h arings. Couiicilmeuiliei $Idinijuist stated the sentence rega ing the authority to increase the Tina levy should be removed and 111LOevy should only be voted on one time. Mayor Egan stated that the ' tent for two hearings is to allow ;the Council an opportunity to modify and lower the budget. Councilmember Blomquist reiterated that the statement regarding the ability to increase the final levy should be stricken. She also commented on page 20 with regard to growth management and annexation. She mentioned that line 23 requires Metropolitan Council to seek cooperation from the state of Wisconsin with regard to growth management and she said that the two states should be able to negotiate without Metropolitan Council's involvement. City Administrator MINNESOTA DEPARTMENT OF HEALTH Division of Environmental Health REPORT ON PLANS Plans and specifications on plumbing: Kennedy Transmission, 3475 Denmark Avenue, Eagan, Dakota County, Minnesota, Plan No. 982326 OWNERSHIP: Mr. Tim Kraft, 1201 Marquette Avenue, Suite 325, Minneapolis, Minnesota 55403 SUBMITTER(S): Alta Mechanical Contractors, 19260 Mustown Road, Prior Lake, Minnesota 55372 Plans Dated: March 31, 1998 Date Received: March 31, 1998 Date Reviewed: April 15, 1998 SCOPE: This review is limited to the design of this particular project only insofar as the provisions of the Minnesota Plumbing Code, as amended, apply, and does not cover the water supply or sewerage system to which this plumbing system is connected. The review is based upon the supposition that the data on which the design is based are correct, and that necessary legal authority has been obtained to construct the project. The responsibility for the design of structural features and the efficiency of equipment must be taken by the project designer. Approval is contingent upon satisfactory disposition of any requirements included in this report. Special care should be taken to insure that the material and installation of the plumbing system are in accordance with the provisions of the Minnesota Plumbing Code. A copy of the approved plans and specifications should be retained at the project location for future reference. INSPECTIONS: All plumbing installations must be tested and inspected in accordance with the requirements of the Minnesota Plumbing Code. As specified in Minnesota Rules, part 4715.2830. no plumbing work may be covered.prior to completing the required tests and inspections. Provisions must be made for applying an air test at the time of the roughing-in inspection as outlined in Minnesota Rules, part 4715.2820, subpart 2, of the code. A manometer test, as specified in Minnesota Rules, part 4715.2820, subpart 3, is required at the time of the finished plumbing inspection. It is the responsibility of the contractor/installer to notify the State Health Department when the installation will be ready for a test and inspection. To schedule inspections, contact the state plumbing standards representative for your region, or call the metro office at 1-800-926-6216, or Gary Tapp at 6121215-0841. REQUIREMENT(S): § 1. Please note that the Minnesota Plumbing Code covers all water, sanitary sewer and storm sewer piping located within the property line. All plumbing work within the property line, including exterior water and sewer tines, must be done by licensed plumbers or by registered apprentice plumbers working under the direct supervision of a licensed master plumber. 2. Alt underground sections of building drain and building sewer pipe located within 10 feet of buried water supply pipe must be constructed in accordance with Minnesota Rules, part 4715.1710, subpart 2. 3. The flammable waste trap shall be constructed in accordance with the Minnesota Plumbing Code, Minnesota Rules, part 4715.1120 (refer to the enclosed handout). The interceptor shall include: a. At least 3 feet of depth below the invert of the discharge pipe, b. A water seal of not less than 3 inches on the inlet and not less than 18 inches on the outlet. C. Drains that discharge into the interceptor shall be the dry-pan-type, and be at least 3 inches in size. £0/ZD'd 0S£8b££LOS 'ON xvd Sfl1d S10311HONV 0LO 03M 86-6Z-Nd6 a5£8b22229 Kennedy Transmission Plumbing Plan No. 982326 Page 2 April 15, 1998 4. Showers or combination showers-baths shall be equipped with antiscald-type control valves.. These valves must be of the thermostatic or pressure balance type in accordance with ANSUASSE Standard 1016-90 (see Minnesota Rules, part 4715.1380, subpart 5). 5. Threaded nozzle connections must be provided with approved backflow preventers. NOTE(S): 1 The scope of this project consists of the construction of an automotive service facility. 2. The building will be served by municipal sewer and water. Authorization for construction in accordance with.the approved plans may be withdrawn if construction is not undertaken within a period of two years. The fact that the plans have been approved does not necessarily mean that recommendations or requirements for change wiff not be made at some later time when changed conditions, additional information, or advanced knowledge make improvements necessary. Approved: 'r.w--_ , S even W. Klemm Public Health Engineer Section of Drinking Water Protection 6 1 212 1 5-0848 SWK:mak Enclosure cc: Alta Mechanical Contractors Mr. Tim Kraft Mr. Dirk House, Plumbing Inspector P!urnting Unit File i £0/£0'd OS£8b££LOS 'ON Rd SAId S101IIHOH 0G2GV£2LaS V Z :LO UM 86-E-MV Dw\;/ Flooir jP?a,n -.a?oNt? Fk?,e#? n co R-4 co ;Dr. 10 W Z / / Qt ?c lean O'^ D P-1 cf1 [ r'-I r F+ e.. F 11 r n p Q w4 ?-Z' j ; J ' P- 3 xa? O..t ? i : I A .Af Iva p p tF "Tt'e r? ?, C7r. vT1t ! It "m ?QiTr ihSm t5s'Nn a DYA wQ v+ ?7 .? J f?a,,?Y+!-f I 3?f75 Den aT {4vie o y? G 5 ? I F$ i 4pr 1119I i?°J r''j I I A p?,?P 3 - 31- 98 o I ; I i w I I I I I I I yyr, TER P?Pl,vr Z? Yoy r 1',.gl?' Z DP rr,avl? ?"? 34 75' tq !'nom. 9 ct h, 3-3 -9? Da r, I VV OT E R 0 00 0 W 'D r D Cl) 1 3?y ? u r P, y A ?+ ? I s P 2 2 E `"'? ? , i Lr?l i I W/ en , _57 3bG?) Nw4 o • A 0 T (J tff 7!"? Bi ?QY1?t?7T1nS VN}liS?jSl?? ? Yka e p . • F '^^'"? V 3 MK I 3 4 5 I 4e Y1 ?? ? G?{? ? f1 ? Qti(? Dote, 3 -31' L 8 i #3 1 I I j ? ? c?,cj e ? I I (t $ER •D I iAGRA N' I ?'c,q es `l \,/e R' Se r' agYAMS v` t n'7 ? a ? f J r yZ p 1 -3 1 ?Z t N- r -rye. N[ IR ,..3 3 2 0 1 m 0 w a V D r D 3 J C 3 N N A m a m -r (na, (AYHw iey''' ? ° . I DCNIIt 1-31-?i$ ? i I I , O J -3y-7? (JenmGr RVe Ea?j an! 1m n m N A A 0 V A 0 v 0 m I I' I ye" ? I co a w D yr ? ! 3 ai N LET ', ? 1 i ? ,? A A m 1 i n??n?rn?5?ne o ??aWev? p , 4%rf 7?`???i Den A 14 0% A yr n. o 3-31-918 j ? 1 I I i I ? i I ? I I I i I I o I ?? I ?I ? I I l i ? ?? ? I I l i l t I I I I I ? i s k'O Flammable waste interceptors are required when floor drains or trench drains are provided in enclosed garages over 1000 square feel, garages housing more than four motor vehicles, repair garages, gasoline stations with grease racks, work or wash racks, auto washes, and all buildings where oiy andlof flammable wastes are produced. Exception: Private garages classified as Group U, D 470 n t toccupancies serving one- and wo-family dwellings. All flammable waste interceptors shall be Installed in accordance wilh Minn. Rules, p Additional Requirements: 1, Steel or cast iron flammable waste interceptors shall be provided with a protective corrosion resistant coating on both the inside and the outside. 2. Only wastes that require septiralion may discharge through the flammable waste interceptor. 3. It the outlet branch drain is further Than 25 feet from a vented drain, a minmum 2-inch vent shall also be provided on the branch drain. 4. Sand interceptors may be Provided ahead of a flammable waste interceptor only in designated wash areas. 24' solid Cover 3' Vent Melelic Pipe Material Or Greater CO 'e N CO ka (b 0 W A V D r D C 3 Q1 N ? B a A CD 3' Dry Pan Drains / 4' Ouaet 3 18, 0 Sized From T Sanitary N 4715.2310 L °? Sewer A subp 2 35 Cubic Fool A 6' Monolithic Poured 36' Minimun Capacity 0 N Reinforced Concrete at V 3116' Steel a A 0 Cast Iron 41% Flammable Waste Interceptors - Construction and Installation CT Minnesota Department of Health • Division of Environmental Health - Engineering Unit ENG 1 0 M 16124401740 4 Apr-2B-98 03:47P ALTA Mr Plum er 16124401740 P_09 Kennedy Transmission Plumbing Plan No 982326 Page 2 April 15, 1996 4. Showers or combination showers-baths shall be equipped with antiscald-type control valves. These valves must be of the thermostatic or pressure balance type in accordance with ANSI/ASSE Standard 1016-90 (see Minnesota Rules, part 4715 1380, subpart 5). 5. Threaded nozzle connections must be provided with approved backflow preventers. NOTE(S): 1. The scope of this project consists of the construction of an automotive service facility. 2. The building will be served by municipal sewer and water. Authorization for construction in accordance with the approved plans may be withdrawn if construction is not undertaken within a period of two years. The fact that the plans have been approved does not necessarily mean that recommendations or requirements for change will not be made at some later time when changed conditions, additional information, or advanced knowledge make improvements necessary Approved: S even W Klemm Public Health Engineer Section of Drinking Water Protection 6121215-0848 SWK-mak Enclosure cc: Alta Mechanical Contractors Mr. Tim Kraft Mr. Dirk House, Plumbing Inspector Plumbing Unit File Use BLUE or BLACK Ink r------------ For Office Use I r Permit City of Ea a~ I d I Permit Fee: i ~Z-.3~ 3830 Pilot Knob Road I Eagan MN 55122 (2- Date I Received: Phone: (651) 675-5675 I w _ I Fax: (651) 675-5694 j Staff: 7- L - - - - - - - - - - - - - - - - S~ 2012 COMMERCIAL BUILDING PERMIT APPLICATION Date: 7-30-12- Site Address: s' y 7 ~L ~~rzkt ~z~ /c 'rte Tenant Name: C L~~ rc j ~f S~~ (Tenant is: New/ Existing) Suite Former Tenant: Name: ffr~ c-K Phone: PROPERTY OWNER Address / City / Zip: Applicant is: Owner Contractor TYPE OF WORK Description of work: 944- 7 C- Construction Cost: 3 S 5Z- , Name: 4~2 / !CD License CONTRACTOR Address: !Z City: X~/Zoo S State: IWti/ Zip: ~ 3 ~ Phone: 617-- (Y6 8 Contact: Tl= c L ~•vo Email: -~04 1 ~u `n~ r b C c rvl d Name: Registration ARCHITECT/ Address: City: ENGINEER State: ip: Phone: Contact Person: Email: Licensed plumber installing new sewer/water service: Phone NOTE Plans and supporting documents that you submit are considered to be public information. Portions of the information may be classified as non-public if you provide specific reasons that would permit the City to conclude that they are trade secrets. CALL BEFORE YOU DIG. Call Gopher State One Call at (651) 454-0002 for protection against underground utility damage. Call 48 hours before you intend to dig to receive locates of underground utilities. www.gopherstateonecall.org I hereby acknowledge that this information is complete and accurate; that the work will be in conformance with the ordinances and codes of the City of Eagan; that I understand this is not a permit, but only an applicatio 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 wor ich requires a review an approval of plans. x x Applicant's Printed Name Applicant's Signature Page 1 of 3 DO NOT WRITE BELOW THIS LINES 7~ SUB TYPES Foundation _ Public Facility Exterior Alteration-Apartments /Commercial / Industrial _ Accessory Building Exterior Alteration-Commercial Apartments _ Greenhouse / Tent _ Exterior Alteration-Public Facility Miscellaneous Antennae WORK TYPES _ New -/Interior Improvement Siding _ Demolish Building* Addition Exterior Improvement Reroof _ Demolish Interior Alteration Repair Windows Demolish Foundation Replace _ Water Damage Fire Repair _ Retaining Wall Salon Owner Change *Demolition of entire building - give PCA handout to applicant DESCRIPTION &W/V/y G~ Valuation 00 0 Occupancy MCES System Plan Review ✓ ✓ Code Edition Z407w15$6 SAC Units (25%_ 100%_) Zoning City Water Census Code Stories Booster Pump # of Units Square Feet PRV # of Buildings Length Fire Sprinklers Type of Construction ✓ • 6 Width REQUIRED INSPECTIONS Footings (New Building) Sheetrock Footings (Deck) nal / C.O. Required Footings (Addition) Final / No C.O. Required Foundation Other: Drain Tile Pool: -Footings -Air/Gas Tests -Final Roof: _Decking -Insulation -Ice & Water -Final Siding: -Stucco Lath -Stone Lath -Brick ✓ Framing Windows Fireplace: -Rough In -Air Test -Final Retaining Wall Insulation Erosion Control Meter Size: Final C/O Inspection: Schedule Fire Marshal to be present: Yes No Reviewed By: G , Building Inspector Reviewed By: , Planning COMMERCIAL FEES Base Fee /03 . 2'C Water Quality Surcharge Z . 0 D Water Supply & Storage (WAC) Plan Review Storm Sewer Trunk MCES SAC Sewer Trunk City SAC Water Trunk S&W Permit & Surcharge Street Lateral Treatment Plant Street Treatment Plant (Irrigation) Water Lateral Park Dedication Other: Trail Dedication Water Quality TOTAL / 72 .3G Page 2 of 3 Use BLUE or BLACK Ink r I For Office Use / I Permit 7[ City of Ea a~ I Permit Fee: 3830 Pilot Knob Road I I Eagan MN 55122 I I I Date Received: I Phone: (651) 675-5675 I I Fax: (651) 675-5694 I I Staff: -----------------I J 2012 COMMERCIAL BUILDING PERMIT APPLICATION Date: / l Z- Site Address: 3 7 .S ,c/eit.,~ - i AV e. Tenant Name: JP seehe (Tenant is: New / Existing) Suite Former Tenant: Name: S Phone: PROPERTY OWNER Address / City / Zip: Applicant is: Owner Contractor TYPE OF WORK Description of work: 1e- a S4 CP gtce S e- s-A)WI Construction Cost: Name:'i pen SOf) C o .i 5-/e a aX11 o •~License &C ~Oy~ ya CONTRACTOR Address: 32 3 0 O r A a ri, tN,e City: S { - L. O 4 , $ State: M f? Zip:. jJ ~ 2 t<i Phone: 015 2-- 3 9 3 q 9 2 Contact: a Email: C e M. 169 Q~ o r A a M t! e_ C p Name: Registration ARCHITECT/ Address: City: ENGINEER State: Zip: Phone: Contact Person: Email: Licensed plumber installing new sewer/water service: _Phone NOTE: Plans and supporting documents that you submit are considered to be public information. Portions of the information may be classified as non-public if you provide specific reasons that would permit the City to conclude! hat they are trade secrets. CALL BEFORE YOU DIG. Call Gopher State One Call at (651) 454-0002 for protection against underground utility damage. Call 48 hours before you intend to dig to receive locates of underground utilities. www.gopherstateonecall.org I hereby acknowledge that this information is complete and accurate; that the work will be in conformance with the ordinances and codes of the City of Eagan; that I understand this is not a permit, but only an application for a permit, and work is not to start without a permit- that the work will be in accordance with the approved plan in the case of wgfik which requires a revie and approval of plans. X drat L-,4 X Applicant's r nted Name Applicant's ' ature Page 1 of 3