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1270 Yankee Doodle RdCity of Iaali 3830 Pilot Knob Road Eagan MN 55122 Phone: (651) 675-5675 Fax: (651) 675-5694 MAY 132010 Use BLUE or BLACK Ink L(..> 6-7 Permit Fee: `? ( r Date Received: Staff: 2010 COMMERCIAL PLUMBING 'PERMIT AP CATION Date: ,iii v1 P Site Address: 1 -?..76 /Dolll r ��L rt�� 6 Tenant: Suite #: PROPERTY' OWNER �/7 ' Name: ./ c2a:'i� ilasl< Phone: 657 JO l t' rz CONTRACTOR Name: /4- i, iii(sem ?1,,,,--b.,1 -36:043c- License #: v 2-? 3., Address: P. p des /0s T' City: (14.-) State: rrtu Zip: ...551/0 Phone: art & I i' 1 6c -r-2 Email: - 11 TYPE OF WORK New Replacement Repair VRebuild Modify Space Work in R.O.W. il _ _ _ _ _ Description of work: R P 2 tb.A.t iel s— j ter — PERMIT TYPE COMMERCIAL New Construction Modify Space Irrigation System ( yes / no) ( RPZ / PVB) _ _ • Rain sensors required on irrigation systems • Avg. GPM (2" turbo required unless smaller size allowed by Public Works) Meters Call (651) 675-5646 to verity that tests passed prior to picking up meter. Domestic: Size & Type Fire: 1 Avg. GPM High demand devices? _Yes _No Flushometers Yes No COMMERCIAL FEES: $50.50 Minimum (includes State Surcharge) OR Contract Value $ x 1% Required - If Permit Fee is less than _ $ Permit Fee on ALL new buildings and boulevard irrigation systems - = $ Radio Meter Read $1,000, surcharge is $.50 = $ Meter(s) - If Permit Fee is > $1,000, surcharge increases by $.50 for each $1,000 a $1,001-$2,000 Permit Fee requires a $1.00 surcharge). _ $ State Surcharge $1,000 Permit Fee (i.e. Following fees apply Call the City's Engineering when installing a new lawn irrigation system. $ Water Permit Department. (651) 675-5646, for required fee amounts. $ Treatment Plant $ Water Supply & Storage $ State Surcharge TOTAL FEES $ `7 0 „� CALL BEFORE YOU DIG. Call Gopher State One Call at (651) 454-0002 for protection against underground utility damage. Call 48 hours before you intend to dig to receive locates of underground utilities. www.gopherstateonecall.orq I hereby acknowledge that this information is complete and accurate; that the work will be in conformance with the ordinances and codes of the City of Eagan; that I understand this is not a permit, but only an application for a permit, and work is not to start without a permit; that th- be in accordance with the approved plan in the case of work which requires a review and approval of plans. X ---/-31-401e; Applicant's Printed Name FOR OFFICE USE Applicant's i g n atu re roved By Required Inspections:._Under Ground ';_Rough -In Air Test s Testy' equire Page 1 of 3 j CITY OF EAGAN Permit No.: Date: 3830 Pilot Knob Road Meter No.: ~ (Z'r~ ~4 Size: P.O. Box 21199 ReadecNo.: n 14 r / Date: _ ' , ~ Esgan, MN 55121 Uwner : 6-+1 4~1 Site Address: ~ Plumber: 3PRIMKLER (water only) METERS r~/' ~ 1?~y~ ARE TO BE INSTALLED AHEAD OF 1 agree to compiy wlth the City~Eagan DOMESTIC METER ON WATER ardinan LINE. CREDIT WILL NOT BE GIVEN FOR DEDUCT M ETERS. ~.12 `'OERMIT . SEWER A WATER PERMIT FICE USE ONLY CITY OF EAGAN METER # yZF a°!) 77 3830 Pilot Krrsb Rd. PERMIT DATE i 9 i&' ~ Eagan, MN 55122-1897 CHIP # Gb Z&~S0 PERMIT # -t G6 u~ MET'ER SIZE ~ B.P. RECEIPT # C 1855 ISSUE DATE r g^ B.P. RECEIPT DATE 5/ 8~ 89 DATE - PRV _ BOOSTER PUMP ` , ~ SITE ADDRESS • ~ PERMIT REDUESTED LOT _BLOCK 1-SEC/S6B SEWER 1< WATER - TAPS APPLICANT: C. 9-"f ADDRESS: -COMM/IND _RESIDENTIAL ~f~~~ •6 CITY, STATE = ~ - ZIP _ NEW _ EXISTING PNONE: Lawn Sprinkler Meters are to be Installed PLUMBER: Ahead of Domestic Meters on Water Line. ADDRESS: Credit WILL NOT be given for Deduct.Meters. CITY, STATE - - ZIP PHONE: (AGREE TO COMPLY WITH CI ~QF OWNER: EAG N O NA CES ADDRESS: ,!~F~ - ,~-r F _ r' : 2 . ~ r ~ C_ ~ CITY, STATE~'~~' ZIP ~ PHONE: IGNATURE NHEN METER ISSUED PLEASE ALLOW TWO WORKINO DAYS FOR PROCESSING. CALL 4546220 FOR INSPECTIONS. FOR STORM SEWER PERMITS, CONTACT ENGINEERING DEPT. SEWER & WATER PERMIT OFFICE USE ONLY CITY OF EAGAN METER # PERMIT DATE 7! 1Gl"i(1 3830 Pilot Knob Rd. 10662 Eagan, MN 55122-1897 CHIP # PERMff ~ METER SIZE B.P. RECEIPT # ~ 1855 OATE --~,1 ISSUE DATE B.P. RECEIPT DATE 5/ 8/ 89 _ PRV - BOOSTER PUMP SITE A66RESS PERMIT REQUESTED LOT BLOCK SEC/S~1B - SEWER ` WATER - TAPS APPUCANT: ADDRESS: - COMM/IND _ RESIDENTIAL CITY, STATE ZIP NEW - EXISTING PHONE: ~ , Lawn Sprinkler Meters are to be Installed PLUMBER: , ` Ahead of Domestic Meters on Water Line. ADDRe'SS: r Credit WILL NOT be given for Deduct Meters. CITY, STATE - - - ' - ` ZIP PHONE: . I AGREE TO COMPLY WITH CITY OF OWNER: ~ - - - EAGAN ORDINANCES ADDRESS: - CITY, STATE ZIP PHONE: SIGNATURE WHEN METER ISSUEO PIEASE ALLOW TWO WORKING DAYS FOR PROCESSING. CALL 454-5220 FOR INSPECTIONS. FOR STORM SEWER PERMITS, CONTACT ENGINEERING DEPT. 1 ~ CASti Rr-CEIPT . . CITY OF EAGAN ~ 3830 PILOT KNOB ROAD EAGAN, MINNESOTA 55122 DATE 18 "~r o i tJ / ~ f ~L • nti+ouwr e, DOLuws ,00 ? CASH [ICHECK FM • ,f.~ ~~-~-'U// L.1~~ . ~4- , Fuwo oaJE r aMouNr Thank You , BY C Q r wNt--p8y- COPY YeMow-Poetln9 CaVY Plnk-Flle Copy BLDG. PER~VIIT NO. o P ; 01-3210 Bldg. Permit . 01-3422 Plan Check ~ 01-3445 Surch./Adm. ~ ~,j-01-3446 SAC/Adm. 01-2155 Surcharge ~ 75-3860 Road Unit - J J 20-2275 SAC 0.0-3865 Water Conn. u 20-3868 Water Trmt. f 20-3716 Water Meter " - 20-2252 Acct. Dep. 20-3713 Water Permit 20-3743 Sewer Permit ~ 79-3856 Sewer Conn. 28-3855 Park Ded. TOTAL I • .ii f r ~ti zc~,-~-~-~ • ~s_ ~y• CITY OF EAGAN 1V42.8 3830 Pilot Knob Road, P.O. Box 21-199, Eagan, MN 55121 PHONE: 454-8100 BUILDING PERMIT Receipt # To be used for Est. Value Date 1'LkY g , 19 ` Site Address ~;ji?+anU RD Lot Block L Sec/Sub. t~'•+~'1 CE~Q1RE 100 OFFICE USE ONLY Occupancy FEES Parcel No. Zoning Pfl Q10 W Name (Actual) Const ~ t-ta Bidg. Permit 3 E b.('~4 3 Address ' L:'I Lf,c (nuowabie) v-~ Surcharge ~71.O+D 0 City Phane `7-1 ? 76 # or stories 1++ l?3S! Len91h Plan Review 1 ~+33• , o Name c4 oePm 98, sac, ciry 20q • U0 OU ` Address S.F.Total 14L400 2,I5('..! ~ City Phone ~+5! -S`~41 S.F. Footprints 7,830 snc, Mcwcc On Sita Sewage _ Water Cono ~ uw Name On Site Well W W ~ Water Meter Addr@SS MWCC System aW City PhonQ 543--~-~c1 Ciry waTer }C~~ Acct. Deposit , PRV Required _ S'W Permit ~ V•~~' I hereby acknowiege that I have read this application and state that the `eooster Pump - S+W Surcharge information is correct and agree to comply with all applicabie State of Minnesota Statutes and City of Eagan Ordinances. Treatment Pi 4 56. C>i % Signature of Permitee APPROVALS Road Unit 5•"-f' °~G1. T . ( Planner - Park Ded. A Building Permit is issued to: on the express condition that all work shall be done in accordance with all Council anolicable State of Minnesota Statutes and City of Eagan Ordinances. gldy. 09. Copies Variance' - TOTAL ~ '4 7 • 00 , Iding Official Permit No. Permit Holder Date Telephone # WAiER SEAR PLUM8ING N1 'A~. H.V.A.C. ELECTRIC 0~.~~f ~ -.LC~ ~ • 4/ U e 1 33 Inapection Date Insp. Commer?ts Fowiriy5 i %,16 6,) Foundation G 1 41? L-~~ AJ,O Framing 4,' j~ Roofin9 ~ ~ ~4,2 Rough Pibg. Rough Htg. IsuL l ~ 7/,F-f Freplace Fnal H ~ ts Fnal Plbg. Const. Meter Plbg. Inspector- Noiify Plumber y Engr,/Plan x~z T G7C Bldg. Final tc.J Tc Dedc Ftg. Deck Final weu Pr.Disp. ~co o~ s TO-/a- - E a^~~ ~r PLUMBING PERMIT For Office Use Only • • C I T Y O F E A G A N PERMIT # 7z l CONTRACT 3830 PILOT KNOB iiOAD, EAGAN, MN 55122 RECEIPT PRICE `r-" PHONE 454-8100 DATE: Site Address BLDG. TYPE WORK DESCRIPTION Lct Bloc f Sec b Re5• New „ MuR. Add-0n Name Comm. Repair Other ~ Address t_' ~ RES. PLBG. ONLY - COMPLETE THE FOLLOWING: ~ CityS{-`?a.1. i' 44", Phone ~ _ - NO. FIXTURES TOTAL Water Closet - $3.00 $ IS, ~ Name ~ Bath Tubs - $3.00 ~ Address - Lavatory - $3.00 City'L) Phone Shower- $3.00 Kitchen Sink - $3.00 UrinaUBidet - $3.00 FEES Laundry Tray - $3.00 COMM./IND. FEE -1% OF CONTRACT FEE Floor Drains -$1.50 APT. BLDGS. - COMM. RATE APPLIES Water Heater -$1.50 TOWNHOUSE 8 CONDO - RES. RATE APLLIES Whirlpool -$3.00 MINIMUM - RESIDENTIAL FEE $12.00 Gas Piping Outlets -$1.50 MINIMUM - COMM.IND./FEE $20.00 (MINIMUM • 1 PER PERMIT) STATE SURCHARGE PER PERMIT .50 Softener -$5.00 (ADD $.50 SIC PER EACH $1,000 OF PERMIT FEE) Well -$10.a0 , Private Disp. - $10.00 Fiough Openings - $1.50 SI ATU P RMI EE PERMIT FEE: Q1 fl?n._ F STATES S/C: FOR: CITY OF EAGAN GRAND TOTAL: PERMIT # G r . MECHANICAL PERMIT RECEIPT # CITY OF EAGAN ~ 3830 PILOT KNOB ROAD, EAGAN, MN 55122 DATE: ~ - CONTRACT PRICE: PHONE: 454-6100 For Office Use Only: Sit@ AddreSS ' t ' ~ " ' BLDG. TYPE WORK DESCRIPTION Lot Block Sec/Sub ~ -T- Res. New : 1; - Mult Add-on Name Comm x Repair Address aher c City ` Y~ y~ • Phone Name " 7~ FEE5 RES. HVAC 0-100 M BTU - $24.00 c Address ADDITIONAL 50 M BTU - 6.00 39 p City ~ ~ ' f ~1.. Phone - ~ ' %(RES. HVAC INCLUDES A/C ON NEW CONSTRUCTION) GAS OUTLETS (MINIMUM - 1 PER PERMI'n - 1.50 EA. TYPE OF WORK COMM/IND FEE - 1% OF CONTRACT FEE Forced Air M BTU APT. BLDGS. - COMM. RATE APPLIES TOWNHOUSE 8 CONDOS - RES. RATE APPLIES Boiler M BTU MINIMUM RESIDENTIAL FEE - ALL AOD-ON 8 Unit Heater X M BTU REMODELS - 12.00 Air Cond. M BTU MINIMUM COMMERCIAL FEE - 20.00 STATE SURCHARGE PER PERMIT - .50 Vent CFM (ADD $.50 S/C IF PERMIT PRICE GOES Gas Piping Outlets # BEYOND $1,000) ; Other FEE: S/C: ~ j SIGNA7URi OF P519MITTEE • TOTAL• FOR: CITY OF EAGAN ,(t .-r i~ . . , . . PERMIT # , , . • , , MECHANICAL PERMIT RECEIPT # CITY OF EAGAN DATE '1 y 91 3630 PILOT KNOB ROAd, EAGAN, MN 55122 CONTRACT PRICE 33 70 PHONE: 454-8100 For Office Use Only: Site Address I Q M ti `C • J t c gLpG. TYPE WORK DESCRIPTION Lot % Block ~ iv/Sub R~ New ~ Name ' 0,t °IL' K Mult Add-on m • ~ ~ ~g Address v 1-- d Y• i; 14 V o Comm. Re ir City N- T. ~Q ~L Other c - Phone l''l FEES ~ Name S 1 'V ~ `IL 4 v RES. HVAC 0-100 M BTU -$24.00 ; Address ~ 20 tl ~ ~ s f r d • ADDITIONAL 50 M BTU - 6.00 p Ci t y !`'t. , b^/ P hone (RES. HVAC INCLUDES A/C ON NEW CONSTRUCTION) GAS OUTLETS (MINIMUM -1 PER PERMIn - 1.50 EA. TYPE OF WORK COMM/IND FEE - 1gb OF CONTRACT FEE ForCed Air M BTU APT. BLDGS. - COMM. RATE APPLIES TOWNHOUSE & CONDOS - RES. RATE APPLIES Boiler M BTU MINIMUM RESIDENTIAL FEE - ALL ADD-ON 8 Unit Heater M BTU REMODELS - 12.00 Air Cond. ~ M BTU $ MINIMUM COMMERCIAL FEE - 20.00 STATE SURCHARGE PER PERMIT - .50 Vent CFM (ADD $.50 S/C IF PERMIT RRICE GOES Gas Piping Outlets # BEYOND $1,000) • Other ~ r ~v~'~v ~"~?~,,~v FEE: SIGNATUR OF PERMITTEE ~ S/C: TOTAL• ~t~ FOR: CITY OF EAGAN r . INSPECZ ION RECORD CITY dF EAGAN PERMIT TYPE: i i"?"' ~ ~ 3830 Pilot Knob Road Permit Number: Eagan, Minnesota 55122-1897 Date Issued: (612) 681-4675 SITE ADDRESS: I" / 101' 1 010 l APPLICANT: ~(I r; i Btrif r ~ ~ iAMKFf h0110l F ttb ~ : ~ ~~,a•, ! PERMIT SUBTYPE: TYPE OF WORK: INSPECTION DATE INSPTR. INSPECTION TYPE D• : t• ftM i Nit I:1I11lf)1 I M 1' I It', ftt~t1~~11 I M f11 I, f( WF~t I t I:t, ; I~1r~+ ii i~. 1 4 flrt! i i f~i :'Nl) F I Mul: I, l miliil i L', I 1 I uu! iIN l'.{; i(ri ,3 M; U i I ~ ~ J Permlt No. Pern?R Holder Date Telephone # ELECTRIC g /O ~.S OD T PLUMBING , HVAC Inspection Date Insp. Commenta FOOTINGS Jr~~/~G 'VIX < <o 464 FOUND Ak FRAMING 7~ p l/U 3~l6 !~•!S 1 .p 'ZSQG o4c - S/7 ROOFING aa,', ROUGH PLUMBING , jt. PLBG AIR TEST f < « y 2-~ ROUGH HEATING GAS SVC TEST d- 6 INSUL GYPBOARD F{REPLACE FIREPLACE AIR TEST FINALPLRG ..f FINAL HTG J~ir rESTT BLDCi FINAL / BSMT R.I. BSMT FINAL , n!=c{ FTc - ~ ' INSPECTION RECORD . CITY OF EAGAN PERMIT TYPE: 3830 Pilot Knob Road Permit Number: Eagan, Minnesota 55122-1897 Date Issued: ~ (651) 681-4675 L. SITE ADDRESS: APPLICANT: PERMIT SUBTYPE: TYPE OF 1NORK: INSPECTION . .A Idtr Afrl,ll l. it.i 1 l i..It , ~ - . 'c . . r . . . { ~ II I ~ J Permft Holder Dete Telephone N ~ SEWER/ WATER ' PLUMBING , HVAC Inspection Date Insp. Comments FOOTINGS . FOUND FRAMING d ~ ROOFING ROUGH PLUMBING PLBG AIR TEST ROUGH HEATING GAS SVC TEST INSUL GYP BOARD FIREPLACE FIREPLACE AIR TEST FINAL PLBG FINAL HTO ORSAT TEST BLDG FINAL DOMESTIC METER IRRIGATION METER FLUSH MAINS corvoucnvirr TEST HYDqOSTATIC TEST BSMT R.I. BSMT FINAL DECK FTG DECK FINAL SIgnL BAtvx CITY OF EAGAN N? 16428 3830 Pilot Knob Road, P.O. Box 21-199, Eagan, MN 55121 /~.e~'X BUILDING PERMIT PHONE:454-8100 Receipt # (/y / ~ d To be used lor BANK Est. Value $942, 000 Oate MAY 8 , 7989- Site Address 1270 YANKEE DOODLE RD Lot 1 Block 1 Sec/Sub. O E RE 1 ~FFICE USE ONLY Parcel No. ND occupancy B-2 FEES Zoning PD CSC w Name SIGNAL BANK (AcwaqConst I -1~- N BIdg.Permit 3.366.00 o Address 100 SIGNAL HILLS (Allowabie) V-N Sumharge 471.00 City W ST PAUL Phone 457-1776 #orsrodes 1+$SXT LengM -gg' Plan Re~iew 1,683.00 io Name i.AN(:F.R CONSTRiICTTDN CO Depth 981 SAC,Ciry 200.00 gg AddresS 54 E MOREI.AND S.F. iorai 14,_900 SnC, MCwCC 1 150. 00 ~ City W ST PA11i. Phone 657-5993 S.F.FOOtprints 7~830 On Site Sewage _ Water Conn ww Name AND .R .N C 0 TP AR HI ECT .TD OnSiteweil - WaterMeter iE Address 7601 WAY .ATp EI.VD, SII7TE 211 MWCCSystem XX aw City P17'NNF.pPOL.IS Phone 59 -09 O CiryWater XX AccLDeposit PRV Required - S/W Permit 20.00 I hereby acknowlege that I have read this application and state that the Booster Pump - ~S/w Surcnarge 1.00 intormation is correct and agree to comply with all applicable State oi ~ Minnesota Statutes and ity ot Ea an Ordinances. Treatment Pi 456. 00 signacure of aermi ' APPROVALS Road Unit 2,295.00 ABuildingPermi is" uedto: LANGER CONSTRIiCTTON Planner - Pa~p~ 4.901.00 on the express condition that all work shall be done in accortlance with all Council _ applicable Stale of,Minnesota Statut/es an.ydyC~it,y/ of Eagan Ordinances. Bldg. ON. _ Copies Builtling Official l1~ 1~A. ~ 1 i ~/1 Variance - TOTAL 14,543.00 0Sa. so ~ 2005 COMMERCIAL PLUMBING PERMIT APPLICATION C k. 2 I CITY OF EAGAN 3830 PILOT KNOB ROAD, EAGAN MN 55122 651-675-5675 Date SiteAddress 12-70 unk-e'_ !)oo~ Unit# Tenant Name fi'S 50c i' V1PtA /3 "').Z.- Former Tenant Name Property Owner S 4Telephone ) Contracmr Harris Mechanical Services City address _ 909 Montreal Circle State _ St. Paul, MN 55102 Telephone ) License # The Applicant is _ Owner Contractor _ Other Work Type New Bldg _ Modify Tenant Space RPZ PVB New RepairBebuild _ Replace Irrigation system Work within public right of-way/easement _ Yes _ No Rain sensors are re uired on irri ation s stems Description of W ork F Qbvi' t J / ~P L- To inquire if Pressure ducing Valve is required on new service, call 651-675-5646 Meters - Ca11 65 1-67 5-5 3 00 to verify that hydrostatic, conductivity, and bacteria tests passed prior to uickiue uu meter. Irrigation Size & Type Avg GPM 2" turbo req'd unless smaller size allowed by Public Works Fue Size & Price 3/4" disolacement $161.00 Domesric Size & Type Avg GPM Includes high demand devices? _ Yes _ No Flushometers Yes No PRV Required _ Yes _ No Permit Fee $50.50 minimum (includes State Surcharge) Contract Value $ x 1% _ $ ~v • 0) Permit Fee $ Meter(s) Required on all new 6uildings & boulevard irriaafion systems $ C R2dio Metei Read If pemtit fee is $1,000 or less, surcharge is $.50 $ STdte SuLCb3tge If permit fee is over $1,000, surcharge is $.50 per $1,000 of the Permi[ Fee Following fees apply only when installing new irrigation system $ Water Pemut Call Jerry Wobschall at 651-675-5024 forrequired fee amounts $ TreaunentPlant $ Water Supply & Storage $ State Surcharge $ TMahFee I~ , ~ f~ '1 til ~ I hereby apply for a Commercial Plumbing Permit and acknowledge that the informarion is complete and accura6e; tHat t}I'e workJw111 b'e'ii ~ confomiance with the ordinances and codes of the City of Eagan and with the Plumbing Codes; that I understand thiil is'not a,perr}~itb~o y an application for a permit, and work is not to start without a peanit that the work will be in accordance with the approved, plan in tht Cas~c~~`iYork which requues a review and approval of plans. ApplicanPs Printed Name Applicant's Signature PERMIT 0,eO-57s77 CITY OF EAGAN 3830 Pilot Knob Road PERMIT TYPE: B U I L D I N G Eagan, MinneSOta 55122-1897 Permit Number: 027663 (612) 681-4675 Date Issued: 0 5/ 2 3/ 9 6 SITE ADDRESS: 1270 YANKEE DOODLE RD LOT: 1 BLOCK: 1 TOWN CENTRE 100 2ND p.I.N.: 10-77051-010-01 DESCRIPTION: (SIGNAL BANK) Vuildi g,Permit Type COMM./IND. MISC. fBuilding 'W'o.rk Type ADDITION „'JU6G0cCUpan c`y>, B f ConstrucCion T,~ge II-N Z`tl rY Si Tt g' ~ P D {s Buildin9stories .J~ 2 ~ Census Cade 437 ALT. NONRES. REMARKS: ADD 2ND FLOO.R REMODEL 1ST F100R FINISH BASEMENT FEE SUMMARY: ' VALUATION $1.100,000 Base Fee $5,287.25 CITY SAC $900.00 Plan Review $3,436.71 TREATMENT PLANT $1,188.00 Surcharge $540.00 Total Fee $14,051.96 SAC $2,700.00 SAC % 100 3AC Units 3 Subtotal $11,963.96 CONTRACTOR: - Applicant - OWNER: LANGER CONST 24575993 SIGNAL BANK INC 54 E MORELAND 2060 S ROBERT ST W ST PAUL MN 55404 W ST PAUL MN 551.18 (612) 457-5993 (612)552-2770 I hereby aeknowledge that I have read Lhis appliaativn and state that the irtfiormation"is c`9rrect end'agree Co cb'mply with all appliceble 'State of Mn. 5tatutes arltd Ci,ty of pagon prdinances. J~ n.~ n~fi~~~ APPLICAN E ITEE SIGNATURr ISSUE B: IG R r 14to CITY OF EAGAN 1996 BUILDING PERMIT APPLICATION (COMMERCIAL) ~ 6814675 The following are required wRh appropriate certification for all My wnstruction: ~ 2 each: archkeGurel plans; mech. & elec. plens; fire sprinkler plans; sttuGural plans; site plans; landscaping plans; greding/dreinage/erosion control plan; u[ility plan ~ 1 each: set of apecihcetlons; set of energy calculations; electrical power Ulghting fortn; Special Inspections & Testing Schedule ~ Letter hom MC/WS (phone #222-8423) indicating SAC Aetertnination ~ Code analysis indicafing: Codes used; oaupancy Gassifications: setbacks; maximum allowable area as per Building and Ciry Codes along wah sq. ft. per floor; type of consWdion (synopsis of construction components) S any ocapancy or area separation wells; oaupanq loads; exk synopsis with e diagram indicating exiting loads from each room or erea, travel paths & all rated corridors; plumbing fixtures; and parking. DATE: ZI -JS - g(' WORK TYPE: _ NEw ~ REMODEL DESCRIPTION OF WORK: Adl 5&6"a Llooa~ VQrno,lel JS'' ga%J~- oud- gas.at~~d- CONSTRUCTION COST: TENANT NAME: .Z'gnq/ 1~nK SITEADDRESS: LOT ~ BLOCK ~ SUBD. 'Ityft 6^ IOD P I.D. # PROPERTY Name: 5%Gna/ 6c~fiK J1~. _ Phone#: OWNER W Street Address aG 6e~5 -S P, o City: P4 u l State: i~ Zip: CONTRACTOR Company: l;,n ao.r t'~Oacr- Phone Street Address* City:~i St pCru/ YY//`.) zip: ARCHITECTI Company: IXnJzrSer~ Phone #S 5 3'C3gSG ENGINEER 5/6D Name: ~au~ l;nd.e~rS~n Registration M R rE c k t'ti L- L, AI'R ~5 i:,,:;~ ' Street Address• 7~ ~l ~~~~.;L7~~ l{ ~a~ 1- CitY: rnlhnee~P/~I%S _ State: {lM Zip: Sewer & water licensed plumber: I hereby acknowledge that I have read this application and state that the info tion is correct and agree to comply with all applipble State of Minnesota Statutes and City of Eagan Ordinances. Signature of Applicant: OFFICE USE ONLY Y BUILDING PERMIT TYPE ? 01 Foundation .:~V69 Comm./Ind. Misc. ? 21 Miscellaneous ? 18 Comm./Ind. ? 20 Public. Facility WORK TYPE 0 31 New o 33 Alterations ? 35 Tenant Finish ~ 32 Addition ? 34 Repair ? 37 Demolition 9boe,wK GENERAL INFORMATION Const. (ActuaO Q'--/Y Basement sq. ft. MC/WS System (Allowable) ;Z-N First Floor sq. ft. City Water £xs> UBC Occupancy 23, sq. ft. Fire Sprinklered ~XsT Zoning i~- sq. ft. Census Code y37 # of Stories sq. ft. SAC Code 30 Length sq. ft. Census Bldg. / Depth Footprint sq. ft. Census Unit O APPROVALS Planning Building Engineering Variance ~ Permit Fee ~z s 11-z Valuation: $4 /0 o, 000 Surcharge Sf'o.on ~--`soa.zrr(z.7rfiao) S e v(..,.~ x. aoey~ Plan Review 3, y3G.-7 / 4~se~Z Zr x Gr MC/WS SAC z, qcnr3 City SAC 9oo,ao r--3aofJ Water Conn. S/W Permit 41ir S/W Surcharge %L_ Treatment PI. ,oo ~-~y6 X3 Road Unit k/A Park Ded. a/a Trails Ded. ,v/A Water Qual. Other ~ Copies - Total: A1, Os/. 9l0 °k SAC SAC Units ~ Meter Size :zP<;;;?;cX~i::w:f•"cikr,c:+,;;;:;:;r;5:;i>!;rcX"•„ t;!:rv 00 ::_AGr-,N Tt.ii(iAliW A'.(J^ 80, D1ir:I i.R122!98 rT.t4E; W2059 i?7 :t " NAM1'.:' 1_f1N(;E' C;OP:irjTl': .l~~ ~ r.d _ . .~.~fJ".f::\' f.;l.)hi%'il.. ';?:1.0 `ii0:.:~'1. '!.c'7C) ti'tdlC_~. II~JI_G? i.i4,.i[i . , 34_,-r.. , cin~'ti ii.'.+'Cl VNI'Pnr r'~p r ~..I..., ~„~i.. F05 `iCJfpl 070 Vt.!Y,.;i: LiJi..l:-' 5.50 , ,n4.al I'iF:^]'n:i.(.il: A'Oi,ri'.,• 292.'r.!1t. CR;.pt,? 40 U`;E:t I% NF;tdCv ~ CITY OIF EAGAN PERMIT 3830i°iloC Knob Road PERMIT TYPE: B iJ I L n t iu c Eagan, Minnesota 55122-1897 Permit Number. 03A260 (651) 681-4675 Date Issued: 12 /22 I95 SITE ADDRESS: 1270 raivKeE ooooLe RD LOTe :I. L'LOL'K e 1 TOWN CENTRE 1~DO ZND 10-77051-010-01 DESCRIPTION: s7rNAL BaivK Bu' dinW-'Permit l'~ppe COMM.ITNG. mISC. Bdinq ~16-r`k TYpe AL7ERATION ,rJensus Cvdc ~ 437 ALT. NONRES. .i-- REMARKS: F'1.f1N f?GVIEWEO EV CRfl:(G p!OVAC7YK. NO ARCHSTEf.'i LLSTED. OFFICF & DUMBWFlITER. FEE SUMMARY: VHLURT:I(JN $11.000 aart3 Feo 3174.7E; Plan Fteview ~113.59 5ur-charqe $5.GB~ i"otal Fee $293.8a CONTRACTOR: - Aoolicant - OWNER: L.RiVGER CONST 24575953 SIGIVFlI_ EsANK EFlGNN SA14 G MORELRND 1,270 YHNKEE UOODLF RC7 W:S7 PAUL MN 55404 EAGAN hIN 65121 (612) 457-5993 (651) a I tierebv acknowledqe that T have read this application anci state thr•Y tne infiormation is correet dnd anree to complv wi.th ay: apol,,cable St:aTe oiMn. Statutes and Citv ot Eaqan Ordinances. L - ~~nl APPLICAN7/ RMI7EE SIGNATURE I D BV: SIGNATU E : ti 1998 BUILDING PERMIT APPLICATION (COMMERCIAL) G ~ CITY OF EAGAPt C! 681-4675 A a--9 3 Submit.following to obtain necessary permit Foundation Only New Construction Interior Improvement structural plans (2 sets) architecmrel plans (2 sets) architectural Olans (2 sets) civil plans (2 sets) structurel plans (2 sets) code analysis (1) ° code analysis (7) " civil plans (2 sets) project specs (1 seq soils report (1) landscaping plans (2 sets) Key Plan projectspecs (1) codeanatysis (i)" energycalculations (1) nMalways" Special Inspections S Testing Schedule " soils report (1) Efectric Power 8 Lighting Form (i) not always " SAC determination letter from MCNlS - SAC determination le@er fmm MCNVS - SAC determination letter from MCNVS - call 602.1000 call 602-1000 call 602-1000 SpeciallnspectionsBTestingSchedule(1) project specs (1) energycalculatlons (7) " Electric Power & Li hting Fortn (1) " Contad Building Inspections for sample Food & Beverage or Lodging facilities: Plan must be submitted to Minnesota Department of Health. Call 215-0700 for details. DATE: ~ U 4 WORK TYPE: _ NEW t---*~REMODEL DESCRIPTION OF WORK: CONSTRUCTION COST: TENANT NAME: SITE ADDRESS: n Cf, ~ SUITE LOT l BLOCK SUBD. 'r0 UJ n C1•-P i~~~- I 0 0 P.I.D. # Name:_~~~~ Phone - PROPERTY Last First OWNER 1~,0 Stree[ Address:_ City ---""`ig /~r • State: "Lip: S-S ~~j.~'~ Company:_ Phone N: CoN-110,CTo g Street Address: License q City S[ate: "Lip: ARCHITECT/ ENGINEER Compazny:__ Zx~- Phonc ti: N:une: Rcyrist[a[ion - Sircct Address: - City Statr. L'ip' Sewer & water licensed plumber (only if installing sewer 8, water): I hereby =Hge"trt i a this application and state that the information i5 correct and agree to comply with all applicable State Minnesot StatMr6abd4Ci~q(~agan Ordinances. t~~ Signature of Applicant: ~ $y ~ OFFICE USE ONLY . i . BUILDING PERMIT TYPE ? 01 Foundation ~ 19 Comm./lnd. Misc. ? 21 bliscellaneous -9 18 Comm./ind. ? 20 Public Facility / WORK TYPE e~FF/z~e,7- -.b UN!/3(,4)dt-/7"Ew---- ? 31 New 15 33 Alterations ? 35 Tenant Finish ? 32 Addition ? 34 Repair ? 37 Demolition GENERAL INFORMATION Const. (Actual) ~ Basement sq. ft. MC/WS System (Allowabie) 'TL_~ First Floor sq. ft. City Water UBC Occupancy sq. ft. Fire Sprinklered ~ Zoning ~ sq. ft. Census Code # of Stories sq. ft. SAC Code 3b Length - sq. ft. Census Bldg. Depth Footprint sq. ft. Census Unit a APPROVALS - Planning Building CkAA6- Engineering Variance f Oi: Permit Fee Valuation: $ 1 000;~- Surcharge Plan Review !1 . MCNVS 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 I r:' " a.4 N l-C 1989 BIIILDIAG PTAMIT APPLICATION - CITY OF EAG9N SINGLE FAMILY DWELLINGS I~ • 2q INCLUDE 2 SETS OF PLANS, 3 CERTIFICATFS OF SURVEY, 1 SET OF ENERGY CALCULATIONS NOTEs ADDRESSFS FOR CORNEE LOTS - CONTRACTOR/BOMEOWNgR MDST DESIGNATE WAICH 9DDRESS IS DFSIRED. AO CHANGES WILL BE ALLOWED ONCE SDILDING P6AMIT IS ISSOED. MULTIPLE DHEI.LINGS RBNTdL ITNITS FOR SALB ONIT3 # OF UHIT3 INCLUDE 2 SETS OF PLANS, CERTIFICATE OF SURVfiY - CHECB WITH BLDG. DEPT.v 1 SET OF ENERGY CALCULATIONS CONE~IEACIAL INCLUDE 2 SETS OF ARCHZTECTURAL & STROCTURAL PLANS, 1 SET OF SPECIFICATIONS AND 1 SET OF ENERGY CALCIILATIONS To Be Used For: /Ue,6u Valuation: ~4Q, DOO Date: Site Address MrIU YANKEE DccmtN` hobAA 0FFICE IISE ONLY Lot ~ Bloek ~ Oeeupancy $"2 FEES Zon3ng pD GSC- Parcel/Sub'~ovu CF_tdT'gE /DO ,~riD Al?Dy Aetual Const 7L-N Bidg. Permit 3366 > Allowable V-N 5ureharge 9 71 Owner .~qN~~ ,Ott?rf # of stories I~ 6sMT Plan Review Length r 78' SAC, City 2aV ` Address /00 ,~„t,uR1 1frl~ Depth 9$ SAC, MWCC 1150 S.F. Total JLI o0 Water Conn - ~ City/Zip Code Footprint S.F. r1 Qi30 Water Meter I Aeet. Deposit - Phone On site sewage, S/W Permit Zo / On site well S/W Surcharge I Contraetor ,e~ir• Gf-~eSrewT eo!;~' MWCC System 7~ Treatment Pl. 4456 City water 17 Road Unit 229.5 Address A4,64t,f PRV required _ Park Ded. 441101 ~ Booster Pump Copies City/Zip Code TaTAL 3. ~0 Ar27N t2tS'1,au) AYPROPALS Phone Planner _ / Council ' Arch./Engr. a- ~Q.1427z Bldg. Off. / Varianee Address D/ ~ e~ /Couneil ~ City/Zip Code Phone # An,DG7tS&4 NOTE: Sewer & Water Permit fees and account deposit fees irill be ineluded in the buildiag permit fee. Pracessing time for sewer and vater permits is two days once a lioenaed plumber has applied for a permit at City Aall. PE1z.•n i~` vA L U A't' I bt4-= ~ 1 y 2, v~v ~ ~ y ~ ss soo, o~o _ , Z ° 3y,so y4aKx -2 I 3 Z~, oa 4d + 'J 3 3 65 . So b'R 3 36 6 S~.c2cHar- (~E. 91421 ODvX,000S; Ll rjI p~~N REviEw 33~'6 X 5D~ = /683 51'.G CiTv X r00 M wc.c~ 2 X Sl75 = II $d TR. PLAtiir a-~ zzw = tis(r., I.iNI r. Z,2S AGgES X ~ozo ~ 2a.95 Pa cz~ i ~ q'~6010 SFx :aS= y9otD.SO 0)2 l.(q Bl ~ CITY USE ONLY L ~ BL ~ J RECEIPT#: .S~fo5~3 SUBD. DATE: ~1996 MECHANICAL PERMIT (COMMERCIAL) • CITY OF EAGAN 3830 PILOT KNOB RD EAGAN, MN 55122 (612) 681-4675 Please complete for: ? all commercialrindustrial buildings. ? multi-family buildings when separate permits are nM required for each dwelling unit oJ nr;rF: CnR'TPA(:T PF'IrF: ~ r_. WORK TYPE: X NEW CONSTRUCTION k INTERIOR IMPROVEMENT DESCRIPTION OF W0RK:--)~D1i-)0rk' sL~c;S~1lv, 06+W0.T~.'C hszw~"S`lST'2Y?'1 . 11 h1.a~ CLIa ~ S, PP+~q-12r~ . ~hs q FEES: ?$25.00 minimum fee pt 1% of contract price, whiehever is greater. ? Processed piping - $25.00 ? State surcharge of $.50 per $1,000 of pgtIDa fee due on all pertnits. CONTRACT PRICE x 1% PROCESSED PIPING STATE SURCHARGE . sa TOTAL o2~i8. s° SlTE ADDRESS:. 2a2~70a,rti OWNER NAME: S i~"\at I 13 o.v+ k. TELEPHONE ys 7-/77~ TENANT NAME: (iMPROVeMErns oNLir) INSTALLER: S10 T~ S+ ~u m b i n ADDRESS: 42 1-1 CITY: S+ STATE: ZIP2~6 " PHONE a202t4 -S(oI ~o SIGNATURE: SI ATURE F PERMI EE CITY INSPECTOR V CITY USE GNLY L ~ BL RECEIPT SU80. DATE: ~ (.0 1996 MECHANICAL PERMIT (COMMERCIAL) • CITY OF EAGAN 3830 PILOT KNOB RD EAGAN, MN 55122 (612) 681-4675 Please complete for. ? all commerciaUndustrial buildings. ? multi-family buildings when separate permits are ~t required for each dwelling unit. DATE: r6 CONTRACTPRICE: ~~1 y°a WORK TYPE: NEW CONSTRUCTION INTERIOR IMPROVEMENT DESCRIPTION OF WORK: VA G FEES: ?$25.00 minimum fee 2E 1°k of contract price, whichever is greater. ' ? Processed piping - $25.00 ? State surcharge of $.50 per $1,000 of po339 fee due on all pertnits. CONTRACT PRICE x 1% PROCESSED PIPING STATE SURCHARGE •S~ TOTAL SITE ADDRESS: La 7 OWNER NAME: c TELEPHONE TENANT NAME: (IMPROVEMENTS ONLY) INSTALLER: ADDRESS: ' ~ CITY: STATE: ~ ZIP• `'SI C ~ PHONE SIGNATURE: SIGNATURE O PERMITTEE CITY INSPECTOR OFFICE USE ONLY ~OlS~S L gL d RECEIPT SUBD. DATE: 1996 PLUMBING PERMIT (COMMERCIAL) CITY OF EAGAN 3830 PILOT KNOB RD EAGAN, MN 55122 • (612) 681-4675 Please complete for: ~ all commercial/industrial buildings. . muRi-family buildings when separete permits are np1 required for each dwelling unit. DATE: CONTRACT PRICE:~~~ WORK TYPE: _ NEW CONSTRUCTION ~ ADD ON _ REPAIR DESCRIPTION OF WORK: Aa4 5o co ti cl s Tor-r +o LviI Lv. q IS WATER METER REQUIRED? _ YES,Z NO. IF SO, PLEASE PROVIDE THE FOLLOWING: WATER FLOW: GPM. ARE FLUSHOMETERS TO BE INSTALLED7 Lo YES _ NO. FAILURE TO PROVIDE THIS INFORMATION WILL RESULT IN A DELAY OF METER ISSUANCE. WILL YOU BE INSTALLING A METER FOR A FUTURE U.G. SPRINKLER SYSTEM? _ YES cNO. ir SO, Yuii NiliS i F?FrLr rOR A SEFAFtA"fc U.G. SPiiiivetLER PErZir51T. FEE: 825.00 minimum fee or 1% of contract price, whichever is greater. State surcharge of $.50 per $1,000 of pg¢T]Lt fee due on all permits. CONTRACT PRICE x 1% 41S1? STATE SURCHARGE 15-6 TOTAL ySg • s;-o I SITE ADDRESS: la70 ~/O, o-o cL ~Q, oa d. TENANT NAME: S; a Y\a.. l~]l STE. # ' OWNER NAME: v-\. G INSTALLER: <1'~'~ ADDRESS: CITY: S) .~GU.._. l STATE: ZIP: ~SI~ I PHONE#: SIGNATURE' APPLICANT OFFICE USE ONLY METER SIZE: " DATE: INSPECTOR: ~ ~ ~~S J 16 A4 - 0 L DU CONTRACTOR'S MATERIAL & TEST CERTIFICATE PAfiTS A& B- UNDERGROUND PIPING PROCEOURE UVON COMPLETION OF WORK, INSPECTION ANO TESTS SHALL BE MAOE BV THE CONTRACTOR'S REPRESENTATIVE AND WITNESSED BY AN OWNER'S REPRESENTATIVE, qLL DEFECTS SHALL BE CORRECTED ANO SYSTEM LEFT IN SERVICE BEFORE CONTRACTOR'S MEN FINALLV LEAVE THE JOB. A CERTIFICATE SHALL BE FILLED OUT ANO SIGNED BY BOTFI REPRESENTATiVES. COPIES SHALI BE PREPARED FOR APPROVING AUTHORITIES, OWNERS ANO CONTfEACTOR, IT IS UNDERSTOOD THE OWNER'S REPRESENTATIVE'S SIGNATURE IN NO WAV PREJ- UDICES ANV CLAIM qGA1N5T CONTRACTOR FOR FAULTV MATEFIAL, POOR WORKMANSHIP, OR FAILURE TO COMPLV WITH AP- PROVING AUTHORITV•5 REQUIREMENTS OR LOCAI ORDINqNCES. PROPERTV NAME DATE SZGNAL HILLS BANK FROVERTV ADORE55 1270 YANKEE DOODLE ROAD EAGAN, MINNESOTA ACCEPTED BV APPROVING qUTHORITV('S) NAMES INSURANCE SERVICES OFFICE ADDRE55 PLANS 6550 YORK AVENUE SOUTH EDINA. MINNESOTA INSTALLATION CONFORMS TO ACCEPTED PLANS: VES ? NO ? EQUIPMENT USED IS APPROVED vE5 ? NO ? IF NO,STATE DEVIATIONS HAS PERSON IN CHARGE OF FIRE EQVIPMENT BEEN INSTRUCTED AS TO LOCATION OF CONTROL VALVES qND CARE OF THIS NEW EQUIPMENT? VES O NO ? IF YES, GIVE NAME. IF NO, EXPLqIN. INSTRUC- TIONS HAVE COPIES OF qPPROPqIATE INSTRUCTIONS ANO CARE AND MAINTENANCE CHARTS BEEN IEFT ON PREMISE57 YES ? NO ? IF YES, GIVE NAME. IF NO. EXPLAIN. FLUSHING: Flow the reQUlred rate untll water I5 clear as Indlcate0 by no collecllon o} foral9n materlal In bwiap bays a ou e s such as hytlrants anC biow offs. Flush at flows not less than 400 GPM (1516 L/min) for 4-Inch pipe, 600 GVM (2271 L/min) for 5-inch DiDe, 750 GPM (2839 Umin) for 6-Inch plpe, 3000 GPM f3785 L/min) for 8-Inch pipe, 1500 GPM (5678 Vmin) tor 10-Inch pipe, antl 2000 GPM (7570 L/min) for 12-Inch plDe. When supply cannot OroAU<e stlp- ulateA flow rales, obtaln maxlmum avallabl8. TEST HYDqOSTATIC: HyOroztatit [es[s shall ba matle at not less than 200 V51 (13.8 bars) for two hours or 50 P51 (3.4 bars) a ova s a c pressure In excess of 150 PSI (10.3 bars). OESCRIP- LEAKqGE: NBW pipe Iaitl wllh rubber gaSketetl folntz Shall, if the workmanshlp IS 5atisiaclary, n2ve Ilttla or no leaka9e at thE o n s. e amount of leaka9e at the )olnts shall not exceetl 2 puarts Der hour (1.89 yhr) per 300 jolnts Irrespective ot pipe TION dlameter. The leakage shall Ee tllstrlbutetl over all jolnts. It such leakage occurs at a few 7olnts the Installatlon shall be ton- 5ltlere0 unsalisfattory entl net9isary repalrs matle. New pl e Ia10 With WulkeA leatl of leatl•SJbstllute jolnts Shall, I/ the workmanshlp IE W(ISfaClory, 118ve Ilttle oI no leakage al the ~olnts. Any jolnt havlnq leaka9e Of more th2n a"Sli9ht Crlp" or "weeping" SM1all 6e fepaireG. Leekage shall not exceeA 1 oi, (Ilqultl meafure) per nour per Incn (30 mL/25mm h) ot pipe tllameter pet olnt. The leakage shall Oe EIStrIDuteC ovtr all fOlntS. If SUCh IGSkpgp OCCUIf 21TOSl enSlfely at i 18w ~o(nif, thB InstalldtlOn Shd~l b9 COnSIEefBtl un5dtI5/dctoly intl fi8t- BSSdry fepall5 Tatle. FEEDS BLDGS. LOCATION PIPE TVPES AND CLA55 TVPE JOINT UNOER CLASS 52 D.I.P. SLIP JOINT CONFORMSTO NFPA STANOARU VESXaX NO ? GROUND IF NO, EXPLqIN PIPES AND JOINTS NEEOINQ ANCHORACtAMPED, STRqPPED, OR BACKEO IN YESXMX ND ? JOINTS ACCOROANCE WITH STANDARD IF NO, EXPLAIN NEW UNDERGROUND PIPING FLUSHED ACCOHDING TO STANDARD ' BV(COMPANV ) VESYM HOW FLUSHING FLOW Wq5 OBTAINED: PUBLIC WATEFK= TANK OR RESERVOIR ? FIRE PVMP ? THqOUGH WHAT TYPE OPENINO: HVD. BUTT. ? OPEN PiPE)= FLUSHING TEST$ LEAD-INS FLVSHEO ACCORDING TO STANDARD VE$M BY (COMPANY) HOW FLUSHING WAS OBTAINED: " PUBI.IG WATETJ= TANK OH RESERVOIR ? - FIHE PVMP ? THROUGH WHAT TVPE OPENING: V CONN. TO FLANGE 6 SPIGOT O OPEN VIPcM FORM 85 AB, REVISED APqll 1979 VRINTEO IN V.S.A. FOR NAS 6 FCA, INC., P.O. BOX 719, MT. HISCO, N.V. 10549 HVDROSTATIC ALL NEW VNDERGROUND PIPING HVDROSTATICALLY TESTED AT TEST ZOO pgI FOR 2 HpuRS IEAKAGE TOTqL AMOUNT OF LEAKAC~ MEASUFED V Gp'L"`• z HOURS TEST qLLOWABLE LEAKAGE 1/(} . NUMBERINSTALLEu TVPE AND MqKE 6AL5. 2 HOURS HVDRANTS NONE AlL OPERATE SATISFqCTORILV VES ? NO ? WqTER CONTROL VqLVES LEFT WIOE OPEN: CONTROL IF NO, STATE REASON VES ? NO ? VALVES HOSE THREADS OF FIRE OEPARTMENT CONNECTIONS AND MVDRANTS INTERCHANGEABLE WITH THOSE OF FIRE DEPARTMENT ANSWERING ALARMT VES ? NO ? DATE LEFT IN SERV~CE REMARKS NqME OF CONTRACTOR • UNITED WATER & SEWER C0. SIG FOR OPERTV OWNER (SIGNEO) TITLE NATURES DATE FOR CONTRACTOR (SIGNEO) / ~ ~ TITLj ^ OATE TESTS WITNESSEO BV e ICE PRESIDENT 8-31-89 ADDITIONAL E LANATIO' ANO NpTES ~ i Sf- GF:NF:RnI, INFf7RMATIUN ' 13-9 CONTRACTOH'S MATEHIAL & TEST CERTIFICATE FOR HeOVEUROUND PIPING , PFOCEDI/FE . ` Upon completlon ol work, inqrictlon and ipt, shNI W mMi bV tho ron<neterY npnMpi4UW Ifltl wIOVIMd OY M Drmb1 HPAMmbtlvg. All Jelecu ipoll M eametaE mtl iY#um ldt In prviw Mfom eOnVaeWr 's pmmhirM111nd1y Npv tM 1a6. A nqific.ts ~h,ll pe Illbd oul aM ppnM 6Y botX fpnMnOtML Ca01M Ih/11 W pPPonso far apprOVinp ou1hOrNIN, orunm &nd Oanlwelor. It it uml.nlaotl the ovmsi npnoi Ilpnotun {n ne vnY Dniudlpe InY clNm pWInM eenvstfm IOr flulq TiIorIH, paer worYmmsh10, or bilure to comply with pprovinp suthodty'v rpuinmenL Or leeel eedlnmr/n. VqOOERTV NAME S A,~_~?~'~ R -i s -~.9 PRDOERTY AOORE55 _ I z7o ACCEVTEOev nvPROVlnO AUtMORITY(3) NAMES NDOPE55 VLANS INITALLP.TIONCONIORMlTOACC[PTIOP`ANS VES ~NO EQUIOMENTUSE014HPPNOVCD dES ~NO IPrvO,EXPLAINDCVIATIONS ' HAS OEFSON IN CHqqGE OF fIRE EQUIPMENT BEEN IMSTRUCTEO AS TO LUCHTION YE9 [:1NO OF CONTnOL vnLVES ANO CAPF ANO MAINTEnANCE Di THIS NEw Equ1PMENT IG NO, E%PLP.IN % INSTPVCTIONS ~ NAVELOVIESOFqnPFOpRIqiEINSTMUCTION6FNDCAMEANOMAINTENANCECMART9 VBS ONO AND NFP/111A BEEN IEFT ON OqfMI5E5 ' If NO, E%PLAIN LOCATION SVVVL1E5Blocs. OF SVSTEM Axn a L n& • MqKE MOOEL YEAR Of ORIFICE QUANTITV TEMFEHATURE f MANUFqCTVRE 51 E HATING lie Sb o 1 SP0.INKLENS ~ PIPE GONFORMF TO ST,4NDAM0 E?NO • i1FEAN0 KITtINOSCONFpRMTO j1JFI"I4 11"S STNNDIIRO [!3-/EB ONO FITTINOS IF na, ExOLAIN r AIARM OEV ICE MA%HAUM TIA1E 10 OPEMTE 7MIOUGH lEBf VIVE ALARM TVFE MnNE MOOEL MIN. SEC. VAWE OR FLOw Suirret-I INDICATOR DRY y D. MAKE MODEL ERIAI.NO. MAKE MDDEI SE TIME TO TNIi RTER AIN TRIP VOINT EACNED DVEAATEO THRUTESTnVE* P FE PRESBURE IURRiE55 TEgT OUTLET~ PROiERLY I p DflY PIiE M~rv. SEC. P51 PSI 1 MIN, SEC YES HO OPERIITING TEST Without O.O.D. Witn O.O.D. IF nO,ExPtAIN I •MEnSURED fRpM TIME INSPECTON'S TEST PIPE 13 OPENED. . JOVlR) !!q pDBp) VqINiED IN USA Cunlraalor'e Malerial & Teat Cerlificate for Aboveground Piping 13-10 SPNINKLf:R3YtilF.MY ?VNEUMATiC ?EIECTflIC QHYbRAULIC PIPINGSUPERVISE , ,,ES ~NQ DETECTINOMEDINSUPEFVISE yE$ ?NO OOESVIILVEOVERATEiFOMTM TRIPANO/O REM T ONTROLbT y i)EWGE6 iSTNEREANACLESSIBLEFACiLrtViNEwGHCl 1EST1 .E%DLAiN PflEACT'ION QYES ONO VAlVEB - - . eac'~cintu~rrnrnMC ir r.v~~n~u~+ - MAI(E fU£I+VIlION LW AV1RM 11ATE V p~iL F vE5 NO YES fV0 SEC. HVOKO TAT : H~dro~utic Imn snsif U< ma0e n nat Ieu thm 700 pii 117.86sn1 for two houn or 60 pii I3.4 bsnl sloww sbHc p.auure in eviceu of 150 pfi I102 banl fer two hmn. Oilfenntial dryyip@ wl" clePpen fhsll W bh oPm durinp tMt to pnwnt dam.". ; All ebowproa~ O~P-nO leekape ~~dl bertopped. TEST F HIN ' Flow [hareq u ed qtoumil we1aiSc1H1*1 indicatM bY tO collaelion 0floniyn mstari~l in barl~p bps a1 oyllen ouch r OES~RIPTIUN n r~~yd blewaflo, Flu,h tl Ilawf not I.e thm 900 GPM (1514 l/min) f0, 41nch Pipe.800 GPM 11271 l/mmi lor S.~~ch Pip~. . 50 GPM (ZBJ9 Uminl for 9ineh pipe, 1000 6PM I3786 1./minl fur BInMy 'W, 1500 GPM 15678 L/minllor 10+rrcb piW ~nd 1000 GPM 05~0 Llmrnl lor tt~ncn 'as. Wnen mppIvi cennot vaduu nio.I~tW Il~w rn.,. ontain msximum ~nilable. P(~~~MATI~: Eftebliih 60 pii P7J benl eir Orouuro end meawn tlrop whi<h shall not erceeA 1-'h pu 10I banl in 74 heun. Teot o~ee~ st normal water level mE sir preume enU mebme eir Drosmre Erop whicM1 shali not excaatl Vh pu 10.1 banl in 24 hows. AILOIVINCHYDROSTATIGNLLVTESTEOMt e PSI F~O'lN~Hfl$. IFNO~STATEREASOM O0.Y OIPING PNEUMqTICALLY tESTFO NtA ? VES uNO EpUIVMENTOVERATESORDOEFLV ?res ONo ~W READINCOFQP.GE IiWATEA TESTPIPE:. NE3lIXKl TFSTRPEOVENWIDE SUPP) uTE5T3 TEST STATICPqE53 . ) P51 PSI UnderqrouM i nt #n d o tYfNm Niut h onn !o sprinkln p4Pinp. VERiF1EO9VCOPVOFTHEUiORMNO.lSB aC'E$ ~f~O OTME E%PLAIN FWSHEO BV INSTALLER OF UNDER- ; GRQUMOSpA1NKLERPIGINO f~]e, LpiES ?NO 'L1Jl0JK TESTING NUMBER USED LOCHTIONS NUMBER NEMOVEO / GaSNETS ~ weLuEUP~vINa ?VES O ' IF VES... 00 vOU CEPi1FY AS THE SPFiNNLER CONTHACTOR THAt WELOINO PHOCED4lRE5 COMPIY wITNTNEREQUIREMENT30FATLEA5TAW5010.9.lEVElAt1-] ?VES ?NO Op VOII CFliTIF V TNHT THE WELOINO WA4 VlNFQRMCO B" WELOBNS OUALIf1E0IN ~ WEL004i CpMVLIqwCFwlttliHEREOl11REMENt50fFT lEA1TAW$OlO.i.LEVELAR4 UYEB UNO 00 vOU CERTIFV THHi WELDINC WAS CABPlEOOUi IN COMVLIANCE WOTN A ` pOCUMENTED QUALITV LONTROI PROCEDVRE TO INSURE THAT I1LL DISCS FR! 1 HETqIEVEO, THAT OVENINGS IN PIViNG ARE SMpOTN, iHqT SLHO ANOOTHEN WELpINGRESIDUEAHEPEMOVEO,MNOTNATTNEINTERNALOIAMETEN40f ~YES ?NO VIGIrvG ARE NOT PENETRATEp ` ^HTCF34'JUC NqMEPLNTEPROV10E0 IFNO~E%PLAIN OATA N4MEPLA7k L-IrVEi ?NO - OATE IEfT IN SERVICE WITM ALL CONT0.0L VALVES OPEN: PEMAqNS , NAME OF SPRINI(LEP CONTRACTOR Np DAJ Y4-V~ L resn wn eo sr $e4:.ATURES FOR RO R Y NE NEp) e!i~~ OATE . ~ FOa gOqW LER < RA TO O TItLE ATE . ~.l j~ . ~3r'" J G/~ - " 4pp1T%ONNL E% ANIITION ANO NOTES S9 AA; BSq RqCK (.nntrar.tor'e Materisl A 7<at Certificale Ior Aboveground Pipins . 77o~i o<o a / ity oF aegen 3830 PILOT KNOB ROAD, RO. BOX 21199 viC ELIiSON EAGAN, MINNESOiA 55121 M~ PHONE' (612) 454-8100 hHOMASEGAN DAVID K. Gl%TAFSON February 14, 1959 PAMEIAMcCREA THEODORE WACHiER Couricll Memben iHOAAAS HEDGES MR GALEN T PATE qNAdmnlslrolor CHA I RMAN/C EO EUGENE VAN OVERBEKE SIGNAL BANK cmYcI~k 100 SIGNAL HILLS WEST ST PAUL MN 55118 Re: Conditional_Use_Per.mit_- Signal-Hills---Bank. ,Lot 1 Block 1, Town Centre 100 2nd Addition J Dear Mr. Pate: As you know, on February 7, the City Council formally approved the Conditional Use Permit for your drive-in facility and a pylon sign on the above-referenced property. This was in response to your company's submission of a revised site plan addressing the concerns of staff pertaininq to traffic circulation and landscaping associated with potential future road improvements. I just wanted to express our appreciation to you and others in your organization who recognize the merits and benefits associated with this approved revision and your willingness to work with the City of Eagan to reaolve our concerns. I feel confident that the facility that you are going to build in the City of Eagan will be a definite benefit and asset to our community. Likewise, I would like to assure you that we will continue to work on your behalf, as our new corporate citizen, to help ensure that your business will not incur any transportation related problems. Again, thank you for your participation and involvement in this process. Sincerely, ' ~L~~eK4 omas A. Colbert, P.E. Director of Public Works TAC/jj ec: Chuck Dorsey, President John LeMay, Signal Bank Mike Riley, Signal Bank Thomas L. Hedges, City Administrator ' THE LONE OAK TREE. ..iHE SYMBOL OF STRENGTH AND GROWfH IN OUR COMMUNIN _ itV oF eagan 3830 PILOT KNOB ROAD, P.O. BOX 21199 BFA BLOM9UIST EAGAN: MINNESOTA 55121 Ma~ PHONE: (612) 454-8100 niDMwS EG.4N _ . . _ . . JAMESASMfM V1C ELLISON May 28, 1987 1NEODORE WACHTER . . Couzil Memben nionnvs HEOGes cmy naminimnoro, MR M.W. RILEY, EUGENE VAN OVERBEKE EXECUTIVE VICE PRESIDENT cMClere SIGNAL BANK, INCORPORATED 100 SIGNAL HILLS CENTER WEST ST PAUL MN 55118 Re: Ji6t 1, Black T, Tovn Centre 100 ffid Addition Driveirap Aceess Restriction Dear Mr. Riley: This letter is to inform you that any development of the above referenced lot shoul"d'be planned to ensure that no direct driveway aceess is taken from Denmark Avenue to the west. All driveway accesses servicing this site should be direeted -to -Town Centre Drive to the south with a minimum 150 foot set6ack from the east property line to the center line of any proposed driveway. The necessity to eliminate any potential direet driveway accesses onto Denmark - Avenue results-from a traffie analysis report commissioned by the City of Eagan, evaluating the pro3eeted traffic volumes for the greater Town Centre area. Based on--this study, projeeted traffie volumes on this segment of ` Denmark Avenue between Town Centre Drive and Yankee Doodle Road reach a level that would preclude any additional driveway accesses onto Denmark Avenue. In anticipatian.-of.the congestion of the intersection of Denmark and Yankee Doodle Road, the City and the County will cooperatively be pursuing the installation_a£. a signalized intersection within the next 1- 3 years. Results of this traffic study also indicate that significant turning movements through this interseetion will require additional left turn lanes which will conflict with any additional driveway accesses. I wanted to be sure that your firm has this information well in advance of any specific site planning in anticipation of your proposed building permit application. I£ you would like to discuss this situation in further detail, please feel free to contact me at your convenience. Sineere , Thomas A. Colbert, P.E. Director of Public Works - ec: Federal Land Company TAC/Jeh THE LONE OAK TREE...THE SYMBOL OF STRENGTH AND GROWTH IN OUR COMMUNITY ~ MEMO TO: DIANE DOWNS, OTILITY BILLING CLERR FROM: fiDWARD RIR6CHT, 8R. ENGINEERING TECHNICIAN DATE: FEBRIIARY 28, 1990 BUHJECT: STREETLIGHT ENERGY COSTB - LOT 1t BLOCR 1s TOWN CENTRE 100 BECOND ADDITION This memo is to inform your department to begin invoicing the energy costs effective January 1, 1990 to Lot 1, Block 1, Town Centre 100 Second Addition. Please invoice Lot 1, Block 1, Town Centre 100 Second Addition at the quarterly rate of $36.30 per quarter, which is based upon the same rate per square foot as the Town Centre 70 and 100 Additions. 98,010 sf x$0.0003706 per sf per quarter -$36.30 per quarter. The City is currently being billed by Dakota Electric for streetlights along Denmark Avenue and Town Centre Drive which abuts the above listed subdivision. cAt'l_4^~ Q~ ki~:0,. j Edward Kirsch , Sr. Engineering Tech cc: Thomas A. Colbert, Director of Public Works Michael P. Foertsch, Assistant City Engineer EK/jf To 27 ~MTY iUNVEYON 9 Re ~ 3 YDAKOTA ARCM 1~nNTY, YINN. t~KY1N4 - r_~ . I - .!"vMuor - .w-... wc N•-..a. •~.y~~YOf ?'9i~ I Y ~~Yw I! z___~M•~ M wa ~ r rw • i¦ ~ tor ~ r ue•b orrar e~ I • 100 iLGOM ~YOITWY I - ,p ~ ~ i ~ * ~ TOWY i{MTOt ~ w llOO7~ ..O. ~ ~ ~ i ~~1 ~~S 1 • KWtl0f 1 • • ~ ~OYITWII j jj ~lOC1I 1 ~ ~lK1I I r ~ Y ~ M Wp -Yi D R I V E .E+ . e I I ~ I I ( O ~ ~ ~O ' ~ i ~ w ~ = I ; ..f.., . < ( I l. - ~ - z 2.1 ~ o~..aT w i , our.ar ~ ~O ~ ysj ~ I ( O' I O i~ ' ~ I 7~05/ MEMO TO: JIM BTIIRM, CITY PLANNER FROM: THOMAS A COLSERTj, DIRECTOR OF PIIBLIC WORRS DATB: JIINE 21 1989 SIIBJECT: LOT 1, HLOCR 11 TOWN CENTRE 100 2ND ADDN ' SIGNAL HILLS BANR - TBMPORARY PARKING LOT CIIRBINCi Recently, you and Z have had several discussions regarding the proposed temporary blacktop curbing to be installed with the Signal Hills Bank under their current building permit issuance. In order to ensure uniformity in the application of City Codes to all businesses, it would be appropriate to document this apparent variance from City Code with Council action if necessary. If temporary bituminous curbing is to be allowed through the variance process, it should be for a stipulated specific period of time with either a financial security or written commitment from the property owners to comply with City Code at the expiration of that time frame. Because this facility is currently under construction, your prompt review and action regarding this issue would be helpful to avoid any conflicts with final occupancy issuance. Similarily, I wou],d be interested in knowing what the normal process is for similar such applications should they occur in the future. Thanks. Director of Public Works TAC/jj 'U CASH RECEIPT CITY OF EAGAN 3830 PILOT KNOB ROAD EAGAN, MINNESOTA 55122 - ' . - DATE 19 O ~ - . . . . rctEi~o ~Q.~L-O'Y~ 1,.~.1._~ ~~eL~~ ? /~/J . . . AMOUNT a / iJ C~ . OS ~-~i'+u~ ~/D to G w~ g ooLV,aS Im - ? CASH p CNECK FUND OBJECT AMOUNT 37/ d2r, n d Thank You BV C 3662 Whd-Pe,- C~pY . valbw-vocung Copy Pi~-FilaCopy { ! u ~ r . . v . ~i Federal LancJ Compcny Yonkee Squore Office 111 • 3460 LUoshington Driv¢ 0 Suite 404 0 Eogan. Minnespto 55122 ~ Tel. 61 Q-45Q-3303 October 6, 1986 ; RECijVED OVT . : Ms. Deanna Kivi Special Assessment Clerk Eagan City Hall 3830 Pilot Knob Road Eagan, Minnesota 55121 RE: Project 429, Town Centre 70 & 100 Additions . - Revisions to Final Assessment Roll Dear Ms. Kivi: After reviewing the final assessment roll for Public Improvement Project No. 429, I find that we are in basic agreement with the total contract amounts with regard to the overall development, but that we are not in agreement as to the specific allocation of assessment amounts with regard to four of the assessed parcels. We therefore, request tne following changes: 1) The assessment for Denmark Avenue under Project 429 against Lot 1, Block 1, Town Centre 70 Third Addition (Burger King) be reallocated to Outlot E, Town Centre 70 First Addition. The amount of this assessment presently shown against Lot 1, Blook 1 Town Centre 70 Third Addition is $24,217.69. The entire $24,217.69 should be reallocated against Outlot E, Town Centre 70 First Addition. ; 2)__ The_assessment_for_Denmark_Avenue_under_Proje_ct 429 against Lot 1, Slock 1, Town Centre 100 Second Addition (Signal Bank) be r`ealToca-fed-fo 0utlot B, Town Centre-IOO-Fir"st Addition. The amount of this assessment presently shown aqainst Lot 1, Block 1, Town Centre 100 Second Addition is $24,481.12. The entire $24,481.12 should be reallocated against Outlot B, Town Centre 100 First Addition. 3) All of the assessments for Project 429 against Lot 1, Block 2, Town Centre 100 First Addition, together with the 15 foot strip adjacent to and along the westerly boundary of said Lot 1. Slock 2 (a/k/a Parcel 042-0)- (all being the day care center), be reallocated to Outlot D, Town Centre 100 First Addition (except for the 15 foot strip adjacent to and along the westerly boundary . Lot 1, Block 2, Town Centre 100 First Addition which is in said Outlot D). The amount of these assessments presently shown against Lot 1, Block 2, Town Centre 100 First Addition and the adjacent 15 feet is 816,747.52. The entire $16,747.52 should be reallocated against the remainder of Outlot D, Town Centre 100 First Addition. _ . - - - - _ . _ , . . fsderol Lond Componp Ms. Deanna Kivi October 6, 1986 Page 2 .4) The assessment for To+an Centre Drive under Project 429 against Lot 1, Block 1, Town Centre 70 Second Addition (Rainbow Foods) be reallocated to Outlot E, Town Centre 70 First Addition. The amount of this assessment presently shown against Lot 1, Block 1, Town Centre 70 Second Addition is $38.860.05. The entire $38,860.05 should be reallocated against Outlot B, Town Centre 70 First Addition. The reallocations which are being requested are reasonable because the four parcels referred to have been allocated the full cost of an assessment which should have been spread among several parcels. however, because it was necessary to plat these parcels for deaelopment prior to the adoption of the final assessment roll, the above referenced parcels were assessed the full cost of an assessment. Consequently, the four parcels referred to have abnormally high assessments which should be spread to other _ parcels. I want to emphasize that Federal Land Company is not requestinq by this letter a reduction of the assessments. This letter is merely a request to reallocate a few assessments so that the final assessments are proportionate to the benefits which the above referenced parcels have received from the Project 429 improvements. Sincerely, ~'I~ C_D-~~ " ~ Martin F. Colon . MFC/sg _ cc: Thomas A. Colbert . : . MEMO TO: 6TEVE HANSON, AS3ISTANT BUILDSNG OFFICIAL JIM STURM, CITY PLANNER JOE MERC2iAR, CONSTRUCTION ANALY3T DALE WEGLEITNER, FIRE DEPARTMENT BILL ARINB, ELECTRICAL INSPECTOR PUSLIC WORRS/ENGINEERING DEPARTMENT UTILITY BILLING CLERR FROM: DOUG REID, CHIEF BUILDING OFFICIAL DATE: /%51,09 SUSJECT: FINAL INSPECTZON The Protective Inspections Department will be performing a final inspection of YQnKee l'bod lP ~G{ on 1111189 A Certificate of Occupancy will be issued following our approval. DR/mg ~ 'L OcrJn aer. /DD o? =d MEMO TO: 6TEVE HANSON, ASSISTANT HUILDIN(i OFFICZAL JZM 6TURM, CITY PLANNER JOE MERCHARe CONSTRUCTION ANALYST DALE WEGLEITNER, FIRE DEPARTMENT BILL ARINB, ELECTRICAL INSPECTOR PUBLIC WORR6/ENGINEERING DEPARTMENT _ UTILITY BILLING CLERR FROM7 DOUG REID, CHIEF SUILDING OFFICIAL DATE: 6UBJECTS FZNAL INSPECTION The Protective Inspections Department will be performing a final inspection of ~yqnkee lod iP f~c{ . on A Certificate of Occupancy will be issued following our approval. DR/mg JG ~/l,~ c_~J 1/yt~ l ~c')UFVt~ L) ~ MEMO TO: STEVE HANSON, ASSISTANT BUILDING OFFICIAL JIM 6TURM,_CIT.Y_EI,ANNE_ JOE MERCHAR, CONSTRUCTIOA'ANALYST DALE WEGLEITNER, FIRE DEPARTMENT HILL ARINS, ELECTRZCAL INSPECTOR PUBLIC WORRS/ENGINEERING DEPARTMENT UTILITY BILLING CLERR FROM: DOUG REIDi CHIEF BUILDING OFFICIAL DATE:f/0 SUBJECT: FZNAL INSPECTION The Protective Inspections Department will be performing a final inspection of /o?V ankee 1)ojle Rc{ . on //11/.1,F 9 , A Certificate of Occupancy will be issued following our approval. DR/mg MEMO TO: STEVE HANSON, ASSISTANT BUILDING OFFICIAL JIM STURM, CITY PLANNER SOE MERCHAR, CONSTRUCTION ANALYST DALE WEGLEITNER, FIRE DEPARTMENT SILL ARINSt ELECTRZCAL INSPECTOR PUBLIC WORRS/ENGINEERING DEPARTMENT UTILITY SILLING CLERR FROMt DOUG REID, CHIEF BUILDING OFFICIAL DATE: 101a5189 SUSJECT: FINAL INSPECTION The Protective Inspections Department will be performing a final inspection of /a?70 VanKee on //~/,F9 A Certificate of occupancy will be issued following our approval. DR/mg 5i~nii6-L ~J ~N~ pJ t3ZR7 L> N~ oz7-yq_2 6e_ rwc~z~7-1 G,a-s ri i.t c5 3~ +4n'E7-U5.7-~W z.-N% /Z/NE~S /O'L6-~~ S G1~tLuCJ LK-rq 6caY2 LO/.eS772~YNt7 7"rLO 7V6 p1pGS: lY7l~Nl}~7~~ Nca~,b~m h"E 77e_,CJ rn~~' ~ wHv9-T Co,P,127-7 vcs wu2A~- u/J" WOULI~ C~t?Tr4G.T THC ~6~P~~(f •~~rB-TC / GdNJ~(J66-/t/Y STi~,-~ ~x t~o~r> . ~ 2. 1Ja a~l~ r2'J0s-1 0/6 . ~ e~y _ cfty of eagan FAX TRANSMITTAL 3830 PILOT KNOB RD EAGAN, MINNESOTA 65122 T0: FAX # 55 DATE ATTENTION iC_ h (A'.IL TIME COMPANY ~%i'/nic+ N OF PAGES TO FOLLOW FROM: i~ PHONE # tomments: These are bein8 Vansm(tted as ohacked below: for approval For your use V Oripinats forwirded As requested For rcview and eommenta Oriplnils rot forwsrded For publiCaUOn Niph priority FAX AdministratioNFinance/Parks (612) 681-4612 • Community Development/Engineering (612) 681-4694 Central Maintenance (672) 681-4360 OFFICE Municipal Center (812) 6814600 ' Central Maintenance (812) 661-4300 - TDD • (812) 454-6535 Note to faeafmlle Ooerator. Pkase tleiiver this iax Vansmission to the above sddrossee. If you did no1 receive all of the DsDea in pood condition, pkase torsUCt us. 7Rank you. THE LONE OAK TREE...THE SYMBGL OF STRENGTH AND GROWTM IN OUR COMMUNITY Equal OppoRunUylAffirtnative Aetion Employer lql~dtV oF eagcln THOMASE6AN Moyol PATRICIA AWADA SHAWN HUNTER SANDRA A. MASIN THEODORE WACHTER Coundl Members September 19, 1996 7HOMAS HEDGES Clry Adminlstiotor E. J. VAN OVERBEKE CHUCK DORSEY aty clea SIGNAL BANK 100 SIGNAL HILLS CTR WEST ST PAUL, MN 55118 Re: Final Approvals for Signal Bank Reconstruction Deaz Chuck: A special thanks for the time you, John LeMay aiid Dave Anderson spent meeting with our staff on Monday, September 16, to clazify the issues Signal Bank and the City of Eagan aze attempting to resolve regarding completion of the second story addition and site improvements pertaining to parking, landscaping and other improvements. At our meeting, we discussed the way in which the City planned to process the bank's application. I have discussed this item with the Community Development Department and the City Attorney's office. Due to the circumstances, we are streamlining the process while at the same time compiling all of the information required under the City Code. The City will be preparing a Final Planned Development Agreement for this site leaving the exhibits (e.g. site plan, landscaping plan, etc.) unattached at diis time. The prepazation of this agreement will commence immediately. Any plans which the City has in its files as a result of the original issuance of the building permit which are not being modified in connection with the 1996 building permit (i.e. utilities) will not need to be resubmitted by the bank. Any plan which is being modified in connection with the 1996 building permit needs to be submitted for review and approval by the appropriate City department. The complete packet of plans which aze required with any Final Planned Development will then be ~ provided directly to the City Council for their approval. It is our intention to place this item on the ' Council agenda as soon as possible following staff acceptance of the submitted plans. Following Councii action, assuming that everything is approved, the Final Planned Development Agreement will need to be executed by both the bank and the City and filed for record with the County Recorder's office. MUNICIPAI CENiER THE LONE OAK TREE MAIN7ENANCE fACILIiY 3830 PILOi KNOB ROAD THE SYMBOL OF STRENGTH AND GROWTH IN OUR COMMUNITY 350I COACHMAN POINI EAGAN. MINNESOTA 55122-1897 EAGAN. MINNESOIA 55122 PHONE: (612) 691-4600 PHONE: (612) 681 •A300 FA%: (612) 681-4617 Equal OppoduNty/Aflirmatlve Adion Employer FAX: (612)6e1•4360 . TDO:(612)454-8535 TDD: (617) 45E-8535 CHUCK DORSEY SEPTEMBER 19, 1996 PAGE TWO As I indicated in the voice mail message I left you on Tuesday, September 17, the City is prepared to waive the reimbursement and escrow requirement; In other words, we will not bill for any staff time pertaining to the Signal Bank project. Furthermore, there will be no application fees chazged with the understanding that there will be no public hearing requiring the usual prepazation of an affidavit and actual mailing expenses. The City is agreeing to a waiver of fees due to the oversight we discovered in reviewing our records of 1989 that this applicalion should have been requested by the City at that time and further, should have been corrected when you applied for a building permit this spring. Please accept our apology for any inconvenience this has caused you during the past several months. It is our understanding that the azchitect, Dave Anderson, will give us adequate plans in an effort to mitigate the landscaping and pazking issues we discussed at our meeting on Monday, September 16. Cleazly, the City wants to work with the bank to maximize the number of pazking spaces; however, aesthetics and safety are concerns we must be hig}ily sensitive to given the high visibility and amount of pedestrian traffic at that intersection. Hopefully, we've resolved any confusion regarding the process and can expedite the application and complete the project to ihe satisfaction of both parties. Again, on behalf of our staff, we apologize for any inconvenience this has caused the bank. Sincerely, l \ Cr~ Thomas L. Hedges City.Administrator cc: Tom Colbert, Director of Public Works Lisa Freese, Senior Planner Mike Ridley, Senior Planner Mike Dougherty, City Attomey Doug Reid, Chief Building OfPicial Gene VanOverbeke, Director of Finance/City Clerk TLH/vmd ' SIIBJECT: SPECIAL USE PERMIT "rP-~ . ~ 7-1~ ~y APPLICANT: SIGNAL BANR LOCATIONS 8E CORNER OF YANREE DOODLE RD 6 DENMARR AVENOE (LOT 1, BLOCR l, TOWN CENTRE 100 2ND ADDITION) ESISTING ZONING: CSC (COMMONITY SHOYPING CENTER) DATE OF POBLIC HEARINIi: JIILY 18, 1989 DATE OF REPORTS JOLY 10, 1989 REPORTED BYS COMMUNITY D&VELUPMENT DEPARTMENT APPLICATION SUMMARY: The applicant is seeking a permit to allow temporary signage at the Signal Bank site. The applicant is proposing an 8' x 8' sign (64 square feet) to announce the bank location and expected opening to be located in the northwestern portion of the site. If approved; this Special Use Permit shall be subject to: 1. At least a 10' setback from all property lines. 2. The one time sign fee of $2.50 per square foot. " Ar~}n~'f ~nII • 'I,1'1"_ . _ . I 1 N i ~~~3lrsw ° NICE j • ) : ~ o QII' 4 - fOFCSiAWET . ~y 5-IPONWQ'10LN. ~ y 0 Q9 SIr ~ .6- PEM~ Pl. - - . . . " ~ . oo Y0.NN[ ' DOOOIF SoSKr . : va o / q ~ - 1y/~A.-Raa' uo. Se ' ,':@d` J II~) fi 9! Ht O prva (Y 'Mff{iM1S /.'y• e ISi ~ CEMRE OL[ARY PaRK- PI NW ~ cx(~irve ~ ' Far+ES II PLOT YNOB / j ~ T) WCKM : _ rvL 6 ~ ~ a / • i.( - CENiEA SlDD F~ iL]! •~~1!l~T ~~-Yl~~l1~ll....wl `~~'I{~`~-'t ~t~N 1?~-C..A l lo?~p - ~i YANKEE DOODLE' D ' - ~ D _-------.o. D i / nf f11i ll~.~l C y`GNAL aAN11 Jj! LGS~Y~YT ` - ~ ' ` ze•r,~rss . - \ EAGANFACiL1TY e7r; ` ~%s,~~ • , ~~1\ I . YANKEB DOOOCB ROAD r~.~• I ~'i~ '':"-~.i? 1 ANO DENMAIIIC r.` * ~ nrtu.ec.MOn 0. / ~ • n~eAnoolaNrna.o NIOII I}CIS 17A "..c9==Z== ~ ~ ? Mtcda ~ 03cimam. . ~ 3~ `~*.,,I ~ ~ < : , . < . I i MASE t PAWNO ~ 1 nl ' A % \ Y D1Q5 W • o ~ ~ . \ ~ NN",. r'y ~ snH 0 10 20 40 NORTN V Mw6EZ~f y KiNG I 1 I I~ I LLJ~I ~ mo ~ j • ~+T • . SITE PLAN ~ ffv ~ .y, ruT .)..rq fnm _ , I C TOWN CENTAE DRIVE ~ A1 ~ ~ cr p~RKc~~cY _ . . ,,n A NE1N HOME FOR: S.F.~~~.yS1~~rI :v ; ~c.r4FZ~r,u ~r icc: ' I1~pCGILY: SIGNAL BANI ~r Sh_.____ THE RESPONSIVE BAN 9() ~ w 452-9200~ B`r-e`'bY : OPENING LATE 1989` ARCHITECT: THE ANDERSON GROUP, LTD.C -ftJ ~,AfjLw - - - - - CONTRACTOR: LANGER CONSTRUCTION v~ ~ ~ i R-4,Y' "lirrE i ~ ~i . ~ i \ I7 I_v sc k Rcvfsio~s n,is chawing is tl~e ryopelry or ,~1E~ ~v No~eu41m.~r Lf, Ackiress ~By SI~iN~~~DIN~. 312 WeN l. ke Street Cily 'V ~~1 D' Minne~dis MN 55408 Aate 612 823~7291 . ~ CITY OF BAGAN SQS7ECP: VARIANCE APPLICAN'P: SIGHAL BANR, INC. IiOC.]?TION: LOT 1, BIrOCB 2, TOWN CENTRE 100 2ND 11DDITION EXISTING ZONING: PD PLi11ili8D DEVSLOPlENT W?T8 OF PLTBLIC HBARING: FSHRIIARY 21, 1989 DATE OF RBPORT: FEBZ2LTARY 15, 1989 REPORTED BY: COMII4[JNITY DEVELOPlENT DEPARTMLNT COMIiENTS An application has been submitted by Signal Bank, Inc. requesting a 10 ft, variance to the required 50 ft. building setback line from Yankee Doodle Road. The request is to allow a future drive-through facility and canopy extension to encroach into the setback area. The City's Engineering Department requested an fncreased setback of 15 ft. along the west side of the property. As a result, the proposad buflding plans were changed to accommodate this. However, when the change was made, the buildinq was shifted to the east and to the north. The applfcant feels the building cannot be placed Purther south without undue interference with the on-site parking. Parking and stackinq requirements will not be changed for the drive-through and will exceed the minimum requirements. Both plans indicated future drive-through stalls and canopy. At the February 7, 1989 reqular City Council meeting the Conditional Use Permit to allow the drive-through facility was approved. The requested variance meets the required findings as set forth in Section 11.40 Subd. 3.B.4 and 3.C of the City Code. ! . 1 / d.E,R..MK ~ Mw R.OT tW! l . cc . ~ w~ ' s u~ ~ ~ ew '4• 1 f ~ 5 ) ~ n 1989 STREET MAP 1987 ZONING MAP , YANKEE DOODLE aOAD - . - Q D 71 / - -M- (~~~,~Tv;v~y rff(1Yu~a "T Vl BMK ~p J}J!7[tlitlt_- _I" 4ALLR"°'-'CL~'' - . . . EAGAN FACILITY ~ •C I ~i.?~.' .:.~~t~ I \ TANKF[DOOOL[ROAD ~ 'r ~ "•:r•.:a1. AND DENMAIIR T2~fnOlF ' u °C° =n..~~~, o O / 1 ~'1 03 z W > .HAM ,.ARKJKo W O , ~ • ri,• II pl 1 ~ ~ ~ ~ I l tiY ~ ~ M _ /qM t 1 n - , - A e • 10~ 20 M~ n~•. I ~l,yc~~K ~ ~ i gi CIA i ~ 4 S1TE PLAN ~ I.~T f~bM A TOWN CENTNE URIVH - • ' . A1 I • ~ 1 A~ • . . . . . . ~ ~ . . /Iili ! • • . ~ •f -7~3I. . . . I ~ ~ . .F• . ~ _ . 1: if l ~ r s~~re syiMSa w~oa ~ ~ t • o .I ~ . e ' J I o I I W ~ Q ~ ~ME t ~ . ~ 8 ~ ~ I• = N) t 1 ~ I ? Y ~ ; 0 0 ~ s a I p e - • I r . . snraeW arVwrso r-------i r- . : - ,i S,U~l &^(K . 11']os 1 4 MEMO T0: MAYOR & CITY COUNCIL THOMAS L HEDGES, CITY ADMINISTRATOR FROM: THOMAS A COLBERT, DIRECTOR OF PQBLZC WOR&S DATE: FEBRUARY 3, 1989 SUBJECT: CONDITIONAL USE PERMITp $IGNAL BANK LOT t, BLOCS 19TOWN.CENTRE 100 2ND 9DDITION - It is my understanding that the applicant for the above-referenced permit has expressed several coneerns regarding two issues that were identified by the EngineeMng Division during our review of this application. These pertain to the proposed driveway access to Denmark Avenue and increasing the m3nimum parking lot setback along their west frontage adjacent to Denmark Avenue. I thought some additional baekground information would be helpful in understanding the eoncerns raised by the Engineering Divsion. DRIBEWAY ISSUE At the time of the platting of the Town Centre 100 2nd Addition, the City had not performed a Comprehensive Transportation Plan or detailed traffic operation studies to evaulate the transportation network in the vicinity of Pilot Rnob Road and Yankee Doodle Road. Subsequently, when the 2nd Addition was processed for platting, the site plan accompanied it showing a driveway access onto Denmark Avenue. Without the detailed traffic study information being available, a condition was placed indicating a"maximum" of one driveway access on Denmark Avenue. Shortly thereafter, the City eommissioned with the consulting traffic engineering firm of Strgar-Roscoe-Fausch, Inc., to evaluate the City's growing concerns over traffic congestion in this vicinity. As a result of that study, it indicated that it was anticipated that the intersection of Denmark Avenue with Yankee Doodle Road would have to be upgraded to accommodate full traffie volumes anticipated with full development in the area. Immediately upon receipt of that report, the attached letter was forwarded to the signators of the development agreement informing them of the results of this study and the impact it would have on the future development of their property. I was never contacted regarding any concerns resulting from this letter. It was hoped that this immediate contact would allow them the opportunity to evaluate the situation and take the issue into eonsideration in the design of future site plans assoeiated with development. The bank has expressed concerns that the elimination of this access will ereate internal conflicts. from the drive-through bank with their walk-in customers through their parking lot. The City staff feels that there are acceptable alternative internal site plan layouts that would eliminate this confliet and still provide full access and free flowing movement that meets their concerns. As we are all aware, right-turn only accesses never funetion in line with their ariginal intent. The City's consulting traffic engineer has also reviecaed the situation and coneurs that the elimination of this access to Denmark Avenue will greatly enhance future traffic operations at this major entrance into the Town Centre commercial park. i ~ PAGE 2 We are sure that Signal Bank does not want to ereate a traffic hazard or operational problem by construeting a driveway access at a location where the potential problem has been identified well in advance. ADDITION9L SETBACB It was emphasized to representatives of the Signal Bank that the City was not requiring an increase in the 20' minimum parking lot setback but was strongly encouraging it to allow them to maintain adequate landscaping and buffering of their parking lot facilities at this major entranee to the Town Centre commereial development. In faet, approximately 75% of their frontage is not affected by this recommendation to inerease the parking lot setback. Also, with some modification of the site plan and reorientation of the internal circulation, we feel that this can easily be aceomplished without the loss of any parking stalls, reduction in building size or reduced stacking space for the drive-up windows. It was also explained to the applicant that this increased setback would not constitute a taking but would only recognize the impaet of a potential future right-of-way aequisition which would be acquired through a negotiated acquisition process. This additional right-of-way is not being requested to be dedieated to the City at the present time. Rather, aceommodations for that potential future acquisition is being asked to be addressed at the present time. The Engineering Division shares the concerns of the Planning Division that adequate landscaping be provided at this major intersection and entrance to the commercial park. Si1MMARY We rrere all very excited about the prospect of having Signal Aills construct their facility in the City of Eagan. We look forward to working very elosely with their personnel and consultants to achieve the best development possible. We have suggested that the architect provide alternative site plan layouts addressing the City's coneerns so that we can try to work out an aceeptable solution. We have not seen any revision showing how he development could be aecommodated without an access to Denmark Avenue and an increased setback where appropriate. If it would be helpful, the staff would be more than willing to perform some alternative site plan layouts addressing the size, type and orientation of this facility. We will be happy to address any of these issues in further detail as necessary at the meeting on February 7. irector of Publie Works TAC/j3 AttacLaent cc: Dale C. Runkle, Director of Community Development Jim Sturm, City Planner Mike Foertseh, Assistant City Engineer Glenn Van Wormer, Consulting Traffic Engineer ` 4 Mr-MVoFeagan 3830 PIIOT KNOB ROAD. P.O. BOX 21199 BE4 &OMauISi EAGAN. MiNNE50TA 55121 M,o- . PHONE: (612) 454-6100 . THOMAS EGAN .WMES A SMIIN May 28, 1987 nHEo oRew~,acKMa cwrc+ Me~ 7l40M,hS HEDGES GryMnYnanoia MR M.W. RILEY, Et1GENEVANOVERBEKE EXECUTIVE VZCE PRESIDENT °"''Oia"` - SIGNAL BANK, INCORPORATED 100 SIGNAL HILLS CENTER itEST ST PAUL MN 55118 He: Lot 1, Block t, Tovn Centre 100 2nd Additioa Drivevay Aceess Restrietion Dear Mr. Riley: This letter is to inform you that any development of the above refereneed lot should be planned to ensure that no direet driveway aecess is taken from Denmark Avenue to the west. All driveway accesses servicing this site should be directed to Town Centre Drive to the south with a minimum 150 foot setback from the east property line to the center line of any proposed driveway. The necessity to eliminate any potential direct driveway aceesses onto Denmark Avenue results from a trafFic analysis report commissioned by the City of Eagan, evaluating the pro,jected traffic volumes for the greater Town Centre area. Based on this study, pro3ected traffic volumes on this segment oP IIenmark Avenue between Town Centre Drive and Yankee Doodle Road reach a level that would preelude any additional driveway accesses onto Denmark Avenue. Ia anticipation of the congestion of the intersection of Denmark and Yankee Doodle Road, the City and the County will cooperatively be pursuing the installation of a signalized intersection within the next t- 3 Years. Results of this traffic study also indicate that significant turning movements through this intersection will require additional left turn lanes which will conflict with anyctadditional driveway accesses. i wanted to be sure that your firm has this information well in advanee of any specific site planning in anticipation of your proposed building permit application. If you would like to discuss this situation in further detail, please feel free to contaet me at your convenienee. Sincere , Thomas A. Colbert, P.E. Director of Public Works ec: Federal Land Company T9C/Jeh THE LONE OAK TREE.. .THE SYMBOL OF STRENGTH AND 6ROWfH IN OUR COMMUNIIY , REVISED CITY OF EAGAN NOTICE OF SPECIAL ASSESSMENT Pro,ject #10P519 March 2, 1989 The EAGAN CITY COUNCIL will meet on the 21st day of March, 1989, at the Eagan Municipal Center, 3830 Pilot Knob Road, Eagan MN, to approve and adopt the listed special assessments against the following described property: Owrt ' a.7rt r.L ` 1 J6f 10-77051-010-01~ SIGNAL BANK INC 100 SIGNAL HILLS WEST ST PAUL MN 55118 The special assessments are: TOTAL ANNUAL FIRST YEAR FIRST YEAR TYPE OF IMPROVEMENT S A# PRINCIPAL PRINCIPAL INTEREST INSTALLMENTS STREET LIGHTING 1825 1628.16 162.82 244.22 407.04 ENERGY CHARGE 1826 726.47 72.65 108.97 181.62 TOTAL 2354.63 235.47 353_19 588.66 You may pay any portion of these special assessments within thirty (30) days, specifically on or before the 20th day of April 20, 1989, without interest at the Eagan Municipal Center. If you pay after the thirty (30) day period, but prior to October 16, 1989 interest will be charged from March 21, 1989 to December 31, 1989. After October 16, 1989 the first years installments cannot be prepaid and it includes interest from March 21, 1989 to December 31, 1990. Any unpaid portion will be collected in annual installments of principal and interest for the next 10 YFARS on your future property tax statements which will be issued through the Dakota County Auditor's office. The annual installments include interest at the rate of 9 PER CIIVT per year on the unpaid balance. Notice of Special Assessment Page - 2 - The proposed assessment roll is on file with the City Clerk. The assessments related to this project total $130,226 and the area is as follows: Lot 1 Block 1 and Outlots B,F and G Town Centre 100 First Addition; Lots 1 and 2 Block 1, and Outlot A Town Centre 100 Second Addition; Lot 1 Block 1, and Outlots A and B, Town Centre 100 Third Addition; Lots 1, 2, 3 and 4, Block l, and Outlot A Town Center 100 Sixth Addition; Outlot E Town Centre 70 First Addition; Lots 1 and 2, Block 1, and Outlot A, Town Centre 70 Second Addition; Lot 1 Block 1, Town Centre 70 Third Addition; Lot 1 Block 1, Town Centre 70 Fourth Addition; Lot 1 Block 1, Town Centre 70 Fi£th Addition; Lot 1 Block 1 Tovn Centre 70 Sixth Addition; Lot 1 Block l, Town Centre 70 Seventh Addition; Lot 1 Block 1, and Outlot A Town Centre 70 Ninth Addition; and Lot 1 Elock 1, and Outlot A, Town Centre 70 Tenth Addition. Written or oral objections will be considered; no appeal may be taken as to the amount of anv assessment unlesa a signed written objection is filed with the Clerk nrior to the hearine or presented to the nresidine officer at the hearine. An appeal to district court may be made by serving notice upon the Mayor or Clerk of the City withi? 30 days after adoption of the assessment and filing such notice with the district court within ten days after servlce upon the Mayor or Clerk. The City has a Senior Citizen deferment ordinance based on income and homestead status. Details are available by calling the Assessment Department, 454-8100. Please note that you will receive additional notice on this matter onlv if the amount due is amended. If you have any questions about this statement, please call Special Assessments at the City of Eagan (454-8100). City of Eagan 3830 Pilot Knob Road Eagan, Minnesota 55122 ity oF eegnn 3830 PILOT KNOB ROAD. P.O. BOX 21199 VIC E«LSDN EAGAN. MINNESOTA 55121 h#j° PHONE! (612) 454-8700 _ THOMAS EG/w DAVID K. GUSfAF50N PPMEIA McCRFA THEOOqtE WACHIER Comce/Aernbers 7FIpMVS HEDGES d~yyP~nlnknrna EUGENE VAN OVERBEKE CMy Clak March 24, 1989 SIGNAL BANK INC 100 SIGNAL HILLS , WEST ST PAUL MN 55118 To Whom It May Concern: Attached please find the 'Revised Notice of Special Assessment'. Projec[ 519 was approved and adopted by Eagan City Council on March 21, 1989. Sincerely, Deanna Kivi Assessment Clerk dk Enclosure THE LONE OAK TREE. ..THE SYMBOL OF STRENGTH AND GROWTH IN OUR COMMUNIN 6 1, TvwN C-rR lov Zw ApN,v Metropolitan Waste Control Commission Mears Park Centre, 230 East Fifrh Street, St. Paul, Minnesota 55101 612 222-8423 January 23, 1989 Mr. Joe Merchak Construction Analyst City of Eagan 3830 Pilot Knob Road Eagan, MN 55122 Dear Mr. Merchak: This letter is to inform you that the Metropolitan Waste Control Commission has made a SAC determination for the Signal Bank Building to be located at Yankee Doodle and Denmark within the City of Eagan. It has been determined that 2 SAC Units should be assigned to this building. This determination was made as follows: SAC Units Charges: Bank 4000 sq. ft. @ 2400 sq. ft./SAC Unit 1.67 or 2 If you have any questions, please call. nc~rely, ~yj--e-- Donald S. Bluhm Staff Engineer DSB:RWJ cc: S. Selby, NIWCC Carolyn Krech, Finance Department, Eagan David Anderson, The Anderson Group ~0 yenIr's 193 0 mR 9 BE LETTER OF TRANSMITTAL _ , . Date: 7 February, 1989 Piojec[: Signal Bank - Eagan To: City of Eagan Comm. No.: 8521 3830 Pilot Knob Road I( CoC]oewet are eot at noied, pleale infom us immedintely. P.O. BOX 21199 ' j( checteA below, pleeae: " , Eagan, NIN 55121 . . . O Remm enUOsunc w uc O Aetoowledge rcccipt of eoclosurea AtteIItioh: Mr, Jce Merchak Re: Signal Bank - Eagan Facility We are sending you: O samPies For your: , O Revitw and Comment O Shop Dtawings O Prints O Approval O. Distribution to Parties O Copy of Let[er O ChanRe Order O Filo O As Requested O Specifica[ions Q pther Q Use O The following: Copies Sheet Description 1 Preliminary Code Analysis; dated 30 January, 1989 (4 Pages). O By mail O By eourier Q By Aand O Undet tepuate cover Rem2iks: Per Thomas L. Hoskens, AIA's request, hand delivered by David L. Andersen, AIA. . ~ " Copy to: File Hv: Leslie A. Morgan THE ANDERSEN GROUP : ARCHITECTS. LTD. Sui[e 211 7601 Wayzata Blvd. St. Louis Park, MN 53426 (612)593-0950 . SIGNAL BANK - EAGAN FACILITY PRELIMINARY CODE ANALYSIS 30 ,Ianuary, 1989 Prepared By ' _ The Andersen Group Architects, Ltd. Minneapolis, Minnesota PROJECT DATA Phase I- One (1) Story Bank wi[h (Storage) Basement. Phase II - Second Story of the Bank (Operations Center). Steel frame construction with brick exterior skin. Lower Level - unfinished 6,942 SF (storage and mechanical) First Floor -(Retail Bank) Phase I 7,883 SF Second Floor -(Operations Center) Phase II 7,447 SF Freestanding Drive-up Canopy ~ 360 SF (1/2 value of 720 actual SF) , Total Finished Area - Phase I and II 15,330 SF Total Gross Area 22,272 SF Current Zoning "PD" ' Proposed Zoning "PD" ' Site Area 2.25 acres Required Parking (based on finished space) = 61 spaces Parking Provided (2 spaces dedicated to handicapped) . Phase I = 43 spaces Phase II = 18 spaces " Drive-up Stacking Provided = S-spaces each lane Building Setbacks Parking/Drive Se[backs Front (Yankee Doodle) 50' 20' Front (Denmark Avenue) 40' 20' Side (East) 5' . 5' Rear (Town Centre Drive) 20' 20' SIGNAL BANK - EAGAN FACILITY PRELIMINARY CODE ANALYSIS 30 January, 1989 Page 2 Pylon sign at corner of Yankee Doodle Road and Denmark Avenue - 1.0' setback each side (25' height). Berming and landscaping as per City requirements and Federal Land Company requirements. " 1985 Uniform Building Code Analysis: Occupancy Classified , B2 (Office Building) ~ Building Type Classified • Type SN Total Occupant Load: 223 occupants maximum (Table 33-A: 22,272/100_223) (22,272 SF-Tota1 Gross Area) (finished and unfinished) Chapter 5 Requirements based on occupancy Table SA: No protection of wall and openings required based on current siting of building on property. Table SB: No required separation of occupancies unless basement storage space con[ains haznrdous materials. . Table SC: Based all.owable floor area = 8,000 SF for one (1) s[ory... ~ Sec. 505(b.) For mult-story double Eloor area for one (1) s[ory. (16,000) Sec. 505(c.) Basement is no[ included in allowable floor are if it does no[ exceed first floor area. Sec. 506(a.3) Allowable arca increased due to locacion on si[e. Assume 40' for narrowest sideyard on Denmark Avenue. 40'-20' = 20'x5% = 100% increase (32,000) ' (100% maximum increase allowed) ' Sec. 506(c.): Automatic sprinkler system increase in allowable floor area 100% (64,000) Sec. 507: Maximum height of building and increases. SIGNAL SANK - EAGAN FACILITY PRELIMINARY CODE ANALYSIS 30 January, 1989 , . Page 3 r 2_ ~ /'~riF 5 Table SD: Occupancy 132 Type SN= [wo (2) stories maximum Gy ~j NP~~$ kps^ Table SC: Basic allowable floor area = 8,000 SF x 2= 16,&0 SF' 16,000 SF x 100% = 32,000 SF x.=1~00~~,---`v4-,000^SF Sec. 511: Handic2pped access to toilets - meet all requirements outlined. Chapter 7: Requirements for Group B occupancies - chimneys to conform to the requirements of Chapter 37. 46 ' Chapter 17: Requirements based on type of construction. Sec. 1703: Useable_space under first floor shall be of 1-HR construction.( Note ,S~ec. 508 sprinklerwould delete this requirement. . . _ i------ - Sec. 1706: (a)3 Shaft Enclosures (see Table 17-A) Table 17-A Vercical Shafts = 1-HR (except may be gypsum board ~ enclosed if lined with 26 gauge _ galvanized steel on all sides) Table 17-A Structural Frame = No general requirements for Fire - resis[ance. " Table 17-A Roof = No general requirements for fire resistance:Table 17-A Ceilings = No general requirements for fire resistance. Sec. 1706(b.): Shaft openings pro[ected by 1-HR assembly. Sec. 1711: Guardrail - 42" minimumheight. . Chapter 19 - Type # building requirements - meet all requirements outlined. ' Chapter 33 - Exits Exiting (see Table 33-A) Lower Floor = 6,942 SF/100 SF per occupant = 69 occupan[s (Two exi[s required First Floor = 7,883 SF/100 SF per occupant = 79 occupants (Two exits required) , Second Floor ='7,447 SF/100 SF per occupant = 74 occupants (Two exits ' required) SIGNAL BANK - EAGAN FACILITY . PRELIMINARY CODE ANALYSIS - , 30 January, 1989 Page 4 Exit width required a[ first floor: Lower Level 69 x 50% = 35 First Level 79 x 100% = 79 Second Level 74 x 50% = 37 • - 151 occupants/50 = 3.02 wide - Arrangement of exits (Two required) = separation not less than half (1/2) thc long diagonal of the building Sec. 3306: Stairs • Maximum Rise = 7" Minimum Tread = 71" Sec. 3304(h): Provide barrier at stair to basement to preven[ exiting from above. Refer to Chapter 33 for additional requirements outlined... , Chapter 34 = Skylig'hts: Refer [o Chapter 34 for skylight requirements outlined. Chapter 38 - Fire Extinguishing Systems: See requiremen[s under Sec. 3802 for additiona requirements for automatic fire extinguisher systems. ~'8 X 9~ o u - _ 33,3`( ol, 3~ k G, 33 =O8 'Z) - - L~L/zx _~~I1!•~.?g'.b_~•~ r? ----'9 / K 3 1 ) wr~n.rN ~ c~v - oZ.b_s~2._21 !u v ZS = ~a-~~ - - T3Sm t' ~ O ~ `1 ~o MEMO T0: PAT GEAGAN - POLICE DEPT. ED KIRSCHT, SR. ENGINEERING TECH. CRAIG KNUDSEN, ENGINEERING TECH. TOM COLBERT, DZRECTOR OF PUBLIC WORKS ~ JIM STURM, PLANNING DEPT. JON HOFIENSTEIN, ADMINISTRATION BILL AKINS, ELECTRICAL INSPECTOR , JOE CONNOLLY, WATER DEPT. FROM: DOUG REID, CHIEF BUILDING OFFICZAL DATE: J AN . LI J I969 The preliminary x_ construetion plans for SIGNAI. F-,AN~.' FUILD1N63 are in our plan review section for your review and comments. Please return this form to Joe Merchak with your initialed comments and the date of review. Failure Lo retura form to Joe xithin five (5) days will be considered your approval. If you have any objections to approval of Ehese plans, it is your responsibility to notify this departmenb and resolve any problems. Thank-you. /ds L~ia=lwn-.a~/~z°~`'°~--^L'~~''`'"ve-•-vi.e,s~i (Signature) (Date) G~4GC~D A~GN~r~zT Tvr~9 f/as~E-E7vS ~fg/0 - 3 DN." ~o MEMO T0: PAT GEAGAN - POLICE DEPT. ED KIRSCHTt SR. ENGINEERING TECH. CRAIG KNUDSEN, ENGINEERING TECH. TOM COLBEAT, DIRECTOR OF PUBLIC WORKS JIM STURM, PLANNING DEPT. JON HOFiENSTEIN, ADMINISTRATION ~ BILL AKINS, ELECTRICAL INSPECTOR d0E CONNOLLY, WATEA DEPT. FROM: DOUG REID, CHIEF BUILDING OFFICIAL DATE: JAN. LI j I gSg The preliminary _X construction plans for S{GNAL F)ANK EU1LDINCa are in our plan review section for your review and comments. Please return this form to Joe Merchak vith your initialed comments and the date of review. Failure to return form to Joe rrithin five (5) days xill be considered your approval. If you have any objections to approval of these plans, it is your responsibility to notify this department and reaolve any problems. Thank-you. 0 / /JS (Signature) Date) .20 MEMO T0: PAT GEAGAN - POLICE DEPT. ED KIRSCHT, SR. ENGINEERING TECH. CRAIG KNUDSEN, ENGINEERING TECH. TOM COLBERT, DIRECTOR OF PUBLIC WORKS JIM STURM, PLANNING DEPT. JON HOHENSTEIN, ADMINISTRATION BILL AKINS, ELECTAICAL INSPECTOR ' 'JOE CONNOL_LYt WATEH DEPT J FROM: DOUG REID, CHIEF BUILDING OFFICIAL DATE: J AN . LI 1 19 S c( The preliminary !X construction plans Por SIC}NAL F'-)ANk FU1LD1NCa are in our plan review section for your review and commenta. Please return this form to Joe Merchak with your initialed comments and the date of review. Failure to return form to Joe sri.thin five (5) days will be eonsidered your approval. If you have any objections to approval of these plans, it is your responsibility to notify this department and resolve any problems. ~ Thank-you. ; /JS (Signature) (Date) ~s lEMO T0: PAT GEAGAN - POLICE DEPT. ED BIRSCFiT, SR. ENGINEERING TECH. CRAIG KNUASEN, ENGINEERING TECH. TOM COLBERT, DIRECTOR OF PiJBLIC NORKS JIM STURM, PLANNING DEPT. JON HOHENSTEIN, ADMINISTR9TION I EILL 9KIN5, ELECTRICAL INSPECTOR JOE CONNOLLY, WATEF DEPT. FAOM: DOUG REID, CHIEF BUILDING OFFICIAL D91Ti: Ll - 1 14 - ~-,Zcj The preliminary construetion ~ plans for SIC*NlkL gAr.iK are in our plan review section for your review and comments. Please return this form to Joe Merchak with your initialed comments and the date af review. Failure to retura foTm to Joe xithia five (5) daya will be considered your approval. If you have any objectioas to approval of t6eae plans, it is your responaibility to notifq this departaent and reeolve anq problms. Thank-you. /JS ~ (Sigriature) Date) lMO TOs PAT GEAGAN - POLICE DEPT. ED gIRSCHT, 3R. ENGINEERING TECH. CRAIG BNUASEN, ENGINEERING TECH. TOM CALBERT, DIRECTOA OF PDBLIC i10RSS JIM STURM, PLANNING DEPT;Z JON HOHENSTEIN, ADMINISTRATION BILL ARINS, ELECTRICAL INSPECTOR JOE CONNOLLY, W$TER DEPT. FROM: DOUG REID, C$IEF HUILDING OFFICIAL DATE: L4 - t y - 99 The preliminary construetion ~ plans for C=IC+N,4L F)q1.1k are in our plan review section for your review and comments. Please return this form to Joe Merchak with your initialed comments and the date of review. Failure to return form to Joe vithin five (5) days xill be eonsidered your approval. IP qou have aay objeotions to approval of theae plans, it is your responsibility to notity tLis department and resolve anq problems. Thank-you. /JS Sia~ tur ) (Date) 4~~7 PMO T0: PAT GEAGAN - POLICE DEPT. ED $IRSCHTt SR. ENGINEERING TECEf. CRAIG HNUASEN, ENGINEERING TECH. TOM COLBERT, DIRECTOR OF POBLIC AORSS JIM STURM, PLANNING DEPT. JON 90HENSTEINt 9DMINISTRATION BILL AKINS, ELECTRICAL INSPECTOR JOE CONNOLLY, WATER DEPT. FROM: DOUG REID, CHIEF BUILDZNG OFFICIAL DATE: Li- 114 - ~?Cl The preliminary construction ~ c plans for JICYN+4L f;AI.N are in our plan review section for your review and comments. Please return this form to Joe Merchak with qour initialed comments and the date of review. Failure to retura farm to Joe xithin five (5) days vill be eonsidered your approval. If you have any objeetions to spproval of these plans,` it ls your reaponeiCility to notify this departmeat and reaolve any problems. Thank-you. G L7 n p10~ o~k. I rp v ,Q; tvr•.ih o~s ~%ur ~ ~ I~D~y f Tifi~ •,s " U,~ ~.?s I °L• ~ _ ` - - ~ g (Signature ) (1)ate) #5 lMO T0: P9T GEAGSN - POLICE DEpT. ED RIRSCHTt 3R. ENGINEERING TECH. CRAIG KTUASENg ENGINEERING TfiCH. TOM COLBERT, DIRECTOR OF PIIBLIC WORSS ~ JIM STURM, PLANNING DEPT. JON HOHENSTEIN, ADMINISTRATION BILL 9KINS, ELECTRICAL INSPECTOR JOE CONNOLLY, WATER DEPT. FAOM: DOUG REID, C9IEF BUILDING OFFICIAL DATE: L4 - I 4 - 91 The preliminary construction ~ plans for ~IC~NlcL ~jq1yK are in our plan review section for your review and comments. Please return this form to Joe Merchak with your initialed eomments and the date of review. Failure to return form to Joe xithin five (5) daqs vill be eonsidered your approval. if qou 6ave any ob3eotions to approval of theae plans, it is your respoasibility to aotify this department and resolve any problems. ' Thank-you. s~b C'k t-0 k~K App"40ALJ G~ r b Fl2s~, t~L ~~f h4 /JS iK ,ge, / , ~ _ A ~7 4- (Signature) (Date) ?o MEMO T0: PAT GEAGAN - POLICE DEPT. ED KIRSCHT, SR. ENGINEERING TECH. CRAIG KNUDSEN, ENGINEERING TECH. TOM COLBERT, DIRECTOR OF PUHLIC WOHKS JIM STURM, PLANNING DEFT: JON HOHENSTEIN, ADMINISTRATION BILL AKINS, ELECTRICAL INSPECTOR , JOE CONNOLLY, WATER DEPT. FROM: DOUG REID, CHIEF BUILDING OFFICIAL DATE: JAN. LI 1 I gSg The preliminary ~X construetion plans for StCaNAI_ F~,ANk RUILDIN(i are in our plan review section for your review and comments. Please return this form to Joe Merchak with your initialed comments and the date of review. Failure to return form to Joe xithin Pive (5) daqs xill be considered your approval. IF you have any objections to approval of these plans, it is your responsibility to notify this department and resolve any problems. Thank-you. /JS ,/t t~ ~rSF,trature) (Date) AM~ . . • ~ f, T G ~60 2"-'~ FINAL PtANNED DEVELOPMENT AGREEMENT SIGNAL BANK LOT 1, BLOCK 1, TOWN CENTRE 100 SECOND ADDITION THIS AGREEMEfVT, made this 15th day of October 1996, by and between the CITY OF EAGAN, a Minnesota municipal corporation (hereinafter the "City") and Signal Bank, Inc. a Minnesota corporation (hereinafter the "ApplicanY'). WHEREAS, the City Council of the City of Eagan is the official governing body of the City of Eagan; and WNEREAS, the City and the originai Owner and Deveioper entered into a Preliminary Planned Development Agreement for Eagan Heights Commercial Park (hereinafter the "AgreemenY") on the 20th day of July 1982 for a term of ten (10) years; and WHEREAS, the Agreement -uns with the land until terminated and is binding upon the successor and assigns of the original owner and developer; and WHEREAS, Signal Bank is ?he Owner of Lot 1, Block 1, Town Centre 100 Second Addition, the development of whi,. s governed by the Agreement; and WHEREAS, the plans attached hereto as (Exhibits A-E) are found to be in conformance with the Agreement, and the parties hereby acknowledge that this Final Planned Development Agreement and the attached exhibits constitute the Final Planned Development for Lot 1, Block 1, Town Centre 100 Second Addition. NOW THEREFORE, it is hereby agreed to and between the parties hereto as follows: 1. This Final Planned Development Agreement applies solely to Lot 1, Block 1, Town Centre 100 Second Addition. 2. The applicant shali comply with the plans, labeled A through E, attached hereto: (full-size plans are on file with the City of Eagan Community Development Department) ' Site Plan - dated October 4, 1996 (Exhibit A attached hereto). • Grading Plan - dated October 11, 1996 (Exhibit B attached hereto). " Landscape Plan - dated October 4, 1996 (Exhibit C attached hereto). ' Building Elevation Plan - dated February 12, 1996 (Exhibit D attached hereto). ` Sign Plan - dated February 12, 1996 (Exhibit E attached hereto). 3. This Final Planned Development Agreement shall run with the land until terminated and shall be binding upon the successors and assigns of the Applicant. IN WITNESS WHEREOF, the parties hereto have executed this agreement on the day and year first above written. CITY OF EAGAN A Minnes ici ai Corporation , Thomas Egan Its Mayor (Seal) BY: . VanOverbeke Its lerk SIGNAL BANK, INC. A Minnesota Corporation (Seal) BY: J n H. LeMay Its Senior Vice President DATE: APPROVED AS TO CONTENT: APPROVED AS TO FORM: . Michael J. Ridley Eagan City Attorney Senior Planner Community Development Department THIS INSTRUMENT WAS DRAFTED BY: Community•Development Department City of Eagan 3830 Pilot Knob Road Eagan, Minnesota 55122 (612) 681-4600 STATE OF MINNESOTA ) ss COUNTY OF DAKOTA ) On this day of ~L(~~~G~;?~ 1996 before me a Notary Public within and for said County personally appeared THOMAS EGAN and E.J. VANOVERBEKE to me personally known, who being each by me duly swom, 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 in behalf of said municipality by authority of its City Council and said Mayor and Clerk ~ wledged said instrument to be the free act and deed of said municipality. Notary Pub~c / f MARILYN L. WUCHERPFENNIG ~~~•Y' NOTAftYPUBLIC-MINNESOTA STATE OF MINNE50TA ~ onKOTncauNn ) '~,•.••°"MyCommissionExplresJan.31,200U SS COUNTY OF DAKOTA ) On this/ay of ~ 1996 before me a Notary Public within and for said County personally appeared JOHN H. LEMAY to me personally known, who being by me duly swom, did say that he is the Senior Vice President of the corporation named in the foregoing instrument and acknowledged said instrument to be t e free act and deed of the corporation. Notary P lic ' T MARILYN l. WUCHERPFENiJ!G NOTARYPUBLICrMINNESUTa j pAKOTACOUNTY ~ My Commisslon Fnpifes Jan. 31. 2C9o EXHIBIT A ,daN,4,,BANs PAriAN UPPCR LEVEL AODITION k YAIM LCYLL PEYOOEL IS'p Y~YI{!I pi... [If F1: LN:aA. Y. ~ ' rrvrw~ ' ~ ~ ' ryy[ cYR.P[ IY)q - . . r.r~.rn .rt a° . ~ t N i ~t•.. _ . _ ~.n.s~,..,~, I - ~ , I .~r++li4nrclwn~nr 7=4i,~ '7 I ~ i ~ ~G-~ I ~ / ~.d~ LEGEND . ~.wm ~ i ,R~: i ' ~r,-±'~~ ~ , ~ T ~ ,i - ; i LI ~ ~ ~ ~ I rtIe ernenSex caotm eeuirrccrs. Lrn. ae=z:m- I 1 I ~ +J-.' it---- F'Z~ti77f`t7'? Xi) i•.,.~ . ~~.'-:n~: ~t, ; . EXHIBIT B ~ §QGNAn. IMAHK ~ ~ .r~.w. .~..~a_.,.__......ti E,aGAN ~ M-14:x v~~. ' 4 Y ~~~~.rv.~~www~r~~~a NAI~ IL\IJ. HI:4~IIJ.1. ~71'wCax~~:4^~i"II~.I , ~ ..~v . . . . . ' I CO. RD. NO 28 r(YANKEE DOODLE RD.) . 1 _ - ~ ; - `'r~~ - 7 ~ e.. I ; / ,,X . ~ - ~ ~ i . ~:J. y . ~W7 / S" W. ~ I li ~ / ti` ~ ~ \ ' '°'1 . . ~ 2 ~ I u 5:•. ~ W ~ ~ ~ 7 • ~ ' r . > -a- . , . . - , ~.mw,.~. ~ ~ N ~o L MF g \ \ w. l.,, v Q J ~ ' ~ ° t = ~ ' s y ` ~ ` - ' - wi W cia r% 1.1Mn r i i u_ ; , . ~ ~ T I _ ' ~I I _ / . ..J ~ . ' \,u c °Y~~ ~ ..c ' , r . - .I . . , C. ^ ~ se w RADING PLW TOWN CENTRE ' DRIVE ~ j I , ~ _ v.,.. ~ ~ , EXHIBIT C . . : . ~ ~cca~ ff,ac,eN arPeR Ma .oMoN s WiMISYp.PLYODEL . . IPlO feMAE M0012 M • . al~i ~TMm4rw~v+~Mwu~hti GGM.YM6621 RD. NO. 28 (YANKEE DOODLE RD.) " C O. _ _ ~ - ti , _ : .e.~,.,, _ _ , . r . . ' ' 4j~1. ~ ~ . • . 5~~~~ilf~reu^ , - [ ~ ~ert r.._... ~ ':~-r ~ . ~rr~~.w~~u.r •~r~ ~vm . I _ . ~ - . ~ I . ~~~1 rr~• ~J m ~~w . ~ i. f ~ " . " ~ _ ' ' ~ r - . • ' r T ' ° ~ a , ' . _ . . P ~ NT 6Q@DUIE . . . _ _ , r~r . i ~ ~ • : ! r L ~ .~r... r; ~ r ~ . . r _ 4 c ~ am.nHZ...r wnc a• sr..w.o- . W' . , r ~ ~ _L~..-s ' " . : ~ ~ ~ ` . ~ ~ . ~.en..waxw'. . ar. , ~ . . i ~ ~worvrea - " ~ I. ' . ,'-i ' h~~p ~`y~'f ~ qFr,l~ _ .rru P _ . I . , I >I l`,~, . , 1 f 1 I_:r I - , • No, 1 -AM N W . i ~ ~ ~ ' 1 h ' . j " " ~ . `_i j ~ ~1~ I lm. ~ ~ THE ANDERSEN CROUP I ARCHITECTS. LTU. ~se=aa-_a---- ' ,r. ~ ~Fd ; ~ . I I i ' . . . . . ~ : „ 1 ~ I r _ ~ : ` z_" ' . L.r=• W i . . . . . _ . . ~ . . ~ _ . . . - . ~ . . . . ~r..._.L _ ~ . ..._..._'^__.yv ..._l_._ . TOWN CENTRE ` DRIVE ' ROC..6 : , • . ~ ~ _ _ . - - - - ` _ . . ' ' i I . i . . , . . ~ ' ^r~e.~=-' . l L z , • ~ ~o~V ~ , ~ n.~ , _ _ w. EXHIBIT D Q sPI~PRfT~. EAGN,I l .e.. 4...~.. . .,p.. ..f___ ' i I I I I wrep tlvrt Anonian' n MAIN IL\'fL 6f4aMl. I I I I~~ _q^ 1210 xAx f.[ CMML P.~ G1:.W~NY .~121 n A ~i 1.. . . . . _ . . _ . . ~ _ _ _ _ . . . 1 ~ T- u ~n ~ • Ll . _ . .I . . . . . . . . . ~ _ `rn : ~ ' $ uT m ~ ~ e,> . _ ' I ~ ......as~. ~ Y 2~° 4 Q - 4 Q . _.____......1__._____..._L___....~ 1•,^_••. _______L,'•,`•,•Y~1._____" ._-___-_.__-1_-_ ~ I ~ ~p~ I ~ I I I j I LEGEND .e.~-_ ~ I I I I I ~ ' ~ ~0 N e[Wr[D _J ' • TIIE RHOERSF.N GRO ~ APCNITEC~-, LTO. ~~ay y. ' RCSCLLS~ 1-rr ~ _ o _ _ _av;,. 1 OF 2 ~ EXHIBIT D SICsAlA.E. 9P,T,rF FAGAIl . Y 1 I I 1 !TCP.R LLvFI M1DIHTION x M~IN I.EVF.1. PP.MU11El. , _ _ _ -~~----------Yr ~na r~xn:~ iwuuLc no - --saws• ...-•R~..~ i i i . . S"I7Si-„"• . p - ~ o , ~ ! i j e.cu. _ srs ~ ~ ~ O • ' _ ' . . _ ~ ~ Q Q Y l' Y Q ~ I I I I I I I . isecur. I aewa I . I I ' I sraw. I LEGEND I I I I I 1 i I . - I I I ~ ~ ~ ~ _ Fnl _ ' ' _ ' ' : - - - = - - rxe ,WOersseu r,aour _ - _ - - ARCNIIF.Q3. Lifl. O - O - O _ n - O O O ==a~~ ~ I ~ ~ -_~aiYi• ~ -a'~• ~.~~.A. - - - ~ - in.'irjm~ 2 OF 2 - EXHIBIT E sicri,~c.irRrir. sAsa3It. . ; i' . __.rs. , a. • • • . IIPPER LE1TL dllDliION H OO NAIV IF'EI PlAIUDE1. 1?V YANSC~pJDpIE ell ~ 00 E,,:,„ SSltl ~ O i , o NO. ~ mi u~nr~ m~~up s~ial W mw f~n ~[ar~n~rc~w~ ns~en 1 ,ii'•~mi~aiia • "y `I i rn r an r a~ . ~ ~ . . i:~. . r--- ~ pr_.... . e , ~-G , . ; ~ ' I ...w. _.I ~ CJ e ~ a I:' I Li . ~ y " . i ~ . , .c_~.... .~~..._.i --r- ' , b ~~su+.v.4lui..~u.~nieau__ 4.o1SY.+xe~tu/nrvuev... LEGEND _ orce ra~anmi omw muoa ane.» n'ei.~.n• .Vc m w .1. Y%M1K19. LA . . . . . . _ . . ----~v.~~ ; CN1~6fC~IMK ¦ M. R1?A5 . _ . . --_._s~~e r I.M/IIYN/NCR Tf1E RNOBRSEF CROUP - - .~%ANCry1TECT5, LiU. . . . . ___'___cys.• w w.mer -----'n%• ~ e' 9rtlrsacmc u.er.u~wa PAO!. 13`.i 113 ~ oFRCE oF nHe courm REcoROER DAKOTACOUNTY, N9NNESOTA CERTIFIED THAT THE WITHIN INSTRUMENT - WAS REGORDED IN THIS OFFICE ON AND AT Now Z1 ?14e PPI '86 DOC. NO i:~9ii3S . JAMES N. OO i TY RECORD R DePu Y S~ BY: FEE/~~ SURCHARGE • CASH ? CHECK ~ ESCROW ? WELL ? CHARGE ? CHARGE TO: O/R DO NOT REMOVE ~ ~ ~ l- . • ~ Metropolitan Council Working for the Region, Planrzing for the Flrhire Environmental Services April 19, 1996 S4C nl'~~ Mr. Joe Voels I- ~ I owd ~ENTQC IUO Construction Analyst City of Eagan 3830 Pilot Knob Road Eagan, MN 55122 Dear Mr. Voels: The Metropolitan Council Environm.ental Services Division determined SAC for the'Signal Bank Additionllocated at 1270 Yankee Doodle Road within the City of Eagan. This project should be charged 3 SAC Units, as determined below. SAC Units Charges: Office 6216 sq. ft. @ 2400 sq. ft.JSAC Unit 2.59 Conference 420 sq. ft. @ 1650 sq. ft./SAC Unit 0.25 Total Charge: 2.84 or 3 If you have any questions, call Jodi Edwards at 229-2113. Sincerely, ~ ~ e-r W. Janzig Planner, Municipal Services Section Wastewater Services Department RWJ:JLE 96041954 cc: S. Selby, MCES Carolyn Krech, Finance Department, Eagan Russell Zellner, Langer Construction Co. G3EC~~~11?f~sDD APR 2 4 1996 230 East FYfth Street St. Paul, Minnesota 55101-1633 (612) 222-8423 Fax 229-2183 TDD/T1Y 229-3760 A. Fqunl OpporhmLLy Ertiployer . *dtV oF eagan THOMASEGAN Mayor 7u1 29 1996 PATRICIA AWADA Y , SHAWN HUNTER SANDRA A. MASIN r. Dave Andersen THEODORE WACHTER M Council Memters Andersen Group Architects Limited THOMAS HEDGES 7601 Wayzata Boulevazd, Suite 211 City Adminisirotor Minneapolis, MIN 55426 E. J. VAN OVERBEKE Ciry Clerk Re: Signal Bank Parking Lot - Denmark Avenue Sidewalk/Retaining Wall City Project No. 695 City Contract No. 96-11 Dear Mr. Anderson: As a follow-up to our phone conversations recently, I want to clarify a few items in writing regarding the above issue since it appears that the pazking lot expansion was placed incorrectly in relation to the permanent roadway easement recently acquired by the City of Eagan. Back¢round The City Of Eagan was awarded possession of the permanent easement, and accompanying temporary easement, on Signal Bank property June 19, 1996. The buiiding permit for the building and parking lot expansion issued on May 23,1996 by the City was based on plans(dated May 9, 1996) showing the new parking lot curb expansion placed 2 to 3 feet east of the permanent roadway easement. As you are awaze, a recent check by our consulting engineers shows the curb and gutter was placed about 0.5 to 1 foot into the permanent roadway easement. Action Repuired The curb and gutter piaced by Langer Construction(the general contractor for Signal Bank) along the west edge of the Signal Bank parking expansion will need to be removed and replaced 3 feet to the east(as per the plan approved with the building permit) to allow room for the planned retaining wall tiebacks with the City project. This removal and replacement of the curb and gutter, and its associated costs, will be the responsibility of the possessor of the building permit, Signal Bank. If the parking stall depths are maintained at 18 feet on the site in this area and the 3-foot reduction in width for the two parking stall areas and the drive aisle is taken from the drive width, no varianc- would be required. If the reduction were taken from the parking stall depths, a variat;ce fronn the City Council would be required. Certificate of Occupancy for the new Signal Bank building expansion will not be issued by the MUNICIPAL CENTER THE LONE OAK TREE MAINTENANCE FACILItV 3830 PIIOT KNOB ROAD THE $YMBOL OF STfiENGTH AND GROWTH IN OUR COMMUNITY 3501 COACHMAN POINi EAGAN, MINNESOiA 55122-1897 EAGAN, MINNESOiA 55122 PHONE: (612) 681-4600 PHONE: (612) 681-4300 FAK (612) 681-4612 Equal OppoftUnlty/Afflrfnatlve Actlon Efnployer FAX: (612) 681-4360 TDD: (612) 454-8535 TDD: (612) 454-8535 , City until the above corrective action is completed. Please contact me with any questions you may have on this matter at 681-4646. Sincerely, 36hn Gorder, P.E. Design/Development Engineer cc: John LeMay, Executive Vice-President and General Counsel- Signal Bank Tom Colbert, Director of Public Works ,Doug-Reid;-Chief Building Official Mike Ridley, Senior Planner Stan Lexvold, Senior Construction Supervisor 4 t MEMO _ city of eagan TO: PAT GEAGAN, CHIEF OF POIICE JON HOHENSTEIN, ASSISTANT TO THE C1TY ADMINISTRATOR DALE WEGLEiTNER, FIRE MARSHAL ELECTRICALINSPECTOR UBC(C WORKSfENGINEERINGIUTILITIES/STREET$ ` C-P-- - GENE VANOVERBEKE, FINANCE DIRECTOR RICH BRASCH, WATER RESOURCES COORDINATOR MIKE RIDLEY, SENIOR PLANNER GREGG HOVE, SUPERVISOR OF FORESTRY FROM: DALE SCHOEPPNER, SENIOR INSPECTOR / DATE: ~ /z, S/~p SUBJECT: PLAN REVIEW The_preliminary RK construdionplansfor are in our plan review section far your review and comment. /Z 7D yANK tt boopt tAD. Please notify the Protedive Inspections Division if you have any reasan that these plans should not be approved and resolve arry problems with the affected parties. If you are requesting that issuance of the building pertnit he held, please fill out the proper "hold' request form. Comments: Indicate any fees that are to be collected with the 6uilding permit: Amoun ? Yes ? No landscape security required ? Yes ? No water quality dedication ? Yes ? No park dedication ? Yes ? No trail dediption ? Yes ? No tree dediption ? Yes ? No Signature Date plan+ev.iaw ~ . . MEMO _ city of eagan 1 o f I~ ~ra~~.. I ,0(.2 TO: PAT GEAGAN. CHIEF OF POLICE JON HOHENSTEIN, ASSISTANT TO THE CITY ADMINISTRATOR DALE WEGLEITNER, FIRE MARSHAL . ELECTRICAL INSPECTOR PUBLIC WORKS/ENGINEERINGIUTILITIES/STREETS ~GENEVANOVERBEKE, FINANCE DIRECTOR ' RICH BRASCH, WATER RESOURCES COORDINATOR MIKE RIDLEY, SENIOR PLANNER GREGG HOVE, SUPERVISOR OF FORESTRY PROM: DALE SCHOEPPNER, SENIOR INSPECTOR OATE: SUBJECT: PLAN REVIEW The_preliminary X construction plans for are in our plan review sedion for yaur review and comment. 12-70 y'HK t= t>pept tjea , Please natify the Protective Inspedions Divisian ff you have any reason that these plans should not be approved and resolve any problems wilh the afFected partes. If you are requessting that issuance of fhe building pertnit be held, please fifl out the praper "hold' request form. Comments: ~GV~~~Oa~G : ~PR?~et? lJl~/~t G/74'se9 ~v_ w G r ?'a ? Co//'~f'7d ag Indipte any fees that are to be collected with the building pertnit: Amoun ? Yes ? No landscape security required ? Yes ? No water quality dedication ? Yes ? Na park dedication ? Yes ? No trail dedication ? Yes ? No Vee dedication ? Yes ? No Cik) ~ ALV Signature te , !fl] LS ~ L~ ~ IL ~v, ~ B R U N Sm sroun Interiec Corporation J U L D 9 1996 6950 West 1461h Sheel, Suiie 131 Apple Valiey, Minnesoia 55 1 24-85 20 INIFa7FC 612-431d493 Fmc431J084 ~ Compressive Test of Concrete Cylinder Engineers and Scientists Serving Test Method: ASTM C 39, 6" x 12" Cylinder the Built and Nafural Environmenh Daze: June 27, 1996 Project Number: BODX-96-113C Project Client: Desaiptian: Mr. Chuck Dorsey Construction Testing Services Signal Bank and Special Inspection 100 Signal Hills Signal Bank Addition-1270 Yankee Doodle Rd. West St. Paul, MN 55118 Eagan, Minnesota FIELD DATA: DESIGN DATAd ~ Set Number: 5 Mix Design: 3 Date Cast: 6/19/96 Supplier: AVR Time Cast: 11:00 a.m. Specified Air: not specified Measured Slump: 4" Specified Strength: 3500 Measued Air: not given Tmck or Ticket No.: not given Concrete Temperature: not given Cylinders Per Set: 4 Air Temperature: not given Cylinder Cast By: Dave with Axel Oman Liquid Added at Site: not givw Sample L.ocation: Footings: conferrance room Field Notes: Sample Date Test Field Lab Test Max Load Cyl Area Compressive Remarks No. Recvd Date Cure Cure Age (pounds) (sq in) Streagth, psi Code(s) SA 6/24 6/26 5 2 7 90190 28.31 3190 B Specified Strength az 28 Days (psi): 3500 Remarks: B: The 7-day test result projects that the speciTied strength will likely be met az the 28-day age according to a typical strength age relations6ip. c: Mr. Gazth Ristau; I.anger Constructioo Company Braun Intertec Corporation Ms. Gail Anderson; Anderson Group Mr. Craig Milkert, PE; Reigsted and Associazes, Inc. ' Mr. Jce Voels; BuIlding Inspections, City of Eagan David T. oungstr Senior Engineerin sis 96113c\couc.5 ~ B R U N SM Broun l~~ Corporafion 6950 West 1461h Street, Suite 131 I N T E E C Apple Valley, Minnesota 55124-8520 612-031-4493 fax431-3084 E COIIIressive Test of Concrete C linder ngineers ancl $cienfisfs $erving p Y flie Builf pncl Nafural Environmenfs Test Method: ASTM C 39, 6" x 12" Cylinder Date: June 10, 1996 Project Number: BODX-96113C Project Client: Description: Mr. Chuck Dorsey Construction Testing Services Signal Bank and Special Inspection 100 Signal Hills Signal Banlc Addidon-1270 Yankee Doodle Rd. , West St. Paul, MN 55118 \ Eagan,-Minnesota_ FIELD DATA: DESIGN DATA: Set Number: 3 Mix Design: 3 Date Cast: 613/96 Supplier: AVR Time Cast: 8:00 a.m. Specified Air: 6.0% Measured Slump: not given Specified Strength: 3500 Measured Air: not given Trurk or Ticket No.: not given Conczete Temperature: not given CyGnders Pez Set: 4 Air TemperaWre: 56° F Cylinder Cast By: Dave with Axle Oman Liquid Added at Site: not given Sample Loca[ion: Sidewalk: new eutrance Field No[es: Sample Date Test Field Lab Test Max Load Cyl Area Compressive Remarks No. Recvd Date Cure Cure Age (pounds) (sq in) Strength, psi Code(s) 3A 6/4 6/10 1 6 7 110060 28.28 3890 F Specified Strength az 28 Days (psi): 3500 Remarks: F: The specified 28-day strength was met az the 7-day age according to the above test results. c: Mr. Cruth Ristau; Ianger Consuuc[ion Company Ms. Gail Anderson; Anderson Group Braun Intertec Crnporation Mr. Craig Milkert, PE; Reigsted and Associates, Inc. W. Jce Vcels; Building Inspecflons, Ciry of Eagan • avid T. Youngstro Senior Engineering sis t 961136conc.3 B R A IJ N SM Bmun Intertec Corpomfion 6950 Wesf 1461h Sfreet, Suite 131 Apple Valley, Minnesoto 55124$520 I N T E RT E C 612-031-4493 Faz 431-3084 Engineers and Scien/ish Serving Compressive Test of Concrete Cylinder flte Built ontJ Nalural Environmenh Test Method: ASTM C 39, 6" a 12" Cylinder Daze: Iune 18, 1996 Project Number: BODX-96-113C Project Client: Descripdon: Mr. Chuck Dorsey Construction Testing Services Signal Bank and Special Inspection 100 Signal Hills Signal Bank Addiaon-1270 Yankee Doodle Rd. West St. Paul, MN 55118 Eagan, Minnesota FIELD DATA: DESIGN DATA: Set Number: 2 Mix Design: 1 Date CasC 5/20/96 Supplier: AVR Time Cast: not given Specified Air: not specified Measured Slump: not given Specified Suength: 3000 Measured Air: not given Truck or Ticket No.: not given Concrete Temperature: not given Cylinders Per Set: 4 Air Temperature: not given Cylinder Cast By: Conffactor Liquid Added at Site: none Sample Location: Piers: new canopy, east entrance Field Notes: Sample Date Test Field Lab Test Max Load Cyl Area Compressive Remarks No. Recvd Daze Cure Cure Age (pounds) (sq in) Strength, psi Code(s) 2A 5/22 5/27 2 5 7 65080 28.26 2300 E 2B 5/22 6117 2 26 28 87200 28.27 3080 L 2C 5/22 6/17 2 26 28 85020 z8.27 3010 i Specified Strength at 28 Days (psi): 3000 Remarks: B: The 7-day test result projecrs tbat the specified strength will likely be met at the 28-day age according to a typical strength age relationship. L: T'he average 28-day test result meets the required design strengtL. c: Mr. Gazth Ristau; Langer Construction Company Braun Intertec Corporarion Ms. Gail Anderson; Anderson Group W. Craig Milkert, PE; Reigsted and Associates, Inc. ' Mr. 7ce Vcels; Building Inspecflons, City of Eagan David T. Youngstr Senior Engineerin@ A sist t 961136conc.2 ' SPECIAL INSPECTION AND TESTING SCHEDULE (TO be used in aCCOrdance with the "GUidelinee for Special Inepection and Teeting^) PROJECT NAHE 914nJkL,. 'BfVaJ~<_ PROJECT NO. LOCATION (1) ?ERtiIT NO. SPECIAL LE S cifica on 1QV Report Aseigned ~ ection ticl Deacri tion 2 I~tLl/ ~6~ Fre enc Firm (4)1 7 D l• 5 ~ Co NC(trT1tF ~ r'$w an CZA~I r~ .~.~'cx+sT~ „ V " S• ~ W e~..a, a 5 Fb ~3 Ce~3' " - ! TESTSNG SCHEDULE ' i I f I Hotes: Thia echedule to be filled out and included in the project specification. Informaticn unavailable at that time to be filled out when applying for a building permit. (1) Permit No. to be provided by the Building Official. (2) Uee deacriptions per U.B.C. Section 1701.5 (3) Special Znapector, Testing Agent or Fabricator. (4) Firm contracted to perform services. ACRNOWLEDGEMENTS rach appropriate reareaentative muat sign below: Owner: CAGCK arsoef Firm: Date: Contractor:_ Firm: Date: ~ Arch e 6 ct: Firm: Y Date: SER: Fizm: Date: 4 ` SI: Firm: Date: * SI: Firm: Date: TA: Firm: Date: TA: Firm: Date: F: Fi:m: Date: F: Firm: Date: ' The individual nnmea of a11 prospective sp=cial insoectora and the work they intend co obaerve muet be identified on the reverse eide o: this form. Legend: SER = Structural Enaineer of Record SI = Special inspacto_ TA = :esting Ager.t F = Fabriczto= ACC2n'.p;? `n^ tt]e 3vi1;4•:nC DPr.a-'-mo.•.t. Rv n"_' L'ANGER CONSTRUCTION COMPANY LIEU4EIN 0F , 54 East Moreland Avenue WEST ST. PAUL, MINNESOTA 55118 Phone 612-457-5993 DATE JOB NO. Fax 612-457-7068 ATTENTiON t SDC D GLS ro -1~e- Il ois QE 5• n a. I B~~.n K O'~' ra.Q a.n 39,3o Q;/er Knob RO Emaa,n MN S.5-/dd-/857 WE ARE SENDING YOU ? Attached ? Under separate cover via rnCe-./ the following items: ? Shop drowings ? Prints ? Plans ? Samples ? Specifications O Copy of letter ? Change order ? COPIES DATE NO. DESCRIPTION THESE ARE TRANSMITTED as checked below: ? For approval ? Approved as suhmitted ? Resubmit copies for approval ? For your use ? Approved as noted ? Submit_copies for distribution fg As requested ? Returned far corrections ? Return_corrected prints ? For review and comment ? ? FOR BIDS DUE 19 ? PRINTS RETURNED AFfER LOAN TO US REMARKS ~nt X 21ave S PnX~ SAt Sj' G~>Oc[ ~a G Lf 4" ra w.cr 'n 'r. A ~ he S fG YO z f'r :~e~y 17'lorn , ~ )e aS C' a COPY TO SIGNED: ~~S ~ ~Jm e r If anclesures sn not as notsd, kinJly noti/y us et ones. B R V N'" 8.~un l~~" Co.~.~n 6950 West 146th Street, Suite 131 I N T E E C Apple Vulley, Minnesota 55124-8520 612d31-4493 Faz:431-3064 E COIRPre.ssive Test of Concrete CYlinder ngincers and Scienlish Serving the Built and Nalural Environmenb Test Method: ASTM C 39, 6" a 12" Cylinder Daze: June 14, 1996 Project Number: BODX-96-113C Pzoject Clieat: Descripdan: Mr. Chuck Dorsey Constrnction Testing Services Signat Bank ( and Special Inspection ---100-Signal Hills Signal Bank Addition-1270 Yankce Doodle Rd. West St. Paul. MN 55118 Eagan, Minnesota FIELD DATA: DESIGN DATA: Set Number: 4 Miz Design: 3/8 pump mix Date Cast: 6/7196 Supplier: AVR Time Cast: 830 am. Specified Air: noc specified Measured Slump: S'A" Specified Strength: 3500 Measured Air: not given Truck or Ticket No.: i l l Con¢ete Temperature: aot given Cylinders Per Set: 4 Air Temperazure: not given Cylinder Cast By: Ray Lazson with Ianger Liquid Added az Site: not givw Sample Location: Siab-in-Fill: plumbing trenches Field Notes: Sample Date Test Field Lab Test Max Load Cyi Area Compressive Remarks No. Recvd Date Cure Cure Age (pounds) (sq in) Strength, psi Code(s) 4A 6/12 6114 5 2 7 91810 2835 3240 B Specified Streagth az 28 Days (psi): 3500 Remarks: B: The 7-day test result projects that the specified strength will likely be met az the 28-day age according to a typical strength age relauonship. c: W. Garth Risrau; Ianger Consiruction Company Braun In[ertec Corporauon Ms. Gail Anderson; Anderson Group Mr. Craig Milkert, PE; Reigsted and Associates, Inc. Mr. Joe Vceis; Building Inspecsions, Ciry of Eagan David T. Yoimgsrr Senior Engineerin is t 96113c1cronc.4 ~ 6 R U 1~1 SM Broun Inferfec Corpowfion 6950 Wesi 146th Street, Suite 131 Apple Valley, Minnesota 551248520 I NTE RTEC 612431-4493 Faz:4313084 COItl ressive Te.st of Concrete C Gnder Engineen and Scientisn Serving P y fhe Bui6 ond Nolurol Environmenh Test Method: ASTM C 39, 6" a 12" Cylinder Date: June 11, 1996 Project Number: BODX-96-113C Project CHent: Descripdon: Mr. Chuck Dorsey Construction Testing Serrices Signal Bank and Spetial Inspection 100 Signal Hills Signal Bank Addition-1270 Yankee Doodle Rd.~ ~ West St. Paul, MN 55118 Eag"an, Minnesota FIELD DATA: dESIGN DATA: Set Number: 1 Miz Design: 1 Date Cas[: 5/14/96 Supplier: Model Time Cast: not given Specified Air: none Measured Slump: not given Specified Sttengtb: 3000 Measured Air: not given Tnick or Ticket No.: not given Concrete Temperature: not given Cylinders Per Set: 4 Air Temperature: oot given Cylinder Cast By: Conaete Contractor Liquid Added at Site: none Sample Location: Footings: new canopy, east entrance Field Notes: Sample Date Test Field Lab Test Max Load Cyl Area Compressive Remarks No. Recvd Date Cure Cure Age (pomds) (sq in) Strength, psi Code(s) IA 5115 5/21 1 6 7 118320 28.27 4190 F 1B 5115 6/11 1 27 28 156030 28.28 5520 L 1C 5/15 6/11 1 27 28 159760 28.28 5650 L 1D 5/15 HOLD Specified Strengfli az 28 Days (psi): 3000 Remarks: F: The specified 28-day strength was met az the 7-day age according to tLe above test results. L: The average 28-day test result meeu the required design strength. c: W. Crerth Ristau; Langer Construction Company Ms. Gail Anderson; Anderson Group Braun Intertec Corporation Mr. Craig Milkert, PE; Reigsterl and Associates. Inc. Mr. 7oe Vcels; Building Inspecaons, Ciry of Eagan David T. Young m Senior Engin As s t 96113c\conc.1 r CEN F-'J . B R U IN SM Bwun IMertec Corpomfion i t, 14 0 3 1996 6950 West 146th Street, Suite 131 Apple Valley, Minnesota 55124-8520 I~I I F R r FC _ _ _ _ _ 612d31-4493 Fax: 431-3084 1\ 1~ 1\ 1 L - Engineers and Scienlists Serving C'pTjjppe$$jVe 'j'Qyt pt' L'pM`[etC L'Sr]]n(jep rhe euill ond Naturol Environmenfs Test Method: ASTM C 39, 6" a 12" Cylinder Date: May 28, 1996 Project Number: HODX-46-113C Project Client: Description: W. Chuck Dorsey Coostrucflon Testing Services Signal Bank and Specisl Inspection 100 Signai Hills Signal Bank Addition-1270 Yankee Doodle Rd. West St. Paul, MN 55118 Eagan, Minnesota FIELD DATA: DESIGN DATA: Set Number: 2 Mix Designi 1 Date Cast: 5/20196 Supplier: AVR Time CasC not given Specified Air: not specified Measured Slump: not given Specified Strength: 3000 Measured Air: not given Truck or Ticket No.: not given Concrete Temperature: not given Cylinders Per Set: 4 Air Temperature: not given Cylinder Cast By: Contractor Liquid Added at Site: none Sample Localion: Piers: new canopy, east entrance Field Notes: Sample Date Test Field Lab Test Max Load Cyl Area Compressive Remarks No. Recvd Date Cure Cure Age (pounds) (sq in) Strength, psi Code(s) 2A 5/22 5/27 2 5 7 65080 28.26 2300 B Specified Strength az 28 Days (psi): 3000 Remarks: B: The 7-day test result projects that the specified sorength will likely be met at the 28-day age according to a typical strength age relationship. c: W. Gazda Ristau; Langer Construcdon Company BIau° Intertec Corporation Ms. Gail Mderson; Anderson Group W. Craig Milkert, PE; Reigsted and Associates, Inc. W. Joe Voels; Suilding Inspecflons, City of Eagan David T. Youngs Senior Engineeri ssis u 961136conc.2 ' B R U N SM Broun Interfec Corpowfion 6950 West 146th Street, Suite 131 I~~~~~ Apple Valley, Minnesota 551248520 612431-4493 Faz:4313084 Compressive Test of Concrete Cylinder Engineers and Scientisn Sening Test Method: ASTM C 39, 6" x 12" Cylinder fhe 8uifl and NaNra/ Environmenh Date: May 24, 1996 Project Number: BODX-96-113C Project Client: Description: Mr. Chuck Dorsey Construction Tesang Services Signal Bank and Special Inspection 100 Signal Hills Signal Bank Addition-1270 Yankee Doodle Rd. West St. Paul, MN 55118 Eagan, Minnesota FIELD DATA: DESIGN DATA: Set Number: 1 Mix Design: 1 Date Cast: 5/14/96 Supplier: Model Time Cast: not given Specified Air: none Measured Slump: not given Specified Streagth: 3000 Measured Air: not given Truck oz Ticket No.: not given Concrete Temperature: not given Cylinders Per Set: 4 Air Tempetature: not given Cylinder Cast By: Concrete Contractor Liquid Added at Site: aone Sample Location: Footings: new canopy, east envance Fieid Notes: Sample Date Test Field Lab Test Max Load Cyl Area Compressive Remarks No. Recvd Date Cure Cure Age (pounds) (sq in) Strength, psi Code(s) lA 5115 5/21 1 6 7 118320 28.27 4190 F Specified Strength at 28 Days (psi): 3000 Remarks: F: The specified 28-day strengtlh was met at the 7-day age according to the above tes[ results. c: Mr. Garth Ristau; Langer Construcflon Company Ms,- Gail Anderson; Anderson Group Sraun Inter[ec Corporation Mr. Csaig Milkert, PE; Reigsted and Associates, Inc. Mr. Joe Vcels; BuIlding Inspections, City of Eagan ~ --T- David T. Youngsno Senior Engineerin is ~t 961136konc.1 ~ RAt~ N,M Broun ln~~ Ca~ro~ 6950 West 146th Sheet, Suite 131 I N T E E C Apple Volley, Minnesola 551248520 612d31-4493 Fax:4313084 E COID res9ive Test of Concrete C linder ngineen ond Scienfish Serving Il y llie Built and Nalurol Environmenb Test Method: ASTM C 39, 6" a 12" CyGnder Date: July 17, 1996 Project Number: BODX-96-113C Project clienG Desciipdon: Mr. Chuck Dorsey Construction Testing Services Signal Bank aad Special Inspecflon 100 Signal FI'ills Signal Baok Addition-1270 YmkeE Doodle Rd. West St. Paul, MN 55118 Esgan. 1vLnnesota FSELD DATA: DESIGN DATA: Set Numher: 5 Mix Design: 3 Date Cast: 6/19/96 Supplier: AVR Time Cast: 11:00 am. Specified Air: not specified Measiued Slump: 4" Specified Strength: 3500 Measurefl Air: not given Tzuck or Ticket No.: not given Coaaete Temperature: not giveu Cylinders Pa Ser. 4 Air Temperature: not given Cylinder Cast By: Dave with Axel Oman Liquid Added az Site: not given Sample Locadon: Footings: confaance room Field Notes: Sample Date Test Field Lab Test Max Load Cyl Area Compressive Remazks No. Recvd Date Cure Cure Age (pounds) ($9 in) 5tren8th• Pgi Code(s) SA 6l24 6126 5 2 7 90190 28.31 3190 B SB 6/24 7117 5 23 28 122040 28.26 4320 L SC 6/24 7117 5 23 28 123570 28.26 4370 L SD 6/24 HOLD Specified Strength az 28 Days (psi): 3500 Remarks: B: The 7-day test result projects tLat the specified strength will likely be met az the 28-day age according to a typical strength age relationship. L: The avaage 28-day rest result meeu the required design strength. c: Mr. Guth Ristau; Langer Consuuction Company ~a~ 'on Ms. Crail Anderson; Anderson Group Mr. Craig Milkat, PE; Reigsted and Associates, Inc. Mr. Jce Voels; Building Inspections. City of Fzgan ~ T. Youngsrrom enior Engineecing Assistant 9e1i3c\caocs B RAU N'" aro~~ ~nte„ec Corporatim 6950 West 146th Street, Suire 131 Apple Valley, Minnesola 551248520 612d31d493 Fmc:431-3084 I N T E E C E Com ressive Test of Concrete C linder ngineen and Scientish Serving ~1 fhe Built and Nofurol Environmenh Test Method: ASTM C 39, 6" a 12" Cylinder Date: July 8, 1996 Project Numbec: BODX-96-113C Project Clieat Des¢ipdon: W. Chadc Doisey Constraction Tesling Services Sigual Banlc and Spetial Inspection 100 Signal Fi'i1Ls Signal Bank Addition-1270 Yankee Daadle Rd. West SL Paal. MN 55118 Eagan, hI'innesota FIELD DATA: DESIGN DATA: Set Number: 4 Miz Design: 3/8 pmnp mix Date Cast: 6/7196 Supplia: AVR Time Cast: 8:30 am. Specified Air: not specified Measured Slump: S%" Specified Strength: 3500 _ Measiced Air: not given Truck or Ticket No.: 111. Concrete Temperazure: not given Cylindecs Pa Set 4 Air Temperature: not given Cylinder Cast By: Ray Iarson with Langer Liquid Added az Site: not given Sample Location: Slab-in-Fill: plumbing trenches Field Notes: Smmple Date Test Field Lab Test Max Load Cyl Area Comprescive Remarks No. Recvd Date Cure Cure Age (pounds) (sq in) Strength, psi Code(s) 4A 6/12 6114 5 2 7 91810 2835 3240 B 4B 6/12 76 5 23 28 144640 28.26 5120 L 4C 6112 7/5 5 23 28 138930 28.26 4920 L Specified Strengsh az 28 Days (psi): 3500 Remarks: B: The 7-day test result projects that the speafied strength will lilcely be met az the 28-day age according to a rypicat sureugth age relations6ip. L: T'he average 28-day cest rcciilt meets rhe require3 design strength- c: Mr. Crerth Ristau; Langa Construction Company &au° I°ter[ec Corporarion Ms. Gail Anderson; Anderson Group Mr. Craig 114ilkert, PE: Reigsted and Associates, Inc. ^ Mr. Jce Voefs; Suilding Inspections, City of Eagan avid T. omgstr Seuior Enginegin 961136bonc.4 B R U N sM Braun Intereac Corporation 6950 Wes1146th Sheet, Suita 131 Apple Valley, Minnesota 551248520 612d31d493 Fmc:431-3084 I N T E E C Compressive Test of Concrete Cylinder Engineen ond Scienlisri Serving Test Method: ASTM C 39, 6" a 12" Cylinder *e Builf and Naluml Environmenb Date: 7uly 1, 1996 Project Number: SODX-96-113C Project Client Desccipflon: W. Chuck Darsey Conslruction Testiag Services Signal Bank and Special Inspection 100 5ignal Hills Signal Bmk Addition-1270 Yankee Dooclie Rd. West St. Paul, MN 59118 Eagan, M9nnesota FIELD DATA: DESIGN DATA: Set Nunber: 3 Miz Design: 3 Date Cast: 6/3/96 Supplier: AVR Time Cast: 8:00 a.m. Specified Air: 6.0% Measured Slump: not given Sperified Srreng[h: 3500 Measured Air: not given Truck or Ticket No.: not given Coaaete Temperature: not given Cylinders Pa Set: 4 Air Temperatme: 56° F Cylinder Cast By: Dave with Axle Oman Liquid Added az Site: not given Sample Location: Sidewallc: new entrance Field Notes: Sample Date Test Field Lab Test Maz Load Cyl Area Compressive Remarks No. Recvd Date Cure Cure Age (pounds) (uq in) Strength, psi Code(s) 3A 6/4 6/10 1 6 7 110060 28.28 3890 F 3B 6/4 7/1 1 27 28 141000 28.26 4990 L 3C 614 7/1 1 27 28 153810 28.26 5440 L Specified Strengrh az 28 Days (psi): 3500 Remarks: F: The Veaftea zs-aay strengrn was met ac me 7-a8y age accora;ng to ,ne above resc L: 1Le average 28-day test resutt meets the required design strength. JUI_ 0 3 199~ c: Mr. Crurh Risrau; Langer Coustruction Company Braun Iatertec Carporarion Ms. Gail Anderson; Anderson Graup W. Craig Miiker4 PE: Reigsted and Associares, Inc. _ W. Jce Vcels; Building Inspections, City of Eagan David T. Youngs Senior Engineerin t 96113ckconc.3 B R U N zM , Broun ln~ C~ro~on 6950 West 146ih Street, Suite 731 Apple Volley, Minnesota 551248520 612-431-4493 fax:431,3084 I N T E E C Engineers and Scianfists Sarving Compressive Test of Concrete Cyiinder fhe Builf and Natural Emironments Test Method: ASTM C 39, 6" a 12" Cylinder Date: July 25, 1996 Project Number: BODX-96-113C Project Clienc: Descripdon: Mr. CLuck Dorsey Consmictioa Testing Services Signal Sank and Special InspecKion 100 Signal Hills Signa[ Bank Addition-1270 Yankee Doodie Rd. West SG Paul, MN 55118 Eagan, Minnesota FIELD DATA: DFSIGN DATA: Set Number: 6 Miz Design: 3 Date Cast: 6/27/96 Supplier: Modei Time Cast not given Specified Air: not specified Measured Slump: not given Specified Strengrh: 3000 Measured Air: not givea Truck or T"uket No.: not given Concrete Temperanae: not given Cylinders Pa SeC 4 Ait Temperazure: not given Cylinder Cast Sy: Contractor Liquid Added at Site: not given Sample Locarion: Pias: Coofecence Room Fieid Notes: Sample Date Tesc Field Iab Test Max Load Cyi Area Compressive Remarks No. Recvd Date Cure Cure Age (pounds) (sq in) Strength, psi Code(s) 6A 7/3 714 6 1 7 75640 28.27 2680 B 6S 713 7/25 6 22 28 132270 2833 4670 L 6C 713 7125 6 22 28 130590 2833 4610 L 6D HOLD Specified Strength at 28 Days (psi): 3000 Remarks: B: The 7-day test result projects that the speafied strengrh will likely be met az the 28-day age acxording to a rypical sirength age relaflonship. L: The average 28-day test result meets the required design sffeagth. c: W. Cruth Ristau; Langer Consavcrion Company Braun Intertec Corporation Ms. Creil Anderson; Anderson Group Mr. Craig Milkert, PE; Reigsted and Associazes, Inc. ° Mr. Jce Voels; Building Inspections. City of Eagan David T. Youngsrro Senior Eagineering si tan 96113c1conc.6 B RAU N'" ' Broun i~,~ Co.~rohon ~ 6950 Wesl 146th Streel, Suite 131 ApPle Valley, Minnesota 551248520 INTERTEC 612-431-4493 Fax:431-3084 E Com ressive Test of Concrete C linder ngineers and ScianMsh Serving P Y fhe Built and Nafural Environmenh Test Method: ASTM C 39, 6" x 12" Cylinder Date: August 1, 1996 Project Numbec: BODX-96-113C Project ClienC Descriprion: Mr. Chuck Dorsey Consavction Testing Services Signal Bank and Special Inspection 100 Signal Hills Signal Bank Addiflon-1270 Yankee Doadle Rd. West St. Paul, MN 55118 Eagan, Minaesota FIELD DATA: DESIGN DATA: Set Number: 7 Mix Design: slab mix Date Casr. 7/3/96 Supplia: Model Time Cast: not given Specified Air: not specified Measured Slump: not given Specified Strengih: 3500 Measned Air: not'given Truck or Ticket No.: not given Concrete Temperanae: not given Cylinders Per Set 4 Air Temperature: not given Cylinder Cast By: Contractor Liquid Added az Site: not giveu Sample Location: Slabon-Grade: Conference Room Field Notes: Sample Date Test Field Lab Test Msx Load Cyl Area Compressive Remarks No. Recvd Date Cure Care Age (pounds) (sq in) Strength, psi Code(s) 7A 7/10 7/11 7 1 8 84100 28.28 2980 B 7B 7/10 7/31 7 21 28 111230 28.28 3930 L 7C 7/10 7/31 7 21 28 102280 28.28 3620 L 7D 7/? 0 HOLD Specified Strength az 28 Days (psi): 3000 Remarks: B: The 8-day test result projects thaz the specified streagth will likely be met at the 28-day age according to a typical strength age relarionship. L: The average 28-day test result meers the required design suength. c: Mr. Guth Ristau: Langer Construc[ion Cnmpany BTa1II intertec Cocporation Ms. Creil Andeison: Anderson Group Mr. Craig Milkert, PE; Reigsted and Associates. Inc. rMr. 7ce VoeLs; Building Inspections, City of Eagan David T. Yoimgsrr Senior Engineerin i 96113c\conc.7 I B R U N SM Broun intertec Corporation 6950 West 146th Sheef, Suire 131 Apple Valley, Minnesota 551248520 512d37~4493 Faz:4313084 I N T E E C Engineers and Scientish Serving Compressive Test of Concrete Cylinder ihe Built and Nalura7 Environmenls Test MeWod: ASTM C 39, G' a 12" Cylinder Date: September 18, 1996 Project Number: BODX-96-113C Project Clienr. Descripflon: - Mr. Chuck Dorsey Coosuvction Testing Services Signal Banlc and Special Inspection 100 Signal FTills Signal Bank Addirion-1270 Yankee Doodle Rd. West St. Paul, MN 55118 Fagan, Mnne.sota FIEI.D DATA: DESIGN DATA: Set Number: 8 Mix Design: 4 Date Cast: 9/9/96 Supplier: AVR Time Cast: 9:00 am. Sperified Air: 7% Measured Slump: 6" to 8" after super plasticizer Specified Sffength: 3500 Measured Ait: 7% Trnck or Ticket No.: not given Concrete Temperature: not givea Cylinders Per Sec: 4 Air Temperazure: not given Cyliadec Cast By: Ray Larson of Langer Const. Liquid Added az Site: super plasdcv.er Sample Loratioo: Slab on deck (East side) Field Notes: Sample Date Test Field Lab Test Max Load Cyl Area Compressive Rematks No. Recvd Date Cure Cure Age (pounds) (sq in) Streugth, psi Cade(s) SA 9/16 9/16 7 7 89690 28.34 3160 B Sperified Sueagth at 28 Days (psi): 3000 Remarks: B: The 7-day test resalt projacts that the sperified strength will likely be met az the 28-day age accordin8 to a typicai strength age relationship. c: Mr. Garth Ristau; Langer Coasuuction Company Braim Intertec Co:porarion Ms. Craii Andetson; Andesson Group Mr. Craig Mi1keR, PE; Reigsted aad Assoaates. Ina W. Jce Vcels: Suilding Tnspectioas, Ciry of Eagan David T. Youngs Senior Engineering ~it 96113ckonc.8 ; . . . B R U N SM Braun Intertec Corporafion t' 6950 West 746th Street, Suile 131 Apple Valley, Minnesora 551248520 612-431-4493 fax:4313084 I N T E E C - Engineers and Scientish Serving Compressive Test of Concrete Cylinder fhe Built and NaNral Environmenh Test Method: ASTM C 39, G' a 12",CyHnder Date: September 18, 1996 Project Nimmber: BODX-96-113C Pro1ect Clienc Description: Mr. CLuck Dorsey Construaioa Testing Services - Signat sank and special In.cpecaon 100 Signal H'ills Signal Bank Addition-1270 YankeE Doodle Rd. West St. Paul, MN 55118 Fagan, Minnesota FIELD DATA: DESIGN DATA: Set Number: 9 Mix Design: 4 Date Cast: 9/10/96 Snpplier: AVR Time Cast 8:00 am. Specit'ied Air: 7% Measured Slump: 6" to 8" after super plasflcizer Specified Srrength: 3500 Measured Air: 7% Truck or Ticket No.: not gven Conctete Temperanue: not given Cylinders Per Set: 4 Air Temperazure: not given Cylinder Cast By: Ray Larson of Langer Coost. Liquid Added az Site: supes plasticizer Sample I.ocatian: Slab on detk (West side) Field Notes: Sample Date Test Field Iab Test Max Load Cyl Area Compressive Remarks No. Recvd Date Cure Cuue Age (pounds) (sq in) Strength, psi Code(s) 9A 9116 9117 6 1 7 75020 28.34 2650 B Spetified Strength at 28 Days (psi): 3000 Remarks: B: TLe 7-day test result projects that the specified strength will likely be met az the 28-day age according to a typical strength age relatioaship. c: Mr. Gacth Ristau; Langer Constxuction Company Braun Intertec Corporation Ms. Gaii Anderson; Anderson Group Mr. Craig Milkert, PE; Reigsted and Associates, Ina ` Mr. 7ce Voels; Building lnspections, City of Fagaa David T. o~mgstro Senior Engineering ' tan 96113ckonc.9 , B RA V N~M Bmun Inferfoc Corpwafien 6950 Wasi 7461h Sheet, Suife 131 I N T E E C APP~ Valley, Minnesoia 5512b8520 612431,4493 Fax:431-3084 E Com ressive Test of Concrete C linder rtgineen ond Scienfish Serving P Y Ihe Built and NaNrof Environmenh Test Method: ASTM C 39, G' a 12" Cyiinder Date: October 28, 1996 Project Nmnber: BODX-96-113C Project C7ient Desaipaon: W. Chuck Dorsey Construpion Testing Services Signal Bank and Special lnspecflon 100 Signal Hills Signal Bank Addiflon-1270 Ysnkee Doodle Rd. West 5G Paui, MN 55118 Eagan, Minnesota F1ELD DATA: DESIGN DATA: Set Numbu: 10 Mix Design: 1 Date Cast: 9/24l96 Supplier: AVR Time Cast: no[ given SpeciSed Air: not specifwd Measiaefl Slump: not given Specified Strengtb: 3000 Measured Air: not given Tnidc or Ticloet No.: not given Concrete Temperanue: not given Cylinders Per Set 4 Air Temperature: not given Cylinder Cast By: Conaacmr Liqnid Added az Site: none Sampie Locaaon: Footing: Pylon sign Field Notes: Sample Date Test Fieid Iab Test Max Load Cyl Area Compressive Remarks No. Recvd Date Cure Cure Age (pounds) (sq in) Strength, psi Code(s) 10A 9126 10/3 2 5 7 96240 2836 3400 F lOB 9/26 10/24 2 26 28 130980 2830 4630 L lOC 9/26 10/24 2 26 28 127340 28.30 4500 L Specified Streagih az 28 Days (psi): 3000 Reatarks: F: The specified 28-day strength was met az the 7-day age according co the above test results. L: The average 28-day test result meets the required desgn strength. c: Mr. Gacrh Ristau; Ianger Constcuction Company Ms. Gail Anderson; Anderson Gcoup Braun Intertec Cocporation Mr. Craig Milkert, PE; Reigsted aad Associates, Iac. ~ Mr. 7ce Vcels; Building Inspecaons, City of Eagan David T. Youngs Senior En ' s' tan 96113c1coac.l0 . B RAU N'" Bro"" I„~` ~'p°.~~, 6950 West 146th Snee1, Suite 131 Apple Valley, Minnesota 551248520 I N T E E C 612-431-4493 Fax:4313084Engincen and Scienlish Serving Compressive Test of Concrete Cylinder the 8uill and Nafural Environmenh Test Method: ASTM C 39, 6" a 12" Cylinder Date: October 9, 1996 Project Nimmber: BODX-96-113C Projecf. ClieaC. Desciiptioa: Mr. Chuck Dorsey Consuudion Testing Services Signal Bank and Speciai Inspection 100 Signal Hills Sigaal Bamk Addiflon-1270 Yankee Doodle Rd. West St. Paul, MN 55118 Eagan, Mmne,aota FIELD DATA: DESIGN DATA: Set Number: 8 Mix Design: 4 Date Cast: 9/9/96 Supplier: AVR Time Cast: 9:00 a.m. Specified Air: 7% Measured Slump: 6" to 8" after super plasticizet Specified Stength: 3500 Measured Air: 7% Truck or Ticket No.: not given Con¢ete Temperamre: not givea Cylinders Per Set: 4 Air Temperature: not givea Cylinder Cast By: Ray Larson of Langer Const. Liquid Added at Site; supea pJasticizer Sample Location: Slab on detk (East side) Fieid Notes: Sample Date Test Field Lab Test Max Load Cyl Area Compressive Remarks No. Recvd Daze Cure Cure Age (pounds) (sq in) Strength, psi Code(s) 8A 9/16 9/16 7 7 89690 2834 3160 B 8B 9/16 10/7 7 21 28 127500 2834 4500 L 8C 9/16 10/7 7 21 28 130500 28.34 4630 L Specified Strength az 28 Days (psi): 3000 Remarks: B: The 7-day test result projects that the specif"ied strength will likely be met az the 28-day age acmrding W a typical strength age reLVions6ip. L: 1he average 28-day test result meeu the required desigu strength. c: Mr. Crarth Ristau; Langer Construction Company BYaun Intertec Corporaaon Ms. Creil Anderson: Anderson Group Mr. Craig Milkert. PE; Reigsted and Associates, Inc. ~ Mr. 7ce Vcels; Building lnspections, City of Eagan David T. Youngsrro Senior Engineesing t 96113ckwc.8 B R U N SM Broun Intertec <orpewKon 6950 West 146th Street, Suite 731 I N T E E C ~+PP~ Valley, Minnesota 5572b8520 612d31,403 Fax:4313064 Engineers and Scienfisb Serving Compressive Test of Concrete Cylinder the Builf and NaNral Environmsnn Test Methad: ASTM C 39, 6" a 12" Cylinder Date: October 9, 1996 Project Nimmber: BODX-96-113C Project Clienc Desciipaon: Mr. Chuck Dorsey Coostruction Testing Services Signal Baok and Sperial Inspection 100 Signal FTills Signal Bank Addiaon-1270 Yankee Doodle Rd. West St Paul, MN 55118 Eagan, Minnesota FIELD DATA: DESIGN BATA: Set Number: 9 Miz Design: 4 Date Cast 9l10/96 Supplier: AVR Time Cast: 8:00 a.m. Specified .tir: 7°k Measm-ed Slmnp: 6" to 8" after super plasdcizer Specified Strength: 3500 Measured Air: 7% Truck or Ticket No.: not given Concaece 'fempetazure: not given Cylindecs Fec Set: 4 Air Temperazute: not given Cylinder Cast By: Ray Larson of Langer Const. Liquid Added at Site: super plasflcizer Sample Location: Slab on deck (West side) Eield Notes: Sample Date Tesc Fietd Lab Test Max Load Cyl Area Compressive Remazlcs No. Recvd Date Cure Cure Age (pounds) (sq in) Strength, psi Code(s) 9A 9116 9117 6 1 7 75020 28.34 2650 B 9B 9116 10/8 6 22 28 106870 28.34 3770 L 9C 9/16 10/8 6 22 28 109720 2834 3870 L Specified Strength at 28 Days (psi): 3000 Remarks: B: The 7-day test result projeas that the specified strength will likely be met az the 28-day age according to a rypical strength age relationship. L: T'he average 28-day Cest result meets the requized design strength. c: Mr. Garrh Ristau; Langer Construaion Company Sraun Inter[ec Corporation Ms. Gail Anderson; Aaderson Group Mr. Craig Milkert. PE; Reigsted and Associates, Inc. Mr. 7ce Vcels; Building Inspecdons, Ciry of F-agan David T. Yoimgsca Senior Engineering s s 961136conc.9 ~ B RAU N,M Broun In~r,.e ~.~on 6950 West 146th Streef, $uiM 131 Apple Valley, Minnesota 551248520 612d31-4493 Fox:431.3084 I N T E E C COIDPI'ESS?VC TESt Of COI1CI8tC Cj'HDd0r Engineen ond Scienfish Serving Test Method: ASTM C 39, Z 12° Cylinder the Built and Nafurol Environmenfs Date: October 8, 1996 Projeix Number: BODX-96-113C Projea Clien[: Desczipaon: Mr. Chuck Dorsey Consuuction Tesimg Services Signal Bank and Special Inspeetion 100 Signal Fiills Signal Bank Addition-1270 Yankee Doodle Rd. West St Paul, MN 55118 Eagaa, Nfmnesota FiELD DATA: DESIGN DATA: Set Number: 10 Mix Design: 1 Date Cast: 9124/96 Supplier: AVR Time Cast: not given Specified Air: not specified Measurefl Slump: not given Specified Strength: 3000 Measured Air: not given Truck or Ticket No.: not given Concreu Temperature: not given Cylinders Per Set: 4 Air Temperature: not given Cylinder Cast By: Contractor Liquid Added az Site: noue Sample Location: Footing: Pylon sign Field Notes: Sample Date Test Field Lab Test Max Load Cyl Area Compressive Remazks No. Recvd Date Cure Cure Age (pounds) (sq in) Strength, psi Code(s) 10A 9/26 10/3 2 5 7 96240 2836 5400 F Speafied Streagth az 28 Days (psi): 3000 Remarks: F: The specified 28-day strength was met at the 7-day age according to the ahove test results. c: W. Crarth Ristau; Langer Construction Company Ms. Gail Andersoa; Anderson Group Braun Intertec Corporation W. Craig bfilkert, PE; Reigsted and Associates, Inc. Mr. 7ce Voels; Building Inspecdons, City of Eagan David T. Youngsuv Senior Enginemiag [ 96113c1conc.10 f . B RAlJ N'" Broun l~.,~ Ca,~ro~on ~ 6801 Washington Avenue Saufh R~~~~~~~ ~C~ ~ ~ 4~~~ P.0.8oP39108 I N T E RT E C ~ 1 Minneo olis, Minnesota 55439A108 612-941-5600 Fax:941-4151 Engineers and Scientistr Serving lhe Buill and Naturol Environmenls' September 25, 1996 Project BODX-96-113C Mr. Chuck Dorsey Signal Bank 100 Signal Hills West St. Paul, MN 55118 Deaz Mr. Dorsey: Re: 5tructural Steel Nondestructive Examination Services, Signal Bank Eagan, Eagan, Minnesota Nondestructive examination services were performed on this project as authorized. These services were conducted from July 24 through September 5, 1996, on an on-call basis. The observations were performed by Len Vos, a level II technician quali6ed as an International Conference of Building Officials (ICBO) certified special inspector for structural steel and welding. Scope of Services During this time period, the following observations were performed. • Visual examinations of field welds • Bolting observations • Deck weld observations Results A summazy of the results for our services is described below. Copies of our Daity Observation Reports were left at the project after completion of each site visit. All observations performed were found acceptable as indicated below. For specific information, please refer to the attached Daily Observation Reports. Visual Weld Examinations. Visual weld examinations were conducted in accordance with American Welding Society (AWS) D1.1-1994, Sections 3.6 and 8.15 requirements. These observations were performed at the following locations. Signal Bank - Project BODX-96-113C September 25, 1996 Page 2 Location Level Description Remarks A-K, 1-4 Upper New column base plate to existing Acceptable beam fillet weld, detail 19/S2 A-K, 1-4 Upper Perimeter stub tube steel post to Acceptable existing beam fillet welds, details 8 and 9/S2 A-K, 1-4 Upper Perimeter tube steel post to new Acceptable tube steel beam fillet welds, detaii 8 and 9/S2 D-G, 2-3 Upper Beam clip to existing beam fillet Acceptable lweld, 11 and 12/S2 G-7, 4-5 Entrance Bar joist fillet welds Acceptable cano A-K, 1-4 Roof Bar joist fillet welds Acceptable 3, A-D Upper Beam clip to existing beam web Acceptable fillet weld, 11, 141S3 A-K, 1-4 Roof Perimeter angle to beam fillet Acceptable welds D-J, 2-3 Roof Louvered screen wall post framing Acceptable fillet welds, 1 and 2/S3 A-K, 1-4 Roof Light gage steel stud to perimeter Acceptable angle fillet welds, 16 and 17/S2 A-K, 1-4 Roof Baz joist to perimeter light gage Acceptable steel kicker fillet welds, 16 and 17/S2 A-K, 1-4 perimeter Upper Kicker and horizontal angle iron Acceptabte 6race fillet weld per 8/S2 and S.SK9 A-C, 3-4 Upper Channel to 6eam bottom flange Acceptable fillet weld per 1 1/S3 Signal Bank - ' Project BODX-96-113C September 25, 1996 Page 3 Bolting Observations. Bolting observations were conducted to determine the bolt torque of the hexhead bolts to be fastened in accordance with AISC specification for A325 high strength bolts. Listed below aze the locations in which bolting o6servations were performed. Location Level Descrip[ion Remarks A-K, 1-4 Roof A325 high suength bolted Acceptable connections Line 4, A-D Upper A325 high strength boited Acceptable connections G-J, 4-5 Canopy A325 high strength bolted Acceptable roof connections Deck Weld Observatians. Deck weld observations were conducted in accordance with AWS D1.3-1989, Section 4.5 requirements. Listed below are the results of these observations. Location Level Description Remarks D-G, 2-3 Upper Form deck welds and side lap Acceptable A-D, 3-4 fasteners G-J, 4-5 Canopy Deck welds Acceptable roof A-K, 1-4 Roof Deck welds and side lap fasteners Acceptable It is our opinion that at the time of our last observation there were no outstanding discrepancies remaining on this project at the areas listed. General Services performed by the Braun Intertec technician for this project have been conducted in a manner consistent with that level of care and skill ordinarily exercised by members of the profession currently practicing in this azea under similaz budget and time restraints. No warranty, expressed or implied, is made. This test report contains only findings and results arrived at after employing the specific test procedures and standards listed herein. It is not intended to constitute a recommendation, endorsement, or certification of the product or material tests. 5ignal Bank - Project BODX-96-113C September 25, 1996 Page 4 It has been a pleasure to be of service to you on this project. If you have questions regazding this report, or if we can be of further assistance, please call Len Vos at (612) 942-4968 or Marv Denne at (612) 942-4823. Sincerely, Len Vos NDE Leve echnician aM'Yiv~ ~ Marv C. Denne Manager-NDE Services Attachments: Daily Observation Sheets c: Mr. Garth Ristau Langer Construction M[. Gail Anderson Anderson Group Mr. Craig Milkert City of Eagan Mr. Greg Bialon Braun Intertec (Apple Valley) Iv\mcd:mjalbodxVpt\96113c B it A V N s~ Special Inspector Daily Report Page r of ~ INTERTEC C,tYaF <~pa~ Raport Numbec: S~*'Nc-Fc,rat ,Saee/' -Ar-/ Date nf This Report: 7- a y-9G oD,r- q~. /i 3 c Project IYame: g„ ,c G,., Project No.: 13 Project Address: -I a 7 0 1VA kee /7~ .I/~e e 4j - Client: Client Project No.: Weather: ~ /,,,,.Wti Temperature: 70 °F Type of [nspection: Inspection Coverage: ? Continuous ? Masonry ? Rebar Placement ? Foundations ~ Periodic Welding ? Concrete Placement ? Fireproofing ? Boltin ? Tendon Placement ? Other Did the architect or en ineer authorize chan es to cit a roved lans? Yes ?(Listed Below) No ? Description and location of work completed: U#g=L~ bo1A- P(°'K m u~ c o r V+~ z~c fi..~ 6 ~%~e1~ aA~`~/s . ~'Tl-t c~~,~i ~ c~. ~..Ic wZ.~c~ a~/ r~ra u l3cSe ~_-f? f,~.~,oa~~~ rL X0'-2 rLSf. ~~~1 WO IlN* Agce Dyp--k2 cr ?~aC Maa<k -40 4e- /n~~wG.~ G(I RI~CH4~ ~ Cof hau ~(ale ~ oi-a~L-4 w~/ a~~a h Ilec~' c c/}d-/c 2dr~~3--QC~4S~, aK [ /~LG Z ~'c~2S ? I~~i~~2s ~ /2 r~/. ~r~GdG,'/ S'~arJS ! at/ a~o~.....c~ . List [ests performed: M sfwj~ +4L¢ 5(.ee.( p s+ he°"^ °"'Z- Ufe1-4~ %y " .C//.ef 2 Y ~z r .c /,e 5:.6 , , <..,el:rl a • Are there any discrepancies noted from this day's observations? Yes ~ Ido ? • Are there any outstanding discrepancies on this project? Yes 91 No ? • If yes; see attached Summazy Sheet. To the best of our knowledge, work inspected was done in accordance with the approved plans, specifications and appl+cable workmpnship provisions of the UBC, except as noted above. C er_. Z Date: Signed: Print Full Name: 05 I.D. Number: (white copy to Braun Intertec,file. Blue copy to Genera! Contractar.) IrmVapecinsp.9 I/25195 BRAU N " Continuation of I NTE RTEC Special Inspector Daily Report Page of c;cy oe Report Number: l Date of This Repprt: 7' ~ y S z Project Name: &~/c Project No.: 6`//3C (Note: 7Siis is a continuation of a reparr. The first page of this report has information which should not be ,separated from this continuation.) i,"s 4' J-t I(2W- -GCc 3-LF -~4' 4c~rn,4 Sjc ~it/n r'.(a. la,o ~a a.. Q 4•D.7- (Cuo 4 -,e, l~ bov d- C L2-4-' e6.P~ -nc'c~.r"/~•~ ALa t..Q~ ~ S'~n.o{i..1~1 L.. f'..~¢f f2 f`i Zc? r 02 . - d¢~ l.t+d~ !ov Fz s lo Iu. - rk,L/e It~i,t~I,o9.- (2~ f4 -A 3-Y ~ To the best of our knowledge, work inspected was done in accordance with the approved plans, specifications and applicable workmanship provisions of the UBC, except as noted above. 3igned: --7- - 17L~~- Date: 7 --~P (F-9C Print Full Name: LR^- C4S I.D. Number: (White copy to Braun Inrertec fle. B(ue copy ro General Cnntractor.) fnn\specinap.422 4124/96 -B R A V Nm Special Inspector Daily Report Page of INTERTEC Cityof ~9qn Report Number: ,ff/~~~c~ S'Ae¢ll Date of This Report: Project Name: „a/ ¢~Q G. Project No.: ProjectAddress: /,970 Client: J:•s~rc/ ,5~,,/c Client Project No.: Weather: C/u,f4 Temperature: 7d F Type of Inspection: Inspection Coverage: ? Continuous ? Masonry ? Rebar Placement ? Foundations ID Periodic 10 Weiding ? Concrete Placement ? Fireproofing ? Boltin ? Tendon Placement ? Other Did the architect or en ineer authorize chanes to cit a roved lans? Yes ?(I.isted Below) No ? / Description and location of work completed: _LL~2-r A- ~if 3 a-_v~f~ C~P.~~ LJPId~' a,..c~ r•~ /ao dtter~ef ~ accc~/~.~m ~olz . ~~o.zf Ra Ccrso a..~_~.~,-~ r~ -is c~a~~y hafes o 7-~6-56 Ce~~< bc~.2 rj¢ -6 2.r•t~'nq /.i` .117&V 4-'P1f c c~ .5776,~ sA4.( C t~., -Fu n~.:.u f~5z J-;.e¢Q dr SS rq...ef t` / (~v.. ~ ~ Z ~•-t c~czl~(.t ~-+`Cl-~e~ af -fwo s 'c,Ge.J <onuerrch~., c,-r?4, ~7~s 4.( o~ ra q/M • l~r~ RQ '4 r~+d . 6im tmm-perfmm,ed.: c~ ~ou ra o clec, E c A lJs- ~«•fl.~~ ~/-S, G_-s- • Are there any discrepancies noted from this day's observations? Yes 9 No ? • Are lhere any outstanding discrepancies on this project? Yes ? No ? • If yes, see attached Summazy Sheet. To the best of our knowledge, work inspected was done in accordance with the approved pians, specifications and applicable workmanship provisions of the UBC, except as noted above. Signed: Date: Print Full Name: La-+ ~ s I.D. Number: ~ Q S6 ~ (White copy to Braun Intertec fi[e. Blue copy to Genera! Contractor.) frm\specinap.d I12$195 ' BRAUN' Continuation of i NTE RTEC Special Inspector Daily Report Page of 4~ City of aqa &.7 RepoR Number: Date of This Report: ProjectName: ProjectNo.: 6o1)X-96 -l/3 C (Note: This is a continuarion of a repon. The first page of this report has infonnation which should not be separ¢ted from rhis continuation.) Xc-OL lg' ~ c! i ~ (~7_~~ic~c w2/dr ati. ~ r '~e ~4A ~.r ~e„ e !'s c+ccaDF~,S ~ w.'f~ e rce.ofn•. 4:,Q t•~t 3~/ nteec~s rec..~P./c%Ks dua ~ t~ec~ . c.,f a...,ay +4 .•Kr~clr '16 .62 -f~1(ef WP~l_ 62fG¢~db~Q fc 3-4 ! -3 e uJF.~-2 ~ o,yr- ~(q,~ `~s ~~53 Cer-6,4/Ic~ wel~a~ c%~:~ S~ews 4~12/al r ~ a l-/ ai-a d Aasf ~ 4n4/~z :ra o <L a.~ pn~ /A :ro~. ciasl . ~~-a c jq re$,i .r c adc~' tiC,v bl WQ~'~ 9 - ,4 •3 LS' ~,l~e~ c .,o cf:~~cr c ~ L AD~~ ~oa ~ ~ ~ c~ •~2y ~i4LA2 ~e%FS ~.J,4'c4 a.-2 t1e4- 4!3(,-f2.nc~ To the best of our knowledge, work inspected was done in accordance with the approved plans, specifications and applicable workmanship provisions of the UBC, except as noted ahove. Signed: 1`?-- v~ _ Date: CF-- Print Full Name: Ge~+ ~/ds I.D. Number: _ 70 16~ (White copy to Braun /nterrec file. Blue copp to General Cnntracmr.) fnnlspecinsp.422 4l24196 BRAU N'm Special Inspector Daily Report Page ~L of / INTERTEC CiryoF Report Number. 'S vDate of This Report: Project Name: 6,V-1 Project No.: , - ~ Project Address: ' - Clienr. s AWAY Client Project No.: Weather: Temperature: Type of Inspection: Inspection Coverage: ? Continuous ? Masonry ? Rebaz Placement ? Foundations ~ Periodic ~ r'O Welding ? Concrete Placement ? Fireproofing Boltin ? Tendon Placement ? Other Did the architect or en ineer authorize chan es to cit a roved lans? Yes ?(I.isted Below No Description and location of work completed: 1//,SL1Q /I ! /i C h STGI A)FL4SC~ '~PJ-/11PZ!' d / Ari-k .SJ - -Lra~ I` - \ d{7/ J- ff'TCta / T~ ( r~~~ pT L(.L~'Gt~S f.~^PQiit b~P f7d t[, l'C'P!' l~1(~~ ~oLS~~V 7`z7 ~~'PN hF/' '~j~ ~%L ir7C Ci'e t i~ inrnilN.rs /D lexaalo~ll~aaC•4~~eG` X/'!/VA/~ .''f-/C.P d " + zl i 2S/ ~c'~ 41) ovr P 42 /-GCF+ /.1-t r/l n`~ •c~~kc/i4~ 1~~~.2C~lac. u~?Y~I List tests uerformed: laIlL • Are there any discrepancies noted from this day's observations? Yes ? No ? • Are thqre any outstanding discrepancies on this project? Yes ? No ? • If yes, see attached Summazy Sheet. To the best of ou o e, work inspected was done in accordance with the approved pians, specifications and applicabie work hip p visions of the UBC, except as noted above. Signed: `i ,C Date: Print Full Name: I.D. Number: (white copy ta Braun lntenec file. Blue copy to General Contractor.) Irm\specinsp.4 1/25195 ' B RAU N" gpecial Inspector Daily Report Page of ~ I NTE RTEC City of n, Report Number: S 5' 44i Y, Date of This Report: Project Name: Project No.: " B a DX-9 Project Address: Client: S••9Ka/ ~6~/c Client Project No.: Weather: Temperature: Type of Inspection: Inspection Coverage: ? Continuous ? Masonry ? Rebaz Placement ? Foundations 19 Periodic Welding ? Concrete Placement ? FireQroofing EL Bol[in ? Tendon Placement ? Other Did the architect or en ineer authorize chan es to cit a roved lans? Yes ?(Listed Belvw) No ? Description and location of work compieted: ~ -e/ A-~~ y m//ex~ACrf a.,,c! T~.s~ r 1~ I,4-)2~ ~/~G~ co ~~c~•a..r f~-/c./-S~ ~ -T C+ - f' - 4' ccG,4~o6 °ti~T~. G o 1~1 , a ~ f ' ~ tiew Ll~ - (7y) Pll `~A~? Q Cle 40 6 a~cs.. O ~.`nR. ~f 3-q-~ n r c q;tgg tC3 ~A ~Jet VEtd~ rrr+PD.4. L.~D +-r r....:.~C -di~~m~WP~LOS ~h-~ o~'J gvX.. Nlr...1 GOMIO6f/4-F- Q ~ ~wAC~ ~CCF-+/T~ oa E S~PB~ .~O ('/Q f/[d,~ kza Cai7n2G",f'D~^S n~ ~b r/7 S~- Rr~4 QCL~r~2 0~ fv~ r4. ~ wle 6 f{Z - s•`CLe o~~a~ 4 r e c.~ r~~~ r~'o a/ wEl~~w aa.r- c~e~• / a' /N,l t A rJ4 c jr ~ • o c/io-~,./ ' /x.. ~c a ~ a-,~ 3-ai • Are there any discrepancies noted from this day's observations? Yes 10 No ?%fe"" • Are there any outstanding discrepancies on this project? Yes m No ? • If yes, see attached Summary Sheet. To the best of our knowledge, work inspected was done in accordance with the approved plans, specifications and applicable workmanship provisions of the UBC, except as noted above. Signed: Date: PrintFull Name: Zeoi vo,r J.D. Number. -70 7^4 rF (Whire copy to Braun Intenec file. B(ue copy to General Conrracror.) I'rm\specinap.4 I/25195 oBRA V N 3M Special Inspector Daily Report Page { of ~ INTERTEC C,tyof C -q Aeport Number. Sfee/ zo, S Date of This Report: Project Name: Project No.: 3 DD X-`) 6- i/ 3 C Project Address: / a 7 o y > r bo o" if Client: Client Project No.: Weather: Temperature: "7 ~-r' F' Type of Inspection: Inspection Coverage: ? Continuous ? Masonry ? Rebaz Placement ? Foundations BE Periodic EV Welding ? Concrete Elacement ? Fireproofing ? Boltin ? Tendon Placement ? Other Did [he architect or en ineer authorize chan es to cit a roved lans? Yes ?(Listed Below) No ? Description and location of work completed: LA#,t,- /Z7~ dv~...~•a o T 7 - 3 - ~o . 4-C, T aa 6ar ~o S~ ~ ~ Sl.~ ~aSSZ C-F~P ~L IIP~ u~2~~ coKnec~+oHJ List tests performed: fj-~ .14 b • Are there any discrepancies noted from this day's observations? Yes ? No :0 • Are theze any outstanding discrepancies on this project? Yes ? No S • If yes, see attached Summazy Sheet. To the best of our knowledge, work inspected was done in accordance with the approved plans, specifications and applicable workmanshi rovisions of the UBC, except as noted above. Signed: JL Date: 9- S- 96 Print Full Name: ze., ~/o S I.D. Number; ~a ~16k (White copy to Braun Intenec,file. Blue copy to General Cnntracror.) Irm\xpecinsp.4 Il25/95 ' - • B R U N SM Bravn Mtertec Corpomfion 5950 West 146th Sheet, Suite 131 . I N T E RT E C Apple Valley, Minnesota 551248520 672d31d493 Fax:4313084 Errgineers and Scienfish Servirg the 8uilr and Nalurol Environmenh December 3, 1996 Project BODX-96-113C Mr. Chuck Dorsey Signal Bank 100 Signal Hills West St. Paul, MN 55118 Deaz Mr. Dorsey: Re: Summary Report far Speaal Inspecdons and Consuuction Testing Services, Sigaal Bank Addition, 1270 Yankee Doodle Road, Eagan, Minnesota As requested by W. Russ Zellmez of Langez Construction Compaay, we have prepazed tkris report to provide a summary of the special inspections and consliuction testing services performed at the above referenced project. The special insQecrions included observing the placement of the concrete reinforcemeat and weld and boltiag observations af the structurai steel. The construction testing services consisted of compression testing af concrete cylinders. Reinforcing Observations The concrete reinforcement observations were conducted by a senior engineering assistant qualified as an International Conference of Building Officials (ICBO) certified speciai inspector for concrete reinforcemeat. Prior ro concrete placemeat, ohservations of the transverse footing reinforcemeat were performed. Based on our observations, the reinforcing was placed in general accordance wirh the available structural plaas and sQecifications. Daily observarion reports were left on-site with Mr. Ray Lazson of Langer Construction Company. Structural Steel Observations The stcuctural steel observations were performed by a level II techniaan qualified as an International Conference of Suilding Officials (ICBO) ceztified special inspector for structural steel and welding. The observations consisted of visual weld examinauons and bolting observations. At the time of our last observation there were no outstanding discrepaacies remaining on this projecs. A more detailed summary of our structural steel observations was submitted in our "StrucNral Steel Non-destructive Examination Services" report dateti September 25, 1996. 5ignal Bank Project BODX-96-113C December 3, 1996 Page 2 Concrete Testing Concrete testing was performed on footing and floor slab concrete. Tea sets (four cylinders per set) of compression test cylinders were cast by Langer Construction Company. The compression test results all met or exceeded the 28-day strength requirement. The compression test results were previously submitted and aze attached m this report. Summary Based on the resulu of our reinforcing observations, the trausverse footing reinforcing was placed in general accordance with the available structural plans and specificaUions. Based an the results of our structural steeI observations, no outstandiug discrepancies were noted of the welds and bolts observed. - Based on the results of our concrete tests, it appears the footing and floor slab concrete has met ihe 28-day strength requirement. General Remarks Services performed by the materials engineErs for this project have beEn conducted with t6at levei of care and skill ordinarily exercised by members of the profession currendy practicing in this azea. No wazranty, expressed or implied, is made. , Signal Bank Project BODX-96-113C December 3, 1996 Page 3 It has been a pleasure providing these services for you. 1f you have any questions regazding this report, please contact Dave Youngstrom at (612) 431-4493 or John Cazlson at (612) 942-1783. 5incerely, David T. Youngstr Senior Engineeri sis t Professional Certification: I hereby certify that this report was prepazed under my direct supervision and that I azn a duly Registered Professional Engineer under the laws of the State of Minnesota. 7ahn T. Cazlson, PE Senior Engineer Registration Number: 20663 Attachments: Compressive Test of Concrete Cylinders, Set Numbers 1 through 10 c: Mr. Garth Ristau; Langer Construction Company Ms. Gail Anderson; Anderson Group Mr. Craig Milkert, PE; Reigsted and Associates> Inc. Mr. Joe Voels; Building Inspecuon Dept., City of Eagan dry\jtc: c1b\96113 c\rpt i sRauN=M I NTE RTEC Compressive Test of Concrete Cylinder Test Method: ASTM C 39, 6" a 12" Cylinder Date: hme 18, 1996 Project Number: BODX-96-113C Project Clieat: Desaiption: Mr. Chuck Docsey Construction Tesdng Services Signal Bank and Special Inspection lpp Signai H'ills Signal Sank Addiaon-1270 Yankee Doodle Rd. West St. Paul, MN 55118 FaBan. lrfinnesota FIELD DATA: DESIGN DATA: Set Numbec: 2 Mix Design: 1 Date Cast: 5/20/96 Suppliet: AVR Time Cast: not given Specified Air: not specified Measurefl Slunp: not given Specified Streagth: 3000 Measured Air: not given Truck or Ticket No.: not given Conaete Tempeaature: not given Cyiinders Pa Set: 4 Air Temperature: not giveo Cylinder Cast By: Convactor Liquid Added az Site: noae Sample I.ocation: Piers: new canopy, east enuance Field Notes: Sample Date Test Field Lab Test Max Load Cyl Area Compressive Remarlcs No. Recvd Daze Cure Cure Age (poimds) (sq in) StrenBth. Psi Code(S) 2A 5/22 5127 2 5 7 65080 28.26 2300 B 2B 5/22 6/17 2 26 28 87200 28.27 3080 L 2C 5122 6117 2 26 28 85020 28.27 3010 L Specified Strength az 28 Days (psi): 3000 Remarks: B: The 7-day [est result projects that the specified strength will likely be met at the 28-day age according to a typical strength age relazionship. L: The average 28-day tesc result mePts the required design strength. r. Mr. Garth Ristau: Ianger Construction Company Braun Inter[ec Corporaaon Ms. Gail Anderson: Anderson Group Mr. Craig Milkert, PE; Reigsted and Associates, Inc. Mr. Ice Voels: Building Inspections, Ciry of Eagan David T. Youngs Seaior Engineerin sis 96113ckonc.2 v ~ eRauNsM INTERTEC Compreasive Test of Concrete Cylinder Test Method: ASTM C 39, 6" z 12" Cylinder Date: Juiy I, 1996 Projec[ Number: BODX-96-113C Project Client: Descripdon: Mr. Chuck Dorsey Consmtction Testing Services Signal Bank aLid Special Inspection 100 Signai Hi]]s Signal Bank Addiflon-1270 Yankee Doodle Rd. West St. Paul, MN 55118 Eagan, Minnesota F1ELD DATA: DESIGN DATA: Set Number: 3 Mix Design: 3 Date Cast: 6/3/96 Supplier: AVR Time Casr. 8:00 am. Specified Air: 6.0% Measured Slump: not given Specified Strength: 3500 Measured Air: not givea Truck or Ticket No.: not given Conaete Temperature: not giveu Cylinders Pa Set: 4 Air Tempera[ure: 56° F Cylinder Cast By: Dave with Axle Oman Liquid Added az Site: not given Sample I.acatioa Sidewalk: new eatrance Field Notes: Sample Daze Test Field Iab Test Max Load Cyi Area Compressive Remarks No. Recvd Date Cure Cure Age (pounds) (Sq in) Suength, psi Code(s) 3A 6/4 6/10 1 6 7 110060 28.28 3890 F 3B 614 7/1 1 27 28 141000 28.26 4990 L 3C 6/4 7/1 1 27 28 153810 28.26 5440 L Specified Strength at 28 Days (psi): 3500 Remarks: F: The specified 28-day strength was mec az the 7-day age aocording to the above test results. L: The average 28-day test result meers the required design streagth. c: W. Crarth Ristau; Ianger Construction Company Ms. Gail Anderson; Anderson Group Braun Intertec Corpora[ion Mr. Craig Milkert, PE: Reigsted and Associates, Iac. Mr. 7oe Vcels; Building Inspec[ions. Ciry of Eagan ~David T. Youngstr Senior Engineerin t 96113ckro¢c.3 v ~ s Rau N,M INTERTEC Compressive Test of Concrete Cylinder Test Method: ASTM C 39, 6" a 12" Cylinder Date: 7uly S, 1996 Projea Number: BODX-96-113C Project Client: Desaiption: W. Chuck Dorsey Construction Testing Services ' Signal Bank and Special Inspection 100 Signal Hills Signal Bank Addition-1270 Yankee Doodie Rd. West St Paul, MN 55118 Eagan, Minnesora FIELD DATA: DESIGN DATA: Set Number: 4 Miz Desiga: 3/8 pump mix Date Cast: 6/7/96 Supplier: AVR Time Cast: 8:30 am. Specified Air: not specified Measured Slump: Syz" Specified Stteagth: 3500 Measurefl Air: not given Tiuck or Ticket No.: 111 Conaese Temperazure: not given Cylinders Per Set: 4 Air Temperaaae: not givea Cylinder Cast By: Ray Lazson with Langer Liquid Added at Site: not given Sample Locaflon: Slab-in-Fill: plunbing trenches Field Notes: Sample Date Test Field I.ab Test Max Load Cyl Area Compressive Remazks No. Recvd Date Ciue Cure Age (pounds) (sq in) Sirength, psi Code(s) 4A 6/12 6/14 S 2 7 91810 28.35 3240 B 4B 6/12 7/5 5 23 28 144640 2826 5120 L 4C 6/12 7/5 5 23 28 138930 28.26 4920 L SQecified Slrength az 28 Days (psi): 3500 Remarks: B: The 7-day test result projects that the specified snength will likely be met at the 28-day age according to a typical strength age relarionship. L: The average 28-day test result meets the required design strength. c: Mr. Garth Ristau; Langer Construction Company Bra°II Iatertec Co:poration Ms. Gail Anderson; Andersoa Group W. Craig Milkert, PE; Reigsted and Associates, Inc. ~ Mr. Jce Voels; Buiiding Inspections, City of Eagan avid T. oungs u Senior Engineain s' . 96113c1conc.4 c/ - sRwuN INTERTEC Compressive Test aP Concrete Cylinder Test Method: ASTM C 39, 6" a 12" Cylinder Date: July 17,1996 Project Nrrmber: BODX-96-113C Project Client Descripaon: Mr. Chuck Dorsey Coosuuction Tesring Secvioes Signal Bank and Special Inspecaon 100 Signal Hills Signal Bank Addiaon-1270 YankeE Doodle Rd. Wcst St. Paui, MN 55118 Eagan, Minnesota FIELD DATA: DESIGN DATA: Set Number: 5 Mix Dcsiga: 3 Date Casr. 6/19/96 Supplia: AVR Time Cast: 11:00 am. Speafied Air: not speci8ed Measured Slump: 4" Specified Strength: 3500 Measured Air: not givea Tnuk or Ticket No.: not given Concrete Temperazure: not givea Cylinders Per Se[: 4 Air Temperawre: not given Cylinder Cast By: Dave with Axel Oman Liquid Added at Site: not given Sample Lacation: Footings: conferance room Field Notes: Smmple Date Test Field Lab Test Max Load Cyi Area Compressive Re¢iazks No. Re.vd Date Cure Cure Age (pounds) (sq in) Slrength, psi Code(s) SA 6/24 6126 5 2 7 90190 2831 3190 B SB 6/24 7117 5 23 28 122040 28.26 4320 L SC 6124 7l17 5 23 28 123570 28.26 4370 L SD 6/24 HOLD Specified Strength az 28 Days (psi): 3500 Remarks: S: TLe 7-day test result prajects tbat the specified strength will lilcely be me[ at the 28-day age accordimg w a typical strength age refationstrip. L: The average 28-day test result meets t6e required design strength. c: Mr. Garth Ristau; Langer Construction Company Braun Inr/ter[ec CmWradon Ms. Gaii Anderson: Anderson Group Mr. Craig Miikert, PE; Reigsted and Associates. Inc. b~ Mr. Joe Voels; Buildmg Iaspecaoas, Ctry of Eagan vid T. Youagstrom giar Engineering Assistant 96113c1tone.5 . ? - sRauW I NTE RTEC Compressive Test af Concrete Cylinder Test Method: ASTM C 39, 6" a 12" Cylinder Date: Inly 25, 1996 Project Number: BODX-96-113C Project Clieac Descxipdon: Mr. Chuck Dorsey Constraction Testing Services Signal Bank and Special Inspecdon lpp $ignal mlls Signal Bank Addition-1270 Yankee Doodle Rd. West SG Paul, MN 55118 Eagaa, Minnesota FIELD DATA: DESIGN DATA: Set Number: 6 Mix Design: 3 Date Cast: 6127/96 Supplier: Madel Time Cast not giveo Specified Air: not specified Measured 51ump: not given Specified Streagth: 3000 Measured Air: not given Truck or Ticket No.: not given Coneete TemperaNre: not given Cylinders Pa SeC 4 Air Temperature: not given Cylinder Cast By: Contractor " Liquid Adde3 at Site: not givea Sampie I.ocatiou: Piers: Coofaence Raom Field Notes: Sample Date Test Field Iah Test Max Load Cyl Area Compressive Remarks No. Recvd Date Cure Cure Age (powds) (s9 in) Suength. Psi Code(s) 6A 7l3 7I4 6 1 7 75644 28.27 2680 S 6B 7l3 7125 6 22 28 132270 2833 4670 L 6C 713 7/25 6 22 28 130590 28.33 4610 L 6D HOLD Specifie3 Strength at 28 Days (psi): 3000 Remarks: B: The 7-day test result projects that the speci6ed sa'eagth will likely be met az the 28-day age accarding to a typical sttength age relationship. L: The average 28-day test result meets the required design sttength. c: Mr. Crarth Ristau; Langer Construction Company BrmII Intertec Corporation Ms. Geil Anderson: Anderson Group ~ Mr. Craig Milkert, PE; Reigsted and Associates, Inc. Mr. Joe Vceis; Building Inspections, City of Eagan David T. Youngstro Senior Engineeriag si tant 961136kronc.6 ? BRAUN'" + • INTERTEC Compressive Test of Concrete Cylinder Test Method: ASTM C 39, 6" a 12" Cylinder Date: August 1, 1996 Project Number: BODX-96-113C Project Ciient Desaipaon: W. Chuck Dorsey Construcuion Testing Services Sigaal Sank and Special Inspection 100 Signal Hills Signal Bank Addirion-1270 Yankee Doodle Rd. Wes[ St. Paul, MN 55118 EaSan, M9nnesota FIELD DATA: DESIGN DATA: Set Numher: 7 Ivf'ix Design: slab mix Date Cast: 7/3/96 Supplier: Model Time Cast not given Speafied Air: nat specified Measured Slutnp: not givw SpeciSed Strength: 3500 Measured Air: ao[ given Tr¢cJc or Ticket No.: not givw Concrete Tempaature: not given Cylinders Per Set: 4 Air Temperazure: not given Cylinder Cast By: Conuactor Liquid Added at Site: not given Sample Locazion: S1ab-on-Grade: Conference Room Field Notes: $ample Daze Test Field Lab Test Max Load Cyi Area Compre.csive Remarks No. Recvd Date Cure Cure Age (pounds) (sq in) Strength, psi Code(s) 7A 7/10 7/11 7 1 S 84100 28.28 2980 B 7B 7110 7131 7 21 28 111230 28.28 3930 L 7C 7/10 7l31 7 21 28 102280 28.28 3620 L 7n 7no xoi.n Specified Suength az 28 Days (psi): 3000 Retnazics: B: The 8-day test result projects that the specified strength will likely be met at me 28-day age accordin8 to a rypical strength age relationship. L: The average 28-day test result meeu the required design strength. c: Mr. Cruth Ristau; Ianger Consavction Company BrmII I°tertec Corporation Ms. Crtil Anderson; Anderson Group ~ Mr. Craig Milkert, PE: Reigsced and Associates. Inc. ' ~r Mr. Jce Voe1s; Buiiding Inspections, City of Eagaa David T. Youngstr . Senior Engineerin 96113c1couc.7 / s Rau NsM INTERTEC Compressive Test of Concrete Cylinder Test Method: ASTM C 39, 6" a 12" Cylinder Date: October 9, 1996 Projea Namber: SODX-96-113C Project ClienG Desaipflon: W. CLudc Dorsey Consuucuon TesHng Services Sigaal Bank and Special InspecGOn 100 Signal Hills Sigoal Bank Addiaon-1270 Yankce Doodle Rd. West SL Paui, MN 55118 Eagan, Minnesota FIELD DATA: DESIGN DATA: Set Number: 8 Mix Design: 4 Date Cast 9/9/96 Supplier: AVR Time Cast 9:00 a.m. Spedfied Air: 7% Measured Slump: 6" to 8" afoer super plasticizer Specified Strength: 3500 Measured Air: 7% Truck or Ticket No.: nat given Concrete Temperazure: not given Cylinders Pa Set: 4 Air Temperamre: not given Cylinder Cast By: Ray Iarson of Langer Const. Liquid Added az Sire: super plasflciza Sample Location: Slab on deck (Fast side) Fieid Notes: Sample Date Test Field Lab Test Max Load Cyi Area Compressive Remarks No. Recvd Date Cure Cure Age (pounds) (s9 in) Slrength, psi Code(s) 8A 9/16 9/16 7 7 89690 2834 3160 B SB 9116 10/7 7 21 28 127500 28.34 4500 L SC 9/16 10/7 7 21 28 130500 2834 4610 L Spetafied Streagth az 28 Days (psi): 3000 Remarks: B: The 7-day test result projects that the specified strength wi111ike1y be met az the 28-day age accaRirdiag to a typical s[rength age relaaonship. L: The average 28-day test result meeu the required design strength. c: Mr. Garth Ristau; I.anger Construction Company BrauII 7ntertec Cocporation Ms. Crail Anderson; Anderson Group Mr. Craig Milkert, PE: Reigsted and Associates. Inc. ~ Mr. Jce Voels; Building Iaspeaioos, City of Eagan David T. Youngs • Senior Engineering i 96113c\ooc.8 sRAUN,M INTERTEC Compressive Test of Concrete Cylinder Test Method: ASTM C 39, 6" a 1Z" Cylinder Dm: Ocroba 9, 1996 Projxt Number: BODX-96-113C Project Client Descciption: Mr. Chuck Dorsey Construcrion Testimg Services Signal Sank and SPeaal Inspeeion 100 Sigual Hills Signal Baak Addition-1270 Yankee Daodle Rd. West SL Paul, MN 55118 EaSan• Minnesota FIELD DATA: DESIGN DATA: Set Number: 9 Mix Design: 4 Date C3st: 9/10196 Supplia: AVR Time CasC $:00 am. Spedfied Air: 7°fo Measured Slump: 6" to 8" after super plasricizer Specified Ssength: 3500 Measured qir: 7% Truck or Ticket No.: not givea Concrete Temperature: not given Cylinders Per Set: 4 Air Temperature: not given Cylinder Cast By: Ray L,aason of Laaga Const. Liquid Added at Site: super plasticiza $ample Location: Slab on deck (West side) Field Notes: Sample Date Test Field Iab Test Max Load Cyl Area Compressive Remadks No. Recvd Daze Ciue Cure Age (pounds) (s9 in) Slrength, psi Code(s) 9A 9/16 9/17 6 1 7 75020 2834 2650 B 9B 9/16 1018 6 22 28 106870 28.34 3770 L 9C 9/16 10/8 6 22 28 109720 28.34 3870 L Specified Strength az 28 Days (psi): 3000 Remarks: B: The 7-day rest resuit projecu that the specified strength will likely be met at [he 28-day age according to a typical strength age relatiouship. L: The average 28-day rest result meeu the require3 design streagth. Srwn Intertec Corpoxaaon c: Mr. Crarth Ristau; langer Consavction CompanY Ms. Crail Anderson; Anderson Group Mr. Craig Milkert. PE; Reigsted and Associates, Inc. Mr. Jce Voels; Building Inspections, City of Eagan David T. Youngsi Seaior Engineec`ini 96113ckvnc.9 I sRAUN=M INTERTEC Compresdve Test oP Concrete Cylinder Test Method: ASTM C 39, 6" a 12• CyGnder Date: December 3, 1996 Projett Nimmber: BODX-96-113C Project L7ient: Description: Mr. Chuck I?orsey Constucaon Testing Services Signai gauk and Special Inspection 100 Signal Hills Sigaal Bank Add3tion-1270 Ymkee Daodle Rd. West St Paul, MN 55118 Eagan, Kmesota FIELD DATA: DESIGN DATA: Set Nmnber: 10 Arix DeSiSn- i Date CasC 9/24/96 Supplia: AVR Time Cast; na given Specified Air: not specifled Measured Slump: not given Specified Slrength: 3000 Measured Air: not given 'fruck a Ticket No.: no[ givea Conaete Temperaaae: not given Cylinders Per Set: 4 Air Temperanue: not given Cylinder Cast BY: Contractor Liquid Added at Site: none Sample Lxation: Footing: Pylon sign Field Notes: Sample Date Test Field Lab Test Max Load Cyl Area Compressive Remar7cs No. Recvd Date Cure Cure Age (pounds) (s9 in) Strength. Psi Coda(s) 10A 9/26 10/3 2 S 7 96240 28.36 3400 F lOB 9/26 10/24 2 26 28 130980 28.30 4630 L lOC 9126 10/24 2... 26 28 127340 28.30 4500 L Specified Strength az 28 Days (psi): 3000 Remarks: F: The specifiad 28-day streagth was met az the 7-day age according to the alwve rest results. L: The average 28-day test result meets the required desiga streagth. e. Mr. Garth Risrau; Langer Construction Company Braun interrec Cotporation Ms. Gail Anderson; Anderson Group Mr. Craig Millcert, PE; Reigsted and Associates, Inc. Mr. Joe Voels; Building Inspeaions, City of Eagan ' David T. Youngsrr Senior Engineerin 96113c1conc.10 ~ 4 sO - Depsrtment of Administration December 17, 1996 5ignal Bank 1270 Yankee Doodle Rd Eagan, MN 55121 RE: Dumbwaiter - Elevator ID# 96-03611 PT96-12 Site: Signal Bank 1270 Yankee Doodle Rd. Eagan, 55121 Dear Sir/Madam: Minnesota Statutes Chapter 166 provides that the Department of Administration, Building Codes and Standards Division, Elevator Safety Section, inspect and approve elevators and manlifts (endless belt lifts) before they can be legally used in Minnesota. An Inspector from the Elevator Safety Section recently inspected your facility and determined it meets requirements of the Minnesota Elevator Safety Code. NOTE: Compliance with Minnesota Rules and the ANSI/ASME A17.1, Safety Code for EVevators and Escalators does not necessarily assure compllance with the Americans With Disabilities Act of 1990. Sincerely, UILDING ODES AND STANDARDS ~ ~ Larry R. Kessler State Elevator Inspector Irk/rkr (CE-2) c: Reid, Douglas Michael, BO, City of Eagan Schindler Elevator Corp. Langer Construction Company ElFormCE2 [3uilding Codes and Standards Division, 408 Metra Square Building, 121 7th Place 5ast, Si. Paul, MN 5 5 101-21 8 1 Voicc: 612396.4639; Fax: 612?99.1973; TTY: 1.800.6273529 and ask for 296.4639 . a ~~ur C Department of Administration ~.JO \I959January 24, 1997 Signal Bank 1270 Yankee Doodle Rd. Eagan, MN 55121 RE: Hydraulic Passenger - Elevator ID# 97-03542PT96-01 Site: Signal Bank 1270 Yankee Doodle Rd. Eagan, 55121 Dear Sir/Madam: Minnesota Statutes Chapter 16B provides that the Department of Administration, Building Codes and Standards Division, Elevator Safety 5ection, inspect and approve elevators and manlifts (endless belt lifts) before they can be legally used in Minnesota. An Inspector from the Elevator Safety Section recently inspected your facility and determined it meets requirements of the Minnesota Elevator Safety Code. NOTE: Compliance with Minnesota Rules and the AN51fASME A17.1 t Safety Code for Elevators and Escalators does not necessarily assure compliance with the Americans With Disabilities Act of 1990. Sincerely, B LDWG` DES ANJ~ S ANDARDS Larry R. Kessler State Elevator Inspector Irk/rkr (CE-2) c: Reid, Douglas Michael, BO, City of Eagan Schindier Elevator Corp. Langer Constsuction Company ElFormCE2 Buildiog Codes and Standards Division, 408 Metro Square Building, 121 7th Place East, St. Paul, MN 55 101-21 81 Voice: 612.296.4639; Fax: 612297.7973; TTY: 1.800.6273529 and ask for 296.4639 ~i ~ NE+ CASH RECEIPT CITY OF EAGAN 3830 PILOT KNOB ROAD , EAGAN, MINNESOTA 55122 4 OATE 19 RFLEIVEO FPCY / . ~ ~ ; AMOUNT $ .,l l 8 DOLLARS ? CASH P-6HECK ~ : . ' G ' FUND O&IECT AMOUNT C+ YO 7 -7 -7 sS~ Pr ~P" Z 4 5 el--L i~ Thank You ~ BY C 3759 Wh,~PaYm CopY Yelbw-POSting Copy Pink-File Copy f Date: City of Eakan 3830 Pilot Knob Road Eagan MN 55122 Phone: (651) 675-5675 Fax: (651) 675-5694 Use Et For Office Use Permit #: Permit Fee: Date Received: Staff: 2011 COMMERCIAL BUILDING PERMIT APPLICATION 3/14/2012 Site Address: 1270 YANKEE DOODLE ROAD Tenant Name: ASSOCIATED BANK PROPERT ER CT /D3 4/51 3(2)/0211 3- 146-12, PfEi (Tenant is: New / X Existing) Suite #: Former Tenant: Name: ASSOCIATED BANK Phone: (920) 338_7876 Address / City / Zip: 206 N. WISCONSIN STREET / DE PERE, WI / 54115 Applicant is: Owner X Contractor 7 - Description of work: RENOVATION OF THE EXISTING ASSOCIATED BANK TENANT SPACE, 1ST FLOOR Construction Cost: $ .2jr1, OO Name: J.H. FINDORFF & SONS INC. Address: 1600 N. 6TH STREET License #: City; MILWAUKEE State: WI Zip: 53212 Phone; (414) — Z71- 7-1V( Contact: B.J. BOWEN Email: bjbowen@findorff.com Name: RINKA CHUNG ARCHITECTURE Registration #: Address: 756 N. MILWAUKEE STREET city: MILWAUKEE State: WI Zip: 53213 Phone: 414-431-8101 Contact Person: MARK WESELOH Email: rrtvveseloharinkachung.com Licensed plumber installing new sewer/water service: ubtofim,are &red to bh°0nPe U4tbh: wihotbuttrild,at permit°n* ,Pth°ortc1Ditnyste°f rt ng documents that specificyilotilfSiou,prtivide,.,. ffeasarta Plans and e111)14? classified as non-piub trade secrets. ° conclude that they are ri may beolelaae 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. wwwqopherstatecnecatiorg 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 ap. 'cation 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 rk which require- ..:view and approval of plans. x ;Silba PeAltuite.-1 Air Applicant's Printed Name Ap a,. Signature Page 1 of 3 DO NOT WRITE BELOW THIS LINE /03L-IYI SUB TYPES Foundation Apartments Lodging Miscellaneous WORK TYPES New Addition Alteration Replace Salon Owner Change DESCRIPTION Valuation Plan Review // (25% 100% ✓ ) Census Code # of Units # of Buildings Type of Construction Public Facility ✓ Commercial / Industrial _ Greenhouse / Tent Antennae % Interior Improvement Exterior Improvement Repair Water Damage 27, ova " Occupancy Code Edition Zoning Stories Square Feet Length Width REQUIRED INSPECTIONS Footings (New Building) Footings (Deck) Footings (Addition) Foundation Drain Tile Roof: _Decking Insulation _Ice & Water Framing Fireplace: Rough In _Air Test _Final Insulation Meter Size: Final Final CIO Inspection: Schedule Fire Marshal to be present: Reviewed By: ^` ! , Building Inspector Accessory Building Exterior Alteration -Apartments Exterior Alteration -Commercial Exterior Alteration -Public Facility Siding Reroof Windows Fire Repair Demolish Building* Demolish Interior Demolish Foundation Retaining Wall *Demolition of entire building - give PCA handout to applicant $ MCES System 2007 Ailac- SAC Units 49/11/0 CFMNGGE. IN MSS oft- 0M. Lb • i jP City Water 3 Booster Pump 24, $81 PRV Fire Sprinklers ✓ Sheetrock Final / C.O. Required Final / No C.O. Required Other: Pool: Footings _Air/Gas Tests _Final Siding: Stucco Lath Stone Lath Brick Windows Retaining Wall Erosion Control No Reviewed By: , Planning COMMERCIAL FEES Base Fee Surcharge Plan Review MCES SAC City SAC SSW Permit & Surcharge Treatment Plant Treatment Plant (Irrigation) Park Dedication Trail Dedication Water Quality I7 7.f Water Quality /06•.ro Water Supply & Storage (WAC) Storm Sewer Trunk Sewer Trunk Water Trunk Street Lateral Street Water Lateral Other: TOTAL 3Q1 .IA( Page 2 of 3 Amy Griffin 1Z70 V4 F-�� 'Dz>c cQ k Ie From: Susan Petlewski [spetlewski@findorff.com] Sent: Tuesday, March 27, 2012 12:23 PM To: Amy Griffin Subject: RE: Please sign permit application Attachments: Signed Application 032712.pdf Amy, Attached is the signed applica The actual construction cos and arrange for pickup. Thank you, !lar amount given to you by the Architect was the complete budget number. ase let me know the adjusted permit fee and I will have a check prepared Sue Pettewski 1 Project Manager Assistant I Pre -Construction J.H. FINDORFP & SON INC. 1600 N 6th Street, Milwaukee WI 53212 P: 414.732.2524 I F: 414.272.0443 1 E: sr>etlewski@findorff.com I W: www.findorff.com CHARACTER COMMUNITY CRAFTSMANSHIP `,- Please consider the environment before printing this e-mail. From: Amy Griffin[mailto:agriffinOcityofeagan.coml Sent: Tuesday, March 27, 2012 8:43 AM To: Susan Petlewski Subject: Please sign permit application Please sign and return the attached building permit application. Thank you! Amy Griffin 1 Clerical Technician 1 City of Eagan City Hall 13830 Pilot Knob Road I Eagan, MN 55122 1 651-675-5672 1651-675-5694 (Fax) I aariffinacitvofeaaan.com THIS COMMUNICATION MAY CONTAIN CONFIDENTIAL AND/OR OTHERWISE PROPRIETARY MATERIAL and is thus for use only by the intended recipient. If you received this in error, please contact the sender and delete the e-mail and its attachments from all computers. 1 401° City of Eaiall. cf6-c( 3830 Pilot Knob Road E��vE� Eagan MN 55122 Phone: (651) 675-5675 Fax: (651) 675-5694 APR 0 2 2012 Use BLUE or BLACK Ink For Office Use Permit #: Permit Fee: Date Received: Staff: 2012 MECHANICAL PERMIT APPLICATION Date: 3/28/12 Site Address: 1270 Yankee Doodle Road Tenant: Associated Bank „„,111111„„,11111.10„,.....��ih �Ali RESIDENT / O rN Suite #: J Address / City / Zip: 1270 Yankee Doodle Road, Eagan, MN 55122 Remove diffusers and replace after ceiling re -work ITE: Roed an•• bbd (mounted t ode. a a ��ais�e contact��1►le=anlcn$e RESIDENTIAL Furnace Air Conditioner Air Exchanger Heat Pump Other COMMERCIAL New Construction X Interior Improvement Install Piping Processed Gas Exterior HVAC Unit Under / Above ground Tank ( Install / Remove) RESIDENTIAL FEES: $60.00 Minimum Add-on or alteration to an existing unit (includes $5.00 State Surcharge) $100.00 Fire repair (replace burned out appliances, ductwork, etc.) (includes $5.00 State Surcharge) = $ TOTAL FEE COMMERCIAL FEES: $75.00 Underground tank installation/removal (includes $5.00 State Surcharge) OR Contract Value $ 3,250.00 x 1% $60.00 Minimum (includes State Surcharge) - If the Permit Fee is less than $10,010, surcharge is $ 5.00 - If the Permit Fee is > $10,010, surcharge increases by $.50 for each $1,000 Permit Fee (i.e. a $10,010-$11,010 Permit Fee requires a $ 5.50 surcharge) =$ 60.00 Permit Fee =s Surcharge _ $ 60.00 TOTAL FEE CALL BEFORE YOU DIG. Call Gopher State One Call at (651) 454-0002 for protection against underground utility damage. Call 48 hours before you intend to dig to receive locates of underground utilities. www.aoDherstateonecall.ora 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 pe it; that the work will be in accordance with the approved plan in the case of work which requires a review and approval of plans. x Jon Ewing Applicant's Printed Name x Applicant's Signature eikc_c City of aaa 3830 Pilot Knob Road Eagan MN 55122 RECEIVED Phone: (651) 675-5675 Fax: (651) 675-5694 APR U 2 2012 Use BLUE or BLACK Ink For Office Use / Perm� Ctit #: t 01 d Permit Fee: Date Received: . Staff: 2012 COMMERCIAL PLUMBING PERMIT APPLICATION Date: 3/28/12 Site Address: 1270 Yankee Doodle Road Tenant: Associated Bank Suite #: aara Name: Associated Bank Phone: NTR iii 'I ii li Name: HiMEC, Inc. License#: 035719 -PM Address: 1400 7th Street City: Rochester State: MN Zip: 55901 Phone: 507-281-4000 Email: kajohnson@hmcc.com New _ Replacement _ Repair _ Rebuild X Modify Space _ Work in R.O.W. Description of work: Install cold water line for new hospitality station r COMMERCIAL _ New Construction _ Modify Space _ Irrigation System (_ yes / X no) (_ RPZ / _ PVB) • Rain sensors required on irrigation systems • Avg. GPM (2" turbo required unless smaller size allowed by Public Works) Meters Call (651) 675-5646 to verity that tests passed prior to picking up meter. Domestic: Size & Type Fire: 1 Avg. GPM High demand devices? Yes X No Flushometers _Yes X No COMMERCIAL FEES: $60.00 Minimum (includes $5.00 State Surcharge) OR Contract Value $ 4, 400 . 0 0 x 1% = $ 60 . 00 Permit Fee Required on ALL new buildings and boulevard irrigation systems 4 $ Radio Meter Read - If the Permit Fee is Tess than $10,010, the surcharge is $5.00 $ Meter(s) - If the Permit Fee is > $10,010, the surcharge increases by $.50 for each $1,000 Permit Fee (i.e. a $10,010-$11,000 Permit Fee requires a $5.50 surcharge) $ State Surcharge Following fees apply when installing a new lawn irrigation system $ Water Permit Contact the City's Engineering Department, (651) 675-5646, for required fee amounts. $ Treatment Plant $ Water Supply & Storage $ State Surcharge $ 60 . 00 TOTAL FEE CALL BEFORE YOU DIG. Call Gopher State One Call at (651) 454-0002 for protection against underground utility damage. Call 48 hours before you intend to dig to receive locates of underground utilities. www.gooherstateonecall.org I hereby acknowledge that this information is complete and accurate; that the work will be in confore with the ordina and co Eagan; that I understand this is not a permit, but only an application for a permit, and work ' oY t' start without a it; that accordance with the approved plan in the case of work which requires a review and approval o Joe Beckel Applicant's Printed Name Applican`"- ignature Page 1 of 3 Date: Tenant: Use BLUE or BLACK Ink City otEaRan 3830 Pilot Knob Road Eagan MN 55122 Phone: (651) 675-5675 Fax: (651) 675-5694 L For Office Use Permit #: Permit Fee: IP iw' Date Received: Staff: /n 3663 2012 FIRE SUPPRESSION SYSTEMS PERMIT APPLICATION* y/yl ix Site Address: 10 12(11 get Ike. 0001k Eo SSM,kkied gwile Name: Phone: Suite #: Address / City / Zip: Applicant is: Description of work: Construction Cost: Owner Contractor sfrrAtekr Acas 24g 2 Estimated Completion Date: Phone: License#: C' -00C City: S+_ PAM t 6SI- g"sQ .1.1s 6 FIRE PERMIT TYPE A -Sprinkler System (# of heads S ) Fire Pump _ Standpipe Other: DESCRIPTION OF WORK: WORK TYPE New Alterations Other: Addition C. Remodel Commercial Residential Educational $60.00 Minimum (includes State Surcharge) OR Contract Value $ x 1% - If the Permit Fee is Tess than $10,010, surcharge is $ 5.00 - If the Permit Fee is > $10,010, surcharge increases by $.50 for each $1,000 Permit Fee (i.e. a $10,010-$11,010 Permit Fee requires a $ 5.50 surcharge) _$ _$ _$ 40.00 Permit Fee Surcharge TOTAL FEE 3/4" Displacement Fire Meter - $231.00 _$ =$ 6a.00 Fire Meter TOTAL FEE *Requirements. 2 complete sets of drawings and specifications, cut sheets on materials and components to be used I hereby apply for a Fire Suppression System permit and acknowledge that the information is complete and accurate; that the work will be in conformance with the ordinances and codes of the City of Eagan and with the Minnesota Building/Fire Codes; that I understand this is not a permit, but only an application for a permit, and work is not to start without a permit; that the work will be in accordance with the approved plan in the case of work which requires a review and approval of plans. x 5L1, O Applicant's Printed Name x Applicant's Signature 12-7D 106(03 CALL BEFORE YOU DIG. Call Gopher State One CaII at (651) 454-0002 for protection against underground utility damage. CaII 48 hours before you intend to dig to receive locates of underground utilities. www.aopherstateonecall.org FOR OFFICE USE RECIUIRED 1 NSPECTIONS I ydrostatic FIo r Atarm Drain Test Trip Pump fest central Station Permit Revi Use BLUE or BLACK Ink -------, � For Office Use I �l�JB 0��, Il � P�,��: ;z7�� 3830 PilOt Knob Road � Permit Fee: ��,10 2- j Eagan MN 55122 i � Phone:(651)675-5675 � Date Received: �- � i Fax:(651)675-5694 � �1� � � Staff: cLl�_ I . ��..�� .r. .r.��J 2014 MECHANICAL PERMiT APPUCATION ' ❑ Please submit finro(2)sets of plans with all comme cial applications. �a�: �� `f at�� s�t�aaares8: ��"7� �a.n1/�2.e. ��.. � Tenant: ��.� �Q.�� Suite#: n ; ; � ` � Name: 0. �Q�1� Phone: ;�� ' ' i�"l � e� 4 1� o�c, �� Address/City/Zip: a : Name: V�T��-S � �i19n1�rn License#: �5�1�' ��,� Address: �g� ��CiGA� City: �'�"'�Qs.�� '(�C�l�.y � State:�Zip: C7 Phone: �� c�7'� �� , t " Contact: Email: M\' 2�► � '�1 \v�� ,tf�1 ' � �F New ,�Replacement Additional Alteration Demolition T��'i�� Description of work: �Qe.e.• C.1 �� c�� "��;: �,� ,.r.. . �� s��ir�c,�� tt�##�' �� ;� RESIDENTtAL � COMMERCIAL I _Fumace New Cons �tion �Interior Improvement � ��,�� Air Conditioner Install Piping _Processed : t _Air Exchanger �Gas � E�cterior HVAC Unit �„„ _Heat Pump WndedAbove�ground Tank �Install/`Remove) Other RESIDENTIAL FEES $60.00 Minimum Add or alteration to an existing unit(includes$5.00 5tate Surcharge) $100.00 Residential New{inGudes$5.00 State Surcharge) _$ TOTAL FEE COMMERCIAL FEES Corrtract Value$ � ''T`t � x.01 $55.00 Permit Fee Minimum $70.00 Underground tank installatioNremoval =$__.�� Permit Fee *If contract value is LESS than$10,010, Surcharge=$5.00 =g �`C• �'-a Surchargex ""If contract value is GREATER than$10,010, Surcharge=Contract Value x$0.0005 ; "**If the projeot valuation is over$1 million,please call for Surcharge � _� ��j, (�,� TOTAL FEE I hereby adcnowledge that this information is complete and accurate;that the work will be in cor�fOrmance with the ordinances and codes of the City of Eagan;that t understand this is not a permit,but only an application for a permit,and work is not to�tart without a pertnit;that the work will be in acxordance with the approved plan in the case of work which requires a review and approval of ptans. x__�lGr\,��- � `. ��. x _ Applicant's Printed Name Ap ic s gnatur�e ��W�� g �, , `� _ .r . v Y �r *�'' �u t - '' . � ' � � {_ � � �'M{ "h t 5 '� $ . ; 4 t � g" x }�g � y 71�� ,� ��f: s.��. � � �.- �[�'�K . t '�� '� �„ � � �. , *�. � t , . +�++�� i`'�� =,=,�..-�.��?�#f� �G��`#� � �'�,�:� � �., ,. ��-�. t ��.x�=�� ,�:�;N,��.��, 1`1��.,,