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2929 Lone Oak CirR.7111- I SEWER & WATER PERMIT CITY OF EAGAN 3830 Pilot Knob Rd. Eagan, MN 55122-1897 DATE OCT 100 1941 PLUMBER: DAI=A PLUMBING ADDRESS: 3650 KENNEBEC Ds CITY, STATE EACAN HN ZIP 55122 PHONE: 454-6645 METER SIZE ISSUE DATE PRV -1 PERMITDATE (()115/LJt PERMIT # 12341 B.P. RECEIPT # C 14633 B.P. RECEIPT DATE )OSTER PUMP PERMIT REQUESTED 2ND X SEWER X WATER TAPS X COMM/IND - RESIDENTIAL X NEW - EXISTING Lawn Sprinkler Meters are to be Installed Ahead of Domestic Meters on Water Line. Credit WILL NOT be given for Deduct Meters. A I AGREE TO COMPLY WITH CITY OF EAGAN ORDINANCES CITY, STATE Flit NIPEG MANITOBA -ZIP r3C 7E6 PHONE: (204) 632-6t94 SIGNATURE WHEN METER ISSUED PLEASE ALLOW TWO WORKING DAYS FOR PROCESSING. CALL 454-5220 FOR INSPECTIONS. FOR STORM SEWER PERMITS, CONTACT ENGINEERING DEPT. Y pstiran(um m (0a 3172 Spruce Street St. Paul (Little Canada), Minnesota 55117 484-8264 Tests & Inspection Tank Test r 12A-) Z - ate, Q QL - ?? Cx Gam. Piping Test y ??U 1 Leak Detectors Installed ? yes no Tests Inspected By Company Name M Tests Inspected By Company Name Date / Location of Installation -- J lT T= / Notes- ti 7- 0 D 3172 Spruce Street St. Paul )Little Canada), Minnesota 55117 484-8264 Now, Tom & Inspection Tank Test Piping Test _ Leak Detectors Installed ? yes ? no Tests Inspected By Company Name Tests Inspected By Company Name Q r Date U ' I Location of Installation - 6o - I Notes t CITY OF EAGAN ?. w 3830 Pilot Knob Road, P.O. Box 21-199, Eagan, MN 55121 PHONE: 454-8100 BUILDING PERMIT Receipt # To be used for OFFICE/TERMINAL Est. Value $446r0O0 Date AUG 12 1991 Site Address 2929 LONE OAK CIR Lot 066 Block 00 Sec/Sub. EACANDALE CENTER Parcel No. I ARK ZXD W Name c Address 2393 IMSTER BLVD City WItNYM MWITM Phone (204) 632-66` o Name E C I BUILDING CONTRACTORS zi- Address 1771 YANKEE DOODI.E RD 0 City EAGAN Phone 432-055 Sw Name VAlNNEY & ASSOCIATES _= Address 440 FEDERAL DR I <W city Phone I` hereby acknowlege that I have read this application and state that the information is correct and agree to comply with all applica le State of Minnesota Statutes airof an Ordinanc A Building Permit is is3s6 d o: E?7y BLDG CONTRfAC M on the express condition tfiat all W06 shall be done in accordance with all applicable State of Minnesota Statutes and City of Eagan Ordinances. Ruildinn C)ffiri.l Q i, 'k OFFICE USE ONLY Occupancy 1112 FEES Zoning I.1 (Actual) Const Bldg. Permit 1.831.00 (Allowable) Y? 22 3.00 Surcharge of Stories S 3 Length th L 7 7' 1 00 Plan Review 1.203. Depth 65' SAC, City S.F. Total 1 S.F. FOOlprints 3 9 070 9o 820 SAC, MCWCC On Site Sewage Water Conn On Site Well Water Meter MWCC System Y City Water X Acct. Deposit PRV Required SAN Permit Booster Pump SAN Surcharge Treatment PI APPROVALS Road Unit Planner Park Ded. Council Bldg. Off. Copies Variance TOTAL 30277.00 ' Permit No. Perk Holder Date Telephone x WATER SLAVER PLUMBING 8 9 H.VAC. 4, y?L! 5 Jr,?' j ELECTRIC hispection Date Insp. Comments Footings I Foundation Framing 9 Z 3 9 05 Roofing Rough Plbg. ??,,// , r (may -C Rough Htg. 91" / , a?Y 4 A - Isul. Fireplaoe Final Htg. 7/0 Orstat Test Final Plbg. Plbg.Inspector - NotifyPlumber Const. Meter EngrlPlan Bldg. Final 47, Deck Ftg. Deck Final Well Pr. Disp. 1O / 01171" TOMMAL RX CITY OF EAGAN ? r f '. 3830 Pilot Knob Road, P.O. Box 21-199, Eagan, MN 55121 .. j PHONE: 454-8100 BUILDING PERMIT Receipt # To be used for rotgMTION Est. Value $539000 Date ?UL 23 1991 { SiteAddress- 29g9 LOW r Cut , 066 OFFICE U SE ONLY Lot Block , Sec/Su i Parcel No. PK ND Occupancy _11114 FEES 1 I 1 W Name TRANS-X LTD Zoning (Actual) Const - Bldg. Permit 428.00 3 Address 2593 INII STBR BLVD (Allowable) v- 26 S ° City `MRROW ? Phone (204) 632-6694 of Stories . El surcharge Length J,57? Plan Review 278.00 a S Name = 4 Z BUILDING CONTRACTORS Depth SAC, City 300.00 "i o Ua Address 1771 YAMS DOODLE RD EAGAN 452-055 Ci S.F. Total S F F t i t two 94WO 00 SAC. MCWCC 1,9500 i ty Phone . . oo pr n s W C ! On Site Sewage ater onn sW VANM ASSOCIATES Will ? Name 3440 ssum DR On Site Well s water meter Address Mwcc system i W City LAGA14 Phone 452-OOa City Water Acct. Deposit . PRV Required S/W Permit 30.00 I 1 hereby acknowlege that I have read this application and state that the Booster Pump S/W S h • information is correct and agree to comply with all applicable State of urc arge j Minnesota Statutes and City of Eagan Ordinances. a ? Treatment PI 828.00 • Y Signature of Permffee_?j APPROVALS - Road Unit a? T81.00 I A Building Permit is issued to: j C" I BUILDING COIR on the express condition that all work shall be done in accordance with all v Planner Council 8.615. 00 Park Ded applicable State of Minnesota Statutes and City of Eagan Ordinances. Bldg, Off. ...,...W1 6.756• o0 i Building Official Variance 27 993 i TOTAL .00 i Permit No. Permit Holder Date Telephone # iWATER SEWER PLUMBING H.V.A.C. ELECTRIC Inspection Date Insp. Comments Footings I yy? 4716pJ Foundation 7 Y ?? g D Framing Rooting Rough Plbg. Hough Htg. Isul. Fireplace Final Htg. Orstat Test Final Plbg. Plbg. Inspector - Notify Plumber Const. Meter EngrJPtan Bldg. Final Deck Fig. Deck Final Well Pr. Disp. tP BUILDING PERMIT To be used for MAIN? Site Address 2929 Lot 066 Block - Parcel No. w Name TRAM 3 Address 2595 CIT 3830 Pilot Knob Road, PH IF EAGAN,'f +y Box 21-199, Eagan, MN 55121 :. 454-8100 Receipt # zo Name E C I BDILDING CONTRACTM g¢ Address 1771 YANIQ?.E D=La RD City BACAN Phone 432-033'. ww Name VAMMY & ASSOCIATRS Y, Address 3440 FEDERAL DR <W City SAGM Phone 432-ME hereby acknowlege that I have read this application and state that the nformation is correct and agree to comply with all applicable State of Minnesota Statutes and ty agan Ordin e express condition that all work shall be done in accor ble State of Minnesota Statutes and City of Eagan Or Official 10 Date AUG 12 1991 OFFICE USE ONLY Occupancy FEES Zoning (Actual) Const Bldg. Permit 997.00, (Allowable) Y "'t 101 00 ' of Stories # 2 set Surcharge Plan Review . 648.00 Length Depth 76 1 - 7 676 SAC, City - S.F. Total . 6 6 88 SAC, MCWCC S.F. Footprints 1 , On Site Sewage Water Conn On Site Well Water Meter MWCC System City Water Acct. Deposit .,? PRV Required Snw Permit Booster Pump S/W Surcharge Treatment PI APPROVALS Road Unit .;I Planner Council Park Ded. a I Bldg. Off. - Copies - Variance _ - TOTAL 107"'00 J ' Permit No. Permit Holder Date Telephone # WATER SEWER ' PLUMBING C4.6. -J?Ok l ?. H.V.A.C. C)//(,/ 115.) c? S ELECTRIC &A/ oe Inspection Date Insp. Comments Footings I Foundation Framing Roofing Rough Plbg. i-? - / Rough Htg. Isul. Fireplace Final Htg. X-A 1 • Orstat Test Final Plbg. Plbg. Inspector- Notify Plumber Const. Meter Engr./Plan Bldg. Final D a Deck Fig. Deck Final Well p`.' 6bls 5i U ? SX* N= .: BUILDING PERMIT To be used for tote Site Address .292 Lot 066 Block Name O?FFIICsE USE ONLY 2ND Occupancy J? V ` FEES It Zoning 1.1 Zo Name E C I WILDING CMRAC'1Y1R8 0¢ Address 1771 YAIIM DOODLE RD City RAGAN Phone 432-0555 WW Name VANHEY ASSOCIATES Address 3640 FEDERAL DE I hereby acknowlege that I have i inlormation is correct and agree Minnesota Statutes and City of Ea( Signature of Permitee - A Building Permit is issued to: on the express condition that all w, applicable State of Minnesota Slati CITY OF EAGAN 3830 Pilot Knob Road, P.O. Box 21-199, Eagan, MN 55121 PHONE: 454-8100 Receipt # MATZOH Fer uao,o 1136000 Date JUL 23 tion and slate that the all applicable State of k shall be done in accordance with all es and City of Eagan Ordinances. , (Actual) Const Bldg. Permit 166.00 y (Allowable) V 2RR 6 50 . Surcharge # of Stories { Length Plan Review 94.00 Depth \ 9 SAC, City 100.00 i S.F. Total 70-M MCWCC 6500 SAC S.F. Footprints 69.M . On Site Sewage Water Conn On Site Well MWCC S Water Meter ystem City Water X Acct. Deposit PRV Required S/W Permit Booster Punt S/W Surcharge y Treatment PI 276.00 -APPROVALS Road Unit Planner - Co ncil Park Ded. u Bldg. Off. Copies Variance TOTAL Q270. 50 q? i v'? n J ' Permit No. Permit Holder Date Telephone # WATER SEWER PLUMBING H.VA.C. ELECTRIC Inspection Date Insp. Comments Footings l Foundation 717 Framing Roofing Rough Plbg. Rough Htg. Isul. Fireplace Final Htg. Orstat Test Final Plbg. Plbg. Inspector - Notify Plumber Const. Meter EngrJPlan Bldg. Final Deck Fig. Deck Final Well Pr. Disp. SEWER &VATER PERMIT CITrOF EAr2AN 3830 Pilot Knob Rd. Eagan, MN 55122-1897 DATE ,T 10, 1Q91 OFFICE USE ONLY METER #,V'/ 7 91s3 D PERMIT DATE IC/15,91. CHIP # 7 PERMIT # 123Q METER SIZE ?? se A]sU S B.P. RECEIPT # C 14633 ISSUE DATE B.P. RECEIPT DATE PRV - BOOSTER PUMP SITE ADDRESS ` ; LOT `' BLOCK rr( SEC/SUB ',i-L C- -TCA IND PARK APPLICANT: ADDRESS:- CITY. STATE PHONE: ZIP PLUMBER: DAKOTA PLUMBING ADDRESS: 3050 KENNEBEC DR CITY, STATE KAGAN rfN ZIP 55122 PHONE: 454-6645 OWNER: TRANS-X LTD ADDRESS: 2595 INKSTER BLVD CITY, STATE 6iIKNIPEG MANITOBA -ZIP R3C 9F6 PHONE: (204) 632-6694 r/:,,1.; -;r C Lam. G.F PERMIT REQUESTED 2ND X SEWER WATER _ TAPS X COMM/IND RESIDENTIAL X NEW EXISTING Lawn Sprinkler Meters are to be Installed Ahead of Domestic Meters on Water Line. Credit WILL NOT be given for Deduct Meters. I AGREE TO COMPLY WITH CITY OF EAGAN ORDINANCES SIGNATURE WHEN METER ISSUED PLEASE ALLOW TWO WORKING DAYS FOR PROCESSING. CALL 454-5220 FOR INSPECTIONS. FOR STO SEWER PERMITS, CONTACT ENGINEERING DEPT. CITY OF EAGAN 3830 PILOT KNOB ROAD EAGAN, MN 55122 PHONE: (612) 454-8100 W??R FOR CITY USE ONLY PERMIT # RECEIPT # O / ?f DATE: RESiDlxAL: PLEASE COMPLETE UPPER PORTION ONLY FOR SINGLE FAMILY TOWNHOMES/CONDOS WHEN PERMITS ARE REQUIRED FOR EACH UNIT. ------------------------ ------------------------------------------ WORK DESCRIPTION FEES NEW CONST ADD ON REPAIR OWNER NAME: ADD-ON MINIMUM HVAC 0-100 M BTU ADDITIONAL 50 M BTU GAS OUTLETS - MINIMUM OF 1 PER PERMIT DWELLINGS & $15.00 24.00 6.00 3.00 SUBTOTAL: $ SITE ADDRESS: STATE SURCHARGE: .50 LOT: BLOCK SUBD. TOTAL: $ INSTALLER: ADDRESS: SIGNATURE OF PERMITTEE CITY: ZIP: PHONE #: C44IEEiCIAL/IDAS_TKAS PLEASE COMPLETE THIS PORTION FOR ALL COMMERCIAL/INDUSTRIAL BUILDINGS, APARTMENT BUILDINGS, AND MULTI-FAMILY BUILDINGS WHEN SEPARATE PERMITS ARE NOT REQUIRED FOR EACH DWELLING UNIT. --------------------------------------------------------------------------------- CONTRACT PRICE: &00( D FEES OWNER NAME 18 OF CONTRACT FEE. SITE ADDRESS: ?cGf STATE SURCHARGE _ $.50 FOR EACH $1,000 OF PERMIT FEE. LOT: eL BLOCK SUBD. n, ((/?- 7Q ?`l oN? PROCESSED PIPING - $25.00 $25.00 MINIMUM FEE. INSTALLER: E?lf??/ / ?tO? G CONTRACT PRICE x 18 $ f hn ADDRESS: S.? GUi(l STATE SURCHARGE $ S U CITY: ZIP: J°S?c3? PHONE #: TOTAL' $ ??d• ?y ® v ( GNATURE) FOR. CITY F tAGATi CITY OF EAGAN 3830 PILOT KNOB ROAD EAGAN, MN 55122 PHONE: (612) 454-8100 FOR CITY USE ONLY PERMIT # RECEIPT # /D 2 DATE: aS"it PLEASE COMPLETE UPPER PORTION ONLY FOR SINGLE FAMILY DWELLINGS & TOWNHOMES/CONDOS WHEN PERMITS ARE REQUIRED FOR EACH UNIT. ------------------------- 1_--_____--___-____--______-_-__----_------_------_______ WORK DESCRIPTION NEW CONST ADD ON REPAIR OWNER NAME: SITE ADDRESS: LOT: BLOCK SUBD. INSTALLER: FEES ADD-ON MINIMUM $15.00 HVAC 0-100 M BTU 24.00 ADDITIONAL 50 M BTU 6.00 GAS OUTLETS - MINIMUM 3.00 OF 1 PER PERMIT SUBTOTAL: $ STATE SURCHARGE: .50 TOTAL: ADDRESS: SIGNATURE OF PERMITTEE CITY: _ ZIP: PHONE #: G033ME?iA./NbUS1RA7' PLEASE COMPLETE THIS PORTION FOR ALL COMMERCIAL/INDUSTRIAL BUILDINGS, APARTMENT BUILDINGS, AND MULTI-FAMILY BUILDINGS WHEN SEPARATE PERMITS ARE NOT REQUIRED FOR EACH DWELLING UNIT. _______________________ --------------_____-- CONTRACT PRICE:?z _:SF?c) FEES OWNER NAME: 1% OF CONTRACT FEE. STATE SURCHARGE= $.50 FOR SITE ADDRESS:c ?o?9 zee Ac EACH $1,000 OF PERMIT FF.E. .00 PIPING 4PROCESSED $25 LOT: O CE(P BLOCK D SUBD. Zc? $25.00 MIINI4UMFEE. u 11 INSTALLER: G ?2C-?/ ?, of A CONTRACT PRICE x 18 $ c ?`J ADDRESS: / 9.r d/ ??fE ?? STATE SURCHARGE $ CITY: ZIP: PHONE cz? (, :5- FOR: ??IIGT/ .flit CITY SAN c T0TA $ e&,e ( GNATURE) CITY OF EAGAN FOR CITY USE ONLY 3830 PILOT KNOB ROAD EAGAN, MN 55122 PERMIT # PHONE: (612) 454-8100 RECEIPT # 1 cam" CHANImuRMI DATE: C//L-30/9/ RESIDEI IAL PLEASE COMPLETE UPPER PORTION ONLY FOR SINGLE FAMILY DWELLINGS & TOWNHOMES/CONDOS WHEN PERMITS ARE REQUIRED FOR EACH UNIT. ------------------------ WORK DESCRIPTION T FEES NEW CONST ADD ON REPAIR OWNER NAME: SITE ADDRESS: LOT: BLOCK SUBD. INSTALLER: ADDRESS: CITY: ZIP: PHONE ADD-ON MINIMUM $15.00 HVAC 0-100 M BTU 24.00 ADDITIONAL 50 M BTU 6.00 GAS OUTLETS - MINIMUM 3.00 OF 1 PER PERMIT SUBTOTAL: $ STATE SURCHARGE: .50 TOTAL: $ SIGNATURE OF PERMITTEE CMMERCIAL/iNDIISTRIALa! PLEASE COMPLETE THIS PORTION FOR ALL COMMERCIAL/INDUSTRIAL BUILDINGS, APARTMENT BUILDINGS, AND MULTI-FAMILY BUILDINGS WHEN SEPARATE PERMITS ARE NOT REQUIRED FOR EACH DWELLING UNIT. CONTRACT PRICE 3C, 0-00, FEES OWNER NAME: T>figNs X Tieucir im Cr 18 OF CONTRACT FEE. ^ STATE SURCHARGE - $.50 FOR / SITE ADDRESS: ZC7 ZC7 ?1Y?/P C?i.C' tf/.?/? EACH $1,000 OF PERMIT FEE. n ??q n PROCESSED PIPING - $25.00 LOT:A((v BLOCK O?O,/ SUBD a o?L?lXoc 9?•J $25.00 MINIMUM FEE. INSTALLER: /' 6e4o z34Af? CONTRACT PRICE x 18 $ -30 • 00 ADDRESS: / 5/.7.z ` lc LlG`? 'S? STATE SURCHARGE $ 'ho CITY: ?f ?/a c c C ZIP: TOTAL: $, 3 PHONE (SIGNATURE) FOR U6; 160k, J-fnSf? // - ? kS 1991 BUILDING P I A PLICATION CITY OF EAGAN SINGLE FAMILY DWELLINGS MULTIPLE DWELLINGS COMMERCIAL 2 SETS OF PLANS 2 SETS OF PLANS 2 SETS OF ARCHITECTURAL 3 REGISTERED SITE SURVEYS REGISTERED SITE SURVEYS - & STRUCTURAL PLANS 1 SET OF ENERGY CALCULATIONS (CHECK WITH BLDG. DEPT.) 1 SET OF SPECIFICATIONS 1 SET OF ENERGY CALCULATIONS 1 SET OF ENERGY CALCS # OF RENTAL UNITS # OF FOR SALE UNITS PENALTY APPLIES WHEN: TYPING OF PERMIT IS REQUESTED, BUT NOT PICKED UP BY LAST WORKING DAY OF MONTH IN WHICH REQUEST IS MADE. LOT CHANGE IS REQUESTED ONCE PERMIT IS ISSUED. NOTE: ADDRESSES FOR CORNER LOTS - CONTRACTOR/HOMEOWNER MUST DESIGNATE WHICH ADDRESS IS DESIRED. NO CHANGES WILL BE ALLOWED ONCE BUILDING PERMIT IS ISSUED. PROCESSING TIME FOR SEWER & WATER PERMITS IS TWO DAYS ONCE A PERMIT HAS BEEN COMPLETED. PERMIT MUST SHOW A LICENSED PLUMBER. Ap"Noprnow 0F:P ? 4 c ONLY To Be e Used For: Valuation:7 - Date: Site Address _53 boo "OFFICE USE ONLY Lot Block f)f1 Parcel/Sub L-WIFE `T Owner :TR 4?)( LZT}'-? Address ??1 Nkag a Myr!) City/Zip Code In &L1 "1 Phone ?, 11 Contractor Address -[-III !AN=: ALE City/Zip Code F-JAAN AAN 6517,1 Phone A5z-Q5g6 Arch. /E"gr . y k41: zh&V!!5Z Address "mb P=E"L Doz- City/Zip Code N MLI 5&ZZ- Occupancy '6'2 Zoning Actual Const Allowable V_ 'N # of stories 2 Length 1$7 Depth '.S' S.F. Total 3 w 7n Footprint S.F. qT On site sewage On site well CC System ity water PRV Booster Pump APPROVALS Planner Council Bldg. Off. Variance FEES Bldg. Permit 1128,00 Surcharge Z-6 -,so Plan Review Z'] ,0o SAC, City 75-0()'00 SAC, MWCC SD 00 Water Conn. Water Meter Acct. Deposit S/w Permit 30,00 S/W Surcharge 150 Treatment Pl. 8 28,00 Road Unit $ 00 Park Ded. 15 o Trail Ded. 0756,00 Copies ?--- SUBTOTAL Penalty Lot Change TOTAL 2'? 93,0a Phone # • ? e ?-e.c..GCX?? agrees that all work shall be done in accordance with ( ignature of Contractor) all applicable State of Minnesota Statutes and City of Eagan Ordinances. 9 13 t Ai (.'a NG- !? 672 !yt 17- ?r loo.o?o ? ?3y,a'D 399 k x 3,So : ),39 6,so Zv S&? le eHA 1419,000 X , ooos . 2.4c laso PLAN ??ytsus.. 2 S ?. ?3 u N 1?) IZ; 1323,L40 °R 1323,00 C 3 X100- -zoo .? 3?bsa - 1950 Ao 2-S Zo AD Lk N IT' 7,91orl A61o? -.A 10 1//O/ACY-C- ,r PAr?1( ICATI01? 3yN 5c1 I SR F? . X X025 = 861y,?g OK 8615100 TRAIL TJ?c-b?c.ATlotJ 9.c110-7 Ac?ecs X $5q/A-Cl = ro755',?Y vi2 6756,00 ' 1991 BUIL191IMCATION CITY OF KAGAN SINGLE FAMILY DWELLINGS MULTIPLE DWELLINGS COMMERCIAL 2 SETS OF PLANS 2 SETS OF PLANS 2 SETS OF ARCHITECTURAL 3 REGISTERED SITE SURVEYS REGISTERED SITE SURVEYS - & STRUCTURAL PLANS 1 SET OF ENERGY CALCULATIONS (CHECK WITH BLDG. DEPT.) 1 SET OF SPECIFICATIONS 1 SET OF ENERGY CALCULATIONS 1 SET OF ENERGY CALCS # OF RENTAL UNITS # OF FOR SALE UNITS PENALTY APPLIES WHEN: TYPING OF PERMIT IS REQUESTED, BUT NOT PICKED UP BY LAST WORKING DAY OF MONTH IN WHICH REQUEST IS MADE. LOT CHANGE IS REQUESTED ONCE PERMIT IS ISSUED. NOTE: ADDRESSES FOR CORNER TATS - CONTRACTOR/HOMEOWNER MUST DESIGNATE WHICH ADDRESS IS DESIRED. NO CHANGES WILL BE ALLOWED ONCE BUILDING PERMIT IS ISSUED. PROCESSING TIME FOR SEWER & WATER PERMITS IS TWO DAYS ONCE A PERMIT HAS BEEN COMPLETED. PERMIT MUST SHOW A LICENSED PLUMBER. Trucking To Be Used For: Office/Terniinal Valuation: $444?- Date: 6/26/91 Site Address 2929 Lone Oak Circle Lot 0j ,_L Block 00 Parcel/Sub P'r14' ViljJP. %4x Louis Tolaini Owner _ TnansX L:Ld Address 2595 Inkster Blvd. City/Zip Code Winipeg Manitoka?Canada R3C 2E6 Phone (204) 632-6694 Contractor E C I Building Contractors Address 1771 Yankee Doodle Rd. City/Zip Code Eagan, MN 55121 Phone 452-0555 Arch./Engr. Vanney & Associates Address 3440 Federal Drive City/Zip Code -Eagan. MN 55122 y?Gt OOo -- OFFICE USE ONLY Occupancy 6-2 Zoning - I Actual Const Allowable V-N # of stories Z Length IS r1 11 Depth ?T! S.F. Total 13 o w -- Footprint S.F. 2.0 On site sewage_ On site well MWCC System ? City water ii PRV _ Booster Pump APPROVALS Planner Council Bldg. Off. -S? 9s Variance FEES Bldg. Permit /95110 a Surcharge Z23,00 Plan Review 1 Ov SAC, City SAC, MWCC Water Conn. Water Meter Acct. Deposit S/w Permit S/W Surcharge Treatment P1. Road Unit Park Ded. Trail Ded. Copies SUBTOTAL Penalty Lot Change TOTAL `3a-7 7• Phone # 452-0088 Sewer/Wa r is sed Contr. agrees that all work shall be done in accordance with (S gnature of Contractor) all applicable State of Minnesota Statutes and City of Eagan Ordinances. A kml r Isr loo 000 ^ 6??i,5o 346??x31.5D= Iz???Jv 18sa sv 4E?t+P. GHA R &C5 ?YG)ooo X ,ooos'e VA E ? f-+ w io on I es t Zz3 PLA?4 R?-Vlgw I'g?rs? k 6s/ 1202,530A /201 R SUL-30-1491 12:15 FROM TRANS-X WINNIPEG VOW As om ? G ? ? YAXFA LOAD J/ . rr= M ..V PFF VOW MMd 1i AV%k .MM July 3R, 1991 City of wagon 3600 VA10t stoob stood Sagan, M SSi23L ALL as Jur Koro4b%k Mies Trames stuildigkg 2929 Ilse Umaki QLrale Kagans IM poar Joe. TO 16124528057 P.02 MAULm. Refs 9S, Or=* 00, A.R. 2 ww"Peo, h%dta e Cilnids, R3G 2E6 Ir*40 A, a" 63F.MW ram MM 694-MA We understand you heave questlans regarding our operstlons and planned uses for our new Tranax building whaon is to Ise 4coatod at the above address. There appears Lo be two apeolfic areas of ConCOK'n. One is the intended use of the dock ores and tho other is the use wS oLw whop structure. I will comment on each of theme areas individually. The dock area ie; used more as a transfer area of general merchandise Iron trailer to trailer, rather then a storage area. Any verahandise sitting in thin area while waiting to be tootled is typically only 3 to 4 fort hlgh. we do not have any high stacking. We also do not pa;letiize/racer material for storage. At no time would we stack spewial hazard covooditlee 6' or higher. The shop building is used iEor repair and maintenance of our truths and trailers. The type, of maintenance we perform does not requI ro open flame or weldina. It is rather our intent to use the shop for replacement of parts and overall general maintenance and repair. On our prints the arebitect indicated a 94 class for our building an he won not aware of our intended use. We are now modifyIng the clans of our shop building to a B1. X trust the above clariflew the Issues you are concerned with. If there are any fuX--gher question&# contact either Jay or harry at UM. They In turn will contact me If they are unable to resolve t.hp i¦ Nue for ynu_ 9inceralyP Traneex Loute Toleifni Preeident TOTAL P.02 2/2'd rMIIna A-1@13I213 aS:Eti T6. 06 -nf t 1991 BUILDING 54IGATION CITY OF EAGAN SINGLE FAMILY DWELLINGS MULTIPLE DWELLINGS COMMERCIAL 2 SETS OF PLANS 2 SETS OF PLANS 2 SETS OF ARCHITECTURAL 3 REGISTERED SITE SURVEYS REGISTERED SITE SURVEYS - & STRUCTURAL PLANS 1 SET OF ENERGY CALCULATIONS (CHECK WITH BLDG. DEPT.) 1 SET OF SPECIFICATIONS 1 SET OF ENERGY CALCULATIONS 1 SET OF ENERGY CALCS # OF RENTAL UNITS # OF FOR SALE UNITS PENALTY APPLIES WHEN: TYPING OF PERMIT IS REQUESTED, BUT NOT PICKED UP BY LAST WORKING DAY OF MONTH IN WHICH REQUEST IS MADE. LOT CHANGE IS REQUESTED ONCE PERMIT IS ISSUED. NOTE: ADDRESSES FOR CORNER LOTS - CONTRACTOR/HOMEOWNER MUST DESIGNATE WHICH ADDRESS IS DESIRED. NO CHANGES WILL BE ALLOWED ONCE BUILDING PERMIT IS ISSUED. PROCESSING TIME FOR SEWER & WATER PERMITS IS TWO DAYS ONCE A PERMIT HAS BEEN COMPLETED. PERMIT MUST SHOW A LICENSED PLUMBER. Trucking To Be Used For: Maintananra Shop Valuation: ?26i'4!lTTOO Date: 6/26/91 Site Address 2929 Lone Oak Circle Lot _D14 Block C Parcel/Sub -bAjD L) h,? Louie Tolaini Owner TransY, Ltd. Address 2595 Inkster Blvd. City/Zip Code Winnipeg Manitoba,Canada C E Phone (204) 632-6694 Contractor E C I Building Contractors Address 1771 Yankee Doodle Rd. City/Zip Code Eagan, MN 55121 Phone 452-0555 Arch./Engr. Vanney & Associates Address 3440 Federal Drive City/Zip Code Eagan, MN 55122 Phone # 452-0088 0 zi000? OFFICE USE ONLY Occupancy 13- Zoning Z -i Actual Const Allowable V-N # of stories Z Length Depth `760 S.F. Total r/. '7 (o Footprint S.F. (o?g6 On site sewage_ On site well MWCC System ? City water PRV _ Booster Pump APPROVALS Planner Council Bldg. Off. Variance FEES Bldg. Permit Surcharge Plan Review SAC, City SAC, MWCC Water Conn. Water Meter Acct. Deposit S/w Permit S/W Surcharge Treatment P1. Road Unit Park Ded. Trail Ded. Copies 9 9 7, 00 101.00 6 q S'0o SUBTOTAL Penalty Lot Change TOTAL. Sewer/Wa r L ?,,rlsed Contr. ZWO - agrees that all work shall be done in accordance with (S nature of contractor) all applicable State of Minnesota Statutes and City of Eagan ordinances. P ? s July 30, 1991 WE TAKER LOAD J OFF YOUR MIND. City of Eagan 3830 Pilot Knob Road Eagan, MR 55121 Attn: Joe Merchak Re: Transx Building 2929 Lone Oak Circle Eagan, MR ?5 b7C970.7 p ,,? 3 p•` 7y r \ 0 `E f. V y ?v? `ICJ ?i+ 7Z TRANSX L TD. 2595 Inkster Blvd. Box 36, Group 200, R.R. 2 Winnipeg, Manitoba Canada, R3C 2E6 Telephone: (204) 632-6694 Fax: (204) 694-2958 Dear Joe, We understand you have questions regarding our operations and planned uses for our new Transx building which is to be located at the above address. There appears to be two specific areas of concern. One is the intended use of the dock area and the other is the use of our shop structure. I will comment on each of these areas individually. The dock area is used more as a transfer area of general merchandise from trailer to trailer, rather than a storage area. Any merchandise sitting in this area while waiting to be loaded is typically only 3 to 4 feet high. We do not have any high stacking. We also do not palletize/rack material for storage. At no time would we stack special hazard commodities 6' or higher. The shop building is used for repair and maintenance of our trucks and trailers. The type of maintenance we perform does not require open flame or welding. It is rather our intent to use the shop for replacement of parts and overall general maintenance and repair. On our prints the architect indicated a H4 class for our building as he was not aware of our intended use. We are now modifying the class of our shop building to a B1. I trust the above clarifies the issues you are concerned with. If there are any further questions, contact either Jay or Larry at ECI. They in turn will contact me if they are unable to resolve the issue for you. Sincerely, Trajo'? nsx Ltd? t Louie Tolaini President j4dA 1991 B UILDIN PERMI CATION CITY OF EAGAN SINGLE FAMILY DWELLINGS MULTIPLE DWELLINGS COMMERCIAL 2 SETS OF PLANS 2 SETS OF PLANS 2 SETS OF ARCHITECTURAL 3 REGISTERED SITE SURVEYS REGISTERED SITE SURVEYS - & STRUCTURAL PLANS 1 SET OF ENERGY CALCULATIONS (CHECK WITH BLDG. DEPT.) 1 SET OF SPECIFICATIONS 1 SET OF ENERGY CALCULATIONS 1 SET OF ENERGY CALCS # OF RENTAL UNITS # OF FOR SALE UNITS PENALTY APPLIES WHEN: TYPING OF PERMIT IS REQUESTED, BUT NOT PICKED UP BY LAST WORKING DAY OF MONTH IN WHICH REQUEST IS MADE. LOT CHANGE IS REQUESTED ONCE PERMIT IS ISSUED. NOTE: ADDRESSES FOR CORNER LOTS - CONTRACTOR/HOMEOWNER MUST DESIGNATE WHICH ADDRESS IS DESIRED. NO CHANGES WILL BE ALLOWED ONCE BUILDING PERMIT IS ISSUED, PROCESSING TIME FOR SEWER & WATER PERMITS IS TWO DAYS ONCE A PERMIT HAS BEEN COMPLETED. PERMIT MUST SHOW A LICENSED PLUMBER. Fbw4PA-mom P"mrr ONLY To Be Used For: 6&e 8(xl.??? Valuation: Date: (pp`? I Site Address Lot 04L Block C?C,' Ejpp lak GKt? jykj f 11A Parcel/Sub f 7 2 5U/ - 066- 60 Owner " z-AW6 - X LTn. Address City/Zip Code ?[M Phone -,7,#,A #,-. ' .-4WM Contractor Address 1-1-11 City/Zip Code 2 -OFFICE USE ONLY FEES Occupancy Bldg. Permit /K ao Zoning Surcharge ,SD Actual Const Plan Review ,00 Allowable V-INRSAC, City 0.00 # of stories SAC, MWCC 46?D'AD Length $ Water Conn. - Depth 7(? Water Meter S.F. Total Acct. Deposit Footprint S.F. & (pgg S/w Permit S/W Surcharge ---? On site sewage- Treatment Pl. 6,Vo On site well Road Unit MWCC System ? Park Dad. -- City water ? Trail Dad. PRV Copies Booster Pump APPROVALS Phone Q45z-655!2Planner Council A h? /Txagr . y?NUEYA4 CWJ 4 Bldg. Off. Variance SUBTOTAL Penalty Lot Change TOTAL ?2 70.?p Address 3-44Q Mg.= I City/Zip Code 0$04k4 &W Phone # 45z -* com 446 agrees that all work shall be done in accordance with Signature o Contractor) all applicable State of Minnesota Statutes and City of Eagan Ordinances. ;II f FEES i" ? A N ?V I EZ.?J IbH1" 00 lC? '7,= 1 / Chu Z (V V n'lWCr I k Gra Tjt rkNT. I y Z 7 b c 2 7? CITY OF EAGAN FOR CITY USE ONLY 3830 PILOT KNOB ROAD EAGAN, MN 55122 PERMIT # PHONE: (612) 454-8100 RECEIPT # BOO `( DATE: mg/g/ EtDX'< PLEASE COMPLETE UPPER PORTION ONLY FOR SINGLE FAMILY DWELLINGS & TOWNHOMES/CONDOS WHEN PERMITS ARE REQUIRED FOR EACH UNIT. ------------------------ --------------------------------------------------------- WORK DESCRIPTION COMPLETE THE FOLLOWING: NO. FIXTURES EA. TOTAL NEW CONST ADD-ON MINIMUM 15.00 ADD ON SHOWER 3.00 REPAIR WATER CLOSET 3.00 _ BATH TUB 3.00 _ LAVATORY 3.00 OWNER NAME: KITCHEN SINK 3.00 _ LAUNDRY TRAY 3.00 SITE ADDRESS: HOT TUB/SPA 3.00 _ WATER HEATER 3.00 LOT: BLOCK SUBD. FLOOR DRAIN 3.00 GAS PIPING OUT. INSTALLER: (MINIMUM - 1) 3.00 ROUGH OPENINGS 1.50 ADDRESS: OTHER _ WATER SOFTENER 5.00 CITY: ZIP: PRIVATE DISP. 15.00 _ U.G. SPRINKLER 3.00 PHONE #: SUBTOTAL $ ST. SURCHARGE .50 SIGNATURE OF PERMITTEE TOTAL: $ COr1MERCIAL INDUSTRIAL!:: PLEASE COMPLETE THIS PORTION FOR ALL COMMERCIAL INDUSTRIAL BUILDINGS AND MULTI-FAMILY BUILDINGS WHEN SEPARATE PERMITS ARE NOT REQUIRED FOR EACH DWELLING UNIT. CONTRACT PRICE: / 9.ctxo. UZT- FEES OWNER NAME: 7-rAA)-s• Y Tru.ckll yq 1% OF CONTRACT FEE. STATE SURCHARGE - $.50 FOR SITE ADDRESS: Lo EACH $1,000 OF PERMIT FEE. LOT: G G BLOCK aL SUBD. $25.00 MINIMUM FEE. e INSTALLER: f)A r.,a P??e_._ /}7T1. __ CONTRACT PRICE x 1% $ / 90 ADDRESS:- 39,clU FEE t??7G? Vat. STATE SURCHARGE $ •50 CITY: CtA JAI ZIP: ?SWL D. PHONE #: LIs- --66 C/s FOR: CITY OF EAGAN S-1-9 TOTAL: $ /go 6x?x?? (SIGNATURE) I CASH RECEIPT CITY OF EAGAN 3830 PILOT KNOB ROAD EAGAN, MINNESOTA 55122 / DATE 194- FFICM AMOUNT $ g DOLLARS im ? CASH CHECK FUND OBJECT AMOUNT c/7Z y3? Thank You C 15813 While--PeyeB?py Yoibw-Pnstin9 COPY Pink-File Copy 8 3 n? I E 2 - .,qTRFECEIVED / ^1h.1\SV.NOVAK ACCESS RESTRICTION EASEMENT THIS EASEMENT, made this, day of Zaj Lyz yt/ , 199f, between the CITY OF EAGAN, a Minnesota municipal corporation, organized tinder the laws of the State of Minnesota, (hereinafter referred to as the "City") and E-Z AIR PARK, INC., a Minnesota corporation, (hereinafter referred to as "Grantor"). WITNESSETH: That the Grantor, in consideration of the stun of One Dollar ($1.00) and other good and valuable consideration, the receipt and sufficiency of which is hereby acknowledged, does hereby grant and convey unto the City, its successors and assigns, forever, the following described easement: An easement over and across the westerly 1.00 foot of that part of Lot 6, EAGANDALE CENTER INDUSTRIAL PARK NO. 2, according to the recorded plat thereof, Dakota County, Minnesota, lying southerly of a line described as commencing at the northwest corner of said Lot 6; thence on an assumed bearing of South along the west line of said Lot 6, a distance of 645.04 feet to the point of beginning of the line to be described; thence South 89 degrees 29 minutes 02 seconds East, a distance of 597.00 feet and there terminating; and lying northerly of the easterly extension of the south line of McKee Street as dedicated in the plat of McKEE 2ND ADDITION, according to the recorded plat thereof. See also Exhibit "A" attached hereto and incorporated herein. This easement is granted for and limited to the express purpose of restricting vehicular access to First Street, except at locations permitted by the City, over and upon the afore-described land, it being understood: 1. The City shall have no obligation to maintain the land and that the Grantor, its successors and assigns, may sod, seed, plant and maintain the land, provided that no driveway or other form of accessway may be constructed thereon. -RECEIVED FEB 2 4 1999 2. The purpose of the easement is strictly limited to access restriction and the City shall have no right to utilize the land for any other purpose by reason of this easement. This instrument and the covenants and agreement herein contained are binding upon the parties, their successors and assigns. IN WITNESS WHEREOF, the Grantor has caused this instrument to be executed this /5-6 day of ?CLUtzcW 199q. STATE OF MINNESOTA) ) COUNTY OF Qpt.?-? The foregoing instrument was acknowledged before me this L day of 199 , by `?U !w ep:,U _ the //Id of E-Z Air P Inc., a Minnesota corporation, on behalf of the corporation. No ary Public APPROVED AS TO FORM: s LOIS L LILIENTHAL 1 NOTARY PUBLIC • MINNESOTA My Commasica cans An. X1.2= City Attorney's Office Dated: rya 151 APPROVED AS TO CONTENT: E-Z Air Park, Inc., a Minnesota corporation THIS INSTRUMENT WAS DRAFTED BY: SEVERSON, SHELDON, DOUGHERTY & MOLENDA, P.A. 7300 West 147th Street, Suite 600 Apple Valley MN 55124 (612) 432-3136 RBB/daj/kmw (206-15524) Easement No. 721 r + !§mmae Kama !§Y=R-weyAazg Iffaallco 9001 E. Bloomington Freemay (35'x) Easement Sketch Fora Bloomington, NN 55420 (612) 881-2455 NW CORNER CITY OF ?'ACAN OF LOT 6 ?o 30 0m, r A /T A A /rl it / r- d 2 / 'r-r- n r-% A I •' ? i„ err- (v,?) h h ?A Irl n n rlA I ti c.. I V Li /-1 L/ L/ I V O I tt I ? J 2 MCKEE STREET NB9 15 00 "W 1.00 PROPOSFI) FACFMCNIT DFSCRIPTION An easement over and across the westerly 1.00 toot of that part of Lot 6, EAGANDALE CENTER INDUSTRIAL PARK NO. 2, according to the recorded plot thereof, Dakota County. Minnesota, lying southerly of a line described as commencing at the northwest corner of said Lot 6; thence on an assumed bearing of South along the west line of said Lot 6, a distance of 645,04 feet to the point of beginning of the line to be described; thence South 89 degrees 29 minutes 02 seconds East• c distance of 597.00 feet and there terminating; and lying northerly of the easterly extension of the south line of McKee Street as dedicated in the plot of McKEE 2ND ADDITION, according to the recorded plot thereof. 98-204 17.27R.IJ12 .Wr 9620400Jd?g SB9 29 01 E L_/-I t Jr'1 / V L//1 L . L_ /.00 S69'29'02'E 597.00 / /--A ITr-?1 RROROSEO U L_ I V I L- I l EASEuENT 205 SO. FT. IA/r11 I^TL/In / l I V LJ V? I I 1//-1 L. E'LY EXTENSION Of THE 5. LINE OF WKEE STREET [)AL)le' A//l) /-1/1/t IVk_/ L v_ 0 v: We hereby certify that this sketch, plan or report was prepared by me or under my instruction and that I cm a duly Registered Land Surveyor under the laws of the State of Minnesota. Dated this 16th day of November, 1998 SONDE LAND SURVEYING. INC. Edword H. Sunde• R.L.S. Minn. Reg. No. 6612 EXHIBIT "A" s City OF czagan FQ12 C r-l t 6/ L &. 6). EGT-n 31 Z- THOMAS EGAN Mayor PATRICIA AWADA SHAWN HUNTER SANDRA A. MASIN THEODORE WACHTER Council Members THOMAS HEDGES City Administrator December 1, 1994 MR STEVE ALSAKER TRANS X LTD 2929 LONE OAK CIRCLE EAGAN MN 55121 RE: PID# 10-22501-066-00 Dear Steve: E. J. VAN OVERBEKE City Clerk I hope this letter accurately summarizes our telephone conversation of November 23, 1994, regarding the status of the Trans X site in relation to the conditions placed on the Conditional Use Permit (CUP) for a truck and freight terminal approved by the City Council on May 7, 1991. My November 23, 1994 site inspection revealed that, currently, the northern portion of the property that is not paved is now being utilized as part of the terminal operation, the new cyclone fence along the west property line is not opaque and there are slats missing/damaged on the fencing south of the new fence, and the trash/recycling containers are being stored outdoors. CUP conditions currently not being met require: all areas of the site being utilized for tractor/trailer parking or movement must be surfaced with bituminous or concrete and the perimeter of the areas must be constructed of concrete curb & gutter, the fence along the western par property line must be opaque, and all trash and recycling containers shall be stored indoors. (I have attached a copy of the 5/7/91 Council minutes) In addition to those items above, which are regulated by your CUP, ground cover on the berm along the north property line has not been fully established, there were a large number of pallets piled up outdoors, and two movable storage containers had been placed near the shop area. Storage of these items requires a separate CUP for outdoor storage. MUNICIPAL CENTER 3830 PILOT KNOB ROAD EAGAN. MINNESOTA 55122-1897 PHONE: (612) 681-4600 FAX: (612) 681-4612 TDD: (612) 454-8535 THE LONE OAK TREE THE SYMBOL OF STRENGTH AND GROWTH IN OUR COMMUNITY Equal Opportunity/Affirmative Action Employer MAINTENANCE FACILITY 3501 COACHMAN POINT EAGAN, MINNESOTA 55122 PHONE: (612) 681-4300 FAX: (612) 681-4360 TDD: (612) 454-8535 As we discussed, your intentions are to surface and install curb & gutter on the northern portion of the lot, install/replace slats in the fence on the western property line, and to construct a trash/recycling enclosure that will be attached to the building and constructed of the same building materials. Also, this enclosure will be large enough to accommodate pallet storage as well, ground cover will be established on the berm to prevent erosion, and the storage containers (near the shop) will be removed from the property. Please contact me regarding this letter and provide me a schedule of compliance as soon as possible. I appreciate the time you have spent discussing this matter and I look forward to hearing from you. Thank you. Sincerely, 4AC Mike Ridley Project Planner CC: John Wingard, Design/Development Engineer Attach/ MJR/mr PAGE 14/FAGAN CITY COUNCIL MINUM i-cu-A-41 May 7, 1991 City Administrator Hedges said this item was considered by the Advisory Planning Commission at their April 23 meeting and they had recommended approvaL Director of Community Development Runkle desert-bed the application and its location. He said all lots meet the requirements for width and the applicant is in agreement with the conditions set by the Advisory Planning Commission Mr. Runkle said there is no sewer or water available to these lots at this time; however, the Cir/s present policy provides that every piece of property in the City will be served by utilities Because this property is at the cad of the t>tu?iea lines and because of the sizeable costs, it is questionable whether it is in the beat interest of these properties to extend the trunk utilities. The Council agreed to eliminate We of the standard conditions of plat approval reprding > . Gustafson moved, McCrea seconded a motion to approve the preliminary plat for Skyvkw Addition for Lahner-Dtmn, consisting of three lots in approximately 16.4 (Agricultural) acres located in the southwest quarter of Section 36 and subject to the following conditions. 1. These standard conditions of plat approval as adopted by Council action on July 10, 1990 shall be complied with: 111, B2,84, Cl, C2, D1, El, Fl, G1, Hl. 2. A variance to the minimum lot width for Lot 3 shall be approved 3. No direct access shall be permitted from Highway 3. 4. The development shall construct a ditch along the east side of Dodd Road Driveway culverts will also be necessary where the driveways cross the ditch. 5. The development is required to intercept the site runoff in the east ditch of Dodd Road and convey it easterly to newly designated Pond LP-23.1 at the southwest corner of Trunk Highway 3 and Farm Road 6. The developer will be required to increase the wet pond volume of Pond LP-23.1 by 1 acre foot. 7. The well and septic systems shall conform to City, County and State standards. Aye: 4 Nay. 0 (1 Abstained - Pawlenty) CONDITIONAL USE PERMIT/TRANS X/TRUCH AND FREIGHT TERMINAL Mayor Egan introduced this item as a Candit+M,l Use Permit for Trans X to Allow a Trod and Freight Terminal in an LI (Light Industrial) District on Lot 6, Eagandale Center Industrial Park #2 Located Along Lone Oak Cin]e in the Southwest Quarter of Section 2. Director of Community Development Risible then deserted this conditional use permit and its location. He described the number of trips proposed to be generated at this site, however, the City's traffic consultant did not feel it would overburden the traffic system at this location. He added that one additional issue unrelated to the conditional use perms and involving the storm drainage system will have to be resolved. He said it was an issue that would iinvolve a amber of Giber properties also in this area. Mr. Mike Greaser, of Eagan Construction, and Mr. Bob Vanney, an architect with Vaaoey Associates, warn present to answer any questions. The City Council thus discussed the strilities questions with Director of Pul)k works Colbert. Mr. Colbert said the existing norm sewer system will not be able to has& ronaff from this was when it n fully developed. He said psyment for these improvements would be tbroogh a public improvezmew and ail besei5ttm properties world have to be u6mi6od Payment would than be from a special amt or combination of special assessment and norm water futility ftm b* Disamos thus eased regarding the adequacy of the system which was designed and installed approximately 2D years ego Coana'boember Pawleoty asked that wbea the special assessment hearing comes before the City Ceuta-l, that additional background be provided on the utility system at this location. PAGE 15/EAGAN CITY COUNCIL MnaLrlEs May 7, 1991 Gustafson moved, McCrea seconded a motion to approve a conditional use permit for Trans X to allow a truck and freight terminal in an 1.1 (Light Industrial) district subject to the following conditions: 1. Motor fuel operation shall be approved by the City Fire Marshal. 2. A landscape plan shall be reviewed and approved by staff prior to building permit isstuance. 3. An trasb and recycling containers shall be stared indoors ® An opaque fence or a compact hedge is required to be provided along the west property line and a special permit was approved for a fence in excess of sis feet but not more than eight feet. 5. All signage shall be subject to the one-time sign fee of UM per square foot. 6. All other applicable Cry codes shall be adhered to. 7. A detailed grading, drainage, erosion and sediment control plan must be prepared m accordance with current City standards and approved by staff prior to issuance of a grading permit or building permit. 8. The storm sewer layout for this site shall be designed in accordance with the City's storm water management plan. Current City code requires that parking lots shall be surfaced with bituminous or concrete and the edge of the parking lot shall be constructed with a concrete curb and gutter. The parking lot shall be constructed with concrete curb and gutter to contain all vehicles and to convey sud4cx water runoff to the proposed storm sewer. 11. The developer shall protect the ecsting 18 foot sanitary sewer force main that runs along the south property line of this site. The developer will be responsible for any damage done. 12. The driveway connection to the site at Lone Oak Circle will be required to be constructed with a concrete apron. Director of Public Works Colbert said that with the upgrading of Lane Oak Road, the drainage in the general area would be studied and he suggested that the study be expanded to include Lone Oak Circle, became some modifications may need to be made at that intersection. Aye: 4 Nay. 0 VARIANCEA NI TED MOR'T'GAGE CORPORATION WFSCOTf ROAD SETBACK Mayor Egan introduced this item as a Variance for United Mortgage Corporation of 15 Feet to the Required 50 Foot Setback off of Wescott Road, Lot 25, Bloch 1 and Lot 1, Block 4, Hulls of Stooebridge. Director of Community Development Runkle said both variances are for kits at the intersection comiol into Stonebridge off Wescott Road He said the lots hm their am= off Chatham Road. Mr. Wayne Tower, representing United Mortgage, said they initially went into this project with a PUD. He said they assumed they had special sideyard setbacks over the entire project and would act have had this lot alignment had they known the 6deyard setbacks were act what they bad thought. He said they were requesting a 15 foot variance to Bet back to the 5o foot building pad that had bas used is the Teat of the project. The hardship for this variance would be eoepatIft with the rat of the homes belt in the area: Mr. Steve Bryant, representing weal Pd"iog, pointed oat that West Pd&bwg is directly north of these lots and expansion is likely to occur as their property. He amid West does not want future responsibility for any problems perceived by the adjacent residential area particularly when they are asking to son their homes closer to the West facility and property proposed for future eapansion. Gustafson moved, Egan seconded a motion to approve a variance for United Mortgage Corporation of 15 feet to the required 50 foot setback from Wescott Road subject to the following conditions: of eagan 3830 PILOT KNOB ROAD THOMAS ELAN EAGAN, MINNESOTA 55122-1897 Mayer PHONE: (612) 454-8100 DAVID K GUSTAFSON FAX: (612) 454.8363 PAMELA McCREA - TIM PAWLENTY THEODORE WACHTER • Council Members THOMAS HEDGES August 9, 1991 City Administrator EUGENE VAN OVERBEKE Cicy Chm JAY FEIDER ECI BUILDING CONTRACTORS 1771 YANKEE DOODLE RD EAGAN MN 55121 RE: Trans X orrice/terminal and maintenance shop Dear Mr. Feider: We have completed our review of the plans and specifications submitted in pursuance of obtaining a building permit for the above-referenced project. The construction documents may contain certain deficiencies which may not be included in this report, but this shall not be construed as an approval of such deficiencies nor relieve the responsible parties from complying with any applicable provision of the Minnesota State Building Code or other state or local codes, laws, and ordinances. 1. Provide recycling space in accordance with Minnesota Rules, part 1350.1775. Please note that such space must also comply with Article 11.201(d) of the Fire Code. 2. Provide a janitor's service sink on each floor level of the office/terminal building. See Minnesota Rules 1305.1795, table 5-E. 3. Please verify that toilet compartment walls are finished with materials consistent with the provisions of section 510(b) of the building code. 4. Bollards should be provided to prevent blockage by lifts, etc. of doors 0-209A, 0-209B, and 0-216. 5. Goosenecks should be provided over the parapet on the ladder (of detail 3/A-5). 6. The structural drawings and specifications should be reviewed by the structural engineer of record and revised, as necessary, to accommodate the proposed change of grade at the main entry of the office building. THE LONE OAK TREE...THE SYMBOL OF STRENGTH AND GROWTH IN OUR COMMUNITY Equal Opportunity/Affirmative Action Employer JAY FEIDER AUGUST 9, 1991 PAGE TWO 7. Section 302 of the building code was recently amended to include a provision requiring that applicable "Section 306 Special Inspections" be specified in the construction documents. Please have the engineer of record complete and return to this department the enclosed "Special Inspection and Testing Schedule" (guidelines for its use accompany the schedule). Each special inspector must submit a final inspection report to our department before a Certificate of Occupancy will be issued for either building. Also enclosed is a sample "Special Inspector Final Report" which may be used to fulfill this requirement. 8. Because the Code requires the project to be built in conformance with the approved plans and specifications, the structural specifications must specify the appropriate Uniform Building Code standards applicable to the project. Wherever other nationally recognized standards have been adopted (or amended) by reference in a building code standard, such other standards, when specified in the construction documents, should be cross-referenced to the specific UBC standards. 9. Provide handicap parking signage as required by Minnesota State Statute 169.346. 10. Rooms that connect with the maintenance shop (such as offices, lunch room, toilet rooms, etc.) must be supplied with conditioned air under positive pressure. See section 705 of the building code. Sincerely, L i Toe Merchak, Construction Analyst Protective Inspections Enclosures JWJs cc: Doug Reid, Chief Building Official Robert F. Vanney, Architect Louie Tolaini, Trans X LTD a STATE OF MINNESOTA DEPARTMENT OF PUBLIC SAFETY DIVISION OF STATE FIRE MARSHALL 285 BIGELOW BUILDING 450 NORTH SYNDICATE STREET ST. PAUL, MINNESOTA 55104 TELEPHONE: (812) 843-3080 September 16, 1991 Petroleum Maintenance 3172 Spruce Street St. Paul, MN 55117 Ed Puchtel (612)484-8264 File No.: 91428 M.P.C.A. Certification Number: 0037 Proposed Date of Installation: 10/01/1991 Date of Preliminary Approval: 09/13/1991 OC ? vD Lk?dnp4lQ ?A??oc N? RE: Trans X Trucking, 2929 Lone Oak Circle, , Eagan, MN. 55122, Jay (612)452-0555 The installation of one (1) 20,000 gallon and one (1) 1,000 gallon underground sti-P2 tank with coated steel piping having zinc anode protection. To have daily inventory and tank tighteners test and XLP line detector, spill basin, overfill valve, and washed sand backfill. To be used for diesel self service dispensing and waste oil storage. To Whom it may concern: The plans for the above installation have been reviewed pursuant to Minnesota Statutes, 1984, Chapter 299F.19. Preliminary approval is given for the aforementioned project subject to compliance with the provisions of Minnesota Statutes, State Fire Marshal Regulations, and local ordinances and permits. Construction shall be in conformance with Article 79, Flammable and Combustible Liquids, contained in Minnesota Uniform Fire Code (1988 edition as amended). Final approval will be given following an inspection of the facility by either your area local fire authority or Deputy State Fire Marshal. Approval of the project described in this letter does not relieve the applicant of responsibility to other Federal, State or local agencies regarding adherence to regulations or the need to obtain necessary approval. Questions concerning this project should be addressed in writing to our office for a formal response. Please refer to the file number listed above in all future correspondence concerning this project. Yours very truly, Thou R. B e S ate Fire Marshal Ro ert J. le Deputy Stat ire Marshal - Code Specialist RJJ:ckw PS OM7-0 (?rw) FAra 1-rv STATE FIRE MARSHAL DIVISION 285 BIGELOW BUILDING 450 NORTH SYNDICATE STREET ST. PAUL, MN 55104 UNDERGROUND FLAMMABLE AND COMBUSTIBLE LIQUIDS. PLAN REVIEW GUIDELZNF .. PLEASE READ THE FOLLOWING INFORMATION BEFORE BEGINNING: - Fill in the information blanks completely. - Where not applicable mark NA. - Submit all material in duplicate; include one guideline sheet for 2,=h plan to be reviewed. - Include plot plan of property showing location of adjacent streets, highways, buildings, surface waters; and other immediate surroundings. - Incomplete information will result in the plans being returned. Date: '_/-i_/-2L mo day year Tank Site: Company: i ._G Address: City/State/Zip:, Contact. J porntractor. Name:_ Address: Contact: EP PUC N 71'1_ Phone MPCA Contractor Certification Number: Tank Information: Capacity: -11-ZG?, L 3-=' 44 Product: 1[?i-S(r 2_!::L 5_tC 3 Construction:1 -:5T) - P?i 2 3 4 Piping (material): Vent Linesit? ??sPensing Lines- Type: Full Service Self Service =Storage Corrosion Protection: Yes(= No- Type of Anodes Installed: Tanks`2/NK : Pipirig X Date of Installation: /O3 l //-2z mo day year Phone:( ?dZ) ?/?L. -C?S.S?ST THE FQLL0WING ii?'FCJRMA?7UN bfl1?.T'E??riS%'utOt !7 F=faf? PCA U,SF Dn/Gy .Xi?rvall,<a?y/ crl??K D? 1t;- beak Detection Method: Tanks??nrlr 7e?t Piping_2lLP and. it ? No --- SpUI Prevention (Containment Basin): Yes o'T Wj ,Overfill Protection: Type OPW Cn/ ° Depth to Ground Water. Anchoring: Required &ZA Not Required- Type of Backfili: LLIah =) -&74A1 sp'}ay? All plans submitted must show at least the following intcrmation on plot plan. Give measure- YES NIX YES N/A (A l ) Property Lines ,P ( 1 (?. ( 1 [iuLldingla) ?1 ( 1 ( ( ) Tank Size ?! { 1 ( ( ) Produce in Tank { 1 { i l) Tank 3ury Depth ( ) Concrete Thickness Over I I t l Tank l 1 1 ) Tank FL11 Opening ( 1 ! t ) Driveways (114 { 1 Emergency controls ? { 1 (???ttt { 1 Leak DececClon !?O { ) t'I Overfill Protection p{I ( ) ( I SpL11 Prevention {?Q { ) t I f kt Remi Vent Pipe Tarminaclon Type vent Pipe Size Piping Layout Locaclon of Dispensers Waterways Dispenser Procaeclon signs: No Smking-Shut Off accoc Niniyrsm age for Self Serre - 16 Years Old 20hc :Sin. Fire E)cctnguisher Sall Serve Attendant Location Tank Location and Clearances SackfilL Type AnchorLng hyflMrt-V emrv r+n»v Alrr4m R^ 17RF'.?F'tlTm AT s7Tv FOR RE*/-rZW. OFFICE USE ONLY UGPTAAI Review Scamp Area Scamp In Area REVIEWED PECTION . ® SUBJECTTD FINAL INS ? ? AND ANY CHAN®ES NOTED. ? ? 1 e CONTACT LOCAL FIRE AU f {fJ! ! s Y ? ? Q? . PRIOR TO,`PIR CT START. ?Q VQ? ? Mi4NESOTA 8? E IRE rVIARSl•' AL process Comp1 d ca :failed OuC / ? ?r Date :4iscallaneous Information - REVIEWED ® SUBJECT TO FINAL INSPECTION AND ANY CHANGES 7`IO7 ED. CONTACT LOCAL FIRE AUTHORITY g1p-.kF;1i c«6e e6c,%q surd PRIOR TO PPOJFC;T•START. T? Ft IRE MARSHAL BY Date: s $rc D VW 4116A EA ENo By mrlp. 6n L'U"'C.PETE ? / ? Sf?Z RE/Nfa?? RECEIVED SEP 09 1991 Fire marshal Division St. Paul, MN ZpooO 5T1- P3 ? Sx ri pl,cs?L ???L 1>S--rjSER v /ENT % 4we- Y QhfDDE ICALSUSME-?SYST??"1..T??s_?L.?A? __ - REVIEWED ® SUBJECT TO FINAL INSPECTION AND ANY CHANGES NOTED. 0 CONTACT LOC/kL-Fj IRE AUTHORITY PRIOR T//O'/ J Cr START. N INNESt77,, S FIRE MARSHAL Date: LT pA?T _ VeaL? Flt?hosE o ?cu?N6?o??T'' . um I *MP£ M? 4N.K Anlon?_ ,. . ?C\?a S QaJ yEr,-ChP CIE0KlrgA,"t4 ZD?J`/ VENT 0 A P YFn?t L;4c f Bury vEVtk .G 3Ft ril -f % e,r XIIJ111741,ow 4vet /-,-IL ovver-- aooven 7, NWes 5 6r4L ouce Sfill mlol oIF/ zM / Iy z 77INe X10610E Z„ n,,,,, E? ENJ r3Yr DZA&J olL REVIEWED -- o SUBJECT TO FINAL INSPECTION AND ANY CHANGES NOTED. ® CONTACT LOCAL FIRE AUTHORITY PRIOR TO PROJECT START. MINNS/O/?TA, A'f?/SIR /fViARSHAL By: 1-7 Date: CGE?^,y ?iPNO s?hal -fo A1Ert?- sPits EXclgvtl £i ON $ Ft. co V* of C ` oxoodo Ee St Qa Y . , r . IQQ, r C = I ) N a REVIEWED ® SUBJECT TO FINAL INSPECTION `s AND ANY CHANGES NOTED. 0 CONTACT LOCAL FIRE AUTHORITY PRIOR TO R T START. fi f?N'EA';??TA FIRE MARSHAL [late; 1 (?w?, JTiurY AHo fi k ?tp r,? .. I?Ir•. ? out 4 -- - - r G `??"-}yWl ? Vee copt sfcEC L4??J ?J I ,, w? ??1:? ? -- ?+ sic.+r: LrNe ? G?=11=-i .: r7 J' G ?IESE r?? • 2 f?A std r ?'??//??? ?. TERm L? Zo BCz f, 9 pi3pe?pt ?n ?'? 'Copt srf? `111-P3 NI ZO Ft 1 ?r 4?•r • m Z" V=`r'HLNC? J .? [-ice rF?n Q ( WpSGi el L5T?P3 Ft CLe??AEI F A, I _ n_ - e ' tEft. lS:.anr? i Do4ij' ?Z V ? r! ? o USTR>ES - 1 !3. 17 --WLJTH _- - r • r. Q I N LITIUrY Arlo ?uiHKE / "I COIL BPD 12" conc. pac;lrly P? LT Y• Date;: __ ?... EVIEWED - • ® SUB CT TO FINAL INSPECTION AN ANY CHANGES ,tiIOTED. 0 CON CT LOCAC'I'FRE AUTHORI T Y PRIOR T{717`RE?T STAPT. pppp11rAIIAr,'' 11 {I IYII?S f r ? li'(.ti 0`!!ri?u?If FrL f ?i I Jc- /JR?, -ZAI 0 445.00 -- ? • ?G?rd ? .p' ( d \1 ?I?tT'27 4 U r_ ? F:I?E faYnRP'aj 1.IA'r? 249'_ DOCK RAMP . 4 0 , sort pz?, V ??L ? LG<CJ t ?pPIZ.J j ? 9 .N o? I I } ?T-j ?4.0° ? 4•c" cor-N. S'poP'SF% 51R?? I ,,EEL " y:u' 1" ?rL .I to FAO S-ICI 4k(^ 1. 41 OFl ?b° t3/?5E a -EVEL •: i - ?- u 13 'N o '' ' ? CI . Ai -o . JIr• NI I y,., I ! I II; I 1 . - 7 i I I .. Pal3wo ?' i r' 51!21PIr•I? RECEIVED SEP 09 1991 Fire Marshal Division St. Paul, MN ,?X LARD-. w sc. VZc SPECIAL INSPECTOR FINAL REPORT Date: 11-11-011 ToCity or County of: Address: 3 g 3 PI LaT ?6 ??? City: f,,* el NN State: M A/ Zip Code: 57 S 12 2 Attention: II .?-? 6A V, F- C,Wkx Re: Final Project Report Project Name: Address: (--6 N£ o *e- G( rLa r To whom it may concert: This is to certify that I performed special inspection on the following portions of the work at the above address which required.Qewii inspection, and which l was employed to inspect: < ta4ytaEn M as du R? Ht S ( je, ; 4-fm rc1,%f Based upon my personal observation and written reports of this work, it is my judgment that the inspected work was performed, to the best of my knowledge, in accordance with the approved plans, specifications, and the applicable workmanship provisions of the Uniform Building Code. V r ruly yours teial inspector's Signature) Date J A*%.%V S V^f ?L SCH$11- M1 A) AfA Pt`s E0i4Q 794'8 Print Full Name ID Number cc: ClientAfikwmr r`M" CawSTJ 25 A;Qk 4eo Metropolitan Waste Control Commission Mears Park Centre, 230 East Fifth Street, St. Paul, Minnesota 55101 612 222-8423 July 2, 1991 Mr. Joe Merchak Construction Analyst City of Eagan 3830 Pilot Knob Road Eagan, MN 55122 Dear Mr. Merchak: The Metropolitan Waste Control Commission determined SAC for the Trans X to be located within the City of Eagan. This project should be charged 3 SAC Units for the Terminal Bldg., and 1 SAC Unit for the Shop Bldg., which equals a total of 4 SAC Units as determined below. Charges: Terminal Bldg.: Office 4506 sq. ft. @ 2400 sq. ft./SAC Unit Storage 6400 sq. ft. @ 7000 sq. ft./SAC Unit Total Charge: Shop Bldg. Employees 6 employee(s) @ 14 employees/SAC Unit Office 182 sq. ft. @ 2400 sq. ft./SAC Unit Parts 806 sq. ft. @ 7000 sq. ft./SAC Unit Total Charge: If you have any questions, call Roger Janzig at 229-2119. Sincerely, 0.4 dxz- Donald S. Bluhm Staff Engineer DSB:RWJ:jle 91070251 cc: S. Selby, MWCC Carolyn Krech, Finance Department, Eagan Jay Feider, ECI Equal Opportunity/Affirmative Action Employer O SAC Units 1.88 .91 2.79 or 3 .43 .08 .12 .63 or 1 E C I 6 11 1 F 0 1 N C C O N T R A C 1 0 R S October 7, 1991 TransX, Ltd, 2360 West County Road C St. Paul, MN 55113 Attn: John Butler Re: TransX Eagan, MN Dear John: The firm you have furnishing and installing the dock doors is using untreated lumber within 6" of the floor. It is a code recommendation that any wood material within 6" of the floor be a treated material to avoid deterioration. You will probably find it necessary in the coming years to replace these pieces of wood as needed in your routine maintenance. Sincerely, E C Building on ractors ryrell ice President of Operations LDG/cu cc: jeh./City of Eagan 1771 Vaakrn Doodle Road, Fa6917, eTinnerla 55121 Phone (612) 452-0555 • fax (612) 452-0057 Fquel OppoilamtV fmplnver FISCHER ENGINEERING. INC !6 West Seventh Street ?0? T. PAUL, MINNESOTA 55102 p6 6-0, DATE ....._...._._._.....!._ 11 ?l SUBJECT Al yrrll .° -....... .K-t . 6s ?C±b / 1AF AjDU#41 ? o AJ ?.. __... E St!! SCH?._cl _..__ 4ttir AAA To M 3._ tfiddZ-? ..r(.Jfcc7c?S oy rH?E ..-.. ?f1v? J L6sz/ ......... ....,.._._,. SIGNED ? PLEASE REPLY ? NO REPLY NECESSARY t;1L8' ? ? v BUJ ULV} VGF7 FISCHER ENGINEERING, INC. CONSULTING ENGINEERS 506 WEST SEVENTH STREET ST. PAUL, MN 55102 (612) 298.0033 k 4 kr i ? rc ADDSNDUM#-L= ? . " rya project; Trans X Office/Terminal & Shop Lone Oak Circle Eagan, MN 1a csdr n? is ?? : •?- s i Contractor; ECI Construction, 7w l- 1. Sheet.S-1 Increase reinfording at basement walls to #5 9 16" on center vertical where exterior grade was raised on west and part of south wall. (This was done as a field, change by the engineer and has been inst'alled)'• nyn 2.'UBC Standards cross-.reference: x i' 15 t`4 # - - yt pz? ? 4 kx Structural Steel Material ASTM A36,. ; i 41 A500 & A325 UBC 27-1 r' t AISC Specifications-=----------------------- . UBC 27-2 _ 4a Steel Joist:,nstitute Specs------- SBC 27-4 ----------- ASTM A325 High Strength Bolts---------------- UBC 27-7 t Concrete Masonry Units ASTM C-90, Type I----- UBC 24-6 a. Reinforcing Bars ASTM A615 Grade 60-- ------ UBC 26-4 F ,4 'S•9 .. t x Y fy 1, - t??ry ?zd•? 4A t F yarn .t 7??? ?.+i sF twa: S a 4}k $b4 A. 0?'t r?L?*r? _ ? b ?Yyui}??'? aji?r t it=sf{ Sx???r ,sF s l t :.. ,d Fr ? k[i ? a ± "y{ ." frF L tf A r? r? Mh x pia !' ,if c'aJns yN 4 a i p d i >+yi?T{ 1//f b i?.rya" k ? kC?' b t i 33M., Fy i4T ?y aril'. ?` w f s*??* y rY .•, , ,_ 4 n ?'i b w, w zrfa x ?? , r - 4 s ?3 ?hr r br 3 ? `'t y ?: r s v. 6#iCIAL`"Z> GVtCtI0X ANb`T88TINd SCa»DULIt (To be used in accordance with the "guidelines for Special Inspection and Testing") PROJECT.NAME Tf2 AIaS o ?F1 C T R N S PROJECT No. LOCVION L 601 4 A (L L !? : (1) '1?Ar G AtiI L4 A) PERMIT No. Q?lnTl• fuwwsw.w?wu www?w...? cation T e of Re o t i sectLo 1 Desc t 2 yp Firm 3 p r F e enc Ass gned Firm 4 PL 'AN vijC ?A.SdU? rj$ '(?ME S 76 Pt.a 5-? 5 a3zr u , tSnt.t1 5 t T1M£ U, UumwLn . nows? This schedule to be filled out and included in the project specification. Information 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) Use descriptions per U.B.C. Section 306. (3) Special Inspector, Testing Agent or Fabricator. ?E- (4) Firm contracted to perform services. FISCHER ENGINEERING, INC. 506 W. 7th Street ST. PAUL, MINNESOTA 55102 ACRNONLEDGEMENTS Each appropriate representative must-nign below: Owner: Firms Dater Contractor: Firms Dates Architq = Firms Date: SERB Firms_ Date: °j-13-gJ • Sts • -A- Firms_ >A.* y- Dates all Firms Dates TAs Firm: Dates TAs Firms Dates Fs Firms Dates Fs Firm: Date: • The individual names of all prospective special inspectors and the work they intend to observe must be identified on the reverse side o f this form. VE Legends SER Structural-Engineer of Record SI Special Inspector TA Testing Agent F a Fabricator Accepted for the Building Department By Date: NSP?7'02: ?IEM?S T??f.?1 / `PIE. 6 RaUQ IJ G v F A$d AJ R? I.V1H.t? Z , SF? Y? (AISZ/?Lt?OTtaw a F 'C£N S1owCa?(Z,ac[-?O A73 Z` ?o 1.T1 a-N 4?nr? ?o g C?N?v?'e7[o?f { x ' FlSk NER ENGINEERING, INC. • 526 West Seventh Street ST. PAUL, MINNESOTA 55102 (612) 298-0033 TO C S uS C'? rri'V THE FOLLOWING WAS NOTED: ?ur Gt / ?'kliFlUT Sr nAJ JKy p - ? lrJ „c.Irt,,(- / Lc ?1 t?;9' i t / 'm 0 J Al O N(-) o vs rv rv ?(c?CAl c 1r/ DATE _ C ?/ Joe NO. PROJE !? ni S X LOCATION CONTRACTOR OWNER WEATHER TEMP- G at AM °a? t PM PRESENT AT SITE COPIES TO ?Y° 0 SIGNED FISCHER ENGINEERING, INC. 526 West Seventh Street ST. PAUL, MINNESOTA 55102 (612) 298-0033 TO C '7 "71 VNJ+- Ct,- ?>3d iii:ic. t' 9-D C'n' A,I; /.q r./ S5 i ZI THE FOLLOWING WAS NOTED: j,?I rL r' C_ ?? - G r 14, T-CL IN Orc c d p! n 4 - ?n 5 f7lk LXV t)r-f I C 4 rti c; c DATE r, rA 1 -- JOB NO. PROJECT LOCATION CONTRAC ?tC OWNER , `h WEATHER TEMP. Oat AM PRESENT AT SITE r t ?7 ---t.-.:v ,i.i I ?A ?, "_ (tj P' Ace COPIES TO t SIGNED FORM 241-3 - Available from ;;VC ri I1c., Groton. Mass. 01450 I C .r tV.N./?.?s!. a w W.CRVOFaagan 3830 PILOT KNOB ROAD THOMAS EGAN EAGAN, WNNESOTA 55144.1897 "for PHONE: (614) 454$100 DAVID K GUSTAFSON FAX: (612) 4$4.8363 PAMIRA Mea+EA . TIM PAWLENty THEODORE WAOMst Council Members a HEDGES August 9, 1991 emAMfteor EIJGE!VE VAN OVERM(E. CRY Otrk JAY FEIDER ECI BUILDING CONTRACTORS 1771 YANKEE DOODLE RD EAGAN MN 55121 RE: Trans _X office terminal and maintenance sho Dear Mr. Feider: We have completed our review of the plans and specifications submitted in pursuance of obtaining a building permit for the above-referenced project. The construction documents may contain certain deficiencies which may not be included in this report, but this shall not be construed as an approval of such deficiencies nor relieve the responsible parties from complying with any applicable provision of the Minnesota State Building Code or other state or local codes, laws, and ordinances. 1. Provide recycling space in accordance with Minnesota Rules, part ].350.1775. Please note that such space must also comply with Article 11.201(d) of the Fire Code. 2. Provide a janitor's service sink on each floor level of the office/terminal building. See Minnesota Rules 1305.1795, table 5-E. 3. Please verify that toilet compartment walls are finished with materials consistent with the provisions of section 510(b) of the building code. 4. Bollards should be provided to prevent blockage by lifts, etc, of doors 0-209A, 0-20913, and 0-216. 5. Goosenecks should be provided over the parapet on the ladder (of detail 3/A-5). The structural drawings and specifications should be reviewed by the structural engineer of record and revised, as necessary, to accommodate the proposed change of grade at the main entry of the office building. THE LONE OAK TREE-THE SYMBOL OF STRENGTH AND GROWTH IN OUR COMMUNITY TiT'A Equal Opportunity/AffirmativeAC,+!M+Fmnlnti r,,,, rr,•In Tr 1, ?1. JAY FEIDER AUGUST % 1991 PAGE TWO 7. Section 302 of the building code was recently amended to include a provision requiring that applicable "Section 306 Special Inspections" be specified in the construction documents. Please have the engineer of record complete and return to this department the enclosed "Special Inspection and Testing Schedule" (guidelines 16r its use accompany the schedule). Each special inspector must submit a final inspection report to our department before a Certificate of Occupancy will be issued for either building. Also enclosed is a sample "Special Inspector Final Report" which may be used to fulfill this requirement. & Because the Code requires the project to be built in conformance with the approved plans and specifications, the structural specifications must specify the appropriate Uniform Building Code standards applicable' to the project. Wherever other nationally recognized standards have been adopted (or amended) by reference in a building code standard, such other- standards, when specified in the construction documents, should be cross-referenced to the specific UBC standards. 9. Provide handicap parking signage as required by Minnesota State Statute 169.346. 10. Rooms that connect with the maintenance shop (such as offices, lunch room, toilet rooms, etc.) must be supplied with conditioned air under positive pressure. See section 705 of the building code. Sincerely, . 'Joe Merchak, Construction Analyst Protective Inspections Enclosures JM/js cc: Doug Reid, Chief Building Official Robert F. Vanney, Architect Louie Tolaini, Trans X LTD R/F'A NWT-Ung A-IGWM6J 2S:60 I6e ET !Dnu a- 2 6- 9 1 WED 9:11 W E M Z E L MECH. P_ 0 1 f 4- L-,- NEr&Y ?c " 7 P?j ENE ?,K. C- ol BVILT--Ur' P-or.?F I -T 11 sup9 WAw V, 4s;w, F L?fn . _ e ..1.77 _ 5- ex,1< QFFtG?. _??u. _ S`?t`I .P 1 ??p Fli-n _ Post-IV brand fax transmittal memo 7671 Notpages . To Frn Co. D 13 epl. Phone s _no FaxX ?2 5 FdXM s?/7f?G 5- 2 5- 9 1 WED 9: 1 1 W E N z E L MECH. /?, Q ` ??`? Lv? yGp,Cstan? ? M N P . 0 2 (o P PAr?TS (r122? g,?Utt _ AY?co s - C--l?) 1 aQOtLoI WN;-- f K1"]. ?faN?: ? ? DC_ f .COQ ?c -68 ' zBSf _. p?-ts CL-0 L,)fW)-, .. ? - . -- .-- 1-7 0 G- 2?- 9 1 WED 9: 1 4 W E N Z E L M E C H_ ,e IGO, P_ 0 4 OFF (U? rap-) 45 el > 3rd' 2?.¢1 h!!? TS.-. ?? 7 ?B6J F . Pi IN, ?PDP... To FA?. _P-oc.7 r ( .10 r> ?c 8I Zv ? 71 J? T() 0 .wry UL' 340 4 ( ap VC _ - - I = ! D 3 6t,3 D r. . r2 /S 34-CP ..K.. !(p Dc S (cl ?C?7 Sly E?bO +Z.-- P4, .•.= g ..?_. 8. _? ..' 2.e?o? z 4o j _- ??Fr?. Zia 1.1?? Sl..'.. 17 4RCoo 23 ?7T7 I . 6-216-91:L WED 9:15 W E N Z E L MECH. P.05 of 4r, q. N le - -toy.1 U ?1?.? .?,p X Ir ?C g p >OJvt-- CAA04r 32 x l I S2 17 d. ----= ------ - - --fit Q )k . ????? ---- --L_ 1 ?-_ - G- 2 1 W E D 9 rREr?zIED sr OFFICA_ -7- t MAML Or Joa S WENZFyL, fTw% *r Air Comelldowater Company DATE ? ?q r PROP NO JOB No a??ca eo • size Z x to COO FT {veal Tlq EETIrAT[ FOR Wr tu{ LOCAL TIM PEAK LOAD NSA bra IT[* ARG OR gUII SAC OR F I P R ION OUANT/TT T[11F. DIrF. ACTOR EfY/PAULA CONDITIONS B WB %RH DF fit LR LAR OAII?-aLAiS SO 4 i T R OA I Ina- CLAM 0 SO FT X t x GLASS SIN FT X X L n' a V Rr! 1? R Ntt S x _ ? GLAM So FT x 110 x lAM 10 n SO FT x X [mTl• OUTDON AIR l ,?\ I v v SETLISNT FT CATION FROM -, ,re/Far a L SOLAR ?ti TRANS. "IN--W & a" IT X - fFUNa h ? CFO VENTILATION All WALL So FT X x i f $WINGING ,"WALL SO FT X ?f/? X 1 RaVOLPINa DOORa ?iOrLa X Orr/?il9w a O D WALL SO FT X X IrnL• PEN OOR[ books x Cm/0"S a K SO ALL S So FT X U X T?TIFR INAUST FA C K F Roof-SUN 5o FT X X 1 RAC EET X ------------ crt/n a r Irf1LTRATIOM ROOF-SHADED FT x CFM OUTDOOR AIR THRU APPARATUS ¦ CrM, TRAM. GAIN--"C APT ALLi ROOF lLL GLAM SO FT X X I APPARATUS DEWMINT EFrECTIVE ErraCTlva Roo Sam HEAT 'ARTITION So FT X E/NF _ m s. _ R FACTOR NEAT rrracuva Room TOTAL NEAT - :1116INr So FT x x LOOS 54 FT X X DP INDI ATED AD? = F = F SE ECTED AD NrILTRAr1oN Crr x x .a DEHUMIDIFIED AIR QUANTITY T op. iNB (1-- BF) X (Two ,._F-T FI _ ' INTERNAL NEAT co?LE ?RDru x jre D[kyr, CFr arr EFFECTIVI ROOn SINS. NEAT = Val 1 06 x F OWEF NP a IRNTS 2r ?1f WATTa X S.A X Qy ?lO?tt . rtrP. uw Room Sams. NEAT _ FL¦m-wnn All) rPUA Cn ETC. x VF. LOB x Crr M DDITIONAL HEAT GAINS SUPPLY AIR QUANTITY Sub TOTAL S F T ROOM SENS. HtAT TORA66 So FT x - G Y Crm. 1.06 X F Dialogs SI" SUN TOTAL Crr - C = C Af ETY FACTOR 1 aA rr DA FN, 16, _00-M $[Hsi 1 RESULTING ENT 6 LVG CONDITIONS AT APPARATUS FPLT SUPPLY ICY peer ?Ar IAT CAI IS % } Laaa. Logo N. P. % ADD CFr T!F -- F+ CFmt x (T.--F -T X__F) ON TEDR-- uT Alt CPU X F r o L T•or --F t _NF X ITas{---F - TAbp__F) -? TLSR- DS iROM PSYCH. CHART: T , F T RL R , LWIL LATENT HEAT IrILT ATI m / X IPRILI X O.O Na 'C LO?LE PsOPI m TEAM Lf/Ke 1 /?LIANCfi ETC. DITIONAL HEAT GAIN{ 1 IA so/Ls NTOTAL ,r TT FA TO1 SIR, boom I??LY DUCT LRAILA LO u -IfFlItTIVE ROOM LATIENT HEAT R HEAT NSIBLE: I no Cra x - ILFI 1.04 ti „I t ?y G 1 * TEm • r s _ - r S 1 V 1 [ lose RRTNew SUN TOTAL n OSET MP OauM. t 2k + lT SAID LRAa. NAl1 PY1? Piet Lou aM LAIN Qf Is T40e DUs- 0"a"Nall 94000" ew MR alMIMd MI/A9dd M 4900LT M a""" False". fwd GRAND TOTAL H ""tooa a oMfala al "TMs gee aaroae ,a. 06a SvM9 ON. SNMI "Penal mm ua a", NOR 01090191aa Ch. AIR CONDITIONING LOA D ES TIMAT E-FORM E•20 (3-69) 6- 2 6- 9 1 WED 91:1Z W E N Z E L- M E C H P. 0 3 fH[ET e7A'Q 1 t'1 k... -~?+ I: yfCMQtlMIs/C{«1+s7 --DATE 1all ARE:"At[D RY OfFI? '?/1 PROP NO JOR NO NAMR a JOB ?C LOCATION ! ^ APPROVED r SPACE FOR ESTIMATE I" n LOCAL Tlaa + LNCAL TIN SIEI x ro 'I ANN - N. v ?.. eti PM Ee¦ rue 1 PN/ Lou r. w -. ITSM AREA ON sYN W Y oY 1:1 O ? o FAC M OF OPIPATIOM U 1 TEY?. TO* IhV/NouE CONDITIONS DB E OIL RN DP GE/Lo A _S9LAR GILT b TYOOY OA LASS ' SG FT x x (TIN) GLA{l "7 SO FIX t.0 X ( NC If X E - x It x LAss SO FT x 17 x GLASS So FT x x VaNT1- OUTDOOR All SUNLIGHT FT LATINS sore sa X 'n/laaleN SMAN i TRAM. GAIN-WALL; & Rw Ft X ?.nGe rT s CFO VENTILATIOR III ALL SO FT % x ` {winwae WALL Cab 405 So FT x % oill J RIVOLTINA. DOOR{??a0?1[ x !rN/![[WM ?3 O WILL SO IT % X 1 Q ? INnL• PEN S X n¦/0¦oe E F WALL SG FT % x TIATIM I ENAG{T Y A M ' T So FT X X t00r-SHADED 54 FT X X CEAC+ DER X - ep/IT 3 CF IN?IITMATI N CFM OUTDOOR AIR THRU APPARATUS 8 CrN, TRAM GAIN-MAPT WALLS i ROOF ILL GLASS So FT X X I<a 6 APPARATUS DEWPOINT ErFEcrlvl E IARTITIOY So FT X x r, 1 X FOE EBNF _ Fracrm Room Sells. HEAT s`FACTN" T EFFECTIVE ROOM TOTAL HEAT = - :[ILIN{ SO FT X X 'noon SG FT X x Of INDICATED AD! = F SELECTED AD = F .FILTRATION CFN x % 1.64 DENUALIDIFIID AIR QUANTITY TMgY' R N t (?- BF) X (T r N-T INTERNAL NEAT 0?L.E PEOPLE X pt H y Y, CF11 A ) AOr EFFECTIVE ROOM M Sam{. NEAT NO CFYI F to oMEI NP«Kw KNITS WATTS x 1.e x n d. O'[yamp. o x raY?. {I[{ R Y EY{. NEAT EII i a F PPLIA CAE ETC. DIII, I -wtu AIR) 1.011 X CYR DA DOITIONAL HEAT GAIN$ SUPPLY AIR QUANTITY SUB TOTAL ROOM SENE. NEAT , IOMAOE F _ L r- F rN 1 1.00 x F "mean no" S R TOTAL CF 1rETY FACTOR CFM m lA- CFN1,A = CrY, RESULTING ENT & LVG CONDITIONS AT AMAIATUS PPLY SUPPLY ACT 0{CT ?u 'At Goff MY Loa N. ?. % LD/ CrYUA TaY_f •f CrYT X ITOL as Y) - T[OS- JT R AIR C/N X F of x LOS T•Dpf t -BF X (T[ea-F - T F) = T LDS ASr- LOa-- FROM PSYCH CHART: T F T F LATENT MEAT . aa.a_ , LWA- FILTRATION CFO X /Le X .SS '.OPLE raora SAM /M• i '?LIANCEE ETC. i0IT10NAL HEAT GAINS P TRAN . so T IA a T rErV PA TOM PPLT DUCT LEAKAGE L Aim CPU x sl/ -Mff&UH ROOM LATENT HEAT EFFECTI" ROOM TOTAL NWATM AIR MEAT null C F x 1- RF x 1.00 jig; SOO FO ? k eas ReTUU Bus TOTAL T O{aT Mr OaN{Y. a T GAIN [A[. {FIR prop PIE[ Lm % -M 1¦M OV h t" elec. Acre e"Pw an W Pleln/ M//"Ya M a.IPLT Y OYOR FOM l R N D T-OTAL HEAT A oge IT" A [II/ra[ M "I"Fe "a ell.le All. VA[ A¦rral we. wn 1111=4a llnla Ala NEW, "l NNn111" CFO. AIR CONDITIONING LOA D ES TIMAT E -- FORM E-20 (3-69) Cp 7 CASH RECEIPT CITY OF EAGAN 3830 PILOT KNOB ROAD j EAGAN, MINNESOTA 55122 DATE- 19 AMOUNT i & DOLLARS ? CASH A loo CHECK FUND OBJECT _ AMOUNT 3 -1798 Thank You C 15903 While--Payers Copy Veibw-poyCng Copy Pink-File Copy ,/0laG, Goo, kagc%rolaCc nd. pis. an_d MEMO TO: JIM STURM, CITY PLANNER: STEVE HANSON, ASSISTANT BU LDING OFFICIAL JOE MERCHAK, CONSTRUCTION ANALYST DALE WEGLEITNER, FIRE DEPARTMENT BILL AKINS, ELECTRICAL INSPECTOR PUBLIC WORKS/ENGINEERING DEPARTMENT UTILITY BILLING CLERK FROM: DOUG REID, CHIEF BUILDING OFFICIAL DATE : SUBJECT: FINAL INSPECTION The Protective Inspections Department will be performing a final inspection of ON199 40Q6 0.k rrLi,l on A/ A Certificate of?Occupancy will be issued following our approval. If you are requesting that the Certificate of Occupancy be held, please fill out the proper hold request form. DR/mg 1 SUBJECT: CONDITIONAL USE PERMIT 3 y y/ APPLICANT: TRANS X 04,40 oo C PST c*: LnT ?? LOCATION: LOT.e; EAGANDALE CENTER INDUSTRIAL PARK #2 EXISTING ZONING: I-1 (LIGHT INDUSTRIAL) DATE OF PUBLIC HEARING: APRIL 23, 1991 DATE OF REPORT. APRIL 119 1991 COMPILED BY. COMMUNITY DEVII.oPMENT DEPARTMENT APPLICATION SUMMARY: An application has been submitted requesting a Conditional Use Permit to allow a truck and freight terminal in a Light Industrial zoning district. BACKGROUND: Trans X began operation in Winnipeg in 1957 and has been operating in the United States since August 1990 when they purchased M.W. Ediger Trucking. The applicant is currently leasing terminals in Chicago and Dallas. The Eagan facility will be the U.S. headquarters and will be run independently of the Canadian operation. Of the 140 people employed by Trans X in the United States, one hundred will be based in Eagan. The Eagan site will have approximately 75 trucks and 100 trailers, however 25 trucks and 50 trailers will actually be on site on average at one time. COMMENTS: The site is surrounded by E-Z Air Park on the north, Villaume Lumber on the east, warehouse leasing on the south, and City park land on the west. The City Code states that when any Industrial district abuts a residential, agricultural, or public facility (Parks) district, a fence or compact evergreen hedge not less than 6' in height shall be erected and maintained. The applicant will provide an opaque fence not less than 6' tall along the west property line. Should the applicant wish to construct a fence over 6' tall, the City Council will have to approve a Special Permit. The site in question has a total size of approximately 6.1 acres. The applicant is proposing a total building coverage of approximately 6%. The City Code allows a maximum of 35%. The site plan calls for a 3,250 sq. ft. office attached to a 6,500 sq. ft. terminal and a separate shop building of 6,600 sq. ft. Light Industrial building setback and parking requirements are met. The proposal also includes a motor fuel pump island. This activity and location will have to be approved by the Fire Marshal. The building will be constructed with decorative concrete block that will include brick trim and accents throughout all buildings on site. GRADING DRAINAGE/EROSION CONTROL: A grading, drainage and erosion control plan was not submitted as part of this application. The development will be required to submit detailed plans for staff review with the grading permit or building permit submittal. City staff will review the grading, drainage and erosion control plan to ensure compliance with City requirements for minimum and maximum slopes, protection of adjacent properties, construction of temporary and permanent vegetation to control erosion and construction of silt fence to control erosion. According to the City's Comprehensive Storm Water Management Plan, this site is proposed to drain to the south to an existing 18" storm sewer in Lone Oak Circle. The capacity of the 18" storm sewer is approximately 15 cubic feet per second. With full development of the 7.91 acres of this site, the surface water runoff during a 5 year storm would be 24 cfs. The three existing developments on Lone Oak Circle currently drain to the 18" storm sewer and the runoff from these three developments is 54 cfs. So, if this applicant is allowed to develop this site and convey its surface water runoff to Lone Oak Circle, the total flow during a 5 year storm will be 78 cfs. The excess flow of 63 cfs would drain overland on Lone Oak Circle to Lone Oak Road and pond in the low point of Lone Oak Road. Two options for this development have been analyzed to provide for storm water drainage of the site. The first option for this site is to convey all site generated storm water runoff to a new pond prior to discharge into the existing City storm sewer system on Lone Oak Circle. The runoff from this site will require a pond with storage volume of 2.0 acre feet and a surface area at the normal water level of 0.5 acres to meet 100 year design standards. The flow out of the pond would be limited to a 1.0 cfs flow rate to the existing 18" storm sewer. The second option for this development is to petition the City to upgrade the storm sewer on Lone Oak Circle and provide ponding off-site. The City would prepare a feasibility report and then hold a public hearing to discuss the new storm sewer layout for the area and the proposed assessments for the tributary drainage area. If the second option is the preferred alternative for the development, then the public hearing would have to be held and the storm sewer improvement project approved by the City Council before a building permit could be issued. WATER QUALITY: The proposed site was analyzed for water quality requirements in accordance with the City's Comprehensive Water Quality Management Plan. The site is located within Watershed District E and the downstream pond is EP-1 which is classified as a nutrient trap. If the surface water runoff from the 7.91 acres of this site was conveyed to a new pond, then the pond should be constructed to the following parameters: Wet Pond Volume = 2.95 acre feet Minimum surface area of pond = 0.5 acres at NWL If these parameters are met, the water quality treatment requirements for this site will be met. UTILITIES: Sanitary sewer service of sufficient depth and capacity is readily available to the site in Lone Oak Circle. The sanitary sewer in Lone Oak Circle is a 9" VCP (clay) line that was constructed in 1969. A 6" sewer service line has been stubbed to the site off the 9" line in Lone Oak Circle. The developer shall protect the existing 18" sanitary sewer force main that runs along the south property line of this site. Water main service of sufficient pressure and capacity is readily available along the south property line of the site. An 8" (cast iron) CIP water main was constructed along the south property line in 1969 and the 8" line can be connected to provide water supply and fire protection to the site. The water main layout shall provide hydrants in locations that meet the City requirement of 250' radius for fire protection for an industrial site. STREETS/ACCESS/CIRCULATION: Street access to this site is readily available from Lone Oak Circle which is a 44' wide bituminous street with concrete curb and gutter. The driveway connection to this site at Lone Oak Circle will be required to be constructed with a concrete apron. City code requires that parking lots shall be surfaced with bituminous or concrete and the edge of the parking lots shall be constructed with a concrete curb and gutter. EASEMENTS/RIGHT-OF-WAYIPERMITS: The development will be required to provide the appropriate ponding easement for the new pond to incorporate the required high water level and storage volumes required. The City is requesting that a ten foot permanent easement over the existing 18" sanitary sewer force main be dedicated along the north side of the line. The location of the line should be field verified prior to the preparation of the easement. All regulatory agency permits shall be acquired within the appropriate timeframe as required by the affected agency. FINANCIAL OBLIGATION - 2-CU-3a-91 Trans X Based upon the study of the financial obligations collected in the past and the uses proposed for the property, the following charges are proposed. The charges are computed using the City's existing fee schedule and connections proposed to be made to the City's utility system based on the submitted plans. Improvement Project Use Rate Quantity Amount None* LO *If utility connections are made in Lone Oak Circle. If approved, this Conditional Use Permit shall be subject to the following conditions: 1. Motor fuel operation shall be approved by the City Fire Marshal. 2. A landscape plan shall be reviewed and approved by staff prior to building permit issuance. 3. All trash and recycling containers shall be stored indoors. 4. Fences taller than 6' will require a Special Permit from the City Council. 5. All signage shall be subject to the one-time sign fee of $2.50/sq.ft. 6. All other applicable City Codes shall be adhered to. 7. A detailed grading, drainage, erosion and sediment control plan must be prepared in accordance with current City standards and approved by staff prior to issuance of a grading permit or building permit. 8. The storm sewer layout for this site shall be designed in accordance with the City's Stormwater Management Plan. 9. Current City Code requires that parking lots shall be surfaced with bituminous or concrete and the edge of the parking lot shall be constructed with a concrete curb and gutter. 10. The parking lot shall be constructed with concrete curb and gutter to contain all vehicles and to convey surface water runoff to the proposed storm sewer. l'oe.orI04 eowt4ef lAmt> u4sr. DNE ero CPU a r Le r a w o-w n?o ere s? yO ()![ 4 Ufi6-dD G( ? . ?. ET .o ,o ro ,o w I ?? I 4O. c Y w w _ tEET ;', ro - I O t w .Y ?r :5rrF w 6 - w w I aGD-O0 *! [ - ?? . Lu???rL 0 _. r ? J ? F-CADKIAY 0 ` - 9 4 11 r V Y =Olt# c i IW l2 ;O IJ TRANS ?+ rnr.r 1 I I Eagan, Minnesota u :s eI L-I? F-T 7 I I I I I I 1 I FP>OT CL.EVA•TIOO - oFFIGE Varney Associates 3440 Federal Drive (612) 452-0088 Eagan, Minnesota 55122 TE paw -12AOs x EAc,aN, Mt. July 2, 1991 Mr. Joe Merchak Construction Analyst City of Eagan 3830 Pilot Knob Road Eagan, MN 55122 Dear Mr. Merchak: Metropolitan Waste Control Commission Mears Park Centre, 230 East Fifth Street, St. Paul, Minnesota 55101 612 222-8423 The Metropolitan Waste Control Commission determined SAC for the Trans X to be located within the City of Eagan. This project should be charged 3 SAC Units for the Terminal Bldg., and 1 SAC Unit for the Shop Bldg., which equals a total of 4 SAC Units as determined below. Charges: Terminal Bldg.: Office 4506 sq. ft. @ 2400 sq. ft./SAC Unit Storage 6400 sq. ft. @ 7000 sq. ft./SAC Unit Shop Bldg. Employees 6 employee(s) @ 14 employees/SAC Unit Office 182 sq. ft. @ 2400 sq. ft./SAC Unit Parts 806 sq. ft. @ 7000 sq. ft./SAC Unit Total Charge: Total Charge: If you have any questions, call Roger Janzig at 229-2119. Sincerely, G14(?d,? Donald S. Bluhm - -Staff Engineer DSB:RWJ:jle 91070251 cc: S. Selby, MWCC Carolyn Krech, Finance Department, Eagan Jay Feider, ECI SAC Units 1.88 .91 2.79 or 3 .43 .08 .12 .63 or 1 Equal Opportunity/Affirmative Action Employer C 0 O PROPERTY DATA SYSTEM 3 W OWNER NAME AND ADDRESS INQUIRY :CURB 302 PROPERTY ID Owner Change Date :NEXT 10-22501-066-00 02/27/1992 A;;;;;;;;;2 • OWNER LAST NAME FIRST M CORP TAXPAY ADDR : Owner: PIER PROPERTY OF MINN INC Y Y N : Addrl: 2929 LONE OAK CIR Addr2: EAGAN MN 55121 . Addr3: Addr4: . owner: . Addrl: Addr2: • Addr3: Addr4: • Owner: • Addrl:rr ? Addr2: f . t Ll Addr3 : c `,. Addr4 : . Owner : . Addrl: Addr2: . Addr3: Addr4: Type PID: press ENTER; or F1, F2r F5r F8 2007 FIRE SUPPRESSION SYSTEMS PERMIT APPLICATION City Of Eagan 3830 Pilot Knob Road, Eagan MN 55122 Telephone # 651-675-5675 Requirements: 2 complete sets of drawings and specifications cut sheets on materials and comnnnentq to he Deed I1? s-D Date I / _ A4 / 0 Site Address: b19W Lonc, 004) GWc, Tenant / Building Name: ?QYIrJ - X The Applicant is: Owner Contractor Other PROPERTY OWNER Address: City: State: Zip: CONTRACTOR tech m lCnN A rc Prot-c-- 01'1 MN License I#?: Address: I I r&D ( b' 2".'t i-Ve c? City: ? Lahr, - State: ?v l N Zip: 55309 Phone #: l ?t13 "?1?3 ' 1[j I C U ESTIMATED COMPLETION DATE: _ 00_ / 0_ / 0-7 FIRE PERMIT TYPE: Sprinkler System (# of heads Fire Pump _ Standpipe Other: WORK TYPE: /New Addition Alterations Remodel Other: DESCRIPTION OF WORK: Commercial Residential _ Educational Other: Please continue on next page PERMIT FEES Contract Value $ , nQc) x .01 = $ i j o • Co Permit Fee $50.00 Minimum $ , 50 State Surcharge To calculate surcharge If Permit Fee is <$1,000, surcharge is 50 cents. If Permit Fee is >$1,000, surcharge increases by $.50 for each $1,000 Permit Fee, i.e. a $1,500 Permit Fee arge. requires a $1.00 surcharge. 3/4" Displacement Fire Meter - $174.00 I • 00 Fire Meter $ I `T TOTAL FEE: $ L((,, • 5 CIS*'f5eo- 1.70,00_mvf&AI Cl? * 4 U - f 7 ?F•5c? - iodu&t-l 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. Pa? licant's Printed Namk A li is Si t - pp p c ure DO NOT WRITE BELOW THIS LINE REQUIRED INSPECTIONS Hydrostatic Flow Alarm Drain Test Rough In Trip Pump Test Central Station T- Final Conditions of Issuance: Permit Approved by?lJ Date: I / 31 /07 .r ~ o ~ a a ' kj L,!° z ~o ti ~ f x _ N F + 3p 0 1~~ ~ m. ~ m ~ / ~ i~ ~ ~ Z~ d ' I' ~ ~ SHEETINDEX VILLAUME r USTRIES o T- SITE / ~ R4OF PLAN H o - j ~~a~~~ ~ _~...Y _ s A-1 ..FLOOR PLAN - TERMINAL / E-~~~N~ aP~ P ~v co'~ 7~oE - - - - - - OFFICE z 9 ~ - - 4 5.00 0 --5oll't~l 115.17 RUTH 4 ~ ~---~,,1 _ L®NE OAK CIRCLE A® FLOOR PLAN SHOP ' cow, p,~ = s ~ a - ~~012 ~ Q ~ lo,o Gt~l~g - ii G~.IRB ~ ~ ~l IeA,Dit~ >G~--~ - ' ~ i2 GorIG. ARoUtJ17 ~ G~1~.. ~+a ~ ' ~ ~jE 1~ L, ~ MEZZANINE PLAN SHOP ~ ~ ~ ~ M~+u~~r ,51G~ ~ I ` so~~.r~ a-- . "r~~5 x " I ~~JrJStq?~T5 CTY~°) 0 ' ~ - SPuFC.. 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P PP q q ll y OAd 56' '~8 - a~l~n~'8 ean~ o6ea , xoe '8 n~ „9 ~ ` _ - ze `V`~ 58 a0S OAd aq flays adld aaMaS ,fue~.iueS tr6 SaN38oZ/IZZ'Bo~b;,9 x swae ~ , 331, 9 x„9 ~ o's8 ~ ~ _ , ' ~ r ~"I 'SJNISSOdO H108 l~l ~ _ bBB, ° l ienaad l legs 301nd3S _d~?,M3S l,dd11NHS ~ ~ ,o S 0„~~~I ~ -1ltJHdSb' -1ltJHdStl ~ _ e osauut o not etooss suaaut6u rf t ,f not eot toad sat t t ue ue ° ~ N~ dadM ~ ~ ~ P ~ L° ~ .W d 3 .0 q .d. S . 1. (1 P S ~ Ion 0 a~ idM 9 3~'d~d :310N b D d 1 3 ddt1M . r f ~a n '0'0 f ~ w~~ ° u t6a e s uo t one suoo ,Cue aao a a~.en tad ue o t nd sa t~. t t~.n e a~eoo ~ ~b q LL y ~ q ( P .lq ) .l. Ll l a, o M 3~bM $88 ~ 6~sse ~ x s~sae ~ gg~ ; ~ I'p = - satuedtuoo pies aney pue saluedtuo~ rC~~li~.n lie ~.oe~UO~ flays ,~o~oea~uo0 ayl Zi° 5~oa, .~~~0 zeL9e nNl / ant~.oadsaa youaa~ ~o ~aa~. S doh: pue ~:aa~ 8 doh. Molaq apeu6gns aoe ~~.tsua0 8'9L8 d01 4-, Zg . _ ,0.0 0'818 nNl 9 = - _~'5-88 - L . e~ o s trot but to a uof a 3 'aao ~ .0`~ ao~.ooad paepue~S ~00G Pu /56 ~ .L .P1. q y~ P aq s youaa~ ~.oedwo0 6l° 9 H W 9 9, Odd _ NOIld~3~3 , ~ ~ • •~•0 _ ; , 0'0 6'688 t \ ~ ~ W ° io0 °saloueda,~os~p due ~.o aaau~6u3 80 JNIISIX3 01NI 1f10 m o~ pgLZ ~ 'e'nd „9-~50b ,oi ONIO~inB x _ se....- , - aJ S''B8 " ~ • I ° %9L•Z ~ ~~~~.o~ °suol~.eool pue suol~enala uiemua~.eM pue uaMas 6ui~.slxa lie ~~iaan plaid 0!• /•~~•z ~ ~ ~ X31 ~dSOdOdd , , - bM 6~'99B 'ANA '0'nd 9- ~b ~r ~ 'ZLB `ANi _ °Z69-8 aq flays ua~.~nb pue gano a~.aaouoo ayl 60° 6L bL8 d01 1 u ~ i C' z'Q d01 _ ~ - °suot e uamu~ooaa saaaut6u to aam o a oedmoo a e s shut to as un t M- - ~ P 3 1, S ~ ~ P ~ q ll y .Pl. q P ll.d 80 e~ x3 _ „e ~ m ~ BO P /56 y~ ° . , /°B o ssal aney ll6M ~lll aye. ~:o ~:aed ou ~.ey~. os s~.~.ll ul pauie~go aq flays uol~.oe,dwo0 _ ~ /°qZI ~ d'~a„IZ-561 - 8. -Z88- ~ . , ..x , tsua ao ooa ae ue o a oedtuoo a e s not one suoo uau~ ue ma N- ' P ~ d P P ~S /56 ~ P ~ q ll y ~ ~ ~ q lid LO ' - s °uot one suoo a ~ a an sr seaae e uo aoe d a e s tondo o sa out Z6~99 Hw• ~ ~ y~ q P q P l l P L q ~ l y 1. U a ;,e~ a ~ s Z£'9L8dol OLB ~NI 8'6LB anon ~o uanu~luim y °asn aan~.nd and palid~oo~.s pue pa6enles aq flays llosdol 90° 9`v'698'nNl O'tL8do1 1 ~ (~'~L8 nNl°5~ • •uol~onu~.suoo d.o uol~.aldmoo is~bLeaol osL x leoq~,~~,a ~ ; 6 ZL6 'nN l IZ 1Ntla0AH oNnObd aaua,~ Hwy ui~4~_ ~ ' X08 '9 ns J £ `r 88 d01 ' ' as e s aaM oM u C cM aoe ens ue a ao ` a ue as t ooM ` os ` ~ nm BJ X3 - „b a --„b- a' ~I ~ .y~. P ~ p y q ~ ~ lq q.~ P P y 1 ,~a ; 5 , 1Ntlb0~lH SOdtl~~08 30b1d i' paosip pue peas y~.trt paao~:saa aq ~.snm uoi~.ona~.suoo ~.o asneoaq pa,~a~.le seaae lib 50° ' Z 80 S'£88 = NO!ldn3~3 °paao~saa uaaq anew pagan~.stp seaae lie lG~.un %0'i ~d0a ..ZI-.Ob- 39Ntl~d .~~0-~tl389 ucp;uipW pup pa;ona;suoo aae 4E)gl aalle suiseq yo;eo punoae saLpq 424 aOeld b0° NOI1C-l-ld1SNI 1NdaOAH 303 001 1NVHGAH a3SOd06d 'NOIldTIdlSNI inONG3-10 301A113S 303 OSZ •paao;saa uaaq aneq a;Ls L HW H3M3S A8V-LlNVS S1N3ATJinO38 3ONV81N3 H03 Obt 3--1~ aq; uo paaa4Le seaae LLe Li4un pauLpj.ULpm pup SuoL,.eaado bULpea6 10 juamaouamluoo S31t1-ld MMINViS NVOb3 Jo A110 33S .310N JNIlSIX3 Ql 103NN00 01. aoLad paLLP4SUL aq -.snm sueLd ay; uo uMogs saanseam Loa;uoo uoisoaa LLd EO 'a pa6 uamaned euL a ui iM S4PMPpoa Pue san LaP asPun moa; le Laa~.eW alqe; lnsun Pup ~.a i P ~oeLg Up anomaa Z0° . . *suoLa.eoL;LoadS 100/uW g4LM '3DIA83S 83M3S k8VIINVS HIM ab3-1 1NV8(DH ONIISIX3 OIOAV :310N adupPJOOOP UL aq LLpus ;uatuu. sLlqpjsa Ian; Pup `~l .PAaP.is `6uLned `6uiPea6 Ltb LO 'NO11D3S ONIlSIX3 01 3.10310 AVO 3NO-1 3HO1S38 i; - i _ - NOTE: PROPOSED WATERMAIN TO 8E PRIVATE NOTE: RESTORE LONE OAK CIRCLE TO EXISTING SECTION, .01 All grading,. paving, sidewalk, and turf establishment shall be in accordance i AND MAINTAINED BY OWNER. G H RA T ANITARY.SEW R SERVICE. AVOID EXISTIN YD NT LEAD WI H S E SERVICE. with-Mn/DOT Specifications. .02 Remove all black dirt and unsuitable material from under drives and roadways .within 3' of final pavement grade. ~ ' c CONNECT TO EXISTING NOTE: SEE CITY OF EA E CITY OF EAGAN STANDARD PLATES .03 All erosion control measures shown on the plans must be installed prior to ~ E 440 FOR ENTR I SANITARY SEWER MH ;•0 FOR ENTRANCE REQUIREMENTS commencement of grading operations and maintained until all areas.-altered on the i0 FOR SERVICE CLEANOUT INSTALLATION. ite have been restored, ' PROPOSED HYDRANT ti \ 250 FOR SERV „ r 100 FOR HYDF ~0 FOR HYDRANT INSTALLATION. .04 Place hay bales around catch basins after they are constructed and maintain' BREAK-OFF FLANGE -40-12 CP E O°/ i R @. ° ' ELEVATION=883.5 until all areas disturbed have been restored. ~ PLACE BOLLARDS , TQP 883.3 HYDRANT t~ov - _ ,05 A11 areas altered because of construction must be restored with seed and dsced E EX CB AROUND HYDRANT 21 INV 872,9 rGV B BOX ~~s~'toce 4 G 4,~ - ---Chain Link Fence , 0 S~~ CBI x76,0 TOP 87 Ex ce :mulch, :sod, :wood fiber blanket, or be hard surfaced within two weeks after ' 15„INV. 873.4 - INV. BE _ ~ T0~' 877,0 879.$ ~ Top 876.32 „ TOP874.61 completion of construction. ' INV. 869.^5 .06 Topsoil shall be salvaged and stockpiled for future usee A minimum of four` 88 . x INK, 870, y MN Inv. 866.92 • • 18 --F ~ - _ _ _inches of opsoil shall be placed on all areas disturbed. by the construction> , ~ S 4 0 _ _ • F- .07 All embankment construction shall be compacted to-95% Standard Proctor 'density> . 95 21 RAC, . ~ .:_-Sa2- - .•assi. `r 5_ P @ i;25% I I - - , 28 j :Compaction shall be obtained in lifts so that no part of the lift will have less C. L':• B ~ ~ s . , r 5 ~ o - _8 _W - - EX C8 sT is' than 95~.density. Ex ce .08 Fill under buildings shall be compacted to meet Soil Engineers recommendations. _ . a _ - ~ TOP 8:2 a T _ " , - n' , „ TOP 8 _ TOP 674,75 O 6 DIP BOLL RDS •e,. !NV, 8729 45-8 PV. C. INV. sl ~ . ~ ' PROPOSED WATERM ° ~ 2:0°!° INV. 86$.18 .09 The concrete curb and gutter shall be 8-612. .10 .field verify all existing sewer and watermain elevations and locations. Notify Io ~ ~ ~ - @ 2.76. v ~ CUT INTO E • , - aaa ea5.5 BUILDING _ F'. V.C. a -CUT INTO EXISTING CB "Engineer of any discrepancies. . ~ x 405 -6 G.O' ' ~ app MH 6 I / ~ ~ 885,5 C.O: - - C.O: ' I r m t. ~ ELEVATION _ _ 27 ' ,82 ~ use E TOP 876.8 .11 Compact trenches beyond the building limits to 95% and 100% Standard Proctor i , , INV. 819.0 C.O. 0 ~ " i.8 Density for subgrade below top 3 feet and top 3 feet oftrench respectively. • _ _ p` j' 0.5 ` e ~ INV. 867.82 - • Eg6 \ 885.5 885. , ~ _ , q ~ lu er °82 .12 The Contractor shall contact all utility companies and have said companies ' : ~ z ~ 88 T R , I C,O, - 4 MA! l~ s ~ ° a NOTE: PLACE 6 WATER T • locate all utilities (public and private) before any construction shall begin. 6° WATER TO AVOID .13 .Standard Utilities Specification by City Engineers Association of Minnesota . WARP N ~ _ ~ ASPHALT , ITF C.S. ~ ~ SANITARY SEWER' 4RY SEWER' SERVICE shall prevail . ~ ~ o ~ 85.0. 6x6 TEE •e8q. ~ , _ AT BOTH CROSSIN F e 88.5 x u ' NTH CROSSINGS. .14 Sanitary Sewer pipe shall be PUC SDR 35, 'r _ 6-45°&221/2°BENDS eTe.. j , ' ' ~ ` ~ 6~~ GV & BOX. ~ea5. ' ~ CURB & GUl'T R N ; ~ ~ t r~V ~ .15 PUC-sewer pipe shall be bedded in accordance with ASTM-D-23?1; "Recommended • a - - `u;~ , f~ , , , ~ Practice for underground installation of Flexible Thermoplastic Sewer Pipe°a • r - 885.0 - 't, r,0a 1. - ,i a ~ u tU. ~ , T ~ e > . r , _ _ _ _ ; . - . - , ~ a ~ 6 ~~WET TAP WITH - . @~ , DIQMJ~ONb R IN.I@1 ,WaGL, n. .16 Watermain shall be Ductile Iron Pipe Class 52,__push-on_pointsor Type K Copper. -__..6 r ; - ~ ,.r ~ r ~ ~ ~ GATE VALVE l1Ati 2 f I a ~ _ w - ~ , ~ x I~, & BOX .17 A1T valves shown on the drawings as 12" or less hall be CRS valves-in 8 - - - ~ , ~ ' - / . r ~ ~ 3 ~ ; :,ga ae2. R STORE TO EXISTING CONDITIONS accordance with theAWWAC509 (latest revsion)Specifcations. Va1uos sl~t~ll j'~~~, ;oNDIT1oNS either American or approved equal. Gate valves AWWA C500 Specification will nc~c a~0. ' . f, , , Top 878:28 - - 896 ~ W y -a 6. ) , , 87 Inv. 873 ~ be allowed. Valve boxes shall be Tyler 6860-G Series screw type 5-1 /4" valve E •V• r 1 ~ S, ss, ~x ' r I$ ~ _ _ - box vrith 1~6 base, cast iron, ,American made with cover marked "WATER". 8cx_ ha1~l _ I, t ~ ~ , ----6_I~IV; 8+6.8 1 , be adjustable from 74 to 94 inches. a - ~ _ ~ - ! , . ~ - _ I e ' U ~ .18 All bends, .stubs, and hydrants shallbe rodded~to the watermain u;inrl 3/4"Mira , ~ ~R~OPbS D BI~CDIi~fr - . MERCIAL & INDUSTRIAL ENTRANCE rods, ~ w r-. -•,.:y,_. ,FfRST F OOR 890:5-:% x 3•fbl 0 . , t ~ m , ~ ~ ! ~ MAX„ W U r.. • • ~ :LOWER L VEL 879.2 m i ,19- Storm sewer__pipe shall be r-ei~~orced concrete, Class 4, ASTM C-76,witk~conf~ir~nr' ® _ , ~ ~ r lid r I. 886.5 x MP ~x- ..r', b r~ ~ .x879.2 J . rubber o-ring gasket (R-4). ,20Catch Basins/Manholes shall be precast where the depthis greaterthan 5'® v 0 yin 1 ~ a ~ ~ o '~n: r ~ ® .r . . 30~ Manholes less than 5' may be constructed from concrete block and mrartar; - ~ _ - o ~ i ~ ~ ~ ~ ti ~ o' , _ L ~ , G•,nk fence ® - ~ 4 ;~;;x.. ,x ; q, " - _ , p. ; • 9'Q ~ . ' r 1~ ~ • 879.2 .21 Hydrants shall meet local municipality requirements. , , 83.1 , :.aD.' rr - '+x? • F .22 Portland cement concrete for curb and gutter and sidewalk shall be 390G psi 10~ minimum 28 days compressive strength with 5.0% air entra~ining> Concrete I 1 ~ ~ r rte.: I .Y. i ~ ~ ~ _ 10 - r - - - - aggregates shall be free of or~janic impurities, chart, shale or other deleterious substances. IO~i CONCRETE IO' RADIUS .23 Preformed expansion joints using 1/?_ inch thickness shall be placed at each end I i a ~ k' r '•8 ~ ® 1 i r nP~ROacH of curb radius, at intersections and approximately every ?_0(? feet. I ' • j f i ~ ~ ~ 884,8 I ~ ~ Np i ~ I 1 , ~ A , ~ ,24 'Con%ractionjoints hall he spaced at 10 footintervalsint6~iecurband gutter. J _ .25 Prior toplacementof aggregatebase and pavement, the~COntraetor s hall furnis~~ I _ ' t, ~ ~ ® C B 882 _ f _ " , ca~cR~rF a tandem truck loaded with a minimumof 14 tons toeheck the completed subg~°ade r • i ~ 4~ TOP 882. ~ • I va~GEY :ind/or aggregate base .for soft spats. Soft areas must be removed and rpplaeed c~JTT~R (See rrQ p4~e X520 foe d~4oilaJ with satisfactory material before completing subgrade or blase preparati ono ! ~ m INV. 879,.4 ' r , . ~ ~ I • I ~ j { ,26 Existing Topography and Boundary Survey provided by Rehder K Associates, Inc. w i i ~ - - - - <27 ±~o soil borings provided.. Subgrade oilsassumedto beadequate ~Fdr°proposed 7 i ' ~ i MAXIMUM REQUIRE ~ ~ ~ i 1, ~ ~ ` ~ : CB Top 878.63 )M REQUIREMENTS - SEMI TRUCK TRAFFIC construction. The soils engineer shall reviet~ soils inane field and verif}f proposed pavementsectiane ~Q ~ ' ~ - 1' i Inv. 875.49 i~ 1 ' . E ~ , ~ y . ` ~ lo. .Where new driveways are >q ~ ;waysare to~^ added across 2° Concrete ~ ~ requited t~ all .~8 Place me~tCr hox <<nd cover ~~i{-~,OB1? on curb ~t~~~i~„ (;y., - _ ,..Y,. t . ae~, ~ ~ ~ ~ ' ~HYd. existing CaG,removc existln5 remove existing C f~ G omd ~ir~ces. i~a ~e~ servi ce e 4 r. . ' ° ~ ! re lace with concrete vadlC I >ncrete aadiCy ~ttcr. , 29 Usc~ cash. iron boi,i°~ ~ and li d uver c i eanodts. , _ 3 _ .f ' l 0 y ~ , ~ ~ ~ I• - <1 I^ ~ 882- ~ z , , ~l 8, ~nr;;~rH~z ~ _ _ :a . _ ' 6 a 885.5 ~ ,886 r ~ ` Ise ~ ' i i ;i'j ,yr t. _ _ . 88fi.5 ' ' ~ ~ ' r ~,,\,I _ r _ , x ~ I - - , , - ~ W I ~ _ ta,i 892 - . ~ ~ , , ~ , 1 m Thai^, Link f<.nee ; , ~ x'880.2 ~ ~ _ r i ` ! f i f~ I I ,0 11 I • III - I i~. ~ ~ ~ r~ o,e er ee o era e e e , ! ~ ~ - S G --s-- Sanitary Seher _ - , i , - w - ST----- S I - - - - - - i i sT----- .Storm Sewer ;.ROAD EASEMENT-~`--,;- PIPE ~ ~ ~ _ ~ _ r IO Pine ~ _-w-_...- ~ 8.770. 87C.<~ 7;.32 ~l~terma~n ~ --FM--- f=orce Main ~ j ~ BiPuminous ; - Path ~ ~~75. ~ g7;4~.75.. ,I ~ I t C, !I ~r ( ....'888. 89b Tdp 890.3 Nyd,-C')- I~ 886 Inv. $72.64 NYa°~- 1~ydrant ~ ~ z i ~ ~ m.:~,.~~; N ~ 3b S I GV° cvo Cate Val ve „ : ~ I u ' 2-I THICK EXTRUDED POLYSTYRENE YV - ---'-6" } r ~ ' u MN~ M ~r~ ~ 12 MEETING THE REQUIREMENTS OF T , ~ Manhole ~P" } ----2 ----G 2 ~G MNOOT 3760 W/JOINTS STAGGERED. cap, C GV cad Catch Basin ~ ~ '_1~~ # ~ r r ~7 4~G . Hy ~c ~ ~nV 1 ~?Q. ~~V Invert. Elevation ~ ~ ~ - 5 ~ - ~S ; - Buried Gas z, o~ ~ I ' ~ Ci3/i~1H SCld~f)ULE - t ~ ~ N _ Buy ie€~ Flec.r~~ a ~~..t~ I a''.~~ ~ Structure Neenah Barrel --r--- E r _ T'. i ennor~c ~ _ ~ r ~ ed ~ p[gynp ~ ~ i l - No. Casting Size BITUMINOUS W 2 EAR COURSE 234! : ~ ' CL=1 R-32468 4f3n 60 2 " BITUNIIN(~JS BASE COURaE 2331 ' CB-2 R-324GB 4II" LEGEND 8 " MASS 5 -100% CRUSHED , 4 { MANHOLE a, MH MANHOL CB-3 2-R~32466 24 x72 12 CtN~f'ACTION TREATMENT CATCH BASIN ~ . r . T Cg CATCH I W/O DdCk NO E. INSULA E BETWEEN ALL CROSSINGS OF STORM HYDE - SEWER WITH WATERMAIN AND SANITARY SEWER. - HYDRAN ~.-~--.:HYDRANT STR 'i,'j ' f ~ SA~TAR' 5..~9' GV ® GATE V~ V ® GATE VALVE II. CD-4 R-2573 2,7' -a--- ORAINA( - DRAINAGE ARROW ± ~ n ' „ x sso.oo EXISTIN( CB-5 R-32468 24 x36 - sso - >o.oo EXISTING ELEVATION EXISTIN o- EXISTING CONTOUR scA~ES HcRizoNTa~ ~`~=50~' . . n;; SOIL BO ~1F1-G R-1642 4B PAVE ENT SECTION ~ SOIL BORING VERTICAL I'=.~' v~,. YP • EROSION EROSION CONTROL ~ ~~tr~n I NDvS'17i ~}C ~ K Nd, ~ 960 PROPOS it PROPOSED CONTOUR ~ G ~ ~ ~ PROPOS x s0,0 PROPOSED ELEVATION (PAVEMENT OR X612 CURE GUTTER ~ ~0~ ~ D~'~ RLK, D O GUTTER GUTTER ELEV. UNLESS OTHERWISE NOTED) x93,14 TNN coR. ivicLEE ~ ~ ~T STREErs PROPOSI I ACE POSTS AT zJ.' DuPanCa 9o ro-~pi® PROPOSED CONCRETE ~/z'~r s" ~fi - 880.91 TNF? CN SOUTH ?ROPCRTY LINE. 4 ~ 8R 0 LOW AREAS ®C.O. CLEANC ~ ~ 3''r 879.30 TNH LONE OAK CIRCL ~ CUL--DE-SAC ,0. CLEANOUT . P , A ® C.S. CURB S .S. CURB STOP & BOX `~o 3 ~--I/2"r ~ "'w A -N s alo e t T SEDIMENTATION „ Cc1NTROL lr'A~RlC 1 1/2 CLEAR ROCK i ~ ° . ' i ~ ~ ~z~~ 2"-~" -25 ~-0. , ..100 150 10 ~ •.0.. 10 - ~ , - , 1 • • 4 O • • • . ~ 1 SCALE IN FEET ~ . •~•0 ~ : .J. ~ > 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 HACKFILL ON o°o°o°o°o°o°o°o°o°o°o°o°o°o°o°o°o°o°o°o°o°o°o°o°o°o°o°o°o°o°o ~eRRIr 0 0 0 0 0 O~ F~ n EROSION CONTROL SECTION I hereby certify that this plan was prepared by y Revised e e ssoc~ s Inc. GRADING TILL 6 me or under my direct supervision and that I TOE OF FABRIC I GRADE I GRADES NORTH SIDE PROPERTY 5730-91 Civil Engineers dLand Surveyors F~6 (AT DRIVES) am a duly Registered Engineer under the laws 2 SANITA 2 SANITARY & STORM SEWER, 7-10-91 A"" of the State of Minnesota. CITY CITY CONCERNS AND 6-"WATER 8440 Federal Drive, Suite 240 Fagan, Minnesota 55922 3 BUILW Date b/ati /qi Registration No. IbS2 3 BUILDING ENTRANCE FOR H.C. ACCE 7-19-91 Plwne (692) 452-5059 Fax (612) 452-9797 I SILT FENCE DETAIL S ED ' DED 4 ADDED NOTE ON WATERMAIN 7-22-91 Project No. 911-1041.10 08/25/2011 11:05 6514546718 DAKOTA MECHANICAL PAGE 02/02 Us_e_BLUE _ or _ BLACK Ink - ^For Office Use I I Permit I Uy of Eanan I Permit Fee: 3830 Pilot Knob Road I I I Date Pecelved: Eagan MN 65122 I I Phone: (661) 675-5675 staff: Fax: (691) 675-5694 I I -------------J 2011 COMMER CIAL ERMIT APPLICATION Date: 116-19-pt( Site Address: _ 2 2q ~o N~ Lt 2Cil.(5- --T Tenant- 77ZiR Al S X Suite : "Or Name: T(ZA13-~ Phone: S~`/t(~16 - Name: DA-I~ o r~ IM ZZ 1 C/~{.. License A lot 4.3 ^ TM ~~r ~ 8~N►a Address: %NNEbti4-I/~4 City: ST- ? State: -rim zip:1 G Phone: Email: Tr'~'+f,~. t~ _ New _ F eplaoement Repair ^ Rebuild _ Modify Space _ _ Wark in R.O.W. Description of work : % C J COMMERCIAL _ New Construction ^ Modify Space 1 NST*L.t, M IS51QC1 J' / G 4 ) c-l-ZA44 -owT C ' Irrigation System yes no) RPZ PVB h Rain sensors equired on irrigation systems Q1Ix. Cow►puAUGE P :It T"•~•e; Avg, GPM (2" turbo required unless smaller size allowed by Public Works) ~O Meters Call (661) .75.5646 to verity that tests passed riot to 'c n u meter- Domestic: Size & Type. Fire: 1 Avg, GPM Hi demand devices? Yes _No Flushometers Yes _No COMMERCIAL FEES: $55,00 Minimum (Includes State Surcharge I OR Contract Value $ X11% - $ s$~ Permit Fee Required on ALL new buildings a nd boulevard irrigation systems 4 $ Radio Mete? tread - If the Pe - L" is less than $10,010, the surch ►rge Is $5.00 $ Meter(s) - If the EgW2 egg is > $10,010, the surcharge inei eases by $.50 for each $1.000 Permit Fee State Surcharge Le, a $10,010-$11 000 Permit Fee rewren a $:.50 surcharge) $ Following fees apply when installing a nee v lawn irrigation system $ Water Permit Contact the City's Engineering Department, (651) 175-5646, for required fee amounts. $ Treatment Plant $ Water Supply & Storage $ State Surcharge Z$ TOTAL. FEE CALL. BEFORE YOU DIG. Call Gopher State One Call at (651) 454-0002 for protectlon against underground utility damage. Call 48 hours before you Il.or Intend to dig to receive locates of underground utllitl, is. www. p hers I hereby acknowledge that this information is comp ete and accurate; that the work will be in conformance with the ordinances and codes of the City of Eagan; that I understand this is not a permit, but only an application for a permit, and work Is not to start without a permit; that the work will be in accordance with the approved plan in the case of w rk which requires a review and approval of plans. x `ae*t!, G4 L W o x ApplicanYs Printed Name A p p I i dew Sign u i.." Rg4~1h9d:I~I>~ACZFi>~3' " lTdl7F11d: _ OUgil~rrl T ISC _t9E5> f M f a~IBC~llihitd; ~,~"SS _"1~0 Page 1 of 3 C, t For Office Use GEI V ' I *. : l Permit#`. v t a I " ' ° JUN 1 4 ZoIU I Permit Fee: (.._0 0 "a a. l Staff: 3830 PILOT KNOB ROAD I EAGAN, MN 55122-1810 0\0 l Payment Recvd: _Yes,No I (651)675-5675 I TDD:(651)454-8535 I FAX:(651)675-5694 I Email:buildingtnspections(c cityofeagan.com I Plans: Electronic Paper I Plan Submittal:eplanscityofeagan.com L 2018 COMMERCIAL PLUMBING PERMIT APPLICATION ❑ Please submit two(2)sets of paper plans with all commercial applications as well as an electronic set of the submittal, submitted via t email,CD or flash drive fac.)1 ''} py u.),_ f� n , Date: (2 I`"i 1 1 Site Address: c� t W Y 1.(�_ V' -�.` t t t� Tenant: Suite#: _ _ .."gy m__. Property —1-Yav 5 >)< L ia-v t-1-e I Owner Name � Y\�. ( \ C.- Phone 4)I Lo-1 ) �w_.. �_" Name: ? \N r C r�VtvtrIA10.10gLicense#: V C LPy 27 r Contractor Address: - (q j 1�.-zr N\a-h ji'� 'i"` u Gtty: For Office Use Permit#: /.-- -17q ' X . t i 0-- a ♦ i :tFee7 s• Payment Recvd: Yes No 3830 PILOT KNOB ROAD I EAGAN, MN 55122-1810 (651)675-5675 I TDD: (651)454-8535 I FAX: (651)675-5694 Plans: Electronic Paper buildinainspections(a-citvofeaaan.com J 2019 FIRE SUPPRESSION SYSTEMS PERMIT APPLICATION Date: 3/1/2019 Site Address: 2929 Lone Oak Circle Tenant: TransX Suite#: ❑ Requirements: 2 complete sets of drawings and specifications, cut sheets on materials and components l aP. C Name: TransX Phone: 651-454-9666 ffi = 2929 Lone Oak Circle Address/City/Zip: Applicant is: ------..Owner 1 Contractor T' ce Description ofwork: Install (6) total sidewalls under overhead doors in shop V 1700 4/01/2019 Construction Cost: Estimated Completion Date: Name: Viking Automatic Sprinkler License#: C ,0tR: s r 301 York Ave St. Paul Address: City: ti l MN 55130 651-755-9695 Its state: Zip: Phone: _ �1 _ Chris Graham Chris. raham@vikingsprinkler.us � . r,,;i Contact: Email: g FIRE PERMIT TYPE WORK TYPE ✓ Sprinkler System(#of heads ) _New —Addition Fire Pump _Standpipe ✓ Alterations _Remodel Other: Other: DESCRIPTION OF WORK: I Commercial Residential Educational FEES 1700 Contract Value$ x.01 $60.00 Permit Fee Minimum _$ 60.00 Permit Fee Surcharge=Contract Value x$0.0005 If the project valuation is over$1 million, please call for Surcharge =$ 0.85 Surcharge $100.00 Residential New (includes State Surcharge) =$ 60.85 TOTAL FEE =$ Fire Meter Radio;Read(required th,F WMe ),-$1 0 =$ TOTAL FEE You may subscribe to receive an electronic notification from the City of proposed ordinances by signing up for an email update on the City's website at www.citvofeaaan.comisubscribe. 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 ap .ut onl - 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 re..ire revie- -n• approval of plans. x Chris Graham x �,, Applicant's Printed Name Applicant's • • • - / -L/z_./ 7S �•�w.cv�,ti\3� � ` hAasr2� • e� R7t fko .�Drain lesAlarm tatitir�''. v\ °C�St;.' ' �utt� �Y3y ir • Rlt{ ''T''',`4;,-,� (AC •e 4 t�ka r L V 22,, N-''''',:1:•'::','• I' a 'gfDat�Permit�.