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1575 Cliff Rd• il \ IJ1 LJ ti 1 1<J 114 1\L'J ti V 1\L j CITY OF EAGAN PERMIT TYPE: I iI I' +14 `:' ? 3830 Pilot Knob Road Permit Number. Eagan, Minnesota 55122-1897 Date Issued: ' (612) 681-4675 SITE ADDRESS: APPUCANT: ? i 1 1• t ft11- ?a ?,;ty .? ? r1, , 3 PERMIT SUBTYPE: TYPE OF WORK: rat tt ? ? ,?; ? i ? r t ? ?•r? . f AFi f,ARE" ) INSPECTION .• • D• I l ! + i:,• if I i 1 1 04 r'tI Permit No. Permit Halder Date Telephone 11 ELECTRIC PLUMBIN /? / HVAC Inspection ` Date Insp. Comments FOOTINGS G?•? FOUND L FRAMING 1?117 ? flOOFING P?UMBING / PLBG AIR TEST ROUGH HEATING GAS SVC 7EST . INSUL GYP BQARD FIREPLACE FIREPIACE AIR TEST FINAI PLBG FINAL HTG ,? - ORSAT TEST BLDG FlNAL ..f.rJ BSMT R.I. BSMT FINAL DECK FfG OECKFINAI - - - ? r_ n ni I 1K? -----??? -?- ----- -- 61's . / /? <.' Q <<r I w n.., ll ll .T-? • .. '?"?. I r- INSPECTION RECORD CITY OF EAGAN PERMIT TYPE: `Jsil I" "6 3830 Pilot Knob Road Permit Number: Eagan, Minnesota 55122-1897 Date Issued: (612) 681-4675 SITE ADDRESS: APPLICANT: ? ? ?? t f 1tU ir??i? r' :; ? Pi !???? i ?'hi: hd ? ? t, ;o 1 . 1 s4}e1: ? PERMIT SUBTYPE: TYPE OF WORK: ,;1!4 ,i: ? rFRAtrnN ? ??l ,? !l1r j ?:3id :,i.AR t:AltE I Permit No. Permit Holder Date Telephone # ELECTRIC PLUMBING HVAC inspection Date Insp. Comments FOOTINGS FOUND FRAMING ROOFING RQUGH PLUMBING PLBG AIR TEST ROUGH HEATING GAS SVC TEST INSUL GYPBOARD FIREPLACE FIREPLACE AIR TEST FINAL PLBG FINAL HTG ORSAT TEST ' BLDG FINAL BSMT R.I. BSMT FINAL DECK FTG DECK FINAL ` ?a1 ? CA& CRRE KCL`ttftCQ#¢ Df CCCltpRliC? (944 0f CfQgan i ?C?16Cti1lfRk Of ?rit?bil[13 `?II£?1CCflOri . . 'a 3 This Certifecate issued pursuant ta tbe requirements of the Unifonn Building Cade certifyirsg that at the time of issuance this sducture was rn compliance with the various ' ? ordinances of the City ,egutating bui(dirsg constructioa nr use. For lhe followirsg: j ? ux on: OCPM/IIM MI9C ews. ?,[ rvo. 24244 ocapan<y Tyye zonmq oiwia Type cann. I•, OwcerofBUildmg ? ??' AT pdmcs ?3rJ Q? ? ?s ? BmldinyAdErcas 1575 ?}v.sav I.mliry Js B?, IHOMAS Li CEONTEM •.~•:? ^ ? ,??f ? _ . , / ..-'.?e??, ^ Dn? •/ _> /?f' ? ' •,Buil?v50119cial ?._ ' POST IN A CANSPICWUS PLACE ' 1*"11 ,: Iu s$ C'[rY i;f' r`ht:;W •r; ;?? i t ?; ?`. 7'f"frMl;.iA! Nx1. ; r., ?„•,?ri.-? r')????:?n.:?.?q6, .i".I:MQ I.I.:IK&W •,ii„ ('fl ;,T'i Qil0.. i .: i..,?r.? ?.? ,..,..I?..F r.r , , I . _ ?'?IIn. .,_ . '1r,l,:1 . .._..- p1: i3nr-?untc 5,,000„f"til ?c? i7t-4.F; I .t NCdNr:Y W ?.1dr.' ?;' y;,:k;? "?%k*>kskV+?F>"rkk(YF`y1K.1kRC?X'#' ?7KN:1K?'k ?':?k?; µ;F *?YF CT'r`,' t:1r Fi:A,r,Ani cnqH:rr.:Rr ^ trRr!NA:. Nn. 72 ti,; i ra rt9/25/96 T:I ME; 11 ¢:1(']e`,'S9. it::r N'Al`II? : i:? I RVAN C01NjI lNf . 900i u"' ?.??.!f??l ' f:! iF"F Ril i? Cr.,,??,r . . 107599.46 ;,,,i:.ai k „_Qpt A;nn.ir?+,n ?J7;'?STMJoA6 CROcr::ri;l"; i Pi.'kt 1% Ni4Nry a<Y;?K`;?"?;'= .n%K?: g%?:%kYF1FS? k?k%k?Y?k?Y7R?7Kk?k5K?k?K7Kik7KkcNt*?c??c%K 3 1 6 m 6 0 5FS OFFICE USE ONLY This reqoesl void 18 months {mm ?al?dahon date pnnred m thn, PLEASE PRINT OR TVPE Requasf Ome Rough-in inspedion requmed? ? Yas speaion Other Thon Rough-In0 Ready Now ill Call (You mosl call jhe mspedor when eeady) Dote Ready I, [91icensed confractor Q owner here6y request mspechon a{ }he a6ove elecinml work ai lob Address [Streep Box, or Roure N. I R Gry ??/?? ?p Code - No Range No T? Fire Na ??u^h J Phone No Address ? Eletlnml Confmd r ICompany Nome) Convocmr Lcenze Na ?fk7/L07 ? L' / ` Masl r c Na (Plont Eled Only) ?u?- c u ec Madin? Addrezs (Cammdar or Owner PeAorming Installabon) ? v? ? ; -yp?; / ar ? ?, ?? Authonzed SignaNre (CanMatlor or Owner Pedorm n Insmllonon) ?\ -LQ Phone Na f,/;iz-g?) EB-OOOOlA-10 6195 ST B HOCOPY-SEEINSTNUCTIONS KOFYELLOWCOVY ` I?I I II II I I I? I? N I?ii? ? I?! REDUEST FOR ELECTRICAL INSPECTION ??d;,? B St. Paul, MN 55104 4???,?? 121 Unive sity Ave rRmf &128C ? 0 3 b 6 6 C 5 5? Phone (612) 642-0800 ?D0 7/f jr Home Duplex Apt. Bldg. Other ew Addn ommercial Industrial Farm Remod Re air Air Cond. Hfg. Equip. Wafer Hir. Load Mgmt Ofher. ? er Ran e Elec Heat Tem .$ervice "R" above the work covered by this request Enter remarks m fhis spoce and on the 6ack of the whde <opy only. 22 - 30 . 14cb 34 / . Calcufa}e Inspection Fee - This Inspechon Requesf wdl nof be accepted wdhovt the mrrect tee? Olher Fee aF" Service Enirance $ize Fee # Circuits/Feeders Fee Mobile Home Park Siall 0 fo 200 Amps 0 to 100 Amps Sfree} L}g /fraHic Sig. Transformer/Genemlor Above mps Ahove 7 Amps EMOH'SUSEONLY TAL 1150 Sign/Outline ltg Xfmr. AlormjRemote CoMrol $wimming Pool ? ed here on ?he daks smred Irrigation Baom $peaal Inspection F l ome ru Imestigofrve Pee is ius7ei 1 nnoN MnY o I 2 ? 9E QRDERED DISCONNECTED IF NOT COMPLETED WITHIN 18 MO S. _ PERMIT q1t4U CETY OF EAGAN ' 3830 Pilot Knob Road PERMIT TYPE: Eagan, Minnesota 55122-1897 Permit Number: (612) 681-4675 Date Issued: cR?01 ? CR ?'??1 B U I L D I N G 028881 0 9/ 2 3/ 9 6 SITE ADDRESS: 1575 cLzFF Ro LOT: 4 BLOCK: 1 THOMAS LAKE CEN7ER P.I.N.: 10-75925-040-01 DESCRIPTION: (CAR CARE) d$p???Permit 1'ype COMM./IND. Rt!i`1.d`i,ng k 7ype NEW j`Ab8fi: H-4 : C60141truct3:ot?. II-N .d0. `5_a=--` ` B {: ? i:1 =d a ng ? c? w?. 90 yy j ? y . ? ?H T slg-W? bIR " x'? 4 T?L? ial Qp V ? Y }v y J 4t"?"+?rr?G1.?RFf? qC7.?''?-.. ' t '( 1 q p , W " 4 , 320 EN* 322 SERVICE STATZON Abi w iv.8t4 x s?we '??.in?P fr'?°'"ffn"pe' CZ @'#A ,q??3'%; REMARKS: Y' 1 FEE SUMMARY: Base Fee Plan Review Surcharge SAC SAC g 5AC tlnits Subtotal VALUATION $1,687.25 $1,096.71 $130.00 $9,600.00 109 4 $6,513.96 $260,090 CI7Y SAC S & W PERMTT S & W SURCHARGE TREATMENT PLFINT ROAD WNI7 TRAIL DEDICATION LANDSCAPE GUAR 7ota1 Fee $400.00 $100.00 $.50 $1,584.00 $1,191.40 $809.60 $5.0@0.00 $15,599.46 CONTRACTOR: - Applicant - OWNER: RYAN CONST ZNC, R J 28664632 STOWEIL RON 6511 CEDAR AVE 5 3635 GREAT OAKS CIR MINNEAPOLIS MN 55423 EAGAN MN 55123 (612) 866-4632 p1ne?C?.an gnkt s??te ?ha?t:?ha ? he'r'ei?y ack,w?4wledg`e ?hr,??.`t hev.?y read tha? aq ' infoi?rr?a??on '?s cor?-zct agr?e ta' cfl'mp1y ktaGh al?. app13?a#le???'?e o? ,`n '.? . E.. , g ? ?tttn??tes andCxtY z?Eas?an Rrdir?an?ssq __ ?,..., r . . el". . , • _. . cv _ ....., .L, e. . 'j . .<......, v.. .. , .v. lP:.? ?ffl,n R eA?k I W - SUED B ' S1 ATU ? CITY OF EAGAN T I-Obe 1996 BUILDING PERMIT APFLICATION (COMMERCIAL) , 681-4675 , ? , ???,•?? The following are requfred with appropriate certification tor all new construction: ? 2 each: architectural plans; mech. & elec. plans; fire sprinkler plans; structural plans; site plans; landscaping plans; gradingldrainage/erosion control plen; utility plan . 1 each: set of speafications; set of energy wlculations; electriwl power & lighting fortn; Special Inspections 8 Testing Schedule ? Letter from MCMIS (phane 0222-8423) indiwtlng SAC determinatbn , . Code analysis Indicating: Codes used; occupancy dassifications; setbadcs, maximum allowable area ss per Building and Ciry Codes along with sq. ft. per floor; type of constructlon (synop9is of construction components) ffi any occupancy or erea seperetion walls; occupancy loads; exit synopsis wfth a diagram indicating exfting loads from each room or area, travel paths 8 all reted corridors; plumbing Tiztures; arM parking. DATE: / DESCRIPTION OF WORK: WORK TYPE: -z- NEW _ REMODEL CONSTRUCTION COST: Z4 ooc.? TENANT NAME: 51TE ADDRESS: 81PEET LOT ? BLOCK SUBD. ?oi"+AS Gt?'r P.I.D. # C"ras?z &Y &V{ ?LA?y iana.A SiE I PROPERTY OWNER CONTRACTOR ARCHITECT! ENGINEER RCCEUMEDD SEP 0 5 1996 --------------- Name: I I -,:?- o v. Phone #: IAST FlR6t Street Address* 711e3..?'- City: t= ? c,.i, State: )-A J. Zip: Company: fZ--7- 1Zti? ",?. Phone #: 15&lr -iLlg32 Street Address: ex-ctc" 4V1 S, City: %Zi Zip: ?=Z -:;, Company: Phone #: :2S5-- J Z) I Name: L.e ? Registration #, !5-ee Street Address, City: State: Zip: Sewer 8 water licensed plumber: 1 hereby acknowledge that I have read this application and state that the information is_correct and gr ? to comply with all applicable State of Minnesota Statutes and City of Eagan Ordinances. ? Signature of Applicant: ?"' OFFICE USE ONLY BUILD(NG PERMtT TYPE M1 ? 01 Foundation ? 19 Comm./Ind. Misc. ? 21 Miscellaneous eyr 18 Comm./lnd. ? 20 Public Facility WORK TYPE A"'31 New ? 33 Alterations ? 35 Tenant Finish , 0 32 Addition ? 34 Repair ? 37 Demolition GENERAL INFOR MATION Const. (Actual) ,0-- ,V Basement sq. ft. N14 MCIWS System gt- (Allowable) -71-.v First Floor sq. ft. y32o City Water UBC Occupancy 11-5' sq. ft. Fire Sprinklered ts Zoning sq. ft. Census Code 3a Z # of Stories ? sq. ft. 5AC Code Length 9o sq. ft. Census Bldg. Depth 5'8 Footprint sq. R. N 321e) Census Unit APPROVALS Planning Building Engineering Variance Permit Fee L 4. R Valuation: $ Z?O, oao ' Surcharge I , a0 Plan Review 0 ' ! , 71 G 5118 MCNVS SAC 600, cw yF 90- City SAC op.oo Y Water Conn. N q S/W Permit loD"a S/W Surcharg e • sa Treatment PI. /, sa? ? y? Road Unit Park Ded. i ipi yo , pz,? , z95- N ,a Trails Ded. $d9.b0 Water Qual. N/A Other S,'o? o ° -Ga?as?PZ 41A<4.,,-y Copies TotaL• ? Q .4vb % SAC SAC Units Meter Size CITY OF EAGAN 3830 Pilot Knob Road Eagan, Minnesota 55122-1897 (612) 681-4675 SITE ADDRESS: 1575 CLIFF RD LOT: 4 BLOCK: 1 TNOMAS LAKE CENTER P.I.N.: 10-75925-040-01 DESCRIPTION: (CAR CARE) Permit Typs 4i9rk Type COMM./IND. mS5C. AL7ERATION 437 ALT. NONRES. "a, -REMARKS: MEZZaNZNE PERIVIIT PERMITTYPE: euzLnxras PermdNumber. 029249 Date Issued: 12 / 0 2/ 9 6 -?, ??:?s f;e ayyyqqq, ;;"W FEE SUMMARY: VflLUATION $11,900 Base Fee Plan Revisw Surcharge Total Fee $174. 75 $113.59 $5.50 ? $293.84 CONTRACTOR: - Applicant -- OWNER: X pERN BIN EQUIPMENT Cp 25091888 STOWELL RON 595 MEpZNA RD 3535 GREAT OAKS CIR °L'YMOUTH MN 55150 EAGAN MN 55123 e612) 509-1888 T her,eby ?clc:ncrw?.?dge thai?; ?: ?z,nfbrm,ativn ;is re?,ct d`' ? 5"tatu°tes artid C?ty ? 11I ? .. . . , ...?..:? ? T . ..r ... aL? r f I 1'?-Q?l ? il' ?[ ? lan,Y AAA.?p nA nti. thiits?the . ? G Ek7a`?; ,'?,rrItd8? ?tl:. ?.. . & 3 ' 4 r ss s ..4,....Y.Ct.e-. ,._ . ?K.. m..... _. ..... . _ .. __..t.,..?, _ .? --ISSUED BV: SIG TURE -? lq ?CITY OF EAGAN ? 1996 BUILDING PERMIT APPLICATION (COMMERClAL) 681-4675 (AA41,1n19 The follawing are required with appropnate cartification for all new constructlon: ? 2 each: architectural plans; mech. & elec. plans; fire sprinkler plans; structural plans; site plana; landswping pWns; grading/drainage/erosion controi plan; utility plan ? 1 each: set of specifiwtions; set of energy calwlations; eleMrical power & lighting form; Special InspeIXions & Testing Schedule ? Letter from MCNVS (phone #222-8423) indicating SAC determination ? Cade analysis indicating: Codes used; occupancy classifications; sethacks; maximum allowable area as per Building and City Codes along w@h sa. ft. per floor; type of construction (synupsis of construdion components) & any occupancy or area separation walls; occupancy loads; exit synopsis with a diagram indicadng exiting loads from each roam or area, travel paths & all reted corridors; plumbing fixtures; and parking. DATE: I? ?o WORK TYPE: NEw REMODEL DESCRIPTION OF WORK: &1A sl r0CTUV/f I^2ZZeW/'`)I CONSTRUCTION C05T: ? J6iG7 o TENANT NAME: &r ('`?? ?? ?? ?? `? ????? SITE ADDRESS: LOT ? BLOCK ? SUBO R P-oA sre ? P.I.D. # PROPERTY Name: s7-0cvC.l( , &yl Phone OWNER Street Address• J C-13 5- 35QCAf` UWAS City: ? oJ State: /J Zip: a _ CONTRfACTqR Company: 94DDe" 91n? mliQA` 00. Phone ? ?s e K R H/12-Th.<ANr) ? Street Address• ?550? ?epl?1? ?-? rroree-r ? Af ARCHITECTI ENGINEER RECE ED 1f0U @ 3 i9g^s HY:? City:_ r?c.?af C/f.l P Company: f}/'S k7ti ? Name: Registration #•_ ?? StreetAddress' {?g?- A? Ciry: 1ti/n,?r f.fF?ik _ State: i" r?/" Zip: ?5 7f b Sewer & water licensed plumber. I hereby acknowledge that I have read this application and state that the informatio is correct and agree to comply with all applicable State of Minnesota Statutes and City of Eagan Ordinances. ? Signature of Applicant: Zip: ?J l?f? Phone #: T w- 1?1d D BUILDING PERMIT TYPE ? 01 Foundation ? 18 Comm.llnd. WORK TYPE ? 31 New ? 32 Addition GENERAL INFORMATION Const. (Actual) (Allowable) UBC Occupancy Zoning # of Stories Length Depth APPROVALS Planning OFFICE USE ONLY ,ouo-T!9 Camm./Ind. Misc. ? 20 Public Facility 00'33 Aiterations ? 34 Repair Basement sq. ft. First Fioor sq. ft. sq. ft. sq. ft. sq. ft. sq. ft. Foofprint sq. ft. Building Permit Fee Surcharge Plan Review MCNVS 5AC City SAC Water Conn. SNV Permit S/W 5urcharge Treatment PI. Road Unit Park Ded. Trails Ded. Water Qual. Other Copies Total: % SAC SAC Units Meter Size Engineering x' ib?? ? 21 Miscellaneous ? 35 Tenant Finish 0 37 Demolition MCNVS System City Water Fire Sprinkiered Census Code SAC Code Census Bidg. Census Unit Variance ? -? .? ? Valuation: $ J?? OOci BEnson BCMETAtSeMO, 11-18-96 1300 Sibley Memorial Highway P.O. Box 800 • Mendota, MN 55150 (812) 452-8556 • FA7( (612) 452-9743 City of Eagan 3830 Pilot Knob Rd. Eagan, MN 55122 Attn: Mr. Joe Voels Re: Car Care 1575 Cliff Rd. Eagan, MN Dear Mr.Voels: D Z 181996 E Attached are our drawings 1 thru 3; Rev. C on drawing 1, Rev. A on drawing 2, and Rev. C on drawing 3; dated 11-15-96 along with Larson Engineering's certification of these drawings. Changes were made to these drawings according to Larson`s certifications, as noted. With these documents, we are applying for a huilding permit to provide and install this platform within the above referenced building. If you have any questions feel free to give me a call at 452-8556. The building permit is to be made out to Modern Bin Equipment Co. at 15505 Medina Rd. Plymouth, MN 55447. Attn: Joe Hartmann. Sincerely: ?44W a. t A MW? John D. Benson c.c. Joe Hartmann, Modern Bin _3v 9 . - Specialuts m Carts & Ladders - Custom Fabncation i: II -b? ? ? ? OFFICE USE ONLY L ? BL ? RECEIPT V^ 7 0 SUBD. DATE' D / 1996 PLUMBING PERMIT (COMMERCIAL) CITY OF EAGAN 3830 PILOT KNOB RD EAGAN, MN 55122 (612) 681 -4675 Please complete for: ? all commerciaVindustrial buildiqgs. ? multi-family buildings when separate permits are II41 required for each dwelling unit. 713o CONTRACT PRICE: ?Poc<> DATE: WORK TYPE: _ NEW CONSTRUCTION ><_ ADD ON _ REPAIR DESCRIPTION OF WORK: yt4? Gov' Cai'e. C'Yn 74Kv IS WATER METER REQUIRED?5 _ NO. IF SO, PLEASE PROVIDE THE FOLLOWING: 4r WATER FLOW: PM. ARE FLUSHOMETERS TO BE INSTALLED? _ YESNO. ?? I ? FAILURE TO PROVIDE THIS INFORMATION WILL RESULT IN A DELAY OF METER ISSUANCE. C/" ?7 WILL YOU BE INSTALLING A METER FOR A FUTURE U.G. SPRINKLER SYSTEM7 _ YES _ NO. IF SO, YOU MUST APPLY FOR A SEPARATE U.G. SPRINKIER PERMIT. FEE: $25.00 minimum fee or 1% of contract price, whichever is greater. State surcharge of $.50 per $1,000 of permit fee due on all permits. CONTRACT PRICE x 1% C/ voG C' STATE SURCHARGE + 5?' TOTAL a_ S?U SITE ADDRESS: 75^ C4:?? /) ca c?l TENANT NAME: f.X- /-F Ca,G' i° STE. # OWNER NAME: INSTALLER: 6li-PcA •' l, pzGt-77 ADDRESS: -7 % `b 7? CITY: /:2STATE: PHONE #: SIGNATURE: APPLICANT OFFICE USE ONLY METER SIZE: :-7 DATE: INSPECTOR: `rf / CITY USE ONLY L ? 8L L RECEIPT #: SUBO. DATE: :..,. T--- 1996 MECHANICAL PERMIT (COMMERCIAL) CITY OF EAGAN 3830 PILOT KNOB RD EAGAN, MN 55122 (612) 681-4675 17 Please complete for. ? all commerciaUndustrial buiidings. ? muPti-family buildings when separate permits are a4t required for each dwelling unit. DATE: ?1OCON?'PACT PP!GE: . I D{ 000 WORK TYPE: NEW CONSTRUCTION X INTERIOR IMPROVEMENT DESCRIPTION OF WORK: ??4G,T 3 J?'l? /*?25, p?, G?zi2, ?As?40.'0 FEES: •$25.00 minimum fee 2E 1% of corrtract price, whichever is greater. . Processed piping - $25.00 ? State suroharge of $.50 per $1,000 of pgm]it fee due on ell permits. GONTRACT PRICE x 1% * IOO O?& PROCESSED PIPING ?v ? STATE SURCHARGE TOTAL oiTE nvuFcc55: OWNER NAME: CFl2 OfafLe TELEPHONE #: TENANT NAME: (IMPROVEMENTS ONLI) INSTALLER: 7E. ADDRESS: [o? 7 6r i "Z-c_ u -y •k-?-a ?- V--L-?? - ` CITY: 'S-r' /Y?9U t- STATE: ? ZIP•_-T- LI-04- - PHONE #: °/ ? SIGNATURE• All 'V - SIAT R OF PERMITTEE CITY INSPECTOR Contract No: Project No: Submittal Date: PROJECT Suhstantial Completion cf Sewer & Water 15>Z• a- Date of Occurrence STEP I: PERMISSION TO HOOK UP SANITARY SEWER _ Lines Lamped and Acceptable _ Defiaction Mandrel Test Passed _ Manhole Structures Properly Constructed (cstg, & cover, rings, cone, 1£t. sections, final rim sett3ng, 6 build and invert) _ Infiltration Test WATER MAIN _ Properly Chlorinated & Flushed _ Entire System Pressure Tested _ Entire Syatem Conductivity Tested _ All Valve Boxes Accessible, straight & keyed _ All Valves Opened or Closed as Approp. _ Bacteria test completad RVICES _ All Wye Locations confirmed _ All CuYb Boxes Exposed, Set to Proper Grada & Marked w/Fence Post Required Service Risers Televised crnMErrrs : ?,E! Tv '1?-? e? t/'!? -? ??'x . S ??' STEP II: FULL USE PERMIT (OCCUPANCY) STORM SEWER ? Lines Lamped & Acceptable _ CB Structures Properly Constructed (cstg & cover, rings, 1 ft. section, invert, final cstg. setting & build, DL-DR correctly set rings & cstg. set in full bed of mortar) _ Aprons, Dissipators 6 Rip Rap properly installed COMMENTS: _ Material Tests Checked & Passed (Canc. compressive strength & Air Content, Bitum. Extact 6c gradation, gravel base gradation). _ Utility Stzuctures & Lines Clear & Free of Debris & Gravel (Gate Valves keyed) RECOMMENDATION: I herein verify that the tests and inspections indicated above have been successfully completed. Any deviations or exceptians are described in my comments. With this considered I zecommend that pezmission to hook up or permission for occupancy be granted as appropriate to the above indications. Signed Project ecc r Confirmed bv: Public Work Department CITY OF EAGAN SEWER & WATER PERMIT RELEASE FORM 40?1 MEMO city of eagan TO: AIANE DOWNS - UTII,TTY BILLING CLERK FROM: CRAIG KNUDSEN, ENGINEERING TECHNICIAN DATE: DECEMBER 5, 1996 SUBJECT: STREET LIGHT ENERGY COSTS - LOT 4, BLOCK 1, THOMAS LAKE CENTER I have computed the street light energy costs for Lot 4, Block 1, Thomas Lake Center. Based on 0.85 acres multiplied by the 1996 rate of $435 for non-continuous lights, the rate is $3.70 per quarter. Please start to bill this account with the ne3ct utility billing. ? 4eering Technician CK/cb STREET7.IOH1'312/93.S1RTLITE.FRM/CB TO: FROM: DATE: _ city of eagan PAT GEIGAN, C}iIEF OF POUCE JON HOHENSTElN, ASSISTANT TO THE CITY AOMINISTRATOR DALE WEGLEITNER, FIRE MARSHAL ELECTRICAL INSPECTOR PUBLIC WORKS/ENGINEERINGlUTiLITIE5/STREETS := GENE-VANOVERBEKE, FiNANCE DIRECTOR ? RICH BRASCH, WATER RESOURCES CDOROINATOR MIKE RIDLEY, SENIOR PLANNER GREGG HOVF ci icFRVtcCR OF FORESTRY DALE SCHOEPPNER, SENIOR INSPEC MEMO ? / ' • /, T,?40,w,os Cq/ct eLWr-t.r SUBJECT: PLAN REVIEW The _preliminary lk construcfion plansfor /_fg/2 are in our plan review seciion for your review and comment. Ptease notffy the Protective Inspections Division if you have any reason that these plans should not be approved and resoNe any problems with the affected partles. If you are requesting that issuance of the building pertnd be held, piease fill out the proper 'hold' requesi form. Camments: ?VO/'r72al 4?L /yl?r G??7Gt???f 6/ / 9 /V Indicate any fees that are to be collected with the buiiding pertnit: ? ? Yes ? No landscape security required ? Yes ? No water quality dedication ? Yes ? No park dedication ? Yes ? No trail dedication ? Yes ? No tree dedication ? Yes ? Na Amoun °t - a -q4 Signature Date plauw iew sRauN=m INTERTEC Compressive Test oP Concrete Cylinder Test Method: ASTM C 39, 6" a 12" Cylinder Date: October 14, 1996 Clieat Mr. Tom Ryan RJ Ryan Constrnction, Inc. 6511 Cedar Avenue Sonch Ric6fieid, MN 55423 Braun InrorMC Corporafion 6450 Wesr 146th Street, Suae 137 Apple Valley, Minnesofa 557248520 612431-4493 Fax:4313084 Engineen and Scienhish Serving the Built and NoNral Environmmh Project Nimmber: BODX-96-291 ProJea Desaiptiwn: Constmction Marcrials Testing Car Caze Muffirs and Brdlce Eagan, 1vTinnesota Number: 1 Mix Design: not given e Cast 1011196 Supplier: not given Le Cast: not given Specified Air: not specified isured Slump: not given Specified Strength: 3000 Lsured Air: uot given Truck or Ticket No. : not given iaete Temperanve: not given Cylinders Per Set: not given Temperature: not given iader Cast Sy: not given uid Added at Site: not given iple Loption: Footings Notes: Sample Date Test Field Iab Test Max Load Cyl Area Compressive Remarks No. Recvd Date Cure Cure Age (pounds) (sq in) Strength, psi Code(s) lA 10/2 10/8 1 6 7 82530 28.34 2910 B Specifiefl Strmgth at 28 Days (psi): 3000 Remarks: B: The 7-day test result projects that the speciSed strength will likely be met az the 28-day age accord'mg to a typical strength age relationship. c: Mr. Jce Voelz; City of Eagan Braun Intertec Corporation ? lgamn ?? Gregory !IJB&IN PE Project Engineer 9629tkonc.l e Rau N=M INTERTEC Report of Field Compaetion Tests Date: October 23, 1996 Client: Mr. Tom Ryan RJ Ryan Constcuction, Inc. 6511 Cedar Aveaue South 4;rhfielA MN SSd74 Braun Intarfec Corporatioe 6950 West 146ih S1reef, Suiro 137 Apple Valley, Minnesofa 551248520 612d31-4493 Fax:431J084 Engineen and Scientish $ening the Buill and Noturol Environmenfs Project: BODX-96-291 Report: 1 Project Descripdon: Construction Materials Testing Caz Caze MufIler and Brake Eagan, Minnesota evt ate ype Soil ID and Classif3cation Optimum Moisture* (%) Mas. Lab Dry Density (SW.Proc.) (Pcn 7npiace Moisture (`90) Inplace Dry Density (Pc) Relative Compaction 3pecltied Minimum Compad. ommentv 1 10/3/96 N P-1: SM 8 133 12 119 89 95 B 2 10/3196 N P-1: SM 8 133 10 117 87 95 B 3 10/3/96 N P-1: SM 8 133 11 107 80 95 B lA 1013/96 N P-1: SM 8 133 7 126 95 95 A 4 10/3196 N P-1: SM 8 133 7 132 99 95 A 5 10/3/96 N P-1: SM 8 133 7 126 95 95 A 3A 10/3/96 N P-1: SM 8 133 8 126 95 95 A Key: N = Nuclear, ASTM D 2922 SC = Sand Cone, ASTM D 1556 * = O.M. aad M.L.D.D. rounded to neazest 0.5 A= Tesc resuits comply with specificarions. B= Test results do not comply with specifications. Test Test Location Elevation 1 Interior wall backfill, 9'W, 12'S of NE corner 99 8 Interior wall bacMill, 12'E, 21'S of NW comer 99 3 Exterior wall back5ll, 21'W, 2'N of NE comer 98 lA Retest of 1 99 4 Interior wall backfill, 21'W, 69'S of NE comer 99 5 Exterior wall backfll, 2'W, 45'S of NW comer 99 3A Retest of 3 98 Elevadon Refemnce: Finished Floor = 100.0 c: Mr. 7oe Voelz; City of Eagan Braun Intertec Corporaaon Grego . Sidbh, PE Project Engiaeer 96291ku.i s Rau W INTERTEC Report of Fieid Compaction Tests Date: October 23, 1996 Project: BODX-96-291 xeport: 2 C7ieat: W. Tom Ryan RJ Ryan Coasttuction, Inc. 6511 Cedar Avenue South «.?' Project Description: Consocuction Matesials Testing Caz Caze Muffier and Brake Eagan, Ivfinnesota 11161111G1 Yl?ll• JJ TLJ ype Soil ID aad Clasaifcatlon Optimum Moistnre* (%) Maa. Lab Dry Density (Std.Proc.) (Pd) Inplace Moistare (%a) Inplace Dry Density (Pcfl Relaave Compactlon (%) Specified Mioimom Compact (30) omments N P-1: SM 8 133 7 126 95 95 A N P-1: SM 8 133 6 130 97 95 A N P-1: SM 8 133 6 128 96 95 A t N P-1: SM 8 133 6 129 9'7 95 A N P-i: SM 8 133 6 129 97 95 A N P-1: SM 8 133 9 132 99 95 A Key: N = Nuciear, ASTM D 2922 SC = Sand Cone, ASTM D 1556 * = O.M. and M.L.D.D. rouaded to nearest 0.5 A= Test results comply with specifications. B= Test resulu do not comply with specifications. Test Test Location Elevation 6 Exterior wall backfill, 8'S, 2'E of NE corner 98 7 Extezior wall backfill, 54'S, 2'E of NE corner 98 8 Exterior wall backfill, 2'S, 10'W of SE corner 99 9 Interior wall backfill, 2'N, 32'W of SE comer 98 10 Interior wall hackfill, 21'S, 2'E of NE corner 98 2A Rerest of 2 99 Elevation Reference: Finished Floor = 100.0 c: Mr. Joe Voelz; City of Eagan Braua Intertec Corporation Grego . n, PE Project Engineer 96291kcs.2 sRAUN=M I NTE RTEC Laboratory Compaction Characteristics of Soil (Proctor) Date: Octobec 23, 1996 Project: BODX-96791 Clieft. De9cr[pHon: Mr. Tom Ryan Construcdon Materials Testing RJ Ryan Construction, Inc. Car Care MufIIer and Brake 6511 Cedar Avenne South Eagan. Nfiunesota Richfieid MN 55423 Field Data: Date Sampled : 10/2/96 Test Number . P-1 gampled gy , GJg Locazion Sampled : Wall backfili Classi.fication : SM. Sil[y sand, fine- to medium-8rained, trace of gravel, irrovm Laboratory Data: ASTM D: 698-91 Procedure: standard B Date Tested: 10/3/96 As Received Water Content: Prep. Method: wet Rammec Type: manual Sieve Data, % on 3/4": %6 314"-3/8": % 3/8" -#4: Size of "Ovasize": Percent Ovmize: Spec. Graviry: 2.70 Maximiim Dry Unit Weight, pcf Optimum Water Content, % 134 132 Curve Values Coaected Values (ASTM D 4718) 133 pcf 1cf - ? `% 8 Zero Air Voids lsranaum) C]ne ? s m .y 3 ?C ? T ?. Q 130 128 126 124 W3CCf COnC21IC, % S.G.=2.70 (A331ID1Ed) 96291\p-I 3 5 7 9 11 i3 sRauNsM INTERTEC Compressive Test of Concrete Cylinder Test Method: ASTM C 39, 6' z 12" Cytinder Date: October 31, 1996 C7ieut: Mr. Tom Ryan RJ Ryan Consttncdon, Inc. 6511 Cedaz Avenue South Richfield, MN 55423 8raun IMertec Cerperafion 6950 West 146fh Shcet, Suire 131 Apple Valley, Minnesota 557248520 612431-4443 Fax:431J084 Engineers and Scienfish Serving the Builf and NoNrol Environmenh Project Number: 130DX-96291 Projax Descripflon: Coostruction Materials Testing Car Care Muffier and Brake Eagan. M'innesota Set Number: 1 bSix Design: not gvea Daze Cast: 10/1I96 Supplia: not given Time Cast: not given Specified Air: not speci5ed Measured Slump: not given SpeciGed Slreagth: 3000 Measured Air: not given Truck or Ticket No. : not given Coaaete Tempmature: not given Cylinders Per SeC not givea Air Temperrdue: not given Cylindea Cast By: not given Liquid Added a[ Site: not given Sample Locaflon: Foo[ings Notes; Sample Date Test Field Lab Test Max Load Cyl Area No. Kecvd Daoe Cure Cure Age (pounds) (sq 9n) ComQressive Remarks Streagth, psi Code(s) lA 10/2 10/8 1 6 7 82530 2834 2910 B 1B 1012 10/29 1 27 28 103900 2832 3670 K Speafied Strengrh az 28 Days (psi): 3000 Remarks: B: The 9-day test result projects Nhat the specified sueugth will likely be met az the 28-day age according w a typiral strength age relationslup. K. The above 28-day test resnlt meets the reqnired design sffength. c: W. Ice Voelz; City of Eagan Braun Intertec Crnporaflon ??-n_ ?t?1 Grega PE Project EagineEr 962911conc.l BRAU N,M INTERTEC November 14, 1996 Mr. Brian Trombley RJ Ryan Constcuction, Inc. 6511 Cedar Avenue South Richfield, MN 55423 Dear Mr. Trombley: Braun IMerfec CorperaYan 6950 West 146th Sheet, Suite 131 Apple Valley, Minnesofa 551248520 612d31.4493 Fox:431-3064 Engineers antJ Scienfish Serving the Builf and Noturol Environmenh Project BODX-96-291 Re: Summary Report for Consuucrion Testing Services, Caz Caze Muffler and Brake, Eagan, Minnesota As requested by Tom Ryan on October 2, 1996, we have performed construction testing services for the Caz Caze Muffler and Brake project. T'his report provides a summazy of our consauction testing services. Available Information Braun Intertec performed a geotechnical evaluarion report for tlils project under project BODX-96-195 dated August 6, 1996. The building is a one-level, slab-on-grade struchue supported by spread foodngs. We assume the spread footings aze designed for a soil bearing pressure of up to 2,000 per squaze foot (psfl. Excavatioo Observation An excavation observation was performed on October 2, 1996, by a project engineer. When we azrived on site, the footing and foundation walls were already constructed. The excavation observation consisted of observing the excavation bottom soils on the sides of the foorings and the side walls of the excavadon. The approximate consistency or density of the soils encountered was estimated by judging the force required to advance random, shallow (up to 2 feet deep) hand auger probes. Soil ciassificarions were determined by examining the hand auger probe cuttings. The hand auger probes generally encountered silty sand that was judged to be in a medium dense condition. Compaction Testing Compaction tests were performed on the interior and exterior wall backfill. Ten compaction tests and 3 retests were performed in the backfill material. All tests or subsequent retests met or exceeded the minimum compactioa requirement of 95 percent of standard Proctor density RJ Ryan Construction, Inc. Project BODX-96-291 November 14, 1996 Page 2 (ASTM D 698). The results of the compaction tests were previously submitted and are attached to this report. Concrete Testing One set of concrete cylinders was prepazed by the contractor for the concrete placed for footings. Based on the compressive strength test results, the coacrete met the minimum specified strength. Conctusions Based on the results of our soil borings and hand auger probes, it is our opinion the silty sand encountered in the excavatioa bottom is adequate for foundation support. Based on the results of our compaction tests, the inYerior and exterior wall backfill appeazs adequate for floor slab and sidewalk support. Base.d on the results of our concrete compressive strength tests, the concrete placed for the footings met the specified strength. General Services performed by the geotechnical engineers for this project have been conduc[ed with that level of care and skill ordinarily exercised by members of the profession currenUy practicing in ihis azea. No warranty, expressed or implied, is made. Thank you for using Braun Intertec for this project. If you have questions regazding the contents of this letter, please call Greg Bialon at (612) 431-4493 or John Cazlson at (612) 942-1783. Sincerely, Grego J. alon, PE Project Engineer RJ Ryan Construction, Inc. Project BODX-96-291 November 14, 1996 Page 3 Professional Certi6cation: I hereby certify that this report was prepazed under my direct supervision and that I am a duly Registered Professional Engineer under the laws of the State of Minnesota. ? kq*", John T. Cazlson, PE Senior Engineer Registration Number: 20663 Attachments: Report of Field Compaction Tests, Reports 1 and 2 Proctor P-1 Compressive Test of Concrete Cylinder, Set 1 c: Mr. Joe Voelz; City of Eagan gjb/jec:skg V 6291.rpt ? Report of Field Compaction Tests Date: October 23, 1996 Client: Mr. Tom Ryan RJ Ryan Construction, Inc. 6511 Cedar Avenue 3outh Richfield. MN 55423 Project: BODX-96-291 Project Description: Consavction Materials Testing Caz Caze Muffler and Brake Eagan, Minnesota Report: i est ate ype Soil ID and Classification OpNmum Moisture+ (90) Max. Lab Dry Deasity' (Std.Proc.) (pcf) Inplace Moistare (%) Inplace Dry Density (pct) Relative Compadion (%) Specified Minimum Compad. (90) omments 1 10/3/96 N P-1: SM 8 133 12 119 89 95 B 2 10/3/96 N P-1: SM 8 133 10 117 87 95 B 3 10/3/96 N P-1: SM 8 133 11 107 80 95 B lA 10/3/96 N P-1: SM 8 133 7 126 95 95 A 4 10/3/96 N P-1: SM 8 133 7 132 99 95 A 5 10/3/96 N P-1: SM 8 133 7 126 95 95 11 A 3A 10/3/96 N P-1: SM 8 133 8 126 95 95 A Key: N = Nuclear, ASTM D 2922 A= Test results compiy with specifications. SC = 5and Cone, ASTM D 1556 B= Test results do not comply with specifications. * = O.M. and M.L.D.D. rounded to neazest 0.5 Test Test Location Elevation 1 Interior wall backfill, 9'W, 12'S of NE corner 99 8 Interior wall back511, 12'E, 21'S of NW comer 99 3 Exterior wall backfill, 21'W, 2'N of NE comer 98 lA Retest of 1 99 4 Interior wall backfill, Zl'W, 69'S of NE corner 99 5 Exterior wall backfill, 2'W, 45'S of NW corner 99 3A Retest of 3 9$ Elevation Reference: Finished Floor = 100.0 c: Mr. Joe Voelz; City of Eagan Braun Intertec Corporation Grego . , PE Project Engineer 96291\cts.1 V Report of Field Compaction Tests Date: October 23, 1996 Clienh W. Tom Ryan RJ Ryan Construction, Inc. 6511 Cedar Avenue South Richfield. MN 55423 Project: BODX-96-291 Project Description: Construction Materials Testing Caz Caze Muffler and Brake Eagan, Minnesota Report: 2 est ate ype Soil ID and Classifica4on Optimum MoistureO (%) Max. Lab Dry Density" (Std.Proc.) (pcf) Inplace Moisture (%) Inplace Dry Denvity (pcf) Relative C;ompaction (%) Specified Minimnm Compact. (%) ommentv 6 10/3/96 N P-1: SM 8 133 7 126 95 95 A 7 10/3/96 N P-1: SM S 133 6 130 97 95 A 8 10/3/96 N P-1: SM 8 133 6 128 96 95 A 9 10/3/96 N P-1: SM 8 133 6 129 97 95 A 10 10/3/96 N P-1: SM 8 133 6 129 97 95 A 2A 10/3/96 N P-1: SM 8 133 9 132 99 95 A Key: N = Nucleaz, ASTM D 2922 A= Test results comply with specifications. SC = Sand Cone, ASTM D 1556 B= Test results do not wmply with specifications. * = O.M. and M.L.D.D. rounded to nearest 0.5 Test Test Locadon Elevation 6 Exterior wall backfill, 8'S, 2'E of NE corner 98 7 Exterior wall backfill, 54'S, 2'E of NE corner 98 E S Exterior wall backfill, 2'S, 10'W of SE corner F 99 9 Interior wall backfill, 2'N, 32'W of SE corner 98 10 Interior wall backfiil, 21'S, 2'E of NE comer 98 2A Retest of 2 99 Elevation Reference: Finished Floor = 100.0 c: Mr. Joe Voelz; Ciry of Eagan Braun Intertec Corporation Grego . n, PE Project Engineer 962911cts.2 I/ 'k ? m .? 3 .? ? ? a Laboratory Compaction Characteristics of Soil (Proctor) Date: October 23, 1996 Project: BODX-96-291 Clienk DescripHon Mr. Tom Ryan Construaion MateriaLs Testiug R7 Ryan Construction, Inc. Caz Care Muffler and Brake 6511 Cedaz Avenue South Eagan, Minnesota Richf'ield, MN 55423 Field Data: Date Sampled : 10/2/96 Test Number . P-1 Sampled By . GJB L.ocatioa Sampled : Wall backfill Clascification . SM, Silty sand, fine- to medium-grained, trace of gravel, brown Laboratory Data: AST'M D: 698-91 Procedute: standard B Date Tested: 10/3/96 As Received Water Content: Prep. Method: we[ Rammer Type: manual Sieve Data, °k o0 3/4": % 3/4"-3/8": % 3/8" -#4: Size of "Oversize": Percent Oversize: Spec. Graviry: 2.70 Msximum Dry Unit Weight, pcf Op[imum Water Content, % Curve Values Corrected Values (AS1'M D 4718) 133 pcf Pcf 8 °do % 134 132 130 128 126 124 Water Content, ;6 Zero Air Voids pftum) orm S.G. =2.70 (Assumed) 96291\p-l 3 S 7 9 11 13 Compressive Test of Concrete Cylinder Test Method: ASTM C 39, 6" x 12" Cylinder Date: Oc[ober 31, 1996 Project Number: BODX-96291 Client Mr. Tom Ryan RJ Ryan Construction, Inc. 6511 Cedaz Avenue South Richfield, MN 55423 Project Description: Construction Materials Testing Caz Caze Muffler and Brake Eagan, Minnesota Set Number: 1 Date Cast: 10/1/96 Time Cast: not given Measured Slump: not givea Measured Air: not given Concrete Temperanue: not givea Air Temperazure: not given Cylinder Cast By: ? no[ given Liquid Added at Site: not given Sample Location: Footings Notes: Miz Design: not givea Supplier: not given Specified Air: not specifiefl Specified Strength: 3000 Truck or Ticket No. : not given Cylinders Per Set: not given Sample Date Test Field Iab Test Max Load Cyl Area Compressive Remazks No. Recvd Date Cure Cure Age (pounds) (sq in) Strength, psi Code(s) lA 10/2 10/8 1 6 7 82530 28.34 2910 B 1B 10/2 10/29 1 27 28 103900 2832 3670 K Specified Strength az 28 Days (psi): 3000 Remarks: B: The 7-day test result projects that the specified strength wlll likely be met at the 28-day age according to a typical strength age relations6ip. K: 1'he above 28-day test result meets the required design strength. c: Mr. Jce Vcelz; City of Eagan Braun Intertec Corporarion Grego PE Project Engineer 96291\conc.l Use BLUE or BLACK Ink r For Office Use j City of Eqdin I Permit 1196 q/ q I 3830 Pilot Knob Road Permit Fee: I I Eagan MN 55122 Phone: (651) 675-5675 ` I Date Received: Fax: (651) 675-5694 ~ Staff: 1 I 2012 COMMERCIAL BUILDING PERMIT APPLICATION C,ql( Date. Site Address) `as C A.' 4 L Tenant Name: 3:_$ t C L.-L(Z (Tenant is: New /')L Existing) Suite Former Tenant: ~i Name: Phone: PROPERTY OWNER f Address /City /Zip: L)~ U~ CG Ot,(~ I Applicant is: Owner Contractor TYPE OF WORK Description of work: Construction Cost: Name: License # CONTRACTOR Address: 3 4~ J M~C~~ City: 0~-(,k d State: Zip: 5451 ! Phone: (O I Z ' $ $ 41- 7 3 -74 Contact: ilew Email: i j Name: Registration ARCHITECT/ j Address: City: ENGINEER f State: Zip: Phone: i I Contact Person: Email: Licensed plumber installing new sewer/water service: Phone NOTE: Plans and supporting documents that you submit are considered to be public information. Portions of the information may be classified as non-public if you provide specific reasons that would permit the City to conclude that they are trade secrets. _ CALL BEFORE YOU DIG. Call Gopher State One Call at (651) 454-0002 for protection against underground' utility damage. Call 48 hours before you intend to dig to receive locates of underground utilities. www.gopherstateonecall.org I hereby acknowledge that this information is complete and accurate; that the work will be in conformance with the ordinances and codes of the City of Eagan; that I understand this is not a permit, but only an application for a permit, and work is not to start without a permit; that the work will be in accordance with the approved plan in the case of work which requires a review and approval of plans. X Saw Ceti. A 0,- x Applicant's Prin4 d Name Appli t' ature Page 1 of 3 7 C DO NOT WRITE BELOW THIS LINE SUB TYPES - Foundation Public Facility _ Exterior Alteration-Apartments - Commercial / Industrial ✓ Accessory Building _ Exterior Alteration-Commercial Apartments _ Greenhouse / Tent _ Exterior Alteration-Public Facility Miscellaneous Antennae WORK TYPES _ New _ Interior Improvement Siding _ Demolish Building* _%/Addition _ Exterior Improvement Reroof _ Demolish Interior Alteration _ Repair Windows _ Demolish Foundation Replace _ Water Damage Fire Repair _ Retaining Wall Salon Owner Change *Demolition of entire building - give PCA handout to applicant DESCRIPTION 17-A'SN' C -OSO eT-:- Valuation 4,M0 Occupancy U MCES System Plan Review ✓ Code Edition 2bg(~ SAC Units (25%_ 100%_ Zoning City Water Census Code Stories Booster Pump # of Units Square Feet PRV # of Buildings O Length Fire Sprinklers Type of Construction Width REQUIRED INSPECTIONS Footings (New Building) Sheetrock -y Footings (Deck) Final / C.O. Required V Footings (Addition) ✓ Final / No C.O. Required Foundation Other: Drain Tile Pool: -Footings Air/Gas Tests -Final Roof: -Decking -Insulation -Ice & Water -Final Siding: -Stucco Lath -Stone Lath -Brick Framing Windows Fireplace: -Rough In -Air Test -Final Retaining Wall Insulation Erosion Control Meter Size: Final C/O Inspection: Schedule Fire Marshal to be present: Yes ✓ No Reviewed By: Cm j a. , Building Inspector Reviewed By: , Planning COMMERCIAL FEES Base Fee 6 3 • Z< Water Quality Surcharge 2 .0-0 Water Supply & Storage (WAC) Plan Review V7 • (1 Storm Sewer Trunk MCES SAC Sewer Trunk City SAC Water Trunk S&W Permit & Surcharge Street Lateral Treatment Plant Street Treatment Plant (Irrigation) Water Lateral Park Dedication Other: Trail Dedication Water Quality TOTAL 177 .3 G Page 2 of 3 � , j !_y , � Use BLUE or BLACK ink �..-�E� � �j�C ` --------- � For Office Use j �1 U �� (�� I�� • I Permit#: I n � �� I I 1 u jPermit Fee: �j 3830 Pilot Knob Road � � Ea an MN 55122 � �.�� Date Received: 9 I �_`� � � I Phone:(651)675-5675 �-- � I I Fax:(651)675-5694 !, nC� � `�, � �'`�.�° � � �u�J j Staff:Q�/ � `_��_�_��_��_J 2015 FIRE SUPPRESSION SYSTEMS PERMIT APPLICATION* Date: �/2'T�IJ Site Address: 1��S Cc��`(— ,�'�--o a D Tenant: (' ./> (1_ Cti /LF q�c/n %-�c•� A v� Suite#: y3 �, �� F � �� '� ' Name: Phone: �� ° � „ Address/City/Zip: : '' Applicant is: Owner Contractor �'�3��C� ` Description of work: ��' ( i� ��o �� j�J 7� /a a(�'f+c� z � , ° Construction Cost: �� o` Estimated Completion Date: �l �� S� � �: � �� ' Name: VVl i�w�J j ��1 R-� Psz-^��v�r ��'c license#: C_ O Z/ ' ' Address: ��-� �-� A�c-o�.—c fT N� City: ►'Yl (�'L�• ��f�"��C State: �v� Zip: J S��3 Phone:�Z-�3 I - 1�-( � , ; Contact: � � ✓L. �u.�n-.�E'L Email: �1 r.�-,!C u M��„r-�r-(,/LE-�'�Ttc.��a�.c:F,.�. ., . . � FIRE PERMIT TYPE WORK TYPE �Sprinkler System(#of heads� New Addition _Fire Pump _Standpipe �Alterations _Remodel Other: Other: DESCRIPTION OF WORK: )C Commercial _Residential _Educational FEES $55.00 Permit Fee Minimum Contract Value$ 3�� o x.01 'If contract value is LESS than$10,010,Surcharge=$5.00 �z *"If contract value is GREATER than$10,010, Surcharge=Contract Value x$0.0005 -$ `�� Permit Fee '*"If the project valuation is over$1 million, please call for Surcharge =$ � c Surcharge" $100.00 Residential New(includes$5.00 State Surcharge) _$ �'� •'6 TOTAL FEE 3/4"Displacement Fire Meter-$270.00 =$ Fire Meter _$ TOTAL FEE "Requirements:2 complete sets of drawings and specifications,cut sheets on materials and components to be used I hereby apply for a Fire Suppression System permit and acknowledge that the information is c lete and accurate;that the work will be in conformance with the ordinances and codes of the City of Eagan and�nrith the Minnesota B ' ing/Fi Codes;that I understand this is not a pertnit,but only an application for a permit,and work is not to start without a permit;that the work will e in accor nce " the approved plan in the case of work which requires a review and approval of plans. X J� �t� A . ,��t �-�. X Applicant's Printed Name Applican s S gnature - � � � ,� . � / �� o s �� +��u�� i��ui��i�i�c�rr+�n�� , .;. I�jrdr�sf�ic ' Fl�rw�klarm ' Drair�Test F��gF�ln,''° �� ,, Tr��'; I��tr��S:T��# Cen�rat;�tatian �r�at.:: Gorr�t�#i�n�cs��ssua�: .--=� � F�eir��I�e�u�+��'b ,,..!4�w�� D�te: -� ( � �-� Use BLUE or BLACK Ink r F ,, For Office Use , // / C.'%�� Permit#: / iG `� �(J 17 Permit Fee: 6,10e 00 II:* o 4 Date Received: BttsWay Staff: 3830 Pilot Knob Road I Eagan MN 55122 J Phone:(651)675-5675 I buildinginspections@cityofeagan.com 2017 COMMERCIAL PLUMBING PERMIT APPLICATION ❑ Please submit two(2)sets of plans with all commercial applications. Date: 10/27/2017 Site Address: 1575 Cliff Rd, Eagan, MN 55122 Tenant: Suite#: Property ,- Owner ', , Name: Car Care Advanced Service Center Phone: 651.688.0931 Name: Bartylla Plumbing and Heating, Inc License#: PC643227 Contractor Address: 8675 126th St N City: Hugo State: MN Zip: 55038 Phone: 651.429.3877 Email: bartyllaplumbingandheating@msn.com Type of Work " I_New _Replacement _Repair _Rebuild _Modify Space _Work in R.O.W. Description of work: Add RPZ and test COMMERCIAL _New Construction _Modify Space Irrigation System L_yes/_no)(I RPZ/_PVB) • Rain sensors required on irrigation systems Permit Type • Avg.GPM (2"turbo required unless smaller size allowed by Public Works) Meters Call(651)675-5646 to verity that tests passed prior to picking up meter. Domestic:Size&Type Fire: 1 . . Avg.GPM High demand devices?_Yes_No Flushometers_Yes_No COMMERCIAL FEES Contract Value$ x.01 $60.00 Permit Fee Minimum 60.00 $60.00 PVB/RPZ Permit(includes State Surcharge) _$ Permit Fee Surcharge=Contract Value x$0.0005 =$ Surcharge If the project valuation is over$1 million,please call for Surcharge =$ 60.00 TOTAL FEE Following fees apply when installing a new lawn irrigation system $ Water Permit Contact the City's Engineering Department,(651)675-5646,for required fee amounts. $ Treatment Plant $ Water Supply&Storage $ State Surcharge =$ 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.citvofeaoan.com/subscribe. CALL BEFORE YOU DIG. Call Gopher State One Call at(651)454-0002 for protection against underground utility damage. I hereby acknowledge that this information is complete and accurate;that the work will be in conformance with the ordinances and codes of the City of Eagan;that I understand this is not a permit,but only an application for a permit,and work is not to start without a permit;that the work will be in accordance with the approved plan in the case of work which requires a review and approval of plans. x Tim Bartylla % 5a� x Applicant's Printed Name Applicant's Signatu e FOR OFFICE USE Approved By: pate• Required Inspections Under Ground '_Roughdn Air Test as est . „Final PRY Required Yes -No' Meter Related Items:— 'Meter Size '. Radio Read Manor'netor Staff: Page 1 of 3