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3265 Sun Dri , S DG Wefti f irate of Cccu lancC Miv of Wagan Zepar#meut Of Z>xOWS 3W1 Pcttlou This Certificate issued pursuant to the requirements of the Uniform Building Code certifying that at the time of issuance this structure was in compliance with the various ordinances of the City regulating building construction or use. For the following: Use clauirkacion: 0CW NEW Bldg. Permit No. 30506 poc„ p-ly Type B F-2 Zoning Datria I- I Type cont. II-N Owner of Building D G EffrER PRISES nde:ess 11988 R_TVER6X]LM DR, RTRTISMI B7g Adatas 3265 SUN DRIVE L..,ity M. . B1, TAN lE IN D PARK J Date: Building Of KW POST IN A CONSPICUOUS PLACE INSPECTION RECORD CITY CYF EAGAN PERMIT TYPE: 3830 Pilot Knob Road Permit Number: Eagan, Minnesota 55122-1897 Date Issued: (612) 681-4675 SITE ADDRESS: APPLICANT: '41 1"pf'ti1RJAt PARK (1+1:') 4W4-2171 PERMIT SUBTYPE: TYPE OF WORK: t14 !.! 0 11 tlf.1 111 H6 A 14 FA 1 INSPECTION DATE INSPTR. INSPECTION DATE INSPTR. Irln1 i r... MAli f i S & N P1911 - TO OF FI'I[ fE:R1'1114Fit I r Permit No. Permit Holder Date Telephone N ELECTRIC U.G. ?a5?i7 3-5/00 PLUM ING C44" - HVAC # e Inspection Date Insp. Comments FOOTINGS FOUND FRAMING ROOFING ROUGH PLUMBING PLBG AIR TEST ROUGH HEATING GAS SW TEST J ' ?- INSUL GYP BOARD FIREPLACE FIREPLACE AIR TEST FINAL PLBG /Z-/,g-,97 Q 3?-? FINAL HTG I , ORSAT TEST BLDG FINAL /J U? BSMT R.I. BSMT FINAL DECK FTG DECK FINAL Dom ' r??cFe.-G Y?1Q??Qr I " ?? ON" SITE ADDRESS ?Fl:;? s JUn ?br• Unit # Permit # 19050& L B Sect./Sub. /an Me INSPECTION INSPECTOR DATE COMMENTS t( tr u 4.?Z All G q- ? r c A Itr ??t - ?k a? - 6 ¢ ?6< 9 ?y-Q? a oo psi ? 9 INSPECTION INSPECTOR DATE COMMENTS -14 17 ff p /1 7 , - ,G Os'/ / 7_ ?L K(`H -vri r'J et, req o C ' Y,w kifj 17"r City of EaRdIncin January 29, 2008 Mike Maguire MAYOR Paul Bakken Peggy Carlson Cyndee Fields Meg Tilley COUNCIL MEMBERS Thomas Hedges CITY ADMINISTRATOR MUNICIPAL CENTER 3830 Pilot Knob Road Eagan, MN 55122-1810 651.675.5000 phone 651.675.5012 fax 651.454.8535 TDD MAINTENANCE FACILITY 3501 Coachman Point Eagan, MN 55122 651.675.5300 phone 651.675.5360 fax 651 454.8535 TDD www.cityofeagan.com Mr. Michael Dolney DG Welding & Mfg. 3265 Sun Drive Eagan, MN 55121 Re: Access to River Valley Acres through DG Welding Site Temporary Access Easement Dear Mike: I am writing to summarize the action of the Eagan City Council taken at the January 15, 2008, council meeting regarding your application for a Preliminary Subdivision to create two lots located at 3265 Sun Drive and 3245 Terminal Drive (Lot 1, Block 1, Tan Me Industrial Park and Lot 1, Block 1, Bachman's Eagan Addition), known as DG Welding First Addition. The City Council unanimously approved this preliminary subdivision. Standard processing of an application' for a Final Subdivision should lead to approval as a Consent Agenda item at a future council meeting approximately 60 to 90 days after the submittal of the final subdivision application. I know city staff has met with your engineer and we anticipate this application submittal within one week. If the actual final application submittal date is this week, City staff is committed to get this item on the April 1, 2008, Council meeting agenda. Nonetheless, City staff will attempt to process the final subdivision for consideration at the March 18 meeting. I realize there have been some unexpected challenges encountered during your attempt to further develop your business site which have significantly delayed the approval process. While, I can appreciate any frustration regarding the delays, I do believe we have resolved some easement questions associated with the two lots that should enhance the property use. I apologize for any delays in the processing of your development application due to possible oversights by city staff. I would anticipate no additional delays for the final approval. The Council's approval included a condition for a temporary access easement to the River Valley Acres site for the benefit of the City of Eagan over the DG Welding property at this location for a period of up to two years. This temporary access will allow the City of Eagan staff time to coordinate a permanent access agreement with the City of Apple Valley between River Valley Acres and Yankee Doodle Road. Your cooperation regarding the use of this temporary access easement is greatly appreciated. I hope this clarifies the action of the City Council in regards to your application and the anticipated schedule for the final approval. Please contact me with any further questions. Sincerely, Ruatthys, P.E. City Engineer c: Tom Colbert, Public Works Director Mike Ridley, City Planner Robert Bauer, Asst. City Attorney THE LONE OAK TREE The symbol of GRF Wg/Iw. Wd&.,T..,Esmt,Revl-DDlntt strength and growth in our community. CITY OF EAGAN 3830 Pilot Knob Road Eagan, Minnesota 55122-1897 (612) 681-4675 PERMIT cue ' ?? PERMIT TYPE: BUILDING Permit Number: 0 3 0 5 0 6 Date Issued: 07/23/97 SITE ADDRESS: 3265 SUN DR LOT: 1 BLOCK: 1 TAN ME INDUSTRIAL PARK P.I.N.: 10-75100-010-01 DESCRIPTION: (D G WELDING & MFG) B3-d=3YLg';;permit Type COMM./IND. Type NEW m U6C . O_c'c'up B F-2 Dtaris'Cr{i?gtr?y, II-N 14 Zonetg°. L I Bu3,i_dxng ?.L?n?jth sr4k'? 168 ?u 96 2 112 18 Cen [)%m:C¢zi' 320 , INDUSTRIAL ,pq?ry ?? eF s fi?+'im am wm`: c. i31`e"d "m".rva,M° a'l?r REMARKS: S & W PLBR - TO BE DETERMINED FEE SUMMARY: VALUATION $813,000 Base Fee $4,217.50 CITY SAC $400.00 Plan Review $2,741.38 S & W PERMIT $100.00 Surcharge $406.50 S & W SURCHARGE $.50 SAC $3,800.00 TREATMENT PLANT $1,680.00 SAC % 100 LANDSCAPE GUAR $51000.00 SAC Units 4 Total Fee $16,345.88 Subtotal $11,165.38 CONTRACTOR: - Applicant - APPRO DEVELOPMENT INC 24692171 21535 CEDAR AVE LAKEVILLE MN 55044 (612) 469-2171 I kier;Ery _acknowledg's that °I,hv xnforinat on k orr.ect ?d 'agr Ste ut:es rid;City.„a,;f-Ea, d=jp4l is /PER ITEE SIG TURE OWNER: D G ENTERPRISES 11988 RIVERWOODS OR BURNSVILLE MN 55337 (612)890-4073 ISSUED B : SIGNATURE 506M 997 BUILDING PERMIT APPLICATION (COMMERCIAL) $jb,345. ?? CITY OF EAGAN ^-^I ?' 681-4675 (x? The following are required with appropriate certification for all DW cansfructkn: 2 each: architectural plans: mech. & elec. plans; fire sprinkler plans: soucwral plana:.ae plans: fordanphig plans: gradbWdralnap smion conw plan; Way plan 1 each: set of spec(tcatlona; setj9f energy calculations; ebdrial power a lighting form; Special Uupecdons & Testing Schedule Letter from MCNVS (phone V=-8Q3) bWkaWq SAC delaiRiR Code uh is indicating: Codes used. oooupanar elassillodo • setbacks: maximum allowable area as per IvNno and C Codes along with sq. 1L per floor, of eons ror?iynopaTs of construction componerds) 3 M occupancy or am. separsda" occupancy with a diagram Indicating exiting bads from sash roan or area, travel palls & ag rabd corridors: plumbing Podures: and paddq. DATE: / GI t q WORK TYPE: NEW DESCRIPTION OF WORK 1?? L ?r? OFFI GE I ?Z?D CONSTRUCTION COST/: 8 3 / DOZ7 TENANT NAME: bra W SiTEADDRESS: ???? 5V? 1 V J?t LOT BLOCK SUBD. P.I.D. # 10 " _ REMODEL I?G?ION?GI LI'f t( ELDI?1 AA Mt^GI . 915100 - 01 d - C ` CWTAct IkE Da1.N ? PROPERTY Name: _L(?I EI?'?F?pR15E5 ? Phone# V1? ?b 7- ownEg Street Address: ]r-119,42WOODS )ZZWE CityT5m,lS State: big Zip:1 533 vI LL F- CONTRACTOR ? - Company: r _i?Cr f0 EVELb?HFNfT Phone: 4/ O-C41 Street Address: 2153)5 C DAV, AM City: LAKE Vi LI.C , M N Zip: X5044 ARCHITECT/ Company: AMC) l7EVE1.o?1.lT Phone #: 4601 • 1 107 1 ENGINEER Name: -TDQC7 '`JrGIvEI.I. Registration #: 5a Street Address: 11515 CEPAK City: La aj i s 1` _ State. Zip Sewer water licensed plumber (only if installing sewer & water): ereby acknowledge that I'have read this application and state that the info cation is correct and agree /Zply with all ricable State of Minnesota Statutes and City of Eagan Ordinances. f '? Signature of Applicant / / i L I r _' OFFICE USE ONLY BUILDING PERMIT TYPE Q 01 Foundation ? 19 CommAnd. Misc. ? 21 Miscellaneous 18 CommAnd. 0 20 Public Facility ., .. . _ ... _ : - WORK TYPE 31 New 0 33 Alterations ? 35 Tenant Finish Cr . 32 Addition 0 34 Repair o 37 Demolition G ENERAL INFORMATION Const - (Actual) SX "N "Basement sq. IL MCNVS System y - (Allowable) st ni First Floor sq. ft. City Water ? UBC Occupancy S F-Z sq. ft. Fire Spnnklered ? Zoning ... sq. ft. Census Code 37? # of Stories v sq. ft. SAC Code Length sq. ft. Census Bldg. Depth g(I Footprint sq. ft. 8? Census Unit _ L APPROVALS Planning ..,`;Building_ Ntit Engineering Variance Permit Fee Valuation: $ Surcharge ?- Plan Review MCNVS SAC S y , 95 0 City SAC 9 ?X pp Water Conn. --- SlVV Permit O o SM/ Surcharge ? S6 Treatment PI. rt' - yX V20 -Read-bWL ------ Park Ded- -' ce (/CCJTX Trails Ded: '? Are_ w% Water Qual. Other S!e-c. vr$?v = Copies ._ . •- - -..>_...._., w. ,._ - - Total: . % SAC Yo SAC units L BL CITY USE ONLY _L /?`J.t7 11 //?? SUBD. ? j?j. 4Y') • APPROVED BY: 16// , INSPECTOR RECEIPT M ?O Lf RECEIPTDATE: Q?S MECHANICAL PERMIT* 1999 MECHANICAL PERMIT ' CITY OFEAGAN 0,9mmerGq 3830 PILOT K190B RD EAGAN, MN 55122 (651) 681-4675 Please complete for: all commercial/industrial buildings multi-family buildings when separate permits are not required for each dwelling unit DA1 E: ?5/j ? fIG 6/ CUN'iRAC l' PK1CE: WORK TYPE: ,NEW CONSTRUCTION INTERIOR IMPROVEMENT DESCRIPTION OF WORK: FEES: 1% of contract price OR $30.00 minimum fee, whichever is greater. Processed piping - $30.00 µ!? CONTRACT PRICE x 1% 0 Ala& PROCESSED PIPING PERMIT FEE _70,00 STATE SURCHARGE _5-6 ($.50 per $1,000 of oermit fee due on all permits.) TOTAL ?? • SG --------------------------------------------------------------- -------- - ----------- SITE ADDRESS: T '-? Z (?' OWNER NAME: t/" 6 of od f- TENANT NAME (IMPROVEMENTS ONLY): PHONE #: (AREA CODE) INSTALLER: ADDRESS: 3 00 G &V'/ PHONE #: Ld I _ `>l? ?? (AREA CODE) ?5(ZL CITY: p ?%1 n STATE: t- t'o zip: U 7 ATU FATU FPITTEE CITY USE ONLY LOT BL RECEIPT SUBD. RECEIPT DATE: MECHANICAL PERMIT # 1999 MECHANICAL PEWT (RESIDENTIAL) CITY OF EAGAN 3630 PILOT KNOB RD EAGAN UN 55122 (651) 861-4675 Date: Complete this section only if you are installing HVAC in a single family dwelling, townhome or condo under construction and not owner /occupied. • HVAC: 0-100 M B T U $ 30.00 ADDITIONAL 50 M BTU 6.00 • Gas outlets (minimum of one required @ $3.00 ea.) State Surcharge .50 Total $ Complete this section only if you are remodeling, adding to, or repairing an existing single family dwelling, townhome, or condo. Please indicate if it is a new item, alteration, or repair. New _ Alteration _ Repair _ Other Reminder: Call 681-4675 for inspections. Furnace Air exchanger Air conditioning Other $ 30.00 State Surcharge .50 Minimum Total Due $ 30.50 SITE ADDRESS OWNER NAME: INSTALLER NAME: STREET ADDRESS: CITY: PHONE #: _ (AREA CODE) _ PHONE #: (AREA CODE) STATE: ZIP: SIGNATURE OF PERMITTEE city of eagan THOMAS EGAN Mayor PATRICIA AWADA BEA BLOMQUIST SANDRA A, MASIN July 3, 1997 THEODORE WACHTER Council Members THOMAS HEDGES City Administrator JAMES A CONNELLY E. J. VAN OVERBEKE City Clerk APPRO DEVELOPMENT INC 21535 CEDAR AVE LAKEVILLE MN 55044 Re: D G Welding Manufacturing Inc. Project 3265-Sun Drive) Dear Mr. Connelly: We have completed our review of the construction documents submitted in pursuit of obtaining a building permit for the above-mentioned project. This review is not intended to be an exhaustive and comprehensive report. It is our goal that this review will help you in complying with the applicable codes and we are, therefore, requesting that the following items be addressed: Item 1. A handicap parking stall is required at the upper parking lot loading area. Signage for this stall, as well as the handicap stall located at the lower lot, must meet signage and loading area requirements for van accessibility (MN Amendment Section 4.6.4 of CABO/ANSI Al 17.1). Item 2. Two drinking spout heights must be provided at the fountain-one per CABO/ANSI A117.1 and one provided at a higher location---or furnish other equivalent water provision equipment (i.e. cup dispenser). Item 3. Provide manufacturing-level paint spray booth specifications for the booth itself and the ventilation equipment serving it. Item 4. The plan shows the shower meeting ADA requirements. We recognize requirements of CABO/ANSI 117.1 and State of Minnesota amendments to that provision only. Please note the enclosed diagrams pertaining to these requirements. MUNICIPAL CENTER 3830 PILOT KNOB ROAD EAGAN, MINNESOTA 55122-1897 PHONE: (612) 681-4600 FAX, (612) 681-4612 TDD (612)4S4-6535 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 JAMES A CONNELLY JULY 3, 1997 PAGE2 Item 5. Exits on the manufacturing level must be spaced greater than 90 feet (77 feet shown), which is %2 the building diagonal, or the door swing at the top of the stair leading to the front entry must be changed. If you chose to utilize the stair as an exit, the required minimum width shall be 44 inches (Sections 1003.3 and 1006.2). All sections referenced are from the 1994 UBC unless otherwise stated. Sincerely, Michael J. Barck Building Inspector Enclosures MJB/mg ? a 6 d I rr1?J - at E :E41 3830 Pilot Knob Road Eagan, MN 55122-1897 1tV of eagan (612) 454-8100 • Fax. 454-8363 RECORD OF TELEPHONE CONVERSATION DATE: 2-21- 9-7 TIME: /0; co A14 TALKED WITH : 9?i 1-304w- REPRESENTING: ClAt /4 fl° PHONE N0.: 422-;136- SUBJECT/PROJECT/CONTRACT: Ac'""5 T2o?? Cow s>< - /? Me Zd?sfi?l ITEMS DISCUSSED : 1 z5 1-1dic:"(W -k4>` ?Qr/n2CaFp ? S?ouLt? 3f uGf fir-eSS /7?a.? r?,>rFlw?d/ ,.+itti?,?. ?ar ?aa/?lc orraa,..Y. .1 -f r?Cc? fie coca l?? wY'?c?. ?D' of (flo r?? .E15? ?s.f iUr{?t? ? r v wrs? /ocQ?w rrxa? oh a,Q'ac? n, ty ffnr - tom-n,,ssia? -?rx?.. sfr?-w?y? ?sef n?OC?e) s?Zre ,?.,>trh4 - r??wal?e fa ? ; 57 ??(' 2ttse e?nf 0? f?++nrht - ?fw ?e X AeS enet grl4v ?1?,, rrah?' •/a ?ui/d row rr? ??af ??arfy CITY STAFF cc : THE LONE OAK TREE ... THE SYMBOL OF STRENGTH AND GROWTH IN OUR COMMUNITY 3830 Pilot Knob Road Eagan, MN 55122-1897 city of eegnn (612) 454-8100 • Fax. 454-8363 RECORD OF TELEPHONE CONVERSATION DATE : 2-21- 12 TIME : 1: 31) fm TALKED WITH : zs,74X ? REPRESENTING : l?l /?p di?e/Y? u it ?'1e Zn??cs?^iu/ PHONE NO.: 4&9" 21']/ SUBJECT/PROJECT/CONTRACT : 5 ??? X55 Ro?'? /tee ITEMS DISCUSSED : /?cce55/r?+ee jar l/e ?/ f 1, /jJ? / Sc6Z(? /0 4cfaaf? Wi h ! - /?1 e 7 ro ?2 s v Gai ?9/?7?e?Y •. D? W Z,h. - Cd3?- 5AO eb fo 5 6?/ to CL /? vkev w/5? ) 2% 6e rEll-n xsr5? &- GynS/ ?uvf,tr. rzGCe55 ?Y?? ?a Id?hl ot<e oz` FrDve/ y 12r ?P y?.au/? 6? 2?` wee -? W?i? ?lD ?? PsSornonf ?? i'?le 7 /1? Yr 7 J l1-. CITY STAFF cc: THE LONE OAK TREE ... THE SYMBOL OF STRENGTH AND GROWTH IN OUR COMMUNITY Cities Digital ity Control The following image represents the best available image from the original page. Every effort was made to capture the content from the original page. MESSAGE CONFIRMATION 02/18/97 12:41 ID=EAGAN ENG+COM DEV N0. MODE BOX GROUP 170 TX DATE/TIME TIME DISTANT STATION ID PAGES ULT ERROR PAG S S.CODE 02/18 12:39 01'38" SEVERSON 1 003/003 10K 0000 469 2171 cram ! APPRO Development, Inc. •n•u.Y... .. . ray •r .... _ _.y. ''• I ?'GI)1ra 3h1boltttrel ,Nods mta .. .. 310 •'I L•aAru. ,....?AtA,•h•hn4oe, Snr.,...... -... (1rlnh.ti.G ..107 5..,, r . e il4 a'I a 011''•0 n[len .r,r«nr cte 7a ar o/ ALr ,c(nre vJ Jy1tl:PUaOM ..... .. .,. Ax lll? ?/ r,r .! tn pu n l. r^o 1n . a• • nn one a Iona.... .•........,... MatY..,X+..?7t?,n9Ml.IohnR,.,Hegdrlr;kaen.,,.arte.and.riC?t.1y...t. ?`. _ ...,. .,,., &a execu,r,n..f, tie.,. e,atatc_ol„Lionel F,,.S _....oh Eha cmn l o(.. ,. .. ••. . 14. umopi n and 6mla of.., I<?.[nn?7 nta ".0Q1 at thr 1101.1, nj rhr nrm nJ U1011tolsirt Thal illy raid r*+r'(L 0/ rho Jrrrr• nalY, 4. .'on.bl.?. rd Nn Onc dollar. 1.,00),•,Rn?„other •00 ?pd.vulusb),a,cona ydgratl}+,n„ ... UJJ.7.r1 1R7 CI thr- rarrtp wtt mmaJ lr lr•rvb?l ndpmialedP to it d En hand paid fl bil Aha "i't s . awl r?MnpneA. tho wkl pr.rl leO.. n( me 1lt?at end n•eeud y+ri,-t?l?.a? char harrr?p Orenf, Rnr•yrai n. ldll Mlaire. and Can .0Vrnrz6 Of I1,,0 Lpta? and is Me (:,01'.11/ of nrdQna. 1•w eurr, o .t1 /hr !Snot .. r1 T ...., nxd SM4 uJ Jdloxrplq, drwrSihrd nn (dlfna., dnrrtf t Sea Exhibit A eitanherl tl Ai.. it post-ite Fax Note State Accd 'tax d..n 11"'On SH5.b9 4 ?r PNON6 No. : 469 2171 Aug.29 1996 12:34AM P02 469 2171 Vrom : APPRO Development, Inc. PHONE No. : 469 2171 n, IhL, .. sl°'! ?t)fs 31nDcflturc, .vn 6DAru„ .....?.N.d .Js,h n#nn, . Aug.29 1996 12:34AM P02 QrlnbPr,. .. .. id T'....r ?. ..... dory nj lOnve ale..... ... S l V '.. of M1nn a eorporn flan nnW;r it, 7nse a/ ILC .efafe off N e a rOnal l[><r+k, Oa .ol[r ]Nary.Ar -JQhna oil john Ii.,, idendr,ckeo,n,, Sr. and,, .1.. . n 4lhr Caunl? rn of thn, On laic Of Lionel F.. Johnn on_ ........ I and Slide nj„ t,4tnnen nta ..' I f of ... .....Nt•nnenin ............. , un'nl.ta. ..o/ un. vr?nd PArt. Ihr n,.n nj .'I 'S, b• .'Onvfrlnrull4n "/ RI %hof the .nid "."F of Ihn "I"t pA l €aunraanb d no h Ls. One dollar (1,. 00)_a,nd other hoo and „vatuablo cone ictgratlon t r. rvr(pL wbcrcn j lu 1+•'rl•y m•:nmaledQrf . r„rood ancc'e re: to it be hand PRi(L by the raid pnrL lea ....al fbc Prrond Pori, Lh ,hr purl, that dope harc7gl Crant, ItnrQa io, Qulfrtni,rt, no,' C,n'ory unlit fhr ,ra l,1 ynrl lee and J';" p, fhr funnq/ nj I MAIK nod. nedgne, Trr rrrr, 0!7 fhe trno! . . nr parcel of L,ud IUL Q on,? ,? _ ... .and S!n (c of •A(1 n.+nohl. drnrrii,rd m' InliMr •. t+,-rr!!. ( r- p $ee Z: hihit A atIA'11 (1 ? +• r .3" ,; tit,, ",. +1'i Date r -97 Pa9e5, 3 7671 post-it" Fax Note From To ?- Co Co./Dept. Phone If Phone# Fax # ?7 Fax# /"-e- SCU S? g . .?'t rr I Stan Dccd 'I'm. d"' $85. bu R ,2t So 30abc anb to 3f)olb fly I&RUIc, 1'•'Qr:fho. billy a]d !br lurr[,im n. n, r/ nod anprl rtumnrv Lhrrr- their euccesmore l i. . s . o the second pnr unto belonging or in anUe'iee W+Pn la[nin Q, [n Uic cold pnrtiG I •.'?{• 6mieo anti ueeigne, Fw"" 1'. -' ( hm rn turd tbar P^' v 1V pit grCIA1mouy tSlhcrra(, Thy xnid I,"e! f , ,, •? t. , .e ' nrrxcnfe fo 1, arecated !n Ild lorMlI'(+tr rlRi'V, hp i nd it, rorl+nrnlc scol to f' 1'rr•gin>f and if, SeCretSCy a . .^.'. 9i red the drgf and nary f' "f oho: r nn•ilfrn. rrn+n hr n l ' ` L } ( ? IL r `. ..?'' ....j- ... 70)lri§.on, Inc. . „ J ..If •?.. ?z f? erg.:...... r ley .. . I'"nidrnb ? . . . .I '.t ;' ? John .G. Ga rloon. 1 f r ,b SccrclarY > s?? 469 2171 Frc.,:r : RPPRO Development, Inc. r PHONE No. : 469 2171 Aug.29 1996 12:35AM P03 easer,lzwf- W/ h 'C?o- -e,96 IRXI11BIT A ,tri;t{• h;Lt pa.7t bf the south half of Section it, To+vnr.IttP 2'7 North, Range follows: 1V.eet of the Fourth principal meridian, bou''dwl And dascriUSihle Ter eginning?,ai the, most northerly Corner of I.at 11; Jiioclk 1, Y .+. "final lodustriil?Park, Dakota County, Minnr.sota; thence n0rlhwestCrly Ong aline pe rpendieulai to the northwcstorly line of maid Lot 11, a stance of 416 feet :o its mlcr sec lion with a line 50 feet, peutheaatcri di y of, measured at rigi,t angles to. and par;al],A with the Center line an the main track of the Ch+cajto, St, F'aul, M,nneapotis and Omaha. Rai] - last described parallel t' r G..mnanv• thence southwesterly along the t li t0 its inter,:eo tarn w•.th the sotitn iin,- \ line a distance If 1872.28 feet ._,K.;, of said section 8; thence easterly along the 'youth line of said Section S a distance of 449.09 feet to a point on tho south litre of said Section 9, A iTf?jf?ir distant 400 feet southeasterly, ueasured at right angles, from the kk,<,f° center line of the main track of th,- Chicago, Saint Paid. P and Omaha Railway Company; th,:nce norihe,astcrly along it line parallel with said center line, a distance of VO fe<.t; thence easterly along ,r a straight line, a distance of l0r. Ir•rl to •+ point dit',tint 466 tect south- .;', . easterly, muasu rgd at right, angles, from +,d main track center line; thence northca9terly along a line 466 R•rl =r,mhca Fterly of measured C;?s'• at right angles to and parcel le] with the tr ntinn ack of said railway com- f•,•; any to the point of beginning. Together with a non-exclusive eas,xment f,tr [;ffreas and Ingress to t the above described Lragt over and across a 60 Soot strip of land in said Section 9, Township 27 North, Range 23 Vlest, =aid easement extending 30 feet on each side of the following dcsc,'ibed center line: Commencing at the most easterly corner n` 1,ot 7, Block 1• Sibley pg] t _ Terminal Industrial Paris; throcu northe,,,st<:rly and 11017011-a9terly along + n^y Pn.•s bet+?r.c» I,nta -1 and 6, Mock 1 of ,aid addition to t t i La::octc rt yl,+ng the. e most t northerly cc•nrr of void Lot 6; thence n.?r -- the dividing line between Lot 7 and Lot 5, flock 1 of said Addition to the most northerly corner of said Lot 7; thence west on a line parallel with the east and west center line of said'ed at right i lite, r section with a line- 90 fret 9n,dhoasterly of, rnCatUr angles to, and parallel vii"h the, main track of the Chicago. Saint Paul, Minneapolis and Omaha Railway Company: thence soithwvo terly along the. last described parallel hoe to the northeasterly ho+indiry of the above described tract, and them Urn+iual rig. .? Suhje et to drainage +ind utilities ea:u•,4u nt , of record, and subject to - 3cw CI' easejng nt reservc,l by party of it)(. first part along the east 35 feet of the tract horc•ia convoyed. i'(u-Ih?at ?1 41 cc e55 f/1 ?Ih •?lv` z?E . CO., Z Ae ; n From : APPRO Development. Inc 469 2171 PHONE No. : 469 2171 Aug.29 1996 12:36AM P04 otate of AnneBota, , Cot.Nty o/ XnnhC?In T1/? (o<.Co7nC L/.t./..nn.t •, nn nox./n.. rcJ(cd hc(rco ../. r.ldr n) Mary D__ ohn.on. Pl:errldenl . „ /N •Ylli nY Y41 nV\ r1Y I.nVVf rlll.l LY n.flfVY nl ANn.Nil - ??? ./nd hr, .7ole n; C.. Cn r1 /•o°/. R.,/?./.b•rr.. _,... ... ._... ., _.. ... n( Un<I .1 cl.no °nr Inc. .''........ ..... ?.. .' .......... ............_ ' lu/Y•/nn/nv.nY lflnY ?.vu/1.Yl llvnunl ? .. . ' rY .. Mtnneo Ota, rorp/•rvYrtw/, /Yrn hc9Lnl( /•( !)n. uoPy°./Ytien.' 1 11Y A\4 n\ YI A('II nP ?M?nY?viv?•?nh'I r AWL/.1LA(\Y YYU IYL\!IL\V \LL.t?lxg .. .... .. .. Il n'nrlbLw C i p ,? ` L;.1',1.. •: 'oiuu??.rl•I,YOV SaYwA nwtsnLYli nil fem. r29 .i. .:y. ?. f; vN 1T 190 :: •,. ? ? ?rve.+rY+r rrl rrrr'. YY Y••rn+rrrYnYr ... .. ... .. ........ .. T1415 INSIRVMENT WAS DRATTED Br ..... ......... .................. Y ? S I (1S u ., °: I Sl O PS s tzil ?. v.. .l ?-°• ?Y !i?r a C?. \ i ?`^ X41 U4,,I ? NII x r ??.i?. S ? ?1G ?II''`tp a•v q`'?uc ?'t'r' Fk??v.glc mia0a? Q om`YK `S'.1? `IIJI\? vI., 0? S1 III ° , s z: \ 1 ds °+..N ilN a `. = ? n : I•I.`?c?? nl ,• ???1 J^?I , ? F o 7? N d b MESSAGE CONFIRMATION 10/15/2007 14:48 ID=EAGAN ENG+COM DEV DATE S,R-TIME DISTANT STATION ID MODE PAGES 10/15 03'01" 99528889526 CALLING 07 10/15/2007 14:44 EAGAN ENG+COM DEV 4 99528889526 City of Eagan FAX TRANSMIT'T'AL, NO. 929 901 3630 PILOT KNOB ROAD EAGAN, MN 55122 FAX NO. (651) 695-5694 TO: ATTENTION: SCO7t So???(uI? DATE: FAX NO.: 9jZ -?8k' - 952e- TIME: COMPANY: Sri ro,c NO, OF PAGES TO FOLLOW: FROM: SUBJECT: RESULT OK 0000 COMMENTS: TO: PAT GEAGAN, CHIEF OF POLICE JON HOHENSTEIN, ASSISTANT TO THE CITY ADMINISTRATOR DALE WEGLEITNER, FIRE MARSHAL ELECTRICAL INSPECTOR 273 PUBLIC WORKS/ ENGINEERING DIVISION /UTILITIES/STREETS GENE VANOVERBEKE, FINANCE DIRECTOR RICH BRASCH, WATER RESOURCES COORDINATOR MIKE RIDLEY, SENIOR PLANNER GREGG HOVE, SUPERVISOR OF FORESTRY FROM: DALE SCHOEPPNER, SENIOR INSPECTOR DATE: & - 16 - ? ) The _ preliminary construction plans for C /(,(, %/7 3 /?/ v c f k/c are in our plan review section for your review and comment. Please return this form to Dale Schoennner with your signed comments and the date of review. If you have any concerns with these plans, please so indicate on this form and notify and resolve these issues with the affected parties. If you are requesting that issuance of the building permit be held, please fill out the proper "hold" request form. Comments: Indicate any fees that are to be collected with the building permit: AMOUNT ? Yes ? No landscape security required ? Yes ? No water quality dedication ? Yes ? No park dedication ? Yes ? No trail dedication ? Yes ? No tree dedication ? Yes ? No Signature ZONING? Date 1S/FORMS-BLD/PLAN REVIEW/DALE S D G WELDING & MFG., INC. Jai. 11988 Riverwood Drive, Burnsville, MN 55337 890-4073 - Fax # 8904348 June 30, 1997 Mr. Dale Schoeppner City of Eagan 3830 Pilot Knob Road Eagan, MN 55122-1897 RE: Proposed New Facility - "Outdoor Storage" Dear Ms. Tyree and Mr. Schoeppner: To expedite a start to construction on the proposed new facility, outdoor storage will not be incorporated into the project at this time. No outdoor storage will occur at the new facility until it is approved by the City of Eagan. It is understood that a Conditional Use Permit is required for outdoor storage in this zoning district. It is our intent to apply for a C.U.P. for outdoor storage in the immediate future. The site and grading-plan have been revised to reflect this change. Please feel free to call with any questions you may have. Sincerely, D G WELDING & MFG., INC. Mike Dolney Vice President MD/km CITY USE ONLY L BL? RECEIPT#: SUBD. ???? Q?? ?6 RECEIPTDATE: 1997 MECHANICAL PERMIT (COMMERCIAL) CITY OF EAGAN 3830 PILOT KNOB RD EAGAN, MN 55122 (612) 681-4675 Please complete for. ? all commercial/industrial buildings. ? multi-family buildings when separate permits are W required for each dwelling unit. DATE: 9/29/97 WORK TYPE: CONTRACT PRICE: $23,000.00 x NEW CONSTRUCTION INTERIOR IMPROVEMENT DESCRIPTION OF WORK: HVAC Tnstallation FEES: ? $25.00 minimum fee gl 1% of contract price, whichever is greater. Processed piping - $25.00 State surcharge of $.50 per $1,000 of Qermit fee due on all permits. CONTRACT PRICE x 1% $230.00 PROCESSED PIPING STATE SURCHARGE TOTAL _V_ ., $ ?50 X2.60 - SITE ADDRESS: D-G-Weldina 3265 Sun Drive Eagan OWNER NAME: Appro Development TELEPHONE #: 469-2171 TENANT NAME: (impRovEmENTS ONLY) INSTALLER: ADDRESS: CITY: _ PHONE #: Fredrickson Heating & Air Conditioning 3650 Kennebec Dr. #1 Eagan STATE: MN ZIP: 55122-1003 452-2775 SIGNATURE: lV? SIG TURE OF PERMI E CITY INSPECTOR CITY USE ONLY LOT BL RECEIPT #: SUBD. RECEIPT DATE: 1997 MECHANICAL PERMIT (RESIDENTIAL) CITY OF EAGAN 3830 PILOT KNOB RD EAGAN MN 55122 (612) 681-4675 Date: Complete this section only if you are installing HVAC in single family, townhome, or condos that are under construction and are not owner /occupied. • HVAC: 0-100 M B T U $ 24.00 ADDITIONAL 50 M BTU 6.00 • Gas outlets ( minimum of one required @ $3.00 ea.) • State Surcharge: .50 • TOTAL: Complete this section only if you are remodeling, adding to, or repairing existing single family dwellings, townhomes, or condos. Add-on fiunace Add-on air exchanger, i.e. Vance system, etc. Minimum fee applies to all remodel or add-ons of existing residences State Surcharge Add on air conditioning Other $ 20.00 .50 Total: $ 20.50 SITE ADDRESS: OWNER NAME: INSTALLER NAME: STREET ADDRESS: PHONE #: PHONE #: CITY: STATE: ZIP: SIGNATURE OF PERMITTEE OFFICE USE ONLY p L? •B //???., RECEIPT#: 8l o 90 SUBD. fir==?--'-T l.X{'l, RECEIPT DATE: ?69 5!' 7 1997 PLUMBING PERMIT (COMMERCIAL) CITY OF EAGAN 3830 PILOT KNOB RD EAGAN, MN 55122 (612) 6814675 Please complete for: • all commercialfindustrial buildings. mufti-family buildings when separate permits are OAS required for each dwelling unit. bacckflow preventer to be installed in commercial areas /or residential boulevards DATE: 4 h t c j q-7 I,, n WORK TYPE _,. /New Const _ Add-On _ Repair DESCRIPTION OF WORK: _ F L C) VIA) 1 rwi ( (n t 6-C.J IS WATER METER REQUIRED? Yes _ No. ARE FLUSHOMETERS TO BE INSTALLED? Yes _ No UNDERGROUND SPRINKLER SYSTEM INSTALLING METER? _ Yes _ No. NEW SERVICE? _ Yes _ No WATER FLOW: GPM. Pressure Reducing Valve may be required if installing new service - contact City's Engineering Department at 6814646. FAILURE TO PROVIDE THE ABOVE INFORMATION WALL RESULT IN A DELAY OF METER ISSUANCE FEES Minimum fee of $25.00 or 1% of contract price, whichever is greater. Minimum State Surcharge of $.50 due on all permits. CONTRACT PRICE: $ Z0 7 G G x 1% = $ 2- ?O G Q COMPLETE THIS AREA ONLY IF INSTALLING UNDERGROUND SPRINKLER SYSTEM BACKFLOW PREVENTER FEE $ 25.00 = $ WATER PERMIT (new service only) 50.00 $ WAC (new service only - per connection) 780.00 $ WATER TREATMENT (new service only - per connection) 420.00 = $ CITY INSTALLED TAP 300.00 = $ METER: 1" _ $185.00, 2" TURBO = $646.00 = $ PERMIT FEE $ FIGURE SURCHARGE AT 50 CENTS FOR EVERY $1,000 OF PERMR FEE DUE STATE SURCHARGE $ ( ` V TOTAL $ 0 r) I hereby acknowledge that I have read this application, state that the information is coned, and agree to comply with all applicable City of Eagan ordinances. H is the applicant's responsibility to notify the property owner that the City of Eagan assumes no liability for any damages caused by the City during its normal operational and maintenance activdie/rsto the facilities constructed under this permit within City property/right-of-way/easement. SITE ADDRESS: ?2- G's Soo ct 1?' /? ( y-It? TENANT NAME: r W P- I STE. # OWNER NAME: sa "4_? I/? ' ,, j? INSTALLER NAME: R&e C? ?l + TELEPHONE #: Q STREET ADDRESS: CITY: yl'?Lk'C_ STATE yt/Vr ZIP: 3j IA)A4 APPLICANT'S SIGNATURE OFFICE USE ONLY • REVERSE SIDE OFFICE USE ONLY PLUMBING PERMIT (COMMERCIAL) METER SIZE PRV „ Domestic Irrigation UTILITY CONNECTION (APPLIES TO NEW SERVICE ONLY) REVIEWED BY dlA Building Inspector To determine meter size - Yes _ No Date • See if it is indicated on back of Building Inspections card • Enter address in PIMS Screen 301 to obtain S&W permit # • Check PIMS Screens 110 (Remarks) • If gallons per minute are less than 25, a 1" meter will be required. If gallons per minute are more than 25, a 2" turbo with strainer will be required. This information is to be supplied by the designer of the system. Consult with Plumbing Inspector If Licensed Plumber does not know GPMs. Before selling meter Check PIMS Screen 320 for approval of inspection results. No meter will be sold before all sewer and water inspections are complete on a new service. If new service lines are not required, one check may be written for meter and permit costs. Write meter type and size on receipt, code to 3716-9220 (meter portion only), and forward copy to Utility Billing Clerk. Enter meter size, type, receipt #, date & amount paid on PIMS Screen 110. Copy of receipt should be given to Utility Billing Clerk. The installer is to contact Building Inspections at 681-4675 for inspection of the inside water line and backflow preventer. The Public Works Department may be reached at 681-4300 for water tum-on. If meter is over 5/8, call Public Works and let them know so they can tell you if they have one in stock before plumber goes over there. / OFFICE USE ONLY r -' -V/ L BL' RECEIPT#: o 3a1ln SUED. k^'' ?trid. l?/L• RECEIPT DATE: 11-a?-17 1997 PLUMBING PERMIT (COMMERCIAL) CITY OF EAGAN 3830 PILOT KNOB RD EAGAN, MN 55122 (612) 681-4675 Please complete for: . all oommerciaVindustrial buildings. mufti-family buildings when separate permits are DA required for each dwelling unit. backflow preventer to be installed in commercial areas or residential boulevards DATE: WORK TYPE: ? New Const. _ Add-On _ Repair DESCRIPTION OF WORK: IS WATER METER REQUIRED? _ Yes _ No. ARE FLUSHOMETERS TO BE INSTALLED? _ Yes _ No SPRINKLER UNDERGROUND SYSTEM n? INSTALLING METER? k/ Yes _ No. NEW SERVICE? V Yes _ No WATER FLOW: GPM. Pressure Reducing Valve may be required if installing new service - contact City's Engineering Department at 681-4646. FAILURE TO PROVIDE THE ABOVE INFORMATION WILL RESULT IN A DELAY OF METER ISSUANCE FEES < Minimum fee of $25.00 or 1% of contract price, whichever is greater. Minimum State Surcharge of $.50 due on all permits I b S? ?S . CONTRACT PRICE: $ x 1% _ $ COMPLETE THIS AREA ONLY IF INSTALLING UNDERGROUND SPRINKLER SYSTEM BACKFLOW PREVENTER FEE $ 25.00 = $ Z C • ?? WATER PERMIT (new service only) 50.00 $ WAC (new service only - per connection) 780.00 = $ WATER TREATMENT (new service only - per connection) 420.00 = $ CITY INSTALLED-TAP 300.00 = $ METER: 1" 1$185. 2" TURBO = $846.00 = $ 1,55 5 - •'? PERMIT FEE $ FIGURE SURCHARGE AT 50 CENTS FOR EVERY $1,000 OF PERMIT FEE DUE STATE SURCHARGE $ TOTAL $ Z L O . s-c7 I hereby acknowbdge that I have read this application, state that the information is correct, and agree to campy with all applicable City of Eagan ordinances. it is the applicant's responsibility to notify the property owner that the City of Eagan assumes no liability for any damages caused by the City during its normal operational and maintenance /activitiess two the facilities construcctteed, uunnde?r tthhiss permit within City property/right-of-way/easement. -- `NS C SITE ADDRESS. _ 7 1 , I ` l 1) YL I ? ? ? 0 TENANT NAME _ 6¢J• ?c-, (51 l Ir N,, // P? ? dam/ I ?ul STE #: OWNER NAME: I l t V?1 -e ?r 61(rpA( ???-? j ? ? INSTALLER NAME: 17 /1 C ? AJ c t i / r,? , TELEPHONE #: CNS ?It 01 STREET ADDRESS, -L ZE7 MAL S a a (( Y?1 CITY: QU(.,G f STATE: LA ZIP: ?°?? / OFFICE USE ONLY - REVERSE SIDE OFFICE USE ONLY PLUMBING PERMIT (COMMERCIAL) METER SIZE Domestic Irrigation my Yes _ No UTILITY CONNECTION (APPLIES TO NEW SERVICE ONLY) Building Inspector Date • See if it is indicated on back of Building Inspections card • Enter address in PIMS Screen 301 to obtain S&W permit # • Check PIMS Screens 110 (Remarks) • If gallons per minute are less than 25, a 1" meter will be required. If gallons per minute are more than 25, a 2" turbo with strainer will be required. This information is to be supplied by the designer of the system. Consult with Plumbing Inspector If Licensed Plumber does not know GPMs. r Check PIMS Screen 320 foraRproval of inspection results. No meter will be sold before all sewer and water inspections are complete on a new, service. If new service lines are not required, one check may be written for meter and permit costs. Write meter type and size on receipt, code to 3716-9220 (meter portion only), and forward copy to Utility Billing Clerk. Enter meter size, type, receipt #, date & amount paid on PIMS Screen 110. Copy of receipt should be given to Utility Billing Clerk. Miscellaneous Information The installer is to contact Building Inspections at 6814675 for inspection of the inside water line and backflow, preventer. The Public Works Department may be reached at 681-4300 for water tum-on. If meter is over 5/8, call Public Works and let them know so they can tell you if they have one in stock before plumber goes over there. m CONTRACTOR'S MATERIAL & TEST CERTIFICATE PARTS A & C - SPRINKLER & WATER SPRAY ABOVEGROUND PIPING (Fill Out Separate Certificate For Each Riser) PROCEDURE , UPON COMPLETION OF WORK, INSPECTION AND TESTS SHALL BE MADE BY THE CONTRACTOR'S REPRESENTATIVE AND WITNESSED BY I AN OWNER'S REPRESENTATIVE. ALL DEFECTS SHALL BE CORRECTED AND SYSTEM LEFT IN SERVICE BEFORE CONTRACTOR'S MEN FINALLY LEAVE THE JOB. A CERTIFICATE SHALL BE FILLED OUT AND SIGNED BY BOTH REPRESENTATIVES. COPIES SHALL BE PREPARED FOR APPROVING AUTHORITIES, OWNERS AND CONTRACTOR. IT IS UNDERSTOOD THE OWNER'S REPRESENTATIVES SIGNATURE IN NO WAY PREJ- UOICES ANY CLAIM AGAINST CONTRACTOR FOR FAULTY MATERIAL. POOP WORKMANSHIP, OR FAILURE TO COMPLY WITH AP- PROVING AUTHORITY'S REQUIREMENTS OR LOCAL ORDINANCES. PROPERTY NAME GATE D & G WELDING 12-23-97 PROPERTY ADDRESS- 3265 SUN DRIVE EAGAN MN ACCEPTED By APPROVING AUTHORITYCS) NAMES CITY OF EAGAN ADDRESS PLANS INSTALLATION CONFORMS TO ACCEPTED PLANS: YES la NO ? EQUIPMENT USED IS APPROVED YES 40 NO ? IF NO, STATE DEVIATIONS HAS PERSON IN CHARGE OF FIRE EQUIPMENT BEEN INSTRUCTED AS TO LOCATION OF CONTROL VALVES AND CARE OF THIS NEW EQUIPMENT? YES M NO ? IF YES, GIVE NAME. IF NO, EXPLAIN. INSTRUC- TIONS HAVE COPIES OF APPROPRIATE INSTRUCTIONS AND CARE AND MAINTENANCE CHARTS AND NFPA 13A BEEN LEFT ON PREMISES? YES Q NO ? 6IF YES, GIVE NAME, IF NO, EXPLAIN. OIYDROSTATIC: Hydrostatic tests shall be made at not lass than 200 PSI (13.8 bars) for two hours or 50 PSI (3.4 ban) above static Pressure in excess of 150 PSI (10.3 bars). Differential dry-Pipe valve clappers shall be left own during test to TEST Prevent dam429e. All aboveground piping leakage shall be stopped. DESCRIP- TION PNEUMATIC: Establish 40 PSI 12.8 bars) air pressure and measure drop Which shall not exceed 11h PSI (0.1 bars) in 24 hours. Test pressure tanks at normal Water level and air pressure and measure air Pressure drop Which shall not exceed 144 PSI (0.1 bars) In 24 hours. TESTS HYDROSTATIC: ALL PIPING. PNEUMATIC: DRY PIPING DRAIN REQUIRED EQUIPMENT OPERATION: ALL. SERVES BLDGS: LOCATION MAKE MODEL SIZE QUANTITY TEMPERATURE RATING C t l ELSO-OH 14 4k 3/4 57 155 SPRINKLERS en ra . OR G=ntral Model A SSP 2 26 165 SPRAY Central Model A SSi7 1 26 165 NOZZLES MATERIAL AND KIND CONFORMS TO STANDARD PIPE AND IF NONE, EXPLAIN FITTINGS ALARM D E V I C E MAXIMUM TIME TO OPERATE THROUGH TEST PIPE ALARM VALVE TYPE MAKE MODEL MIN. SEC. OR FLOW INDICATOR Vane Potter WFD OPERATING TEST RESULTS: TIME TO TRIP TIP TIME WATER ALARM MAKE MODEL SER. THROUGH TEST PIPE WATER AIR POINT REACHED OPERATED DRY NO. WITHOUT WITH PRESS. PRESS. AIR TEST PROPERLY Q. O. D. Q. O. D. PRESS. OUTLET PIPE MIN. SEG. MIN. SEC. PS.I. P5.1. P.S.I. MIN. SEC. YES NO VALVES _ IF NO, EXPLAIN OPERATION PNEUMATIC ? ELECTRIC ? HYDRAULIC ? • PIPING SUPERVISED: YES ? NO ? DETECTING MEDIA SUPERVISED: YES ? NO ? DOES VALVE OPERATE FROM THE MANUAL TRIP AND/OR REMOTE CONTROL STATIONS? YES ? NO ? DELUGE & IS THERE AN ACCESSIBLE FACILITY IN EACH CIRCUIT FOR TESTING? YES ? NO ? IF NO, EXPLAIN 'REACTION VALVES Does Each ClrmIK Operate Does each Circuit Operate Maximum Ti" TO MAKE MODEL SupeMsion Lou Alarm? Vale Rele ? O to Release: YES NO YES NO MIN. SEC. ALL PIPING HYDROSTATICALLY TESTED AT 200 PSI FOR -9 HOURS DRY PIPING PNEUMATICALLY TESTED: YES ? NO ? EQUIPMENT OPERATES PROPERLY: YES ? NO ? TESTS IF NO. STATE REASON RAIN TEST: READING OF GAGE LOCATED RESIDUAL PRESSURE WITH VALVE IN NEAR WATER SUPPLY TEST PIPE: TEST PIPE OPEN WIDE STATIC PRESSURE PSI PSI f?UMBER USED LOCATIONS NUMBERREMOVED TEST BLANKS WELDED PIPING YES ® NO ? IF YES... DO YOU CERTIFY AS THE SPRINKLER CONTRACTOR THAT WELDING PROCEDURES COMPLY WITH THE REQUIRE- MENTS OF AWS 1330.9, LEVEL AR-37 YES M NO ? WELDING DO YOU CERTIFY THAT THE WELDING WAS PERFORMED BY WELDERS QUALIFIED IN COMPLIANCE WITH THE REQUIREMENTS OF AWS D10.9, LEVEL AR-37 YES 0 NO ? DO YOU CERTIFY THAT WELDING WAS CARRIED OUT IN COMPLIANCE WITH A DOCUMENTED QUALITY CON- TROL PROCEDURE TO INSURE THAT ALL DISCS ARE RETRIEVED, THAT OPENINGS IN PIPING ARE SMOOTH, THAT SLAG AND OTHER WELDING RESIDUE ARE REMOVED, AND THAT THE INTERNAL DIAMETERS OF PIPING ARE NOT PENETRATED? YES (! NO ? DATE LEFT IN SERVICE WITH ALL CONTROL VALVES OPEN: REMARKS lZim NAME OF SPRINKLER CONTRACTOR ACTION AUTOMATIC FIRE PROTECTION F PROP RTY OWNER (SIGNED) TITLE IGNATURES / fs4 /? G FOR SPRINKLER CO T ACTOR (SIGNED) / TESTS WITNESSED BY ;6"2 7.y TITLE 04621146/ DATE IZJ_-)V?7 ADDITIONAL EXPLANATIONS AND NOTES Ab?' MEMO city of eagan TO: DALE SCHOEPPNER, SENIOR INSPECTOR DALE WEGLEITNER, FIRE MARSHAL PAUL OLSON, SUPERINTENDENT OF PARKS PUBLIC WORKS/ENGINEERING DEPARTMENT MIKE RIDLEY, SENIOR PLANNER DIANE DOWNS, UTILITY BILLING CLERK ROD JOHNSON, UTILITIES FROM: BILL BRUESTLE, SENIOR INSPECTOR DATE: DECEMBER 9,1997 SUBJECT: FINAL INSPECTION OF D G WELDING & AUG Ll, 111, TAN ME INDUSTRIAL PARK The Protective Inspections Division will be performing a final inspection of 3265 Sun Drive on December 30, 1997. If you are requesting that the Certificate of Occupancy be held, please fill out the proper hold request form. Failure to return the hold request form will be considered your approval. The person, or department, requesting the hold is responsible for notifying and resolving any problems with the affected parties. /js CD/Fbldg in*ffimel imp - connn bldgs Metropolitan Council Working for the Region, Planning for the Future Environmental Services July 1, 1997 Joe Voels $ti?? L" 1 V L Construction Analyst City of Eagan JU,_ 0 2 ?g97 3830 Pilot Knob Road Eagan, MN 55122 Dear Mr. Voels: The Metropolitan Council Environmental Services Division has determined SAC for the D.G. Welding & Manufacturing inc. to be located at 3265 Sun Drive within the City of Eagan. This project should be charged 4 SAC Units, as determined below. Charges: Office 1872 sq. ft. a 2400 sq. ft./SAC Unit Manufacturing 13190 sq. ft. @ 7000 sq. ft./SAC Unit Shower 1 shower @ 1 SAC/shower If you have any questions, call me at 602-1113. Sincerely, & (? y ' u-`_ , Jodi L. Edwards Staff Specialist Municipal Services Section JLE: 97070158 cc: S. Selby, MCES Carolyn Krech, Finance Department, Eagan James Connelly, Appro Development Inc. SAC Units 0.78 1.88 1.00 Total Charge: 3.66 or 4 vU oy ?y h.) d '41? 4e tea ID, l t, 230 East Fifth Street St. Paul, Minnesota 55101-1633 (612) 222-8423 Fax 229-2183 TDD/TTY 229-3760 An E4uat UPPnrtunily Employer SPECIAL INSPECTION AND TESTING SCHEDULE (To be used in accordance with the "Guidelines for Special Inspection and Testing^) PROJECT NAME D G Welding & Mfg., Inc. PROJECT NO._ LOCATION 3265 Sun Drive Eagan MN 55121 (1) SPECIAL INSPECTION SCHEnt" PERMIT NO. c Type of Report Assi ned ect' n Article Description 2 Firm 3 Fre enc g Firm 4 5400 1.02 Structural Welding S.I. Weekly P.E.C. 5400 1.02 Bolt Connections S.I. Intermittent - 5400 3.03 Roof Deck Welding S.I. Intermittent . 1 -T - - msc.nrvn envan??r a 2200 1.05 Soil Compaction T.A. Weekly P.E.C. 3300 1.03 Concrete Test T.A. Intermittent P.E.C. 4300 1.04 Masonry Nortar Test T.A. Weekly P.E.C. Rotes: This schedule to be filled out and included in the project unavailable at that time to be filled out when applying for a (1) Permit No. to be provided by the Building Official. (2) Use descriptions per U.B.C. section /'j0/.S (3) Special Inspector, Testing Agent or Fabricator. (4) Firm contracted to perform services. Each Owner Contractor: ArchitHct: SER: • SI: • SI: TA: TA:_ F:_ F: specification. Informatics building permit. Firm.D G Welding Date: Firm:APPRO Development Date: Firm:APPRO Development Date: Firm:Notch Engineering co Date: Firm:Prof. Eng. Consultants Date: Firm: N/A Date: Firm:Prof. Eng. Consultants Date:-/7.c} 7 Firm: N/A Date: Firm: N/A Date: Firm: N/A Date: ` The individual names of all prospective special inspectors and the work they intend to observe must be identified on the reverse side of this form. Legend: SER n Structural Engineer of Record SI = Special Inspector TA Testing Agent F = Fabricator Accepted for the Building Department By n?.e. ACKNOWLEDGEMENTS e r5rpf)fiTentative must sign below: L 207 LITTLE CANADA ROAD SUITS 280 SAINT PAUL 59266 MIN: 612.490.9266 TEL: 612.1 PAX: 612.490-9265 os?®?oa®oea4?® /PROFESSIONAL ENGINEERING CONSULTANTS INCORPORATED Mr. Jack Matasosky Appro Development, Inc. 21535 Cedar Avenue Lakeville, MN 55044 D G Welding & Mfg Inc. 3265 Sun Drive Eagan, Minnesota November 13, 1997 PEC #3677 INTRODUCTION This report concerns the compaction testing we performed for the D.G. Welding and Manufacturing project in Eagan, Minnesota. Your office authorized this work on 'October 7, 1997. SCOPE OF WO The scope of the work consisted of the following activities: 1. Performance of four (4) soil compaction tests on an intermittent basis. 2. Determination of the moisture-density relationships for each type of soil encountered in the compaction tests. 3. Comparison of the test results to the compaction levels required by the project specifications. TEST METHODS AND RESULTS Details of the recent testing are include don the attached data sheets. The compaction tests and moisture-density determinations were performed in general accordance with ASTM procedures indicated on the data sheets. Review of the test results indicates compaction meets project specifications in all test areas. PROF ESSI AI GI ERING CONSULTANTS, INC. ?h2? Leonard A. Rasmussen, P.E. Staff Engineer LAR/fm MAXIM TECHNOLOGIES INC Maxim Technologissfrwin City Testing 662 Cromwell Avenue St. Paul, Minnesota 55114.1778 Telephone: (612) 645-3601 FAX: (612) 659-7348 REPORT OF IN-PLACE DENSITY CLIENT: PROFESSIONAL ENGINEERING PROF ENGR CONSULTANTS 203 EAST LITLE CANADA ROAD SUITE #280 LITTLE CANADA, MN 55117 PROJECT: D & G WELDING & MANUFACTURING 3265 SUN DRIVE EAGAN, MN PAGE 1 OF 1 PROJECT NO.: 9753121 REPORT NO.: 69485 DATE OF SERVICE: 10/08/97 AUTHORIZATION: REPORT DATE: 10/13/97 SERVICES: Perform in-place density and moisture content tests to determine the degree of field compaction. PROJECT DATA CONTRACTOR: PROFESSIONAL ENGINEERING CONSU GAUGE: Trox er METHOD OF TEST: GAUGE SERIAL NO.: DENSITY: ASTM D2922 STANDARD COUNTS MOISTURE: ASTM D3017 MOISTURE - CURRENT: PREVIOUS: DENSITY - CURRENT: PREVIOUS: SPECIFICATION: TEST MODE: Direct Transmission DENSITY: PROBE DEPTH (in.): 8 MOISTURE: MOISTURE DENSITY RELATIONS REFERENCE TEST OF MATERIALS MOISTURE % DENSITY ocf REPORT NO Fill Material-1 Sand, fine grained, brown 10.0 108.0 69511 REPORT OF TESTS FIELD OPTIMUM FIELD DENSITY MAXIMUM TEST MOISTURE MOISTURE (pcf) DENSITY DENSITY NO LOCATION (%) (%) WET DRY Well (% max) 1. 101SW of NE corner, at sand grade 5.5 10.0 115.0 109.0 108.0 101 2. 15' S & 20'E of NW corner, at sand grade 4.1 10.0 111.2 106.8 108.0 99 3. 40' NE of SW corner, at sand grade 5.7 10.0 113.0 106.9 108.0 99 4. 50' SW of SE corner, at sand grade 5.4 10.0 113.1 107.3 108.0 99 Test results on this report meet project specifications as noted above. Technician: BRYANT FICEK ENGR TECHNICIAN Report Distribution: 101 PROFESSIONAL ENGINEERING MAXIM CHNOLOGIES I C. EDOALD VOI r SUPERVISOR Ow lettaa end reports are for the rordwlye use of the client to whom they .re addre..ed end .lull not be reproduced exe,t in lull without tM approval of the teatlm laboratory. The we of am name Intel reoalve our written approval. Our letter, rural report. 1007 L apply only to the sample tsted arMfcr Imported, M era net indleative of the ewntitisa of epparanlly Identical or almller pr d ta. MA)GM TECHNOLOGIES INC Maxim Technologies/Twin City Testing 662 Cromwell Avenue St. Paul, Minnesota 55114-1776 Telephone: (612) 645-3601 FAX: (612) 659.7348 REPORT OF MOISTURE-DENSITY RELATIONS CLIENT: PROFESSIONAL ENGINEERING PROF ENGR CONSULTANTS 203 EAST LITLE CANADA ROAD SUITE /280 LITTLE CANADA, MN 55117 PROJECT: D & G WELDING & MANUFACTURING 3265 SUN DRIVE EAGAN, 14N PAGE 1 OF 1 PROJECT NO.: 9753121 REPORT NO.: 69511 DATE OF SERVICE: 10/10/97 AUTHORIZATION: SERVICES: obtain sample of material used for construction, prepare samples and perform moisture-density relations test to establish the maximum density and optimum moisture of the material. PROJECT DATA CONTRACTOR: PROFESSIONAL ENGINEERING CONSU TESTDATE: 10/21/97 DATESAMPLED: 10/10/97 MATERIAL: Sand, fine grained, brown SAMPLED BY: TIMOTHY ROTHSTEIN CLASSIFICATION: TEST FOR: Fill Material-1 MATERIAL PREPARATION METHOD: Moist SAMPLE LOCATION: RAMMER TYPE: Mechanical METHOD OF TEST: ASTM D698, Method A REPORT OF TESTS DRY DENS. (pcf) 5 7 9 11 13 15 17 MOISTURE CONTENT I%) Technician: TIMOTHY ROTHSTEIN ENGR TECHNICIAN Report Distribution: 101 PROFESSIONAL ENGINEERING 1006 MAXIMUM DENSITY, PCF: 108.0 OPTIMUM MOISTURE (%): 10.0 MAXIM ECHNOLOGIES INC. Ov left.'. ervl ,ep.,I. ere for tM axdmiva use of the Irma to wham they ere addressed and shell not to reproduced exeept m full witho n the eppre &! of the to itft lahoretory. The me of our name mut receive eur wmten epprpvtl. Our letter. er reporu apply only to the ample toted erdlor imPoeted, and era not irxlicebv< of the evanouee el eppwerdly identieN or similar produtte. i 205 LITTLE CANADA ROAD SUITE 280 SAINT PAUL MINNESOTA 55117 TEL: 612-190-9266 66 FAX: 612-190-9265 O b(?®IR?®fR cU 41E® /PR OFESSIONAL ENGINEERING CONSULTANTS INCORPORATED October 13, 1997 Mr. Jack Matasosky Appro Development, Inc. 21535 Cedar Avenue = Lakeville, MN 55044 p? 16'Lj /? ?A i/ R cPlp C ? . Subj: Special Inspection Activities Proposed D G Welding & Manufacturing, Inc. 3265 Sun Drive - Eagan, Minnesota PEC #3591 Dear Mr. Matasosky: This letter concerns our recent Special Inspection activities performed of the superstructure construction at the proposed D G Welding and Manufacturing building in Eagan, Minnesota. We documented our soil observation of mass earthwork and subsequent footing bearing soils in our letter dated September 8, 1997. This letter concerns subsequent Special Inspection activities including observation of field welds and bolted connections for the superstructure. Field Observations - - We performed visual observations of field welds and bolted connections on October 7, 1997. This structure includes structural steel framing, precast wall panels and precast concrete plank floor system in the southwest quadrant of the building, and metal bar joist roof/steel decking. We performed visual observation of structural field welds shown on the structural drawings to verify that they met the quality and workmanship requirements of the AWS Welding Code. We also checked bolted connections shown on the structural drawings available to us. We checked about 30-40% of the bolted connections and welds on the structural framing, precast plank, precast wall panel and roof construction. October 13, 1997 Page Two Our observation of bolted connections included the anchor bolt connection between the column base plates and footings along with the beam splices on the overhead steel beam construction and other bolted connections as shown on Sheet S4 of the drawings. The bolted connections were found to be satisfactory. We observed field welded connections between the precast wall panels and precast plank systems. Similarly, we checked welds between the precast plank embeds and supporting steel beam construction. We also checked the welded connections between the precast wall panels and steel framing. We also checked welds at roof level, including the deck welds described primarily on Sheet 3 of the structural drawings. Based on visual observations, we found the field welds to be satisfactory. Closure - Based on our observations at the site, it is our judgement that the structural field welds and bolted connections for the project conform with requirements of the AWS Welding Code and with the City Approved plans and specifications. Respectfully, Professional En- ering Consultants, Inc. Leonard A. Rasmussen, P.E. Minn Registration No. 12678 LAR/fm SPECIAL INSPECTOR FINAL REPORT Date: 19-1Q-c17 To City or County of: Address: _ ;83q piiel: I nQh Re..a City: Eagan State: MN Zip Code: 55122-1897 Attention: Re: Final Project Report Project Name: D G Welding & Mfg., Inc. Address: 3265 Sun Drive, Eagan, MN To whom it may concern: This is to certify that I performed special inspection on the following portions of the work at the above address which required continuous inspection, and which I was employed to inspect: Soil ohaarvations and cxtlnaction Testing Concrete Test Review Masrutrsy M=4-p" TPa+i ng Structural Welds and Bolted Connections (Field) Rnof rk ck Wal 8i ng Based upon m) 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. Very truly you 12-10-97 (Special Inspector's Signature) Date Leonard A_ Rasmussen Print Full Name mm- Rea_ 412678 ID Number cc: ClienvOwner Architect/Engineer 2! SPECIAL INSPECTOR FINAL REPORT Date: 19-10_97 To City or County of. _ City of Fagan Address: _ 4920 K14" "--a City: Eagan State: MN Zip Code: 55122-1897 Attention: Re: Final Project Report Project Name: D G Welding & Mfg., Inc. Address: 3265 Sun Drive Eagan MN To whom it may concern: This is to certify that I performed special inspection on the following portions of the work at the above address which required continuous inspection, and which I was emploved to inspect: Soil Ohaeryatinna and raMaction Testing _Concreti, Tect Review MacQn y M=+,-r Tn.gHng Structural Welds and Bolted Connections (Field) Rmf tlork welding 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. Very truly you ?O sr 12-10-97 (Special Inspector's Signature) Date T?-otlard A_ Raarrussen Print Full Name MM_ Rag_ #12678 ID Number cc: Client/Owner Architect/Engineer 25 CITY: 140 Minneapolis MN BUILDING: DG WELDING CODE <B,C,H>: Both Heated and Cooled DATE: 09 JUNE 97 FENESTRATION VALUES: 85 Fund. ENVSTD Version 2 WL AREA GL AREA SCx PF VLT Uof WALL Uo HC INS POS EQUIP LIGHTS DLCF CHEATING 7 4 - February 1993 -NE - E SE S- 2304 3313 7 .5 0 .078 .078 16. 16.2 2 .5 .5 .3 .3 0 L 0 A D S- .586 10.066 . 0 1.863 .85 7 11.929 F1 Load I F3 Clear Input F5 Other F2 Save F4 Directory F6 List ********* PASSE EXTERIOR CITY: 140 Minneapolis MN ENVSTD Version 2.4 - February 1993 MAXIMUM PERCENTAGE OF ROOF AREA IN 1232 421 .57 0 .078 16.2 .5 0 3.386 3.300 6.686 3452 272 .57 0 .49 078 16.5 .5 0 11.352 3.300 14.652 & MFG WEIGHTED AVERAGE CRITERIA 0.069 0.570 0.000 1.000 0.490 0.078 16.500 N/A 0.500 0.300 0.000 -TOTAL 32.390> 9.734< 42.123< 0.300 0.606 0.0 N/A 0.450 0.071 1 N/A 0.500 0.300 0.0 30.746 25.612 56.359 Screen F7 Help 11 F10 Copy Across Cities F9 Calculate Esc Exit to DOS WALL TOT L CRITERIA *** ***** BUILDING: DG WELDING & MFG SKYLIGHTS: CRITERIA DESIGN MAXIMUM Percentage of Roof Area in Skylights: .8 < 2.5 Visible Transmittance of Skylight 84 Design Lighting Footcandles of Space (30, 50, 70) 50 MAXIMUM ALLOWABLE Uo: MAXIMUM Roof 045 < 0.047 Wall Adjacent to Unconditioned Space 0 < 0.116 Floor Over Unconditioned Space 0 < 0.040 MINIMUM ALLOWABLE R-VALUE: MINIMUM Wall Below Grade 13.3 > 10.5 R-Value of Slab Insulation Heated or Unheated Slab (H/U) Horizontal or Vertical Insulation Position (H/V> Depth or Width of Insulation (24, 36, or 48 in.) F5 Wall Screen I F9 Calculate I Arrows Move F7 Help Del Delete Entry Esc Wall Screen wnmerciai tsuuamg rnvetope xequu-ements Component Performance Approach Building Addre ss Dat _=, Owner ? ; ?J-;<.?? -? Contractor^? ?: 1'= ??` -` - (Minim um Budget) 1. Total exposed wall area sq.ft x 33 = 24? 2. Total roof/ceiling/overhang area sq.ft x 3. Total unheated floor area - sq.fL x A a. Proposed Wall rp cnr Total wall window area _ sq.ft x "U" ??- b. Total door area sq.ft x "U" C) _ - I X ? C. Total sliding glass door area _ sq.ft x "U" _ d. Total fireplace wall area sq.fL x "U" e. Total rim joist area sq.ft x "U" L Total foundation window area sq.ft x "U" - _ ` g. Total net found. area above grade sq.ft x "U" - = J h. Total wall framing area (avg. 15%) _ sq.ft x "U" = f i Total net wall area above floor* sq.f . x "U" *(This equals area from Item #1 above minus sum of areas "a" thm "b") 2,i7 _f n J TOTAL A= (If Item A is same as or less than Item #l, you have met intent of Code.) tL Proposed Roof/ iling rhang SegLwnt j. Total skylight area sq.ft x "U" IL Total roof/ceil fram area (avg 1090) sq.ft x "U" 1. Total net insulated roof/ceil area sq.ft x "U" m. Total overhang area sq.ft x "U" TOTAL B = (If Item B is same as or less than Item #2, you have met intent of Code.) Proposed Unheated Floor S gment n. Total unheated floor area sq.ft x "U" TOTAL C = (If item C is same as or less than item 03, you have met intent of Code.) ?'7 4 1 Alternate Building Enveloi2e Design To utilize the total envelope system method, the sum totals of Items A, B, and C shall not be greater than the sum of Items #1, 2, and 3. Item #1 + Item #2 + Item #3 - Item A + Item B + Item C - V 612 161 3057 HELM ELECTRIC --1-APPRO RUiLc ING: 1YPF: APFAI hAWIkIDING: D&G WELDING NA oil 1r, UATE; 612S/".7 NP _ rr VIER- UOC 1.9,:1 r,.ro.r f f P01 MU'_"DING OUT(ifJ- l,' I Pf ( nl P Ili, %-,r 1 I ) INTERIOti "}47- bW 0 w - '`,A'a W ?^ ^ ir`Ihlf?rrrh'rri?9M?1MMl`?!`'+rTr4!`G••rP-IMMr"IMNfMMMI?M?n•r?`+p?N1N(?fNlr'll`9MM7"IMMMNfMMMN1MMMMMP?IMMM.M1?yN!KNN?MMMNIMMMMMMMM -LCF'9w1F''flvo tt?:II-F,1'('t W n "nit nighning F"I.or k1.IwI,,,"w,, NA W/r,'Ioon U. "l rt ^ v w; L.1 Cht a Nq ia,' woi ;l l l n.d-p, NA W WK I P M PERF ORMAW f , P I I !=.P T A t." Unit, F'r?wr,,• L)c; r?s;i Fv A .5r•;t W!?,r our5 fr ! Ii` C`1 1OY :. Lqht ill{:r 1-nw,r w F,Ter for I.i,+hf i"I r•.,I-r.• Al '.,"W.," RUG W I (1NTROL.' PA` S . TN7VRio . !-PRAF`+ &W EXTILRfUR: P041 .,,,u°7hlf f("mp?Ii?'r?frv(r'!n!l'114Y(P1P'ft•:!°(;i"N'iM;'tr'Irarrr; rrP"^'(Prr•rwil rP!I• MMMP!Mr+raM,,•,,4r„+r'rr9,?dMhr "^r7P7MMY4"'11?r7N MN+MNfr°U"IMi•if?r.rn ?..,,?, n. L, .1 F I. L. 'si(i f' ' C Leer Fv •; pa: m screen . F7 HeW F9 CUL F10 Vw F. +VP Fa W,r(:r 1."1 0 b:Q -y1 „v :.Ass . F8 E_Xt. Screen F.m ExhK !. 00,. TO: PAT GEAGAN, CHIEF OF POLICE JON HOHENSTEIN, ASSISTANT TO THE CITY ADMINISTRATOR DALE WEGLEITNER, FIRE MARSHAL ELECTRICAL INSPECTOR 'PUBLIC WORKS/ ENGINEERING DIVISION /UTIIdTIES/STREETS GENE VANOVERBEKE, FINANCE DIRECTOR RICH BRASCH, WATER RESOURCES COORDINATOR MIKE RIDLEY, SENIOR PLANNER °f GREGG HOVE, SUPERVISOR OF FORESTRY 3 L -7 lJ 5? ea ?r n<"?S ° aY N/f FROM: DALE SCHOEPPNER, SENIOR INSPECTOR DATE: The _ preliminary construction plans for i, C ('e are in our plan review section for your review and comment. Please return this form to Dale Schoeppner with your signed comments and the date of review. If you have any concerns with these plans, please so indicate on this form and notify and resolve these issues with the affected parties. If you are requesting that issuance of the building permit be held, please fill out the proper "hold" request form. Comments: ??. - h eQ ,iti S. e c lqarovA"4 ?C s le h ?zy. f ? r« ??ie? C c f Y ?!v i 1k?> `? 7 ? ?- ?" cz?.? ?r&??a/?? rya H31? . Indicate any fees that are to be collected with the building permit: AMOUNT ? Yes ? No ? Yes ? No ? Yes ? No ? Yes ? No ? Yes ? No ? Yes ? No landscape security required water quality dedication park dedication trail dedication tree dedication S' iature Date ZONING? -22- JS/FORMS-BLD/PLAN REVIEW/DALE S APPRO DEVELOPMENT INC TO: Mike Dolney D G Welding & Mfg., Inc. 21535 Cedar Avenue Lakeville, Minnesota 55044 (612) 469-2171 Fax: (612) 469.2173 FROM: James A. Connelly APPRO Development, Inc. DATE: June 3, 1997 RE: Hazardous Materials at New Facility Amount Allowed By Code 1. Combustible liquid (thinner) 120 gallons 2. Flammable liquid Class I-A = gasoline 30 gallons Class I-B = primer 60 gallons cleaner Class I-C = paint 90 gallons 3. Flammable gas (gaseous) 1,500 cu. ft. oxygen acetylene propylene Actual Amount 10 gallons maximum 30 gallon tank (10-15 gallon typically stored) 15 gallons 10 gallons 5 gallons * 1,500 cu. ft. 750 cu. ft. (3 tanks @ 250 cu. ft, per) phased out 750 cu. ft. (3 tanks at 250 cu. ft. per) propane stored outside We understand that the amounts shown above reflect the amount of hazardous materials at the new facility. Additional flammable gas is allowed in the building but will need to be stored in an exhausted enclosure. Please feel free to call if you have any questions. your AC/kam DEVELOPERS • ENGINEERS • CONTRACTORS D G WELDING & MFG., INC. 11988 Riverwood Drive, Burnsville, MN 55337 890-4073 - Fax # 890-8348 June 30, 1997 Ms. Shannon Tyree c1Vir. Dale Schoeppner City of Eagan 3830 Pilot Knob Road Eagan, MN 5 5 1 22-1 897 RE: Proposed New Facility - "Outdoor Storage" Dear Ms. Tyree and Mr. Schoeppner: To expedite a start to construction on the proposed new facility, outdoor storage will not be incorporated into the project at this time. No outdoor storage will occur at the new facility until it is approved by the City of Eagan. It is understood that a Conditional Use Permit is required for outdoor storage in this zoning district. It is our intent to apply for a C.U.P. for outdoor storage in the immediate future. The site and grading plan have been revised to reflect this change. Please feel free to call with any questions you may have. Sincerely, D G/W/ELDING & MFG., INC. Mike Dolney Vice President MD/km Ch�c.�' �-- �c�ns � � Use BLUE or BLACK Ink r e, c.e.�ve c�- ,-----------------, � For Office Use I ��� O��� �I� AUG 0 510L � �J`����7� ' ' � Permit#: � � � I � Permit Fee: • ��-� I 3830 Pilot Knob Road I Eagan MN 55122 � I Phone:�651)675-5675 i Date Received: � � � Fax:(651)675-5694 � Staff:;S�J � I �����������������J 2015 MECHANICAL PERMIT APPLICATION ' Please submit two 2 sets of lans with all commercial applications. I ) P Date• : c�-�' � Site Address: ���L-�� �C.�1�-� !:.✓'/G'f�C-' Tenant: � �-�'J ��.-�/�������/' Suite#: ` -' Name: Phone: R�Si��E�'��Vlf�'t�C: ��� Address/City/Zip: � Name:�������[=l /T—T l �- �/� License#: , � _ � '— � � Address:t.`fl'-�ic-S�`�j�fr"/s�i��� !'�Z--c/'City: �/�'/�/�-.•3 �.`Q�'1#r+r�Ctil�' _-� � ;_,! State:%�� Zip: �,�/�� Phone: t'r��'� �"z��� "��zS �' �+ : Contact: � ��=7� -C..Y/2/������'.mail: New Replacement Additional Alteration Demolition �'ype�f 1�4r'�....: Description of work: __.-�. ' y,k'- �'�C.� � � �'i`��i2���C.=� `' ' ���'��+��'r���ari�i gr���td rnou��ed me�h��ri�l�q����n���+��i€�d t�������+�:: >::- _.. . ;:_���.��:��ntact�e�A+echani�a�:���ec�ur fcar=�r►f+��iat��+n t���f s�+��€���t�tt�±a�� ,=' RES/DENT/AL COMMERC/AL Furnace New Construction _Interior Improvement �,���,����� _Air Conditioner nstall Piping �rocessed _Air Exchanger �as _Exterior HVAC Unit , _Heat Pump Under/Above ground Tank (_Install/_Remove) Other RES/DENTIAL FEES $60.00 Minimum Add or alteration to an existing unit, includes State Surcharge ' $100.00 Residential New, includes State Surcharge =$ TOTAL FEE COMMERCIAL FEES '� ' Contract Value$�r ���� x.01 $60.00 Permit Fee Minimum, includes State Surcharge ��� � I�, $70.00 Underground tank installation/removal =$ Permit Fee i ;,.- I � � *If contract value is GREATER than$2,010, Surcharge=Contract Value x$0.0005 -$ � � Surcharge I��I If the project valuation is over$1 million,please call for Surcharge =$ ���% TOTAL FEE 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/C"'7�"i� �,�/����"7 x _� � ;� ApplicanYs Printed Name ApplicanYs Signatur _. �tF���31�I�I�e�(��� : �, „• :' " ; ��� � � , . .. � � ,, �eq�rir�d�Ins�c#ic�ns �� - � �t€��t'���r` C'�t�.� f Und�rground °; Roug�!n ,........��r Te�# ..�Ga��e:t�Test :..: -�fl�� �rn�i ;;�����i�r���►g= ', :! * ,� > Use BLUE or BLACK Ink ` -----i �------------ � For Office Us � � I ' I � Permit#: I. �lt 0� �� �Il � � ' /� /�, ��� � � • '.�, ���� � Permit Fee� �z' �s�'�J, 3830 Pilot Knob Road Eagan MN 55122 I ��-- � � Phone: (651)675-5675 � Date Received: � Fax: (651)675-5694 � Staff: I"1�-1 � -----------------���` r (� ,7�'� 2015 COMMERCIAL BUILDING PERMIT APPLICATION � �-� Date:o�"- ts - a.o/� SiteAddress: �G� �- .MFGiZn�, 3��� SK� .I�r�We L�,Q�n � ,�,�1.� Tenant Name: (Tenant is: New/ �e' Existing) Suite#: Former Tenant: �� � / / � � `� Name: ./� �f:. �, �� P. ( �o!� e j/ Phone: �'S !-T�'�-.113�,� 0 Property Qvirner� Address/city�zip: 3 a�5 5�,, ,j},�; v e �<.���� , �V'� ,J1 � 5 / � � ���° ,u;�.� :: _, ,, �� Applicant is: � Owner Contractor � � � : r /� I `y�Type of Work Description of work: �u� �d;,.�,� /'� � d + � �o h ?�� Construction Cost: �'l3 S . 00 ��� � Name: Dk k ��,,� r� ��`, �d��s ��, � � License#: ���7 �; � � ; '�`Contractor ��E� Address: `1 a `1°1 W i��3 h .5�- City: .�w v«,�� , � �;.� �' ���,�, State:/Ul /V Zip: '� � 3 7 c�' Phone: � S.Z �- a-�2 "�i " �l / ��'( � �� � ��� CELL - (,�2, . ZZ,d. p/63 P t �4' Contact: ��__ ��, �,a�+h Jc'�n EmaiL ��, ou �t � ia � c ,c:o.�•. ; Name:_J/c,v ; c� L. ;n n e.1' A�c ���Ff�S Registration#:�7 � � • �: � � : s. Address:(oloo �y�af2 �'i►1 �,v � Svu�� City: �lOoti. :nn,�a� �ArchitectlEngineer.� � � ' State: �J�:1 Zip: � rs Li 3 j Phone: �'1 S�.� �'�'`� - G'�l 5 S }, Contact Person: ��t r��� �i�n e P Email: 1; ; n r � �,' #��.�.r . s M Licensed plumber installing new sewer/water service: Phone#: �_NOTE_Plans and su � � ` ����� pporting document�thatyou submrt are cons�tlered to be publ�c►nformatwn Port�ons of�"' ���� the information rrray be class�fiecl as non public�f you prov�de speci�c reasons tfrat wauld perm�i fhe�ityto � `�� ; . 4 � � F =-. ' � . : :;conclude#hat the are trade`secrets. " � . . ���. ;;�.�°.,... �..;' , �, � CALL BEFORE YOU DIG. Call Gopher State One Call at(651)454-0002 for protection against underground u#ility damage. Call 48 hours before you intend to dig to receiue locates of underground utilities. www.qopherstateonecall.ora I hereby acknowtedge 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 a plic ion for a p it, and work is not to start without a permit;that the work will be in accordance with the approved plan in the cas of o which r uire a review and approval of plans. x ��� x � Applican s Printed Name Applica gnatu Page 1 of 3 ..� . , � - , � �� � S�� ^D�� 3 1��, �-� 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 Buiiding* _ Addition _ Exterior Improvement _ Reroof _ Demolish Interior � Alteration _ Repair _ Windows _ Demolish Foundation � Replace _ Water Damage _ Fire Repair _ Retaining Wall _ Salon Owner Change *Demoiition of entire building—give PCA handout to applicant DESCRIPTION Valuation ������6G.�^' Occupancy MCES System '�, Plan Review ✓ Code Edition SAC Units Z-� (25%_100%�') Zoning City Water Census Code Stories Booster Pump #of Units Square Feet PRV #of Buildings. Length Fire Sprinklers � Type of Construction Width REQUIRED INSPECTIONS Footings(New Building) Sheetrock Footings(Deck) ✓ Final/C.O. Required ✓ Footings(Addition) Final/No C.O.Required ' Foundation Other: Drain Tile, ; Pool: Footings _Air/Gas Tests Final �,%JRoofi � Decking ✓Insulation �Ice&Water �Final Siding:�Stucco Lath �Stone Lath _Brick � Framing Windows Fireplace:_Rough In _AirTest _Final Retaining Wall �"Insulation Erosion Control Meter Size: Concrete Entrance Apron Final C/O Inspection: Schedule Fire Marshal to be present: �r Yes No Reviewed By: ��� , Building Inspector Reviewed By: , Planning ' COMMERCIAL FEES Base Fee S�a3G . 75� Water Quality Surcharge �-�f3� u-�= Water Sampling Fee Plan Review ,�(o(� .$t}' Water Supply 8�Storage(WAC) MCES SAC ��t7� •�" Storm Sewer Trunk City SAC 2.D�i• �' Sewer Trunk S&W Permit&Surcharge Water Trunk Treatment Plant �G g 7-� Street Lateral Treatment Plant(Irrigation) Street Park Dedication Water Lateral Trail Dedication Other:�(��,�'C�?t�7"!G� , ,J //� ��.� Water Quality TOTA� l�l'�� �B Page 2 of 3 . . • � l �3� � � �7 Dale Schoeppner July 2, 2015 Chief Building Official City of Eagan 3830 Pilot Knob Road Eagan, MN 55122-1810 Dear Mr. Schoeppner: The Metropolitan Council Environmental Services (MCES) Division has determined the SAC to be charged for the wastewater capacity demand for DG Welding addition to be located at 3265 Sun Drive within the City. The City will be charged 2 SAC Units for this project, as determined below. SAC Units Charges: Warehouse 11,036 sq. ft. @ 7000 sq. ft. /SAC 1.58 or 2 The business information was provided to MCES by the applicant at this time. It is also the Citys responsibility to substantiate the business use and size at the time of the final inspection. If there is a change in use or size, a redetermination will need to be made. If you have any questions email me at iessica.nve(c�metc.state.mn.us. Sincerely, Jessie Nye Supervisor, ES Revenue (SAC) JN: tj: 150702B4 (5335, 385778) Determination expiration: 07/02/2017 cc: Peggy Fleck, City of Eagan Amy Griffin, City of Eagan Wayde Johnson, Outland builders, Inc. File, MCES •� -•.- . � :� - • - • •� ��� . • •� � • • �•� - • • • • METRCIP4LITA�T c a u � c � � $Cb C . Pesti/ /r- # /32117 API' City of Eap Velilo TO: # 13 /Jon Hohenstein, Community Development ✓fillike Ridley, Planning Vparrin Bramwell, Fire Marshal /Scott Peterson, Building Inspections Russ Matthys, Engineering / John Gorder, Engineering ✓Aaron Nelson, Engineering Dave Westermayer, Engineering Leon Weiland, Engineering Joe Gibbs, Finance ,Jon Eaton, Utilities I Eric Macbeth, Maintenance ✓Gregg Hove, Maintenance — jt Lt. Mike Fineran, Police FROM: Craig Novaczyk, Senior Building Inspector DATE: June 19, 2015 RE: Plan Review For: Dd WELDING & MFG. INC. ADDITION 3265 Sun Drive The plans are in our plan review section for your review and comment. Please return this form to my attention with your signed comments within 7 days. Please indicate any concerns you have with these plans and resolve these issues with the affected parties. If you are requesting that issuance of the building permit be held, please submit the proper "hold request" form to me. Comments: Indicate below any fees that are to be collected with the building permit. Amount ❑ Yes ❑ No Landscape Security Required Zoning: ❑ Yes ❑ No Water Quality Dedication Meter Size: ❑ Yes ❑ No Park Dedication ❑ Yes ❑ No Trail Dedication ❑ Yes ❑ No Tree Dedication ❑ Yes ❑ No PRV Required ❑ Yes El No REF Reconciliation between Engineering & Finance Signature Date G:\Building Inspections\FORMS\Commercial Bldgs Final & Plan Review Letters 411!01`° CityofEa�ali TO: Jon Hohenstein, Community Development Mike Ridley, Planning Darrin Bramwell, Fire Marshal • Scott Peterson, Building Inspections Muss Matthys, Engineering VJohn Gorder, Engineering Aaron Nelson, Engineering Dave Westermayer, Engineering Leon Weiland, Engineering Joe Gibbs, Finance Jon Eaton, Utilities Eric Macbeth, Maintenance Gregg Hove, Maintenance Lt. Mike Fineran, Police FROM: Craig Novaczyk, Senior Building Inspector DATE: June 19, 2015 RE: Plan Review For: DJ WELDING & MFG. INC. ADDITION 3265 Sun Drive The plans are in our plan review section for your review and comment. # 13 Please return this form to my attention with your signed comments within 7 days. Please indicate any concerns you have with these plans and resolve these issues with the affected parties. If you are requesting that issuance of the building permit be held, please submit the proper "hold request" form to me. Comments: 01<- E , hed-r-+h5 . � �.e �; 1 � 5 pawn-lei" X ' X18' !SG'la Indicate below any fees that are to be collected with the building permit. Amount ❑ Yes ❑ No Landscape Security Required Zoning: ❑ Yes ENo Water Quality Dedication Meter Size: ❑ Yes ❑ No Park Dedication ❑ Yes ❑ No Trail Dedication ❑ Yes ❑ No Tree Dedication ❑ Yes ❑ No PRV Required Fr Yes ❑ No REF Reconciliation between Engineering & Finance .7‹+2-4 1////5 Si*ature Date G:\Building Inspections\FORMS\Commercial Bldgs Final & Plan Review Letters City of Eapi We�o TO: # 13 ,on Hohenstein, Community Development Mike Ridley, Planning Darrin Bramwell, Fire Marshal Scott Peterson, Building Inspections Russ Matthys, Engineering John Gorder, Engineering Aaron Nelson, Engineering Dave Westermayer, Engineering Leon Weiland, Engineering Joe Gibbs, Finance Jon Eaton, Utilities Eric Macbeth, Maintenance Gregg Hove, Maintenance Lt. Mike Fineran, Police FROM: Craig Novaczyk, Senior Building Inspector DATE: June 19, 2015 4 RE: Plan Review For: DZWELDING & MFG. INC. ADDITION 3265 Sun Drive The plans are in our plan review section for your review and comment. Please return this form to my attention with your signed comments within 7 days. Please indicate any concerns you have with these plans and resolve these issues with the affected parties. If you are requesting that issuance of the building permit be held, please submit the proper "hold request" form to me. Comments: M�� a' side .(4r11 60�6et(rt -6646e., omo✓wea &vi e-0144a.P Indicate below any fees that are to be collected with the building permit. Amount ❑ Yes Ar -No ❑ Yes ❑ No ❑ Yes Ar No ❑ Yes Ix No ❑ Yes 0 No O Yes ❑ No O Yes ❑ No Landscape Security Required Water Quality Dedication Park Dedication Trail Dedication Tree Dedication PRV Required REF Reconciliation between Engineering & Finance Zoning: Meter Size: &s(44".11C. Date spections\FMS\Commercial Bldgs Final & Plan Review Letters 411,1/ City of Eaali MOMO TO: #13 Jon Hohenstein, Community Development Mike Ridley, Planning 'JDarrin Bramwell, Fire Marshal Scott Peterson, Building Inspections Russ Matthys, Engineering John Gorder, Engineering Aaron Nelson, Engineering Dave Westermayer, Engineering Leon Weiland, Engineering Joe Gibbs, Finance Jon Eaton, Utilities Eric Macbeth, Maintenance Gregg Hove, Maintenance Lt. Mike Fineran, Police FROM: Craig Novaczyk, Senior Building Inspector DATE: June 19, 2015 4 RE: Plan Review For: Qd'WELDING & MFG. INC. ADDITION 3265 Sun Drive The plans are in our plan review section for your review and comment. Please return this form to my attention with your signed comments within 7 days. Please indicate any concerns you have with these plans and resolve these issues with the affected parties. If you are requesting that issuance of the building permit be held, please submit the proper "hold request" form to me. Comments: /149 510rjitider )cAs Su, ti Indicate below any fees that are to be collected with the building permit. Amount ❑ Yes ❑ No Landscape Security Required Zoning: ❑ Yes ❑ No Water Quality Dedication Meter Size: ❑ Yes ❑ No Park Dedication ❑ Yes ❑ No Trail Dedication ❑ Yes ❑ No Tree Dedication ❑ Yes ❑ No PRV Required ❑ Yes ❑ No REF Reconciliation between Engineering & Finance ignature Date G:\Building Inspections\FORMS\Commercial Bldgs Final & Plan Review Letters 1,111. City of EaQall Memo TO:// # 13 1/Jon Hohenstein, Community Development Mike Ridley, Planning Darrin Bramwell, Fire Marshal Scott Peterson, Building Inspections Russ Matthys, Engineering John Gorder, Engineering Aaron Nelson, Engineering Dave Westermayer, Engineering Leon Weiland, Engineering Joe Gibbs, Finance Jon Eaton, Utilities Eric Macbeth, Maintenance Gregg Hove, Maintenance n, Police FR• : Craig Novaczyk, Se for Building Inspector DAT June 19, 2015 RE: Plan Review For: Vee ELDING & MFG. INC. ADDITION 3265 Sun Drive The plans are in our plan review section for your review and comment. Please return this form to my attention with your signed comments within 7 days. Please indicate any concerns you have with these plans and resolve these issues with the affected parties. If you are requesting that issuance of the building permit be held, please submit the proper "hold request" form to me. Comments: A4-4 tt- Indicate below any fees that are to be collected with the building permit. Amount ❑ Yes ❑ No Landscape Security Required Zoning: O Yes 0 No Water Quality Dedication Meter Size: ❑ Yes 0 No Park Dedication ❑ Yes 0 No Trail Dedication 0 Yes ❑ No Tree Dedication ❑ Yes 0 No PRV Required O Yes 0 No Signature G:\Building Inspections\FORMS\Commercial Bldgs Final & Plan Review Letters REF Reconciliation between Engineering & Finance Date 411. City of Eap Nemo TO: #13 Jon Hohenstein, Community Development Mike Ridley, Planning Darrin Bramwell, Fire Marshal Scott Peterson, Building Inspections Russ Matthys, Engineering John Gorder, Engineering Aaron Nelson, Engineering Dave Westermayer, Engineering Leon Weiland, Engineering Joe Gibbs, Finance Jon Eaton, Utilities `'- Eric Macbeth, Maintenance Gregg Hove, Maintenance Lt. Mike Fineran, Police FROM: Craig Novaczyk, Senior Building Inspector DATE: June 19, 2015 RE: Plan Review For: DJ WELDING & MFG. INC. ADDITION 3265 Sun Drive The plans are in our plan review section for your review and comment. Please return this form to my attention with your signed comments within 7 days. Please indicate any concerns you have with these plans and resolve these issues with the affected parties. If you are requesting that issuance of the building permit be held, please submit the proper "hold request" form to me. Comments: Indicate below any fees that are to be collected with the building permit. Amount ❑ Yes ❑ No ❑ Yes ❑ No ❑ Yes ❑ No O Yes 0 No Yes ❑ No O Yes ❑No ❑ Yes ;I No 'Z6 Sign. u e' Date G:\B :l. ng Inspections\FORMS\Commercial Bldgs Final & Plan Review Letters Landscape Security Required Zoning: Water Quality Dedication Meter Size: Park Dedication Trail Dedication Tree Dedication - 4'3 f` co PRV Required REF Reconciliation between Engineering & Finance 401° City of Eagan Memo TO: # 13 Jon Hohenstein, Community Development Mike Ridley, Planning Darrin Bramwell, Fire Marshal Scott Peterson, Building Inspections Russ Matthys, Engineering John Gorder, Engineering Aaron Nelson, Engineering Dave Westermayer, Engineering Leon Weiland, Engineering Joe Gibbs, Finance )on Eaton, Utilities VEric Macbeth, Maintenance Gregg Hove, Maintenance Lt. Mike Fineran, Police FROM: Craig Novaczyk, Senior Building Inspector DATE: June 19, 2015 RE: Plan Review For: DJ WELDING & MFG. INC. ADDITION 3265 Sun Drive The plans are in our plan review section for your review and comment. Please return this form to my attention with your signed comments within 7 days. Please indicate any concerns you have with these plans and resolve these issues with the affected parties. If you are requesting that issuance of the building permit be held, please submit the proper "hold request" form to me. Comments: nA4 Indicate below any fees that are to be collected with the building permit. Amount ❑ Yes L No Landscape Security Required Zoning: ❑ Yes No Water Quality Dedication Meter Size: ❑ Yes El No Park Dedication ❑ Yes ❑ No Trail Dedication ❑ Yes ❑ No Tree Dedication ❑ Yes ❑ No PRV Required ❑ Yes ■ No REF Reconciliation between Engineering & Finance 7"/ (5 SignaturDate G:\Building Inspections\FORMS\Commercial Bldgs Final & Plan Review Letters 41,1/'° City of Eagan Memo TO: # 13 Jon Hohenstein, Community Development Mike Ridley, Planning Darrin Bramwell, Fire Marshal Scott Peterson, Building Inspections Russ Matthys, Engineering ,John Gorder, Engineering Aaron Nelson, Engineering Dave Westermayer, Engineering Leon Weiland, Engineering Joe Gibbs, Finance Jon Eaton, Utilities Eric Macbeth, Maintenance Gregg Hove, Maintenance Lt. Mike Fineran, Police FROM: Craig Novaczyk, Senior Building Inspector DATE: June 19, 2015 RE: Plan Review For: DJ WELDING & MFG. INC. ADDITION 3265 Sun Drive The plans are in our plan review section for your review and comment. Please return this form to my attention with your signed comments within 7 days. Please indicate any concerns you have with these plans and resolve these issues with the affected parties. If you are requesting that issuance of the building permit be held, please submit the proper "hold request" form to me. Comment Indicate below any fees that are to be collected with the building permit. Amount ❑ Yes ❑ No Landscape Security Required Zoning: ❑ Yes ❑ No Water Quality Dedication Meter Size: ❑ Yes ❑ No Park Dedication ❑ Yes El No Trail Dedication ❑ Yes El No Tree Dedication E l Yes ❑ No PRV Required ❑ Yes Na $EF Reconciliation between Engineering & Finance 7 ft Signature Date G:\Building Inspections\FORMS\Commercial Bldgs Final & Plan Review Letters 4111° €ity of Eago We�o TO: # 13 Jon Hohenstein, Community Development Mike Ridley, Planning parrin Bramwell, Fire Marshal Acott Peterson, Building Inspections Russ Matthys, Engineering John Gorder, Engineering Aaron Nelson, Engineering Dave Westermayer, Engineering Leon Weiland, Engineering Joe Gibbs, Finance Jon Eaton, Utilities Eric Macbeth, Maintenance Gregg Hove, Maintenance Lt. Mike Fineran, Police FROM: Craig Novaczyk, Senior Building Inspector DATE: June 19, 2015 RE: Plan Review For: DJ WELDING & MFG. INC. ADDITION 3265 Sun Drive The plans are in our plan review section for your review and comment. Please return this form to my attention with your signed comments within 7 days. Please indicate any concerns you have with these plans and resolve these issues with the affected parties. If you are requesting that issuance of the building permit be held, please submit the proper "hold request" form to me. Comments: Indicate below any fees that are to be collected with the building permit. Amount ❑ Yes ❑ No Landscape Security Required Zoning: ❑ Yes ❑ No Water Quality Dedication Meter Size: ❑ Yes ❑ No Park Dedication ❑ Yes ❑ No Trail Dedication ❑ Yes ❑ No Tree Dedication ❑ Yes 0 No PRV Required O Yes 0 No REF Reconciliation between Engineering & Finance Signature Date G:\Building Inspections\FORMS\Commercial Bldgs Final & Plan Review Letters Craig Novaczyk From: Craig Novaczyk Sent: Friday, June 19, 2015 11:12 AM To: 'waydej@outlandbuilders.com' Cc: 'dlinner@linnerarchitects.com' Subject: Proposed DJ Welding & MFG Addition Wayde, We have started our building permit plan review for the proposed addition @ 3265 Sun Drive. Please provide the following required submittal document/information : 1. A SAC determination from the Met Council , „X (2) sets of landscaping plans .— ',Jai" MW P ?G IL Kr—. Completed Energy Code compliance forms for Wig, fete, Service Water Heating, and.Building C,,,,etut.. The submitted form for Building Envelope was done on the wrong form. Our City of Eagan website has the appropriate forms (ANSI/ASHRAE 90.1— 2010). http:/ www.cityofeagan.com/index.php/building-inspections/permit-handouts#commercial it . (1) Emergency Response Site Plan (ERSP). An example of the ERSP is also in our website. http://www.cityofeagan.com/images/CommunityDevelopment/Buildinglnspections/HandoutsBrochures/Hando ut%20-%20Emergency%20Response%20Site%20PIan.pdf Thank you in advance for your attention to these items, Craig Craig Novaczyk 1 Senior Building Inspector 1 City of Eagan City Hall 1 3830 Pilot Knob Road 1 Eagan, MN 55122 1 (651) 675-5683 1 (651) 675-5694 (Fax) I cnovaczykcityofeaqan.com City of aaaff THIS COMMUNICATION MAY CONTAIN CONFIDENTIAL AND/OR OTHERWISE PROPRIETARY MATERIAL and is thus for use only by the intended recipient. If you received this in error, please contact the sender and delete the e-mail and its attachments from all computers. 1 Craig Novaczyk From: Craig Novaczyk Sent: Wednesday, June 24, 2015 10:14 AM To: waydej@outlandbuilders.com Cc: dlinner@linnerarchitects.com Subject: Proposed DG Welding & MFG addition Wayde and David, We have completed our Building Code compliance plan review concerning your proposed project for DG Welding and MFG. Please address the following Code related items: XRevise detail 2 on sheet Al. Accessible parking space identification signage is required to be installed @ 60" — 66" above the adjacent parking surface (reference Section 502.7 of the 2015 Minnesota Accessibility Code (MAC)). . ._ Provide a detail for the barrier preventing storage above new toilet room, mentioned in Construction Key Note # 1, on sheet A3. Ventilation complying with Sections 404.1-404.2 of the 2015 Minnesota Mechanical Code will be required in the production/warehouse spaces accessed by drive through overhead doors, unless bollards preventing vehicle access are installed in front of the doors. The requirements in Section 404.2 will also cover the minimum ventilation rates for welding/metal shops. / The foundation plan (sheet S1.1) does not include the stoop footings/foundations for man doors 100B and 100G that are indicated on architectural sheet A3. David, per our phone conversation yesterday, please reference Section 604.7 of the 2015 MAC to see the new requirements for toilet paper dispenser installation location(s). J� FYI; Plumbing, HVAC, Electrical, and Fire Suppression plans are required to be submitted with their respective r permit applications. A plan review memo has been sent to all of the other applicable City of Eagan departments. This email is dealing with Building Code compliance issues only. Thank you in advance for your attention to these Building Code related items. Please revise the plans accordingly and resubmit for our review. Craig Craig Novaczyk 1 Senior Building Inspector 1 City of Eagan City Hall 1 3830 Pilot Knob Road 1 Eagan, MN 55122 1 (651) 675-5683 1 (651) 675-5694 (Fax) I cnovaczykacitvofeagan.com 41101Cit of 6aQau THIS COMMUNICATION MAY CONTAIN CONFIDENTIAL AND/OR OTHERWISE PROPRIETARY MATERIAL and is thus for use only by the intended recipient. If you received this in error, please contact the sender and delete the e-mail and its attachments from all computers. 1 A Structural Steel and Precast Welding Special Inspection Final Report DG Welding Expansion 3265 Sun Drive Eagan, Minnesota Prepared for Outland Builders, Inc. Project B1506733 December 8, 2015 Braun Intertec Corporation BRAUN I NTE RTEC The Seisms You Build On. Braun Intertec Corporation 11001 Hampshire Ave 5 Minneapolis, MN 55438 December 8, 2015 Project B1506733 Mr. Wayde Johnson Outland Builders, Inc. 4029 W. 125th St. Savage, MN 55378 Phone: 952.995.2000 Fax: 952.995.2020 Web: braunintertec.com Re: Structural Steel and Precast Welding Special Inspection Procedural and Final Report DG Welding Expansion 3265 Sun Drive Eagan, Minnesota Dear Mr. Johnson: Please find attached to this procedural report the Structural Steel and Precast Welding Special Inspection Final Report for the DG Welding Expansion Project and the supporting Special Inspection Daily Reports. Special Inspection and Testing Procedures The special inspection services were periodically provided by International Code Council (ICC) certified special inspectors in accordance with the requirements of the Minnesota State Building Code, Chapter 17 of the International Building Code (IBC) and the project plans and specifications. The purpose of special inspections is to provide a review of the contractor's work designated by the project structural engineer as needing special inspection under the guidelines of the IBC to determine compliance with the approved construction documents. The special inspector does not have the responsibility or authority to, nor is it the intent of special inspections to have them, judge or modify the construction documents. Only the structural engineer of record can do this. As the special inspections were completed, a Special Inspection Daily Report was prepared to summarize the results of our inspections and testing. A copy of this report was provided to the contractor's site representative for their review and records. Plans and Specifications The plans and project documents available at the site were used for our inspections. Visual Examination of the Field -Made Welds Visual examination of the field welds was conducted in accordance with American Welding Society (AWS) D1.1-2010, Figure 5.4 and Table 6.1 requirements and the requirements of the project plans and specifications. Tension -Control Bolted Connection Observations Tension -control bolted connection observations were conducted to determine if the bolt holes were filled, if the correct bolts were used, if the nuts were fully engaged and if the splined end of the tension - control bolts had separated from the body of the bolt. Removal of the splined end is a direct indicator the bolt has been torqued to the minimum snap -off load. At connections where the splined ends were not, or could not be removed, the torque applied to the bolt by the contractor was determined using a hand-held torque wrench. In addition, each connection was observed for fit -up and to determine if the AA/EOE Outland Builders, Inc. Project B1506733 December 8, 2015 Page 2 various plies were in contact with one another. Metal Deck Weld and Fastener Observations Metal deck weld observations were conducted in general accordance with AWS D1.3-2008, Section 6.0 requirements and the requirements of the project plans and specifications. Items reviewed included the quality, size and spacing of the welds. In addition, the location and the completeness of the side -lap fastener installation were observed and evaluated. Column Anchor Bolt Observations The column anchor bolts were observed to determine if they were in place, and if the nuts were installed, fully engaged and snug tight. The base plates were observed to determine if they were in full contact with the adjoining surface. If required by the construction documents, we also observed if the plate washers were installed. General In performing its services, Braun Intertec used that level of care and skill ordinarily exercised by reputable members of its profession currently practicing in the same locality. No warranty, express or implied, is made. Thank you for the opportunity to provide the special inspection and testing services for this project. After review of the attached Special Inspection Final Report, if you have any questions or require additional information, please call Len Vos at 952.995.2244 or Mary Denne at 952.995.2510. Sincerely, BRAUN INTERTEC CORPORATION • Leonard T. Vos ICC Cert; ied Special Inspector -Structural Steel and Welding e„ 4%9" Christopher R. Kehl, PE Principal -Senior Engineer Attachment: Structural Steel and Precast Welding Special Inspection Final Report c: Bernie Stroh, Structural Engineer David Linner, David Linner Architects Craig Novaczyk, City of Eagan Jeremiah Yernberg, Braun Intertec BRAUN 1NTERTEC BRAUN 1NTERTEC The Science You Build On. Braun Intertec Corporation 11001 Hampshire Ave S Minneapolis, MN 55438 Phone: 952.995.2000 Fax: 952.995.2020 Web: braunintertec.com Structural Steel and Precast Welding Special Inspection Final Report City of: Eagan Project: DG Welding Expansion 3265 Sun Drive Date: December 8, 2015 Attention: Mr. Wayde Johnson Eagan, Minnesota Braun Intertec Project: 81506733 In accordance with the Minnesota State Building Code, Chapter 17 of the International Building Code and the agreed-upon scope of services, the required special inspections and testing have been provided for the following items: Bolting. The bolted connections detailed in the attached Special Inspection Daily Reports were observed in general accordance with the requirements of the plans and specifications. There are currently no outstanding or unresolved bolted connection -related issues. Structural Field Welding. The welded connections detailed in the attached Special Inspection Daily Reports were observed in general accordance with the requirements of the project plans and specifications. There are currently no outstanding or unresolved structural welding -related issues. Metal Deck Welding and Fasteners. The metal deck welding, deck fasteners and side -lap fasteners detailed in the attached Special Inspection Daily Reports were observed in general accordance with the requirements of the project plans and specifications. There are currently no outstanding or unresolved decking -related issues. AA/EOE Outland Builders, Inc. Project B1506733 December 8, 2015 Page 2 Conclusion Based upon the inspections conducted, the testing performed and the attached reports, it is our professional judgment that, to the best of our knowledge, the inspected work was performed and completed in accordance with the approved plans, specifications, and applicable workmanship provisions of the Minnesota State Building Code and the International Building Code. Inspecting Firm: Braun Intertec Corporation I hereby certify that this plan, specification or report was prepared by me or under my direct supervision and that I am a duly Licensed Professional Engineer under the I • ws of the State of Minnesota. Christopher R. Kehl, PE Principal -Senior Engineer License Number: 43459 December 8, 2015 Attachments: Special Inspection Daily Reports 1 through 2 BRAUN INTERTEC BRAUN INTERTEC 6.32.4 Rev. 1 Issue: 6/23/15 Special Inspection Daily Report Report No.: Project Name: Project Address: Client: Weather: City of: Eagan, MN Structural steel #1 DG Welding addition 3265 Sun Drive Outland Builders Inc. Sunny Observation Date: Project No.: Braun Intertec PM: Client Project No.: Temperature: Page 1 of 1 9/21/2015 B1506733 Jeremiah Yemberg "'70 'F Frequency Inspection Coverage (Notes) Periodic Steel construction Did the architect or engineer authorize changes to approved plans? No (If yes, list details below) Description and location of work performed: Building addition A to E, 7.1 to 10 1) column anchor bolts- No discrepancy noted. 2) bar joist to beam fillet welds- No discrepancy noted. 3) perimeter w10 to precast panel embed plate fillet welded clip connections per Fabcon detaill/3- No discrepancy noted. 4) perimeter w10 beam web splice plate fillet welds per Fabcon detail 5/3- No discrepancy noted. 5) primary beam to precast panel fillet welded clip angle per Fabcon detail 6,7/3- No discrepancy noted. 6) perimeter precast panel splice plate fillet welded clip connections 9/3- No discrepancy noted. 7) roof deck welds and side lap fastener per detail 5/S3.2- No discrepancy noted. 8) work ongoing. A) bar joist to precast panel fillet welded clip connection line 10, A to E per Fabcon detail 2/3. B) roof tension control A-325 bolted connections line C. C) bar joist to beam fillet welded kicker connections line C & C.9, at 7.1 & 8.3 per detail 7/53.2. List tests performed: Visual observations • Are there any discrepancies noted from this day's observations? • Are there any outstanding discrepancies on this project? - If yes, see attached Summary Sheet. • Report Discussed with and Given to Contractor? Report Emailed to: Jim Michel/ Outland Superintendent jimmitchel@outlandbuilders.com Jeremiah Yernberg/ Braun Intertec PM No No Yes To the best of our knowledge, work inspected was done in accordance with the approved plans, specifications and applicable workmanship provisions of the current IBC, except as noted above. Signed: Vos, Leonard I.O. No.: 0876442-S1,S2 -BRAUN 1 NTERTEC 6.32.4 Rev. 1 Issue: 6/23/15 Special Inspection Daily Report Report No.: Project Name: Project Address: Client: Weather: City of: Eagan, MN Structural steel #2 DG Welding addition 3265 Sun Drive Outland Builders Inc. Indoor Observation Date: Project No.: Braun Intertec PM: Client Project No.: Temperature: Page 1 of 1 12/3/2015 B1506733 Jeremiah Yernberg '"60 ` F Frequency Inspection Coverage (Notes) Periodic Steel construction Did the architect or engineer authorize changes to approved plans? No (If yes, list details below) Description and location of work performed: Building addition A to E, 7.1 to 10 1) Bar joist to precast panel fillet welded clip connection line 10, A to E per Fabcon detail 2/3 - No discrepancy noted.. 2) Roof tension control A-325 bolted connections line C - No discrepancy noted.. 3) Bar joist to beam fillet welded kicker connections line C & C.9, at 7.1 & 8.3 per detail 7/S3.2 - No discrepancy noted. List tests performed: Visual observations • Are there any discrepancies noted from this day's observations? No • Are there any outstanding discrepancies on this project? No - If yes, see attached Summary Sheet. • Report Discussed with and Given to Contractor? Yes Report Emailed to: Jim Michel/ Outland Superintendent Jim Michel [jim@outlandbuilders.com] 612-3665570 Jeremiah Yernberg/ Braun Intertec PM To the best of our knowledge, work inspected was done in accordance with the approved plans, specifications and applicable workmanship provisions of the current IBC, except as noted above. Signed: Vos, Leonard I.D. No.: 0876442-S1,S2 A Non -Structural Steel Special Inspection Final Report DG Welding Expansion 3265 Sun Drive Eagan, Minnesota Prepared for Outland Builders, Inc. Project B1506733 November 3, 2015 Braun Intertec Corporation BRAUN 1NTERTEC The Science Yon Build On. Braun Intertec Corporation 1826 Buerkle Road St. Paul, MN 55411 Phone: 952.995.2000 Fax: 952.995.2020 Web: braunintertec.com November 3, 2015 Project B1506733 Mr. Wayde Johnson Outland Builders, Inc. 4029 West 125th Street Savage, MN 55378 Re: Non -Structural Steel Special Inspection Procedural and Final Report Submittal DG Welding Expansion 3265 Sun Drive Eagan, Minnesota Dear Mr. Johnson: Please find attached to this procedural report the Non -Structural Steel Special Inspection Final Report for the DG Welding Expansion Project, and the supporting Special Inspection Daily Reports for your review and records. Special Inspection and Testing Procedures The special inspection services were provided by International Code Council (ICC) certified special inspectors in accordance with the requirements of Chapter 17 of the International Building Code (IBC), the Special Inspection and Testing Schedule and/or the project plans and specifications. The purpose of special inspections is to provide a review of the contractor's work designated by the project structural engineer as needing special inspection under the guidelines of the IBC to determine compliance with the approved construction documents. The special inspector doesn't have the responsibility or authority to, nor is it the intent of special inspections to have them, judge, or modify the construction documents. Only the structural engineer of record can do this. As the special inspections were completed, a Special Inspection Daily Report was prepared to summarize the results of our inspections and testing. A copy of this report was provided to the contractor's site representative for their review and records. As part of this report, items needing correction or discrepancies observed from the approved construction documents were noted. Plans and Specifications The provided plans and specifications or the plans available at the site were used for our inspections. Outland Builders, Inc. Project B1506733 November 3, 2015 Page 2 Summary of Special Inspections and Material Observations and Tests Soil Evaluation and Testing A geotechnical evaluation was performed by Element Materials Technology St. Paul Inc. and dated January 9, 2015. In this evaluation, soil borings were performed to evaluate subgrade conditions. The soil borings primarily encountered fill overlying glacial outwash soils with varying amounts of gravel. In the report to prepare for building construction they recommended either (1) removing all existing fill and bring the building area to final grade using compacted fill comprised of clean sand or (2) building on the existing fill. Through an email from Wayde Johnson with Outland Builders, Inc. dated July 23, 2015, we understand the owner chose to perform soil corrections below the future building pad. Soils exposed at structure subgrade elevations and in excavations were visually evaluated, while those below subgrade elevations and excavation bottoms were evaluated using hand auger borings, dynamic cone penetrometers and/or static cone penetrometers. These tasks were performed to determine if the observed and tested soils were consistent with those encountered by the geotechnical borings performed for the project, and suitable for support of the design structural loads. The hand auger borings were drilled with a 1 1/2 -inch -diameter hand auger. The borings were advanced in 2- to 4 -inch increments to depths of 2 to 4 feet below subgrade elevations or excavation bottoms (shallower penetrations typically occurred where larger gravel, cobbles and boulders were present). The auger was then withdrawn from the borehole to obtain cuttings. The soils encountered in the borings were classified in general accordance with ASTM D 2488, "Description and Identification of Soils (Visual/Manual Procedures)." Preliminary estimates of soil consistency and density were also evaluated based on resistance to penetration of the hand auger, and the turning resistance. The dynamic cone penetrometer (DCP) tests were completed using a solid metal rod fitted with a 1 3/8 -inch diameter conical point. The point is driven into the soil with a 17.6 -pound weight falling 22.6 inches. The number of blows required to drive the point each 6 -inch increment was recorded and then used to correlate the soils' relative density, consistency or compaction with that determined or estimated from the geotechnical borings, and also used as a basis to estimate the suitability of the soils to support the design Toads. This test procedure was generally used when granular soils were exposed at subgrade elevations or in excavation bottoms. Concrete Reinforcement We initially reviewed the reinforcement and dowel requirements on the project structural drawings and shop drawings, if available. Information reviewed included bar size, bar length, bar spacing, bar location, splice lengths and dowel placement. This information was then used to determine if the inplace reinforcement was placed in accordance with the requirements of the project plans and specifications. We also noted if the inplace reinforcement was free of rust, scale and soil. Concrete Placement Observations Concrete placement observations were performed to monitor the procedures being used by the contractor and to determine if they were consistent with typical industry standards. BRAUN INTERTEC Outland Builders, Inc. Project B1506733 November 3, 2015 Page 3 Fresh Concrete Testing Routine tests to determine the plastic concrete's slump, temperature and air content were done during each pour. In addition, concrete cylinders were cast at rates specified in the project specifications to evaluate the concrete's compressive strength. Concrete Compressive Strength Testing The cast concrete cylinders were temporarily stored at the site and then returned to our laboratory for moist curing and testing. The results of the concrete compressive strength testing were forwarded to the interested parties under a separate cover as they became available. General In performing its services, Braun intertec used that degree of care and skill ordinarily exercised under similar circumstances by reputable members of its profession currently practicing in the same locality. No warranty, express or implied, is made. Thank you for the opportunity to provide the special inspection and testing services for this project. After review of the attached Special Inspection Final Report, if you have any questions or require additional information, please call Jeremiah Yernberg at 612.685.5273. Sincerely, BRAUN INTERTEC CORPORATION ren iah R. Y berg Project Manager Steven B. Martin, PE Senior Engineer Attachment: Non -Structural Steel Special Inspection Final Report c: Bernie Stroh, Stroh Engineering David Unner, David Linner Architects BRAUN INTERTEC BRAUN INTERTEC The Science You Build On. Braun Intertec Corporation 1826 Buerkle Road St. Paul, MN 55411 Phone: 952.995.2000 Fax: 952.995.2020 Web: braunintertec.com Non -Structural Steel Special Inspection Final Report Page 1 of 2 City of: Eagan, Minnesota Date: November 3, 2015 Attention: Mr. Wayde Johnson Project: DG Welding Expansion 3265 Sun Drive Eagan, MN 55121 Braun Intertec Project: B1506733 In accordance with Section 1704 of the International Building Code and the agreed upon scope of services, the required special inspections and testing has been provided for the following items: Soils The required testing in the field and laboratory has been completed. The compaction testing done during placement of backfill and additional required fill indicated the procedures used by the contractor were adequate to compact the backfill and fill, and meet the project requirements. Observations and testing of the structure subgrades and excavation bottoms indicated that the exposed soils were consistent with those encountered by the geotechnical borings performed for this project, and were capable of supporting a net allowable bearing pressure of up to 3,000 pounds per square foot. There are no outstanding or unresolved soils -related issues. Concrete The required testing in the field and in the laboratory has been completed. The results have been forwarded under separate cover. The compressive strength testing indicates the concrete placed has met the project requirements. The placement procedures used were judged to have met the project requirements. There are no outstanding or unresolved concrete -related issues. Reinforcing Steel The reinforcement placement detailed in the attached Special Inspection Daily Reports was observed according to the requirements of the project plans and specifications. There are no outstanding or unresolved reinforcing steel -related issues. AA/EOE BRAUN INTERTEC Outland Builders, Inc. Project B1506733 November 3, 2015 Page 2 Conclusion Based upon the inspections performed, the testing completed and the attached Special Inspection Daily Reports, it is our professional judgment that, to the best of our knowledge, the inspected work was performed and completed in accordance with the approved plans, specifications, and applicable workmanship provisions of the International Building Code. Inspecting Firm: Braun Intertec Corporation I hereby certify that this plan, specification or report was prepared by me or under my direct supervision and that I am a duly Licensed Professional Engineer under the laws of the State of Minnesota. Steven B. Martin, PE Senior Engineer License Number: 41271 November 3, 2015 is Attachments:h MINnoit Steel Special Inspection Dairy Reports 1 through 3 ORAUN I NTE RTEC BRAUN INTERTEC Bloomington 11001 Hampshire Avenue S Minneapolis, MN 55438 Phone: 952-995-2000 Special Inspection Daily Report Client: Project: SI Report 1 Report Date: 8/21/2015 Outland Builders, Inc 4029 W. 125th St. Savage, MN 55378 B1506733 DG Welding Expansion 3265 Sun Drive Eagan, MN 55121 Special inspection Activity Date: 08/21/2015 Project Manager: Yernberg, Jeremiah Technician: Chapman, Rick - ID: 8158815 Weather: Sunny City Of: Eagan, MN Temperature: 60 Coverage ` Frequency Notes Concrete Construction Continuous Soils Periodic Description. of Work Completed Observed the bottom of the exterior footing excavations, grid A to E from 7 to 10, and interior column pad excavations, grid C-7.1, 8.3, C.9-7.1, 8.3. The soils encountered consisted of brown poorly graded sand at the above locations and engineered fill at grid E from 8 to 10. The soils encountered appear suitable for the design loads. Observed the reinforcing and concrete placement for the exterior footings and interior column pads at the locations above. Tests Performed HAPs, DCPs Slump, Air, Temperature, cast set #1 Discrepancies noted from this inspection? Yes [1 No t Report discussed with and sent to contractor? Yes Not Outstanding discrepancies on this project? Architect/engineer authorized changes to approved plans? (See description of work completed) Yes D Not Yes El Not To the best of our knowledge, work inspected was done in accordance with the approved plans, specifications and applicable workmanship provisions of the current IBC, except as noted above. Rick Chapman Page 1 of 1 BRAUN INTERTEC Bloomington 11001 Hampshire Avenue S Minneapolis, MN 55438 Phone: 952-995-2000 Special Inspection Daily Report Client: Project: SI Report 2 Report Date: 10/8/2015 Outland Builders, Inc 4029 W. 125th St. Savage, MN 55378 61506733 DG Welding Expansion 3265 Sun Drive Eagan, MN 55121 Activity Date: Technician: City Of: 10/02/2015 Chapman, Rick - ID: 8158815 Eagan, MN Project Manager: Yernberg, Jeremiah Weather: Sunny Temperature: 60 Soils Periodic Observed the interior slab subgrade prior to vapor barrier placement. The soils consisted of poorly graded sand and appear suitable for slab placement. HA Ps, DCPs Discrepancies noted from this inspection? Report discussed with and sent to contractor? To the best of our knowledge, work inspected was the current IBC, except as noted above. Yes El Not Yes El No0 Outstanding discrepancies on this project? Architect/engineer authorized changes to approved plans? (See description of work completed) done in accordance with the approved plans, specifications and applicable workmanship provisions of Yes D No:I Yes ❑ No a Rick Chapman Page 1 of 1 BRAUN INTERTEC Bloomington 11001 Hampshire Avenue S Minneapolis, MN 55438 Phone: 952-995-2000 Special Inspection Daily Report Client: Project: SI Report 3 Report Date: 10/8/2015 Outland Builders, Inc 4029 W. 125th St. Savage, MN 55378 B1506733 DG Welding Expansion 3265 Sun Drive Eagan, MN 55121 Special Inspection Activity Date: 10/08/2015 Project Manager: Yernberg, Jeremiah Technician: Chapman, Rick - ID: 8158815 Weather: Cloudy City Of: Eagan, MN Temperature: 55 Coverage Frequency ; Notes Concrete Construction Continuous Description of Work Completed Observed the reinforcing and concrete placement for the interior slab on grade, grid A to E from 7 to 10. Tests Performed Slump, Air, Temperature, cast set #2 and #3 Discrepancies noted from this inspection? Yesfl NoQ Report discussed with and sent to contractor? Yes No1=1 Outstanding discrepancies on this project? Architect/engineer authorized changes to approved plans? (See description of work completed) Yes E NoQ Yes D No El To the best of our knowledge, work inspected was done in accordance with the approved plans, specifications and applicable workmanship provisions of the current IBC, except as noted above. Rick Chapman Page 1 of 1 1 GOPHER RESOURCE -SCRUBBER ENCLOSURE 1 EAGAN, MN VICINITY MAP: GENERAL NOTES: ABBREVIATIONS: SHEET SCHEDULE CONT. 4 NEP AR .D AM AC AHU ALT ALUM AP APPROX ARCH AVG B.,MAS IT KG BD BO BLDG BUR GUN CPT OP CLO CMTBD CTR cr CLR COL CONC CMU CONST CONT CTRL CT DNATION CG CTOP DEMO 1371 DIP DIM DN DWG OF EA EW EWC ELK EP EL EMEV E GR EAST E 5 FOC FO FOS FT FRP FIN FE FEE A FIX FOR FFBE FLOR FDR FTG ITION FURN GALV GA GC GL G1AZ GET GBD HCHOLLOW HOWR x HT HM HB HR HYD IN INC L ID INT INV PLUS OR MINUSANITOR ABOVE ED FLOOR ACOUSTIUL CEILING TILE ADDITIONAL ADJUSTABLE, ADJACENT AIR CONDITIONING AIR HANDLING UNIT ALTERNATE ALUMINUM ACCESS PANEL APPROXIMATE CHITECT(URAL) AVERAGE BASEMENT BITUMINOUSB. BEARING BLOCKING DMECH BOTTOM OF Buhr BUILDING RooF NIT HEATER CARPET CAST IN LACE CEILING CEMENT BOARD CENTER CERAMIC TLE CLEAR COLUMN CONCRETE CONCRETE MASONRY UNIT CONSTRUCTION DOPMNWUS CONTROL TROT TOOT cOORNNER GUARD COUNTERTOP DEMOLISH, DEMOLITION DETAIL DIAMETERPUN DIMENSION DOWN DRAWING DRINKING FOUNTAIN EACH EACH WAY TRIC WATER COOLER ELEC0UCLAW ELECTRICAL PANEL ELEVATION ELEVATOR RGENCY E GINNER EQUAL P QUIMENT ETHYLENE PROPYLENE EXE MONOMER EXHAUST P/ EXPAxNIONAEXISTING JOINT EXTERIEXT IOR OR INSULATIONRT FINISH SYSTEM FABRICATEFAB FACS E EOF FINISHFACE OF MASONRY FACE OF SCUDS FEETOR FOOT FIBERREINFORCED PLASTIC PANEL JS WR PEVATOX FIRE AURNL Fl. EXTINGUISHER Fl. EXTINGUISHER CABINET FIXTURE XRE FIXTURES, FURNISHINGS, FLUORESCENT FLOOR FLOOR OWN FOOTING FOUNDATION FURNITURE GALVANIZED GAGE GENERAL CONTRACTOR GLAZING GROUND FAULT INTERRUPTER GYPSUM BOARDVERT RE HARDWARE HEATING. ENILN B AIR CONDITIONING HEIGHT HOLLOW METAL HORIZONTAL HOSE BIB HYDRANT RANT CLUDE(D), INCLUDING IDENTIFICATION INTERIOR INVERT Yr IST LAM LVL UV LTG LF LB 65 MF0. MO MAT MEMS MTU MTD NOM NEC NTS N/A OC OPG OPP OH 0.1OWNER 0501 P. PART PATT PLC PT PTV PIN PC PREFIX PROP Q0 QT R RWL LIEF RCP F RE an RR M AB SCHO SV SS STC EQ K STD STL SUSP TERR 1W TOF TON TOS row TEMP ttP LINO VB VCT WSCT WC WWF W W/ W W/o WD 0R6 JOINT JOIST LAMINATE LAMINATED VENEER LUMBER UVATOaY LENGTH LIGHTING LINEAL FEET ON, LOCATE POUND POUNDS MANUF.TURER MASONRY MASONRY MATERIAL OPENING MECHANICAL MEMBRANE METAL MEZZANINE MINIMUM SCELUNEOUS MOUNTED NOMINAL NOT IN CONTRACT NOT TO SCALE NOT APPLICABLE ON CENTER OPENING OPPOSITE OVERHEAD SUPPLIED,CONTRACTOR INSTALLED OWNER SUPPLIED, OWNER INSTALLED PAINT VMTNTTNIOx PNN UTE PLASTIC LAMINATE BRIDE PORCEUIN TILE POST INDICATOR VALVE POWER ROOF VENTILATOR PRECAST CONCRETE PREFINISHED PROPERTY OKKoarry 00300 QUARRY TILE RADIUS, LASER MIX WATER LEADER REFERENCE, REFRIGERATOR NEXCTED CEILING PLAN RIPORCEDUI REQUIREDUPI R ROOF DRAIN REVISED ROOM WH OPENING RUBBER UBBERT E SANITARY SCHEDULE SHEET VINYL SHOWER SIMILARFOM SOLIDDCORE SOLID SURFACE SOUND TRANSMISSION CUSS SQUARE H(S) 5pMRE SQUARE FEET AIMLESS STEEL STANDARD STEEL STRUCTURAL SUSPENDED TERRAZZO READ TOP OF CONCRETE TOP OF FOOTING TOP OF MASONRY TOP OF STEEL EEL TONGUET. AND GROOVE "E PH' TEMPORARY TOPOGMDEMPORARY TYPICAL UNLESS NOTED OTHERWISE VERTICAL VERIFY IN FIELD VINYL BASE Ix COMPOSITION TLE YL COMPO AINSCOT WATER CLOSET WATER MUTER WEIGHT E FABRIC WINDOW WITTI WITHOUT WOOD WATER RESISTIVE BARRIER 1. THE FOLLOWING GENERAL NOTES SHALL APPLY TO DRAWINGS AND GOVERN UNLESS OTHERWISE NOTED OR SPECIFIED. 2. THE CONSTOUCTON DOCUMENTS CONSIST OF DRAWINGS. 3. THE WORK DELINEATED IN THESE DRAWINGS SHALL CONFORM TO CODES, DARDS, AND REGUUTTONS THAT HAVE JURISDICTION IX THE STATE OF MINNESOTA AND THE CITY OF EAGAN. KRECH, O'BRIEN, - MUELLER & ASSOCIATES,,.r. Ax-Rwe Sinctmi En9:neern5 :0000005 6115 CANA1 Avenue Inver Grove Heights Mienesob 55076 THE GENERAL CONTRACTOR AND ALL SUB CONTRACTORS SHALL COMPLY WITH THE NATE MUNICIPAL AND REGULATORY AGENCIES, SHALL BE RESPONSIBLE FOR FILING FOR AND SECURING NECESSARY PERMITS AND APPROVALS FOR ALL TRADES, AND SHALL COMPLY WITH THE INSTRUCTIONS OF THE CONSTRUCTION DOCUMENTS. 651.451.4605 fox 651,451.0917 komoinct. f®nwinccan 5. COMPA. FIELD CONDITIONS WITH ARCHITECTURAL DRAWINGS. ANY DISCREPANCIES SHALL BE DIRECTED TO THE ARCHITECT FOR CLARIFICATION PRIOR TO FABRICATION AND/OR CONSTRUCTION. SUBMIT ALL NECESSARY SHOP DRAWINGS PRIOR TO FABRICATION FOR APPROVAL BY ARCHITECT. N RMATION OR DETAILS ON THESE SHEETS MAY BE USED ON OTHER PROJECTS wTTHOUT THE PERMISSION OF THE ARCHITECT, 6. THE FOLLOWING SHALL APPLY TO THE DRAWINGS AND GOVERN IN CASE OF AMBIGUITIES, DISCREPANCIES, OR IRREGULARITIES IN TIE CONSTRUCTION DOCUMENTS, MANUFACTURER'S INSTRUCTIONS, SITE CONOTTIONS, OR APPLICABLE CODES AND STANDARDS: REQUEST CLARIFICATION FROM THE ARCHITECT BEFORE PROCEEDING. THE COST OF WORK DONE AS A RESULT OF PROCEEDING WITHOUT OBTAINING CLARIFICATION WILL BE BORNE SOLELY BY THE CONTRACTOR. 7. DO NOT SCALE DRAWINGS. N. UNLESS OTHERWISE SHOWN OR NOTED, TYPICAL DETAILS SHALL BE USED WHERE APPLICABLE. 9. SAFETY PLEASURES: THE CONTRACTOR SHALL BE SOLELY AND COMPLETELY RESPONSIBLE FOR THE CONDITIONS OF THE JOB SITE, INCLUDING SAFETY OF THE PERSONS AND PROPERTY AND FOR INDEPENDENT ENGINEERING REVIEWS OF THESE CONDITIONS. THE ARCHITECTS OR ENGINEERS JOB SITE REVIEW IS NOT INTENDED TO I XCLUDE REVIEW OF THE ADEQUACY OF THE CONTRACTOR'S SAFETY MEASURES. 1 TH RK IS E RESPONSIBILITY OF THE GENERAL CONTRACTOR UNLESS NOTED OTHERWISE. 1L WITHIN THESE PLANS, 'OWNER' MEANS THE DESIGNATED REPRESENTATIVE(S) OF GOPHER RESOURCE. 12. THE TERM 'CONTRACTOR' p - REFER TO THE OWNER'S GENERAL CONTRACTOR AND THE GENERAL CONTRACTOR'S SUB -CONTRACTORS. R IS THE GENERAL CONTRACTOR'S RESPONSIBILITY TO DETERMINE THE DIVISION OF WORK AMONG SUB CONTRACTORS. 13. THE CONTRACTOR SHALL BE RESPONSIBLE FOR THE DISTRIBUTION OF DRAWINGS TO ALL TRADES UNDER HIS JURISDICTION. 14. ALL SUBSTITUTIONS MUST BE APPROVED IN WRITING BY TME ARCHITECT PRIOR TO ORDER PLACEMENT. 15. SIMILAR MATERIALS INDICATED ON DIFFERENT PLANS, SECTIONS AND DETAILS, ANO ANNOTATED ON ONE OR MORE PLANS, SECTIONS OR DETAILS SHALL BE CONSIDERED ANNOTATED, NOTED OR LABELED COMPLETELY ON ALL PUNS, SECTIONS B DETAILS. 16. CONTRACTORS ARE TO VERIFY SITE INFORMATION BEFORE STARTING CION. EXISTING SITE CONDITIONS SHOWN ON TILE DRAWINGS MAY NOT NOT ALL EXISTING SITE CONDITIONS. CONTRACTORS SHALL VERIFY EXISTING CONDITIONS Ano NOTIFY THE ARCHITECT IN WRITING OF ANY DISCREPANCIES WITH THE DRAWINGS, 17. THE LOCATION AND SIZE OF EXISTING UTILITIES ARE SHOWN IN AN PPPROXIMATE LOCATION ONLY FOR CONVENIENCE. VERIFY EDSTING UTILITIES RIOR TO CONSTRUCTION START, REGARDING CONTRACTOR'S USE OF PREMISES, TIME RESTRICTIONS FOR PERFORMING WORK ARE TO BE VERIFIED WITH UNOLORD AND ALL UTILITY OUTAGES AND SHUTDOWNS n5 STALL BE COORDINATED WITH THE WI DLORD. DRAWING SYMBOLS: DETAIL NUMBER SHEET WHERE SECTION IS LOCATED ®OVERALL GOPHER SITE PLAN i" = 200'-0.. EARTH OR FILL BUILDING SECTION NUMBER SHEET WHERE SECTION IS LOCATED PO.US L OR GRAVEL HERENT SECTION NUMBER SHEET WHERE SECTION IS LOCATED EVATION NUMBER r IS LOGIEDNLEE SECROx A EMENTELEVAsT NNUMBER r 15 EEC WHERE SECTION LOCATED CLOUD AROUND REVISION REVISION NUMBER ROOM WHERE DOOR IS LOCATED CHU CONCRETE BITUMINOUS BRICK GYPSUM BOARD STEEL STUD STRUCTURAL WOOD FINISHED WOOD DOOR LETTER POINT OR DAVM POINT PLYWOOD BATT INSULATION GRID REFERENCE GRID LINE EXISTING GRID REFERENCE WALL TYPE RIGIDINSULATION EXTRUDED RIGID INS LATION WINDOW WINDOW TAG �l— CENTERLINE SYMBOL ROSTER: CIVIL NEER: LOUCKS ASSOCIATES 7200 HEMLOCK UNE, SUITE 300 MINNEAPOLIS, MN 55369 763.421-5505 PHONE W W W.I000KSAS50CUTE5.COM KRECH. O'BRIEN, MUELLER B ASSOCIATES, IXC. 6115 CAHILL AVENUE INVER GROOVE HEIGHTS, Mx 55076 651-651-4605 PHONE WWW.KOMAINC.COM STRUCTURAL ENGINEER: KRECH, O'BRIFX. NVELLER B ASSOCIATES, INC. 6H45 CAHILL AVENUE vER GROVE HEIGHTS, MN 55076 66l-451-4605 PHONE OMAINCCOM . PLUMBING MARTIMECHANICAL ENGINEER: EVZN ER ENGINEERING O OLD CEDAR AVE. SOUTH, SUITE 100 BLOOMINGTON, MH 55425 52854-1876 PHONE W W W.MARTINP:VZNER.COM ELECTRICAL ENGINEER: WENCK RTES, INC 1800 ER CREEK CENTER P.O. BOX 249 MAPLE PUIN. MN 55359 763-479-000 ONE WWW WENCK.COM SHEET SCHEDULE SHEET SCHEDULE CONT. TS TITLE SHEET 1.1001 MECHANICAL TITLE SHEET CD -1 CODE PUNPLANS C1.2 SITE DEMOLITION PUN6. M003 HEAT 0 ve nUnox PUNS — 1 SITE PAN OVERALL N TEAL SITE PIAL u U-1 C4-1 GRADINGB DRAINAGE PAN UTILITY PUN i M005 BUILDING AUTOMATION. TEMP CONTROLS .00 FLOOR PUNS E100 E10 SC.BBER BUILDING ELECTRICAL SITE X NG ONE LINE 1 AM FLOOR PUNSPLAN PUNS AT MCC/CONTROL RM A5 N/S ELEVATIONS E�w ElEv4n05 93020 BUILDING GROUNDING SCHEDULES G SEC ONS SCHEDULES — A500 WALL SECTIONS E105 LIGHTING PIAN A600 a A601 DETAILS DETAILS -WINDOWS g EIDE E 107 LIGHTING PAN LIGHTING MAN DETAILSt7, - LOWERS El. LIGHTING PLAN A603 ROOF DETAILS / DOOR SCHED/ PRODUCT SPECS wMCC El. ROOM/CONTROL RWM LAYOUT PROCESS POWER/INSTRUMENT PLA" St00 STRUCTURAL XOTES A SPECIAL INSPECTIONS E111 E112 PROCESS POWER/INSTRUMENT PUN PROCESS POWER/INSTRUMENT PLAN OUNDATIONU PN EI13 PROCESS POWER/INSTRUMENT PUN 5201 CONCRETE SUN PLAN E120 BU ILDING MKHANICAL POWER PLAN 5202 AILL ESL ROOM PUNS AND E121 E120 BU ILDING MECHANICAL POWER PLAN BUILDING MECHANICAL POWER PLAN Z .04 X FRAMING PUN AND DETAILS TF FRAMING PLAN .05 OUR SUPPORT PLAN S300 S301 F.MING ELEVATIONS SCREEN ELEVATIONS SCREEN FRAMING ELEVATIONS .00 FOUNDATION SECTIONS AND DETAILS .01 FRAMING S AND DETAILS 5402 FRAMING SECTIONS AND DETAILS RECEIVED SFP 2 7013 PROJECT: 13149 DRAWN BY: KDD CHECKED BY: BRM DATE: 9-20-2013 REVISIONS: PRELIMINARY - NOT FOR CONSTRUCTION City of Eago 3830 Pilot Knob Road Eagan MN 55122 Phone: (651) 675-5675 Fax: (651) 675-5694 Use BLUE or BLACK Ink For Office Use Permit #: / 5/0 Permit Fee: Date Received: Staff: 2015 COMMERCIAL PLUMBING PERMIT APPLICATION Please submit two (2) sets of plans with all commercial applications. Date: ct/22/Ia Site Address: 326)5 SIM DCIA. Tenant: bG meld;el Suite #: Name: Phone: Name: 5elf tatS tIaMb�r� IAC. License#: 05$655 Address: HZ E S 01-1 aueie, ii31 City: 061.56 State: OM Zip: 555Ig Phone: (952) 361-012V Email: --S15o11@Ste+n641,150UM6tncoot/ J( New _ Replacementl_ jRepair _ Rebuild _ Modify Space _ Work in R.O.W. Description of work: PliiMbe5 j ar12 ,A ywo3 Qa�a ,o n COMMERCIAL New Construction Modify Space Irrigation System ( yes / _ no) ( RPZ / _ PVB) • Rain sensors required on irrigation systems • Avg. GPM (2" turbo required unless smaller size allowed by Public Works) Meters Call (651) 675-5646 to verity that tests passed prior to picking up meter. Domestic: Size & Type Fire: 1 Avg. GPM High demand devices? _Yes _No Flushometers _ COMMERCIAL FEES $60.0!) Permit Fee Minimum includes State Surcharge *If contract value is GREATER than $2,010, Surcharge = Contract Value x $0.0005 If the Project valuation is over $1 million, please call for Surcharge oo Contract Value $ I (o) x .01 j = $ 1 69 g rJ— Permit Fee ciQ = $I Surcharge*` • U� = $ TOTAL FEE Following fees apply when installing a new lawn irrigation system Contact the City's Engineering Department, (651) 675-5646, for required fee amounts. $ Water Permit $ Treatment Plant $ Water Supply & Storage $ State Surcharge =$ TOTAL FEE CALL BEFORE YOU DIG. Call Gopher State One Call at (651) 454-0002 for protection against underground utility damage. 1 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; tiat 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 accordar ce with the approved plan in the case of work which requires a review and approval of plans. x ,a%A 5k(?ad\ 'f4 d5 Applicant's Printed Name A icant's Signature Flt USE Required Inspections:. eter Related Items: anon Page 1 of 3 r City otEtall 3830 Pilot Knob Road Eagan MN 55122 Phone: (651) 675-5675 Fax: (651) 675-5694 Use BLUE or BLACK Ink For Office Use Permit#: gZ c' Permit Fee: Date Received: Staff: tan 2015 FIRE SUPPRESSION SYSTEMS PERMIT APPLICATION Date: q 23- 2(9/ S—Site Address: 3.26C �k-I 44116 Tenant: 1) 4 /J60/;‘)(4 M F6. Phone: Suite #: Address / City / Zip: Applicant is: Owner Contractor Description of work: CX Q Fle/4407e-a AA/vb+J rgan 6749-10-4 5/515401- Construction Cost: /02 4400 Estimated Completion Date: /°_ 30- 2/S ......._.............. ........... . Name:fieo"frieg. ri RCS laen J License #: C. / w Address: 7S--(..vc4. 1/1-y i 'ei g EAST City: (� 7%i 67 -44,64 -- State: J, -- State: PW Zip: c -C1( Phone: los( 4V--42-00 Contact: DRQ (a420A-- Email: D6A-`�$ �iiri6 1 / tA), 69, FIRE PERMIT TYPE X_ Sprinkler System (# of heads '%) _ Fire Pump Standpipe Other: WORK TYPE New ,Addition Alterations Remodel Other: DESCRIPTION OF WORK: FEES Commercial $60.00 Permit Fee Minimum includes State Surcharge Residential *If contract value is GREATER than $2,010, Surcharge = Contract Value x $0.0005 If the project valuation is over $1 million, please call for Surcharge $100.00 Residential New (includes State Surcharge) 3/4" Displacement Fire Meter - $270.00 Educational Contract Value $ /ash® x .01 Permit Fee = $ Surcharge* TOTAL FEE = $ Fire Meter =$ /.2'/va _$ /30.2-0 = $ / 3O. 2-0 TOTAL FEE **Requirements: 2 complete sets of drawings and specifications, cut sheets on materials and components to be used I hereby apply for a Fire Suppression System permit and acknowledge that the information is complete and accurate; that the work will be in conformance with the ordinances and codes of the City of Eagan and with the Minnesota Building/Fire Codes; that 1 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 Jae 6A -2,4 - Applicant's Printed Name Applicant's Signature i REQUIRED INSPECTIONS Conditions of Issuance: Flow Alarm Pump Test City of Eaall 3830 Pilot Knob Road Eagan MN 55122 Phone: (651) 675-5675 Fax: (651) 675-5694 JAN 1 5 2016 2015/COMMERCIAL BUILDING PERMIT APPLICATION Date: 1- /57-1 to Site Address: 3 CS 0 i Use BLUE or BLACK Ink For Office Use Permit #: /3Z11 Permit Fee: Date Received: Staff: Tenant Name: a b CT Gv E LO/ili G -- Name: (Tenant is: New / A_ Existing) Suite #: j Former Tenant: / (� c� 6j 0 P G WILD) r" �_ Phone: (05/ !&8O S Address / City / Zip: '30%05 S U WJ r--)146,44.) /✓1 �%, Applicant is: Owner Contractor A Description of work: ��T Roo / �' m 1 f"D®1 ricin Construction Cost: 14) Name: Address: 06- to gEty License #: S U N fiR City: E/7CJ19N State: /1A Zip: 55I c� l Phone: Ca 5/ 'SS `?3 Contact: Email: Name: rt)N i/ Registration #: /418/9 Address: /0/00 ORGA v AUSCity: 3LOJI / NG-ro 1✓ State: 1' ' Zip: 5-5‘13 i Phone: 95()_-- V' D '7 — 4f5 Contact Person: D P VC Email: Licensed plumber installing new sewer/water service: JAI A% Z, E L. Phone #: 66/ CALL BEFORE YOU DIG. Call Gopher State One CaII at (651) 454-0002 for protection against underground utility damage. Call 48 hours before you intend to dig to receive locates of underground utilities. www.gooherstateonecall.orq I hereby acknowledge that this information is complete and accurate; that the work will be in conformance with the ordinances and codes of the City of Eagan; that I understand this is not a permit, but only an application for a permit, and work is not to start without a permit; that the work will be in accordance with the approved plan in the case of work which requires a review and approval of plans. x )4,AA) tbLJv,t Applicants Printed Name 0Q4'11. Applicants bignature Page 1 of 3 SUB TYPES Foundation Commercial / Industrial Apartments Miscellaneous DO NOT WRITE BELOW THIS LINE Public Facility Accessory Building Greenhouse / Tent Antennae WORK TYPES _ New _ Interior Improvement Addition_ Exterior Improvement Alteration_ Repair _ Replace _ Water Damage Salon Owner Change DESCRIPTION fly r6lt� R-4,6 Al Valuation /OAOas- Occupancy Plan Review o/ Code Edition (25%_ 100% V`) Zoning Census Code Stories # of Units © Square Feet “'- # of Buildings I Length Type of Construction Trig Width _ Exterior Alteration -Apartments _ Exterior Alteration -Commercial Exterior Alteration -Public Facility Siding Reroof Windows Fire Repair _ Demolish Building* _ Demolish Interior _ Demolish Foundation Retaining Wall *Demolition of entire building - give PCA handout to applicant S . ( MCES System 20 l S /1458e- SAC Units 2 5A Urt/I15 PIEa/fe vStq CettEe.M.b �y �( City Water Booster Pump PRV Fire Sprinklers REQUIRED INSPECTIONS _ Footings (New Building) Footings (Deck) Footings (Addition) Foundation Drain Tile Roof: _Decking _Insulation _Ice & Water _Final Framing Fireplace: _Rough In _Air Test _Final Insulation Meter Size: _sL Pow Pr 132117 Sheetrock Final / C.O. Required Final / No C.O. Required Other: Pool: _Footings _Air/Gas Tests _Final Siding: _Stucco Lath _Stone Lath _Brick Windows Retaining Wall Erosion Control Concrete Entrance Apron Final C/O Inspection: Schedule Fire Marshal to be present:y/ Yes Reviewed By: e'er G , Building Inspector COMMERCIAL FEES Base Fee Surcharge Plan Review MCES SAC City SAC S&W Permit & Surcharge Treatment Plant Treatment Plant (Irrigation) Park Dedication Trail Dedication Water Quality zsa 7s 7.op lb2.aq Water Quality Water Sampling Fee Storm Sewer Trunk Sewer Trunk Water Trunk Street Lateral Street Water Lateral Other: No Reviewed By: TOTAL ,r20 .711 Planning Page 2 of 3 Feb. 5. 2016 9:21AM Wenzel Plumbing No. 6439 P. 1 41/` City of Eta 3830 Pilot Knob Road Eagan MN 65122 Phone: (651) 675.5675 FEB (15 1016 �Q J;¢liFax: (651) 875-5694 131 ince' 2016 COMMERCIAL PLUMBING PERMIT APPLICATION Please submit two (2) sets of plans with all commercial applications. Y_6 j 2 1417/� Use BLUE or BLACK ink For Office Useb( fi' Penh #: /��9 CI Permit Fee: Date Received: Staff: Date: 2/5/2016 Site Address: 3265 Sun Drive Tenant: DG Welding Sults #: J Property Owner• DG Welding Name: g Phone: 612-518-8122 Contractor Name: Wenzel -Plymouth Plumbing, LLC License #: PM061555 Address: 1959 Shawnee Rd #130 City: Eagan State: MN Zip: 55122 Phone: 651-319-4137 Email: cmichles@wppmn.com Type of Work'. ' — New Replacement Repair Rebuild Modify Space Work in R.O.W. — — — — Description of work: Complete ADA Bath, UG PLBG Previously Roughed -In " Permit.Type ' COMMERCIAL New Construction Modify Space _ _i„ Irrigation System (. yes / no) (� RPZ /_ PVB) • Rain sensors required on Irrigation systems • Avg. GPM (2" turbo required unless smaller slze allowed by Public Worcs) Meters Cali (651) 6756846 to verity that tests passed prior to picking uD meter. _ Domestic; Size & Type Fire: 1 Avg. GPM High demand devices? Yes �No Flushometers _Yes _No COMMERCIAL FEES $60,00 permit Fee Contract Value $ 5987 x .01 Minimum 60 $60.00 PVB/RPZ Permit Surcharge = Contract If the project valuation = Permit Fee (includes State Surcharge) = 4-25-- -19 Surcharge Value x $0.0005 / $46....." l•® TOTAL FEE is over $1 million, please call for Surcharge = Following fees apply Contact the City's Engineering when installing a new lawn irrigation system $ Water Permit Department, (651) 675.6646, for required fee amounts. $ Treatment Plant $ Water Supply & Storage $ Slate Surcharge = $ TOTAL FEE CALL BEFORE YOU.IG,. Call Gopher State One Cali at (851) 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 Carl Michels Applicant's Printed Name Applicant's Signature �-� : 'bate: •����%; FOR OFFICE.USE Approved`Ey: Required Inspections: Under Ground ._ough-In Nest ._Gas Test • Final PRV Requir'ed:'_-; Yes Metelr�Related Items: Meter Size 'Radio.'Re• ad.' Manometer Staff: 6/11f// W%eAJ APe-,� r ,e6 Ackvt° 46'57-,3/ 5//677 Page 1 of 3