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2941 Center Ct Use BLUE or BLACK Ink f, . f r / l For Office Use I of Eajan C o ! Permit _ i / I Pemifl Fee: - rZ 3830 Pilot Knob Road 0 Eagan MN 55122 RECEIVED j Date Received: Phone. (651) 675-5675 i i Fax: (651) 675-5684 I staff: O 2 2010 i L----------- _ _ _ -I 2010 MECHANICAL., FERMI APPLICAWN .ate° / r Site Address: Tenant: Ali e 5 k Suite RESIDENT / OWNER Name: e /6 G 1111- Phone: - S y2 - 5 S- Address/ City /Zip: CONTRACTOR Name: l./ 6/m, m C-A&n% ce? License Address: l Co-7 O S SlL t l32 Cdy. `40 ..S-,-' State: M Zip: Phone: , `11, Contact: 8 L,"V1 t' Email: TYPE OF WORK New ~Replacement Additional Alteration Demolition Description of work: c-e ilGt V NOTE: Roof mounted and ground mounted mechanical ipment is required to be screened by City Code. Please contact the Mechanical Inspector for Information on permitted screening methods. RESIDENTIAL COMMERCIAL PERMIT TYPE Furnace New Construction Interior Improvement Air Conditioner - Install Piping - Processed - Air Exchanger Gas >e Exterior HVAC Unit - Heat Pump - Under! Above ground Tank t_ install l_ Remove) When installingtremoving tank(s), call for Inspection by Fire Other Marshal and Plumbing Inspector RESIDENTIAL FEES: $50.50 Minimum Add-on or alteration to an existing unit (includes $.50 State Surcharge) $80.50 Fire repair (replace burned out appliances, ductwork, etc.) (includes $.50 State Surcharge) $ TOTAL FEE COMMERCIAL FEES: $70.50 Underground tank installation/removal OR Contract Value x1% $50.50 Minimum (includes State Surcharge) $ (o le c w~ Permit Fee - it Perm+E Fee is less than $1,0K surcharge is $.50. - if r t e is > $1,000, surcharge increases by $.50 for each = $ Surcharge $1,000 Permit Fee (i.e. a $1,001-$2,000 Permit Fee requite a $1.00 surcharge). 7T, 00 = $ TAL FEE J'S&L QEES2BE YQU 121Q Call Gopher State One Call at (851) 454-OM for protections against underground utility damage. Call 48 hours before you intend to dig to receive locates of underground utilities. 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 t understand this is not a permit, but only an application for a permit, and work is not to eta 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 pia jr A It~ X Applicant's Printed Name A 1 s 9 atu FOR OFFICE USE Reviewed BY. Date: 4 6 Required Inspections: Under Ground Rough In _Air Test ____Gas Service Test -in-floor Heat kg:F~inal Exterior HVAC Screening Inspection yr EAGAN Remarks Addition EAGI,NDALE CMER #,1 Lot 11 Rik 5 Parcel 10 22500 110 05 Owner Street State Eagan, MN 55122 Improvement ' Date Amount Annual Years Payment Receipt Date STREET SURF. 1972 2 846.oo 284.60 10 STREET RESTOR. GRADING 1971 598.00 59-80 10 SAN SEW TRUNK 1968 0 . 10.10 0 SEWER LATERAL 1970 1 WATERMAIN WATER LATERAL 1970 15 * WATER AREA 1970 15 * STORM SEW TRK 1970 1 * STORM SEW LAT 1970 is CURB & GUTTER SIDEWALK STREET LIGHT WATER CONN. BUILDING PER. SAC PARK 6 u~ ~ ctil INSPECTION RECORD CITY OF EAGAN PERMIT TYPE: 3830 Pilot knob Road Permit Number: Eagan, Minnesota 55123 Date Issued: ' (612) 681-4675 SITE ADDRESS: APPLICANT: PERMIT SUBTYPE: TYPE OF WORK: INSPECTION TYPE .DATE INSPTR. INSPECTION TYPE DATE INSPTR. ,Ili , 1 1'.~ , I Oil 1 n L~ J Permit No. Permit Holder Date Telephone 8 S/W KUMBING SiVAC ELECTRIC "'1,50-60 ELECTRIC Inspection Date Insp. Comments Footings 1~3 - y ~Z✓ Foundation 1p Framing Roofing Rough Plbg. 7f~ illf~j Rough Htg.~ ]Sul. Fireplace Ile Final Htg.-/6 ~ODI ` Orsat Test Final Plbg. ZQ~ Plbg. Inspector- Notity Piumber Const. Meter ///YYY Engr./Plan a Bldg. Final a4 f !4 0 `2j 0t, Deck Fig. 1iri9t 'eti ~ W~ Me ~r Deck Final ; fl c~an,s Well G. 3 i~' o GI-~.u~-• INSPECTION RECORD CITY OF EAGAN PERMIT TYPE: i 3830 Pilot Knob Road Permit Number: , r. Eagan, Minnesota 55123 Date Issued: 4 (612) 681-4675 SITE ADDRESS: APPLICANT: r ll i l r;±..: ; PERMIT SUBTYPE: TYPE OF WORK: INSPECTION DATE INSPTR. • TYPE DATE INSPTR. I fF L Permit No. Permh Holder Date Telephone • S/W PLUMBING HVAC ELECTRIC ELECTRIC Inspection onto Insp. Comments Footings I Foundation Framing Roofing Rough Plbg. Rough Htg. Isul. Fireplace Final Htg. Orsat Test Final Plbg. Plbg. Inspector- Notify Plumber Const. Meter EngrJPlan Bldg. Final Deck Ftg. Deck Final Well Pr. Disp. V ~~icate of cccupanc4 Brij of W-agan 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: COMW IND 20962 Use Classification: Bldg. Permit No. 13-4 iL--i 11-N 5 Occupancy Type E" DM FORM 2 S+ S-~~-.,~4gl1flOTA nWAA1 Owner of Building 29., CENTER CT Address 1 Building Addow Locality AUGUST 20, 1993 Due: Banding Official POST IN A CONSPICUOUS PLACE 95;4r~zy~ al W-Gel 60 Req st Dele Fi o. Dough-in Inspection _ Raquired7 ❑ Reedy Now Re Inspector A -Z es G No When en Ready. I1A licensed contractor 0 owner hereby request inspection of above electrical work at: Job Address (Street. Box or Route No.l City 274 ! e,, " Cap f~6 At A) Section No. Township Name or No. PR ya 4v -1 Coin 41 W 0- /a Occupant (PRINT) Phone No. rlly pae C t~ R & lab 4&3?- Power Supplier Address IUELG c4, Ve Elecm ai Comr ;,r ICOmpany Na I Contractor's License No. L 12 m' (j/Z07 k1n Mailing Address (Contractor or Owner Mating Installation L SC ~b X11+1/ S X35 Auln nze Signature (Contractor/Owner Making Installahonl Phone`~N/1u (m~/brek0r L ~~qj 6 V V VZ 01 th 'A ) MINNESOTA STATE BOARD OF ELECT y THIS INSPECTION REQUEST WILL NOT Griggs-Midway Bldg. - Roam S-173 BE ACCEPTED BY THE STATE BOARD 1821 University Ave.. St. Paul. MN 55104 UNLESS PROPER INSPECTION FEE IS Phone (612) 642-0800 ENCLOSED. REQUEST FOR ELECTRICAL INSPECTION g, E~~~ ocaol_ae/ ► See instructions_tur completing this loan on back of yellow copy, "X" B IT. 20 elow Work Covered by This Request •t y U New Add Rep. Type of Building Appliances Wired Equipment Wired Home Range Temporary Service Pit Duplex Water Heater Electric Heating Apt. Building Dryer Other (Specify) Comm./Industrial Furnace Farm Air Conditioner Other (syeccfy) Contractors Remarks'. Compute Inspection Fee Below. # Other Fee # Service Entrance Size Fee # Circuits/Feeders Is 1Swimming Pool 0 [0 200 Amps Jg r 0 to t00 Amps Irp Transformers K .~Q Above 200 !~2~Amps Above 100-Amps Signs Inspectors Use Only: TOTAL If Irrigation Booms fQ • 'r Special Inspection r Alarm/Communication THIS INSTALLATION MAY BE ORDERED DISCONNECTED IF NOT Other Fee COMPLETED WITHIN IS M S. I, the Electrical Inspector, hereby Rough-In certify that the above inspection has Final ~+n Date E been made. 1 '7 OFFICE USE ONLY This request void 18 months from Metropolitan Council Environmental Services SAC PAYMENT FORM The Metropolitan Council Environmental Services has determined that Company Name: Huebsch Laundry Co Facility Address: 2941 Center Courti Community: Eagan Permit Number: 1094 is required to obtain 10 Service Availability Charge (SAC) units at the 2005 rate of $1,450 per unit for an increase in the volume of wastewater discharged to the Metropolitan Disposal System. Payment of applicable SAC is a Permit Condition described in Section 205.00 of the "Waste Discharge Rules for the Metropolitan Disposal System." Total amount due: $14,500 by 5/31/05 Note: Payment of SAC does not relieve companies of charges assessed by communities for an increase in the volume of wastewater discharged through the local sanitary sewer. VERIFICATION OF PAYMENT To be completed by Community official I verify that Huebsch Laundry Company (Company name) has paid 10 SAC units on May 31 , 2005 (date) Signed: Office Supervisor (name) (title) representing: City of Eagan (Community name) Distribution: The City of Eagan should retain a copy of this signed form. Huebsch Laundry Co should retain the original and send a copy to the MCES Industrial Waste & Pollution Prevention Section, 455 Etna St, Suite 27, St Paul, MN 55106-5849. Thank you. A 158954 EAU CLAIRE. WI 54702 HUEBSCH 79298 3605 WHITE AVE. a P.O. BOX-g04 , - EAU CLAIRE, WISCONSIN 54702 Check Date 5/13/05 . AMOUNT $14,500'00 PAY Fourteen Thousand Five Hundred Dollars And 00 Cents TOTHE_ ORDER OF City of Eagan `3830 Pilot Knob Rd Eagan MN 55122 I'mI'Sa9541I' 1:091a028801C '09100000931I' ti ® 159102 - S&CBANK EAU CLAIRE, WI 54702 HUEBSCH '92889'8 T i 3605 WHITE AVE. - P.O. BOX 904 EAUCLAIRE, -WISCONSIN 54702' ` AMOUNT aOO-~ l..t f~~~✓ PAY'- TO, HE ORDER OF flu' i'S9 10 211' 1:09 180 28801: 09 1000009311' 2004 COMMERCIAL PLUMBING PERMIT APPLICATION (o (o i d CITY OF EAGAN , 3830 PILOT KNOB ROAD, EAGAN MN 55122 651-675-5675 Date 6O 1-Del Site Address O7~ yl Gzwyg~e C7-~ Unit # Tenant Name /T (/,6B6CW L /.(bEA) Former Tenant Name Property Owner 11U..E,BS'C/Y G /-'rj--.C J Telephone # (6SI) y 'ts~~ Contractor GJ+~.~T~L Ae6e&-pe/+),o Address Je7/O City X r d tJ1 State /yI✓ Zip Telephone # (0/,i/) V9d - /S95 The Applicant is Owner Contractor - Other Work Type _ New Bldg _ Add-on _ Repair RPZ _ PVB Irrigation system - y' JJeeerrrvv Woobscludl to calrulate fees. Required mrler size is 22" hobo unless smaller size permitted by Public Works Description of Work / zJ l to g/mul Z40 To inquire if Pressure Reducing Valve is required on new service, call 651-675-5646 Meters - Call 651-675-5300 to verify that hydrostatic, conductivity, and bacteria tests passed Prior to nicking up meter Irrigation Size & Type Avg GPM Fire Size & Price 3/4" displacement $155.00 Domestic Size & Type Avg GPM Includes high demand devices? - Yes _ No Flushometers _ Yes - No PRV Required _ Yes _ No Permit Fee $50.50 minimum (includes State Surcharge) Contract Value $ x 1% _ $ 50+ Base Fee $ Meter(s) Required on all new buildings & boulevard irrigation systems $ Radio Meter Read If base fee is $1,000 or less, surcharge is $.50 $ ~G State Surcharge If base fee is over $1,000, surcharge is $.50 per $1,000 of the Base Fee Following fees apply only when installing new irrigation system $ Water Permit Contact Jerry Wobseball at 651-675-5014 for required fee amounts FA {fin L Treatment Plant G 3$1 Water Supply & Storage $ State Surcharge - - $ $ ~0 + Total Fee I hereby apply for a Commercial Plumbing 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 Plumbing Codes; that I understand this is not a permit, but only an application for a permit, and work is not to start without a permit; that the work will be in accordance with the approved plan in the case of work which requires a review and approval of plans. Applicant's Printed Name Applicant's Signature CITY USE ONLY REQUIRED INSPECTIONS: _ U.G. Air Test - Gas Test _ Rough In Final PLANS SUBMITTED APPROVED BY: BUILDING INSPECTOR General Information • Radio Meter Read (required on all new buildings & boulevard irrigation systems- $141.00 • RPZ's must be rebuilt every five years. A minimum fee permit per address is required for RPZ rebuilding or repairing. • Water meters include copper horn/strainer, remote wire, and touch-pad meter GPM METERS USE PRICE GPM METERS USE PRICE 1-20 5/8" residential $121.00 4-120 1-1/2" irrigation syst $ 788.00 displacement sm commercial turbine" roust receive maxinunn continuous approval 10 from Public Works 2-30 3/4" lawn irrigation $155.00 4-160 2" turbine Ig irrigation syst $ 992.00 maximum displacement residential & continuous sm commercial production lines 15 3-50 1" displacement very Ig res $200.00 1/4 to 160 2" compound bldgs over $ 1,880.00 bldg to 24 units 65 units maximum sm commercial & continuous & Ig comm bidgs 25 irrigation systems 5-100 1-1/2" bidgs 25-64 units $488.00 maximum displacement & continuous most comm bldgs 50 METERS REQUIRING 30-DAY ADVANCE NOTICE PRIOR TO PICK UP GPM METERS USE PRICE GPM METERS USE PRICE 5-350 3" turbine very Ig irrigation $1,338.00 6-500 4" compound +300 unit bidgs & $3,749.00 syst & production very Ig comm bidgs lines 1/2-320 3" compound +200 unit bidgs $2,407.00 10-1000 G' compound +400 unit bidgs $6,124.00 very Ig comm bidgs very la comm bldgs 15-1000 4" turbine very Ig irrigation $2,384.00 syst & production lines Comments • To schedule inspection of the inside water line and backflow preventer, call 651-675-5675. • To arrange for water turn-on, call 651-675-5300. cc: Maintenance Division Clerical Technician Updated 8/03 PERMIT cJE CITY OF EAGAN PERMIT TYPE: UILDING 3830 Pilot Knob Road Eagan, Minnesota 55123 Permit Number: 020962 (612) 681-4675 Date Issued: 05/19/93 SITE ADDRESS: 2941 CENTER CT LOT, 11 BLOCK: 6 EAGANDALE CENTER INDUSTRIAL PARK #1 P.I.N.: 10-22500-110-05 DESCRIPTION: HUEBSCH LINEN Buildirg Permit Type COMM./IND. Building 4ork Type NEW ,-'tlBC Occupancy B-2 Construction Tlype II-N SPR y'f Zoning I1 Building Length v 200 Building width 100 S4uare feet 19,712 \s f. it ; 4To C11 rJul , 0c, REMARKS: S & W PLBR - FEE SUMMARY: VALUATION $500,000 Base Fee $2,039.50 CITY SAC $300.00 Plan Review $1,325.68 S & W PERMIT $100.00 Surcharge $250.00 S & W SURCHARGE $.50 SAC $2.250.00 TREATMENT PLANT $972.00 SAC % 100 ROAD UNIT $2,106.00 SAC Units 3 PARK DEDICATION $1,967.50 Subtotal $5,865.18 TRAIL DEDICATION $1.537.20 Total Fee $12,838.38 CONTRACTOR: - Applicant - OWNER: RYAN CONST INC. R J 28664632 HUEBSCH LINEN & UNIFORM 6511 CEDAR AVE S 2515 NORTHLAND OR MINNEAPOLIS MN 55423 MENDOTA HEIGHTS MN (612) 866-4632 I hereby acknowledge that I have read this application and state. thtit the information is correct and agree to comply with all applicable 5t,,ate of Wt. Statu s and City of Eagan Ordinances. ~nr1a Roil lmd APPLICANT/PERMITE IG R ISSUED Y. SIGNATURE ~ REACTIVATE. - Ui IT ur rj-%wf+n PERMIT-# 1993 BUILDING PERMIT APPLICATION $12 O Q 681-4675 SINGLE & MULTI-FAMILY 2 sets of plans, 3 registered site surveys, 1 copy of energy cases. COMMERCIAL 2 sets of architectural & structural plans, i set of specifications, 1 copy of energy calcs. Penalty applies: 1) when permit is typed, but not picked up by last working day of month. in which request is made, 2) address is changed or 3) lot change is requested once permit is issued. Date 1 Valuation of work 04 6 Site Address: C1 y STREET SUITE M Tenant Name: (commercial only) fTu~✓SG6L [~/•yr.v'-_ `/",V/ ,4irt LOT BLOCK SUBD.C~ { P.I.D. N , A. . Description of work.: el 7-11,,J .0/ The applicant is: ❑ Owner Contractor ❑ Other (oeaaribe) Name J1 iww - Phone Property LAST /FIRST Owner Address STREET TE t City 1 State- Zip Company T• ~v c- Phone Contractor Address ,~j License # Exp. City. lM State zip S~ S_~ j Company Phone Architect/ Engineer Name ,V .vl Registration N Addresses/i d! ~/A:^/s~• ~y~~ ~O~ / City State zip SS'SIll" Sewer & water licensed plumber Processing time for sewer & water permits is two days once area has been approved. I hereby acknowledge that I have read this application and state that the information is correct and agree to comply wlt all applicable ate of Minnesota Statutes and City of Eagan Ordinances. Signature of Applicant: OFFICE USE ONLY .-iNG PERMIT TYPE 01 Foundation ❑ 06 Duplex ❑ 11 Apt./Lodging T~'Y6Vas4%eni"Ffnish L.j ❑ 02 SF Dwg. ❑ 07 4-Flex ❑ 12 Multi. Misc. ❑ 17 Swim Pool ❑ 03 SF Addition ❑ 08 8-Plex ❑ 13 Garage/Accessory ;0-18 Comm./Ind. ❑ 04 SF Porch ❑ 09 12-Plex ❑ 14 Fireplace ❑ 19 Comm./Ind. Misc. ❑ 05 SF Misc. ❑ 10 Multi. Addl. ❑ 15 Deck ❑ 20 Public Facility ❑ 21 Miscellaneous WORK TYPE 31 New ❑ 33 Alterations ❑ 35 Tenant Finish ❑ 37 Demolish 32 Addition ❑ 34 Repair ❑ 36 Move GENERAL INFORMATION Const. (Actual) :TN 5pp, Basement sq. ft. _ MWCC System Y~3 (Allowable) 1st Fl. sq. ft. i City Water -6-5 UBC Occupancy 3-7- 2nd F1. sq. ft. PRY Required Zoning I Sq. Ft. total 19'712 Booster Pump # of Stories Footprint Sq. ft. 9~i1'- Fire Sprinkler Length n On-site well Census Code .27 Depth too On-site sewage SAC Code 3ro APPROVALS b«~ I Planning Building Assessments Engineering Variance REQUIRED INSPECTIONS ❑ Site ❑ Footing ❑ Framing ❑ Insulation 0 Wallboard ❑ Final .0 Draintile ❑ Fireplace Permit Fee 2639.56 vaUatim: $ Sbo, OD o Surcharge 250 ,00 Plan Review 1_,~ 25,hB License MWCC SAC Z 25D, o° City SAC 300,0D 7-0x3 = 2ZSv Water Conn. . cl r~ Water Meter Acct. Deposit .3 S/W Permit /Oa,oo T~p~, S/W Surcharge ,roe Treatment Pl. 47Z.oo 3zN x 3 = 972 Road Unit Park Ded. Zl2195 b1 •oo *-0 uNOT '.56 o Trails Ded. 1531,2o Copies X 1170 ° Z I OG Other Pn2K ngg,c~:_ Total: SAC % on Iz, ~•3~ 17 If 3oO SP x.025 1957•~~ SAC Units 3 cis l7ej.C,47m+; 1.Y0 Xt4fSy = /537,2 REArTIITE _ CITY OF EAGAN PERMIT i ' I((D 1993 BUILDING PERMIT APPLICATION f 11993 qq 681-0675 2.2. - SINGLE & MULTI-FAMILY 2 se s of plans, 3 registered site surveys, I copy of energy talcs. COMMERCIAL 2 sets of architectural & structural plans, I set of specifications, I copy of energy calcs. Penalty applies: 1) when permit is typed, but not picked up by last working day of month- in which request is made, 2) address is changed or 3) lot change is requested once permit is issued. Date 10 / 08 / A' Valuation of work $3,000.00 Site Address: 2941 Center Cnnrr Fagan. mN r)FT91 STREET SUITE N Tenant Name: (commercial only) APplied Pacer Products, Incorporated 7 LOT _LL_ BLOCK _'L_ SUBD. J P.I.D. N Description of work: One Additional Office The applicant is: ❑ Owner ❑ Contractor EI Other (Describe) Te1nant Name Huebsch Laundry Company Phone yS Z - SS,Pd' Property LAST FIRST Owner Address 2941 Center Court STREET STE S City Eagan State MN Zip 55121 Company Phone Contractor Address License Exp.- City Stag' Zip Company Phone Architect/ Engineer Name Registration IF Address City State Zip Sewer & water licensed plumber Processing time for sewer & water permits is two days once area has been approved. I hereby acknowledge that I have read this application and state that the information is correct and agree to comply with all applicable State of Minnesota Statutes and City of Eagan Ordinances. Signature of Applicant: ~!~P~ s as -zs PERMIT CITY OF EAGAN 3830 Pilot Knob Road PERMIT TYPE: B u zL D I N G Eagan, Minnesota 55123 Permit Number: 0 2 2 2 7 6 (612) 681-4675 Date Issued: 01/04/94 SITE ADDRESS: q 2941 CENTER C7' n ''$U1U LOT: 11 BLOCK: 5 /llt`L h~ EAGANDALE CENTER INDUSTRIAL PARK HIV P.I.N.: 10-22500-110-05 DESCRIPTION: Btiilding~_Permit Type CONM./IND. MISC. building Wci.rk Type TENANT FINISH ~ UBC Occupancy'-,,B-2 i 1 l 1 1 ~jz~ REMARKS: FEE SUMMARY: VALUATION $3,000 Base Fee $54.00 Surcharge $1.50 Total Fee $55.50 CONTRACTOR: OWNER: - Applicant - HUESSCH LAUNDRY CO 2941 CENTER CT EAGAN MN 55121 I hereby acknowledge that I have read this application and state that the information is correct and agree to comply with all applicable State of Mn. Statutes and City f Eagan Ordinances. APPLICAN ITEE SIGNATURE ISSU D BY: 9 GNATURE ~ OFFICE USE ONLY BUILDING PERMIT TYPE ❑ 01 Foundation ❑ 06 Duplex ❑ 11 Apt./Lodging ❑ `1~GsBaassement Finish ❑ 02 SF Dwg. ❑ 07 4-Plex ❑ 12 Multi. Misc. "13-17 S iefoir ❑ 03 SF Addition ❑ 08 B-Plex ❑ 13 Garage/Accessory X18 Comm./Ind. ❑ 04 SF Porch ❑ 09 12-Plex ❑ 14 Fireplace ❑ 19 Comm./Ind. Misc. ❑ 05 SF Misc. ❑ 10 Multi. Addl. ❑ 15 Deck ❑ 20 Public Facility ❑ 21 Miscellaneous WORK TYPE ❑ 31 New ❑ 33 Alterations 6 35 Tenant Finish ❑ 37 Demolish ❑ 32 Addition ❑ 34 Repair ❑ 36 Move GENERAL INFORMATION Const. (Actual) Basement sq. ft. 14WCC System (Allowable) 1st F1. sq. ft. City Water UBC Occupancy g•~ 2nd F1. Sq. ft. PRV Required Zoning Sq. Ft. total Booster Pump # of Stories Footprint Sq. ft. Fire Sprinkler Length On-site well Census Code 37 Depth On-site sewage SAC Code APPROVALS Planning Building Assessments Engineering Variance REQUIRED INSPECTIONS ❑ Site ❑ Footing Ef Framing ❑ Insulation ❑ Wallboard M~Final ❑ Draintile ❑ Fireplace Permit Fee VALMUM: $ Surcharge Plan Review License MWCC SAC City SAC Water Conn. Water Meter Acct. Deposit S/W Permit S/W Surcharge Treatment Pl. Road Unit Park Ded. Trails Ded. Copies Other Total: SAC % SAC Units CITY USE ONLY L BL 6- RECEIPT SUED. 1. 54+d' " DATE: / 9Cv 1996 MECHANICAL PERMIT (COMMERCIAL) CITY OF EAGAN 3830 PILOT KNOB RD EAGAN, MN 55122 (612) 681-4675 Please complete for: ► all commercial/industrial buildings. ► mufti-family buildings when separate permits are D9Y required for each dwelling unit. 671 DATE. .TnA^T 77plnr. ~L..J~JJ WORK TYPE: NEW CONSTRUCTION y INTERIOR IMPROVEMENT DESCRIPTION OF WORK: `ijt4-T w ~`Zra M 2 6 bny anti (G~.,ri.e FEES: . $25.00 minimum fee Q(1% of contract price, whichever is greater. ► Processed piping - $25.00 °State surcharge of $.50 per $1,000 of gw= fee due on all permits. CONTRACT PRICE x 1% Z 5 PROCESSED PIPING STATE SURCHARGE 9G -y 5 TOTAL Si T E ADDRESS: ~ I `T ~ E IS'~'~ YL Cc> J (i>, OWNER NAME: E 1 V''~ TELEPHONE TENANT NAME: (IMPROVEMENTS ONLY) INSTALLER: Go,acOcS r. ~t~1. sfic`~1~5 ADDRESS: 3a--7 5--Y L- CITY: S G' Avg STATE: ZIP L 11 D PHONE ' 3 Z SIGNATURE: v SIGNATURE OF PERMITTEE CITY INSPECTOR 4 T~ 9 ~ 4 H £a z t Tt ¢s 3aSM 3'4 t e ..w A ~Y~~~ :.t , ,..3 r,+ Tea T~'th ¢ 3 n va.~ <6R$§A E $ h s £ : 1993 MECHANICAL PERMIT (COMMERCIAL) CITY OF EAGAN 3830 PILOT KNOB RD EAGAN MN SS122 (612) 681467S PLEASE COMPLETE FOR ALL COMMERCIAL INDUSTRIAL BUILDINGS. ALSO COMPLETE FOR APARTMENT BUILDINGS OR OTHER MULTI-FAMILY BUILDINGS WHEN SEPARATE PERMITS ARE NOT REQUIRED FOR EACH DWELLING UNIT. °o DATE: j s? C V3 CONTRACT PRICE: $ 71a6 NEW BUILDING INTERIOR IMPROVEMENT WORK DESCRIPTION: H. C_~~ C72rxy fast) Cs SEE -hAAjLL FEES 1% OF CONTRACT FEE X $ j'j la© 7o PROCESSED PIPING: $25.00 MINIMUM FEE: $25.00 STATE SURCHARGE $.50 FOR EACH $1,000 OF "PI N I'T FEE. TOTAL $ , z z Me SITE ADDRESS: 0~2 LII (!:L6 TZ- &aa de26 if )V/!l OWNER NAME: 1-41JZA -,H A- JerJ TELEPHONE TENANT NAME: (IMPROVEMENTS ONLY) INSTALLER: _ME)~TT H& lr Ax G . ADDRESS: Z RC21 h 1Z K h k CITY:_ (',l4AAP/aASM~./ STATE: 179AI ZIP CODE: ~J7 TELEPHONE 97y^ 172ZS s 00 SIGNATURE OF PERMITTEE CITY INSPECTOR L-D ~Z~L x $r {y;r '"'Txk ~ rx~ k e~ r~4~8e ~:~~1A:1~"`~ ~ ~ `3$emua E a 1993 PLUMBING PERMIT (COMMERCIAL) CITY OF EAGAN 3830 PILOT KNOB RD EAGAN MN SS122 (612) 681-467S PLEASE COMPLETE FOR ALL COMMERCIAL41NDUSTRIAL BUILDINGS. ALSO FOR MULTI- FAMILY BUILDINGS WHEN SEPARATE PERMITS ARE NOT REQUIRED FOR EACH DWELLING UNIT. -l9 NEW CONSTRUCTION _ ADD ON REPAIR WORK DESCRIPTION: -r X774-II R a rrzcz,i -fk,> 7- nn~ t~ rs F r~Ic 6 nip CONTRACT PRICE: $ [rvz> r FEE: 1% OF CONTRACT FEE. STATE SURCHARGE: $.50 FOR EACH $1,000 OF PERMIT FEE. MINIMUM FEE: $ 25.00 CONTRACT PRICE X 1% $ /,/D " 0-0 STATE SURCHARGE $ TOTAL $ /V/4 -6-D SITE ADDRESS: ~~f~/I ~rrvf Coz- TENANT NAME: Nuc hsc G,° L; NEB STE. # OWNER NAME: Ifs b sc-I, L E~+ INSTALLER: [)Akc TA A L4,... Ffra . ADDRESS: 36.50 KE uw: ~n Dr- CITY: AA) STATE: AA A-) ZIP CODE: 551,;?~ PHONE 95H- L/5 FOR: CITY OF EAGAN APPLICANT OFFICE USE ONLY / • L ~ BL 5 RECEIPT 53 9 7` SUBD. - ~ DATE: -71y'!v 1996 PLUMBING PERMIT (COMMERCIAL) CITY OF EAGAN 3830 PILOT KNOB RD EAGAN, MN 66122 (612) 681-4676 Please complete for: ~ all commercial/industrial buildings. multi-family buildings when separate permits are = required for each dwelling unit. DATE: 15- / CONTRACT PRICE: J' Cz'i WORK TYPE: NEW CONSTRUC T iON ADD ON /REPAIR LE DESCRIPTION OF WORK: Si~S "11 w.rrtzs~ sc r f -E w.J rs+ aaz~s IS WATER METER REQUIRED? - YES NO. IF SO, PLEASE PROVIDE THE FOLLOWING: WATER FLOW: GPM. ARE FLUSHOMETERS TO BE INSTALLED? YES NO. FAILURE TO PROVIDE THIS INFORMATION WILL RESULT IN A DELAY OF METER ISSUANCE. WILL YOU BE INSTALLING A METER FOR A FUTURE U.G. SPRINKLER SYSTEM? YES ✓NO. IF SO, YOU MUST APPLY FOR A SEPARATE U.G. SPRINKLER PERMIT. FEE: $25.00 minimum fee or 1% of contract price, whichever is greater. State surcharge of $.50 per $1,000 of permit fee due on all permits. CONTRACT PRICE X 1% SC . ACC STATE SURCHARGE - SG TOTAL 9 ~j C~-C-- • S6 SITE ADDRESS: ~C 1 [ t ^'"2 C-!., TENANT NAME: / fu E e, STE. # OWNER NAME: / f vE 63 5c_t-/ INSTALLER: I~ A Vu-ra 06,)g t ADDRESS: 365'C A~C-7 vj y`3F CITY: EAL A STATE: M+J ZIP: PHONE # SIGNATURE; APPLICANT OFFICE USE ONLY METER SIZE: DATE: Z ' 6 INSPECTOR: OFFICE USE ONLY r . L ~ BL nS RECEIPT 3~~~' SUBD. OQG_ ( rira Ilstd, Wiz. DATE: 1996 PLUMBING PERMIT (COMMERCIAL) CITY OF EAGAN 3830 PILOT KNOB RD EAGAN, MN 55122 (612) 681-4675 Please complete for: . all commerciallindustrial buildings. multi-family buildings when separate permits are not required for each dwelling unit. DATE: CONTRACT PRICE: WORK TYPE: _ NEW CONSTRUCTION ADD ON C--"'REPAIR DESCRIPTION OF WORK: --Y-^'5 7--4- LI wA IS WATER METER REQUIRED? - YES - NO. IF SO, PLEASE PROVIDE THE FOLLOWING: WATER FLOW: GPM. ARE FLUSHOMETERS TO BE INSTALLED? YES NO. FAILURE TO PROVIDE THIS INFORMATION WILL RESULT IN A DELAY OF METER ISSUANCE. WILL YOU BE INSTALLING A METER FOR A FUTURE U.G. SPRINKLER SYSTEM? YES NO. !F SO, YOU MUST 'A ^PLY FOR A SEPARATE U.C. SPRINKLER PERMIT. FEE: $25.00 minimum fee or 1% of contract price, whichever is greater. State surcharge of $.50 per $1,000 of permit fee due on all permits. CONTRACT PRICE x 1% I , V-U' STATE SURCHARGE 0 TOTAL SITE ADDRESS: TENANT NAME: STE. # OWNER NAME: .5Ark-E INSTALLER/ Pf ADDRESS: 3~.SC IC7~uMsLi c_ I,)r- A~ CITY: ~Z ACA,.j STATE: zip: PHONE SIGNATURE: J gc' ~ APPLICANT OFFION 92LT METER SIZE: RATE: INSPECTOR: ' P.2. , ~3~ ' CITY USE ONLY L BL 5 yy_ //yyam~ RECEIPT M SUBD. (DOL-~z . (fir . DATE: X01 1996 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 pgf required for each dwelling unit. DATE: l - ~l( CONTRACT PRICE: a G~ - WORK TYPE: NEW CONSTRUCTION k INTERIOR IMPROVEMENT DESCRIPTION OF WORK: 6 A-c, LL i~1;5-7 -1-d )2A YG"7'l_ 4' V- , FEES: ► $25.00 minimum fee gr 1% of contract price, whichever is greater. ► Processed piping - $25.00 ► State surcharge of $.50 per $1,000 of permit fee due on all permits. CONTRACT PRICE x 1% Z~• ~1O PROCESSED PIPING STATE SURCHARGE JrO TOTAL SITE ADDRESS: o C 7 c-n C Our,, OWNER NAME: 13 V L~:- as C-H TELEPHONE TENANT NAME: (IMPROVEMENTS ONLY) INSTALLER: !QA, klo -rN Pi-~- o- H7-r~ - ADDRESS: 3 1, 'p - CITY: 'E~7 L}-/ y, J STATE: ZIP: j PHONE LI ,5 L/- (06 4S 2-J2- 9G _ / \ r NATURE: o"JI ' SIGNA RE OF PERMITTEE CITY INSPECTOR # F:x a kY(:v>; v x stk.*'~rk~K*~k:k%tk ~.•m• **~~:~k~:**aea~:k?R~: CITY OF EAGAN ,M, L(~ ili l2f17aVia.~-i! n._. N9- , lcT~ WE: NATIONAL AUTOMATIC SPRINKLER' -~,+-,yyk'~" oS l o U 7 Total Receipt Amount: t5O.OO Q FP fDr igi"HT0' L JJ Jryy ~Yy~44y J :r,,..,,.YM1-.~.kY.~T..F..X~'lY:'I~T~^TI'. •~l T'~~?K/'i'T~1: ~r.'T ~..TT'M1 ~ ~ a Serial # 1/7/ o a a 3 7 Chip # (13!4 3 37q6 Permit #2100 7 Address: o? 9 411 (o. C~ 1 AGREE TO COMPLY WITH CrrY OF EAGAN ORDINANCES T)AWA Signature: ~ Serial # A16 9 '7,7Z f03 Chip # a 3i!~ 7/a 8 Permit # 07/007 Address: a 9 y / 4c ~ & I AGREE TO COMPLY WITH CITY OF EAGAN ORDINANCES Signature: y(a~,c~dlTdt' Sj~s~%u-Cr~.tr. Metropolitan Council Working for the Region, Planning for the Future April 30, 1998 Environmental Services Huebsch Laundry Company 101 North Dewey Street Eau Claire, WI 54702 n AT'fN: James Vaudreuil S - r= Re: Wastewater Volume Review for Permit Number 1094 Located at 2941 Center Court, Eagan, Minnesota In August 1991, the then-MWCC Board of Commissioners approved policy changes to the Service Availability Charge (SAC) program. SAC is a "connection" fee which has been levied since 1973 for new connections or increased volume discharged by existing users to the Metropolitan Disposal System (MDS). SAC revenue is used to pay for the unused reserve capacity portion of debt service for capital improvements. One of the approved policy changes incorporates a wastewater volume review as part of each industrial discharge permit renewal as a method to detect wastewater volume increases for SAC purposes. The review is conducted one year prior to permit expiration. Current wastewater volumes are converted to a SAC equivalent and compared to a SAC baseline value. Any increases over the baseline value, or the value for SAC credits, have the potential to be assessed SAC. Metropolitan Council Environmental Services (MCES) policy determined the SAC baseline value to be the SAC equivalent of the volume reported in the final self- monitoring report for 1991. At the time of baseline establishment, Huebsch Laundry Company had not yet been issued an Industrial Discharge Permit. In July of 1996, a SAC Questionnaire was sent to you in order to obtain additional information regarding the SAC history of your facility. MCES appreciates the prompt response by Huebsch Laundry Company in returning the completed questionnaire. Your response indicated a SAC purchase of 3 units was made for this facility in May of 1993. MCES has verified the purchase of these units and has established the SAC baseline value for your facility from this information. (See attached SAC Baseline Worksheet.) Utilizing the newly established baseline value, the preliminary wastewater volume review results indicate an increased use of the sanitary sewer equivalent to 45 SAC units. Please refer to the attached worksheet for the results of the review. Based on the 1998 SAC rate of $1,000 per unit, this increase will result in a charge of $45,000 due at the time of permit renewal. A follow-up letter will be mailed to you four months prior to permit renewal describing two options regarding a potential SAC purchase. The first option will be to purchase SAC based on the preliminary volume review results and SAC rate described above arid in die attached worksheet. The second option provides the permittee a one-year time period to investigatelimplement wastewater reduction measures. If this option is chosen, a 30-day wastewater volume study to determine SAC purchase requirements must be conducted prior to permit renewal. The SAC rate applied to the results of the 30-day volume study will be the rate in effect at the start of the study. With either option, a SAC Purchase Form will be enclosed with your industry's renewed industrial Discharge Permit stating the amount of SAC due, if a SAC purchase is required. It should be noted that some cities use SAC determinations to assess municipal impact or connection fees which are exclusive of the SAC charge. If you are unsure as to whether or not these fees are applicable in your city, you should call the city offices to inquire. At this time, no money should be sent to our offices. SAC payment shall be made to the city at the time of permit renewal using the SAC Purchase Form. 230 East Fifth Street St. Paul, Minnesota 55101-1633 (612) 222-8423 Fax 229-2183 TDD/TTY 229-3760 nn Equal OPPnawuUy Evq,bnner -'q a James Vaudreuil April 30, 1998 page 2 If you have any questions, please call Roger Tan at 6024736. Sincerely, Leo H. Hermes, P.E. Industrial Waste Manager MCES Industrial Waste Section Enclosure cc: Dale Schoepp%1 City of Eagan Sandy Selby, MCES Roger Tan, MCES LHH:gg I Metropolitan Council Environmental Services Wastewater Volume Review Industrial Discharge Permit Renewal Company Name Heubsch Laundry Company Permit Number 1094 Permit Expiration Date Aril 1999 SAC equivalent of the Jul - Dec , 1997 48 Units Self-Monitoring Report (Total wastewater volumeltotal number of operation days equals average daily wastewater volume. Each SAC unit equals 274 gallons.) Modified SAC Baseline Value 3** Units (MCES policy determined the SAC baseline value to be the SAC equivalent of the volume reported in the final self-monitoring report for 1991. The modified SAC baseline value represents the SAC baseline value, plus any SAC units purchased after the 1991 baseline date, or the value for SAC credits*, whichever is greater.) This review indicates that the SAC equivalent of the current wastewater volume exceeds the modified SAC baseline value. The permittee has the option to conduct a wastewater volume study prior to permit expiration. The MCES will make a final determination as to the permittee's SAC liability based on the preliminary volume data and the SAC equivalent determined from the wastewater volume study. In the interim, the industrial user has the option to undertake volume reduction measures to reduce or eliminate SAC associated with this permit renewal. * MCES SAC purchased records may not be current, therefore, the credit value may be revised to account for unidentified credits, if the permittee can provide proof of their existence. Modified SAC Baseline Value was determined from available SAC purchased records on file with MCES. a ~c C:~~ q2 Reviewed Date J HUEBSCH LAUNDRY COMPANY APRIL 30, 1993 2941 CENTER COURT EAGAN Permit No. 1094 SAC BASELINE WORKSHEET This worksheet calculates the SAC equivalent of the average daily volume of wastewater discharged during the JUL-DEC 1991 reporting period. No data was available from your facility for this time period. The baseline value, therefore, will be equal to the amount of SAC purchased and will used during the Industrial Discharge Permit renewal procedure to identify increased use of the Metropolitan Disposal System and to recover Service Availability Charges for the increased use. 3 units purchased in May 1993 SAC BASELINE VALUE = 3 JUL U 1993 RJ Ryan - Construction, Inc. 6511 Cedar Avenue South • Minneapolis, Minnesota 55423 • (612) 866-4632 • Fax 866-0390 June 22, 1993 City of Eagan Q~a 3830 Pilot Knob Road Ala- Eagan, MN 55122-1897 -206-2- Attention: Joe Merchak Reference: Huebsch Building C4 - Dear ) ( ~7 Dear Joe: / This letter is in response to your May 18, 1993 letter issued when we picked up our permit for the above referenced facility. 1) You now have in your files the Special Inspection and Testing Schedule. The appropriate people will follow up and final reports will be issued as outlined. 2) We note that Uniform Building Code Standards apply to this facility. 3) The lighting power budget has been completed and is attached to this letter. 4) We submitted our MN Energy Code Analysis prior to the issuance of a permit. 5) Enclosed are copies of electrical and plumbing plans. The fire sprinkler and HVAC plans are being handled directly by Merit Heating and National Automatic Fire Protection. 6) You have in your files the SAC unit determination letter from the Metropolitan Waste Control Commission. An Equal Opportunity Employer 7) Handicapped parking signs will be installed per code. 8 & 9) Please review the attached letter regarding barricades around the future mezzanine. 10) The issue will be addressed if and when the future demising wall is constructed. 11) Please review the attached letter issued by Mr. Joe Vaudreuil of Huebsch Linen & Rental Service. If you have any questions regarding this letter or its attachments, please call. Sincerely, R, , RYAN CONSTRUCTION, INC. Tom Ryan TR:rb B:TR-CIT-1 Enclosures pjk*+* RECEIVED R Ryan JU`°' Construction, Inc. 6511 Cedar Avenue South • Minneapolis, Minnesota 55423 • (612) 866-4632 • Fax 866-0390 June 22, 1993 City of Eagan 3830 Pilot Knob Road Eagan, MN 55122-1897 Attention: Joe Merchak Reference: Huebsch Building 2941 West Service Road Dear Joe: This letter is in response to items #8 and #9 of your May 18th letter regarding guardrails and access to the future mezzanine of the above referenced facility. The mezzanine in the Huebsch building has been installed solely for future use. We recognize the need for a protective guardrail on open sides of the mezzanine as well as access as outlined in UBC Section 1716, item #5. If and when the mezzanine is occupied or stored upon, we will comply with requirements of the code. Sincerely, R. RYAN CONSTRUCTION, INC. Tom Ryan Ott, Joe dreuil, Huebsch Linen TR:rb B:TR-CIT-2 An Equal Opportunity Employer huebsch LINEN & UNIFORM RENTRL 2515 NORTHLAND DR. MENDOTA HEIGHTS, MN 55120 612-452-5688 FAX-612-452-5888 June 7, 1993 Mr. Joe MerchaK Construction Analyst City of Eagan 3830 Pilot Knob Road Eagan, MN 55122 Re: Huebsch Building - 2941 W Service Road Dear Mr. Merchak: In reference to your letter of May 18, 1993, item #K 11 will not be a factor for the following reasons= 1) Area is a conference/coffee room. 2) Drivers are only in the building early AM and returning at various times in the PM- I hope this information will answer to your concerns. Please call me at 452-5588 should you have any questions. Sincerely//, Jo'? Vaudreuil Vice President I H EC L; OVED JUL 0 1 1993 E. r.: Page 1 I MINNESOTA ENERGY CODE COMPLIAN FORM Electrical and Lighting Power Budget Project Title: HUEBSCH BUILDING Address: 2951 WEST SERVICE ROAD Bldg TYPe TYPE 88 NON-COMB 19,712 SQ. FT. Gross Floor Area: ACKNOWLEDGEMENTS. Each appropriate representative must sign below: { Signature Representing Date JUNE 22, 1993 F Designer: HARVEY 0. DAHL ' Contractor: MEDINA ELECTRIC. INC Accepted for the building department by: < < - ELECTRIC POWER a a Individual units in multifamily dwellings are provided with separate metering. a Electrical panel feeder and all branch feeder wiring in nonresidential buildings 3 stories or less are capable of accepting a clamp-on meter. i i LIGHTING: MDUMUM REQUIREMENTS YES Each enclosed space has at least one lighting control, or equivalent control, for each 450 square feet of floor area. YES Controls for spaces used as a whole do not control more than one 20 ampere circuit with minimum of three controls. vFC All fl uorescent lamp ballasts must meet the Federal standards for energy I efficiency as indicated by a circle "E" printed on the label. Use of single-lamp.fluorescent ballasts is minimized by tandem wiring one- and three-lamp luminaires. LIGHTING: EXTERIOR YF.S The exterior. connected lighting power as designed and installed is less than or ' equal to the exterior lighting power allowance, and documentation is attached. i i ~I .Electrical and Lighting Power Budget Checklist Page 2 Project Title: HUEBSCH BUILDING LIGHTIN ! MIRIOR YES The interior' connected lighting power, as designed and installed, is less than or equal to the interior lighting power allowance, and documentation is attached. (The interior connected lighting power includes permanently installed lighting plus supplemental or task-related lighting provided by movable or plug-in luminaires.) To determine compliance, NO the prescriptive alternative was used. YES the performance alternative was used. INTERNALLY ILLUMINATED EXIT SIGNS -YE.q Electrical consumption of internally illuminated exit signs does not exceed 20 watts of resistive power and a maximum of 40 volt amperes. ELECTRIC MQTQR EMCIENCI : { lifc All permanently wired, single-speed, Design A & B polyphase induction motors J _ of 1 horsepower or more have NEMA nominal efficiencies which meet or exceed those in the table below: yt OPEN ENCLOSED Power 3600 Rpm 1800 RPM .1200 RPM 900 RPM 3600 RPM 1800 RPM 1200 RPM . 900 RPM ` I HP 82.5% 82.5% 80.0% 74.0% 82.5% :j80.08 74.0% 7.s H•P 5.9-HP 85.5% 87.5% 87.5% 87.5% 87.5% 874% 87.5% . 85.5% 10.19HP 88.5% 89.5% 90.2% 89.5% 89.5% - 89.5%' 89.5% 88.5% 20-49 HP 90.2% 91.0% 91.0% 90.2% 90.2% 91.0% 90.2% 89.5% - , 50.99 HP 92.4% 93.0% 93.0% 91.7% 92.4% - 93.0% J 93.0% 91.7% 100.124 43,0% 94.1% 94.1% 93.6% 93.6% .94.5% 94.1% 93.0% i HP 125 HP 93.6% 94.5% 93.6% •od greeler 94.5% y, 1 G (ILPA COMPLIANCE FORM) ILPA INTERIOR LIGHTING POWER ALLOWANCE:.. PERFORMANCE PROCEDURE PROJECT TITLE: HUEBSCH BUILDING DATE: NNE 22, 19913 Column I Column 2 Column 3 Column 4 Column 5 Column 6 Column 7 Area Lighting Power Budget Connected Area p Area/Activity Category UPD Area at Work Plane Factor (UPD x Awp x AF) Lighting Power 1 PRIVATE OFFICE 1.3 144 FT 1.4 262 68 2 PRIVATE OFFICE 1.3 192 1.4 349 68 3 PRIVATE OFFICE 1.3 206 1.4 379 ':272 4 DRIVERS ROOM 1.3 224 1.25 364 272 5 LUNCH ROOM .6 320 1.2 230 272 6 RECEPTION .55 204 1.3 146 7 CONFERENCE 1.3 120 1.4 218,.... 68 8 RESTROOM .5 126 1.45 92 68 9 RESTROOM ,5 126 1.45 92 68 10 SPORAGE MISC. ,2 580 1.2 139 544 11 WAREHOUSE .9 17366 1 15629 13650 12 Unlisted Space 0.2 104 1 21 - Total 17921 15554 ILPA :'4 . - - (ELPA COMPLIANCE FORAM _ iI ~i EXTERIOR LIGHTING POWER ALLOWANCE Project title HUEBSCH BUILDING n j Date JJUNE 22, 1993 Y € Column 1 Column 2 Column 3, Column 4 Column 5 f j Exterior ' i Area or Unit Power - Lighting Power Connected ! Length Density (UPD) Allowance Lighting Exterior Area Description (A) from table 4-1 A x UPD Power l' OFFICE ENTRANCE WITH 16 LIN. FT 30 W/FT. 480 W .450 W # 1 f' . c j` SOUTH EXTERIOR 00 LIN. FT 20 W/FT 1684 W 590 W WEST EXTERIOR 00 LIN. FT 20 W/FT. 1433 495 W I l~ , II i tF E( . i t~ i Totals 3597 1535 i E 4 t (CLP COMPLIANCE FORM) CLP CONNECTED LIGHTING POWER LIGHTING POWER CONTROL CREDITS PROJECT TITLE: HUEBSCH BUILIDNG DATE: JUNE 22, 1993 NONE USED Lighting Power Control Credits Column 1 Column 2 Column 3 Column 4 Column 5 Column 6 Column 7 Column 8 Column 9 Connected s of Lum. Control LPCC Adjusted Ltg Area a Luminaire x Installed Input Ltg Power with Adv. Type & (CLP x Power Description Watts (CLP) Controls PAF PAF) (CLP-LPCC) .Total up Total ALP ' i~^ 4kknYcv,..c d :.°z^d j.;. Metropolitan Waste Control Commission Mears Park Centre, 230 East Fifth Street, St. Paul, Minnesota 55101-1633 612 222-8423 May 18, 1993 Mr. Joe Merchak ' ,yy~ Construction Analyst City of Eagan 3830 Pilot Knob Road Eagan, MN 55122 Dear Mr. Merchak: The Metropolitan Waste Control Commission determined SAC for Huebsch to be located at Eagandale Center within the City of Eagan. This project should be charged 3 SAC Units, as determined below.. SAC Units Charges: Office 717 sq. ft. @ 2400 sq. ft./SAC Unit 0.30 Conference 132 sq. ft. @ 1650 sq. ft./SAC Unit 0.08 Warehouse 15192 sq. ft. @ 7000 sq. ft./SAC Unit 2.17 Total Charge: 2.55 or 3 If you have any questions, call Jodi Edwards at 229-2113. Sincerely, Roger W. Janzig Planner RWJ:JLE 93051456 cc: S. Selby, MWCC Carolyn Krech, Finance Department, Eagan Mark Sonstegard, R J Ryan Equal Opportunity/Affirmative Action Employer M E M O R A N D U M TO: JIM STURM, CITY PLANNER PAT GEAGAN, POLICE CHIEF DALE WEGLEITNER, FIRE INSPECTOR BILL AKINS, ELECTRICAL INSPECTOR JON HOHENSTEIN, ADMINISTRATIVE ASSISTANT PUBLIC WORKS/ENGINEERING/UTILITIES/STREETS ,GENE VANOVERBEKE, FINANCE DIRECTOR) FROM. DOUG REID, CHIEF BUILDING OFFICIAL DATE : ` _ 9 RE: PLAN REVIEW The _ preliminary x construction plans for H(AC- are in our plan review section for your review and comment. Please return this form to Joe Merchak with your initialized comments and the date of review. Failure .to xetuxn this form within five days,wilx #e considered:yqur appxpvali. if you have any objections to approval of these plans it is your responsibility to notify this department and resoJ~problems. DR/ j s 10~ dF ~J Signature i`pf -"e / Date L; a/0 u7 ~ a f7 464 TZ O R ~ 7~ T!/~ ✓~O/J JJO wt°i~ QY f TO✓r!'! ✓ P~/~/ No AY1E4 chG/pl fc3 run c . ary m✓ It'd / 9 S3 rjkl,, R Ryan Construction, Inc. 6511 Cedar Avenue South . Minneapolis, Minnesota 55423 • (612) 866-4632 • Fax 866-0390 May 17, 1993 City of Eagan Municipal Center 3830 Pilot Knob Road Eagan, MN, 55122-1897 Attention: Joe Merchak Reference: Proposed Huebsch Building 2941 Center Court Dear Joe: Enclosed is a completed and signed Special Inspection Schedule for the above referenced facility. Periodic reports and a final report will be issued to your office as indicated. I have also enclosed signed, certified copies of our Energy Code Compliance report. R.J. Ryan Construction, Inc. will resolve other issues outlined in your May 18, 1993 letter within 30 days. If you have any questions regarding and of the above, please don't hesitate to call. Sincerely, R. RYAN CONSTR TION, INC. Tom Ryan TR:rb B:TR-HUE-6 An Equal Opportunity Employer u~EgScH ~cp~ PAOJ ENERGY CODE ANALYSIS r. Gross wall Area -Z, SQ. Ft. x z % U = Gross Roo` Area Sc. Ft. x -0e -U = TOTAL SQ. Ft. x U = ACTUAL CONSTRUCTION SQ. FT. x U Single Glass - SQ. Ft. x U = 2. Double Glass Sc. Ft. x 5 > U = Triple Glass SQ. Ft. x U = y. Door H.-M.. Type 1 Sq. Ft. x c> U = O.H. Type 2 1 Sq. Ft. x U Type 3 Sq. Ft. x U = 3. Net Wall (Total) lo.-7° Sq. Ft. Type 1 Sc. Ft. x &0 1( U Type 2 Sq. Ft. x U = Type 3 Sq. Ft. x U = o'. Skvlicht Sc. Ft. x U = 7. Net Roof Type 1 SQ. Ft. x oe U = Type 2 Sc. Ft. x U = TCTAL Sc. Ft. x U = ?7 Actual Construction U x Sc. Ft. is Less Ihcrcj;r _`^tt~:- e ifirc:;on0-8 Than Code Requirements. rc,::..: - ecf SPECIAL INSPECTION AND TESTING SCHEDULE (To be used in accordance with the "Guidelines for Special Inspection and Testing") PROJECT NAME Huebsch Linen & Uniform Rental PROJECT NO. LOCATION Eagan, MN {1) PERMIT NO. 20962 i SPECIAL INSPECTION SCHEDULE S2geifLcation Type of Report Assigned ecti t c a tion 2 Firm 3 Fre n Firm 4 Earthwork B ckfill If-sting Agent As ecessar Foundation High Strength Rng- Bolting S ecial laalL, 1 Time Ron R an Frame Ins ecti 1 Time i TESTING SCHEDULE i I Notes: This schedule to be filled out and included in the project epecificati;jnn. information unavailable at that time to be filled out when applying for a building permit. i (1) permit No. to be provided by the Building Official. (2) use descriptions per U.B.C. Section 306. (3) Special Inspector, Testing Agent or Fabricator. (4) Firm contracted to perform services. ACKNOWLEDGEMENTS Each appropriate representative must sign below: Owner: Firm: Date, Contractor: .4 ,00100Firm: -fAU COU=TRueRok) Date::_ S 1 . Architect Firm: LAinPQfr OtCNIt~TS Date:: S(~$!9 510t: Firm: Moo R a Date: S 42 3~_ + SI: 17 _ - Firm: Qso (OYA Date: S f 8 9 * SI: Firm. . Date- TA. Firm: g2AkfJ l~IofUeQ2fi9~ Date. S I$,c^ TA: Firm: Date: g: Firm: Date: F: Firm: Date: • The individual names of all prospective special inspectors and the work they intend to observe must be identified on the reverse aide of this form. Legend: SER Structural Engineer of Record SI = Special Inspector TA Testing Agent ~f/} F = Fabricator [ q Accepted for the Building Department By )/~yQ. fiLei k _ -Date: 5- 13 G`ky PAC) 43 -BP- RELEASE OF HOLD Date: g 1 l l `r~ Project Name: f e\) er LtV\ fv~, Address: CeAker CCLAC - Legal Description: L Bk2 Sec/Sub Release of Hold: ~n pk~ Release Hold on: issuance of building permit Certificate of Occupancy Other (please explain) I 0 LTS#1 Release I~YT M E M O R A N D U M TO: JIM STURM, CITY PLANNER PAT GEAGAN, POLICE CHIEF DALE WEGLEITNER, FIRE INSPECTOR BILL AKINS, ELECTRICAL INSPECTOR JON HOHENSTEIN, ADMINISTRATIVE ASSISTANT PUBLIC WORKS/ENGINEERING/UTILITIES/STREETS GENE VANOVERBEKE, FINANCE DIRECTOR FROM: DOUG REID, CHIEF BUILDING OFFICIAL ,n DATE: L~ RE: PLAN REVIEW II The _ preliminary X construction plans for NU T~`_~< H are in our plan review section for your review and comment. Please return this form to Joe Merchak with your initialized comments and the date of review. Failure to: return this form within five days will:be considered: your approval. If you have any objections to approval of these plans, it is your responsibility to notify this department and resolve any problems. DR/ j s ~-y - It 7 ! . Signature Date KEMovP 61 77 WI+7E< SAC✓ic.t '4 ci}P CeRP 47' W67t'4~' M E M O R A N D U M TO: JIM STURM, CITY PLANNER PAT GEAGAN, POLICE CHIEF DALE WEGLEITNER, FIRE INSPECTOR BILL AKINS, ELECTRICAL INSPECTOR 'JON HOHENSTEIN, ADMINISTRATIVE ASSISTANT PUBLIC WORKS/ENGINEERING/UTILITIES/STREETS GENE VANOVERBEKE, FINANCE DIRECTOR FROM: DOUG REID, CHIEF BUILDING OFFICIAL DATE: y - Y - cf 7 c. RE: PLAN REVIEW 'I The _ preliminary X construction plans for N(a L T7)1.4 -1 L;r+~N AN[) ~~NI FC•k'.N~ I"~c NTi~~ are in our plan review section for your review and comment. Please return this form to Joe Merchak with your initialized comments and the date of review. tail re td return this form. within five days wi11 be carnsideredlyour approval. If you have any objections to approval of these plans, it is your responsibility to notify this department and resolve any problems. DR/js 4 hAt3 Signature ate #1`1dtVoFcagan THOMAS EGAN Mayor PATRICIA AWADA May 18, 1993 SHAWN HUNTER SANDRA A, MASIN THEODORE WACHTER Council Members THOMAS HEDGES TOM RYAN City Administrator R J RYAN CONST INC E. J. VAN OVERBEKE 6511 CEDAR AVE S City Clerk MINNEAPOLIS MN 55423 Re: Proposed Huebsch building- 2941 West Service Road Dear Mr. Ryan: We have completed our review of the construction documents submitted in pursuit of obtaining a building permit for the above-referenced project. The comments listed below are limited in scope to selected areas of special concern and are not intended to comprise a complete and exhaustive report. 1. The structural engineer of record must complete the enclosed Special Inspection and Testing Schedule form. Please return the form to our office after obtaining all of the proper acknowledgement signatures. Each special inspector, fabricator, and testing agent must submit a Final Inspection/Test Report or Certificate of Compliance, as applicable, to our division before a Certificate of Occupancy will be issued for the building. Guidelines for special inspection and testing accompany the schedule--Un'rform Building Code (UBC), sections 302(c) and 306(c) and (g). 2. Please note that the Uniform Building Code Standards referenced in the building code (a list occurs in chapter 60) is a part of the code. Other standards providing equivalent performance may be used only when such alternates are approved by the building official under the provisions of Section 105 of the building code--UBC, section 6001. 3. Provide certified verification that the proposed lighting power budget complies with the Model Energy Code (MEC), section 505 as amended by Minnesota Rules, part 7670.0800, subpart 2. Please note that this amendment requires, with certain modifications, the budget to be calculated in accordance with 1993 criteria as specified in the Code of Federal Regulations, title 10, part 435.103. An information packet and worksheets are available from the Department of Public Service Energy MUNICIPAL CENTER THE LONE OAK TREE MAINTENANCE FACILITY 3830 PILOT KNOB ROAD THE SYMBOL OF STREP:GTH AND GROWTH IN OUR COMMUNITY 3501 COACHMAN PONT EAGAN. MINNESOTA 55122 1897 EAGAN, MINNESOTA 55122 PHONE' (612) 681 4600 PHONE: (612) 681-4300 FAX: (612) 681 4612 Equal Opportunity/Affirmative Action Employer FAX(612) 6814360 TDD: (612) 454-8535 TDD: (612) 454-8535 4. Please submit calculations substantiating that the building overall thermal envelope is in compliance with the Minnesota Energy Code (Minnesota Rules, chapter 7670)-- MEC, section 104.2. 5. Please submit two copies of certified electrical, mechanical (HVAC), plumbing, and fire-suppression systems plans--Minnesota Rules, chapter-part 1800.5200 and UBC, section 302(b). 6. Provide a letter of SAC unit determination from the Metropolitan Waste Control Commission. 7. Provide signage at the handicap parking stalls, visible from the vehicle parked in the stall. 8. Two exits shall be provided from a mezzanine when the area of the mezzanine exceeds 2,000 square feet--UBC, section 1716, item 5. 9. Provide a protective guardrailing on the sides of the mezzanine open to the warehouse--UBC, section 1711. 10. Please we take notice that an unlocked exit door from this corridor must be maintained in the event that the future demising wall is constructed--UBC, section 3303(a). 11. It appears that the lunch room (figured at 15 square feet per occupant--UBC, table 33-A, item 4) would not be considered totally an accessory area to the office area as it would be if also used by warehouse workers and drivers. This condition would increase the occupant load factor for the office area, thus requiring a protected corridor without dead ends in excess of 20 feet--UBC, section 3305. Please revise the design or provide substantiation that this condition will not occur. It is our hope that this report will be of benefit to you in achieving a project that complies with the various state and local codes, laws, and ordinances. Sincerely, C toe I ►lsn~+°'~ Joe Merchak Construction Analyst Enclosure cc: Ron Ryan, Engineer Len Lampert, Architect Huebsch Linen & Uniform Rental Doug Reid, Chief Building Official Construction Inspectors JM/mg 29 6 ~ Cm'~e.r RJRyan Construction, Inc. 6511 Cedar Avenue South • Minneapolis, Minnesota 55423 • (612) 866-4632. • Fax 866-0390 August 17, 1993 City of Eagan 3830 Pilot Knob Road Eagan, MN 55122-1897 Attention: Joe Merchak Building Inspector Reference: Ryan Building 2963 oat Ll~ y Special Inspection Dear Mr. Merchak: During construction, I conducted the structural special inspection for the above facility. The structural frame and its associated bearing conditions, high strength bolting, and deck welding and side lap fastening systems all appear to be properly installed. Sincerely, R.J. RYAN CONSTRUCTION, INC. Ron Ryan Registration #9573 RR-mr B:RR-CIT-3 . An Equal Opportunity Employer AUG-18-93 WED 8;58 CENTRAL MINN FABRICATING FAX NO. 8128881950 P.02 0 RUG--IY-83 TUE 16;42 CENTRAL HN FAB WILLMAR FAX 90.6122356986 P,01 ` Central Minnesota Fabricating Inc, AN EQUAL OPPORTUNITY EMPLOYER H Sales 0111m P.O. BU 1178 8068 Eaat Bloomington Fmevray Willmar, MN 66201 Sutra 180 W16 (612) 255-4181 Bloomington, MN 55= (812) 86&1676 August 17, 1993 Tot R. J Ryan Conanction, Inc. 6511 CederAventie5. Rlchfield, MN SS423 RW Cartificate of ComPltance R. J. Ryan Building / Eagan, MN To whom it may concern; This letter is to certify that Central Minnesota Fabricating, Inc, has fabricated and supplied Structural Steel and supplied the Steel Joist and Roof Deck in strict compliance with the Rnal Approved Design Plans and Specifications, Please feel free to call if there are any questiom Respectfully yours, L MINNESOTA FABRICATING, INC. ) Jerome Willlams, Sales Engineer CJ rJ ~ G 4 tticl n ~ci I{ I~MT. ~fL. MEMO TO: JIM STURM, CITY PLANNER/ JOE MERCHAK, CONSTRUCTION ANALYST DALE WEGLEITNER, FIRE DEPARTMEDIT BILL AKINS, ELECTRICAL INSPECTOR PUBLIC WORKS/ENGINHERING DEPARTMENT UTILITY BILLING CLERK FROM: DOUG REID, CHIEF BUILDING OFFICIAL DATE : 6// 7/5~,5--- SUBJECTS FINAL INSPECTION The Protective Inspections Department will be performing a final inspection of 6etN//r ly• on ue sak 1,;ner> A Certificate of Occupancy will be issued following our approval. If you are requesting that the Certificate of Occupancy be held, please fill out the proper hold request form. Failure to return the hold request form within five working days from the date of this notice will be considered your approval. The person or department requesting the "hold" is responsible for notifying and resolving any problems with the affected parties. PLEASE RETURN HOLD REQUESTS TO BILL BRUESILE. MEMO TO: JIM STURM, CITY PLANNER JOB MERCHAK, CONSTRUCTION ANALYST DALE WEGLEITNER, FIRE DEPARTMENT BILL AKINS, ELECTRICAL INSPECTOR PUBLIC WORKS/ENGINEERING DEPARTMENT UTILITY BILLING CLERK FROM: DOUG REID, CHIEF BUILDING OFFICIAL DATE : SUBJECT: FINAL INSPECTION The Protective Ins'p/ectio__ns// Department will be performing a final inspection of a9Y~ 6~s~TP{- (t`. on f uebse k;nen A Certificate of Occupancy will be issued following our approval. If you are requesting that the Certificate of Occupancy be held, please fill out the proper hold request form. Failure to return the hold request form within five working days from the date of this notice will be considered your approval. The person or department requesting the "hold" is responsible for notifying and resolving any problems with the affected parties. PLEASE RETURN HOLD REQUESTS TO BILL BRUESTLE. rjk\,RJRyan Construction, Inc. 6511 Cedar Avenue South • Minneapolis, Minnesota 55423 (612) 8664632 • Fax 866-0390 August 17, 1993 City of Eagan 3830 Pilot Knob Road Eagan, MN 55122-1897 Attention: Joe Merchak Building Inspector Reference: Huebsch Building n ~JLh 2941 ad 6 fif Special Inspection Dear Mr. Merchak: During construction, I conducted the structural special inspection for the above facility. The structural frame and its associated bearing conditions, high strength bolting, and deck welding and side lap fastening systems all appear to be properly installed. Sincerely, R.J. RYAN CONSTRUCTION, INC. E' Ron Ryan Registration #9573 RR-mr B:RR-CIT-2 An Equal opportunity Employer HUU-18-yJ WEU 6;b9 CENTRAL MINN FABRICATING FAX NO. 8128881950 P.03 RUG-17-93 TUE 16:43 CENTRAL MN F9 WILLNAk" FAX N0. 6122356966 P,02 Central Minnesota Fabricating Inc, AN E4UALOPPOFITUNITY EMPLOYER Home OffSce: ggw OHiee: P.O. Bom 1179 8053 Sa26 Sioonuagton PSeeway WAUmer, MN 56201 eurte 180 (612) 286-UBI moftmia fftm, MN 55420 Ph, (612)888-1676 August 17, 1993 To. R. L Ryan Constructim, Inc 6511 CedarAvenue S, Richfield, MN 55423 Re: Certificate of Compliance Huebsch linen Building / Eagan, MN To whom it may Concern; This letter Is to certify that Central Minnesota FabficaUng, Inc, has fabriCated and supplied Structural Steel and supplied the Steel Joist and Roof Deck In strict compliance with the Final Approved Design Plans end Specifications. Please feel free to call if there are any quastions. RespaWulty yours, LMINNESOTA FABRICATING, INC. Jerome Wilflanw, Sales Englneer if I:ICNI(RAI. IN] (MMA II ION 13-7 CONTRACTOR'S MATERIAL St TEST CERTIFICATE FOR ABOVEGROUND PIPING PROCEDURE UPOn cmmPl"On Of work, Inspection and tests shall be made by the contrectarl reprerentatlwl and witnneed by en 0.,'$ r.pr l".1.0 e. All d.lent th.ll M "',acted and WR.m left In eeNlca bafore cenb.ctgr'a MUpnnel finally law. the lob. A certificate shell be filled out and signed by both repreuntativet. Copies shell be prepared for approving authorities, owners and contractor. It it understood the owner's rePr.rentative i signature in no way prejudices any claim against contractor for faulty material, poor workmanship, or failure to Comply with approving wthcXltyY rpuir ments or local ordinances. PROPERTY NAME DATE PROPERTY ADORESS~ --'7- -4 l G 2. ~OV rt ~ ~[o,~t~J Wl FJ ACCr.PTEO BY APPROVING AUTHORITY('S) NAMES PLANS INSTALLATION CONFORMS TO ACCEPTED PLANS YES O NO EQUIPMENT USED 15 APPROVED _ LSr ""c(P ONO IF NO, EXPLAIN DEVIATIONS IIAS PERSON IN CHARGE OF FIRE EQUIPMENT SEEN INSTRUCTED AS TO LOCATION OF CONI ROL VALVES AND CARE AND MAINTENANCE OF THIS NEW EQUIPMENT E$ []NO IF NO, EXPLAIN INSTRUCTIONS ' HAVE COPIES OF APPROPRIATE INSTRUCTIONS AND CARE AND MAINTENANCE CHARTS $ NO AND NrCA 13A BEEN LEFT ON PREMISES IF NO, EXPLAIN LOCATION SUPPLIES SLOGS. OF SYSTEM • MAKE MODEL YEAR OF ORIFICE QUANTITY TEMPERATURE MANUFACTURE 517.E RATING - a- SPRINKLERS vqq ~F twn t 20 L[n I'd PIPE CONFORMS TO STANDARD r~ES ONO PIPE AND FITTINGS CONFORM TO STANDARD U ~c$ ONO FITTINGS IF NO, EXPLAIN ALARM DEVICE MAXIMUM TIME TO OPERATE THROUGH TEST PIPE ALARM - VALVE TYPE MAME MODEL MIN. SEC. ' OR FLOW OW INDICATOR RY VALV O D. MAKE MODEL SERIA N MAKE MODEL SERIALNO. TIM TRIP WATER AIR TRIP POINT TIMEW R ALAR THgU YE PE PRESSURE PRESSURE AIR PRESSURE FIE L OPERATED _ OUTLE"Fr PROPERLY P PIPE MIN. SEC. PSI' P51 P51 MIN. SEC YES NO - ,,OPERATING TEST W O.D. - O.O.D W do O.O.D. IF NO, EXPLAIN' r ' 'MEASURED FROM TIME SPECTOR'S TEST PIPE IS OPENED. I- a5A 00,410) PRINTED IN USA (OVER) QRstrartor's Material k Test Certificate for Aboveground Piping 11-10 SI'K IN KLF:0. .ti1'R'I'1'.AIS OPERATION ❑PNEUMATIC ❑ELECTRIC ❑HYDRAULIC _ mP SUPERVISEC - UEIECTING MEDIYSUPERVISED [:]YES LINO ES VALVE OPERATE FROM THE MqN ift AND/OR REMOTE L STATIONS I~YE$ ❑NU DELUGE A IS THERE AN ACCESSIBLE FA IN EACH CIA, FOR TESTING IF No. E% PnEAC)ION VALVES ry*~(MII CIIILUII IYV.ItA - TM9 - Rate+~. MAKE MODEL SIaERVOlON 11154 ALARM VALUERTLEA.Y RAtER YES NO VES MIN. SEC. • _ H QFuf S_TA Tom: Hvdrmtuic vns +hsll be meda tl nm leg Chen 700 p+: 111.8 ban) IoI two hour or 50 pal 11.1 bn11 abpY1 static n•e+wn •n e.ceu of 150 pu 110.7 bent for two boon. Dl/lenntid dryglpa valve cI Wplln shell be lab opan during Cwt t0 prevanl damage. All ebouey ound piping leekwe still be slopped. TEST F~~5 RING: Ftnw the rnyyu•IM rpf umd wets it deer w iMicuad by nn cmlecbon oI Ipregn marorial in OurlW bsp+sl punwnuch w DESCRIPTION h-y~snU and binwalls, FIusM1 at ilom not Iwr Ivan 100 GPM P51a Uminl for aar❑ woe. 600 GPM 17271 L/mint for 5inth Plpb )50 GPM 11879 L/mini for 9mcn plpa, 1M0 GPM 11)9$ L/mini 1Rr 9dncn Pipe, 1500 GPM 156)9 Um•nl for IO:neM1 pipe and 2000 GPM I)STO L/rmnl Ipr 17inc❑ Ppipa WMI• wnPIY cannot produce RipulFHd /low ntn, rhuln mev.mum evailabla. p~~~Idptl F,+lehh.h a0 nu 12) husl e1r prsulPe and income drop wh1<M1 sbu nPl evrcu4 f ~h p+l 10 1 bud In 2a M1pu.f TnC pr.T- io~eia•rT.7 a rormel waver Irvlrl Ilnd an pie+wn~eend mq+ma an P•M+me rlrop which +ha11 viol eFCeIM LSy p+i 10.1 bnd In 7~ hours. ALL nIPING HYDpI)91AlICAl.LV 1fSrLn Ar esf7Q PSI FOR_/InB• NIL SIAiI!IU(ASON IIRY PIPING PNEUMATICALLY TESTED r1~ Oyu LINO EQUIPMENT OPERATES PROPERLY ❑YES LINO OMIN READING OF GAGE LOCP.TEO NEAR TER SMCLY TEST PIPE: RESIDUAL PRESSURE WITH VALVE IN TEST PIPE OPEN WIDE TESTS TEST STATIC PRESSURE'. PSI PSI Underground mains end lead In connections to system risers flushed before connection made to sprinkler piping. VERIFIED BY COPY OF THE U FORM NO, eSB ❑YE$ NO OTHER EXPLAIN r LH$14EO RY INSIALIAP OF UNDER e{/ I:IIDUNO SPRINKLER PIPING I, IYEE 1'I Ar.I: '.Ei110K1 NUMRf II VSIII IJ IC n 1 ON3 N - ES1 UMRFR nFMOVEtI dASKLIS WELDED PIPING LINO _ N F YES. CIO YOV CERTIFY AS THE SPRINKLE0. CONTRACTOR THAT WELDING PROCEDURES COMPLY W I TH TIIE REQUIREMENTS OF AT LEASI AWS 010.9. LEVEL AR-3 YES LINO 1 ' UO `Oil CERTIFY THAT THE WELDING WAS PERFORMED BY WELDERS QUALIFIED IN '.1 OF:_II Crl'd PLIANCF WIt11 THE nEQUIRE.MENTS OF AT LEAST AWS DID. R, LEVEL ARJ YE$ ❑NO `I 00 YOII Cr," HFY THAT WELDING WAS CARRIED OUT IN COMPLIANCE WITH A 110CVMf NTEO OVAL. I IN ('(INTnOt Pnp('EOIIRK to INSI)RF I FIAT ALL 111%CS Anr TIE 1111( V rill 1I4A 1 4114 NINfIS IN PIPINU ARE %MOO N L t 64A I SLAG AND Otlll It WELOINO RESIDUE ARE REMOVED, AND THAT THE INTERNAL DIAMETERS Of NO ~-1 PIPING ARE NOT PENETRATED YCRAUtIC ;TAE PLATE VAOVIOED IF NO, EXPLAIN DATA NAMEPLATE _ LSYE$ LINO - DATE LEFT IN SERVICE WI tH ALL CONTROL VALVES OPEN: 91CMA to KS NA''M``III'SnItINKLCq CONI PACIOR . -6 kA G-1 L4,E TESTS WITNE EDDY SICi.ATURES FOR PROpEATY OWNER (SIGNED) TITLE DATE F PAIN ER TRACTOR (SIGNEO) T DATE C'•_ ADOI7ION 4L EXPLANATION AND NOTES IF u 85A BACN CGntractnr S Material & Test Certificate fOT AbOVEgFound Piping ( ~ 8 "C)L>C)C)C)C)Ur7L)i)l)f)I%C)UUC)r)1)1)C%C)C)C)C)C)C)h")C%pC%l%C)r). C)C)C), _)C)L)JC)C)C)C)I)C%C)GC)C)1,)L)C)L)i%L,)1)1.1C)h)!,)!.%I)C%L~l.')UC)C)r.')C)C)C)0' 3 Hydrau l ices Summary Sheet; 3 INDEPENDENT FIRE PROTECTION INC Resigner: H WI:FBF 3 390 93RD HUE. MW CaIt: By: H WI.ERE 3 .ii` MINNEAPOLIS NN 55433 Date: 11-29--4';1 3 3 . 'L)NOL)C)3C)L)/)RCr/,'rC)L%L)/)/)L~l)C)I%hrU~C)f%L'lrl)L)Liil%L)Li L)L)L)C%~)L%L)lrt)? ,?/.)i)C)C)CiC)pCiL)L)l)pC)C)GL)L,)L.)L)L,7nC)C)l)C)C)C%L)t.`)C)r' 3 Project, Intormation 3 3 Hydraulics Information 11 3 COCA-COLA TRIER TREATMENT PLANT Deman~:l..., S' _i 2750 EAGHhIDALE[ BLVD _.,__.__.__.._.Sprinkler 3 3 E8GHN MN 3 3 Required Preis: 57.01 PSI 3 ` 3 Required Flow: 3'1..0.4'9 GPhI 3 ter` Static H 1ev: 0.00 Ft jr _i Contract No: 94038 :i _i` $,y•:S I`ri: 1I1 _i 3 Building: 1993 ADDT.TIOIY 3 _i' Total Pres: S7.01-01 3 3 System ID: "J" 3 3 Hdd'I Floras: 0.00 GPM i' 3 Rat Drawing: 1 OF :l. 3 Hose at Src:e.: 250.00 GPM 3 lot.ai Flora: 570.49 GPM ? honst,: CONC BLOCK & AAR JOIST S` 3 3 3 Occupancy: ORDINARY GROUP 1 3 _i' Supply... i' Water F low Test 51 Authority: RISK ENGINEERING INC Static; 65.00 PSI 3 .5` Rr:sidu:ai_: 55.00 PSI p C)/.)3L)nnL)C)C)C%L)L7C)C%l C)pt~C)UCiCinC)/7l)/,)l%C D i . ' ) C ) L ) n l ) C ) / , % L . % ! . ' ) C ) C ) L ) ! . ) C ) P 3 Q t y Flowing: 2 7 2 0. 0 0 611H 3 ? L • " ' L , ) C ) L ) L > C ) L ) L 7 C ) C / L 7 C ) C ) I ) L ) p L C ) C ) l . ) L ) C % L " ) I ) L ) C ) L ) C ) C ) L ) C r C ) C ) C ) C ) C r C ) C r L ) / r C ) C ) h ) C r ; ' A FT E l e v a t i o n : 0.00 Ft System Information 3 S Date: Time: _r 3 _i' .3 ' By: C.I.TY I.tF..EAOFIhi 3 3 Hydraulics Design Criteria > _'i` .;1 3 Standard: NFPA 13 3 3 Pump Data II o.1,d-. ORDINIlRY 1 3 _i' Rated MA) PSI@ (MR)-411i 3 Figure: 5-2.3 Curue: 2 3 A Boost Pres (MR) PS.I. 3 Sy ~ stem Type: LIE.'f A _ 0 is charge Pre (NA) I SI. _4 3 .1 A Discharge Flow (n) GPM 3 Density: .15 GPM /SgFt. a' 3 Remote Area: 1.500 `;gFi; ined 3 Sp r Cov: 128 SgFt 3 Static: (MR) PSI 3 3 .j Res iduaI (MR) PSI S` 3 Sprinkler:: No .2les 3 _i` F low: (n) GPM _ 3 Ma nufar RE L. I. FIB L. F. i' 11 _ Model: C: 3 3 Av ailable... 3 Size: 112'' .3 P) 64_44 PSI@ 570,49 GPM 3 K--Factor: 9,62 ,8' F) 1'.7,01 1-<;I( 24.L0.0 li GPM 3 Temp gating: 1.65 3 j 3 J, J A Ndrg'In.__ ..i' P`re'ssure: 7.44 PSI 1r" 3 5' 3 Fiord: 1839. 7 6 P M tTaL)C)C)/,)C)L)C%l)C%/.%C)!.%C)L)Ci3CiL%L)C%Ci%rLiC)C)C)C)C)L,rC)L)CrC)C)!)C)n[)PC)C)C)C%C%}' t%zY.)C)C)l)C)C)C)l.)L)C)C)C)CrL)C%C)!rC)L)LrL)LrC)C%CiC)C)C)~C)Y 3 Sigma Dynamics Corporation 7700 Hydraulics Y e~"C)C)UL)C)C)C)C)C)L7C)C)C)L)C%C%L)C)CiCN,)L)!%/.)CrCr Jr%rC)UC)C)L)C1L)C)C)/%Ci%)C)L)C)/,)!.)CrC)C)L)L~L)>r7L%C)L)C)C)L)C)RC)C)/.)L7T)C%C%C)L)/.7L7L%C)t)L)C)C) S' 01/i ~J~ ~a gmnGA c to Pa,r~ ! I F HYDRAULIC DESIGN. INFORMATION SHEET NAME S~tl _ DATE h'ZS -~J3 LOCATION' 29`f~ GE N7F ir- J RUILOING__,-~~_. SYSTEM NO. CONT'RACTOr% AMTJ.p/~ _(A .y ~M.~gnl Tn i~ltt! rrg2 CONTRACT NO. CALCULATED BY iL'e DRAWING NO. _ CONSTRUCTI(NJ:COM USTIDLE ❑ NON-COMOUSTIBLG CEILING HEIGHT 410 - FT. OCCUPANCY- 1991 NFPA 13: ❑ LT. HAZ. ORD. HAZ. GP. ❑ 1 ;54 ❑ 3 ❑ EX. HAZ. ❑ NFPA 231 ❑ NFPA 231C: FIGURE CURVE ❑ OTHER (Spoolly)~._._.__...._~.~. - w ❑ SPECIFIC RULING MADE BY DATE 0 - AREA OF SPRINKLER OPERATION ._:LQQO SYSTEIxi IYM DENSITY Lo WET C3 DRY t-7 OELU_GE M PRE-nCTIO1J } AREA PER SPRINKLER SPRINK R OR NOZ E N IIOSE ALLOWANCE GPM: INSIDE MAKE G~- MODEL _ t-0 HOSE ALLOWANCE GPM: OUTSIDE 2SC1 SIZEW____LnP K-FACTOR RACK SPRINKLER ALLOWANCE TEMPERATURE RATING 1~,'° - CALCULATION GPM REQUIRED q?-Q • CoCo PSI REQUIRED (01, 70 AT BASE OF RISER. SUMMARY "C•• FACTOR USED: OVERHEAD- 120 UNDERGROUND /40 !l &IM-E-LOW-1EU EUME-DATA TANK OR BESEBY_OIa DATE & TIME RATED CAPACITY CAPACITY - _I STATIC PSI _(O$ AT PSI ELEVATION a a RESIDUAL PSI _ 3C~ ELEVATION y GPM FLOWING ~1oZ>7 WELL w ELEVATION PROOF FLOW _ GPM r_ 3 LOCATION Z? 'S SEfLJ1GF ?Z^ C7 SOURCE OF INFORMATION Gi COMMODITY- CLASS LOCATION w STORAGE HEIGHT__ AREA AISLE WIDTH Q STORAGE METHOD: SOLID PILED PALLETIZED % RACK 1- ❑ SINGLE ROW ❑ CONVENTIONAL PALLET ❑ AUTOMATIC STORAGE ❑ ENCAPSULATED > [J DOUBLE ROVI ❑ SLAVE PALLET SOLID SHELVI14G ❑ NON- I- ❑ MULTIPLE ROW ❑ OPEN ENCAPSULATED O < FLUE SPACING IN INCHES CLEARANCE FROM TOP OF STORAGE TO CEILING O 2 LONGITUDINAL TRANSVERSE FT. IN. U HORIZONTAL BARRIERS PROVIDED I IUF"PSCi l E.A161\I I'il'l f.St 0 K- 1 4 ; i)AD GROUF 2 C d F OUTLET TABLE OUTLET V: FV I!_R PRESSURE FLOW ELEV. (FEET) 1 - 14.100 0. 741, f, O. 40 19.00 14.51.'0 00.440 80.00 19.00 14.. r(rl' :52.061 02.1.17 19. 00) 4 .1 4 . , o ! l . 38 89.31 19.00 14.500 17.149 88.85 19.00 I ILtr_k3 Gl i E.i rG.i(lld I'WA I `.+I 1:: I'I r (ill i1(dfl.1F 3o r- ~ PIPE TABLE: - FRICTION FRICTION J1_KOC'TT'Y PIPE NO. DIAMETER KNOTH FLOW GPM 0 LOSS/FOOT LOSS/ I'UTA I EET'/ VI QHi,- 1 . ,.00 00.40 120 .0436 873 6U, 2 2.2py 'y. 00 150.39 t 2o .1566 . I 2 1 . 1 .Sl' :4-2.00 120 3iLn 4.374 YO, "4 4 T.22/ 2U.00 89.31 120 .0530 1.060 /./1 10.00 118.16 120 .1902 902 2.473 14./ 6 .154 12.00 178.16 120 37 2.685 ls. ~7 7 V.144 . OQ 242.50 120 950 4.749 0.1 B 4.260 0.00 242.50 120 .0143 .286 5`i -5 420.66 120 tL, iFr 3.227 to 4. NYC ....00 420.66 120 .0396 21.0sk 41 6.:'ho 1 I .(y:- 420.66 120 .0196 .4:16 V.[.1 1: 0.00 A20.66 1:20 .0521 I.Vol I Q . 6 1 6.000 100.00 420.66 140 .0055 .548 KY 14 6.030 .01 670.66 140 .0130 .000 7. 115 "Wr`lAR C," r i >t. h t i,r:., Quri.n4..lur Chn sul antm (913)281-J!64 Li4dr5bl - NnT'i:ClNr'11._ AU'I-f7Nmic SPRINKLER CO. St Paul, Minn. 1111E D CH E FlC?AN MN MO K- 14n Oil). GROUP 2 ROUTE NO. I DESCRIPTION T l I t'l ki°k~i. F~ I4 ; F T li' h l..l. i s PE F''lii 1L I . E A,-,.1. LT IC)Tdll.. F,4r 4.:,U I lr r p,,_. K- 14.50 .6"1d. ii o ,(jib j PIPE 1. ED.SIC' 20 0 20.0 .87 0.74 Km 14.:3:? . PIPE, ~A 160.3v ITO 0 20W 3.13 10.44 . OUTLET S2.10 2.22V 1 3.0 4.75 K- 1.4.5ii i) 10 .00 .00 .326 PIPE _ I .50 120 it 13.0 4.37 2.06 k4j, 2.0 39. 1 .3% 0 to .00 f'.IP 7 242.50 120 0 12.0 4.75 _ REF 100 .00 1.260 0 20.0 43.87 . . hE=;F 101 7.7E'#.16 1.260 0 132.0 44.16 .QAJ Q Q .0V F'i PE rl 420.66 120 0 132.0 REF • 1(Y Of) 4-1h)() 1 46.0 49.39 .010 0 26 .00 f tf 1 i 470.10 !;[0 1 72.0 2.95 1IF 10 I. 60 U L1.0 52. is?4.ij C? ii ,00 PIPE 11 420.66 120 0 11.0 . . 44 . RE:F 104 .00 4.026 0 38.0 52.67 .052 0 0 8.25 PIPE! z. 4, O. ns 120 0 9.0 1.98 REV 105 .00 6.030 U 00.0 62.90 .005 0 0 .0o PIPE 13 42W66 110 0 100.0 .55 Of 20 sor-~ rai7u U.LA T P'TPE PT P'V NEFEFENCE LOSS/FT E. FITTS PE_ PF= Q-•TO'TA.. UWAUT Li TOTAL. PF PC) NOTES REF 106 50.00 6.030 p ,4' 63.4,J .0L3 o 0 .Cyr PIPE 14 610.66 140 0 .0 .00 >.4:; Supply far-7 HUF~ktlilH' EAUAN HN HA O 1::=-14.0 OO.OnOUP 2 1'tC31.l'IF 1140. DESCRIPTION REFERENCE IDSS/1=`T F: FIT'TS PE: P'E:: iT '1'i'7'1 11.... J ....1(W."1' E-.T' TY]'TAt. P>F=' PO viol{ , K= 14.54) U .CICi (IQ PIPE 4 89.31. 120 0 20.0 1.06 37.94 OUTLET 5 91.00 2.227 1 3.0 3900 1.45 K- 14.5v ,1.? q :1 i1Q .Of) PTPE 5 170.11 120 0 13.0 2.47 07.0'5 REF o uo 2A W W 1 2.0 41.47 .:'24 0 10 .00 PIPE 6 170.10 120 0 12.0 2.60 RI' F= 101 44.16 HYDRAULIC GRAPH SHEET CONTRACTNAME- V (ALL ADDReSS- -Z941 e-v,-tff-x co-, wf- W t .ND-- 1IL4574 G.P.M. REOD-- DENSRY SOFT.FOR - o CALCULATED , AS-AT.4= SO. FT. PER A.S. ' NOTE- CALCULATED BY: -r. L 1 120 11 110 105 00- 95 80 H5 , BOA I a ; .O in O 60 ft -Z N a 55 1 3Cv . 50 I 45 40 x -40to PICA, E. 3 i 25 Z 20 15 i 0 5 it lifill lilt a f~ b .1LA 900 500 700 800 a 800.' 1 SCALE 'k 4 ,X_> l1 600 800 . 4 1000 1300.1400 ..1800 : YB00, •.2080 ,SCALE, 20D 400 + x,; lp0 800 _ 600 1200 1500 7800; 2100 -'2100 2100'; 9000 SCALE IWO 20M 2m 9W - 9200 9800 4000 SCALED y' 800. 1300 - FLOW - (G. P. M.) F.1901c see Used ~ 41: MEMO -city of eagan TO: DIANE DOWNS, UTILITY BILLING CLERK FROM: LANE WEGENER, ENGINEERING TECHNICIAN DATE: AUGUST 18, 1993 SUBJECT: REF COMPUTATION FOR 2941 CENTER COURT LOT 11, BLOCK 5, EAGANDALE CENTER INDUSTRIAL PARK HUEBSCH LINEN I have computed the REF'S for Lot 11, Block 5, Eagandale Center Industrial Park located at 2941 Center Court. The total REF's are 9.50. My computations are based on a site plan prepared by R.J. Ryan Construction, Inc. dated May 5, 1993. The total lot area is 1.80 acres of which 1.48 acres (82%) is considered impermeable surface. f ne Wegener Engineering Technician cc: Michael P. Foertsch LW/je it ~Cairankje E'( kW 4p~dtV of eagan THOMAS EGAN Mayor PATRICIA AWADA May 18, 1993 SHAWN HUNTER SANDRA A, MASIN THEODORE WACHTER Council Members THOMAS HEDGES TOM RYAN City Administrator R J RYAN CONST INC E. J. VAN OVERBEKE 6511 CEDAR AVE S City Clerk MINNEAPOLIS MN 55423 Re: Proposed Huebsch building - 2941 West Service Road Dear Mr. Ryan: We have completed our review of the construction documents submitted in pursuit of obtaining a building permit for the above-referenced project. The comments listed below are limited in scope to selected areas of special concern and are not intended to comprise a complete and exhaustive report. 1. The structural engineer of record must complete the enclosed Special Inspection and Testing Schedule form. Please return the form to our office after obtaining all of the proper acknowledgement signatures. Each special inspector, fabricator, and testing agent must submit a Final Inspection/Test Report or Certificate of Compliance, as applicable, to our division before a Certificate of Occupancy will be issued for the building. Guidelines for special inspection and testing accompany the schedule--Uniform Building Code (UBC), sections 302(c) and 306(c) and (g). 2. Please note that the Uniform Building Code Standards referenced in the building code (a list occurs in chapter 60) is a part of the code. Other standards providing equivalent performance may be used only when such alternates are approved by the building official under the provisions of Section 105 of the building code--UBC, section 6001. 3. Provide certified verification that the proposed lighting power budget complies with the Model Energy Code (MEC), section 505 as amended by Minnesota Rules, part 7670.0800, subpart 2: Please note that this amendment requires, with certain modifications, the budget to be calculated in accordance with 1993 criteria as specified in the Code of Federal Regulations, title 10, part 435.103. An information packet and worksheets are available from the Department of Public Service Energy MUNICIPAL CENTER THE LONE OAK TREE MAINTENANCE FACILITY 3830 PILOT KNOB ROAD THE SYMBOL OF STRENGTH AND GROWTH IN OUR COMMUNITY 3501 COACHMAN POINT EAGAN. MINNESOTA 55122 1897 EAGAN. MINNESOTA 55122 PHONE: (612) 681 4600 PHONE, (612)681-4300 FAX: (612) 681.4612 Equal Opportunity/Afflfm0live Action Employer FAX: (612) 681 4360 TDD. (612) 454-8535 TDD: (612) 454-8535 4. Please submit calculations substantiating that the building overall thermal envelope is in compliance with the Minnesota Energy Code (Minnesota Rules, chapter 7670)-- MEC, section 104.2. 5. Please submit two copies of certified electrical, mechanical (HVAC), plumbing, and fire-suppression systems plans--Minnesota Rules, chapter-part 1800.5200 and UBC, section 302(b). 6. Provide a letter of SAC unit determination from the Metropolitan Waste Control Commission. 7. Provide signage at the handicap parking stalls, visible from the vehicle parked in the stall. 8. Two exits shall be provided from a mezzanine when the area of the mezzanine exceeds 2,000 square feet--UBC, section 1716, item 5. 9. Provide a protective guardrailing on the sides of the mezzanine open to the warehouse--UBC, section 1711. 10. Please we take notice that an unlocked exit door from this corridor must be maintained in the event that the future demising wall is constructed--UBC, section 3303(a). 11. It appears that the lunch room (figured at 15 square feet per occupant--UBC, table 33-A, item 4) would not be considered totally an accessory area to the office area as it would be if also used by warehouse workers and drivers. This condition would increase the occupant load factor for the office area, thus requiring a protected corridor without dead ends in excess of 20 feet--UBC, section 3305. Please revise the design or provide substantiation that this condition will not occur. It is our hope that this report will be of benefit to you in achieving a project that complies with the various state and local codes, laws, and ordinances. Sincerely, Joe Merchak Construction Analyst Enclosure cc: Ron Ryan, Engineer Len Lampert, Architect Huebsch Linen & Uniform Rental Doug Reid, Chief Building Official Construction Inspectors JM/mg ,1 CITY OF EAGAN Page 1 of 5 PERMIT d TO WORK WITHIN CITY PROPERTY/RIGHT-OF-WAY/EASEMENTS 1. Location C/~A,1t.(/ - 09i~ 11 f&A.11,, 2 . Nature of Work ! ~ k / ~ ~ / J s i!/~ Ct L L o 4- 1 } E L o c L z'L 3. Indicate below items to be affected and include a sketch or plan of work to be done. Curb & Gutter Street Surface Trail/Sidewalk Trees: Pond/Wetlands Public Traffic Control Devices/Signs Private Drainage Utilities Structures/Buildings Other 4. Method of Installation or Construction Odn/b /(~L 14IS-7V ( ;65-47441- 5. Work to start on or after: and shall be completed by: L0 I unless an extension granted to: by: DATE STAFF/DATE 6. Will detouring of traffic be necessary? If necessary to detour traffic, describe suggested route: DETOURS: The Director of Public Works shall be notified in writing at least 72 our in advance of any detour being established, changed or discontinued. K? I NAME OF APPLICANT PHONE ADDRESS ll PLIAS a E PRINT STREET CITY STATE l ZIP NAME OF PARTY OR ORGANIZATION PERFORMING WORK 1'f 40-3 ' CONTACT PERSON: EMERGENCY (24 HR.) PHONE ADDRESS DAY PHONE 75el-4zl STREET CITY STATE ZIP The undersi d herewith accepts the terms and conditions of this permit by the City of Eagan as herein c ined and a .ee to fully comply therewith to the satisfaction of the City of Eagan. Signed: Title: ZZ DATE: FOR CITY USE ONLY AUTHORIZATION OF PERMIT FINANCIAL SECURITY: AMOUNT: TYPE: 0 (Cash,bond,LOC,etc.) Fee: $ 0;;'- Receipt No. CK 013864 Permit No. In consideration of agreement to comply in all respects with the regulations of the City of Eagan covering such operations, and pursuant to authorization duly given by said City of Eagan; permission is hereby granted for the work to be done as described in the above application, said work to be done in accordance with special provisions as hereby stated: APPROVED BY: ,DEPT. OF PUBLIC WORKS BY: Z 9 /DATE ALL LEGAL REQUIREMENTS SHOWN ON REVERSE SIDE AND ON ALL "SPECIAL PROVISIONS" TO BE COMPLIED WITH! THE DATE WHEN WORK IS COMPLETED MUST BE REPORTED TO THE EAGAN CITY ENGINEER. Permit No. Page 2 of 5.S PERTINENT REGULATIONS Safety 1. Traffic shall be allowed to pass and to be protected at all times. If it is not possible to allow traffic to pass, a suitable detour must be provided and plans submitted to the Director of Public Works 72 hours in advance. 2. Barricades shall be erected in a manner which will provide suitable visibility in all directions. All barricades shall be in good condition, and all signs shall be of such size and legibility to provide adequate warning to oncoming traffic. At least two 7" flashing amber lights shall be mounted on each end barricade with one on an advance warning sign. 3. Excavations must be shored or sheeted when necessary to prevent under-mining of roadway, trailways, utilities, or for safety reasons. 4. Guys or stays shall not be attached to trees on right-of-way or private property without written permission. 5. Flagmen shall be furnished by the party or organization performing the work whenever the work being done creates a hazard either to the traffic using said road or the personnel engaged in the construction, or when directed to do so by the City. OPERATIONS 1. Permit on Job--Permits or copies shall be kept-on the site of the work while it is in progress in the custody of the individual in charge, and shall be exhibited upon request made by any City official. 2. Provisions and Specifications--These general provisions, specifications and Std. Plate P-1 shall be considered as forming an integral part of each and every permit issued for operations within Eagan. The work authorized by this permit shall be done at such time and in such manner as shall be consistent with the safety of the public and shall conform to all requirements and standards of the City. If at any time it shall be found by the City that the work is not being or has not been properly performed, the permittee, upon being notified by the City, shall immediately take the necessary, steps, at his own expense, to place the work in condition to conform to said requirements or standards. 3. Execution--The permittee shall use diligence in the execution of the work authorized under this permit in order not to endanger or unnecessarily obstruct travel along any road or trailway. Operations shall be so conducted at all times as to permit safe and reasonable free travel over the roads and trailways within the limits of the work herein prescribed. All safety measures for the free movement of traffic shall be provided by the permittee at his own cost. , 4. Conformity to Laws--Thy installation shall be made in conformity with all applicable laws, regulations sr.. codes covering said installations. All installations shall be made in conformity with regulations of governmental agencies for the protection of the public. a. The applicant shall furnish a bond or financial guarantee in the amount to be determined by the City which is required to ensure adequate & timely completion of repair. This bond or financial guarantee shall remain in effect for 2 years subsequent to completion of street repair to protect the City from defects in material, workmanship or non-compliance with City Standards or specifications. Permit No. Page 3 of 5 b. The applicant shall furnish evidence of public liability insurance of not less than $100,000/300,000 and property damage of not less than $25,000 issued by an insurance company authorized to do business in the State of Minnesota on which the City is named as an additional insured party. C. Except for the negligent acts of the City, its agents and its employees, the permittee shall assume all liability for, and save the City, its agents and its employees, harmless and defend same at its sole cost and expense from any and all claims for damages, actions or causes of action arising out of the work to be done herein and the continuing uses by the permittee, including but not limited to the placing, constructing, and reconstructing, maintaining, protecting and use of said facility under this application and permit for construction. 5. Existing Facilities--The utility facility and installations shall not interfere with any existing utility facility on the City's right-of-way or easements. It is the responsibility of the applicant to call for necessary locations of existing utilities. (Gopher One 454-0002) 6. Private Property--The work permit or permit for construction as issued does not in any way imply an easement on private property. 7. Quality of Work--Finished surface, base and sub-base of road or trailway upon completion of work shall be at least equal to or better than specifications of originally provided road or trailway in accordance with City Standard Specifications. Surface shall be finished within 48 hours upon completion of backfill 8. Cutting Trees--The permission herein granted does not confer upon the permittee the right to cut, remove or destroy trees or shrubbery within. the legal limits of the right-of-way, easements that are not specifically identified on the plan attached to this permit or relieve permittee from obtaining any consent otherwise required from the owner of the property adjacent thereto. 9. Drainage--All waterways and lines of drainage shall remain operative. 10. Pole Anchors--Pole anchors, anchors, braces or other construction will be permitted within right-of-way or easements and will be approved on a case by case basis. 11. Driving Limitations. a. Driving or parking on City trails or sidewalks shall only be permitted for those operations requiring direct access to the boulevard area. b. Vehicles operating or parked within the right-of-way area shall utilize their warning flashers at all times. C. Vehicles driving on trails or sidewalks shall not operate in excess of 5 miles per hour. Vehicles shall operate at slower speeds when weather conditions, trail conditions, poor visibility, obstructed sightlines or other conditions require special precautions to ensure the safety of trail users and.the general public. d. Driving shall not be permitted within those boulevard areas where damage to turf trailways or other infrastructure may occur. e. Vehicles shall not be parked on trails or sidewalks in such a manner as to unnecessarily impede the safe and efficient use of trailways by the general public. Permit No. Page 4 of 5 12. Vehicles or equipment traversing roads or trailway surfaces shall not utilize studded or chained tires, caterpillar traction, or any other form of traction which will result in damage to the surface. 13. Clean-Up--Street, trailways and affected right-of-way shall be scraped clean at the end of each work day and swept clean after construction is completed and left in a neat and presentable condition. 14. Trees and Vegetation-Burning or disking operations and/or the use of chemicals to control or destroy trees, brush and other vegetation is prohibited without prior approval from the City. 15. Replacement of Sod--Wherever top-soil and sod are disturbed, they shall be replaced and maintained satisfactorily until the turf is established. The undersigned hereby declares he/she has read and will comply with all the PERTINENT REGULATIONS as stated above and relevant City Ordinances. DATE: SIGNED: Revised 5/93 LTS111-PERMIT.FM PAGE 5 OF 5 PROPERTY LINE I I I 3 4 SAME AS REMOVED (3" MINIMUM) SAME AS REMOVED (6" MINIMUM) 2 I I TRAILWAY 1. Curb and Gutter shall be removed only after saw cutting at joints and replaced according to specifications or Standard Plate. 2. Bituminous pavement area removed shall be saw cut prior to patching. 3. Boulevard sod removed shall be replaced with minimum 4" of topsoil and cultured sod. 4. 2341 bituminous wear course shall be paved between May 1st and November 15th for permanent patch. Temporary cold mix patch should be used November 16th to April 20th (or as permitted by weather). 5. Class 5, 100% crushed aggregate base. 6. Roadway closures in accordance with Appendix B - Traffic Control for street or highway work zones - MnDOT/MUTCD. 7. Bituminous *_railway closure requirements same as roadway in 06 above. 8. Backf ill shall be thoroughly compacted by the "Specified Density Method" of compaction. All suitable backfill material placed below a depth of five (5) feet below the final pavement surface shall be placed in maximum lifts of twelve (12) to eighteen (18) inches and compacted to a minimum ninety-five (95X) percent of ASTM Specification D698- 64T (Standard Proctor Density), method "A". All suitable backfill material placed within five (5) feet below the final pavement surface shall be placed in lifts not to exceed twelve (12) inches and compacted to a minimum of one-hundred (100X) percent of the above ASTM Specification. city of eagan STREET AND BITUMINOUS TRAI! WAY approved : standard plate PUBLIC EXCAVATION/PATCMDETAIL Q WORKS 5/83 g TRAFFIC CONTROL REQUIREMENTS P-1 DEPARTMEN Metropolitan Council Improue regional competitiveness in a global economy April 30, 2001 Environmental Services Huebsch Laundry Company ,~94-1_CMtuCourt Eagan, MN 55121 ATTN: Michael Vaudreuil Re: Wastewater Volume Review for Permit Number 1094 - Located at 2941 Center Court As part of the MCES Service Availability Charge (SAC) policy, all industries holding an Industrial Discharge Permit are subject to a wastewater volume review one year prior to the expiration of their permit. SAC is a "connection" fee which has been levied since 1973 for new connections or increased volume discharged by existing users to the Metropolitan Disposal System (MDS). SAC revenue is used to pay for the unused reserve capacity portion of debt service for capital improvements. The wastewater volume review serves as a method for detecting wastewater volume increases from a facility. Current wastewater volumes are converted to a SAC equivalent and compared to a SAC baseline value. Any increases over the baseline value, or the value for SAC credits, whichever is greater, have the potential to be assessed SAC. Three, years ago, a wastewater volume review for your facility took place. At that time, wastewater volumes from your facility were noted to be below SAC baseline and/or SAC credit levels. A current evaluation of wastewater flows from your facility indicates that discharge volumes remain below the SAC baseline. Please find enclosed a Wastewater Volume Review Worksheet specifying the results of the review. Huebsch Laundry Company will not be required to purchase additional SAC at this time. If you have questions, please call Roger S. Tan at 651-602-4736. Sincerely, W. Leo H. Hermes, P.E. Industrial Waste Manger MCES Industrial Waste Section Enclosure cc: Karolyn Krech, City of Eagan Sandy Selby, MCES Roger S. Tan, MCES LHH:ptn w .metrocouncil.org Metro Info Line 602-1888 230 East Fifth Street • St. Paul, Minnesota 55101-1626 (651)602-1005 Fax 602-1138 TIY 229-3760 A. Equal Opporh dy Empiajer Metropolitan Council Environmental Services Wastewater Volume Review Industrial Discharge Permit Renewal Company Name Huebsch laundry Permit Number 1094 Permit Expiration Date 4/30/02 SAC equivalent of the July - Dec., 2000 22 Units Self-Monitoring Report. (Total wastewater volume/total number of operating days equals average daily waste- water volume. Each SAC unit equals 274 gallons) Modified SAC Baseline Value 28 Units (MCES policy determined the SAC baseline value to be the SAC equivalent of the volume reported in the final self-monitoring report for 1991. The modified SAC baseline value represents the SAC baseline value, plus any SAC units purchased after the 1991 baseline date, or the value for SAC credits*, whichever is greater.) Current wastewater volumes do not exceed the modified baseline value. The permit renewal process will follow past procedures. This review is complete. * MCES SAC purchased records may not be current, therefore, the credit value may be revised to account for unidentified credits, if the permittee can provide proof of their existence., Ago /0 Rev' wed by Date REMOTE TNCLUDTNG WALKWAY - SIGMA DYNAMICS CORP. 7700 Supply f Demand Graph 125 120 115 carq in f10 Pressure 7.44 PSI Flow 1839.57 GPM 105 100 95 90 85 . 80 75 70 CL 65 60 m 55 a 50 S 45 40 35 30 - 25 20 1 10 - - 5 1.85 0 350 700 1D50 1400 11,50 2100 2450 800 315[ 3500 A.'ca1er b Icw (GPM) System Demand.- Water Supply_ Sprinkler Demand 57.01 PSI @ 320.49 GPM Static 65.00 PSI Additional Flows 0.00 GPM Residual 55.00 PSI @ 2720.00 GPM Hose at Source 250.00 GPM Elevation 0.00 PSI Total Demand 57.01 PSI @ 570.49 GPM S U B M I T T A L S E R I A L t i t : 2:; '•f : 3 t t t :I. 11-29-1993 P A G E REMOTE INCLUDING WALKWAY FLOW TEST RESULTS Water Supply STATIC 65-00 PSI r i .r.>,.): @ 2720.00 GPM jti1.:'~,l.'i1.LIiiJ tL. 55.00 y r i 64-44 I) l:+ri`( CITY i~~!5S..SSURE 11Vil>I.L,1IB1".1!.. AT 5rrG 5 G1'J4`I P`)1,. S U M M A R Y OF SPRINKLER OUTFLOWS ACTUAL MINIMUM .J r t', F L O W FLOW t ti ' i I t C"( ll t, PRESSURE 23 28.79 18.74 5.62 26.0`24 26.85 18.74 5.62 22.82 '7L) 1.!: 24.95 1 9is {3 "~.9 1V45 ',l.,C,iS>. r` ,t 29 26..09 1.8„ 74 :x..62 .'.:1..>55; 30 23.59 18.74 5.62 17.62 31 22.,13 18.>t45 .62 15.51:3 32 1 f) 5 -1 >I. i j & 5.62 1 2 > 0 8 33 18.60 14.87 5.50 11,04 36 24.72 18.74 5.62 1. " 3s 37 22.33 18.74 5.62 15.78 38 20.93 18.45 5.62 13,87 18~45 18-45 5.62 10,78 40 17.:.61 10 87 5.>50 10.25 TOTAL WATER REQUIRED FOR SYSTEM 320.49 GPM OUTSIDE HOSE STREAMS AT Ci 25V00 GPM TOTAL 7 -f%1y l REQUIREMENT . ( i..3 I.1►~; 570.49 GPM PRESSURE REQUIRED 57.01 .I `ri,7tt•,::I.P`4i.(i`j PRESSURE UNBALANCE I t .1.t! (,.ClCIr`~'S 0.02 PSI I I i MAXIMUM UELOCITY IN PIPES 18.86 FPS Ui3M1:TTsiL. SERIAL 01Ct°•2.-:3r4:3H'i1:1. 11-29-'199:3 PAGE REMOTE INCLUDING WALKWHY FROM TO FLOW DIAN EQUIV P-LOSS PRESSURE GPM IN I P I P E PSI/Ft S U M M A R Y 39 40 1.>104 I. 7.>67 0„0802 PT 10.,2S 40) O C:i ' ! I.1 17.61. I' E r'`' i i' 7.00 PE ON C120 T 14.67 P F 1,18 38 3900 :I. (3 > '-4 `:z 1.10'''I L. 10.25 0.3019 PT 10.70 ( 39) Q 36.06 F-0 F 0,00 PE Voo ON C120 ( 10.25 PF 3.09 37 380Q 20.93 1.452 I.. 10.25 0.1854 PT 13.87 t 38) 5699 F-0 F 0.00 PE 0.00 36 3700 22.33 1.452 L 10.41 0.3418 PT 15.77 I; 37) 3 i'4 C: 12 0 T 0 4 1 P F 3 5 I: .,1i.)Sltst3 24.72 >S. s.,[,it,7e i>. 3.58 0,2719 PT 19.>)3 ~ 36) { U 104.04 F -T 1- 8.00 Pl, 0.00 15 3!.,, 1.681 L. 0.50 0.2719 PT 22.48 i; 35)- Q MR C120 1 050 PF 2.31. 14 IS, I. 'y ,t L 12.00 0.2719 25.01 f 5 11 10004 3 2 3 3 1.1011 I.. 7.67 0.0887 P t 11.44 33) 18.60 F-E/T F 7.00 PE -0.65 BI'4 1.•121: I 1067 P4' 1.>30 31 ;i 2 L) Q 1V54 1.104 L. 10.25 0.3348 PT 12.09 f; 32) 3013 F-0 F 0,00 PE 0.00 Bii 0120 ( 10.25 Pt' 43 30 310 0 22.13 1.452 L. 10.25 0.2056 P"4 15.S2 I; 31) Q 60.26 F-0 F 0.00 PE 0.00 ON C120 T 10.25 Pi' 2.1:1. 2F"3 , 300Q 2;3.itl9 1,45:2 L. 10.41 ( I,.!`.,[)'' PT :I.7Y.,f:3 t :,y0 )„fi;l1 t 83.85 F-0 F f J i,r t 1 1 13N 1..120 T 1.V41 Pt" 3.,:311 28 290Q 26.09 1.687 L 3.58 0.3011 PT 21.57 C 29) t7 j .t C120 I 11.58 P F ON 3.49  SUBMITTAL SERIAL i`t C1 1:; f4 = r} } 1. 11-29-1993 PAGE REMOTE 1.NC:L.UD1:!`!Cf WALKWAY FROM TO FLOW I:1a.AN F U.1:h I°'...!. OSS PRESSURE I I IN PIPE PSI/Ft S U M M A R Y 14 28 1.> 6 i, t` i.. 1.17 0.3011 PT 25.06 ~ 20) it 109.94 MR R C120 9.17 2.71','', 13 1409 104.04 2.154 L. 12.00 0.3140 ! 28.33 14) Q 213.98 F-0 F 0-00 PE 007 P [ 32 1 7r 13) L.... 26 1. , 1. C1 r4 10.25 0.1527 PT 19.71 61 Q 24.95 F-0 " ri > C1 o PE 000 BM C120 T 10.25 PF 1-57 24 ; 11 i:i 25.92 1.452 10.25 0.1502 PT 1 1, 2 8 t Q 50~87 F-0 F 0.00 PE 0= 2S: t 'E': 1..,')..,~ 020 f~ i11 I [ 1.~~.> . I ! Y 23 240Q 26.85 1.452 L. 10.41 0.3291 22.02 24) 1,1 77.72 F-0 I 0.00 P 0.00 22 230Q 28.79 1.687 L. 3.58 0.2840 PT 26.25 I s I : ) 10631 F -T ( , i:i Ci PE 0.00 >r' 11.58 Pis 3.29 13 22 1=~ L 0.50 0.2840 PT 29.54 22) 1'1 10051. ' B-00 PE 0.22 C120 [ 8.50 E' Pt'% 2.41. M 12 130Q 213.90 2.635 L 1.00 0.2484 PT 32.17 13) Q 320.49 F -T F 12.00 I°'t:. 0.00 MC C120 T 13.00 PF 3.23 11 12 2.635 L. 4.58 0.2484 [ 35.40 s; 12) C,1 320.49 t' T , t. 'r 16.00 PE 0.43 m c C,, C120 [ 20.58 P F 5-11 10 1. i. 8.249 L 53.87 0.0010 PT 40.94 91.1 ,I MC C120 T 92.87 PF 009 4 10 8,059 L. 26..00 0.0011 41.17 0) Q 320.491 [ , G I,! F 39.00 PE 11.27 Y C120 T 65.00 PF 0.01'', I 8.059 I.. 4.71 0.0011 PT 52.51 t 4) Q 320.4!,') F GV i' 4,00 C1 . oo SUBM t:TTit L. SERIAL MO 2 3749! Y1. 11-29-1993 'r't"1Gf; J, REMOTE INCLUDING WALKWAY FROM TO FLOW DIAN EQUIV P-LOSS PRESSURE GPM IN PIPE PSI/Ft SUMMARY N L, P:' s I 2 0059 L 2450.00 0.0011 PT 52.52 t 3 Q 320.0) F-0 F 0.00 PE 0.00 FR C120 T 2450.00 PF 2.69 1 f... L 3.00 0.0011 PT 55.21 2) ','.r Y ~:.E..,h ..aV F 2 is5.:00 t' P7t"i° . C1.>%7 Q 'a X20.,r4.1 Y C120 T 28.00 PF 0,03 0 1. 10060 L. 215.00 0.0003 PT 56.11 f 1) Q 320.49 F-T,GV/3,E F 131.00 PE 0.87 ON C:140 T 352.00 'r'F 0.11. P T S7 09 1 Ci_It~,r, IN P!,.C!CI,'{~' C.., Ci ..,1". MAXIMUM ('441:.`:;.",E; . UNBALANCE . 012 P .'C; i i Y l ; , : 1 . [ ` ! t ! i ` i VELOCITY IN PIPES 18.86 ! E' ..1 QD J ! Far Office Use - _ - - s ~ wig 1 A u G t 2 2009 Permit: Co 5 3830 t i F€:' t Ii1b Rf3d Permit Fee: i S Feg:!wn IVI 5972 PbA,1 r,7 4aRr - Js i4 'IT t,~'ATION Tenant: Sit . OPEN i Name: . 7114am Person: F NeW Replacement Repair ebuil€ Modify 'Space _ Work in R.G.W. of work r1,11on led _ raw-. Irrigation system t ; es . e; r~ RPZ, PV8} ut, ~ tUVi} G( Jt'S'=i.. ft} ,i!tv ~ i i c~•TS ~YaS ~sd pi'tt3r t6 F3}CIUr'.7 :±i~ rrieic:i. ,j F r, _ Y4N~,. i1r //gy~pp}} ~ ssrWmrn- t@ :t'. w .ate _ a 3~`Z.; ..~.nQ.,= m COMMERCIAL FEES. $50-50 MiniMM (includes Mate Surcharge; Fee el l far ~ ~ is fees thz '~r~3, .~tsrc °sr€t w 3 system. ermtt } 3 ,,.z tcr,,! i u?is ._a. ,eGuved fee wmo mis. w ` Treatment Plant State 7LTr 1argv- TOTAL FEES a, t hereby acknowledge that this information is complete and accurate; that the work will be in conformance with the ordinances and coue* of the City of Lagan; tha`g I understand this is not a permit, but only an application for a permit, and work is not to start without a mil; tflat the work will be' accordance ~wth the approved plan in lh a of work rch requires a review and approval of plans. Applicant's Printed Name 14~►plic8nt`s Signature FOR OFFICE USE Approved By: Bate: Required Inspections: _.__Under Ground -Rough-In -Air Test -Gas Test -Final PRV Required: ` Yes _ No Page 1 of 3 From: Industrial Waste and Pollution Prevention Section Direct Dial: (651) 602-4736 Fax: (651) 602-4730 E -Mail: andrew.wiatros@metc.state.mn.us April 30, 2013 To: Michael Vaudreuil, Plant Manager/Vice President Huebsch Laundry Co 2941 Center Ct Eagan, MN 55121 RE: "Capacity Demand Review" for Permit Number 1094 Located at 2941 Center Court Eagan, MN 56121 r --4 f f7/e_ The Sewer Availability Charge (SAC) is a fee for wastewater capacity or demand, which has been levied on all of our customer communities by MCES (and its predecessor agencies) since 1973 for new connections, or other increased capacity demand by users of the Metropolitan Disposal System (MDS). SAC revenue is used to pay for a portion of unused (or reserve) capacity of MDS capital improvements. While SAC is a metropolitan fee on our communities, it is calculated based on the capacity demand of each specific facility. Typically, communities pass this fee through to the property owner or business involved. MCES directly administers SAC procedures related to industrial permittees of MCES. As part of the SAC policy, facilities holding an Industrial Discharge Permit are subject to a "Capacity Demand Review" one year prior to expiration of their permit. The "Capacity. Demand Review" serves as a method to detect demand increases (indicated by recent volume measurements) from the processes of a facility and to encourage reductions if increases have occurred. Current wastewater volumes are converted to a SAC demand equivalent and compared to the "assigned SAC baseline" for the site. Any capacity demand increases beyond that baseline have the potential to cause assessment of additional SAC. Note also, that building activity may incur additional SAC liability. Three years ago, a "Capacity Demand Review" for your facility took place. At that time, wastewater volumes from your facility were noted to be below the "assigned SAC baseline" for this permit, so no additional SAC was required from the community and no change to the "assigned SAC baseline" occurred. A current evaluation of wastewater demand from your facility indicates capacity demand now remains below the "assigned SAC baseline." Please find enclosed a "Capacity Demand Review" specifying the results. Thus the community for Huebsch Laundry Co will not be required to pay additional SAC based on this process review. If you have any questions, please contact Andrew Wiatros at (651) 602-4736 or via e-mail at andrew.wiatros@metc.state.mn.us. Sincerely, Leo H. Hermes, P.E. Industrial Waste Manager Industrial Waste & Pollution Prevention Section Metropolitan Council Environmental Services Enclosures cc: Jessica Nye, MCES Andrew Wiatros, MCES John Gorder, City of Eagan 390 Robert Street North 1 St. Paul MN 55101-1805 Phone 651 602 1000 I Fax 651 602 1550 ( TTY. 651291.0904 metrocouneif org An Equal Opportcmity Employer METROPOLITAN COUNCIL Metropolitan Council Environmental Services Industrial Waste & Pollution Prevention Section 390 Robert Street North St. Paul, MN 55101-1805 INDUSTRIAL WASTE & POLLUTION PREVENTION SECTION CAPCITY DEMAND REVIEW - INDUSTRIAL DISCHARGE PERMIT RENEWAL Industry Name Permit Number Huebsch Laundry Co 1094 Permit Expiration Date 4/30/2014 SAC equivalent of the January 01 to December 31, 2012 Self -Monitoring Report. (Total wastewater volume/total number of operating days equals average daily waste- water volume. Each SAC unit equals 274 gallons) Assigned SAC Baseline Value (MCES policy determined the SAC baseline value to be the SAC equivalent of the volume reported in the final self-monitoring report for 1991. The assigned SAC baseline value represents the SAC baseline value, plus any SAC units paid after the 1991 baseline date, or the value for SAC credits*, whichever is greater.) 12 Unit(s) 38 Unit(s) Current wastewater volumes do not exceed the assigned baseline value. The permit renewal process will follow past procedures. This review is complete. * MCES SAC payment records may not be current, therefore, the credit value may be revised to account for unidentified credits, if the permittee can provide proof of their existence. Review_ • by Date %3 City of aaau 3830 Pilot Knob Road Eagan MN 55122 Phone: (651) 675-5675 Fax: (651) 675-5694 Use BLUE or BLACK Ink For Office Use Permit #: /02 76---(V--14 Permit Fee: Date Received: /O �.1 l Staff: 2014 COMMERCIAL PLUMBING PERMIT APPLICATION ❑ Pleaubmit two (2) sets of plans with all comm rcial applicatis.� �� (`4- Site Address: 14 G 4) e VI VC...CO (AAA- 1 /�- 4% ct v 0"ce.s Date: Tenant: Suite #: J Address: t '45Ll e.. s City: r& Phone/ '- 1-11q o Email: License #: ``��, , L Ls State:Mr"' Zi "l q n� ►Nl &men' t . li0 t/1 _ New _ ReplacementtA��_ f_ Repair o1—Rebuild /M��od,A�ifyy Space _ Work in R.O.W. Description of work:d� - K-C!�� sl err, �Q �7 ! �a� COMMERCIAL New Construction _ Modify Space TRS r r«o� r a -i Irrigation System ( yes / _ no) ( RPZ / _ PVB) - ( L I • Rain sensors required on irrigation systems 1 • 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 (JD meter. Domestic: Size & Type Fire: 1 Avg. GPM High demand devices? Yes _No Flushometers Yes COMMERCIAL FEES $55.00 Permit Fee Minimum *If contract value is LESS than $10,010, Surcharge = $5.00 **If contract value is GREATER than $10,010, Surcharge = Contract Value x $0.0005 ***If the project valuation is over $1 million, please call for Surcharge .......... . 4� Contract Value $ • • ©O x .01 _$ =$ =$ 5• no Permit Fee 5. op Surcharge* Coo . o 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. 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 approv .f plans. :Fhb mvi-S S IA 144 - Applicant's Printed Name x App ant's Signature Page 1 of 3 From: Industrial Waste and Pollution Prevention Section Direct Dial: 651-602-4719 Fax: (651) 602-4730 E -Mail: kelly.hanson@metc.state.mn.us April 30, 2016 To: Michael Vaudreuil, Plant Manager/ ice President Huebsch Laundry Co 2941 Center Ct Eagan, MN 55121 RE: "Capacity Demand Review" for Permit Number 1094 Located at 2941 Center Court Eagan, MN 55121 The Sewer Availability Charge (SAC) is a fee for wastewater capacity or demand, which has been levied on all of our customer communities by MCES (and its predecessor agencies) since 1973 for new connections, or other increased capacity demand by users of the Metropolitan Disposal System (MDS). SAC revenue is used to pay for a portion of unused (or reserve) capacity of MDS capital improvements. While SAC is a metropolitan fee on our communities, it is calculated based on the capacity demand of each specific facility. Typically, communities pass this fee through to the property owner or business involved. MCES directly administers SAC procedures related to industrial permittees of MCES. As part of the SAC policy, facilities holding an Industrial Discharge Permit are subject to a "Capacity Demand Review" one year prior to expiration of their permit. The "Capacity Demand Review" serves as a method to detect demand increases (indicated by recent volume measurements) from the processes of a facility and to encourage reductions if increases have occurred. Current wastewater volumes are converted to a SAC demand equivalent and compared to the "assigned SAC baseline" for the site. Any capacity demand increases beyond that baseline have the potential to cause assessment of additional SAC. Note also, that building activity may incur additional SAC liability. Three years ago, a "Capacity Demand Review" for your facility took place. At that time, wastewater volumes from your facility were noted to be below the "assigned SAC baseline" for this permit, so no additional SAC was required from the community and no change to the "assigned SAC baseline" occurred. A current evaluation of wastewater demand from your facility indicates capacity demand now remains below the "assigned SAC baseline." Please find enclosed a "Capacity Demand Review" specifying the results. The community for Huebsch Laundry Co will not be required to pay additional SAC based on this process review. If you have any questions, please contact Kelly Hanson at 651-602-4719 or via e-mail at kelly.hanson@metc.state.mn.us. Sincerely, Robert Nordquist, P.E. Industrial Waste Manager Industrial Waste & Pollution Prevention Section Metropolitan Council Environmental Services Enclosures cc: Jessica Nye, MCES Kelly Hanson, MCES John Gorder, City of Eagan 390 Robert Street North St Paul,MN 55101- 805 Phone 651.602 1000 1 Fax 651 602.1550 TTY 651:291 0904 An Equal Opportunity Employer METROPOLITAN COUNCIL Metropolitan Council I Environmental Services Industrial Waste & Pollution Prevention Section 390 Robert Street North St. Paul, MN 55101-1805 INDUSTRIAL WASTE & POLLUTION PREVENTION SECTION CAPACITY DEMAND REVIEW - INDUSTRIAL DISCHARGE PERMIT RENEWAL Industry Name Permit Number Permit Expiration Date Huebsch Laundry Co 1094 4/30/2017 SAC equivalent of the January 01 to December 31, 2015 Self -Monitoring Report. (Total wastewater volume/total number of operating days equals average daily waste- water volume. Each SAC unit equals 274 gallons) 13 Unit(s) Assigned SAC Baseline Value 38 Unit(s) MCES policy determined the SAC baseline value to be the SAC equivalent of the volume reported in the final self-monitoring report for 1991. The assigned SAC baseline value represents the SAC baseline value, plus any SAC units paid after the 1991 baseline date, or the value for SAC credits*, whichever is greater. You should be aware that the "asset only" sale of a company may trigger the loss of the 1991 baseline. For specifics on this, please refer to the online SAC manual at: http://metrocouncil. org/Wastewater-Water/Funding-Finance/Rates-Charges/Sewer-Availability-Charge. as px Current wastewater volumes do not exceed the assigned baseline value. The permit renewal process will follow past procedures. This review is complete. * MCES SAC payment records may not be current, therefore, the credit value may be revised to account for unidentified credits if the permittee can provide proof of their existence. 1/Ect,u, 4/30/2016 Reviewed by Date L0a RECEIVED For Office Use P Permit#: (009q) APR 2 3 2020 Permit Fee: E GAN Statf: Payment Recvd: Yes No 3830 PILOT KNOB ROAD I EAGAN, MN 55122-1810 (651)675-5675 I TDD:(651)454-8535 I FAX: (651)675-5694 Plans: Electronic Paper Plan Submittal:eplans cz c�tvofeaoan cornL 2020 COMMERCIAL BUILDING PERMIT APPLICATION Date: 4//is/2oZ.o Site Address: 2911/ Ce/VTER- Cr Tenant Name: ROeg—Sc -(Tenant is: New/ V' Existing) Suite#: Former Tenant: Name: kAYebscH Phone: (oS1 -66Io -232q Property Owner 29HI CEntT�Q C'r Address/City/Zip: s I I € Applicant is: Owner V Contractor _f_Applicant CoNGisETE: 01%%.1.-S. �`N...LcAID\N6 �oCM, Type Of Work Description of work: 41Construction Cost: 4.A.01--) Name: YAu.tl %f.1L. License#: contractor Address: '/135 (S'ovft noeEsr TirArt City: A-016gW State: MN Zip: 55111 Phone: (o51-ySZ-WAS Contact: .1424WSo1•1 Email: R5'oNA1SAN eve LLE4$Lgt:SC._Toptitk)6.Cori Name: Registration#: 4 & Architect/Engineer Address: City: State: Zip: Phone: t I Contact Person: Email: Licensed plumber installing new sewer/water service: Phone#: NOTE:Plans and supporting documents that you submit are considered to be pubic information. Portions of the information maybe classified as non-pubic H you provide specific reasons that would permit the City to conclude that they are bade secrets. You may subscribe to receive an electronic notification from the City of proposed ordinances by signing up for an email update on the City's website at www.citvofeaaan.com/subscribe. CALL BEFORE YOU MG. Call Gopher State One Call at(651)454-0002 for protection against underground utility damage. Call 48 hours before you intend to dig to receive locates of underground utilities. www gopherstateonecall.org I hereby acknowledge that this information is complete and accurate;that the work will be in conformance with the ordinances and codes of the City of Eagan; that I understand this is not a permit, but only an application for a permit, and work is not to start without a permit; that the work will be in accordance with the approved plan in the case of work which requires a review and approval of plans. Applicant's Printed Name plicant's Si ature ‘26/ DO NOT WRITE BELOW THIS LINE /l! 0 - -SUB TYPES 9 y ' C—V1--(;- C ' 4- . Foundation _ Public Facility xterior Alteration-Apartments _ Commercial/Industrial — Accessory Building Exterior Alteration-Commercial Apartments _ Greenhouse I Tent — Exterior Alteration-Public Facility Miscellaneous Antennae — WORK TYPES _ New /Interior Improvement _ Siding — Demolish Building* Addition V Exterior Improvement Reroof _ Demolish Interior Alteration _ Repair _ Windows _ Demolish Foundation — Replace _ Water Damage _ Fire Repair _ Retaining Wall — Salon Owner Change *Demolition of entire building-give PCA handout to applicant DESCRIPTION Valuation �bf EDD.41n Occupancy MCES System /V//� Plan Review ✓ Code Edition l PZb Mb` SAC Units (25%_ 100%�✓ Zoning City Water Census Code Stories Booster Pump 0 of Units 0 Square Feet PRV 0 of Buildings / Length Fire Sprinklers Type of Construction Ir.B Width REQUIRED INSPECTIONS ✓ Footings_New Building_Deck 1/ddition Drain Tile — V Foundation Foundation Before Backfill Retaining Wall Vapor Barrier Erosion Control Framing 30 Minutes 1 Hour Steel Reinforcement Insulation Street/Curb Cut Inspection Sheetrock Other: Roof:_Decking _Insulation _Ice&Water _Final Meter Size: — Siding:_Stucco Lath _Stone Lath _Brick_EFIS Electronic Set of Final Revised Plans Windows Fireplace:_Rough In _Air Test _Final Final I C.O.Required Pool:_Footings Air/Gas Tests _Final Final/No C.O.Required Final CIO Inspection: Schedule Fire Marshal to be present: Yes `� No ` Reviewed By: t5'• , Planning New Business to Eagan: /Z, CAM Reviewed By: ,Building Inspector FEES Water Quality Base Fee 3 31.Z- Storm Sewer Trunk Surcharge I O•a"O Sewer Trunk Plan Review ZZb•5/ Water Trunk MCES SAC Street Lateral City SAC Street S&W Permit&Surcharge Water Lateral Treatment Plant Stormwater Performance Security Treatment Plant(Irrigation) Landscape Security Park Dedication Other: Trail Dedication TOTAL: 961 549 7.. 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