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1835 Diffley RdCONTRACTORS MATERIAL & TEST CERTIFICATE FOR ABOVEGROUND PIPING PROCEDURE: Upon completion or work, inspection and tests shall be made by the contractor's representative and witnessed by an owner's representative. All defects shall be left in service before contractors personnel finally leave the job. A certificate shall be filled out and signed by both representatives. Copies shall be prepared for approving authorities, owners, and contractor. It is understood the owners representative's signature in no way prejudices any claim for faulty material, poor workmanship, or failure to comply with approving authority's requirements or local ordinances. PROPERTY NAME: ( COOPER TIRES DATE: 9/16/2003 PROPERTY ADDRESS: 4180 BLACKHAWK ROAD, EAGAN MN, 55122,) X35 ACCEPTED BY APPROVING AUTHORITIES ( NAMES) PLANS ADDRESS: INSTALLATION CONFORMS TO ACCEPTED PLANS YES NO EQUIPMENT USED IS APPROVED ? YES ? NO IF NO, EXPLAIN DEVIATIONS NSTRUCTIONS HAS PERSON IN CHARGE OF FIRE EQUIPMENT BEEN INSTRUCTED AS TO LOCATION OF CONTROL VALVES AND CARE AND MAINTENANCE OF THIS NEW EQUIPMENT ? YES ? NO IF NO, EXPLAIN HAVE COPIES OF THE FOLLOWING BEEN LEFT ON THE PREMISES'. YES NO 1. SYSTEM COMPONENTS INSTRUCTIONS ? YES ? NO 2. CARE AND MAINTENANCE INSTRUCTIONS ? YES ? NO 3. NFPA 13A ? YES ? NO LOCATION OF SYSTEM SUPPLIES BUILDINGS ENTIRE BUILDING DESCRIPTION MODEL YEAR ORIFICE SIZE TEMPERATURE QUANTITY CENTRAL PENDANT TY-FRB 2002 112" 155 40 CENTRAL SIDEWALL SW-20 2002 314' 155 11 CENTRAL OR TY-FRB 2002 112' 155 72 SPRINKLERS PIPE & FITTINGS WELDED PIPING SCH DF,SCH 10, THREADED PIPING DT FITTINGS ARE CASE IRON ALARM VALVE OR FLOW INDICATOR ALARM DEVICE TYPE MAKE MODEL MAXIMUM TIME TO OPERATE THROUGH TEST CONNECTION MINUTES SECOND DRY VALVE MAKE MODEL SERIAL NO. Q.O.D. MAKE MODEL SERIAL NO. RY PIPE OPERATING ITHOUT Q.O.D. TIME TO TRIP' THROUGH TEST CONNECTION MINUTES SECONDS WATER PRESSURE PSI AIR PRESSURE PSI TRIP POINT AIR PRESSURE PSI TIME WATER REACHED TEST OUTLET' MINUTES SECONDS ALARM OPERATED PROPERLY YES NO TEST WITH Q.O D. IF NO, EXPLAIN -MEASURED FROM THE TIME THE INSPECTOR'S TEST CONNECTION IS OPENED. OPERATION ? PNEUMATIC ? ELECTRIC ? HYDRAULIC PIPING SUPERVISED 0 YES 0 NO DETECTING MEDIA SUPERVISED 0 YES ONO DELUGE 8 PREATION DOES VALVE OPERATE FROM THE MANUAL TRIP ANDIOR REMOTE CONTROL STATIONS 0 YES 0 NO VALVES IS THERE AN ACCESSIBLE FACILITY IN EACH CURCUIT FOR TESTING IF NO EXPLAIN 0 YES 0 NO MAKE MODEL DOES EACH CURCUIT OPERATE DOES EACH CIRCUIT MAXIMUM TIME TO OPERATE SUPERVISION LOSS ALARM OPERATE VALVE RELEASE RELEASE YES NO YES NO MINUTES SECONDS. HYDROSTATIC: HYDROSTATIC TEST SHALL BE MADE AT NOT LESS THAN 200 PSI (13S BAR) FOR TWO HOURS OR 80 PSI (3.4 BAR) ABOVE STATIC PRESSURE IN EXCESS OF 150 PSI (10.2 BAR) FOR TWO HOURS. DIFFERENTIAL DRY-PIPE VALVE CLAPPERS SHALL BE LEFT OPEN DURING TEST TO TEST PREVENT DAMAGE. All ABOVEGROUND PIPING LEAKAGE SHALL BE STOPPED. DESCRIPTION I PNEUMATIC: ESTABLISH 40 PSI (2.7BAR) AIR PRESSURE AND MEASURE DROP WHICH SHALL NOT EXCEED 1-1J PSI (0.1 BAR) IN 24 HOURS. TEST PRESSURE TANKS AT NORMAL WATER LEVEL AND AIR PRESSURE AND MEASURE AIR PRESSURE DROP WHICH SHALL NOT EXCEED 1-112 PSI (0.1 BAR) IN 24 HOURS. ALL PIPING HYDROSTATICALLY TESTED A PSI FOR HRS. IF NO, STATE REASON DRY PIPING PNEUMATICALLY TESTED 0 YES E ]NO EQUIPMENT OPERATES PROPERLY 0 YES 0 NO TESTS DO YOU CERTIFYAS THE SPRINKLER CONTRACTOR THAT ADDITIVES AND CORROSIVE CHEMICALS, SODIUM SILICATE OR DERIVATIVES OR SODIUM SILICATES, BRINE, OR OTHER CORROSIVE CHEMICALS WERE NOT USED FOR TESTING SYSTEMS OR STOPPING LEAKS? 0 YES 0 NO DRAIN TEST READING OF GAUGE LO? A TEO NEAR WATER SUPPLY TEST PIPE: RESIDUAL FIR R WITH VALVE IN TEST PIPE OPEN WIDE / ? STATIC PRESSURE:. PSI PSI UNDERGROUND MAINS AND LEAD IN CONNECTIONS TO SYSTEM RISERS FLUSHED BEFORE CONNECTION MADE TO S PRINKLER PIPING. VERIFIED BY COPY OF THE U FORM NO. 85B 0 YES 0 NO OTHER EXPLAIN: FLUSHED BY INSTALLATER OF UNDERGROUND 0 YES 0 NO SPRINKLER PIPING BLANK TESTING NUMBER USED LOCATIONS NUMBER REMOVED GASKETS WELDED PIPING 0 YES 0 NO IF YES........ DO YOU CERTIFY AS THE SPRINKLER CONTRACTOR THAT WELDING PROCEDURES COMPLY O YES ONO WITH THE REQUIREMENTS OF AT LEAST AWS 010 9, LEVEL AR-3 WELDING DO YOU CERTIFY THAT THE WELDING WAS PERFORMED BY WELDERS QUALIFIED [-]YES 0 NO IN COMPLIANCE WITH THE REQUIREMENTS OF AT LEAST AWS D10.9, LEVELAR-3 DO YOU CERTIFY THAT WELDING WAS CARRIED OUT IN COMPLIANCE WITH A D YES ONO DOCUMENTED QUALITY CONTROL PROCEDURE TO INSURE THAT ALL DISCS ARE RETRIEVED. THAT OPENINGS IN PIPING ARE SMOOTH, THAT SLAG AND OTHER WELDING RESIDUE ARE REMOVED, AND THAT THE INTERNAL DIAMETERS OF PIPING ARE NOT PENETRATED. CUTOUTS DO YOU CERTIFY THAT YOU HAVE A CONTROL FEATURE TO ENSURE TIWT ALL CUTOUTS 0 YES ONO (DISKS) (DISKS) ARE RETRIEVED HYDRAULIC NAMEPLATE PROVIDED IF NO, EXPLAIN DATA NAMEPLATES 0 YES 0 NO REMARKS DATE LEFT IN SERVICE WITH ALL CONTROL VALVES OPEN. NAME OF SPRINKLER CONTRACTOR: SUMMIT FIRE PROTECTION SIGNATURES TEST WITNESSED BY F ROPERTY W R ( N D) TITLE DATE: u s FOR SP IN R O CT ( GNED) TITLE DATE: ? / V MEMORANDUM i TO: TOM STRUVE, SUPERINTENDENT OF STREETS & EQUIPMENT BOB KRIHA, UTILITY CONSTRUCTION INSPECTOR DALE WEGLEITNER, FIRE MARSHAL ERIC MACBETH, WATER RESOURCES COORDINATOR GREGG HOVE, CITY FORESTER JOHN GORDER, ASSISTANT CITY ENGINEER KENT THERKELSEN, CHIEF OF POLICE MARK ANDERSON, ELECTRICAL INSPECTOR MIKE RIDLEY, SENIOR PLANNER PAUL HEUER, SYSTEMS ANALYST SCOTT PETERSON, BUILDING INSPECTOR TOM COLBERT, DIRECTOR OF PUBLIC WORKS TOM PEPPER, CHIEF FINANCIAL OFFICER FROM: CRAIG NOVACZYK, SENIOR INSPECTOR DATE: April 18, 2003 #20 RE: PLAN REVIEW FOR 4180 BLACKHAWK RD. )G ?L JIM COOPER'S EAGAN TIRE & AUTOMOTIVE SERVICE LOT 071 BLOCK 1 BLACKHAWK PLAZA The plans are in our plan review section for your review and comment. Please return this form to my attention with your signed comments- and the date of review within seven days. If you have any concerns with these plans, please so indicate on this form and notify and resolve these issues with the affected parties. If you are requesting that issuance of the building permit be held, please fill out the proper "hold" request form. Comments: Indicate any fees. that are to be collected with the building permit: AMOUNT ? Yes ? No landscape security required ? Yes ? No water quality dedication ? Yes ? No park dedication ? Yes ? No trail dedication ? Yes ? No tree dedication ? Yes ? No PRV Required -15 -P Signature ZONING? METER SIZE 4 - 2'f -o ?i Date CD/rORMS/BLDG INSP/PLAN REVIEW CRAIG N REVISED 9- 02 FIRE SUPPRESSION SYSTEMS Permit Application City Of Eagan 3830 Pilot Knob Road, Eagan Mn 55122 i } ((, Telephone 4 651-675-5675 FAX # 651-675-5674 Requirements: 2 complete sets of drawings and specifications cut sheets on materials and components to be used Date CI l s l Site Address: U" Tenant / Building Name: Cooper- - , re- The Applicant is: Owner Contractor Other PROPERTY OWNER J,' m Con (l 44r Address: q 1 PZ1 i31cc/??a?? Q? City: n State: 1W Zip: 5512 Z CONTRACTOR > Garhrw'? ???e MN License No. '075 Address: 730 Aput(v ( City: L/nd zaXe-3 State: 13AI Zip: SS01 L/ Phone#: &SI-2SI- lerO ESTIMATED COMPLETION DATE: ) o / 30 / 03 FIRE PERMIT TYPE: ^ Sprinkler System (# of heads ?w - Fire Pump Standpipe Other: WORK TYPE: New Addition Alterations )Remodel 'I _ - I ?t Other: IV I1 ? 1 DESCRIPTION OF WORK: k Commercial Residential -Education f Other: PLEASE COMPLETE REVERSE SIDE PERNUT FEE: Contract Value $ 2 000 x .01% _ $ 2 0, 00 Permit Fee • If Permit Fee is $1,000 or less, add $.50 => $ • (J D State Surcharge If Permit Fee is over $1,000, add $.50 per $1,000 Permit Fee 3/4" Displacement Fire Meter - $156.00 $ 5 DO 0 TOTAL FEE: $50.50 Minimum Fee (includes State Surcharge) $ I hereby apply for a Fire Suppression System permit and acknowledge that the information is complete and accurate; that the work will be in conformance with the ordinances and codes of the City of Eagan and with the Minnesota Building/Fire Codes; that I understand this is not a permit, but only an application for a permit, and work is not to start without a permit; that the work will be in accordance with the approved plan in the case of work which requires a review and approval of plans. lG?.a /??a?aar ?? ? Applicant's Print Name Applicant's Sign e Date DO NOT WRITE BELOW THIS LINE REQUIRED INSPECTIONS 4- Hydrostatic Flow Alarm Drain Test Rough In Trip Pump Test Central Station A- Final Conditions of Issuance: Permit Approved b Date: / y / v t Lb} 0-1 tS o(?-L o f f-,_ ?' 7 4 b Ct Z C_ W COMMERCIAL BUILDING Permit Application City Of Eagan 3830 Pilot Knob Road, Eagan Mn 55122 5 q / Telephone # 6 Al-675-5675 FAX # 651-675-5694 zS gc 0 g? ? .4 a, oS 8^ .mil ?f- Foundation Only New Building Interior Improvement • Structural Plans (2) sets • Architectural Plans (2) sets • Architectural Plans (2) sets • Civil Plans (2) • Structural Plans (2) • Code Analysis (1) " • Certificate of Survey (1) • Civil Plans (2) • Project Specs (1) • Code Analysis (1) • Landscaping Plans (2) • Key Plan (1) • Project Specs (1) • Code Analysis (1) " • Master Exit Plan (1) • Spec. Insp. & Testing Schedule " • Certificate of Survey (1) • Energy Calculations (1) not always" • Soils Report (1) • Spec. Insp. & Testing Schedule (1) " • Elec. Power & Lighting Form (1) not always- • Meter size must be established • Meter size must be established • Meter,size must be established-if applicable 1 • Project Specs- (1) l • Energy Calculations (1) 1. 1 • Electric Power & Lightpg Form (1) 1- 1 • Master Exit Plan (1) ! l • Emergency Response Site Plan (1) 1 • Soils Report (1) •i • SAC determination - call 651-602-1 000 • SAC determination - call 651-602-1 000 SAC determination - call 651-602-1000 Call MN Dept of Health at 651-215-0700 for details regarding food & beverage or lodging facilities. ** Contact Building Inspections for sample and if required when it states "not always". *** Permit for new building or addition will not be processed without Em ' cy Response Site Plan. 'Merv n /l Date )n Cost 1-700 000 ` on Site Address 1 1 lcCs1rt o) ? ' Unit/Ste # Tenant Name ?J i fyl ?' /? pQ t5 ? TenantN,? l? rl.J ?? r?<?•%r . Z Qt S K_Former 1 Description of Work 16 Lz-d Property Owner tx w',J Tele' one # ?75 v Contractor L!/ t _ Address I)l L170 / L(S:7 i l?_ City State MJn+- e Zip Te ephone # (9j$ ) 40,51-1ta0 J 23.431 E Cfl IJP9cC1 11 Arch/Engr qq Registration # Address 0Rn /?ncIe-- rth City ,;"- ks State Zip_ -y4/O Telephone # (GJ:2,) 7 -336-0 .' Licensed plumber installing new sewertwater service: W d-^ 1 y Phone #: I hereby apply for a Commercial Building 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 the State of MN Statutes; 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. V Cuf f' Oct a f So Applicant's Printed Name Applicant' ature OFFICE USE ONLY Sub Types 01 Foundation - 26 Public Facility 71 14 Apartments r 27 Commercial/Industrial C 15 Lodging ? 28 Greenhouse 25 Miscellaneous 71 29 Antennae Work Types ? 31 New ? 35 ? 32 Addition ? 36 ? 33 Alteration ? 37 ? 34 Replacement 66 Valuation Ij 001 00/ " Census Code SZTi SAC Units 5 Nbr. of Units G Nbr. of Bldgs 1 Type of ConstC? •SI.S3 ? Int Improvement ? 38 Demolish (Interior) ? 44 Siding Move Bldg. ? 42 Demolish (Foundation) ? 45 Fire Repair Demolish (Bldg)' ? 43 Reroof ? 46 Windows/Doors `Demolition (Entire Bldg only) - Give PCA handout to applicant Occupancy Zoning Stories Sq. Ft. Length Width V Footings (new bldg) Footings (deck) Footings (addition) ? Foundation _ Drain Tile /Roof _ Ice & Water _ Final Framing Fireplace _ R.I. _ Air Test _ Final v//Insulation ?j 30 Accessory Bldg. C 32 Ext Alt - Apts. C 34 Ext Alt - Comm. ? 35 Ext Alt - PF ? 37 Nail Salon MC/ES System City Water Booster Pump PRV Fire Sprinklered REQUIRED (INSPECTIONS v Final/C.O. _ Final/No C.O. Plumbing HVAC Other Pool _ Ftgs _ Air/Gas Tests _ Final Siding _ Stucco _ Stone Windows (new/replacement) Retaining Wall Approved By Building Inspector Base Fee Surcharge Plan Review MC/ES SAC City SAC Water Supply & Storage S/W Permit SAN Surcharge Treatment Plant Park Dedication Trails Dedication Water Quality ? Copies Other L wDSCO.p1iij4. Total 4s1 ? 37 S' . a.c; Yee . W (00.0-04V 2SZo. 0r-cp t o o g . e•o -? 51 boo • 6,0 v s-a MECHANICAL (COMMERCIAL) Permit Application City Of Eagan '' 3830 Pilot Knob Road, Eagan Mn 55122 LL 4 qj Telephone # 651-675-5675 FAX # 651-675-5694 Please complete for: commercial/industrial buildings multi-family buildings when separate permits are not required for each dwelling unit Date S' 03 tS"3S\, 1 ?QE,C1a-L Site Address/ A h ,Q „Q Unit # Tenant Name (if applicable) w Coo e cr f j r -C, Previous Tenant Name Property Owner Telephone # ( ) Contractor AL" M.14 j t L ;J s tie u le.r A Z.,& Street Address V4.10 L vx" Z0 4 *V t City {ia- State r`, zip SS 3c) Telephone # ( 74 ,1 ) y ,; h/- 0000 The Applicant is Owner -/Contractor Other Work Type New construction Underground Tank -Install -Remove Interior Improvement Call for inspection during installationlremoval of tank Processed Piping Nature of Work: Permit Fee $5050 Minimum Fee (includes State Surcharge) Contract Value $ S/.000_ x 1% _ $ - Permit Fee • If permit fee is $1,000 or less, add $.50 => $ State Surcharge If permit fee is over $1,000, add S.50 per $1,000 Permit Fee ; $ 3 Total Fee I hereby apply for a Commercial Mechanical Permit and acknowledge that the information is complete anraccurate; that the work will be in conformance with the ordinances and codes of the City of Eagan and with the Meanical.Codes;-hat.I-tmdeastand 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 approvall -V U r? r zg==? Applicant's Printed Name Ap icant's Signature Approved By: -- e Inspector Date: J ?21 ?d PLUMBING (COMMERCIAL) Permit Application City Of Eagan 3830 Pilot Knob Road, Eagan Mn 55122 Telephone # 651-675-5675 FAX # 651-675-5694 Date tS / 092 / 0.3 Al%3? ?? Unit# Site Address QQ Tenant Name„ Jae Former Tenant Name Property Owner Telephone # ( ) Contractor Address S p-eYja r? r City State d Zip c.53 7 Telephone # (6451) yd' y- y 6 The Applicant is Owner Contractor Other Work Type _ New Bldg _ Add-on _ Repair _ RPZ _ PVB _ Irrigation system * Jer Wobschall to calculate fees. Required meter size is 2" turbo unless smaller size permitted b Public Works Description of Work To inquire i ssure 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 picking up meter Irrigation Size & Type ; / Avg GPM -1 Fire Size & Price 3/4" displacement $156.00 Domestic Size & Type ?02 Avg GPM T Includes high demand devices? V Yes _ No Flushometers ? Yes - No PRV Required _ Yes _ No Permit Fee $50.50 minimum (includes State Surcharge) • a Contract Value $ U p a e -r x I% _ $ ,t,}0 O .? Base Fee $ `} y Meter(s) Required on all new buildings & boulevard irrigation systems $ Radio Meter Read If base fee is $1,000 or less, surcharge is $.50 $ - 5 V 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 Wobschall at 651-675-5024 for required fee amounts $ Treattnent Plant $ Water Supply & Storage $ State Surcharge ------------------------------------------------------------------------- ------------------------------------------------------------------- $ 10 `4 ? - 'j 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. G iPEG o R 1/ /11, DFQ? ?/n ?[1 -- Applicant's Printed N e Applicant's 5 atur p CITY USE ONLY REQUIRED INSPECTIONS: U.G. Air Test Gas Test PLANS SUBMITTED APPROVED BY: Rough In -P- Final ?t93. BUILDING INSPECTOR General Information • Radio Meter Read (required on all new buildings & boulevard irrigation systems- $157.00 • 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 $ 781.00 displacement sm commercial tmbine** must receive maximum i approval cont nuous 10 from Public Works 2-30 3/4" lawn irrigation $156.00 4-160 2" turbine lg irrigation syst $ 982.00 maximum displacement residential & continuous sm commercial production lines 15 3-50 1" displacement very lg res $200.00 1/4 to 160 2" compound bldgs over $ 1,860.00 bldg to 24 units 65 units maximum am commercial & continuous & lg comm bldgs 25 irrigation systems 5-100 1-1/2" bldgs 25-64 units $484.00 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 lg irrigation $1,328.00 6-500 4" compound +300 unit bldgs & $3,702.00 syst At production very Ig comm bldgs lines 1/2-320 3" compound +200 unit bldgs $2,411.00 10-1000 6" compound +400 unit bldgs $6,100.00 very Ig comm bldgs very lg comm bldgs 15-1000 4" turbine very lgirrigation $2,329.00 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 1/03 city of eagan PAT GEAGAN Mayor PEGGY CARLSON CYNDEE FIELDS MIKE MAGUIRE MEG TILLEY Council Members THOMAS HEDGES CiryAdministraror Municipal Center: 3830 Pilot Knob Road Eagan, MN 55122-1897 Phone: 651.67 5.5000 Fax: 651.6755012 TDD: 651.454.8535 Maintenance Facility: 3501 Coachman Point Eagan, MN 55122 Phone: 651.675.5300 Fax: 651.675.5360 TDD: 651.454.8535 w ciryofeagan.com THE LONE OAK TREE The symbol of strength and growth in our community April 30, 2003 VIA FACSIMILE: 612-337-5785 DEAN OLSEN RE: JIM COOPER'S TIRE & AUTOMOTIVE SERVICE 41 SORT kefUlAV4tROAD? I 8?,5 I . Define waiting area square footage on the second level, for accurate occupancy load calculation. 1997 UBC, Table 10-A 2. Please explain occupant load calculation for second level. 1997 UBC, Table 10-A 3. Two exits are required from the second story. 1997 UBC, 1004.2.3.2 4. Toilet rooms shall comply with MSBC 1341.0405, Item K. 5. If three accessible parking stalls are provided, then there shall be three loading zones provided. MSBC 1341. 6. Provide drinking fountain elevation. MSBC 1341. 7. Provide the mixed occupancy calculation. 1997 UBC 504.3. 8. Classify tire storage area to a specific occupancy. 1997 UBC, Table 3-A. 9. Provide method of storage for tires. Choose method of storage from NFPA 13, Table 1- 4.7.4.2. 10. Explain overflow roof drainage system for second story roof above office area. 1997 UBC, 1506.3. 11. Define occupancy separation walls and openings (1-hr. occupancy separations require 1- hr. doors and 3/4-hour glazing). NOTE: The mechanical and plumbing plans have not been reviewed yet. If you have any questions regarding the above items, please feel free to contact me at 651-675- 5683. ?x J. Craig Novaczy"k Senior Building Inspector Attachment: Table 14.7.4.2 Occupancy Group Classification for Miscellaneous Storage ...... UN MU, I N FOR)I.CrtON 13-9 Cellulose Nitrate Motion Picture Film: NFPA 58, Standard for the Storage and Handling of liquefied Petroleum Gates; NFPA 231, Standard for General Storage: NFPA 231C, Standard for Rack Storage of Materials; NFPA 231 D. Standard for Storage of Rub- ber Tires; NFPA 231E, Recommended Practice for the Storage of Baled Cotton; NFPA 231F. Standard for the Storage of Roll Paper: NFPA 232, Standard for the Protection of Records: and NFPA 409, Standard on Aircraft Hangars. 14.7.4.2 Miscellaneous storage as defined herein shall beclas- sified as to occupancy group in accordance with Table 1-4.7.4.2. 1-4.7.4.2.1 The commodity classifications and storage characteristics in Table 1-4.7.4.2 shall be as defined in NFPA 231, Standard for General Storage, and NFPA 231C. Standard for Rack Storage of Nlatenals. 1.5 Abbreviations. The standard abbreviations in Table 1-5 shall be used on the hydraulic calculation form. 1.6 Level of Protection. 1.6.1 A building, where protected by an automatic sprin- kler system installation, shall be provided with sprinklers in all areas. Exception: Where specific sections of this standard permit the omission of sprinklers. 1.6.2 Limited Area Systems. When partial sprinkler sys- tems are installed, the requirements of this standard shall be used insofar as they are applicable. The authority having jurisdiction shall be consulted in each case. Tabled-4.7.4.2 Occupancy Group Classification for Miscellaneous Storage 12 ft (3.7 m) or Less in Height' Group A Plastics Height Ceiling Rack-R Cartoned Exposed of Clearance to or Storage Top of Storage Palletized-P solid Expanded Solid Expanded To 3 ft No limit R-P OH-2 OH-2 OH-2 OH-2 Over 5 ft to loft To 3 It R-P EH-I EH-1 EH-2 EH-2 Over 3 ft to [Oft Over 3 It R-P EH-2 EH-2 EH-2 to loft Over 5 It to 8 ft Over 5 ft p EH-2 Over 10 ft to 12 It To 15 ft p EH-2 EH-2 Over 10 ft to 12 ft Over 3 ft R OH-2 OH -2 OH-2 OH-2 +I level +I level +I level +l level in rack in rack in rack in rack Over 10 ft to 12 F o 3 fr R-P _ " `?° EH-2 -Miscellaneous Tire Storage Piling Methods Height of Stange Occupancy Group On floor, on side 5 Ft to 12 k EH-1 On floor, on tread or side To 5 It OH-2 Single, double, or multi-row racks To 5 h OH-2 Single row rack, portable 5 ft to 12 ft EH-1 \ Single row rack, fixed 5 ft to 12 ft EH-I or OH-2 plus I ` level of in-rack sprinklers Rolled Paper Height of Storage Occ anc Heavy and medium weight To 8 It OH-2 Over S ft to 12 R EH-I Tissue To 10 ft EH-1 Idle Pallet Stooge Height of Storage Occupancy Group To 6 Ft wooden OH=2 To 4 It plastic OH? For SI Units: I R = 03048 m. 'For storage heighu or clearance to ceding in excem of the Abowe configurations, we NFPA 291.2310. 231 R or 231 F As approprwi¢. eaFor rack iturage. OH-2 +1 level in rack rhall alit he permitted. fl he design of the sprinkler system shall be based on (he conditions that will routinely or perLwlic , exist in the building creating the greatest water demand. including pile height And clearance. 19% Edition city of eagan PAT GEAGAN Mayor PEGGY CARLSON CYNDEE FIELDS MIKE MAGUIRE MEG TILLEY Council Members THOMAS HEDGES City Administrator Municipal Center: 3830 Pilot Knob Road Eagan, MN 55122-1897 Phone: 651.675.5000 Fax: 65 1.675.5012 TDD: 651.454.8535 Maintenance Facility: 3501 Coachman Point Eagan, MN 55122 Phone: 651.675.5300 Fax: 651.675-5360 TDD: 651.454.8535 w _cityofeagan.com THE LONE OAK TREE The symbol of strength and growth in our community April 21, 2003 MR JEFF CARLSON MCDONALD CONSTRUCTION 7601 145TH ST W APPLE VALLEY MN 55124 RE: JIM COOPER'S TIRE & AUTOMOTIVE SERVICE - LOT 071, B1, BLACKHAWK PLAZA Dear Mr. Carlson: We have started our review of the construction documents submitted in pursuit of obtaining a building permit for the above-referenced project. This review is not intended to be an exhaustive and comprehensive report. Unless otherwise noted, all references are to the 1997 U.B.C. It is our goal that this review will help you in complying with the applicable codes and we are, therefore. requesting that the items checked below be addressed: 2 sets Architectural Plans 2 sets Structural Plans 2 sets Civil Plans 2 sets Landscaping Plans 1 Code Analysis 1 Certificate of Survey 1 Spec. Insp. & Testing Schedule 1 Project Specs 1 Energy Calculations 1 Electric Power & Lighting Form 1 Master Exit Plan 1 Emergency Response Site Plan 1 MC/ES SAC determination letter 1 Soils Report If you have any questions regarding the above items, please feel free to contact me at 651-675- 5683. Sincje, relly, J . Craig Novaczyk J Senior Inspector JCN/j s Encl. Special Inspections & Testing Schedule c o u H r y Environmental Management February 6, 2003 ??: Barry C. Schade D.re[ or Jon Blaha Dakota County LIESCH Western Service Center 14955 Galaxie Avenue 13400 15th Ave. N. Apple Valley, MN 55124 Minneapolis, MN 55441 952.891.7557 Fax 952.891.7588 ..wv+. co. dakota.mn.us Dear Mr. Blaha: (. Enclosed is the information you requested for the commercial property located at .4.150-- 4-199-Blsekhawk Road in Eagan, I have the following reply. 1. Enclosed are maps indicating the locations of known dump sites within the specified area. 2. Enclosed are lists for CERCLIS, NPL and PLP sites within Dakota County. 3. Enclosed are maps indicating the locations of the LUST sites within the specified area. 4. Enclosed are maps of the hazardous waste generators and facilities within the specified area. 5. Enclosed are maps indicating the location of the pipelines within the specified area. 6. Enclosed are maps indicating the above and underground storage tanks within the specified area. 7. Enclosed is a map showing the spills that have occurred within the specified area. 8. There are no SARA Title III reporters on or adjacent to the property. 9. There have been no SARA Title III releases on or adjacent to the property. This information was arrived at with the most current data available. In issuing the information Dakota County assumes no responsibility as to the activities undertaken. The 2003 Dakota County fee schedule adopted by the County Board of Commissioners on November 5, 2002 requires that you be billed for services provided by this Department. Staff time for this review was 0.75 hours at $87.00 per hour for a total cost of $6525 Please make a check or money order for the total amount made payable to "Dakota County Environmental Audit" and send to my attention. All future requests for audits should be sent to my attention. If you have any questions, I can be reached at (952) 891-7547. Sincerely, William Freischel Environmental Specialist Hazardous Waste Regulation i? w [pug Utt%Tx?rr Ei'wTFP HAUGE, EIDE & KELLER, P.A. ATTORNEYS AT LAW Water View Office Tower, Suite 303 1200 Yankee Doodle Road Eagan, Minnesota 55121 Paul H. Hauge Kevin W. Eide David G. Keller Lori M. Bellin Debra E. Schmidt TO: Tom Hedges Tom Colbert -? Gene VanOverbeke Dale Runkle February 16, 1987 FROM: Paul Hauge Kevin Eide _X_ Dave Keller Lori Bellin Debra Schmidt ! 5 i U?o(p Area Code 612 Telephone 456-9000 454-4242 RE: Lots 1,2,3,4,5,6,7, Blackhawk Plaza (Map attached) Project No. None Enclosed please find: Development Contract PUD Agreement X_ Easement Declaration of Access Easement from Beure'-Co Deed Other Action requested: Please place this recorded document in your permanent file. Jeanette Morcomb s ?. j• A ? ?•y ? ?ycw7/ ?SC^? ?',,? •..d -P5E A-d K STA t•un t•w aw s•td Mto i4 t sTa s.s=r ' A-FeWoe ?T tTAYNW • . pp// M. V5M L- I I • s 4 WESTBOUND LANE C.S.AA NO. 30 DECLARATION OF ACCESS EASEMENT i.j THIS DECLARATION, made this 77 day of 0 ? , 1986, by BLACKHAWK PLAZA, INC., a Minnesota Corporation and BEURE'-CO, a Minnesota Limited Partnership, (hereinafter referred to as "Declarants"); WITNESSETH THAT: WHEREAS, Declarants are the fee owners of certain real property located in the City of Eagan, County of Dakota, State of Minnesota, legally described as follows: Lots 1, 2, 3, 4, 5, 6, and 7, Blackhawk Plaza, according to the plat thereof on file and on record in the office of the County Recorder in and for Dakota County, Minnesota, (hereinafter referred to as the "Subject Property"); and WHEREAS, Declarants desire to subject a portion of the Subject Property to permanent easements for the purposes of ingress to and egress from the Subject Property, and further desires to provide for the maintenance, repair and reconstruction of said easements by the owners of the Subject Property. NOW, THEREFORE, Declarants hereby declare as follows: 1. Permanent, private, non-exclusive easements and rights of way for the purposes of access to and from the Subject Property are hereby created and imposed upon those portions of the Subject Property described as follows: See Exhibit A attached. S ? s (hereinafter referred to as the "Easement Property"). These access easements shall be for the non-exclusive use and benefit of the owners of the Subject Property, their respective tenants, licensees, invitees, successors and assigns. 2. The Easement Property shall be blacktopped and used for access from public streets and roads to the Subject Property. Declarants hereby impose upon the present and all future owners of the Subject Property the obligation of maintaining, repairing and reconstructing such blacktop. The cost and expense of such maintenance, repair and reconstruction shall be borne by the owners of the Subject Property and shall be allocated amongst them, so that each owner shall be obligated to pay a percentage of such cost and expense equal to the percentage of the total square footage of the Easement Property which is located upon the portion of the Subject Property owned by such owner. In the event any owner of a portion of the Subject Property shall fail or refuse to pay when due all or any portion of its share of the cost and expense of such maintenance, repair or reconstruction, then the other owners, or any of them, may make such payment on behalf of such delinquent owner, and the owner or owners making such payment shall be entitled to repayment from such delinquent owner for all sums so paid, together with interest at the maximum rate permitted by law. 3. The easement rights and the obligations created herein and imposed hereby shall be permanent in their duration, shall run with the land, and shall be binding upon and inure to the benefit of the successors and assigns of Declarants. IN WITNESS WHEREOF, Declarants have caused this Declaration to be executed on the day and year first above written. BLACKHAWK PLAZA, INC., a N Minnesota Corporation By: _M=:1z , \ Its 2. ?- J By: Its Drafted By: Hauge Eide & Keller 1200 Yankee Doodle Road By: Water View Office Tower Suite 303 Eagan, MN 55123 STATE OF MINNESOTA ) as. COUNTY OF ,C?ir..... ) The-foregoing instrument was acknow ed before me this day of /Al" W 19 (f(f. by . 966t,f.e and the E and a ?lAA10SOTLC, corporat f r of on behalf I' o the corporation. 4-1 K Z, Notary Public ------------- KNUTE PETER STALLAN 1r NOTARY PUBLIC - MINNESOTA ?t STATE OF MINNESOTA HENNEPIN COUNTY ) My Commission Expires Feb. 7.1OP as. COUNTY OF / ,,A ) , IF Th foregoing instru ent was/ ac/kr wledged fire me this day of d6 r 1U, by Lu rG/r ?,and the and of ?m a Limited Partnership, on behalf of the Partnership. . KNUTE PETER STALLAND `? Q „ NOTARY PUBLIC -- MINNESOTA Notary Public HENNEPIN COUNTY My Co moron Expires Feb.? . 191? Its f , •d 16 COMMON PRIVATE DRIVE EASEMENTS Lot 1 and 2 of Block 1, BLACKHAWK PLAZA, Dakota County, Minnesota, share a private common drive over the following described property: The West 12.50 feet of the South 205.00 feet of said Lot 2 and the East 12.50 feet of the South 205.00 feet of said Lot 1. Lots 1, 2, 3, 4, 5, 6, and 7 of Block 1, BLACKHAWK PLAZA, Dakota County, Minnesota share a private common drive over a strip of land 40.00 feet in width said strip being 20.00 feet on each side of the following described centerline: Commencing at the northwest corner of said Lot 1, thence South 29 decrees 00 minutes 38 seconds West, along the westerly line thereof, 176.80 feet; to the point of beginning; thence South 60 degrees 59 minutes 22 seconds East, 219.78 feet; thence south- easterly, along a tangential curve concave to the northeast having a radius of 150.00 feet and a central angle of 28 degrees 41 minutes 00 seconds, a distance of 75.09 feet to the north line of said Lot 7; thence South 89 degrees 40 minutes 22 seconds East, along the north line of said Lots 4, 5, 6 and 7, a distance of 540.34 feet; thence northeasterly, along a tangential curve concave to the northwest having a radius of 60.00 feet and a central angle of 32 degrees 13 minutes 51 seconds, a distance of 33.75 feet to a point on the east line of said Lot 2 distant 9.24 feet north of the southeast corner thereof and said centerline there terminating. The side lines of said strip of land shall be extended or shortened, along said curve, to terminate at the east lines of said Lots 2 and 4. Lots 1, 2, 3, 4, 5, 6 and 7 of Block 1, BLACKHAWK PLAZA, Dakota County, Minnesota share a private common drive over the following described property: The West 20.00 feet of said Lot 5 and the East 20.00 feet of said Lot 6. C O U N T T5;; Environmental Management February 6, 2003 Barry C. Scnade O"e= Dakota County Western Service Center 14955 Galaxie Avenue Apple Valley. MN 55124 952.891.7557 Fax 952.891.7588 -..to dakota.mn.us Jon Blaha LIESCH 13400 15th Ave. N. Minneapolis, MN 55441 Dear Mr. Blaha: (T?(n "? Enclosed is the information you requested for the commercial property located at 4180 = 4190 Blackhawk-Road'in Eagan, I have the following reply. 1. Enclosed are maps indicating the locations of known dump sites within the specified area. 2. Enclosed are lists for CERCLIS, NPL and PLP sites within Dakota County. 3. Enclosed are maps indicating the locations of the LUST sites within the specified area. 4. Enclosed are maps of the hazardous waste generators and facilities within the specified area. 5. Enclosed are maps indicating the location of the pipelines within the specified area. 6. Enclosed are maps indicating the above and underground storage tanks within the specified area. 7. Enclosed is a map showing the spills that have occurred within the specified area. 8. There are no SARA Title III reporters on or adjacent to the property. 9. There have been no SARA Title III releases on or adjacent to the property. This information was arrived at with the most current data available. In issuing the information Dakota County assumes no responsibility as to the activities undertaken. The 2003 Dakota County fee schedule adopted by the County Board of Commissioners on November 5, 2002 requires that you be billed for services provided by this Department. Staff time for this review was 0.75 hours at $87.00 per hour for a total cost of $65.25 Please make a check or money order for the total amount made payable to "Dakota County Environmental Audit" and send to my attention. All future requests for audits should be sent to my attention. If you have any questions, I can be reached at (952) 891-7547- Sincerely, William he14 Environmental Specialist Hazardous Waste Regulation co w,a.., pN C. OO , , HAUGE, EIDE 6 KELLER, P.A. ATTORNEYS AT LAW Water View Office Tower, Suite 303 1200 Yankee Doodle Road Eagan, Minnesota 55121 Paul H. Hauge Kevin W. Eide David G. Keller Lori M. Bellin Debra E. Schmidt TO: Tom Hedges Tom Colbert ?- Gene VanOverbeke Dale Runkle FROM: Paul Hauge Kevin Eide X_ Dave Keller Lori Bellin Debra Schmidt February 16, 1987 f) i Cio(0 Area Code 612 Telenhone'456-9000 454-4242 RE: Lots 1,2,3,4,5,6,7, Blackhawk Plaza (Map attached) Project No. None Enclosed please find: Development Contract PUD Agreement K Easement Declaration of Access Easement from Beure'-Co Deed Other Action requested: Please place this recorded document in your permanent file. Jeanette Morcomb .ez I I i ( ST.! S.'" K tTA l.fflf IPY. PO I ? t•lfW?00• ntTAtMI1T 11. 1!0.00 L• 1AM !la ? ( tit. f s i ' f•!d •'?rli d= WESTBOUND LANE CZAR NO. 30 i A? rA5 <<aw? Fo ? t 4 DECLARATION OF ACCESS EASEMENT ij THIS DECLARATION, made this 2 2 day of 1986, by BLACKHAWK PLAZA, INC., a Minnesota Corporation and BEURE'-CO, a Minnesota Limited Partnership, (hereinafter referred to as "Declarants"); WITNESSETH THAT: WHEREAS, Declarants are the fee owners of certain real property located in the City of Eagan, County of Dakota, State of Minnesota, legally described as follows: Lots 1, 2, 3, 4, 5, 6, and 7, Blackhawk Plaza, according to the plat thereof on file and on record in the office of the County Recorder in and for Dakota County, Minnesota, (hereinafter referred to as the "Subject Property"); and WHEREAS, Declarants desire to subject a portion of the Subject Property to permanent easements for the purposes of ingress to and egress from the Subject Property, and further desires to provide for the maintenance, repair and reconstruction of said easements by the owners of the Subject Property. NOW, THEREFORE, Declarants hereby declare as follows: 1. Permanent, private, non-exclusive easements and rights of way for the purposes of access to and from the Subject Property are hereby created and imposed upon those portions of the Subject Property described as follows: See Exhibit A attached. (hereinafter referred to as the "Easement Property"). These access easements shall be for the non-exclusive use and benefit of the owners of the Subject Property, their respective tenants, licensees, invitees, successors and assigns. 2. The Easement Property shall be blacktopped and used for access from public streets and roads to the Subject Property. Declarants hereby impose upon the present and all future owners of the Subject Property the obligation of maintaining, repairing and reconstructing such blacktop. The cost and expense of such maintenance, repair and reconstruction shall be borne by the owners of the Subject Property and shall be allocated amongst them, so that each owner shall be obligated to pay a percentage of such cost and expense equal to the percentage of the total square footage of the Easement Property which is located upon the portion of the Subject Property owned by such owner. In the event any owner of a portion of the Subject Property shall fail or refuse to pay when due all or any portion of its share of the cost and expense of such maintenance, repair or reconstruction, then the other owners, or any of them, may make such payment on behalf of such delinquent owner, and the owner or owners making such payment shall be entitled to repayment from such delinquent owner for all sums so paid, together with interest at the maximum rate permitted by law. . 3. The easement rights and the obligations created herein and imposed hereby shall be permanent in their duration, shall run with the land, and shall be binding upon and inure to the benefit of the successors and assigns of Declarants. IN WITNESS WHEREOF, Declarants have caused this Declaration to be executed on the day and year first above written. BLACKHAWK PLAZA, INC., a Minnesota Coon By: Its By: Its a Minnlesot ted P n r ship Drafted B Y: Hauge Eide & Keller *By: 1200 Yankee Doodle Road Water View Office Tower Its Suite 303 Eagan, MN 55123 STATE OF MINNESOTA ) ss. COUNTY OF foregoing instrument was acknow edQG before me this 'LZ u day of 146, by ?. LtS and , the E - - / and / , of G?! a N/LitA'o a7?t corporation, on behalf of the corporation. _ Notary Public /,, i;%-.KNUTE PETER STALLAND NOTARY PUBLIC - MINNESOTA STATE OF MINNESOTA ) HENNEPIN COUNTY MY Commission Expires Feb. 1 1987 ss. COUNTY OF ?/L) Th foregoing instru%}ent was acknowledged fire me this ZZ day of A6 1Q, by f U, et-4- A/ . k/(( and t e and of a Limited Partnership, on behalf of the Partnership. M• ?? rW;..KNUTE PETER STALLAND to NOTARY PUBLIC -MINNESOTA Notary Public HENNEPIN COUNTY #A, Cbmmprom Exp,," Feb. 7. IN? COM11ON PRIVATE DRIVE EASEMENTS Lot 1 and 2 of Block 1, BLACKHAWK PLAZA, Dakota County, Minnesota, share a private common drive over the following described property: The West 12.50 feet of the South 205.00 feet of said Lot 2 and the East 12.50 feet of the South 205.00 feet of said Lot 1. Lots 1, 2, 3, 4, 5, 6, and 7 of Block 1, BLACKHAWK PLAZA, Dakota County, Minnesota share a private common drive over a strip of land 40.00 feet in width said strip being 20.00 feet on each side of the following described centerline: Commencing at the northwest corner of said Lot 1, thence South 29 decrees 00 minutes 38 seconds West, along the westerly line thereof, 176.80 feet; to the point of beginning; thence South 60 degrees 59 minutes 22 seconds East, 219.78 feet; thence south- easterly, along a tangential curve concave to the northeast having a radius of 150.00 feet and a central angle of 28 degrees 41 minutes 00 seconds, a distance of 75.09 feet to the north line of said Lot 7; thence South 89 degrees 40 minutes 22 seconds East, along the north line of said Lots 4, 5, 6 and 7, a distance of 540.34 feet; thence northeasterly, along a tangential curve concave to the northwest having a radius of 60.00 feet and a central angle of 32 degrees 13 minutes 51 seconds, a distance of 33.75 feet to a point on the east line of said Lot 2 distant 9.24 feet north of the southeast corner thereof and said centerline there terminating. The side lines of said strip of land shall be extended or shortened, along said curve, to terminate at the east lines of said Lots 2 and 4. Lots 1, 2, 3, 4, 5, 6 and 7 of Block 1, BLACKHAWK PLAZA, Dakota County, Minnesota share a private common drive over the following described property: The West 20.00 feet of said Lot 5 and the East 20.00 feet of said Lot 6. 4?>- MEMO city of eagan TO: DALE SCHOEPPNER, CHIEF BUILDING OFFICIAL DALE WEGLEITNER, FIRE MARSHAL PAUL OLSON, SUPERINTENDENT OF PARKS MIKE RIDLEY, SENIOR PLANNER CAROL TUMINI, UTILITY BILLING CLERK TIM PAHR, ENGINEERING TECHNICIAN STAN LEXVOLD, CONSTRUCTION SUPERVISOR TOM COLBERT, PUBLIC WORKS DIRECTOR JOHN GORDER, DEVELOPMENT/DESIGN ENGINEER TOM STRUVE, SUPERINTENDENT OF STREETS & EQUIPMENT PAUL HEUER, SYSTEMS ANALYST ERIC MACBETH, WATER RESOURCE COORDINATOR MARK ANDERSON, ELECTRICAL INSPECTOR SCOTT PETERSON, PLUMBING INSPECTOR FROM: TERRY ZELENKA, COMBINATION INSPECTOR DATE: OCTOBER 22, 2002 _ l S 3 `? Vim` S SUBJECT: FINAL INSPECTION FOR JIM COOPER'S TIRE LEGAL: LOT 071 BLOCK 1 BLACKHAWK PLAZA The Protective Inspections Division will be performing a final inspection at 4180 Blackhawk Road on Friday, October 31, 2003. If you are requesting that the Certificate of Occupancy be held, please fill out the proper hold request form. Failure to return the hold request form will be considered your approval. The person, or department, requesting the hold is responsible for notifying and resolving any problems with the affected parties. CD/blde° insp/misc/final insp - comm bldgs -4? ?v ti ?3- PLUMBING (COMMERCIAL) Permit Application City Of Eagan 3830 Pilot Knob Road, Eagan Mn 55122 15q 1 0 Telephone # 651-675-5 17%-&F+ # 651-675-5694 lob 4 C7 ? l 1 y?o? Date= / aa2. l o? 4 $-o/ Q ? Site Address wwwar a ?7 /-? Unit # ? L ?, Tenant Name. r , P Former Tenant Name Property Owner v l Telephone # ( ) Contractor Address ?n lr 90? e_,M.[o-- City he State Zip 7 Telephone # V ° P6 The Applicant is Owner _ Contractor Other Work Type t_-New Bldg _ Add-on _ Repair PVB _ Irrigation system ?RPZ " Jerry Wobschall to calculate fees. R _ uired meter size is 2" turbo unless smaller size permitted by Public Works Description of Work To quire if PrMsure 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 9 a Fire Size & Price 3/4" displacement lacement 5156.00 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% _ $ Base Fee 1 y ? M eter(s) $ • Required on all new buildings i& boulevard irrigation systems $ -?- Radio Meter Read \\ If base fee is $1,000 or less, surcharge is 5.50 $ C.J State Surcharge if base fee is over KING, surcharge is "0 per $1,000 of the Base Fee Following fees apply only when installing new irrigation system j Water Permit $ Contact Jerry Wobschall at 651-675-5024 for required fee amounts _ _ i? ri?' 'i 4 $ ? ,1 nent Plant i ?' $ { . 9qn,) WatgrSupply&Storage $ I J I - ?Pt?aSurcharge --------------------------------------------------------- _-------------- `J Lb 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. - D 1(03 G Rt traay M Dz? t3 1 ? ? fl - Applicant's Printed Name Applicant's a 1 y3 " 0-)(-- P-? Pcx--'? A -V- /6?' CITY USE ONLY REQUIRED INSPECTIONS: U.G. Air Test Gas Test Rough In Final PLANS SUBMITTED APPROVED BY: ) P s-Z" 8'-' 3 BUILDING INSPECTOR General Information • Radio Meter Read (required on all new buildings & boulevard irrigation systems- $157.00 • 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 hom/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 $ 781.00 displacement smcommercial turbine" must receive maximum i approval cont nuous 10 from Public Works 2-30 3/4" lawn irrigation $156.00 4-160 2" turbine lg irrigation syst $ 982.00 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 $ 1,860.00 bldg to 24 units 65 units maximum sm commercial & continuous & lg comm bldgs 25 irrigation systems 5-100 1-1/2" bldgs 25-64 units $484.00 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 $1,328.00 6-500 4" compound +300 unit bldgs & $3,702.00 syst & production very Ig comm bidgs lines 1/2-320 3" compound +200 unit bldgs $2,411.00 10-1000 6" compound +400 unit bldgs 56,100.00 very Ig comm bldgs very Ig comm bldgs 15-1000 4" turbine very lgirrigation $2,329.00 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 1/03 11 city of eagan PAT GFAGAN Mayor PEGGY CARLSON CYNDEE FIELDS MIKE MAGUIRE MEG TILLEY Council Members THOMAS HEDGES City Administrator Municipal Center: 3830 Pilot Knob Road Eagan, MN 55122-1897 Phone: 651.675.5000 Fax: 651.6,75.5012 TDD: 651.454.8535 Maintenance Facility: 3501 Coachman Point Eagan, MN 55122 Phone: 651.675.5300 Fax: 651.675.5360 TDD: 651.454.8535 www.cityofeagan.com THE LONE OAK TREE The symbol of strength and growrh in our community April 21, 2003 MR JEFF CARLSON MCDONALD CONSTRUCTION 7601 145TH ST W APPLE VALLEY MN 55124 4 /465L RE: JIM COOPER'S TIRE & AUTOMOTIVE SERVICE LOT 071, B1, BLACKHAWK PLAZA Dear Mr. Carlson: ? AF? )940 We have started our review of the construction documents submitted in pursuit of obtaining a building permit for the above-referenced project. This review is not intended to be an exhaustive and comprehensive report. Unless otherwise noted, all references are to the 1997 U.B.C. It is our goal that this review will help you in complying with the applicable codes and we are, therefore, requesting that the items checked below be addressed: 2 sets Architectural Plans 2 sets Structural Plans 2 sets Civil Plans 2 sets Landscaping Plans 1 Code Analysis 1 Certificate of Survey 1 Spec. Insp. & Testing Schedule 1 Project Specs 1 Energy Calculations 1 Electric Power & Lighting Form 1 Master Exit Plan 1 Emergency Response Site Plan 1 MC/ES SAC determination letter 1 Soils Report If you have any questions regarding the above items, please feel free to contact me at 651-675- 5683. Sincerell?y, (J. Craig Novaczyk Senior Inspector JCN/js Encl. Special Inspections & Testing Schedule WAI-SH BISHOP FACILITY TRANSMITTAL ?I - TO: J. Craig Novaczyk Senior Building Inspector City of Eagan 3830 Pilot Knob Road Eagan, MN 55122 COPY: Jim Cooper - Eagan Tire Jeff Carlson- McDonald Const. 900 Second Avenue South. Suite 300 Minneapolis-Minnesota 55402-3380 TEL 612 338-87799 FAR 612 337-57785 W W W. WALS HBI SHOP. GO \f DATE: 5.7.03 PROJECT: Eagan Tire and Auto Service Eagan MN COMM NO.: 22048.00 ? Via U.S. Postal Service ? Other ? Via Federal Express ? Priority ? Standard ® Via Courier ? Direct ? Rush ? 2 Hr. ? 3 Hr. ® Same Day THESE ARE TRANSMITTED BELOW ? Attached ? For your information ? Under separate cover ® For approval ? Shop drawings ® Prints ? Plans ? Samples ? For your use ® Copy of letter ? Specifications ? Change Order ® As requested ? ? For review and comment COPIES DATE NO. DESCRIPTION 1 5.6.03 Review Comment Response Letter 2 5.1.03 Rev 1 Revised Drawings G100, A100, A200, A201, A202, A300, A400, A501, A600, A800 REMARKS: Craig: Attached are the review comment responses with revised drawings are Replace existing drawings with the enclosed revised drawings. Dean A. Olsen, ALA r "? : WALSH BISHOP FACILITY 900 SecendAveuue South, Suite 300 Mi"Capolis, Minnesota 55402-3380 TEL 612 338-8799 FAX 612 337-5785 WWW.WALSHBISIIOP.COM MEMO TO: J. Craig Novaczyk Senior Building Inspector City of Eagan FROM: Dean A. Olsen, AIA Walsh Bishop SUBJECT: Jim Cooper Tire and Automotive Service 22048.00 DATE: May 6, 2003 In response to your review comments dated April 30, 2003, and phone conversation of May 1, 2001, the comments are provided: The Project is being resubmitted under the IBC 2000, Code. The second floor is the office space for the store operations. It will not be a waiting area for the retail operations. The waiting area is a minor use area of the office space with waiting for three persons (one for each office). The total area for the second floor is 1,830 net square feet (excluding stair). Per stated code review on sheet G100, the whole second floor is considered office area with an occupant load of 20. (2,000 (gross) sf /100 sf per occupant - table 1003.222). 2. See response for #1. 3. Per table 1003.2.2.2, the occupant load of the second floor is 20 (see response #1). Two exists would be required if the occupant load is over 50. Per section 1004.2.1, one exit is required. 4. Toilet rooms have been revised to comply with MSBC 1341.0405. See attached drawings. 5. Per MSBC - 1341.0403 Item E Subpart #1, only 2 accessible spaces are required. The third space will be revised to a regular space. Per section 1341.0428 Subpart 3 - two accessible spaces may share a common access aisle. The access aisle conforms to section 1341.0428 Subpart 6. 6. Drinking fountain shall conform to MSBC. See attached drawings. P:\) Coop Iirc\?2104S\wP\CORRP.S\=05060361 .doc WA LS H BISHOP & FACILITY DEVELOPMENT CONSULTING 7. Mixed occupancy calculation: S-1 M B 6400/27054 + 1800/27054 + 2000/27054 </= 1 .236 + .066 + .073 = .375 </= 1 per code review base sf =9,000, allowable area 27054 8. Tire Storage per IBC2000 and Jerry Norman at State Building Codes is S-1. 9. Tire storage per table NFPA 13 4.7.4.2, single row fixed 5-12 feet. 10. The overflow system is roof scuppers, at 2" above the roof drains, sized per section IBC 1503.4 (3x area of roof drain). 11. Occupancy Separation (2-hour fire barrier) included and revised per attached drawings. Should you require any additional information or assistance, please contact us. Enclosure, Revision #1-Code Review Comments G100, A100, A200, A201, A202, A300, A400, A600, A800 Cc Jim Cooper, Eagan Tire and Auto Service Jeff Carlson, McDonald Construction CV]Cooji ?ruA2 O18V\%PAC0RRF.S\mm0i0603Jt).doc 01 MESSAGE CONFIRMATION DATE 04/30 04/30/2006 14:38 04/30/2006 14:39 ID=EAGAN ENG+COM DEU S,R-TIME DISTANT STATION ID MODE PAGES RESULT 00'46" 96123375785 CALLING 02 OK 000 EAGAN ENG+COM DEU + 96123375785 AkPdtvoFaagan PAT GF.AGAN Mayor PEGGY CARLSON CYNDEE FIELDS MIKE MAGUIRE MEG TILLEY Council Memben THOMAS HEDGES Ciy Admini:rrame Municipal Ceowr- 3830 Pilot Knob Road c_._._ 1F11 CC, 11 1007 NO. 009 901 April 30, 2003 VIA FACSIMIU: 612-337-5785 DEAN OLSEN RE: JIM COOPER'S TIRE & AUTOMOTIVE SERVICE 4180 BLACKHAWK ROAD 1. Define waiting area square footage on the second level, for accurate occupancy load calculation. 1997 UBC, Table 10-A 2. Please explain occupant load calculation for second level- 1997 UBC, Table 10-A 3. Two exits are required from the second story. 1997 UBC, 1004.2.3.2 4. Toilet rooms shall comply with MSBC 1341.0405, Item K. 5. If three accessible parking stalls are provided, then there shall be three loading zones provided. MSBC 1341. 6. Provide drinking fountain elevation. MSBC 1341. 7 D. AA.+U...n Y.A nnnrmonew rolm lotion 19971TRf. 5(141 I.% lil city of eagan PAT GEAGAN Mayor PEGGY CARLSON CYNDEE FIELDS MIKE MAGUIRE M EG TILLEY Council Members THOMAS HEDGES City Administrator Municipal Center: 3830 Pilot Knob Road Eagan, MN 55122-1897 Phone: 651.675.5000 Fax: 651.675.5012 TDD: 651.454.8535 Maintenance Facility: 3501 Coachman Point Eagan, MN 55122 Phone: 651.675.5300 Fax: 651.675.5360 TDD: 651.454.8535 s ..cityofeagan.com THE LONE OAK TREE. The symbol of strength and growth in our community April 30, 2003 VIA FACSIMILE: 612-337-5785 DEAN OLSEN RE: JIM COOPER'S TIRE & AUTOMOTIVE SERVICE 4180 BLACKHAWK ROAD 1. Define waiting area square footage on the second level, for accurate occupancy load calculation. 1997 UBC, Table 10-A 2. Please explain occupant load calculation for second level. 1997 UBC, Table 10-A 3. Two exits are required from the second story. 1997 UBC, 1004.2.3.2 4. Toilet rooms shall comply with MSBC 1341.0405, Item K. 5. If three accessible parking stalls are provided, then there shall be three loading zones provided. MSBC 1341. 6. Provide drinking fountain elevation. MSBC 1341. 7. Provide the mixed occupancy calculation. 1997 UBC 504.3. 8. Classify tire storage area to a specific occupancy. 1997 UBC, Table 3-A. 9. Provide method of storage for tires. Choose method of storage from NFPA 13, Table 1- 4.7.4.2. 10. Explain overflow roof drainage system for second story roof above office area. 1997 UBC, 1506.3. 11. Define occupancy separation walls and openings (1-hr. occupancy separations require 1- hr. doors and 3/4-hour glazing). NOTE: The mechanical and plumbing plans have not been reviewed yet. If you have any questions regarding the above items, please feel free to contact me at 651-675- 5683. 7. Craig Novaczyl"k Senior Building Inspector Attachment: Table 14.7.4.2 Occupancy Group Classification for Miscellaneous Storage ...... GENE Ft U. IN FORMANON 13-9 Cellulose Nitrate Molion Picture Film; NFPA 58. Standard for the Storage and Handling of Liquef at Petroleum Gases; NFPA 231, Standard for General Storage; NFPA 231 C, Standard for Rack Storage of Nfalerials; N FP.A 231 D, Standard for Storage of Rub- ber Tires; NFPA 231 E, Recommended Practice for the Storage of Baled Cotton; NFPA 231F, Standard for the Storage of Roll Paper; NFPA 232, Standard far the Protection of Records; and NFPA 409, Standard on Aircraft Hangars. 14.7.4.2 Miscellaneous storage as defined herein shall be clas- sified as to occupancy group in accordance with Table 14.7.4.2. 1-4.7.4.2.1 The commodity classifications and storage characteristics in Table 1.4.7.4.2 shall be as defined in NFPA 231, Standard for General Storage, and NFPA 231 C, Standard for Rack Storage of Materials. 1.5 Abbreviations. The standard abbreviations in Table 1-5 shall be used on the hvdrtulic calculation form. 1.6 Level of Protection. 1.6.1 A building, where protected by an automatic sprin- kler system installation, shall be provided with sprinklers in all areas. Exception: Where specific sections of this standard permit the omission of sprinklers. 1.6.2 Limited Area Systems. When partial sprinkler sys- tems are installed, the requirements of this standard shall be used insofar as they are applicable. The authority having jurisdiction shall be consulted in each case. Table 1-4.7.4.2 Occupancy Group Classification for Miscellaneous Storage 12 ft (3.7 m) or Less in Height• Group A Plastics Height Ceiling Rack-R Cartoned Exposed of Clearance to or Storage Top of Storage Palletized-P Solid Expanded Solid Expanded To 5 ft No limit R-P OH-2 OH-2 OH-2 OH-2 Over 5 it to 10 ft To 5 It R-P EH-I EH-1 EH-2 EH-2 Over 5 ft to 10 ft Over 5 f. R-P EH-2 EH-2 EH-2 to 10 it Over 3 ft to 8 ft Over 5 ft p EH-2 Over 10 it to 12 ft To 15 h p EH-2 EH-2 Over 10 ft to 12 ft Over 5 ft R OH-2 OH-2 OH-2 OH.2 +l level +l level +I level +l level in rack in rack in rack in rack Over 10 ft to 12 ( 0 5 h R-P _ H=?'•- ?" EH-2 Tire Storage Piling Methods Height of Storage Occupancy Group On floor, on side 5 ft to 12 ft EH-1 On floor, on tread or side To 5 ft OH-2 Single, double, or multi-row racks To 5 it OH-2 Single row rack, portable 5 ft to 12 ft EH-1 Single row rack, fixed 5 ft to 12 ft EH-1 or OH-2 plus I \ level of in-rack sprinklers Rolled Papei`_Mbrftl_? Height of Storage Occu anc Heavy and medium weight To 8 It OH-2 Over 8 it to 12 R EH-I Tissue To 10 It EH-1 Idle Pallet Storage Height of Storage Occupancy Group To 6 ft wooden OH-2 To 4 It plastic Off--2 For SI Units: I ft = 0.3048 m. •For storage heights or clearance to ceiling in excess of the above configurations. we NFPA 231.231C. 231 D. or 231 F as appropriate. "For rack storage. OH -2 +1 Level in rack shall also be permitted. t-rhe design of the sprinkler system shall be based on the conditions that will routinely or periodically exist in the building creating the greatest water demand. including pile height and clearance. 1996 Edition r C)L) MEMORA'NDU?M F ` f.TO: TOM STRUVE, SUPERINTENDENT OF STREETS & EQUIPMENT BOB KRIHA, UTILITY CONSTRUCTION INSPECTOR DALE WEGLEITNER, FIRE MARSHAL ERIC MACBETH, WATER RESOURCES COORDINATOR GREGG HOVE, CITY FORESTER JOHN GORDER, ASSISTANT CITY ENGINEER KENT THERKELSEN, CHIEF OF POLICE MARK ANDERSON, ELECTRICAL INSPECTOR MIKE RIDLEY, SENIOR PLANNER I PAUL HEUER, SYSTEMS ANALYST SCOTT PETERSON, BUILDING INSPECTOR TOM COLBERT, DIRECTOR OF PUBLIC WORKS TOM PEPPER, CHIEF FINANCIAL OFFICER FROM: CRAIG NOVACZYK, SENIOR INSPECTOR -/'? ?°_ r'l DATE: April 18, 2003 (c Z3 s- b /?/E' RE: PLAN REVIEW FOR JIM COOPER'S EAGAN TIRE & AUTOMOTIVE SERVICE LOT 071 BLOCK 1 BLACKHAWK PLAZA The plans are in our plan review section for your review and comment. I i #2V Please return this form to my attention with your signed comments arid-the date of review within seven days. If you have any concerns with these plans, please so indicate on this form and notify and resolve these issues with the affected parties. If you are requesting that issuance of the building permit be held, please fill out the proper "hold" request form. Comments: A1 l .?kL 1-wrdvw3 (?y Indicate any fees that are to be collected with the building permit AMOUNT Yes ? No landscape security required Z O N I N G Yes ? No water quality dedication METER SIZE Yes ? No park dedication H,l%' oo Ol Yes ? No trail dedication I, to q CL ? Yes ? No tree dedication ? Yes ? No PRV Required up s Irl - Signature Date CD/FORMS/BLDG INSP/PLAN REVIEW CRAIG N REVISED 9-02 city of eagan PAT GFAGAN Mayor PEGGY CARLSON CYNDEE FIELDS MIKE MAGUIRE MEG TILLEY Council Members THOMAS HEDGES City Administrator Municipal Center. 3830 Pilot Knob Road Eagan, MN 55122-1897 Phone: 651.675.5000 Fax: 651.675.5012 TDD: 651.454.8535 Maintenance Facility: 3501 Coachman Point Eagan, MN 55122 Phone: 651.675.5300 Fax: 651.675.5360 TDD: 651.454.8535 w .cityofeagan.com THE LONE OAK TREE The symbol of s¢ength and growth in our community April 28, 2003 Jeff Carlson McDonald Construction 7601 - 145th Street West Apple Valley, MN 55124 RE: Jim Cooper's Eagan Tire and Automotive Service Dear Mr. Carlson: We have completed our review of the site plan and landscape documents submitted in pursuit-of obtaining a building permit for the above referenced project. It is our goal that this review will help you in complying with the applicable codes and we are therefore, requesting that the following items be addressed: 1. A lighting plan must be submitted for approval as addressed in Condition 6 of the Conditional Use Permit conditions. 2. The north elevation plan shall indicate additional building materials and/or windows as addressed in Condition 8 of the Conditional Use Permit conditions. 3. A revised landscape plan shall be submitted indicating additional landscaping to the south of the building as shown on original plans submitted with the Conditional Use Permit application and additional landscaping on the south side of the parking lot is required. Eagan's landscaping ordinance requires 75% of the parking lot shall be screened from the public. If you have any questions feel free to call me at 651-675-5696. Jhe ce rely, J ila 0' rB yanan ?? Planner Planning Report - Jim Cooper fire and Auto Service Center CUP July 18, 2002 Page 10 3. Service bay doors shall be prohibited from being open more than 12 inches during automobile repair. 4. Automobile or truck rental is prohibited on the site. 5. Outdoor storage of tires or other automobile parts is prohibited. 6. Wall and pole mounted light fixtures shall be cut-off and shielded to control glare. 7. All wall and freestanding sign shall comply with the City Code. 8. An additional building material and/or windows shall be incorporated on the north elevation of the building. 9. A state-registered landscape architect or state-certified nurseryperson shall prepare the landscape plan. 10. Tree Protective measures (i.e., orange colored silt fence or 4 foot polyethylene laminate safety netting) shall be installed at the Drip Line or at the perimeter of the Critical Root Zone, whichever is greater, of significant trees to be preserved on-site. 11. The applicant shall contact the City Forestry Division and set up a pre-construction site inspection at least five days prior to the issuance of the grading permit to ensure compliance with the approved Tree Preservation Plan and placement of the Tree Protection Fencing. 12. The development shall be subject to a cash dedication in lieu of water quality ponding. 13. The development shall be subject to cash park and trail dedication. ?\ q, 0,a 1?v 1i MENiORA''N?DUM" TO: TOM STRUVE, SUPERINTENDENT OF STREETS & EQUIPMENT BOB KRIHA, UTILITY CONSTRUCTION INSPECTOR DALE WEGLEITNER, FIRE MARSHAL ERIC MACBETH, WATER RESOURCES COORDINATOR GREGG HOVE, CITY FORESTER JOHN GORDER, ASSISTANT CITY ENGINEER KENT THERKELSEN, CHIEF OF POLICE MARK ANDERSON, ELECTRICAL INSPECTOR MIKE RIDLEY, SENIOR PLANNER PAUL HEUER, SYSTEMS ANALYST SCOTT PETERSON, BUILDING INSPECTOR TOM COLBERT, DIRECTOR OF PUBLIC WORKS TOM PEPPER, CHIEF FINANCIAL OFFICER FROM: CRAIG NOVACZYK, SENIOR INSPECTOR DATE: April 18, 2003 /,P,3 ('/i9-e y n? s p,T('/ Ir" RE: PLAN REVIEW FOR TIM COOPER'S EAGAN TIRE & AUTOMOTIVE SERVICE LOT 071 BLOCK 1 BLACKHAWK PLAZA The plans are in our plan review section for your review and comment. #28 Please return this form to my attention with your signed comments and the date of review within seven days. If you have any concerns with these plans, please so indicate on this form and notify and resolve these issues with the affected parties. If you are requesting that issuance of the building permit be held, please fill out the proper "hold" request form. Comments: I? vii t ? LW^d V1 Otis V1.j, l;f ,?L,I p t6-v we- Indicate any fees that are to be collected with the building permit: AMOUNT Yes ? No landscape security required 6? D, `D Yes ? No water quality dedication f,o j Il a Vn1 Yes ? No park dedication s Ll , "!33 vo Yes ? No trail dedication A I, of-14. CJ Yes ? No tree dedication ? Yes ? No PRV Required Signature CD/FORMS/BLDG rNSP/PLAN REVIEW CRAIG N ZONING?Y'Ir/ METER SIZE Date REVISED 9- 02 11 city of eagan PAI-GEAGAN Mayor PEGGY CARLSON CYNDEE FIELDS MIKE MAGUIRE MEG TILLEY Council Members THOMAS HEDGES CiryAdministrator Municipal Center: 3830 Pilot Knob Road Eagan, MN 55122-1897 Phone: 65 1.675.5000 Fax: 651.675.5012 TDD: 651.454.8535 Maintenance Facility: 3501 Coachman Point Eagan, MN 55122 Phone: 651.675.5300 Fax: 651.675.5360 TDD: 651.454.8535 www.cityofeagan.com THE LONE OAK TREE The symbol of strength and growth in our community April 28, 2003 Jeff Carlson McDonald Construction 7601 -145 1h Street West Apple Valley, MN 55124 RE: Jim Cooper's Eagan Tire and Automotive Service Dear Mr. Carlson: We have completed our review of the site plan and landscape documents submitted in pursuit of obtaining a building permit for the above referenced project. It is our goal that this review will help you in complying with the applicable codes and we are therefore, requesting that the following items be addressed: 1. A lighting plan must be submitted for approval as addressed in Condition 6 of the Conditional Use Permit conditions. 2. The north elevation plan shall indicate additional building materials and/or windows as addressed in Condition 8 of the Conditional Use Permit conditions. A revised landscape plan shall be submitted indicating additional landscaping to the south of the building as shown on original plans submitted with the Conditional Use Permit application and additional landscaping on the south side of the parking lot is required. Eagan's landscaping ordinance requires 75% of the parking lot shall be screened from the public. If you have any questions feel free to call me at 651-675-5696. Sincer? 1 ?lieila O'Bryan Planner Planning Report - Jim Cooper fire and Auto Service Center CUP July 18,2002 Page 10 3. Service bay doors shall be prohibited from being open more than 12 inches during automobile repair. 4. Automobile or truck rental is prohibited on the site. 5. Outdoor storage of tires or other automobile parts is prohibited. 6. Wall and pole mounted light fixtures shall be cut-off and shielded to control glare. 7. All wall and freestanding sign shall comply with the City Code. 8. An additional building material and/or windows shall be incorporated on the north elevation of the building. 9. A state-registered landscape architect or state-certified nurseryperson shall prepare the landscape plan. 10. Tree Protective measures (i.e., orange colored silt fence or 4 foot polyethylene laminate safety netting) shall be installed at the Drip Line or at the perimeter of the Critical Root Zone, whichever is greater, of significant trees to be preserved on-site. 11. The applicant shall contact the City Forestry Division and set up a pre-construction site inspection at least five days prior to the issuance of the grading permit to ensure compliance with the approved Tree Preservation Plan and placement of the Tree Protection Fencing. 12. The development shall be subject to a cash dedication in lieu of water quality ponding. 13. The development shall be subject to cash park and trail dedication. It Metropolitan Council Building communities that work Environmental Services April 29, 2003 Dale Schoeppner Building Official City of Eagan 3830 Pilot Knob Road Eagan, MN 55122 Dear Mr. Schoeppner: The Metropolitan Council Environmental Services Division has determined SAC for the Jim Cooper's Tire & Automotive Service to be located at 4.1.80 & 4190 Blackhawk Road within the City of Eagan. /? 3 S D/ 410, y Q This project should be charged 5 SAC Units, as determined below. Charges: Service Bays 10 bays @ 2 bays/SAC Unit if you have any questions, call me at 651-602-1113. Sincerely, Jodi Pi Edwards A. C?'_ (? Staff Specialist Municipal Services Section JLE: (60) 03042957 cc: S. Selby, MCES Carolyn Krech, Finance Department, Eagan Jeff Carlson Ww .Metrocouncil.org 230 East Fifth Street • St. Paul, Minnesota 55101-1626 • (651) 602-1005 • Fax 602-1138 ao Eque/ Opportunity Ewpioyer SAC Units 5.00 Metro Info Line 602-1886 rrY 291.0904 BRAUN INTERTEC October 13, 2003 Mr. Roger Dawson McDonald Construction, Inc. 7601 145`, Street West Apple Valley, MN 55124 Braun Intertec Corporation 6950 Wes; 145th Stree.' Suite 131 Apple Valley, MN 55124 Fhone: 952.431.4493 Fcx: 952.431.3084 Web: br-uninterec co,, Project BODX-03-109C Dear Mr. Dawson: l g 3 - ' I)J, f / eeh `? Re: Water Testing, Jim Cooper's - Eagan Tire and Auto Service,-4440-and 4190 Blackhawk Road, Eagan, Minnesota Braun Intertec Corporation (Braun Intertec) received your analytical request on October 8, 2003. Analytical results are summarized on the following laboratory report. We appreciate the opportunity to meet your analytical needs. If you have any questions or need additional information, please call Jim Samuelson at (952) 431-4493. Sincerely, BRAUN INTERTEC CORPORATION mes Samulso ocMa Attachment: Report of Water Analysis c: Building Inspections; City of Eagan 03283cdwtltr-1 Providing engineering and environmental solutions since 1957 - 4 rw , C y wa-ew-c U , I YLCI. 617 13th Ave So kins, Minnesota 55343 935 - 3556 10/10/2003 Jim Samuelson Braun Intertec 6950 W. 146th St. #131 Apple Valley MN 55124 Lab #: 437B Our Laboratory reports these analytical results, determined on a sample taken by CLIENT on 1010812003 from the following location: REPORT OF WATER ANALYSIS NE Building Service Ln BO'DX 03-109C Coliform Bacteria <1/100 ml n City Water Clinic, Inc. Bi rsdale Analyml laboratory W=e Analysis Reagents Lab Certification i 027-053-119 Consulting Engineer Roiler Water Chsnicals Date: I IZ o 3 To City or County of: U n U 11 • SPECIAL INSPECTOR FINAL REPd* Address: D 8 J u- V I K1 t r-K 0?) 1wu State: ? City: U A61 CXc.. MS Attenton Re: Final Project Report Project Name: To whom it may concern: Zip Code: 550 I This is to certify that I performed special inspection on the following portions of the work at the above address which required continuous inspection, and which I was employed to inspect: Based upon my personal observation and written reports of this work, it is my judgment that the inspected work was performed. to the best of my knowledge. in accordance with the approved plans, specifications, and the applicable workmanship provisions of the Uniform Building Code. Very truly (Special Inspector's Signature) Date 5-6 739S-8--9 Print Full Name ID Number cc: Client/Owner ArchitecuEngineer 25 BRAUN INTERTEC Final Report for Special Inspection and Construction Materials Testing Services for McDonald Construction, Inc. Jim Cooper's Eagan Tire and Auto Service 4180 and 4190 Blackhawk Road Eagan, Minnesota Professional Certification: I hereby certify that this plan, specification or report was prepared by me or under my direct supervision and that I am a duly Licensed Engineer under the laws of the State of Minnesota. Gregory eialnki, AP Associate Principal Registration Number: 24017 Project BODX-03-109C November 12. 2003 Braun Intertec Corporation Providing engineering and environmental solutions since 1957 BRAUN Braun lnterlee Corporation Phone: 952A31.4493 6950 West 146h Sreet Fox 95 2.43 1.308 4 I N I ER i EC Suite 131 Web: braunintetiec.com Apple Valley, MN 55124 November 10, 2003 Mr. Roger Dawson McDonald Construction, Inc. 7601 145v' Street West Apple Valley, Minnesota 55124 Dear Mr. Dawson: Project BODX-03-109C Re: Final Report for Special Inspection and Construction Materials Testing Services, Jim Cooper's - Eagan Tire and Auto Service, 4180 and 4190 Blackhawk Road, Eagan, Minnesota Introduction This report summarizes the results of our special inspection and construction materials testing services performed during construction of the Jim Cooper's - Eagan Tire and Auto Service located at 4180 and 4190 Blackhawk Road in Eagan, Minnesota. Our work was performed in general accordance with our cost estimate dated May 19, 2003. The services provided included: • Footing subgrade observations, • Concrete reinforcement observations, • Concrete testing, • Masonry observations and testing, and Structural steel observations. We have provided International Conference of Building Officials (ICBO) certified special inspectors, engineers, senior engineering assistants, engineering assistants and engineering technicians to conduct the observations and testing in general conformance with the Uniform Building Code (UBC) Section 1701 and the project specifications. Special Inspections Our observations and testing were completed in accordance with the guidelines of UBC Section 1701, Special Inspections and the project's specifications. For each observation, a Special Inspection Daily and/or Weekly Report was completed describing the work observed and the tests made- If the work observed did not conform to the project drawings and specifications, the item was documented and the contractor was informed of the needed rework on an area. If the discrepancy was not immediately corrected, the site superintendent, project manager and structural engineer were notified. Corrected discrepancies were noted on the special inspection reports. Providing engineering and environmental solutions since 1957 McDonald Construction, Inc. Project BODX-03-109C November 12, 2003 Page 2 Soil Observations and Testing On June 11, 2003, we observed the subgrade soils for the building's footings. The approximate density or consistency of the poorly graded sand and clayey sand were estimated by judging the force required to advance scattered, shallow (about 2 to 3 feet deep) hand auger probes. Soil classifications were determined in the field using American Society for Testing and Materials (ASTM) procedures by examining the hand auger probe cuttings. The soils exposed at bottom of footing elevation were estimated to be in a medium dense condition and are similar to the soils encountered in Allied Test Drilling Company's geotechnical report, dated December 16, 2002. The soils, as observed in our shallow hand auger borings were judged to be suitable for foundation support. Concrete Reinforcement Observations Observations were made of the concrete reinforcing. The observations were performed by an ICBO Certified Special Inspector for Reinforced Concrete and included observing the reinforcing steel for proper size, spacing, concrete cover, splice length and comparing them to certified structural drawings. For a detailed description of the work observed see the attached Special Inspector Daily Reports. Concrete Testing Braun hitertec performed slump and air tests and cast 3 sets of concrete test cylinders from concrete placed for the building's footings. We also cast one set of concrete test cylinders from concrete placed for the building's slabs-on-grade. Review of the 28-day test results indicate the concrete represented by these cylinders has met or exceeded the specified minimum 28-day compressive strength. The concrete tested should be considered acceptable based on the requirements of the plans and specifications. The results of the compressive strength tests were previously forwarded and are attached to this report. Masonry Construction Observations and Masonry Grout Periodic observations of the masonry construction were conducted by an ICBO Special Inspector. For a detailed description of the specific areas observed, see the attached Special Inspector Daily reports. Two sets of masonry grout prisms were cast during the masonry construction. Results of the set cast on July 2, 2003 were below the specified compressive strength of 3,000 pounds per square inch (psi). These test results were reported to you. We noted that the samples were poorly made and may not represent the actual in-place strength. Results of the set cast on July 11, 2003 indicate the compressive strength of the grout prisms exceeded 3,000 pounds per square inch (psi). Results of the compression tests are attached. McDonald Construction, Inc. Project BODX-03-109C November 12, 2003 Page 3 Structural Steel Observations The observations of the structural steel construction were performed by an ICBO Certified Special Inspector for structural steel or a Level II Technician qualified in accordance with the American Society for Nondestructive Testing (ASNT), publication SNT-TC-lA. The structural steel observations consisted of structural member size and location, visual weld examinations and bolting observations, which were performed on a periodic, on-call basis. Daily Observation Reports were submitted. For a detailed description of the work observed, see the attached Structural Steel Special Inspection Daily Reports. Summary Based on the results of our excavation observations and hand auger probes, it is our opinion that the soils encountered in the excavation bottoms are suitable for foundation support. Based on the results of our concrete reinforcing observations, the reinforcing observed was placed in general accordance with the available plans and specifications. Based on the results of our concrete tests, it appears the concrete tested for this project has met the minimum compressive strength requirements. Based on the results of our periodic masonry construction observations of the masonry reinforcing, masonry units and grouting, it is our opinion that the areas observed were found in general conformance with the available plans and specifications. Based on the results of our grout tests, the grout tested for this project during our site visit on June I I has met the minimum compressive strength requirements. Based on our observations, the structural steel construction observed was done in accordance with the approved plans, specifications and applicable provisions of the Uniform Building Code (UBC). It is our opinion that at the time of our last observations there were no outstanding discrepancies. General Remarks No established national standards exist for excavation observations. We have used the methods and procedures described in this report. Other firms may use different procedures to evaluate bottoms of excavations. This test report contains only findings and results arrived at after employing the specific test procedures and standard listed herein. It is not intended to constitute a recommendation, endorsement, or certification of the project or material tested. McDonald Construction, Inc. Project BODX-03-109C November 12, 2003 Page 4 Services performed by Braun Intertec for this project have been conducted with that level of care and skill ordinarily exercised by members of the profession currently practicing in this area under similar budget and time constraints. No warranty, expressed or implied, is made. We appreciated this opportunity to provide services for you. If we can be of further assistance, please call Robert Weber or Greg Bialon at (952) 431-4493. Sincerely, BRAUN INTERTEC CORPORATION Robert R. Weber Senior Engineering Assistant Gregoryaia PE Associate Principal Attachments: Daily Report 1 (Soils) Daily Report 1 through 3 (Reinforcing) Compressive Test of Concrete Cylinder Sets 1 through 4 Special Inspector Daily Reports (Masonry), Reports 1 and 2 Standard Method of Sampling and Testing Grout, Sets 8001 and 8002 Structural Steel Daily Inspection Reports, SS 1 through 3 c: Building Inspection Department; City of Eagan Mr. Michael Shields; Walsh Bishops Associates, Inc. Mr. Thomas Downs; BKBM Engineers, Inc. nw1gjb:spk103 ] 09c/rpt FAX TRANSMITTAL To, Jinn Cooper Eagan Tire & Auto Service 3999 Cedarvale Drive Eagan, MN 55122 FAX NO.: 651454-4218 NO-PAGES: 3 (INCLUDING THIS PAGE) TACILITY vEy CONSOULTING WALSH BISHOP f 988 SccondAvenne3wth. Suite $ao Minneapolie, Mhumma S5402-3388 TEL 612 338-8799 FAX 612 339-5785 WWW.WALSHBISHOP.COM PROM: Dean A. Olsen, AIA, DATE: 19 May 2003 PROJECT: Jim Coopers Eagan Tire and Auto Service COMM. NO.: 22048.00 WE ARE SENDING YOU ? Copy of letter ? Shop drawings ? Change order O plans ? Specifications ® CCD D THESE ARE TRANSMITTED AS CHECKED BELOW For your infortnation For approval For your use As requested For review and comment REMARKS: Jim Attached is a constructiotitrective modifing door 101 per City of Eagan code review comments. Please sign and forward to be Contractor. Revised drawings addressing the City of Eagan code review comments were issued 5.01.03 (delta 1 revision) and 5.12.03 (delta 2 revision) If you have any questions or need any additional assistance with this matter, please contact us. COPY TO: City of Eagan, Craig Novaczyk - 651-675-5012 McDonald Construction, Harold - 952- 432-1368 P:\JCaopTire\33048\WPtCA?Sx0519032oooper-dec CONSTRUCTION CHANGE DIRECTIVE IqM DOCUMLVT G;zs - ELECTROXX FORMAT (214irdocwment nylrcerAlA Doormen GIIJ CoasInxboo ChrngcAathormationd TO CONTRACTOR: (,Name, address) McDonald Construction 7601 145th St. W. Apple Valley, MN 55124 OWNER ?X ARCHITECT 12 CONTRACTOR Q FIELD ? OTHER (City) Q ARCHITECT'S PROJECT NO: 22048.01 CONTRACT DATED: 2002 CONTRACT FOR: New Construction You are hereby directed to make the following change(s) in this Contract: Based on the City of Eagan code review comments (5.19.03), revise door 101 as follows: - provide door closer LCN #14111 - delete tempered glass view window, door is 90 minute rated PROPOSED ADJUSTMENTS 1. The proposed basis of adjustment to the Contract Sum or Guaranteed Maximum price is: [ } lump Sum (increase) (decrease) of s [ ] Unit Price of s per (] as providOd in Subparagraph 7.3.6 ofA1A Document Axor,1987 edition. [X ] asfollows:-=-'eG Costs to be determined in a manner agreed upon by all parties 2. The Contract Time is proposed to-(b&e djrssted4remain unchanged, 1987 1HE A N INSTITUTE ARCHITKT5, 1135 NLW rvnn MYNYVG, ?.-•.., -•- --- - laws and will subjlCt the CONSTRUCTION CHANGE DIRECTIVE . 1987 EDITION - AIA® - WARNING: Unlicensed photocopying violates U.S. copyright violator to legal prosecution. This document was electronically produced with permission of the AIA and can be reproduced in accordance with your license without violation until the date of expiration as noted below. expiration as noted below, user Document: g714ccd-Ol.aia - 5120120D3. AIA License Number 7109636, which expires on 113/2004. Elecrronic format 0714-1987 1 PROJECT: DIRECTIVE NO.: 01 Eagan Tire & Auto Service 4180190 Slackhawk Rd. Eagan, MN (Nome, address) PATE: 05.19.03 becomes eE Contractor Walsh Bishop e IMMEDIATELY as a Construction Change Directive proceed with the change(s) described above. ARcVrr CT 900 2nd Ave. S. Suite 300 ;Minneapolis, MN 55402 ms DATE: a.?.o3 r..a Eagan Tire & Auto Service and the OWNS 3999 Cedarvale Dr. Eagan, MN 55122 Ad BY: DATE: Signature the Contractor indicates the Contractor's agreement with the proposed adjustments in Contract Sum and Contract Time set forth m this Construction Change Directive. McDonald Construction CORTRACTOW- 7601 145th St. W. Al e Valley, MN 56124 A BY: DATE: ?O DQCU?%9NT 0714 • euNZIAVt anal D.C.. 20006.5292- WARNING; Unlicensed AnCH=CTS, 1735 NEW YORK AVENUE, N.W., WASMNGPON, abject to legal prosecution, This document was electronically produced with ponnission of the AIA and can be repro as noted below. User Document g714ccd.0l4ia - 51192003• AIA License Number 1105636, whicb expires on 1/3/2 violates U.S. eopydgbt luws and is out violation until dre date ofexpitation Electronic Format 0714 -1982 FAX TRANSMITTAL TO: Jim Cooper Eagan Tire & Auto Service 3999 Cedaxvale Drive Eagan, MN 55122 FAXNO.: 651-454-4218 NO. PAGES: 2 (INCLUDING THIS PAGE) WE ARE SENDING YOU FACILITY I)SVOFMNT WALSH BISHOP & CORULTING 900 SuandAveaae South, Suite 300 IdifR Wpo)k MhmotoU 555402-3380 TXL 612 398-0499 FAX 612 334-S48S VPVVW. WALSH8ISHOP.C0L1 FROM: Dean A. Olsen, AIA DATA: 20 May 2003 PROJECT: Jim Cooper's Eagan Tire and Auto Service COMM. NO.. 22048.00 THESE ARE TRANSMITTED AS CHECKED BELOW ?' Copy of letter ? ? Shop drawings ? ? Change order ? Plans ? ? Specifications ? ® ASI ? ? ? REMARKS: Jim: For your information For approval For your use As requested For review and comment Attached is a architects supplemental instruction per City of Eagan code review Comments. if you have any questions or need any additional assistance with this matter, please contact us. COPY TO: City of Eagam, Craig Novaczyk - 651-675-5012 McDonald Construction, Harold - 952- 432-1368 P:VCwpTire122048\WP\CA\txOS20032coopu,doe -'ARCH ITECT'S OWNER Ej SUPPLEMENTAL INSTRUCTIONS ARCHITECT AIA DOCUMENT G7fo - ELECTRONIC FORMAT CONSULTANT CONTRACTOR ? ? FIELD ? OTHER ? COMPLETION OR MODIFICATION. AUTHENTICATION OF THIS ELECTRONICALLY DRAFTED AIA DOCUMENT MAY BE MADE BY USING AIA LiM N'rD +l PROJECT: Eagan -Tire & Auto Septic 4180190 Blackhawk Rd Eagan. MN (Name, addrest) ARCHITECT'S SUPPLEMENTAL INSTRUCTION NO: 01 OWNER: Emu Tire & Auto Service 3999_Cedervale Dr. Ewan- MN 55122 TO McDonald Construction 7601 145 th St. W Apple Valley. MN 55124 (Contractor) CONTRACT FOR: Now Construction ARCHITECT: Walsh Bishop ARCHITECT'S PROJECT NO: ,82048.00 CONTRACT DATED: 00 e or shall came out, in a=r ce with the 'o "ow"" supp ement tnstntcttons iss-u-ed in accordance with the contract Documents without change in Contract Sum or Contract Time. Proceeding wilt" the Work in accordance with these instructions indicates your acknowledgment that there wilt be no change in the Contract Sum or Contract Time. Description: Based on the Ch of Eagan code review comments please make the following revision$ to the drawings: Qrswing A201 - plan 2C/A201. revise the following dimensions'. office 101 dimension of 10'-8 515" to 10'-2 518" Attachments: (Free insert listing of dmvmentr that suppart description.) ISSUED BY: Walsh Bishop Dean A. Olson Architect ARCHITECT'S SUPPLEMENTAL INSTRUCTIONS - 1992 EDITION - AIA® - WARNING: Unlicensed photocopying violates U.S. copyright laws and will subject the violator to legal prosecution. This document was electronically produced with permission of the AIA and can be reproduced in accordance with your license without v'mtation until the date of expiration as noted below. expiration as noted below- User Document: asi-01 g52003masT.aia •. 5/20!2003. AIA License Number 1105636. which expires on 1/3/2ool. Electronic Format G710.7997 1 11900 ART RAHN 14388 BLACKHAWK PLAZA 14390 BLACKHAWK WOODS 30975 GREYHAWK BLACKHAWK ROAD (PAGE 3 OF 4) 4030 10 02000 062 75 4049 10 16706 150 08 C 4055 10 16706 120 09 , b 5 4056 10 14390 010 01 cx&? r -e <' ? -S vv% Cv er 5 4060 10 14390 020 01 4064 10 14390 030 01 4095 10 02000 020 77 4100 10 02000 030 78 nn' 4104 10 02000 010 78 4105 10 02000 030 77 4106 10 30975 010 01 4130 10 14388 010 01 DRY CLEANERS/LAUNDRY, PIZZA, GROOMINGDALE'S, CHIROPRACTOR, RESTAURANT, DAY BY DAY CHILD CARE, NATIONAL KARATE SCHOOLS 4140 10 14388 020 01 4150 10 14388 030 01 4155 10 11900 150 01 4165 10 02000 030 79 yY Y u ? 4180 10 14388 071 01 JIM COOPER'S TIRE & AUTO SERVICE 4185 10 02000 040 79 4195 10 02000 050 79 1 y ?. Lt- ?r n, _""J i City of Eakan 3830 Pilot Knob Road Eagan MN 55122 Phone: (651) 675-5675 Fax: (651) 675-5694 _ 20,,?0J8 COMMERCIAL PLUMBpI?N'G/? Pf Date: IZr-L C` S/ite Address: _ 3!)d, K Tenant- ----------------- Permit CJ3/r) 4 tU%? ? Permit Fee: `.X/ .? [ ) I Date Received: I j Staff: t-----------------I APPLICATION Suite *- PR OPERT Y OWN ER Name: :IAAI- (4'fB? Phone: CONTRACTOR E Name: == I - P - . License* (7S? T-7fO M Address: % 3? 222 Ce(;'3? any: ny: State: Zi : _ p Phone: -?Z - Contact Person: TYPE OF WORK New - Replacement Repair L""Rebuild Modify Space Work in R.O.W. - - - - - Description of work: PZ t' PERMIT TYPE -------- COMMERCIAL _ Now Construction _Modify Space - Irrigation System (_ yes /_ no) (- I RPZ / _ PVB) • Rain sensors required on irrigation systems • Avg. GPM _ (2" turbo required unless smaller size allowed by Public Works) _ Meters Call (651) 675-5646 to verity that tests passed prior to picking up meter. Domestic: Size & Type Fire: Size & Price 3/4" meter $183. 00 Avg. GPM High demand devices? Yes NO _ _ IS V? Flushometers Yes _No PRV Required Yes No COMMERCIAL FEES: $50.50 Minimum (includes State Surcharge) OR contract value $ x1% = $ Permit Fee Required on ALL new buildings and boulevard irrigation systems 4 = $ Radio Meter Read - If Permit Fee is less than $1,000, surcharge is $.50 = $ Meter(s) - If Permit Fee is > $1,000, surcharge increases by $.50 for each $1,000 $1,000 Perit Fee (i.e. a $1,001-$2,000 Permit Fee requires a $1.00 surcharge). = $ State Surcharge Following fees apply when installing a new lawn irrigation system. a W.f., co.,.,;. Call the City's Engineering Department, (651) 675-5646, for required fee amounts. Treatment Plant Water Supply & Storage iereoy acnnowreoge mat mis imormamon is complete and accurate; that the work will be in conformance with the on 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 quires a review and ap'prrova'l of plans. P/^` JA\11 Applicant's Printed Name Applicant's S FOR OFFICE USE plan in the case of work which Approved By: Date: Ground Rough-In Air Test Gas Test Final Page City of Etali 3830 Pilot Knob Road Eagan MN 55122 Phone: (651) 675-5675 Fax: (651) 675-5694 Use BLUE or BLACK Ink For Office Use Permit #: I I c)( =2 > Permit Fee: (4 0 tJ 2012 COMMERCIAL PLUMBING PERMIT APPLICATION 0 Please submit two (2) sets of plans with all commercial applications. Date: 5141 13 Site Address: A 35 bL 1 Pl yi J Tenant: l...Al: )1 X ( \ 01 _,., Suite #: Name: Phone: Name: W-1--(7-) (`m T s4 n9 License #: 0531411-1) 141Lo Address: 3( dor . 04 d City: i ncl(le9 State: VYln Zip: 1 .n5Q Phone:112 _QU 5 Email: MS rcj ® ‘ \c C Th i ), c!Jj 'n i _ New _ Replacement _ Repair J_ Rebuild Modify Space Work in R.O.W. Description of work: COMMERCIAL New Construction Modify Space _ _ X Irrigation System ()( yes / _ no) (X RPZ / _ PVB) • Rain sensors required on irrigation systems • Avg. GPM (2" turbo required unless smaller size allowed by Public Works) _ Meters Call (651) 675-5646 to verity that tests passed prior to oickino UD meter. Domestic: Size & Type Fire: 1 Avg. GPM High demand devices? _Yes _No Flushometers _Yes _No COMMERCIAL FEES: $60.00 Minimum (includes $5.00 State Surcharge) OR Contract Value $ x 1% = $ L _Ob, ‘..)0 Permit Fee Required on ALL new buildings and boulevard irrigation systems - $ Radio Meter Read - If the Permit Fee is less than $10,010, the surcharge is $5.00 $ Meter(s) - If the Permit f is > $10,010, the surcharge increases by $.50 for each $1,000 Permit Fee (Le. a $10,010-$11,000 Permit Fee requires a $5.50 surcharge) $ State Surcharge Following fees apply when installing a new lawn irrigation system $ Water Permit Contact the City's Engineering Department, (651) 675-5646, for required fee amounts. $ Treatment Plant $ Water Supply & Storage $ State Surcharge , \ = $ LQ P� . 00 TOTAL FEE CALL BEFORE YOU DIG. Call Gopher State One Call at (651) 454-0002 for protection against underground utility damage. Call 48 hours before you intend to dig to receive locates of underground utilities. www.gopherstateonecall.orq I hereby acknowledge that this information is complete and accurate; that the work will be in conformance wi 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 stapf nnthglut a permit; that the work will be in accordance with the approved plan in the case of work which requires a review and approval of plans. x C�alr\-f ThVT � Applicant's Printed Name x Appli Page 1 of 3 �� ..�, , Jul, 22, 2014 2:48PM All Elements In�, No, 2051 P, 2 Use BLUE or BLACK 111k l�l.�}�/..��NOC.��— �---------------------� Far ONlca Us Cit of Eap� n E��w�� ; Pe�;��: - � �Y�� � � °� j Permil Fee: �� .�" I 3 8 3 0 P l l o t K n o b R o a d J U L 2 2 2 0 1 4 � `�J �agan MN 85122 � bale Received: � a`� � Phone:(651�875-5675 BY, � � � Fax:(851 j 67g•5694 � � ' Slaff: � `______ ��`_____J� 2014 COMMERCIAL BUILDING PERMIT APPLICATION �� � � �f �Q I �/a� Oale: ��^� / _S(le Addresa:_f 83 S ��?��ey . ,�C�U _ ____ —� Tenant Name:V����1'� �r� d� �v� (Tenant ia:_New!�Exisling) Suite�: �N��e Former Tenant: Name: ��W� Coo 1� Phone;�6 f �ysy"'3ZSZS Property Owner Adaress i c�ry i z�p: I�3� �1�'��f 1�� �ccc A.vl � 9'Y)N Appllcanl is: Owner Conlraclor 'I�pe a�Work oescriplion ofwo�lc: e�y�n•�� QIl C tUO'►I� t���a� w�� Ga��� �G ConstrucUon CosL• ��� ��� Name: " ��QVI^QVy�S -{.�G License#:�G 3�c�J L�� Contractor Address:3U� �a,��,9 �f� City: �' Ge slate:N11-� Zip, g s�(v Z phone: `rLic�-3 �`� � 023 Gontact��i,.►) �1 S�� �mail: P. � �.S I�tL�- YLQ.� Name: Registration#: Architect/Englneer Address; city: Slate: Zlp: Phone: Contacl Person: Emall: Llcensed plumber installing�sewer/waler servlce:��_ Phone�:__i NOTE:PJans and supporting documen�s that you submif a►e consldered to be public informatlon. Po►4/ons of the Iniormatfon may be classlffed as non-publJc If you prov/de specific reasons(ha�Would petmlt the City�o conclude lhot the a►e(rade secrets, CALL eEFOR�YOU DIG. Call Gopher Stale Ape Call at(651)454-0002 for proteclion againsl underground ullllry damage. Call 48 hours befora you intend to dlg to recelve locates of underground uUlities. www.c�opherslaleonecall.orp I hereby acknowledge ihal thls Informalion is complete and accurale; tha� the work will be in conformance �Ih the ardinances and codes of lhe Cily of�agan; Ihat I undersland lhls Is not a parmit,but only en appllcallon for a permil,and work Is not to start wilhout a permit;lhal the work will be in accordance wllh the approved plan in Ihe case o(work whlch requires a eview and approval of plans. ,��av� �.al i SaJe ------ x�� ��°-�— --- Appllcanl's Printed Name Appllcant's Ignature Page 1 of 3 .: • � � ' � ' ��'.�� /'),i,�'�'�.- �� /`� ���f�0 DO NOT WRITE BELOW THIS LINE SUB TYPES ;Foundation Public Facility Exterior Alteration-Apartments —f — — ✓ Commercial/Industrial Accessory Building Exterior Alteration-Commercial Apartments Greenhouse/Tent Exterior Alteration-Public Facility Miscellaneous Antennae WORK TYPES New Interior Improvement Siding Demolish Building* _ Addition _ Exterior Improvement �Reroof _ Demolish Interior _ Alteration _ Repair _ Windows _ Demolish Foundation _ Replace _ Water Damage _ Fire Repair _ Retaining Wall Salon Owner Change *Demolition of entire building-give PCA handout to applicant DESCRIPTION l' Valuation '��DOD � Occupancy �, S• Z. MCES System /v ,� Plan Review O � Code Edition Zqp7/K$Q�, SAC Units ( _ o_ �-'�'---'""'`" Zoning City Water Census Code Stories Booster Pump #of Units Square Feet PRV #of Buildings � Length Fire Sprinklers Type of Construction �•$ Width REQUIRED INSPECTIONS Footings(New Building) Sheetrock Footings(Deck) Final/C.O.Required Footings(Addition) Final/No C.O.Required Foundation Other: Drain Tile , j Pool:_Footings _Air/Gas Tests _Final v" Roof:_Decking �' Insulation _Ice&Water " Final Siding:_Stucco Lath _Stone Lath _Brick Framing Windows Fireplace:_Rough In _Air Test _Final Retaining Wall Insulation Erosion Control Meter Size: Final C/O Inspection: Schedule Fire Marshal to be present: Yes No Reviewed By: (,�f�G , Building Inspector Reviewed By: , Planning COMMERCIAL FEES Base Fee �`��.75� Water Quality Surcharge �� •Dp WaterSampling Fee Plan Review � .e O Water Supply 8�Storage(WAC) MCES SAC Storm Sewer Trunk City SAC Sewer Trunk S&W Permit&Surcharge Water Trunk Treatment Plant Street Lateral Treatment Plant(Irrigation) Street Park Dedication Water Lateral Trail Dedication Other: Water Quality TOTAL ` l.rS Page 2 of 3