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3000 Ames Crossing Rd
StayWell Heahh Management 2700 Blue Water Road, Suite 850 May 30, 2007 St. Paul, MN 5512 1-1400 Tel 651-454-3577 Fax 651-454-4062 wvvw. staywellhealthmanagement.com Dale Wegleitner, Fire Marshal City of Eagan 3830 Pilot Knob Road Eagan, MN 55122-1897 Dear Mr. Wegleitner: As requested, this letter states that StayWell Health Management has no intentions of driving, parking or storing any vehicles inside the warehouse area at 3000 Ames Crossing Road. My only intentions are to use the drive-in area for loading/unloading in inclement weather or unusual conditions. Thank you for your consideration. Sincerely, Paul Dubovich Director, Facilities StayWell Health Management Office: 651-905-6977 Cell: 612-875-8400 JUN 0 6 2008 B~ Changing Behavior, Changing Lives." I 40410~ For office Use City of Eap I Permit ,/,q,.s Permit Fee: 3830 Pilot Knob Road r I .7, Eagan MN 55122 j Date Received: ©✓'Q' Phone: (651) 675-5675 I I Fax: (651) 675-5694 clk .-e- &r~s I Staff: 2008 MECHANICAL PERMIT APPLICATION Date: 2,.0 - 0 9 Site Address: 300 O fMr,-5 C Ra s S i o G IZa. Tenant: S`r1t`( ~+.IELL N 1+.*"u--n4 Suite _ RESIDENT / OWNER Name: Phone: Address / City / Zip: CONTRACTOR Name: C- M O1 144C.License#: Address: 00a5a V•~~~rTy J D If~1"~k ww t: City: L7~.C7UN1,1 iV Ti~l~ State:_ Zip: r`J~J ~2•~ Phone: L!!(2 " 8WO Contact Person: CLI li- T +0-) 5E(~-S41J TYPE OF WORK New Replacement Additional Alteration Demolition Description of work: IR to s Lo 6IL Y. 's * it ow" s MOTE: Both roof mounted and .ground mounted mechanical equipment is required to be screened by City Code. Please contact the Mechanical Inspector or one of the Planners for information on permitted sceeen,n methods. PERMIT TYPE RESIDENTIAL COMMERCIAL Furnace V/ New Construction Interior Improvement _ Air Conditioner f Install Piping Processed Air Exchanger Gas V Exterior HVAC Unit HVAC units must be screened _ Heat Pump _ Under/ Above ground Tank (_Install/_ Remove) Other " When instahinglremoving tank(s), call for inspection by Fire Marshal and Plumbing Inspector RESIDENTIAL FEES: $50.50 Minimum Add-on or alteration to an existing unit (includes $.50 State Surcharge) $90.50 Fire repair (replace burned out appliances, ductwork, etc.) (includes $.50 State Surcharge) $ TOTAL FEE COMMERCIAL FEES: $70.50 Underground tank installation/removal OR Contract value $ 210 t 00 o X1% $50.50 Minimum (includes State Surcharge) _ $ 2 t li b D • ° o Permii Fee - If Permit Fee is less than $1,000, surcharge is $.50. If Per i Fgg is > $1,000, surcharge increases by $.50 for each 1• 60 State Surcharge $1,000 Permit Fee (i.e. a $1,001-$2,000 Permit Fee requires a $1.00 surcharge). $ IQ [ . 5d TOTAL FEE I hereby acknowledge that this information is complete and accurate; that the work will be in conformance with the ordinances and codes of the City of Eagan; that I understand this is not a permit, but only an application for a permit, and work is not to start without a permit; that the work will be in accordance with the approved plan in the case of work which requires a review and approval of plans. X Ct -,-r ~D,A:J-d--0-5: o,.J x cjo,~ Applicant's Printed Name Applicant's Signature FOR OFFICE USE Reviewed By: 6' Dater • ~ R'squired Inspections. Under Ground Rough In it Test Gas Service Test In-floor Heat _ =inal AMIN. For Office Use I Permit#: City of Ei P ermit Fee. 3830 Pilot Knob Road ► I C~ I t7~ Eagan MN 55122 ; Date Received:. U IWu Phone: (651) 675-5675 Fax: (651) 675-5694 I Staff: L - - - - - - - - - - - - - - - - - 2008 MECHANICAL PERMIT APPLICATION Date: 1 /G"oOCO Site Address: 3000 Afy'leS &CSSt n 70aio Tenant: 3~6k A Suite RESIDENT! OWNER Name: Phone: AddressnI City //Zip: 304D '",ocus c.iICQSST/Y~'r D~0 *D CONTRACTOR Name: License Address: OZ300 City: C~/ State: Zip: Phone:~6/-,1M- 4?6 1"*7 Contact Person: ejrX,0 ~YlLl 2'/~f~1S0~ TYPE OF WORK New Replacement Additional Alteration Demolition Description of work: M 4' NOTE: Both roof mounted and ground mounted mechanical equipment is required to be screened by City;Code. Please contact the Mechanical Inspector or one of the Planners for information on permitted screening` methods._ PERMIT TYPE RESIDENTIAL COMMERCIAL _ Furnace _ New Construction _ Interior Improvement _ Air Conditioner _ Install Piping Processed Air Exchanger Gas *Exterior HVAC Unit HVAC units must be screened _ Heat Pump _ Under / Above ground Tank Install / _ Remove) _ Other " When installing/removing tank(s), call for inspection by Fire Marshal and Plumbing Inspector RESIDENTIAL FEES: $50.50 Minimum Add-on or alteration to an existing unit (includes $.50 State Surcharge) $90.50 Fire repair (replace burned out appliances, ductwork, etc.) (includes $.50 State Surcharge) $ TOTAL FEE COMMERCIAL FEES: $70.50 Underground tahk installation/removal OR Contract Value $ coo . Gc) x 1% $50.50 Minimum (includes State Surcharge) c~ I ~PO • Permit Fee - If Perm' Fee is less than $1,000, surcharge is $.50. - If Permit Fee is > $1,000, surcharge increases by $.50 for each = $ State Surcharge $1,000 Permit Fee (i.e. a $1,001-$2,000 Permit Fee requires a $1.00 surcM e . q ~O.50 $ / TOTAL FEE I hereby acknowledge that this information is complete and a t k ill in ante with the ordinances and codes of the City of Eagan; that I understand this is not a permit, but only an application for a 1pel and work is not to start wit permit; that the work will be in accordance with the approved plan in the case of work which requires a review and approvas. q N 2008 x Gffp-&J, CS 2 Gt rL x Z Applicant's Printed Name Applica Vs Signature FOR OFFICE USE Reviewed By: Date: Required, Inspect ions: -Under Ground ~LRough In -Air Test Gas Service Test in-floor Heat Final ---------t For Office Use • I ea / ~ . City of Eapn I Permit ~ I Permit Fee: 00 3830 Pilot Knob Road I Eagan MN 55122 Date Received: j Phone: (651) 675-5675 I I Fax: (651) 675-5694 I Staff: I I 2008 FIRE SUPPRESSION SYSTEMS PERMIT APPLICATION* Date: Site Address: 1 E C Tenant:t~ Suite PROPERTY OWNER Name:; Phone: Is. I t- c.'"mot Address/ City/Zip: S L. I t - t 41 ! \ 1 Applicant is: Owner Contractor TYPE OF WORK Description of work:4 Construction Cost: Estimated Completion Date: 1 L 'i CONTRACTOR Name- 1~1 ILL, Ucense M Address: City: State:, `t ti l 6 \ Zip: 1 ~ Phone: ~~'•~l j c, S ; , Contact Person:1 FIRE PERMIT TYPE WORK TYPE Sprinkler System of heads ~`lQ New _ Fire Pump _ Addition _ Alterations Standpipe _ Remodel _ Other: Other: DESCRIPTION OF WORK: ✓ Commercial _ Residential _ Educational FEES $50.50 Minimum (includes State Surcharge) OR Contract Value $~:~5 x1% _ $ Permit Fee - If Permit Fee is less than $1,000, surcharge is $.50. i - If Permit Fee is > $1,000, surcharge increases by $.50 for each . h State Surcharge $1,000 Permit Fee (i.e. a $1,001-$2,000 Permit Fee requires a $1.00 surcharge). TOTAL FEE 3/4" Displacement Fire Meter - $183.00 $ I `ti L L Fire Meter $ TOTAL FEE *Requirements: 2 complete sets of drawings and specifications, cut sheets on materials and components to be used I hereby apply for a Fire Suppression System permit and acknowledge that the information is 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. X Fl' " X tea. ;rt~/ Y'r Applicant's Print Name Applicant's Sig lure FOR OFFICE USE REQUIRED INSPECTIONS X- Hydrostatic Flow Alarm Dwain Test Rough In Trip Pump Test Central Station X Final Conditions of Issuance: Permit Reviewed by: k- Ve -a6~:7 Date: f f j ~nrt ffice J----------- Ci I )W/ ty of Eapn I Permit I "T' I j Permit Fee: O 1 3830 Pilot Knob Road 1 - 2 1 Eagan 55122 Q , . Date Received: vy C3J ` ~ ~ Phone: (6 (651) 675-5675 `~f Fax: (651) 675-5694 Staff: 2008 FIRE SUPPRESSION ASYSTEMS PERMIT APPLICATION* Date: 4/1 oe> Site Address: 2Jcoo ~T+~ CAVSSItAG 90AD Tenant: ' hl4wfil,l„ Suite PROPERTY OWNER Name: Phone: 6 6 l- -0112 Address / City / Zip: 217'1 Q &I UP 42-04-F &gJ UL s IN4 Applicant is: Owner _4X_ Contractor TYPE OF WORK Description of work: IIAAU.. DWL6 0VU1 K4 ?L.&ACIVIA VSff 26 Construction Cost: 13140i Estimated Completion Date: _5/z /OSI CONTRACTOR Name: ~A'11 ZAAL AWMI "C c &14t -th~L License 047. Address: 1_ 36 ~]A MIT pWlr► J7. 4100 City: State: _ Zip: W Phone: 161-164, 69O L Contact Person: FIRE PERMIT TYPE WORK TYPE - Sprinkler System of heads New _ Fire Pump _ Addition _ Standpipe - Alterations .X Other: PHV-A;(_Q9 SY&M-M ~Z,SQQ{N1.t,>VQl.~ - Remodel Other: DESCRIPTION OF WORK: _X Commercial - Residential _ Educational FEES $50.50 Minimum (includes State Surcharge) OR Contract Value $ ~~2ac):'- X1% 32. qD Permit Fee - It Permit Fee is less than $1,000, surcharge is $.50. 1 - If Pemti Fee is > $1,000, surcharge increases by $.50 for each • 50 State Surcharge $1,000 Permit Fee (i.e. a $1,00142,000 Permit Fee requires a $1.00 surcharge). $ 132 •~7 TOTAL FEE 3/4" Displacement Fire Meter - $183.00 $ S(L51^ NO Fire Meter $ 1~Z. q0 TOTAL FEE `Requirements: 2 complete sets of drawings and specifications, cut sheets on materials and components to be used I hereby apply for a Fire Suppression System permit and acknowledge that the information is comp a d accurate; that the work will be in conformance with the ordinances and codes of the City of Eagan and with the Minnesota Building a des; 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, ord nce with the approved plan in the case of work which requires a review and approval of plans. x p X Ap licant's Printed Name App an s Signature FOR OFFICE USE REQUIRED INSPECTIONS Hydrostatic Flow Alarm Drain Test Rough In Trip Pump Test Central Station Final Conditions of Issuance: Permit Reviewed b Date: / / --------I I For Office Use n ! Permit City of NOR I Permit Fee: 3830 Pilot Knob Road Eagan MN 55122 11 I I Phone: (651) 675-5675 i I Date Received: Fax: (651) 675-5694 Staff I I t-----------------1 2008 COMMERCIAL PLUMBING PERMIT APP I ATION n Date: Site Address: La~~%~ Tenant: Suite PROPERTY Name: Phone: n OWNER CONTRACTOR I ' Name: License r) / ,r~(~r.~ Grp Address: City: 122L State: Zip: ' ~ i Phone: Contact Person: l' TYPE OF -New _Replacement -Repair _Rebuild _ Modify Space _ Work in R.O.W. WORK Description of work: PERMIT TYPE 7MERCIAL New Construction _odify Space rrigation System(_ yes / _ n 4(R PZ 1 _ PVB) Rain sensors required on irriga • Avg. GPM (2" turbo required unless smaller size allowed by Public Works) Meters Call (651) 675-5646 to verity that tests passed Prior to nicks er Domestic: Size & Type l yr'!/ ~ Fire: Size & Price 314" meter 1$ 83.00 Avg. GPM High demand de cis? _Yes _No Flushometers _Yes _No PRV Required Yes _No COMMERCIAL FEES: $50.50 Minimum (includes State Surcharge) OR Contract Value $ x 11% , _ $ C, 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 = $ 7` 0 Meter(s) If Permit Fee is > $1,000, surcharge increases by $.50 for each $1,000 $1,000 Permit 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. $ Water Permit Call the City's Engineering Department, (651) 675-5646, for required fee amounts. O~ Treatment Plant $ ~ "D- Water Supply & Storage 94 $ State Surcharge TOTAL FEES 1 hereby acknowledge that this information is complete and accurate; that the work will be in conformance with the ordinances and codes of the City of Eagan; that I understand this is not a permit, but only an application for a permit, and work is not to start without a permit; that the work will be in accordance with the approved plan in the case of work which requires a eview and approval of plans. / x i+Z UOS 5- ` Applicant's Printed Name Applican s Signature FOR OFFICE USE Approved By: Dater Required Inspections: Under Ground -Rough-In -Air Test -Gas Test -Final' Page 1 of 3 Y METER INFORMATION METERS REQUIRING 4-HOUR ADVANCE NOTICE PRIOR TO PICK UP GPM METERS USE PRICE GPM METERS USE PRICE- 1-20 irrigation system maximum 5/8" Residential / small $147.00 4-120 1-1/2" turbine' public Works must $831.00 continuous displacement Commercial approve meter size 10 2-30 Lawn Irrigation maximum 314" $183.00 4-160 2" turbine large irrigation system $1,033.00 continuous displacement Residential /small & 15 Commercial production lines 3-50 large residential maximum 1" displacement buildings to 24 units $237.00 114 to 160 2" compound buildings over $1,956.00 continuous small commercial 65 units & 25 & irrigation systems large comm. Bldgs. 5-100 r maximum 1-1/2" 25-64 unit buildings & $506.00 /1) continuous displacement most commercial 50 buildings METERS REQUIRING 30-.DAY ADVANCE NOTICE PRIOR TO PICK UP GPM METERS USE PRICE GPM METERS USE PRICE very large irrigation +300 unit bldgs & 5-350 3" turbine system & production $1,361.00 6-500 4" very large $3,828.00 lines compound comm. bld s +200 unit bldgs +400 unit bldgs 1/2- 3" very large $2,493.00 10-1000 6" very large $6,525.00 320 compound comm bld s com ound comm bld s very large 15- 4" turbine irrigation systems $2,504.00 6" turbo $4,588.00 1000 & production lines ADDITIONAL INFORMATION • Radio Meter Read is required on all new buildings. Boulevard irrigation systems may also require a radio read - $153.00 • RPZ's must be tested every year and rebuilt every five years. Test results should be mailed to Linda Dralle .at the City of Eagan Utilities Department (3419 Coachman Point, Eagan, MN 55122) • A minimum permit fee is required per address for the following RPZ's: new, rebuild, re air, & remove. • Water meters include copper horn / strainer, remote wire, and touch-pad meter. • To schedule an inspection of the inside water line and backflow preventer, call the City of Eagan Building Inspections Division (651) 675-5675. • To arrange for water turn-on, call City of Eagan Utilities Department at (651) 675-5200. Page 3 of 3 Page 1 of 1 y Peggy Fleck From: Linda Dralle Sent: Thursday, May 08, 2008 4:01 PM To: Peggy Fleck; Barbara Kalstabakken; Connie Edwards Cc: Scott Peterson Subject: Boulder Lakes Irrigation Just to let you know, we have approved a 2" Displacement meter for the irrigation system for Boulder Lakes Business Center. They will need an address and a radio read. Thanks, Linda 05/20/2008 i- ~.Oe Cts City Eap I Permit c I I 3830 Pilot Knob Road Permit F : Eagan Mid 55122 l 1 Phone: (651) 675-5675 Date Re v j Fax: (651) 675-5694 1 I Staff JUN 0 9 2008 6-4-01? 2008 COMMERCIAL PLUMBING PERMIT APPLIC XyION Date: Site Address: 3000 e4m cS C 120 S s •r- /e, ROW Tenant: 5-rg X Wig i-L Suite PROPERTY Name: of Y 6Y Ic~~• Phone: OWNER CONTRACTOR Name: &,Sr.EGft C License Address: J~` / T&/ 00,C 0C, AXAVCity: &6*1 1(0PA-S State: ^V Zip: SINKO Phone: f <ioritact Person: TYPE OF New Replacement -Repair Rebuild Modify Space Work in R.O.W. WORK - - - ~`,p Description of work: /~/L~ A/ xy-s it3AL._ r- T•jfST IC iOZ- PERMIT TYPE COMMERCIAL _ New Construction y _ Modify Space - Irrigation System yes / _ no) (+A 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 Flushometers _Yes -No PRV Required _Yes ___No COMMERCIAL FEES: $50.50 Minimum (includes State Surcharge) OR Contract value $ x1% 50-50 Permit Fee Required on ALL new buildings and boulevard irrigation systems 4 = $ Radio Meter Read If Permit Fie is less than $1,000, surcharge is $.50 = $ Meter(s) If Permit Fee is > $1,000, surcharge increases by $.50 for each $1,000 $t,0o0 Permit Fee (i.e, a $1,001-$2,000 Permit Fee requires a $1.00 surcharge). _ $ Slate Surcharge Following fees apply when installing a new lawn irrigation system. $ Water Permit Call the City's Engineering Department, (651) 675-5646, for required fee amounts. $ Treatment Plant $ Water Supply & Storage $ State Surcharge TOTAL FEES $ U • b~ I hereby acknowledge that this information is complete and accurate; that the work will be in conformance with the ordinances and codes of the City of Eagan; that I understand this is not a permit, but only an application for a permit, and work is not to start without a permit; that the work will be in accordance with the approved plan in the case of work which requires a review and approval of plans, x W,& L L. S 1+pt 0 0 ilk ov x Applicant's Printed Name Applicant's Signature FOR OFFICE USE Approved By: Date: -Required Inspections: -Under Ground -Rough.-ln -Air Test. Gas Test -Final Page i of 3 Contractor's Material and Test Certificate for Aboveground piping PROCEDURE Upon completion of work inspection and tests shall be made by the contractor's representative and witnessed by an owners representative. All defects shall be corrected and system left in service before contractor's 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 owner's representative's signature in no way prejudices any claim against contractor for faulty material, poor workmanship, or failure to comply with approving authority's requirements or local ordinances. PROPERTY NAME: BOULDER LAKES BUSINESS DATE: PROPERTY ADDRESS: 3000 AMES CROSSING ROAD, EAGAN, MN 55121 ACCEPTED BY APPROVING AUTHORITIES (NAMES): CITY OF EAGAN ADDRESS: 3795 PILOT KNOB ROAD, EAGAN, MN PLANS INSTALLATION CONFORMS TO ACCEPTED PLANS ' YES NO EQUIPMENT USED IS APPROVED C] YES ❑ NO IF NO, EXPLAIN DEVIATIONS: HAS PERSON IN CHARGE OF FIRE EQUIPMENT BEEN INSTRUCTED AS TO LOCATIO YES NO OF CONTROL VALVES AND CARE AND MAINTENANCE OF THIS NEW EQUIPMENT? IF NO, EXPLAIN INSTRUCTIONS HAVE COPIES OF THE FOLLOWING BEEN LEFT ON THE PREMISES: [-'j YES NO 1. SYSTEM COMPONENTS INSTRUCTIONS 0 YES LINO 2. CARE AND MAINTENANCE INSTRUCTIONS Q YES ❑ NO 3. NFPA 25 U1 YES ❑ NO LOCATION SUPPLIES BUILDINGS: SYSTEM I OF SYSTEM MAKE MODEL YEAR OF ORIFICE QUANTITY TEMPERATURE MANUFACTURE SIZE RATING RELIABLE UPR F1 2008 314' 279 155 OF SPRINKLERS PIPE AND Type of Pipe: CONFORMS TO NFPA 13 FITTINGS Type of Fitting: CONFORMS TO NFPA 13 ALARM DEVICE MAXIMUM TIME TO OPERATE ALARM VALVE THROUGH TEST CONNECTION OR FLOW TYPE MAKE MODEL MIN SEC INDICATOR VANE POTTER VSR-F DRY VALVE Q.O.D. MAKE MODEL SERIAL NO. MAKE MODEL SERIAL NO. TIME TO TRIP TIME WATER ALARM THROUGH TEST WATER AIR TRIP POINT REACHED OPERATED CONNECTION' PRESSURE PRESSURE AIR PRESSURE TEST OUTLET' PROPERLY MIN SEC PSI PSI PSI MIN SEC YES NO DRY PIPE without OPERATING Q.O.D. TEST With Q.O.Q. IF NO, EXPLAIN 'MEASURED FROM TIME INSPECTOR'S TEST CONNECTION IS FULLY OPENED OPERATION ❑ PNEUMATIC ❑ ELECTRIC ❑ HYDRAULIC PIPING SUPERVISED YES NO DETECTING MEDIA SUPERVISED YES NO DOES VALVE OPERATE FROM THE MANUAL TRIP ANDIOR REMOTE CONTROL STATIONS YES NO DELUGE AND IS THERE AN ACCESSIBLE FACILITY IN EACH CIRCUIT FOR TESTING IF NO, EXPLAIN PREACTION VALVES YES NO DOES EACH CIRCUIT OPERATE DOES EACH CIRCUIT MAXIMUM TIME TO MAKE MODEL SUPERVISION LOSS ALARM? OPERATE VALVE RELEASE? OPERATE RELEASE YES NO YES NO MIN. SEC. PRESSURE LOCATION MAKE & SETTING STATIC PRESSURE RESIDUAL PRESSURE FLOW RATE REDUCING & FLOOR MODEL (FLOWING) VALVE TEST J I INLET (PSI) OUTLET {PSI) INLET (PSI) OUTLET (PSI) FLOW (GPM) TEST HYUKLLSTATIC7 Hydrostatic tests s a e ma eat not less than 2UO psi bars) or two ours or 50 pal bars) above DESCRIPTION static pressure in excess cf 150 psi (10.2 bars) for two hours. Differential dry-pipe valve clappers shall be left open during test to prevent damage. All abovegroung piping leakage shall be stopped. PNEUMATIC: Establish 40 psi (2.7 bars) air pressure and measure drop which shall not exceed 1'A psi (.01 bars) in 24 hours. Test pressure tanks at normal water level and air pressure and measure air pressure drop which shall not exceed 1'h psi (0.1 bars) In 24 hours. ALL PIPING HYDROSTATICALLY TESTED AT 200 PSI (-BARS) FOR 2 HRS. IF NO, STATE REASON DRY PIPING PNEUMATICALLY TESTED YES [I NO EQUIPMENT OPERATES PROPERLY [a YES ❑NO DO YOU CERTIFY AS THE SPRINKLER CONTRACTOR THAT ADDITIVES AND CORROSIVE CHEMICALS, SODIUM SILICATE OR DERIVATIVES OF SODIUM SILICATE, BRINE, OR OTHER CORROSIVE CHEMICALS WERE NOT USED FOR TESTING SYSTEMS OR STOPPING LEAKS? ✓ YES NO TESTS DRAIN READING OF GAGE LOCATED NEAR TER. RESIDUAL PRESSURE WITH V IN TEST TEST SUPPLY TEST CONNECTION: PSI (-BARS) CONNECTION OPEN WIDE PSI UNDERGROUND MAINS AND LEAD IN CONECTIONS TO SYSTEM RISERS FLUSHED BEFORE CONNECTION MADE TO SPRINKLER PIPING. VERIFIED BY COPY OF THE U FORM NO. 1356 0 YES ❑ NO OTHER EXPLAIN FLUSHED BY INSTALLER OF UNDER- GROUND SPRINKLER PIPING ✓ YES NO IF POWDER-DRIVEN FASTENERS ARE USED IN CONCRETE, HAS REP- IF NO, EXPLAIN RESENTATIVE SAMPLE TESTING BEEN SATISFACTORILY COMPLETED? ' YES NO BLANK TESTING NUMBER USED LOCATIONS NUMBER REMOVED GASKETS 0 WELDED PIPING YES NO IF YES DO YOU CERTIFY AS THE SPRINKLER CONTRACTOR THAT WELDING PROCEDURES COMPLY WITH THE REQUIREMENTS OF AT LEAST AWS 010.9, LEVEL AR-3? YES ❑ NO DO YOU CERITIFY THAT THE WELDING WAS PREFORMED BY WELDERS QUALIFIED IN WELDING COMPLIANCE WITH THE REQUIREMENTS OF AT LEAST AWS D10.9, LEVEL AR-3? AYES ❑NO DO YOU CERITIFY THAT WELDING WAS CARRIED OUT IN COMPLIANCE WITH A DOCUMENTED QUALITY CONTROL PROCEDURE TO ENSURE 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? 21 YES NO CUTOUTS DO YOU CERITIFY THE YOU HAVE A CONTROL FEATURE TO ENSURE THAT ALL DISCS CUTOUTS (DISCS) ARE RETRIEVED? ✓ YES NO HYDRAULIC NAME PLATE PROVIDED IF NO, EXPLAIN DATA NAMEPLATE YES NO DATE LEFT IN SERVICE WITH ALL CONTROL VALVES OPEN: REMARKS NAME OF SPRINKLER CONTRACTOR VIKING AUTOMATIC SPRINKLER COMPANY TESTS WITNESSED BY SIGNATURES =(T OP O E D T DATE FORMR C T D) TITLE DATE tldr ADDITIONAL EXPLANATION AND NOTE Contractor's Material and Test Certificate for Aboveground piping PROCEDURE Upon completion of work inspection and tests shall be made by the contractors representative and witnessed by an owners representative. All defects shall be corrected and system 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 against contractor for faulty material, poor workmanship, or failure to comply with approving authority's requirements or local ordinances. PROPERTY NAME: BOULDER LAKES BUSINESS DATE: PROPERTY ADDRESS: 3000 AMES CROSSING ROAD, EAGAN, MN 55121 ACCEPTED BY APPROVING AUTHORITIES (NAMES): CITY OF EAGAN ADDRESS: 3795 PILOT KNOB ROAD, EAGAN, MN PLANS INSTALLATION CONFORMS TO ACCEPTED PLANS d YES NO EQUIPMENT USED IS APPROVED Q YES ❑ NO IF NO, EXPLAIN DEVIATIONS: HAS PERSON IN CHARGE OF FIRE EQUIPMENT BEEN INSTRUCTED AS TO LOCATIO -1 YES NO OF CONTROL VALVES AND CARE AND MAINTENANCE OF THIS NEW EQUIPMENT? IF NO, EXPLAIN INSTRUCTIONS HAVE COPIES OF THE FOLLOWING BEEN LEFT ON THE PREMISES: YES NO 1. SYSTEM COMPONENTS INSTRUCTIONS Q YES ❑ NO 2. CARE AND MAINTENANCE INSTRUCTIONS 0 YES ❑ NO 3. NFPA 25 21 YES ❑ NO LOCATION SUPPLIES BUILDINGS: SYSTEM 3 OF SYSTEM MAKE MODEL YEAR OF ORIFICE QUANTITY TEMPERATURE MANUFACTURE SIZE RATING RELIABLE UPR F1 2008 3/4" 86 155 "F RELIABLE CONC PEND G4A 2008 1/2' 179 165 OF SPRINKLERS RELIABLE EC CONC PEND G4 2008 3/4" 114 165 OF PIPE AND Type of Pipe: CONFORMS TO NFPA 13 FITTINGS Type of Fitting: CONFORMS TO NFPA 13 ALARM DEVICE MAXIMUM TIME TO OPERATE ALARM VALVE THROUGH TEST CONNECTION OR FLOW TYPE MAKE MODEL MIN SEC INDICATOR VANE POTTER VSR-F 33 DRY VALVE Q.O.D. MAKE MODEL SERIAL NO. MAKE MODEL SERIAL NO. TIME TO TRIP TIME WATER ALARM THROUGH TEST WATER AIR TRIP POINT REACHED OPERATED CONNECTION' PRESSURE PRESSURE AIR PRESSURE TEST OUTLET' PROPERLY MIN SEC PSI PSI PSI MIN SEC YES NO DRY PIPE without OPERATING Q.O.D. TEST With Q.O.D. IF NO, EXPLAIN 'MEASURED FROM TIME INSPECTOR'S TEST CONNECTION IS FULLY OPENED OPERATION ❑ PNEUMATIC ❑ ELECTRIC ❑ HYDRAULIC PIPING SUPERVISED YES NO DETECTING MEDIA SUPERVISED YES NO DOES VALVE OPERATE FROM THE MANUAL TRIP AND/OR REMOTE CONTROL STATIONS YES NO DELUGE AND IS THERE AN ACCESSIBLE FACILITY IN EACH CIRCUIT FOR TESTING IF NO, EXPLAIN PREACTION VALVES YES NO DOES EACH CIRCUIT OPERATE DOES EACH CIRCUIT MAXIMUM TIME TO MAKE MODEL SUPERVISION LOSS ALARM? OPERATE VALVE RELEASE? OPERATE RELEASE YES NO YES NO MIN. SEC. PRESSURE LOCATION MAKE & SETTING STATIC PRESSURE RESIDUAL PRESSURE FLOW RATE REDUCING & FLOOR MODEL FLOWING VALVE TEST INLET (PSI) OUTLET (PSI) INLET (PSI) OUTLET (PSI) FLOW (GPM) TEST HYDRUSTATC, ros is tests s ma eat not less an zoo psi bars) or two ours or 50 pal bars) above DESCRIPTION static pressure in excess of 150 psi (10.2 bars) for two hours. Differential dry-pipe valve clappers shall be left open during test to prevent damage. All abovegroung piping leakage shall be stopped. PNEUMATIC: Establish 40 psi (2.7 bars) air pressure and measure drop which shall not exceed 1% psi (.01 bars) in 24 hours. Test pressure tanks at normal water level and air pressure and measure air pressure drop which shall not exceed 1'% si 0.1 bars) in 24 hours. ALL PIPING HYDROSTATICALLY TESTED AT 200 PSI (-BARS) FOR _2 HRS. IF NO, STATE REASON DRY PIPING PNEUMATICALLY TESTED ❑ YES ❑ NO EQUIPMENT OPERATES PROPERLY DYES ❑ NO DO YOU CERTIFY AS THE SPRINKLER CONTRACTOR THAT ADDITIVES AND CORROSIVE CHEMICALS, SODIUM SILICATE OR DERIVATIVES OF SODIUM SILICATE, BRINE, OR OTHER CORROSIVE CHEMICALS WERE NOT USED FOR TESTING SYSTEMS OR STOPPING LEAKS? - YES NO TESTS DRAIN READING OF GAGE LOCATED N ER. RESIDUAL PRESSURE WITH V&LYR IN TEST TEST SUPPLY TEST CONNECTION: PSI (-BARS) CONNECTION OPEN WIDE PSI UNDERGROUND MAINS AND LEAD IN CONECTIONS TO SYSTEM RISERS FLUSHED BEFORE CONNECTION MADE TO SPRINKLER PIPING. VERIFIED BY COPY OF THE U FORM NO. 85B DYES ❑ NO OTHER EXPLAIN FLUSHED BY INSTALLER OF UNDER- GROUND SPRINKLER PIPING E YES NO IF POWDER-DRIVEN FASTENERS ARE USED IN CONCRETE, HAS REP- IF NO, EXPLAIN RESENTATIVE SAMPLE TESTING BEEN SATISFACTORILY COMPLETED? YES NO BLANK TESTING NUMBER USED LOCATIONS NUMBER REMOVED GASKETS 0 WELDED PIPING YES NO IF YES DO YOU CERTIFY AS THE SPRINKLER CONTRACTOR THAT WELDING PROCEDURES COMPLY WITH THE REQUIREMENTS OF AT LEAST AWS D10.9, LEVEL AR-3? YES ❑ NO DO YOU CERITIFY THAT THE WELDING WAS PREFORMED BY WELDERS QUALIFIED IN WELDING COMPLIANCE WITH THE REQUIREMENTS OF AT LEAST AWS D10.9, LEVEL AR-3? YES ❑ NO DO YOU CERITIFY THAT WELDING WAS CARRIED OUT IN COMPLIANCE WITH A DOCUMENTED QUALITY CONTROL PROCEDURE TO ENSURE 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? EYES NO CUTOUTS DO YOU CERITIFY THE YOU HAVE A CONTROL FEATURE TO ENSURE THAT ALL DISCS CUTOUTS DISCS ARE RETRIEVED? DYES NO HYDRAULIC NAME PLATE PROVIDED IF NO, EXPLAIN DATA NAMEPLATE 1 YES NO DATE LEFT IN SERVICE WITH ALL CONTROL VALVES OPEN: REMARKS NAME OF SPRINKLER CONTRACTOR VIKING AUTOMATIC SPRINKLER COMPANY TESTS WITNESSED BY SIGNATURES F W~IQTA NE G E TI - ATE r~ 4 F R PRINKLER C 1 ED) TITLE DATE r1s - t i' (J . ADDITIONAL EXPLANATION AND NOTES 7 7 Contractor's Material and Test Certificate for Aboveground piping PROCEDURE Upon completion of work inspection and tests shall be made by the contractor's representative and witnessed by an owner's representative. All defects shall be corrected and system left in service before contractor's 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 owner's representative's signature in no way prejudices any claim against contractor for faulty material, poor workmanship, or failure to comp) with approving authoritys requirements or local ordinances. PROPERTY NAME: BOULDER LAKES BUSINESS DATE: PROPERTY ADDRESS: 3000 AMES CROSSING ROAD, EAGAN, MN 55121 ACCEPTED BY APPROVING AUTHORITIES (NAMES): CITY OF EAGAN ADDRESS: 3795 PILOT KNOB ROAD, EAGAN, MN PLANS INSTALLATION CONFORMS TO ACCEPTED PLANS YES NO EQUIPMENT USED IS APPROVED YES ❑ NO IF NO, EXPLAIN DEVIATIONS: HAS PERSON IN CHARGE OF FIRE EQUIPMENT BEEN INSTRUCTED AS TO LOCATIO JJ YES NO OF CONTROL VALVES AND CARE AND MAINTENANCE OF THIS NEW EQUIPMENT? IF NO, EXPLAIN INSTRUCTIONS HAVE COPIES OF THE FOLLOWING BEEN LEFT ON THE PREMISES: ' YES NO 1. SYSTEM COMPONENTS INSTRUCTIONS YES ❑ NO 2. CARE AND MAINTENANCE INSTRUCTIONS ❑D YES ❑ NO 3. NFPA 25 Q YES ❑ NO LOCATION SUPPLIES BUILDINGS: SYSTEM 2 OF SYSTEM MAKE MODEL YEAR OF ORIFICE QUANTITY TEMPERATURE MANUFACTURE SIZE RATING RELIABLE UPR F1 2008 314" 279 155 OF RELIABLE CONC PEND G4A 2008 112" 52 1650F SPRINKLERS RELIABLE EC CONC PEND G4 2008 314" 52 165 OF PIPE AND Type of Pipe: CONFORMS TO NFPA 13 FITTINGS Type of Fitting: CONFORMS TO NFPA 13 ALARM DEVICE MAXIMUM TIME TO OPERATE ALARM VALVE THROUGH TEST CONNECTION OR FLOW TYPE MAKE MODEL MIN SEC INDICATOR VANE POTTER VSR-F DRY VALVE Q.O.D. MAKE MODEL SERIAL NO. MAKE MODEL SERIAL NO. TIME TO TRIP TIME WATER ALARM THROUGH TEST WATER AIR TRIP POINT REACHED OPERATED CONNECTION' PRESSURE PRESSURE AIR PRESSURE TEST OUTLET' PROPERLY MIN SEC PSI PSI PSI MIN SEC YES NO DRY PIPE without OPERATING Q.O.D. TEST With Q.O.D. IF NO, EXPLAIN 'MEASURED FROM TIME INSPECTOR'S TEST CONNECTION IS FULLY OPENED OPERATION ❑ PNEUMATIC ❑ ELECTRIC ❑ HYDRAULIC PIPING SUPERVISED YES NO DETECTING MEDIA SUPERVISED YES NO DOES VALVE OPERATE FROM THE MANUAL TRIP AND/OR REMOTE CONTROL STATIONS YES NO DELUGE AND IS THERE AN ACCESSIBLE FACILITY IN EACH CIRCUIT FOR TESTING IF NO, EXPLAIN PREACTION VALVES YES NO DOES EACH CIRCUIT OPERATE DOES EACH CIRCUIT MAXIMUM TIME TO MAKE MODEL SUPERVISION LOSS ALARM? OPERATE VALVE RELEASE? OPERATE RELEASE YES NO YES NO MIN. SEC. PRESSURE LOCATION MAKE & SETTING STATIC PRESSURE RESIDUAL PRESSURE FLOW RATE REDUCING & FLOOR MODEL FLOWING VALVE TEST INLET (PSI) OUTLET (PSI) INLET (PSI) OUTLET (PSI) FLOW (GPM) TEST Hydrostatic tests shall ma eat not ess an ZUO psi ars or two ours or 00 pay bars) above DESCRIPTION static pressure in excess of 150 psi (10.2 bars) for two hours. Differential dry-pipe valve clappers shall be left open during test to prevent damage. All abovegroung piping leakage shall be stopped. PNEUMATIC: Establish 40 psi (2.7 bars) air pressure and measure drop which shall not exceed 1 % psi (.01 bars) in 24 hours. Test pressure tanks at normal water level and air pressure and measure air pressure drop which shall not exceed I% psi 0.1 bars in 24 hours. ALL PIPING HYDROSTATICALLY TESTED AT 200 PSI (-BARS) FOR 2 HRS. IF NO, STATE REASON DRY PIPING PNEUMATICALLY TESTED ❑ YES ❑ NO EQUIPMENT OPERATES PROPERLY EYES ❑NO DO YOU CERTIFY AS THE SPRINKLER CONTRACTOR THAT ADDITIVES AND CORROSIVE CHEMICALS, SODIUM SILICATE OR DERIVATIVES OF SODIUM SILICATE, BRINE, OR OTHER CORROSIVE CHEMICALS WERE NOT USED FOR TESTING SYSTEMS OR STOPPING LEAKS? P YES NO TESTS DRAIN READING OF GAGE LOCATED N ATER. RESIDUAL PRESSURE WITH VV IN TEST TEST SUPPLY TEST CONNECTION: PSI (-BARS) CONNECTION OPEN WIDE _ PSI UNDERGROUND MAINS AND LEAD IN CONECTIONS TO SYSTEM RISERS FLUSHED BEFORE CONNECTION MADE TO SPRINKLER PIPING. VERIFIED BY COPY OF THE U FORM NO. 85B EYES ❑ NO OTHER EXPLAIN FLUSHED BY INSTALLER OF UNDER- GROUND SPRINKLER PIPING E YES NO IF POWDER-DRIVEN FASTENERS ARE USED IN CONCRETE, HAS REP- IF NO, EXPLAIN RESENTATIVE SAMPLE TESTING BEEN SATISFACTORILY COMPLETED? EYES NO BLANK TESTING NUMBER USED LOCATIONS NUMBER REMOVED GASKETS 0 WELDED PIPING YES NO IF YES DO YOU CERTIFY AS THE SPRINKLER CONTRACTOR THAT WELDING PROCEDURES COMPLY WITH THE REQUIREMENTS OF AT LEAST AWS D10.9, LEVEL AR-3? YES ❑ NO DO YOU CERITIFY THAT THE WELDING WAS PREFORMED BY WELDERS QUALIFIED IN WELDING COMPLIANCE WITH THE REQUIREMENTS OF AT LEAST AWS D10.9, LEVEL AR-3? EYES ❑ NO DO YOU CERITIFY THAT WELDING WAS CARRIED OUT IN COMPLIANCE WITH A DOCUMENTED QUALITY CONTROL PROCEDURE TO ENSURE THAT ALL DISCS ARE RETRIEVED. THAT OPENINGS IN PIPING ARE SMOOTH. THAT SLAG AND OTHER WELDING RESIDUE ARE REMOVED, AND THAT THE INTERNAL DIAMETERS OF PIPING ARE NOT PENETRATED? ✓ YES NO CUTOUTS DO YOU CERITIFY THE YOU HAVE A CONTROL FEATURE TO ENSURE THAT ALL DISCS CUTOUTS DISCS ARE RETRIEVED? YES NO HYDRAULIC NAME PLATE PROVIDED IF NO, EXPLAIN DATA NAMEPLATE EYES NO DATE LEFT IN SERVICE WITH ALL CONTROL VALVES OPEN: REMARKS NAME OF SPRINKLER CONTRACTOR VIKING AUTOMATIC SPRINKLER COMPANY TESTS WITNESSED BY pq,TB„ SIGNATURES F PER , R ~-W Tr - R SP KLER CO (D SI NEF~ TITLE li-A~- DATE ADDITIONAL EXPLANATION AND NOTES Contractor's Material and Test Certificate for Aboveground Piping PROCEDURE ,on completion of work, inspection and tests shall be made by the contractor's representative and witnessed by an owner's representative. All defects shall be .rrected and system left in service before contractors personnel finally leave the job. A certificate shall be filled out and signed by both representitives. Copies shall be prepared for approving authorities, owners and contractor. It is understood the owner's representative's signature in no way prejudices any claim against contractor for faulty material, poor workmanship, of failure to comply with approving authority's requirements or local ordinances. Property name .Lan Tara III Ile Date s *.3 d Property address Lra~ Accepted by approving authorities (names) City of Hudson I Owner Address 222 Hudson Street, Hudson, W154016 11505 Hwy. 65, New Richmond, WI 54017 Plans Installation conforms to accepted plans n Yes F1 No Equipment used is approved 1:1 Yes No If no, explain deviations Has person in charge of fire equipment been instructed as to location of Yes No control valves and care and maintenance of this new equipment? If no, explain? Instructions Have copies of the following been left on the premises? 0 Yes No 1. System components instructions Yes No 2. Care and maintenance instructions 0 Yes F] No 3. NFPA 25 Yes No Location o Supplies buildings Entire s stem Year of Temperatere Make Model Manufacture Orifice size Quantity rating Tyco TY-FRB 2007 314° tea- 155 Sprinklers Type of pipe Schedule 40, 10, 15 and 7 Pipe and fittings Type of fittings Cast, mailable, ductile iron threaded and grooved fittings. Alarm device Maximum time to operate through test conne~:lion Type Make Model Minutes Seconds Alarm valve or flow indicator Nave. Potter s 4. T" 2..OL- ^ Dry valve Quick Opening Device (Q.O.D.) Make Model Serial no. Make Model Serial no. _ Time to trip Alarm through test Trip point air operated Dry pipe operating connection* Water pressure Air pressure pressure Time water reached test outlet* properly test Mi si Minutes Seconds Yes- Without A-[ V Q.O.D. With Q.O.D. if no, explain *Measured from time inspector's test connection is opened Operation Pneumatic Electric ❑ Hydraulic Piping supervised? ❑ Yes ❑ No Detecting media supervised? Detecting media supervised? Does valve operate from the manual trip, remote, or both control stations? Yes No Deluge and Is there an accessible facility In each ❑ Yes ❑ No If no, explain circuit for testin ? preaction valve Does each circuit operate Does each circuit operate Maximum time to operate supervision loss alarm? valve release? release Make Model Yes No Yes No Minutes Seconds Residual pressure Pressure reducing Location and Floor Make and model Setting Static pressure (flowing) Flow rate valve test Inlet (psi) Outlet (psi) Inlet (psi) Outlet (psi) Flow (gpm) Hydrostatic: Hydrostatic tests shall be made at not less than 200 psi (13.6 bar) for 2 hours or 50 psi (3.4 bar) above static pressure in excess of 150 psi (10.2 bar) for 2 hours. Differential dry-pipe valve clappers shall be left open during the test to prevent damage. All Test description aboveground piping leakage shall be stopped. Pneumatic: Establish 40 psi (2.7 bar) air pressure and measure drop, which shall not exceed 1.5 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 1.5 psi (0.1 bar) in 24 hours. All piping hydrostatically tested at psi for hours. If no, state reason Dry piping pneumatically tested ❑ Yes ❑ No Equipment operates properly ❑ Yes ❑ No Do you certify as the sprinkler contractor that additives and corrosive chemicals, sodium silcate or derivatives of sodium silicate, brine, or other corrosive chemicals were not used for testing systems or stopping leaks? ❑ Yes ❑ No Tests Drain test Reading of gauge located near water supply test connection: Residual pressure with valve in test connection open psi wide: psi Underground mains and lead in connections to system risers flushed before connection made to sprinkler piping? Verified by copy of the U Form No. 85B ❑ Yes ❑ No Other Explain Flushed by installer of underground sprinkler piping U Yes U No If powder-driven fasteners are used in concrete, has Yes No if no, explain Blank testing Number used Locations Number removed gaskets Welded piping Yes No If Yes... Do you certify as the sprinkler contractor that welding procedures comply with the requirements of at least AWS B2.1? ❑ Yes ❑ No Welding Do you certify that the welding was performed by welders qualified in compliance with the requirements of at least AWS B2.1? ❑ Yes ❑ No Do you certify that the welding was carried out in compliance with a documented quality control procedure to ensure that all discs are retrieved, that openings in piping are smooth, that slag and other welding residue are removed, and that the Internal diameters of piping are not penetrated? ❑ Yes ❑ No Cutouts (discs) Do you certify that you have a control feature to ensure that all cutouts (discs) Ej Yes ❑ No are retrieved? Hydraulic data Nameplate provided ❑ Yes ❑ No If no, explain nameplate Date left in service with all control valves open Remarks Name of sprinkler contractor 10351 Jamestown Street, National Automatic Sprinkler Co. Blaine MN 55449 Tests witne sed by ropey qftlr ( gned) IGI"e ~e ~S 1 1-4 F r - a For spun r co ~tra d) Title Date Additional explanations and notes i' 3 DOD City of Eagan Cash Receipt Receipt Date 5/27/2008 Receipt Number 141028 WATER METER VOSS UTILITY 6101.4509 85.00 885 KATYDID LN HANOVER MN Total Receipt Amount 85.00 110249 8:40:05 1 IL 2007 COMMERCIAL PLUMBING PERMIT APPLICATION V CITY OF EAGAN 3830 PILOT KNOB ROAD, EAGAN MN 55122 651-675-5675 Do not combine inside and outside plumbing on the same application; separate applications and permits are required. 7 _ Date d / 0 / 6) Site Address -3606 &Y-le-S Unit # Tenant NameL-if-,~ Former Tenant Name Property Owner Telephone # ( ) Contractor Address 1a y l~~ ~ c~~ ~4 nP city }~i~'~a✓r State /fin <V Zip S-53 l / Telephone # (743) x'97- 5' S 77 License # 0 d 5-6 3 ~ 155M Expires: Q The Applicant is Owner Contractor Other Work Type ')',New Bldg _ Modify Space _ Irrigation System" _ Yes _ No Work in public r-o-w / easement? Replace _ Remove _ RPZ _ PVB: _ New _ Repair/Rebuild -systems / Rain sensors are required on irrigation Description of Work 09/ ( kaluml-n. To inquire if Pressure Reducing Valv s required on new service, call 651-675-5646 Meters - Call 651-675-5646 to verify that hydrostatic, conductivity, and bacteria tests passed prior to Picking up meter. Irrigation Size & Type Avg GPM 2" turbo req'd unless smaller size allowed by Public Works Fire Size & Price 3/4" meter 174.00 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 $ 0 4 Cl x 1% _ $ dA2, w Permit Fee $ Meter(s) Required on all new buildings & boulevard irrigation systems $ Radio Meter Read $ , 50 State Surcharge if permit fee is less than 51,000, surcharge is S.50 If permit fee is more than $1,000, surcharge is 5.50 for each 51,000 owed. Following fees apply when i s alli q - rigation system y ~ $ Water Permit Call the City's En r ¢ t~ 6§~l or required fee amounts u $ Treatment Plant 1 607 $ Water Supply & Storage $ State Surcharge $ 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 'thout a permit; that the work will be in accordance with the approved plan in the case of work which requires a review and approval of plans. Applicant's Printed Name Applicant Signature r CITY USE ONLY REQUIRED INSPECTIONS: U.G. Air Test Gas Test Rough In Final PLANS SUBMITTED APPROVED BY: P BUILDING INSPECTOR General Information • Radio Meter Read (required on all new buildings. Boulevard irrigation systems may require a radio read - $153.00 • RPZ's must be tested every year and rebuilt every five years. Test results should be mailed to Paul Heuer at the City of Eagan. • A minimum fee permit per address is required for the following RPZ's: new, rebuild, repair, remove. • Water meters include copper horn/strainer, remote wire, and touch-pad meter. METERS REOUIRING 4-HOUR ADVANCE NOTICE PRIOR TO PICK UP GPM METERS USE PRICE GPM METERS USE PRICE 1-20 518" residential $136.00 4-120 1-1/2" irrigation syst $ 855.00 displacement or turbine" Public Works maximum small commercial must approve continuous meter size 10 2-30 3/4" lawn irrigation $174.00 4-160 2" turbine large irrigation $ 1,063.00 maximum displacement residential system & continuous or production lines 15 small commercial 3-50 1" displacement large residential $219.00 1/4 to 160 2" compound bldgs over $ 2,018.00 bldg to 24 units 65 units maximum small commercial & continuous & large comm. bldgs 25 irri ation systems 5-100 1-1/2" 25-64 unit bldgs $532.00 maximum displacement & continuous most cwmm 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 large irrigation $1,411.00 6-500 4" compound +300 unit bldgs $3,956.00 system & production & very large lines comm. bldgs 1/2-320 3" compound +200 unit bldgs $2,577.00 10-1000 6" compound +400 unit bldgs $6,623.00 very large very large comm bldgs comm bldgs 15-1000 4" turbine very large $2,533.00 6" turbo $4,090.00 irrigation systems & 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 651-675-5200. cc: Utility Division Systems Analyst December 2006 2007 COMMERCIAL PLUMBING PERMIT APPLICATION CITY OF EAGAN 3830 PILOT KNOB ROAD, EAGAN MN 55122 Do not 651-675-5675 N ~ combine inside and outside plumbing on the same application; separate applications and permits are re uired. Date 7 Site Address ~j!) Q /~mQS C rQ SSA ,yam Tenant Name Jk Unit # P L`` <<e p S e~~C Former Tenant Name Property Owner Telephone # ( ) Contractor V S C Address J f, ~f dt ~ a~ State m/>> city i.Utnp; Zip 3 ~ Telephone # (763) %f~ 3--77 License # Expires: / p' 3l - 0 7 The Applicant is Owner Contractor Other Work Type New Bldg - Modify S ace RPZ fY P _ Irrigation System -Yes _ No Work in public r-o-w /easement? - PVB: _ New _ Repair/Rebuild _ Replace _ Remove Rain sensors are required on irri ation s stems Description of Work l f~ To inquire if Pressure Reducing lve is required on new service, call 651-675-5646 Meters - Call 651-675-5646 to verify that hydrostatic, conductivity, and bacteria tests passed prior to picking up meter. Irrigation Size & Type ~ Avg GPM g 2" turbo req'd unless smaller size allowed by Public Works Fire Size & Price 3/4" meter 174.00 Domestic Size & Type Z -Avg GPM Includes high demand devices? _ Yes _ No Flushometers - Yes - No PRV Required Yes Permit Fee - - NO $50.50 minimum (includes State Surcharge) Contract Value $x 1% $ / 10. ~(7 Permit Fee $ .,-6-3cl F oo meter(s) Required on all new buildings & boulevard irrigation systems $ Radio Meter Read $ , 00 State Surcharge if permit fee is less than $1,000, surcharge is $.50 If permit fee is more than $1,000, surcharge is $.50 for ea ch $1,000 owed, Following fees aPP1Y when installing new lawn irrigation system $ Call the Citys Engineering Department 651-675-5646, f Water P or required fee amounts Permit $ Treatment Plant D $ Water Supply & Storage $ State Surcharge DEC 0 4 2007 $ VV, Gp_ total Fee I hereby apply for a Commercial Plumbing Permit knowledge that the informati is complete and accurate; that the work will be in conformance with the ordinances and codes of the City of Eagan and with a Plumbing Codes; that I unders 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 accord e of work which requires a review and approval of plans. _ ~qz U6SS Applicant's Applicant's Printed Name V- Signature ~ITY USE ONLY REQUIRED INSPECTIONS: Y J.G. Y Air Test Gas Test Rough In Final s PLANS SUBMITTED APPROVED BY: 1 J 1 `y ( , BUILDING INSPECTOR General Information • Radio Meter Read (required on all new buildings. Boulevard irrigation systems may require a radio read - $153.00 • RPZ's must be tested every year and rebuilt every five years. Test results should be mailed to Paul Heuer at the City of Eagan. • A minimum fee permit per address is required for the following RPZ's: new, rebuild, repair, remove. • Water meters include copper horn/strainer, remote wire, and touch-pad meter. METERS REQUIRING 4-HOUR ADVANCE NOTICE PRIOR TO PICK UP GPM METERS USE PRICE GPM METERS USE PRICE 1-20 5/8" residential $136.00 4-120 1-1/2" irrigation syst $ 855.00 displacement or turbine" Public Works maximum small commercial must approve continuous meter size 10 2-30 3/4" lawn irrigation $174.00 4-160 2" turbine large irrigation $ 1,063.00 maximum displacement residential system & continuous or production lines 15 small commercial 3-50 1" displacement large residential $219.00 1/4 to 160 2" compound bldgs over $ 2,018.00 bldg to 24 units 65 units maximum small commercial & continuous & large comm bldgs 25 irrigation systems 5-100 1-1/2" 25-64 unit bldgs $532.00 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 large irrigation $1,411.00 6-500 4" compound +300 unit bldgs $3,956.00 system & production & very large lines comm. bldgs 1/2-320 3" compound +200 unit bldgs $2,577.00 10-1000 6" compound +400 unit bldgs $6,623.00 very large very large comm bldgs comm bldgs 15-1000 4" turbine verylarge $2,533.00 6" turbo $4,090.00 irrigation systems & production lines t Comments To schedule inspection of the inside water lime and backflow preventer, call 651-675-5675. • To arrange for water turn-on, call 651-675-5200. cc: Utility Division Systems Analyst December 2006 ' 2007 COMMERCIAL BUILDING PERMIT APPLICATION(' City Of Eagan 3830 Pilot Knob Road, Eagan Mn 55122 _ Telephone # 651-675-5675 Plans are considered public information unless you state they are trade secret and why. Foundation Building Improvement • Structural Plans (2) sets • Soils Report (1) • Architectural Plans (2) sets • Civil Plans (2) • Certificate of Survey (1) • Code Analysis (1) " • Certificate of Survey (1) • Structural Plans (2) • Project Specs (1) • Code Analysis (1) • Architectural Plans (2) sets • Key Plan (1) • Project Specs (1) HVAC units req'd. on bldg elev. / site plan • Master Exit Plan (1) • Spec Insp & Testing Schedule (1) • Civil Plans (2) • Energy Calculations (1) not always- • Soils Report (1) • Landscaping Plans (2) • Elec. Power & Lighting Form (1) not always- • Meter size must be estab • Code Analysis (1) • Meter size must be establishe" applicable 1,1 • Energy Calculations (1) " UJ • Emergency Response Site Plan (1) j O J • Spec. Insp. & Testing Schedule (1) " j ~J 2QO~ ry a Electric Power & Lighting Form (1) j ~uL 2 ~1 • Project Specs (1) j J • Master Exit Plan (1) J • SAC determination -call 661-602-1000 • SAC determination - call 651-602-1000 • SAC determination -call 651-602-1000 • Fire Stopping Submittals e Fire Suppression/Alarm Form e Meter size must be established Call MN Dept of Health at 651-201-4500 for details regarding food & beverage or lodging facilities. Contact Building Inspections to see if it is required and for a sample. Permit for new building or addition will not be processed without Emergency Response Site Plan. Date 01 - / -f ]go Construction Cost r _4 oo0 Site Address 4,D^jer--- /_-04-'6 Unit/Ste # Tenant Name 8V U (,0 EW- 649-V &WS • )04129- Former Tenant Name Description of Work ~M M rpR I *t k- 00fV-1 w 1.J N W Property Owner ~N T -fv`Ti~' AtICT"EA-S Telephone # (bSl !05 "a0 5o bel -oioo Applicant is: _ Owner Contractor Contact (65( ) Contractor P-1 Pi-4tj cotiys yoot.) Address /1 D o M oki'Uont s City State M Zip 55 17- 0 Telephone # (b~jl) O'Loo Arch/Engr ue3K 1E 1~0 Registration # Address "j (v S "N d AtS City 0.0%09-C.. State M N Zip SS!J I J Telephone # ((oil-) D6 1b31° Licensed plumber installing new sewertwater service: 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 accordance with the approved plan in the case of work which requires a review and approval of plans. ITA-Gk-- G, A-oT C-t r.1 el- WC - 09 09 00-C 0 Applicant's Printed Name pplic s ignature ,jnr~/~Er1CC r,- .1 r Qtl - a DO NOT WRITE BELOW THIS LINE Sub Types ❑ 01 Foundation ❑ 26 Public Facility ❑ 30 Accessory Building ❑ 14 Apartments ❑ 27 Commercial/Industrial ❑ 32 Ext Alt Apartments ❑ 15 Lodging ❑ 28 Greenhouse ❑ 34 Ext Alt-Commercial ❑ 25 Miscellaneous ❑ 29 Antennae ❑ 35 Ext Alt-Public Facility ❑ 37 Nail Salon Work Types ❑ 31 New ❑ 35 Int Improvement ❑ 38 Demolish (Interior) ❑ 44 Siding ❑ 32 Addition ❑ 36 Move Bldg. ❑ 42 Demolish (Foundation) ❑ 45 Fire Repair ❑ 33 Alteration ❑ 37 Demolish (Bldg)* ❑ 43 Reroof ❑ 46 Windows/Doors ❑ 34 Replacement *Demolition Building - Give PCA handout to applicant Valuation 1561Aoo Type of Const' y Width 11 IttMaDt) Plan Rev 100% 25% Occupancy 57-16 MCES System ✓ SAC Units Zoning _r_ City Water Nbr. of Units 0 Stories Booster Pump Nbr. of Bldgs / Sq. Ft. PRV N u Fire Sprinklered AS Length Required Inspections Footings (new bldg) Fireplace _ R.I. -Air Test -Final Footings (deck) ✓ Insulation / Footings (addition) Sheetrock to Foundation _ Final/C.O. _ Drain Tile _ Final/No C.O. Driveway Apron / Other Roof _ Ice Pr /Decking ✓ Insul V /Final _ Pool _ Ftgs _ Air/Gas Tests -Final ✓ Framing _ Siding _ Stucco Lath _ Stone Lath _ Final _ Windows Final C/O Inspection: Schedule Fire Marshal to be present. ✓/Yes _ No Approved By: I V_ Planning 6?ek Building Inspector Base Fee Surcharge /0 Plan Review irZ/• ' SAC-MCES ?COQ • a SAC-City 2/ 6th a-G' e SIW Permit / 0 0 . W SM Surcharge • 5 0 Treatment Plant 5 ® 0• Financial Guarantee 0• &0 Treatment Plant (Irrigation) (oGO~ ~D b Storm Sewer Trunk 0 ' Park Dedication /CIO, 584 . 7S Sewer Lateral 0. Sewer Trunk Trail Dedication 0.60 Street 0. B-C) Water Quality 0.00 Water Lateral 0 ' 0-l7 Water Trunk 0. A%P Water Supply & Storage (WAC) 0 • " Other 0 • 6-0 Total s S 9 i Metropolitan Council July 31, 2007 Dale Schoeppner Building Official City of Eagan 3830 Pilot Knob Road Eagan, MN 55122 Dear Mr. Schoeppner: The Metropolitan Council Environmental Services (MCES) Division has determined SAC for the Boulder Lakes Business Park, Building 3 to be located at Lone Oak Road within the City of Eagan. This project should be charged 24 SAC Units, as determined below. The Council understands this building is speculative office/warehouse. SAC Units Charges: Office (speculative) 108,811 sq. ft. x 30% use @ 2400 sq. ft./SAC Unit 13.60 Warehouse (speculative) 108,811 sq. ft. x 70% use @ 7000 sq. ft./SAC Unit 10.88 Total Charge: 24.48 or 24 At the time the finishing permits are issued, if the use changes from the speculative use to a different use, then the SAC assignment needs to be reviewed based on that change. The business information was provided to MCES by the applicant at this time. It is also the City's responsibility to substantiate the business use and size at the time of the final inspection. If there is a change in use or size, a redetermination will need to be made. If you have any questions, call me at 651-602-1378. Sincerely, Jessie Nye SAC Technician Environmental Services Division JN:kb: 070731 A6 cc: S. Selby, MCES Carolyn Krech, Finance, Eagan Craig Hartman, Tushie Montgomery Architects AUG Q1;2 2007 www.metrocouncil.org BY 390 Robert Street North • St. Paul, MN 55101-1805 • (651) 602-1000 • Fax (651) 602-1550 • TTY (651) 291-0904 An Equal Opportunity Employer City of Eap Me TO: c0" Peterson, Building Inspections # 19 Mike Ridley, Planning Dale Wegleitner, Fire Marshal Tom Colbert, Engineering John Gorder, Engineering Dave Westermayer, Engineering ? Leon Weiland, Engineering Paul Heuer, Utilities Tom Struve, Maintenance ✓Eric Macbeth, Maintenance vebregg Hove, Maintenance Jim McDonald, Police Department Mark Anderson, Electrical Inspector FROM: JCraig Novaczyk, Inspector DATE: July 26, 2007 RE: Plan Review For BOULDER LAKE BUSINESS PARK (BLD. #3) ADDRESS TBD The plans are in our plan review section for your review and comment. Please return this form to my attention with your signed comments within 7 days. Please indicate any concerns you have with these plans and resolve these issues with the affected parties. If you are requesting that issuance of the building permit be held, please submit the proper "hold request" form to me. Comments: Indicate below any fees that are to be collected with the building permit. Amount ❑ Yes ❑ No landscape security required Z o n i n g ? El Yes ❑ No water quality dedication Meter Size F1 Yes ❑ No park dedication ❑ Yes ❑ No trail dedication ❑ Yes ❑ No tree dedication ❑ Yes ❑ No PRV Required Signature Date CD/Bldg Insp/Forms//Plan Review For REVISED 2-07 r j City of Eajan Me TO: Scott Peterson, Building Inspections #19 Mike Ridley, Planning Dale Wegleitner, Fire Marshal Tom Colbert, Engineering /John Gorder, Engineering Dave Westermayer, Engineering Leon Weiland, Engineering Paul Heuer, Utilities Tom Struve, Maintenance Eric Macbeth, Maintenance Gregg Hove, Maintenance Jim McDonald, Police Department Mark Anderson, Electrical Inspector FROM: Craig Novaczyk, Inspector DATE: July 26, 2007 RE: Plan Review For BOULDER LAKE BUSINESS PARK (BLD. #3) ADDRESS TBD The plans are in our plan review section for your review and comment. Please return this form to my attention with your signed comments within 7 days. Please indicate any concerns you have with these plans and resolve these issues with the affected parties. If you are requesting that issuance of the building permit be held, please submit the proper "hold request" form to me. Comments: Indicate below any fees that are to be collected with the building permit. ✓ -7 ~ t,,^ f -p4,-~ - Try t~az Amount ❑ Yes ❑ No landscape security requiredZ o n i n g ? ❑ Yes ❑ No water quality dedication Meter Size ❑ Yes ❑ No park dedication ❑ Yes ❑ No trail dedication ❑ Yes ❑ No tree dedication ❑ Yes I' No PRV Required '5 8-a9-o7 Qnature Date CDBidg Insp/Forms/Man Review For REVISED 2-07 i City of Eap ma TO: p colt Peterson, Building Inspections #19 Mike Ridley, Planning Dale Wegleitner, Fire Marshal Tom Colbert, Engineering John Gorder, Engineering Dave Westermayer, Engineering Leon Weiland, Engineering Paul Heuer, Utilities Tom Struve, Maintenance Eric Macbeth, Maintenance Gregg Hove, Maintenance Jim McDonald, Police Department Mark Anderson, Electrical Inspector FROM: Craig Novaczyk, Inspector DATE: July 26, 2007 RE: Plan Review For BOULDER LAKE BUSINESS PARK (BLD. #3) ADDRESS TBD The plans are in our plan review section for your review and comment. Please return this form to my attention with your signed comments within 7 days. Please indicate any concerns you have with these plans and resolve these issues with the affected parties. If you are requesting that issuance of the building permit be held, please submit the proper hold request" form to me. Comments: f Indicate below any fees that are to be collected with the building permit. Amount . , ❑ Yes No landscape security required LpGu+ Subaw±sion Zoning?- ❑ Yes X. No water quality dedication Meter Size Yes ❑ No park dedication,?? kt4 P- _e_a. U ❑ Yes No trail dedication ❑ Yes K No tree dedication ❑ ❑ No Re uired ` 71-710:2 Signature Date CD/Bldg lnsp/Forms/Man Review For REVISED 2-07 V f ' ~ ~ 5 ,--a ~ k ~v9 ~ o c~,s~ .~15 Page 1 of 2 Pam Dudziak From: Craig Hartman [CraigH@tmiarchitects.com] Sent: Thursday, August 09, 2007 4:19 PM To: Pam Dudziak Cc: jbender@mfra.com Subject: FW: Boulder Lakes Lighting Calculations and rendering Pam, I will be sending the updated drawings as requested below. We have already issued an addendum revising the site lighting and the brick soldier course color so the building department should have their copies. Otherwise I will send all of the PD documents to your attention. The light colored brick soldier course will give the building a nice look. In addition, I have a combined landscape and mitigation plan for your use as requested in the separate email. As far as the easements are concerned, I have copied John Bender with MFRA, the civil engineering firm working on this project. He would have a better knowledge of the status of the additional information you are in need of. John, please contact Pam directly to confirm the status of those easements. Please let me know if you require any additional information from my office. Thanks, Craig Hartman From: Pam Dudziak [mailto:pdudziak@cityofeagan.com] Sent: Wednesday, August 08, 2007 2:35 PM To: Craig Hartman Subject: RE: Boulder Lakes Lighting Calculations and rendering Thanks, Craig. I will need two full-size copies of the revised lighting plan for the Final PD file as well, and two copies reduced to 8.5" x 11". Is Interstate agreeable to adding the lighter color of brick for the soldier course? If so, that's a nice way to enhance and add visual interest on the elevations that don't have windows. It looks like the building entrances and base remain rockface, correct? If everyone is agreeable on your end, we'll need revised building elevations- 2 full-size for the Final PD file, 2 full-size for the building permit and 2 reduced to 8.5" x 11" for the Final PD exhibits. One other thing Do you know anything about the easements for this project? There should be some cross easements for ingress/egress and maybe parking? We apparently have the temporary cul-de-sac easement, and the conservation easement, but nothing for ingress/egress or parking. We'll either need the le9als and graphics for the City Attorney to prepare those easements along with the development contract, or it Interstate has already prepared those easements, then we need a copy of the easement documents for the City Attorney to review. Thank you. Pam Dudziak 8/19/2007 Page 2 of 2 _ PameCa Dudziafe Planner, City of Eagan 3830 Pilot Knob Road Eagan, MN 55122 Ph: 651-675-5691 Fax: 651-675-5694 From: Craig Hartman [mailto:CraigH@tmiarchitects.com] Sent: Wednesday, August 08, 2007 1:40 PM To: Pam dudziak Cc: Matt Miller Subject: Boulder Lakes Lighting Calculations and rendering Pam, Please see the attached revised rendering per the request Matt Miller with Interstate Partners. Also, I have re- issued a revised site photometric plan which adheres to the lighting requirements as established for this project by the city. Copies of this lighting plan have been sent to the building inspections department within Addendum #1 of the project. Please contact me if you do require any additional information for your review. Printed copies of this revised lighting plan can be sent at your request. Thanks, Craig Hartman, ArA;t 1«t Turkic Montgomert~, Arckitects - 76§5 Lyn~ale Avenue 5outk, Suite # 100 R;Ch c1J, Minnesota 55-+23 Ph. (612) 661-9656 lax (6 12) 861-96}2 8/19/2007 _ BOULDER LAKES BUSINESS PARK ADDENDUM NUMBER ONE Eagan, MINNESOTA SECTION 00900 TUSHIE MONTGOMERY ARCHITECTS PAGE 1 OF 1 ADDENDUM NUMBER ONE: August 8, 2007 COMMISSION NUMBER: 207045A OWNER: Interstate Partners LLC PROJECT: Boulder Lakes Business Park, Buildings #1 and #3 860 Blue Gentian Road, Ste. 175 Eagan, Minnesota Eagan, Minnesota 55121 GENERAL CONTRACTOR: TEAM DISTRIBUTION: R.J. Ryan Construction Incorporated Matt Miller Owner 1 COPY 1100 Mendota Heights Road Mendota Heights, MN 55120 Sarish Samba MFRA 1 COPY Attn: Jack Grotkin David Och NRA 1 COPY Terry Lamb TMA 1 COPY To all bidders on the subject project, the Contract Documents are modified as follows: The following additions, deletions, corrections or clarifications are hereby made to the contract documents dated July 16, 2007. These items herein take precedence over items in the contract documents, which they modify or supplement. This addendum includes this (1) one page of architectural addendum information and attachments as listed below: Attachments: Architectural (1) One 24" x 36" Drawing Sheet Sheet, L4.1 PART 1-ADDITIONS, DELETIONS, REVISIONS AND CLARIFICATIONS TO DRAWINGS: A. SHEET L4.1, LIGHTING PLAN: 1. This Sheet shall be deleted in its entirety and replaced with the new Sheet L4.1, which has been revised and re-issued and attached with this Addendum. The lighting plan has been revised to meet the City of Eagan's lighting requirements. B. SHEET A3.0, EXTERIOR ELEVATIONS: 1. Within the Exterior Finish Schedule, add the material, "BRICK SOLDIER COURSE" with the description, "BELDEN, SEA GRAY VELOUR A, UTLITY SIZE". This shall revise the brick soldier course to be a contrasting color to the field brick. END OF ADDENDUM PRINTED: 8/812007-11:13 AM r~ -L 4 Luminaire Schedule Symbol Qly La6a1 Arrongem ent Lumens LLF Description 25 AA SINGLE 2300D 0.750 Spaulding PFM-A-P25-V3-C-0-0B A M-5-5-5-DB 23 Pale Pole 11 Bpi BACK-BACK 23000 0.75D Spaulding PFM-A-P25-VS-C-O-DB ARM-5-5-5-1)d 1,45 28 CC SINGLE 9000 0.750 pnufding CRI-WB-P10-H3-F-0-06 2 DO SINGLE 9000 0.750 So-fling CRI-W8-PIO-H4-F-Q-08 20 FF SIN E 3 100 0.700 Starner Ex-20-A-10-3-400-H-VN -1,I ha Grey 25 Pele Numeric mma,y Lobel u Ift Type Units Avg Ma: Min Avg Min Mae Perking L.L. Illuminance t 0.55 ID.4 OA N.A. N.A. 5lolisticol Area Summary Lobel Avg Mow Min Avg Min MnK Mln Bldg I Lot 0.85 1.a 0.5 1.70 80 Bldg 3 N. Lot l,lp 3.7 at. 7.40 Bldg 3 5. Lot 2.02 SO.4 07 2.89 14.86 Lammmre Loco[io- Sammory SegNO Luba! % Y Z Orient Hill" I AA 824.25 629 25 210 Prepared For: 2 AA 876.999 538.533 25 208 3 AA 272 201.25 25 90 4 AA 7605 284.75 25 280 5 AA 80 1841-75 25 270 04-Interstaft AA 201.5 1659.5 25 270 0 7 AA 366.25 1459 2S 160 0 AA 282.5 1659.75 70 0 9 AA 354.75 1 60 25 160 9 10 AA 144 215.5 25 45 0 I1 AA 940.873 410,449 25 2D8 12 AA 95,75 1765 25 O 0 13 AA - 95.75 1665 25 0 0 14 AA 9675 436.25 25 0 0 15 AA 95.75 319.25 25 0 0 16 AA 95.75 1465 25 0 0 17 AA 95.75 1385 25 0 0 18 AA 95.75 1565 25 0 0 19 AA 365.25 16685 2 IBO 0 20 AA 366.25 1574.75 25 160 0 . 21 AA 444.25 694 25 270 0 22 AA 350 94 2 270 D 23 AA 635 694 25 270 0 24 AA 731,25 694 25 270 25 AA 538.5 694 2 270 0 City of Eap ma TO: Scott Peterson, Building Inspections # 19 Mike Ridley, Planning Dale Wegleitner, Fire Marshal Tom Colbert, Engineering John Gorder, Engineering Dave Westermayer, Engineering Leon Weiland, Engineering Paul Heuer, Utilities Tom Struve, Maintenance Eric Macbeth, Maintenance 1Gregg Hove, Maintenance Jim McDonald, Police Department Mark Anderson, Electrical Inspector FROM: Craig Novaczyk, Inspector DATE: July 26, 2007 RE: Plan Review For BOULDER LAKE BUSINESS PARK (BLD. #3) ADDRESS TBD The plans are in our plan review section for your review and comment. Please return this form to my attention with your signed comments within 7 days. Please indicate any concerns you have with these plans and resolve these issues with the affected parties. If you are requesting that issuance of the building permit be held, please submit the proper "hold request" form to me. Comments: Indicate below any fees that are to be collected with the building permit. Amount F1 Yes ❑ No landscape security required Z o n i n g? ❑ Yes Cl No water quality dedication Meter Size ❑ Yes ❑ No park dedication ❑ Yes ❑ No trail dedication ❑ Yes No tree dedication % ~r ~irirVf 8 ❑ Yes No V Required ! / 07'M 67 Signature tt W & Date CDBIdg Insp/Forms/Man Review For REVISED 2-07 L ~ • ~avxcl City of Eap Memo TO: Scott Peterson, Building Inspections # 19 Mike Ridley, Planning Dale Wegleitner, Fire Marshal Tom Colbert, Engineering John Gorder, Engineering Dave Westermayer, Engineering Leon Weiland, Engineering Paul Heuer, Utilities Tom Struve, Maintenance -/Eric Macbeth, Maintenance Gregg Hove, Maintenance Jim McDonald, Police Department Mark Anderson, Electrical Inspector FROM: Craig Novaczyk, Inspector DATE: July 26, 2007 RE: Plan Review For BOULDER LAKE BUSINESS PARK (BLD. #3) ADDRESS TBD The plans are in our plan review section for your review and comment. Please return this form to my attention with your signed comments within 7 days. Please indicate any concerns you have with these plans and resolve these issues with the affected parties. If you are requesting that issuance of the building permit be held, please submit the proper "hold request"form to me. Comments: Indicate below any fees that are to be collected with the building permit. Amount ❑ Yes ❑ No landscape security required Z o n i n g ? Yes ~ No water quality dedication Meter Size ❑ Yes ❑ No park dedication ❑ Yes ❑ No trail dedication ❑ Y ❑ No tree dedication ❑ ❑ No PR Required Signa re Date CD/Bldg Insp/Forms//Plan Review For REVISED 2-07 r City Eayn I Mike Maguire j MAYOR Paul Bakken 1 August 20, 2007 Peggy Carlson Gyndee Fields Meg Tilley Jason Miller JF Ryan Construction COUNCIL MEMSERS 1100 Mendota Heights Rd. Mendota Heights, MN 55120 Thomas Hedges CITY ADMINISTRATOR RE: Boulder Lake Business Paris, Building 3 Dear Jason, We have completed 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 2006 I.B.C. It is our MUNICIPAL CENTER goal that this review will help you in complying with the applicable codes and we are, therefore, 3830 Pilot Knob Road requesting that the following items be addressed: Eagan, MN 55122-1810 1. All accessible parking access aisles shall be a minimum 96" in width. 502.4.2 2007 651.675.5000 phone MSBC (Chapter 1341) 651.675.5012 fax 2. Per Section 1106.5, 3 vase accessible parking spaces will be required to be identified 651.454.8535 TDD with proper signage. 3. Fire retardant-treated wood sheathing shall be required at location specified in detail IC-A5.0 (603.1-1. 2006 fBC) MAINTENANCE FACILITY 3501 Coachman Point Please feel free to contact me at 6511675-5683 with any questions or concerns you may have Eagan, MN 55122 regarding this letter. 651.675.5300 phone 651.675.5360 fax Sincerely, 651.454.8535 TDD Je J. Craig Novaczyk www.cityoteagan.com Senior Inspector Cc: Craig Hartman Tushie Montgomery Architects 7645 Lyndale Ave. S. #100 THE CONE OAK TREE JCNIce The symbol of strength and growth in our community. , e T U S H I E MONTGOMERY ARCHITECTS n v U 'C C r. rt y August 28, 2007 rt u A J. Craig Novaczyk Building Inspector, City of Eagan , 3830 Pilot Knob Road Eagan, MN 55122-1810 R RE: Boulder Lakes Business Park, Building #3 Plan Review Letter U Dear Mr. Novaczyk, rt C In response to your letter addressed to Jason Miller of RJ Ryan Construction, dated August 20, C 2007, please see the following responses and/or clarifications: a R 1. All accessible parking access aisles shall be a minimum of 96" in width. 502.4.2 2007 MSBC (Chapter 1341) All access aisles shall be revised to the required 96" width within the future Addendum #2. 2. Per Section 1106. S, 3 van accessible parking spaces will be required to be identified with proper signage. The 3 required spaces shall be noted as van accessible with the additional "van accessible" signage as shown within detail #2/L2.1 within the future Addendum #2. 3. Fire retardant-treated wood sheathing shall be required at location specified in detail ICIA5.0 (603.1-1. 20061BC). The plywood at the interior of the parapet walls shall be noted as fire retardant treated wood within future Addendum #2. Mr. Novaczyk, please accept this letter as an acknowledgement that the above issues will be addressed and corrected prior to these construction activities taking place. If all other conditions have been met, I would ask that the building permit for this project be released with the knowledge that Addendum #2 will be issued in the near future to satisfy the above concerns. Sincerely, E'AGAN R EVI E'll" E D &-7 jcxpo Craig Ha an BY _ Project Architect DATE 7 BUILDING INSPECTION vL~y~lt; ~ 9 200. Cc: Jason Miller, RJ Ryan Construction 7645 Lyndale Avenue South, # 100 Minneapolis , Minnesota 55423 612.861 .9636 Fax: 612. 861 . 9632 www.tmiarchitects.com q E 'i A Structural Steel Special Inspection Final Report Boulder Lakes Business Campus Building 111 3000 Ames Crossing Road Eagan, Minnesota Prepared for R.J. Ryan Construction, Inc. Project BL-06-05379E March 18, 2008 Braun Intertec Corporation MAC 0 2pp8 qh~ * 200 Braun Intertee Corporation Phone: 952.995.2000 11001 Hampsh re Avenue S Fox 952.995.2020 ~t~YEr~`Et ti Minneopolis, MN 5,5438 Web. brouninlertec.corr BRAUN INTERTEC March 18, 2008 Project BL-06-05379B Mr. Jason Miller R.J. Ryan Construction, Inc. 1100 Mendota Heights Road Mendota Heights, Minnesota 55120 Re: Structural Steel Special Inspection Procedural and Final Report Submittal Boulder Lakes Business Campus Building III 3000 Ames Crossing Road Eagan, Minnesota Dear Mr. Miller: Please find attached to this procedural report the Structural Steel Special Inspection Final Report for Building III on the Boulder Lakes Business Campus and the supporting Special Inspection Daily Reports. Special Inspection and Testing Procedures The special inspection services were periodically provided by International Code Council (ICC) certified special inspectors in accordance with the requirements of Chapter 1700 of the International Building Code (IBC) and the project plans and specifications. The purpose of special inspections is to provide a review of the contractors work designated by the project structural engineer as needing special inspection under the guidelines of the IBC to determine compliance with the approved construction documents. The special inspector does not have the responsibility or authority to, nor is it the intent of special inspections to have them, judge, or modify the construction documents. Only the structural engineer of record can do this. As the special inspections were completed, a Special Inspection Daily Report was prepared to summarize the results of our inspections and testing. A copy of this report was provided to the contractor's site representative for their review and records. As needed, we also contacted the project structural engineer for additional direction and clarification on specific issues related to the drawings or discrepancies observed. Plans and Specifications The plans and project documents available at the site were used for our inspections. From time to time, we received plan modifications from the structural engineer. When received, these were used to evaluate the work completed in the field. Visual Examination of Field Welds Visual examination of the field welds was conducted in general accordance with American Welding Society (AWS) D1.1-2006, Figure 5.4 and Table 6.1 requirements and the requirements of the project plans and specifications. Bolted Connection Observations Bolted connection observations were conducted to determine if the bolt holes were filled and if the splined end of the tension-control bolts had separated from the body of the bolt. Removal of the splined end is a direct indicator the bolt has been torqued to the minimum snap-off load. At connections where the splined ends were not, or could not be removed, the torque applied to the bolt by the contractor was determined using a hand-held torque wrench. In addition, each connection was observed for fit-up and to determine if the various plies were in contact with one another. Celebrating 50 years of growth through service and trust R.J. Ryan Construction, Inc. Project BL-06-053796 March 18, 2008 * Page 2 Deck Weld Observations Deck weld observations were conducted in general accordance with AWS D1.3-1998, Section 6.0 requirements and the requirements of the project plans and specifications. In addition, the location and the completeness of the side-lap fasteners were observed and evaluated. Ultrasonic Examinations Ultrasonic examinations of the partial and full penetration welded connections 5116 inch or greater were conducted in general accordance with the AWS D1 A- 2004, Section 6, Table 6.2 static loaded criteria and the requirements of the project plans and specifications. General In performing its services, Braun Intertec used that level of care and skill ordinarily exercised by reputable members of its profession currently practicing in the same locality. No warranty, express or implied, is made. Thank you for the opportunity to provide the special inspection and testing services for this project. After review of the attached Special inspection Final Report, if you have any questions or require additional information, please call Dan Graham at 952.995.2524 or Marv Denne at 952.995.2510. Sincerely, BRAUN INTERTEC CORPORATION Daniel P. Graham ICC Certified Special I pector-Structural Steel and Welding Michael M euer, Vice Pre dent-Principal Engineer Attachment: Structural Steel Special Inspection Final Report c: Mr. Greg Bauer; Braun Intertec John Bender, PE; MFRA, Inc. Mr. Joseph Pearce; Nelson, Rudie & Associates Mr. Dale Schoeppner; City of Eagan Inspections Department Mr. Gary Tushie; Tushie, Montgomery & Associates, Inc. StrucSteet - Boulder Lakes Business campus BRAUN NTERTEC Qy1 # 700 Braun Intertec Corporotion Phone: 952.995.2000 11001 Hompshl,e Avenue S Fax: 9.52.995.2020 Mlnneopolis, MN 55438 Web brounintertec.com BRAUN INTERTEC Structural Steel Special Inspection Final Report City of: Eagan, Minnesota Date: March 18, 2008 Attention: Mr. Jason Miller Project: Boulder Lakes Business Campus Building III 3000 Ames Crossing Road, Buildingt III Eagan, Minnesota Braun Intertec Project: BL-06-05379B In accordance with Section 1704 of the International Building Code and the agreed upon scope of services, the required special inspections and testing have been provided for the following items: Bolting. The bolted connections detailed in the attached Special Inspection Daily Reports were observed in general accordance with the requirements of the plans and specifications. There are currently no outstanding or unresolved bolted connection-related issues. Structural Welding. The welded connections detailed in the attached Special Inspection Daily Reports were observed in general accordance with the requirements of the project plans and specifications. There are currently no outstanding or unresolved structural welding-related issues. The deck welding and side-lap fasteners detailed in the attached Special Inspection Daily Reports were observed in general accordance with the requirements of the project plans and specifications. There are currently no outstanding or unresolved decking-related issues. Conclusion Based upon the inspections performed and the attached reports, it is our professional judgment that, to the best of our knowledge, the inspected work was performed and completed in accordance with the approved plans, specifications, structural engineer-provided modifications, and applicable workmanship provisions of the International Building Code. Inspecting Firm: Braun Intertec Corporation 1 hereby certify that this plan, specification or report was prepared by me or under my direct supervision and that I am a duly Licensed Professional Engineer under the laws of the State of esota. Michael M. euer, P ' °a: •9 Vice Pre dent-Prin al Er@pRI • a p il~er HEUERUER, P PE Licens Number: 15571 • 15571 $e March 18, 2008 • Attachments: Special Inspection Daily Reports 1 t'~S4t'1~f~N"~ 1 Report of Ultrasonic Testing of Welds Celebrating 50 wears of growth through service and trust r Page _ of BRAUN SIDRPT I NTE RTEC 13 AVA Special Inspection Dail Report ~ ~ City oft, Report No.: 5 N'~+~C(/ .J 5- WA- I Date of This Report: q-0-7 Project Name: 1, a/ 6QC" :t - 9 C 5"' ct No_: xn' 0 5 37Q Project Address: 3 O Client: 13- 9- SC,%^ Client Project No.: Weather: nL _n Temperature- 3~"aF Type of Inspection: Inspection Coverage: ❑ Continuous ❑ Masonry ❑ Rebor Placement ❑ Foundations ❑ Special Cases /Periodic -10 Welding & Bolting ❑ Concrete Placement ❑ Fireproofing ❑ Piles & Piers ❑ Tendon Placement ❑ Soils Did the architect or engineer authorize changes to city approved plans? Yes ❑ (listed Below) No ❑ De3c{iption and location of work completed: it %X C.~l4.w~u - C~ ~1cL:~ t S~ l tM d+.. 1- S . rte, V%^ t- i 6 X- 3 KJO Q/ - NSO doz - cif I. I.-ed 1'~ JSuv%- KvAt oQ t Assoc a • Are ere any discrepancies no a rom t s day's observations? Yes ❑ No • Are there any outstanding discrepancies on this project? Yes ❑ No S tVtQl~+.h ~ If yes, see attached Summary Sheet. v4e 13 r Vtr apt' 1~ear+sz (o S`I ~`j`I - Ly~Iop To the best of our know a ge, work inspected was done in accordance with the approved plans, specifications and applicable workmanship provisions of the current IBC/UBC, except as noted above. Signed: dDate: l L-4' -,6 -2 Print Full Name: lr~P-()_X1 - I.D. No.: l p"o I i - White copy to Braun Intertec file. Blue copy to Project Site Representative. Providing engineering and environmental solutions since 1957 BRAUN . I NTERTEC Report of Ultrasonic Testing of Welds project - t-~,- os37),i g Report # Weld identification W9- 1 A"t, + Material thickness l~ _ ~ f,( vtl~Art `E-~ X -q 1- y~ } Z- x x Weld joint AWS Y Welding process Quality requirements - table # l-Z'S sv" Remarks m Decibals Discon6nui n ro E c c m o _ Distance ~ C ~ O C (C O t m 7 U Sl N m U O C W 'O 'O } m > m U L E C m R Q c C i c o ° o, C rn w o From From Discontinuity u- ~ a b c d J ¢;b'= 6 Q X Y evaluation Remarks 1 1 ~ r'Q a e't~h ~ ~ h 3 4 5 6 i t3 9 10 11 12 13 14 15 We, the undersigned, certify that the statements in this record are correct and that the welds were prepared and tested in accordance with the requirements of : t,! Section 6, Part F of ANSIIAWS D1.1, { Z tt7q ) Structural Welding Code-Steel. (year) Note_ This form is applicable to Section 2, parts 8 or C (Statically and Cycically Loaded Structures). Do NOT use this form for Tubular Structures (Section 2, Part D). ❑ ANSI{AASHTOIAWS D1.5, ( ) Bridge Welding Code. (Y-r) Test Date < < Manufacturer or contractor L Inspected by Authorized by Date Engineers and Scientists Serving the Built and Natural Environments° g:lgrp W sstsafetplfwrnsHlT-RPn-P65 Page _ of _ SIDRPT BRAUN INTERTEC Special Inspection Daily Report city of C~t,.e Oan Report No.: S % Date of This Report: ~ " V 7 Project Name: 03N d04 bM 614\Akc ~WI4oject No.: Rt "J~O^ d'S 3?q~ Project Address: OrJO Ab*04 4Z,4, ~ t24 , Client: V211r:R1N OG-,.,# Client Project No.: Weather: SVwa~L Temperature: t4 10F Type of Inspection: Inspection Coverage: ❑ Continuous ❑ Masonry ❑ Rebor Placement ❑ Foundations ❑ Special Cases 46 Periodic 41 Welding & Bolting ❑ Concrete Placement ❑ Fireproofing ❑ Piles & Piers ❑ Tendon Placement ❑ Soils Did the architect or engineer authorize changes to city approved plans? Yes ❑ (Listed Below) No ❑ -Qescription and location of work completed: V c o,~•c «pe VAoS-w-ja- k t,.-3ere o4PA,-wt t v% c.1LotA6,-V,4- kAJ .t-L. vJS fl1~~ S2C~ta~•. c' l '-Iy t Zvoq G k%'11 A Y A mfr 3 ~ T Sr 1M w, L" it C/Uv r ` l1-s Ilk ~ VL-% wx 3.. ~o.11t+•. 614.= y~ ' ~ ~ ~r,.~ ~ o.~.[X f 3 ~ ~ 3 - L►~ `Ql~nt~ trJr1C_ • Are there any discrepancies noted from this day's observations? Yes ❑ No • Are there any outstanding discrepancies on this project? Yes ❑ No • If yes, see attached Summary Sheet. To the best of our knowledge, work inspected was done in accordance with the approved plans, specifications and applicable workmanship provisions of the current IBC/UBC, except as noted above. Signed: S7, Date: j Print Full Name: a2AAV-AM 11 I.D. No.: I y t)Q r f:~ White copy to Braun lntertec file. Blue copy to Project Site Representative. Providing engineering and environmental solutions since 1957 BRAUN SM NTE RTEC Report of Ultrasonic Testing of Welds Project aJ~~10r` 0~374'~ Report# ~L, Weld identification V' F -;tee ytn lh2-S `Vk)si!~sue) Material thickness f J2 tavy{ 9!3 1'4- }~iur=tt Y 1-3 fl--,~'Ar3 X + x Weld joint AWS y Welding process Quality requirements - table # lam. y Remarks Decibais Discontinui ~ m E m o _ Distance m c m e ° ;p o v n 0 ~ m ~ m m a o o u rn m 0. m 0 73 42 v 5 2-6 _ C U t C v C m m m 0 C lib 03 > E c c a ~ Q m - From From Discontinuity 13, - S a 3 a b c d -J -2 45 a= o¢ x y evaluation Remarks 2`.x'4 4 3 4 5 6 7 8 9 10 11 12 13 14 15 We, the undersigned, certify that the statements in this record are correct and that the welds were prepared and tested in accordance with the requirements of : Section 6, Part F of ANSIIAWS DiA, Structural Welding Code-Steel. (Year) Note: This form is applicable to Section 2, parts B or C (Statically and Cyclically Loaded Structures). Do NOT use this form for Tubular Structures (Section 2, Part D)_ © ANSIIAASHTOIAWS 01.5, ( ) Bridge Welding Code. (Year) Test Date Manufacturer or contractor L, o inspected by Authorized by Date Engineers and Scientists Serving the Built and Natural Environments° 9-g.oupMsareWf-mur-rpn.p65 Page_ of _ SIDRPT BRAUN I NTE RTEC ~ ~sg:%S: Special Inspection Daily Report City of UGC,0 to Report No.: S ~rUL~WO~ S~ ~3 Date of This Report: I S' O 7 Project Name: J~+- LGS g.+:~~~1nc~^{y?S Project No.: Project Address: 3c>oc7 A v..&f Client. Client Project No.: Weather: PC. Temperature: fl°~ Type of Inspection: Inspection Coverage: ❑ Continuous ❑ Masonry ❑ Rebar Placement ❑ Foundations ❑ Special Cases 14 Periodic J* Welding & Bolting ❑ Concrete Placement ❑ Fireproofing ❑ Piles & Piers ❑ Tendon Placement ❑ Soils Did the architect or engineer authorize changes to city approved plans? Yes ❑ (Listed Below) No ❑ Description and location of work completed: lJ ~-}`''c,~fig n=~- ~ Q.~.~ c~b~y-.la~o,~s ~1r~ nn.~-~~t,►~ - " ~ rte.- cfC r 1. 3 - t n,- y, 3 ^ wQ-\ A v►~•Lu- ~w~~ Liett~+s,_~.'t..^~d: T? O~ ~-Pl l~I~~tOI~Q CotA~lnK c.~^~'~ ~'L2Ql-+ ~6.1'~. tr•* + fk }COIti &yXR * e4SSac+of tI CwvQ(rS a.~• ~iA ~A12SY,, /`2a~ u,Q L3~t d a v hl.z.Ld - • Are there any discrepancies noted from this day's observations? Yes ❑ Nos • Are there any outstanding discrepancies on this project? Yes ❑ No • If yes, see attached Summary Sheet. To the best of our knowledge, work inspected was done in accordance with the approved plans, specifications and applicable workmanship provisions of the current IBC/UBC, except as noted above. Signed: Date: 16 A--- Print Full Name: N'n&`{1n~.~,cy.. I.D. No.: Q~y 5~--95' White copy to Braun Intertec file. Blue copy to Project Site Representative. Providing engineering and environmental solutions since 1957 sRAUNSM I NTE RTEC Report of Ultrasonic Testing of Welds j 17 Project BL-o6- O S 3 ? Report # 3 Weld identification t^,t-^ j' k' •14 X~! Material thickness ij 01~, l . ~ 4,3 X + X Weld Joint AWS ~ Y Welding process _ Quality requirements - table # 5 1,1 We-kneg 1,fa lyZ 20 Remarks m Decibals Discontinui a ro c5 Distance c a c u c _ o E U 16 N > 4a e3 Q U 7 7 w V N 2 m m o 5 L lO V " 't c ci c E c m m < M 73 m'p v C o m c o, y o From From Discontinuity f- LL a b c d Q ;o o Q X Y evaluation Remarks 1 c~ tUo yQ tjo I a L+Ov 2~ 3 4 5 6 T 8 9 10, 11 12 13 14 15 Vie, the undersigned, certify that the statements in this record are correct and that the welds were prepared and tested in accordance with the requirements of : ❑ Section 6, Part F of ANSI/AWS D1.1, [ OOL 1 Structural Welding Code-Steel. (Year) Note: This form is applicable to Section 2, parts B or C (Statically and Cyclically Loaded Structures). Do NOT use this form for Tubular Structures (Section 2, Part D). ❑ ANSI/AASHTO/AWS D1.5, t ) Bridge Welding Code. (Y-) Test Date 07 Manufacturer or contractor Inspected by Authorized by Date Engineers and Scientists Serving the Built and Natural Environmentsa 9:Vwj)slsafe 1onnsWT-Rpn.p65 Page _ of SORPT BRAUN NTE RTEC a1z Special Inspection Daily Report: City of G l-~ Report No.: 1r C `A tr- k t y Dote of This Report: Zl ' 07 Project Name: °l Lc, kA,,% B-A&w Project No.: - ` 011; 's 74R, Project Address: 3%aco A Ny-a-S S SRJASNy~v e-S Client: R T R "CMA Client Project No_: Weather. Temperature: Type of Inspection: Inspection Coverage: ❑ Continuous ❑ Masonry ❑ Rebar Placement ❑ Foundations ❑ Special Cases Periodic E4 Welding & Bolting ❑ Concrete Placement © Fireproofing ❑ Piles & Piers ❑ Tendon Placement ❑ Soils Did the architect or engineer authorize changes to city approved plans? Yes ❑ (Listed Below) No El D~ription and location of work completed: , t A 3 394i-- t" i s n.,.1•~ o~ G ri- ~C 3 St-Y `3 33 No . Y*RMw List tests performed: Are there any discrepancies noted from this day's observations? Yes ❑ No • Are there any outstanding discrepancies on this project? Yes ❑ No • If yes, see attached Summary Sheet. To the best of our knowledge, work inspected was done in accordance with the approved plans, specifications and applicable workmanship provisions of the current 1BC/UBC, except as noted above. IZl-v~ Signed: Date: Print Full Name: I.D. No.. Ly, S- White copy to Braun tnterfec file. Blue copy to Project Site Representative. Providing engineering and environmental solutions since 1957 Page_ of _ SIDRPT BRAUN I NTE RTEC t3 Special Inspection Daily Report .y. City of Report No.: My++ G ~ S~tO ( Date of This Report: 1Zip-) -7 Project Name: RJk aR/tq.V-0 9jA &t^ta Co.* Project No.: g~-` o(o ^ OS 37~ g Project Address: D ooo Aw4s FA - Client: Client Project No.: Weather: S Temperature: l0°~ Type of Inspection: Inspection Coverage: ❑ Continuous ❑ Masonry ❑ Rebar Placement ❑ Foundations ❑ Special Cases Periodic Welding & Bolting ❑ Concrete Placement ❑ Fireproofing ❑ Piles & Piers ❑ Tendon Placement ❑ Soils Did the architect or engineer authorize changes to city approved plans? Yes ❑ (Listed Below) No ❑ Description and location of work completed: t Q ~%Oy \G lade\~ cky" 1t--t%'-S Au~101~ CO tct_vc4 60 C 0\0Vuw11~. ,r: rlZ - - L?Q~i~,an91 i 1 ~ ~ - 3 C ~C„ 1tic~r~•,,~ Q.c.~ cs,ylsL a~ea.l. dust Fo ~ oJ~ ~ec.~ Vi a- LT .I= 03 Z~ 4, sL ~e Af~IA V . rtS~/ • Are there any discrepancies noted from this days observations? Yes ❑ No • Are there any outstanding discrepancies on this project? Yes ❑ No • If yes, see attached Summary Sheet. To the best of our knowledge, work inspected was done in accordance with the approved plans, specifications and applicable workmanship provisions of the current IBC/UBC, except as noted above. Signed: QWA:Zyl~ Date: U,--t-Z-0-7 Print Full Name: I.D. No.: (AS~{c°~4S SS White copy to Braun tntertec file. Blue copy to Project Site Representative. Providing engineering and environmental solutions since 195 % UT-MT BRAUN NTE RTEC Report of Ultrasonic Testing of Welds " ~L'O(o' OS3?~U Report# Weld identification G,--,Lx- 1 '.31 'f L►^+ y' 3 .r Material thickness i Ibe t~ L-M 4 X X Weld joint AWS Y Welding process 4 ~'~dkv.7 J Quality requirements - table # A.A~~ DO Remarks Decibals Discontinuity r o Distance o c Y r E c ° c o ° ° a o Z a o 2 S w £ C e $ m `o o e« c no ° Y Q> m> V V u. m Z a IL CJ °CJ Q =0: w 7 t o Qt 41 *0 a C 6 o A B C D cot Q y D40 :1 in From From Discontinuity 11- Evaluation Remarks q,.1 tNn f+e t e~ w S- 2 t,~e_►Me 'to ~~f 3 4 5 6 7 8 9 10 11 12 13 14 15 We, the undersigned, certify that the statements in this record are correct and that the welds were prepared and tested in accordance with the requirements of Section 6, Port F of ANSI/AWS D1.1, ( 200/1 ( Structural Welding Code-Steel. fy-r) Note: This form is applicable to Section 2, ports B or C (Statically and Cyclically Loaded Structures). Do NOT use this form for Tubular T, K & Y Structures (Section 2, Part D). ANSI/AASHTO/AWS Dt.S, ( 1 Bridge Welding Code. Ir~r! Test Date Manufacturer or contractor L DLO Inspected by Authorized by Date Providing engineering and environmental solutions since 1957 Page _ of - R SIDRPT BRAVA 1 NTE RTEC Special Inspection Daily Report City of q~Co., Report No.: Ci 1 r\-;--O-VX%-1Lt 55~ L (0 Date of This Report: (Lr ~ 1 • o ? Project Name: 8 / Lcs~ (-!i~oject No.: R L--06- Os 3? q B Project Address: 300Z~ A w&Z C~COSC~v e OZ Client: PIT La~- Client Project No.: Weather: Pc- Temperature: Type of Inspection: Inspection Coverage: ❑ Continuous ❑ Masonry ❑ Rebar Placement ❑ foundations ❑ Special Cases 40 Periodic -9 Welding & Bolting ❑ Concrete Placement ❑ Fireproofing ❑ Piles & Piers ❑ Tendon Placement ❑ Soils Did the architect or engineer authorize changes to city approved plans? Yes ❑ (Listed Below) No D~ription and location of work completed: yr2- List tests performed: • Are there any discrepancies noted from this day's observations? Yes ❑ No • Are there any outstanding discrepancies on this project? Yes ❑ No • If yes, see attached Summary Sheet. To the best of our knowledge, work inspected was done in accordance with the approved plans, specifications and applicable workmanship provisions of the current IBC/UBC, except as noted above. Signed: Date: Z `t4''Cf7 Print Full Name: I.D. No.: White copy to Braun Intertec fife. Blue copy to Project Site Representative. Providing engineering and envrrvnmentd sohaions since 1957 Page _ of • SIDRPT BRAUN 1 NTE RTEC Special Inspection Daily Report l L City of Ec~Cr a.~ Report No.: S MV,c.i Wc~r Sr~L p~ 7 Date of This Report: z a d - ~-7 Project Name: ~O V`ae/ (MIAs AM-rt;ftject No.: Off" OS3 a Project Address: 30po At~' Ct-oSS ' Z~ - Client: 'Rt ate-- Client Project No.: Weather: coG- Temperature: Type of Inspection: Inspection Coverage: ❑ Continuous ❑ Masonry ❑ Rebar Placement ❑ Foundations ❑ Special Cases Periodic *Welding & Bolting ❑ Concrete Placement ❑ fireproofing ❑ Piles & Piers ❑ Tendon Placement ❑ Soils Did the architect or engineer authorize changes to city approved plans? Yes ❑ (Listed Below) No ❑ Description and location of work completed: V wSo~,aL v)Q~ t~Si2Wo- 3 gyz6 wQ d ~+n Ck Yk, Awg 161.1 Sec ( ll7~~fp lo,~ Z.~a~l CV ~.i~^ t2- I~n 1~!'4rnrlt X72 K.. '1bo ~ol4~Mh G.~►', K- i Z Fl.,k t} 2 ~C 2- 4 r 3 f k.v. 4.3 List tests performed: • Are there any discrepancies noted from this day's observations? Yes ❑ No • Are there any outstanding discrepancies on this project? Yes ❑ No • If yes, see attached Summary Sheet. To the best of our knowledge, work inspected was done in accordance with the approved plans, specifications and applicable workmanship provisions of the current IBC/UBC, except as noted above. Signed: ~rw~ Date: L ZD-O 7 Print Full Name: ~t~P rj.uky I.D. No.: ~uprey White copy to Braun Intertec file. Blue copy to Project Site Representative. Providing engineering and environmental solutions since 1957 sRau NSM INTERTEC Report of Ultrasonic Testing of Welds Project 9 L- O~.- d~ 3 ,7Q g Report # 7 Weld identification 6 & Material thickness i, T be. L r L t ^Z~L 4~Z X + X Weld joint AWS Y Welding process Quality requirements - table # two _ _ Remarks m Decibals Discontinuity ~ m E :3 m o Distance c m E m O U i m IC - y O. ttl E U C U - w - O U C Ip j m? m V .0 c U 75 o c E c m m m c m rn 5 c y c rn- Q c m s o m, From From Discontinuity LL a b c d J Q -a a-S o¢ X Y evaluation Remarks 2' 3 4 5 6 7 8 9 10 11 12 13 14 15 We, the undersigned, certify that the statements in this record are correct and that the welds were prepared and tested in accordance with the r uirements of : Section 6, Part F of ANSI/AWS D1.1, (L ouq f Structural Welding Code-Steel. (Year) Note: This form is applicable to Section 2, parts B or C (Statically and Cyclically Loaded Structures). Do NOT use this form for Tubular Structures (Section 2, Part D). ❑ ANSIIAASHTOIAWS D1.5, f ) Bridge Welding Code. (Year) Test Date Z d^ J7 Manufacturer or contractor L c wL y Q Inspected by Authorized by Date Engineers and Scientists Serving the Built and Natural Environments° g,%groupslsateWo-%UT-Rprt.p65 • L Page of SIDRPT BRAUN I NTE RTEC Special Inspection Daily Report City of AQco~ Report No.: SV~C~ttL~rw~ nS~22~ Date of This Report: p f g- oB Project Name: 7n4\&4'/ Lc C&5 ~J.+AaILK 5O ,.5 Project No_: bt%a, uS3~g Project Address: 3000 AW. a s IZc% Client: g ~.~o.L► Client Project No.: Weather: DC . Temperature: Type of Inspection: Inspection Coverage: ❑ Continuous 11 Masonry ❑ Rebor Placement ❑ Foundations ❑ Special Cases 49 Periodic 10 Welding & Bolting ❑ Concrete Placement ❑ Fireproofing ❑ Piles & Piers ❑ Tendon Placement ❑ Soils Did the architect or engineer authorize changes to city approved plans? Yes ❑ (Listed Below) NO E] D~ription and location of work completed: ~ n ~►~-5 3f..f 1t~ Uc~rb r n v. k' `5olb Grp Y-1 t_l - Y -t AC-Z !-i ~4r4 y-Z. ,t i - vJ 1.3 Agr,'^' U-3 Cftk •kaoL-~ l0CCH4-, t V3 C'14 List tests performed: ' ~j t h 4C Co rya ~ ~vt, A \.~4- i w" C, "Ca 6. L 2c-AC), t.• ~e~."tom YJQ~V V"eVh • Are there any discrepancies noted from this day's observations? Yes ❑ No • Are there any outstanding discrepancies on this project? Yes ❑ No • if yes, see attached Summary Sheet. To the best of our knowledge, work inspected was done in accordance with the approved plans, specifications and applicable workmanship provisions of the current IBC/UBC, except as noted above. / c Signed: Date: 1 ' 'ot Print Full Nome: `~~ti1A ~Ip,~n I.D. No.: 01 15'- W White copy to Braun lntertec file. Blue copy to Project Site Representative. Providing engineering and environmental solutions since 1957 Page of SIDRPT2 Rev 10/03 BRAUN I NTE RTEC Continuation of Special Inspection Daily Report City of CcKo vt Report No.: S t)~ S~4QQSt~ ~ Date of This Report: 1-0 09 Project Name: ~J/ ~-yl ~y~~~~l~► ~L~IIMNYI- Project No.: ~'O~ OS37 ' Note: This is a continuation of a report. The first page of this report has information which should not be separated from this continuation) - 3 A) 0 le~ti 8QNI~A ~0 To the best of our knowledge, work inspected was done in accordance with the approved plans, specifications and applicable workmanship provisions of the current IBC/UBC, except as noted above. Signed: s~ Date: 0 Print Full Name: I. D. No: 10%)N ag White copy to Braun interfec file. Blue copy to Project Site Representative. Providing engineering and environmental solutions since 1957 t1T-"FtT BRAUN ! N T E RT E C ,3 t Report of Ultrasonic Testing of Welds Project b t0(o D 7 ~-D Report # S Weld identification GV • & $ ^ a 7 ' ki ' 3 + Material thickness 12 oVoFK Fl,~~.,J X - X Weld joint AWS Y Welding process S^-x A tQ Quality requirements - table # A NRS DIrt Stah•v-b '?-uo6I2 Remarks Dedbals Discontinuity 1 Distance .0 O C mC% O Z Q +e°, c a ° Q E 0 d v b ya y CL _O v D a p 2 m m 0 a m Zo z d:J QI C09 X -0 C a _ _ i a m = y m 2 From From Discontinuity J ~ " J A B C D J a a X Y Evaluation Remarks 1 3 4 5 6 7 8 9 10 11 12 13 14 15 We, the undersigned, certify that the statements in this record are correct and that the welds were prepared and tested in accordance With the requirements of : if Section 6, Part F of ANSI/AWS D1.1, ( Z -..*%l ) Structural Welding Code-Steel. tyem Note: This form is applicable to Section 2, ports B or C (Statically and Cyclically Loaded Structures). Do NOT use this form for Tubular T, K 8 Y Structures (Section 2, Part D). 0 ANSI/AASHTO/AWS D1.5, ( ) nod Bridge Welding Code. Test Date p Manufacturer or contractor L.~VL c.rC> Inspected by Authorized by Date Providing engineering and environmental solutions since 1957 Page ` of _ SIDRPT BRAUN I NTE RTEC Special Inspection Daily Report City of a t~tkx^- Report No. S k'XAC V,dJ S61qN sQ Date of This Report: ~ E I ^ Project Name: Q6 'k~f/ Lbk-41 0 ` k 4!.1t*"! Project No..- ^ C~~ J '3y qig Project Address: 3oaa Atfte N CmAra i, % P-~ Client: Client Project No.: Weather: P Temperature: Type of Inspection: Inspection Coverage- El Continuous ❑ Masonry ❑ Rebor Placement ❑ Foundations ❑ Special Cases VFPeriodic 'If Welding & Bolting ❑ Concrete Placement ❑ f=ireproofing ❑ Piles & Piers ❑ Tendon Placement ❑ Soils Did the architect or engineer authorize changes to city approved plans? Yes ❑ (Listed Below) No ❑ Description and location of work completed: r ,t ~~~}t~l wa~~ o~ ~YL1 c~~,r.1 t~ l1Q t~~C►~-. c.?2_~ ~3 Q 2- + Z t 3 i-Zy-~ ~1 t3 o r~- = r ! WQAA wnt r4~c~+~ h~~tt~ - t'~ z. • Are there any discrepancies noted from this daps observations? Yes ❑ No • Are there any outstanding discrepancies on this project? Yes ❑ No If yes, see attached Summary Sheet. To the best of our knowledge, work inspected was done in accordance with the approved plans, specifications and applicable workmanship provisions of the current IBC/UBC, except as noted above. Signed: Date: Print Pull Name: ~'l7ru~r•~- I_D. No- (O%N4C~°K White copy to Braun )ntertec fife. Blue copy to Project Site Representative. - - Providing engineering and environnwnw] soluuons since 1957 UT-RPRT BRAUN I NTE RTEC Report of Ultrasonic Testing of Welds ,;e<t t~ L- o S3?q g Report # Weld identification (~r• lLT # ~ lt.Ot-ao rr~ Material thickness ,X' t'2 tL.~. -L Bo Vo,~►.. X- Z 1-~ vb~"4-~ Ao X -L X Weld joint AWS Y Welding process Stl+tiAZ Quality requirements - table # Z Remarks Decibals Discontinuity o Distance A o C _ 2 c o ~ o a a A Z Q L a o `o m m a► y+ $ c ova o 4 a "a> m> z" -aa r.o -J a Z e r .4Z a ML = IM m C a _c L L m y z H m From From Discontinuity ~ r` A B C D 'r a` G H X ~Y` Evaluation Remarks O qk( 1 rc-t 0 L. Cat 2 s Q~ 4 ) 3 f aA, 4 5 6 7 8 9 10 11 12 13 14 1s We, the undersigned, certify that the statements in this record are correct and that the welds were prepared and tested in accordance with the requirements of : Section 6, Port F of ANSI/AWS DI A, ( 2004 ) Structural Welding Code-Steel. f y-r) Note: This form is applicable to Section 2, ports B or C (Statically and Cyclically Loaded Structures). Do NOT use this form for Tubular T, K 8 Y Structures (Section 2, Port D). ANSI/AASHTO/AWS D1.5, ( ) Bridge Welding Code. Near) i t t 1` O Manufacturer or contractor Test Date Inspected by Authorized by Date Providing engineering and environmental solutions since 1957 Page_ of BRAUN SIDRPT I NTE RTEC Special Inspection Daily Report City of 66-t, Report No.: S2 C ~✓a►~C t tbl o Date of This Report: t - ~ Project Name: L&6-C ~\Atw Project No.: fSe 0( y;-3743 Project Address: 3 o t#w s c yt2imi►I K A- Client.. n-0 9!xew+, Client Project No.: Weather: S.Jv-Temperature: Srot~ Type of Inspection: Inspection Coverage: ❑ Continuous ❑ Masonry ❑ Rebar Placement ❑ Foundations ❑ Special Cases Periodic 40;~OVelding & Bolting ❑ Concrete Placement ❑ Fireproofing ❑ Piles & Piers ❑ Tendon Placement ❑ Soils Did the architect or engineer authorize changes to city approved plans? Yes ❑ (Listed Below) No ❑ Description and location of work completed: i~ f-Ck\~- 0 fy ^e~V►,., t~,t 1 t W- 60 List tests performed: • Are there any discrepancies noted from this dads observations? Yes ❑ No • Are there any outstanding discrepancies on this project? Yes ❑ No • If yes, see attached Summary Sheet. To the best of our knowledge, work inspected was done in accordance with the approved plans, specifications and applicable workmanship provisions of t rrent IBC/UBC, except as noted above. Signed: %r U, Date: V Print Full Name: I.D. No.: ~25q 0 4 'es- White copy to Braun Intertec fife. Blue copy to Project Site Representative. Providing engineering and environmental solutions since 1957 Page of _ BRAUN SIDRPT I NTE RTEC Special Inspection Daily Report City of LA Report No_: S lV'UC f Date of This Report: Z - 2-.y ` 0,R Project Name: a~ L4k&S 5>401 -f Project No.: Project Address_ 1, oo Ayc-S CM'g'i.w IZ-A. Client: Client Project No_: Weather: ~r r Temperature: Type of Inspection: Inspection Coverage: ❑ Continuous ❑ Masonry ❑ Rebar Placement ❑ Foundations ❑ Special Coses Periodic Welding & Bolting ❑ Concrete Placement ❑ Fireproofing ❑ Piles & Piers ❑ Tendon Placement ❑ Soils Did the architect or engineer authorize changes to city approved plans? Yes ❑ (Listed Below) No ❑ Description and location of work completed: e. ova L n~ ~ - FN-~ -t List tests performed: Are there any discrepancies noted from this days observations? Yes ❑ No • Are there any outstanding discrepancies on this project? Yes ❑ No • If yes, see attached Summary Sheet. To the best of our knowledge, work inspected was done in accordance with the approved plans, specifications and applicable workmanship provisions of the current IBCfUBC, except as noted above. Signed: NA~_~ p Date: Print Full Name: I.D. No.:j White copy to Braun lntertec file. Blue copy to Project Site Representative. Providing engineering and environmental solutions since 1957 TUSHIE-MONTGOMERY & ASSOCIATES, INC. PROPOSAL REQUEST #1 PROJECT: BOULDER LAKES BUSINESS PARK, BLDG. III 3000 Ames Crossing Drive Eagan, Minnesota PAGE 1 OF 2 OWNER: Interstate Partners LLC DATE. October 2, 2007 860 Blue Gentian Road, Ste. 175 COMMISSION NO: 207045A Eagan, Minnesota 55121 GENERAL CONTRACTOR: DISTRIBUTION: RJ Ryan Construction Matt Miller - IP 1100 Mendota Heights Road Sirish Samba - MFRA Mendota Heights, MN 55120 Dave Och - NRA ATTN: Jason Miller Terry Lamb - TMA City of Eagan - CITY Submit itemized quotations for each proposed change in the Contract Sum and/or Time for the revisions to the Contract Documents described herein. This form shall be returned for the Architect's review with the total cost change (if any) provided for each item listed below. Upon approval of this Proposal Request, a Change Order will be executed and authorization to proceed will be given. Attachments: Exhibits (8 '/2 x 11): 1, S1.1, S1.2, S2.1, S2.2, S3.2, S4.1, S5.1, S5.2, S7.1, and S7.2 Revised and Reissued Sheets (24 x 36): S6 1.1 Revise the structural design to accommodate contractor proposed revisions and a reduction in construction schedule. SHEET S1, PARTIAL FOUNDATION PLAN: 1) Revise base plate schedule as noted within Exhibit #S1.2 C SHEET S2, PARTIAL FOUNDATION PLAN: Q m 1) Revise base plate schedule as noted within Exhibit #S2.2 SHEET S3, PARTIAL ROOF FRAMING PLAN: 1) Add detail reference #1/36 SIM. as shown within Exhibit f#S3.1 issued herein. [n SHEET S4, PARTIAL ROOF FRAMING PLAN- 0 r71 1) Add detail reference #1IS6 SIM. as shown within Exhibit #54.1 issued herein. SHEET S5, STRUCTURAL DETAILS: 1) Revise detail #8/S5 as shown within Exhibit #S5.1 to reflect light gauge framing information per light gauge framing submittal. 2) Revise detail #8/S5 as shown within Exhibit #S5.2 to reflect light gauge framing information per light gauge framing submittal. SHEET S6, STRUCTURAL DETAILS: 1) Revise details 1 through 6 to indicate metal stud system to be designed by others, including brick support over windows per re-issued drawing sheet S6. r TUSHIE-MONTGOMERY & ASSOCIATES, INC. PROPOSAL REQUEST #1 PROJECT: BOULDER LAKES BUSINESS PARK, BLDG. III 3000 Ames Crossing Drive Eagan, Minnesota PAGE 2 OF 2 SHEET S7, STRUCTURAL DETAILS: 1) Revise detail #6157 as shown within Exhibit #S7.1 to reflect light gauge framing information per light gauge framing submittal. SHEET S7, STRUCTURAL DETAILS: 1) Revise detail #B/S7 as shown within Exhibit #S7.2 to reflect light gauge framing information per light gauge framing submittal. Requested by: Contractor Add / Deduct/ No Change:$ Accepted / Rejected: 1.2 Replace two aluminum entry systems (#300F and #300K) with aluminum storefront to accommodate the tenant's interior design. SHEET A1.1, BUILDING 3, FLOOR PLAN AREA'A': 1) Within drawing #1/A1.1, delete Door #300F and replace with Window Type #6. 2) Within drawing #1/A1.1, delete Door #300K and replace with Window Type #6. SHEET A2.0, DOOR AND WINDOW SCHEDULE: 1) Within the door schedule, delete doors #300F and 300K entirely. Requested by: BDHY Add / Deduct I No Change:$ Accepted / Rejected: 1.3 Provide a recessed floor area within the tenant's space to accommodate a raised floor system within the server room. SHEET A1.1, BUILDING 3, FLOOR PLAN AREA `A': 1) Within drawing #1/A1.1, provide an 18" recessed floor area as noted within Exhibit #1 issued herein. SHEET S1, PARTIAL FOUNDATION PLAN: 1) Revise drawing #1/S1 as shown within Exhibit #S1.1 issued herein. SHEET S2, PARTIAL FOUNDATION PLAN: 1) Add detail #3/S2 as shown within Exhibit #S2.1 issued herein. Requested by: BDHY Add / Deduct I No Change:$ Accepted / Rejected: END PROPOSAL REQUEST #1 Obb 450 / C ~Q 94 yh 18 Sim / n /v 40 / co, \ 5h / C, b8 01 C bg b- 2-3 'Qf 1 PARTIAL FOUNDATION PLAN - BUILDING III I hereby carlify that ihis pion, spww roporf was prepared Si u1e'=+-0" by me or under my direct sa that I am a duly W*N 1110 Licensed Prof Engineer under of the Shh of *ask 5 n JOS PH PEA ME Date 10/09/2007 Reg, No. 19250 DATE: 10/0212007 SHEET Boulder Lakes Building III DMWN: RLS . Eagan, Minnesota CHECKED: DMO S1 1 Nelson-Rudie & Associates, inc. P. R. #1 Structural - Mechanical - EwWcd PROJECTP 07-089-23 r -Ain. FnMn- BASE PLATE SCHEDULE MARK SIZE # / SIZE BOLTS BOTT. PL. ELEV. b1 1 1/2" x 27" x 18" (8)-1 118"0 RODS w/ 3/4"x4"x18" PL's BOT.w/ -01-10" 1 DBL. NUT & WASHER @ 1'-8" EMBED DEPTH. (4-10" @ DRAINS) b2 1 112" x 25" x 16" (8)-1 "0 RODS w/ 314"x4"x16" PL's BOT.w/ DBL. -01-10" 1 NUT & WASHER @ 1'-8" EMBED DEPTH. (-1'-10" @ DRAINS) b3 1 1/2" x 22" x 12" (6)-1"0 RODS w/ 314"x4"x12" PL's BOT.w/ DBL. Al NUT & WASHER @ 1'-8" EMBED DEPTH. (-l'-10" @ DRAINS) b4 1 1/2" x 22" x 12" (6)-1"0 RODS w/ 314"x4"x12" PL's BOT.w/ DBL. -0'-6" 1 NUT & WASHER @ 1'-8" EMBED DEPTH. b5 1" x 14" x 14" (4)-314"0 A. BOLTS -0'-61/2" b6 1" x 13" x 13" (4)-3/4"0 A. BOLTS -0'-101/2" (-1'-10112" @ DRAINS) b7 3/4" x 12" x 12" (4)-3/4"0 A. BOLTS -0'-61/2" cz~' b8 1" x 13" x 13" (4)-314"0 A. BOLTS -2'-41/2" NOTES: 1. ALL THREADED RODS ARE A36 STEEL. I hereby cerlik fhat ffus plan, , or report was prepared by me or and rest s that I am a duly Ikffdsed prof of the Stets of bnm hL Si ne JOS P . P RCE Date 10/0912007 Rea. No. 19250 DATE: 10102!2007 TS Boulder Lakes Building III DRAWN: RLS "2 Eag an, Minnesota CHECKED: 13M0 Nelson-RUdle & Associates. Inc. Strucural - Mecanica - Ew&al 7. R. # PROJECT 07-0$9-23 ('Honda- Fnninaaw (+0,-00) SEE ARCH. FOR SIZE & LOCATION OF RECESS SLAB. a 1-1 1 I i - CONT. 2x3 KEYWAY. 1 ¢ (-1'-6") 1 Q 9 a a ° 4- I I co 10 3 RECESS SLAB DETAIL S2 NO SCALE SEE SHEET S1 I hereby certify fhat fth plan, , or raped was prepared by me or and direct sa nd #d t am a duly S. Lioenaed of the state of Omsk -row J EP .P RCE Date 10/09/2007 Reg. No. 19250 Boulder Lakes Building III DATE: ~oio2J2o07 SHEET DRAWN: RLS S2 Eagan, Minnesota CHECKED: NO Nelson-Rodie & Aswdates, Inc P. R. ! 5Woiural-Meohaniod-BwWcel PROJECT* 07-0$9-23 r u - ti-- BASE PLATE SCHEDULE MARK SIZE # 1 SIZE BOLTS BOTT. PL. ELEV. b1 11/2" x 27" x 18" (8)-1 118"0 RODS w/ 314"x47x18" PL's BOT.w1 4-10" 1 DBL. NUT & WASHER @ 1'-8" EMBED DEPTH. (-1'-10" @ DRAINS) b2 1 112" x 25" x 16" (8)-1"0 RODS w1314"x4"x16" PL's BOT.wl DBL. -0'-1019 1 NUT & WASHER @ 1'-8" EMBED DEPTH. (-l'-10" @ DRAINS) b3 11/2" x 22" x 12" (6}1"0 RODS w/314"x4"x12" PL's BOT.w/ DBL. -01-10" 1 NUT & WASHER @ 1'-8" EMBED DEPTH. (4-10" @ DRAINS) b4 11/2" x 22" x 12" (6)-1"0 RODS w/ 314"x4"x12" PL's BOT.w/ DBL. -01-6" 1 NUT & WASHER @ 1'-8" EMBED DEPTH. b5 1" x 14" x 14" (4)-314"0 A. BOLTS -0'-6112' Z b6 1" x 13" x 13" (4)-314"0 A. BOLTS -0'-10112" (-1'-101!2' @ DRAINS) V 314" x 12" x 12" (4}314"0 A. BOLTS -0'-6112" b8 1" x 13" x 13" (4}-314'0 A. BOLTS -2'-41/2" NOTES: 1. ALL THREADED RODS ARE A36 STEEL. I hereby w14 W this plan, , or report was p cared by me or u rest so ihd t am a duy tined Pro wer of 16 911111 Of Signed JOSEP .P CE Date 10/09/2007 Reg. No. 19250 DATE: 10102!2007 IS Boulder Lakes Building III DRAwN: Rl.s Eag an, Minnesota CHECKED: DMa Nelson-Rudle & Associates, Inc. P. R. #1 SUucturel - Machan ca -Electrlcef PROJECT M 07-089-23 r a rlnn Fnnlnw ra {T 1 Nw _Q ° m r WCW*l co I I 2 W21 x44 W1 835 0 3-1 IL P SLOPE SL PE o C-) 0 20, 4 a ~ R.O. 21-0112) I R.O. >19 +aj +20'-10 a 2KS T.a t ~ UST x ~ C4 07 +.i Q CV rJJ p ~ N Cpl C.D N-Gn ~l~-ry" + V L ~I C7 4^1 _ x 6 W2455 W21 T.B.E. (+22'-0") TY . AT GRID 04-1". GG~J~~ z c C U) S3 1 PARTIAL ROOF FRAMING PLAN - BUILDING III z $3 1116"= V-0" I he* ceft that this plan, n, or report was prepared by me or u rest supe , and that I am a duly lased prof laws of the Sink of WINE la. n OS P .P RCE Date 10/09/2007 Reg No. 19250 DATE: 1010212007 SHEET rEagan, Lakes Building III DRAWN: RLS Minnesota CHECKED: DMO ~71 Nelson-Rudis &Associates. Inc. Structural - Mechanical - i3ectiical PROJECT 07-089-23 r .ul~~ Fry,l~~ / ~0 lO~s / / Q Al f o,' pF O 4? L ~N7~X67 C+• ,A CPO t' ~~.V` G• BRG. PL. 44 x 112"x10"x10" 1p'~c-:b v A BRG. PL. f \ 1/2"x10"x10" 39AA l~,y PARTIAL ROOF FRAMING PLAN - BUILDING III I rUN S4 iM6° = r-o• oRTtf 1 hereby r ffiat this plan, spwMgd% or report was prepared by me u direct sum' ' ihal I am a duly licamed Prof of b Stale of i6mesk ned JOSE H . P CE pate 10 09 2001 Reg. No. 19250 DATE: 10/02/2007 SHEET Boulder Lakes Building III DRAWN: RLS Eagan, Minnesota CHECKED: DMO S4.1 Nelson-Rudle&Associates, Inc. P.R. #1 Structural - Me*anical - Electrical PROJECT #F: 07-089-23 lkmatltknn Fnnin,wu GRID -77 SEE ARCH. FOR 60OS162-54 @ 16"o.c. SEE DETAIL 9/S5 FOR CMU VEENER DETAIL BELOW WINDOWS. I SEE PLAN GROUT TOP 8" BLOCK SOLID I III I - - 600T162-54 CONT. w/ 145 CANT. - 112"0 A. BOLTS a@ 4'-0"o.c. (6" EMBED w/ HK.) PROVIDE #5 @ 4'-0"o.c. EXTEND UP (2) 10-16 TEKS/3 BUILDER TO WITHIN 11/2" FROM SCREWS AT EA. STUD. 1'- 6" TOP OF BLOCK. SEE ARCH. FOR SEE PLAN = INSULATION. ~4 SEE PLAN FOR ° - FTG. SIZE & REINF. 4 ° L, 3" CLR. TYP. $ TYPICAL EXTERIOR WALL DETAIL S5 NCI SCALE , or report was prepared I hereby imp that ff by me or urder that I am a duly Noosed the Sieie of hiraneS& n JOSE]RHA . P RCE q. No. 19250 Date 10/09(2007 Re DATE: 10!02!2007 SHEET Boulder Lakes Building III DRAWN: RLS Eagan, Minnesota CHECKED: DMO Nelson-R"die&Associates,Inc. P.R. #1 Stwwral • Mechanical • i]e ftW PROJECT * 07-089-23 60OS162-54 @ 16"o.c. ATTACH 600T162-43 CONT. SPLICE AT CHANNELS STUD TO EACH CHANNEL w112-24 ONLY. ATTACH TO STUDS wl (2)10-16 TEKS/3 TEKS15 SCREWS. LOCATE (2) AT SCREWS TYP. TOP & BOTTOM. TOP AND REMAINING AT 80o.c. N SEE ARCH. _ PROVIDE DBL. STUDS BACK TO BACK, SCREWED TO CHANNEL AT TOP TRACK SPLICES. C3 x 5 x 4'-0" (3'-4" @ SIM.) @ 4'-0"o.c. wl (2)112"0 60OT162-54 BTWN. CHANNELS i x 0'-4" STUD BOLTS. LOCATE AT REINFORCED w/ 112"0 ANCHOR BOLTS AT EACH BLOCK CORE. BREAK OUT WEBS OF BLOCK AS SIDE OF CHANNEL, 6" EMB. SEE 8/S5. i REQ'D. M SEE ARCH. FOR SEE PLAN GROUT TOP 8" STONE VEENER. u~ - 1=1I BLOCK SOLID i °}-1 I-1 I- c 1-#5 CONT. g #5 @ 4'-0"o.c. EXTEND UP TO WITHIN 1 112" FROM -0" TOP OF BLOCK. SEE PLAN FOR INSULATION SEE ARCH. SEE PLAN FOR 3" CLR. TYP. iA1 FTG. SIZE & REINF. 9G TYPICAL WALL SUPPORT DETAIL BELOW EXTERIOR WINDOWS S5 NO SCALE I hereby cu* that this plan, s ' , or repart was prepared by me or un ireef su and that I am a duly BMW of td ft of Mhusk Si ed JOS M. CE Date 10/09/2007 Reg. No. 19250 101021 2007 SHEET LEagan, akes Building III (DATE-' ---1 RLS nnesota CHECKED: DMO S5.2 Nelson-Rudie & Associates, Ina Struotural - Mecha nical - 9ectricW PROJECT 07-089-23 r eulenn Fvdneere 6" SEE ARCH. WELD DECK TO ANGLE @ 6"o.c. 3116 2 METAL ROOF DECK. SEE ARCH_ SEE PLAN. St~P L21/2 x 2112 x 1/4 CONT. w/ 12-24 TEKS15 SCREWS 112„ C8. SEE PLAN. AT EACH STUD. SEE PLAN SEE ARCH. 3116 2 600S162-43 STUDS @ STEEL BEAM. 16"o.c. w1600T125-43 TOP & BOTTOM w/ (2) 10-16 SEE PLAN. TEKS/3 SCREWS AT EACH STUD. a\_~ 6 DETAIL S I NO SCALE I hereby aeriiiy W ihls plan, , a report was prepared by me or under d1md su fw I am a duly Bmwd Wqfivd 'near under of b Stale of Wffmta. Si and J PH . P RCE Data 10109/2001 Reg.lfo. 19250 LEagan, akes Building III DATE: 1010212007 SHEET DRAWN: RLS nnesota CHECKED: DMo Nelsm-Rudle8Amdates,Inc, Stu rel-MechanM-Sw kl al PROJECT 07-089-23 r n rlnr,n Fnrd- ' r METAL ROOF DECK. SEE PLAN. (SLOPES) C8 CONT. SEE PLAN. SEE ARCH FOR BRICK. 600S162-54 STUDS @ 16"o.c. wl 600T125-54 TOP & BOTTOM wl (2) 10-16 TEKS/3 SCREWS AT EACH I I STUD. 11'-0" I ~ i I I I L6 x 4 x 5/16 (LLH). FIELD WELD TO SEE ARCH. I I COLUMN. (+17'-8") METAL ROOF DECK. C8 CONT. 1 SEE PLAN. SEE PLAN. 8 DETAIL S7 NRSCALE I hereby oertlfy that ft plan, n, or report was prepared by me or under red su , and that I am a duly U w,W Prot laws of the State of tinneaota nod 12T, PRCE Date 10/09/2007 Rog. No. 19250 DATE: 10102/2007 SHEET Boulder Lakes Building 111 DRAWN: RLS ~~,2 Eagan, Minnesota CHECKED: DMO Nelson-Rudle&Associates, InC P.R. #1 Structural - Machanical - EJe*A PROJECT 07-089-23 r Oflnn ~ SEP.24.2B7 11:48AM TUSHIE MONTGOMERY NO. 169 P. 1 = T,O: RJ RYAN =Lm (rrpm 7645 Lyndale Avenue South, Suite 100 Minneapolis, Minnesota 55423-4084 612.861.9636 Fax:612.861.9632 WWW _ Tmiarchiteets - com T U S H I E MONTGOMERY FAX TRANSMITTAL ARCHITECTS To: Jack Gro6du Date: 9-24-07 Pi Ryau Predea Number: 207045 Project Name: Boulder Lakes Business Park Phone: rax: 651-681-0235 WE ARE SENDING YOU TOTAL PAGES: 6 THE FOLLOWING ITEMS: Q PRINTS ❑ SPECIFICATIONS ID SHOP 1)F A,WINGS ® OTHER COPIES DATE NO.SHTS DESCRIPTION 1' 8.8-07 2 Addendum #1 1 9-12-07 3 Addendum #2 ® FOUR USE Q AS REQUESTED ❑ PSYIE W. COMMENT El APPROVAL ❑ PMSDUIr 0 DISTRIBUTION TO OTHERS REMARKS: Jack, These are the only two addendu= we have issued for the Boulder Lakes Bldg. #3 p2pject. - - - COPY TO: File FRONt Craig Hartman Kindly notify ass if you have any questions or coucc= regarding this mnsmittd. SEP.24.2W 11:48AM TNSHIE MONTGOMERY NO. 169 P. 2 BOULDER LAKES BUSINESS PARK ADDENDUM NUMBER ONE Eagan, MINNESOTA SECTION 00900 TUSHIE MONTGOMERY ARCHITECTS PAGE 1 OF 1 ADDENDUM NUMBER. ONE: August 8, 2007 COMMISSION NUMBER. 207045A OWNER: Interstate Partners LLC PROJECT, Boulder Lakes Business Park, Buildings #1 and #3 850 Blue Gentian Road, Ste. 175 Eagan, Minnesota Eagan, Minnesota 55121 GENERAL CONTRACTOR: TEAM DISTPJBUTION, R.J. Ryan Construction Incorporated Matt {Diller Owner 1 COPY 1100 Mendota Heights Road Mendota Heights, WAN 55120 Sarish Samba MFl~,4 1 COPY Attn: Jack Grotkin DaVid Och NRA 1 COPY Terry Lamb TMA 1 COPY To all bidders on the subject project, the Contract Documents are modiffted as follows: The following additions, deletions, corrections or clarifications are hereby made to the contract documents dated July 16, 2007. These items herein take precedence over items in the contract documents, which they modify or supplement. This addendum includes this (1) one page of architectural addendum information and attachments as listed below: Attachments: Architectural (1) One 24"x 31Y Drawing Sheet Sheet, 1-4.1 PART 1-ADDITIONS, DELETIONS, REVISIONS AND CLARIFICATIONS TO DRAWINGS: A. SHEET L4.1, L1014TING PLAN: I . This Sheet shall be deleted in its entirety and replaced with the new Sheet 1-4.1, which has been revised and reissued and attached vAth this Addendum. The lighting plan has been revised to meet the City of Eagan's lighting requirements. B. SHEET A3.0, EXTERIOR ELEVATIONS: 1. Within the Exterior Finish Schedule, add the material, 'BRICK SOLDIER COURSE" with the description, 'BELDEN, SEA GRAY VELOUR A, UTLITY SIZEA. This shall revise the brick soldier course to be a contrasting color to the field brick. END OF ADDENDUM PR1NTM: $AM07 -11'.13 AM m Few =W-77. MIM _e_rr~••.. =r_a cacIgl x#•+~ i V g K I B L . ~.:r.1.`~~~ru`~ t4oNaGaIAaRY v s~ 4i_r A R C H I T glg Cy~ T S off iml Lj~ -1 no lox 3 ~ A ~.x~~~. J~y~ is'1 J~~ _ ^ !si "A-- p- A i ria ITTI .J J •••F 'I}r• U3 ii. JJa JI J Jaa iJ a J.+• is 7 ~ 1"'rl las Jl 1 JJ J J IJ ,JIJA IJa AN A JJJ J J fs' ,I'a /a■ JJ a J•J • ■ iJJ SA JA lY : ••~~+r..swra~ ra- J! J aJ7 JJJ JJ aaJ 1 Jr LT•Za~"^^~•~ as isJ r rl s+Jlaar rar sJ o ~ ~ ~ Ill Ja ■ J aJJ .sill} Js J r }a■ J aJ 7J F JJ.iJJJ JJJ J a f a J J a J l ++J % A I J a a 7 J + ! 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JJ]AJJIiaf JJf JiJ1 'Adc I' . ii _ q` OLicOL tJ1 G1rdr /A~ \O T LWIITM PLAN _Ie1~G4RINC PLAN (DEN ~ t>J SEP. 24. 2607 11,'49AM TUSHIE MONTGOMERY NO, 169 P. 4 BOULDER LAKES SUSINESS PARK ADDENDUM NUMBER TWO Eagan, MINNESOTA SECTION 00900 TUSHIE MONTGOMERY ARCHITECTS PAGE 1 OF 2 ADDENDUM NUMBER TWO' September 12 , 2007 sa COMMISSION NUMBER: zv7o46A OWNER: interstate partners LLG PROJECT: Boulder Lakes Business Park, Building #3 860 Blue Gentian Road, Ste. 175 Eagan, Minnesota Eagan, Minnesota 55121 GENERAL CONTRACTOR: -7-TM- DISTRIBUTION: R.J. Ryan Construction Incorporated Matt Miller Owner 1 COPY 1100 Mendota Heights Road Sarish Samba MFRA 1 COPY Mendota Heights, MN 56120 NINA 1 COPY Attn: Jack Grotkin David Ooh Terry Lamb TMA 1 COPY City of Eagan City 2 COPIES To all bidders on the subject project, the Contract Documents are modified as follows: The following additions, deletions, corrections or clamcations are hereby made t4 the contract documents dated July 16, 2007. These items herein take precedence aver items in the contract documents, which they modify or supplement. This addendum includes these (2) two pages of architectural addendum information and attachments as listed below: Attachments: Exhibits (1) One 8112° x'11" Exhibit - #1 Civil Drawing (21) Twenty-one 24- x Sheets 38 Sheets - C2-C22 Architectural (3) Three 24' x 36° Drawing Streets Sheets - 1-1.1, I_.1.2, A2.0 PART 7-ADDITIONS, DI=LETIONS, REVISIONS AND CLARIFICATIONS TO DRAWINGS: A. SHEETS C2 - C22, CIVIL DRWINGS: 1. Revise drawing shuts 02 - C22 as shown within the attached re-issued sheets. B. SHEET LIA, SITE PLAN: 1. Within drawing #11L1.1, revise the accessible parking access aisles to be min. 86" wide as shown on the reissued sheet 1-1.1 issued herein. Also revise the site design per the civil engineer. PRINTED: 911712007 -1:37 PM ,SEP. 24. 207 ' 11.'49AM TUSHI E MONTGOMERY NO. 169 P. 5 BOUNDER LADES BUSINESS PARK ADDENDUM NUM13ER TWO Eagan, MINNESOTA $ECTION 00900 TUSHIE MONTGOMERY ARCHITECTS PAGE 2 OF 2 G. SHEET L1.2, SITE PLAN: 1. Within drawing #31L1.2, revise the accessible parking access aisles to be min. 96" wide as shown on the re-Issued sheet 0.2 issued herein. Also revise the site design per the civil engineer. D. SHEET L2.1, SITE DETAILS: 1. Revise drawing #211_2.1 as per Exhibit #1 issued herein. Provide s "flan Accessible," sign to all Accessible Parking Spaces adjoining a 96° access aisle. E. SHEET A2.0, DOOR AND WINDOW SCHEDULE, WALL. TYPES: 1. Within the Aluminum Frames detail and window types 1, 2, 3, and 5, delete the T-0' aluminum break metal and one vertical mullion. The remaining mullions and glass areas have been re-spaced equally within the original frame size. See reissued sleet A2.0 issued herein. F. SHEET A3.0, EXTERIOR ELEVATIONS= 1. Within the Exterior Finish Schedule, revise the EIFS material description as follows: Brand- Senergy Color: #3052 -'Cardamom" Finish: Classio l finish G. SHEET A5.0, WALL- SECTIONS.- 1. Within detail 91 CIA5.0, Revise the note °50 Treated Plywood," to read #518" Fire Treated Plywood." END OF ADDENDUM #2 PRINTED: RK2120Q7 -1:37 PM SEP. 24. N07 11 ~'49AM TUSHIE MONTGOMERY coov,TNO. 169mostE1P. 6,so m-ING. METAL SIGN W/ LETTERING AS INDICATED PANDICAr' PAP,r,ING ON L-Y VEH1CL 1! ID RFOUIRM) up To $200 FINE VERIFY AMOUNT OF FroR VIOLATION FINE WITW BUILDING/ ZONING OFFICIAL ACCESSIBLE PROVIDE VAN ACr-EBSI5LF 51GN ON ALL SPACES ADJACENT TO AN a' ACCESS A15LE 0 L -2" 01A. STEEL POST (PAINT) i f! I I 1 I I I 11 ~ ~I ! I- NOTE- COMPLY WITH REQUIREMENTS OF PARAGRAPH 502.7- IDENTIFICATION OF CHAPTER 1341 MINNE50TA ACCES51BILITY CODE OF THE MINNESOTA SPATE BUILDING CODE AS MODIFIED IN TW- JULY 10, 2007 PANDiCAP SIGN NOT TO SCALE 2 ADDENDUM #2, Boulder Lakes Building lil Eagan, Minnesota M O N G M E R Y t-project hange By- 1 ,~r~ ■ ARCI~ITECTS Date- 9/12/07 ~-s Nurnipar: 207045A 514 EET AFFECTEID EX'NIB1T NO. L2-1.dgn 9/12127135:24 PM 7645 Lyndale Avenue South, Suite 100 Minneapolis, Minnesota 55423-4084 612 .861 .9636 Fax: 612. 861. 9632 www . tmiarchitects . corn T U S H I E MONTGOMERY TRANSMITTAL ARCHITECTS To: City of Eagan Date: 10/23/07 3830 Pilot Knob Road Project Number: 207045A Eagan, MN 55122-1897 Project Name: Boulder Lakes Business Park Bldg. 3 Attention: Craig Novaczyk Phone: Fax: WE ARE SENDING YOU VIA: ❑ Fax - Total Pages: ® U.S. Mail ❑ Messenger ❑ Hand Delivery ❑ Overnight Delivery THE FOLLOWING ITEMS: ❑ PRINTS ❑ SPECIFICATIONS ❑ SHOP DRAWINGS ® OTHER COPIES DATE NO.SHTS DESCRIPTION 2 A.S.I. #1 ® YOUR USE ❑ AS REQUESTED ❑ REVIEW AND COMMENT ❑ APPROVAL ❑ BIDS DUE ❑ DISTRIBUTION TO OTHERS REMARKS: =Ar'A1 f 110/ t 7007 COPY TO: File FROM: Craig Hartman Kindly notify us if you have any questions or concerns regarding this transmittal. i 7645 Lyndale Avenue South, Suite 100 Minneapolis, Minnesota 554234084 612. 861 . 9636 Fax: 612. 861.9632 www . tmiarchitects . com T LT S H I E MONTGOMERY A.S.I.#1 ARCHITECTS Architect's Supplemental Instructions Project No.: 207045 Project Name: Boulder Lakes Business Park Building #3 Distribution: ® DAVE BARTZ-IP ❑ SIRISHSAMBA-MFRA ❑ OTHER ® JASON MILLER-RJR ® CRAIG NOVACZYK--CITY ❑ OTHER ® DAVE OCH-NR ❑ OTHER ❑ OTHER The following Architect's Supplemental Instructions shall be included in the work of the Contract Documents without change in the Contract Sum or Contract Time. Description: 1.1 REVISE THE STRUCTURAL DRAWINGS PER THE FOLLOWING: SHEET S3 - PARTIAL ROOF FRAMING PLAN - BUILDING III 1. Revise joist spacing at expansion joint at grid Q to match detail 13/S6. See attached sketch S3.2. SHEET S4 - PARTIAL ROOF FRAMING PLAN - BUILDING III 1. Revise joist spacing at expansion joint at grid Z to match detail 13/S6. See attached sketch S4.2. END OF A.S.I. #1 Attachments: 53.2, 54.2 (8 %2" x 11") Issued By: Craig Hartman Date: 10/23/07 Page 1 of 1 -3 ,r2~x~E I b m P co N yaps + cn v ux+ o S ° n 1 ° EXP. JT. co cn r0~ I I°~ I i~ I I 2~ w '0 k -R O * r11 (/1 CA ~I Q to o j 24)(68 M.C. M.C. W24x68 M.C. C. 1N24x68 M.C. _ R LOPE YSLOPE x SLPE +21'- 12" +21' 112e +221- 112" 7 0 7 j 56 w S6 m c"`„ n 5fi r'~ c"'„ b PARTIAL ROOF FRAMING PLAN - BUILDING III Q S3 1118" = 1'-0" I hereby ce" fat thle plan, or report was preporod by me or u direct and fhaf I am o duly lilx~ed of the State of MBmer & . St J08 P M.P C Data 1011!12007 R4 No. 19250 DATE: 10110007 SHEET Boulder Lakes Building III DI~Awr1: RLs Eagan, Minnesota CHECKED: DMO X73.2 NeluWtude a Assoclatm, Inc. A. S. I . #'I PRO,fECT 07-089-23 ('-wdal -1Aeahanka! -Hadrloel CadHrn Fminwne k . Y z AA ra . 30'-0" 39-0" 301-0" 21'-8" -6" W-6" 9" 1" EXP. JOINT a~ { ti W24x55 W 4x76 W2445 W16x26 V 3'-8° h~O g 4'-8" 4'-8" 71- 4" 4" B-P q9 4t - o { 28K8SP STL. JOIST 4t 0 @ 5 -0 o.c. MAX. p fi A4/, U c W24x55 W24x55 W27x84 (+21'-5"} ca (+21'-5°) (+21'-5") 30" - i - fix? 78~~ 28K7 STL. JOIST Q - - Q '-0"o.c. MAX r - 1 X +21'-2") R.O. ci + . (~~R 0 W9dv*.ri 4N9dvfiti lAl'?dVRR f 3/ 1 PARTIAL ROOF FRAMING PLAN - BUILDING III g4 114$" =1'-0" r77 :bWy hereby cerH4 that this plm, spec , or repot} ros p pff d me or dhad sups b% that I am a duly d Prof der of the Sab of lisnesk S . P CE Q J TY 07 7 Reg. No. 19250 Dote 8 20 Boulder Lakes Building III DATE: DRAWN: 10/18/2007 RW 7S4.2 Eagan, Minnesota CHECKED: DMO Nelson-Rudle&A"sod°te°,Inr- SW*ral • W • PROJECT 07-089-23 f1rno 10- Frdnoern - 7645 Lyndale Avenue South, Suite 100 Minneapolis, Minnesota 554234084 612. 861 . 9636 Fax: 612. 861.9632 www . tmiarchitects . com T U S H I E MONTGOMERY A.S.I.#7 ARCHITECTS Architect's Supplemental Instructions Project No.: 207045 Project Name: Boulder Lakes Business Park Building #3 Distribution: ® DAVERARTZ--IP ❑ SIRISHSAMBA-MFRA ❑ OTHER ® JASON MILLER-RJR ® CRAIG NOVACZYK-CITY ❑ OTHER ® DAVE OCH-NR ❑ OTHER ❑ OTHER The following Architect's Supplemental Instructions shall be included in the work of the Contract Documents without change in the Contract Sum or Contract Time. Description: 1.1 REVISE THE STRUCTURAL DRAWINGS PER THE FOLLOWING: SHEET S3 - PARTIAL ROOF FRAMING PLAN - BUILDING III 1. Revise joist spacing at expansion joint at grid Q to match detail 13156. See attached sketch S3.2. SHEET S4 - PARTIAL ROOF FRAMING PLAN - BUILDING III 1. Revise joist spacing at expansion joint at grid Z to match detail 131S6. See attached sketch S4.2. END OF A.S.I. #1 Attachments: S3.2. S4.2 (8 V2" x 11 Issued By: Craig, Hartman _Date: 10/23/07 Page 1 of 1 ~ ~2~x6aC s~ I F o o Ma x s b~ ~Op~ + cn o I I ~ v ra ~ 9 7 ~ oa 1" EXP. JT. cn 4-2 0 co n 2 K p m O cm k ~ v f O 47 V" 0. x 24x68 M.C. M.C. XW24x68X M.C. .C. KW24x68X M.C. _ R LORE +21'- /2" SLOPE 112" SL+2Y21 12 IZ'~ 1 7 0 v 7 PO L S6 w S6 rn w A S6 w I !0 b PARTIAL ROOF FRAMING PLAN - BUILDING III 1116"= V-0" 1 hffa4 wffy that m plan, or report we pp W I me or Im diced and that I am a duly l1amd Pfaf dim" of Iitu" S JOS M. P Date 10/18/2007 Reg. No. 19250 . DATE: 1Q118f20Q7 S. Boulder Lakes Building III DRAWN: RLS . Eagan, Minnesota CHECKED: DMO Nelson-Rudle & A®sodatm, Inc. stm*rw•Meohe"-Eectical PROJECT#: 07-089-23 r+ n.aaM aNI_ c r + Y Z AA -3 ro 30'-0" 301-0" 30'-0" -6" 19'-6" ` '-6" EXP. JOINT W24x55 W 4x74!-8" W24x55 W16x26 ti 3'-8" ~o 74-8" 7'- ' a 4" 4" Q a + 28K8SP ST L. JOIST' cv y N o @ 5'-0"ox. MAX. o \ \ 1 3'-8" U W24x55 W24x55 W27x84 (+211-50) U (+21'-5") (+21'-5") ti 30" - I _ 1AC 28K7 STL. JOIST a a o+ - @ '-0"O.c. MAX \ " N I \ r +21'-2') + +21'-2" _ R.O. CU ( 0 - a/ W)dvrri 0:0 W9dvr%R W9dvir, O i Q 1 PARTIAL ROOF FRAMING PLAN - BUILDING III LAN OR1ti 1/16"= V-w I hereby eerlfy that Ide plan, s o or ropod woe prepared by me or andor direct sups o% ihat I am a duly lteeneed of fm Sink of liiaweato. Q O EPH P CE Dale 10/18/2007 Reg. No. 19250 Boulder Lakes Building III DATE: 10118!2007- SHEET DRAWN: KS Eagan, Minnesota CHECKED DMO S4"2 . s"wows uate a~"ms ma A.S.I. #'I PROJECT# 07-089-23 r 2007 COMMERCIAL BUMDING PERMIT APPLICATION ; . City Of Eagan 3830 Pilot Knob Road, Eagan Mn 55122 Telephone # 651-675-5675 ' sr Plans are considered public information unless you state they are trade secret and Wl hy. • Structural Plans (2) sets • Soils Report (1) • Architectural Plans (2) sets • Civil Plans (2) • Certificate of Survey (1) • Code Analysis (1) • Certificate of Survey (1) * Structural Plans (2) • Project Specs (1) • Code Analysis (1) " • Architectural Plans (2) sets • Key Plan (1) • Project Specs (1) ra HVAC units req'd, on bldg elev.I site plan * Master Exit Plan (1) ' • Spec Insp & Testing Schedule (1) . Civil Plans (2) • Energy Calculations (1) not always- • Solis Report (1) • Landscaping Plans (2) • Elec. Power & Lighting Form (1) not always- • Meter size must be established • Code Analysis (1) • Meter size must be established-if applicable • Energy Calculations (1) • Emergency Response Site Plan (1) j I • Spec. Insp. & Testing Schedule (1) ) j * Electric Power & Lighting Form (1) J j Project Specs (1) ) j ■ Master Exit Plan (1) ) • SAC determination -call 651-602-1000 • SAC determination - call 651-602-1000 • SAC determination - * Fire Stopping Submittals • Fire Suppression/Alarm Form O • Meter size must be established Call MN Dept of Health at 651-2014500 for details regarding food & beverage or lodging facilities. * * Contact Building Inspections to see if it is required and for a sample. 49 * * * Permit for new building or addition will not be processed without Emergency Response Site Plan. 0P Date 2- Construction Cost -~Jy Wd Site Address QQ~ An-es cIO s; * w 2 Unit/Ste # Tenant Name S y j Fo er Tenant Name 1, j d Description of Work 7~ co, inJk6o-" Life~ not4 Property Owner Z.k tt l~~rr Telephone L ,G Applicant is: _ Owner !ti Contract r Contact ( QZ Contractor ra ~+trr►S t"' A Address M AI A is City o State / AI Zip ~ Telephone # (to! 9t) +81- 0 2- 490 Arm ngr ,-l Registration # 2./G0!7 Address 7~ WG ri 4 ~ City ~4q State MA( Zip ~ Telephone # (JSZ 0 P4 .0-11V !W AlawI` zJC!V ' Licensed plumber Installing new sewerlwater service: V02!5 (AM - 09? 7 hone (1110 Wr 47 & it -9 Oil, rl hereby apply for a Commercial Building Permit and acknowledge that the informatio 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; 1 understand this is not a permit, but only an application for a permit, and work is not to start without a permit; that the work will be in accordance with the approved plan in the case of work which requires a review and approval of plans. zos QM Itrier . JAC. Applicant's Printed Name pplicant's Signature t DO NOT WRITE BELOW THIS LINE } Sub Types ❑ 01 Foundation ❑ 26 Public Facility ❑ . 30 Accessory Building ❑ 14 Apartments V 27 Commercial/Industrial ❑ 32 Ext Alt Apartments ❑ 15 Lodging ❑ 28 Greenhouse ❑ 34 Ext Alt-Commercial ❑ 25 Miscellaneous ❑ 29 Antennae ❑ . 35 Ext Alt-Public Facility ❑ 37 Nail Salon Work Types ❑ 31 New 35 Int Improvement ❑ 38 Demolish (Interior) ❑ 44 Siding ❑ 32 Addition ❑ 36 Move Bldg. ❑ 42 Demolish (Foundation) ❑ 45 Fire Repair ❑ 33 Alteration ❑ 37 Demolish (Bldg)* ❑ 43 Reroof ❑ 46 Windows/Doors ❑ 34 Replacement `Demolition Building - Give PCA handout to applicant Valuation 1140 ~b~p--- Type of Const Width Plan Rev 100% ✓ 25% Occupancy _ MCES System SAC Units Zoning City Water Nbr. of Units Stories I Booster Pump Nbr. of Sldgs Sq. Ft PRV Fire Sprinklered ('3P) Length Required Inspections Footings (new bldg) Fireplace R.I. _ Air Test Final Footings (deck) 7 Insulation Footings (addition) Sheetrock Foundation Final/C.O. _ Drain Tile _ Final/No C.O. Driveway Apron _ Other _ Roof _ Ice Pr V Decking Insul _ Final . Pool _ F.tgs_ _ Air/Gas Tests _ Final ✓ Framing Siding ^ Stucco Lath . Stone Lath _ Final Windows Final CIO Inspection: Schedule Fire Marshal to be present. V Yes _ No Approved By: Planning CWJCV-- Building Inspector Base Fee 7 $~to •7 S Surcharge loG 0 • s-o Plan Review -4f ! 1 . toy SAC-MCES SAC-City O o SIW Permit SIW Surcharge Treatment Plant' o • Financial Guarantee Treatment'Plant (Irrigation) Storm Sewer Trunk A Park Dedication Sewer Lateral Sewer Trunk I Trail Dedication Street Water Quality Water Lateral Water Trunk Water Supply & Storage (WAC) Other 1 Total b 0 415, ~ r DO NOT WRITE BELOW THIS LINE ' SUB TYPES: ❑ Foundation ❑ Public Facility ❑ Accessory Building ❑ Apartments Commercial / Industrial ❑ Ext. Alteration-Apartments ❑ Lodging ❑ Greenhouse O Ext. Alteration-Commercial ❑ Miscellaneous ❑ Antennae ❑ Ext. Alteration-Public Facility ❑ Nail Salon WORK TYPES: ❑ New Interior Improvement ❑ Siding ❑ Demolish Building* ❑ Addition ❑ Move Building ❑ Reroof ❑ Demolish Interior ❑ Alteration ❑ Fire Repair ❑ Demolish Foundation ❑ Replacement ❑ Windows ❑ Water Damage ' Demolition (entire building) -give PCA handout to applicant DESCRIPTION: Valuation b0 DDO' Occupancy 8 ' S MCES System Plan Review ✓ Code Edition ZOGG SAC Units_ (25% 100% Zoning City Water J~ Census Code Stories Booster Pump # of Units V Square Feet 71) f PRV # of Buildings Length Fire Sprinklers V NFt>W /3 Type of Const. Width REQUIRED INSPECTIONS Footings (new bldg) Sheetrock Footings (deck) Final/C.O. Footings (addition) Final/No C.O. Foundation HVAC Drain Tile Other: Roof: -Ice & Water -Final Pool: -Footings Air/Gas Tests -Final Framing Siding: -Stucco Lath -Stone Lath -Brick Fireplace:-R.I. Air Test -Final Windows Insulation Retaining Wall Final C/O Inspection: Schedule Fire Marshal to be present. ✓ Yes - No Reviewed By: Building Inspector Reviewed By: , Planning COMMERCIAL FEES: Base Fee Surcharge (o (o D • 60 Plan Review / / . 89 SAC-MCES SAC-City o D S/W Permit Financial Guarantee SMI Surcharge Storm Sewer Trunk Treatment Plant G Z/ o . s.a Sewer Lateral Treatment Plant (Irrigation) Street Sewer Trunk Park Dedication Water Lateral Trail Dedication Other Water Trunk Water Quality Water Supply & Storage (WAC) Total Page 2of3 ` Metropolitan Council Environmental Services August 22, 2007 Dale Schoeppner Building Official City of Eagan 3830 Pilot Knob Road Eagan, MN 55122 Dear Mr. Schoeppner: The Metropolitan Council Environmental Services (MCES) Division has determined SAC for the Staywell to be located at Boulder Lakes Business Park, Building 3 - 3000 Ames Crossing Road within the City of Eagan. This project should be charged 9 SAC Units, as determined below. SAC Units Charges: Office 44,869 sq. ft. @ 2400 sq. ft./SAC Unit 18.70 Meeting/Training 2890 sq. ft. @ 1650 sq. ft./SAC Unit 1.75 Production 4800 sq. ft. @ 7000 sq. ft./SAC Unit 0.69 Warehouse 7824 sq. ft. @ 7000 sq. ft./SAC Unit 1.12 Lockers (with showers) 38 lockers @ 14 lockers/SAC Unit 2.71 Total Charge: 24.97 Credits: Office/Warehouse (070731A6) 69,030 sq. ft. x 30% @ 2400 sq. ft./SAC Unit 8.63 69,030 sq. ft. x 70% @ 7000 sq. ft./SAC Unit 6.90 Total Credit: 15.53 Net Charge: 9.44 or 9 The business information was provided to MCES by the applicant at this time. It is the City's responsibility to substantiate the business use and size at the time of the final inspection. If there is a change in use or size, a redetermination will need to be made. If you have any questions, call me at 651-602-1378. Sincerely, . Jessie Nye SAC Technician Environmental Services Division JN:kb: 070822A3 3 zoo7 Aur, ~ cc: S. Selby, MCES Carolyn Krech, Finance, Eagan Jason Miller, RJ Ryan Construction www.metrocouncil.org 390 Robert Street North • St. Paul, MN 55101-1805 • (651) 602-1005 • Fax (651) 602-1477 • T Y (651) 291-0904 An Equal Opportunity Employer For Office Use a they. I I I Permit t City of EaEdii Permit Fee: 3830 Pilot Knob Road I :2 IL Eagan MN 55122 ~ Date Received: I Phone: (651) 675-5675 i I Fax: (651) 675-5694 I Staff: I I 2008 FIRE SUPPRESSION SYSTEMS " "PERMIT APPLICATION* Date: 1 Z 6 9 Site Address: ~OQ0 ~S &055 f rl Tenant: R(I Gwt 4 t 44 t Suite PROPERTY OWNER Name: Phone: Address / City / Zip: Applicant is: Owner Contractor TYPE OF WORK Description of work: QI'o~A% 11«t~S OE~ &(S+itiS N4+ / t tw Construction Cost: Ali 00(3, 00 Estimated Completion Date: ~t1at CONTRACTOR Name: 414% A6 M& & Sor►.Nkl fi t0 License (009- i VAecl1 3~ ( /eA K Aft City: 1 • Pa j State: M N Zip: 53•!3D Phone: GS(- S5•t'323 7 Contact Person: A6w%'*, Se (-%44A.( FIRE PERMIT TYPE WORK TYPE Sprinkler System of heads _ New _ Fire Pump _ Addition Standpipe _XAlterations _ Remodel Other: Other: DESCRIPTION OF WORK: X Commercial Residential Educational FEES $50.50 Minimum (includes State Surcharge) OR Contract Value $ ZI OOO. 00 x1% - $ 210.00 Permit Fee - If Permit Fee is less than $1,000, surcharge is $.50. Ztn • SO - If Permit Fee is > $1,000, surcharge increases by $.50 for each = $ State Surcharge $1,000 Permit Fee (i.e. a $1,001-$2,000 Permit Fee requires a $1.00 surcharge). 210 • Sy $ TOTAL FEE 3/4" Displacement Fire Meter - $183.00 $ Fire Meter $ Z Io•SO TOTAL FEE *Requirements: 2 complete sets of drawings and specifications, cut sheets on materials and components to be used I hereby apply for a Fire Suppression System permit and acknowledge that the information is complete and accurate; that the work will be in conformance with the ordinances and codes of the City of Eagan and ith the Minnesota Building/Fire Codes; that I understand this is not a permit, but only an application for a permit, and v~ is, not t 'itq~ al r . that the work will be in jc(ordan with the approved plan in the case of work which requires a review and approval Iat. a ~~JJ h x so Iwti. l 2009 x Applicant's Printed Name Appli 's igna re 3u)o Aivt&s FOR OFFICE USE REQUIRED INSPECTIONS Hydrostatic Flow Alarm Drain Test Rough In Trip Pump Test Central Station Final Conditions of Issuance: Permit Reviewed Date: / y.. r - - - - - - - - - - - - - - - - - For Office U/se Permit* City of Eap Jt I Permit Fee: W'- e I 3830 Pilot Knob Road I Eagan MN 55122 j Date Received: I Phone: (651) 675-5675 I I Fax: (651) 675-5694 I Staff: t t-----------------I 2009 COMMERCIAL BUILDING PERMIT APPLICATION Date: 1 /7 /--e Site Address:' Tenant Name: (Tenant is: V'New / Existing) Suite M Former Tenant: PROPERTY OWNER Nam Phone: Address / City / Zip: J~~Q' ~1"~ J ~R.~C_,► Applicant is: Owner Contractor TYPE OF WORK Description of work: 6 Construction Cost: '0042' CONTRACTOR Name:~.1~N~•C~!'~zy License Address: 1,4=~Q +M~,.•r~s City: t0rMUabC'9C04 State w1. Zip: ' _ (oS/-3GS= 7M7 r, m Phone: Contact Person: ARCHITECT / Name: Registration Z~loCY' ENGINEER j~ Address: a0( l l~ City: 466, wts State4V". Zip: ~~aS S EP 0 ± 2009 Phone.4%S - jff? - jOth Contact Person:. 411115v-1 3 Licensed plumber installing new sewer/water service: VOA Phone M. NOTE: Plans and supporting documents that you submit are considered to be public information- Portions of the information may be classified as non-public if you provide specific reasons that would permit the City to conclude that the are trade secrets. I hereby acknowledge that this information is complete and accurate; that the work will be in conformance with the ordinances and codes of th City of Eagan; that I understand this is not a permit, but only an application for a permit, and work is not to start without a permit; tha he work will be in accordance with the approved plan in the case of work w ch requires a review and approval of plans. X Applic nt's Printed N e pplic is Signatu Page 1 of 3 DO NOT WRITE BELOW THIS LINE SUB TYPES Foundation _ Public Facility _ Accessory Building _ Apartments _ Commercial / Industrial _ Exterior Alteration-Apartments _ Lodging _ Greenhouse / Tent _ Exterior Alteration-Commercial Miscellaneous Antennae Exterior Alteration-Public Facility WORK TYPES New interior improvement Siding _ Demolish Building* Addition _ Exterior Improvement Reroof _ Demolish Interior Alteration _ Repair Windows Demolish Foundation Replace _ Water Damage Fire Repair _ Salon Owner Change Retaining Wall *Demolition of entire building - give PCA handout to applicant DESCRIPTION Valuation 9?T5,-000 Occupancy MCES System -F--~ Plan Review Code Edition Vd0f /N SS C-- SAC Units (25%_ 1000/ Zoning- City Water Census Code Stories t Booster Pump # of Units Square Feet 34, 92/ PRV T # of Buildings Length Fire Sprinklers Type of Construction Width REQUIRED INSPECTIONS Footings (New Building) SSheetrock Footings (Deck) V-Final / C.O. Required Footings (Addition) Final / No C.O. Required Foundation HVAC Drain Tile Other: of: _Decking -Insulation -ice & Water -Final Pool: -Footings -Air/Gas Tests -Final goaming Siding: _Stucco Lath -Stone Lath -Brick Fireplace: -Rough In -Air Test -Final Windows Insulation Retaining Wall Meter Size: Erosion Control Final C/O Inspection: Schedule Fire Marshal to be present: ✓ 'Yes No Reviewed By: L• , Building Inspector Reviewed By: , Planning COMMERCIAL FEES Base Fee Water Quality Surcharge Water Supply & Storage (WAC) Plan Review Storm Sewer Trunk MCES SAC -1-4) a, °04 000.00 Sewer Trunk City SAC S"0 i~• po ,SDD. oo Water Trunk S&W Permit & Surcharge - Street Lateral Treatment Plants6 79!r Street Treatment Plant (Irrigation) Water Lateral Park Dedication Other: Trail Dedication Water Quality TOTAL#.:2 L~ola2,g Page 2 of 3 September 18, 2009 Dale Schoeppner Building Official City of Eagan 3830 Pilot Knob Road Eagan, MN 55122 Dear Mr. Schoeppner: The Metropolitan Council Environmental Services (MCES) Division has determined SAC for the Alliance One to be located at 3000 Ames Crossing Road within the City of Eagan. This project should be charged 5 SAC Units, as determined below. SAC Units Charges: Office 22515 sq. ft. @ 2400 sq. ft./SAC Unit 9.38 Meeting Room 3290 sq. ft. @ 1650 sq. ft./SAC Unit 1.99 Lockers 32 Lockers@ 14 Lockers/SAC Unit 2.29 Total Charge: 13.66 Credits: Boulder Lakes Business Ctr Bldg 3(9/07) 36308 sq ft x 30% @ 2400 sq ft /SAC Unit 4.54 36308 sq ft x 70% @ 7000 sq ft / SAC Unit 3.63 Total Credit 8.17 Net Charge: 5.49 or 5 The business information was provided to MCES by the applicant at this time. It is the City's responsibility to substantiate the business use and size at the time of the final inspection. If there is a change in use or size, a redetermination will need to be made. Please keep in mind that on January 1, 2010 our SAC credit rules will change. Visit the SAC section of the Council website to learn more. If you have any questions, call me at 651-602-1118 or email karon.cappaert@metc.state.mn.us. Sincerely, i Karon Cappaert SAC Technician Environmental Services Division KC:090918A2 Determination expiration: September 18, 2011 cc: J. Nye, MCES Peggy Fleck, Eagan Ron Blum, RJ Ryan Construction (email) For Office UseC~' /I 4 City of Eapn ;Permit 3830 Pilot Knob Road I Permit Fee: 3C/ ,vim I Eagan MN 55122 I I Phone: (651) 675-5675 I Date Received: J o~ I Fax: (651) 675-5694 I I j Staff: t-----------------I 2009 COMMERCIAL PLUMBING PERMIT APPLICATION Date: Site Address: 19y)olas 5Si 12" V Tenant: joA e-- Suite M PROPERTY Name: Phone: OWNER CONTRACTOR Name: 26SS -r4i lr` - 4 Xr 441'^4 License Address: / -`1-6 llokoZd ✓City?J-4~a~ ~ State: _111~1!1/Zip: Jr,"t1_l Phone: ~G~ zl~r~7 Contact Person: o ~'Z TYPE OF New Replacement _ Repair - Rebuild Modify Space Work in R.O.W. WORK - Description of work: PERMIT TYPE COMMERCIAL New Construction Modify Space Irrigation System yes / _ no) RPZ PVB) • Rain sensors required on irrigation systems • Avg. GPM (2" turbo required unless smaller size allowed by Public Works) Meters Call (651) 675-5646 to verity that tests passed prior to picking up metes Domestic: Size & Type Fire: Size & Price 3/4" meter 203.00 Avg. GPM High demand devices? _Yes No Flushometers _Yes No COMMERCIAL FEES: $50.50 Minimum (includes State Surcharge) OR Contract value $ ~to~Ud 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 Permit Fee (i.e. a $1,001-$2,000 Permit Fee requires a $1.00 surcharge). _ $ y State Surcharge Following fees apply when installing a new lawn irrigation stem. $ Water Permit Call the City's Engineering Department, (6 7 - o-q~►nts. D LJ V $ Treatment Plant S E P 14 2009 $ water supply & Storage $ State Surcharge TOTAL FEES $ e~0 1 hereby acknowledge that this information is complete and accurate; that the worts will be in conformance with the ordinances and codes of the City of Eagan; that I understand this is not a permit, but only an application for a permit, and work is not to start without a permit; that the work will be in accordance with the approved plan in the case of work which requires a review and approval of plans. x US S x ~ 0" Applicant's Printed Name Applica 's Signature FOR OFFICE USE Approved By: Date: Required Inspections: _X~U`nder Ground Rough-In %'-Air Test Gas Test _)/_F inaI PRV Required: Yes No Page 1 of 3 _ 11 For Office Use Permit#: I U j City of Eaflan c1 E S E y 4 209 Permit Fee: 3830 Pilot Knob Road , Eagan MN 55122 Date Received: Phone: (651) 675-5675 Fax: (651) 675-5694 I Staff: - - - - - - - - - - J 2009 - - 2009 MECHANICAL PERMIT APPLICATION Date: e7' Site Address: . s A e"g- ' Cr e 5 S' Tenant: Q cs tr Suite RESIDENT/ OWNER Name Phone: Address / City / Zip: CONTRACTOR Name: A i (c. , eye e_ ,i.,a,,,, ; c, e, L,, :t&n e., License Address: 14 l le- City: d State: An,J Zip: S_r? `l 4 C, c 1 t Cr V?_ - `i q Phone: Z " 3 Lf 3 9 ri Contact Person: C,4,%, f -T-,-e-r. TYPE OF WORK New Replacement Additional Alteration Demolition (f lt/ )-4 7 S -i 9: 4;11~ y I/ , 57 le 4A 4$'No, A -rrA e., --P 0 L.n..a V ~ - 71, - NOTE. Bath roof mounted and ground mounted mechanical equipment is required to be screened by City Code. Please contact the Mechanical Inspector or one of the Planners for information on permitted screening methods. PERMIT TYPE RESIDENTIAL COMMERCIAL Furnace _ New Construction Interior Improvement _ Air Conditioner Install Piping Processed _ Air Exchanger _ Gas Exterior HVAC Unit Heat Pump _ Under / Above ground Tank Install / _ Remove) " When installing/removing tank(s), call for inspection by Fire Other Marshal and Plumbing Inspector RESIDENTIAL FEES: $50.50 Minimum Add-on or alteration to an existing unit (includes $.50 State Surcharge) $90.50 Fire repair (replace burned out appliances, ductwork, etc.) (includes $.50 State Surcharge) $ TOTAL FEE COMMERCIAL FEES: 7 J~,6_-fix 1% $70.50 Underground tank installation/removal OR Contract Value $ $50.50 Minimum (includes State Surcharge) $ 'r 3 (oS ~ 60 Permit Fee - If Permit Fee is less than $1,000, surcharge is $.50. If Permit Fee is > $1,000, surcharge increases by $.50 for each State Surcharge $1,000 Permit Fee (i.e. a $1,001-$2,000 Permit Fee requires a $1.00 surcharge). $ ) 3 (o TOTAL FEE I hereby acknowledge that this information is complete and accurate; that the work will be in conformance with the ordinances and codes of the City of Eagan; that I understand this is not a permit, but only an application for a permit, and work is not to start without a permit; th the work will be in accordance with the approved plan in the case o work which requires a review and approval of plans. Applicant's Printed Name Applicant's Signature FOR OFFICE USE Reviewed By:. _ ~ Date: Required Inspections -Under Ground Y'Rough in Air Test Gas Service Test _in-floor Heat 4fFinal Exterior HVAC Screening Inspection Use BLUE or BLACK Ink . t _ I Ft)r.;:Offi~gl7s~ I Permit City of Eaed~ ; Permit Fee: 3830 Pilot Knob Road i I Eagan MN 55122 Date Received: ; Phone: (651) 675-5675 I I Fax: (651) 675-5694 1 Staff: ; 2009 FIRE SUPPRESSION SYSTEMS PERMIT APPLICATION* I Date: I [ (~i Site Address: r S Tenant: T -t_1 ikjL 1(-9 OA-z Suite M PROPERTY OWNER Name: hLt,tAW06 c>m lA1G- Phone: (QS1 2-SS -2tY 9 Address (City /Zip: '717 GOB S f (!D 1t 2102 ~~W PA Applicant is: Owner )4 Contractor TYPE OF WORK Description of work: VANQ, f IL 1s► 4 CLEW S,YS i M_111 S :11 RU Construction Cost: '%.6L-) Estimated Completion Date: ~12 CONTRACTOR Name: WAP !Al FAaC eM1PkAQjT Lo . License #::s 00 (a Address: 40 r AWi n E WaY City: SAjAT Ma. State: 6.1- Zip: :3S1*P Phone: _UoSl) Contact Person: ( Mi g # ? FIRE PERMIT TYPE WORK TYPE Sprinkler System of heads New _ Addition _ Fire Pump _ Standpipe _ Alterations _ Remodel Other: _ Other: DESCRIPTION OF WORK: Commercial Residential Educational FEES $50.50 Minimum (includes State Surcharge) OR Contract Value $x 1% = $ S " 7 Permit Fee - If Permit Fee is less than $1,000, surcharge is $.50. - If Fee is > $1,000, surcharge increases by $.50 for each 5 D State Surcharge $1,000 Permit Fee (i.e. a $1,00142,000 Permit Fee requires a $1.00 surcharge). $(na.3~ TOTAL FEE 3/4" Displacement Fire Meter - $203.00 $ Fire Meter $ TOTAL FEE *Requirements: 2 complete sets of drawings and specifications, cut sheets on materials and components to be used I hereby apply for a Fire Suppression System permit and acknowledge that the information is 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 in accordance with the ap rove n in the case of work which requires a review and approval of plans. x_Hvg (rlt a Q (1_A_r 2 x Applicant's Printed Namen Ap gnalure CALL BEFORE YOU DIG. Call Gopher State One Call at (851) 454-0002 for protection against underground utility damage. Call 48 hours before you intend to dig to receive locates of underground utilities. wwlierstateonecall.org FOR OFFICE USE REQUIRED INSPECTIONS .Hydrostatic Flow Alarm Drain Test Rough in Trip' Pump Test Central Station Final Conditions of Issuance: Permit Reviewed Date: / J Use BLUE or BLACK Ink For Office Use I Permit City of EaEd~ Permit Fee: '17,60 3830 Pilot Knob Road m I _ I Eagan MN 55122 1 Date Received: Phone: (651) 675-5675 I 7 1 I I c Fax: 676-5694 Staff: (651) I 2009 MECHANICAL PERMIT APPLICATION Date: a I Site Address:`` Tenant. ( Suite M RESIDENT I OWNER Name: A t a-t) C.-C Phone: Address / City / Zip: CONTRACTOR Name: r License#: Address: rl j C U Al DCity: St te: Zip: Phone: Q~ontact Person: ' 'w t TYPE OF WORK 1 New Replacement Additional Alterati ~ Demolition Description of work: CI1 i1 n NOTE: Roof mounted and ground mounted mechanical equipment is required to be screened by City Code. Please contact the Mechanical Inspector for information on permitted screening methods. RESIDENTIAL COMMERCIAL PERMIT TYPE Furnace New Construction _ Interior Improvement _ Air Conditioner Install Piping _ Processed Air Exchanger Gas j-1, ~-j _ Exterior HVAC Unit _ Heat Pump _ Under I Above grog d Tank Install 1 _ Remove) " When installing/removing tank(s), call for inspection by Fire Other Marshal and Plumbing Inspector RESIDENTIAL FEES: $50.50 Minimum Add-on or alteration to an existing unit (includes $.50 State Surcharge) d0_ $90.50 Fire repair (replace burned out appliances, ductwork, etc.) (includes $.50 State Surcharge) $ TOTAL FEE COMMERCIAL FEES: $70.50 Underground tank installation/removal OR Contract Value $ x1% $50.50 Minimum (includes State Surcharge) C) U Permit Fes - If ermit Fee s less than $1,000, surcharge is .50. -if ee is > $1,000, surcharge increases b 50 for each _ _ $ _ -ircharge $1,000 Permit Fee (i.e. a $1,001-$2,000 Permit Fee requires a $1.00 surcharge). - $ 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. j _ > I hereby acknowledge that this information is complete and accurate; that the work will be in conformance with the ordinanpee~ and codes of the City of Eagan; that I understand this is not a permit, but only an application for a permit, and work is not to start without a permit; thatft work will be in accordance of work which requires a review and approval of plan with t approved plan t in the / case (t X t~y1 tN l i i Applicant's P nted Name Applicant's Si ture 14 FOR OFFICE USE 7Ga7sService ie d By: _ Date: / d Required Inspections: -Under Ground _ Rough In -Air Test Test in-floor Heat Final Exterior HVAC Screening Inspection SEVERSON,SHELDON, DOUGHERTY & MOLENDA, P.A. SUITE 600 7300 WEST 147TH STREET APPLE VALLEY, MINNESOiA 55124-7580 (952) 4323136 TELEFAX NUMBER (952) 4323780 E-MAIL bauertQseversonsheldon.com T0: John Gorder, Assistant City Engineer FROM: Robert B. Bauer, City Attorney elg_? DATE: September 5, 2008 RE: Eagan Heights, LLC Conservation Easement - Easement No. 1145 Temporary Cul-De-Sac Easement - Easement No. 1146 Our File No. 206-26443 John, Enclosed for the City's records, please find the following original documents: 1. Conservation Easement dated August 14, 2008 and recorded with the Dakota County Recorder on August 26, 2008 as Document No. 2609984 (Easement No. 1145); and 2. Temporary Cul-De-Sac Easement dated July 23, 2007 and recorded with the Dakota County Recorder on August 26, 2008 as Document No. 2609985 (Easement No. 1146); ? eS q Ke (orJ' F4. bPquyr) ? r_--?--- ,, - ? ? skL'1?, 1- _'?p;,=C. ? ?•? T J ? fy' ?C '(a C It'l:i(ft' ? » rtfFrs?-.e?ve?. ?n;+«-S?VrS, . ? . ) P ; lb? e- ?f, a, t-, f'f.._ 0'? ` T_ ? 2609985 Reeeipt#: 74413 ? ABSTRACT FEE $46 DO IIII II I IIIIII I I III I II I I? 11.13.11AM 8126/2008 8y. PLP, DePuly Retum W. SEVERSON 91ELOON OOWNERTY EiAI ? 7300 WEST 197TH STREET Joel T. Beckman County Recorder ? STE 600 APPLE VALLEY, MN 55124 Dakota County, MN ..? t' n? TEMPORARY CUL-DE-SAC EASEMENT This Tersporary Cul-de-3ac Eeasement is nlade this 2 5day of ul 2007, between EAGAN HEIGHTS, LLC, a Delawaze limited liability company, he ein referred to as "Landowner" and the City of Eagan, a Minnesota municipal corporation, organized under the laws of the State of Minnesota, hereinafter refened to as "City". WITNESSETH: That the Landowner, in consideration of the sum of One Dollaz and other good and valuable consideration, the receipt and sufficiency of which is hereby aclmowledged, does hereby grant and convey unto the City, its successors and assigns, a temporary easement for cul-de-sac purposes over, under and across the following described premises, situated within Dakota County, Minnesota, to- wit: That part of the South Half of the East Half of the Southeast Quarter of Section 1, Township 27, Range 23, Dakota County, Minnesota lying within the circwnference of a circle having a radius of 60.00 feet, the center of said circle is described as follows: Commencing at the Southeast comer of the Southeast Quarter of the Southeast Quarter of Section 1, Township 27, Range 23, Dakota County, Minnesota; thence on an assumed bearing of South 89 ;n degrees 54 minutes 25 seconds West, along the South line of said il h( Southeast Quarter of the Southeast Quarter, a distance of 750.27 feet; thence North 00 degrees OS minutes 35 seconds West a distance of 505.90 feet; thence northerly a distance of 366.08 feet along a tangential curve concave to the west having a radius of 540.00 feet ::.. and a central angle of 38 degrees SO minutes 32 seconds to the center of said circle. ? Said temporary easement to expire upon the future extension of Ames Crossing Road. See also Exhibit "A" attached hereto and incorporated herein. The grant of the foregoing temporary easements for cul-de-sac purposes includes the right of the City, its contractors, agents and servants to construct, reconstruct, inspect, repair and maintain a roadway and appurtenances over, under, across and through the premises, to erect and maintain signs in conjunction with the public's use of said roadway and appurtenances and any signs erected in conjunction with the use of the roadway and appurtenances. And the Landowner, for itself and its successors and assigns, does covenant with the City, its successors and assigns, that it is well seized in fee of the lands and premises aforesaid and has good right to grant and convey the easements herein to the City. IN TESTIMONY WHEREOF, the Landowner has caused this easement to be executed as of the day and yeaz first above written. EAGAN HEIG TS, LLC, aware limited liabiliry comp/ p ? By: Its: STATE OF MINNESOTA) )ss. COUNTY OF DAKOTA ) The foregoing instrument was acknowledged before me this 2-'??day of ?zoo7, bY C? rcc?vi,? ?1.?t? ? the '?ta?? al`?.rc? _ of EAGAN HEIG S, LC, a Delawaze liability company, on behalf of the limited liability company. Notary Public NARENJRYAN Naury PubGt Minnesaa My Camm ExDaes Jan $1. 200 2 APPROVED AS TO FORM: r-f`7- rS. 4-. City Attorney's Office Dated: 5? li8la? APPROVED AS TO CONTENT: Qtx? Pu ic Works Department Dated: ? -23- o -7 THIS INSTRUMENT WAS DRAFTED BY: SEVERSON, SHELDON, DOUGHERTY & MOLENDA, P.A. 7300 West 147th Street, Suite 600 Apple Valley, MN 55124 (952) 432-3136 RBB: 206-26443/Easement 1146) NOT TO SCALE r1? ??--'---? ? i i ? \ Y \ I t / \\ .r?wsrrw_ ri?iw?siiaan =? _ _ Iy?IY_ r aµ?i¢t[q?a I ? I 4• ? \ \i ? ,-e -PRaFJaT)D o I ? ` ca+s?rsucmv d41R!! ? ^ \ 60 Ff. R.idl/5 - ? I / 1 '__ i V'• ? ov AR 3b+?ti.?a WW ' `~ "p4 " m .? VM ; \ ? qx ° ? 15 I EXHIBIT ?? ° . c?ovruvur C w a wa ? -- S ? ? sw.oe ? g , s CS.A.H. No. 26 Y(LONE OAK (m.) ? ?- ?- e- _n N88'S{'25'E 1379.83 C.S.A.H. N0. 26 (LONE oAY. RG.) b _ ? i, i w i ' ` I , i ? I E16?IIi 11111?EA Engineering - Plonning • Surveying n?s Boulder Lakes Business Park p„„, 1IBOOxM A?e N, SW(e ]M City of Ea9an %?"'O1?u' ?""m'?O'?? Dokoto County, IAinnewta W. 5/31,W7 °"?; ?j??6 Tushie Montgomery ?^"ae HD" f+? ?;= EXHIBIT FOR TEMPORARY CONSlRUC110N EASEMENT Aocrevee Hor+ Anodale; Ma uriu ? cosi Use BLUE or BLACK Ink City , For Office Use I Permit I c~ l of Eatdfl I Permit Fee: &01 l 3830 Pilot Knob Road I I Eagan MN 55122 ~ Date Received: -11511 , Phone: (651)675-5675 Fax: (651) 675-5694 Staff: - - - - - - - - - - - - - - - J 2013 COMMERCIAL PLUMBING PERMIT APPLICATION ❑ Please submit two (2) sets of plans with all commercial applications. Date: 06/20/2013 Site Address: 3000 Ames Crossing Road, Eagan, MN 55121 Tenant: Boulder Lakes III Suite Property'_.,.... Owner Name: Boulder Lakes 111, co Welsh Companies dba Colliers Phone: Megan 952-897-7804 Name: FaciliTech License PC643698 Contractor Address: 4350 Baker Rd, Ste 400 City: Minnetonka State: MN Zip: 55343 952-829-5227 Phone: Email: aknighton@welshco.com Type of Work - New _ Replacement _ Repair X Rebuild _ Modify Space _ Work in R.O.W. Description of work: COMMERCIAL _ New Construction _ Modify Space _ Irrigation System yes / _ no) (X RPZ / _ PVB) g • Rain sensors required on irrigation systems Permit Type Avg. GPM (2" turbo required unless smaller size allowed by Public Works) Meters Call (651) 675-5646 to verity that tests passed prior to picking up meter. Domestic: Size & Type Fire: 1 Avg. GPM High demand devices? _Yes _No Flushometers _Yes _No - COMMERCIAL FEES: $55.00 Minimum Contract Value $ 210.00 x1% 55.00 Permit Fee Required on ALL new buildings and boulevard irrigation systems 4 $ Radio Meter Read $ Meter(s) *If the project valuation is over $1 million, please call for Surcharge $ $5.00 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 _ $ 60.00 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.org I hereby acknowledge that this information is complete and accurate; that the work will be in conformance with a ordinances and codes of the City of Eagan; that I understand this is not a permit, but only an application for a permit, and wo ;is not to start out a rmit; that the work will be in accordance with the approved plan in the case of work which requires a review and approval f Tans. X Amy Knighton x Applicant's Printed Name Applicant's g ature FOR OFFICE USE Approved By: Date: Required Inspections: Under Ground Rough-In _Air Test Gas Test Final PRV Required: - Yes No Page 1 of 3 r r�-_______.�___�__ I For Office Use � • � � G/�/i"� I Permit#: � ���� � i Cit of �a a� ��c�� � . > , � � I Permit Fee: ��� i 3830 Pilot Knob Road �-L 'C' -' � � Eagan MN 55122 � � Phone:(651)675-5675 �����;��,�� 1 Date Received: I I Fax:(651)675-5694 I 1 � Staff: � ���. � 7 24�5 �-----------------� 2015 FIRE SUPPRESSION SYSTEMS PERMIT APPLICATION Date: �Z."Z.'� � Site Address: S Y ' Tenant: � � 1�I����.�1�..- Suite#: �� Name: Phone: PI'OP@I'ty OWtI@1' Address/City/Zip: Applicant is: Owner Contractor TyPe Of WOPk Description ofwork: �'�� � �I1"�l"�j ,����7�,.1� �]�� � Construction Cost:���0 = Estimated Completion Date: " _ Name:��(�.��i���� ���' ���� License#: �'�`��]� Contractor Address: ������J ��� ��V'�, City: �. State:�Zip:� � Phone: '" � ��- - ,,/� Gontact EmaiL �'�t11c � �� � �� I FIRE PERMIT TYPE WORK TYPE �Sprinkler System(#of heads� New �Addition Fire Pump _Standpipe �Alterations _Remodel Other: Other: DESCRIPTION OF WORK: Commercial Residential Educational FEES � $60.00 Permit Fee Minimum Contract Value$�,� � x.01 Surcharge=Contract Value x$0.0005 =$ ��� Permit Fee If the project valuation is over$1 million,please call for Surcharge _$ Surcharge $100.00 Residential New(includes State Surcharge) _$ TOTAL FEE 3/4"Displacement Fire Meter-$270.00 =$ Fire Meter _$_�� TOTAL FEE **Requirements:2 complete sets of drawings and specifications,cut sheets on materials and components to be used I hereby apply for a Fire Suppression System permit and acknowledge that the information is complete and accurate;that the work will be in conf ance with the ordinances and codes of the City of Eagan and with the Minnesota BuildinglFire Codes;that I understand this is not a permit,but only �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 whi equires a revie d approval of plans. x x .� /�/ // � 4 � S / �{ FOR OFFICE USE REQUIRED INSPECTIONS Hydrostatic Flow Alarm Drain Test Rough In Trip Pump Test Central Station � Finai Conditions of Issuance: , Permit Reviewed by:��9�~-_�� Date: �/ � / �� , ,M Use BLUE or BLACK Ink �-----------------i � For Office Use � . � � '`l�n I Permit#: � I �lt Q� �� aIl ��E „ � ; . . 2zZ, a � � � � Permit Fee. I 3 8 3 0 P i l o t K n o b R o a d �� �3 � � i Eagan MN 55122 � Date Received: � ��� �� I I Phone: (651)675-5675 i Fax: (651)675-5694 � Staff: �� � �----------------� ��� �� 2015 COMMERCIAL BUILDING PERMIT APPLICATION �f, �� c j Date: �� Z �S� SiteAddress: 3ab0 /�w`tS C�ss�� ��,u,� jv��-G 7.5� �1 Tenant Name: fi���������wf � �/�IL (Tenant is: New/ �xisting) Suite#: 7.� Former Tenant: �. , � � � � l� � l� G L Phone: � � Name: �� .� �,,IC.�S ! , L `� � �l� : Address/City/Zip: �35� ,c�4l�i� �"'a� �l�C 'i�VU / ��dr���-► �`'�A� SS3� � ��� � �� °: ��� �.. '. �:.. " Applicant is: Owner X Contractor .�::; .... �� � .�����f���,� ��:- Description ofwork: �V��✓to�L rcwu� � �,.,�.2�-� wtn�' � o-� ,; Construction Cost:��� o.� � w .. _ - Name: w��S� �v� ��Gry`� License#: �.z- = ��?�i#��+��' Address: �I3S� B<�4� ��a � �;ry: I'(�hr�e�.�.tc� ���, � � State: �� z;p: 5s ��3 Phone: 9 S L - ,374�— 5 $.Sb :���� � � �"� �. `$�: .s�, . � ; Contact:vw� �Jt G!L EmaiL '��G'��CaG.E' ut���5�1 Ga. Co�-, s � °� '" _ �r. . a - Name: ��1��� Registration#: C.00'7 3� � �; Address: 3�� �,G�w �►�C S�-G�S[� City: �`��^( � �1,f��'11���C1 +��t' � g State:�Zip: '55�2� Phone: lSZ - �s� fJ�� �`°�� � :. . � � � �, Contact Person: 5�� �'�'���sO'� Email: S Mos�eKSvv� e arG�►��^^c•►_�...� Licensed plumber installing new sewer/water service: Phone#: �1(t?T�:' :p�ot tfr�g z�cr � � �c��r s�bmr�ar�=cc��rsrder�ed t ���rb����rrfarm � �c�r�an,�� =fh�rnfar�aii�rn m��y b�c{a�rf��d�� p i�'y�rrr pr���te s�e+�ffr�re. rr�#.f��t �`"u�cf p� "a� k �r#��� - ; : _ C��1�t�tc�t�:it3l��`tftE�`,,ar��d����t�fs -. �:7.� ' � �, � _ 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.aopherstateonecall.orq I hereby acknowledge that this information is complete and accurate; that the work will be i onformance with the ordinances and codes of the City of Eagan; that I understand this is not a permit, but only an applicatio or rmit, 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 ich e ires a review and approval of plans. X%rlarrlas .� �e�.��'L� x Applicant's Printed Name Applicant' Signature Page 1 of 3 � � ���� �w�-�5 C�SS�h � �'���' ) DO NOT WRITE BELOW THI�LINE / ��b�� SUB TYPES Foundation Public Facility Exterior Alteration-Apartments � Commercial/Industrial _ Accessory Building _ Exterior Alteration-Commercial , Apartments Greenhouse/Tent Exterior Alteration-Public Facility _ Miscellaneous _ Antennae il WORK TYPES II _ 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 �, Valuation (.�� ���'� Occupancy � MCES System �.� ,�l y, Plan Review � Code Edition �2C� ��t�� SAC Units N• D a� ' r�" ���t _,__iy i\A.a.J -r�,�.r� (25%_100%� Zoning ` City Water � (� C e n s u s C o d e S t o r i e s B o o s t e r P u m p_ ��L- #of Units Square Feet PRV � #of Buildings Length Fire Sprinklers ��S Type of Construction � Width —� REQUIRED INSPECTIONS Footings(New Building) Sheetrock Footings(Deck) /F'�nal/C.O.Required Footings(Addition) �►/ Final/No C.O.Required Foundation Other: Drain Tile Pool:_Footings _Air/Gas Tests _Final Roof:_Decking _Insulation _Ice&Water _Final Siding:_Stucco Lath _Stone Lath _Brick _� Framing Windows Fireplace:_Rough In Air Test _Final Retaining Wall Insulation Erosion Control Meter Size: Concrete Entrance Apro� Final C/O Inspection: Schedule Fire Marshal to be present: Yes ✓ No Reviewed B : ���- �- B ildin In ector Reviewed B : �-Cr'� -�' �- Plannin y , u g sp y g COMMERCIAL FEES Base Fee .��, �J`� Water Quality Surcharge �.�d Water Sampling Fee Plan Review �� = v I Storm Sewer Trunk MCES SAC Sewer Trunk City SAC Water Trunk S&W Permit&Surcharge Street Lateral Treatment Plant Street Treatment Plant(Irrigation) Water Lateral Park Dedication Trail Dedication Other: Water Quality TOTAL o?oZ�.�T Page 2 of 3 For Office Use Permit#: /�`/3 Permit Fee: E A N Staff: Payment Recvd: _Yes No 3830 PILOT KNOB ROAD I EAGAN, MN 55122-1810 (651)675-5675 I TDD:(651)454-8535 I FAX:(651)675-5694 I Plans:_Electronic Paper Plan Submittal:eplans ancityofeaoan.com J 2019 COMMERCIAL BUILDING PERMIT APPLICATION Date: 12/9/19 Site Address: 3000 Ames Crossing Tenant Name: Vacancy Spec Suite ern dvt ' a/e4 f►c��` ip+� (Tenant is: New/ Existing) Suite#: 750 Former Tenant: 4t►j int c.` D/1 e- C Name: Rice Creek I, LLC wli;ei— -Tnrieer,iZtPhone: 95-2-617- '?$1 3 Property Owner Address/City/Zip: 4aso a-t r t S n es-- (44 SS-313 Applicant is: Owner ✓ Contractor Type Of Work Description of work: Detrol ' - QI- n��of Nom 5 f44-1401x- �111 m.4- yp ?i►:kI1.- ge_see_ T Gwor C�i ✓L'm.,�+=J /Ldp�.at 733r-sick-/Z .1— d- Construction Cost: 1'7, f3 4— Name: Wexford Commercial Construction License#: Contractor Address: 6800 France Ave S. #555 City: Edina State: MN Zip: 55435 Phone: 952-746-3130 Contact: Kurt Hoppe Email: khoppe@wexfordcc.com Name: Genesis Architecture Registration#: Architect/Engineer Address: 4350 Baker Road #400 City. Minnetonka State: MN Zip: 55343 Phone: 952-897-7000 Contact Person: Jenny Nuetzman Email:jnuetzman@genesisarch.com Licensed plumber installing new sewer/water service: Phone#: NOTE:Plans and supporting documents that you submit are considered to be public information. Portions of the information maybe classified as non-public if you provide specific reasons that would permit the City to conclude that they are trade secrets. You may subscribe to receive an electronic notification from the City of proposed ordinances by signing up for an email update on the City's website at www.citvofeagan.com/subscribe. 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.qopherstateonecall.orq I hereby acknowledge that this information is complete and accurate;that the work will be in conformance with the ordinances and codes of the City of Eagan; that I understand this is not a permit, but only an application for a permit, and work is not to start without a permit; that the work will be in accordance with the approved plan in the case of work which requires a review and approval of plans x euiLl00.ttc._ x Applicant's Printed Name Applicant's Sig ature For Office Use Permit#: /2�Sl • • • • , , Permit Fee: 6 . 7S �. ••• „,,„,, N' f:rStaff: DEC J 2 2019 nt Recv es _No 3830 PILOT KNOB ROAD I EAGAN, MN 55122-1810 (651)675-5675 I TDD:(651)454-8535 I FAX:(651)675-5694 L Ins: Electronic Paper buildinoinspections 88 citvofeaoan.com 2019 FIRE SUPPRESSION SYSTEMS PERMIT APPLICATION Date: 12/11/2019 Site Address: 3000 Ames Crossing Tenant: Vacancy Prep Suite#: 750 0 Requirements: 2 complete sets of drawings and specifications,cut sheets on materials and components I Name: Phone: Property Owner Address/City/Zip: Applicant is: Owner Y Contractor Type of Work Description of work: Adjust 10 sprinkler heads for demo and adjusted ceilings. Construction Cost: 1500 Estimated Com•letion Date: 12/27/2019 Name: International Fire Protection License#: C084 Contractor Address: 833 3rd St SW#4 city: New Brighton State: MN Zip: 55112 Phone: 651-285-2238 Contact: Brad Zurn Email: bradz@intl-fire.net FIRE PERMIT TYPE WORK TYPE Z Sprinkler System(#of heads ) _New _Addition _Fire Pump _Standpipe L.Alterations _Remodel _Other: Other: DESCRIPTION OF WORK: Commercial Residential Educational FEES 1500 Contract Value$ x.01 $60.00 Permit Fee Minimum _$ 60 Permit Fee Surcharge=Contract Value x$0.0005 If the project valuation is over$1 million, please call for Surcharge =$ •75 Surcharge $100.00 Residential New(includes State Surcharge) _$ TOTAL FEE 3/4”Fire Meter-$290.00 =$ Fire Meter Radio Read(required with Fire Meters)-$190 =$ 60.75 TOTAL FEE You may subscribe to receive an electronic notification from the City of proposed ordinances by signing up for an email update on the City's website at www.cltvofeaoan.com/subscribe. 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 odes 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 arm approval of plans. _ter x Brad Zurn d- x Applicant's Printed Name A icant's Signature FOR OFFICE USE REQUIRED INSPECTIONS Hydrostatic Flow Alarm Drain Test Rough In Trip Pump Test Central Stationek— Final Conditions of Issuance: Permit Reviewed by:= `G4i' .00T04---‘-'6Date: /c2 / C23/ /q I