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3600 Blackhawk Rd4,16City otEta 3830 Pilot Knob Road Eagan MN 55122 Phone: (651) 675-5675 Fax: (651) 6754684 DRAIN PRO PLUMBING Fax:952-985-5282 Jun B 2011 08:56am P002/002 Use BLUE or BLACK Ink JUN 8 2011 C� Permit #. I / Permit Fee: Date Received; Staff: 2011 COMMERCIAL PLUMBING PERMIT APPLICATION & ' it Site Address: 3G' 00 a- C LA ar43 ( a. Tenant d' 1 a tt e:{i- Date: Suite 8: PROPERTY OWNER tt � - Name:, l Vat(a ti °.IiS1 _At-ii,or? r .Phone: - CONTRACTOR Name: rAi Silo Flovu( 011/4 License #: 0120 &I PM rr ,5 . City: : L lk ;1 l t State :M K) Zip: 55 044 Address: e i i. Phone: 192-46q &'q a Email: TYPE OF WORK New Replacement Repair Rebuild Modify Space Work in R.O.W. _ , Description of work: f eb U i id_ CLiA.C,t 5t a La pe. PERMIT TYPE COMMERCIAL New Construction Modify Space _ /� Irrigation System ( yes f no) (X RPZ / WS) X _ _ • Rain sensors required on irrigation systems • Avg. GPM (2" turbo required unless smaller size allowed by PubNc 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 _R10 Flushometers Yes �No COMMERCIAL FEES: $55.00 Minimum (includes State Surcharge) OR 'Contract Value $ x 1% Required - If the Eermii Lea is less - if the Permit FOG Is r $10,010, = 5 Permit Fee on ALL new buildings and boulevard irrigation systems -3 =$ Radio Meter Read thani$10,010, the surcharge is 55.00 = $ Meter(s) the surcharge increases by 5.50 for each $1,000 Permit Fee Permit Fee requires a $5.50 surcharge) = $ .._ State Surcharge (i.e. a $10,010-$11,000 _ Following fees apply Call the City's Engineering when installing a new lawn irrigation system. Water Permit Department, (851) 675-5646, for required fee amounts. $ Treatment Plant $ Water Supply & Storage $ M State Surcharge TOTAL FEES $ 55 . 00 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. 000herstatearlecali.oro 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 nota 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 approved plan in the ?sae of work which requires a review and approval of plans. X (D-19Qtiutn Applicants Printed Name A 'FOR OFF!CE USE APId Ry= c�1(91.c, nts Signature )3equnad Inspections: =underG%atilt : '_Rough-lti : Air•:Test . Test. oats.: RV Require J Page 1 of 3 t 6ldcL 4 -ice Co Co [ / v 20D COM RCIAL B LDING PERMIT APPLICATION O I ~ ~ ID' g City Of Eagan . ` 3830 Pilot Knob Road, Eagan Mn 55122 Telephone # 651-675-5675 FAX # 651-675-5.694 • Structural Plans (2) sets • Architectural Plans (2) sets • Architectural Plans (2) sets "'T • Civil Plans (2) • Structural Plans (2) • Code Analysis (1) • Certificate of Survey (1) • Civil Plans (2) • Project Specs (1) • Code Analysis (1) • Landscaping Plans (2) • Key Plan (1) • Project Specs (1) • Code Analysis (1) • Master Exit Plan (1) • Spec. Insp. & Testing Schedule • Certificate of Survey (1) • Energy Calculations (1) not always** • Soils Report (1) • Spec. Insp. & Testing Schedule (1) • Elec. Power & Lighting Form (1) not always- • Meter size must be established • Meter size must be established • Meter size must be established-if applicable 1 • Project Specs (1) 1 • Energy Calculations (1) J l • Electric Power & Lighting f orm (1) 1 • Master Exit Plan a (1) 1 l • Emergency Response Site Plan (1) 1 1 • Soils Report (1) 1 • SAC determination -call 651-602-1000 • SAC determination - call 651-602-1.000 SAC determination -call 651-602-1000 Call MN Dept of Health at 651-215-0700 for details regarding food & beverage or lodging facilities. Contact Building Inspections for sample and if required when it states "not aIways". Permit for new building or addition will not be processed without Emergency.Response Site Plan. Date 061 / a l Construction Cost bdt7 Site Addresse -:3.(o©O f3 C -f U~L~- ~D ]-Ae # Tenant Name /N/V~1~ fs lC" Former Tenant Name 9-1=r L4 I L„pT • 1 004L'-' I M V T * 5BCVAr0 "OM&AI Description of Work wavi 60"ztK."c-TtaJ ' b fqr-14r,. L. VCL-A CA C, S~f Property Owner M,J V D - ykb4z r r Telephone # ( ) 1 Contractor -'tom 1►~G Address S-~3sS-4D 't P-0 t o City r!AQ-,GOa.4~ State r-~tJ Zip Telephone # ('1(&3) 1ITkcr LL. & L-6 U Arch/Engr VVJga- yfLf~~~ Registration# ~ky 1,4 -L a Address City L_ State rJ~IJ Zip Telephone # (4-5" ILJY Licensed plumber installing new sewerlwater service: 1:S0 MF4,44A YC_Ar , 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, bait drily 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. Tos+4A- tS Applicant's Printed Name Applicant's S' e OFFICE USE ONLY Sub Types 0 01 Foundation ❑ 26 Public Facility ❑ 30 Accessory Building s ❑ 14 Apartments A 27 Commercial/Industrial ❑ 32 Ext Alt-Apartments ❑ 15 Lodging 0 28 Greenhouse ❑ 34 Ext Alt-Commercial ❑ 25 Miscellaneous 0 29 Antennae ❑ 35 Ext Alt-Public Facility j ` ❑ 37 Nail Salon Work Types x 31 New ❑ 35 Int Improvement ❑ 38 Demolish (Interior) ❑ 44 Siding r ❑ 32 Addition ❑ 36 Move Bldg. ❑ 42 Demolish (Foundation) ❑ 45 Fire Repair ❑ 33 Alteration ❑ 37 Demolish (Bldg)* ❑ 43 Reroof ❑ 46 Windows/Doors ❑ 34 Replacement *Demolition (Entire Bldg only) - Give PCA handout to applicant I ✓ Valuation Bj 25?1 DOp Occupancy 8 S~ SZ-. MCES System Census Code 3 V5_ Zoning T • .t City Water SAC Units 5- Stories 2- Booster Pump Nbr. of Units 1 Sq. Ft. 72~• 286 PRV Nbr. of Bldgs Length $ D Fire Sprinklered Type of Const Width 'L(o0 r Required Inspections Footings (new bldg) ✓ Insulation Footings (deck) Final/C.O. / Footings (addition) _ Final/No C.O. LA* Foundation _ Other f /La✓ IJ E P ~ Af& S of _ Drain Tile / T Roof _ Ice Pr Decking Insul ✓ Final _ Pool _ Ftgs _ Air/Gas Tests -Final Framing _ Siding - Stucco _ Stone Fireplace _ R.I. -Air Test -Final Windows Approved By: Planning elo*/&'--Building Inspector - - - - - - - - - - Base Fee i5?-/ a 9 G. 60 Surcharge / 1 (0 j,Z • $S'• Plan Review 2y) b& z •'77, MCES SAC 41 `756 City SAC 5,60 • O-b Water Supply & Storage (WAC) SM Permit /00 SM Surcharge • ~a ud p Gr Treatment Plant ° r~ l c ,~/,J Park Dedication IV P N e- I Trails Dedication /l/0 N1r-- (o'o,/ Water Quality 46 N J_= Copies ZA-Af QJ_. 17, 577.73 Water Trunk SOX- LAj-E-AAZ._ = 21, 316 08 Sewer Trunk 7'07 4 G5; 279, 02 Other c" Q L,V e~ S~S tL~• Total rt • STATE BANK OF ROGERS FL; 1 ) 'e.,_ L7 IRREVOCABLE LETTER OF CREDIT NO. #2004-7 September 1, 2004 City Clerk City of Eagan 3830 Pilot Knob Road Eagan, MN 55122 RE: M.V.T.A Eagan Bus Garage We hereby authorize you to draw on State Bank of Rogers, Rogers, Minnesota, Seven Thousand Five Hundred and 00/100 ($7,500.00) available by your draft at sight. All drafts drawn must be marked "drawn under Letter of Credit No. 2004-7 dated September 1, 2004." The purpose of this Letter of Credit is to act as a guaranty to the City of Eagan that terms of that certain Development Contract between Ebert Construction (developer) North Metro Landscaping, Inc. (sub-contractor) and the City of Eagan, dated April 8, 2004 Landscape Guarantee, are fulfilled in their entirety and in the event of the failure of the developer to do so, then the City of Eagan may draw against this Letter of Credit to fulfill said terms. We agree that the Letter of Credit shall expire no sooner than September 1, 2005 unless sooner released by the City of Eagan, but in the event that the terms of the above-mentioned Contract are not fulfilled, this Letter of Credit shall be automatically extended at its expiration date on an annual basis unless at least sixty (60) days prior to the expiration date we have notified the City Clerk by certified mail that we elect not to extend this Letter of Credit. Upon Receipt of said notice, the City of Eagan shall be entitled to draw at sight, by presentment of a draft or drafts prior to the date of expiration hereof, up to the full aggregate amount as set forth herein, less any reductions. We hereby agree with the drawers, endorsers and bona fide holder of drafts drawn under and in compliance with the terms of this Letter of Credit that such drafts will be duly honored on due presentation to the drawee. State Bank of Rogers C ull Assistant Vice President 12916 MAIN STREET - P.O. Box 127 - ROGERS, MN 55374-0127 - www.statebankofrogers.com 763-428-2222 Member FDIC FAX 763-428-8510 Metropolitan Council Building communities that work Environmental Services r June 18, 2004 Dale Schoeppner Building Official City of Eagan 3830 Pilot Knob Road Eagan, MN 55122 Dear Mr. Schoeppner: The Metropolitan Council Environmental Services Division has determined SAC for the MN Valley Transit Authority to be located within the City of Eagan. This project should be charged 5 SAC Units, as determined below. SAC Units Charges: Office 1528 sq. ft. @ 2400 sq. ft./SAC Unit 0.64 Lockers 26 lockers @ 14 lockers/SAC Unit 1.86 Repair Bay 7 bays @ 14 bays/SAC Unit 0.50 Bus Storage 32 buses x 1 driverlbus @ 28 drivers/SAC Unit 1.14 Bus Wash 1.00 Total Charge: 5.14 or 5 i If you have any questions, call me at 651-602-1113. Sincerely, C, N14 4, &uxy~ Jodi . Edwards Staff Specialist Municipal Services Section JLE: (415) (L n n" 04061851 I as N a 664 cc: S. Selby, MCES -a~ Carolyn Krech, Finance Department, Eagan ' Josh Nichols, Ebert Construction t3Y www.metrocouncii.org Metro Info Line 602-1888 230 East Fifth Street • St. Paul, Minnesota 55101-1626 • (651) 602-1005 • Fax 602-1138 • TTY 291-0904 An Equal Opportunity Employer - city of eagan PAT GEAGAN June 28, 2004 Mayor JOSH NICHOLS EBERT CONSTRUCTION PEGGY CARLSON 23350 COUNTY ROAD 10 CYNDEE FIELDS CORCORAN MN 55357 MIKE MAGUIRE RE: 3600 BLACKHAWK ROAD MEG TILLEY MVTA BUS GARAGE Council Members Dear Mr. Nichols: THOMAS HEDGES We have started our review of the construction documents submitted in pursuit of obtaining a building permit for the above-referenced project. This review is not intended to be an exhaustive City Administrator and comprehensive report. Unless otherwise noted, all references are to the 2000 I.B.C. It is our goal that this review will help you in complying with the applicable codes and we are, therefore, requesting that the items checked below be addressed: Municipal Center: 2 sets Architectural Plans 1 Project Specs 3830 Pilot Knob Road 2 sets Structural Plans 1 Energy Calculations 2 sets Civil Plans 1 Electric Power & Lighting Form Eagan, MN 55122-1897 2 sets Landscaping Plans 1 Master Exit Plan Phone: 651.675.5000 1 Code Analysis 1 Emergency Response Site Plan Fax: 651.675.5012 1 Certificate of Survey 1 MC/ES SAC determination letter 1 Spec. Insp. & Testing Schedule 1 Soils Report TDD: 651.454.8535 Fire Stopping Submittals Other: Please submit two full sets of the most current plans. Maintenance Facility: If you have any questions regarding the above items, please feel free to contact me at 651-675- 3501 Coachman Point 5683. Eagan, MN 55122 Sincerely, Phone: 651.675.5300 Fax: 651.675.5360 TDD: 651.454.8535 J. Craig Novaczyk Senior Inspector www.cityofeagan.com JCN/j s Encl. Special Inspections & Testing Schedule Electric Power & Lighting Form Emergency Response Site Plan THE LONE OAK TREE cc: Doug Wild, BWBR Architects, 380 St. Peter Street, #600, St. Paul MN 55102 The symbol of strength and growth in our community - city of aagan • PAT GEAGAN July 13, 2004 Mayor JOSH NICHOLS PEGGY CARBON EBERT CONSTRUCTION 23350 COUNTY ROAD 10 CYNDEE FIELDS CORCORAN MN 55357 MIKE MAGUIRE MEG TILLEY RE: 3600 BLACKHAWK ROAD Council Members MVTA BUS GARAGE Dear Mr. Nichols: THOMAS HEDGES City Administrator In addition to the items noted in our June 28, 2004 letter, please be advised that the following need to be addressed: 1. Reference Chapter 7 of the 2000 IBC to correctly label your rate wall assemblies Municipal Center. within the Code Legend on Sheet 111. 3830 Pilot Knob Road 2 provide UL listed and tested assemblies for all rated fire barriers that are listed within Eagan, MN 55122-1897 the Code Legend. Phone: 651.675.5000 3. The Code Summary needs to contain a list of applicable codes used while designing Fax: 651.675.5012 this building. TDD: 651.454.8535 4. Include plumbing fixture count in the Code Summary (Table 2902. 1, IBC) Maintenance Facility: 5. Provide firestopping submittals. 3501 Coachman Point Eagan, MN 55122 6. Provide details for required draft curtains at elevator openings. (1307.0045, 2003 Phone: 651.675.5300 MSBC) Fax: 651.675.5360 7. Provide total square footage and occupant load calculations for Room 228. TDD: 651.454.8535 8. Provide details for required handrailing returns. (1003.3.3.11.5, IBC) www.cityofeagan.com 9. If Door 150 on the plan is actually Door 143B, please make the necessary revision to the plan. 10. Clarify how opening 205 complies with Sections 714.3.6 and 714.3.8 of the IBC. THE LONE OAK TREE 11. Verify that the accessible toilet stalls in both locker rooms will have a minimum of The symbol of strength 48" of clear floor space in front of the water closets. and growth in our community r' - 12. Provide a list of types and volumes of hazardous material being used, as listed in + 1BC Tables 307.7(1) and 307.7(2). Indicate any possible control areas or'H' occupancies that may be required for the storage of these hazardous materials. 13. Please provide a legible copy of Sheet 520 of the plan. 14. Plumbing Plan 3/751 - A meter is required on the bypass (domestic waste detail). Size and cost to be determined by City Building Inspections Division. 15. Mechanical Plan 10/850 - Gooseneck detail must be 24" minimum from roof, not If you have any questions regarding the above items, please feel free to contact me at 651-675-5683. Sincerely, J. Craig Novaczyk Senior Inspector JCN/j s cc: John Strachota, BWBR Architects, 380 St. Peter St, #600, St. Paul MN 55102 Dale Schoeppner, Chief Building Official I " I ,ARCHIITTECTS August 6, 2004 - - or 4~c n I mow.. Mr. J. Craig Novaczyk Senior Inspector City of Eagan 3830 Pilot Knob Road Eagan, Minnesota 55122 Architecture . Interior Design Re: MVTA Eagan Bus Garage BWBR Commission No. 2002.103.03 Dear Mr. Novaczyk: This letter is in response to the Plan Correction letter, dated July 23, 2004. Each of the items in this response are numbered to correspond with those of the original letter. ak' 1. Reference Chapter 7 of the 2000 IBC to correctly label your rated wall assemblies within the Code Legend on Sheet 111. ■ Reference IBC Table 719.1(2) Item #3 on Sheets 110 and 111. 2. Provide UL listed and tested assemblies for all rated fire barriers that are listed within the Code Legend. ■ Assemblies appear on Partition Types as found on Sheet 430. All partitions in rated assemblies are listed with test information. If no test is listed for a given partition type then that partition type is not used in a rated assembly, with the following corrections: Partition Types AA1, A111, AD1, BA1, BB1, B112 and BD1 should reference IBC Table 719.1 (2) Item #3. 3. The Code Summary needs to contain a list of applicable codes used while designing this building. ■ See attached revised Code Summary. 4. Include plumbing fixture count in the Code Summary (Table 2902.1, IBC) ■ See attached revised Code Summary. 5. Provide fire-stopping submittals. ■ See attached fire stopping submittal. "4- 6. Provide details for required draft curtains at elevator openings. (1307.0045, Lawson Commons 2003 MSBC) ■ 12" deep draft curtains will be provided at both elevator 380 St. Peter Street, Suite 600 openings. Details to be issued via change order. I Saint Paul, MN 55102-1996 " 7. Provide total square footage and occupant load calculations for Room 228. 651.222.3701 Room 228 total area = 650 SF, occupant load = 43.. fax 651.222.8961 www.bwbr.com Mr. J. Craig Novaczyk MVTA Eagan Bus Garage BWBR Commission No. 2002.103.03 August 6, 2004, Page 2 - 8. Provide details for required hand railing returns. (1003.3.3.11.5, IBC) ■ All handrails will return in compliance with section 1003.3.3.11.5 and will be coordinated during shop drawing review. 9. If Door 150 on the plan is actually Door 143B, please make the necessary revision to the plan. ■ Door 150 on the plan is correct. Door 143B has been revised by addendum to read 150. 10. Clarify how opening 205 complies with Sections 714.3.6 and 714.3.8 of the IBC. ■ Opening 205 is provided with Wire Glass in a Hollow Metal frame and will be further protected with Type `WS' sprinkler heads at both sides in compliance with 90 minute tested assembly- see attached. - 11. Verify that the accessible toilet stalls in both locker rooms will have a minimum of 48" of clear floor space in front of the water closets. ■ 48" clear floor space is provided at all accessible water closets. BWBR will coordinate with the contractor during toilet partition shops to ensure required clear floor space is provided vs. actual fixtures used. 12. Provide a list of types and volumes of hazardous material being used, as listed in IBC Tables 307.7 (1) and 307.7 (2). Indicate and possible control areas or `H' occupancies that may be required for the storage of these hazardous materials. ■ See Attached Dunham and Associates Memorandum. 13. Please provide a legible copy of Sheet 520 of the plan. ■ Sheet 520 attached. 14. Plumbing Plan 3/751 - A meter is required on the bypass (domestic waste detail). Size and cost to be determined by the City Building Inspections Division. ■ See Attached Dunham and Associates Memorandum. 15. Mechanical Plan 10/850 -Gooseneck detail must be 24" minimum from roof, not 18" ■ See Attached Dunham and Associates Memorandum. Should you request any additional information, please feel free to contact us. Sincerely, BWBR ARCHITECTS, INC. S annon Bambery G:\0210303\Admin\Letter\2004_08-06 City of Eagan response to 7-13-04.doc e Dunham Associates Consulting Engineers _ Project Memorandum Date: July 15, 2004 To: Shannon Bambery From: Randy Olson PROJECT: MVTA Bus Garage Comm. No.: 04-02118 Re: City of Eagan Review Comments Item 12: 1. Room number 134 Lube / Compressor Room A. Tanks I. Engine Oil #1 Class IIIB 1,000 Gallons 2. Engine Oil #2 Class IIIB 500 Gallons 3. Automatic Transmission Fluid #1 Class IIIB 500 Gallons 4. Automatic Transmission Fluid #2 Class IIIB 500 Gallons 5. Engine Coolant #1 Class IIIB 500 Gallons B. Drums (No permanent storage tank) 1. Engine Oil #3 Class IIIB 2. Engine Coolant #2 Class IIIB 3. Gear Oil #1 Class IIIB 4. Gear Oil #2 Class IIIB 5. Chassis Grease #1 Class IIIB 6. Chassis Grease #2 Class IIIB 7. Windshield Washer Fluid Class IB II. Room number 120 Bay No. 1 A. Waste Oil Class IIIB 2,500 Gallons B. Waste Coolant Class IIIB 500 Gallons Item 14: We will issue supplemental instruction to provide an additional meter. Item 15: We will issue supplemental instruction to extend to 24". C:\Doc ments and Settings\1020\Local Settings\Temporary Internet Files\0LK6\pme20040715 Eagan Review Comments.doc 8200 Normandale Blvd., Suite 500 Minneapolis, MN 55437-1075 Tel.: 952-820-1400 FAX: 952-820-2760 DunhamAssociates.com L B W D R August 6 2004 (Revised August 12 2004) ARCHITECTS ~ ~ got& Mr. J. Craig Novaczyk REVISEU Senior Inspector City of Eagan 3830 Pilot Knob Road Eagan, Minnesota 55122 Re: MVTA Eagan Bus Garage BWBR Commission No. 2002.103.03 Architecture Interior Design '!3460 ALRGyy~-'~*WX 0& Dear Mr. Novaczyk: This letter is in response to the Plan Correction letter, dated July 23, 2004. Each of the items in this response are numbered to correspond with those of the original letter. 1. Reference Chapter 7 of the 2000 IBC to correctly label your rated wall assemblies within the Code Legend on Sheet 111. ■ Reference IBC Table 719.1(2) Item #3 on Sheets 110 and 111. o See revised Code Legend attached (to be issued via ASI-1) 2. Provide UL listed and tested assemblies for all rated fire barriers that are listed within the Code Legend. ■ Assemblies appear on Partition Types as found on Sheet 430. All partitions in rated assemblies are listed with test information. If no test is listed for a given partition type then that partition type is not used in a rated assembly, with the following corrections: Partition Types AA1, AB1, AD1, BA1, BB1, BB2 and BD1 should reference IBC Table 719.1(2) Item #3. o See revised Code Legend attached (to be issued via ASI-1) 3. The Code Summary needs to contain a list of applicable codes used while designing this building. ■ See attached revised Code Summary. o See revised Code Summary attached (to be issued via ASI-1) 4. Include plumbing fixture count in the Code Summary (Table 2902.1, IBC) ■ See attached revised Code Summary. o See revised Code Legend attached (to be issued via ASI-1) 5. Provide fire-stopping submittals. ■ See attached fire stopping submittal. Lawson Commons o BWBR to provide a copy of the Complete Fire Stopping package when submitted by Ebert Construction for shop 380 St. Peter Street, Suite 600 drawingteview. Saint Paul, MN 55102-1996 EAG'KI V 651.222.3701 1 EWE D r " ~FR; FE 1 V fax 651.222.8961 BY "!Irl DATE L www.bwbr.com B lILD1i' G Diu ijEC;.i uie ULPT. f ~ Mr. J. Craig Novaczyk MVTA Eagan Bus Garage BWBR Commission No. 2002.103.03 August 6, 2004, Page 2 6. Provide details for required draft curtains at elevator openings. (1307.0045, 2003 MSBC) ■ 12" deep draft curtains will be provided at both elevator openings. Details to be issued via change order. 7. Provide total square footage and occupant load calculations for Room 228. ■ Room 228 total area = 650 SF, occupant load = 43. 8. Provide details for required hand railing returns. (1003.3.3.11.5, IBC) ■ All handrails will return in compliance with section 1003.3.3.11.5 and will be coordinated during shop drawing review. 9. If Door 150 on the plan is actually Door 143B, please make the necessary revision to the plan. by ■ Door 150 on the plan is correct. Door 143B has been revised b addendum to read 150. 10. Clarify how opening 205 complies with Sections 714.3.6 and 714.3.8 of the IBC. ■ Opening 205 is provided with Wire Glass in a Hollow Metal frame and will be further protected with Type `WS' sprinkler heads at both sides in compliance with 90 minute tested assembly- see attached. 11. Verify that the accessible toilet stalls in both locker rooms will have a minimum of 48" of clear floor space in front of the water closets. • 48" clear floor space is provided at all accessible water closets. I BWBR will coordinate with the contractor during toilet partition shops to ensure required clear floor space is provided vs. actual fixtures used. 12. Provide a list of types and volumes of hazardous material being used, as listed in IBC Tables 307.7 (1) and 307.7 (2). Indicate and possible control areas or `H' occupancies that may be required for die storage of these hazardous materials. ■ See Attached Dunham and Associates Memorandum. o See Revised Memorandum attached. 13. Please provide a legible copy of Sheet 520 of the plan. ■ Sheet 520 attached. o Submitted under separate cover. 14. Plumbing Plan 3/751 - A meter is required on the bypass (domestic waste detail). Size and cost to be determined by the City Building Inspections Division. ■ See Attached Dunham and Associates Memorandum. 15. Mechanical Plan 10/850 - Gooseneck detail must be 24" minimum from roof, not 18" ■ See Attached Dunham and Associates Memorandum. G:\0210303\Admin\Letter\2004_08-06 City of Eagan response to 7-13-04Revised.doc 3 f Mr. J. Craig Novaczyk MVTA Eagan Bus Garage BWBR Commission No. 2002.103.03 August 6, 2004, Page 3 Should you request any additional information, please feel free to contact us. Sincerely, BWBR ARCHITECTS, INC. Shannon Bambery 6 Attachment G:\0210303\Admin\Letter\2004_08-06 City of Eagan response to 7-13-04Revised.doc I Dunham Associates Consulting Engineers ~ Project Memorandum ~ Date: August 11, 2004 To: Shannon Bambery From: Randy Olson ~Z PROJECT: MVTA Bus Garage d k Comm. No.: 04-02118M Re: City of Eagan Review Comments Item 12: t I. Room number 134 Lube / Compressor Room does not exceed allowable limits per control area per IBC 307.7(1). Fluids contained in this room are either Class IIIB (26,400 gallons allowed when fully sprinklered) or Class IB (120 gallons allowed when fully sprinklered). A. Tanks Class Tank Size Allowable 1. Engine Oil #1 Class IIIB 1,000 Gal 26,400 Gal 2. Engine Oil #2 Class IIIB 500 Gal 26,400 Gal 3. Automatic Trans Fluid #1 Class IIIB 500 Gal 26,400 Gal 4. Automatic Trans Fluid #2 Class II1B 500 Gal 26,400 Gal 5. Engine Coolant #1 Class IIIB 500 Gal 26,400 Gal B. Drums (No permanent storage tank) Class Drum Size Allowable 1. Engine Oil #3 Class 11113 55 Gal 26,400 Gal 2. Engine Coolant #2 Class IIIB 55 Gal 26,400 Gal 3. Gear Oil #1 Class IIIB 55 Gal 26,400 Gal 4. Gear Oil #2 Class II1B 55 Gal 26,400 Gal 5. Chassis Grease #1 Class IIIB 40 Gal 26,400 Gal 6. Chassis Grease #2 Class IIIB 40 Gal 26,400 Gal 7. Windshield Washer Fluid Class IB 55 Gal 120 Gallons II. Room number 120 Bay No. 1 does not exceed allowable limits per control area per IBC 307.7(1). Fluids contained in this room are Class IIIB (26,400 gallons allowed when fully sprinklered). Class Tank Size Allowable A. Waste Oil Class II1B 2,500 Gallons 26,400 Gal B. Waste Coolant Class IIIB 500 Gallons 26,400 Gal Item 14: We will issue supplemental instruction to provide an additional meter. Item 15: We will issue supplemental instruction to extend to 24". G:\0210303\Consult\From4lunham\pme20040811 Eagan Review Conunents.doc 8200 Normandale Blvd., Suite 500 Minneapolis, MN 55437-1075 Tel.: 952-820-1400 FAX: 952-820-2760 DunhamAssociates.com CODE LEGEND FIRE-RATED PARTITIONS HIGHLIGHTED WITH THE FOLLOWING SYMBOLS REQUIRE FIRE-RATED OPENING PROTECTION, UNLESS NOTED OTHERWISE. • • 1-HR FIRE RATED BARRIER FROM FLOOR TO STRUCTURE. • • 2-HR FIRE RATED BARRIER FROM FLOOR TO STRUCTURE. ■ ■ 0- 1-HR FIRE RATED BARRIER FROM FLOOR TO STRUCTURE REQUIRING SMOKE DAMPERS IN DUCTWORK. ■ ■ 2-HR FIRE RATED BARRIER FROM FLOOR TO STRUCTURE REQUIRING SMOKE DAMPERS IN DUCTWORK. -OS- OCCUPANCY SEPARATION (MAY HAVE RATING ASSOCIATED, BUT NOT MANDATORY) • O a 1-HR FIRE BARRIER TO STRUCTURE (45 MIN DOOR, FRAME, WINDOW, CLOSURES, POSITIVE LATCHING, SMOKE GASKET, 60 MIN PARTITIONS, NO DAMPERS) INCEDENTAL USE ASI-1 EGRESS PATH EAGAN SHAFT F E V I E W E D BY O EXIT DATE 011V61 BUILDING INSPECTIONS DEP . Sheet Title Drawn Date Comm. No. Sheet No. CODE LEGEND- REVISED STB 8/12/04 2002.103.03 AS11-A1 Project Lawson Commons aiSt Peter Street Suite 380 , 600 Saint Paul, MN 55102-1996 6 MINNESOTA VALLEY TRANSIT AUTHORITY S EAGAN BUS GARAGE Voice: 651.M.3701 B W B R EAGAN, MINNESOTA Fax. 651.222.8961 ARCHITECTS Copyright BWBR Architects I - - Last user: 1020 Date: Fri. 13 Aug 2004 - 11:53am Dwg File: AS1-A2.DWG Xrefs: codesum 'C EAGAN REVIEWED BY 1 DATE 8 If-[P4 BUILDING INSPECTIONS DEPT. W CODE SUMMARY- NEW BUILDING (REVISED) BUILDING DOCUMENTATION FIRE-RESISTIVE REQUIREMENTS 1. OCCUPANCY CLASSIFICATION(S) BUILDING ELEMENT RATING (HRS) TEST OCCUPANCIES EXTERIOR BEARING WALLS 0 NA ' B, S-1, S-2 INTERIOR BEARING WALLS 0 NA ' SEPARATED OCCUPANCIES? YES NO X EXTERIOR NON-BEARING WALLS D NA FIRE BARRIER RATING(S) S-1/S-2 = 2HR STRUCTURAL FRAME (COLUMNS) 0 NA S-1jB = 2HR S-2/8 = 2HR STRUCTURAL FRAME (GENERAL) 0 NA 2. TYPE(S) OF CONSTRUCTION STRUCTURAL FRAME (EXTERIOR WALLS) D NA AS I -1 CONSTRUCTION TYPE(S) TYPE 2B PARTITIONS - PERMANENT D A FIRE WALL RATING(S) NA sITAFr ENCLOSURES 1 HR IBC TABLE 719.1 (2) ITEM 3 FLOORS - CEILINGS/FLOORS 0 (SEE NOTE #1) 1 3. ALLOWABLE AREA ROOFS - CEILINGS/ROOFS 0 (SEE NOTE #2) NA BASIC ALLOWABLE AREA SEE BELOW UL EXTERIOR DOORS AND WINDOWS 0 NA FRONTAGE INCREASE + If = ID0 (P - 0.25) IN ----30 SPRINKLER INCREASE + PROJECT DESCRIPTION (X 0 - 1 HOUR CONSTRUCTION SUBSTITUTION) (X 2 - MULTIPLE STORY BUILDING) (X 3 - SINGLE STORY BUILDING) MVTA - EAGAN BUS GARAGE: TOTAL ALLOWABLE AREA/FLOOR R i~ UNLIMITED PER 507.3 L - - - I THE FACILITY COMPRISES STORAGE, MAINTENANCE, ADMINISTRATIVE AND SUPPORT SPACES FOR MULTIPLE STORY INCREASE (X 2 - TWO STORY BUILDING) x (X 3 - THREE OR MORE STORY BUILDING) 60 BUSES WITH POTENTIAL TO EXPAND IN THE FUTURE. TOTAL ALLOWABLE ARWGUILOING UNLIMITED PER 507.3 - THE BUILDING WILL PRIMARILY BE ENCLOSED WITH NON-BEARING PCC PANEL AND SUPPORTED 4. ACTUAL AREA BY STEEL COLUMNS AND JOISTS. LEVEL ACTUAL AREA ALLOWABLE AREA MAIN 72,280 SF UNLIMITED THE BUILDING WILL BE FULLY SPRINKLED WITH 40' CLEAR ALL SIDES NON-COMBUSTIBLE CONSTRUCTION. SEE CODE PLAN FOR FURTHER INFORMATION. UPPER 6,420 SF UNLIMITED TOTAL OCCUPANT LOAD- 477 OCCUPANTS FUTURE (29,150 SF) UNLIMITED 238 MEN* A 238 WOMEN* AS 1-1 01.I %5,700 Sf I UI;LI1S IITLD 3 FIXTURES REQ'D (8 PROVIDED) MEN 1 07'850 3 FIXTURES REQ'D (7 PROVIDED) WOMEN - - 5. BUILDING HEIGHT 1 UNISEX (DRUG TESTING) ACTUAL HEIGHT ALLOWABLE HEIGHT 2 DRINKING FOUNTAINS (4 PROVIDED) 1 SERVICE SINK FEET 32'-0" 55'-0" xNOTE: MECHANICS LOCKER ROOM FIXTURE COUNT PROPORTIONED BASED UPON OWNER HISTORY STORIES 2 4 OF 3:1 MAXIMUM RATIO OF MALE:FEMALE MECHANICS (CURRENT MECHANICS = ALL MALE) ' 6. MISCELLANEOUS FIRE RESISTIVE CORRIDORS? YES NO X NOTES: #1: 2HR OCCUPANCY SEPARATION, SEE CODE PLAN INCIDENTAL USE AREA RATING(S) SEE CODE PLAN #2: SMOKE/HEAT VENTING NOT REQUIRED AT S-1 < 50,000 SF NOTE: THE FOLLOWING CODES WERE UTILIZED IN THE DESIGN OF THIS PROJECT: - 2000 IBC; 1991 UMC (WITH MN AMMENOMENTS); 2002 NEC (NFPA 70); ASHRAE 62- 2001 VENTILATION/INDOOR AIR QUALITY; NFPA 13- INSTALLATION OF FIRE SPRINKLERS; NFPA 72- 1999 INSTALLATION O FIRE ALARM SYSTEMS; AC; 318- 1999 STRUCTURAL CONCRETE CODE; 2003 MINNESOTA STATE BUILDING CODE (WILL CONTAIN MN RULES 1300, 1301, 1302, 1303, 1305, 1306, 1307, 1309, 1311, 1315, 1325, 1330, 1335, 1350, 1360, 1361 AND 1370); 2003 MINNESOTA STATE FIRE CODE (MN RULE 7510); MN RULE 7676- MN ENERGY CODE FOR COMMERCIAL BUILDINGS; MN RULE 4715- 2003 MINNESOTA STATE PLUMBING CODE; MN RULE 1346- 2003 MINNESOTA MECHANICAL CODE (2000 IMC AMEND.); MN RULE 1341- 1999 MINNESOTA ACCESSIBILITY CODE. A ASI-1 ro ~3 g fl p w o 110~ m y 3 0 Z (l1 m 3 g p W e ry 00 CIO CID 0 co m C:) Q CD g C a y 4 J q o - a H~ _ z Z a o o t't=1 -i 0 3 I i j ;j AUG 1 2004 4 B W B R ARCHITECTS August 11, 2004 By .V Mr. Dale Wegleitner ~ . Fire Marshal City of Eagan 3830 Pilot Knob Road Eagan, Minnesota 55122-1897 Architecture Interior Design Re: MVTA Eagan Bus Garage BWBR Commission No.: 2002.103.07 Stn OD Dear Mr. Wegleitner: The purpose of this letter is to request approval of Central Model WS Specific Application Window Sprinklers at the installation of a borrowed light in a 2 hour rated fire barrier as allowed under IBC Section 104.11 Alternative materials, design and methods of construction and equipment. General Project Description This facility consists of a freestanding building that serves as a bus maintenance facility. The occupancy of the building is classified as Group B, S-1 and S-2. The building construction type is Type II-B. Due to its location on the site, the building is allowed unlimited area and will serve as storage, maintenance, administrative and support space for approximately 60 buses, with the potential for future expansion. Issues 1. Opening No. 205. This opening is a borrowed light between corridor 205 and the bus repair maintenance facility on the floor below. As currently designed, this borrowed light consists of wired glass in a hollow metal frame. Per IBC Table 714.3.2, this window as designed provides a 45 minute rating. This opening is located in a 2 hour rated fire barrier wall serving as an occupancy separation between the B and S-1 Occupancy. Per IBC Table 714.2, the required rating of this opening is 90 minute. Proposed Resolutions Lawson Commons 1. BWBR proposes use of the Central Model WS Specific Application Window Sprinklers installed in compliance with the attached test data. As shown in the 380 St. Peter Street, Suite 600 attached data, the WS Sprinkler Heads when installed as tested provide up to a Saint Paul, N4N 55102-1996 2 hour rating on tempered glass up to 13 feet in height and unlimited in length. 651.222.3701 fax 651.222.8961 www.bwbr.com I Mr. Dale Wegleitner MVTA Eagan Bus Garage BWBR Commission No.: 2002.103.07 August 11, 2004 Page 2 i We request that you review the above proposal and would sincerely appreciate a decision as soon as reasonably possible, so that the project construction may proceed. Should you find our proposal resolving this issue to be acceptable, please sign in the appropriate location below and return one copy to BWBR for our files. Respectfully submitted, Accepted, BWBR ARCHITECTS, INC. CITY OF EAGAN C" Shannon Bambe I Attachment (Typed/Printed Name and Title) c: Doug Wild, BWBR David Leighly, BWBR Date: J. Craig Novaczyk, City of Eagan I i 11 August, 2004 B"R Architcus, Inc. 2004-08-11 City of Bagan.doc CENTRAL WS 3-0 Model WSTM Specific Application Window SprinklerST'" CENTRAL 5.6 K-factor - Quick Response Vertical Sidewall & Horiz. Sidewall Glass Bulb Automatic Sprinkler Tyco Fire Products www.centralsprinkler.com 451 North Cannon Avenue, Lansdale, Pennsylvania 19446 USA Customer Service/Sales: Tel: (215) 362-0700 / Fax: (215) 362-5385 Technical Services: Tel: (800) 381-9312 / Fax: (800) 791-5500 General Operation: The glass bulb contains a fluid which expands when exposed to heat. When the rated temperature is reached, the fluid expands sufficiently to Description shatter the glass bulb, which then The Central Model WS, 5.6 K-factor, allows the sprinkler to activate & flow ' water Pendent Vertical Sidewall and Horizon- tat Sidewall, Specific Application WARNING Window Sprinklers are quick response The Model WS Specific Application glass bulb type spray sprinklers. Window Sprinklers described herein These sprinklers are the first sprinklers must be installed & maintained in ever to be specifically Listed to provide compliance with this document, as well protection for heat strengthened or as with the applicable standards of the tempered glass windows using closed National Fire Protection Association, in sprinklers. As part of the testing, the addition to the standards of any other gas flow required to achieve the time/ authorities having jurisdiction. Failure to temperature relationship specified in do so may impair the integrity of these ASTM El 19 was established in a test devices. furnace without sprinkler protection. A The owner is responsible for fl* Window assembly protected with Model maintaining their fire protection system WS Specific Application Window and devices in proper operating Sprinklers was then installed in the test condition. The installing contractor or furnace and the same as flow condi- 9 sprinkler manufacturer should be tions were maintained for a two hour contacted relative to any questions. test period. No cracking or visible damage to the window was permitted during the test period (even when a OTechnical hose stream was directed at the window). The success of the Model WS Specific Data Specific Application Whitlow Sprinkler is based on its specially designed deflector, that Sprinkler Identification Number ensures that the spray pattern wets the SIN C3388 - Horizontal Sidewall Application entire surface of the window, and its SIN C3488 - Pendent Vertical Sidewall fast response thermal sensitivity. Approvals Window Based on this successful testing, the UL, C-UL & ULC Listed. NYC Approved. Model WS Specific Application Window (The approvals apply. only to the service aprinlders Sprinkler can be used as interior conditions indicated in the Design protection of windows or glazing in a Criteria Section) sprinklered building or non sprinklered building. Also, the Model WS Specific Additional Recognition: Application Window Sprinkler can be used National Evaluation Service (NER 516) Physical Characteristics as a open sprinkler for "Outside Sprinkler ICBO Evaluation Service (ER 5790) The Model WS Window Sprinklers Protection against Exposure Fire', using Pipe Thread Connection utilize a dezincification resistant (DZR) the design requirements of NFPA. 1/2 inch NPT bronze frame and a 3 mm bulb. The As with any specific application Discharge Coefficient two-piece button assembly is brass sprinkler, the installation instructions K = 5.6 GPM/psi" (80.6 LPMlbar"2) and copper. The sprinkler frame included in this data sheet must be orifice is seated with a gasketed preciseley followed. National Evalua- Temperature Ratings spring plate (Belleville Seal) consist- , tion Service inc. (NES), ICBO Evalua- 155°F/68°C & 200°F/93°C ing of a beryllium nickel disc spring tion Service, Inc, (ICBO ES), and that is sealed on both its inside and Underwriters Labratories of Canada Finishes outside edges with a TeflonTM gasket. (ULC) guidelines apply, consult the Sprinkler: White Polyester, Chrome The compression screw is bronze, & specific approval report. Plated, or Natural Brass the deflector is brass. Intermediate Horizontal Mullions: Intermediate Horizontal Design Mullions were not tested with the window sprinkler. Their use is outside the scope of the."Specific Application" Listing for the window. sprinklers. (Ref. Figure F) Criteria Deflector Location: Sprinkler Deflectors must be located as The Model WS Window Sprinklers are listed by UL and C-UL, and described below in order to ensure that the entire surface of the NYC Approved (MEA 191-96-E) for use as a "Specific Application glass window is covered. Sprinkler Deflectors are positioned with Window "and as respect to the window frame not the ceiling. Sprinkler open sprinklers for "Outside" use. These sprinklers are also recognized by the National Evaluation Horizontal Sidewall - Locate within the outside edge of the window Service Inc. (NES), ICBO Evaluation Service, Inc. (ICBO ES), and frame from 1/2" to 4" (12,7 mm to 101,6 mm) away from the glass Underwriters Labratories of Canada (ULC) as providing a two- and 2"±l' (50,8 mm ±25,4 mm) down from the top of exposed hour equivalency for a fire separation assembly, when installed in glass. (Ref. Figure G) accordance with the NES Report (NER 516), ICBO Evaluation Pendent Vertical Sidewall - Locate 4" to 12" (101,6 mm to 304,8 Service Report (ER 5790), and ULC/ORD-0263.1 Appendix A. mm) from the face of the glass and 3'±1 " (76,2 mm +25,4 mm) Note down from the top of exposed glass. (Ref. Figure H) NER 516 can be obtained at www.natevat.org. ER 5790 can be Minimum Clearance From Face of Glass to Combustible obtained at www.icbo.org. ULC/ORD-C263.1 Appendix A can be Materials: obtained by contacting Technical Services. All combustible materials shall be kept 2" (50,8 mm) from the front Area of Use When acceptable to the Authority Having Jurisdic face of the glass. This can be accomplished by a 36" (914,4 mm) lion and unless modified by one of the reports mentioned above, Jurn wall or any other method acceptable to the Authority Having the Model WS Specific Application Window Sprinklers may be Jurisdiction. used in either a sprinklered or unsprinklered building to protect Escutcheon Assemblies nonoperable window openings that are part of a fire separation The'window sprinklers can betised with any metaiic flush or provided: extended escutcheon, provided the dimensions from the sprinkler a man interior fire deflector to the window frame and glass surface as specified in separation, the window sprinklers are installed this data sheet are maintained. These sprinklers are not listed for on both sides of the window in the fire separation. (Ref. Figure A) recessed applications. b) in jurisdictions where exterior spatial separation is defined as Recommended Hydraulic Requirements: The Authority Having protecting an adjacent building from a fire in your building, window Jurisdiction should be consulted to determine the hydraulic sprinklers are installed on the interior side of the building (Ref. requirements for each installation. Figure B), or c) in jurisdictions where exterior spatial separation is defined as Interior Protection Sprinklered Building - Identify which compart mented protecting your building from a fire in an adjacent building, open area has the most hydraulically demanding window window sprinkler; are installed on the exterior side of the building area or sprinklers. the number to of all Window thedow sprinklers within a to over a fed (Ref. Figure C). sprinklers required to cover a ~ll__ re C combined linear length of glass equal to 1.2 x the square root of XYRP: the system area of operation, whichever is greater. For example if Interior Protection - Wet Systems. the building design area is 1500 fiz then 1.2 x (1500 ft2)12 = 46.5 Outside Exposure Protection - Deluge. linear feet of glass or 1.2 x (139 m2)1,2 =14,2 linear meters of Glass Type; Non Opererable Heat-strengthened, Tempered, or glass. Add the window sprinkler demand to your most demanding stronger glass window assemblies that are a minimum 1/4" hydraulic design area. (6 mm) thick. Interior Protection Non-Sprinklered - Calculate all the sprinklers on Tvue of Window Frame/Mullion• Noncombustible Frame with a the most demanding side of the glazing assembly within the standard EPDM rubber gasket seal. Vertical joints of glass panes enclosure. must be connected by butt-joints sealed with a silicone sealant Exterior Exposure Protection - Calculate all sprinklers controlled by between the individual panes or by Noncombustible Mullions (Ref. the deluge valve using the design requirements of NFPA. Figure D & E) Duration of Water Supply The duration of the water supply must Maximum Lengtlt,of Window Assembles Unlimited comply with the requirements of NFPA. In the event the window Maximum Heigtff'of Window Assembly: sprinklers are being used to provide the equivalency of a fire 13'(3,96 m) (Ref' Figure G & H) rating, the water supply must be capable of supplying water for the Maximum Distance Between Window Sprinklers: required rating period. 8'(2,44 m) (Ref, Figure D & E) Minimum Flow W Sorinlder: Minimum Distance Between Window Sprinklers: 6 (1,83 m) (Ref. Figure D & E), unless separated by a baffle or Onimum mullion of sufficiant depth to act as a baffle. (A mullion will act as a Spacing Flow/Pressure baffle, when in the case of the Pendent Vertical Sidewall, the 6' to 8' 20.0 gpm / 12.7 psi mullion extends to the back of the sprinkler deflector, and in the case of the Horizontal Sidewall, the mullion extends to the (1,83 in to 2,44 m) 75,7 Lpm / 0,88 bar sprinkler wrench flat) Minimum Distance from Standard Sprinklers: Less than 6' 15.0 gpm / 7.0 psi 6'(1,83 m) unless separated by a baffle. (1,83 m) 56,8 Lpm / 0,48 bar Sprinkler Location- Maximum Pressure Per Sarfnkler• Mullioned Glazing Assemblies - Locate window sprinklers within each mullioned glazing segment. (Ref. Figure D) Horizontal Sidewall ='70 psi (4,83 bar) Butt Jointed Glazing Assemblies - Locate window sprinklers on Vertical Sidewall = 175 psi (12,07 bar) maximum 8'(2,44 m) centers. (Ref. Figure E) ` The 70 psi is only for cold solder purposes. If there is a baffle or Maximum Distance from Vertical Mullion mullion of sufficient depth to act as a baffle, separating the 4' (1,22 m). (Ref. Figure D) sprinklers, the maximum pressure is 175 psi. Minimum Distance from Vertical Mullion: 4" (101,6 mm). (Ref. Figure D) Figure 1 - Model WS, Horizontal Sidewall Specific Application Window Sprinkler TOP-OF SPRINKLER 2-1/8 " DEFLECTOR ` (54,0 mm) 1/2"NPT f 13/16" (20,6 mm) 1-5/8" (41,3 mm) I7~ WRENCH 7/16" (11,1 mm) FLAT MAKE-IN ELEVATION TOWARDS WINDOW VIEW Figure 2 - Model WS, Pendent Vertical Sidewall Specific Application Window Sprinkler FRONT VIEW SIDE VIEW 7/16' (11,1 mm) 112" NPT MAKE-IN WRENCH TOWARDS WINDOW FLAT 2-1/8' (54,0 mm) TOP OF SPRINKLER DEFLECTOR '-15/8" (26,2 mm) (15,9 mm) F 2-1/16" (52,4 mm) L(25,14 mm) ELEVATION VIEW Figure 3 - Cross Section Model WS, Pendent Vertical Sidewall Specific Application Window Sprinkler GASKETED SPRING PLATE BUTTON (BELLEVILLE I ASSEMBLY SEAL) I , GLASS BULB SPRINKLER OPERATING FRAME I ELEMENT I COMPRESSION/ DEFLECTOR SCREW Figure A - Interior Fire Separation Installation = C INSIDE The Model WS Specific Application Window Sprinklers must be installed in accordance with the following INSIDE instructions. NOTES When acceptable to the Authority Having Jurisdiction the Model WS Specific Application Do not install any bulb type sprinkler if Window Sprinklers may be used in either a sprinklered or unsprinklered building to protect the bulb is cracked or there is a loss of nonoperable window openings that are part of a fire separation provided in an interior fire liquid from the bulb. With the sprinkler separation, the window sprinklers are installed on both sides of the window in the fire held horizontal, a small air bubble separation. should be present. The diameter of the air bubble is approximately 1116 inch (1,6 mm). A leak tight 112 inch NPT sprinkler Figure B - Exterior Separation joint should be obtained with a torque of 7 to 14 ft. lbs. (9, 5 to 14, 0 Nm). A maximum of 21 ft.lbs. (28,5 Nm) of OUTSIDE torque is to be used to install 112 inch NPT sprinklers. Higher levels of INSIDE may distort the sprinkler inlet T~ EXPOSURE with consequent leakage or impair- SIDE ment of the sprinkler. Step 1. The pendent vertical sidewall When acceptable to the Authority Having Jurisdiction the Model WS Specific Application sprinkler must be installed only in the Window Sprinklers may be used in either a sprinklered or unspdnklered building to protect pendent position with the centerline of nonoperable window openings that are part of a fire separation provided in jurisdictions the sprinkler parallel to the glass where exterior spatial separation is defined as protecting an adjacent building from a fire in surface. The sprinkler must be your building, window sprinklers are installed on ft interior side of the building oreintated so that the direction of flow indicated on the sprinkler deflector is facing the window. The horizontal sidewall sprinker must be installed Figure C - Exterior Separation only in the horizontal position with the centerline of the sprinkler perpendicu- lar to the glass surface. The sprinkler must be oreintated so that the word INSIDE "Top" indicated on the sprinkler deflector is facing the top of window PAM :~V~ frame. OUTSIDE EXPOSURE Step 2. With pipe thread sealant SIDE applied to the pipe threads, hand When acceptable to the Authority Having Jurisdiction the Model WS Specific Application tighten the sprinkler into the sprinkler Window Sprinklers may be used in either a sprinklered or unsprinklered building to protect fitting. nonoperable window openings that are part of a fire separation provided in jurisdictions Step 3. Wrench tighten the Sprinkler where exterior spatial separation is defined as protecting your building from a fire in an using only the Combination Sprinkler adjacent building, open window sprinklers are installed on the exterior side of the building Wrench (Ref. Figure 4). The Combi- nation Sprinkler Wrench is to be applied to the Sprinkler Wrench flats Figure 4 - Combination Sprinkler WrencWart #1106) only. I Figure D - Multiple Windows Separated by Mullions 6' (2,44 m) Maximum - ~ r« r 6'(1,83 m) Minimum' . .I I Mullion _ 'Minimum Distance Between Window Sprinklers is 6 (1,83 m) unless separated by a baffle or Max - 4'(1,22 m) mullion of sufficiant depth to act Min - 4' (101,6 mm) as a baffle. (Pendent Vertical Sidewall Sprinklers show for clarity) i Figure E - Multiple Windows Separated by Butt Joints I Max - 4' (1,22 m) Min - 4' (101,6 mm) B' m) maximum 6' (1,83 m) I~ I No Minimum Minimum or Maximum Mullion Butt Joint Window Sprinklers are NOT required to be located with res ect to horizontal or vertical butt joints. (Pendent Vertical Sidewall Sprinklers show for clarity) Figure F - Windows with Horizontal Mullions Mullion Window Sprinklers are NOT Listed to protect windows when intermediate horizontal mullions are present. Intermediate Mullion (Pendent Vertical Sidewall Sprinklers show for clarity) f+a~.e & Q_ Figure F C WSTm Horizontal Sidewall Maintenance The Model WS Specific Application Window Sprinklers must be main- tained and serviced in accordance with the following instructions. NOTES Before closing a fire protection system main control valve for maintenance work on the fire protection system it controls, permission to shut down the affected fire protection systems must window be obtained from the proper authori- i Frame ties. All personnel who may be No Maximum affected by this action must be Distance wil 2^ (50,8 mm) notified. "TOP" t No Maximum Sprinklers which are found to be , V (25,4 mm) Height leaking or exhibiting visible signs of corrosion must be replaced. Automatic sprinklers must never be shipped or stored where their tem- Installation Note: peratures will exceed 100°1F/38°C and All frame arms must they must never be painted, plated, be in vertical alignment Maximum coated or otherwise altered after Height 13' leaving the factory. Modified sprinklers 112' (12,7 mm) to 4'(101,6 mm) (3,96 m) must be replaced. Sprinklers that Must be within the Mullion of the have been exposed to corrosive window. Window products of combustion, but have not operated, should be replaced if they Sprinklers cannot be completely cleaned by Shown on one wiping the sprinkler with a cloth or by All combustible materials side for clarity. brushing it with a soft bristle brush. shall be kept 2" (50,8 mm) Care must be exercised to avoid from the front face of the damage - before, during, and after glass. This can be installation. Sprinklers damaged by dropping, striking, wrench twist/ accomplished by a slippage, or the like, must be re- 36" (914,4 mm) pony wall placed. Also, replace any sprinkler or any other method that has a cracked bulb or that has acceptable to the Authority lost liquid from its bulb (ref. Installa- Having Jurisdiction. tion Section). The owner is re0onsible for the inspection, testing, and maintenance of their fire protection system and devices in compliance with this document, as well as with the appli- cable standards of the National Fire Protection Association (e.g., NFPA 25), in addition to the standards of any other authorities having jurisdiction. The installing contractor or sprinkler manufacturer should be contacted relative to any questions. It is recommended that automatic sprinkler systems be inspected, tested, and maintained by a qualified Inspection Service. Figure G Limited WSTM Pendent Vertical Sidewal( Sprinkler Warranty Products manufactured by Tyco Fire Products are warranted solely to the original Buyer for ten (10) years against defects in material and workmanship when paid for and properly installed and maintained under normal use and service. This warranty will expire ten (10) years from date of shipment by Tyco Fire Products. No warranty is given for Window products or components manufac- Frame tured by companies not affiliated by No Maximum No Maximum ownership with Tyco Fire Products or Distance } Height for products and components which 3"(76.2 mm) have been subject to misuse, im- 1• (25.4 mm) proper installation, corrosion, or which j have not been installed, maintained, modif~d or repaired in accordance / 1z" (soa,s mm} Max. with-applicable Standards of the a' (101,6 mm) Min. National Fire Protection Association, and/or the standards of any other "FLOW ARROW" Authorities Having Jurisdiction. Maximum Materials found by Tyco Fire Products Height 13' to be defective shall be either repaired (3,96 m) or replaced, at Tyco Fire Products' sole option. Tyco Fire Products / Window neither assumes, nor authorizes any Sprinklers person to assume for it, any other All combustible materials / Shown on one obligation in connection with the sale shall be kept 2" (50,8 mm) of products or parts of products. Tyco from the front face of the / side for clarity. Fire Products shall not be responsible glass. This can be for sprinkler system design errors or accomplished by a / inaccurate or incomplete information 36" (914,4 mm) pony wall supplied by Buyer or Buyer's repre- or any other method / sentatives. acceptable to the Authority IN NO EVENT SHALL TYCO FIRE Having Jurisdiction. / PRODUCTS BE LIABLE, IN CON- / TRACT, TORT, STRICT LIABILITY OR UNDER ANY OTHER LEGAL j THEORY, FOR INCIDENTAL, INDIRECT, SPECIAL OR CONSE- / QUENTIAL DAMAGES, INCLUDING BUT NOT LIMITED TO LABOR CHARGES, REGARDLESS OF WHETHER TYCO FIRE PRODUCTS WAS INFORMED ABOUT THE POSSIBILITY OF SUCH DAMAGES, AND IN NO EVENT SHALL TYCO FIRE PRODUCTS' LIABILITY EXCEED AN AMOUNT EQUAL TO THE SALES PRICE. THE FOREGOING WARRANTY IS MADE IN LIEU OF ANY AND ALL OTHER WARRANTIES EXPRESS OR IMPLIED. INCLUDING WARRAN- TIES OF MERCHANTABILITY AND FITNESS FOR A PARTICULAR PURPOSE. I Figure H Orderin Recessed Ceiling Condition g Pendent Vertical and Horizontal Sidewall Window Sprinklers Can be r1information installed into recessed ceiling spaces: Curtains, blinds or other window Ordering Information: When coverings are NOT to be located between the sprinkler and the window. placing an order, indicate the full product name. Please specify the quantity, model, style, orifice size, temperature rating, type of finish or coating, and sprinkler wrench. Refer to price list for complete listing of Part Numbers. Patents: Patents are pending. Teflon is a trademark of the DuPont Corp. Glass Blinds or Curtains MUST not be between Window sprinkler and glass Sprinklers Shown on one All combustible materials side for clarity. shall be kept 2" (50,8 mm) from the front face of the glass. This can be accomplished by a 36" (914,4 mm) pony wall or any other method acceptable to the Authority Having Jurisdiction. I . twee Flow Control/Tyco Fire Products Printari in U S A anti 2002.103.07 Minnesota Valley Transit Authority, Eagan Bus Garage SECTION 01431 - SPECIAL INSPECTION AND TESTING SCHEDULE Project Name Minnesota Valley Transportation Authority PROJECT NO. Location Eagan Minnesota PERMIT NO. (1) SPECIAL INSPECTION SCHEDULE Specification (2) Description (3) Type of Report Assigned Section Inspector (4) Frequency (5) Firm (6) 01520 Configuration SI-S Periodic S.E.R 03300 Concrete and reinforcement SI-T periodic ITA 03300 Bolts in concrete _ SI-S continuous ITA 03410 Welded precast field connect SI-S periodic ITA 03470 04200 Masonry SI-T continuous, see ITA IBC Table 1704.5.3 05120 Welding structural steel SI-S periodic ITA 05120 High-strength bolting SI-T periodic ITA 05310 Welding metal deck SI-S periodic ITA 02200 Site preparation for fill and SI-T prior to placement of fill ITA backfill compaction per IBC 17.04.7 and during backfill 07810 Fireproofing SI-T per IBC 17.04.11 ITA If not otherwise specified, assumed special testing and inspection program will be the CASE/MN "Guidelines for Special Inspection & Testing" as referenced in the State Building Code. (1) Permit No. to be provided by the Building Official. (2) Referenced to Specifications sections. (3) Descriptions per IBC Chapter 17 as adopted by the Minnesota State Building Code. (4) Special Inspector - Technical, Special Inspector - Structural (5) Weekly, monthly, per test/inspection, per floor, periodic, continuous, etc. (6) Firm contracted to perform services. ACKNOWLEDGMENTS f~(Eac~ppropriate representative shall sign below) 11 J Owner`s Firm: Minnesota Valley Transit Authority Date: -A P aAl r Contractor: Dat Architect: Firm: BWBR Architects Date: 1001 SER: Brion Szwed Firm: Dunham Associates Date: ZS~ SI-S: ~ Firm: ITA CF Z_ Date: 7 Az A SI-T: A~ Firm: ITA CIE Date: 711Z 0 SI-S: Firm: Dunham Date: G ZD'~ ITA: Firm:G Dat : F: Firm: Ls d~fi, t Z U4 F: Firm: Date: Legend: SER - Structural Engineer of Record SI-T - Special Inspector - Technical F - Fabricator SI-S - Special Inspector - Structural ITA - Independent Testing Agency Accepted for the Building Department by __Oe Date: t3 8 March 2004 01431 -1 Special Inspection and Testing Schedule BLACKHAWK ROAD EXISTING ASH LAND FILL \ DO NOT DISTURB LAND FILL CLOSURE LINER \ I DO NOT CROSS CONSTRUCTION LIMITS 1 DO NOT USE FOR CONSTRUCTION STAGING ' y f I CONTRACTOR TO MAINTAIN FENCED BARRIER I Y ♦ C v ' L TYPE OF CONSTRUCTION: II-B ♦ MVTA- EAGAN BUS GARAGE G OCCUPANCY CLASSIFICATION: B, S-1, S-2 ♦ 3600 BLACKHAINK RD. Q FIRE HYDRANT ! ® KEY BOX Q FIRE ALARM MAIN PANEL , (D)FIRE SPRINKLER ROOM (E)ELECTRIC MAIN SHUT OFF MER ©WATER SHUT OFF N, EAGAN r-~ J FlRE ALARM ANENU CIATORPAPANEL RE N I W D PIAN NoRtFI (K)UNDERGROUND FUEL TANK Q PEDESTRIAN BRIDGE- 14'-0t6LEAR ol/ Q EMERGENCY GENERATOR/TRAN ORMEEr ® LOCKABLE VEHICLE BARRIER/5 (i(3E39 GATE) 13'2 is ! G I i u o~ J L . P T. ` SHAWNEE ROAD EMERGENCY RESPONSE STIE PLAN 0 60 120 r e Permit Number Envelope Compliance Certificate Checked By/Date Minnesota Commercial Code COMcheck-EZSoftware Version 2.5 Release I Data filename: P:\0402118\Mech\Energy Calcs.cck Section 1: Project Information Project Name: MVIA Bus Gaiage Designer/Contractor: BWBR Architects Dunham Associates Consulting Engineers Document Author: Randy Olson Section 2: General Information Building Location (for weather data): Dakota, Minnesota Climate Zone: 15 Heating Degree Days (base 65 degrees F): 8499 Cooling Degree Days (base 65 degrees F): 657 Project Type: New Construction Whole Building Type(s) Floor Area Garages 50,001-250,000 fl2 78700 Section 3: Requirements Checklist Bldg { Dept { Use { Air Leakage, Component Certification, and Vapor Retarder Requirements [ ] I. All joints and penetrations are caulked, gasketed, weather-stripped, or otherwise sealed. [ ] { 2 Windows, doors, and skylights certified as meeting leakage requirements.. [ ] { 3 Component R-values & U-factors labeled as certified. [ ] { 4. Vapor retarderinstalled, _EAGPI REVIEW BY $ EUi~UING INSPECT ► ~ t Climate-Specific Requirements Gross Cavity Cont. Proposed Budget Component Name/Descri~tion Area R-Value R-Value U-Factor U-Factor Roof 1: Metal Roof without Ihermal Blocks 73574 0.0 20.0 0.048 0 045 Skylight l: Metal Frame with Thermal Break, Double Pane with Low-E Tinted, SHGC 023 200 0 230 0.045 Exterior Wall 1: Solid Concrete or Masonry > 8" Furring: None 18569 100 0.081 0 068 Window 1: Metal Frame with Thermal Break, Double Pane with Low-E Cleat, SHGC 0.63, PF 0.89 332 0.310 0.520 Window 3: Metal Frame, Single Pane, Clear, SHGC 0.80 404 0 066 0.520 Door 3: Overhead 62'72 0.066 0.113 Exterior Wall 2: Metal Frame, 16" o c 3884 0.0 10.0 0.081 0.068 Window 2: Metal Frame with Thermal Break, Double Pane with Low--E Tinted, SHGC 0 29, PF 0.15 755 0.320 0.520 Exterior Wall 3: Metal Fratne, 16" o.c. 9268 0.0 15.0 0 058 0.068 Doom 1: Solid 231 0.090 0,113 Floor 1: Heated Slab-On-Grade, Vertical 4 ft 1300 100 (a) Budget U-factors are used for software baseline calculations ONLY, and are not code requirements Envelope PASSES: Design 23% better than code Section 4: Compliance Statement the proposed envelope design represented in this document is consistent with the building plans, specifications and other calculations submitted with this permit application The proposed envelope system has been designed to meet the Minnesota Commercial Code requirements in COMcheck-EZ Version 2.5 Release 1 and to comply with the mandatory requirements in the Requirements Checklist. Principal Envelope Designer-Name r b ture Date Permit Number Mechanical Compliance Certificate Checked By/Date Minnesota Commercial Code COMcheck-EZ Software Version 2.5 Release 1 Data filename: P:\0402118\Mcch\Energy Calcs cck Section 1: Project Information ProjectName: MVTA Bus Garage Designer/Contractor: BWBR Architects Dunham Associates Consulting Engineers Document Author: Randy Olson Section 2: General Information Building Location (for weather data): Dakota, Minnesota Climate Zone: 15 Heating Degree Days (base 65 degrees F): 8499 Cooling Degree Days (base 65 degtees F'): 657 Project Type: New Construction Section 3: Mechanical Systems List uanti Stem Ivne & Description 1 HVAC System 1: Heating: Other, Gas / Cooling: Rooftop Package Unit, Capacity >=240 - <760 kBtu/h, Au-Cooled Condenser / Multiple-Zone 1 Water Heating 1: Service Water Heater w/ Circulation Pump Section 4: Requirements Checklist Bldg. Dept. Use Requirements Specific To: HVAC System 1 [ ] 1.. Miniinum one temperature control device per zone [ ) 2 Equipment minimum efficiency: Rooftop Package Unit: 8.5 EER, 7.5 IPLV [ ] 3. Integrated air economizer is included ( ] 4. Systems serving more than one zone must be VAV systems [ ] 5.. Single-duct VAV terminals reduce primary air before reheating [ ] 6 Controls capable of resetting supply air temp (SAT) by 25% of SAT-room temp difference Requirements Specific To: Water Heating 1 [ ) E 1. 1-in. pipe insulation on circulation systems [ ] 2 Automatic on/offcontrol required for circulating systems Generic Requirements: Must be met by all systems to which the requirement is applicable [ ] 1. Load calculations per 1997 ASHRAE Fundamentals [ ] 2. Plant equipment and system capacity no greater than needed to meet loads - Exception: Standby equipment automatically off when primary system is operating - Exception: Multiple units controlled to sequence operation as a function of load [ ] 3 Minimum one temperature control device per system [ ] { 4 Minimum one humidity control device per installed humidification/dehumidification system ' [ ] 5 Thermostatic controls has 5 deg. F deadband - Exception: Thermostats requiring manual changeover between heating and cooling [ ] 6. Automatic Controls: Setback to 55 deg. F (heat) and 85 deg F (cool); 7-day clock, { 2-hour occupant override, l0-hour backup - Exception: Continuously operating zones - Exception: 2 kW demand or less, submit calculations [ ] J 7. Automatic shut-off dampers on exhaust systems and supply systems with airflow >3,000 cfm [ ] { 8. Outside-air source for ventilation; system capable of'reducing OSA to required minimum [ ] 9. R-5 supply and return air duct insulation in unconditioned spaces J R-8 supply and return air duct insulation outside the building R-8 insulation between ducts and the building exterior when ducts are part of a building assembly { - Exception: Ducts located within equipment { - Exception: Ducts with interior and exterior temperature difference not exceeding 15 deg. F [ ] F 10. Ducts sealed - longitudinal scams on rigid ducts; transverse seams on all duets; J UL 181A or 18 tapes and mastics [ ] I 1 Mechanical fasteners and sealants used to connect ducts and air distribution equipment [ ] { 12 Operation and maintenance manual provided to building owner- [ ] { 13 Balancing devices provided in accordance with IMC 603 ).15 [ J 14. Newly purchased service water heating equipment meets the efficiency requirements [ ] 15, Water heater temperature controls: 110 deg F for dwelling units or 90 deg.. F J for other occupancies Section 5: Compliance Statement the proposed mechanical design represented in this document is consistent with the building plans, specifications and other calculations submitted with this permit application- The proposed mechanical systems have been designed to meet the Minnesota Commercial Code requirem in COlvicheck-EZ Version 2 5 Release 1 and to comply with the mandatory requirements in the Requirements klist Principal Mechanical Designer-Name Signature Date Mechanical Requirements Description Minnesota Commercial Code COMcheck-EZ Software Version 2.5 Release 1 Data filename: P:\0402118\Mech\Energy Cales.cck The following list provides more detailed description of the requirements in Section 4 of the Mechancal Compliance Certificate. Requirements Specific To: HVAC System 1 I Each zone of a multiple-zone system must have its own temperature control device. 2 The specified heating and/or cooling equipment is covered by ASHRAE 90 1 Code and must meet the following minimum efficiency: Rooftop Package Unit: 8.5 EER, 7 5 1PLV 3. An integrated air economizer is required for individual cooling systems over 90 kBtu/h or 3,000 efm in the selected climate. An integrated economizer allows simultaneous operation of outdoor-air and mechanical cooling 4 Systems serving multiple thermostatic control zones must be variable-flow systems, Zone terminal controls must reduce the flow of primary supply air before reheating, tecooling, or mixing air streams.. 5. The specified multiple-zone system is equipped with single-duct VAV terminals. These terminals must be equipped with dampers, air valves, or other means to reduce the supply of primary supply air to a minimum prior to reheating 6. Multiple-zone systems must include controls capable of resetting the supply air temperature by at least 25% of the difference between the design supply au' temperature and the design room temperature. Requirements Specific To: Water Heating 1 1 Piping for the specified circulating service hot water system must be insulated with a minimum of 1-in insulation having a conductivity no >0.28 Btu in/(h fl2 °F). 2. Circulating service hot water systems must have a time switch control that can automatically turn off'the system during unoccupied hours Generic Requirements: Must be met by all systems to which the requirement is applicable 1 Design heating and cooling loads for the building must be determined using procedures equivalent to those in Chapters 27 and 28 of the ASHRAE Handbook of Fundamentals or an approved equivalent calculation procedure. 2. All equipment and systems must be sized to be no greater than needed to meet calculated loads. A single piece of equipment providing both heating and cooling must satisfy this provision for one function with the capacity for the other function as small as possible, within available equipment options - Exception: The equipment and/or system capacity may be greater than calculated loads for standby purposes. Standby equipment must be automatically controlled to be off'when the primary equipment and/or system is operating. -Exception: Multiple units of the same equipment type whose combined capacities exceed the calculated load are allowed if they are provided with controls to sequence operation of the units as the load increases or- decreases. 3. Each heating or cooling system serving a single zone must have its own temperature control device. 4. Each humidification system must have its own humidity control device. 5 Thermostats controlling both heating and cooling must be capable of maintaining a 5 degree F deadband (a range of temperature where no heating or cooling is provided). - Exception: Deadband capability is not required if the thermostat does not have automatic changeover- capability between heating and cooling 6. The system or zone control must be a programmable thermostat or other automatic control meeting the following criterixa) capable of setting back temperature to 55 degree F during heating and setting up to 85 degree F during coolingb) capable of automatically setting back or shutting down systems duxing unoccupied hours using 7 different day schedulesc) have an accessible 2-hour occupant overtided) have a battery back-up capable of maintaining programmed settings for at least 10 hours without power. - Exception: A setback or shutoff'control is not required on thermostats that control systems serving areas that operate continuously_ - Exception: A setback or shutoff control is not required on systems with total energy demand of'2 kW (6,826 Btu/h) or less. 7 Outdoor-au' supply systems with design airflow rates >3,000 cfin of outdoor air and all exhaust systems must have dampers that are automatically closed while the equipment is not operating 8. the system must supply outside ventilation air as required by Chapter 4 of the International Mechanical Code. If the ventilation system is designed to supply outdoor-air quantities exceeding minimum required levels, the system must be capable of reducing outdoor-air flow to the minimum required levels. 9 Air' ducts must be insulated to the following levels:a) Supply and return air ducts for conditioned air located in unconditioned spaces (spaces neither heated nor' cooled) must be insulated with a minimum of R-5.. Unconditioned spaces include attics, crawl spaces, unheated basements, and unheated garages.b) Supply and return air ducts and plenums must be insulated to a minimum of R-8 when located outside the building c) When ducts are located within exterior components (eg, floors or roofs), minimum R-8 insulation is required only between the duct and the building exter for - Exception: Duct insulation is not required on ducts located within equipment. - Exception: Duct insulation is not required when the design temperature difference between the interior and exterior of the duct or plenum does not exceed 15 degree F. 10 All joints, longitudinal and transverse seams, and connections in ductwork must be securely sealed using weldments; mechanical fasteners with seals, gaskets, or mastics; mesh and mastic sealing systems; or tapes. Tapes and mastics must be listed and labeled in accordance with UL 181A or UL 18113 11 Mechanical fasteners and seals, mastics, or gaskets must be used when connecting ducts to fans and other air distribution equipment, including multiple-zone terminal units 12. Operation and maintenance documentation must be provided to the owner that includes at least the following information:a) equipment capacity (input and output) and required maintenance actionsb) equipment operation and maintenance manualse) F1VAC system control maintenance and calibration information, including wiring diagrams, schematics, and control sequence descriptions; desired or field-determined set points must be permanently recorded on control drawings, at control devices, or, for digital control systems, in pr'ogr'amming commentsd) complete narrative of how each system is intended to operate, 13 . Each supply au outlet or diffuser and each zone terminal device (such as VAV or mixing box) must have its own balancing device. Acceptable balancing devices include adjustable dampers located within the ductwork, terminal devices, and supply air diffusers 14 Service water heating equipment must meet minimum Federal efficiency requirements included in the National Appliance Energy Conservation Act and the Energy Policy Act of 1992, which meet or exceed ASHRAE 90.1 Code. New service water heating equipment can be assumed to meet these requirements.. 15. Water-heating equipment must be provided with controls that allow the user to set the water temperature to 110 °F for dwelling units and 90 °F for other occupancies Controls must limit output temperatures of lavatories in public facility r•estrooms to 110 °F. M V T A 13Lls SZOrt A lE I MR I Ntexi ► ee Effective October 1, 1993, To Comply With The Minnesota Energy Code Sections Concerning Electrical Power And Lighting, The Following Will Be Required: A Completed Copy Of The Attached Illumination Budget Calculation Form (S), And; • A Reflected Ceiling Plan With Fixture Schedule Must Be Submitted With Construction Plans And Permit Application When The Work Proposed Includes Any Of The Following: • Change Of Occupancy New Construction ■ Additions To EAsting Structure (S) ■ Lighting System Replacement In Existing Spaces * * Note: Exceptions To Above Are: Dwelling Unit (S) • Private Detached Or Attached Garages In Most Cases The Attached Simplified Prescriptive Illumination Budget Calculation Form Will Be Adequate. N Alternative Lighting Design Is Proposed, Calculation Using The System Performance - Method Will Be Necessary. Instructions And Form (S) Packet Available Upon Request.----EAGAN REVIEW, C"Y s t~ Q `.p1NG INSPE TIC~~~ d.►.E. Allowable Watts Per Sq. Ft. BUILDING TYPE/AREA FUNCTION Gross Lighted Area Ranges 0 to 2,001 to 10,001 to 25,001 to 50,001 to >250,000 ftz 2.000 ft' 10,000 ft, 25,000 ft' 50,000 ft2 250,000 ftz Food Service/Fast Food Cafeteria 0..42 0.85 0.82 0.81 0.81 0.80 1.40 Leisure Dining/Bar 1.60 1.56 1.52 1.48 11.44 Offices 1.40 1.34 1.27 1..22 1.16 1.11 Retail'/Retail General 2.72 2.52 2.32 2.05 1.87 1.72 Mall Concourse/Multi-Store service 0.69 0.68 0,65 0.63 0.61 0.60 Service Establishment 2.81 - 2.03 1.78 1.65 1.54 1.46 Garages 0.25 0.24 0.23 0.22 0.21 0.20 Schools Pre-elementary 1.33 1.33 127 1.22 1.16 1.11 Jr. High/High School 1.40 1.40 1.39 1.35 1.30 1.26 echnicaWocationall 1.77 2.72 1.60 1.49 1.36 1.26 arehouse/Storage 0.60 0.50 0.42 0.36 0,32 0.30 Exterior Lighting Allowances UNIT POWER AREA DESCRIPTION DENSITY (UPD) E)dt (with or without canopy) 25 Min, R. of door opening Entrance (without canopy) 30 Min. ft.. of door opening Entrance (with canopy) High Traffic (retail, hotel, airport, theater, etc..) 10 WM2 of canopied area Light Traffic (hospital, office, school, eta) 4W/ttz of canopied area Loading area 0.40 With Loading door 20 Wlfin. ft. of door opening Building E)dedor Surfaces/Facades 0.25 W/ftz of surface area to be illuminated Storage and Non-manufacturing work area 020 W/ftz Other activity areas for casual use such as picnic grounds, gardens, 0. 10 W/ftz parks, and other landscaped areas Private dnvewaystwalkways 0.10 W/ftz Public drivewaysMralkways 0.. 15 W/ftz Private parking lots 0.12 W/ftz Public parking lots 0.1o W/ftz Note: 1 Includes general, merchandising and display lighting. Illumination Budget Calculation Summary Building Address: MV TA 13y-S GAS n.jkS E {Y nom- Fik-CIL IZ 1 Designer Name or Firm: ~L1M11~q yV1 SSOGI ~►'Z~~ Phone: R5? - 8z0- I VOd Please Type or Print This worksheet is intended to determine compliance with Minnesota Energy Code Part 7670.0800 using the prescriptive Interior Lighting Power Allowance method. Summa of Sheets SHEET NO. Column A Column 8 Allowable Watts) I otal Watts e 144,500 1 Z .2- 1 000 9452 3.4, 1 13, 6 IZ otal A -O (*5 Total B 72 Z O If Total B < Total A, then the building is in compliance. I hereby certify that to the best of my knowledge, I have designed this illumination system to conform with the requirements of the Minnesota State Energy Code. Designer MP6.693 r Sheet k of INTERIOR LIGHTING POWER ALLOWANCE Prescri tive Procedure INTERIOR SPACES Allowable Illumination Bud et Installed Illumination Room or Area Description Room Allowable Fixture Type No. of Watts Total Area ULPA" Watts Fixtures per Wattage Room # or function ft' (LuMndre M(*e and Model) fixture'" 15Lts STorzh E AYL A. 38 500 ,25 R 26 NIG41 fr3A,%0 ; AFL Ofscii " t3O 10 fw p M. TArL `F ` A `r .AF X-L BUS VYVN I TEN'k S(FaVIC(7 1716 00 0 g 13ie►;, rtt~ortfSG4W atu 'F` A T' T o20 Sty tNa t; - Cj:i M 64 12 7 ::10. 1Y1 q I - F 4 y cc . F~ t Ny tG+S FV. Ix - 2 0 x _X P 2p Z " From table on back of summary sheet. Total A Including ballast; total from Total B Mpb") mfgrs literature, f 'Sheet # . A of INTERIOR LIGHTING POWER ALLOWANCE Prescri tive Procedure INTERIOR SPACES Allowable Illumination Bud et Installed Illumination Room or Area Description Room Allowable Fixture Type No. of Watts Total Area ULPA* Watts Fixtures per Wattage Room / or function 110INndra Make and Modell fixture** UJASIS 4- TA,-t1,lffl 13 flOo .O oo Ht A' FLU,60SC IM rN n F-LkAlf ` , ~o * From table on back of summary sheet. Total A Including ballast; total from Total B Mp603 mtges literature. f Sheet of INTERIOR LIGHTING POWER ALLOWANCE Prescriptive Procedure INTERIOR SPACES Allowable Illumination Bud et Installed Illumination Room or Area Description Room Allowable Fixture Type No. of Watts Total Area ULPA' Watts Fixtures per Wattage Room # of fund don ft~ flthnlndre Make and Model) fixture" G _ REcf3S>wp. Ft~oneSc ANQ t L V l? t t ~ At 7 X 00 vio. =Arm 1 . . r 0 Y ' a ~a LAt~IESGtar,#Y ncwuu- ' o b - 2 Z ;'t'~{Q rc ~ 7 2 Eip L K 152, l 2 fU a c L7 i T_- x • From table on back of summary sheet. Total A including ballast; total from Total B , Mpb") mfges literature. Sheet of INTERIOR LIGHTING POWER ALLOWANCE Prescriptive Procedure INTERIOR SPACES Allowable Illumination Budget Installed Illumination Room or Area Description Room Allowable Fixture Type No, of Watts Total Area ULPA" Watts - Fixtures per Wattage Room t or function f t (lumindro Make and Model) fixture"' 0 AF i x 7. X- X From table on back of summary sheet. Total A = Including bollast; total from Total B Mpb03 mfges literature. EXTERIOR LIGHTING POWER ALLOWANCE PRO= TTILE M V TA, 3 U.5 tl% Q1,1 "t J DATE S" M-04- Arm or UaitPower ataiar LigbtWg Co=ected Lragtb Demity (LM) Power Anowa= Lighting Exterior Area De=iptioa (A) (from table 3.4-2) A. X U'PD Power I . ~w S4. F-r 5,4 ov W 3,vto 'PQ tV JUTE IPAR.Km Lo45rooo ti ' :Iii ~~~LDiiV ~1~'Ci't.ArIJ p,r 3o w (-ao7 Z 40W . 160 W I C I 0 Z81 t 3o w/ urn g0 W~ " < S 4-0 Su 3.5 I I BL LL01MI 1=~ es 30o tg . ZS wt S o o W \k/ / IZS C) zo r S F7 Tomb 1 9 8 C~ I O t 5 H d ~o - - City of Eap TO: DALE SCHOEPPNER, CHIEF BUILDING OFFICIAL DALE WEGLEITNER, FIRE MARSHAL PAUL OLSON, SUPERINTENDENT OF PARKS MIKE RIDLEY, SENIOR PLANNER CAROL TUIVIINI, UTILITY BILLING CLERK TIM PAHR, ENGINEERING TECHNICIAN LEON WEILAND, CONSTRUCTION INSPECTOR TOM COLBERT, PUBLIC WORKS DIRECTOR JOHN GORDER, DEVELOPMENT/DESIGN ENGINEER TOM STRUVE, SUPERINTENDENT OF STREETS & EQUIPMENT PAUL HEUER, SYSTEMS ANALYST ERIC MACBETH, WATER RESOURCE COORDINATOR MARK ANDERSON, ELECTRICAL INSPECTOR SCOTT PETERSON, PLUMBING INSPECTOR CRAIG NOVACZYK, SENIOR INSPECTOR MIKE LENCE, SENIOR INSPECTOR FROM: TERRY ZELENKA, COMBINATION INSPECTOR DATE: JUNE 27, 2005 SUBJECT: FINAL INSPECTION FOR MVTA BUS GARAGE 3600 BLACKHAWK ROAD LEGAL: LOT 1, BLOCK 1, MINNESOTA VALLEY TRANSIT AUTHORITY 2ND The Protective Inspections Division will be performing a final inspection at 3600 Blackhawk Road on August 1, 2005. If you are requesting that the Certificate of Occupancy be held, please fill out the proper hold request form. Failure to return the hold request form will be considered your approval. The person, or department, requesting the hold is responsible for notifying and resolving any problems with the affected parties. 4 M O, AN 1 Ui1Vl y TO: TOM STRUVE, SUPERINTENDENT OF STREETS & EQUIPMENT #29 LEON WEILAND, CONSTRUCTION INSPECTOR DALE WEGLEITNER, FIRE MARSHAL ERIC MACBETH, WATER RESOURCES COORDINATOR GREGG HOVE, CITY FORESTER JOHN GORDER, ASSISTANT CITY ENGINEER KENT THERKELSEN, CHIEF OF POLICE MARK ANDERSON, ELECTRICAL INSPECTOR MIKE RIDLEY, CITY PLANNER PAUL HEUER, SYSTEMS ANALYST SCOTT PETERSON, PLUMBING INSPECTOR TOM COLBERT, DIRECTOR OF PUBLIC WORKS TOM PEPPER, CHIEF FINANCIAL OFFICER LANE WEGENER, ENGINEERING TECHNICIAN FROM: CRAIG NOVACZYK, SENIOR INSPECTOR DATE: JUNE 23, 2004 RE: PLAN REVIEW FOR 3600 BLACKHAWK ROAD MVTA BUS GARAGE LOT 1 BLOCK 1 MVTA 2ND ADDITION The plans are in our plan review section for your review and comment. Please return this form to my attention with your signed comments and the date of review within seven days. If you have any concerns with these plans, please so indicate on this form and notify and resolve these issues with the affected parties. If you are requesting that issuance of the building permit be held, please fill out the proper "hold" request form. Comments: Indicate any fees that are to be collected with the building permit: AMOUNT ❑ Yes ❑ No landscape security required ZONING? ❑ Yes ❑ No water quality dedication METER SIZE ❑ Yes ❑ No park dedication ❑ Yes ❑ No trail dedication ❑ Yes ❑ No tree dedication ❑ Yes ❑ No PRV Required Signature Date I + R M' TO: TOM STRUVE, SUPERINTENDENT OF STREETS & EQUIPMENT #29 LEON WEILAND, CONSTRUCTION INSPECTOR DALE WEGLEITNER, FIRE MARSHAL ERIC MACBETH, WATER RESOURCES COORDINATOR GREGG HOVE, CITY FORESTER JOHN GORDER, ASSISTANT CITY ENGINEER KENT THERKELSEN, CHIEF OF POLICE MARK ANDERSON, ELECTRICAL INSPECTOR MIKE RIDLEY, CITY PLANNER PAUL HEUER, SYSTEMS ANALYST SCOTT PETERSON, PLUMBING INSPECTOR TOM COLBERT, DIRECTOR OF PUBLIC WORKS TOM PEPPER, CHIEF FINANCIAL OFFICER LANE WEGENER, ENGINEERING TECHNICIAN I FROM: CRAIG NOVACZYK, SENIOR INSPECTOR DATE: JUNE 23, 2004 RE: PLAN REVIEW FOR 3600 BLACKHAWK ROAD MVTA BUS GARAGE LOT 1 BLOCK 1 MVTA 2ND ADDITION The plans are in our plan review section for your review and comment. Please return this form to my attention with your signed comments and the date of review within seven days. If you have any concerns with these plans, please so indicate on this form and notify and resolve these issues with the affected parties. If you are requesting that issuance of the building permit be held, please fill out the proper "hold" request form. Comments: 01~ - fh~ez- Mvi"eW4~C A n5 Indicate any fees that are to be collected with the building permit: AMOUNT ❑ Yes ❑ No landscape security required ZONING? ❑ Yes ❑ No water quality dedication METER SIZE ❑ Yes ❑ No park dedication ❑ Yes ❑ No trail dedication ❑ Yes ❑ No tree dedication ❑ Yes ❑ No PRV Required -7 gnature Date TO: TOM STRUVE, SUPERINTENDENT OF STREETS & EQUIPMENT #29 LEON WEILAND, CONSTRUCTION INSPECTOR DALE WEGLEITNER, FIRE MARSHAL ERIC MACBETH, WATER RESOURCES COORDINATOR GREGG HOVE, CITY FORESTER JOHN GORDER, ASSISTANT CITY ENGINEER KENT THERKELSEN, CHIEF OF POLICE MARK ANDERSON, ELECTRICAL INSPECTOR MIKE RIDLEY, CITY PLANNER PAUL HEUER, SYSTEMS ANALYST SCOTT PETERSON, PLUMBING INSPECTOR TOM COLBERT, DIRECTOR OF PUBLIC WORKS TOM PEPPER, CHIEF FINANCIAL OFFICER LANE WEGENER, ENGINEERING TECHNICIAN FROM: CRAIG NOVACZYK, SENIOR INSPECTOR DATE: JUNE 23, 2004 RE: PLAN REVIEW FOR 3600 BLACKHAWK ROAD MVTA BUS GARAGE LOT 1 BLOCK 1 MVTA 2ND ADDITION The plans are in our plan review section for your review and comment. Please return this form to my attention with your signed comments and the date of review within seven days. If you have any concerns with these plans, please so indicate on this form and notify and resolve these issues with the affected parties. If you are requesting that issuance of the building permit be held, please fill out the proper "hold" request form. Comments: Indicate any fees that are to be collected with the building permit: AMOUNT 14 Yes ❑ No landscape security required ZONING T:T~- 1 ❑ Yes ❑ water quality dedication METER SIZE Fl Yes o , park dedication 616 C; X Yes o trail dedication ❑ Yes ❑ No tree dedication ❑ Yes ❑ No PRV Required Signature Date city of eagan PAT GEAGAN July 1, 2004 Mayor BWBR Architects 380 St. Peter Street suite 600 PEGGY CARLSON St. Paul MN 55102 Attn: Shannon Bambery CYNDEE FIELDS MIKE MAGUIRE RE: MVTA Bus Garage MEG TILLEY Dear Shannon - Council Members After reviewing the building permit for the bus garage I have determined I need THOMAS HEDGES more information to complete my review. The additional information requested is City Administrator listed below. • Break down of parking calculations • Percent of green space Municipal Center: 0 Percent of building coverage 3830 Pilot Knob Road 4 Lighting photometric plan Eagan, MN 55122-1897 In addition to that information it appears the proposed building materials do not Phone: 651.675.5000 meet our zoning standards. The Limited Industrial district is required to have at Fax: 651.675.5012 least 75% of the building as face brick, natural stone, stucco, or precast concrete. And 25% can be metal, steel, iron, vynal, or concrete block. It appears there is TDD: 651.454.8535 more metal than precast concrete. Staff suggests to replace the metal siding with the precast concrete as proposed for other portions of the building. Please review Maintenance Facility: the plans as needed and submit new plans to our office. The Building and 3501 Coachman Point Inspection department is aware of this request and will not issue a building permit until all zoning requirements are met. Eagan, MN 55122 Phone: 651.675.5300 Let me know if you have any questions, I can be reached at 651-675-5696. Fax: 651.675.5360 Sincerely, TDD: 651.454.8535 www,cityofeagan.com Sheila Cartney Planner THE LONE OAK TREE The symbol of strength and growth in our community BWBR ARCHITECTS August 9, 2004 Ms. Sheila Cartney Planner City of Eagan 3830 Pilot Knob Road Eagan, Minnesota 55122 Re: MVTA Eagan Bus Garage BWBR Commission No. 2002.103.03 Architecture Interior Design Dear Ms. Cartney: This letter is in response to your Request for additional information, dated July 1, 2004. Each of the items in this response corresponds with those of the original letter. 1. Break down of parking calculations: Per input from the City in previous meetings, MVTA has established their own parking analysis for their specific building program. It was noted by Pam Dudziak that the City would use this as a basis in their review to determine parking requirements in addition to the "prior experience" standard as noted in the zoning language. The analysis is as follows: ■ One stall for each bus (60 bus capacity) = 60 • One stall for each mechanic (60 buses @ 1 per 6 buses) = 10 ■ One stall for each staff (60 buses @ 1 per 10 buses) = 6 ■ Miscellaneous /Visitor Stalls (60 buses @ 1 per 15 buses) = 4 ■ Total programmed parking need = 80 Stalls. 2. Percentage of Green Space and Building coverage: Total property area = 667,618 SF; Building footprint = 73,444 SF; Paving & Sidewalks = 110,763 SF ■ Percentage of Green Space = 483,411 SF/667,618 SF = 72.4% GS ■ Building Coverage = 73,444 SF/667,618 SF = 11% 3. Lighting Photometric Plan: Will be submitted under separate cover. 4. Comment on proposed building materials: Based upon our calculations of exterior building area versus the amount of Corrugated Metal Panel designed the following ratios falls within allowed percentages as defined by "Section 11. 10, subd. 30. Architectural standards, Paragraph B. New Construction." ■ Total Wall Area= 39,435 SF ■ Metal Wall Area = 9,268 SF = 23.5% Please contact me directly should you have any questions or require further documentation. Lawson Commons 380 St. Peter Street, Suite 600 Sincerely, Saint Paul, MN 55102-1996 B B RCHITECTS, C 651.222.3701 fax 651.222.8961 Shannon Bamberg www.bwbr.com I TO: TOM STRUVE, SUPERINTENDENT OF STREETS & EQUIPMENT #29 LEON WEILAND, CONSTRUCTION INSPECTOR DALE WEGLEITNER, FIRE MARSHAL ERIC MACBETH, WATER RESOURCES COORDINATOR GREGG HOVE, CITY FORESTER JOHN GORDER, ASSISTANT CITY ENGINEER KENT THERKELSEN, CHIEF OF POLICE MARK ANDERSON, ELECTRICAL INSPECTOR MIKE RIDLEY, CITY PLANNER PAUL HEUER, SYSTEMS ANALYST SCOTT PETERSON, PLUMBING INSPECTOR TOM COLBERT, DIRECTOR OF PUBLIC WORKS TOM PEPPER, CHIEF FINANCIAL OFFICER LANE WEGENER, ENGINEERING TECHNICIAN --FROM: CRAIG NOVACZYK, SENIOR INSPECTOR DATE: JUNE 23, 2004 RE: PLAN REVIEW FOR 3600 BLACKHAWK ROAD MVTA BUS GARAGE LOT 1 BLOCK 1 MVTA 2ND ADDITION The plans are in our plan review section for your review and comment. Please return this form to my attention with your signed comments and the date of review within seven days. If you have any concerns with these plans, please so indicate on this form and notify and resolve these issues with the affected parties. If you are requesting that issuance of the building permit be held, please fill out the proper "hold" request form. / Comments:' t a M ea l U G ~/C) V1 o y f Ile i a'', Indicate any fees that are to be collected with the building permit: AMOUNT I ~0~ ❑ Yes ❑ No landscape security required Z N I N G? ❑ Yes ❑ No water quality dedication METER SIZE ❑ Yes ❑ No park dedication ❑ Yes ❑ o trail dedication ❑ Yes ❑ tree dedication ❑ Yes ❑ No PRV Required Signature Date L Oalel 4K 0) y XXX* X.:4 cO; . TO: TOM STRUVE, SUPERINTENDENT OF STREETS & EQUIPMENT #29 LEON WEILAND, CONSTRUCTION INSPECTOR DALE WEGLEITNER, FIRE MARSHAL ERIC MACBETH, WATER RESOURCES COORDINATOR GREGG HOVE, CITY FORESTER JOHN GORDER, ASSISTANT CITY ENGINEER KENT THERKELSEN, CHIEF OF POLICE MARK ANDERSON, ELECTRICAL INSPECTOR MIKE RIDLEY, CITY PLANNER PAUL HEUER, SYSTEMS ANALYST SCOTT PETERSON, PLUMBING INSPECTOR TOM COLBERT, DIRECTOR OF PUBLIC WORKS TOM PEPPER, CHIEF FINANCIAL OFFICER LANE WEGENER, ENGINEERING TECHNICIAN FROM: CRAIG NOVACZYK, SENIOR INSPECTOR DATE: JUNE 23, 2004 RE: PLAN REVIEW FOR 3600 BLACKHAWK ROAD MVTA BUS GARAGE LOT 1 BLOCK 1 MVTA 2ND ADDITION The plans are in our plan review section for your review and comment. Please return this form to my attention with your signed comments and the date of review within seven days. If you have any concerns with these plans, please so indicate on this form and notify and resolve these issues with the affected parties. If you are requesting that issuance of the building permit be held, please fill out the proper "hold" request form. Comments: Indicate any fees that are to be collected with the building permit: AMOUNT ❑ Yes ❑ No landscape security required ZONING? ❑ Yes c' o water quality dedication METER SIZE ❑ Yes ❑ No park dedication ❑ Yes ❑ No trail dedication ❑ Yes ❑ No tree dedication ❑ es ❑ No PRV Required Si ure Date . - .r r Xx -X. TO: TOM STRUVE, SUPERINTENDENT OF STREETS & EQUIPMENT #29 LEON WEILAND, CONSTRUCTION INSPECTOR DALE WEGLEITNER, FIRE MARSHAL ERIC MACBETH, WATER RESOURCES COORDINATOR GREGG HOVE, CITY FORESTER JOHN GORDER, ASSISTANT CITY ENGINEER KENT THERKELSEN, CHIEF OF POLICE MARK ANDERSON, ELECTRICAL INSPECTOR MIKE RIDLEY, CITY PLANNER PAUL HEUER, SYSTEMS ANALYST SCOTT PETERSON, PLUMBING INSPECTOR TOM COLBERT, DIRECTOR OF PUBLIC WORKS TOM PEPPER, CHIEF FINANCIAL OFFICER LANE WEGENER, ENGINEERING TECHNICIAN FROM: CRAIG NOVACZYK, SENIOR INSPECTOR DATE: JUNE 23, 2004 RE: PLAN REVIEW FOR 3600 BLACKHAWK ROAD MVTA BUS GARAGE LOT 1 BLOCK 1 MVTA 2ND ADDITION The plans are in our plan review section for your review and comment. Please return this form to my attention with your signed comments and the date of review within seven days. If you have any concerns with these plans, please so indicate on this form and notify and resolve these issues with the affected parties. If you are requesting that issuance of the building permit be held, please fill out the proper "hold" request form. Comments: Indicate any fees that are to be collected with the building permit: AMOUNT ❑ Yes ❑ No landscape security required ZONING? ❑ Yes ❑ No water quality dedication METER SIZE ❑ Yes ❑ No park dedication ❑ Yes No trail dedication ❑ Yes No tree dedication ❑ Yes ❑ No . RV Required Signature Date T,v 2004 I Xr: _ f > pp~ TO: TOM STRUVE, SUPERINTENDENT OF STREETS & EQUIPMENT #29 LEON WEILAND, CONSTRUCTION INSPECTOR DALE WEGLEITNER, FIRE MARSHAL ERIC MACBETH, WATER RESOURCES COORDINATOR GREGG HOVE, CITY FORESTER JOHN GORDER, ASSISTANT CITY ENGINEER KENT THERKELSEN, CHIEF OF POLICE MARK ANDERSON, ELECTRICAL INSPECTOR MIKE RIDLEY, CITY PLANNER PAUL HEUER, SYSTEMS ANALYST SCOTT PETERSON, PLUMBING INSPECTOR TOM COLBERT, DIRECTOR OF PUBLIC WORKS TOM PEPPER, CHIEF FINANCIAL OFFICER LANE WEGENER, ENGINEERING TECHNICIAN FROM: CRAIG NOVACZYK, SENIOR INSPECTOR DATE: JUNE 23, 2004 RE: PLAN REVIEW FOR 3600 BLACKHAWK ROAD MVTA BUS GARAGE LOT 1 BLOCK 1 MVTA 2ND ADDITION The plans are in our plan review section for your review and comment. Please return this form to my attention with your signed comments and the date of review within seven days. If you have any concerns with these plans, please so indicate on this form and notify and resolve these issues with the affected parties. If you are requesting that issuance of the building permit be held, please fill out the proper "hold" request form. Comments: Indicate any fees that are to be collected with the building permit: AMOUNT ❑ Yes ❑ No landscape security required ZONING? ❑ Yes ❑ No water quality dedication METER SIZE ❑ Yes ❑ No park dedication ❑ Yes ❑ No trail dedication ❑ Yes ❑ No tree dedication ❑ Yes ❑ No PRV Required Z 2 Signature Date i M>OAN::DUI< TO: TOM STRUVE, SUPERINTENDENT OF STREETS & EQUIPMENT #29 LEON WEILAND, CONSTRUCTION INSPECTOR DALE WEGLEITNER, FIRE MARSHAL ERIC MACBETH, WATER RESOURCES COORDINATOR GREGG HOVE, CITY FORESTER JOHN GORDER, ASSISTANT CITY ENGINEER KENT THERKELSEN, CHIEF OF POLICE MARK ANDERSON, ELECTRICAL INSPECTOR MIKE RIDLEY, CITY PLANNER PAUL HEUER, SYSTEMS ANALYST SCOTT PETERSON, PLUMBING INSPECTOR TOM COLBERT, DIRECTOR OF PUBLIC WORKS TOM PEPPER, CHIEF FINANCIAL OFFICER LANE WEGENER, ENGINEERING TECHNICIAN FROM: CRAIG NOVACZYK, SENIOR INSPECTOR DATE: JUNE 23, 2004 RE: PLAN REVIEW FOR 3600 BLACKHAWK ROAD MVTA BUS GARAGE LOT 1 BLOCK 1 MVTA 2ND ADDITION The plans are in our plan review section for your review and comment. Please return this form to my attention with your signed comments and the date of review within seven days. If you have any concerns with these plans, please so indicate on this form and notify and resolve these issues with the affected parties. If you are requesting that issuance of the building permit be held, please fill out the proper "hold" request form. Comments: v,~~S !-4x- e../ ~ t"_ r _.o fi'or,-c C7~ i { Indicate any fees that are to be collected with the building permit: AMOUNT ❑ Yes ❑ No landscape security required ZONING? ❑ Yes ❑ No water quality dedication METER SIZE ❑ Yes ❑ No park dedication ❑ Yes ❑ No trail dedication ❑ Yes ❑ No tree dedication ❑ Yes ❑ No PRV Required a° (0--z-o Signature Date I I Dunham Associates Consulting Engineers September 22, 2005 Scott Peterson City of Eagan rk 3830 Pilot Knob Road Eagan, MN 55122 Comm. No.: 04-02118 Project: MVTA Eagan Bus Garage ' Re: Response to Review Comments Dear Scott: This letter documents several issues that we have verbally discussed regarding this project. Item 1 - Makeup air to the pit: There is sufficient makeup air provided to the space by a makeup air unit. This air enters the pit through the pit opening, which is sufficiently large to allow for this volume of airflow without restriction. Item 2 - Venting of the Water Heater: We discussed the vent termination of the water heater given the unusual condition of being located below a pedestrian bridge. UMC 906.2.f requires a 12-inch separation distance from the vent termination of a direct vent appliance and any opening through which flue gases could enter a building (also NFPA 54-7.8.c). NFPA further states that the vent shall not terminate over a public walkway (7.8.e). The vent termination meets these requirements. Item 3 - Tank vents for the Waste Oil and Waste Coolant Tanks: UFC 7902.11.4 requires that vent pipe outlets for Class I, lI, or 111-A liquids terminate outside of the building. Vents for Class III-B liquids are not required to vent to the outside. As guidance, NFPA 30A Annex B provides a table of commonly found liquids in repair garages. Antifreeze and Crankcase Drainings are identified as Class III-B liquids, and hence do not need to be vented to the outside. If you have any questions or concerns, please give me a call as the team is working toward a CO very shortly. I can best be reached on my cel-phone at 612-770-1661. Sincerely, D AM ASSO AT S INC. 8200 ` Normandale Boulevard Randall M. Olson, PE; LEED AP Suite 500 Mechanical Engineer Minneapolis cc:/ Doug Wild Minnesota Josh Nichols 55437-1075 Tel: 952-820-1400 Fax: 952-820-2760 dunhamassociates.com C:ADocuments and Settings\carrieh\Local Settings\Temporary Internet Fi1es\0LK22BV1tr Peterson Review Comments-20050922.doc B W B R 11, 2004 ARCH August ITECTS Mr. Dale Wegleitner P, ell Fire Marshal City of Eagan 1 `a. 3830 Pilot Knob Road i'- Eagan, Minnesota 55122-1897 ' Architecture • Interior Design Re: MVTA Eagan Bus Garage BWBR Commission No.: 2002.103.07 Dear Mr. Wegleitner: The purpose of this letter is to request approval of Central Model WS Specific Application Window Sprinklers at the installation of a borrowed light in a 2 hour rated fire barrier as allowed under IBC Section 104.11 Alternative materials, design and methods of construction and equipment. General Project Description This facility consists of a freestanding building that serves as a bus maintenance facility. The occupancy of the building is classified as Group B, S-1 and S-2. The building construction type is Type II-B. Due to its location on the site, the building is allowed unlimited area and will serve as storage, maintenance, administrative and support space for approximately 60 buses, with the potential for future expansion. Issues 1. Opening No. 205. This opening is a borrowed light between corridor 205 and the bus repair maintenance facility on the floor below. As currently designed, this borrowed light consists of wired glass in a hollow metal frame. Per IBC Table 714.3.2, this window as designed provides a 45 minute rating. This opening is located in a 2 hour rated fire barrier wall serving as an occupancy separation between the B and S-1 Occupancy. Per IBC Table 714.2, the required rating of this opening is 90 minute. Proposed Resolutions ^ Lawson Commons 1. BWBR proposes use of the Ce al S &Application-V4ridow Sprinklers installed in comp Kance wi e attached ~ta:'"`1 shoes the 380 St. Peter Street, Suite 600 attached data, the WS Sprinkleieads nstalled astosteel prov de to a 2 hour rating on tempered glass ~a-to 13.feetm hei'ht- I, length. Saint Paul, MN 55102-1996 1 651.222.3701L~~~u fax 651.222.8961 www.bwbr.com I Mr. Dale Wegleitner MVTA Eagan Bus Garage BWBR Commission No.: 2002.103.07 August 11, 2004 Page 2 We request that you review the above proposal and would sincerely appreciate a decision as soon as reasonably possible, so that the project construction may proceed. Should you find our proposal resolving this issue to be acceptable, please sign in the appropriate location below and return one copy to BWBR for our files. Respectfully submitted, Accepted, BWBR ARCHITECTS, INC. CITY OF EAGAN .r. Shannon Bambery Attachment 'e (Typed/Printed Nam and Title) c: Doug Wild, BWBR David Leighly, BWBR Date: ` Qy J. Craig Novaczyk, City of Eagan 11 August, 2004 BWBR Architects, Inc. 2004-08-11 City of Eagan.doc s Craig Novaczyk 3Loo 84~t~ttHrwk moo. From: Tom Bright [tbright@mvta.com] Sent: Tuesday, August 03, 2004 2:48 PM To: Josh Nichols; Dan Hottinger (E-mail); Wild, Doug; Craig Novaczyk Cc: Bambery, Shannon; Strachota, John Subject: RE: EBG Building Permit Status Update Josh, thanks for your update. To all: Unless this is a misunderstanding on the City's part, let's get them what they need asap. Please advise me. Thanks. - Tom -----Original Message----- From: Josh Nichols [mailto:jnichols@ebertconst.com] Sent: Tuesday, August 03, 2004 2:37 PM To: Dan Hottinger (E-mail); Wild, Doug; cnovaczyk@cityofeagan.com Cc: Bambery, Shannon; Strachota, John; Tom Bright Subject: EBG Building Permit Status Update Dan/Doug, I have just received a voice mail from Craig Novaczyk at the City of Eagan regarding the status of the building permit review. He says that he has not received any of the information that was requested by his letters dated June 28 and July 13, 2004. I have to admit, I'm surprised by this, as it has been a sincere concern for several weeks now. I thought I have been clear in conveying to all parties that unless the building permit is issued in a timely manner, we may experience delays in this project. The schedule that I prepared for the pre-con meeting was already quite rigid in getting weather tight before it gets too cold. Due to the time lost during grading permit review, any more delays are detrimental to us completing the necessary construction before weather becomes a real issue. Please update me on the status of Craig's requests and make any and all efforts to provide him with the requested information. Thank you, Joshua J. Nichols Project Manager Ebert, Inc. 23350 County Rd 10 Corcoran, MN 55357 p:(763) 498-7844 f: (763) 498-9951 1 i Craig Novaczyk From: Josh Nichols Unichols@ebertconst.com] Sent: Tuesday, August 03, 2004 2:37 PM To: Dan Hottinger (E-mail); Wild, Doug; Craig Novaczyk Cc: Bambery, Shannon; Strachota, John; Tom Bright (E-mail) Subject: EBG Building Permit Status Update Dan/Doug, I have just received a voice mail from Craig Novaczyk at the City of Eagan regarding the status of the building permit review. He says that he has not received any of the information that was requested by his letters dated June 28 and July 13, 2004. I have to admit, I'm surprised by this, as it has been a sincere concern for several weeks now. I thought I have been clear in conveying to all parties that unless the building permit is issued in a timely manner, we may experience delays in this project. The schedule that I prepared for the pre-con meeting was already quite rigid in getting weather tight before it gets too cold. Due to the time lost during grading permit review, any more delays are detrimental to us completing the necessary construction before weather becomes a real issue. Please update me on the status of Craig's requests and make any and all efforts to provide him with the requested information. Thank you,. Joshua J. Nichols Project Manager Ebert, Inc. 23350 County Rd 10 Corcoran, MN 55357 p:(763) 498-7844 f: (763) 498-9951 i 1 c 1' Page 1 of 2 Craig Novaczyk` r 3Go© 13t.~~.l~ttiv~ ~a_ From: Josh Nichols Unichols@ebertconst.com] Sent: Thursday, August 19, 2004 7:33 AM To: Craig Novaczyk Cc: Dan Hottinger (E-mail); Doug Wild (E-mail); Shannon Bambery (E-mail) Subject: RE: Eagan Bus Garage Craig, Thank you for the update. Item 5 - submittals for fire stopping materials. I can request the submittals for the fire safing and fire stopping materials, but don't know that I'll have them through the review process with the Architect within a few weeks. i hope this doesn't delay issuance of the permit. I am forwarding this to BWBR for review of the other items. Thanks, Joshua J. Nichols Project Manager Ebert, Inc. 23350 County Rd 10 Corcoran, MN 55357 p:(763) 498-7844 f: (763) 498-9951 -----Original Message----- From: Craig Novaczyk [mailto:CNovaczyk@cityofeagan.com] Sent: Thursday, August 19, 2004 7:26 AM To: Josh Nichols Subject: RE: Eagan Bus Garage Josh, Items # 5 and # 8 of the response letter dated Aug. 12, 2004 still need to be submitted for review. I believe that Sheila Cartney from the City of Eagan Planning Department has some issues with.the current plan. When we last spoke, she told me that she was waiting for revisions. A permit can't be issued prior to those revisions being approved. You may contact Sheila via phone @ 651-675-5696 Thanks, Craig Novaczyk -----Original Message----- From: Josh Nichols [mailto:jnichols@ebertconst.com] Sent: Tuesday, August 17, 2004 3:52 PM To: Craig Novaczyk Subject: Eagan Bus Garage Craig, am in receipt of a copy of a letter from BWBR to you dated (revised) August 12, 2004 addressing the items you 08/19/2004 Y Page 2 of 2 requested in your letter dated July 13. 1 want to be sure if there is anything you still need to complete the building permit review, that I can make the appropriate party aware of it. Thanks, Joshua J. Nichols Project Manager Ebert, Inc. 23350 County Rd 10 Corcoran, MN 55357 p:(763) 498-7844 f: (763) 498-9951 08/19/2004 09:40 JUN 24, 2005 FR: THERESA SCHQSTAG #20484 PAGE: 1/1 f G O U N T Y r ENVIRONMENTAL MANAGEMENT DEPARTMENT GROUNDWATER PROTECTION SECTION 14955 Galaxie Avenue - Apple Valley, MN 55124 952.891.7557 - Fax 952.891.7588 - www.co.dakota.mn.us MUNICIPAL NOTICE OF WELL SEALING PERMIT APPLICATION DATE: June 24, 2005 TO: Tom Colbert/Wayne Schwanz (EM) Fax (651) 675-5694 RE: Well Permit 05-11230676 Well Type: Monitor well Municipality: Eagan Environmental Specialist: Rutten The Water and Land Management Section of the Dakota County Environmental Management Department has received the following permit application for the well described. If you require further review of the application or if you have any questions or concerns about it, contact the Environmental Specialist listed above or our office at (952) 891-7557. If there is no response from your office within 24 HOURS (excluding weekends and holidays), we will assume that you have no objections to the issuance of the permit. Please note that permit issuance is always conditioned on the permit applicant's observance of and compliance with all applicable state, county, and municipal laws and codes. Well Contractor: Keys Well Drilling Date Application Received: 06/23/2005 Anticipated Drilling Date: Time: Anticipated Grouting Date: Time: Property Owner: MCWS Well Owner: MCWS WELL LOCATION: PLS Coordinates: 1/4, SE 1/4; SE 1/4, NW 1/4, Sec 17 Town 27 Range 23 Street Address: 3600 Blackhawk RD PIN Number: 104875101001 WELL INFORMATION: Diameter: 2 Casing Depth: 29.5 Total Depth: 39.5 Static Water Level: Aquifer: COMMENTS: E S W-0, A I., ,ry.. ON File - Edit View Tools Applications Help , 1591 L3 Connection ~ Comments t Eagan Building Eagan Development Permits Owner Eagan AssessiSales 'Eagan Propert ~ Eagan Zoninc i ~ Tax Pin Zip Code 104875101 uul 5' 122 t 3 Howe # Street Name Unit 3600 BCZKHAW N Addition# School District Owner Change V I., ,X 10 48751 0181 1995042E y : ' k 4 `~R ?tom. ~F k_ X ebb ? Lot 1 Block Subdivision Name K4 k 1 1 MINNE OTA VALLEY TRANSIT AU Legal Description 1 i ~ Section Township Flame Qtr-Qtr I ~ PILOT KNOB RD P'. ircel data upd,nted January 30, 2005 J lean- i PID earCh HnU=P s 443 Lafayette Road North L I 651-284-5000 St. Paul, Minnesota 55155 TTY: 651-297-4198 www.doli.state.mn.us 1-800-DIAL-DLI Minnesota Department ' Labor December 16, 2005 APPROVED FOR USE MTC Eagan Bus Garage 3600 Black Hawk Rd. Eagan MN 55123 RE: Hydraulic Passenger - Elevator ID# -11431 PT05-01 Site: MTC Eagan Bus Garage 3600 Black Hawk Rd. Eagan 55123 Dear Sir/Madam: Minnesota Statutes Chapter 16B provides that the Department of Labor and Industry, Building Codes and Standards Unit, Elevator Safety Section, inspect and approve elevators and manlifts (endless belt lifts) before they can be legally used in Minnesota. An Inspector from the Elevator Safety Section recently inspected your facility and determined it meets requirements of the Minnesota Elevator Safety Code. NOTE: Compliance with Minnesota Rules and the ANSI/ASME A17.1, Safety Code for Elevators and Escalators does not necessarily assure compliance with the Americans With Disabilities Act of 1990. Sincerely, BUILDING CODES AND STANDARDS Bill J. Reinke State Elevator Inspector bjr/rsq (CE-2) c: Schoeppner, Dale R., BO, City of Eagan ThyssenKrupp Elevator Ebert Construction ElFormCE2 This information can be provided to you in alternative formats (Braille, large print or audio tape). An Equal Opportunity Employer l 2005 COMMERCIAL PLUMBING PERMIT APPLICATION CITY OF EAGAN 3830 PILOT KNOB ROAD, EAGAN MN 55122 651-675-5675 Date / )-S,- / 65- Site Address xQCt Unit # Tenant Name Former Tenant Name Property Owner Telephone # ( ) Contractor Address S City- f/~ State A4'rj Zip 1536 Telephone # 4s-l License # 32-V Expires: l 2- 6~ The Applicant is Owner Contractor Other Work Type _ New Bldg _ Modify Tenant Space _ RPZ PVB _ New _ Repair/Rebuild _ Replace - Irrigation system Work within public right of-way/easement _ Yes _ No Rain sensors are required on irrigation systems Description of Work To inquire if Pressure Reducing al-vei9 required on new service, call 651-675-5646 P 4 7/1 c- I0~ Meters - Call 651-675-5300 to verify that hydrostatic, conductivity5 a ba terra tests passed prior to uickina up meter. Irrigation Size & Type 66 c L"' J AvgGpM 2" turbo req'd unless smaller size allowed by Pu i/ s Works Fire Size & Price 3/4" displacement $161.00 ( to ~ - l Domestic Size & Type Avg GPM ncludes igh demand devices? _ Yes - No Flushometers - Yes - No PRV Required _ Yes No Permit Fee $50.50 minimum (includes State Surcharge) Contract Value $ x 1% _ $ (j 6 0 Permit Fee $ 2"~ Meter(s) 1 %r ZL, i' Required on all new buildings & boulevard irrigation systems $ Radio Meter Read If permit fee is $1,000 or less, surcharge is $.50 $ t State Surcharge If permit fee is over $1,000, surcharge is $.50 per $1,000 of the Permit Fee Following fees apply only when installing new irrigation system $ u Water Pepmit / Y d S Call Jerry Wobschall at 651-675-5024 for required fee amounts O? I $ I ®d treatment Plant aG ' $ Water Supply & Storage $ • l~ State Surcharge - - $ Total Fee I hereby apply for a Commercial Plumbing Permit and acknowledge that the info ation is complete and accurate; that the work will be in conformance with the ordinances and codes of the City of Eagan and with the PI mg 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 wor 11 be 3ce with the approved plan in the case of work hick requires review and approval of plans. _ 'rte' -Applicant's Printed Name Applicans Signature CITY USE ONLY REQUIRED INSPECTIONS: U.G. Air Test Gas Test Rough In Final PLANS SUBMITTED APPROVED BY: , BUILDING INSPECTOR General Information • Radio Meter Read (required on all new buildings & boulevard irrigation systems- $141.00 • RPZ's must be 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 $125.00 4-120 1-1/2" irrigation syst $ 735.00 displacement sm commercial turbine" Public Works maximum must approve continuous meter size 10 2-30 3/4" lawn irrigation $161.00 4-160 2" turbine lg irrigation syst $ 931.00 maximum displacement residential & continuous sm commercial production lines 15 3-50 1" displacement very lg res $296.00 1/4 to 160 2" compound bldgs over $ 1,849.00 bldg to 24 units 65 units maximum sm commercial & continuous & lg comm bldgs 25 irrigations stems 5-100 1-1/2" bldgs 25-64 units (77o 0maximum displacement & continuous most comm bldgs 50 METERS REQUIRING 30-DAY ADVANCE NOTICE PRIOR TO PICK UP GPM METERS USE PRICE GPM METERS USE PRICE 5-350 3" turbine very lg irrigation $1,182.00 6-500 4" compound +300 unit bldgs & $3,563.00 syst & production very lg comm bldgs lines 1/2-320 3" compound +200 unit bldgs $2,282.00 10-1000 6" compound +400 unit bldgs $6,076.00 very lg comm bldgs very lg comm bldgs 15-1000 4" turbine very lg irrigation $2,226.00 syst & production lines Comments • To schedule inspection of the inside water line and backflow preventer, call 651-675-5675. • To arrange for water turn-on, call 651-675-5300. cc: Maintenance Division Clerical Technician January 2005 f Y 2004 COMMERCIAL MECHANICAL PERMIT APPLICATION City Of Eagan 3830 Pilot Knob Road, Eagan MN 55122 Telephone # 651-675-5675 Please complete for: commercial/industrial buildings multi-family buildings when separate permits are not required for each dwelling unit Date I I / 1-1 / _n Eq q,r) tau S Cr-q-rQ a e Site Street Address 3 ~T C31q (na W l~ (Zpzl C,~ Ect q q-p wN g~337Unit # Tenant Name (if applicable) SuS C Previous Tenant Name --a e~ ~,~z`- Property Owner MN V q l ~ 2 ~ Telephone # ( ) 0 S 9! M Al Contractor { f U 'YY~ di -f f 1n 2 Can a lyt i CALA Street Address ';a- 7 71 S W 3 S l.'1 ZA t- City N qL g State Zip S3-1 12-- Telephone # (6S1 ),6,36- 6_S~-6C/ Bond Expires: The Applicant is Owner Contractor Other Work Type New Construction _ Underground Tank , Install -Remove **see below Interior Improvement _ Install Piping -Processed Gas NatureofWork: 14VAC WOR.l<- ?EP- PuA,t`1S P SFCCt F-'I --nOlJ "When installing/removing underground tank, call for inspection by Fire Marshal and Plumbing Inspector Permit Fees: $70.50 Underground tank installation/removal $50.50 Minimum (includes State Surcharge) or Contract Value $ 2,0.71 000. 00 x 1% _ $ 2-070-00 Permit Fee • If permit fee is $1,000 or less, add $.50 $ • State Surcharge If permit fee is over $1,000, add $.50 for every $1,000 permit fee $ 2~ Q~t Total Fee I hereby apply for a Commercial Mechanical 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 Mechanical 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 work *11 be in accordance with the approved plan in the case of work which requires a review and approval of plans. Applicant's Printed Name Applicant's Sig e i 1 I~ DEC ~ Q 6 2004 Approved By: y , Inspector Date: l I 1 O By 2004 RESIDENTIAL MECHANICAL PERMIT APPLICATION City Of Eagan 3830 Pilot Knob Road, Eagan MN 55122 Telephone # 651-675-5675 Please complete for: single family dwellings & townhomes/condos when permits are required for each unit Date Site Address Unit # Property Owner Telephone # ( ) Contractor Street Address City ( ) State Zip Telephone # Bond Expires: The Applicant is Owner Contractor Other Add-on or alteration to existing dwelling unit $ 30.00 furnace -Additional -Replacement air exchanger air conditioner -New _Replacement other State Surcharge $ .50 Total r . n. - I hereby apply for a Residential Mechanical 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 Mechanical Codes; that I understand thislis hot a permit, but only an application for a permit, and work is not to start without a permit; that the work will be in accordance with the approved plan in the case of work which requires a review and approval of plans. Applicant's Printed Name Applicant's Signature 2004 FIRE SUPPRESSION SYSTEMS PERMIT APPLICATION City Of Eagan 3830 Pilot Knob Road, Eagan Mn 55122 Telephone # 651-675-5675 FAX # 651-675-5694 Requirements: 2 complete sets of drawings and specifications cut sheets on materials and co vents to be used Date 3(.ac7 Site Address: Tenant / Building Name: , The Applicant is: Owner Contractor Other PROPERTY OWNER Address: City: State: ,Zip: CONTRACTOR eq m ,4 apz, 1&a~~iC71n MN License No. ' 7 Address: 23,01 I City: t rltl'7 LGt State: (n n zip: -,6"5V ' Phone ESTIMATED COMPLETION DATE: FIRE PERMIT TYPE: Sprinkler System of hea&17e ) Fire Pump Standpipe Other: WORD TYPE: New Addition Alterations Remodel Other: DESCRIPTION OF WORK: ~i Commercial Residential Educational Other: Please continue on reverse side i i PERMIT FEE: $50.50 Mfnhxnm Fee (includes state surcharge) 0 Contract Value $ x .01% = $ Permit Fee • If Permit Fee is $1,000 or less., add $30 $ 0 State Surcharge If Permit Fee is over $1,000, add $.50 per $1,000 Permit Fee 3/4" Displacement Fire Meter - $155.00 $ TOTAL FEE: $ 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 f work which requires a review and approval of plans. Applicant's Printed Name Applicant's Signature DO NOT WRITE BELOW THIS LI NE ~ry 401, ~ +~~j; t~,`~..}^~a► ' s-1 ld" P..i".1 • 4 , ~ J il` a~~.rs++a'`~~{} ` hY r ~ y,~ ~r~i •i1 ~ }S r ' ~ y,`}L(~ r, x Obi L L "'Y ''1~ Yr d 4; TQ Ilk' h -1 ~ rr ~ ~ a Mt~~l~ ~ iF~ ~ ~ ~~RFr ~ ~i h `J '•'~SI1c~ 2+~+ ~ Y . IN rid4i" !~ai ,F a fit , t 1 y - c 5, V r r . . ; A y .1>. 4 1. i ~ r 2 , c , r Permit APkeVed;: 2044 COI[[ RCIA►L PLUMBING PERNM APPUCAATION OTY OF EAGr t 3830 PILOT KNOB ROAD, EA+GA $5122 l~ ld r 651-675-5675 14 :Date l -LU l Site Ac dress ~ W N? unit # Tenant,Name MAI T 7-AIPW ' Former Tenant Nam Property Owner Mt%1 '%j IT- Telephone # Contractor tC'f- ~ J Address ` s sseT City Q e . State /VIN -Sn l I'e -7 Zip The Applicant is Owner -~)c Contractor Comer tepair Work Type New Bldg Add-on _ RPZ i' V$ Irrigation system ' Rain sensors E"ulred. J"TY Wobfthail to calgtlate (em Description of Work. 415 To inquire if Pressure Reducing Valve is required on new service, sail 651.675-5646 Meters-- Call 651-675-5300 to verify that hydrostatic,' onduetivity, and bacteria tests passedgft to nicks me AWW:', Irrirgation Size & Type Avg GPM 2" turbo re 'd.unkss small s~e.~al.lowed by Public Works, ! Fire Size & Price /4" 1 emm $155 , mew x, J Domestic Size & Type Avg GPM Includes i d domes? ~ 'des: ~ No ! Plushometers Yes -No PRV Require Y No. Permit Fee $50.50 minimum (includes state surcharge) Coniract'Value, - $x I% - $ Raw Fee f $ Required on all new buildings & hodlovaA it '.goon systems - $ Rodio'MeW Read If base fee is $1,41 or his, siambarge is $.50 $ State Surcharge -if base fee is over $1,000, sareharge is $.50 per $1,000 of the Rase F i Following fees apply only when installing new irrigation system $ Water Permit Contact Jerry Wobschall at 651-675.5024 for required fee E p ~l Treatment Plant Water supply & Storage UL r 1 8 2404 State Surcharge ex~ I hereby apply for a Commercial Plumbing Permit and acknowledge that' the information is. complete and acomate; 'that the work will be in confon'tna= with the ordinances and codes of the City of F.,agan and with the Pl tug C*dw that I understand this is not a pezmit, but only an application for a permit, and work is not to -start without a pernut; that the wwk l be in rdance. with the sWpved plan in the ease of work ~ which requires a review and approval of plans. App,116mfs Printed Name Appli i / CITY USE ONLY REQUIRED INSPECTIONS: Y U.G. _ Air Test jf Gas Test _,k:: Rough In ek!:: Final PLANS SUBMITTED APPROVED BY: u , BUILDING INSPECTOR General Information • Radio Meter Read (required on all new buildings & boulevard irrigation systems- $141.00 • RPZ's must be rebuilt every five years. A minimum fee permit per address is required for RPZ rebuilding or repairing. • Water meters include copper horn/strainer, remote wire, and touch-pad meter. METERS RE UIRING A 4-HOUR ADVANCE NOTICE P tOR TO PICK UP GPM. METERS USE PRICE GPM METERS USE 'PRICE 1-20 5/8" residential $121.00 4-120 1-1/2" irrigation syst $ 788,00 displacement sm commercial turbine" must receive maximum continuous approval 10 from Public Works 2-30 3/4" lawn irrigation $155.00 4-160 2" turbine Ig irrigation syst $ ` 992.00 maximum displacement residential & continuous sm commercial production lines 15 3-50 1" displacement very lg res $200.00 1/4 to 160 2" compound bldgs over $ 1,880.00- bldg to 24 units 65 units maximum sm commercial & continuous & Ig comm bldgs 25 irri ation systems 5-100 1-1/2" bldgs 25-64 units $488.00 maximum displacement & continuous most comm bldgs 50 METERS REQUIRING 30-DAY ADVANCE NOTICE PRIOR TO PICK UP GPM METERS USE PRICE GPM :METERS USE PRICE 5-350 3" turbine very Ig irrigation $1,338.00 6-500 4" compound +300 unit bldgs & $3,749.00 syst & production very lg comm bldgs lines 1/2-320 3" compound +200 unit bldgs $2,407.00 10-1000 6" compound +440 unit bldgs $6,124.00 very Ig comm bldgs very lg comm bldgs 154000 4" turbine very Ig irrigation $2,384.00 syst & production lines Comments • To schedule inspection of the inside water line and backflow "preventer, call 651-675-5675. • To arrange for water turn-on, call 651-675-5300, cc: Maintenance Division Clerical Technician Updated 5/44 I 2004 COMMERCIAL MECHANICAL PERMIT APPLICATION City Of Eagan a) 3830 Pilot Knob Road, Eagan MN 55122 Telephone # 651-675-5675 Please complete for: commercial/industrial buildings multi-family buildings when separate permits are not required for each dwelling unit Date z Site Street Address 30 00 'y~, , V- RA Unit # Tenant Name (if applicable) M N q Wk' Ks IT AJ4* Previous Tenant Name Property Owner ~l1 VTA 10 a E K~v t3 Bu*''~ Telephone # ( ) Contractor I Y•y rs e ~-g ~~~ra~ e~ ~Jet^u ~c~ C Street Address 0 N E City State Y~ Zip q34- Telephone # (7,&3) ? 8 0 5 9 l Bond Expires: The Applicant is Owner Contractor Other Work Type New Construction X Underground Tank X Install 4Remove **see below Interior Improvement Install Piping `Processed _Gas Nature of Work: II'I "When installing/removing underground tank, call for inspection by Fire Marshal and Plumbing Inspector Permit Fees: $7050 Underground tank installation/removal 550.50 Minimum (includes State Surcharge) or Contract Value $ All, 91, 0, 0 0 x 1% _ $ Permit Fee • If permit fee is $1,000 or less, add $50 ~ $ State Surcharge If ep rmit fee is over $1,000, add $.50 for every $1,000 pe rmit fee $ Total Fee 0• I hereby apply for a Commercial Mechanical 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 Mechanical 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. ,S Te.y e h t't 4+~1 Sc'►~ LL~2 Applicant's Printed Name p licant's Signature i q f Approved By: OIL, -Eh~L 4 , Inspector Date:,_ I 2004 RESIDENTIAL MECHANICAL PERMIT APPLICATION City Of Eagan 3830 Pilot Knob Road, Eagan MN 55122 Telephone # 651-675-5675 Please complete for: single family dwellings & townhomes/condos when permits are required for each unit Date Site Address Unit # Property Owner Telephone # ( ) Contractor Street Address City ( ) State Zip Telephone # Bond Expires: The Applicant is Owner Contractor Other Add-on or alteration to existing dwelling unit $ 30.00 furnace iAdditional -Replacement air exchanger air conditioner New -Replacement other State Surcharge $ .50 Total $ I hereby apply for a Residential Mechanical 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 Mechanical Codes; that I understand this is not a permit, but only an application for a permit, and work is not to start without a permit; that the work will be in accordance with the approved plan in the case of work which requires a review and approval of plans. Applicant's Printed Name Applicant's Signature t 09 2005 COMMERCIAL MECHANICAL PERMIT' APPLICATION City Oflagan 5830 Pflot Karat R+ d, Eagan N 55122 T el ` . ooe # 651-675-%75 Please complete for: conuneraiallindustrisl buildings multi-family buildings wlam separwo permits arcs ,tom" for each dwelling, unit Date ! L- / b Site Street Address + 6S) t6~- Ual:t Tesant Name (if applkcabie)._ } WS' Previo" Viet Name 0 Property Owner tj :DW tm TekPbose ) Contractor ~ I J,n1 C. Of 1461- Street Address state z1") Zip S! Telephone # ("mar() Bond Etpires: 1. 7 The Applicant Is Owner Co r Other Work'Type ~ f New Construction „ Un rotund Tank Ins i . Remove "'gee boidw Interior Improvement install Piping Processed Gas Nature of Work: '"`Men inatsliin ving under' and tank, c r c by Pbv AW and PNW*'r►g lr r Permit yees.' s7o-% v. ' SSi.Sg (includes State Surcharge) Qp or Contract value $ . 00 x ld/u $ Permit t" + If gWaft fee is $1,060 or less, add $.50 $ sut swv4w v if gffjn# fee is over $I,QW add x.50 for p every $1,000 ganik fee $ t (J ~ ` ~ Total Pee, I hereby apply for a Commercial Mechanical Pertnit ail acknowledge- dW the WW!Matkii is complete and aecurstee ftt do work will be, in confMoance with the o rdi s and codes of the City of w'ith the Mechanical Codes; that I under'stand` this is not a.permit, but only an application ►r a,permit, and work is not to start at a per that the work will W In WX41 MW with the approved p ips the case of workwhich requires.a review and ap v f p 1 41 A tplrca rs Pri W6 Applicani r e Approved 13y: , Inspector Date / - 2005 RESIDENTIAL MECHANICAL PERMIT APPLICATION City Of Eagan 3830 Pilot Knob Road, Eagan MN 55122 Telephone # 651-675-5675 Please complete for: single fancily dwellings & townhomeslcondos when permits are required for each unit Date Site Address Unit # Property Owner Telephone # ( } Contractor Street Address City State Zip Telephone # ( } Bond Expires: The Applicant is Owner Contractor Other Add-on or alteration to existing dwelling unit $ 30.04 furnace yAdditional _Replacement air exchanger air conditioner New ,Replacement i other State Surcharge $ .50 i Total $ I hereby apply for a Residential Mechanical 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 Mechanical Codes; that I understand this is not a permit, but only an application for a permit, and work is not to start without a permit; that the work, will be in accordance with the approved plan in the case of work which requires a review and approval of plans. " Applicant's Printed Name Applicant's Signature i GOO {ate,k4.4 VA J STATE BANK it OF ROGERS b IRREVOCABLE LETTER OF CREDIT NO. #2004-7 September 1, 2004 Revision Dated September 9, 2004 City Clerk City of Eagan 3830 Pilot Knob Road Eagan, MN 55122 RE: M.V.T.A. Eagan Bus Garage We hereby authorize you to draw on State Bank of Rogers, Rogers, Minnesota, Seven Thousand Five Hundred and 00/100 ($7,500.00) available by your draft at sight. All drafts drawn must be marked "drawn under letter of Credit No. 2004-7 dated September 1, 2004." I The purpose of this Letter of Credit is to act as a guaranty to the City of Eagan of the landscaping plan dated March 10, 2004 from North Metro Landscaping, Inc. the (sub-contractor) and Ebert Construction (developer). In the event of the failure of the developer or contractor to complete the landscaping e City of Eagan may draw against this Letter of Credit to fulfill said ~ A per the plan, then th plan. We agree that the Letter of Credit shall expire no sooner than September 1, 2005 unless sooner released by the City of Eagan, but if the event that the terms of the above-mentioned Contract are not fulfilled, this Letter of Credit shall be automatically extended at its expiration date on an annum bass unless at least sixty (60) days prior to the expiration date we have notified the City Clerk by certified Mail that we elect not to extend this Letter of Credit. Upon Receipt of said notice, the City of Eagan shall be entitled to draw at sight, by presentment of a draft of drafts prior to the date of expiration hereof, up to the full aggregate amount as set forth herein, less any reductions. We hereby agree with the drawers, endorsers and bona fide holder of drafts drawn under and in compliance with the terms of this Letter of Credit that such drafts will be duly honored on due presentation to the drawee. State Bank of Ro ers SEP 0 9 2004 WAssistant 7r lk~ Vice President of Lending. Y . 12916 MAIN STREET • P.O. Box 127 ROGERS, MN 55374-0127 www.statebankofrogers.com 763-428-2222 Member FDIC FAX 763-428-8510 NOV-06-2006(MON) 15:06 Dakota County PDD (FRX)9528917000 P.OOc!00 k C G U N T Y ENVIRONMENTAL MANAGEMENT DEPARTMENT GROUNDWATER PROTECTION SECTION 14955 Galaxle Avenue • Apple Valley, MN 55124 952.891.7557 • Fax 952.891.7588 • www.co.dakota.mn.us f MUNICIPAL NOTICE OF WELL PERMIT APPLICATION DATE: November 6, 2006 TO: Tom ColbertfWayne Schwan (EM) Fax (651) 675--5694 1 RE: Well Permit 06-747674 Well Type: Monitor well Municipality: Eagan Environmental Specialists Rutten The Water and Land Management Section of the Dakota County Environmental Management Department has received the following permit application for the well described. Tf you require further review of the application or if you have any questions or concerns about it, contact the Environmental Specialist listed above or our office at (952) 891-7557. if there is no response from your office within 24 HOURS (excluding weekends and holidays), we will assume that you have no objections to the issuance of the permit, Please note that permit issuance is always conditioned on the permit applicant's observance of and compliance with all applicable state, county, and municipal laws and codes- Well Contractor: Weinberger Well Service Inc. Date Application Received: 11/6/2006 Anticipated. Drilling Date: Time: Anticipated Grouting Date: Time: I Property Owner: MCES Well Owner: MCES r WELL LOCA't">rON: PLS Coordinates: 1/4, SW 1/4, SE 114, NW 1/4, Sce 17 Town 027 Range 23 Street Address: 3600 Blackbawk RD FIN Number: 104975101001 WELL INFORMATION: Diameter: 2 Casing Depth: 30 Total Depth: Static Water Level: Aquifer: CONEWENTS: I s:~a., r•w+ -4aer wry, =.ti.w~ TMr ~r it PIN: 104875101001 House 3600 Street: BLACKHAWK RD Apt: City: EAGAN State: MN ' Zip Code: 551220000 Acres: 15.2954506848 - Sum Acres: 15.2955 ti Sq Ft: 666271.98 Section: 17 - 0 Township: 02 r ~ Range: 72 QQ: 37 0 Lot: l 1 r - Q fit; MINNESOTA VALLEY TRANSIT f AUTHORITY 2ND ADDITION lip , - - fl Legal: h rri4 a ~ _ t - - PIN: 104875101001 D F LA Name: METROPOLITAN COUNCIL Owner Address 1: ADMINISTRATIVE & FINANCIAL SERVICES © Owner Address 2: 230 5TH ST E La City State: SAINT PAUL MN © Zip: 55101-1634 - - - j` w:N~iS ^-wr"9~IC;.CGSG~6 ND5 UICkfICfE 10 LB ¢i 9528917000 NOV-13-2006(MON)~11:24 Dakota County POO (FRX)9528917000 P.001.'O01 C O U N T Y ENVIRONMENTAL MANAGEMENT DEPARTMENT GROUNDWATER PROTECTION SECTION ro 14955 Gataxie Avenue - Apple Valley, MN 55124 z r 952.891.7557 • Fax 952.891.7588 • www.co.dakota.mmus MUNICIPAL NOTICE OF WELL PERMIT APPLICATION t DATE: November 13, 2006 TO: Tom Colbicrt/Wayne Schwanz (EM) Fax (651) 675-5694 RE: Well Permit 06-11254156 Well Type: Monitor well Municipality: Fagan Fnvironmental Specialist: Luehrs The Water and Land -Management Section of the Dakota County Environmental Managemcnt Department haw received the following permit application for the well described. If you require further review of the application or if you have any questions or concerns about it, contact the Environmental Specialist listed above or our office at (952) $91-7557. if there is no response from your office within 24 HOURS (excluding weekends and holidays), we will assume that you have no objections to the issuance of the permit. Please note that permit issuance is always conditioned on the permit applicant's observance of and compliance with all applicable state, county, and municipal laws and codes. Well Contractor: Bergerson•-Caswell, Tne. Date Application Received: 11/9/2006 Anticipated Drilling Date: Time: Anticipated Grouting Date: Time: Property Owner: MCES Well Owner: MCES l j WFL,L LOCATION: PLS Coordinates: NW 1/4, NW 1/4, SE 114, NW 1/4, See 17 Town 27 Range 23 Street Address: 3600 $lackhawk RD PIN Number: 104875101001 WELL INFORMATION: ig Diameter: 2 Casing Depth: 22.5 i Total Depth: 32.5 Static Water Level: Aquifer: COMMENTS: 1 PIN: 104875101001 House x: 3600 r 1t Street: BLACKHAWK RD Apt: City: EAGAN State: MN Zip Code; 551220000 - Acres: 15.2954506848 - Sum Acres: 15.2955 Sci Ft: 666271.98 D Section: 17 M Township: 02`- 0 Range: 72 QQ: 37 ` Lot; 11 MINNESOTA VALLEY TRANSIT © Plat' AUTHORITY Y 2ND ADDITION IN13 Legal: ® PIN; 104675101001 0 FLA Name; METROPOLITAN COUNCIL Owner Address 1: ADMINISTRATIVE & FINANCIAL _ SERVICES 0 Owner Address 2: 230 5TH ST E 0 City State: SAINT PAUL MN D Zip: 55101-1634 alai:-sse]'n-MC1115 iwiP'u'C: +u Gii'.LLS - - - f. 2. t3 =i , q -1 m w ~ h'f 1 C~ a j 1 i 1 ~ 1 r z I ( i i A ik i a r.. ~ ~ n 2 I ~ ~ O I ~mi ' I e° Qg I rn 1 O Z F S r o ~ I ~ z a ~ In ~ , ~ , ~ _I I < I Q ~ 1 I ~ 1 ~ ~ ~ i / 1. ti ~ , r ~.~1 r I ~ ~ Gam" - _ 5 - ' ~ ~ D - , ~ ~ r . , m ~ ~ m I 1 % z ~ r - 1 ~ ! o ~ ~ i 1 n r s ~I I L Vr ~ s ~ rgl ~ ~ r R n z a ~ s . 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HEREBY CE.RrIF'Y THAT THIS PLAN WAS PREPARED BY ME OR i,. PR UJE0 H'T i UNDER MY DIRECT SUPERVISION AND THAT I Ate A DULY RE(,iSTER I ED PflOFESSiONAl. ENGINEER t '-ER-'THE LAWS OF THE STATE or MINNESOTA 'DRAWN APPROVED RA LJPT F OPERATIONS L S ^ 5 c~ S f ~ F? i NO, OATE 8Y REMARKS i MANAGER OF ENGINEERING DATE COMM. ' n- I i I G6 1 REVIS10Na DATE FtEf ' ~:fi1F-'ADMINI$TR,^--TOR i!r City of Eaaafl Date: 3830 Pilot Knob Road Eagan M N 55122 Phone: (651) 675-5675 Fax: (651) 675-5694 Use BLUE or BLACK Ink For Office Use Permit*: 1 I Permit Fee: M9, 9331 L 4 Date Received: ( 13 Staff: 2013 COMMERCIAL BUILDING"PERMIT APPLICATION 4/3 % / 13 Site Address: 3c �1C kt-f,t0 gt Tenant Name: 11114 YAtterif S Orf RC (Tenant is: New / /V Existing) Suite #: Former Tenant: Name: /' ` II U C 7124"5"4- ("1P►/DR- 7", Phone: - 82-- -7S-35— Address / City / Zip: `O AS`T ftwY /3 Applicant is: Owner »Contractor Description of work: ADO/770 P( 7V C)4177•tl< c-�Af-Azi,E e1 t4 / of - 06G Construction Cost: '2,'3X:7'3,. 000 Name: rVICerdolq Ckfroacieriaiti Address: 590s– Cao(Ocxt 1/4-t4.ty a License #: City: &04-E61 V4(9( State: Ing Zip: "42L Phone: -WS- 2-o es -ire Contact: <-11)6014 Ptr fS072. Email: jf r'e-vCSe-r@iki02Ccd`(-Bosh Name: 5tA) �(2. Registration #: /COO 2-c Address: 780 51. SCAT eaS%ity: S?`- P c - State: 1 o4 Zip: ;SS/0 _ Phone: COsi- 290 - Contact Person: 5-161 aitiol'F &-Y Email: 61411 Licensed plumber installing new sewer/water service: Phone #: bwbrcarn CALL BEFORE YOU DIG. Call Gopher State One Call at (651) 454-0002 for protection against underground utility damage. Call 48 hours before you intend to dig to receive locates of underground utilities. www.gopherstateonecall.orq I hereby acknowledge that this information is complete and accurate; that the work will be in conformance with the ordinances and codes of the City of Eagan; that I understand this is not a permit, but only an appli - permit, and work is not to start without a permit; that the work will be in accordance with the approved plan in the case o ork which reuires a review and approval of plans. xNJl "�eUS"5r Applicant's Printed Name x Applic • s Signature Page 1 of 3 3600 e1 -' r4. DO NOT WRITE BELOW THIS LINE SUB TYPES Foundation A/ Commercial / Industrial Apartments Miscellaneous WORK TYPES New w Addition Alteration Replace Salon Owner Change DESCRIPTION Valuation Plan Review / (25% 100% V ) Census Code # of Units # of Buildings Type of Construction Public Facility Accessory Building Greenhouse / Tent Antennae Interior Improvement Exterior Improvement Repair Water Damage oc (�IIcot,00 I1 Occupancy Code Edition Zoning Stories Square Feet Length Width REQUIRED INSPECTIONS Footings (New Building) Footings (Deck) Footings (Addition) Foundation Drain Tile Roof: _Decking _Insulation _Ice & Water _Final —7 Framing Fireplace: _Rough In Air Test _Final Insulation Meter Size: Exterior Alteration–Apartments _ Exterior Alteration–Commercial Exterior Alteration–Public Facility Siding Reroof Windows Fire Repair Demolish Building* _ Demolish Interior Demolish Foundation Retaining Wall *Demolition of entire building — give PCA handout to applicant S X07t'5i1 S• MCES System SAC Units City Water Booster Pump PRV Fire Sprinklers Sheetrock Final / C.O. Required Final / No C.O. Required Other: Vs- 1.4vite * . Pool: _Footings Air/Gas Tests _Final Siding: _Stucco Lath _Stone Lath _Brick Windows Retaining Wall Erosion Control Final C/O Inspection: Schedule Fire Marshal to be present: // Yes Reviewed By: /"to1k - c„E...r Building Inspector No Reviewed By: , Planning COMMERCIAL FEES Base Fee Surcharge Plan Review MCES SAC S3v•p:t's City SAC .111 ! 5-'4.?S- 1i 5'4 5; 00 1057 81 • .204, 175; 00 8,5-0040 S&W Permit & Surcharge Treatment Plant 4B oes.oc) Treatment Plant (Irrigation) Park Dedication Trail Dedication Water Quality Water Quality Water Supply & Storage (WAC) Storm Sewer Trunk Sewer Trunk Water Trunk Street Lateral Street Water Lateral Other: TOTAL 3 291 93g. Page 2 of 3 City of Eaaan 3830 Pilot Knob Road Eagan MN 55122 Phone: (651) 675-5675 Fax: (651) 675-5694 ?1\A6 (ezCJI Use BLUE or BLACK Ink For Office Use 111Th' Permit #: Permit Fee: I1C0 -4 6 Date Received: J 3 Staff. 2013 FIRE SUPPRESSION SYSTEMS PERMIT APPLICATION* Date: 62 -1,2 ' V Site Address: 3 472 14Ctilaji0 Tenant: Type of Work Contractor FIRE PERMIT TYPE Name: Phone: Address / City / Zip: Applicant is: Description of work: Construction Cost: Estimated Completion Date: eMf`x,) ' I e/' ('_'or , License#: COOa Owner Contractor Suite #: -J Name: Address: �I 43 61101, � City: L Vl' k B G /' { State: 1 t 61' Zip: ' 1 ID Phone: 1O5 1 451' 903 � 1 1Jcor Email: f;� 1 yk(r 0. A pi441 1 1/1 I ,col Contact: ',Sprinkler System (# of heads 3 ) 3�7 Fire Pump = Standpipe Other: WORK TYPE New Alterations ..._._ �_... _._ ...—Other: DESCRIPTION OF WORK: / Commercial _ Residential FEES $55.00 Minimum *If the project valuation is over $1 million, please call for Surcharge 0 Addition Remodel 3/4" Displacement Fire Meter - $245.00 1115"0 J1/4-.5 Educational Contract �Value U$ t 1 'fitaro x 1% = $ % t 1 t. �I� Permit Fee _ $ ` 5.00 Surcharge* = $ 1®Ia `7b TOTAL FEE =$ . u_,.. . �:- _ _ _ $ TOTAL FEE *Requirements: 2 complete sets of drawings and specifications, cut sheets on materials and components to be used herebyI apply for a Fire SuppressionSystempermit.,�_.�.�x-�,,.�. pP Y 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 Jccordjnce with the approved plan in the case of work whic requires a review and approval of plans. inel Applicant's Signature Fire Meter 10,, (Ar Applicant's Printed Name x FICE USE j1131Y REQUIRED INSPECTIONS 1/7 Hydrostatic Drain Test Rough In Trip Pump Test Central Station Final Conditions of Issuance: J Use BLUE or BLACK Ink For Office Use j Permit 1 I ~s t qty of Ealan 3830 Pilot Knob Road Permit Fee: C~ ~ Eagan MN 55122 Phone: (651) 675-5675 I Date Received:. I Fax: (651) 675-5694 Staff: 2013 MECHANICAL PERMIT APPLICATION ❑ Please submit two (2) sets of plans with all commercial applications. Date: ~ 11,2 Site Address: Tenant: Ud*~~~,s, Suite Resident/Owner Name: Phone. Address / City / Zip: / / 3 n~ /G-✓'~-j Name: License 1114 ar• S~3 S 5` Contractor Address: / ~ A'- City: /-Zy- /l i State: 14,'- l Zip: Phone: Contact: c6~. Email: New Replacement Additional .Alteration Demolition Type of Work Description of work: /~'i~r`~ NOTE: Roof mounted and ground mounted mechanical equipment is required to be screened by City i Code. Please contact the Mechanical Inspector for information on permitted screening methods. RESIDENTIAL COMMERCIAL Furnace _ New Construction - Interior Improvement Permit Type -Air Conditioner - Install Piping - Processed -Air Exchanger Gas Exterior HVAC Unit _ Heat Pump Under / Above ground Tank L_ Install Remove) Other RESIDENTIAL FEES; `F. $60.00 Minimum Add-on or alteration to an existing unit (includes $5.00 State Surcharge) $100.00 Fire repair (replace burned out appliances, ductwork, etc.) (includes $5.00 State Surcharge) = $ TOTAL FEE COMMERCIAL FEES: $70.00 Underground tank installation/removal Contract Value $./-F e P0 x1% $55.00 Minimum = $ Permit Fee *If the project valuation is over $1 million, please call for Surcharge 5.00 Surcharge* '-5-J- 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.orci 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 ork will be in accordance x case/of work which requires a review and approval of plans. with the app1-7,'~~, oved plan in theec /<<_ .I x Applicant's rinted Name Applicant's Signature FOR OFFICE USE n Required Inspections: r/ Reviewed By: Date:/ " Underground ) Rough In Air Test Gas Service Test In-floor Heat Final HVAC Screening ----Use BLUE or BLACK Ink For Office Use / I L135 My of Eapn I Permit I Permit Fee: 3830 Pilot Knob Road I I Eagan MN 55122 I Date Received: Phone: (651) 675-5675 Fax: (651) 675-5694 Staff: 2013 COMMERCIAL PLUMBING PERMIT APPLICATION ❑ Please submit two (2) sets of plans with all commercial applications. Date: Site Address: Tenant: IM V~ s Vc) 6 t.qC- 4 reli Suite Property Owner Name: /y✓nnesc 4 t< 4//,i Phone: Name: Contractor Address: / City: ~ 33-7 f 9_~ rJ / State: Zip: Phone: JSr„?- Zfe3-- 41e."e Email: /l/cfrl.+-+~'~ Pc`i`7•~~ c®;,., Type of Work -New _Replacement -Repair Z Rebuild - Modify Space - Work in R.O.W. Description of work: 47' COMMERCIAL _ New Construction ✓Modify Space Irrigation System yes / ✓o) RPZ PVB) Rain sensors required on irrigation systems Permit Type . Avg. GPM (2" turbo required unless smaller size allowed by Public Works) Meters Call (651) 675-5646 to verity that tests passed prior to picking up meter. Domestic: Size & Type Fire: 1 Avg. GPM High demand devices? _Yes No Flushometers Yes ~ No COMMERCIAL FEES: $55.00 Minimum Contract Value $ x1% _ $ /tea' 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 _ $ 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.orci 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 ermit; 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 P ted Name Applicant's Signature EReq OFFI CE USE Approved By:Date: ired Inspections: Under Ground /Roughdn YAir Test Gas Test -Final PRV Required: - Yes No Page 1 of 3 City of Eton 3830 Pilot Knob Road Eagan MN 55122 Phone: (651) 675-5675 Fax: (651) 675-5694 mac) \Q's �; v Use BLUE or BLACK Ink For Office Use Permit #: Permit Fee: 2, 0 1 e C.() Date Received: Staff: i'JL 2013 MECHANICAL PERMIT APPLICATION Please submit two (2) sets of plans with all commercial applications. Date: $I1S115 Site Address: 3 C b 0 *-&-vt•t. & W A') ISL Tenant: (i\ t 1'3t3. 7S1'f Pt�1�DRA-T ! Suite #: Name: A/W 1 4N Phone: Address / City / Zip: 100 apisr (J. E.W W.q 13 13v 2.,6v,Nkr £I i S'53 l Name: '-‘305-11111N DrN t-1LRr Me-Tv3.Lw cense #: Address: 1 3 k IJ/av�AQo� iv) . city:Av L State: Nit° Zip: $ S' t V* Phone: Co Sk-1.`k L' Contact: Aftk-cc-GRANOSSat-1ef- Email: I'1rNe....i 'ke..w. • ra".AVIccEe ` m4.j.Cbri1 New Replacementl_[x-Additional Description of work: 6 tr"C,.'[ c� Alteration Demolition RESIDENTIAL Fumace Air Conditioner Air Exchanger Heat Pump Other COMMERCIAL rs-New Construction %` Interior Improvement Install Piping Processed Gas Exterior HVAC Unit Under/Above ground Tank ( Install / _ Remove) RESIDENTIAL FEES $60.00 Minimum Add or alteration to an existing unit (includes $5.00 State Surcharge) $100.00 Residential New (includes $5.00 State Surcharge) TOTAL FEE COMMERCIAL FEES $55.00 Permit Fee Minimum $70.00 Underground tank installation/removal *If contract value is LESS than $10,010, Surcharge = $5.00 **If contract value is GREATER than $10,010, Surcharge = Contract Value x $0.0005 ***If the project valuation is over $1 million, please call for Surcharge Contract Value $ y! 0 0 0 x .01 • = $ t},, I D Permit Fee _ $ Surcharge* _$ 5:029.6 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 of))eRi— i /a-rr%cA& ?R=S Applicant's Printed Name A Applicant's Signature 09/13/2013 09:22 1 MINNESOTA PETROLEUM PAGE 02 Use BLUE or BLACK Ink For Woo us e G~ I 1i ~ City of Eatan i Permit #;~~1 1 I / • ~-3 I 3830 Pilot Kr Permit Fee; ob Road I I Eagan MN 55122 I 1 Phone; (651) 676-6675 1 Date Received: W15/13 I I I Fax: (661) 675-5694 i Staff. I I 2013 MECHANICAL PERMIT APPLICATION Q Please submit two (2) sets of plans with all commercial app/lliicabons. Date: 17( ~ l~,n - Site Address: GOO LQG f''L.c.,,,~.~ j- Lk Tenant: A V6 A an a-- Suite "Ert0-MYI~WfMP : Name: Phone: Address / City 1 Zip; Name: r t i r L rL e a © 6:L ?CA r61 r-"n1 License Oq 6ftitY`dC IY Address; Je asmic. IU City. ~o~~.. ~'at 1-lc LAPL4' State: V Lr` Zip. 2 ( Phone: -1 (o_ 3 t6 S (!1 1 Contact: Email: 12 '!'07 c J. tiro cros»L ' New Replacement Additional Alteration Demolition t~ ,tfl Description of work: 1 A{'e~tl l o2Q04 G-~~ t7 i ec, ( Ta.L k s ,f ~i Gam. Nov. E~t li~rtatltrtd~ rrtt~gl~bId'dtlirl ui tl; : lrhCiS r iplrlpr ~fE;t~iIkr rlriti lr~°~Ie6ilrPi ri 'liyy 1 + rtl~~ M~testtt+o + iti t?re Il k Did iilt~ip ±c rt f rail ► illtil~r~aH ~tertt4ltraa it tit ~uV ttt+d+tt RESIDENTIAL COMMERCIAL Furnace _ New Construction _ Interior Improvement p@rth it yy'0 _ Air Conditioner Install Piping Processed Air Exchanger - Gas Exterior HVAC Unit Heat Pump _ Und /Above ground Tank (_~S Install Remove) Other RESIDENTIAL FEES $60.00 Minimum Add or alteration to an existing unit (includes $5,00 State Surcharge) $100.00 Residential New (Includes $5.00 State Surcharge) TOTAL FEE COMMERCIAL FEES Contract Value ; _155 * -"x .o1 $56.00 Permit ee Min lntum u-~ $70.00 Underground tank Installatlonlremoval = $ SS Permit Fee "If contract value Is LESS than $10,010, Surcharge = $5.00 "If contract value is GREATER than $10,010, Surcharge = Contract Value x $0.0005 - $ Surcharge" ~~h~~r~ """If the project valuation is over $1 million, please call for Surcharge f T=/ `3 TOTAL FEE 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 (or 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 I~ohe.r - -10 0;r rfJe Applicant's Printed Name Applicant's Signature klotl;ir6d hisood(ldfW Revttt*d B Est w iJr~lir4d Fttilagh'in' l4irdst r' G°sttHt•Tr3t UIf1b►`1It :)`IrlAl,_,~y,,~AC~txIring 3830 Pilot Knob Road Eagan MN 55122 Phone: (651) 675-5675 Fax: (651) 675-5694 Use BLUE or BLACK Ink For Office Use Permit #: \ V-01 Permit Fee: Date Received: Staff: 2013 MECHANICAL PERMIT APPLICATION ❑ Please submit two (2) sets of plans with all commercial applications. Date: /29./S Site Address: JI. G a V4- a A K. Tenant: illy/4 Suite #: Name: rintTA' Phone: f • P8?. 7f 3t- Address / City / Zip: 1/ Sf0 APP %�#'✓�- /.Jvrr $ vi l % esi t/ $.7".57 7 Name: /t"WI ell AleA -'G-/ Address: /.2 4/4 // State: `Joir Zip: f":(.52 .7 7 Phone: License #: City: ../.7c.,-/-4* ?) . ?u. `/068 Contact: ��-<' /l Email: yre' h .'-)Mee.,/, /. e.0.7 .Z New Replacement Additional Alteration Demolition Description of work: %Cs;rio Ae... v�. -- c / str6s /PG /? -/-7/ /4 74'7 RESIDENTIAL Furnace Air Conditioner Air Exchanger Heat Pump Other COMMERCIAL New Construction Interior Improvement Install Piping _ Processed Gas Exterior HVAC Unit Under/Above ground Tank ( install / _ Remove) RESIDENTIAL FEES $60.00 Minimum Add or alteration to an existing unit (includes $5.00 State Surcharge) $100.00 Residential New (includes $5.00 State Surcharge) TOTAL FEE COMMERCIAL FEES $55.00 Permit Fee Minimum $70.00 Underground tank installation/removal *If contract value is LESS than $10,010, Surcharge = $5.00 **If contract value is GREATER than $10,010, Surcharge = Contract Value x $0.0005 ***If the project valuation is over $1 million, please call for Surcharge Contract Value $ x .01 $ _$ =$ Permit Fee Surcharge* TOTAL FEE I hereby acknowledge that this information is complete and accurate; that the work will be in conformance with the ordinances and codes of the City of Eagan; that I understand this is not a permit, but only an application for a permit, and work is not to start without a permit; that the work will be in accordance with the approved plan in the case of work which requires a review and approval of plans. th Applicant'snted Name x A ican s gnature City otEapn 3830 Pilot Knob Road Eagan MN 55122 Phone: (651) 675-5675 Fax: (651) 675-5694 Use BLUE or BLACK Ink For Office Use Permit #: Permit Fee: Date Received: Staff: X331 2013 COMMERCIAL FIRE ALARM PERMIT APPLICATION* Date: 10/8I(3 Tenant: e • a� Site Address: 3C000 Name: MVS k Address / City / Zip: Applicant is: Owner >C Contractor Suite #: Phone: Description of work: kkyAS"\ri et�i3�r1..� ��•. 4.41v% { dot 4o J View d Construction Cost 4,22_r 200 el Estimated Completion Date: c.` o 5 Name:. t-st" rs e c.'i'ke, t License #: 7.-60 18 to Address: eiciso &Ocs'r t1��we.( 10 City: gi ever State: f • t Zip: S 533 0 Phone: 04"j N 41 - ZZq O Contact 01 S'aoSr-04.1%Ski Email: AU1se bco' ¢rS-re.. Golly\ New X Addition )( Alterations Remodel Other. DESCRIPTION OF WORK: XCommercial — Residential FEES $55.00 Permit Fee Minimum *If contract value is LESS than $10,010, Surcharge = $5.00 If contract value is GREATER than $10,010, Surcharge = Contract Value x $0.0005 ***If the project valuation is over $1 million, please call for Surcharge Educational Contract Value $ 221 Zoboe— x .01 =$ 2.22- es°- Permit Fee r0 = $ 11 Surcharge* $ 233 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 Alarm 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. Applicant's Printed Name FOR OFFICE USE Required Inspection Rough -Fn Applicant's Reviewed By: nal Fire Signature Use BLUE or BLACK Ink For Office Use I i Permit I City of Eapn r Lo" 3830 Pilot Knob Road RECEIVES Permit Fee: Eagan MN 55122 \ I " , I I Phone: (651) 675-5675 APR 2 ?0~ Date Received: ~j Fax: (651) 675-5694 Staff: ►<1 1 i 2014 MECHANICAL PERMIT APPLICATION r/ ❑ Please submit two (2) sets of plans with all commercial applications. r~ `r ' Date: 1 1 l Site Address: Tenant: tkn J. C cv.3 ; Gacan ,5~t- Suite ~ Resident/Owner 'Name: -._.~.~T. Phone: Address / City / Zip: s Name: M+fu'Le 4e, -PeArr lev n nt_V ct,License#: 6,6'1 1 1 Address: 64.1- N City: l.Au- n6 r', N cira BL S Contractor I State: V+. Zip: Phone: :2t,3-'780--6'1 51 < i i I Contact: 9'1 ` t (o"Pt)i Pi Email b-der.rU.I tt Q $t.^Re+,rv 4Co.-i% New Replacement Additional Alteration Demolition Type of Work Description of work: NOTE: Roof mounted and ground mounted mechanical equipment is required to be screened by City j Code. Please contact the Mechanical inspector for information on permitted screening methods. RESIDENTIAL COMMERCIAL _ Furnace _ New Construction Interior Improvement _ Air Conditioner Install Piping Processed Permit Type - - r _ Air Exchanger _ Gas _ Exterior HVAC Unit , Heat Pump Under/Above ground Tank L Install Remove) _ Other I~IQL~ I RESIDENTIAL FEES $60.00 Minimum Add or alteration to an existing unit (includes $5.00 State Surcharge) $100.00 Residential New (includes $5.00 State Surcharge) TOTAL FEE R COMMERCIAL FEES Contract Value $ x .01 i 11 $66.00 Permit Fee Minimum 0 $70.00 Underground tank installation/removal = $ Permit Fee 5 *If contract value is LESS than $10,010, Surcharge = $5.00 ®C) Surcharge* If contract value is GREATER than $10,010, Surcharge = Contract Value x $0.0005 s ***If the project valuation is over $1 million, please call for Surcharge - $ !5TOTAL 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. Applicant's Printed Name Applicant's Signature FOR OFFICE USE Required Inspections: Reviewed By: Date: Underground Rough In Air Test Gas Service Test In-floor Heat Final HVAC Screening . Use BLUE or BLACK Ink ---- i �---- ---- � For OfBce Use � �}' � ��O Vd � I O� nn LLn i Permit#: 4� 1Jt� 11 ; ' C� ,c��' i �� _`� , � Permit Fee: � 3830 Pilot Knob Road � - � � '1� � Eagan MN 55122 ,�Q i r, ,, � ^ � Date Received: /V/[� � i Phone: (651)675-5675 G�.. � �. ' �:��+ � � Fax: (651)675-5694 � 5��: � I � 2014 COMMERCIAL BUILDING PERMIT APPLICATION � `�-� Date: SiteAddress: �liOU ��.��-X•�Awk R,BIa� Tenant Name: M NJ 1��►�ft Y ��aNs�T A�r�rr (Tenant is: New/ )C Existing) Suite#: Former Tenant: : Name: NIwJ �p►u.Fy ?i2ANt�i Avr�w�iTY Phone: Property Owner Address�city�zip: I 155�0 IZu f�a 1��,►vr'. �uR�+Sv'�u-�,. M� .�5337 � Applicant is: Owner �Contractor Type of Work Description of work: �F,�A�N/w�L WrA/.L Ic.(L/l4-IIL( S�0�FZ 1��+��N�� ,/ Construction Cost: ��.y aa Name: M�I S/I�!(s f/l. Co�S i R u t Tia•� License#: Contractor Address: Ia� �2�n�F��N� WA Y Ciry: ,.So�TN .Sr �i4�� State: II�AN Zip: SsL�7„s Phone: �oS�- �✓.�' �77g Contact: �M MF/S1�.tG�y/` Email: TiMC.M�IS��./6r2CdN�?/�uC��✓.CO/h Name: (�� M�L.f Registration#: Architect/Engineer Adaress: 70o S. 3�A Si.� '��C�O ciry: �/!►.��v f_A i�v��s state: M n1 zip: SSH/S Phone: G I� • 373 - G 3 9�i�` Contact Person: CA�,�, d SDI�1'L(. Email: L'A21,OS 4fttC� C UIGS. CRG Licensed plumber installing new sewer/water service: Phone#: NOTE:Plans and suppo�ng documents tfiat you submit are conslalsr+�d to be ptt�lfC Ft►f�um�ivn. PbrNor��`cN` fhe information may be classified as non pubiic if you p►avide sp�citic reascrns that r�e►!tl parnr#t fte�Clty i�o conctude that the are trade secrets. CALL BEFORE YOU DIG. Call Gopher State One Call at(651)4540002 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 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 T�M !vl f/.SIN GI't� x %f'�7�. , " ' .•-• Applicant's Printed Name ApplicanYs Signature Page 1 of 3 . ��Q� ��;�--�� r�' � l�� DO NOT WRITE BELOW THIS LINE SUB TYPES Foundation Public Facility Exterior Alteration-Apartments �Commercial/Industrial _ Accessory Building _ Exterior Alteration-Commercial _ Apartments _ Greenhouse/Tent _ Exterior Alteration-Public Facility Miscellaneous Antennae WORK TYPES _ New _ Interior Improvement _ Siding _ Demolish Building* _ Addition _ Euterior 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 2��60��— Occupancy �/ MCES System �p' b�T�to,tL WD/z/v Plan Review �/ Code Edition �b71WSf3G SAC Units (25%_100°/a ✓� Zoning �(,,.,— � City Water Census Code Stories Booster Pump #of Units Square Feet PRV #of Buildings Length Fire Sprinklers Type of Construction Width REQUIRED INSPECTIONS Footings(New Building) Sheetrock Footings(Deck) �Final/C.O.Required Footings(Addition) Final/No C.O.Required Foundation 7 Other: �A'G/�F/Lt-' 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 Insi�lation Erosion Control ' Meter Size: I, Final C/O Inspection: Schedule Fire Marshal to be present: Yes " No �� Reviewed By: l,i��o , Building Inspector Reviewed By: , Planning COMMERCIAL FEES BaseFee 393•�O WaterQuality Surcharge f� •r� Water Sampling Fee Plan Review 2��•Z$ Water Supply&Storage(WAC) MCES SAC Storm Sewer Trunk City SAC Sewer Trunk S8W Permit 8�Surcharge Water Trunk Treatment Plant Street Lateral Treatment Plant(Irrigation) Street Park Dedication Water Lateral Trail Dedication Other: Water Quality TOTAL �G 7 .Z$ Page 2 of 3 . 1 0 � �Il Date: June 18, 2013 Mike Maguire Mayor Jason Preusser Morcon Construction Paul Bakken 5905 Golden Valley Rd Golden Valley, MN 55422 Cyndee Fields Gary Hansen �: Minnesota Valley Transit Authority Bus Garage Addition Meg Tilley 3600 Blackhawk Rd, Eagan, MN Council Members Dear Jason: Dave Osberg City Administrator 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 goal that this review will help you in complying with the applicable codes and we are,therefore,requesting that the following items be addressed. 1. Provide shop drawing details at time of inspection for any penetration in a rated Municipal Center wall assembly. 3830 Pilot Knob Road Eagan, MN s5122-islo 2. Submit Final Inspection and Testing Letter to the City Inspection Department 651.675.5000 phone prior to occupancy. 651.675.5012 fax 651.454.8535 TDD 3. We request at the end of the project,that an updated set(1) of construction plans be submitted without duplicate page numbers. Maintenance Facility 4. Please review and keep the enclosed checklist for Final Inspection. Page 4 has the �'i 3501 Coachman Point required items for this project checked off. Eagan, MN 55122 If you have any questions please ca11651-675-5676 or e-mail mlence(a�citvofeagan.com 651.675.5300 phone 651.675.5360 fax Sincerely, 651.454.8535 TDD www.cityofeagan.com Mike Lence Senior Inspector cc: Dale Schoeppner, City of Eagan Chief Building Official The Lone Oak Tree The symbol of strength and growth in our community. ��iy2�, �c��: Minnes�ta Valley Transit Authority 1'�0 East Highway 13' Burnsville, MN 55337 Att�ntia�: Mr,T�m Br'rgh� tbric�httC MVTA.cortt RE: 'Project Cerkification Letter Eagan Bus Garage- Buiiding Exp�nsion 3600 8lackhawk Road ' Eagan, Minnes�fia TerracQn Praject No. 4'f 131 Q�4 Dear Mr. Bright: Terracan Consuitants, lnc, {Terracan� provitled special inspection, observ�tion and constr�ctic�n rnaterial: testing services of the soils, structural steel;, reinforcing st�el, masonry and'c�ncrete from June 25t1�, 2013 through April 16th, 2Q14, Ta th� best af c�ur'knowledge, information, and belief, based upon ob�ervations made by T�rracan representatives, th� soils, s#ructural steel, reinfarcing steel, masonry and concrete inspecfed, observed and #ested by Terracan were: construc#ed in general accor�ance with the project plans and specifi�ations prt��tided 'to Terracon. Jt should be noted that our special' inspe�tion, observatian and testing �ervices were performed on an as-requested' basis, and only when requested by the above-list�d client or their designated represer�tative. W� c�ffer no opinian regarding materials not tested or ob�erved by ' our T�rracon representatives. This� (etter is pravided`sotely for the benefit for the above-listed ' client and does nat irnpact in any way #he rights and obligations af third parti��, i;ncluding, contractars and subcontractors wha may have provided the mat�ri�ls and/or construc#ion i servic�� tested or observed''by Terracon. � Sincerefy; TERRACON CONSl1LTANTS, IN'C. �_' �-=--�� , . _ ; `�... Jesse A. Mohler Andrew T. Schrnid, �'. E, : Project'Manager Department Manager, Constructian Services Enclosures: Prajeck Testing and Special lnspection Reports 7erc�cc�n Corasultants, Inc. 3535 Haffman Road East White Bear Lake,N#in:n�sota�5i1Q � P� �s51]77�#1544Y � [763j S�7 sr�'� terra�Ct�n�s��. � i � i Note: Project co�sists of an addition to an existing facility. Information listed is for new construction. � � � ' • • ' • • . ' � � . • Project Name: Minnesota Valley Transit,Eagan Bus Garage Expansion Project Address: 3600 Black Hawk Road Date: April 19,2013 Designer of Record: BWBRarchitects Telephone: 651-222-3701 ContaCt Person: Michael Meehan Telephone: 651-290-1880 , City: Eagan Climate Zone: 6 Criteria Table: 5.5-6 Mandatory Provisions Checklist Insulation(§5.4.1) Fenestration and Doors(§5.4.2) ❑ Cargo doors and loading dock doors are equipped with weatherseals in m Insulation Materials are installed in 0 U-factors are determined in climates zones 3 through 8. accordance with manufacturer's accordance with NFRC 100.U-factors recommendations and in such a for skylights shall be determined for a 0 Entrance doors have vestibules. manner as to achieve rated R-value of slope of 20°above the horizontal. Exceptions: insulation ❑ Exception:for metal building roofs Exceptions: ❑ Climate zone 1 or 2 or metal building walls. ❑ U-factors are taken from A.8.1 for ❑ Building is less than four stories. glazed wall systems in vertical p Doors not intended as building ❑ Loose-fill insulation is not used in attic fenestration and/or skylights. entrance. roof spaces when the slope of the ❑ U-factors are taken from A.8.2 ❑ Doors o en from dwellin unit s ceiling is more than three in twelve. other fenestration products. p 9 � �� ❑ Doors open from spaces smaller ❑ Attic eave vents have baffling to deflect ❑ U-factors are taken from A.7 for than 3,000 ft2. the incoming air above the surtace of opaque doors. ❑ Building has revolving doors. the insulation. ❑ U-factors are derived from DASMA 105 for ara e doors. � Doors for vehicular movement or �d Insulation is installed in a permanent g g material handling. manner in substantial contact with the � Solar heat gain coefficient(SHGC)is inside surtace. determined in accordance with NFRC ❑ Batt insulation installed in floor cavities 200. is supported in a permanent manner by Exceptions: supports no greater than 24 in.o.c. ❑ SHGC is determined by B Lighting fixtures,HVAC,and other multiplying the shading coefficient equipment are not be recessed in (SC)by 0.86.Shading coefficient ceilings in such a manner to affect the is determined using a spectral insulation thickness unless. data file determined in Exceptions accordance with NFRC 300. ❑ SHGC for the center of glass is ❑ The recessed area is less than used.SHGC is determined using one percent. a spectral data file determined in ❑ The entire roof,wall,or floor is accordance with NFRC 300. covered with insulation to the full ❑ SHGC is taken from§A8 for depth required. glazed wall systems in vertical ❑ The effects of reduced insulation fenestration and skylights. are included in calculations using , an area weighted averages. � Visible light transmittance is , determined in accordance with NFRC , m Roof insulation is not installed over 2pp, i suspended ceiling with removable ceiling panels. Air Leakage(§5.4.3) � Exterior insulation is covered with a � The building enve/ope is sealed, protective material to prevent damage. caulked,gasketed,and/or weather- Insulation is protected in attics and stripped to minimize air leakage. mechanical rooms where access is needed. 57' Air leakage through fenestration and doors is less than 0.4 cfm/ft2(1.0 ❑ Foundation vents do not interfere with cfm/ftz for glazed swinging entrance the insulation. doors and for revolving doors)when � Insulation materials in ground contact tested in accordance with NFRC 400. have a water absorption rate no Exceptions: greater than 0.3 percent. ❑ Field fabricated fenestration and doors. p For garage doors tested in accordance with DASMA 105. H ANSI/ASHRAE/IESNA Standard 90.1-2004 � `�' i • � ' • • ' • • . ' � • . • ' . • - Project Name: MVTA Eagan Bus Garage Expansion Contact Person: Michael Meehan,BwBR Architects Telephone: 651-290-1880 Space Category §5.5.4.4.1 Exceptions Window-Wall Ratio Total North(Opt.) Other(Opf.) Skylight-Roof Ratio Nonresidential ❑ North Oriented Gross Wall Area(ft?): 42,667 s,sso sa,os� Gross RoofArea(ftZ): io�,s�s Residential ❑ Overhangs WindowArea(ftZ): s,�so at s,�as SkylightArea: zso Semiheated Q Street Le�el Windows Window-Wall Ratio: 14.5°i 0.4%� 18.6% Skylight-Roof Ratio p Zo�o O aque Surfaces ��. , Class(Pick one) �Pick�: Pick �� .�ne-;' one � Raof Wall ��• Floor Slab' Door * Description/ ��: � _ � �" �� Proposed Criteria Surtace Name ��,� , ° ' L � L .f � , � �� Insulation Insulation Area(ft2) �� ' O � O ' � � R-Value, R-Value, (optional) �' �� f�� °� U-Factor, U-Factor, ��s°i��°' � � a�°i� a�°i � c �� °: � y »��. GFactor GFactor or ��a'�« � � m�� in m� �'� � � �� ; X p � Of F-FBCtOf �pa ; m LL � ' �i'�d c 3 a< o� � +� F-Factor `°�� .:.� � � a� 0�?'3� ,"i� a� o r.. � � c sc �': o ° �:' u� �— m a� a� — m a� o � �� o ��, ,�. o �,�� aC � � cn ��m � in � � cnZ ,< �, Q � Roof ��Q;�;Q 0 0 0 � 0 Q 0�,>0 0 Q Q�� 0� U-0.032 U-0.043 Wall Type 1-PCS Q_Q�p�;m O O O O.'�...O O 0`{?"0�..'.O O O�Cd?;.'... O m �. u-o.osz u-o.osa Wall Type 2-CM �,�,�',� 0 0 0 (��::Q 0 0 0��.,.,0 0 �'�.(�f.�: Q 0 ; , U-0.061 U-0.084 Wall Type 3-SM1 �Q,`��.Q Q � Q Q�.:Q Q Q Q (��,Q Q (��;.��`: Q Q '; U-0.074 U-0.084 �,D,Q,,..� Q 00 0.000 QQ.O 0 0;.,�� 00 ' :: "��W^^eia�o�� 0;�0.�7'�O O O O O"�O O O O O'� O O'�O: O 0 �� u-.os u-o.�oo Aluminum Door Q Q�(� Q Q Q Q Q Q Q Q O Q O Q (�;�;(,��: Q Q ' ' U-0.58 U-0.700 j O�'3.-O��O O O O Q'O O O O°`O'O O O'��.�� O O . ,� � � o�emead 000� {�O�O�O O O O C7''��O O 0 Q 0;O �O C��'Q� O 0 ' u-o.�a u-o.soo QC};.O'OOOOOOOOO'O'OO C��C��; OO : Unheated Slab On-Grade Q=(��;Q'�Q Q Q Q (�:Q Q Q �-�'�O O (��. Q Q � R-10 R-10 to footing Q�.vQ��.00 � 0Q.OQDOQ'00 Qs��r00 : 0�_,DiO Q 0 � Q��'�Q 0 0 ��0�0 0 Q`��3: 0 0 = �.Q��.:..0 Q Q Q D�I 0 Q 0 ��0 Q Qj��,,. 0 0 3: 0��}.Q��0 0 Q Q 0,0 Q Q 0�'�;0 0 0'i.��.. 0 0 ' : Q��;0 0 0 Q �.:0 Q Q 0�:0 0 0=��;E' Q 0 o c�=o`o 0 0 0��o 0 o ca�o;o o a��`� o o . �� 00000000000 � 00o a'a�o': o0 3 Q`O.O'OOOOO'OOOC?"OOO 0 .�,. 00 ` '° OO..Q'00000'OOOC�O00 O-.O` 004 QU:�OOOOOO'OOOOO'OO O,:Q OO ' Q.O:O'OOOO �?'OOOUQ:OO C�'�?`' OO ,. fJ!,�.?'`C�OOOO (? OOOC�4'OO C��(? 0O ; 9:(?UOOOO'(QOOOU`=Q'OO C}.�? OO ; O,O,QOOOOO"0OO'4:�0'OO C2:�7': O0 ' C).�"C�'O O O O t� O O O �J=�'? O O O.�,C7l== O O C),Q`0'OOOO;(?'OOO ��.Q'OO O'�?< OO ` ��O:O'OOOO (�`OOOO:OOO �7�� 0O . , Q.D:`�O`O O O O f?�O O O O`Q';�O O O��}'� O O '. �� O`OOOOOOQO000000 C�=�C?. 00 . ', ANSI/ASHRAE/IESNA Standard 90.1-2004 � Buildin Envelope Compliance Documentation Part II, Page 2 • . - . ... ..- .. . . . � ... ..- .. . -. . . •� :� . - • .�� -� - • . . - �- � � : : �' � ,:`� � -e .�� . . . • - ., a ., .., , . � , �� ' :� . ' ' • . . . . • • �" • • • �Y,� _�_�-____ �. . - � • - �r � • • �"� ��---�� • • • • • � �-_�--_-� • • • o • �.�: � � � ��■ �� • • � • • • �� • • � • • • ___�---__ • � � . • • • � ��0■ �� • • ;�� • • • � ��0�� • • , ', :• � � � �� • • � • � • � ��■ �� • • � • • • ___�--_-_ • � • • • �� • • • • • _-_�_____ • • • • • -: ��- � � � • • • � �� • • • • • �� • • � � • • � ��0�� • • �' • • • �: ��0�� • • • • • ,.. ��0�� • • • • • ��0�� • • , • • • �� • • � • • • � ��■ �� • • • • • �� • • , • • • � �� • • • • • ___�_____ • • • • • � ___�---__ • � • • • ��0�� • • � • • �° ��0�� • � � • • � �� • • � • • • `°� ��■ �� • • • � • � ��■ �� ■ �� • • � • � • ___�--__- • • • • • ___�--__- IES . . . . . _ .. . •� �i- .--� This appraach is not applicable ' • - � � • • • . • � • - Project Name: Eagan Bus Garage Expansion Project Address:Blackhawk Road&Hwy 13 Date: 4/23/2013 City: Eagan Zip: 55129 HVAC System Designer of Record: Bryan Schmidt Telephone: 612 465 7616 Contact Person: Bryan Schmidt Telephone: 612 465 7616 Qualification o Exception:An energy recovery o Q)Piping is insulated in accordance with ventilation system is provided in Table 6.8.3.Insulation exposed to weather is O The building is 2 stories or less in height and accordance with the requirements in suitable for outdoor service.Cellular foam has a gross floor area is less than 25,000 ft�. §6.5.6. insulation is protected from water and solar Requirements ❑ (�The system shall be controlled by a radiation. manual changeover or dual setpoint o Exception:Piping is located within O (a)All systems serve a single HVAC zone. thermostat. manufactured HVAC units. o (b)Cooling(if any)is provided by a unitary ❑ (g)Heat pumps equipped with auxiliary o (k)Ductwork and plenums are insulated in packaged or split-system air conditioner that internal electric resistance heaters(if any) accordance with Tables 6.8.2A and 6.8.2B is either air-cooled or evaporatively cooled have controls to prevent supplemental heater and sealed in accordance with Tables and meets the efficiency requirements shown operation when the heating load can be met 6.4.4.2A and 6.4.4.2B. in Table 6.8.1.List equipment in the table by the heat pump alone. below. ❑ (I)Construction documents require air o (h)The system controls do not permit reheat systems to be balanced in accordance with O (c)The system has an air economizer as or any other form of simultaneous heating industry-accepted procedures to within 10% required by Table 6.5.1,with controls as and cooling for humidity control. of design airflow rates. required in Tables 6.5.1.1.3A and 6.5.1.1.3B. The economizer has either barometric or O (i)Systems are provided with a time switch O (m)Where separate heating and cooling powered relief sized to prevent that(1)can start and stop the system under equipment serve the same temperature zone, overpressurization of the building.Outdoor air different schedules for seven different day- thermostats are interlocked to prevent dampers for the economizer use are provided types per week;(2)is capable of retaining simultaneous heating and cooling. with blade and jamb seals. programming and time setting during a loss of power for a period of at least 10 h;(3) � (n)Exhausts are equipped with gravity or o Exception:The cooling efficiency meets includes an accessible manual override that motorized dampers that will automatically or exceeds the efficiency requirement in allows temporary operation of the system for shut when systems are not in use. Table 6.3.2.Document in table below. up to 2 h;(4)is capoble of temperature o Exception:Design capacity is less than o (d)Heating(if any)shall be provided by a setback down to 55 F during off hours;ao d 300 cfm. unitary packaged or split-system heat pump, (5)is capable of temperature setup to 90 F a fuel-fired fumace,an electric resistance during off hours. O Exception:System operates I heater or a baseboard system connected to a ❑ Exception:System serves hotel/motel continuously. I boiler.All heating equipment meets the guest rooms. ❑ (o)Systems have optimum start controls. efficiency requirements of the Standard.List ❑ Exception:System operates equipment in table below. continuously. o Exception:Supply air capacity is less than 10,000 cfm. o (e)The outdoor air quantity is less than or ❑ Exception: System has both a cooling equal to 3,000 cfm and less than or 70%of or heating capacity less than 15,000 the supply air quantity at minimum outdoor air Btu/h and a supply fan motor power design conditions. greater than 3/4 hp. E ui ment Efficienc System Mfg.& Equipment Heating Cooling Tag(s) Model Type No. Rated Rated Minimum Rated Rated Minimum Econ. Capacity Efficiency Efficiency Capacity Efficiency Efficiency Min. Efficiency H 0 0 ANSI/ASHRAE/IESNA Standard 90.1-2004 `�� . � . • ' � • ' � . • - Project Name:Eagan Bus Garage Expansion Project Address: Blackhawk Road&Hwy 13 Date: 4/23/2013 HVAC System Designer of Record: Bryan Schmidt Telephone: 612 465 7616 Contact Person: Bryan Schmidt Telephone: 612 465 7616 City: Eagan Climate Zone: 6 Zip:55122 1%Summer DB Temp: 87.9 1%Summer WB Temp: 74.9 99.6%Winter Temp: -13.4 Mandato E ui ment Efficienc Worksheet 6.4.1.1 System Tag Equipment Type(Tables Size Category(Tables Sub-Category or Rating Units of Efftciency Minimum Efficiency(Tables 6.8.1A through G) 6.8.1A through G) Condition(Tables 6.8.1A (Tables 6.8.1A 6.8.1A through G) through G) through G) Rated z Required IAC-4,5,6 Air Conditioners,Air Cooled <65,000 BTU/h Split System SEER 13 ? 12 uH-s,�o,��,�2 Warm air unit heater,Gas Fired All capacities Maximum Capacity % 82% z 80°/a > > z > > Mandato Non-Standard Centrifu al Chiller Worksheet 6.4.1.1 System Tag Leaving CHW Entering CW Condenser Flow Rate Size Category Minimum Efficiency(Tables Temperature(°F) Temperature(°F) (gpmtton) (Tables 6.8.1H 6.8.1H through J) through J) Rated >_ Required N/A Z Z � > I General Mandatory Requirements � Piping insulation meets or exceeds the Special Mandatory Requirements � requirements of the Standard(§6.4.4.1.3). W Load calculations are provided for selection O Freeze protection or snow/ice meiting of all equipment and systems(§6.4.2). pJ Construction documents require record systems(if any)have controls to prevent W Stair vents,elevator shaft vents,gravity drawings(§6.7.2.1),manuals(§6.7.2.2), operation in warm weather(§6.4.3.7). system balancing(§6.7.2.3)and system hoods,gravity vents and gravity ventilations commissioning(§6.7.2.4). O Independent perimeter heating systems(if are provided with motorized dampers. any)comply with the control requirements of o Exception:Gravity dampers are used §6.4.3.1.1 and§6.4.3.2. since the building is less than 3 stories o Independent heating and cooling thermostatic or in climate zones 1-3. controls(if any)are interlocked to prevent o Exception:No vents are required as crossover of set points(§6.4.3.2). these systems ventilate unconditioned zones. N p 0 ANSI/ASHRAE/IESNA Standard 90.1-2004 `�� . � . • � • • ' ' . • - Project Name: Eagan Bus Garage Expansion Contact Person:Bryan Schmidt Telephone: 612 465 7616 S stems Worksheet 6.4 System Tag MAU-7 MAU-8 MAU-9 MAU-10 MAU-11 MAU-12 Supply CFM 13200 3600 21000 7000 14400 3100 Suppiy ESP(in.w.c.) 1 1.5 1 1.5 1 1.5 Fan System MP 15 3 25 5 15 3 OA CFM(i.e.Outdoor Air CFM) 2640 720 4200 1400 2880 620 Automatic Shutdown(§6.4.3.2.1) C1 C1 C1 C1 C1 C1 Deadband(§6.4.3.1.2) N2 N2 N2 N2 N2 N2 Setback Controls(§6.4.3.2.2) C1 C1 C1 C1 C1 C1 Setup Controls(§6.4.3.2.2) N4 N4 N4 N4 N4 N4 Optimum Start(§6.4.3.1.3) N4 N3 N4 N3 N4 N3 Zone Isoiation(§6.4.3.1.4) N3 N3 N3 N3 N3 N3 Shutoff Dampers(§6.4.3.3.3) C1 C1 C1 C1 C1 C1 Heat Pump Aux Heat(§6.4.3.4) N1 N1 N1 N1 N1 N1 Mumidifier Preheat(§6.4.3.5) N1 N1 N1 N1 N1 N1 Humidification/Dehumidification Deadband(§6.4.3.6) N1 N1 N1 N1 N1 N1 Ventilation Control(§6.4.3.8) N/A N/A N/A N/A N/A N/A DucUPlenum Insulation(§6.4.4.2.1) N1 N1 N1 N1 N1 N1 Duct Sealing Levels(§6.4.4.2.1)Supply/Return g g g g g g Duct Leakage Test(§6.4.42.2) N N N N N N In the table above,enter the appropriate codes Setup Controls Heat Pump Aux Heat from this list: . C1 Setup provided(up to 90F) • C1 Comptying controls provided Shutdown • N1 N/A continuous operation • N1 N/A system is not a heat pump • C1 Complying nonresidentia/time switch ' N2 N/A S15 kbtu/h or Q/4 hp • N2 N/A auxiliary is not electric or is not with override • N3 N/A 1%Sum DB<=100F provided • C2 Comp/ying residential time switch with • N4 N/A no cooling • N3 N/A heat pump covered by NAECA ', override Optimum Start Humidifier Preheat ' • N1 N/A continuous operation . C1 Optimum start provided • Cl Complying controls provided �� • N2 N/A si5 kbtu/h or Q/4 hp . N1 N/A continuous operation • N1 N/A no humid�er I • N3 N/A hotel/motel guestroom . N2 N/,4 Si5 kbtu/h or Q/4 hp • N3 N/A su l <-10,000 cfm HumidificatioNDehumidification Dead Band Dead Band pp y . Cl Complying controls provided • C1 Dual setpoint control Shutoff Dampers • N1 N/A no humidification and/or • C2 Manual change over control . C1 Motorized shutoff dampers on OA and dehumidification • N1 N/A special occupancy(requires Exh DucbPlenum insulation approval) . C2 Gravity shutoff dampers on OA and Exh C1 Complying insulation provided • N2 N/A heating orcooling only . N1 N/A continuous operation • N1 N/A all ducts located in conditioned Setback Controls • N2 N/A_<15 kbtu/h or s3/4 hp � space • C1 Setback provided(down to 55F) • N3 N/A OA/EA<=300 cfm N1 N/A continuous o eration Duct Sealing ' P Zone Isolation . Enter highest sea/level(A,8 or C)for • N2 N/A S15 kbtu/h or Gi/4 hp . C1 Isolation zones provided supply and retum • N3 N/A 99.6%Win DB>40F . N1 N/A continuous operation • N4 N/A radiant heating . N2 N/A S15 kbtu/h or G3/4 hp Duct Leakage Test • N5 N/A no heating . N3 N/A all zones on same schedule • Y Ducts will be tested for leakage • N4 N/A OA/EA<=5,000 cfm • N Ducts will not be tested for leakage h�'p ANSI/ASHRAE/IESNA Standard 90.1-2004 ` � � � � • � ' . • - P�ojeCt Name: Eagan Bus Garage Expansion Contact Person: Bryan Schmidt Telephone: 612 465 7616 Prescriptive Checklist heat addition and loop heat rejection(if any) Prescriptive Economizers(§6.5.1) Specify economizer exemptions: comply with the requirements of§6.5.2.2.3. nb cow:re sys�ems o Systems employ airside economizers o System pumps greater than 10 hp employ (§6.5.1.1). variable flow controls(§6.5.4.1),pump ❑ Economizer provides up to 100%design isolation(§6.5.4.2)and temperature reset airtlow in outdoor air(§6.5.1.1.1). Prescriptive Air-System Requirements (§6.5.4.3). ❑ Economizer is integrated with the mechanicai � Simultaneous Heating and Cooling Prescriptive Special System Requirements cooling system(§6.5.1.1.2 and§6.5.1.3). (§6.52.3). O All heat rejection equipment with motors>_7.5 ❑ Economizer high limit shutoff complies with � Zone minimums were set to meet the hp employ controls that comply with§6.5.5. §6.5.1.1.3. requirements of Standard 62. o Exhaust Air Energy Recovery:all fan systems ❑ Economizer dampers meet or exceed m Zone minimums were set to<_0.4 cfm/ft2 of that have both a design supply capaciiy of? leakage requirements(§6.5.1.1.4). zone conditioned floor area. 5,000 cfm and a minimum outdoor air supply o ❑ Zone minimums are less than 300 cfm. of>_70%of the design supply air employ an ❑ System provides relief for up to 100/o design energy recovery system that complies with airflow in outdoor air(§6.5.1.1.5). ❑ Other(requires special documentation and §6.5.6.1. ❑ Economizer complies with the heating system approvai). ❑ Heat recovery for service water heating is impact requirements(§6.5.1.4). ❑ Humidity controls(if any)comply with the provided for facilities that operate o Systems employ waterside economizers. requirements of§6.5.2.3. continuously,have a total water-cooled heat rejection capacity exceeding 6,000,000 btu/h, ❑ Economizer can provide 100%of the load at O Systems that employ hydronic cooling and and have a design service water heating load either the outdoor conditions of 50°F db/45°F have humidification(if any)use a waterside exceeding 1,000,000 btu/h.The heat wb or 45°F db/40°F wb where required for economizer that complies with§6.5.1. recovery system(if any)complies with dehumidification purposes(§6.5.1.2.1). ❑ Variable air volume fan controls comply with §6.5.6.2. ❑ Precooting coils and heat exchangers have the requirements of§6.5.3.2. O Kitchen hoods with exhaust flows>5000 cfm either a_<15 ft of WC pressure drop or are p�gcriptive Water-System Requirements compiy with the requirements of§6.5.7.1. bypassed when economizer is not in use(§ o Fume hoods with a total exhaust system flow 6.5.1.2.2). o Three-pipe systems are not used(§ >15,000 cfm comply with the requirements of ❑ Economizer is integrated with the mechanical 6.5.2.2.1). §6.5.7.2. cooling system(§6.5.1.3). o Two-pipe changeover heating/cooling ❑ Radiant heaters compiying with§6.5.8.1 are 0 Economizer complies with the heating system systems(if any)comply with the used to heat unenclosed spaces(if any). impact requirements(§6.5.1.4). requirements of§6.5.2.2.2. o Hydronic(ground-or water-loop)heat pump � The cooling equipment with hot-gas bypass �d Systems are exempt from the economizer systems that have equipment for both loop controls(if any)meets the unloading requirements. requirements of§6.5.9. 0 ANSI/ASHRAE/IESNA Standard 90.1-2004 `�� . . . . . - Project rvame: Eagan Bus Garage Expansion Contact Person: Bryan Schmidt Te�ephone: 612 465 7616 Complete one worksheet for each fan system >5hp Prescri tive Fan Power Limitations 6.5.3.1 Supply Fan Retum Fan Exhaust Fan Series-Style Fan-Powered Total System Box Motor(hp) Tag Supply CFM Motor(hp) Tag Motor(hp) Tag Motor(hp) Tag Motor(hp) MAU-7 13200 15 15 �3zoo <—Total Supply CFM Total System Motor HP—� 15 Tabte 6. . . e �•2 hp/cfm Total Suppiy CFM X 13200 cfm Constant + 1,000 HP Allowance = 15 hp(=Value X CFM/1000) 2 15 Credits and/or adjustments'� Adjusted HP Allowance* hp(see§6.5.3.1) 2 , *Attach calculations and documentation if credits or temperature adjustments are used.Refer to§6.5.3.1 for the formulas j Credit5 and adjustments are available for the following: ' • Clean filter pressure drops in excess of 1 in.w.c.; I • Pressure drop due to heat recovery coils or devices or evaporative cooling equipment or devices; I • Relief fans that operate during peak cooling due to high ventilation rates;and • Room to cooling air supp/y temperature differences that are greater than 20°F(e.g.low temperature supply). H 4 0 ANSI/ASHRAE/IESNA Standard 90.1-2004 `�� • � • ' . • - Project Name: Contact Person: Telephone: Complete one worksheet for each fan system >5hp Prescri tive Fan Power Limitations 6.5.3.1 Supply Fan Return Fan F�chaust Fan Series-Styie Fan-Powered Total System Box Motor(hp) Tag Supply CFM Motor(hp) Tag Motor(hp) Tag Motor(hp) Tag Motor(hp) �Total Supply CFM Total System Motor HP� Tabie 6. . . � hp/cfm Total Suppfy CFM X cfm Constant + 1,000 HP Allowance = hp(=Value X CFM/1000) 2 Credits and/or adjustments'� Adjusted HP Allowance" hp(see§6.5.3.1) 2 *Attach calculations and documentation if credits or temperature adjustments are used.Refer to§6.5.3.1 for the formulas Credits and adjustments are available for the following: • C/ean filterpressure drops in excess of 1 in.w.c.; • Pressure drop due to heat recovery coils or devices or evaporative cooling equipment or devices; • Relief fans that operate during peak cooling due to high ventilation rates;and • Room to cooling air supp/y temperature differences that are greater than 20°F(e.g.low temperature supply). ��4 ANSI/ASHRAE/IESNA Standard 90.1-2004 ` � � � � � � ' � ' . • - Project Name: Contact Person: Telephone: Complete one worksheet for each fan system>5hp Prescri tive Fan Power Limitations 6.5.3.1 Supply Fan Return Fan Exhaust Fan Series-Style Fan-Powered Total System Box Motor(hp) Tag Supply CFM Motor(hp) Tag Motor(hp) Tag Motor(hp) Tag Motor(hp) <--Total Supply CFM Total System Motor HP� Table 6. . . 1lal� hp/cfm Totai Supply CFM ♦ X cfm Constant + 1,000 HP Allowance = hp(=Vafue X CFM/1000) 2 Credits and/or adjustments'� Adjusted HP Allowance' hp(see§6.5.3.1) 2 "Attach calculations and documentation if credits or temperature adjustments are used.Refer to§6.5.3.1 for the formulas Credits and adjustments are available for the following: • Clean filter pressure drops in excess of 1 in.w.c.; • Pressure drop due to heat recovery coils or devices or evaporative cooling equipment or devices; • Relief fans that operate during peak cooling due to high ventilation rates;and • Room to cooling air supply temperature differences that are greater than 20°F(e.g.low temperature supply). il H ANSI/ASHRAE/IESNA Standard 90.1-2004 `�� • • • � . ' 1 • . • ' . • - Project Name: EAGAN BUS GARAGE- EXPANSION AND REMODEL Project Address: EAGAN, MN Date: 04/22/13 Designer ot Record: JAY ROHKOHL Te�ephone:612.465.7550 Contact Person:CHRIS CAMPFIELD Telephone:612.465.7683 City: MINNEAPOLIS, MN Mandatory Provisions Checklist X Automatic lighting shutoff controls are provided m Each space enclosed by ceiling-height � Two-lamp tandem-wired ballasts. based on either a scheduling device or an partitions has an independent,accessible occupant sensor. control that operates general lighting in the � Display lighting has a separate control. ❑ Exception: Space is intended for 24- space. � Case lighting has a separate control. hour operation. ❑ Exception: The control is located in a ❑ Exception: Space is smaller than 5,000 remote location for safety or security � Hotel/motel guest rooms have a master ft2. reasons. switch at the main entry. ❑ Exception: Space for patient care. 0 For spaces less than or equal to 10,000 ft2,a � Task lighting has a separate control. separate space control is provided for each � Nonvisual lighting has a separate control. 2,500 ft2 of area. ❑ Exception: Space where automatic m For spaces more than 10,000 ftz,a separate � Dontrol stration lighting has a separate lighting shutoff would endanger safety or space control is provided for each 10,000 ft2 security. of area. m Exit signs do not exceed 5 W per face. m Either a photosensor or an astronomical time m Exterior building grounds luminaires greater switch controls exterior lighting applications. than 100 W have lamps with minimum ❑ Exception: Lights must remain on for efficacy of 60 lumens/W. safety,security or eye adaptation ❑ Exception: Luminaire is activated with a reasons. motion sensor. Interior Li htin Power Allowance Buildin Area Method Building Lighting Power Density Building Area Lighting Power Allowance TYPe (W�ft2) (ft2) �M WORKSHOP 65,888W 54,396 74,956W Total 74,956W Interior Li htin Power Allowance S ace-b -S ace Method Building Common/Specific Lighting Power Density Space Area Lighting Power Allowance Type Space Type (W/ft2) (ft') (W) I I Total h�'p 0 ANSI/ASHRAE/IESNA Standard 90.1-2004 ` � � • • • � . ' � • . • ' . • - Project Name: EAGAN BUS GARAGE- EXPANSION AND REMODEL Contact Person: CHRIS CAMPFIELD Telephone: 612.465.7683 Interior Connected Li htin Power Type ID Luminaire Description �c Number of Watts/ Total (including number of lamps per fixture,watts per lamp,type of m Luminaires Luminaire Watts ballast,type of fixture) � a� c m d � a�'i > � , a`� � c � � :7 O A 4-F54/TSHO 3500K,2 ELECTRONIC BALLASTS,4'FLUORESCENT � 0 0 111 234W 23,378W A2 2-F54IT5H0 3500K,ELECTRONIC BALLAST,4'FLUORESCENT Q� Q Q 66 117W 7,722W A3 3F54lTSH03500K,(1)2-LAMPELECTRONICBALLAST81(i)LAMPELECTRONICBALLAST,4'FLUORESCENT � O O �42 �]JW Z�J,418W C 3-F32T8 3500K,ELECTRONIC BALLAST,2X4 LENSED FLUORESCENT Q} O O 6 63W 378W F1 3-F32T8 3500K,ELECTRONIC BALLAST,4'FLUORESCENT � Q Q 74 85W 6,290W K 2-F32T8 3500K,ELECTRONIC BALLAST,4'INDUSTRIAL FLUORESCENT . Q} O � O 2� 58W 1,218W R 2-F32T8 3500K,(2)1 LAMP ELECTRONIC BALLASTS,4'FLUORESCENT � �. Q Q 3 5SW 174W S 50W MH,CUT-OFF WALLPACK W/QUARTZ RESTRIKE O O O 11 62W 682W T 1-F32T8 3500K,ELECTRONIC BALLAST,UNDER COUNTER LIGHT �. Q} � O O 4 32W 128W Q 132TRT HORIZONTAL 3500K,MULTI-WATT BALLAST,FLUORESCENT DOWNLIGHT Q) Q Q t 36W 36W Total 65,424W Additional Interior Li htin Power Allowance Type Space ID Space Name Area(ftZ) Unit Allowance Allowance Luminaire Installed (W/ft2) (V� ID's Power(VV) � i- 0 > O O O O O �', O O O � y�p ANSI/ASHRAE/IESNA Standard 90.1-2004 ` � �� • • � • . 1 • . • - . • - Project Name: EAGAN BUS GARAGE- EXPANSION AND REMODEL contact Person: CHRIS CAMPFIELD Te�ephone: 612.465.7683 Additional Interior Connected Li htin Power Type ID Luminaire Description �e Number of Watts/ Total (including number of lamps per fixture,watts per lamp,type ' � Luminaires Luminaire Watts of ballast,type of fixture) � a� � m � > 7 C L LL J O v 2-F32T8 3500K,(2)ELECTRONIC BALLAST,2X4 PARABOLIC � 0 Q 8 58W 464W 0 0 0 0 0 � 0 0 0 0 0 � 0 0 0 0 0 0 0 0 0 Q Q 0 Total 4saw I M y��P ANSI/ASHRAE/IESNA Standard 90.1-2004 ` G � • • • • . ' � • . • ' . • - � Exterior Buildin Li htin Power Allowance Tradable Li htin A lications Application Allowance Area or Length(ftz or ft) Tradable Power Allowance OTHER ENTRY/EXIT 20W/LINEAR FT. 192ft 3840W Tradable Power Allowance 3840W Exterior Buildin Li htin Power Allowance Non-Tradable Li htin A lications ID Application Allowance per Unit Area or Length or Quantity Non- Tradable Power Allowance BUILDING FACADES 5W/LINEAR FT. 189' 945W Non-Tradable Power Allowance 945W Additional Unrestricted Exterior Li htin Power Allowance Tradable Non-Tradable Power Additional Unrestricted Power Allowance(Watts) Allowance(Watts) Lighting Power Allowance(Watts) ( ssaow + sa5w ) X 0.05 = zss.zsw Exterior Connected Li htin Power Tradable A lications ID Luminaire Description(including number of lamps per fixture,watts per lamp,type of Number of Watts/ Total ballast,type of fixture) Luminaires Luminaire Watts FF 2-100W MH PULSE START LAMPS,WALL MOUNT ROUND LUMINAIRE 8 200W 1600W S 50W MH,CUT-OFF WALLPACK W/QUARTZ RESTRIKE 2 62W 124W Total ��zaw Exterior Connected Li htin Power Non-Tradable A lications ID Non-Tradable Application Luminaire Description(including number of lamps per Number of Watts/ Total fixture,watts per lamp,type of ballast,type of fixture) Luminaires Luminaire Watts FF BUILDING FACADES 2-100W MH PULSE START LAMPS,WALL MOUNT ROUND LUMINAIRE 4 200W 800W Exterior Li htin Compliance Test I Tradable Power Additional Unrestricted Lighting Tradable ii Allowance(Watts) Allowance to be Applied(Watts) Connected Lighting Power(Watts) 3840W + 23925W > 1724W Non-Tradable Non-Tradable Power Non-Tradable Application Allowance(Watts) Connected Lighting Power (Watts) BUILDING FACADES g45W + 23925W > 800W + ? + > Total Additional Allowance Additional Unrestricted Lighting Applied(sum of above)(Watts) Power Allowance(Watts) 239.25W < 23925W ANSI/ASHRAE/IESNA Standard 90.1-2004 __�� There is no water heater for this project. It is existing to remain. . . • • • . � • . • Pro�ect rvame: Eagan Bus Garage Expansion Project Address: Blackhawk Road & Hwy 13 �ate: 4/23/2013 Designer of Record: Bryan SChmidt Telephone:612 465 7616 Contact Person: Bryan SChmidt Telephone: 612 465 7616 c�ty: Eagan Mandatory Provisions Checklist ❑ Load calculations have been provided for ❑ Tanks with remote heaters have circulation ❑ Public lavatories have outlet temperature sizing of systems and equipment(§7.4.1). pump controls(§7.4.4.4). controls that limit the discharge temperature to 110°F(§7.4.4.3). ❑ Equipment efficiencies meet or exceed the ❑ All water-heating systems have temperature requirements of Table 7.8(§7.4.2). controls that are adjustable down to 120°F or ❑ Pool heaters have readily accessible controls lower(§7.4.4.1). and gas-fired heaters do not have standing ❑ Circulating systems are fully insulated(per pilot lights(§7.4.5.1). Table 6.8.3)and have automatic pump ❑ Systems designed with pipe heating systems controls(§7.4.3 and§7.4.4.2). such as heat trace have temperature or time ❑ Heated swimming pools have vapor retardant ❑ Non-circulating systems have insulated heat controls(§7.4.4.2). covers(§7.4.5.2). traps and outlet piping insulated(per Table ❑ Pool heaters and circulation pumps have time 6.8.3)for 8 ft from the storage tank(§7.4.6). switches(§7.4.5.3). E ui ment Efficienc Worksheet 7.4.1 System Tag Equipment Sub-Category Input Rating Volume(gal) Energy Factor or Et Standby Loss Type(From or Rating (Btu/h or kV� Table 7.8) Condition (From Table 7.8) Rated ?Required Rated >_Required > > > > > > > > Combination S ace and Water Heatin Worksheet 7.5.1 System Tag Standby Loss Method or Energy Use Exception(attach or Size Exception calculations Equipment >_ Requirement Equipment ? Requirement Equipment ? Requirement ? >_ >_ 150,000 Btu/h >_ >_ ? 150,000 Btu/h ? ? >_ 150,000 Btu/h ? >_ >_ 150,000 Btulh N I 0 h�'A ANSI/ASHRAE/IESNA Standard 90.1-2004 � E � �1 S�ecia� S�x•uct��ra� 'Testiz�g a��t� �x�spectian P�•ogx-a��x Sl�mm�r•p ScE�ecl�rle Project;Iame �v � J'[, ��(Nr r �P/t/ pl'0)8Ct N0. __�_�_„�, Lacation ��(G. p N �� lye�mit�o. ,�,��{f) T�G��z�� .,_�,. � xype of Speci�e Report � Assigi3ed Section Artiele Descri tion 3) Cnspector �) �re uency(S) �irm(6} ' D Conc r e r cc�e S'.�'-�� rr� ;c .�,...�,,.,�."T�A - 03 -3f�007 �"...��lei�-�4.h ro ,�.,.. �pn�"!n✓a.'�..,�`.»..... -.�`� 3-° pt7c� • n �' ��'°5 ct�rrh nu s �,'�'�"'At � ��-,;�UD 'We � r- C�nr�e�"t'►° , es° ' �� 0�,.:,_,:�CX'Jt� ,� �� n+j r� .�' .�2.r G .�� •3 ..�.�"Z�.. a�� '�- _.....w... � '� � �,� �n �` � � !.c �. ��.�. c�,n e.� ,'7` �-S�� rio r� � +��'~��O Q a r. �.nr x-ia . iv �..�....._�...,..�,. (�7�t� � �<"�a� ; er,�C d7� �7 Nate: Tt�is scheduIe sE��il be fflletl atit.�ud l��ciuded In a Speclal Structural 1'es[inb n��d Isispectfon Progrnr�.. (If not otltarwsse specifiect,assut�yed pra�ra�n will bP"{3uidelines for Spacial Inspectior�&Testing"ns contaia�ed in Fhe 5tate t�uilcli��g Code ancl as nx,Qi�ed by the stnte ado,�ted TC3C,) *A.camplcte specification-ready progra�n can Ue downloaded directly Uy visitiz��CAS�I1vIN at www.cecm.org* (1) �'entut No,to be prnvidect�iy tlte 13ui2dii3g O�'�cial (2) Stefcre�zcecl to rhe specific technical scope sectian in tlie progranz, (3) Use descriptinns per I�3C Chapter 17,as adopted by Minatesota State 13u'rtding Code. (4) Speoial Inspector-TeciznicA!(SCx); Special Tnspectar-�Structural(SIS) (S} VVicekty,montlily,per tesUinspectian,per floor,etc. (6) N�me of�'irm contrACted to perf'arn�serrrices. ACTCNpW LEDG�M��TS •aci�app�opriate re�resentative shal!si�i�belowj . . : � r -f-� � :, q�vner;�__�-___ - v �ate:.,....�.,,��_ X`�l�n'1: ✓��t ,.% .r _.....__....__.. . ._�._..__.._._._.._.._.,.._...._....... C�nnactot° . __ Firm:,�,DY"-C�'�1� �,)afe: � l�rctsicecr _____,�-V-�---�i�=�.��,.�._.,� E"i"GC✓'�"� Date:�° �� . � ��.�t•_ _„_, Firm•��,�__-�__�j...r�-�-1 `�" t��. Date•,_„�''/�'�� .. ST-S: Firn,: C22A-(oN 3 � .�... .�.�.�--�._ Date:,�-/ � '1['A; _ _..�..___...,.�..__.. Firax7:m�'Yl.2e+-c o r-� �?ate:�'`l3 "�-3 �'' ,�irm: Date: rFrequested by en�iueee•/arei�lrect olrccord or building of�cial,die individtial c��mes of oIl prnspecEive s��ecial insp�.ctors �~� ancl tlie�vork ai�ey intend to obscrve shall be[dentified as an attaclunent. T..es�end; S��=Stn�ctural�ngineer of Ctecord SC-T-Speciat Inspaetor-'I'echnieaE TA=Testing As�Cney ST-S R Special Tns�ector-Stn�ctural �'=k�abricaror Acceptecl foi•tlie F�uildiu�De�ArEment By _____�,...,,_ __ �...� .T.�. ba�e_ L3CSD-�'R019 4I03 �lt 0� �� Il �e�i0 � � TO: Scott Peterson, Building Inspections #23 Jon Hohenstein, Community Development Mike Ridley, Pianning Darrin Bramwell, Fire Marshal Russ Matthys, Engineering John Gorder, Engineering Leon Weiland, Engineering Jon Eaton, Utilities Eric Macbeth, Maintenance Gregg Hove, Maintenance Lt. Mike Fineran, Police FROM: Mike Lence, Senior Building Inspector DATE: April 5, 2013 RE: Plan Review For: MVTA Bus Garage Addition 3600 Blackhawk Rd Lot 1, Block 1 Minnesota Valley Transit Authority 3rd Addition 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: ►ndicate below any fees that are to be collected with the building permit. Amount ❑ Yes ❑ No Landscape Security Required Zoning: ❑ Yes ❑ No Water Quality Dedication Meter Size: ❑ Yes ❑ No Park Dedication ❑ Yes ❑ No Trail Dedication ❑ Yes ❑ No Tree Dedication ❑ Yes ❑ No PRV Required Signature Date G:\Building Inspections\FORMS\Commercial Bldgs Final & Plan Review Letters AlLesnau From: Mark DiPietra <markd.engineer@palanisami.com> Sent Thursday,June 27,2013 3:07 PM To: AI Lesnau Cc: lason Preusser; chris@steenbergwatrud.com Subjec� RE: Eagan Bus Expansion Wet-seiting the wa!!dowsis into the footing is perte#ly acceptable. Mark DiPietro, P.E. Palanisami 8�Associates, Inc. 5661 International Pkwy. Minneapolis, MN 55428 markd.enqineer(cDpalanisami.com (763)504-5279 From: AI Lesnau [maiita:alesnau�a morcon.cam] o- �� p F yY.rv��~W~ ,4 M �Y* w��y ,m��ry� ~�� %��s��K Ay M1�� Sent:Thursday, June 27, 2013 11:27 AM To: Mark DiPietro (markd.en icLneer{a�palanisami.com} Cc:Jason Preusser; chris(a�steenbergwatrud.cam Subject: Eagan Bus Expansion Good morning Mark, I spoke to you this morning after our masanry pre install meeting in reference to a letter our city Building Inspector asked far stating that it was ok our concrete contractor to install the wall dowels in the wet concrete after the concrete is placed. I am just in need of something to keep on file. Thank you Al AI Lesnau�Morcon Construction Co.,lnc.�S�aperin�endent� C�612.270.�Q03� ALesnau(a7morcon.com�morcon.com � � f __ _. _ _ . _ _ Use BLUE or BLACK Ink ---------i � For Office Use I I � C�t of �a �� Permit#: � � � � � � Permit Fee: I 3830 Pilot Knob Road � I Eagan M N 55122 � Date Received: `� � Phone: (651) 675-5675 _ j C. i Fax: (651)675-5694 J � Staff: � � I ��J 2013 COMMERCIAL BUILDING PERMIT APPLICATION Date: �l3��3 Site Address: J�� -�{�LJIt �L� Tenant Name: I�� Y�LI.�I( �f��!'(� ni"/�tt��(� (Tenant is: New/�Existing) Suite#: Former Tenant: � � � �� R ��:r�� ` � "�� /�/� /�.,,,.,,� �i � �� Name: �'`� �� '�S�` '"„��-cTY Phone: /��~�S82—75.3$— �o- ,��,��/� .W @I' .: ; °¢ Address/City/Zip: �� t�w�( /3 �� • �• . �* � Applicant is: Owner �Contractor ��;a� m'. ��v��Typ�of�``Qrk'�-�.: Description of work: P�DDlri o P( � �sn�!< L-,a,�,E- F�tD ��rr�coa_ �e�wp . ��-� �� 2�-,,� ,r� � �°� ��;,:,��,� � � Construction Cost: � J�' �� ' I�bp2(,ol� C�J�j�Ti¢.ul�ti( License#: "'' x �z .�� ' � �,�� a „ �� ,� � Name: � �,��. �� 7 ��:. ,��;��.�� '�� Address: ��IcS C�oc.flex( YfizCts�( �U c�ty: ��-9Ei� �� #�� -��y .�� State: !�� Zip: ��2L Phone: ��3'2�'SS�� }� �� _� � �� : � s�� g �� ,�� w,,�. � Contact: �� V��— Email: f`GilS�SP�r�lY102Gol�(.Bv/h , � ° �} �� .� Q � ��DD 2.-� _' �� Name: �W�i� Registration#: � � �� '� �� `��o Sr -��- �r: S-+�r€��y S - � � �. �� ,,��. � ` . Address: � .. it : � � A�rch�� cf1E��yi ee � � � � ; � State: ►�Zip: ��LOZ-- Phone: COs�-290 � �� $ �: �: �� .�� x ��,„ �`�� -�� Contact Person:��3�+M11�a1� FarY��Rv�'�( Email: W��:Cfl Licensed plumber installing new sewer/water service: Phone#: .:�NOTE:Plans��ndsupp `�g�do�u Enl's��►i �r" m ��re,c4 �1de�; d �b��ub�ic�nformat�o�� Pq�rtcons of :; `;�the�nformafronmaybe�c%s e,,;�s�n�o�pu t' ��rOVidespec�fr��ea�onsthatwouldper��t�ie��rfyto a, >> �� _ k" e` , .� : .: �..,.�.�. .. .__,_ ��. �f� �. � �conclud��a._..� .�r,etrade.secrefs �� >..., _ .�. .�_., ' .._ CALL BEFORE YOU DIG. CaII 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. vwuw.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 appli permit, and work is not to start without a permit;that the work will be in accordance with the approved plan in the case o ork which re uires a review and approval of plans. x ��Ta'vi`1 ICt��— x Applicant's Printed Name Applic s Signature Page 1 of 3 DO NOT WRITE BELOW THIS LINE SUB TYPES Foundation Public Facility Exterior Alteration-Apartments �Commercial/Industrial _ Accessory Building _ Exterior Alteration-Commercial _ Apartments _ Greenhouse/Tent _ Exterior Alteration-Public Facility Miscellaneous Antennae WORK TYPES New _ Interior Improvement Siding Demolish Building* �Addition _ Exterior Improvement _ Reroof _ Demolish Interior _ Alteration _ Repair _ Windows _ Demolish Foundation _ Replace _ Water Damage _ Fire Repair _ Retaining Wall _ Salon Owner Change *Demolition of entire building-give PCA handout to appiicant DESCRIPTION f� a� Valuation {p�� Occupancy , MCES System � Plan Review � NT Code Edition �Q� t'r'l�j�� SAC Units �'S~ l�-'e..r (25%_100%✓ ) Zoning � CityWater ��f Census Code Stories = Booster Pump � #of Units — Square Feet PRV � #of Buildings �� Length Fire Sprinklers �_ Type of Construction Width REQUIRED INSPECTIONS Footings(New Building) Sheetrock Footings(Deck) Final/C.O.Required � Footings(Addition) � Final/No CA.Required �Foundation Other: Drain Tile Pool:_Footings _Air/Gas Tests _Final Roof: Decking _Insulation Ice&Water Final Siding:_Stucco Lath _Stone Lath _Brick � Framing Windows Fireplace:_Rough In Air Test Final Retaining Wall � Insulation Erosion Control Meter Size: Final C/O Inspection: Schedule Fire Marshal to be present: N Yes No Reviewed By: �1� �.Piy�.c�e„fguilding Inspector Reviewed By: . Planning COMMERCIAL FEES Base Fee �7 IS�lo�7$"" Water Quality Surcharge 1��(o$;DO Water Supply 8�Storage(WAC) Plan Review �'1 (p5��, � Storm Sewer Trunk MCES SAC $5 w��ts eZ 0(� 7'$"�00 Sewer Trunk City SAC 5-OOAC) Water Trunk _ _ __ _ S&W Permit&Surcharge Street Lateral Treatment Plant Q ,S.Ov Street Treatment Plant(Irrigation) � Water Lateral Park Dedication Other: Trail Dedication Water Quality TOTA� 3a�, 9 33, �O�' Page 2 of 3 �i;' 7n�� ., Dale Schoeppner May 21, 2013 Chief Building Official City of Eagan 3830 Pilot Knob Road Eagan, MN 55122-1810 Dear Mr. Schoeppner. The Metropolitan Council Environmental Services (MCES) Division has determined the SAC to be charged for the wastewater capacity demand for Minnesota Valley Transit Authority to be located at 3600 Black Hawk Road within the City of Eagan. The City will be charged 85 SAC Units for this project, as determined below. SAC Units Charges: Office 331 sq. ft. @ 2400 sq.ft./SAC 0.14 Parking Garage 109.33 fixture units @ 17 fixture units/SAC 6.43 Vehicle Drivers 150 ea. @ 28 driver/SAC 5.36 Service Bays 10 ea. @ 14 bays/SAC 0.71 Bus Wash (rollover) 1 bay x 120 gallons @ 274 gals/SAC x 100 buses 43.80 Chasis wash 1 bay x 92 gallons @ 274 gals/SAC x 100 buses 33.58 Total Charge: 90.02 Credits: Bus garage(SAC paid 9/04) � Net Charge: 84.88 or 85 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 651-602-1118 or email karon.cappaert@metc.state.mn.us. Sincerely, -��C�'��- Karon Cappaert SAC Program Technical Specialist Environmental Services Division KC:rf: 130521A1 Determination expiration: 05/21/2015 cc: J. Nye, MCES Jason Preusser, Morcon Construction (email) Amy Gri�n, Eagan (email) _-,-��_�---� •t -.: . � a� ` • ° .i !1� . • i 1 • • I• � • . • i��.� �� C3 U �I � t 1. Cit of �a an �e�o � � TO: Scott Peterson, Building Inspections # 23 Jon Hohenstein, Community Development Mike Ridley, Planning Darrin Bramwell, Fire Marshal Russ Matthys, Engineering John Gorder, Engineering Leon Weiland, Engineering Jon Eaton, Utilities Eric Macbeth, Maintenance Gregg Hove, Maintenance Lt. Mike Fineran, Police FROM: Mike Lence, Senior Building Inspector DATE: April 5, 2013 RE: Plan Review For: MVTA Bus Garage Addition 3600 Blackhawk Rd Lot 1, Block 1 , Minnesota Valley Transit Authority 3�d Addition The plans are in our plan review section for your review and comment. Please return this form to my attention with your signed comments within 7 days. Please indicate any concerns you have with these plans and resolve these issues with the affected parties. If you are requesting that issuance of the building permit be held, please submit the proper"hold request"form to me. Comments: �� Indicate below any fees that are to be collected with the building permit. Amount ❑ Yes ❑ No Landscape Security Required Zoning: ❑ Yes ❑ No Water Quality Dedication Meter Size: ❑ Yes ❑ No Park Dedication ❑ Yes ❑ No Trail Dedication ❑ Yes � No Tree Dedication ❑ Yes ❑ N RV Required r Signat Date G:16uilding Inspections\FORMS\Commercial Bldgs Final & Plan Review Letters `�.. � �- .'� Clt of �a a� �e�o � � TO: Scott Peterson, Building Inspections # 23 Jon Hohenstein, Community Development Mike Ridley, Planning Darrin Bramwell, Fire Marshal Russ Matthys, Engineering John Gorder, Engineering Leon Weiland, Engineering Jon Eaton, Utilities Eric Macbeth, Maintenance Gregg Hove, Maintenance� Lt. Mike Fineran, Police FROM: Mike Lence, Senior Building Inspector DATE: April 5, 2013 RE: Plan Review For: MVTA Bus Garage Addition 3600 Blackhawk Rd Lot 1, Block 1 Minnesota Valley Transit Authority 3�d Addition !, �� 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 submi; #he 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 - � �. �TM�=J,� <c°u�t-{r'�C c:f Zoning: �- I ❑ Yes � No Water Quality Dedication Meter Size: ❑ Yes � No Park Dedication �:�C.��:��,�r�r� �,�-✓c�i ,,lt� /c,�.��a;��,�c�<�";c�c;/�i ❑ Yes I,� No Trail Dedication � ___ � ❑ Yes � No Tree Dedication „y��r.t1G��`��.y�, �-�-�� v,-�-,✓t�`, e:�� '�-�- �+ ❑ Yes°� No � Reqy��red , � � ; � � ; ( -p J � , �!` ��.�,�yi . ' ..�(�1'�� Ii��"C-1..4-�.�!`�--°""�-'_'"� ,.J�-�. C ,,_.__ �' t.� Signature Date G:\Building Inspections\FORMS�Commercial Bldgs Final & Plan Review Letters Pam Dudziak From: Pam Dudziak Sent: Tuesday, June 18, 2013 3:59 PM To: 'Meehan, Michael; 'Tom Bright' Cc: Mike Lence Subject: RE: MVTA 3rd Addn - Bus Garage Mike M., I'll accept this for lighting, I don't think we want taller or brighter fixtures out there. so we asked the question and you've looked at it, and there is some industry support for a 0.2 fc min. Other than that, I am waiting on a revised Landscape Plan (adding the irrigation note back in), and for the City Forester to review the planting plan for the transit station. With the e-mail I received on the irrigation, and the planting plan showing a sufficient number of trees to meet mitigation requirements, I can okay release of the building permit, and have copied the Building Inspector on this message. Tom, I would like to take this opportunity to remind MVTA of the conditions in the development agreement related to tree plantings: • The applicant shall fulfill required tree mitigation through the installation of one- hundred twenty-four (124) Category B trees (or an equivalent number of Category A, B, or C trees) as fulfillment of Tree Preservation requirements. This is fulfiLLed with 145 Cat. e equivaLent trees between the two Locations. • The applicant shall provide a financial guarantee for landscaping and tree mitigation at the time of final subdivision. This is included in the Letter of credit. • The applicant shall provide the City Forester a planting plan with specifications for soil amendments and site preparation measures to improve growing conditions and increase long-term survival of the proposed mitigation trees. PLease prepare and provide to the City Forester as soon as possibLe. The submittaL did not include these detaiLs. • The applicant shall confirm the conditions of both the development site (bus garage site) and the off-site mitigation area (Cedar Grove Transit Station) and address deficiencies in the existing landscaping before installing any new trees (i.e. identify and replace any unhealthy, damaged or dead trees previously installed with initial development). eoth sites contain existing Landscaping, to be evaLuated and repLaced or treated if dead, damaged or diseased. • Prior to installation of the new trees, the applicant shall contact the City Forester for a field review of the mitigation site at the time of installation to review and verify that planting specifications are being followed. PLease contact the Forester for this fieLd review prior to install.ation. Thank you and let me know if you have any questions. Pam Dudziak Pamela Dudziak � Planner � City of Eagan City Hall � 3830 Pilot Knob Rd. � Eagan, MN 55122 � 651-675-5691 � 651-675-5694 (Fax) � pdudziak(lcityofeagan,com THIS COMMUNICATION MAY CONTAIN CONFIDENTIAL AND/OR OTHERWISE PROPRIETARY MATERIAL and is thus for use only by the intended recipient. If you received this in error, please contact the sender and delete the e-mail and its attachments from all computers. 1 -----Original Message----- From: Meehan, Michael [mailto:mmeehan@bwbr.com] Sent: Tuesday, June 18, 2013 10:53 AM To: Pam Dudziak Subject: RE: Scanned image from EAColorCopyl Pam, I've collected some information regarding the parking lot lighting. The design currently has the highest wattage bulb available for the fixtures specified. No additional output is available using the current design. A sports lighting solution would provide more illumination, probably with higher poles and brighter fixtures. The electrical engineer used Illuminating Engineering Society of North America (IESNA) recommended lighting levels for design. For a "low activity" parking lot, 0.2 fc is the minimum acceptable lighting level. Our design falls within that recommendation. Met Council Environmental Services demanded that lights be moved farther away from the landfill. This caused a reduction in lighting levels that is difficult to avoid, but within recommendations. Sports-field lighting would be expensive, and MVTA does not want to incur the added expense. Please confirm if the IESNA recommendations will be acceptable for this application. MVTA and the contractor are extremely anxious for the building permit. At this point, delays are incurring extra expense to MVTA. Please let us know when the permit will be available. Thank you, Mike Meehan Michael J. Meehan AIA, LEED AP BD+C P 651.290.1880 M 651.808.7381 bwbr.com -----Original Message----- From: Pam Dudziak [mailto:pdudziak@cityofeagan.com] Sent: Friday, June 14, 2013 2:24 PM To: Meehan, Michael Subject: FW: Scanned image from EAColorCopyl Mike, I have attached a copy of the photometric plan for the new parking lot. The highlighted areas show light levels of less than 0.5 fc. We generally consider 0.5 fc as the minimum light level for parking lots. These corner areas will be dark spots. Please make adjustments to the lighting to get better coverage and increase the illumination in these areas. Thank you. Pam Dudziak Pamela Dudziak � Planner � City of Eagan City Hall � 3830 Pilot Knob Rd. � Eagan, MN 55122 � 651-675-5691 � 651-675-5694 (Fax) � pdudziak@cityofeagan.com z THIS COMMUNICATION MAY CONTAIN CONFIDENTIAL AND/OR OTHERWISE PROPRIETARY MATERIAL and is thus for use only by the intended recipient. If you received this in error, please contact the sender and delete the e-mail and its attachments from all computers. -----Original Message----- From: noreply@cityofeagan.com [mailto:noreply@cityofeagan.com] On Behalf Of noreply@ Sent: Friday, 7une 14, 2013 2:19 PM To: Pam Dudziak Subject: Scanned image f rom EAColorCopyl Reply to: noreply@cityofeagan.com <noreply@cityofeagan.com> Device Name: EAColorCopyl Device Model: MX-5001N Location: Engineering/Community Development File Format: PDF (Medium) Resolution: 300dpi x 300dpi Attached file is scanned image in PDF format. Use Acrobat(R)Reader(R) or Adobe(R)Reader(R) of Adobe Systems Incorporated to view the document. Adobe(R)Reader(R) can be downloaded from the following URL: Adobe, the Adobe logo, Acrobat, the Adobe PDF logo, and Reader are registered trademarks or trademarks of Adobe Systems Incorporated in the United States and other countries. http://www.adobe.com/ 3 Pam Dudziak From: Mike Lence Sent: Tuesday, June 11, 2013 4:10 PM To: Pam Dudziak Subject: RE: MVTA Number 6,we have received an email from Mike R stating he's okay with the design of the screening. .._..... ......._ ....�....._...._...�_� _.__....._.........�.........�..... .,._.._. _ �...... _..�._......_._..... From: Pam Dudziak Sent: Tuesday, June 11, 2013 1:41 PM To: Mike Lence Subject: MVTA M ike, �I I reviewed the building permit and have a few items I am following up on,some with MVTA and some with other staff. Here's the short list. I am waiting to hear back from Gregg H and Mike R before I send this to MVTA and their architect. Let me know if you have any questions. � �- ��s �-'�.�- " r� � Green space of 22%vs.the approved 23%" �� '� ��''�S��r"��`��`�-��S��"�-�-� i" �� -Note re: irrigation removed from landscape plan-why? City Code requires irrigation of all landscaped areas. �,G�C.I�-�Tree Mitigation-Check that Gregg H has reviewed and found the off-site r�itigation plan acceptable � equest Photometric plan for parking lot --��.r-t,�`� ��r��`��,� �-�Ct-� C�G\.•'v<..r��.�'_� � , , �.I��equest copy of signed parking easement between Lots 1 and 2 (City Attorney okayed unsi�ned easement last year with subdivision) Uk.E�j"�Rooftop Mechanical-New rooftop mechanical units are to be set back 20'from building edge, are they? Parapet height varies-note separate screenin for mechanical equipment will need to be installed if parapet is n not effective. '`L <-�c+�`.'L.�."�:;�� ..�u,��) ,';�,;;, r.��.v��-�-�`�'.e.�, Pamela Dudziak � Planner � City of Eagan City Hall�3830 Pilot Knob Road�Eagan,MN 55122�651-675-5691 �651-675-5694(Fax}�pdudziakC�ilcitvofeaaan.com �� THIS COMMUNICATION MAY CdNTAIN CONFIDENTIAL ANDlOR OTHERWISE PRdPRIETARY MATERIAL and is thus for use only by ihe intended tecipient. If you received this in error,please contact the sender and delete the e-mail and its attachments irom a!1 computers. �7� �:� L11t.� ��c�.-.�. �.x.-1 `��..�a t-� 5`}v7. S�,-�..:� �`(��'S'� cyvt. ��<<% --� v'v�..�� .�t.,l , '��' l v f� �-�c-��-�,c��-��c�v�.� i Pam Dudziak From: Meehan, Michael [mmeehan@bwbr.com] Sent: Wednesday, June 12, 2013 3:06 PM To: Pam Dudziak; 'Tom Bright' Cc: Mike Lence; Houle, Greg; Jason Preusser Subject: RE: MVTA Bus Garage Attachments: Parking and Access Easement Agreement FINAL.pdf; 500 Roof top unit screening.pdf; Parking lot photmetric diagram SKMBT_C45213042612390.pdf Hi Pam, Thank you for the comments. Please note responses below. Let me know if there are additional questions. Also, I'm sure the team is interested in knowing approximately when the permit can be issued. Thank you, Mike Meehan Michael J. Meehan aia,LEED AP BD+C P 651.290.1880 M 651.808.7381 bwbr.com From: Pam Dudziak [mailto:pdudziakCa�cityofeaaan.com] Sent: Tuesday, June 11, 2013 3:01 PM To: Tom Bright'; Meehan, Michael Cc: Mike Lence Subject: MVTA Bus Garage Mike and Tom, I have a few of questions about the building permit submittal. 1) Please provide a signed copy of the parking easement between Lots 1 and 2. We previously reviewed an , unsigned copy(see attached), and need verification that the easement was created and recorded. A cop�r is ; attached to this email. � � _._...._._----_.._._...__._._..,_.__..._.__..__ 2) Why was the note#21 regarding irrigation of landscaped areas removed from the Landscape Plan (sheet 200.LP)? City Code requires that automatic irrigation be provided for all landscaped areas. An irrigation system __..._ _. ..._.� __...._.. ._._._ will be included in the pro�ect_as required by the code. Note#21 will be restored to sheet 200.LP. ________�_--- —____.__.__ . . ,_r__..__�_._.____.._._____.____.�.___ ....�_._____..._—. 3) Please provide a photometric plan for the parking lot lighting—lighting was included on the plan, but photometric readings or contours were not. The parking area photometric diagram is attached to this email. _ ___ _�___._ _.._ _ �_.�._ 4) New rooftop mechanical equipment is to be set back 20'from the edge of the building, please confirm if that is the case. Also,the parapet height varies and if parapet screening of rooftop equipment is not effective,a separate screen for the equipment will need to be installed. Roof top mechanical units are fully screened.The attached dia ram shows full screenin�through use of architectural screen walls and building walls and parapets. g �------ Please let us know if this is adequate. ��f,��, � � ��µy� Please share this message with the building contractor as appropriate. Thank you, Pam Dudziak 1 i � \, 1 � � �i ,\ . .../� ; r-� _� r'.../� . ( ' �r''�--'i � �� <-��,, � � ��; �.y� � �� , ��. `'-� �� : �� :t� � �' ' �� `j,. ,� � � ; 0 U � ti o t0 u : �' � 3 d � � Q °� � i � o � � C � °o -r i�i � J � a � z , ; N � � � I Q a \ / d UQ / LL. � � � t- Q � / � / N � � � z \ , � � \ / \ / � J O � H� �� ZD - - / �W UI t�`� U �` IV F-Z C µ- �- / i � �W � '`,,.,N o /f �z� � ° ' ° / � / � � �2...I � a 0 waO � 00 ' J Uv� !t vV .� � +•-+� ,� g `r? 's� o rn r.; a� rn }�+rn M 0 r � t*') �!' tf') + 4R� �� .y�� .�.,,w,y,�� Z � '�V '4J '�4 � + + + + + + + + + � + r r r+�1j �i; �t M N i'? 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I � �'��i � -...........e..� > ! �,� ��, "\ ',,, 1 w � ¢ �i w �' Z �' �_�� O N � I=- I U 1.�. i � N W W I a Q ; i : 0 � � � � � � � � � ; � ° _ � — � � � � ° � I _ � � � 0 o � � o � � oo � � ; , T _ � � � �:- � ��t .�. � o g �� ~ ! � i _� � v .o-,s .o-. .s � _._.»_..._.»_..._�._... ..._... { ; �� 3Wj I p ' � o� ; � �Q � 0 , � � �� , � �° � � � ; ' � � � � ' � � � � � � : 0 0 � � � .o-� .s .o-s � � � � � � �§ � � � �» , o � � Q � f ;,, � � o � ; � �. � o � � i-� I Ln � i i � -.s .o-.s .�`o--.s'�� ■ � � 0 � �I (� I � � I z C?1 W o ; � � � M � � N �-�i — � Z� � � � W � n � \ , � � � � °I � � N m ° � � (� i �� T-1 � _ � � (�j � i ��cn � � � � m o � � z � ai � � Q� �I� fl. °o o� ' - � — S,I�_� (U j Q NOI1100V � U tn ��- O L � I L � � JNIlSIX3 I �C Q u i c�C � U � � � � I � z NI , ..._...�1.._..._».—»._..._...�..._.»_...�g.�.�..� F i i i � � i Clt of �a a�� e�o � � TO: Scott Peterson, Building Inspections # 23 Jon Hohenstein, Community Development Mike Ridley, Planning Darrin Bramwell, Fire Marshal Russ Matthys, Engineering John Gorder, Engineering Leon Weiland, Engineering Jon Eaton, Utilities Eric Macbeth, Maintenance Gregg Hove, Maintenance Lt. Mike Fineran, Police FROM: Mike Lence, Senior Building Inspector DATE: April 5, 2013 RE: Plan Review For: MVTA Bus Garage Addition 3600 Blackhawk Rd Lot 1, Block 1 Minnesota Valley Transit Authority 3�d Addition 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: �C,�� t.iJ�.�fi�� C1�1/1�G�j� A-`-*'� �»�C fv�i JG`6l-r'j 1}'✓l �� r--� 1 �'�. l�l�Sr`S�'I �' W`'�I 5�� 0 i!�'✓' �� nJh-�n Lto�- V Indicate below any fees that are to be collected with the building permit. I�I Amount I, ❑ Yes ❑ No Landscape Security Required Zoning: � ❑ Yes ❑ No Water Quality Dedication Meter Size: ❑ Yes ❑ No Park Dedication ❑ Yes ❑ No Trail Dedication ❑ Yes ❑ No Tree Dedication ❑ Yes ❑ No PRV Required �� _ ��/ ^� Signature Date G:\Building Inspections\FORMS\Commercial Bldgs Final & Plan Review Letters Clt of �a a� �e�o Y � TO: Scott Peterson, Building Inspections # 23 Jon Hohenstein, Community Development Mike Ridley, Planning Darrin Bramwell, Fire Marshal Russ Matthys, Engineering John Gorder, Engineering Leon Weiland, Engineering Jon Eaton, Utilities Eric Macbeth, Maintenance Gregg Hove, Maintenance Lt. Mike Fineran, Police FROM: Mike Lence, Senior Building Inspector DATE: April 5, 2013 RE: Plan Review For: MVTA Bus Garage Addition 3600 Blackhawk Rd Lot 1, Block 1 Minnesota Valley Transit Authority 3�d Addition 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 I ,� �� ro er hold re uest form to me. p p q r Comments: ,, � C7�� 1��.��. �-�� e t�1�'�' �/��.5 C.. �r'�y �r�, �r� C.�� f,. � f!� ��. i��. ��=,�f.. ��,.Ut ��r�v�r� 'f `�.�-C�y� -.��-�5� Indicate below any fees that are to be collected with the building permit. Amount ❑ Yes ❑ No Landscape Security Required Zoning: ❑ Yes ❑ No Water Quality Dedication Meter Size: ❑ Yes ❑ No Park Dedication ❑ Yes ❑ No Trai� Dedication ❑ Yes ❑ No Tree Dedication ❑ Yes C7�No PRV Required a � /�� '�/�., �� , 'Z �/ � �,�� nature Date G:\Building Inspections\FORMS\Commercial Bldgs Final & Plan Review Letters Clt of �a a� �e�o � � TO: Scott Peterson, Building Inspections # 23 Jon Hohenstein, Community Development Mike Ridley, Planning Darrin Bramwell, Fire Marshal Russ Matthys, Engineering John Garder, Engineering Leon Weiland, Engineering Jon Eaton, Utilities Eric Macbeth, Maintenance Gregg Hove, Maintenance Lt. Mike Fineran, Police ,------- F OM: Mik�1e ce, Senior Building Inspector DATE: April 5, 2013 RE: Plan Review For: MVTA Bus Garage Addition 3600 Blackhawk Rd Lot 1, Block 1 Minnesota Valley Transit Authority 3`d Addition The plans are in our plan review section for your review and comment. Please return this form to my attention with your signed comments within 7 days. Please indicate any concerns you have with these plans and resolve these issues with the affected parties. If you are requesting that issuance of the building permit be held, please submit the proper "hold request"form to me. Comments: Indicate below any fees that are to be collected with the building permit. Amount ❑ Yes No Landscape Security Required Zoning: ❑ Yes . No Water Quality Dedication Meter Size: ❑ Yes No Park Dedication ❑ Yes ❑ No Trail Dedication ❑ Yes ❑ No Tree Dedication es ❑ No PRV Re uired . � ��3 Signa re Date G:\Building Inspections\FORMS\Commercial Bldgs Final & Plan Review Letters � � Clt of �a a� �e�o Y � TO: Scott Peterson, Building Inspections # 23 Jon Hohenstein, Community Development Mike Ridley, Planning Darrin Bramwell, Fire Marshal Russ Matthys, Engineering John Gorder, Engineering Leon Weiland, Engineering Jon Eaton, Utilities Eric Macbeth, Maintenance Gregg Hove, Maintenance Lt. Mike Fineran, Police FROM: Mike Lence, Senior Building lnspector DATE: April 5, 2013 RE: Plan Review For: MVTA Bus Garage Addition 3600 Blackhawk Rd Lot 1, Block 1 Minnesota Valley Transit Authority 3�d Addition 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 hefd, please submit the proper"hold request" form to me. Comments: Indicate below any fees that are to be collected with the building permit. Amount ❑ Yes ❑ No Landscape Security Required Zoning: ❑ Yes ❑ No Water Quality Dedication Meter Size: ❑ Yes ❑ No Park Dedication ❑ Yes ❑ No Trail Dedication ❑ Yes �No Tree Dedication ❑ Yes ❑ o PRV Required �t- '�• �3 . Signat e Date G:\Building Inspections\FORMS\Commercial Bldgs Final & Plan Review Letters � �, � , � �'�� Prapasa! Request No.4 Ta Cantract Documents for Constructian oarE May 1,2013 vROtECr MVTA Eagan Bus Garage Expansion and Remodeling tOMM.� 3.2010009.00 To Morcon Construction - coPV Brian lohnson EVS 5905 Golden Valley Road Mark DiPietro Palanisami&Assoc. Golden Valley,MN 55442 Bryan Schmidt Dunham Attn: lason Preusser Bob Tschida Dunham Jeff Ubl Barr COPY Thomas Bright MVTA Ron Hilton Whitman,Requardt&Assac. Mike Lence City of Eagan John Strachota BWBR Mike Meehan BWBR Shannon Bambery BWBR Greg Houle BWBR PREPaRE�By I hereby certify that this Proposal Request was prepared by me or BWBR under my direct supervision,and that I am a duly licensed 380 St.Peter Street,Suite 600 Arehitect under the iaws of the Sta#e of�innesota. Saint Paul MN 55102 Phone: 651-222-3701 Fax: 651-222-8961 '"�= =�� —"""'"""� �r",.,...�r.� lohn A.Strachota,AIA License Na.16025 C�NTRACTOR IS REQUESTED TQ SUBMIT SEPARATE ITEMIZED QUQTATFONS FOR EA[H TfEM�F THIS PRQPOSAL- EITHER ADD, DEDUCT OR NO CHANGE-WITHIN TWO WEEKS FROM ISSUE DATE.SUBMA QU�TE TO�ARCHTTECT This Proposal Request may apply to any ar aIl Contracts and subcontracts. It supplements and modifies the originat Contract Qacuments. Unless otherwise specified herein or shown on attached Drawings(if any},aN Work required by this Proposat Request shall be in complete accordance with the Contract Dacuments and subsequent modifications thereto. Reference to the original Contract Oocuments is for the Eontractor's use only and may not be at1-inclusive. This is not an authorization to proceed, Ruthorization to proceed with the work described herein will be made by means of an appropriate Change Order after Owner acceptante of quotativn. nrracHnnEN7s: Project Manuaf: Nane Small Drawings: None Drawing Sheets 237 {4}Refers to Proposal Request number. G:\IQQ0906Ka\PR-ASI-GCQ-COti�pansio�and Remodei�PR•04�PR-04 Nanative.docx . MVTA Eagan 6us Garage--PR4 Expansion and Remadeling May 1,2013 Rage 2 of 2" 1. Revisions to Electrical Drawings (4) A. Sheet 237-Parking Lot Lighting Plan{Reissued) (4) 1. Revise locations of light poles and frxtures as shown on reissued sheet,generatly east and south of existing property 4ine. (4) l. Revise and re-route underground eonduit and wire as shown on reissued sheet. (4) B. Sheet 238-Lighting Details and Schedule (4) l. Refer to Light Fixture Schedute. Under"Mounting"change text to read,"4�0-FOOT TALL ALUMINUM P�LE". (Add)(Deduct)(No Change) $ Originated by Approval END PROP�SAL REQUES7 Nt).4 G:�i000900�Ca\FR-ASI-C�D-CO�Expansion and RemodellPR-tt4�PR-Q4 Narrative:dot� � � �� Propc>saF Req+uesfi No.2 To Contract Doeuments for Gons#ruction �arE Aprif 18,2013 PRaECr MVTA Eagan Bus Garage Expansian and Remodel+ng corwnn.� 3.2010009,00 To Morcon Construction coPV Brian lahnson EVS 5905 Golden Valiey Road Mark DiPie#ro Ralanisami&Assoc. Golderr Vatley,MN 55442 Bryan Schmidt Clunham Attn: Jason Preusser Bob Tschida Dunham 1eff Ubt Barr COPY Thornas Bright MVTA Ron Hilton Whitman,Requardt&Rssoc. Mike Lence City of Eagan lohn Strachota BWBR , Mike Meehan BWBR ' Shannon Bambery BWBR Greg Hou{e BWBR PReP,aRe�av I hereby certify that this Propasal Request was prepared by me or BWBR under my direct supervision,and that I am a duly lieensed 380 St.Peter Street,Suite 600 Architect under the laws of the State of Minnesata. Saint Paul MN 55102 Phane: 651-222-37Q1 Fax: 651-222-8961 John A.Strachota,AIA License No.Z6025 CONTRACT�R iS REQUESTED TO SUBMIT SEPARATE ITEMIZED QU�TATIONS FOR EACH IfEM OF TNIS PR(}PCJSkL- EITHER ADD,QEDUCT OR NO CHANGE-WITHIN TWCT WEEKS FR�M ISSUE QATE.SUBMI7 QUOTE T�ARGHITECC This Proposaf Request may apply to any or aII Contracts and subcantracts. It supplements and modifies the origin�l Contract Doeurnents. Untess otherwise specified herein or shown on attached[?rawings(if arry},at!Work€equired by this Proposal Request shall be in comple#e accordance with the Contract Documents and subse�uent madifrcatians thereto. Reference to the origina!Cantract Documents is for the Cantractor's use only and may not be att-inclusive. This is not an authorization to pcoeeed. Authorization ta proceed with the work described herein will be made by means af an appropriate�hange Order after Owner acceptance of quotation. arracHMeNTS: Project Manual: None Smafl Drawings: None Qrawing Sheets 30Q.1,300.4, 301.4, 303.1,303.4,360,4�1.4FL,402.4Ft�62Q (2} Refers to Proposal Request number. 1. Structural Drawings (2) A. Sheet 300.1-Main Levef Zone 1 Foundation Plan(Reissued} (2) 1. Add"MCl"to the schedule. G:\1000900\Ca\PR-ASI-CC6-CO\Expansion and RemodeltPR-01\PR-02 Narrative.dotx � MVTA Eagan Bus Garage—PR2 � Expansion and Ftemodeting Aprit 18,2Q13 Page 2 0#2 (2) B. Sheet 300.4-Main Level Zane 4 Foundation Plan(Reissued) (2) 1. Add new wall footing and new column footing. (2} 2. Revise to show MCl locations. (2} C. Sheet 301.4-Mezzanine Leve)Zone 4 Framing Plan(Reissued) (2} L Revise to show MCl locations. (2) D. Sheet 303.1-Zone 1 Roof Plan(Reissued) {2) 1. Revise beam on Grid 5 to W33 x 118. (2) E. Sheet 303.4-Zone 4 Roaf Plan(Reissued} (2) l. Add beam at Grid 5 (2) 2. Revise joist span from Grid 4.5 to Grid 6 to be sptit into firoo,between Gridsf and F. (2) 3. Revise joisf sizes due to split span. (2) 4. Revise joist locations. (2) 5. Revise beam on Grid 5 to W33 x 118. (2) F. Sheet 360-Details(Reissued} (2) L Revise"Sim"condition far 2l36Q (2) 2. Add beam bearing on masonry column detaiL {Add)(Deduct}(No Change) $ Originated by Approval 2. Architectural Qrawings {2} A. Sheet 401.4FL-Main Level Zone 4 Flaor Plan(Reissued) (2} 1. Revise Grid E/5:Etiminate steel column and associated CMU box out.Detail 1C/62i does not apply. (2) 2. Revise as noted. �: (2) B. Sheet 402.4FL-Mezzanine Level Zone 4�loor Plan(Reissued) (2) 1. Revise Grid EJS:Eliminate stee}column and associated CMU box out.Detait If/521 does not apply. ', (2} 2. Revise as noted. (2} C. Sheet 620-Column Protection, Boflards,and Concrete Curb Details(Reissued) (2} 1. Revise as noted. (Add)(Deduct)(No Change; $ Originated by Rpprovat END PROPOSAL REQU€5T N�.2 G:\100Q9001CatPR-AST-CED{O\Expansian and Remadel�PR-02�VR-02 Narcative.docx � l � ��`� � � Proposal Request Na�. I � To Contract Dacuments for Construction oaTe April 11,2413 PROJECT M�fTA Eagan Bus Garage Expansion and Remodeling conaM.� 330100(}9.00 � To Morcon Construction coPY Brian Johnson EVS I 5905 6olden Val{ey Road Mark DiPietro Palanisami&Assoc. Golden Valley,MN 55442 Bryan Schmidt Dunham Attn: lason Preusser Bob Tschida Dunham 1eff Ub! Barr COPY Thomas Bright MVTA Ron Hilton Whi#man, Requardt&Assoc. Mike Lence City of Eagan lohn Strachota BWBR Mike Meehan `BWBR Shannon Bambery BWBR Greg Houle BWBR PaEeaREO ev I hereby certify that this Proposa!Request was prepared by me BWBR or under my direct supervisian,and that I am a du{y licensed 380 St.Peter Street,Suite 600 Architect under the laws of the State of Minnesota. Saint Paui MN 55102 (� Phone: 651-222-3701 � ( �`�*�."�'"��"�"°"�� Fax_ 651-222-8961 .�"�`".""'�"' lohn A.Strachota,AIA License No.16Q25 CONTRACTOR IS REQUESTED TO SIJBMIT SEPARATE ITEMIZED QUOTATIUP�IS FOR EAEFt Ti'EM C1F THIS FRQPUSAE- EITFfER ADD, DEQUCT OR NO CHANGE-WITHIN TWO WEEKS FROM ISSUE DATE.SUBMIT QUOTE T�3 ARCHITECf This Proposal Request may apply ta any or all Contracts and subtontracts. It supplements and modifies the ariginaf Contract Documents. Unless atherwise specified herein or shown on attached Drawings(if any),all Work required by this Proposaf Request sha{I be in comp{ete accordance with the Contract Documents and subsequent modifications thereto. Reference to the original Contract Documents is for the Contractor's use anly and may nat be atl-inciusive. This is not an autharization to proeeed. Authorization#a proceed with the work described herein wifk be made by means of an appropriate Change Order after Owner acceptance of quotation. ATfACHMENTS: Pf0)@Ct MdFlU01: 03-4515 Smatl Drawings: None Drawing 5heets None (1}Refers to Praposal Request nurnber. 1. Revisions ta Pre-East Panels (1} A. Sedion 03-4515—Precast Architectural Cancrete Panels(Reissued) (1) 1. Remove existing sertion and insert reissued section dated 04J10/2013. (Add)(Deduct)(No Change) $ Originated by Approva! END PROPOSAL REQUEST NO. 1 �:\10�9�\Ca\FR-ASl-CCD-CO\PR-01 far Exp and Remode�PR-0l.doa � MVi'A Eagan Bus Garage-Expansion and Remodel SERION 03-4515-PRECAST ARCHITEGTURAL certify that manufacturing and installation are in GONERETE PANELS accordance with design requirer�nents. PART 1-GENERAL B. The manufacturer shal!retain an independent inspection agency approved by the Architect.The 1.01 SECTION INCLUDES basis of inspeetion shatl be the Prestressed Concrete A. Insulated panels. Institute's"Manuat for Qualit}r Contro!for Ptants and Production of Precast and Prestressed Concrete B. Structural design of precast concrete panels. Praducts",MNL-116,and the criteria for acceptance 1.02 RELATED WORK shall be the same as the Plant Gertification Program. A. Section Q3-4100- Precast Structurat Concrete: C. Instailer:F'rrm regularty engaged for at,least 5 years Precast co4umns and beams. in the erection of precast s#ructurat eancrete simitar to the reguirements of this Project. B. Mechanical:Small holes for mechanieal/plumbing. D. Welders:�ertified in accvrdance with AWS DI.L C. Various sections:Srnall openings,less than 8 inehes, shall be drilled or cut after erection. E. Comply with the fotlowing. 1.03 SUBMITTALS 1. ACI 31&Building Code Requirements far Reinfarced Goncrete_ " A. Shop Drawings,including the foltowing. 2_ AWS D1.1-Structural We{ding Code-SteeL 1. Plans locating and defining all wall panets, 3. AWS D1.4-Structural Welding Gode- shawing aU major openings. Reinforcing SteeC 2. Sections and details showing connections, F Design,criteria shall inefude the following. cast-in items,bearing conditions of the wall panets,and support hardware for other 1. Initial handl'rng and erection stresses. products. 2. Alt dead,(ive,and wind loads required by 3. All dead,live,wind,and other appficable foads Code. used in the design. 3. All other loads acting on the wall panels as a 4. Fire rating. result of the strue#ura!framing. 5. Wall panel finishes. 4. Design cafculations perfarmed by a regis#ered 6. Insuiation(type and thickness). engineer experienced in precast prestressed cancrete design and submitted far approvaf 7. Plans showing tocatians of precast connectian Upon request. embeds to be installed in field placed concrete. G. Prior to drilling or cutting,obtain manufacturer approval of openings,requiring cutting af B. 12 inches square by 2 inches thick Samples of each prestressing strand. finish showing range of texture and color variations to be expected in production units.Retain approved H. Design deviations shall be permitted only with the Sampfes as the standard for remaining work. Architect's written approva!of the proposed design supported by complete des`rgn calculations and C. Installation procedures,sequenee,and tolerances: drawings.Design deviatians require an installation Show layout dimensions and identiftcation of each equivalent ta the basic intent af the design without unit,corresponding to sequence and procedure of incurring additionaf cost to the Owner. installation 1.05 aELTVERY,STORAGE,AND HANDliMG D. Anchorage items that are to be embedded in other construction.IncEude setting diagrams,tempiates, a Lift and support panels during manufacturing, and instructions required for installation. stackpiling,transporting,and erection oniy at the ! lifting ar supporting points designated by the ' 1.04 QUALI7Y ASSURANCE manufacturer. A. Precast concrete manufacturing ptant; Certified by g. Camplete transportation,site handting,and�rection the Prestressed Concrete Institute Plan#Certification with acceptabte equipment and methods,and by Program before start of production.The qua(ified personneL manufacturer shafl retain a qualified structural engineer registered in the State of Minnesota to �. Store units off ground on firm level surFaces with dunnage pfaced as determined b}r design.Place ld Aprit 2013[PR-Ol) Frecast Architectural Cvncrete Panels BWBR,Comm.No.3.2009000.06 03-451S-2 :. - � MVTA Eagan Bus Garage-Expansion and Rernodel stored units so that identification marks are P. loint firesafing:As required for indicated�ire- discernible.Store units plumb and tevel to minimize resistive rating. bowing. 2.02 tQNNECTION M�1TEKiAtS PART 2-PRODUCTS A Conneding hardware and ties,basic mafieriaL' 2.01 MATERIAtS l. In exterior walls,in Stainless steeL A. Portland cement:ASTM C350,Type I or III. 2. �ther lacations:Hot-dip galvanized after fabrication,ASTM A153;inserts cast into B, Water reducing,retarding,accelerating,high range precast units hot-dip galvanized,electrQ- water reducing admbctures:ASTM C494. galvanized,ar cadmium coated. , C. Aggregates:ASTM C33 or C330. g. Steet plates,shapes ASTM A36. D. Water.Potable,free from foreign materials in C. Stainless stee{shapes:AISI Type 302J304. amaunts harmful to cancrete and embedded steel. E. Reinforcing bars D. Anchor bolts:AS7M A307,lowr-carbon steel bc�Cts, regular hexagan nuts and carbon steel washers. l. Deformed billet steel:ASTM A615. E. Accessories: Loose steel ptates,clip angtes,seat 2. Deformed rail steel:ASTM A996. angles,anchors,doweis,cramps,hangers,and ather 3. Deformed axfe steel:ASTM A996. miscel(aneaus steel shapes necessary for securing 4. Deformed Iow a{loy steel:ASTM A706. precast units to supporting andadjacent members. F. Reinforcing wire:ASTM A82,cold drawn steel. F. Bearing pads:Multi-rnonomer plastit strips,non- leaching,able to support constructian loads and G. Prestressing strand:ASTM A416,Grade 250 or 27U, design loads without visibte deformation.Koro-l.ath uncoated,7-wire,low-relaxation strand. or appraved. H. Welded wire fabric. 2.03 CONtRETE MIXES l. Welded plain steel:ASTM A185. A. 28-day compressive strength;Minimum 6,0�psi. Z Welded deformed steel:ASTM A497. g. Release strength:Minimum 3,SQ0 psi. I. Anchors and inserts: �, Additives:Calcium chloride or admix�ures containing I. Welded headed studs:AWS Dl.l-Type B. chlorides not permitted. 2. Structural steel plates and shapes:ASTM A36. D. Air entrainment:6 percent in exposed surfates. 3. Bolts:ASTM A307 or A325. 2,p4 FABRICATION 1. Rigid insulation:ASTM E578,extruded polystyrene a �eneral:Nominal8-foot widths,with prestressed of thickness required to achieve panel insulating solid concrete interior and exterior wythes separated value. by rigid insulation extending fut{heighi and wridth of K. Seatant:2-part polyurethane,ASTM C92q Type M, panel without voids;wythes connetted wi#h Grade NS,Class 25. gafvanized metal ties. L. loint sealant backer:Non-staining closed cell foam, B. Manufacturing procedures:In comptiance with PCI size recommended by manufacturer for width of MNL-116. joint. �. Openirigs:�ast in openings 8 inches or{arger as M. Cement grout:Port►and cement,sand,and water indicated on the Drawings. sufficient for placement and hydration, minimum D. Ratching:Permitted c�nly if the structural adequaty 28-day compressive strength S,OOU psi. of the wall panel is not impaired and the resulting N. Non-shrink grout: Premixed,packaged ferrous or(if finish is visualiy acceptable ta the Archited. exposed)non-ferrous aggregate shrink-resistant 2.05 FINISHES grout,minimurn 28-day tompressive strength ' 5,000 psi. A. Exterior surface:Grade A finish,filt air pock�ts and I holes greater than 1/4 inch in diameter with sand- ! O. Bearing pads:Multi-monomer plastic strips,non- cement paste mattMing colcrr of precast conerete. leaching,able ta support construction{oads with no Grind smooth forrn offsets or fins greater than visible overall expansion.Kora-Lath. �/g�nch.Fioat-apply a nea4 cement-paste coating to 10 April 2013[PR-Ol] Precast Architedura{Concrete Panek BWBR,Comm.No:3.2009000.06 Q3-4515-2 � . '� MVTA Eagan Bus Garage-Expansion and Remcx�e! . exposedsurfaces.Rub dried paste coat with burlap 3. Offset between 2 connecting members: to remove loose particle. 114 inch maximum. B. Interior surFace:Standard finish,normal plant-run 4. Vertieal laeation of finish suppart angles: finish praduced in forms that impart a smoath finish 1/4 inch plus or rninus from specified to concrete.Small surface holes ca�sed by air elevation. bubbles,norrna}color variations,form joint marks, g. Instalt clips,hangers,and other accessories requ'rred and minor chips and spalls shal!be tolerated.Major tor erection of precast units ta supporting members or unsightiy imperFections,honeycambs,or and backup materials. structural defects are not permitted. C. Anchor units in final position by bolting,wetding, C. Mix design and color. grouting,or as otherwise indicated.Remave Q.,�;� terr►porary shims,wedges,and spacers as sQOn as l. Exterior face and exposed edges:Sandbfast possible after anchoring is compteted. Hanson color#3302. p, A#bolted connections,use lock washers or 2. �ther surfaces:Standard c�rav. acceptab(e means 3o prevent loosening of nuts; PART 3-EXECUTION app{y rust-inhibitive paint to damaged areas of welds and balted connections;use galvanizing 3.01 INSTQLtATION repair eoating for galvanized surfaces. A. Install uni#s plumb,level,and in alignment within E. Install joint sealant and backer at botM exterior and specified limits of tolerances.Provide temporary interior face of aif panel jaints. supports and bracing as required to maintain F. Remove excess grout and sealant.Clean exposed position,stability,and alignment as members are s�rfaces. being permanently connected. Do not over-cut when field cutting. 3.02 FIELt?QUALITY GONTROL 1. loint width:3/8 inch,plus or minus 1/4 inch. A. The Owner's ITA shall inspect alt connections for 2. Variation from plane of Iocation:l/4 inch in compliance with Contract€}ocuments and the l0 feet,3/8 inch in 100 feet maximum,non- approved Shop Drawings. cumulative. END G1F SECtTON 10 April 2013[PR-Ol] Precast Architectura!Concrete Panels BWBR,Camm.No.3.2009Q00.06 03-4515-3 . � ° � � ��` � � � � Propasal Request'No.1 To Contract Dacuments far�anstructian �are Apr'ri llr 2Q13 rRO�EC'r MVTA Eagan Bus Garage 2012 Grading and Soil Correciions connnn.# 3.202QdQ9.06 To Rachel Contracting coPV Brian lohnson EVS 4125 Napier Court NE John Strachota BWBR St Michaet,MN 55376 Mike Meehan BWBR attn: 1eff Saucier Shannan Bambery BWBR Greg Houke BV4�BR coPr Thomas Bright MVTA Mike Lence City of Eagan PREPaREO sv I hereby certify that this Praposal Request was prepared by me BWBR or under my direct supervision,and that I am a duly litensed 380 St.Peter Street,Suite 600 �rchitect under the laws o€the State af Minnesata. Saint Paul MN 55102 Phone: 651-222-3741 �""""'� Fax: 651-Z22-8961 � '""'""'":` �� r lohn A.Strachota,AtA License hia 16025 CONTRACTOR IS REQUESTEQ T�SUBMIT SEPARATE ITEMIZED QUOTATIC?NS FOR EACH ITEM�F THIS PR(}POSAL- EITHER ADD,DEDUCT OR N��HANGE-WITHIN TWO WEEKS FRC?M ISSUE QATE.SUBMIT QUOTE TO ARGHITECT This Proposaf Request may apply to ar�y ar a!I Contrads and subcontracts. It supplements and mad�fres the origina! Contract Doeuments. Unless othen,vise specified herein or shawn on attached Draw+ngs(if any}alt Wark required by this Proposai Request shall be in complete aecordance with the Contrad Dacurnents andsuiaseguent modificatians thereto. Reference to tYre original Contract Qoeuments is for the Gon#ractor's use only and may not be al#-inclusive, This is nat an authorization ta proceed. Authorizat+an to proceed with the work described herein wi8 be made by means of an appropriate Change Order after Owner acceptance of quotation. arracHMetsrs: project Manual: None Smafl Drawings: Nane Drawing Sheets 200.CX,200.CU,211 (1)Refers to Proposal Request numbec 1. Civil Revisions (1} A. Sheet 200.CX—Existing Site�onditions and Demolitian Plan(Reissued,dated Q4/08J2flZ3) (1) l. Adjust existing watermain alignment per field verified location. Removat tength is ur�changed. G:�IUQ(190(I�Ca�PR-AS}-CGD-CQ\PR-01 fw Gradinq and Soil�PR-0I.docx � i , MVTA Eagan Bus Garage-PR1 • 2032 Grading anci Soits Correc#ian Apri!11,2012 Page 2 of 2 (1) B. Sheet 200.CU-Utility Plan(Reissued,dated 04/08/2013} {1) 1. Add proposed watermain offset alignment to northwest side of existing v++ater main. (1) 2. Add insutation between proposed watermain alignment and eBMH#1(32. (1) C. Sheet 211-Construction Details(Reissued,dated Q4/081�p13) (i} 1. Revise existing and proposed watermain locations from previ�us submittal. (1) 2 Add Note 4 regarding insulation between watermain and catch basin. (1) 3. Revise depfih of proposed walt for 2:1 s{ope between proposed watermain and bottorn of wall. (Add)(Deduct)(No Change} $ Originated by Approva{ END PRCIPOSI#L REQUEST NO. l I i G:llp(1Q90Q��a\PR-ASI-C�Q-CO\PR-01 for 6rading anct Soi1�FR-Ol.docx 09/17/2013 09:39 1 MINNESOTA PETROLEUM PAGE 01 6 . J , 'I . � . �+� BOIP 1 OVRV��E ' ._1��y CELL 812-237-5408 . . ,, �.�.,�. MIiE@I�SOTA PI�TROLEO� M e M o e n, , ��flYlCfc� 111C. � • � ' � . ,. �,��,� � 682-39th �venue N.�. . m�E4VIrMErrti +cr . . .Gi;aEd,�ABtic:A'X'�� ' � 682-39THAV�NUEN.E. CO�l.I1T�lI�IdHe1gI��,Sr.�MN 55421 ••� CO�UMBIA HEIGI•1T5,MN 55421 �"Mgli:bt0urvllle9mnpetro.com FAX 763-790-5472 Phone (763) 7$�-�`191 �s3-7eo-s�s� �ax(763) 780-5472 888-797-7677 SALFS • SERI//CE • lJE'S/GN • INSTALL4T/ON ,_.,^.__._.,......,.-,,._,- •_-.._._......r.M-...........,�.._._._..,,.,,.............---....� . � � �. FA� ��R ��E'� . � �Send to: � . � . � ' FroAa.: � , � G C�� .�1"G,rSp �O `O ��_ t�.6` • . Compauy: , - � . - Date: . , � . � C�� - o �- � �, � - �� 7 - f-3 , . �ax.Numbex; . � , , � � , Tot�.l�' o�pages in.clud.ed: • F � . - �Uxgei�t[] Re�a1y ASAP [�]?lease �eview[�F'XI . . ; . Comunentis: • � . . . . " ' o -� ' , . G G, G c� � . � � � � � C ,c�.� � " W�� . .� Q c�- ��SE�.YZCE AFZ�EJf�7C�E S,E�LE" • , . MFMdER . . .. ' . . .�,. .��.�� 4 .. ' � .. . . � . , EUM E�II'MEHt IN � � , . 09/17/2013 09:39 1 MINNESOTA PETROLEUM P�GE 02 Y f g C�QO000 0" � ./� N N N W � U 'T) r N O A A b . �D � � �h,�- � '� � 1 � IA . ppp Q � ° 4 .�., � � t,� �. � T �" In T # ' '- � m -� n� c % � in N n � M � , O Z O � r O �i �i +� D '� '� r != � 2 * � � ~ n �r � c'S ci � � � � � � T � .1 ,T. $ � � N � � � � � .1 ... N �ri �1 O f:J � N m in — -+ � . � :C �� 8 :; ro I�l A r A ! D � V m A � � � N � 0 S X A V A � � �,� � ' � � x m � A � r� � 7_ n C7 10 G a !--� �� —� ..__ � �--;Y=—ti w - S � � � ; � � ° ;� - - - - r� rn a N u � 1,.`�� .-.�... O' M N 1 i-i .� ---0---�• � � " ;�i " '° . _I. L, � �,-_� � r : �� * ° _ � f.'j N ...�� Y � a � i �o �' . O ei � Ns � a ° a � v� � ��., r�^ P �� K O '^r w O 01 09/17/2013 09:39 1 MINNESOTA PETROLEUM PAGE 03 , ` ��,;--,,,-� -�.w ,,.�.=aR�T.--.;., .- ry,,,� �'�;��,,':?i�?', . ^�"?'..;:">3';�,. '��:;.V'..�. ;:'K:;:�.�A��.1�.1�. • '�:[�. �i�, ��FC.`:;�j�:/ o"I;�, x:i:i`- i��.;:��' �`4.} �d;o;�, V1i;'�^��,'r�l.;. �1:5�,•",�I!..-.,.i:;�:.�):I�� . • '.;r�y1:'��i'�� • . �. 111��, .�_'4'1(,.'''1,�1`��.,�'. '1''^'I^, _ i,, . .S,irti�.? °��.�s�:,;: �/'.�i,i, 'f��'��^�I��, � �' � �x ";1'.. ` : /' - 'I.. ,�.t�" `Ii'' �� ';"' ';::'�_ � CORPORATION Oa subsldl�,ry of 7Cl Composhas i�c. �� - -:r:.. ..', .: . ' , . _ � �'�� r � �� - _ __ . � �� _ .. ,, ,, ,.: ,. Cost-effective and time-efFicient ,,.'.� ��'` ��,, '�� \h11'� � �q a. r0. Engineered to meec Amer.ican Concrete Institutc (ACI) s;e,,'w ' dcsi$n star►dards,Xe.tx�a patented prc�abxica�ted deadmen �� ace sized appropriately for carh tank insrillati�n and arrivc ;.�ru`��`, �' �' �,; ' , on che citc, rcad.y to inseall. On the othcr hand, cast-in- pl.ace deadnnen take va.luable hou�s tv design and build, require 7 to 28 days co aixe for proper strength,and lack thc qu�ity control bchind a fa.ctory-fabricatcd, pr.odixct. Tf . . done improperly or if affecred by bad weather, this process _ , ° �, ' u��.,;� ' , � rc� ,+� <� +��,��4"� �� ,'J�; , ' �� , A�,t � i„_.�....;.s;N��,�?�: f'•1: {;a��: ,1'�"1,� ..:k��.k' as;a, ' aS'wC�� 3c • may ca,us�costly jobs�r,c delays, potcntaal tank `_ - . ,,,.�_... �� . °:.. . .. . a . • ...•' ,...a_'.,��....�a��.d��sr�� ,uqi. '.�.,r;�t� and site dannage. Since�crxes deadanen ace prefabricaeed, ;;;�: --- ..: ::;.:;,:._ , .. ..:. ... .. " ; , < ::<.. . ,...... :.:;:_:.. :� chey provide a cost-efrective, rime-efFcient and depct�d�b►c °� �"W� A"`r"�'�, '�` - "` '`"�:!� I',`�� ^."`'s'""` anchorat�g soltttxot�. in most cascs, a com�lctc set of dead- �.. �nen, including opeional tucnbuckles, can be delivered on ;. �;�� _ ��' ''y,' I �i I�� I the �amc r..ruck as thc tank. Using Xerxes prcfabriGatcd � ,'�� >,� , deadxnen allows you to b�conFident that your UST ;;. - , ;.�'>:.:., . r, . :.;,- �k anchoring system is design,ed, cngineered and m�nuf�c- ' -�, ,,; .;' �:�;;.?;„ , ,;'.., N,, ;:, . �,. ��F:.:' '.,:K�:I'!..;a�. tuted to tl�.e liiglaest standards. , ...._ ._, �:;�.::�`:.�:?--�,7,d� •.;; :.:..:::.:..::.�,h��, �.�,�•;�.; .':�4�M ,a';m;. �,u� .i�•. ?:in.. �,.�,,,,t..�k'S:��. Features and Benefi�s • Fr�gpn,eered according ro ACI code • ManuEaccured with galvanized,adjuscablc anchor points • RcinForcement inctalled itt accordanc�with • Av�,ilable in 12', 1��', ](', 1$', 22' and 30' lcngths ACi standards, fc►r addcd strcngth • Erpcditcs tan.k installarion • Usual�y ddiveired on che same erucic a.c che eank " ��y�o inscall • Availablc for 4'-, G'-, 8'-and 10'-cUiacx�eter canks • Manu£aecured wit1Z 4,000 ps�g concrece • .A.ppropriatcl.y sized for cach tank 7901 Xerxes Avenue SouCh, Minneapolls, MN 55A31-i2g8 w (952)887-1890 ■ F�(g5�)887w 188Z ■ www.xerxescorp.com�� p z008 Xerxes CorporaUon xdm09/08pp 09/17/2013 09:39 1 MINNESOTA PETROLEUM PAGE 04 • UST Deadman System Deadman for �I��-, �"� $e $`-Diameter Tanks g�lvanizedanchorpoint 4,000 psig � n5 rebar concrete (Q�Y.4) galvanized anchor points � I �,a;;�,c.' I '. 4.: .a allgnmervt slot alignment slot .0• .' , •o, � 15' .•, • ,a' :� • ,• � ' ?•_' '.�.' . e' •.c,. �q. g.� ' .e' 4 I •4- . .� '•4' • 'p'"A•;A: ..A•. 0-; :QP1�, � �� Deadman for 10"-Diameter Tanks galvanized ancho►palnt galvanized anchor polnts !�7 rebar 4.000 psig I (Qty.2) concre�e alignrrient slot alignment slot #6 rebar 13" ,o.:�q, i ,-o' (Q�Y•2) � �'Io•, ��- � •o•,.� ��-�- ,•d ., . ,p. i , - . � 'A. . p , p, :Q e , .'�•o.•o_ '.p �o, � ;o. •e' .'e•. ,..Q;- •A , •a;;. . c. o'. -.- --i_:.:��.:.a,::.�.�,�_�. Product Spe�ifications Deadmen for 4'-, 6'- and 8'-Diameter Tanks pptional Turnbuckles Nominal length Nomin�l widi;h x depth Ar��roximate weight(Ib�_) Jaw-to-Jaw 5tyle 12' 12"x 12" 1,800 16' 12" x 12" 7„A00 6'-Diameter Tank 18' 12" x 17." Z,70Q 3/a„ X 9„ (t7" closed, expanding to 26") Deadmen for 10'-Diameter Tanlcs 8'-f�iamet�r Tank Nominal length Nomirtel wid'[h� x depth Ap�roxirY�ate weight (Ibs.) 3/4" x 12° 14' 18" x 8 3/a" 1,900 (z0" closed, expanding to 32"} 18' 18" x 8 9/4" 7.,400 10'-Diamel;Cr T�nk 22' 18" x 8 3/4" 3,000 3/4" x 18" 30' 18" x 8 3i4" 5,000 (�6" closed,expanding to 44") General Not:es: 1. N�amber and combination of deadmen will v�rywiih each tank si�e depending on water-table height, number of containrnent sumps and buri�l dep'th. z_ Con�tact your XErxes s�les representative for mare information. 09/17/2013 09:39 1 MINNESOT� PETROLEUM PAGE 05 ;,�`.�.'�.,�;�'.ryy5p�';,°�>;.';, + °� ,�A,s�d f� Y I�`�YI��.� ��h1 GY I',��rfr�� 1'Y�W��il �1 �� Fi 1�� p '��t.��. � � . � � • ' • �Y,I�`'�.!<"�'��pfi'(�h�;�lht� �U 'tW;�r,.�!� �.•j@.;'�'' .;J"',<...� 'i".YJ� i�� • ;A �1;�^'L�j�.P��a��Ii ��"IJ"_''� �nC �� '7�.�f,'"Y;r(4�%Fy :b'' 'tly�. �"�"fl� ,a r�� I �141 � ��` ��,;�:�� s Xp Pressure and Suct�on ,z; ,�: �� ,�;;d;,_�.�� ,, : . �� Pr4duct P�p�ng la s Kr� , � �... �: 1�•��,;�: .... 'J�:'tlFiie prbv�n mat�rlal, Nylon 12 � i � � R,.., ,:.. . �`� . ,. ,, hfls be�n the p�irrl�ry Igyer dR �.j��(ir�,?��},. :;;;�1p7•p�pe fi�r more than 12.yeais, �? '' The 1"5�zc of nPT piping cen be useh in hoth prossurp And suction appllcatlons,�nd is idePl ,:�";°�"�;��'�; �r�f��ced b tMfe world's lar �st.auto • uµ.� ,.�,. ,,',;�r if,� , Y 9 � For providing remote feed and fill for nepters,bofla�s and emergency generators.The 1 yz", ;�,�r��,`,� mak�ks,,,cNe tupi line m9terial coht�ins. ,. ��> 1�/�"ond 2"slzes of APT prnqucr,niping can bc used In both pressure and suetlon app�icatio�s, ;;,�;�'t`� ho ol ltEH I�ne- ;�' ,,, ��,I�,f:��' p �.,.,.„Y � � and are ideal for underground servlce statlon fuel dellvery systems,The D-Sorles plping i�a ,yt��;�?,i4:��d�' ,�� *"�^-�� • Nn 5'sfdfllt � � single well,dlrQCt bury piping,while the SGSerles plping provides additlonal envlronmental ' � �.,� I f�. Y bP biping IAyer '� ��;;��rc',��? delsmi�idtlba duP to the layc�r�d ��;r,;� s�curlty es a secondary contalned direct bury pipe.Both feoCUre controlled Elexlblllty,even in a �rN�i�" "� low tem er �sti;,;�� plping��Ct�i�lgt►�uCtloh Cf ,,; i p atures,permlCCing fast,easy instellAtion. 1`��,��'�,�;;� high-gt�'�g materlol. ,a� t�a��,�i°,�th4:� ...,.;' �a� �;�;;xC�� • BItrfU�'�;`d�i�3kt�vetl(E85 and biaille5el). a�,z� Smeu .: : �'�"''�� . �Y �� candard 8G x 24 x 64Yz 213.3 x 60.9 x 163.8 �: ,.. , , ,. , _ �...:.,,. - ,;,r,��.,, . ..., y� y�y �r ' �. 9 ;,.+�:r�, ... ...„ ' - D � __ „4 � ��,,,.r�'� , ° ,,,,,' �U�,,, J� -:��:,,, (scd.)� . ,. , �� ;i�+��j�.'�4: ,.. .,.: ��,I' ".;4...�.1..�.:;: . . ,. y� y� ', ��1�'I�W�C ,.,; ..�u. , ;: ��;�k,1j d�. �'.,,;;�r .. . . 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DEMOLITION NOTES . . _ _ 1 BACKGROUND INFORMATION TAKEN FROM BOUNDARY AND TOPOGRAPHIC SURV=" _ ~ ~ ~ PERFORMED BY URS CORP„ MINNEAPOLIS, MINNESOTA, EXPRESSLY FOR THIS PROJECT. IF ANY DISCREPANCIES ARE NOTED, THE ENGINEEP, SHOULD BE • IMMEDIATELY NOTIFIED FOR RESOLUTION. ' 2. THE UNDERGROUND UTILITIES SHOWN HAVE BEEN LOCATED FROM FIELD SURVEY A INFORMATION AND EXISTING DRAWINGS. THE SURVEYOR MAKES NO GUARANTEE T-~ UNDERGROUND UTILITIES SHOWN COMPRISE ALL SUCH UTILITIES IN THE AREA, - - - - - - EITHER IN SERVICE OR ABANDONED. THE SURVEYOR FURTHER DOES NOT ~^v~ARRANT EAGAT THAT THE UNDERGROUND UTILITIES SHOWN ARE INEXACT LOCATION INDICATED, ALTHOUGH HE DOES CERTIFY THAT THEY ARE LOCATED AS ACCURATELY AS EAGAN BUS GAR.AG POSSIBLE FROM INFORMATION AVAILABLE. THE SURVEYOR HAS NOT PHYSICAL_Y LOCATED THE UNDERGROUND UTILITIES, GRADI GARAGE - 2012 GRADING & SOILS 3. DEMOLISH & DISPOSE OF ALL BUILDINGS, STRUCTURES, MATERIALS & EQUIPMENT C~R~ CORRECTION' ACCORDING TO STATE & LOCAL CODES. - 4. DISCONNECT & CAP ALL PUBLIC UTILITIES ACCORDING TO REQUIREMENTS OF LOCAL - REGULATORY AGENCIES. _ , / . ~ REMOVE FENCE 5. THE RESIDENTIAL PROPERTY HAS EVIDENCE OF RECOGNIZED ENVIRONMENTAL CONDITIONS (RECS) SEE PHASE 1 ENVIRONMENTAL SITE ASSESSMENT FOR REMOVE RE AWING WALL ADDITIONAL INFORMATION. NG WALL 6 WATER SERVICE OR'YJELL, NEITHER OF WHICH LOCATED IN TOPOGRAPHIC SURVEY, IS ~ ~ ` ~ DOWN TO FIRST LAYER OF ~ x,1..'1., . / _ _ _ _ ~i:'r 7. -..r~. , R GEOSYMETRIC REINFORCEMEN AYER bF - TO BE LOCATED BY CONTRACTOR AND REMOVED /ABANDONED. EINFORCEMENT. ( - y;,•.: ~ - I BURY REMAINING WALL IN-PLAC WALL IN-PLACE. - 7 PROTECT ALL FEATURES NOT SHOWN FOR REMOVAL 8 h. ~ / BENCHMARK f ' ,'`~,.,,y: 1 Mme. 380 St. Peter Street, Ste. 600 Sant Paul, MN 55102 { ~ I . ] ~ . 1. 18" REBAR WITH PLASTIC CAP LOCATED BACK OF CURB NEA`Z T~E'~,N.STERLY MOST PROPERTY CORNER AS SHOWN ON THE PLAN. 651,222.3,'01 b~:vbr <om ~ ~ ~ -J C ~ ~ r r- ~ ~ SURVEY LEGEND ~ Consultants Consultants • ` ~ : , _~t ~ r=te SANITARY SEV'JER LINE GUY WIRE STORM SEWER I._INE ELECTRIC MANHOLE ' ~ / ~ ~ . REMOVE 18 RCP / ~ , ~ ~ / c' Q- STORM PIPE . ' . / C . ' ; WATERMAIN SIGN ~ aJ ~ ~ .I'+~ ~ ~:~-=z. . 4' ~ + ~ ~ / ~ r ~ ~~2 '-~i FENCE DECIDUOUS TREE t: ri+ ' ' 1r'` r ~ r .ti': ~ r~ ~r ~ / ~a- j SANITARY SEWER MANHOLE ~ 2-~ ,t / k' ti~ h, / 1. , ~ ~ ~ _ ~~3i~ f/ , `iY~ r v CONIFEROUS TREE . ,~itiiv'r:? •rhrtin~i. ,..fir ~ ~ _ ~ ~ ~ ~ REMOVE CURB 1. 1 ~ ~ ~ , 8 GUTTER 1 ~ ~ , ~•1 ~ ~ ~ FI HY ~ RE DRANT ~ _ DENOTES STRUCTURE OR 10250 Valley View Road, Ste 123 ~ ~ ~ ~ f ~ ~ , ~ _ GATE VALVE INVERT SHOWN PER AS-BLJ~T f PLANS FROM THE CITY OF Eden Prairie, MN 55344 952.646.0236 ~ , ~ ~ ~ ~ . 1 ~ 1 ~ C~ ~ EAG,AN (NOT FIELD LOCATED) O~v_R POLE ~ evs-eng.com ~ --I ~ ~I i ~ r v ` r/ ` ~ M - PROTECT 9' Or 18" RCP ~ ~ ~ - ` ' - , ~M/ DEMOLITION LEGEND . STORM PIPE SEE V , L TY ~ ~ , , ~ ~ PLAN FOR CONNECTION) « ~ ` ~ , RELOCATE ~a,;> _,~C~ _ _ _ _ 1, LIGHT POLE ` ~ > . ~ _ _ _ ~ t ;r _ , ,1 PAVEMENT REMOVAL ~ . ~ - . ~c ~ ~ ~ , ~ ~r ~i~~;~or'c file ~ ~ 1~,v ~ _J J 1~ f- ~ _ / ~tr~~~,ic rile pravlc~d to ~s~orsibility of he Uses _ q~~alitd's _ - O _ _ r~, - ~ ~ _ _ , . ~ ~ ~ GRAVEL REMOVAL , ' ~ ~ ~ D ~ ~ o,,t,~n~ ~u~l~, ~~f`~~ ~i ~ ~ '.,_.i ; ~ ~ _ SAV'~~CUT PAVEMENT - r ,y= . ~ ~ ~ REMOVE r ~ ~ , \ - ~ ~ REMOVE SANITARY .I - ~ SUBSURFACE DRAIN • j ~ SERVICE _ ~ ~ , ~ P~!euak E io:e' ~9 TREE REMOVAL (SEE LANDSCAPE PLAN FOR TREE REPLACEMENT) .5.. P"~ P~2SA01i E~gio2e = r,r .i ~ linnescta C,_ ♦ ~ - / ~ _ ~ I~ J / \ - ~ ~ ~ y ~ ^y ~ r C.'~ r~~ FENCE REMOVAL ~ r / _ 1 / _ ~ P~ame _.V~ - Name / ~ ~ ~ _ I / / ~ - i , : / / / , • _ ~ J l Date 04/08/13 , ` , , UNDERCRO'~ND UTILITY REMOVAL COORDINATE vvlT'~~ 200.CU - ~ - , Date 04/08/13 Reg. No. 46607 Issued For r . ~ ' REM01!E OVERHEAD UTILITY INCLUDING NORTHERN MOST POWER POLE' Issued For BR CK & GROUT NE / / / / / / / ~ I~,~, ~ J ~ i ( ~ _J Item A REVIEW .i~ Q Item Date QA REVIEVI,~ 09/07/12 DOGHO!JSECLOSED / / • " J / / ~ - ~ , ~ / , ~ ~ r / / i _ / / f ' ~ CD ISSUE REMOVE TOP TIERS OF RETAINING WALL TO FIRST LAYER OF CD ISSUE 09/21/12 ADDENDUM N0.1 10/02/12 / ` / / ' ~ / / / , REINFORCEMENT ADDENDUM N( PROPOSALREQ r PROPOSAL REQUEST 1 04/08/13 / / / / - J CURB REMOVAL E ~ / REMOVE 16" WATERMAIN AFTER THE . r / ~ _ _ / ~ INSTALLATION AND CONNECTION OF 1 er I r / ~ THE PROPO•~~D OFFSET WATERMA N - / / r / / ~ ~ / / / / ~ / / / > . ~ - _ r - / / ~ / / - / ~ / _ _ _ ~ - / / j, / r - , ~ ~ . . '~'J A P~J LL / / ~ / / _ / _ ~ ~ - ~ ~ R ,J / / , r _ / / / J ~ ~ _ / r _ / / ; / / / , / / r / ~ _ _ SAWCUT BITUMINOUS / . / SEE SITE PLAN FOR PROPOSED CURB i / Date Date Drawn 04/08/2013 04/08/2013 B M J Comm. No. 3.2010009.06 Comm. No. C"ecked 3.2010009.06 DEZ Sheet Title Sheet Title EXISTI CONDI EXISTING SITE CONDITIONS & DEMOI 1 DEMOLITION PLAN E ~ c H o~ ~3 1 Sheet No. Sheet No. EXISTING SITE CONDITIONS & DEMOLITION PLAN Lr 1 a e3Lz m v p 20 40 Know what s 2 OW. 201 200mCX ~c j Cal before you dig. SCALE IN FEET 4 5 6 7 CITY P CITY PROJECT NO. 12-H 4 5 6 GENERAL NOTES 1. UTILITY LOCATIONS TO BE FIELD VER'FIED PRIG F r~ R TO ~X~AV,4T .,N;C,ONSTRUCT ON - ANY DISCREPANCIES ARE NOTED, THE O'~NNER OR ;ti{ O~tiNER'S REPRESENTATIVE S~0'~_~ ''"`r' BE IMMEDIATELY NOTIFIED FOR RESOLUTION. `ti`'`~`~~' i.. 2. ALL UTILITIES SHALL BE INSTALLED A - CCORDING TO CITY RtOUIREMENTS. A - - - - 3. ALL UTILITY CONNECTIONS ARE TO BE S C~EDULED AND COORD!N4TED WITH THE C'TY. _ _ 'J~'ATER MAIN NOTES; _ _ _ - _ _ EAGA ; NJ 1. CONTRACTOR 15 RESPONSIBLE FOR C04~~_`/I~ oG _ NG TO THE S ~C~FICATIONS OF THE LOCAL ?AGAN BUS AUTHORITIES WITH REGARDS TO MATER~A~S ANC INS ' ' i ~r GARAGE TA~~AT ON OF THE YVATER MAINS, GARAGE - 2012 2. CONTRACTOR SHALL NOT INTERFE G RE WITH ANY RA.DIN _ WATER MAIN BELONGING TO THE CITY - UNLESS DULY AUTHORIZED TO DO SO BY THE CITY ~RA.DING & SOILS coR REC 3. A MINIMUM VERTICAL SEPARATION OF 1 8 INCHES IS REQUIRED AT ALL JVATER MAIN AND SEWER MAIN. MINIMUM HORIZONTAL SEPARATION OF 10 FEET IS REQUIRED ~~RRECTIO N BETWEEN _ _ . ALL WATER MAIN AND SEWER MAIN. 4 ALL WATER MAIN TO BE DUCTILE IRON C LASS 52, WITH 7,5 FOOT MINIMUM COVER. EIGHT MIL (8 MIL) POLYETHYLENE PLASTIC SHALL BE bNRAPPED AROUND THE D PIPE FOR PROTECTION UCTILE IRON 5 EXISTING 16" DIP UVATER MAIN -THE C ONTRACTOR SHALL EXPOSE THE TOP OF THE CLOSE VALVE FOR WATERMAIN AT THE TVVO LO CATIONS AND PROVIDE THE ELEt/AT ON OF THE TOP OF THE HYDRANT RELOCATION WORK WATERMAIN TO THE _ _ ~ CNGINEER. _ _ , STORM SEWER NOTES.. B 1 CONTRACTOR IS RESPONSIBLE FOR COMPLYING TO TH E SPECfFICATIONS OF THE LOCAL AUTHORITIES WITH REGARDS TO MATERIALS AND INSTALLAT ON OF THE STORM SEWER, 2 STORM SEWER PIPE SHALL BE REINFOR CED CONCRETE PIPE (RCP) CLASS III WITH 380 St. Peter Street, Ste. 600 Saint Paul, MN 55102 WATERTIGHT JOINTS. _ 3 TEMPORARY STORM SE~rJER P!P 651.22.3701 E AND CATCH BASIN IS TG ? F RO ~L NT ~ ~4 DRAINAGE OR THE FUTURE BUILDING FOOTPRINT uNT~L CONSTRUCTION FOR THE BUILDING PROCEEDS THE EMERGENCY OVERFLOW MUST ALSO BE b~:~~or com - - CONSTRUCTED TO PROVIDE POSITIVE DRAINAGE AWAY FROM THE EXISTING B UILDING. Consultants sultants 1,= LEGEND ~ .ti t' 1 ~1 tt' y :tl:. {f.,t~ » DENOTES PROPOSED ST "Y• • 'dk ORM - SEWER PI ::~:n:•. •w~ ' ;:eft t ,r. .,ti r~ . '#~~r:l DENOTES CATCH BASIN MANHOLE 2 • • • 212 f'•:{$$f~~t$$; tip: :~f ~ yh{•, ~uu.,r ' TEMPO RY R? ,~`rrBMFI#1~3 ~ . ~U7URE' 'RIM=782:14. 4 ~ X :1~' . 1~ 10250 Valley View Road, Ste 123 FFE=784.0 - 0 1NV (SW)-778.71 ~(>4RCHJj~~TURAL FFE=100'-0" ~ Ec DENOTES STORM SEWER MANHOLE 9~ Eden Prairie, MN 55344 212 e1' 9 52.646.02 36 evs-eng.com 193'-18".RCP L, 0.50° /o I DENOTES PROPOSED WATER MAIN PIPE 4 (EXISTING) CONSTRUCTION LIMITS DENOTES PROPOSED BUTTERFLY VALUE 4 AREA OF DISTURBANCE 212 _ 11'-15" RCP ~ 0.46% STMH#100 00 - - - _ , e'ectronic t~'e or may 0`:' R-1792-FL CASTING (SOLIp) I'4~, L RIM=782.72 , ' ~J °~:6" BUTTER FUTU ~ o ~ ~ ~ REBUILDING ~X~ ANSION n„ ~ ~ - I= - - - ~•t6" BUTTERFLY ~ s.,~e { ,~~cr~r~~ c ~ ie provided to se~ ~ : a s^ ~ ~s,nor5lbiii!v of "•ie i;F.r NV SE =777.50 ` Q ( ) ~ VA NV (SW)=769,22 ` G, VALVE . ~~~r :ONNECT,TO EXISTING 16"DIP ? To'd~1M=XXX X TOP OF WATERMA N ELEVATI 18'- 6~`~. I 0 1 ~P N D _ : 7 7U~lin C' . 18-16 71P- - o / 45 BEND 9 COORDINATE WITH CITY D' BEND 8- ¢ ~S" EX STING CBMH#103- ~ ToWM=775.0 T%iN=XXX.X TOP OF WALL EL EVATION f - B,1JU=XXX.X BOTTOM OF WALL AT GRADE ELEVATION ~e>9,K i • . *B.,~,A,'=XXX.X BOTTOM OF WA'_' BELOW SUBGRA _ NEW R-3067 CAST NG CA ~ ADJUST RIM=782.60 0 IN - •`SOo VINE)-76910 o STMH#1 DE ELEVATION _ R-179 G CASTING (GRATED ) RIM. 83.64 TIW=784.0 I SE 777:94~' ) V (NE =78.19 10.0 ) BIW=784,0 G Date 04/08/13 -~r B(W=774.0 04/08/13 Reg. No. 46607 1N1~ NW =777:99 ( ) TIW=784.7 ` . FUTURE UNDERGR,OUNp Issued For i For - ~ \ G BIW-784.7 ~ FUEL TANKS U -4- Item Date A REVIEW CD ISSUE :VIEW 09/07/12 SUE 09/21/12 E C' CONSTRUCTION L M TS r AREA OF DISTURBANCE \ \ ~ ADDENDUM N0. 1 PROPOSAL RE VEST 1 NDUM N0. 1 10/02/12 SAL REQUEST 1 04/08/13 ~Q. . \ o E 3 G ~ ~ ~ 5.0' MIN. ~ ~ " ° g~ MODULAR BLOCK 211, ' RETAINING WALL FOR ~ ~ 99-15 RCP @ 0.50% ~ TNV=789.7 ` ~f- CBMH#102 ~ OFFSET WATERMAIN B1W=783.5 R-3067 CAST.~iJG O - TNU-791.; - RIM=781 79 - B/1N-782.4 TNU=791.3 ' B/Yd=782.6 , ~ . INV (NW''~'l8.48 - BIW-774 2 t` MODULAR BLOCK ~ ' *BIVII=774.0 RETAINING WA 211 ~ LL ~ 16 50' 4 INSULATION ' oWM=775.0 , NEW RIr~T,O~'vVk ~ k . r~~~ Ev SOP'%. 4 MODULAR BLOCK ~`ii,;~; ON A FUL',- 211 CONSTRUCTION LIMITS RETAINING WALL FOR 'T/IN=794.3 AREA OF DISTURBANCE WATERMAIN ENCASING 71TS - - :NCE F ~;t _ ~ T WM= BNU=782:5 18 -16 DIP o 787 7 ~ , , . *BIW=774.0'.. 45 BENDS (2), Ct)NNECT TO EXISTING 16" DI C ~ OORDINATE WITH CITY i 16" BUTTERFLY VALVE 04/08/2013 D. ra! Vn 013 BMJ Tornm. 'Vo. Vo. Checked 3.2010009.06 09.06 DEZ Sheet T tie t' e UTILITY PL) ILITY PLAN E m Lr, 0 03 c~ i H s UTILITY PLAN T ~ Sheet H3L dm 0 20 40 _ Know what s e ow. 200mi ■ - 3 4 a before you dig. 5 SCALE IN FEET y 6 7 CITY PROJECT Ni CITY PROJECT NO. 12-H ~ 3 4 S 7 . VARIES (MIN. 10'-8") - CHAIN LIB S (MIN. 10'-8") NUMBER AND POSITION OF CHAIN LINK FENCE LINE REINFORCEMENT 1 - CAP BLOCK SLOPI NO Rl GRIDS VARIES D + ~ ~ EPENDING UPON JvALL HEIGHT SLOPE MAY VARY, BUT PROPERTY (SEE MANUFACTURER'S RECOMMENC ATIONS) WALL " ' NO RUNOFF ALLOWED LINE _ - ~ OVER - - _ ~ FREE DRAINING OVER WALL IF NECESSA BATTER F RY, INSTALL TEMPORARY AGGREGAT~ , SWALE SHEETING TO PROTECT THE EXISTING :y:;:;#,:;;;;;:' }ti tit s}+~y'}} ; ti. }ti ~ i,' , . u „ • 16" WATERMAIN. THE CONTRACTOR TE MPORARY TURF OR ' IS RESPONSIBLE FOR THE REMOVAL FIN . • I AL LANDSCAPE ROCK • ~ ' i}}; ~.i~yt.;:;i}:; NUMBER AND POSITION OF REINf ORCEMENT GRIDS VARIES DEPENDING UPON ~NALL HEIGHT , ~ - OF THE TEMPORARY SHEETI - ~ NG. ~ ~ A ~ EXISTING 16" DRAIN TILE (4" DlA ) (SEE MANUFACTURER'S RECOMMENDATIONS ~ WALL , • ~ F DIP WATERMAIN UTURE RODENT ~ ~ CURB & G BATTER EXC - " EXCAVATION UTTER SCREEN + ~ 10' UNLESS sHOWN' ~ EAGAN FUTURE RIGID PAVEMENT OTHERWISE ( ~ f PN THE PLAN 2~;o BW FINISHED GRADE ~ PAGAN BU S T~~~~~ RAIL n n GARAGE i i iARAGE - 2 012 E . ~ GRA_DII~ . ~~.t1=F~M'H'J~D ~ I OFFSET' FRO CORRE( ~RA.DI NG & SOIL S ~ORRECT ION . FREE DRS 2" VAR - . AGGREG~ IE5 (MAX. 13' 0') . _ ~ • FREE DRAINING ~ M ALIGNMENT I I FINISHED GRADE AGGREGATE (VARIES) I ~ THIS CONTRACT •..a L - - , i F TIES AT ~ ~ . . EXISTING W ~ ~ ATERMAIN ; SECONDARY ~ DEPTH VARIES RODENT ''a ' DRAIN TILE {4" DIA~) ~ SCREEN ~4"pC - - I 42" i; ~ MINI DAYLIGHT SECO MUM 7.5' NDARY • ` ~ ' ~ ~ DRAINTILE GE A _ _ OSY _ M T - ETRIC MA OF X. 5 ' COV 0 ER -r • - ' ' GEOSYMETI , I,'. REINFORCEN ~ INTERVALS ALONG REINFORCEMENT ~ GEOSYMETRIC I _ _ _ 'v'UALL AI IGNMENT ( _ _ REINFORCEMENT - - - • i FUTURE TEMPORARY TURF OR C''~~ ~ FINAL LANDSCAPE ROCK . I BOCK TO PROTECT VARIES • ~ r';~ DAYLIGHTED DRAIN TILE PROPOSED 16" GOMPAGTED GRANU'_AR BASE I.::~`:. CURB & GUTTER _ - 10' UNLESS SHOWN ~I` DIP'JVATERMAIN 2 HORIZ ~ REVIEW GEO B ~ TECHNICAL REPORT 1 VERT FOR SOIL CORREC ~ TION rUTURE OTHERWISE ON THE PLAN TENSION','v'RE RIGID PA~,'EMENT Bbrv' - ( FINISHED GRADE 2% DRAIN TILE 4"DIP ~ ~ 1 VARIES _ AIN TILE {4" DIA' ~ ~ 1 1 NOTES: 10" ? _0~ I : ; ~ 1. RETAINING WAL'~ ALIGNMENT IS DEFINED BY THE POINT LABEL ~ R. ED BV'v FOR 380 St. Peter Street, Ste. 600 Sant Pau , MN 55102 0~, VARIE, • ~ BOTTOM OF WALL AT FINISHED GRADE. V ~ ARIES _J 2. h51.?22.37Q1 b~~~'br.com - FINISHED GRADE - • ~0' MAX THIS CONTRACT CONTRACTOR TO DETERMINE OFFSET FROM ALIGNMENT FOR BOTTOM _ COURSE # OF COURSES BEL ( OW FINISHED GRADE x OFFSET PER COURSE). ?OST _ 'V= ='OST 4. 4" INSULATIO N 3. SECONDARY DRAIN TILE PROVIDED TO RELIEVE HYDROSTATIC PRESSURE Consultants ~F; IN THE EVENT THAT THE PROPOSED 16" WATERMAIN IS EXC nsuitants "`:-'EVJ GEOTECHNICAL REPORT C~~,.~gpA"T FOR SOi~ CORRECTION ~ ED GRANULAR BP FOR ACC ~ i i, AVATED TO E5_ IN THE FJTuRE. GRANULAR BASE ' 4'x15' - 4" iNSULATiON ALONG JJATERMA ~ ' r IN ~tNTcRtD VERTICALLY GN ' WATERMAIN AND LONGITUDINALLY AT CBMH #102.OVERLAP S EAMS . 1 1 2 211 211 NOT TOSCALE 211 C ~ NOT TO SCALE :tiff ~ r}. fit„} 1 A.i r}+ J. FENCE LINE gW 1 ,...v., NOT TO SCALE .....5.: • V:. yy: :.lr' 5 1y.1.Lti}• 2 1 ~ 1 11'.•.1! S'vUALE - _ _ 1 _ - I - :r I I I . ___-_~_..~~__.-_L_._~ 10250 Valley Vie~v Road, Ste 123 •:,I• I ,I ~ i I - , I I I I ~ 1 . ti,~; Eden Prairie, MN 55344 952.646.0236 ~ ~ • evs-eng.com ~ A~==SOX =10.8' _ _ _ _ GEOSv^e1ETRIC • REINFORCEMENT I VARIES COMPACTED GRANULAR BASE ARIES ~ TEM°ORARY TuR= OR ~ STABLE SLOPE - FINAL ~.ANDSCAP_ ROCK _ ~ ,~v!~ied to G _ _ - ~ ~ VARIES 3JV DRA'~N TILE f4' DIA , , - A ~ . , i ~ ~ , VARIES ~ - ~ ~ P~o(ES4o~ E~gioee . ~ / Name • ne SECTIQN A- • A COMPACTED GRANULAR BASE Date 04/08/13 ~iaN A-A - 04/08/13 ?e~.No. 45607 Issued For ed For ' PROPOSED 30" RCP ENCASING PIPE 1 • ~.~1 Item QA REVIEW ~ Date REVIEW 09/07/12 1 • CD ISSUE ISSUE 09/21/12 t - - ADDENDUM N0.1 - - - PROPOSALREQUESI )ENDUM N0.1 10/02/12 iPOSAL R~UEST 1 04 08113 E ~?G~OSED 16" U ~';^~ATERMAIN , ~ BRACING AN S PP F P REVIEJ~! GEOTECHNICAL REPORT PROVIDE D U ORT OR PI E PER A =0R SOIL CORRECTION MANUFA~~T~RE=~S RECOMMENDATIONS 1 4 . 211 NOT TO SCALE .-,~~~1 G date ~ra*n 04/08/2913 3j2013 BMJ Come. ecked 3.2010009.06 Sheet ?it to .0009.06 DEZ Title CONSTRI DETAILS ONSTRUCTION ETAI LS E " c 03 H c~ 7 N ~Nm rnN Sheet 'i ~ -Q O v~ 'c 211 psi 1 1 - 3 4 5 6 7 CITY PROJEC' CITY PROJECT NO, 12-H i City of aan 3830 Pilot Knob Road Eagan MN 55122 Phone: (651) 675-5675 Fax: (651) 675-5694 Use BLUE or BLACK Ink For Office Use Permit #: 1 Q.)/ Permit Fee: LP 0.0 0 Date Received: 9-9 'If° Staff: 2016 COMMERCIAL PLUMBING PERMIT APPLICATION ❑ Please submit two (2) sets of plans with all commercial applications. Date: 9/6/16 Site Address: 3600 BLACKHAWK ROAD Tenant: EAGAN BUS GARAGE Suite #: Name: MVTA / HEIDI SOLHEID Phone: 952-230-1233 Name: METROPOLITAN MECHANICAL CONTRACTORS License #: PC642833914 Address: 7450 FLYING CLOUD DRIVE City: EDEN PRAIRIE State: MN Zip: 55344 Phone: 952-941-7010 Email: shawn.berger@metromech.us New Replacement Repair ✓ Rebuild _ Modify Space Work in R.O.W. Description of work: (3) OVERHAULS AND (1) ANNUAL TEST COMMERCIAL New Construction Modify Space Irrigation System (_ yes / no) (1 RPZ / PVB) • Rain sensors required on irrigation systems • Avg. GPM (2" turbo required unless smaller size allowed by Public Works) _ Meters Cali (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 $60.00 Permit Fee Minimum $60.00 PVB/RPZ Permit (includes State Surcharge) Surcharge = Contract Value x $0.0005 If the project valuation is over $1 million, please call for Surcharge Contract Value $ 1100.00 _ $ 60.00 =$ 0 _ $ 60.00 x .01 Permit Fee Surcharge TOTAL FEE Following fees apply when installing a new lawn irrigation system $ Water Permit Contact the City's Engineering Department, (651) 675-5646, for required fee amounts. $ Treatment Plant $ Water Supply & Storage $ State Surcharge = $ TOTAL FEE CALL BEFORE YOU DIG. Call Gopher State One Call at (651) 454-0002 for protection against underground utility damage. \ 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 review and approval of plans. x SHAWN BERGER Applicant's Printed Name x Applicant's Signature Page 1 of 3 r For Office Use �, /D/�^- ' 'ti : : e r Permit#: �// XU ,4 :„ ,: , E AGcp- .ter• .X Permit Fee: Staff: 3830 PILOT KNOB ROAD I EAGAN, MN 55122-1810 r- (651) Payment Recvd: Yes No 675-5675 TDD: (651)454-8535 I FAX: (651)675-5694 !E C E I V E�1 Email: buildinoinspectionse,cityofeacian.com Plans: Plan Submittal:er lans(G7cityofeacian.com , FEB 1 1 2013 _Electronic _Paper J • r {1 tJ 2019 COMMERCIAL PLUMING PERMI APPLICATION ) 1:-)Please submit two(2)sets of paper plans with all commercial applications as well as an electronic set of the submittal, submitted via email,CD or flash drive Date: 2llI \.k 0\ Site Address: XQnc \3\Ck_(,A(....._livC_u .)k- ‘2-0G,__A Tenant: VT1 - GLr-�G�� c�ltiS e-,-,_c-k--1--r-----ca-c- Suite#: Property JJ c} Owner Name: ?, t___ i,Fe-i),-v'1-L Q Phone: lo i L- l g 3- 5 3q O • Name: .¢.,tvUi)OLt ,vi MC-cAcTAtliirtt., License#: -C 42g33c( H Contractor C overt v- -vf-15 S Address:l- ('? El L(, irrl 0.000( D)' City: FLEE-Vi PrCL v i e. State:MkJ Zip: SC�yLI Phone: 2 -9 LI 1 _1 O 1 L) Email: LV ±Zt • I UZ.-Vl l�a W VYIP_1Y0 ratc-1-1 . u S • New Construction Addition Modify Space /;Replacement Repair Rebuild Work in Right-Of-Way Description of work: I -)I)jct f(i) y2PZ Type of Work (� Irrigation System C—yes/_no)( RPZ/_PVB) • Rain sensors required on irrigation systems • Avg.GPM (2"turbo required unless smaller size allowed by Public Works) Meter Required-Call Utilities at(651)675-5646 to verity tests passed prior to picking up meter. Domestic:Size&Type Fire: 1 Average GPM High demand devices?_Yes_No Flushometers_Yes_No COMMERCIAL FEES Contract Value$ x.015 $60.00 Permit Fee Minimum PVB/RPZ Permittinsl�ides State Surcharge) $ Permit Fee Surcharge=Contract Value x$0.0005 $ Surcharge If the project valuation is over$1 million,please call City for Surcharge $ ( L() • Di) TOTAL FEE The following fees may apply when installing a new lawn irrigation system or $ Water Permit connecting a new water service. $ Treatment Plant Contact the City's Engineering Department,(651)675-5646,for required fee amounts. $ Meter Fee $ Radio Read $ I State Surcharge =$ `•(2 C) 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 wwvv.citvofeaaan.com/subscribe. CALL BEFORE YOU DIG. Call Gopher State One Call at(651)454.0002 for protection against underground utility damage. I hereby acknowledge that this information is complete and accurate;that the work will be in conformance with the ordinances and codes of the City of Eagan;that I understand this is not a permit,but only an application for a permit,and work is not to start without rmit;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 VX\-5V-(A- \(,t `f,A -) x Applicant's Printed Name A e Page 1 of 4 t-rem-prp2-17 · LB 1491 · 5/12/22 May 16, 2024 VIA EMAIL Vicky Loehrer Minnesota Valley Transit Authority - Eagan 11550 Rupp Dr Burnsville, MN 55337-4887 RE: Petroleum Tank Release Site File Closure Site: MVTA Eagan Bus Garage, 3600 Blackhawk Rd, Eagan, Dakota County 55122 MPCA Site ID: LS0021963 Dear Vicky Loehrer: The Minnesota Pollution Control Agency (MPCA) is pleased to let you know it has determined your investigation and/or cleanup have adequately addressed the petroleum tank release at the site listed above (the Site). Based on the information provided, the MPCA has closed the petroleum tank release site file. The closure of the petroleum tank release site file means the MPCA does not require any additional investigation and/or cleanup work at this time or in the foreseeable future. Please be aware that file closure does not necessarily mean that all petroleum contamination has been removed from this Site. However, the MPCA has concluded that any remaining contamination, if present, does not appear to pose a threat to public health or the environment under current conditions. The MPCA reserves the right to reopen this file and to require additional investigation and/or cleanup work if new information, changing regulatory requirements, or changed land use makes additional work necessary. If you or other parties discover additional contamination (either petroleum or non-petroleum) that was not previously reported, Minnesota state law requires that the MPCA be notified immediately. You should understand this letter does not release any party from liability for the petroleum contamination under Minn. Stat. § 115C.021, subd. 1 or any other applicable state or federal law. In addition, this letter does not release any party from liability for non-petroleum contamination, if present, under Minn. Stat. § 115B, the Minnesota Environmental Response and Liability Act. Please note that as a result of performing the requested work you may be eligible to apply to the Petroleum Tank Release Compensation Fund (Petrofund) for partial reimbursement of the costs you have incurred in investigating and cleaning up this petroleum tank release. The Petrofund is administered by the Petroleum Tank Release Compensation Board (Petro Board) and the Minnesota Department of Commerce. To learn more about who is eligible, the types of work, and the amount of reimbursement available, please contact the Petrofund at 651-539-1515 or 800-638-0418. If future development of this property or the surrounding area is planned, it should be assumed that petroleum contamination may still be present. If petroleum contamination is encountered during future development work, the MPCA should be notified immediately. Thank you for your response to this petroleum Vicky Loehrer Page 2 May 16, 2024 tank release and for your cooperation with the MPCA to protect public health and the environment. If you have any questions regarding this letter, please contact me, Artie Dworak, at 651-757-2870 or by email at artie.dworak@state.mn.us. Please reference the above MPCA Site ID in all correspondence. You may also reach the MPCA by calling 651-296-6300 or 800-657-3864. Sincerely, Artie J. Dworak This document has been electronically signed. Artie J. Dworak, P.G. Project Manager Remediation Division AJD:kg cc: Beth VanHoose, City of Eagan (electronic) Hugo Searle, Eagan Fire Department (electronic) Nikki Stewart, Dakota County Environmental Services (electronic) Kevin Pierson, The Javelin Group, Inc. (electronic) Chris Loch, Carlson McCain (electronic)