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2985 Ames Crossing Rd V Use BLUE or BLACK Ink ---------I I For Office Use I I ` I /10 7. I City of Eata~ I Permit#: I 3830 Pilot Knob Road i Permit Fee: - / Eagan MN 55122 Date Received: Phone: (651) 675-5675 I - I Fax: (651) 675-5694 I Staff: - - - - - - - - - - - - - - - - - - 2012 COMMERCIAL BUILDING PERMIT APPLICATION Date: 9/5/12 Site Address: Corner of Ames Crossing Road and Shanahan Way Tenant Name: MISO (Tenant is: X New/ Existing) Suite N/A 9 Former Tenant: N/A Name: Boulder Lakes V LLC Phone: 651-406-8050 PROPERTY OWNER Address / city / zip: 500 Jackson Street, Suite 200 I Applicant is: Owner X Contractor TYPE OF WORK Description of work: Build shell for new 60,000 SF office/data center Construction Cost: $4,000,000 Name: RJ Ryan Construction, Inc. License Address: 1100 Mendota Heights Road city. Mendota Heights CONTRACTOR State: MN zip: 55120 Phone: 651-365-7014 t Contact: Aaron Waller Email: awaller@rjryan.com Name: Zimmerman Architectural Studios, Inc- Registration 18879 ARCHITECT/ Address: 2122 West Mt. Vernon Ave. City: Milwaukee ENGINEER State: WI zip: 53233 Phone: 414-225-0844 Contact Person: Jay Knetter Email: jay.knetter@zastudios.com Licensed plumber installing new sewer/water service:Not available at this time Phone '76 3 'F9? •'&_1T W - ~ x ; NOTE. Plans and supporting documents that you submit are considered to be public information. Portions of the information may be classified as non-public if you provide specific reasons that would permit the City to conclude that the are trade secrets CALL BEFORE YOU DIG. Call Gopher State One Call at (651) 454-0002 for protection against underground utility damage. Call 48 hours before you intend to dig to receive locates of underground utilities. www.gopherstateonecall.org I hereby acknowledge that this information is complete and accurate; that the work will be in conformance with 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; at the work will be in accordance with the approved plan in the case of work which requires a review and approval of plans. x A A x Applicant's Printed Name Applicant's Signature Page 1 of 3 DO NOT WRITE BEL~W THIS LINE /073 6UB TYPES Foundation _ Public Facility _ Exterior Alteration-Apartments J 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 e Exterior Improvement Reroof _ Demolish Interior Alteration _ Repair Windows _ Demolish Foundation Replace _ Water Damage Fire Repair _ Retaining Wall Salon Owner Change *Demolition of entire building - give PCA handout to applicant DESCRIPTION 0.1 Valuation 000 000 Occupancy 8 MCES System Plan Review ✓ Code Edition Z067 M58c SAC Units /7 (25%_ 100%_) Zoning City Water Census Code Stories Booster Pump # of Units D Square Feet /oO,000 PRV # of Buildings Length Fire Sprinklers Type of Construction ~'tg Width RE UIRED INSPECTIONS Footings (New Building) ~Sheetrock Footings (Deck) ✓ Final / C.O. Required Footings (Addition) Final / No C.O. Required Foundation Other: Drain Tile / Pool: Footings -Air/Gas Tests Final Roof: /Decking /Insulation -Ice & Water t_/ Final Siding: -Stucco Lath -Stone Lath /Brick Framing Windows Fireplace: -Rough In -Air Test -Final Retaining Wall Insulation ✓ Erosion Control Meter Size: Final C/O Inspection: Schedule Fire Marshal to be present: Yes No Reviewed By: , Building Inspector Reviewed By: p1✓I , Planning COMMERCIAL FEES Base Fee /7,~f~SG . 7~ Water Quality Surcharge / L7 BO• 4~0 Water Supply & Storage (WAC) Plan Review fez / . B9 Storm Sewer Trunk MCES SAC us-. " Sewer Trunk City SAC 7 DG - v Water Trunk S&W Permit & Surcharge / 15-. " Street Lateral Treatment Plant 6 Zb , #-a Street Treatment Plant (Irrigation) 7 8¢ • 4" Water Lateral Park Dedication 52-1 5-¢2 • ~ Other: L+WOSe*0"wG DAW/T ?/$'©O • ~ Trail Dedication Water Quality TOTA 17, 2 G R Page 2 of 3 • Metropolitan Council D S Environmental Services August 30, 2012 Dale Schoeppner Building Official City of Eagan 3830 Pilot Knob Road Eagan, MN 55122 Dear Mr. Schoeppner: The Metropolitan Council Environmental Services (MCES) Division has determined the SAC to be charged for the wastewater capacity demand for Midwest Independent Transmission System Operator (MISO) to be located at Ames Crossing Road and Shanahan Way within the City of Eagan. The City will be charged 17 SAC Units for this project, as determined below. SAC Units Charges: Office 26,140 sq. ft. @ 2400 sq. ft./SAC Unit 10.89 Meeting Room 7703 sq. ft. @ 1650 sq. ft./SAC Unit 4.67 Warehouse 1156 sq. ft. @ 7000 sq. ft./SAC Unit 0.17 Lockers 18 lockers @ 141ockers/SAC Unit 1.29 Sleep Room (overnight) 1 person x 75 gal./person @ 274 gal./SAC Unit 0.27 Total Charge: 17.29 or 17 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. Sincer , on Cappaert AC Program Technical Specialist. Environmental Services Division KC:kb: 120830AI Determination expiration: August 30, 2014 cc: J. Nye, MCES Peggy Fleck, Eagan (email) Aaron Waller, RJ Ryan (email) www.metrocouncil.org 390 Robert Street North • St. Paul, MN 55101-1805 • (651) 602-1005 • Fax (651) 602-1477 • TTY (651) 291-0904 An Equal opportunity Employer s* City of hp 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: v � v 2012 COMMERCIAL PLUMBING PERMIT APPLICATION ❑ Please submit two (2) sets of plans with all commercial applications. Date: i N17.- Tenant: 1\11 1 Site Address: PROPERTY OWNER Name: M t 5 C Phone: Suite #: Name: 5(.44)64-1)3:E161 MtrtA43i . License #: Address: 2 -2S -I iLU(FIZit, - 9. City: L7 h f 4i1. ?i L State: Zip: S`SC ?- Phone: I 21412 'i'133 3 Email: i (EMMC4.4-' 'eiEy --114.er-4 C.,2)44 TYPE OF WORK Replacement _ Repair _ Rebuild Description of work: 1J)E4- ` 13 at Lbi A y C'MMERCIAL New Construction Modify Space _ Work in R.O.W. Modify Space Irrigation System (, yes / no) ' RPZ / _ PVB) • Rain sensors required on irrigation systems V•vg. GPM (2" turbo required unless smaller size allowed by Public Works) dj�lAMers Call (651) 675-5646 to verity that tests passed prior to picking up meter. Domestic: Size & Type Avg. GPM Mb High demand devices? _Yes COMMERCIAL FEES: $60.00 Minimum (includes $5.00 State Surcharge) Fire: 1 Flushometers ,gYes _No OR Contract Valuue�$ 32S, +90 x 1% = $ 3 2S `t"9 Permit Fee Required on ALL new buildings and boulevard irrigation systems 4 $ -17.°:--?- Radio Meter Read Meter(s) *If the project valuation is over $1 million, please call for the State Surcharge 5.00 State Surcharge* Following fees apply when installing a new lawn irrigation system Contact the City's Engineering Department, (651) 675-5646, for required fee amounts. q/ `. NI/ $- 0 - vi$ _0-- $ -c,- $ _U - Water Permit Treatment Plant Water Supply & Storage State Surcharge = s_ L/Z 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.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 - of to art 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 p x 1111 i YvtkitotJ�, Applicant's Prinked Name x Ap icli'nt's Sig FOR OFFICE USE Approved By: Required Inspections: Under Ground rough -In e-Air`Test _Gas Test Final Date:f 11 / Z PRV'Required:— Yes - No Page 1 of 3 02/05/2013 08:58 FAX 6512929929 40*‘ City of Eaiauu 3830 Pilot Knob Road Eagan MN 55122 Phone: (651) 675-5675 Fax: (651) 675-5694 Schadegg Mechanical tJ0002/0002 �e C'02ocP \Q,,S,Use BLUE or BLACK Ink 0`k L(/ For Office Use /, J (/ ` Sip( XPermit #: I O' 1 q a� CI Permit Fee: Date Received: 2--S-- 13 Staff: 1)---1 2013 MECHANICAL PERMIT APPLICATION 0 Please submit two (2) sets of plans withallcommercial applications. Dater 1/A A / Site Address: 2.64S- /-!'kms C � i h-/-1 Tenant: M `i l Name: Address / City / Zip: Name: Phone: PrYY Suite #: 5C4 rD P=cc7 Mtc-b-- Address: 22.-c"•bid. pi i4e70 j 112- City: 9frtintr 49 State: /14.&./ ZZiip: 07& & Phone: ; �i ( 2'2- —/133 Contact: 1t%t k -c '614440140 -ALS Email: l'ZtC c S ✓ # d 4- cipti License #: New _ Replacement _ Add' Description of work: Nr7Tf_ Rosi mo*inted ti groundattaunted mechanical egtnpmentas n Aectranical Inspector fo(int orruat[on aon et onal Alteration Demolition RESIDENTIAL Furnace I_ New Construction _ Interior Improvement Air Conditioner Install Piping _ Processed Air Exchanger Gas Exterior HVAC Unit Heat Pump _ tinder / Above ground Tank (_ Install / _ Remove) Other COMMERCIAL RESIDENTIAL FEES: $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: $75.00 Underground tank installationlremoval (includes $5.00 State Surcharge) OR Contract Value $ x 1% $60.00 Minimum (includes State Surcharge) _ $ (cC) Permit Fee if the project valuation is over $1 million, please call for Surcharge = $ 5.00 Surcharge* TOTAL FEE _$ CALL BEFORE YOU DIG. Call Gopher State One Call at (651) 454-0002 for protection against underground utility damage. Call 48 hours before you intend to dig to receive locates of underground utilities. www.000herstateonecalt.orq I hereby acknowledge that this information is complete and accurate; that the work will be in qC formance 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 �o sta thout a permit; that the work will be in accordance with the approved plan in the case of work which requires a review and approval of plans. Applicant's irnnted Name TOR—DT.—CEiJSE Required Inspections ;: :iE Under-gr_ound. :;Rough•n re Reviewed By - Date Gas, Service Test In floor_lieat . Final _ HVAC. Screenir g -_ City of Eaall 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: 17-13 2013 MECHANICAL PERMIT APPLICATION xi Pleasesubmit two (2) sets of plans with all commercial applications. / Date: 2- l- 13 Site Address: Z9 S /I L=$ e 4 S/,J , gefvo Tenant: 111 50 Suite #: Address / City / Zip: Name: 5Dtr:71L /iL PJkdfl_ License#: Address: 12-5 rf City: $i. 5r, tait'ift.. State: /1'1,1 Zip: P,^ SS -d `1 Phone: 1e 7- Z % i - q 9 3 3 Contact: K. M AJ L/ ((, it r,J Email: kL4ff+it-4 !nf @ 50il"1itv€t1- Mef. a-el New Replacement Additional teration emoli Description of work: NOTE: Roof mounted and ground mounted mechanical equipment is required to be screened'.by>Ci Code. Pleasecontact the Mechanical Inspector for information on permitted screening'tmethods; RESIDENTIAL COMMERCIAL Furnace j X New Construction _ Interior Improvement Air Conditioner Install Piping _Processed Air Exchanger Gas Exterior HVAC Unit Heat Pump Under / Above ground Tank ( Install / _ Remove) Other RESIDENTIAL FEES: $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) COMMERCIAL FEES: $75.00 Underground tank installation/removal (includes $5.00 State Surcharge) $60.00 Minimum (includes State Surcharge) *If the project valuation is over $1 million, please call for Surcharge = $ TOTAL FEE j �e OR Contract Value $ cD 47, zz x 1 % _ $ c, 4?' . Z.C9 Permit Fee = $ 5.00 Surcharge* =$ 419, 2-0 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.aopherstateonecall.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 the work will be in accordance with the approved plan in the case of work which requires a review and approval of plans. x KO. ,J 601/1724 /A/ Applicants Printed Name x Applicants Signatur FOR OFFICE USE Required Inspections: Underground N ----Rough In Reviewed By: In floor Heat Air Test ?(Gas Service Test .-Final Date: HVAC Screening City of Eaall 3830 Pilot Knob Road Eagan MN 55122 Phone: (651) 675-5675 Fax: (651) 675-5694 Use BLUE or BLACK Ink For Office Use 1761- Permit #: v s O'er Permit Fee: I YS -0 Date Received: 1 13 Staff: 2013 FIRE SUPPRESSION SYSTEMS PERMIT APPLICATION* Date: 2/i b/t3 Tenant: E Suite #: Site Address: 2-985 / vv 5 C- o55i P-CXx 1 Name: %l i `50 Phone: Address / City / Zip: 21€ S ,Av".2-6 Cro s' i w..J .tai a v‘ MINI 551'11 t a Applicant is: Owner Contractor Description of work: '.11,(051-a),t rke)../-j 4- r 5i3:-, n dQr sy 5-1-e.m 5 Construction Cost 1(00, 00 C7 Estimated Completion Date: 91/43 Name: Ake'rY1 re COY/ �r-�,-`teC�[.��,�1 License #: .:, Address: 15105 Zto}`- AN(0.-nvk-e-- City: VI.'tAvkAuPO"t1S State: !1 Ni Zip: 554-P-1 I Phone: C2 a_.- 6'13 -3:-/A 9 Contact: A ..c. Email: C�C`vbt_Dc Gina."Cy\c\ce , tvY"k. FIRE PERMIT TYPE XSprinkler System (# of heads'1W2) WORK TYPE 7(/ New Fire Pump Standpipe _Addition Remodel _ Other: _Alterations_ Other: _ DESCRIPTION OF WORK: 4 Commercial Residential Educational FEES $55.00 Minimum Contract Value $ 1O0, 0 0C, x 1% *If the project valuation is over $1 million, please call for Surcharge = $ I, (Qt C> Permit Fee = $ 5.00 Surcharge* = $ I i (o05 TOTAL FEE 3/4" Displacement Fire Meter - $245.00 = $ 92-I 5 Fire Meter =$1,83 0 TOTAL FEE equirements: 2 complete sets of drawings and specifications, cut sheets on materials and components to be used I hereby apply for a Fire Suppression System permit and acknowledge that the information is complete and accurate; that the work will be in conformance with the ordinances and codes of the City of Eagan and with the Minnesota Building/Fire Codes; that tand 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 accordanceyvyi he app ed plan in the case of work which ,r�e�%quires a review aandd 1approval ,of plans. nd Applicant's Printed Name x ant's Signature citarseop 3830 Pilot Knob Road Eagan MN 55122 Phone: (651) 675-5675 Fax: (651) 675-5694 is t Ct Use BLUE or BLACK Ink For Office Use Permit #: O 1 CDOS 030 51 Permit Fee: Date Received: 4/413 Staff: 2013 COMMERCIAL FIRE ALARgMSPERMIT APPLICATION* aci 4 il - - mss- C`S`I t IC{ / `J , Date: � � � �' Site Address: -- -- � -'�' _ '� 1`�V'r� � , J Tenant: a)1 S U (Ne w '`((`nG0 Suite #: Name: Phone: Address / City / Zip: Applicant is: Owner 'X Contractor Description of work: Flt€. ataon 54S-tYY') F1/49a11 jOh Construction Cost: 4 3, 451 Estimated Completion Date: 5 - 3 i ' 1 3 FJccc.n epan Address: ?to as 13000e Ave. /v Name: License #: T5 000 pR I City: _BVD(Kll n iP ' State: ink. Zip: 55L1 y zB Phone: 7103 - 595 - 31 el ri Contact: haiLe erra i l e v'Wi Email: d e » n e fad @, e jC anCO C tir"rj V New _ Remodel `J Addition Other: Alterations Fire Marti-) jai° /0335 DESCRIPTION OF WORK: Commercial Residential Educational FEES $55.00 Minimum *If the project valuation is over $1 million, please call for Surcharge Contract Value $._..")3, rf - 341.) 7 Permit Fee = $ 5.00 Surc arge* =$ �Yr, 5-11,L=f FEE x 1% *Requirements: 2 complete sets of drawings and specifications, cut sheets on materials and components to be Sed I hereby apply for a Fire Alarm permit and acknowledge that the information is complete and accurate; that the work will be in conforma ce with the ordinances and codes of the City of Eagan and with the Minnesota Building/Fire Codes; that I understand this is not a permit, but only an application for a permit, and work is not to start without a permit; that the work will be in accordance with the approved plan in the case of work which requires a review and approval of plans. x Jbreen Scho(.- Applicant's Printed Name x /J- ie ._ Applicant's Signature 440/ CityofEaail 3830 Pilot Knob Road Eagan MN 55122 Phone: (651) 675-5675 Fax: (651) 675-5694 5 Use BLUE or BLACK Ink For Office Use Permit #: 09 gD- Permit Fee: 140 -( 4 Date Received: 4 7 (3 Staff: / /� 2013 FIRE•�SUPPRESSION nSYSTEMS PERMIT APPLICATION* Date: 4 ' 4 ' ZO'`1 Site Address: Zi 1 VJ AMEs GRusS Jot, OAb M150 Tenant: Property Owner Type of Work Contractor Suite #: Name: 1 V ► 1So Phone: Address / City / Zip: 2l SS Ames CYDSS Ir�� ' tU jan ' M N S's iv Applicant is: Owner Contractor o Description of work: ,nS4oi\1A�ildn o� Ytscla `ye Aultort S's•Ylli Construction Cost: V, 50 °s Estimated Completion Date: (0' I. 1013 Name: CZYtaf C* SiSTernS trw License #: 75 0007 -SS. 4o224 LAI LIAvb Avc J y: &COKPaNK. State: MN Zip: 5528 Phone: liD3 1 MU' 3q&) x 1 Address: Contact: Email: (1QQIu t t1Yei1f1 S.C4rr FIRE PERMIT TYPE Sprinkler System (# of heads _) Fire Pump , tandpipe Other: DESCRIPTION OF WORK: WORK TYPE New _ Addition Alterations Remodel Other: /Commercial _ Residential _ Educational FEES $55.00 Minimum *If the project valuation is over $1 million, please call for Surcharge Contract Value $ '� x 1% _ $ 135.0 Permit Fee = $ 5.00 Surcharge* _$ 140. pi TOTAL FEE 3/4" Displacement Fire Meter - $245.00 =$ Fire Meter = $ TOTAL FEE *Requirements: 2 complete sets of drawings and specifications, cut sheets on materials and components to be used I hereby apply for a Fire Suppression System permit and acknowledge that the information is complete and accurate; that the work will be in conformance with the ordinances and codes of the City of Eagan and with the Minnesota Building/Fire Codes; 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 accorda ^ r e approved plan in the case of work which requires a review and approval of plans. x LEE. PA sthisE1<ER, Applicants Printed Name igna ure 12• 1103% MIS FOR OFFICE USE REQUIRED INSPECTIONS Hydrostatic Flow Alarm Drain Test Rough In Trip Pump Test Central Station Final Conditions of Issuance: Permit Reviewed b Date: • 116, 111(4 I° CityofEaaali 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: 1lbc .7z?:64 2013 COMMERCIAL BUILDING PERMIT APPLICATION Date: 1/18/13 Site Address: 2985 Ames Crossing Road Tenant Name: MISO Name: Boulder Lakes V LLC (Tenant is: X New / Existing) Suite #: N/A Former Tenant: N/A Phone: 651-406-8050 Property Owner Address / City / Zip: 500 Jackson Street, Suite 200 Type of Work Contractor Architect/Engineer Licensed plumber installin Applicant is: Owner X Contractor Description of work: TI Build for new 60,000 SF office/data/control center Construction Cost: $5,000,000 Name: RJ Ryan Construction, Inc. License #: Address: 1100 Mendota Heights Road City: Mendota Heights, MN State: MN Zip: 55120 Phone: 651-365-7014 Contact: Aaron Waller Email: awaller@rjryan.com Name: Zimmerman Architectural Studios, Inc. Registration #: 18879 Address: 2122 West Mt. Vernon Ave. City: Milwaukee State: WI Zip: 53233 Phone: 414-225-0844 Contact Person: • Jay Knetter Email: jay.knetter@zastudios.com new sewer/water service: Voss Utilities & Plumbing Phone #: 763-497-4577 O la - a • s.pp.rti • • -cu e s at ou u it re onide• o • p-bh. in •r :ti• the information may classified as non-public if you provide specific reasons that would permit the City to c ,c. d h: t, • _ e • 0 n 0 t CALL BEFORE YOU DIG. Call Gopher State One CaII at (651) 454-0002 for protection against underground utility damage Call 48 hours before you intend to dig to receive locates of underground utilities. www.gopherstateonecall.org I hereby acknowledge that this information is complete and accurate; that the work will be in conformance with the ordinanc 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 w' hout 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 ans. Aaron Waller Applicant's Printed Name x Aaron Waller Applicant's Signature SEE ATTACHED REQUEST FROM MISO Page 1 of 3 SUB TYPES Foundation Commercial / Industrial Apartments Miscellaneous WORK TYPES New Addition Alteration Replace Salon Owner Change DESCRIPTION Valuation Plan Review (25%_ 100% ✓) Census Code # of Units # of Buildings Type of Construction c_P- G KS-- 14: Cros s r n DO NOT WRITE BELOW THIS'LINE Public Facility Accessory Building Greenhouse / Tent Antennae V Interior Improvement Exterior Improvement Repair Water Damage DOa 000 -- 4, 1 ,7l'8 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 ,.% Framing Fireplace: _Rough In _Air Test Final Insulation Meter Size: Final CIO Inspection: Schedule Fire Marshal to be present: Reviewed By: Cfi , Building Inspector Reviewed By: 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 MCES System 1/� G SAC Units DI P.LEV/Oti tq 601.1-&-7150 City Water ✓ Booster Pump PRV Fire Sprinklers ✓ ✓ ,Sheetrock V 'Final / C.O. Required Final / No C.O. Required Other: Pool: _Footings Air/Gas Tests Final Siding:•Stucco Lath Stone Lath _ ick Windows Retaining Wall Erosion Control 'Yes No , Planning COMMERCIAL FEES Base Fee 2I 95e- •75' Surcharge I I Coo. 0.040 Plan Review / '1, 211 •84/ MCES SAC City SAC S&W Permit & Surcharge Treatment Plant 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 31, 77E. • G Page 2 of 3 Craig Novaczyk From: Amy Griffin Sent: Wednesday, February 13, 2013 1:55 PM To: Craig Novaczyk; Mike Lence Subject: FW: MISO From: Cappaert, Karon [mailto:Karon.Cappaert@metc.state.mn.us] Sent: Friday, February 08, 2013 2:54 PM To: Dale Schoeppner Cc: Amy Griffin; 'awaller@rjryan.com' Subject: MISO Dale, I have reviewed the updated plan for the Midwest Independent Transmission System Operator and I have found no changes that will affect the SAC Charges. METROPOLITAN COUNCIL Karon Cappaert SAC Program Technical Specialist 1 MCES Finance karon.cappaert a..metc.state.mn.us P. 651.602.1118 1 F. 651.602.1030 390 North Robert Street 1 St. Paul, MN 1 55101 1 www.metrocouncil.org/environment/RatesBilling/SAC Program.htm 1 City of Eapil 3830 Pilot Knob Road Eagan MN 55122 Phone: (651) 675-5675 Fax: (651) 675-5694 r For Office Use Permit #: t 03-1 Permit Fee: 399 • 9-1 Date Received: -I 3 Staff: I' L 2013 MECHANICAL PERMIT APPLICATION RI Please submit two (2) sets of plans with all commercial applications. Date: rr' l - 2..01a Site Address: 2.9 g 5 Antes eCb.5soln 'Raa Tenant: '� 1 so ovtdec `f.P Suite #: Resident/Owner _< ' Name: M 1 o- ?)..1cLer Lq‘e,e V Phone: Address / City / Zip: Contractor �r 6f* ,�,,��// Name: /H 1 r�rtes tz TT SLEU►ti JeRtlto License #: LI.D Address: (.0832- 39i --A krv.._ tJ E City: fYi , An ee,r eis State: /31'l Zip: s 542. I Phone: 'lie 3 *7 a 51 cl 1 Contact: an Email: ,S y IV')e.k. in soy\ G r\ v\. pe,4(-(1:1 , e ow/ . - Type of Work : i4 New Replacement Additional Alteration Demolition Description of work: n\\ to k ��kY F�.t c hk 4- bow, P,,., ILIa„, ke. r mechanical equipment is required to be screened sy City, Inspector for information on permitted screening methods. NOTE: Roof mounted and ground mounted Code.Please contact the Mechanical Permit Type RESIDENTIAL Furnace COMMERCIAL New Construction Interior Improvement Air Conditioner Install Piping Processed — Air Exchanger Gas Exterior HVAC Unit Heat Pump X Under / Above -ground Tank (°114 Install / _ Remove) Other RESIDENTIAL FEES: $60.00 Minimum Add-on or alteration to an existing unit (includes $5.00 State burned out appliances, ductwork, etc.) (includes Surcharge) $5.00 State Surcharge) _ $ TOTAL FEE $100.00 Fire repair (replace COMMERCIAL FEES: $75.00 Underground tank installation/removal $60.00 Minimum (includes (includes $5.00 State Surcharge) State Surcharge) over $1 million, please call for Surcharge OR Contract Value $39 1 Li , 0 0 x 1% i = $ Permit Fee = $ 5.00 Surcharge* *If the project valuation is _ $ TOTAL FEE CALL BEFORE YOU DIG. Call Gopher State One Call at (651) 454-0002 for protection against underground utility damage. Call 48 hours before you intend to dig to receive locates of underground utilities. www.gopherstateonecall.orq I hereby acknowledge that this information is complete and accurate; that the work will be in conformance 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. W"- ' Y� x Rt4 ci ii vl v ,c l 1'1c Applicant's Printed Name -FOR OFFICE -USE Required Inspections: Underground ` Rough In Air Test Gas Service Test In -floor Heat yfinal HVAC Scree cant's S - • - • re Reviewed By: S 1 Date: 5 0 10 00 0 10 0 2 For Tank Inters Tank Straps 16 3/4(TYP) Tank Deadmen Ancho 0 I jS 0 a P') N (!7 d' 1 co N CJ 0 N N v W c I z2_ N N _ 0 a > -o Q o 0 _ Qo 0 al 5, cci co m Nz O C N 0 0) &) DESCRIPTION 4'NPT MONITOR FITTING 4'NPT SERVICE FITTING WITH 12' x 12' STRIKER PLATE 22°DIA MANWAY WITH 5-4'NPT FITTINGS IN COVER & 4-12' x 12' STRIKER PLATES 42"DIA x 36'HIGH CONTAINMENT SUMP WITH 26'DIA LEVER LOCK WATERTIGHT TOP MONITOR PULL STRING 18' PREFABRICATED CONCRETE DEADMEN HOLD DOWN STRAP LOCATION N 0 N N N O x Advantages • A time proven material, Nylon 12 has been the primary layer of APT pipe for more than 12 years. Preferred by the world's largest auto makers, the fuel line material contains no polyethylene. • No possibility of piping layer delamination due to the layered piping construction of high-grade material. • Biofuel approved (E85 and biodiesel). XP Pressure and Suction Product Piping The 1" size of APT piping can be used in both pressure and suction applications, and is ideal for providing remote feed and fill for heaters, boilers and emergency generators. The 1 Y2", 13/4" and 2" sizes of APT product piping can be used in both pressure and suction applications, and are ideal for underground service station fuel delivery systems. The D -Series piping is a single wall, direct bury piping, while the SC -Series piping provides additional environmental security as a secondary contained direct bury pipe. Both feature controlled flexibility, even in low temperatures, permitting fast, easy installation. Reel Size Inches cm Small standard Standard (Std.) Large standard (Lg. Std.) Master Super master (S. Mast.) Notes: 1. Do not store piping in direct sunlight. 2. UL971 listed to the January 2004 standards. 'Reel dia. x width x hub dia. 86x24x64Y 86x421/2 x63Y 86x52x63Y 213.3 x 60.9 x 163.8 218.4 x 107.9 x 161.2 218.4 x 132.1 x 161.2 91 x 33 x 74 91 x 52 x 74 231.1 x 83.8 x 187.9 231.1 x 132.1 x 187.9 Model Description Ft. Reel XP -100 -SC 1" secondary con- tained XP -100-D 1" single wall XP -150 -SC 11/2" secondary contained XP -175 -SC 13/4" secondary contained 1314" single wall XP -200 -SC 2" secondary con- tained 500 2,500 250 500 100 250 500 1,000 1,500 2,000 100 250 500 1,000 1,500 2,000 100 250 500 1,000 100 250 500 1,000 100 200 350 700 100 200 350 700 Small Small Std. Small Small Small Small Small Std. Std. Lg. Std. Small. Small Small Std. Std. Lg. Std. Std. Master Master S. Mast. Std. Master Master, S. Mast. Master Master Master S. Mast. Master Master Master S. Mast We ght Lbs. Kg 486 593 1,478 443 505 435 518 655 965 1,240 1,535 410 455 530 715 865 1,035 485 655 830 1,355 455 580 680 1,115 585 690 848 1,250 545 610 708 970 219 267 665 199 227 196 233 295 434 558 691 185 205 239 322 389 466 218 295 374 610 205 261 306 502 263 311 381 563 245 275 318 437 uauau!eluo0 .uidi, XP Piping Construction NYLON 12 NYLON FIBER MYLAR MYLAR MYLAR NYLON 12 NYLON 12 NYLON 12 XP Piping Dimensions OD PRIMARY LAYER ID PRIMARY LAYER OD SC JACKET OD SCUFF GUARD Model XP -100-D ID±0.010 Primary Layer 1.00" OD±0.020 Primary Layer 1.27" OD+0.030 SC Jacket n/a OD±0.030 Scuff Guard n/a Minimum Bend Radius 36.00" XP -100 -SC 1.00" 1.27" 1.47" 1.502" 36.00" XP -150-D 1.40" 1.70" n/a n/a 36.00" XP -150 -SC 1.40" 1.70" 1.90" 1.925" 36.00" XP -175-D 1.65" 1.95" n/a n/a 36.00" XP -175 -SC 1.65" 1.95" 2.15" 2.175" 36.00" XP -200-D 2.04" 2.45" n/a n/a 36.00" XP -200 -SC 2.04" 2.45" 2.65" 2.675" 36.00" Franklin Fueling Systems www.franklinfueling.com 3760 Marsh Road • Madison, WI 53718, USA Tel: +1 608 838 8786 • Fax: +1 608 838 6433 Tel: USA & Canada 1 800 225 9787 • Tel: Mexico 001 800 738 7610 OPEI MEMBER PIPING & CONTAINMENT Fittings XP Clamshell Non -Swivel Pipe Fittings APT non -swivel pipe fittings are constructed of one piece solid brass or stainless steel provide the same high quality and environmental security as the APT's swivel fittings, at a more economical price. XP Series clamps are blue and labeled XP for easy identification. Note : Use only XP Series fittings with XP piping. FLEXIBLE PIPE ///////////%///////AI/ACV ''''`"�"" CLAMP FITTING Brass Swivels =AQP - Features & Benefits Feature • One piece solid brass construction. Benefit • An economical fitting solution. Feature ■ NPT Threads. Benefit • Fast and secure installation. • Fittings available locally. ■ Field proven. MODEL DESCRIPTION MN -XP -100-100 MN -XP -150-150 MN -XP -175-200 MN -XP -200-200 Installs on the end of 1" single/secondary contained single/secondary contained XP pipe with 1" NPT Installs on the end of 1 Y2" single/secondary contained XP pipe with 1 Ya" NPT Installs on the end of 1 3/4" single/secondary contained XP pipe with 2" NPT Installs on the end of 2" single/secondary contained XP pipe with 2" NPT Stainless Steel Swivel MODEL MN -XP -100-10055 DESCRIPTION Installs on the end of 1" single/secondary contained single/secondary contained XP pipe with 1" NPT Male Non -Swivel - XP Series MODEL DIM."A" DIM."B" DIM."C" MN -XP -100-10055 MN -XP -150-150 MN -XP -175-200 MN -XP -200-200 3.00" 4.00" 4.00" 4.25" 3.00" 3.75" 4.00" 4.75" 1.50" 1.75" 1.75" 2.25" PIPING & CONTAINMENT Clamshell Secondary Test Boots APT secondary test boots are designed for testing the integrity of secondarily - contained flexible piping when using APT clamshell fittings. Each boot has an air chuck for applying air pressure to the secondary containment jacket. Placing a boot on each end of the secondary containment jacket forms an airtight chamber for testing. After the testing is completed, slide the boots back on the pipe to open the secondary system. The boots remain available for periodic testing as required by local regulations. Design Highlights & Advantages 2.500 "E' MODEL DESCRIPTION • Secondary test boots slip over the end of the pipe prior to installation of end fittings. • Boots are manufactured using fuel resistant nitrile rubber and employ brass air chucks and stainless steel damps for maximum corrosion resistance. • Boots are easily clamped down with a screwdriver or 5/16" nut driver, forming an airtight chamber between the primary pipe and the secondary jacket. • The secondary chamber is pressurized to 5-8 psi through air chuck 10 test system integrity. • After pressure testing, the boots remain on the pipe for future use but are pulled back to permit back-flow of fuel leaks to the tank sump. STB -075 Secondary Test Boot for P -075 -SC Pipe STB -100 Secondary Test Boot for XP -100 -SC Pipe STB -150 Secondary Test Boot for XP -150 -SC Pipe STB -175 Secondary Test Boot for XP -175 -SC Pipe STB -200 Secondary Test Boot for XP -200 -SC Pipe STB -250 Secondary Test Boot for P -250 -SC Pipe STB -075 STB -100 STB -150 ST8-175 STB -200 STB -250 2.06" 2.56" 3.00" 1.32" 1.75" 2.00" 2.50" 2.94" 2.38" 2.88" 3.18" 1.76 2.06"- 2.44" 2.94" 3.24" 1,82" 2.20" 2.50" 2.88" 3.38" 3.68" 23 PIPING 8& CONTAINMENT Termination Boots Flexible Double Entry Boots The APT Flexible Double Entry Boot allows two pipes or conduits to go through a single sump entry boot opening. The APT boot comes in two different styles, the Flexible Double Boot for non -ducted applications and the Ducted Double Boot when using APT DCT -400 corrugated piping. Double entry boots accommodate 3/4" and 1" pipe sizes ora combination of the two. Design Highlights & Advantages • Designed to be used with APT product piping, the entry boots are also ideal for use with rigid piping and electrical conduits. ■ Flexible Double Entry Boots are ideal for generator, fuel oil return and feed line applications. ■ Boot can be serviced from inside the sump so there is no need to break concrete. • Made from oil and gasoline resistant nitrile rubber. • Allows two, pipes to go through one boot for easier installation. ■ Combination of two different pipe diameters through one boot can be easily converted by simply removing the insert in the pipe opening. MODEL DESCRIPTION (FLEXIBLE) FDB-075-D Flexible Double Boot for 3/4" conduit FDB-075-SC Flexible Double Boot for P -075 -SC FDB-100-D Flexible Double Boot for XP -100-D or 1" conduit FDB-100-SC Flexible Double Boot for XP -100 -SC MODEL DESCRIPTION (DUCTED) DDB -075-D Ducted Double Boot for 3/4" conduit DDB -075 -SC Ducted Double Boot for P -075 -SC DDB -100-D Ducted Double Boot for XP -100-D or 1" conduit DDB -100 -SC Ducted Double Boot for XP -100 -SC 17 PIPING & CONTAINMENT Termination Boots Flexible Double Entry Boots ENTRY BOOT SEAL COMPRESSION PLATE SINGLE WALL PIPE INSERT ENCAPSULATED BACKER PLATE --1.50 2 Flexible Double Entry Boots SUMP WALL (REF.) MODEL DIM. "A" MTG HOLE SIZE MTG STUDS FDB-075-D FDB-075-SC FDB-100-D FDB-100-SC 1.05" 1.32" 1.32" 1.70" 5.50" 5.50" 5.50" 5.50" 10 10 10 10 18 ENTRY BOOT SEAL COMPRESSION PLATE SINGLE WALL PIPE INSERT APT ENCAPSULATED BACKER PLATE 8.00 4.50 —1.50 —I Ducted Double Entry Boots SUMP WALL (REF.) MODEL DIM. "A" MTG HOLE SIZE MTG STUDS DDB -075-D DDB -075 -SC DDB -100-D DDB -100 -SC 1.05" 1.32" 1.32" 1.70" 5.50" 5.50" 5.50" 5.50" 10 10 10 10 PIPING & CONTAINMENT Sumps Grade Level Transition Sump The AST above/below ground transition sump is the practical, environmentally sound solution for remote dispensing from above ground storage tanks. Steel and flexible piping enters the sump through APT's flexible entry boot. Inside the sump, the steel piping easily connects to flexible piping for a fuel tight, continuous run to dispensers or an intermediate sump. MODEL DESCRIPTION AST -2922 999-855-53 252-029-22 IP -400-B Aboveground storage tank transition sump Replacement Gasket Replacement AST -2922 lid (grey) Inspection Replacement Port -FEB style with replacement well cap 31.000 LENGTH FAPTd Design Highlights & Advantages ■ Transition sumps help meet environmental regulations by isolating metal piping from the soil. • Transition sumps can be installed either inside or outside containment dikes. • 30" burial depth allows the transition sump to be used as the system low point for leak detection. • Load rated composite cover. • Flexible entry boot provides a fuel tight and watertight seal around the metal piping and flexible piping as it enters the sump lid and sidewall. • H-20 load rating. Pipe entries installed in lids will negate the Toad rating. LISTED 33 PIPING & CONTAINMENT Above Grade Typical Application Drawing GROUND LEVEL HARD PIPE LM M-XXXX DISPENSER SUMP 34 PIPE AST -2922 TRANSITION SUMP CONTAINMENT Service Station Hardware EBW's 702, 703, 705, 715 & 725 Series FlexCatch® Grade Level Spill Containers EBW's FlexCatch° spill containers are designed to collect spilled product that occurs during normal tank filling on underground storage tanks. Threaded base models are available in cast iron or composite. Slip -On (Retrofit) models use a gasket flanged bolt system to secure the spill bucket to the riser pipe and are designed to eliminate the need to remove the riser pipe from the underground tank when installing. Heavy Duty Cast Iron Deflector Ring Drain Valve Cast Iron or Composite Base (Shown with optional riser, cap and adaptor) 702/703 SLIP-ON BASE 705/715/725 THREADED BASE 7021703 17.12 43.48 30 705 17.12 43.48 14.75 715 17.12 43.48 23.50 725 17.12 43.48 24.40 7.46 59.69 68.58 40.30 39.85 22.50 57.15 27.00 68.58 Design Highlights & Advantages • Solid Construction - the durable and flexible polyethylene shell is designed to move with natural ground movements. The shell is equipped with a gravel guard to prevent backfill material from filling in around the movable shell, eliminating problems with ground movement. • Cast Iron or Composite Base - ensures a long lasting, watertight seal. • Heavy Duty Cast Iron Deflector Ring provides protection from heavy traffic and truck plows and allows for water to run away from the spill container top, eliminating water collection in the bucket. • Drain Valve - allows emptying of contained product back to the storage tank. The drain is equipped with a screen for convenient cleaning. ▪ Cover Options - includes FRC rain tight in API colors, FRC black snap -on, rain tight aluminum, watertight locking aluminum and cast iron. • Optional API Cover Identification Plates - clearly identifies the product contained in the storage tank and helps to prevent cross contamination. Identification plates are available for all standard API symbols. • Highway 20 Rated (D.O.T. H20) - all EBW spill containers and manholes exceed the D.O.T. H2O requirements. * EVR Phase 1 Certification VR -103 * Biofuel Approved (E85 and biodieset) MATERIALS Base: Cast iron or composite Bucket: Polyethylene or stainless steel (703) Mounting Ring: Cast iron Cover. Fiber Reinforced Composite (FRC), cast iron or aluminum Service Station Hardware EBWS 702, 703, 705, 715 & 725 Series FlexCatch® Grade Level Spill Containers Retrofit Threaded Base Cover Options 702 5 gal. (19 liter) 703 5 gal. (19 liter) 705 5 gal. (19 liter) 715 15 gal. (27 liter) Watertight Aluminum Lock Down Cover with Identification Plate 725 25 gal. (95 liter) 31 Service Station Hardware Grade Level Spill Containers with Cast Iron Cast Iron Base PART GALLON i LITER COVER/SPECIAL LBS. KG. With Drain 705-470-01-BLK 705-472-01-BLK-S 5 19 705-479-65-CI-GKT 5 19 705-479-65 5 19 705-479-66 5 19 705-490-01-BLK 5 19 715-470-01-BLK 15 57 715-472-66-BLK 15 57 725-470-01-BLK 25 95 Without Drain 705-458-01-BLK 5 19 705-483-01 5 19 705-488-01-BLKS 5 19 705-490-02-BLK 5 19 GL with black FRC cover Black snap -on cover, MB, PIP Cast iron cover with handle, riser, cap and adaptor, MB, P/P, GKT PIP, MB, COV, ASSY P -P, COV, MB, CANADIAN MB, 70542301 BLK COV MB, P/P, RT, BLK NYC, PULL -PUSH, MB, 50, COV MB, P/P, RT, BLK MB, RT, BLK, 70542301 BLK COV C.I. COV, MB, ASSY MB, NO COV, 705-333-01 BLK SNAP COV MB, NO RT COV, 70542301 BLK COV Note: Additional cover options provided on next page. 32 64 68 62 42 25 25.4 26.7 25.4 26,7 28 28.5 42.3 29.4 30.8 28 19.3 Service Station Hardware 7 1/2", 12", & Manholes with Cast Iron Rings These manholes have a proven track record of trouble-free operation. Their durable construction withstands the heaviest traffic and meets the requirements of a D.O.T. H2O load rating. 18" MANHOLE 19.75" OD 19.00" Cover 8.50" I 12.00" i Or18.00'i 4 42 ,8 18.00" ID 12" MANHOLE -.— 13.50" OD --� 13.1}0" Cover —12.00" ID -I Design Highlights & Advantages: • Cast Iron Cover and Rings - EBW's 7'/2" round manholes have fibbed cast iron covers and cast iron rings to withstand heavy loads and traffic. • Colored Cover Options - EBW's 18" round manholes can be ordered with optional FRC colored covers in standard API color codes. The FRC covers also include a recessed area for optional API color coded identification plates. ■ Heavy Duty Skirts - EBW's 7 1/2" sound manholes have heavy duty cast iron skirts. 12" and 18" round manholes have a 16 gauge welded steel skirt and are availablein, different depths to fit your needs. 8 7'/i' MANHOLE 8.50 OD 7.50" ---r. Cover I.- 7.50" ID 7 1/2", 12", & 18" Manholes PART MANHOLE SIZE SKIRT DEPTH IN, MM. COVER TYPE 781-208-08 7.5 781-212-12 -CI 12 781 -212 -12 -CI -H 12 781 -212 -24 -CI 12 781-418-08 GRY 18 781-418-08 BLK 18 781-418-12 GRY 18 781-418-12 BLK 18 781-418-18 BLK 18 781-478-65 18 191 305 305 305 457 457 457 457 457 457 Cast Iron Cast iron Cast iron with handle Cast iron FRC FRC FRC FRC FRC FRC Replacement Covers IN. MM. LBS. KG, 10 16 16 32 14 14 15 15 8 203 22 12 305 36 12 305 36 24 610 70 8.5 216 30 8.5 216 30 12 305 33 12 305 33 18 457 39 18 8.5 216 30 14 781-402-01 7.5 191 Cast iron 781-400-01 12 305 Cast iron 781-407-01 12 305 Cast iron with handle 781-302-01 12 305 FRC - black 781-302-07 12 305 FRC - orange 781-306-01 18 457 /8" steel 781-304-01 18 457 FRC - black SRC18HRP 18 457 Steel - bolt down 6 3 17 8 18 8.1 10 5 10 5 33 15 10 5 33 15 18" Monitoring Well Manhole with FRC Skirt PHIL-TITE MODEL i DESCRIPTION MW -1800 18" Monitoring Well with FRC skirt Design Highlights & Advantages: • Patented watertight "D" profile 0 -ring seals cover and prevent groundwater intrusion. • Gravel guard is 3/16" thick corrosion proof FRP. • Covers use cam locks with stainless steel hardware eliminating corroded threads, lost bolts and water entry from not reinstalling bolts after service. • Grey powder coated manhole cover. 43 LAModel 318L/418L1418LC Lightweight Manhole The 318L/418L Series consists of large diameter lightweight manholes used in service stations, truck stop drives and other locations. Each manhole cover is an engineered laminate and is both slip and fire resistant. The covers are shipped with a super heavy duty stainless steel handle. A pryplate is standard on all models. The skirt is 12 gauge steel and the ring is 3/16" steel. Skirt and ring assembly is painted black. The 418L bolts are 3/8"-16 Stainless Steel. The gaskets are 1" x 1/8" EPDM Foam. The 418LC is equipped with a cam arm system. The 3 cam arms allow the user to rotate the cam arms to the unlocked position to remove the cover. The manhole series was tested by an official testing laboratory and results confirm their use and performance to meet the following: 1. Section 206-3 of American Public Works Association (Adopted by the Los Angeles County Department of Public Works) 2. AASHTO standard for "H-20" truck loadings 3181 Series Enhancments: Stainless Steel Pry Plate is integrated into the top surface of all lightweight covers. New style super heavy duty 011 stainless steel. handle.. SPECIFICATION SHEET To extend the cover life, we have added six steel wear cleats to the bottom surface of the 318L Series. 418L & 418LC Series Enhancments: New style super heavy duty all stainless steel handle. Upgraded gaskets in the 418L and the all new 418LC models.> Stainless Steel Pry Plate is integrated into the top surface of all lightweight covers. Testing was witnessed by an official from Los Angeles County of Public Works. Test results and other technical data is available from Morrison Bros. Co. upon request. Actual cover dimensions are as follows: 38" = 38.88 ' OD and 44" = 44.88" OD A—Nominal Diameter B—Overall Length C—Skirt Length D—Minimum ID E—Bolted (8), Non -Bolted (NB), Cern Arm (CA) F—With Gasket (WG), No Gasket (NG) G—Pryplate (P), No Pryplate (NP) H—Reversible Cover (R), No Reversible Cover (N/A) I --Cover Color: Black (B) J—Complete Weight K—Cover Weight 57o E. 7th Street, P.O. Box 238 1 Dubuque, IA 52004-0238 t. 563.583.5701 1 800.553.4840 1 f. 563.583.5028 LA M 0 R R I S 0 N BROS. CO" www.morbros.com 318L-3800 AM 38" 12" 10" 36 5/16" NB NG P R B 125 lbs 55 lbs 318L-3900 AM 38" 20" 18" 3b 5/1b" Nl3 NG P 1( 13 157 lbs 55 lbs 318L-4400 AM 44" 12" 10" 42 5/16" NB NG P R B 1721bs 89 lbs 318L-4500 AM 44" 20" 18" 42 5/16" NB NG P R B 188 lbs 89 lbs 418L-3800 AM 38" 12" 10" 36 5/16" B WG P N/A B 126 lbs 55 lbs 418L-400 AM 4.4" 12.5" 10" 42 5/16" B WG P N/A B 173 lbs 89 lbs 418LC-3800 AM 38" 12" 10" 35 5/16" CA WG P N/A B 126 lbs 55 lbs 418LC-4000 AM 38" 12" 18" 35 5/16" CA WG P N/A B 157 lbs 55 lbs 418LC-4400 AM 44" 12.5" 10" 41 5/16" CA WG P N/A B 1731bs 691bs 418LC-4500 AM 44" 20" 18" 41 5/16" CA WG P N/A B 168 lbs 89 lbs Actual cover dimensions are as follows: 38" = 38.88 ' OD and 44" = 44.88" OD A—Nominal Diameter B—Overall Length C—Skirt Length D—Minimum ID E—Bolted (8), Non -Bolted (NB), Cern Arm (CA) F—With Gasket (WG), No Gasket (NG) G—Pryplate (P), No Pryplate (NP) H—Reversible Cover (R), No Reversible Cover (N/A) I --Cover Color: Black (B) J—Complete Weight K—Cover Weight 57o E. 7th Street, P.O. Box 238 1 Dubuque, IA 52004-0238 t. 563.583.5701 1 800.553.4840 1 f. 563.583.5028 LA M 0 R R I S 0 N BROS. CO" www.morbros.com Dualoy® 3000/L Fiberglass Pipe and Fittings Product Data Applications • Service station product, vent and vapor recovery piping • Bulk plant terminals and fueling terminals • Central fuel oil systems • Marinas and marine temmnals (onshore only) • M piping systems requiring UL or ULC Listing for MV, HB, CT and A&M fuels Performance Operating pressures to 200 psig (13.8 bar) Continuous operating temperatures to 150°F (66°C) Individual system components may not have the same ratings as the pipe. Refer to the detailed product informa- tion for the specific components to determine the pressure rating for the system as a whole. Listings Dualoy 3000/L is Listed with Underwriters Laboratories Standard 971-2004 for nonmetallic underground piping for motor vehicle (MV), high blend (HB), concentrated (CT) and aviation and marine (A&M) fuels (File MH9162). Dualoy 3000/L pipe and fittings are also Listed with Underwriters Laboratories of Canada (File CMH 715). In treat Britain the Dualoy 3000/L system has been tested and accepted by the London Fire and Civil Defence Authority. Dualoy 3000/L has been issued a Certificate of Compliance to the Institute of Petroleum (IP) Specification by ERA Technology, Ltd. Composition Pipe — Filament -wound fiberglass reinforced epoxy pipe with integral epoxy liner and exterior coating. When classified in accordance with ASTM D2310 and ASTM D2996, the pipe meets the following cell limits: RTRP 11CXF1-5420. Fittings— Compression -molded and filament -wound fiberglass reinforced epoxy Adhesive— PSX•20 ambient -cure, two-part epoxy for all services (including alcohols) Joining System Bell and spigot taper/taper adhesive bonded joint Pipe Lengths Standard 6.1 m (20 -ft) random lengths 5.2 to 6.4 m (17 to 21 ft) Other lengths available on request Fittings Adapters: bell x NPT male(') Flange stub ends(') Adapters: bell x NPT female' Isolation bushings(') Adapters: spigot x NPT female) Nipples' Adapters: spigot x NPT male' Reducer bushings(') 45° Elbows' Repair couplings(') 90° Elbows(') Sleeve couplings' End caps(') Teesr Dispenser pan penetration fittings(')Tees(') Flange rings(') (1) Indicates molded fitting. (2) Indicates filament -wound fitting. (3) Other fittings available without UL listing. www.fgspipe.com • fgspipea@nov com 1/11V FlberCalaSSSystems Typical Pipe Dimensions and Weights Capacity Pipe Weight 3.50 3.32 0.085 2.16 0.065 1.6 4 100 4.50 114 4.33 110 0.087 2.21 0.070 1.8 0.77 2.92 1.00 1.49 150 6.63 168 6.39 162 0.120 3.10 0.100 2.5 6.35 2.10 3.13 (1) Typical outside diameters of 2 through 6 -inch pipe are within API, ASTM and ANSI fiberglass and steel pipe dimensions. Typical Pipe Nominal Pipe Size Performance Pressure Rating 1 Ultimate Internal Pressure 1 Ultimate Collapse Pressure 2) in I nim psig 200 (P.1Pa 2.07 psis 3200 1,1Pa; 22.1Mil psig; I ;f,1Par 1:05 2� 50 1)696 80 200 15.3 2400 16.5 90 0.62 4 100 175 1.21 2000 13.8 39 0.27 6 150 175 1.21 2000 13.8 38 026 (1) At 80°F (27°C). (2) At 80°F (27°C). For continuous service do not exceed 75% of these values. For dimensions of fittings, consult publication Dualoy 3000/L Fittings Dimensions FP266. Pressure ratings of fittings without UL listing are available on request. (1) Some fittings have higher pressure ratings than shown. Dualoy 3000/L piping systems are designed to function at temperatures ranging from -40 to 150°F (-40 to 66°C) at service pressures between -1 and 20 bar. Dualoy 3000/L pipe conforms to ASTM D2310, 02517 and D2996. Typical Physical Properties Thermal conductivity Btu-in/(h•ft2' `F) 1.7 C177 W/m•°C 7.6 Linear therma expansion 10-9nMnPF 8.5 1)696 10-8 cm/cm/°C 15.3 Friction factor Hazen -Williams 150.0 - Absolute roughness 10-6 ft 15.0 - 10-6m 4.6 Specific gravity - 1.81 D792 Barcol Hardness Impressor 934-1 65.0 D2583 2 Typical Mechanical Properties 45 I 5.1 1 Tensile strength 80 75 8.5 Longitudinal 103 psi 35.0 D2105 6 MPA 241.0 31.1 Circumferential 103 psi 70.0 01599 MPA 483.0 Tensile modulus Longitudinal 10° psi 2.5 D2105 GPa 172 Circtsnferential 10° psi 3.8 FGSTM GPa 26.2 Compressive strength Longitudinal 103 psi 24.5 FGSTM MPa 168.9 Compressive modulus Longitudinal 10° psi 2.6 FGSTM GPa 17.8 Cyclic 103 psi 8.0 02992(A) MPa 55.0 Poisson's Ratio v — 0.16 FGSTM vm xv — 0.26 FGSTM (1) (2) Based on structural wall thickness. The first subscript denotes the direction of applied stress and the second that of measured contraction x denotes longitudinal direction. y denotes circumferentia! direction. Nominal Pipe Size Stiffness Factor' Mm, �b•in it I rN•rn I! 45 I 5.1 1 3 80 75 8.5 4 100 60 6.8 6 150 275 31.1 (1) At 5% deflection. Bending Radius Minimum Bending Radius rfl e codon cer 1 2 1 50 75 23 3 4 6 (1) 1 100 38 150 46 100 150 I 200 61 15 9 13 7.5 27 5 4 8 12 At rated pressure. Sharper bends may create excessive stress concentrations. Do not bend pipe until adhesive has cured. 3 Conversions 1 psi = 6895 Pa = 0.07031 kg/cm2 1 bar =105 Pa = 14.5 psi = 1.02 kg/cm2 1 MPa=106Pa=145psi =10.2kg/cm2 1 GPa = 109 Pa = 145,000 psi = 10,200 kg/cm2 1 in = 25.4 mm 1 ft = 0.3048 m 1 Ib•in = 0.113 N•m National Oawef Varco has produced this broc nre for general information only and it is not intended for design purposes. Although every effort has been made to maintain the accuracy and reliability. of es contents, National Ol*aell Var=.. in no way assumes respwapiety forlabia), for arty loss, damage or injury resulting from tate use of information and data herein nor is any warranty expressed or in>aied Always cross-reference the bulletin date with the most cxrtentversiott listed at the web erre noted in this literature. North America South America Europe Asia Pacific Maidk East 2425 SW 36th Street Avenida Femando Simoes P0. Box 6, 4190 CA No. 7A, Tuas Avenue 3 P0. Box 17324 San Antonio, Texas 78237 USA Recite, Brazil 51020-390 Geldermalsen, The Netherlands Jurong, Singapore 639407 Dubai, UAE Phone: 210 434 5043 Phone: 55 31 3326 69020 Phone: 31 346 587 587 Phone: 65 6861 6118 Phone: 9714881 3566 www.fgaplpe.com • fgeplpe@nov.com ISS/ F"�berGlass Systems 02009, NATIONAL OILWELL VARCO ® Trademark of NATIONAL OILWELL VARCO D3000/L Pipe & Fittings POS June 2012 Dualoy® 3000/L Fittings Dimensions Product Data Units M dimensions are in U.S. Customary units (inches). Diametric dimensions are maximums. Insertion depths (X1, X2) are typical. AH weights (b) are approximate. Tolerances Tolerance for centerline -to -face dimensions on fittings with bell -end configuration is ±1/16 inch. Listings Dualoy 3000/L is Listed in the U.S. with Underwriters Laboratories for nonmetallic underground piping for motor vehide (MV), high blend (HB), concentrated (CT) and aviation and marine (A&M) fuels (File MH9162). Dualoy 300011 pipe and fittings are aim listed with Underwriters Laboratories of Canada (File CMH 715). In Great Britain ilia Dualoy 3000/L system has been tested and accepted by the London Fire and Civil Defence Authority. Dualoy 3000/L has been issued a Certificate of Compliance to the Institute of Petroleum (IP) Specification by ERA Technology, Ltd. End Configurations Bell end is standard. Taper Angle The taper angle on all bell and spigot end configurations is 1%°. Pressure Ratings See publication Dualoy 300011 Fiberglass Pipe and Frttings, FP265, for pressure ratings. Individual system components may not have the sane ratings as the pipe. Refer to the detailed product information for the specific corn xonents to determine the pressure rating for the system as a whole. Manufacturing Methods The fiberglass -reinforced epoxy resin fittings shown in this document are manufactured by filament winding or compression molding. Adapters: bell x NPT female Adapters: bell x NPT male Adapters: isolation Adapters: spigot x NPT female Adapters: spigot x NPT male 450 Elbows 90° Elbows End caps www.fgspipe.com • fgspipe@nov com Flange rings Range stub ends Nipples Reducer bushings Repair couplings Sleeve couplings Sump penetration pieces Tees 1� FiberGlass Systems Fittings Dimensions 90° Elbows (molded) A A s Nominal Pipe Size m Bell B Bell X_ Weight 250 ., 50 382 2.78 2.05 1.0 ._._ 3 80 4.42 3.99 3.32 1.5 4 100 5.50 5.00 3.15 3.0 6 150 7.50 7.34 4.00 8.5 45° Elbows (molded) Tees (molded) A - x2 - . x2. 2 50 3.18 2.78 205 0.9 3 80 3.43 3.99 2.32 1.5 4 100 4.23 5.00 3.15 2.5 6 150 5.58 7.34 4.00 7.0 2 50 3.82 2.78 2.05 1.3 3 80 4.50 3.99 2.40 2.5 4 100 5.50 5.00 3.15 4.0 6 150 7.50 7.34 4.00 12.0 End Caps (molded) 2 50 325 2.93 2.00 0.6 3 80 3.38 4.05 225 1.0 4 100 3.38 5.05 2.25 1.4 6 . 150 4.83 7.44 3.30 4.5 Sleeve Couplings (filament wound) A - x2 2 50 6.25 2.80 2.13 0.5 3_. 80 6.50 4.05 2.19 1.1 4* 100 5.45 5.10 2.38 2.1 6* 150 7.00 7.30 3.13 4.6 * 4" & 6" are wound -on tooling couplings. Reducer Bushings (molded) Bonded Bushing Minor A ` Pipe Size 9 Major Pipe Size X2 - Threaded Bushing x2 A 3x2 4x3 6x4 80 x 50 100 x 80 150 x 100 1.88 3.51 1.96 4.51 2.86 6.65 1111 1.75 2.00 2.20 0.7 0.9 4.1 1) Reducer bushings with tapered minor NPS are gene/My used in the bell ends of elbows and tees. �C Tf read S�zs 11-1..3.e...it:in X Wt 2x1' 50 x 40 1.80 2.40 1'hx11% 0.7 0.3 1) Outlet NPS x outlet NPT threads per inch. Reducer bushing with BSP threads available. Outlet sizes smaller than i �h Inch are obtained by using galvanized steel bushings ah the fiberglass bushing. Fittings Dimensions Nipples (filament wound) COE Nominal Pipe Size ( m m ) Length A (in) 111111111 (in) nsertofl (in) \AI (Ib) 2 50 6.00 2.38 8.00 10.00 12.00 - - 0.50) 3 80 - 3.50 8.00 10.00 12.00 - 2.05 0.7 4 100 - 4.50 - 10.00 12.00 - - 1.0 6 150 6.00 6.63 - - 12.00 -- - 1.7 (1) L-biff- Adaptors: Bell x NPT male (molded) • A • x2 a 2 50 4.16 2.92 2 x 11W) - 1.90 - 2.00 0.4 3 80 5.00 3.92 3 x 8 - 2.80 - 2.05 0.7 4 100 5.19 4.88 4 x 8 - 3.90 - 2.05 0.9 6 150 6.00 740 6 x 8 -- 590 -- 320 2.1 E (1) Nominal pipe size x NPT threads per inch. BSP threads available. Adapters: Bell x NPT female (filament wound) • A • x2. x1 - 2x11,12(1> 1 50 x 40 6.00 2.80 11/2 x 111/2(2) - 2.29 0.70 2.31 0.8 2 x 2 50 x 50 4.75 2.50 2 x Who - 229 113 2.31 0.4 3 x 3 SOx80 5.38 3.65---- 3x8 x 8 - 3.00 1.00 2.00 1.7 4x4 4x4 100x 100 5.38 4.65 4x8 -- 4.00 1.10 225 0.9 6x68 150 x150 6.75 6.90 6 x 8 - 6.00 1.20 3.48 2.1 (1) Consists of a 2 -inch filament -wound sleeve coupling with a factory -bonded 2 x 11/2 NPT molded bushing. The end of the sleeve cowling containing the busting has been reduced in length to facilitate thread make-up in the field. (2) Nominal pipe size x NPT threads per dich. BSP threads evadable. Adaptors: Spigot x NPT male (filament wound) • A B 2 50 4.38 2.55 2 x 111/2(l) - 2.00 - - 0.5 3 80 5.50 3.65 3 x 8 - 3.00 - - 1.3 4 100 6.00 4.65 4 x 8 - 4.00 1.20 - 1.7 6 150 ecto 6.90 6x8 -- 6.00 - - 4.2 (1) Nominal pipe size x NPT threads per inch. BSP threads available Adaptors: Spigot x NPT femal (filament wound) • A 2 50 4.38 2.55 2 x 11h/2(1) - 2.00 0.70 - 0.5 3 80 550 3.05 3 x 8 - 3.00 1.00 --- 1.3 4 100 6.00 4.65 4 x 8 - 4.00 1.20 - 1.7 6 150 8.00 6.90 6 x 8 --- 6.00 1.00 -- 42 (1) Nominal pipe size x NPT threads per inch. BSP threads evadable Repair Couplings (molded) 2(1) 50 14.00 4.00 - - - 8(2) 1.50 1.3 3 80 14.00 6.00 - - - 8 1.50 1.7 4 100 14.00 7.00 - - - 8 1.50 2.0 (1) Rep* cowWig kside diameters mak:h pe inside denuders of the same nominal pipe size. (4 Number of bolt holes. Fittings Dimensions (cont.) Flange Rings (molded) 2 50 - 2.78 0.82 6.00 0.75 4 - 1.0 3 80 - 3.90 11.10 7.50 075 4 - 1:6 4 100 - 4.90 1.10 9.00 0.75 8 - 2.5 6 150 3.88 726 125 11.00 0.88 8 - 4.9 Flange Stub Endsto (molded) Flanged connections in Dualoy 3000/1 piping systems are made using one-piece flange rings and stub ends that are bonded onto the pipe ends. Both flange rings and stub ends are fabricated by compression molding epoxy resins and discontinuous glass fibers. Bolt holes are drilled in accordance with ANSI B16.5, 01150. Dualoy 3000/- flanged connections are rated to the same presst.res as pipe and fittings of the same nominal pipe size. 2 50 275 0.27 2.65 3.91 2.26 - 2.15 0.5 3 ` 80 2.88 028 3.75 5.16 3.38 - 2.40 0.7 4 100 2.88 0.28 4.75 6.66 4.38 - 3.25 1.0 6 150 3.88 0.39 7.10 8.53 6.46 - 3.25 2.4 (t) For use with flange rings shown m previous table. Isolation Adapter (molded) -�r 27/a 11/2 NPT male 2Ya 137a 11/2 M'Tfemale The Dualoy isolation adapter provides electrical isolation from the dispenser for flex connectors that are directly buried and which must be cathodic ally protected. The adapter is fabricated of compression -molded fiberglass reinforced epoxy resins. Shear valve ,'h NPT female Dualoy isolation adapter SS flex connector h WT male both ends (by others) National Calveall Vow has produced this brochure for general information onbr, and a s not intended for design purposes. Although every effort has been made to maintain the accuracy and refiabaity of as contents, National Dawell Varna in no way assumes. respons8 ihly for Ilabait / for any loss, damage or injury resulting from the use of information and data herein nor is any warranty expressed or implied... Always cross-reference the bulletin date wth the most current version fisted at the web site noted in this literature. NorthAmerica South America Europe Asia Pacific Middle East 2425 SW 36th Street Avenida Fernando Simoes P.O. Box 6, 4190 CA No. 7A, Tuas Avenue 3 P0. Box 17324 San Antonio, Texas 78237 USA Recife, Brazil 51020-390 Geldermalsen, The Netherlands Jurong, Singapore 639407 Dubai, UAE Phone: 210 434 5043 Phone: 55 31 3326 69020 Phone: 31 346 587 587 Phone: 65 6861 6118 Phone: 971 4881 3566 www.fgapipe.00m • fgspipeenmr.00m FthaiGlass Systems ©2009, NATIONAL OILWELL VARCO ® Trademark of NATIONAL OILWELL VARCO Dualoy 3000/L Fittings DimensionsJune 2012 Designed as a high quality and cost effective tank monitoring system. This system is for non -retail, commercial industrial, and municipal tank owners. The TLS -300C two tank configurable console offers the ultimate flexibility in one to two tank inventory control, and in -tank leak detection systems. Veeder-Root's TLS -300C tank monitoring system can be configured to provide in -tank leak detection for underground storage tank (UST) applications: with either one to two leak detection series 8463 0.1 GPH Mag Plus Magnetostrictive Probes, or one to two 8463 Mag Plus Magnetostrictive Inventory Measurement Probes to support above ground storage tank (AST) applications. Additional configurable options are de- signed to provide printed documentation and remote monitoring flexibility. The op- tional integral printer provides fast, quiet continuous printouts. The optional SiteFax option can be programmed to transmit leak detection and inventory reports, as well as real-time alarm reporting to fax machines or other communications devices. Standard features include back-up genera- tor capabilities, as well as capacity to accept up to eight Veeder-Root Series 7943 float -switch sensors_ This high quality, low cost family of sensors includes interstitial leak sensors for steel and fiberglass tanks, piping sump sensors, hydrostatic sensors, and discriminating dispenser pan and containment sump sensors_ VEEDER-ROOT Features • System monitors up to two tanks • RS -232 Communication Interface with Auxiliary Port provides two 25 -pin D -connectors for data transmission to computers or point-of-sale terminals • Automatic continuous leak sensing: tank interstitial space; piping sump • Audible alarm and display indicate leak location • In -tank warnings and alarms are activated for the following conditions: leak, overfill, low product, sudden loss, high water, delivery needed, test failure, tank test not performed • Accepts up to eight interstitial / containment float sensors • Interstitial and piping sump warnings and alarms are activated for the following conditions: fuel presence, low liquid, high liquid • Alarm relays can trigger alarm/ security devices • Two built-in inputs provide for solid- state or switch input from external devices • Two built-in output relays provide for outputs to overfill alarms and external audible and visual warning devices • Either relay can shut down the submersible if power to the monitor is lost or a leak is detected • Emergency generator applications are selectable via programming • One system handles a mix of standard and emergency generator tanks • Records generator activity • Complete inventory reports before and after generator operation VR 13668 P/N 0576047-052 Rev.D VR 4/2006 Printed in USA Technology that simplifies inventory management and saves valuable time. Configurable Features • Continuous Statistical Leak Detection for in -tank leak detection without tank shutdown • Integral printer, which documents inventory leak detection, alarms and setup information • SiteFax modem for remote manage- ment of leak detection and inventory alarms and reports • One or two Veeder-Root Magnetostric- tive Probes for 0.1 GPH in -tank leak detection with 4" float kit and 5" cable • One or two Veeder-Root Inventory Only Probes for inventory control with 4" float kit and 5" cable VEEDER-ROOT Descriptions and Part Numbers Console Form Number: Description: Console Form Number: Description: Software Enhancement Modules*: Description: Optional Site Fax Modem: Description: Optional Ethemet/IP Card: Description: 848590-521 TLS -300C 0-2 Tank Configurable Console with Integral Printer 848590-511 TLS -300C 0-2 Tank Configurable Console without Integral Printer 330161-001 330161-003 Static In -Tank Testing CSLD 331398-001 Site Fax Modem Kit for TLS -300 Series Consoles 330020-424 Ethernet/IP Kit for TLS -300 Series Consoles The following probes and sensors are compatible with the TLS -300C Monitoring System: FORM NO. DESCRIPTION 847390-1XX 0.1 GPH Magnetostrictive Probe 847391-700( 0.1 GPH Magnetostrictive Probe for Alternative Fuels 847390-3X0( Magnetostrictive Probe for Inventory Measurement 846390-1XX 0.1 GPH Mag Plus Magnetostrictive Probe 846391-1/4XX 0.1 GPH Mag Plus Magnetostrictive Probe for Alternative Fuels 846391-3/6XX Mag Plus Magnetostrictive Probe for Inventory Management 847398-700( Retrofit Mag Plus Probe for standard Mag Probe 847399 -XXX Retrofit Mag Plus Probe for standard Mag Probe 794390-40X Interstitial Sensor for Fiberglass Tanks 794390-420 Interstitial Sensor for Steel Tanks 794390-20X Piping Sump Sensor 794380-301 Single -Point Hydrostatic Sensor 794380-302 Dual -Point Hydrostatic Sensor 794380-322 Discriminating Dispenser Pan Sensor 794380-352 Discriminating Containment Sump Sensor Please refer to the Reeder -Root Price List for required probe and sensor lengths and corresponding 3 -digit Form Number suffix. For more information call 1-888-561-7942 O 2006 Veeder-Root Company • 125 Powder Forest Drive • Simsbury, CT 06070 • USA Telephone: 860-651-2700 • Fax : 860-651-2719 • wwwveedetcom VR 13668 P/N 0576047-052 Rev.D VR 4/2006 Printed in USA Third party certification exceeds EPA performance standards Certified performance for Inventory control and In -tank leak detection in gasolines, diesel and a wide variety of other approved fluids. • Highly accurate Magnetostrictive measurement technology • Fast, accurate leak tests • MAG Plus Probe third -party certified to exceed U.S. EPA performance stan- dards for 0.1 GPH Volumetric Tank Tightness Testing as well as 0.2 GPH monthly and continuous testing • MAG Plus Probe is compatible with all TLS consoles. (Software Version 11 or higher for TLS -350/300) • Compatible with gasoline, diesel and other approved fluids • 2", 3" and 4" float kits available • MAG Plus Probe is available in standard and custom lengths up to 12' Features • MAG Plus Probe provides highly accurate trouble free performance in gasoline, diesel and a wide variety of approved fluids • Magnetostrictive technology and five - point temperature sensing make it capable of extremely accurate inven- tory control and in -tank leak testing VEEDER-ROOT Standard Models: Mag Plus Probe Form No. 846390-101 Probe Length 4' 846390-102 5' 846390-103 5' 4' 846390-104 6' 846390-105 7' 846390-106 7' 6' 846390-107 8' 846390-108 9' 846390-117 9'6" 846390-109 10' Leak test performance With 4" Floats (Third Party Certified) Probe MAG Plus Test Type 0.1 GPH P (D) 99% Mag Pius Probe Form No. Probe Length 846390-110 10' 6" 846390-111 11' 846390-112 12' 846390-113 2.0 M 846390-114 2.5 M 846390-116 2.667 M 846390-115 3.0 M *Float hits for the specific fuel application must be ordered separately. Kits are available for 4", 3" and 2" floats. See the Veeder-Root price list for availability. P (FA) 1% Test Time 3 Hours MAG Plus 0.2 GPH 99% <0.1% 2 Hours MAG Plus with CSLD 0.2 GPH 99% <0.1% Continuous Mag Plus Magnetostrictive probe console compatibility** Probe TLS -350R* TLS-350Plus* TLS -350* TLS -350J TLS -3001 TLS -300C MAG Plus • • • • = Standard Feature * A Four -Input Probe Interface Module is required for use of magnetostrictive probes with the 1IS-350 or TIS -350R system. ** Software Version 11 or higher Probe Improved Specs Standard Min. Temp. MAG MAG Rus * With 4' f loafs -20° C -40° C Max. Temp. +50° C +50° C Min. Fuel* 8" 3.1" Min. Water* 0.750 0.630 For more information call 1-888-561-7942 @ 2006 Veeder-Root Company • 125 Powder Forest Drive • Simsbury, CT 06070 • USA Telephone: 860-651-2700 • Fax : 860-651-2719 • www.veeder.com VR P/N 0576047-128 Rev. A VR 4/2006 Printed in USA Positive Alarm Indication of any Liquid in Underground Fuel Storage Tank Piping Sumps The Veeder-Root Piping Sump Sensor detects the presence of liquid in a UST piping sump. Liquid presence could mean a dangerous line leak. When the sensor detects liquid, it sends an alarm signal to the TLS console monitor, where both visual and audible built-in alarm indicators immedi- ately identify the location of the problem. You can then quickly take action to help prevent serious safety and environmental problems. For even greater warning capability, the TLS -350R, TLS -350, ILS -350, TLS -300i, TLS -250i and ILS -250 feature intemal alarm relays that can also trigger on-site alarms. With the TLS -350R, TLS -350 and TLS -300i, alarm signals from the sump sensor trigger a leak report showing the time and location of the alarm condition. The information is stored in the system's Alarm History and can be printed on the monitor's integral printer, or retrieval remotely through its data communications interface. The Veeder-Root Piping Sump Sensor can be used in the piping sumps of either steel or fiberglass tanks. Each sensor comes with complete hardware for mounting on existing conduit or piping. Only two wires are required to connect the sensor to a TLS or ILS system. QTY DESCRIPTION 1 Piping Sump Sensor Assembly 2 Mountkg Strips 1 Watertight Cord Grip 3 Screws for mounting FORM NO. DESCRIPTION 794380-208 Piping Sump Sensor -12 ft Cable 794380-209 Piping Sump Sensor - 30 ft Cable The Series 7943 Piping Sum Sensor is compatible with the following consoles: TLS -350R* TLS350* ILS -350** TLS-300iTLS-300C Intrinsically safe power supplied by Veeder-Root TLS -350R, TLS -350, ILS -350, TLS -3001, 11S -300C, TLS -2501, or ILS -250 System TLS 2501 Series ILS -250 Series 8482 Series 8470 Series 8450 4. Series 8485 Series 8485 Series 7941 Series 7942 NOTE: An Interstitial Sensor Interface Module is required for use of the piping sump sensor with the TLS -350 or TLS -350R system. **NOTE: A Two -Wire Module is required for use of the piping sump sensor with the ILS -350 system. POWER REQUIREMENTS SENSOR TEMPERATURE RATING HOUSING MATERIAL Intrinsically safe power supplied by Veeder-Root TLS -350R, TLS -350, ILS -350, TLS -3001, 11S -300C, TLS -2501, or ILS -250 System Type: Hermetically sealed magnetic reed Storage: -40°C to +74°C PVC Schedule 40 Tubing Contact Rating: 15 watts Operating: -0° to +60°C Switch travel: 7/8 inch to contact VEEDER-ROOT 0. 12.0 -inch 1.9 -inch 125 Powder Forest Drive, Post Office Box 2003, Simsbury, CT 06070-2003 TEL: (860) 651-2700, FAX: (860) 651-2719 TECH SUPPORT: (860) 651-2753 BRAZIL: Sao Paulo • CANADA: Mississauga, Ontario • ENGLAND: Richmond Surrey • FRANCE: Aulnay-Sous-Bois • GERMANY: Aldingen • SINGAPORE: Singapore Printed n 12938 P/N 577013-027 Rev. B VRW6 Us.n_ 98 VEEDER-ROOT Sun-lt p Sensor of ?ly Ltd in 1.3ndt.::?tclvfsi,i..i,-ij Str..:,t'zige Tank • Sf-5,3 !II m". rn ct nti4 ST:a n rd Vi VEEDER-ROOT Interstitial Sensor for Fiberglass Tanks Our products offer the following features and benefits: Veeder-Root's Interstitial Sensor for use in Fiberglass Tanks detects the presence of liquid in the interstitial space of a double-wall fiberglass tank. Liquid in the annulus could mean a dangerous leak. When liquid is detected, the sensor sends an alarm signal to a TLS -450, LS -350R, TLS 350, TLS -3503, ILS -350, TLS -300i, TLS -300C, TLS -25i, or ILS -250 monitor. The monitor's visual and audible built-in alarm indicators immediately tell you where the problem is, so you can quickly take action to help prevent serious safety and environmental problems. The Veeder-Root Interstitial Sensor for fiberglass tanks can be used in the annulus of the fiberglass tank with a riser pipe of 4". Only two wires are required to connect the sensor to a TLS or ILS system. • Positive alarm indication of any liquid in double-wall fiberglass tanks • System indicators pinpoint alarm location • Fast action helps prevent serious safety and environmental problems. Features The presence of any liquid in the tank's interstitial space triggers a Fuel Alarm. Temperature Rating Storage: -40 degrees C to +75 degrees C Operating: -20 degrees C to +70 degrees C (hydrocarbons); 0 degrees C to 70 degrees C (non-freezing water) Dimensions: 2.13" long, 1.27" wide, and 0.58" high Standard Models ,Form No. ; Description r--- '794390-401 t ISensor for 4", 5" Diameter Fiberglass Tank 794390-404 1Sensor for 5"4" to 7" Diameter Fiberglass Tank 794390-407 !Sensor for 7"6" to 9°' Diameter Fiberglass Tank 794390-409 ISensor for 10" to 12" Diameter Fiberglass Tank 131,b c, p iti `T *#/0737 City of Evan MeMo TO: Scott Peterson, Building Inspections /Jon Hohenstein, Community Development 'Mike Ridley, Planning v1Jarrin Bramwell, Fire Marshal -- Russ Matthys, Engineering /John Gorder, Engineering —Leon Weiland, Engineering An Eaton, Utilities ,/Eric Macbeth, Maintenance /Gregg Hove, Maintenance FROM: Craig Novaczyk, Senior Building Inspector DATE: September 10, 2012 RE: Plan Review For: MISO Building Shell 2985 Ames Crossing Rd The plans are in our plan review section for your review and comment. # 32 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 D Yes ❑ No Tree Dedication ❑ Yes ❑ No PRV Required Signature Date G:\Building Inspections\FORMS\Commercial Bldgs Final & Plan Review Letters City of Ea�au TO: Scott Peterson, Building Inspections 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 FROM: Craig Novaczyk, Senior Building Inspector DATE: September 10, 2012 RE: Plan Review For: MISO Building Shell 2985 Ames Crossing Rd The plans are in our plan review section for your review and comment. # 32 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: 0 Qe rev levy a rrrv,d' o 3u,lef', 01-. -71t, 0-1 p C (71 12 -12-(.7) Indicate below any fees that are to be collected with the building permit. 17-e_444.14,„ /–re -,14, 0-..; Amount 78 `'� ❑ Yes ❑ No Landscape Security Required Zoning: ❑ Yes ❑ No Water Quality Dedication Meter Size: O Yes 0 No Park Dedication ❑ Yes 0 No Trail Dedication O Yes 0 No Tree Dedication O Yes 0—No PRV Required .4 / Z- `l `72.24)12 Sig ture Date G:\Building Inspections\FORMS\Commercial Bldgs Final & Plan Review Letters 1 Craig Novaczyk From: John Gorder Sent: Friday, September 14, 2012 4:19 PM To: 'steve@pellpro.com' Cc: Craig Novaczyk Subject: MISO Building Permit - Eagan Civil Plan Review Comments Attachments: E100.pdf Hi Steve, City of Eagan Public Works has reviewed the detailed civil plans for this building permit, and offer the following comments for revisions: General • Note "City Project 12 -BP -G" on all civil plan sheets, preferably in the lower right hand corner of each sheet Storm Sewer • Detail the removal of the existing catch basin and storm sewer pipe at the existing entrance on Shanahan Way that is proposed to be removed • The existing public storm sewer pipe along the west edge of the site that is to be abandoned should be excavated and removed completely, in accordance with City code • The new public storm sewer to be constructed should also be shown in profile view, in addition to plan view. Record plan drawings of the relocated storm sewer will be required prior to building occupancy. • The inverts of the existing storm sewer manholes that are to remain in place but connected to by the relocated storm sewer should be reconstructed. • All new connections to existing storm sewer structures shall be sawcut or core -drilled Water Main/ Service • Connection at Ames Crossing Road o Note 12" x 6" wet tap with gate valve o Note required traffic control per latest version of MNMUTCD —Temporary Work Zone Layout o Note restoration of bit. pavement & curb/ gutter to existing section within 72 hours of removal o To provide hydrant coverage, a tee, valve & hydrant should be added on this line in the Ames Crossing Road west boulevard (4' behind curb). An additional valve should be added at the property line on this line to delineate public/ private maintenance public/ private responsibilities. • All hydrants shall be equipped with a Storz pumper nozzle connection, per Eagan Plate 100 (attached) Please let me know if you have any questions on any of these comments. Please return scanned revised civil drawings to my attention. Thanks, John Gorder I City Engineer 1 City of Eagan City Hall 1 3830 Pilot Knob Road 1 Eagan, MN 55122 1 651-675-5645 1 651-675-5694 (Fax)1igorder(@,cityofeaqan.com City of Eaail 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 VtlAA City of Eaan We�o TO: Scott Peterson, Building Inspections 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 FROM: Craig Novaczyk, Senior Building Inspector DATE: September 10, 2012 RE: Plan Review For: MISO Building Shell 2985 Ames Crossing Rd The plans are in our plan review section for your review and comment. # 32 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 1210—it -TBD 4t. "PiNi vL6j proper "hold request" form to me. I LC omments: rytair PD -10cfre e uv lock (i` ou i :s 4 t -e/1 -cd o y- �7f' �. ��.c: Indicate below any fees that are to be collected with the building permit. Amount ■ 0 Yes 0 No Yes 0 No Yes 0 No Yes reg No Yes No Yes 0 No 1 Landscape Security Required Water Quality Dedication Park Dedication Trail Dedication Tree Dedication RV Required Signature it 500 577 5-2 , a ---c/ Date Zoning: 777 Meter Size: / / 21/ z_ - 101,2 Z ski p S , ot. ,a- .C -e -a% 1�-i_A,'-im-c ic, ? <tve-L 1,814._e cic,v4ot ac(,' 6Z. G:\Building Inspections\FORMS\Commercial Bldgs Final & Plan Review Letters cl Craig Novaczyk From: Pam Dudziak Sent: Friday, October 12, 2012 9:18 AM To: Craig Novaczyk Subject: MISO - Boulder Lakes Craig, I have received revised landscape and rooftop mechanical screening plans. Both are acceptable. The building permit can be released as far as I am concerned. Please let me know if you have any questions. Pam Pamela Dudziak 1 Planner 1 City of Eagan City Hall 13830 Pilot Knob Road I Eagan, MN 55122 1651-675-5691 1651-675-5694 (Fax) I pdudziakna citvofeagan.com City Of E8Q8D THIS COMMUNICATION MAY CONTAIN CONFIDENTIAL AND/OR OTHERWISE PROPRIETARY MATERIAL and is thus for use only by the intended recipient. If you received this in error, please contact the sender and delete the e-mail and its attachments from all computers. 1 Craig Novaczyk From: Pam Dudziak Sent: Wednesday, September 26, 2012 12:22 PM To: Craig Novaczyk; Erik Slettedahl Subject: Boulder Lakes - MISO facility I looked at the shell permit plans for the MISO facility and have the following comments. • There was no Site Plan in the building permit set. They need to submit a Site Plan. • I did not see the parking canopy structures in this set — will there be a separate building permit for them? • The Final PD Agreement for this site is yet to be executed and recorded. • The Final Landscape Plan is still being discussed for the Final PD Agreement, and may need to be amended for the building permit set. • The Final Plat has been released by the City for recording. • Park Dedication is due, based on building size, $869 per 1,000 s.f. of building. • Landscape Deposit is due of $7,500 Please share this info with the architect/contractor/applicant. I am out of the office at a conference the rest of the week and will follow up on this next week. Thank you. Pam Pamela Dudziak 1 Planner 1 City of Eagan City Hall 1 3830 Pilot Knob Road 1 Eagan, MN 55122 1 651-675-5691 1 651-675-5694 (Fax) 1 pdudziak(ilcitvofeagan.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 Craig Novaczyk - From: Knetter, Jay [jay.knetter@zastudios.com] Sent: Thursday, September 27, 2012 9:33 AM To: Craig Novaczyk; 'awaller@rjryan.com' - Cc: Pam Dudziak; Erik Slettedahl; 'Bill Schwartz'; Greg Miller(gmiller@interstatepartnersmn.com); Impellitteri, Melissa Subject: RE: Boulder Lakes - MISO facility Hi Craig and Pam, Please see our comments below in RED in response to your latest e-mail. Thanks for the update and we look forward to assisting you finalize the review for the Boulder Lakes V project. Thanks. Please feel free to contact me directly with any questions. Jay A. Knetter, AIA Vice President Architect Mem iay.knetter(c�zastudios.com Zimmerman Architectural Studios, Inc. 2122 West . e .w Avenue @,Mil aurr .`.153233 From: Craig Novaczyk jmailto:CNovaczyk@cityofeagan.coml Sent: Thursday, September 27, 2012 6:45 AM To: 'awaller@rjryan.com' Cc: Pam Dudziak; Erik Slettedahl; Knetter, Jay Subject: FW: Boulder Lakes - MISO facility Good morning Aaron, Please review the comments below. Thank you in advance for your attention to these items, Craig Craig Novaczyk I Senior Building Inspector 1 City of Eagan City Hall 1 3830 Pilot Knob Road 1 Eagan, MN 55122 1 (651) 675-5683 1 (651) 675-5694 (Fax) 1 cnovaczvk[a)citvofeagan.com City of Eapll 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. From: Pam Dudziak Sent: Wednesday, September 26, 2012 12:22 PM To: Craig Novaczyk; Erik Slettedahl Subject: Boulder Lakes - MISO facility I looked at the shell permit plans for the MISO facility and have the following comments. ► : There was no Site Plan in the building permit set. They need to submit a Site Plan. The permit drawings have complete Civil drawings as well as an architectural site plan AS100. The sheets in the set are in the following order as identified in the Index Sheet TS101-Civil, Landscaping, Structural, Architectural. • I did not see the parking canopy structures in this set — will there be a separate building permit for them? On sheet AS100 we have included the section thru the canopy structures for informational purposes. There is also a note that states we are working on the overall design of the canopy structures and would like to have them reviewed as a separate permit. We are exploring the option of a pre -fabricated canopy structure as well with the intent of maintaining all aesthetics previously conveyed. • The Final PD Agreement for this site is yet to be executed and recorded. Is there anything we need to do? • The Final Landscape Plan is still being discussed for the Final PD Agreement, and may need to be amended for the building permit set. What can we do to assist in this review and approval? • The Final Plat has been released by the City for recording. • Park Dedication is due, based on building size, $869 per 1,000 s.f. of building. Will this fee be a condition of the Building Permit release or should we pay now? • Landscape Deposit is due of $7,500 Will this be a condition of the Building Permit release? I know that Interstate Partners will provide fees as required to keep the review process moving. Please share this info with the architect/contractor/applicant. I am out of the office at a conference the rest of the week and will follow up on this next week. Thank you. Pam Pamela Dudziak 1 Planner 1 City of Eagan City Hall 1 3830 Pilot Knob Road 1 Eagan, MN 55122 1 651-675-5691 1 651-675-5694 (Fax) 1 pdudziak(a�citvofeagan.com City of Cap 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. 2 City of Eagan Ymo TO: Scott Peterson, Building Inspections 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 FROM: raigNovaczyk, ' enior Building Inspector DATE: ... - ;, 012 RE: Plan Review For: MISO Building Shell 2985 Ames Crossing Rd # 32 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 0 No Landscape Security Required Zoning: O Yes 0 No Water Quality Dedication Meter Size: ❑ Yes 0 No Park Dedication ❑ Yes 0 No Trail Dedication O Yes 0 No Tree Dedication O Yes 0 PRV Required (-1////) Sig fvure Date G:\Building Inspections\FORMS\Commercial Bldgs Final & Plan Review Letters City of Eagan be�o TO: Scott Peterson, Building Inspections 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 FROM: Craig Novaczyk, Senior Building Inspector DATE: September 10, 2012 RE: Plan Review For: MISO Building Shell 2985 Ames Crossing Rd The plans are in our plan review section for your review and comment. # 32 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 • PRV Required Date G:\Building Inspections\FORMS\Commercial Bldgs Final & Plan Review Letters 4* City of Eam demo TO: Scott Peterson, Building Inspections 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 FROM: Craig Novaczyk, Senior Building Inspector DATE: September 10, 2012 RE: Plan Review For: MISO Building Shell 2985 Ames Crossing Rd The plans are in our plan review section for your review and comment. # 32 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: O Yes No Water Quality Dedication Meter Size: O Yes No Park Dedication O Yes 0 No Trail Dedication O Yes No Tree Dedication O Y�s/❑No PRV Reouired SignatyYe Date efffi G:\Building Inspections\FORMS\Commercial Bldgs Final & Plan Review Letters City of Etall Nemo TO: Scott Peterson, Building Inspections 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 FROM: Craig Novaczyk, Senior Building Inspector DATE: September 10, 2012 RE: Plan Review For: MISO Building Shell 2985 Ames Crossing Rd The plans are in our plan review section for your review and comment. # 32 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: e i loY� it r f'5" at ekQ rear 04- &t btA,` d (4 t i(I ( ,need F112a (Ake i. c►Sn5. Indicate below any fees that are to be collected with the building permit. Amount ❑ Yes ❑ No Landscape Security Required Zoning: D Yes D No Water Quality Dedication Meter Size: ❑ Yes ❑ No Park Dedication ❑ Yes ❑ No Trail Dedication D Yes ❑ No Tree Dedication ❑ ?-es 0 No PRV Required / .?'#/ Signature Date G:\Building Inspections\FORMS\Commercial Bldgs Final & Plan Review Letters City of Eagan Mike Maguire Mayor Paul Bakken Cyndee Fields Gary Hansen Meg Tilley Council Members Thomas Hedges City Administrator Municipal Center 3830 Pilot Knob Road Eagan, MN 55122-1810 651.675.5000 phone 651.675.5012 fax 651.454.8535 TDD Maintenance Facility 3501 Coachman Point Eagan, MN 55122 651.675.5300 phone 651.675.5360 fax 651.454.8535 TDD www.cityofeagan.com The Lone Oak Tree The symbol of strength and growth in our community. September 12, 2012 Aaron Waller RJ Ryan Construction, Inc 1100 Mendota Heights Road Mendota Heights MN 55120 Cc: Jay Knetter Zimmerman Architectural Studios, Inc 2122 West Mt. Vernon Avenue Milwaukee WI 53233 RE: MISO (New Building Shell) 2985 Ames Crossing Dear Aaron: We have started our review of the construction documents submitted in pursuit of obtaining a building permit for the above -referenced project. This review is not intended to be an exhaustive and comprehensive report. Unless otherwise noted, all references are to the 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: Please provide the following submittal requirements: ..V A Certificate of Survey. �A completed Special Structural Testing and Inspection Program Summary Schedule. "<" One set of completed Energy Code Compliance Forms ,,,•' One Emergency Response Site Plan (Example enclosed). • Project specifications. Thank you in advance for your attention to these items. If you have any questions concerning this letter, please contact me at (651) 675-5683 or cnovaczyk@cityofeagan.com. Sincerely, { Craig Novaczyk Senior Building Inspector Cc: Dale Schoeppner, Chief Building Official Z LOZ 2i38IN31d3S 9Z O m 0 2985 AMES CROSSING ROAD, EAGAN, MN 55121 A s3>lt1 asainoe owl FIRE DEPARTMENT CONNECTION ddOlflHS 2131VM (V/N) 21313W SVO ddOlflHS NIVI 02110313 MOH 2131NNI21dS 321Id 13NVd lAkiV1V 32lld rn co 0 O x INVHCIAH 3211] EMERGENCY RESPONSE SITE PLAN LEGEND: 0 0 z m Z 0 0 0 C v 0 mCJ m, Z M c z V N N Z D O cu = D m orn m c O cnO O pj m D m O O 0 0 z 0 0 z 0) 0 O v m Special Structural Tooting & Inspection Program Summary Schedule Project Nam Location Project 0 Permit 0 (1) Technlcalffi) Description (3) Type of Ins actionFr Specific Report -•uan 5 Assigned Arm (6) Section Article V:coN 11JA • il*:A0.R (1Lo. f.t3MQ,.,u'r sI - `r ? .J M)4IG IA K'40 I.) t L t;% i-1 t; Re-' na 12 2 1.- -r s-te t- C.Ioc.../- ' t - -r Note: This schedule shall be filled out and Included In a Special Structural Testing and Inspection Program, (If not otherwise specified, assumed program will be "Guidelines for Special Inspection & Testing" as contained In the State Building Code and as modified by the State adopted IBC. *A complete specification -ready program can be downloaded directly by visiting CA8E/MN at mamma .ora. 1. Permit number to be provide by the Building Official 2. Referenced to the specific technical scope section In the program 3. Uee descriptions per IBC Chapter 17, as adopted by MN State Building Code. A. Special Inspector-Technlcel (SIT); Special Inspector -Structural (SIS) 6. Weekly, monthly, per tesUlnspecllon, per floor, etc. 6. Name of firm contracted to perform services Acknowledgements nth appropriate representative ehaf etgn below) � Owner ..b iA �.+ Firm �E d' r cu- ,Libate 10 .i k c Contract •r► 1 ! . FI -� + — Date la 1 91 Zo\Z.. Architect `: ' " FirmDeletO.1 1?• SSR Flrm,D✓w,ppr,dy.Tere-i, Date SI- t .�.;44r.. Firm 8C4611,1 gvif-c.-1'a - Date 20la TA 01111r` Firm Date F Firm Date If requested by Engineer/Arohltect of Record or Building Official, the Individual names of all prospective Special Inspectors and the wbrk they Intend to observe ehaf be Identified as en attachment. Leaend SER = Structural Engineer of Record SIT = Special Inspector -Technical TA = Testing Agency F = Fabricator SI -S Cr 8pedal Inspector•Structural Act+epted for the Building Division 0y Dale BCSD•PR010 4103 A Structural Steel Special Inspection Final Report MISO Office Building Ames Crossing Road & Shanahan Way Eagan, Minnesota Prepared for R.J. Ryan Construction, Inc. Project BL -12-04577 March 11, 2013 Braun Intertec Corporation BRAUN INTERTEC March 11, 2013 Mr. Jack Grotkin R.J. Ryan Construction, Inc. 1100 Mendota Heights Road Mendota Heights, Minnesota 55120-1224 Braun Intertec Corporation nodi Hampshire Ave S Minneapolis, MN 55438 Phone: 952.995.2000 Fax: 952.995.2020 Web: braunintertec.com Project BL -12-04577 Re: Structural Steel Special Inspection Procedural and Final Report MISO Office Building Ames Crossing Road & Shanahan Way Eagan, Minnesota Dear Mr. Grotkin: Please find attached to this procedural report the Structural Steel Special Inspection Final Report for the MISO Office Building Project and the supporting Special Inspection Daily Reports. Special Inspection and Testing Procedures The special inspection services were periodically provided by International Code Council (ICC) certified special inspectors in accordance with the requirements of the Minnesota State Building Code, Chapter 17 of the International Building Code (IBC) and the project plans and specifications. The purpose of special inspections is to provide a review of the contractor's work designated by the project structural engineer as needing special inspection under the guidelines of the IBC to determine compliance with the approved construction documents. The special inspector does not have the responsibility or authority to, nor is it the intent of special inspections to have them, judge or modify the construction documents. Only the structural engineer of record can do this. As the special inspections were completed, a Special Inspection Daily Report was prepared to summarize the results of our inspections and testing. A copy of this report was provided to the contractor's site representative for their review and records. As part of this report, items needing correction or discrepancies observed from the approved construction documents were noted. We also summarized the discrepancies documented in a Discrepancy Log. As needed, we also contacted the project structural engineer for additional clarification on specific issues related to the drawings or discrepancies observed. Plans and Specifications The plans and project documents available at the site were used for our inspections. From time to time, we received plan modifications from the structural engineer. When received, these were used to evaluate the work completed in the field. AA/EOE Providing engineering and environmental solutions since 1957 R.J. Ryan Construction, Inc. Project BL -12-04577 March 11, 2013 Page 2 Summary of Special Inspections and Material Observations and Tests Visual Examination of the Field -Made Welds Visual examination of the field welds was conducted in accordance with American Welding Society (AWS) D1.1-2010, Figure 5.4 and Table 6.1 requirements and the requirements of the project plans and specifications. Ultrasonic Examinations Ultrasonic examinations of the partial and full -penetration -welded connections 5/16 inch or greater were conducted in general accordance with the AWS 01.1- 2010, Section 6, Table 6.2 static loaded criteria and the requirements of the project plans and specifications. Magnetic Particle Examination Magnetic particle examinations of the welded connections were conducted in general accordance with the AWS D1.1-2010, Table 6.1 requirements and requirements of the project plans and specifications. Tension -Control Bolted Connection Observations Tension -control bolted connection observations were conducted to determine if the bolt holes were filled, if the correct bolts were used, if the nuts were fully engaged and if the splined end of the tension - control bolts had separated from the body of the bolt. Removal of the splined end is a direct indicator the bolt has been torqued to the minimum snap -off load. At connections where the splined ends were not, or could not be removed, the torque applied to the bolt by the contractor was determined using a hand-held torque wrench. In addition, each connection was observed for fit -up and to determine if the various plies were in contact with one another. Metal Deck Weld and Fastener Observations Metal deck weld observations were conducted in general accordance with AWS D1.3-1998, Section 6.0 requirements and the requirements of the project plans and specifications. Items reviewed included the quality, size and spacing of the welds. In addition, the location and the completeness of the side -lap fastener installation were observed and evaluated. Column Anchor Bolt Observations The column anchor bolts were observed to determine if they were in place, and if the nuts were installed, fully engaged and snug tight. The base plates were observed to determine if they were in full contact with the adjoining surface. If required by the construction documents, we also observed if the plate washers were installed. BRAUN 1NTERTEC R.J. Ryan Construction, Inc. Project BL -12-04577 March 11, 2013 Page 3 General In performing its services, Braun Intertec used that level of care and skill ordinarily exercised by reputable members of its profession currently practicing in the same Locality. No warranty, express or implied, is made. Thank you for the opportunity to provide the special inspection and testing services for this project. After review of the attached Special Inspection Final Report, if you have any questions or require additional information, please call Troy Baumann at 952.995.2554 or Chris Kehl at 952.995.2386. Sincerely, BRAUN INTERTEC CORPORATION Troy W. Baumann ICC Certified Special Inspector -Structural Steel and Welding Christopher R. Kehl, PE Associate Principal -Senior Engineer Attachment: Structural Steel Special Inspection Final Report c: Paul Gates; Paul Gates Architect Pete Hein; R.J. Ryan Construction, Inc. Melissa Impellitteri; Zimmerman Architectural Studios, Inc. Jay Knetter; Zimmerman Architectural Studios, Inc. Craig Novaczyk; City of Eagan Inspections Department Craig Marifke; Harwood Engineering Consultants Mary Piontkowski; Harwood Engineering Consultants BRAUN IN ERTEC BRAUN INTERTEC Braun Intertec Corporation 11o01 Hampshire Ave S Minneapolis, MN 55438 Structural Steel Special Inspection Final Report City of: Eagan Project: MISO Office Building Phone: 952.995.2000 Fax: 952.995.2020 Web: braunintertec.com Date: March 11, 2013 Attention: Mr. Jack Grotkin Ames Crossing Road & Shanahan Way Eagan, Minnesota Braun Intertec Project: BL -12-04577 In accordance with the Minnesota State Building Code, Section 1704 of the International Building Code and the agreed-upon scope of services, the required special inspections and testing have been provided for the following items: Bolting The bolted connections detailed in the attached Special Inspection Daily Reports were observed in general accordance with the requirements of the plans and specifications. Discrepancies were noted and documented. These connections were found to be acceptable following the required corrections or review with the structural engineer. There are currently no outstanding or unresolved bolted connection -related issues. Structural Field Welding The welded connections detailed in the attached Special Inspection Daily Reports were observed in general accordance with the requirements of the project plans and specifications. There are currently no outstanding or unresolved structural welding -related issues. Topside Metal Deck Welding and Fasteners The metal deck welding, deck fasteners and side -lap fasteners detailed in the attached Special Inspection Daily Reports were observed in general accordance with the requirements of the project plans and specifications. There are currently no outstanding or unresolved decking -related issues. AA/EOE Providing engineering and environmental solutions since 1957 R.J. Ryan Construction, Inc. Project BL -12-04577 March 11, 2013 Page 2 Conclusion Based upon the inspections conducted, the testing performed and the attached reports, it is our professional judgment that, to the best of our knowledge, the inspected work was performed and completed in accordance with the approved plans, specifications, structural -engineer -provided modifications and applicable workmanship provisions of the Minnesota State Building Code and the International Building Code. Inspecting Firm: Braun Intertec Corporation I hereby certify that this plan, specification or report was prepared by me or under my direct supervision and that I am a duly Licensed Professional Engineer under the laws of the State of Minnesota. Christopher R. Kehl, PE Associate Principal -Senior Engineer License Number: 43459 March 11, 2013 Attachments: Special Inspection Daily Reports 1 through 8 Summary of Discrepancy Log ```F NI�h�N• CHRKISTOPEHLHEPE wR R. It =. zz , °w 964:, 7i:1-67 •• �I'O�P BRAUN INTERTEC BRAUN INTERTEC City of Eagan Special Inspection Daily Report Page 1 of 1 Report No.: Steel #1 Project Name: MISO Office Building Project Address: Ames Crossing Rd Client: Weather: Date of this Report: 12-28-12 Project No.: BL -12-04577 RJ Ryan Sunny Client Project No.: Temperature: 15°F Type of Inspection: El Continuous ❑ Periodic Inspection Coverage: ❑ Masonry ® Welding & Bolting ❑ Piles & Piers ❑ Rebar Placement ❑ Foundations ❑ Concrete ❑ Fireproofing ❑ Tendon Placement ❑ Soils ❑ Special Cases: Did the architect or engineer authorize changes to City -approved plans? ❑ Yes (Listed Below) ❑ No Description and location of work completed: 1) Performed visual observations of Anchor Bolts looking for full nut engagement. Foundation grid A -J, 1-9. It was noted that several nuts did not have full nut engagement and in afew locations the anchor bolt did not sick though the base plate. 2) Performed visual observations of fillet welds on Bar -Joist to Beam connections on Roof framing grid A -H, 1-4. No Discrepancies Noted. 3) A-325 TC Bolts i nbeam to beam and beam to column connections. Roof framing grid A -H, 1-4. No Discrepancies Noted. List tests performed: Visual • Are there any discrepancies noted from this days observations? Yes ® No ❑ • Are there any outstanding discrepancies on this project? Yes ® No ❑ If yes, see attached Summary Sheet. • Report given to Contractor: Yes ❑ No ❑ To the best of our knowledge, work inspected was done in accordance with the approved plans, specifications, and applicable workmanship provisions of the current IBC, except as noted above. Signed: 4i ---- Baumann, Troy Date: 12-28-12 Print Full Name: Troy Baumann I.D. No.: 5067860-85 Rev. 12/07 • Providing engineering and environmental solutions since 1957 BRAUN INTERTEC Report No.: Project Name: Project Address: Client: Weather: City of Eagan Special Inspection Daily Report Page 1 of 1 Steel #2 MISO Office Building Ames Crossing Rd Date of this Report: 12-31-12 Project No.: BL -12-04577 RJ Ryan Sunny Client Project No.: Temperature: 15°F Type of Inspection: ® Continuous ❑ Periodic Inspection Coverage: ❑ Masonry ® Welding & Bolting ❑ Piles & Piers ❑ Rebar Placement ❑ Concrete ['Tendon Placement ❑ Foundations ❑ Fireproofing ❑ Soils ❑ Special Cases: Did the architect or engineer authorize changes to City -approved plans? ❑ Yes (Listed Below) ❑ No Description and location of work completed: 1) Performed visual observations of fillet welds on Bar -Joist to Beam connections on Roof framing grid D -H, 4-9. No Discrepancies Noted. 2) A-325 TC Bolts i nbeam to beam and beam to column connections. Roof framing grid D -H, 4-9. No Discrepancies Noted. 3) Performed visual observations of Deck Puddle welds and side lap fasteners on roof framing grid A -H, 1-4. No discrepancies noted. List tests performed: Visual • Are there any discrepancies noted from this days observations? Yes ❑ N ■ Are there any outstanding discrepancies on this project? Yes ® No El o If yes, see attached Summary Sheet. • Report given to Contractor: Yes ❑ No ❑ To the best of our knowledge, work inspected was done in accordance with the approved plans, specifications, and applicable workmanship provisions of the current IBC, except as noted above. Signed: Baumann, Troy Date: 12-31-12 Print Full Name: Troy Baumann I.D. No.: 5067860-85 Rev. 12/07 Providing engineering and environmental solutions since 1957 BRAUN INTERTEC Special Inspection Daily Report Report No.: Steel #3 City of Eagan Date of this Report: 1-2-13 Project Name: MISO Office Building Project Address: Ames Crossing Rd Client: Weather: Page 1 of 1 Project No.: BL -12-04577 RJ Ryan Sunny Client Project No.: Temperature: 15°F Type of Inspection: ® Continuous ❑ Periodic Inspection Coverage: ❑ Masonry ® Welding & Bolting ❑ Piles & Piers ❑ Rebar Placement ❑ Foundations ❑ Concrete ❑ Fireproofing ❑ Tendon Placement ❑ Soils ❑ Special Cases: Did the architect or engineer authorize changes to City -approved plans? ❑ Yes (Listed Below) ❑ No Description and location of work completed: .........._..... 1) Performed UT inspections of CJP moment connections on top and bottom flanges to column connections. Roof framing grid J,1, J,2.1, & J, 2.9 (QTY 9) welds were inspected and found acceptable to AWS D1.1 2010 Table 6.2. No Discrepancies Noted. List tests performed: Visual • Are there any discrepancies noted from this day's observations? • Are there any outstanding discrepancies on this project? Yes If yes, see attached Summary Sheet. • Report given to Contractor: Yes ❑ No ❑ To the best of our knowledge, work inspected was done in accordance with the approved plans, specifications, and applicable workmanship provisions of the current IBC, except as noted above. Yes ❑ No LEI No ❑ Signed: Baumann, Troy Date: 1-2-13 Print Full Name: Troy Baumann I.D. No.: 5067860-85 Rev. 12/07 Providing engineering and environmental solutions since 1957 - BRAUN INTERTEC Report No.: Project Name: Project Address: Client: Weather: City of Eagan Special Inspection Daily Report Page 1 of 1 Steel #4 MISO Office Building Ames Crossing Rd Date of this Report: 1-7-13 Project No.: BL -12-04577 RJ Ryan Sunny Client Project No.: Temperature: 15°F Type of Inspection: ® Continuous ❑ Periodic Inspection Coverage: ❑ Masonry El Welding & Bolting ❑ Piles & Piers ❑ Rebar Placement ❑ Concrete ❑ Tendon Placement El Foundations ❑ Fireproofing ❑ Soils ❑ Special Cases: Did the architect or engineer authorize changes to City -approved plans? ❑ Yes (Listed Below) ❑ No Description and location of work completed: 1) Performed UT inspections of CJP moment connections on top and bottom flanges to column connections. Roof framing grid J, 2.9-4 (QTY 3) and H, 4.8-7.8 (QTY 12) welds were inspected and found acceptable to AWS D1.1 2010 Table 6.2. No Discrepancies Noted. List tests performed: Visual • Are there any discrepancies noted from this days observations? Yes 0 No • Are there any outstanding discrepancies on this project? Yes ® No ❑ If yes, see attached Summary Sheet. • Report given to Contractor: Yes ❑ No 0 To the best of our knowledge, work inspected was done in accordance with the approved plans, specifications, and applicable workmanship provisions of the current IBC, except as noted above. Signed: Baumann, Troy Date: 1-7-13 Print Full Name: Troy Baumann I.D. No.: 5067860-85 Rev. 12/07 • Providing engineering and environmental solutions since 1957 - BRAUN I NTE RTEC Special Inspection Daily Report Report No.: Steel #5 City of Eagan Date of this Report: 1-10-13 Project No.: BL -12-04577 Project Name: MISO Office Building Project Address: Ames Crossing Rd Client: Weather: Page 1 of 1 RJ Ryan Sunny Client Project No.: Temperature: 15 °F Type of Inspection: Inspection Coverage: ® Continuous ❑ Periodic ❑ Masonry ® Welding & Bolting ❑ Piles & Piers ❑ Rebar Placement ❑ Foundations El Concrete ❑ Fireproofing ❑ Tendon Placement ❑ Soils El Special Cases: Did the architect or engineer authorize changes to City -approved plans? ❑ Yes (Listed Below) El No Description and location of work completed: 1) Performed visual observations of Deck Puddle welds and side lap fasteners on roof framing grid H -J, 1-4 and D -J, 4-9 No discrepancies noted. 2) Performed MT inspectionof CJP welds on channel to Beam flange connection. Canopy frame. Welds were found visualy acceptable to AWS D1.1 2010 Table 6.1. No Discrepancies Noted. 3) A325 TC Bolts on canopy Grid 1, D.6 -E. no Discrepancies Noted. List tests performed: Visual ■ Are there any discrepancies noted from this day's observations? Yes ❑ No El • Are there any outstanding discrepancies on this project? Yes /1 No ❑ If yes, see attached Summary Sheet. • Report given to Contractor: Yes ❑ No ❑ To the best of our knowledge, work inspected was done in accordance with the approved plans, specifications, and applicable workmanship provisions of the current IBC, except as noted above. Signed: Baumann, Troy Date: 1-10-13 Print Full Name: Troy Baumann I.D. No.: 5067860-85 Rev. 12/07 • Providing engineering and environmental solutions since 1957 - BRAUN I NTE RTEC City of Eagan Special Inspection Daily Report Page 1 of 1 Report No.: Steel #6 Project Name: MISO Office Building Project Address: Ames Crossing Rd Client: Weather: Date of this Report: 1-17-13 Project No.: BL -12-04577 RJ Ryan Sunny Client Project No.: Temperature: 15°F Type of Inspection: Inspection Coverage: ® Continuous ❑ Masonry ❑ Rebar Placement ❑ Foundations ❑ Special Cases: ❑ Periodic ®Welding & Bolting ❑ Concrete ❑ Fireproofing ❑ Piles & Piers ❑ Tendon Placement ❑ Soils Did the architect or engineer authorize changes to City -approved plans? ❑ Yes (Listed Below) ❑ No Description and location of work completed: 1) Performed visual observations of Deck Puddle welds and side lap fasteners on Conopy framing grid D.6 -E.1, 1 No discrepancies noted. 2)3/4" A325 TC Bolts on Girt to column connections. Wall framing grid 9, E -H, H, 1-9, and 1, B -J. No Discrepancies Noted. List tests performed: Visual • Are there any discrepancies noted from this day's observations? Yes ❑ No • Are there any outstanding discrepancies on this project? Yes ® No ❑ If yes, see attached Summary Sheet. • Report given to Contractor: Yes ❑ No 0 To the best of our knowledge, work inspected was done in accordance with the approved plans, specifications, and applicable workmanship provisions of the current IBC, except as noted above. Signed: Date: 1-17-13 Print Full Name: Troy Baumann I.D. No.: 5067860-85 Rev. 12/07 Providing engineering and environmental solutions since 1957 BRAUN I NTE RTEC Report No.: Project Name: Project Address: Client: Weather: City of Eagan Special Inspection Daily Report Page 1 of 1 Steel #7 MISO Office Building Ames Crossing Rd Date of this Report: 1-24-13 Project No.: BL -12-04577 RJ Ryan Sunny Client Project No.: Temperature: 15°F Type of Inspection: Continuous ❑ Periodic Inspection Coverage: ❑ Masonry ❑ Rebar Placement ❑ Foundations Welding & Bolting ❑ Concrete ❑ Fireproofing ❑ Piles & Piers ❑ Tendon Placement ❑ Soils ❑ Special Cases: Did the architect or engineer authorize changes to City -approved plans? ❑ Yes (Listed Below) ❑ No Description and location of work completed: 1) Performed visual observations of fillet welds on Brick Angle to Light Gage wall framing.Grid A -H, 1-4. No Discrepancies Noted. List tests performed: Visual Are there any discrepancies noted from this day's observations? Yes ❑ No • Are there any outstanding discrepancies on this project? Yes ® No ❑ o If yes, see attached Summary Sheet. Report given to Contractor: Yes ❑ No ❑ To the best of our knowledge, work inspected was done in accordance with the approved plans, specifications, and applicable workmanship provisions of the current IBC, except as noted above. Signed: Print Full Name: Rev. 12/07 Troy Baumann Date: 1-24-13 I.D. No.: 5067860-85 • Providing engineering and environmental solutions since 1957 - BRAUN . I NTE RTEC Report No.: Project Name: Project Address: Client: Weather: City of Eagan Special Inspection Daily Report Page 1 of 1 Steel #8 Date of this Report: 2-14-13 MISO Office Building Project No.: BL -12-04577 Ames Crossing Rd RJ Ryan Sunny Client Project No.: Temperature: 15 ° F Type of Inspection: ® Continuous ❑ Periodic Inspection Coverage: D Masonry ®Welding & Bolting ❑ Piles & Piers ❑ Rebar Placement ❑ Concrete ❑ Tendon Placement ❑ Foundations ❑ Fireproofing ❑ Soils ❑ Special Cases: Did the architect or engineer authorize changes to City -approved plans? ❑ Yes (Listed Below) ❑ No Description and location of work completed: 1) Performed visual observations of Anchor Bolts looking for full nut engagement. Foundation grid A -J, 1-9. Locations noted in report #1 where the nuts did not have full nut engagement had a sleave nut added per the request of the EOR. No Discrepancies Noted. List tests performed: Visual • Are there any discrepancies noted from this days observations? Yes ❑ • Are there any outstanding discrepancies on this project? Yes ❑ No o If yes, see attached Summary Sheet. • Report given to Contractor: Yes ❑ No ❑ To the best of our knowledge, work inspected was done in accordance with the approved plans, specifications, and applicable workmanship provisions of the current IBC, except as noted above. No Signed: Date: 2-14-13 Print Full Name: Troy Baumann I.D. No.: 5067860-85 Rev. 12!07 • Providing engineering and environmental solutions since 1957 BRAUN 8M INTERTEC Project Name: Project Address: Summary of Discrepancies Needing Correction or Review by the Design Engineer or Architect MISO Office Building Ames Crossing RD The following items must be reviewed by the engineer and/or corrected and/or inspected before work can continue in the area. Report No. Report Date Description Resolution to Discrepancy O/C Status 1New 12-28-12 1) Performed visual observations of Anchor Bolts looking for full nut engagement. Foundation grid /60, 1-9. It was noted that several nuts did not have full nut engagement and in afew locations the anchor bolt did not sick though the base plate. nut added per EOR Closed 2-14-13 THE MINNESOTA BOARD OF ARCHITECTURE, ENGINEERING, LAND SURVEYING, LANDSCAPE ARCHITECTURE, GEOSCIENCE & INTERIOR DESIGN September 4, 2012 Craig A. Marifke Harwood Engineering Consultants 255 N 21st St Milwaukee WI 53233 Dear Mr. Marifke: The purpose of this letter is to acknowledge the receipt of your application and $100.00 application fee for Professional Engineer licensure by comity, as provided for in Minnesota Statutes and Rules. Your canceled check is your receipt. Your application and required documentation appears to be in good order; therefore, you may practice your profession while your application is pending Board review pursuant to Minnesota Statutes 326.13(2)(2000) and Minnesota Rules Part 1800.0900, Subpart 6(1999). Enclosed is a Board form entitled Procedure for Signing and Dating Plans by Applicants for Comity Licensure. Please read it carefully. Sign, date and return a copy of the form to the Board office within five days of receipt of this letter. The Board will review your application and you will be informed by letter of their determination. If your application is approved, a license fee will be requested. Once the license fee is received, a license number and card will be issued to you. A Certificate of Licensure, suitable for framing, will be ordered for you and arrive at a later time. if you do not meet the requirements of Minnesota Statutes and Rules, you will be advised as to any additional requirements necessary in order to qualify for licensure in Minnesota as a Professional Engineer. Please contact the Board office with any questions. Thank you. Sincerely, Holl'ralmela Office and Administrative Specialist Intermediate Enclosure BY: EAGAN REVIEWED DATE. 41/1(/t.- iis.DING INSP TIONS DIVISION 85 East 7th Place, Suite 160, St. Paul, MN 55101 P. 651.296.2388 r f. 651.297,5310 in TTY 800.627.3529 WWw.aelslagid.state.mn.us AN EQUAL OPPORTUNITY EMPLOYER THE MINNESOTA BOARD OF ARCHITECTURE, ENGINEERING, LAND SURVEYING, LANDSCAPE ARCHITECTURE, GEOSCIENCE &. INTERIOR DESIGN September 4, 2012 PROCEDURE FOR SIGNING AND DATING PLANS BY APPLICANTS FOR COMITY LICENSURE This Board does not have the statutory authority to issue temporary permits. An architect, a professional engineer, a land surveyor, a landscape architect, a professional geologist, or a professional soil scientist, currently licensed to practice in another State, upon notification that his/her application has been received and is in good order, may practice his/her profession while the application is pending final Board approval. The application will be approved/denied by this Board within 30 days of receipt. An application that has not been acted upon by the Board within six months of receipt, because of the failure of the applicant to furnish required information to the Board in support of the application, shall be denied. The plans, specifications or other documents prepared by the applicant during the period in which his/her application is pending, must bear the seal of the State in which the applicant was originally licensed, signed across the seal and dated. The notation "Minnesota license pending" and the date of this notice must be placed adjacent to the seal. The seal, signature and date of signature, along with the above notation and date, shall be placed on each sheet of the set of drawings he/she has prepared for the project and on the title or first sheet of the specifications. Minnesota law does not permit architects to sign engineering documents nor professional engineers to sign architectural documents. Your signature on a document intended for construction or use in the State of Minnesota means that the document embodies your own professional skill and judgement and was either prepared by you or under your direct supervision. Please sign, date and return a copy of this form letter within five days of receipt of the letter. The purpose of signing and returning the copy of this letter signifies that you have read and understand this requirement and that you will comply with the requirement. Failure to return the copy, signed and dated, to this office renders this authority void. The authority for sealing plans, specifications or other documents expires 30 days following the date of this letter. Signature ,j Print Name 7/7/2of Date Attn: Holly Salmela Minnesota Board of AELSLAGID 85 East 7th Place, Suite 160, St. Paul, MN 55101 p. 651.296.2388 • f. 651.297.5310 ■ TTY 800.627.3529 www.aelslagid.state.mn.us AN EQUAL OPPORTUNITY EN OYER Craig Novaczyk From: Craig Novaczyk Sent: Wednesday, October 10, 2012 6:29 AM • To: 'Jeremy Thomas' Cc: Peggy Fleck; Dale Schoeppner Subject: RE: MISO FTNGS & FOUNDATIONS PERMIT APPLICATION Jeremy, As far as I know, there is no change in the status of the availability for the actual Building Permit. The Footing and Foundation is available if you choose to go that route. Craig Craig Novaczyk 1 Senior Building Inspector 1 City of Eagan City Hall 1 3830 Pilot Knob Road 1 Eagan, MN 55122 1 (651) 675-5683 1 (651) 675-5694 (Fax) 1 cnovaczvk(acitvofeagan.com City of Bel 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. From: Jeremy Thomas [mailto:jthomas©rjryan.comj Sent: Tuesday, October 09, 2012 5:17 PM To: Peggy Fleck; Craig Novaczyk Cc: awallerCalrjryan.com Subject: RE: MISO FTNGS & FOUNDATIONS PERMIT APPLICATION Peggy and Craig, thanks for all you work getting the permit ready for MISO. I have attached the special inspections form as Craig requested. Due to the fact the checks are incorrect amount for the FOOTING & FOUNDATION permit, we hope you can grant the actual Buliding permit. Then the permit checks should align with the actual costs. This will prevent us from chasing down another set of checks from Milwaukee, where the owner is located. The Thursday @ 1:OOpm inspection unfortunately is too soon as we cannot get anchor bolts that fast. If you can get us a permit number tomorrow we can re -call in an inspection time that works. Please let me know if you have any questions, thank you very much for accommodating this,a Jeremy Thomas, LEED AP 1 Senior Project Manager R.J. Ryan Construction, Inc 1 Commercial Design and Construction 1100 Mendota Heights Road 1 Mendota Heights, MN 55120 Direct: 651-365-7009 Fax: 651-681-0235 1 www.rirvan.com From: Peggy Fleck [mailto:PFleck©cityofeagan.com] Sent: Tuesday, October 09, 2012 7:13 AM To: Craig Novaczyk; 'Jeremy Thomas' Subject: RE: MISO FTNGS & FOUNDATIONS PERMIT APPLICATION Hello Jeremy, 1 I will be contacting you sometime this morning to get the name of the licensed plumbing and/or certified pipelayer that you will be using for the sewer and water work. I need that information before I can enter your footing and foundation permit. Best regards, Peggy 651-675-5674 From: Craig Novaczyk Sent: Tuesday, October 09, 2012 7:06 AM To: 'Jeremy Thomas' Cc: Peggy Fleck Subject: RE: MISO FTNGS & FOUNDATIONS PERMIT APPLICATION Good morning Jeremy, I will still need a completed Special Inspections and Testing Schedule from you prior to issuing a footing and foundation permit, and you will need to name the licensed plumbing company that will be installing the sewer/water services. Based on $10,000.00 of the total cost of construction, the footing and foundation permit fee will be $116,495.39. We have received three checks already. Two of which we can put toward this permit fee. $52,542.00 (Trail dedication) and $7,500.00 (Landscaping deposit). If you subtract the amount of these two checks from $116,495.39, the remainder will be. $56,453.39. The remaining check will have to be sent back to you. Please contact Peggy Fleck from our clerical staff to discuss returning the remaining check and picking up the footing and foundation permit. Craig Craig Novaczyk 1 Senior Building Inspector 1 City of Eagan City Hall 1 3830 Pilot Knob Road 1 Eagan, MN 55122 1 (651) 675-5683 1 (651) 675-5694 (Fax)1 cnovaczvk(cD_cityofeagan.com City o[Eaall 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. From: Jeremy Thomas [mailto:jthomas©rjryan.com] Sent: Monday, October 08, 2012 4:32 PM To: Craig Novaczyk Cc: awaller©rjryan.com; gmiller(&interstateDartnersmn.com; Jack Grotkin; bschwartz@ainterstatepartners.com Subject: MISO FTNGS & FOUNDATIONS PERMIT APPLICATION Craig, per our conversation, attached is the footings and foundations application with the $10,000 valuation as you instructed. Please confirm the applicable permit fees for this. You mentioned the checks already received via mail may need to be adjusted if this is split out. We would appreciate getting this taken care of tomorrow morning. Thank you! Jeremy Thomas, LEED AP I Senior Project Manager 2 M I S t7'41 January 17, 2013 City of Eagan 3830 Pilot Knob Road Eagan, MN 55122 Attn: Building Commission Subject: Request for exception relative to the confidentiality of building plans and specifications. Dear Sir or Madam: Midwest Independent Transmission System Operator, Inc. (MISO) is currently in the process of constructing a new facility located at 2985 Ames Crossing Road, Eagan, MN, in cooperation with the Boulder Lakes V LLC. MISO respectfully requests that the City of Eagan grant an exception/waiver relative to the condition stated on its 2013 Commercial Building Permit Application form that states: "Plans and supporting documents that you submit are considered to be public information. Portions of the information may be classified as non-public if you provide specific reasons that would permit the City to conclude that they are trade secrets." MISO, under its role as a Regional Transmission Operator (RTO), is subject to numerous rules, regulations, laws and requirements imposed by such agencies as the Federal Energy Regulatory Commission (FERC), the North American Electric Reliability Corporation (NERC) and the United States Department of Homeland Security (DHS). MISO's operating facilities are included under the NERC Critical Infrastructure Protection program and the DHS Protected Critical Infrastructure Information program (PCII) which impose rigid security restrictions required to protect both physical and critical cyber assets. Violations are potentially subject to very significant monetary penalties. As a designated Critical Energy Infrastructure facility, it is imperative that MISO's building plans, documents and specifications be treated as highly confidential materials. Please provide a written notification of your confirmation that the plans, supporting documents and specifications provided under the aforementioned Commercial Building Permit Application will be held by the City of Eagan as highly confidential materials and classified as non-public information. 1 MIS Respectfully yours, ON Gary E. Erickson Advisor II — Projects & Construction Midwest Independent Transmission Operator, Inc. PO Box 4202 Carmel, IN 46082-4202 (317) 249-5257 perickson(c�misoenergy.orq GEE cc: A. Waller (R. J. Ryan); K. Davis (MISO Energy); J. Larson (MISO Energy); A. Simon (Cushman & Wakefield) J. Knetter (Zimmerman Architectural Studios) 2 Mike Maguire Mayor Paul Bakken Cyndee Fields Gary Hansen Meg Tilley Council Members Dave Osberg City Administrator Municipal Center 3830 Pilot Knob Road Eagan, MN 55122-1810 651.675.5000 phone 651;675.5012 fax 651.454.8535 TDD Maintenance Facility 3501 Coachman Point Eagan, MN 55122 651.675.5300 phone 651.675.5360 tax 651.454.8535 TDD www.cityofeagan.com The Lone Oak Tree The symbol of strength and growth in our community. May 3, 2013 Midwest Independent Transmission Operator, Inc. Attn: Gary E. Erickson PO .Box 4202 Carmel, IN 46082-4242 Dear Mr. Erickson, The City of Eagan is in receipt of your request dated January 17, 2013 to classify as non- public the plans, supporting documents and specifications for the MISO facility located at 2985 Ames Crossing Road. The City is in possession of this information in connection with your commercial building permit application. Based on the information provided in your letter, I, as the City's Responsible Authority, have determined that disclosure of the aforementioned data would be likely to substantially jeopardize the security of information, possessions, individuals and property against theft, tampering, improper use, illegal disclosure and trespass. Thus, as allowed by State Statute 13.37 Subd. A, the data shall be considered "security information" and classified as non-public. If you have any questions about this classification, please call me at 651-675-5034. Sincerely, Christina M. Scipioni City Clerk/Administrative Services Coordinator Copy: Assistant City Administrator Miller Chief Building Official Schoeppner File Craig Novaczyk From: Kevin Davis [KDavis@misoenergy.org] Sent: Tuesday, March 05, 2013 9:09 AM To: James C. Berry; Jeff Mayer; Kenneth Miller; Aaron Waller (awaller@rjryan.com); Andi Simon; Jeremy Thomas (jthomas@rjryan.com); Mike May; Peter N. Jensen (PNJensen@eganco.com); Gregg D. Hilmanowski; Knetter, Jay (jay.knetter@zastudios.com); Bill Schwartz(bschwartz@interstatepartners.com)(bschwartz@interstatepartners.com); Jeffrey Larson; Dale Schoeppner; Craig Novaczyk; Darrin Bramwell; Kumm, Marty (DLI); 'Don Egan (degan@firenetsys.com)'; 'dgardner@ahernfire.com' Subject: EPO Discussion recap Per the conference call held on March 4, 2013, it is MISO's understanding that the electrical permit for their new facility in Eagan, MN, will be issued with attached documentation affirming that an Emergency Power Off (EPO) system is not required by code. MISO looks forward to partnering with the City of Eagan fire department, police department and first responders on training sessions and working together to ensure they fully understand MISO's operations and emergency procedures at this new facility. Thank you all!! Kevin Davis Project Manager, Facilities MISO P.O. Box 4202 Carmel, IN 46082-4202 317-432-1902 - cell 317-249-5041- office 317-249-5899 - fax EAGAN ATE: 3 /3 1 7-7,;! °" !N a !IONS DIVISION