The URL can be used to link to this page

4350 Thomas Lake RdCity of Eqpt 3830 Pilot Knob Road Eagan MN 55122 Phone: (651) 675-5675 Fax: (651) 675-5694 RECEIVED APR 1 0 2014 Use BLUE or BLACK Ink For Office Use Permit #: 05 Permit Fee: Date Received: Staff: 0 2014 COMMERCIAL PLUMBING PERMIT APPLICATION ❑ Please submit two (2) sets of plans with all commercial applications. Date: '/ 7/4( Site Address: V350 7-40.4 Rs GA Tenant: 744, #4-14,c Z4,CE .t4Z At,ivy Suite #: Property wner Name: 136. /7z Phone: 6/Z— r/ 9— ADVO permit Type, ............... ........ . Name: v L.. -VT A, c 4 ( License #: / OC/,5:5 j Address: /X S '4C../AV4 E "PI 4tbb City: ,fi 'iC4,c/ State: Orf/ Zip: .5S722_ Phone: ZS/. J./ — y/37 Email: C i 4e e) A./#014,44,/ _ New _ Replacement Repair X Rebuild _ Modify Space Work in R.O.W. Description of work: COMMERCIAL New Construction Modify Space Irrigation System ( yes / _ no) ( RPZ / _ PVB) • Rain sensors required on irrigation systems • Avg. GPM (2" turbo required unless smaller size allowed by Public Works) _ Meters Call (651) 675-5646 to verity that tests passed prior to picking up meter. Domestic: Size & Type Fire: 1 Avg. GPM High demand devices? _Yes _No Flushometers _Yes _No COMMERCIAL FEES $55.00 Permit Fee Minimum *If contract value is LESS than $10,010, Surcharge = $5.00 **If contract value is GREATER than $10,010, Surcharge = Contract Value x $0.0005 ***If the project valuation is over $1 million, please call for Surcharge Contract Value $ x .01 = $ s.5. �o Permit Fee = $ S�. Surcharge* = $�� mo TOTAL FEE Following fees apply when installing a new lawn irrigation system Contact the City's Engineering Department, (651) 675-5646, for required fee amounts. $ Water Permit $ Treatment Plant $ Water Supply & Storage $ State Surcharge _$ TOTAL FEE CALL BEFORE YOU DIG. Call Gopher State One Call at (651) 454-0002 for protection against underground utility damage. \ I hereby acknowledge that this information is complete and accurate; that the work will be in conformance with the ordinances and codes of the City of Eagan; that I understand this is not a permit, but only an application for a permit, and work is not to start without a permit; that the work will be in accordance with the approved plan in the case of work which requires a review and approval of pins. x Ac°G /7r ce/ x Applicant's Printed Name Applicants Signature FOR OFFICE U SE Required lrispections _Under Ground Roug Meter Related Items MeterSize ;. _Final ' `PRV Regi Staff: Page 1 of 3 City of Eaall 3830 Pilot Knob Road Eagan MN 55122 Phone: (651) 675-5675 Fax: (651) 675-5694 AUG o3 (ECO' Use BLUE or BLACK Ink For, Office;Use q 6610 I Permit #: Permit Fee: 2 J rob Date Received: a�(/ Staff: 2010 COMMERCIAL FIRE ALARM PERMIT APPLICATION* ivItoDate: Site Address: 9350 ?hbma6 Lakt, Rd+ Ectjcw, MN 55 Tenant: ThOPYlaS LCAP, Suite #: , J PROPERTY OWNER Name: /5 /9rIv Phone: keter`,tII Thr 5J' 5 c Address / City / Zip: )t1415 i)Wii iiit RA Wi lol Applicant is: Owner X Contractor fl 3 Lake athl TYPE OF WORK Tho n JOb t ( 1$ Description of work: Ft Pi wYm f2Cp1 €Y}' € nt J i a Construction Cost: 471.-161.4-) Estimated Completion Date: (8-1.5-10 CONTRACTOR Name: -ei emni Y.1U/ License #: TOO aa 1 Address: -7c 5 Bobru2, Ala- /L) City::. 8tb0LG/n 'ark State: A4A/ Zip: 5611 S Phone: 703 - 73a— 7'j Contact: Lei mover. Email: CSst' Ver @ _,,90.410-04 &,#n WORK TYPE New X Remodel Addition Other: _ _ Alterations DESCRIPTION OF WORK: Commercial _ Residential _ Educational FEES $50.50 Minimum (includes State Surcharge) OR Contract Value $xib( • to x 1% =$ 'a5Q,o0 Permit Fee - If Permit Fee is less than $1,000, surcharge is $.50. c' increases by $.50 for each = $ `,%' ©" State Surcharge - If Permit Fee is > $1,000, surcharge Permit Fee requires a $1.00 surcharge). $5 D© TOTAL FEE $1,000 Permit Fee (i.e. a $1,001-$2,000 *Requirements: 2 complete sets of drawings and specifications, cut sheets on materials and components to be used I hereby apply for a Fire Alarm permit and acknowledge that the information is complete and accurate; that the work will be in conformance with the ordinances and codes of the City of Eagan and with the Minnesota Building/Fire Codes; that I understand this is not a permit, but only an application for a permit, and work is not to start without a permit; that the work will be in accordance with the approved plan in the case of work which requires a review and approval of plans. Applicant's Printed Name FOR"OFFICE USE Required Inspection x Applicant's Signature 41111. City of Etall 3830 Pilot Knob Road Eagan MN 55122 Phone: (651) 675-5675 Fax: (651) 675-5694 11 JUL 2 2 2009 97� o2- /ycf Permit#: 6%0,3°7 Permit Fee: q),1/6 - Date t'J Date Received: / g(9— Staff: 2009 COMMERCIAL PLUMBING PERMIT APPLICATION Date: 7 z°' og Site Address: 135-6 7i17/OMS Tenant: 77%'*p.S C/a/ee �L� �N7�1ev- Suite #: PROPERTY OWNER / Name: Z 6.O /7114 Phone: 6,/- 94, 77° CONTRACTOR Name: GelewLEL -/I /Acc ar, #4696 LL C License #: 7C /55:5d t4.- Address: /7/o /411EX/IA J466p ®P� City: £ ,c./ State: Afi i Zip: ,..5-1572, / Phone: g31-31 %-'/37 Contact Person: eg,9L /f!/c.4e/J' TYPE OF WORK _ New x Replacement Repair Rebuild Modify Space Work in R.O.W. _ _ _ _ Ciyi�if.�,� �G,X/S�it�6 Description of work: "" S -/-dies $ A PERMIT TYPE COMMERCIAL New Construction A/Modify Space Irrigation System ( yes / no) ( RPZ / PVB) _ • Rain sensors required on irrigation systems • Avg. GPM (2" turbo required unless smaller size allowed by Public Works) Meters Call (651) 675-5646 to verity that tests passed prior to picking up meter. Domestic: Size & Type Fire: Size & Price 3/4" meter $203.00 Avg. GPM High demand devices? _Yes _No Flushometers _Yes _No COMMERCIAL FEES: 00 $50.50 Minimum (includes State Surcharge) OR Contract Value $ 8 %%s x 1% Required - If Permit Fee is Tess than = $ ff• 95. Permit Fee on ALL new buildings and boulevard irrigation systems --> = $ Radio Meter Read $1,000, surcharge is $.50 = $ Meter(s) - If Permit Fee is > $1,000, surcharge increases by $.50 for each $1,000 t7 a $1,001-$2,000 Permit Fee requires a $1.00 surcharge). = $ ' State Surcharge $1,000 Permit Fee (i.e. Following fees apply Call the City's Engineering when installing a new lawn irrigation system. $ Water Permit Department, (651) 675-5646, for required fee amounts. $ Treatment Plant $ Water Supply & Storage $ State Surcharge TOTAL FEES $ '6. yS 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. M' L / "<i Cil e/s' Applicant's Printed Name e'. wired Inspections Under Groun Applicant's Signature Ciiy of8ap 3830 Pilot Knob Road Eagan MN 55122 Phone: (651) 675-5675 Fax: (651) 675-5694 Permit #: gcgcea.1 Permit Fee: Date Received: 1'7 Staff: 2009 COMMERCIAL PLUMBING PERMIT APPLICATION 42Lo/o6 " Site Address: 7 ia��Tenant: C ,%j / Date: Suite #: PROPERTY/�/ OWNER U Name: I3t 41"I(, Phone: CONTRACTOR Name: MIMI 19I J Wf � PI in. License #: 'bLoI Address: 1lio _1 Aiactrid.py 12d - City: i 1 i State: Mk) Zip:66 J c fll2y1S'1r) Phone: Contact Person:e TYPE OF WORK New Replacement Repair Repair 1--RebbuuiIdd,, ModifyM�Space Work in R.O.W. Description of work: f I TC.,J + (/t.[Jl.. j24 PERMIT TYPE COMMERCIAL New Construction Modify Space Irrigation System (_ yes / no) ( RPZ / PVB) • Rain sensors required on irrigation systems • Avg. GPM (2" turbo required unless smaller size allowed by Public Works) Meters Call (651) 675-5646 to verity that tests passed prior to picking up meter. Domestic: Size & Type Fire: Size & Price 3/4" meter $203.00 Avg. GPM High demand devices? Yes _No Flushometers _Yes _No COMMERCIAL FEES: $50.50 Minimum (includes State Surcharge) OR Contract Value $ x 1% Required - If Permit Fee is Tess than = $ Permit Fee on ALL new buildings and boulevard irrigation systems -= $ Radio Meter Read $1,000, surcharge is $.50 = $ Meter(s) If Permit Fee is > $1,000, surcharge increases by $.50 for each $1,000 a $1,001-$2,000 Permit Fee requires a $1.00 surcharge). = $ State Surcharge $1,000 Permit Fee (i.e. Following fees apply Call the City's Engineering when installing a new lawn irrigation system. $ Water Permit Department, (651) 675-5646, for required fee amounts. $ Treatment Plant $ Water Supply & Storage $ State Surcharge TOTAL FEES $ I hereby acknowledge that this information is complete and accurate; that the work will be in conformance with the ordinances and codes of the City of Eagan; that I understand this is not a permit, but only an application for a permit, and work is not to start without a permit; that the work will be in accordance with the approved plan in the case of work which requires a review and approval of plans. Applicant's Pr ted Name 443 Lafayette Road N. St. Paul, Minnesota 55155 www.dli.mn.gov MINNESOTA DEPARTMENT OF BOR & INDUST Y PROJECT JURISDICTION AGREEMENT BUILDING OFFICIAL: Date: 4/16/2010 City of Eagan Building Official Dale Schoeppner 3830 Pilot Knob Rd Eagan, MN 55122 Project: Location: Address: 14350 Thomas Lake Rd ISD 196/Thomas Lake Elem-Temperature Control Upgrade (651) 284-5005 1 -800 -DIAL -DLI TTY: (651) 297-4198 APR 20 2010 State Plan Review Number: BLD1004-00070 Date Received: 4/9/2010 Dear Building Official: Attached is a copy of the notice to the Architect / Designer of the project described above as to the agreement reached between the Minnesota Construction Codes and Licensing Unit and Eagan delegation building code administration to your office as per our agreement on this project. Yours truly, CONSTRUCTION CODES AND STANDARDS Jerry Norman, Supervisor Building Plan Review GN:mw ENC This information can be provided to you in alternative formats (Braille, large print or audio). An Equal Opportunity Employer 443 Lafayette Road N. St. Paul, Minnesota 55155 www.dli.mn.gov MINNESOTA DEPARTMENT OF LABOR R INDUSTRY RY PERMIT JURISDICITON AGREEMENT ARCHITECT/ENGINEER: Date: 4/16/2010 Wold Architects & Engineers Nick Marcucci 305 St Peter St ST PAUL, MN 55102 Project: ISD 196/Thomas Lake Elem-Temperature Control Upgrade Location: Eagan, MN 55123 Address: 14350 Thomas Lake Rd State Plan Review Number: BLD1004-00070 Date Received: 4/9/2010 (651) 284-5005 1 -800 -DIAL -DLI TTY: (651) 297-4198 An agreement has been reached between the Minnesota Construction Codes and Licensing Unit and Eagan whereby the PLAN REVIEW AND BUILDING INSPECTIONS WILL BE DONE BY Eagan Please submit all plans specifications, and appropriate fees to Eagan. You must follow their submittal process and fee schedule. Please refer to our assigned project number for their tracking purposes. Sincerely, CONSTRUCTION CODES & LICENSING Jerry Norman, Supervisor Building Plan Review GN:mw C: City of Eagan Building Official This information can be provided to you in alternative formats (Braille, large print or audio). An Equal Opportunity Employer 04/09/2010 FRI 9:04 FAX 612 722 2303 WOLD ARCHITECTS Minnesota Department of Labor and Industry Construction Codes and Licensing Division Building Plan Review/Inspections 443 Lafayette Road North St. Paul, MN 55155-4341 Phone: (651) 284-5068 Fax: (651) 284-5749 www.dli.mn.gov TTY: (651) 297-4198 PRINT IN INK or TYPE your responses. b -D CCOlf MINNESOTA DEPARTMENT OF LABOR $c INDUSTRY Initial Application for Plan Review 2004/004 Please complete this application and return it to the Building Codes and Standards Unit prior to your expected plan review submittal date. This will help us expedite your project while we determine where you will make application for plan review. PROJECT TITLE THOMAS LAKE ELEM TEMPERATURE. CONTROL UPGRADE PROJECTED CONSTRUCTION VALUATION _ $105,000.Q0 DDRESS 4350 THOMAS LAKE ROAD ANTICIPATED START DATE JUNE 14,2010 CITY OR TOWNSHIP WHERE LOCATED ***PLEASE VERIFY' EAGAN COUNTY DAKOTA OWNER (OR STATE AGENCY IF APPLICABLE) INDEPENDENT SCHOOL DISTRICT #196 CONTACT PERSON KEN BRANDEL ADDRESS 3455 153RD STREET WEST PHONE (651) 423-7705 CITY ROSEMOUNT STATE MN ZIP CODE 55068 FAX (651) 423-7730 DESIGN FIRM WOLD ARCHITECTS & ENGINEERS PROJECT CONTACT NICK MARCUCCI ADDRESS 305 ST. PETER STREET PHONE (651) 227-7773 CITY SAINT PAUL STATE MN ZIP CODE 55102 FAX (651) 223-5646 E-MAIL nmarcucci@wold ae.com PROJECT TYPE O Public (state-owned) building paid for by the state or other state agency for. ❑ National Guard ❑ Historical Society 0 MN Zoo 0 D.O.T. 0 D.N.R. ❑ MNSCU (State College or University) 0 State Hospital 0 State Home ❑✓ P`ublic school district building of $100,000 or more in construction cost ❑ Iron Range R ❑ Capitol Complex Ll State Licensed Facility licensed as a: O Hospital 0 Nursing Horne O Supervised Living Facility CLASS OF WORK ❑ New Building Construction ❑ Correctional Facility O Free-standing Outpatient Surgical Center ❑ Boarding Care Home ❑ Residential Hospice ❑ Addition 0 Remodeling ❑✓ Other, specify IBC OCCUPANCY CLASSIFICATION(S) E IBC TYPE OF CONSTRUCTION IIB PROJECT DESCRIPTION temperature control upgrade Upon receiving this completed initial application, we will confirm proper jurisdiction for the project, assign a project number, and determine who will do plan review and inspections. Within a few days we will notify you in writing of the project number, where to submit your documents for review, and how inspections will be handled. If delegated to the municipality, you will need to follow their procedures and fee schedule. Otherwise our standard application process will need to be followed. completed the information on this applicatlon and unde nd that it does not authorize the start of construction. DATE 4/6/2010 APPLICANT NAME (PRINT) NICHOLAS MARCUCCI APPLI AN . IGNATURE This material can be made available in different forms, such as large prin TDD (651) 297-4198. BCS 01 (12/07) Ile or on a tape. To request, call 1-800-342-5354 (DIAL -DLI) Voice or , CITY OF EAGAN SEWER SERVICE PERMIT 31,4 Pllot Knob Road PERMIT NO.: Eogan. MN 55122 DATE: 7 Zoning: No. of Units: ~ Owner. •+~w:e Address: Site Address. Plumber: - - - 1 agree to eomply with fbe City of Eagan Connedion Charge: ' . Ordinanees. Actount Deposit: Permii Fee: Surcharge: By Misc. Charges: Dote of Insp.: Total: Insp.: _ Dote Paid: ^ TY uF EAGAN WATER SERVICE PERMIT . ' Pilot Knob Road PERM.IT NO.: Eagon, MN 55122 DATE: Zoning: No. of Units: Owner. . Address: ~ Site Address: 3 Plumber: ~.Lr _ ' / Meter No.: Connection Charge: Size: - Account Deposit: Reoder No.: Permit Fee: ` ~ ~ ` I ogree fo eomply wi+h fhe City oF Eagan Surcharge: Oedinanees. Misc. Charges: Total: gy Date Poid: Dote of Insp.: - I nSP•: cirY oF E?sn?N - ' 9795 Pllot Kno6 Road Eegen, MN 55122 N2 5951 PHONEs 454-8100 BUILDING PERMIT Receipt # To be u"d for ~ ' Est. Value Dote , 19 Slte Address T Erect d Occupanq Lot ~ Block Sec/Sub. Alter Q Zoning Parcel # n n~ vi~~~ ' ~ Repair ? Fire Zone f Enlorge ? Type of Const. oc Name Move ? # Stories W ; Address Demolish ? Front ft. l~ Ci Phone Grode Q Depth ' ft. o Name r,,, `;`,n APProvals Fees oU Addrom t rc'° t Assessment Permit U2 54 lti_ 15E,1 Water 8y Sew Surcharge ~ -17 Phone 1. - 1= 7~- Police Plan check ~W Name Fire SAC Address Eng. Wcter Conn. <W Ci Phone Planner Water Meter -777-711 Countil ' I hereby ocknowledge that I have read this opplication and state that gldg. Off. the Informateon is corred and ogree to comply with oll applicable " Stote of Minnesota Statutes and City of Eogcn Ordinances. APC Total $ignoture of Permittee A Building Permit is issued to: on the express condition thot oll work slwll be done in accordance with oll appllcAble Stote of Minnesota Stotutes and City of Eagan Ordinonces. Building Official PwmM ~j Dafe Irned Pwsittu Plumbing Mech anical E- SO t O~ C~t vv~ INSPECTIONS DATE INSF• Rouph-In Final Footings Date Insp. Dote Insp. Foundotion Plumbing t?-ZI• l7 -'!-?1 / br~ Gt• Frome/ins. Mechonical y3- - ,.7 Final I Remorks: ( I • ~ - 1 ~ Q i ~t, 7EA A1 ~ - / "U`r'~ ~W~ P~Cf~". iv"i - q?C-ftw 1 ~ _ ~ ~.a?~. 7-2-79 t~ c4R ~~Me cl _~,3-~q ac.,~,tc, ~e;~c, -f~e.d.t 7• a~-~r • 9~n - ~ 8_ ~9 C~.e~-~-~ ~o~° s4 • 79 ~ CITY OF EAGAN 3795 Pilot Knob Road Eagan, Minnesoto 55122 Phone: 454-8100 PT•Br.. & HTG• PERMIT No. ift 322 Date: Z 1-3-78 Receipt No.: 12289 I Site Address• 435n ~ke Ro8d Single Residentiol Lot Block Sub/Sec. - SeC. 28 Multi Res., Comm./Ind. I Name Independent School nist. #196 New/Alter./Repair ~ Address 160,000.00 Cost of Installation Roeesount 42S.J!? City Phone: Pemnit Fee Name Cansolidated Plumbing Surchorge .50 . Address 1530 E. Cliff Rd. v '3`vil.le SS?3? Ciy Phone: Total This Permit is issued on the expreu condition that all work sholl be done in accordance with ell applicable State of Minnesota Statutes ond City of Eagan Ordinances. Building Official : rl'~ 3l- 7~ ~~'~f ~ ~~s~~d=~T~„ ~ ~ ; ~nc~~Y,~ar~ov~ 9/-~-~q q-/q- ~9 ~Vs~-m~~~. ~o~,,.~ ~ ' . _ , _ ..w " -.-:3". r~"ai~. - . . CITYOFEAGAN Remarks - ~C / / ' r y4T ~ - S_,UT Addition ~rg(pl, AgpN- Lot I elk I Parcel- 10 7600(] O1Q Ol ' Owner r'21 Street_4351 Thosnas I.ake Road State Eagan, MN 55122 , , ; ~ 4 , Lv. L - r Improvement Date Amount Annual Years Payment Receipt Date STREET SURf. ' 14~ 1 5-45 STREET RESTOR. GRADING , SAN SEW TRUNK 1973 4769.00 238.45 20 SEWER LATERAL iggi 17~ 769. 86 1, 776.98 WATERMAIN WATER LATERAL WATER AAEA ie 1977 Jw:`d0 317.93 15 * y88 - STORM SEW TRK r 1981 104,.,44:~ _ 310.44. . 10 ,t STORM SEW LAT ? 1981 1 ~6,8. 21 z h CURB & G ER SIDEWALK STREET LIGHT 27 0.00 12289 11-3-78 WATER CONN. BUILDING PER. r SAC 'Yl 000 1~2 PARK - y3so 71~s La.KE ~d Distribution: From: Tom Colbert Date: ? Tom Hedges, City Adminisuator ? Tom Struve, P.W. Coordinator A Russ Matthys, City Engineer ? Ken Vcaa, Parks & Recreation ? Amie Erhart, Street/Equipment Maintenance ? Kent Therkelsen, Police ? Wayne Schwanz, Utility Maintenance ? Gene VanOverbeke, Finance ? Judy Jenkins, Engineering Secretary ? Mike Ridley, Senior Planner ----c 4/cP---s Review & Comment ~ For Your Informarion _ For Signature File Proceed Appropriately _ Return/Respond ~ BY: GLd Distribute To: - {~ti( (ti ~ ~j_. !/~J GFORMS/DistnbutiooFamiC ~_1 /InifA N Fti 7T.n A../~<...I /il.nd / - /.A.. 4 .1 - /J . QF . . ~5 yo.~ 5 0 ~ / V i ~I v 1 ~ 4A,~( ~ crrr oF EnGAN 3794 Pilat Knob Raad Eagae, MN 55714 N2 _ 5051 • PHONB: 4548100 BUILDING PERMIT APPLICATION keceipt # -4-2a Te be used for Elem. School Est. Value 2.9 million Date 11-3 , 19 78 51te q~mss 4350 Thomas Lake Road erece 10 occupar,cy G1 Lot Block Sec/Sub. °2 Alter ? Zoning P• F• Parcel # Repair ? Fire Zone ~ Enlarge ? Type of Const. TV N c Name Ind. School Dist. #196 Move ? #Srories 1 ~ Address Demolish Front 304 135 ft. Ci Phone Gmde ? Depth 147 . 120 pt, ~ Name Adolphson & Peterson Avnrovab Faes ° 1,507.50 o~Ci~re~ 6701 W. 23rd Street Assessment Permit U~ Mpls 544-1561 Water85ew1 . Surchcrye1,000.00 ~One Police 11--78 Plan check 753.75 GW Nome H.G.A. F;,e SAC 21,000.00 ~z 12675 University Ave. x~ Address Eng. Water Conn. <w C~ St. Paul SSll~iphOne 646-7501 Plonner WaterMeter Counct18-23-7 & Rd. Unit 2,700.00 I hereby acknowledge that I hava read this apPlication and state that gldg. OfF. 1 1-1 -79 the fnformation is corred ond cgree to comply with all applicable AP~ Total Z6.961.25 SMte of Minnewta Statutes and Ciry of Eogan Ordinances. Signeture of Permittee A Building Pertnit is issued M: Adol hson & Petexson on the express condition that oll work shall be done in ac ce with' I ate_af Mi~nne a Stotutes and City of Eagan Ordinances. Building Official " ~'~'~"4~?n" 5~7~416 ReQUas~ 0 ~e . Fire No. Rough-In pseclion Repuiretl Inspedion Other ThanAOUgh-ln (YOU musl eall inspeclor when reatly) 0 qeady Now ~]^Aill Notily Inspector ~ ( 9 ? Vas ~~lo Dete ReaCy I 9}4056nsed contractor. :!7 owner herebyrequest inspection of above electrical work at:. . . Job Atltlre s(SVeet Box or Rou ) Ciry Sxlion No. Township Name or No. Fange No. . Cou 7 -074 Occu lPRINT) Phone No. PawerSuppher tlress E I rical Conlraclor r iCOmpan Name). ~ Conhactor's License No. i Maj,AulhorizaWm llinq dtl ess (C ractoe or pwn eking Installa0 !C C act , n eEin9lnsiallation) ' Phone Number 30 MINNESOTA ATE BOARO OF E RICITY THI$ INSPECTION PEOUEST WILL NOT Gtlpge-MlEwey 81tlg. - Room S413 . 6E ACCEPTEO 6YTHE STATE BOARD 1831 University Ave., St Peul. MN 55104 UNLESS PROPER INSPECTION FEE IS Phone(812) 64YA800 ENCIOSED. REQUEST FOR ELECTRICAL INSPECTION ea-oooo,-o ? See insimc:ions for completing ihis Porm on back of yellow copy. ~ T 6 'X" Be/ow Work Covered by This Request ew Add 17ep~ TypeofBuilding AppliancesWired EquipmentWired Home Range Temporary Service Duplex Water Heater EleCtriC Heating Apt. Building Dryer Laad Menagement Comm./Industrial Furnaca Other (SpBCMy) Farm Air Conditioner K O r c L_ Conlractor's Remarks. Compufe MspecYion Fee Below # Olher Fee # SarviceEntranceSize Fee # Circuits/Fea ers Fe9 Swimming Pool 0 to 200 Amps 0 to 100 Amps Transformers Above200_Amps 100-Amps SIgnS inspeclor3 Use Onry: 7p7p Irrigation 6ooms Special Inspection ~ . AlarmlCommunicetion THIS INSTAILATION MAY BE ORDERED DISCONNECTED IF NOT . Other Fee COMPLETED WITHIN 18 MONTMS. I, the Electrical {n5pectof, hereby Rough-in . Date certify that the above inspection has F;nei oa~e bean made. , t- 7 OFFICE USE ONLV B ' This repuest vaitl 18 manfi5 from r51 Z6 9 Request Oate ' Fire No. Roug -in I spection ' NOTICE: You Must Call EIOCMCaI Inspector Required? It A Rouqh-In Inspeclion ? Yes o Is Nequired. I licensed contracror ? ovrner hereby request inspection of above electrical work at J b Atl ess (Street, Box or Ro o.) Ci ~ 3 S~01 i-it,r, w ~ d. Seclion No. T nship Name or No. Range No. C / /a/~otn Occupant PRINTJ Phone/ hJO. ~nm ~ ~ LHap l0 Pmver Supp'er ~ Atltlress S Electrical Conhactor (COmpany ConV tor5 License No. -kr-414L q 6210S Mailing Address ( n aUor or Own~king MetgIlation / ~ ~ 2 Z~ . ~rzLA / / Au Signa[ure (Con do Owner Making Inslallation) Phone Number ~h , ~ MINNESOTA STATE BOARD OF ELECTNIdTY THIS INSPECTION REQUEST WILL NOT Grlgga-Mitlway 614g. - Room 5173 BE ACCEPTED BYTHE STATE BOAFD 1821 University Ave., St. Peul, MN 55104 UNtE55 PFOPER INSPECTION FEE IS Phone (812) 862-0800 ENCLOSED. REqUEST FOR ELECTRICAL INSPECTION ~ ee.000ag, o~ ~7? See insiructiona br completing thia form on back oi yellow copy. ~ m 5 669 --"X" below Work Covered by This Request ew Add Rep. Typeofeuiltling AppiiancesWired EquipmentWired Home Range Temporary Service Duplex Water Heater Electric Heating Apt. Building Dryer Loatl Management Comm./Industrial Furnace Other (Specii ) Farm Air Conditioner ~ Other (specity) Conimctor5 Rem I \ Campute Inspection Fee Belaw: ~r1~-~H Y1^ S # Other Fee # Service Entrance Size Fee # Circuis/Feeders Fee Swimming Pool 0 to 200 Amps 0 to 10o Amps Z Transformers A6ove 200 Amps Above Amps Signs Inspector5 U. Ony: \i TpZp L y/ Irrigation Booms I CG) sZ Special Inspection ~,J ~ Alarm/Communication THIS INSTALLATION MAY ORDERE CONNECTED IF NOT Other Fee COMPLETED WITHIN 18 MONTHS. I, the Electrical Inspector, here6y Rouqn-in oarr -0~f certify that the above inspection has Firai ~ Da~e been made. - OFFICE USE ONLY ? This request voitl 18 monihs trom i ia 9 ~a 90 `f C~ 4 Fequest Oate I I Fire NO. Rough-I apsedion Repuiretl InsO~ion Olher Than flou9h-In ~.0'10-94 ' P'oumustcallinspeclorwhenreaEy) ~ ReatlyNow WillNOtilylnspedor ? Yes QZ No Dete Ready I [k licensed. contractor ? owner hereby request inspection of above electrical work at: - Job AtlOrass (SVeet 6ax or Route No.) Cily 4350 Thomas Lake Road Eagan Section No. TownsM1ip Name or No. Range No. County Dakota Occupant(PRINT) Phone No. ' Thomas Lake Elementar School Power Supplier Mtlress NSP Elecnical Gonlractor ~Company Name) Contractorb License No. - Elliott Contractin Cor oration CA 02238 Mailing Address ICanVactor or Owner Makrng Installatron) 550 North WIllow Drive, Long Lake, MN 55356 ' Au[~orrzetl SlgnaWr VO Ma g InsWll i Ppone NumDBr - 612/476-1846 MINN TA STATE BOARD OF ELECTHIGTV - THIS INSPECTION REOUEST WILL NOT Gri s~Mitlway 61Eg. - Foom S-113 BE ACCEPTEO BV THE STATE BOARD 1821 University Ave., St. Paul, MN 551D4 UNLE$$ PROPER INSPECTION FEE IS PM1One(612) 602-0800 ENCLOSEO. ~p ?y~~. / REQUEST FOR ELECTRICAL INSPECTION Z A E&00001-OB ~ A '1 ^?See inslmclions for completing this lorm on beck ol yellaw cop ~ y IZp~ gQ ~ 0O~-F 2 v H •"X`ftlow Work Covered by This Request ew Adtl Rep,7 Typeof8uilding AppliancesWired EquipmenlWired Home Range Temporary Service Duplex Water Hea[er ElectriC Heatlng Apt. Builtling Dryer Load Menegement Comm./Industrial Furnace Other (Specify) Farm Air Conditioner 01.91 1 ecM) ConVaclor5 Remarks' X ~'iool Compute Inspection Fee Be/ow: 0.50 state surcharge # Other Fee # ServiceEntrance5ize Fee # Circuks/Feeders Fee Swimming Pool 0 to 200 Amps 0 to t00Amps Trensformers Above 200 _ Amps Above 100 Amps Si90S InsOector§ Use Only: OTAL Irrigation Booms ti Speciai Inspection AlarmlCommunication THIS INSTALLATION MAY BE O SCONNECTED IF NOT X Other FeeLOW VO t. . BOMPLETED WITHIN 18 MONiHS. I, the Electrical Inspector, hereby RougRin P oelq~ { certify that ihe above inspection has oe~~/, Cl been made. / OFFICE USE ONLV This reQUest witl IB monins irom ReQUes Da~e Fire No. RougRln Inspecton Require- InspacGOn Olher Than Rough-In (VOU t call inspact0/ en ready) E] Ready Now k Will Nottly Inspector mus ~ Ves N. Date ReaO IXicensed contractor ?owner hereby request inspection of above electrical work at: Job AtltllBSS (Street. Box ar Route NoJ Ciry ~3 YU -r'Nom ns ! A>r,-_ EW,4 Section No. Township Name ar No. Renge No, Gounty Occu ant(PRINT) Phon No. ~'6lo~~-s ~ Power Supplier Address Elec ' sl Convador(Co ~e~ Co rector's License No. Mailin tlress (COnlractor or Owner Mak' q Inplallalion) / / - / Ci gnalure COnVactoriOwner Making Inslall tion) ~ r Phone Number T T T S MINNES A TATE BDAHD OF ELECTflICITY THIS INSPECTION REOUEST WILL NOT Gflggs- Itl ay Bidg. ~ Room 5428 II BE ACGEPTEO BV THE STATE BOARD 1821 rsi~y Ave, SL Paul, MN 55106 II II'I I II I I II, II II I UNLESS PFOPER INSPECTION FEE IS Phone 612)fi42-0800 . II . ENCLOSED. REQUEST FOR ELECTRICAL INSPECTION ~ ~ ee-ooooi.os 8~7 ( ~ See insVUCtions for comple[ino~his form on back ol yellow copy. ~ ~Y~ Y L f 't "X" Below WDrk G =d 6y This Request Ne Add Rep. Type of Building Appliances Wired EquipmeM.Wired ~ Homa Range Temporary Service Du lex Water Heater Electric Heating Apt. Building Dryer Load Managemgnt Comm.lindustrial Furnace Other (Specrfy) Farm Air Conditioner e~c B..S er (sp cily) Contratlor's Remarks' ~SC oo /YjDTa/~ G'.Fi4-1-e- Compwte lnspection Fee 8elow., 'd- /6 j5 8 # - Other Fee # Service Entrance Size Fee # Cirwits/Feeders Fee Swimming Pool 0 to 200 Amps 0 to 100 Amps Transformers Above 200 Amps Above 100 -Am s Signs insaecrors use omy, 15:-0 TOTAL Irrigation Booms Special Inspection . AIarMCommunication THIS INSTALLATIO BE ORDERED DISCONNECTED IF NOT Other Fee COMPLETED WITHIN 18 MONTHS. I, !he Electrical Inspector, here6y Rough-in . Date ceRily ihat the ahove inspection has - Final Date _ ra ( been made. c ? OFFICE USE ONLY TIUS rapueet voitl 18 months from Tl-t request void 18 months from -~kUmQL~~~ ~ ~C~~l I3ete of ' is Requesi _ / s O ~ 2 I, as Licensed Electric Contractor 0 Owner, do hereby request inspection of the above electri- cal wiring installed at: ~ Street Address or Route No. DL~city Section Township Range County ar- Which is occupied by S ~ C ~C,41-00v (N e of Occup nt) J Is a roughin inspection required on this job? No Yes ? Ready Now ? Will Call L7 Power Supplier Address Electrical Contractor 6 d4"I~ dlo~'S~' ~aContractor's Licensek" Comvany Name) Mailing Address ~T 5~ (Electr <al C tor or Own a Ing his Inztallatlon) rl l Authorized Signature Phone No. o~ 'oZJ Jf ( octrlcal Contractar or Owner Makin atlan) STATE ~j~~~~ ~oppy This inspection request will not be accepted by the ~j ~9 Stete Board unless proper inspection fee is enclased. Minnesota State Board of Electricity . 1954 University Ave., St. Paul, Minn. 55104-Phone 645-7703 FtfQUEST FOR ELECTRICAL INSPECTIO ~^1a3~ i qiIECK BELOW WORK COVERED BY THIS REQUEST -T, of Buildin New Add. Rep. Check Appliances Wired For Check Fquipmenl W'ved For Home 0 Range ? Temporary Wiring ? Duplex ? Water Heate[ E] Lighting Fixtuces ? Apt'Bldg. ?/d ? Dryet ? ElectricHeating 0 Commercial Bldg. Fumace ? Silo Unioader D Industrial Bldg. Ele'a ? Av Conditioner ? Bulk Milk ? pList List Othe.~C/~L06t- ? ? Heiels~ Reieis~ COMPUTE INSPECTION FEE BELOW - Service Entcance Size: # Fee Fceders&Subfcedecs: ;Y Fee Circuits: Fec 0 to 100 Am s. 0 t m 0 to 30 Am eies 101 to 200 Amps. 31 t 0-. 31 to 100 Am res Above 200 Amps. Abo - s. Above 100 Amps. Tiansfoimers Rem - Co ol C. Partial or other fee Signs Speciallns ection Minimum Remazks 70TALF Eg.!2 ~ I, the Electrical Inspector, hereby certify that the above inspection has been made. (Rough-in) Date (Final) This request void 18 months from ~ ,/This request void 18 months from t~ ~z CK er Date of this Request 1,4 - Z Q -rk-, 92500 I, as JKLicensed Electrical Contractor 0 Owner, do hereby request inspection of the above electri- cal wmng installed at: Streef Address or Route No. 1 vl CitldQS ZA&"• City Section Township % tl Range County &7TnA- Which is occupied by L2~1~~~~~7--S/7pCt J15TI`iC7`" //6 (Name of Otcupant) Is a roughin inspection required on this job? No ? Yas g- Ready Now ? Will CallO s 49t) PowerSupplier~~~!~ ~fM7C~UC^, 4ress 0- 422Q~.$7;(U c . Q,u i N ~TO N SSp,~ Electrical Contractor 1 G ser?~ ~L'-, -A - Contractor's License No. ~1Q (GOmpany Name) ~J ~ Mailing Address OA i C GL q O (E ectrical CQn ractar or owner Mak g This I stallation1 ~ C L Authon nature Phone No > ~e$ (~iectric coperactorOar Ownar~ki~~hls Instauatlon) This mspection request will not he aecepted by the $tate Board unless proper inspection fee is enclosed. ~ Minnesota State Board of Electricity \ 1954 University Ave., St. Paul, Minn. 55104-Phone 645-7703 4k3 ,REQUEST FOR ELECTRICRL 1'NSPECTION P 92500 C tiCK BELOW WORK COVERED BY THIS REQUEST Type ot 8uilding New Add. Rep. Check Appliances W'ved Foc Check Equipment Wired For Home ? ? ? Range ? Temporery Wixing ? Duplex Water Heatex ? Lighting Futures ? . Apt. Bidg. ? Dryex ? Electric Hea[ing ? Commercial dldg. ? ? ? Fumace ? SBo Unloadex ? Indus[rial Bldg. ? Air Conditionei ? Bulk Milk Tank ? pList pList J} Oher~04 ~ ? ~ Here15~ HeierB) COMPUTE INSPECTION FEE BELOW Service Entiance Size: # Fae 11 Feeders&.Sub[eeders: u Fee C¢wks: # Yer 0 to 100 Am s. 11 0 to 30 Am res 0 to 30 Am eres 101 to 200 Amps. 31 ro 100 Amperes 31 to 100 Am ces Above 200_Amps. 11 Above 100 Amps. •Qo Above 100Am s. Tcansformers 0? RemoteControlCirc. Partialototherfee Signs. Special [ns ection Minimum Cee Remarks ~ ~a P O TOTAL FE I, the Electrical I~pec4~ hereby certify that~ove n ma . (Rough-in) (1~~ f~)rDate (Final) ~~3t --6- This request void 18 months from ~ ,o I./ /°Z / ~ a ~ _ ? ,v-~ ,r_ ~ l ~-S . l_ /o- ~ ~ . _ ~o•~r-~Y:~ ~ /a-..-~: •d-~~ ` This request void 18 months from u~~ ~ R17o77 Date of this Request I, as 9LLicensed Electrical Contractor ? Owner, do hereby request inspection of the above electri- cal wiring installed at: Street Address or Route No. '7-19"o' THOMA5 44/C e!kD CitySgction Township Range County n44T&_ ~ • r Which is occupied by..{../y n"~ i DF,V~ 5&~1,m~?_ ~s~ierw` 19,6 , (Name o ccupant) Is a roughin inspection required on this job? ~o ? yes ~ Ready Now ? Will Call)QQ Power Supplier IJA:ke7~F 40'9IP $~c~r,c56~4ddress d Ga - 3 Electrical Contractor C 1ry G Se r' Irl C°~.- a r~ ~ h ~d h ~ 7 Contractor's Li er se No. _ Compa~y Name) Mailing Address O 9 ~l1 ~ C O e• /io~i. SS~d fL (EI t~ical tvactor OwnerM in9T Installatlon) ~j Aut~d Signature Phone No. _/A~~ G` (EI cal ontractororOTrZ;j9J-l'nfpeecWrequest MThl Instal tion) ~~n~~will not 6e accepted by tlie 0 I/ State 8oard unless praper inspection fee is enclosed. Minnesota State Board of Elec ity 795¢~,University Ave., St. Paul, Minn. 554 Phone 645-7703 ~ REQUEST FOR ELECTRIC/~L IN ECTION ;{ly 17O-17 CH~CK BELOW WORK COVERED BY THIS REQUEST ~~d Type o[ Building New Add. Rep. Check pppliances Wi[ed For Check Equipment Wired Fo[ Home El Range ? Temporary Wiring + Duplex ? ? ? Water Heater ? Ligh[ing Fixtures Apt. Bldg. 0 Dr f',d Elect ric Neating Commercial Bidg. ? Fu Silo Unloader ? Industrial Bldg. ? Aii ' Bulk Milk Tank ? Farm~? ? Li List ~ ~ ~thers Othecsi Other ere 1 Here COMPUTE 1NSPECTION FEE BELOW SecviceEnhance Size: # Fee Feedeis&Subteeders: # Fee Cucuits: # Fee 0 to 100 Am s. 0 m 30 Am res 0 to 30 Am eces 101 to 200 Am s. 31 to 100 Amperes 31 to 100 Am res Above 200_Amps. D Above 100 Amps. , 0 D Above 100 Amps. Transformers Remote Control Circ. Panialocotherfee ~ S' ns S cial lns ction Minimum fee Remarks TOTALFE . ~J (J 1, the Electrical Inspector, hereby ce~} ~at_ _ a veynspection has been e. (Rough•in)_ (/~.~3 ' Date T (Finat) Date -7 This request void 18 months from AV This rej,µest void 18 months froml ~ Z~ _Z 16D 8 o ` G . 1ai oT ,z~.s`i~' R 98883 Date of this Request 1 1, as KLicensed Electrical Contractor OOwner, do hereby request inspection of the above electri- cal winng installed at: Street,Address or Route No. -A3go \VWVWS uUL ea • c~ Section Townshi Range County~,, 1Vhich is occupied 6y k _(Name ot Occ nt) Is a roughin inspection required o this job? NoCf/ Yes ? Ready Now ? WID Call)2'0~ Power Supplier dress 3go9 ~ Electrical Contractor • Contractor's License No. _ ( mvany Name) Mailipg Address ~ 2 C. SS Z (EI tri<al C a ior orOwn Makln T I5 Installatlon) Authorized Signature -Phone No. S-3el~~ 1 (E ectrica ontr~apctor or OCCC11fw,,,99gner Making ~IS Installatlon) - ~~Pp' This inspection request will not 6e aecepted 6y tha State Baard unless proper inspection fee is enclosed. Minnesota State Board of Electricity University Ave., St. Paul, Minn. 55104-Phone 645-7703 REQUEST FOR ELECTRICAL INSPECTION p 98883 GIIECK BELOW WOftK COVERED BY THIS REQUEST dl Type of BuOding New Add. Rep. Check Appliances Wired For Check Equipment Wired Foi Home ? ? ? Runge ? Temporary Wiring ? Duplex Water Heater ? Lighting Cixtures ? Apl Bldg. Dryec ? Eiec[ric Heating ? Commeicial Bldg. ? Fumace ? Silo UNoader ? Industrial Bldg. A'v Condidonec ? Bulk Milk Tank ? Farm ? ? ? Lis[ Lis[ Other ~ Otheis Other ? ? ? Heie,4~ Hece COMPUTE INSPECTION FEE B 0~''\~~\ i° u Fee Service Entrance Size: x Fee ~17 s&'$ubfcedtts: # Fee &_Amps. 0 tu 100 Am s. .;f6`30 Am etes [es 101 ta 200 Amps. yto 100 Am res eres Above 200 Amps. 11 bove 100 Amps. Amps. Transformers RemoteControlCirc. fee 5igns S cial lRemazks ~W -zc' . ~ I, the'Electrical Inspector, hereby certiTy ffi3ij~ybovp/' a io~n h~a$/,()~een~(/g de/. (ROLQ~1-lll~_ 1J8fC / (Final) c.J, :-i%~ry.~, 4~ A;Z-/G - This request void 18 months from ~i i~ -/~3'~~r----- - - - i - ~ - - - - - - - ~I /o9zo, I~ - - -~r - - - - - - - - - o-L.4-4 - /~O&, _ I I ~~t/6'~.W' 10:1f CYRMY UMT\All'1 LCV > J10.1YfJJG10 IVU.I IL IRIl 2oo6 FIRE SUPPRESSION SYSTEMS rERMr nerLicA'rloN ~ City Of Eagan 3830 Pilot TCnob Rord, I+agan Mn 45122 ~ Telpbone # 651-67&5675 Faz ri 651-675-5694 Requvemenu: 2 canpk[c ub of drawiags eod specifimions cut sheea on mmerhls and componena m be used Laue 7Buiildmg SitcTenaeme: The Applicaat is: , Owner ~ Conhactor 411~- Other PROPERTY OWNER ~ ! Address: City: zip: CONTRAGTOR I"I h,/`4-_ AIIId Liceaae ~ /J ~ - -~f~'ll.~ c,h,:~~i~~~- - y C1, Z~. , j.s"1 I~ PLone ~ 3~~ ~ State: ESTIMATEn COMPLETION DATE: FIRE PERMIT TYYE: , Sprinkler System of heads Fae Pump ! StaadPiPe Other: WpRK TYPE: (New - Addition ~ Alterations _ Remodei Other: DESCRIPTION OF WOYZK: _ Commeicia! ` Residcntial Educational pther: IL~ ef.U Pleaae eoutinue on reverse sidc pERMIT FEE: $50.50 Mkhm Fa (inciudes Swe SmeFmrge) OC) co~~cvat~ s 1g1160 X.oi = s a~ PumitFce • If Permit Ra is SI,000 or Iese, add 5.50 = State Surcharge If Permit Fee is aver i1,000, add $SO per , 51,000 Permit Fee 3I4" D'uplacement Fire Meter - $167.00 $ TOTA7. FEE: 1 ~ U • j? i hueby appty for a Fire Suppnssion Systam permit ared aekonwladge tLat the infommtion is complete and accurate; that the work will be in confaamaaoe with ibe ordinencca aod codes of ile Ciry of Eagaa and with tLc Mimesota BuildioglFire Codes; that I uadenund tLis is oot a pecmit, bat only an appliaation for a pamit, and work is rwt to start without a paimit; that the work will be in accordaa~ce witk ffie approved plan ia fhe cesc of wak which requires a review and appcoval of plaes. !,e.,rr- ,:T-, W a ppplicaaYs Ptiated ame AppGcanNs 5igna e no rror wwrEs1r.ow rWs LW ]tEQ[11RED INSPECTIONS . : . ~ Hydrostatic Flow Alazm: T: Ar*:Test ~ Rough Tn _ Trip _Ammp Test _£wtisl Stetion ~ Finsl Conditioaa of Issuance:• Periait Approv Dwe: .4J Q(O 4, 3,syo.~s 2005 COMMERCIAL BUILDING PERMIT APPLICATION City Of Eagan 3830 Pilot Knob Road, Eagan Mn 55122 ~ Telephone # 651-675-5675 FAX # 651-675-5694 . d. . • • . . Interior . • Structural Plans (2) sets • Architedurel Plans (2) sefs • Archdecturel Plans (2) sefs • Civil Plans (2) • Structural Plans (2) • Code Anatysis (1) " • Certificate of Survey (1) • Civil Plans (2) • Project Specs (1) • Cotle Analysis (1) • Landscaping Pians (2) • Key Plan (t) • ProjeclSpecs (1) • CodeAnalysis (1) " • MaslerExdPlan (1) • 5pec. Insp. & Testing Schedule " • Certificate of Survey (1) • Energy Calculations (1) not always" • Soils Report (1) • Spec. Insp. & Testing Schedule (1) " • Elec. Power & Lighting Farm (1) nol always" • Meter size must be astabiished • Meter size must be established • Meter size must be established-if applicable l • ProjeGSpecs (1) 1 • Energy Calculations (1) l . Electric Power & Lighting Form (1) 1 • Master Exit Plan (1) 1 1 • Emergency Response Sde Plan (1) 1 • SoilsReport (1) L • SAC determination - call 651-602-1000 • SAC determination - ca11657-G02-1000 • SAC delertnination - ca11 6 51-6 02-1 000 . • Fire Sto in Submittals Call MN Dep[ of Heallh at 651-215-0700 for details regarding food & beverage or lodging facilities. Contac[ Building Inspections for sample and if required Pertnit for new building or addition will not be processed wi[hout Emergency Response Site Plan. Date W l l O 1 0-5- ~ Construction Cost ~;(L / l A4~0 Site Address UoiUSte # Tenaot Name Former Tenant Name Description of Work ~ ~ I?" ~~LT ~ ~ ~ Property Owner ~~~'/~#XYSTelephone # (tQS)) `-7 <D 2, ~ Contractar ~ S IK? , Address ( C't3' State Zip Telephone # (70 S < . v Arch/Engr 02 C, 7 Registration # Address ~il°_ Cit3' ' < State Zip Telephone #((p~ 777 3 Licensed plumber installing new sewer/water service: Phone I hereby apply for a Commercial Building Permit and acknowledge that the information is complete and accurate; that the work will be in conformance with the ordinances and codes of the City E gan and the State of MN Statutes; I understand this is not a permit, but only an application f r a permit ork is not to start without a permit; that the work will be in accordance with the approved pl m the case k which requires a review and approval of plans. Applicant's Printed Name Appl' ant's Signature OFFICE USE ONLY Sub Types / ? Ol Foundation C9' 26 Public Facility ? 30 Accessory Building ? 14 Apartments ? 27 CommerciaUlndustrial ? 32 Ext Alt Apartments ? 15 Lodging ? 28 Greenhouse 0 34 Ext AIt--Commercial ? 25 Miscellaneous ? 29 Antennae ? 35 Ext Alt-Public Facility ? 37 Nail Salon Work Types ? 31 New ? 35 Int Improvement ? 38 Demolish (Interior) ? 44 Siding ? 32 Addition ? 36 Move Bldg. ? 42 Demolish (Foundation) ? 45 Fire Repair ? 33 Alteration ? 37 Demolish (Bldg)' 8~43 Reroof ? 46 Windows/Doors ? 34 Replacement *Demolition (Entire Bldg only) • Give PCA handout to applieant Valuation Type of Const Width Plan Rev 100% - 25%= Occupancy MCES System ~ Census Code 32(o Zoning City Water ~ SAC Units Stories Booster Pump Nbr. of Units Sq. Ft. PRV Nbr. of Bldgs Length ~ Fire Sprinklered ~ Required Inspections _ Footings (new bldg) Insulation _ Footings (deck) maUC.O. _ Footings (addition) V4inal/No C.O. _ Foundation Other ,Drain Tile Roof Ice Pr -'~Decking _ Insul -,'~'Final Pool Ftgs AidGas Tests Final _ Framing _ Siding _ SNCCO _ Stone _ Fireplace _ R.I. _ Air Test _ Final Windows Approved By: Planning Building Inspector ease Pee 3 ss6, 7s Surcharge Plan Review SAC-MCES SAGCity S!W Permit S1W Surcharge Treatment Plant Financial Guarantee Treatment Plant (Irrigafion) Storm Sewer Trunk Park Dedication Sewer Lateral Sewer Trunk Trail Dedication Street Water Quality Water Lateral Water Trunk Water Supply & Storage (WAC) Other Total A 3 5`{6. 75 10c~ I CA/ 63sSa3 2004_ CQMME~CIAL BUILDING PERNIIT APPLICATION ~s- ~C,~'1.67~~ City Of Eagan 3830 Pilot Knob Road, Eagan Mn 55122 Telephone # 651-675-5675 FAX # 651-675-5694 (~~c~~ lc~-i3 e . , • Structural Pians (2) sets • Nchitectural Pians (2) sefs • Architecturel Plans (2) 7atways" . Civil Plans (2) • SWctural Plans (2) • Code Analysis (1) . Certificate of Survey (1) • Civil Plans (2) • Pmject Specs ('I) • Code Analysis (1) • Landscaping Plans (2) • Key Plan (1) • ProjectSpecs (1) • CodeAnalysis (1) • MasterExitPlan (1) • Spec. Insp. & Testing Schedule • Certifirzte of Survey (1) • Energy Calculations (1) • Soils Report (1) • Spec. Insp. & Testing Schedule (1) • Elec. Power & Lighting Form (t ) . Meter size must be established • Meter size musl be established • Meter size must be esta6lished-4f applicable 1 • Project5pecs (1) 1 • EnergyCalculations (1) " 1 y • Electric Power & Lightin9 Form (t) " 1 d • Master Ezit Pian (1) 1 y • Emergency Response Site Plan (1) 1 1 • Soils Report (1) y . SAC detertnination - call 651-602-1000 • SAC detertnination - call 651-602-1000 SAC detertnination - call 651-602-1000 Call MN Dept of Health at 651-215-0700 for de[ails regarding food & 6everage or lodging facilities. Contact Building Inspections for sampte and if required when it states "not always". Pemut for new building or additiou will not be processed without Emergency Response Site Plan. Date q lFoI ~ J Construction Cost SiteAddress ~,70 ~OM~ Ga-Ke F-'o,,.~ UniUSte # Tenant Name Former Tenant Name Description of Work 5 f~ o w~ .''?i do.a ' t' i T7~ ~ , Property Owner & rj-r" ~ ~ i~P Telephone # (G757 ) / a 3 ' -7-739 Contractor Address O Z•~y~R Av~G. ~v . City I• ~1~Lfcc~.o,~Lr'S State M~J Zip 55 aa Telephone,# (163) oaen/ CaMrWW Arch/Engr Registration # Address City State Zip Telephone ) BV ~ Licensed plumber Installing new sewer/water service: Phone I hereby apply for a Commercial Building Permit and aclrnowledge that the information is complete and accurate; that the work will be in confonnance with the ordinances and codes of the City of Eagan and the State of MN Statutes; I understand this is not a pemvt, but only an application for a permit, and work is not to start without a pem-ut; that the work will be in accordance with the approved pian in the case of work which requires a review and approval of plans. Nedl-~r'iY A)o5 4,r~ Vvlx~ ApplicanPs Printed Name Applicant's Signature OFFICE USE ONLY Sub Types ? 01 Foundarion ? 26 Public Facility ? 30 Accessory Building ? 14 Apartments X 27 CommerciaUIndushial ? 32 Ext Alt-Apartments 0 15 Lodging 0 2$ Greenhouse ? 34 Ext Alt-Commercial ? 25 Miscellaneous ? 29 Antennae ? 35 Ext Alt-Public Facility ? 37 Nail Salon Work Types ? 31 New ~ 35 Int Improvement ? 38 Demoiish (Interior) ? 44 Siding ? 32 Addition ? 36 Move Bldg. ? 42 Demoiish (Foundation) ? 45 Fire Repair ? 33 AI[eratlon ? 37 Demolish (Bidg)' ? 43 Reroof ? 46 Windows/Doors 0 34 ReplaCement 'Demolition (Entire Bldg only) - Give PCA handout to applicant Valuation LO1 OOO ~ Occupancy E MCES System V/ Census Code df 37 Zoning City Water Ls' SAC Units Stories Booster Pump Nbr. of Units Sq. Ft. PRV Nbr. of Bldgs ~ Length Fire Sprinklered Type of Const PJ Width Required Inspections _ Footings (new bldg) / Insulation _ Footings(deck) FinaUC.O. _ Footings (addition) FinallNo C.O. _ Foundation ? Other 5fC1A11CLE'7L--- Drain Tile _ Roof Ice Pr _ Decking _ Insul _ Final _ Pool _ Ftgs _ Au/Gas Tests _ FinaI _ Franung _ Siding _ Stucco _ Stone _ Fueplace _ R.I. _ AirTest _ Final Windows Approved By: Planning Building Inspector Base Fee Surcharge ~S--O 0 Plan Review MCES SAC City SAC Water Supply & Storage (WAC) S/W Permit SNV Surcharge Treatment Plant Park Dedication Trails Dedication Water Quality Copies Water Trunk Sewer Trunk Other Total 2004 COMMERCIAL MECHANICAL PERMIT APPLICATION City Of Eagan 3830 Pilot Knob Road, Eagan MN 55122 I O~ Telep6one # 651-675-5675 $ y a(. c~ lo Please complete for. wmmerciaUindustriai buildings multi-family buildings when separate permits are not required for each dwelling unit Date 3 / 3O / Qy Site Street Address 435O TMomV15 L/aiCE ED Unit # Tenant Name (ifapplicable) rtwMR$ LVtl[L &CM. Previous Tenant Name Property Owner l JV 11(0 Telephone ) Contractor GtE,, e12A(- 9 HEE7 META'[ Street Address 2`~?~O mU t 5 {#4NAr Al• Cih' ~ PLS ' State mN Zip 5517-7 Telephone# (763) S~/~F'$7~/7 Bond ~1 412- C>Z I3 Expires: C0r,)77N0EJ S The Applicant is _ Owner ~ Contracror _ Other Work Type New Construction _ Underground Tank _ Install _Remove *'see below ~ Interior Improvement _ Install Piping _Processed _Gas Nature of Work: JZePbRCf C-3) ConiDEruSMrL4 t)fJ 4 rS - `*When installing/removing underground tank, call for inspection by Fire Marshal and Plumbing Inspector Pe1'mlt FeeS: $70.50 Underground tank installation/removui $50.50 Minimum (includes State Surcharge) , . . . or Contract Value $ 4{2, <.Ob x 1% ~ Z~O Permit Fee • If ep rmit fee is $1,000 or less, add $.50 ~ $ • s~ State Surcharge If pe rmit fee is aver $1,000, add $.50 for Li Z(o, rj 0 Total Fee every $1,000 nermit fee $ I hereby apply for a Commercial Mechanical Permit and acknowledge that the information is complete and accurate; that the work will be in conformance with the ordinances and codes of the Ciry of Eagan and with the Mechanical Codes; that I understand this is not a permit, but only an application for a permit, and work is not to start without a permit that the work will e in a rdance with the approved plan in the case of work which requires a review and approval ns. $p'uGE l.0r4*1TS0N Applicant's Printed Name icanYs S' / Approved By: ~ y , Inspector Date: 3 3~0/0 FI 2004 RESIDENTIAL MECHANICAL PERNIIT APPLICATION City Of Eagan 3830 Pilot Knob Road, Eagan MN 55122 Telephone # 651-675-5675 Please complcte for. single family dwellings & townhomes/condos when pertnits are required £or each unit Date Site Address Unit # Property Owner Telephone # ( ) Contractor Street Actdress City State Zip , Telephone # ( ) Bond Expires: ` , . The Applicant is Owner Contractor Other Add-on or altcration to existing dwelling unit $ 30.00 _ furnace _Additional _Replacement air exchanger air conditioner _New _Replacement other State Surcharge $ .50 Total g I hereby apply for a Residential Mechanical Pemut and aclmowledge that the information is complete and accurate; that the work will be in confomiance with the ordinances and codes of the City of Eagan and with the Mechanical Codes; that I understand tlris is not a permit, but only an application for a permit, and work is not ro start without a permit; that the work will be in accordance with the approved plan in the case of work which requires a review and approval of plans. Applicant's Printed Name ApplicanYs Signature . 2004 COMMERCIAL PLUMBING PERMIT APPLICATION ' CITY OF EAGAN 3830 PILOT KNOB ROAD, EAGAN MN 55122 651-675-5675 Date Site Address Unit # aM~+alaJIt7 Tenant Name 'f- Former Tenant Name Property Owner y~-- 40nw Telep6one Contractor Address -)11 CiTy State Zip 5' 2,1 Telephone #J,~~~ The Applicant is _ Owner Contractor Offier Work Type _ New Bldg _ Add-on Repair RPZ PVB Irrigation s}•stem * ' Jer Wobschall ta calculate fees. Re uire meter size is 2° [urbo unless smaller size ermi[ted b Public W'orks Description of Work -L . To inqwre i ssure Reduci g alve is required on new service, call 651-675-5646 Meters - Ca1165 1-675-5300 to verify that hydrostatic, wnductiviry, and bacteria tests passed orior to oickina uo meter Irrigation Size & Type Avg GPM Fire Size & Price 3/4" disolacement 5155.00 Domestic Size & Type Avg GPM Includes high demaud devices? _ Yes _ Na Flushometers _ Yes _ No PRV Required _ Yes _ No Permit Fee $50.50 minimum (includes State Surcharge) Contract Value $ x Base Fee $ Meter(s) Required on all new buildings & boulevud irri¢ation svstems $ Radio Meter Read If 6ase fee is $1,000 or less, surc4arge is $.50 $ State SurChazge If base fee is over $1,0011, surcharge is $.50 per $1,000 uf the Base Fee Water Pemut Following fees apply only when installing new m1ft2mo $ Contact7erry Wobschall at 651-675-5024 for requi $ TreatmentPlant $ Water Supply & Storage $ State Sw+charge $ ~i6-45t TotaiFee I hereby apply for a Commercial Plumbing Permit and acknowledge that the information is complete and accurate; that the work will be in conformance with the ordinances and codes of the City of Eagan and with the Plumbing Codes; that I understand this is not a permit, but only an application for a permit, and work is not to start without a permit; that the work will 6e in accordance with the approved plan in the case of work which requires a view and approval of plans. ApplicanYs Print Name App i ture CITY USE ONLY REQUIRED INSPECTIONS: _ U.G. _ Air Test _ Gas Test _ Rough In _ Final PLANS SUBMITTED APPROVED BY: BUILDINC INSPECTOR General Information ~ • Radio Meter Read (required on all new buildings & boulevazd irrigarion systems- $141.00 . RPZ's must be rebuilt every five years. A minimum fee permit per address is required for RPZ rebuilding or repairing. • Water meters include copper hom/shainer, remote wire, and touch-pad meter GPM METERS USE PRICE GPM METERS USE PRICE 1-20 5/8" residential $121.00 4-120 1-1/2" irrigatlOn Syst $ 788•00 displacement sm commercial turbine" must receive maximum continuous approV8l ta from Public Works 2-30 3/4" lawn irrigation $155.00 4-160 2" turbine lg irrigation syst $ 992.00 maKimum displacement residential & continuous sm commercial production lines IS 3-50 1" displacement very lg res $200.00 1/4 to 160 2" compound bldgs over $ 1,880.00 bldg to 24 units 65 units maximum sm commercial & continuous & lg comm bldgs 25 irri ation s stems - : I R 5-100 1-1/2" bldgs 25-64 units $488.00 maximum displacement & condnuous most comm bldgs 50 METERS REOi3IRING 30-DAY ADVANCE NOTICE PRIOR TO PICK UP GPM METF.RS TiSE PRICE GPM METERS USE PRICE 5-350 3" turbine very Ig irrigation $1,338.00 6-500 4" compound +300 unit bldgs & $3,749.011 syst & production very Ig comm bldgs lines 1l2-320 3" compound +200 unit bfdgs $2,407.00 10-1000 6" compound +400 unit bldgs $6,124.00 very lg comm bldgs very lg comm bldgs IS-1000 4° tur6ine very Ig irrigation $2,384.00 syst & produc[ion lines Comments • To schedule inspecrion of the inside water line and backflow preventer, ca11651-675-5675. • To arrange for water tum-on, call 651-675-5300. cc: Maintenmrce 17ivision Clerical Technician Updated 8/03 1 ' e) l 04 ~ COMMERCIAL BUILDING Permit Application ~~OYVtoS Lc;k2SCkov i City OfEagan U-~-~ 3830 Pilot Knob Road, Eagan Mn 55122 Telephone # 651-675-5675 FAX # 651-675-5694 Foundation Onl New Buildin Interior Im rovement • Structural Plans (2) sets • Archi[edural Plans (2) sets • Architectural Plans (2) sets • Civil Plans (2) . Structural Plans (2) • Code Analysis (1) " . Certificate of Survey (1) • Civil Plans (2) • Project Specs (1) • CodeAnalysis (1) • LandscapingPlans (2) • KeyPlan (1) . ProjectSpecs (1) • CodeAnalysis (1) " • Master Exit Plan (1) . Spec. Insp. & Testing Schedule " • Certificate of Survey (t) • Energy Calculations (1) not always" . Soils Report (1) • Spec. Insp. & Testing Schedule (t) • Elec. Power & Lighting Form (1) not always" . Meter size must be established • Meter size must be established • Meter size must be established-"rf applicable L . ProjedSpea (7) y • Energy Calculations (1) 1 • Eledric Power & Lighting Fortn (1) L • Master Exit Plan (1) 1 1 • Emergeney Response Site Plan (1) 1 d • SoiisReport (t) • SACdetermination-ca11 6 51-6 02-7 00 0 • SACdetermination-ca11 651-6 02-1 0 00 SACdetertnination-ca11651-602-7000 Call MN Dept of Health at 651-215-0700 for details regarding food & beverage or lodging facilities. Con[ac[ I3uilding Inspections for sample and if required when i[ states "nol always". Permit for new building or addition will not be proccssed wi[hout Emergency Response Site Plan. Date -q_ / lS Construction Cost ~ 1$ 00•W SiteAddress 4350 71hor+o-S L,4K£ Roap UniUSte # _ TenantName 'T}\or.c,., Ln.LtC CW%--~lrnv.,. Former Tenant Name 6.w# Usi (A3 cP890 ch Mr Llh"~6 Description of Work Tns4=.Q dlx.r~oynAcbL Lx1lc +e @vtc los.c- e, Ic-cs rcor--i Property Owner /c'S 6 /91o Telephone # (&S/ ) qZ S ' 7700 _ Contractor OCM- -S lAT£ _ Address '9gqO (-l W x 25- City State Zip Telephone #(qSL ) 953- 3SCiO _ Arch/Engr Registration # _ Address CitY State Zip Telephone # ( ) Licensed plumber installing new sewedwater service: Phone I hereby apply for a Commercial Building Perxnit and acknowledge that the information is complete and accurate; that the work will be in conformance with the ordinances and codes of the City of Eagan and the Statc ol' MN Statutes; I understand this is not a permit, but only an application for a permit, and work is not to start without a permit; that the work will be in accordance with the approved plan in the case of work which requires a revicw and approval of plans. MO.i T Je.l 1n6k Applicant'si Printed Name Applicant's gnat OFFICE USE ONLY • ' Sub Types ? Ol Foundation ? 26 Public Facility ? 30 Accessory Bldg. 7 14 Aparhnents Ll 27 CommerciallIndusirial ? 32 Ext Alt - Apts. G 15 Lodging G 28 Greenhouse L 34 Ext Alt - Comm. ? 25 Miscellaneous ? 29 Antennae ? 35 Ext Alt - PF Work Types ? 37 Nail Salon ? 31 New ? 35 Int Improvement ? 38 Demolish (Interior) ? 44 Siding ? 32 Addition ? 36 Move Bldg. ? 42 Demolish (Foundation) ? 45 Fire Repair ? 33 Alteration ? 37 Demolish (Bldg)' ? 43 Reroof ? 46 Windows/Doors ? 34 ReplaCement `Demolition (Entire Bldg only) - Give PCA handout to applicant a~f7 Valuation ~,g00 Occupancy MC/ES System U/' Census Code 4 ~57 Zoning ~ City Water ~ SAC Units - 0 ^ Stories Booster Pump Nbr. of Units gq Ft - PRV Nbr. of Bldgs Length Fire Sprinklered Type of Const Z Width REQUIRED INSPECTIONS _ Footings (new bldg) FinallC.O. _ Footings (deck) FinaUNo C.O. _ Footings (addition) - plumbing _ Foundation FIVAC _ Drain Tile Other Roof _ Ice & Water _ Final Pool Ftgs Air/Gas Tests Final _ Framing _ Siding Stucco Stone _ Fireplace _ R.I. _ Air Test _ Final Windows (new/replacement) _ Insulafion _ Retaining Wall A r y ---------------------A---^------------- pP oved B C~~ , Building Inspector Base Fee Surcharge Plan Review MC/ES SAC City SAC Water Supply & Storage S/W Permit S/VV Surcharge Treatment Plant Park Dedication Trails Dedication Water Quality Copies Other Total / g Cr . 2g~ COMMERCIAL C^~q 2002 BUILDING PERMIT APPLICATION 53d /3 CITY OF EAGAN 651-681-4675 Foundation Onl New Construction Interior Im rovement • SWCturel Plans (2) sets . Architectural Plans (2) sets . Architectural Plans (2) sets . Civil Plans (2) • SWctural Plans (2) • Code Aoalysis (i) " • Certificate of Survey (1) . CivilPlans (2) • ProjeclSpecs (1) • CodeMalysis (1)" • LandscapingPlans (2) • KeyPlan (1) • ProjectSpecs (1) • CodeAnalysis (1) " • Master Exit Plan (1) • Spec. lnsp. & Tesling Schedule " • Certificate of Survey (1) • Energy CalculaUona. (1) not always" • Solls Report (1) . Spec. Insp. & 7esting Schedule (1) " • Elec. Power & Lighting Fortn (1) not always" • Meler size must be established • Meter size must be established • Meter size must 6e established - if applicable • ProjectSpecs (t) 1 • EnergyCalculations (1) 1 • Electric Power & LighUng Form (1) 1 1 • Master Edt Plan (1) 1 • Emergeney Response Site Plan (1) 1 • SoilsReport (1) 1 • MC/ES SAC detertninatlon letter • MC/ES SAC determ(natlon letter • MC/ES SAC detertnination letter ca11651$02-1000 ca11 6 51-6 02-1 0 00 ca11 6 51-602-1 0 00 Food & beverage or lodging facilities - submit plan to MN Department of Health. Call 651-215-0700 for details. Contact Building Inspections for sample. Permit for new buildings or additions will not be processed without Emergency Response Site Plan. Ask Building Inspections for requirements. DATE: 7123 U WORKTYPE: NEW L-/REMODEL CONSTRUCTIONCOSTIJ~"7l0' 6-0 SITEADDRESS: Sd J Ou4- TENANT NAME: 7-/L')0'4R iaX- ~-/2/nP/.u~v'e1 SUITE FORMER TENANT NAME, IF APPLICABLE: DESCRIPTION OF WORK 1i1S~Q ale-m(7u4a~ /,•I~ ~7 ~2~ G~ ~i"O~~l" Name: 11,0 /Q6 f6l~.Jdy,& 4,,Ze- Phone PROPERTY Last First OWNER SheetAddress: IW4.5- .01Q/hp4 City: State: Zip: SS~ ~ Company: W• L. d~ccx~ Lllh • Phone#: CONTRACTOR p StreetAddress: O~-a~o City: GJX6&~N. State: 14 /I) Zip: ARCHITEC'T/ ENGINEER Company: Phone ( ) Name: Regishation#: ~ 1'.n 2 3 2002 street addre53: I ~ 1111 City: State: p: By~~ Licensed plumber installing new sewer/water service: Phone I hereby acknowledge that I have read this application, state that the information is correct, and agree to comply rvith all app/li/cable State of Minnesota Statutes and Cily of Eagan Ordinances. Signature of Applicank :zs-p /!!•~~a- rar•r~ c~ Updated 7102 OFFICE USE ONLY SUBTYPE ? 01 Foundation r7*~26 Public Facility ? 30 Accessory Bldg. ? 14 Apartments ? 27 CommerciaUIndustria] ? 32 Ext Alt - Apts. ? 15 Lodging ? 28 Greenhouse ? 34 Ext Alt - Comm. ? 25 Miscellaneous ? 29 Antennae ? 35 Ext Alt - PF ? 37 Nail Salon WORK TYPE ? 31 New ? 35 Tenant Impr ? 42 Demolish (Founda6on) ? 46 Windows/Doors V 2 Addirion ? 36 Move Bldg ? 43 Reroof ? 47 Repair 3 Alterations ? 37 Demolish (Bldg) ? 44 Siding ? 48 Authoriaation ? 34 Replacement ? 38 Demolish (Int) ? 45 Fire Repair GENERAL INFORMATION Census Code ~f37 Zoning ~ sq. ft. SAC Code 3d # of Stories sq. ft. No. of Units Lengkh sq. ft. No. ofBldgs. Width sq. ft. Const. (Actual) Basement sq. ft. MC/ES System (Allowable) First Floor sq. ft. City Water UBC Occupancy ~-f sq. ft. Fire Sprinklered MISCELLANEOUS INSPECTIONS ? Gas Service Test ? Heating ? Insulation 0 Plumbing ? Stucco/Stone APPROVALS Planning Building 141i~e L, Engineering Variance VALUATION $ Pertnit Fee Surcharge Plan Review MC/ES SAC % SAC City SAC SAC Units Water Supply & Storage Meter Size S/W Permit S/W 5urcharge Treatment Plant Park Dedication Trails Dedication Water Quality Other Copies Total ~i /028, a2s- . , CITY USE ONLY PERMIT RECEIPT DATE: APPROVED BY: INSPECTOR COMMERCIi4I. MECHANICA1. PERM1T APPLICATION CITY OF EA6AN 3$30 P1LOT KNOB ftD EtolHikN, h1N 55122 651-6$1-4675 Please complete for: aii commercial/industrial buildings multi-family buildings when separate permits are not required for each dwelling unit DATE: SITEADDRESS: !{2 4~-O "7"LOIrAc L k-c 12d ~s,aa OWNER NAME: PHONE (ARE4 CODE) TENANT NAME (IMPROVEMENTS ONLY): -Mi N1 aS ~ o~ e,Tte r,i WAS THERE A PREVIOUS TENANT IN THIS SPACE? Y N. NAME: INSTALLER: Z a. ~ I -P-~_'Ero (eu P~ M alvif . ADDRESS: 31 o l ti~ PHONE 33 /-$S~ u (AREA CODE) CITY: M~ ~S STATE: Al .t/ ZIP: S S4 l3 WORK TYPE: _ New construction jnstall U.G. Tank _ Interior Improvement Remove U.G. Tank _ Processed Piping SpecifyNahueofWork: TtY)) (zl-t4~kc ~h~41~rH ~~16/)OU 941 G~'o4~~C~?~IIT~9~6SS TaNk. When installing/removing undergraund tank, call 651-681-4675 for inspection by Fire Marsha[ and Flumbing Iinspector. Fees: 1% of conhact price OR $50.00 minimum fee, wluchever is greater. Underground tank removaVinstallation = minimutn fee Conhactprice: $ 070 x t%= $ 3SO,a~ (Base Fee) State surcharge . SU calculate at 3.50 for each $1,000 Base Fee TOTAL $ 3SO.SU ITTEE SIGNATURE O 'RM Updated U01 I CITY USE ONLY PERIMIT RECEIPT DATE: RUIDENTIAI. M£CEMICAI. PMMIT APPLICATION crrY oF E?sAx 3$30 PII.OT KNOB RD EAk6Aft MA 5518E 651-6$1-4675 Please complete for: D single family dwellings townhomes and condos when permits are required for each unit Date: SITE ADDRESS: OWNER NAME: T'ELEPHONE (AREA CODE) INSTALLER NAME: TELEPHONE (AREA CODE) STREET ADDRESS: CITY: STATE: ZIP: Place a check mark next to the ermit work t e New residential dwelling unit under constructionand not owner/occupied $ 70.00 Add-on, modification or alteration to existinq dwelling unit $ 50.00 • furnace replacement • air exchanger • air conditioner • other Nature of work: State Surchar e $ .50 Tota I $ Reminder: Cal! for inspectians. SIGNATURE OF PERMITTEE ' UpJated 1101 DATE ~ l BUILDING PERMIT APPLiCATION Include 2 sets of plans, 1 site plan w/elevations and 1 set of energy calculations. To be used far r Valuation~ r Site Address; q3.s~ ~~Dj'K~S 1A ~e oa c~ Lot Block See. Sub. d Parcel Number /0 7~f~~ Ucaner Telephohe Address Contractor dn ~ y~~Zfo n Y Telephone Address 4701 2_4~f Arch. /Eng. Telephone 4-4b ` Address 2 yt" OFFICE USE ~ ~ i Erect Occupancy Alter Zoning Repair Fire Zone Enlarge Type of Const. Nbve # of Stories / Demolish Front jal 1 ?r5-" Grade Depth 147 ,/20 -OFFICE USE Date af Approval & Initial FEES % Aseessment Pezmit S water/Sewer _ ~cha~e Police `Plan Check /S'D ' Fire SAC Eng. UTater c7onn. _ Plantler 47ater PRete ~ pouncil ' R3 -7 8- - 7X_, - Rldg. Off. ontemir N-1- 7~ ~ A. P. C. TOTAL J ~$p~ itp po,°BD L1~ ~ LEO HuFPtiv TMOVA3 nEOGca ' MAVON LITY .OM1w1fTwA:pn ALYCE BOLNE TIVOMAS EGAN - - - CITY f~FRM MARK PAFHANTO JAMES A. SM~TH CITY OF EAGAN TMEODORE WACMTER [OUNCIL MEMBEP9 9793 PiLOT KHOB ROAO EAGAN. MINNESOTA ' - 96122 ' PNOME 464-610p 4 MEMO TO: DR. BERGQUIST FROM: DALE S. PETERSON, BUILDING INSPECTOR DATE: OCTOBER 25; 1978 RE: THOMAS LAKE SCHOOL PERMITS PER COUNCIL ACTION SEPTEMBER 19, 1978 REGULAR LESS DISCOUNT Sewer 10.00 .50% 5.00 Surcharge .50 Water 10.00 .50% 5.00 Surcharge .50 Building Permi[s 3,015.00 .50% 1,507.50 Surcharge 1,000.00 Plan Check 1,507.50 .50% 753.75 Road Unit 12 acres @$225.00 per acre 2,700.00 Sewer Availability (Eagan) 42 @ $100.00 4,200.00 Sewer Availability (MWWC) 42 @ $400.00 16,800.00 Mechanical & Plumbing 850.00 .SO% 425.00 Surcharge .SO $27,397.75 If you aould also like a bill, please contact our office. DSP:tlp cc: Tom Hedges, City Administrator Tam Colhert, City F.ngineer SS11 Sranch, Puhlic Works Superintendent THE LONE OAK TREE THE SYMBOL OF STRENGTH AND GROWTH IN OUR COMMUNITY. r . . . ( / ~ ( L~ ~ } , E3. Durfng constructien, perfodic sfte meetings will be held at t7mes d}irected by the Architect. These r~eetfnys vrill be held monthly (unless ,Jotf-condltions do noi- warrant) and may be held morc frequcntly if jo6 progress and needs indicate. Contracior snal'I- hiave one or-rnore responsible representatives In attendance. 1.3 USE [3Y OWNER A. The Owner re;erves the right to let oi'her contracts in connection with this Project. This Contractor shall afford orher Contractors reasonable opportunity for the introduction and storage of their materials and execution of thetr work, and shall properly connect and coordinate his work with theirs. B. The Owner reserves the right to jointly occupy the premises wfth the Contractor in the performance of hls duties and functions. The Owner also reserves the right to: enter ir,to the Project and premises at all times; make installations of materials and equipment at appropriate times as the Work progresses; insFafl , equipmen't, furniture and furnishings when spaces are at appropriate stages of ; complefiion. Contractor shall coordinate work with the Owner and cooperate with the Owner to minimize undue interferences. ; C. If any parY, unit, phase, or the entire Project is substantia{ly complete or ready for occupancy, hhe Owner may, upon written notice to the Gontractor, and without prejudic.e to any of the rights of the Owner or Contractors, enter into and make use of the Work that is substantiatly complete. ~ 1.4 COORDINATION A. Refer to General Condii'ions for general requirerrents. Refer to cther Sections of Civision I for requirements and timing relating to coordination, as well as ' other Articles oI this Section. B. The General Contractor shall be Projoct Coordinator and shall coordinate and schedule all work. PART 2: 60NDS, PERMITS, PAYMENTS 2.1 PERFORMiW CEiPAYM6NT BOND - i A. A bond will be requ(red in accordance with General Conditions and amendments to General Condi'tions, Articlo 7, subparagraph 7.5.2, 7,5.3, 7.5.4. Provide on form specified. Contractor shall pay for Perfiormance/Payment Bond. 2.2 OTN[R BONDS, PERh?ITS fEES < A'"Other tha'n PerformancelPayment"Bond specifled under"Articie,2.1 above; the..~7 ` -tOwner, vrlil.pay,•for all,bonds; fees and permits•that~,ay•be requlred,.Jncluding.J ~ ~ borids,,fees; permits.;.5ewer AJailab(City Charge (SAC'):,~antl,fees requi-red'by.,~f municipalitt'es; to directly~accompli'sli'tfio work under.thts ProJect: Coritractor ~ L_shaJ_I-request to proper author'ities'to obtain permits and fees.'Mechanical.-__-.. Subcontractor sha{I pay gas company for service from gas main in adJacent streat to buElding. 2.3 PROGRESS PAYM[NTS A. Refer to Article 9 ef General Conditions and Amendments thereto. 320.86/E7 - ELEMENTARY SCHOOLS _ Page 01010 - 2 o syr~ ('"3y~y e < P P+~;38,iJ.~@a,f.a^K~'k$~WM~u a'. W's cu~~~~~~8: x ..rgF~ '.7fi> ~ r ' ~+v t~~ ~,~r °E - i''1¢~ *~yg3~ a '~O't.~.°"3 S s s ° • , 1994 PLUMBING PERMIT (COMSMERGI~i~~) fr : ; ` " • ~ CI11' OF EAGAN 3830 PILOT KNOB Itb EAGAN MN 55122 (612) 6814675 PLEASE COMPLETE FOR ALL COMMERCIAI,lINDUSTR3AL BiJiIaLD~~NGS< O O* tl?; ~ -FAMILY BUILDINGS WHEN SEPARATE PERMTI'S ARE,NQREQ.iT~~ DWELLING UNTT. . . - _ ' NEW CONSTRUCfION . F,-` ADD ON REPAIR ~ R'ORKDESCRIPTION: Installation of 1- Booster water.t46~tek n~ Y ~~~..w '.T..~_ . . l- ~ yt Sb ~ ~ coNTRAc°r rRIcE: $ 11,830.00 FEE: 1% OF CONTRACT FEE STATE SURCHARGE: $.50 FOR EACH E1,000 OF P~ff FEE. ' • ' ~ ' MINIMUM FEE $ 25.00 CONTRACT PRICE X 1% $ 138.30 _ STATE SURCHARGE $ .50 '~r TOTAL $ 118.80 L . ~$r'F ADI1RIE$$: . ThqMd5 I1r7ke 'E1MP11taz'v - 434b"hoIDflc ;Lake Rt3i~'y..xFa~a I~ G TENANT NAM,E: ~ntact Person - Jerry Holliday STE. t~a.,,~-~ OWNER NAME: I.S.D.. #196 - „s , ~ INS1`ALLER: Gorhant-0ien MeeYLnieal. r nc_ _ ADDRESS: 841 East Forest Ave. CI1y; rtora STATE: '504L_,~ ~d : PHONE 612/679-1612 rS . y. ry~ f~~b ryQ~~t ts a. d W ` i•~iF ~~^,r'~y~'`~ ~ ~ FOR: ~ ~ ~ ~ C OF EAGAN APPLICANT F- 7 -~y _ ~ . 1994 PT.UMBING PERMIT (RESIDEIVTIAL) CITX UF EAGAN 3830 PII,OT KNOB RD EAGAN MN SSI22 (612)681-4675 PLEASE COMPLET`E FOR SINGLE FAMILY DWELLINGS. ALSO, FOR TOWNHOMES AND CONDOS WHEN'PERMTTS ARE REQUIRED FOR EACH UNIT. NO. FIX'I'[JRES EACH TOTAL ` SHOWER 3.00 WATER CLOSET 3.00 BATH TUB 3.00 LAVATORl' 3.00 KTfCHEN SINIC 3.00 LAUNDRY TRAY 3.00 HOT TUB/SPA 3.00 WATER HEATER 3.00 FLOOR DRAIN 3.00 GAS PIPING OLTTLET • minimum,- 1 3.00 ROUGH OPENINGS 1.50 WATER S01F"!'ENER 5.00 PRIVATE DISP. • na&cry. u~ 20.00 ~ U.G. $PRIN:KI:ER eome unaer ooosc. 3:00 ALTERATIONS •;to ~tin8 20:00 - WATER TURN AROLJND 20.00 STATE SURCHARGE .SU TOTAL: SITE ADDRESS: OWNER NAME: INSTALLER: ADDRESS: CIT'Y: STATBs ZIP CODEx PI30NE ( ) SIGNATURE OF PERMITTEE ' OFFICE USE ONLY p pry SUBD.~'A._/r1,Bt'bu~o~p/F.C RECEIPT OATE 1997 PLUMBING PERMIT (COMMERCIAL) CITY OF EAGAN 3830 PILOT KNOB RD EAGAN, MN 55122 (612) 6814675 Please complete for: • al1 wmmerciaVindustrial buildings. • mutti-family builtlings when separete pertnks are aqj required for each dwelling unit. • hackNOw preventer to be instailed in commereial areas or residential 6oulavards DATE: ~I f 3- 4'I WORK TYPE: _ New Const. _ Add-On Ik' Repair DESCRIPTION OF WORYC TnSvy_y\ r.l (iNw- CO I.k\r . IS WATER METER REQUIRED? _ Yes No. ARE FLUSHOMETERS TO BE INSTALLED? _ Yes No UNDERGROUND SPRINKLER SYSTEM INSTALLING METER? _ Yes No. NEW SERVICE7 _ Yes LC No WATER FLOW: CaPM. Pressure Reducing VaNe may be required if installing new service - contad City's Engineering DepaRment at 681-4646. FAILURE TO PROVIDE THE ABOVE INFORMATION WILL RESULT IN A DELAY OF METER ISSUANCE FEES Minimum tee of $25.00 or 1% ot contract price, whichever is greater. Mlnimum State Surcharge of $.50 due on all permits. CONTRACT PRICE: $ 'SO +6~ x 1% = $ COMPLETE THIS AREA ONLY IF INSTALLING UNDERGROUND SPRINNLER SYSTEM BACKFLOW PREVENTER FEE $ 25.00 = 8 WATER PERMIT (new servica onty) 50.00 = $ WAC (new service only - per conneQion) 780.00 = E WATER TREATMENT (new sarvice only - per connection) 420.00 = $ CITY INSTALIED TAP 300.00 = $ METER: 1$185.00, 2" TURBO = $846.00 = $ PERMIT FEE $ FIGURE 3URCHARGE AT 50 CENTS FOR EVERY S1,000 OF PERMIT FEE DUE STATE SURCHARGE $ , SD TOTAL $ I hereby acknowledge that I have read this application, sWte that the infortnation is cortect. end agrea to comply wilh all applica6le City of Eagan ordinances. It is the applipnPS responsibilily to notiy the property avner that the City of Eagan assumes no liabilily for any damages caused by the Ciry during its nortnal operational and maintenance adivities to the facilitie{~ construded under this pertnit within Ciry propeRy/right-of-way/easement. SITEADORESS: 1 ~ Mr. S CA, TENANTNAME: l t'b yvxa5 ^+nkx Sl'\d`-\ STE.#: OWNER NAME: WSTALLERNAME: (dU TELEPHONE#: t'--~ STREETADDRESS: CITY: STATE: ZIP: APPLICANT'S SIGNATUI~:9 OFFICE USE ONLY - REVERSE SIDE OFFICE USE ONLY PLUMBING PERMIT (COMMERCIAL) METER SIZE PRV _ Yes _ No Domestic Irrigation UTILITY CONNECTION (APPLIES TO NEW SERVICE ONLYI $ REVIEWED BY Building Inspector Date I'o determine meter size • See if it is indicated on back of Building Inspections card • Enter address in PIMS Screen 301 to obtain S&W permit # • Check PIMS Screens 110 (Remarks) • If gailons per minute are less than 25, a 1" meter will be required. If gallons per minute are more than 25, a 2" turbo with strainer will be required. This information is to be supplied by the designer of the system. Consult with Plumbing Inspector if Licensed Plumber does not know GPMs. Before selling meter Check PIMS Screen 320 for a oroval of inspection results. No meter will be sold before all sewer and water inspections are complete on a new service. If new service lines are not required, one check may be written for meter and permit costs. Write meter type and size on receipt, code to 3716-9220 (meter portion only), and forward copy to Utility Billing Clerk. Enter meter size, type, receipt date 8 amount paid on PIMS Screen 710. Copy of receipt should be given to Utility Billing Clerk. Miscellaneous Information The installer is to contact Building Inspections at 681-4675 for inspection of the inside water line and backflow preventer. The Public Works Department may be reached at 681 -4300 for water turn-on. If ineter is over 518, call Public Works and let them know so they can tell you if they have one in stock before plumber goes overthere. CITY USE ONLY L I BL ~ RECEIPT#: SUBD. RECEIPTDATE: 1997 MECHANICAL PERMIT (COMMERCIAL) CITY OF EAGAN 3830 PILOT KNOB RD EAGAN, MN 55122 (612) 681-4675 Please complete for: ? all commerciaVindusfial buildings. ? mulG-famity buildings when separate permits are not required for each dwelling unit. DATE: _8r0NTRACT PRIGE: WORK TYPE: NEW CONSTRUCTION Z--'INTERIOR IMPROVEMENT DESCRIPTION OF WORK: FEES: ?$25.00 minimum fee or 1% of contract price, whichever is greater. ? Processed piping - $25.00 ? State surcharge of $.50 per $1,000 of pe rmit fee due on all permits. CONTRACT PRICE x 1% ~~7I S~ PROCESSED PIPING STATE SURCHARGE - s~ TOTAL ir O- SITEADDFtESS: OVIMERNAME: 4--,-",9''}-/TELEPHONE#: TENANT NAME: (unPROVennerrrs oNLv) INSTALLER: ADDRESS: ~3??'~ ~~'~.isi'g'v'q /y~~ CITy; ZIP: PHONE S~yy - g ~ y~ SIGNATURE: C S TURE OF PERMITTEE ITY IN PECTOR CITY USE ONLY , . LOT BL RECEIPT SUBD. RECEIPT DATE: 1997 MECHANICAL PERMIT (RESIDENTIAL) CITY OF EAGAN 3830 PILOT KNOB RD EAGAN MN 55122 (612) 681-4675 Date• Complete this section onW if vou are installing HVAC in sinEle familv, townhome, or condos that are under construction and are not owner /occuoied. • HVAC: 0-100 M B T U $ 24.00 ADDITIONAL 50 M BTU 6.00 • Gas ouUets ( minunum of one required @$3.00 ea.) • State Surchazge: .50 • TOTAL: Complete this section onW if you are remodelin.g, addinLy to, or repairing existine single family dwellinas, townhomes, or condos. _ Add-on furnace _ Add on air conditioning _ Add-on air exchanger, i.e. Vanee system, etc. _ Other Mini.*nuzn fee applies *o all remod?1 or add-ons of existing residences $ 20.00 State Surcharge .50 Total: $ 20.50 SI7'E ADDRESS: OWNER NAME: PHONE INSTALLER NAME: PHONE STREET ADDRESS: CIT'Y: STAT'E: ZIP: ATLJRE . O PE ITI'EE L L gL I CITY USE ONLY RECEIPT 41/7W~-9 SUBD. 1.Q0 Oa, sptlU~ DATE: gD1 k 9S 1995 PLUMBING PERMIT (COMMERCIAL) CITY OF EAGAN 3830 PILOT KNOB RD EAGAN, MN 55122 (612) 681-4675 Please complete for: ? all commercial/industrial buildings. ? multi-family buildings when separate permits are n-(t required for each dwelling unit. DATE: a 5-9 5 CONTRACT PRICE: WORK TYPE: NEW CONSTRUCTION ADD ON X REPAIR DESCRIPTION OF WORK: FEE: $25.00 minimum fee or 1% of contract price, whichever is greater. State surcharge of $.50 per $1,000 of Rermit fee due on all permits. CONTRACT PRICE x 1% 60 STATE SURCHARGE 50 TOTAL 5 0 SITE ADDRESS: 2'ak2d• TENANT NAME: STE. # OWNER NAME: INSTALLER: 4&2LAie-P ADDRESS: H52 la CIN: PO,,im STATE: Zip:5S%a~2. PHONE ~/arv'Z SIGNATURE: x. APPL CANT CITY OF EAGAN CITY USE ONLY L BL RECEIPT SUBD. DATE: 1995 PLUMBING PERMIT (RESIDENTIAL) CITY OF EAGAN 3830 PILOT KNOB RD EAGAN, MN 55122 (612) 687-4675 Please complete for: ? single family dwellings ? townhomes and condos when permits are required for each unit FIXTURES EACH NO. TOTAL Shower 3.00 x = Water Closet 3.00 x = Bath Tub 3.00 x = Lavatory 3.00 x = Kitchen Sink 3.00 x = Laundry Tray 3.00 x = Hot Tub/Spa 3.00 x = Water Heater 3.00 x = Floor Drain 3.00 x = Gas Piping Outlet ' minimum - 1 3.00 x = Rough Openings 1.50 x = Water Softener 5.00 x = Private Disposal " Dakota Cty. license 20.00 = U.G. Sprinkler ` home under const. 3.00 = Alterations to existing 20.00 = Water Turn Around 20.00 STATE SURCHARGE .50 TOTAL SITE ADDRESS: OWNER NAME: INSTALLER NAME: STREET ADDRESS: CITY: STATE: ZIP: PHONE ( ) ~ < , ~ city oF eagcin PATRICIA E. AWADA fLIR2 2, 2000 Mayor - PAULBAKKEN BEA BLOM6IUIST PEGGV A. CARl50N $ANDRA A. MASIN MARY JELINEK Counci Members THOMAS LAKE ELEMENTARY SCHOOL rNOMas HeDcEs 4350 THOMAS LAKE RD ciriAdmo-'i5°°+°` EAGAN MN 55123 E. J. VAN OVERBEKE . Ciry Clerk AE: READIIVG LOFT 4350 THOMAS LAKE RD CLOT_1, BLOCK-1, THOMAS-LAKE-5CHOOL-' In reference to the March lst memorandum you received from Brian Boelter, ISD 196, Environmental Health and Safety Consultant, please be advised as follows: 1. The reading loft must be constructed of non-combustible materials. 2. The platForm -uardrail shall be a minimum of 36" in height. Open guazdrails shall have intermediate rails such that a 4" diameter sphere cannot pass through. 3. The stair itself shall have a minimum width of 36". The rise of the step and stairs shall not be less than 4" nor more than 7". The greatest riser height within any flight of stairs shall not exceed the smallest by 3/8". The run shall not be less than 11 Stair tread shall be uniform in size and shape. The largest tread run shall not exceed the smallest by more than 3/8". 4. The stair guazdrail and handrail shall have a muumum height of 34" and a maximum 38" with the same spacing requirement as the platform guazdrail. If you have any questions regarding the above, please feel free to contact me at 651-681-4683. Thank you. Sincerely, J. Craig Novaczyk Combination Building Inspector .rctv/j5 cc: Brian Boelter, ISD 196, 14445 Diamond Path W., Rosemount, MN 55068 MUNfqPAL CENTER THE LONE OAK TREE MAINTENANCE FACIUTV 3830 PIIOi KNOB ROAD iHE SYMBOL OF STRENGTH AND GROWfH IN OUR COMMUNIN 3501 COACHMAN POwi EAGAN. MINNESOiA 55122-1891 EAGAN, MINNESOiA 55122 PHONE: (651) 681-4600 PHONE: (651) 681-d300 FAX: (651) 681-a612 Equol OpportUniry EmplOyer FAx: (651) 68I-4360 TDD: (651) 454-8535 iDD: (651) 454.8535 . . , . NIEMORANDUM TO: Mary Jelinek, Thomas Lake Elementary Principal Nlike Linnenkamp, Thomas Lake Elementary Building Chief FROM: Brian Boelter, ISD 196, Environmental Health and Safety Consultant SUB.TECT: Thomas Lake Loft DATE: 3/1/00 On January 26, 2000, Bill Reintjes, Deputy State Fire vlazshal, inspected the Thomas Lake loh and stated it could remain if the following changes aze made: 1. Proof must be provided in writing that all componenCS of the loft are consuucted of noncombustible material. (MUFC 10.601) If material such as wood or carpet exists on the structure, certification must be provided showing this material has been professionally treated with a fire retardant coadng. 2. The hand railings on the loft must be upgraded to comply with the Minnesota Uniform Fire Code (MLTFC 12.109) and the Minnesota Building Code. 3. The stairs leading to the loft must be upgraded to comply with the Minnesota Buildina Code. On Febcuary 24, 2000, the issue was also discussed with Dale Wegleitner, City of Eagan Fire Mazshal. He agreed with the Deputy State Fire Mazshal's requests. Bill Reintjes and Dale Wegleimer will be inspecting Thomas Lake Elementary after this summers sprinkler project is complete. If the above changes are not made, the loft will have to be removed from the buildmg or the Fire Mazshal dces have the jurisdicaon to red-tag the space and not allow occupadon of the space. Xc: Steve Hansen, Director of Buildings and Grounds • Ken Brandel, Maintenance Supervisor Greg Wood, ISD 196, Environmental Health and Safety Consultant i o B I. l , w'~~ m • Depar[ment of Administration b~.~e? . ~ LETTER OF AGREEMENT DELEGATION OF STATE BUILDING CODE ADNIINIS7'RATION FOR PUBLIC BUILDINGS AND STATE LICENSED FACILITIES DMNESOTA STATE STATUTE 16B.61 Subd. la MiJNICIPALITY, circle one (city, county, township) Reid, Douglas Michael City of Eagan nate: 2/15/2000 3830 Pilot Knob Road Eagan MN 55122 rRO.TEC'r: Thomas Lake Elem. #0196/Fire Sprinkler LoCATIO1v: City of Eagan COUNTY: Dakota DESC1tIPTION: Install fire protection system & new fire alarms ADDRESS: 35(Z~191_Y~aSI.akP Rnari Y***t**fAWfF******R'RR****lxxxx!*t*}}x![1t*** * ASSIGNED PROdECT NUMBER: 20000076 Date Received: 2/1 S/2000 •~~~~~~«ex~:,r;.~x,e,e:~~xx~x~a~k:~..~~~f«.~ This letter shall serve as a contractual agreement pursuant to Minnesota Statute 1613.61 Subd.la, between City ofEagan and the Commissioner of Administration for transfer of State Building Code administration from the Minnesota Department of Administratiou to the municipality for the "Public Building" or "State Licensed Facility" project described iu this agreement. THIS AGREEMENT MUST BE RETURNED WITHIN 15 WORKING DAYS. Building Codes and Standards Division, 408 Metro Syuare Building, 121 7th Place East, St. Paul, MN 55101-2181 Voice: 651.296.4639; Fax: 651.297.1973; TTY: 1.800.6273529 and ask for 296.9929 ~rxe,iy.~ sO Departmen[ oF Adminis[ration \:;i~i• Project: Thomas Lake Elem. #0196lFire Sprinkler Project 20000076 Description: Install Fire protection system & new fire alatms Location: City of Eagan 1. Duties ot Municipality. Please check the duties you are willing to contract (a or b must be iniNaled by State Building Inspector). a. Attend to all aspects of State Building Code administration, including: 1. Preliminary plan review with Building Codes and Standards Division Plan Review Staff when required by the Building Codes and Standards Division. 2. Ptan Review of building and grounds wit6 municipal plan review comments, designers responses, and state plan review application form signed by designer and forwarded to the Building Codes and Standards Division. 3. Interpretations, application, and enforcement of all code provisions. 4. Issuance of all permits. 5. Documentation on fle of all equivalences and modifications to code as required by UBC 105 and 106. 6. Maintain all records. 7. Issuance of certificate of occupancy wit6 a copy informing the State Building Inspector when services are completed. b. Attend to all required inspections of said building including: 1. Issuance of all permits. 2. Maintain all records. 3. Issuance of certificate ot occupancy with a copy informing the State Building Inspector when services are completed. 2. All costs of building code admiuistration shall be as prescribed by Minnesota Statute 16B.61 Subd. la. IN WITNESS WHEREOF, the parties have caused this agreement to be duly ezecuted intending to be bound thereby. OVED: APPROVED: ~ B DIPT OFFICIAL AT STATE BUII.DING OFFICIAL DATE: 7z4LE~- 7 2Z <G MUNICIPAL MANA ER/ADMINISTRATOR DA E PaFormAG Page: 2 Building CoJes and Standards Division, 408 Metro Square Building, 121 7[h Place East, SL Paul, MN 55I01-2181 Voice: 651296.4639; Fax: 651.297.1973; TTY: 1.800.6273529 and ask for 296.9929 FEB 14 160 06:39PM WOLD ARCHITECTS 'P•3i6 ~ • Deparunent of rldmiais ~ I~iITI:~.L AI'Yi,iCp'i'TO~! FUK PLA\T REVxEW ?:::ase ,ill oa: t%~~s P':~:;a~eon <d retu:a i[ ;o t'r.e S:aTidards Division ap oximately tou: (4) wecbs prior to your expected plan rovzew subnutta'., Failure to submit tllis form may result in ap to a thren (3) week delay in the proccssing of the plaa revie~v applica;iur_ This initiaJ applica[ion will help us exgcdite yp~ review. ~ c c • I-(~ Coror.uuonY„u3aon Siw n r Z.ZiZ- ...0 Township 1 C-- ci • ~ SC c'ouary d... IV ~ -ritt . I 0Wner'3C nmet n nn<r re.u y ~ ~.,,S f7vmerPhone ( ) 1 ~ ' 6S ~ 6cy,, nw, 7i9 ,1 'T J Vv~IV 550~8 5tt1C:,~enCY~I.Applia e) ~~xzipn inn ~ 17'` ~ J ~irm Cor.nc: Person z - 0 p Phone (~5 '7 i7i1 l -171" I ~ . ry, Sum. p W4,1 ~'7 102.. Fax ( . ~ , : =r Puolic (snte) buituiag paid foc by che state or ochcr gta:e agaacy as a: Q$p!c Cot,egc l'.i Zoo Q D.O.T. ? D.N.R. I O SWte Univenity O Naeonal Guard Q Scacc Hoyitat 0 Stace Home Q(;apiral Complex ~ = O Ch'ser, spacify - FPublic schooi discria buildingof S t00,000 or morc in comcttction cos:. O Scace Lizenstd Faciliry lieensed as a: ? clospics[ 0 Vuesirso I•!o^c Q Cor.rc:iona[ Faciliry .j ' O Scpervise4 Living Faeiliry U Free-standing Outpaticnt Sureical Centcr "I `n Other:Spmaify . ,I D Vew $uilding Consa-lction O AGdieion modelin; Q Ocher; ~ sp`:'!y I I I I 3 UBC Occupancy Cla.SSi£w[ion(s): la ~ LI$CTyFe Of CacsG-scr,oa: ~ ProjauDcsc;ip~ion: f~' A ' V Toca! Projccted Constru ion Valuation: 2rL 1 L~ 'I -r C:pon rece;ving the completed znitial application wc will confirm that we aze the proper jurisdiction for the projC:ct, assign it a projact number for trackzng and determine iftha city/mimicipa(iry wiil do the plan review, , the inspections, both or ncicher. We will notify you of the projeet number, where to submit your documcnts for review anJ how the inspcctions wiil bc handied. If 3etegaced to the ciry/mur.icipality, you wili only need to Poi 1uw thcir procedures and fee schedute. If your submittal is to the $CSD, our standard application proccss Wi[I necd £o be fnllowed. 1 herebxgclrnow[edgr thet rhis applicarioa Lr nor o Bui1dl,rd Perml., nur dors it authori: e the stal-t of con.strelctloit. OAkU4'J X l~ppl:cani S~y2ryre I U3[C Buiiny Codes and St;md;ueix Oivisiua. 408 Mctro Squxc BuiWin,•. !21 ?th P!ac;e Ewc. SL Paul. CvfN 55IU1.2181 ~ Vaicer 6$1.296.4639. Fax: 65I '397.1973: TTY: 1.81H).6273529 and ask ror 296.9929 m W ~ 0 0 0 K 6512235646 MN BLDG CODES STDS ,TEL=6512971973 02/14'99 18:42 . t+. io (l, / ~T~~q,~ / hai~s `r~Z Svhoo I k fiklEl_ SO - Department of Administration ~6'd:N6d. PROJECT JiJRISDICTION AGREEMENT COPY TO BIIILDING OFFICIAL: Reid, Douglas Michael Date: 2/24/2000 City of Eagan 3830 Pilot Knob Road Eagan MN 55122 Project Title: Thomas Lake Elem: #0196/Fire Sprinkler Location: City of Eagan nescription: Install fire protection system & new fire alanns Date Received: 2/15/2000 Assigned Project Number: 20000076 Dear Building Official: Attached is a copy of the notice to the Architect / Designer of the project described above as to the agreement reached between the Minnesota Building Codes and Standards Division and City of Eagan delegating building code administration to your office as per our agreement an this project. Yours truly, BUILDINCODES _STANDARDS 4tAn Supervisor, Plan Review SDM:w Attachment PaFormRI Building Codes anrJ Standa2ds DiJision; 408'Metro Square Building, 121 7th Place East, St: Paul, MN 55101-2181 : Voicer 651.296.41639; Fax: 651.297.1973; TTY: 1.800:6273529 and ask for 296.9929 I 0"R DePartment of Administration PROJECT JLIRISDICTION AGREEMENT ARCHITECT/ENGINEER: Wold Architects & Engineers Date: 2/24/2000 305 St. Peter Street St.Paul MN 55102 PROJECT: Thomas Lake Elem. #0196/Fire Sprinkler LoCATION: City of Eagan COiJNTY: Dakota DESCRIPTION: Install fire protection system & new fire alarms aDDRESS: 4350 Thomas Lake Road *1F:Y ie+t:t Rk :t ***it:t k:t~tA tR *R:F*:F:F+t 1e rt t*k**** *#t AYt * ASSIGNED PROJECT NiMBER: 20000076 Date Received: 2/15/2000 An agreement has been reached 6etween the Minnesota Building Codes and Standards Division and City of Eagan , whereby the PLAN REVIEW AND BUILDING INSPECTION will be done by City of Eagan Please submit all plans, specifications, and appropriate fees to City of Eagan You must follow their submittal process and fee schedule. Please refer to our assigned project number for their tracking purposes. The City will also be responsible for issuance of the certificate of occupancy. Sincerely, aR~/ Scatt D. cLel an Supervisor, Plan Review SDM:w c: Building Official PaFormRi Buiiding Codes and Standards Division, 408 Metro Square Building, 121 7th Placc Eas4 St. Paul, MN 55101-2181 Voice: 651296.4639; Fax: 651.297.1973; TTY: 1.800.627.3529 and ask For 296.9929 Txe yr ~~.::;.p,v~ 2'~'lL sO ~ Department oY Administration \iece• Project: Thomas Lake Elem. #0196/Fire Sprinkler Project 20000076 Description: Install fire protection system & new fire alarms Location: City of Eagan 1. Duties of Municipality. Please check [he duties you are wiliing to contract (a or b must be initialed by State Building Inspector). ~ a. Attend to all aspects of State Building Cade administration, including: 1. Preliminary plan review with Building Codes and Standards Division Plan Review Staff when required by the Building Codes and Standards Division. 2. Plan Review of building and grounds with municipal ptan review comments, designers responses, and state plan review application form signed by designer and forwarded to the Building Codes and Standards Divieion. _ 3. Interpretations, application, and enforcement of all code provisions. 4. Issuance of all permits. 5. Documentation on file of all equivalences and modifications to code as required by UBC 105 and 106. w 6. Maintain at( records, r v ~ mV o 7. Issuance of certi5cate of occu anc with a co r`' '"~'m p y py informing the State c'. co Building Inspector when services are completed. Tr,~,- N r b. Attend to all required inspections of said building including: ~ T. ul c :s 1. Issuance of all permits. w ~ 2. Maintain all records. ~ o < 3. Issuance of certificate of occupancy with a copy informing the State Building Inspector when services are completed. 2. All costs of building code administration shall be as prescribed by Minnesota S[atute 16B.61 Subd.la. IN WITNESS WFIEREOF, the parties have caused this agreement to be duly eaecuted intending to be bound thereby. OVED: APPROVE : a A B DIN OFFICIAL AT STAT ~ UII,DING OF p~ ~ . DATE: Z~ ~ ~ \ 2 zZ c.G MUNICIPAL DZpNp R/ADMIIVISTRATOR D~ 1'aFormAG Page: 2 Building Codes and Standards Division, 408 Metro Square Building, 121 7th Place East, St. Paul, MN SS I OL2I81 Voice: 651.296.4639; Fax: 651297.1973; TTY: 1.800.6273529 and ask for 296.9929 Transfer Er4ered This da f Dakota County 7reasurer-Audftor X DRAINAGE AND UTILITY EASEMENT 1N CONNECTION WITH EAGAN CITY PROJECT NO. 696 THIS EASEMENT, made this day of A,1995, between INDEPENDENT 3CHOOL DISTRICT NO. 196, a Minnesota public body, hereinafter referred to as "Landowner" and the CITY OF EAGAN, a municipal corporation, organized under the laws of the State of Minnesota, hereinafter referred to as the "City". WITNESSETH: That the Landowner, in consideration of the sum of One Dollar ($1.0o) and other good and valuable consideration, the receipt and sufficiency of which is hereby aclmowledged, does hereby grant and convey unto the City, its successors and assigns, a permanent drainage and utility easement, over, across and under the following described premises (the "Easement Area"), situated within Dakota County, Minnesota, to-wit: A 20.00 foot permanent easement over, under and across that part of ;Lot 1, LBlock 1, THOMAS LAKE SCHOOL ADDITION; according to the recorded plat thereof, Dakota County, Minnesota, lying 10.00 feet on each side of a centerline hereinafter referred to as Line A and described as commencing at the southeast corner of said Lot 1; thence on an assumed bearing of North 89 degrees 34 minutes 19 seconds West along the south line of said Lot 1 a distance of 298.61 feet to the point of beginiung of said Line A; thence North 74 degrees 31 minutes 22 seconds West a distance of 161.56 feet; thence South 83 degrees 00 minutes 34 seconds West a distance of 77.00 feet to a point hereinafter referred to as Point A; thence North 78 degrees 57 minutes 18 seconds West a distance of 272.13 feet; thence westerly a distance of 135.02 feet along a tangenrial curve concave to the north having a radius of 473.46 feet and a central angle of 16 degrees 19 minutes 21 seconds and said Line A there temvnating. The sidelines of said 20.00 foot easement are to be prolonged or shortened to terminate at said south line of Lot 1. Together with a permanent easement over that part of said Lot 1 described as commencing at said southeast corner of Lot 1; thence North 89 degrees 34 minutes 19 seconds West along said south line of Lot 1 a distance of 969.34 feet; thence North 25 degrees 25 minutes 41 seconds East a distance of 38.74 feet to the point of beginning of the easement to be described; thence continuing North 25 degrees 25 minutes 41 seconds East a distance of 133.07 feet along a line hereinafter referred to as Line B to its intersecrion with a line 40.00 feet northerly of and parallel with said Line A; thence northwesterly a distance of 110.63 feet along said parallel line and its northwesterly extension, being a cwve concave to i ~tC E i`JEQ JaN 0 21996 the north, having a radius of 433.96 feet and a central angle of 14 degrees 36 minutes 22 seconds to the westerly line of said Lot 1; thence southwesterly a distance of 30.55 feet along said westerly line of Lot 1 to the intersection with the northwesterly extension of a line 10.00 feet northerly of and parallel with said Line A; thence southeasterly a distance of 23.57 feet along the last described parallel line to its intersection with a line 100.00 feet northwesterly of and parallel with said Line B; thence South 25 degrees 25 minutes 41 seconds West along said line pazallel with Line B a distance of 114.51 feet to the intersecrion with a line bearing North 64 degrees 34 minutes 19 seconds West from said point of begiruiing of Line B; thence 5outh 64 degrees 34 minutes 19 seconds East a distance of 100.00 feet to the point of beguuiing. Also together with a temporary easement over, under and across that part of said Lot 1 lying 20.00 feet northerly of and adjoining the first above described permanent easement and lying easterly of a line drawn northwesterly perpendiculaz to that part of said Line A that bears South 83 degrees 00 minutes 34 seconds West from said Point A. The northerly line of said temporary easement is to be prolonged to terruinate at said south line of Lot 1. Also together with a temporary easement over, under and across that part of said Lot 1 lying easterly of said Line B, lying northerly of the northerly line of the fust above described permanent easement, and lying southerly of a line described as beginning at the intersecrion of said Line B with a line 40.00 feet northerly of and parallel with said Line A; thence easterly along the curved portion of said parallel line to the point of tangency of said parallel line; thence South 78 degrees 57 minutes 18 seconds East, para11e1 with said Line A, to its intersection with the northerly line of the above described 20.00 foot temporary easement and said line there terminating. Also together with a temporary easement over, under and across that pazt of said Lot 1 lying easterly of said Line B, lying southerly of the southerly line of the first above described permanent easement, and lying northerly of a line described as beginnuig at the intersecrion of said Line B with a line 30.00 feet southerly of and parallel with said Line A; thence southeasterly along the curved portion of said para11e1 line to the point of tangency of said parallel line, thence South 78 degrees 57 minutes 18 seconds East, parallel with said Line A, to said south line of Lot 1, thence South 89 degrees 34 minutes 19 seconds East along said south line of Lot 1 to the point of beginning of said Line A and said line there ternunating. Also together with a temporary easement over, under and across that part of said Lot 1 lying westeriy of a line 100.00 feet northwesterly of and parallel with said Line B and its southwesterly extension and lying southerly and adjouung the second above described permanent easement. Said temporary easements are to expire October 1, 1996. See also Exhibit "A" attached hereto and incorporated herein. The grant of the foregoing permanent easement for drainage and utility purposes includes the right of the City, its contractors, agents and servants to enter upon the Easement Area at a11 reasonable rimes to construct, reconstruct, inspect, repair and maintain pipes, conduits and mains; and the fiuther right to remove trees, brush, undergrowth and other obstructions. After complerion of such construction, maintenance, repair or removal, the City shall restore the Easement Arza to the condition in which it was found prior to the commencement of such actions, save only for the necessary removal of trees, brush, undergrowth and other obstructions. The Easement Area sha11 be used as an isolation zone around a well located within the second above-described easement. No person shall place or cause to be placed or allow to be placed in, on, or under the second above-described easement, any potenrial source of contamuiation for said well as detemuned by the City, which contaminarion sources include, but are not limited to, chemicals, hazardous substances, and wastes. Any such contaminataion shall be immediately removed upon any order of the City, which removal shall be done at the expense of the owner of person placing or allowing such contamination. And the Landowner, its heirs and assigns, does covenant with the City, its successors and assigns, that it is the Landowner of the Easement Area aforesaid and has good right to grant and convey the easement herein to the City. IN TESTIMONY WHEREOF, the Landowner has caused this easement to be executed as of the day and year first above written. INDEPENDENT SCHOOL DISTRICT NO. 196, a Minnesota public body L. • J~ cki Magnuson . Chair /A i ~ ~ ^G~pwuc. By: Merk -Roland Its: C STATE OF MINNESOTA ) ) ss. COUNTY OF DAKOTA ) On this day of 1995, before me a Notary Public within and for said County, personally appeared JACKIE MAGNiJSON and MARY HAMANN-ROLAND to me personally known, who being each by me duly sworn, each did say that they are respecrively the Chair and Clerk of Independent School District No. 196, a Minnesota public body and that said instrument was signed on behalf of said School District by the Board of D'uectors and said Chair and Clerk aclmowledged said instrument to be the free act and deed of the corporation. g<'~'n~"MMAM:1 ~ NAMlLUA4n.y~11 ~ / I . y-y--- Z~=~~I`''irT_ i.~~:jJ.1t'' ~ ~/l0~(i( , •~M~1 ! a~UUIF f i NotaryPublic *QV~G :n x f s an..31 2000{ a wwH^.'wvwvvw wv+nw wwwvv APPROVED AS TO FORM: City Attorney's Office Dated: izl~sl5; APPROVED AS TO CONTENT: Publi Works De artment ~ Dated: 2Z,116 THIS INSTRUMENT WAS DRAFTED BY: SEVERSON, SHELDON, DOUGHERTY & MOLENDA, P.A. 7300 West 147th Street Suite 600 Apple Valley MN 55124 (612) 432-3136 RBB/wkt 66-13461 Easement No. 600 Cities Di i~ tal Quality Control The following image represents the best available image from the original page. Every effort was made to capture the content from the original page. . , . EASEMENT DESCRIPTION SKETCH FOR: CITY OF EAGAN YH~ il`qSL~G.5EdEtlLQLSCtlICA~av ~ 20 UU I 1 Dermprynl s snl u Stnp(A ADOiLUr+ unUb OnG poii Inpl pa.l ol LOI ni I.v 8luo,nne0 ~aK( . ac.yoranq io in~ nco~aea ai mueol Oa~om Cw.. ia~ I. IM~II~S smo, inn mqem^. .,in o oem~ ^wor em e mem o ao~` ~ len sWr el a Un1e~Ln< nv~nellV nleneE In af l~e ~ esnibN os 9 ~ 20 "~~a 00 IeU r^cerlY ~ y Jpininq IEe lirsl oGOnodescr,p<Y 4~~ornp. nol oi rai^ Lu^ i i^~ny IO UL o l e 1 J~n ~ ~[emm<nGn~ al Ine lneoil (olne~ ol soiE l01 1. II.MCa On M o m<Y anJ G btYl,nq ol Nelln tl9 tatlerl~ 01 0 1. 0ra.m n I~~esle~lY ~er ~nan Ee~y~n J~ ~nmulei 19 tKmaf aa ~ ulonp I.el m I .e Do.m Lpinnn m~ aauln f. el sai0 Lafsl u I , 198 6, $ ul~ Bl eusen~ w °et J~ V~^Jaulai i I~al Owl I l~neyam~ ~ Lo rs ~ 1 o Oislw[! Nmpo~ary t~s lo Oe prW Pun~ • Ipe ~arlnen~~in 1 ~~u.us ' O[un~mns ~o Wipl m 4ym Sai~O som mwn une ii ~u~ . ` u.u w.si a ~rs~mce o~ i6i D6 Ieer, mmu Soa~n tl]~ao ,f ~o•~n O~~ ~•~n~~ L mn~ia~ f J~fl^n[. ul IIOU leel lo o Oonl ~el~inall.r ealooPan1 AQSII~mc~tNwll~ )bsu O .03o Io4ohor .~IIi a lemewY^yo~asem~nl o an^Q uCr ss Inol p~~l o 51 ~nw.s itl secmus`b;s< a antmc. oi 2)2 q iee~. inence aai~ny amwp oi il6ai IIIIIIIIII ~~f•~r ~~am tw 8. 1ryiq qneny ar m. naqnai. r. el~me bm aeo.r'uesc.eeu 'ISN, 4u aon, a iunqm~mi u Ca.m7cv+e ~o me " mm nawnq aAloawa ol +~19b isel ana o cmba O 1avmonenim Li eaumem^ o.a ~We oi i5 aeqre ea i9 mnuii secmus e un~ ~oia llna may ~ewwoUn Ine a0eln.a ol ne B ..n 'nn9 sau^ne.y ai a iine aes~~eea as eeqnronq m ine miecrecoa~ oi ~0~0 IO~G lael m~nl o p Olan Ihf ful~iCa I~ OJC Istl O~I~erly 01 Onp p0~ollll w1IM1 SYiU Lind A: I~en[! Oile~~y 1O1 . e r. w o. oraonqe o, snwi.n.a Io .a smm i:ne o1 v oor~ e o~ ~mnaamutl w. ia 70 me owu oi ian ^nm<~ SwN 0~ 5) 9enry al fa~n imaiei ine. W ~u IE smonut Ea1. permN ~In safa l~n~ a. m Iq lo9emer .im ~~~+aLOn ~p~ ylhny nwr ol lne anovs aesa'l0ea 2000 iool lemppary eaa~mmi wE o pnmo~nrnl eo i Inal porl ol saia lal I Esfa.D.o m[ommencmq ol saiE lind IhO. lermiml'nq ~~a.a aoumeo~i cwnn i Laii~. menc~~NOnn B9 aeq1e<1 34 m- I<a i9 a~cmm wen don9 secuso~in ~me~ei ~o~ i o aiawc. oi 9W J~ y~~: Inmm pann =5 aaaaa 15 mr~io u } ^uo ioqeinn ..~n o umpwor m na av u nm Eou unionar o~ De l~ ~n~ ~o ~n~ OoM m : o~ ma .memem ~o o ~~yJ~J~ ~ ms~ai~ oi io.a ib~ B. q;n9 ~~nm~ c~ me s.,urnu mai u:a ioi i ~,nq oan ai s o on: ~"u n~„rq xarin ]5 aYy.r4a ZS mn.~.a I co•as Ea., a aniunS~ e~ ~ ~~-~A-IJ pOa ~ na IB~..~ m~nl. ona i s~ r~~e a m~ rv>~ ano.~ u~ec~am nne•noller q1un0 lo t l.np B la ~1~ .nln>"[I.w ..IM1 u fnt ~000 ~I o11a) fa ~ n nn9 norl~~nY ol p Ln~^ acfanOeG aa CG~gmn~nq AI In. inlvRCLOn ol dln~rlv a onp Oaiull~l . aoiG lm. A: In~nce naln.. il~rl, O O~flOnce pl 1106] If~l i0ulneoslNl C^ '[u00 Ie11 ioulrvrr'yo 1 a Dal'l .illi - 0 L.no . Il~en<e fo.0 Parale~ w an0 .Ia no~ln.~flens e~bn:yu~. `Q ^09 OoroO0i ImtY: c I,S~ Ip )0 ~ w1i0n 1 q padiM Nt 10 Inp Oa.nl ~ Iw ~ouiuf ei UJ~96 h~l mC a«nlrp pn le ol oenq o w~ m cynro.e ~e In~ mqn, ne..n •eef 5> mw`.t i! s on<~ [aal.1e a.an.. In :e al ta:b Im~ oi ~aa o~ man~~ 9 Ce9~en ]6 n i~a t3 'i<onaa i io me tu m. ~ivi °n ae`a s ~in s ai lm ~os~ee ~n d9 ap eaa 1~ mm~~ea i9 <ona~ Cov aonq~so.e's ~o Y o mnanc~ da D 55 ini pe.1 saa . wmy~n"r nr af une o o/ ioi o~ LD1 . ~~o me oomi ~ y.nq al saiE Lme e ana ~a.o 1s Ier imv in~re ~nm.nm.ny ~~~n OarWN w~l~ ienec ~0 ban .~m me nmm.ssi.nr e Im~~m 1 o n.0 LM~ A: In~n~e foulMp~l~tll Y GiilOnC~ ei rn< 2! 05) ~.00d l nenq In' lo~l dncrom A.to lo9offia0~iln1 lem Orpr DO~tlltl In 10 ~ ' NCliOn .il~ 0 Ine 100 nOrl~wlflell ol 0 ^eafeTenl e unEe/ ond G[rO.iQ1iE11aC 1+1. B1 onl0-0 lol i ly~nq B; ~n~np~~5ouln 2! d~pq~~ 25 minulu 41 a Y end Oo~apsl .iln ioip lin[ • f1~rIY 1 ~iN 0000 l~rl al~weflerly 01 mtl Do~olltl n11. OD (!el 0 ils adcia~a~ ol 11~ 51 lee~ lu In~ inan<eLOn .i1~~odlNa peoonp Nwe~ 6~ Ulf. 19 as~n~plr~ly xlmupn onu ipnq Sau1F<tlp ena aENninp Ine l.conU aoer~ Otlc.AeC py cmC x I.om ~a~a poin~ 1 l beVm i- emm~ pan.a~em wcma~ ~ Eme~sla amann ol ;0000 Isr~i1o Inr ponl; oPpeqrnman a.a.9q~ay ]4 ;rxn.. .9 SPu iempwo.. em.mm ar 1s e A 1"~ We nsr.pY C<rlil, Il~ol.lhii 5411[II. Dlan w(dpyl y .o,.ao1QOyye, m ~ ~ or unQN m' Qi~t[I fu0v~i~iOn onp Ipol b~l.` m Y Peqnlsnd Lw4 nsyor onau 1~~ la.t ` ~ ` . O _ m S. me 9me a, ua~eaom / ~ 8` D~ Doi.a m.s 2>in aar oi Jp SwU( ~AN0 SWivErI„L. inC l\ fU.oiO M yn E c. pL5 uun. R.9. No. l6i2 N ~,1Q v~ru N `h\ 9~6~ . t ~ /O9Z ~ p. yS a`p1 PfAMANENJ ORA/NAC[ & UII(/7Y EASEMfNI \ ? I ~ 1 . 1:..:.. rC.~ rc r..wn (16.860 59. p.J ' ' a?Si'VLChq~.~OPaqy l f ~~S : • .A~.,~l i'LFN~ ~ ..;,.w' • ' iwC. 1 •.~'I~~~yi.::: .;r.d ~f , f,- ' / e ' ' g~ j % {i•:::~ ~ : . _ _ / / . _ _ _ , _ . . . 4NFPVINV . ' _ . N89'3 CpvS'•O'v: e~ 9695a 2986i 4'19"W 100 0 100 200 1247 92 •n-III o"« 1.27 n23 sxa sspiwiowc _lunacuoflnmmc~amr~aacn. SCnIE w FEE1 132p 1602 OFFICE OF THE COUNTY RECORDER DAKOTA COUNTY, MINNESOTA CERTIFIED THATTHE WITHIN INSTFUMENT WAS RECORDED IN THIS OFFICE ON AND AT JAM 3 10 17 AN 'N ooc. No. 1:121602 JAMESN.DOLAN COUNTYRECORDER 8Y: ~ Deputy FEElj,~' SURCHARGE CASH ? CHECK? ESCROW W WELLO CHARGE ? . CHARGETO: REFUND DO NOT REMOVE k~ctct I 7,3co • 1 zl7 ~`s Sf J ; ` 1_ L/JPJ7.74S ~Gr~Ce SG•ryL~~ /~a~a ; BEA 6LOMOUISi THOMnS HEDGES N.,Ull CIiY ADMINI$iF.1iOR THObtAS EGAN AIYCE BOLRE MaFK PaRRANTO CiTY OF EAGAN CIT~ CLFFK JAMES A SMRN iNEOWFE wnCHiER 3795 PILOT KNOB ROAO . couvaL meMeeNS EAGAN. MINNESOTA 35122 PMONE 45I-B10O January 12, 1981 DR. JOHN HANSON ASSISTANT SUPERINI'ENDENT - BUSINESS AF"F,PaF25 C/0 ROSII'10iNT INDaIPIIVDEDPT SQi00L DISTRICP 0196 FbOSIIMOUNT, MN 55068 Re: Utility Connection Perntits - Northview School and Thomas Iake School Dear Dr. Hanscn: On December 17, 1980, I foxwarded a letter to your attention delineatinq the costs associated with the pexmits pertainina to the connection of the sECaer and water for the Northview Elementary School and also the water connection Dermit fee that was inadver- tently overlooked during the connection and construction of Thanas Lake Elenentaiy School. These costs are simenarized as follaas: NOIZP[1VIE4J FT.FMn;NrARY SCHOOL 1. Sewer Connection PeYmit $23,110.50 ($18,700.00 M[nUC requiranent) 2. Water Connection Pezmit 14,560.50 3. Total - Northview Elementary School $37,671.00 ($18,971 - City, $18,700-Nd^7CC', , iTHOMAS IAYM Ef,Ffi~MARY SCHOOL] 1. Water Connection Perndt $10,500.00 (City) Per your request, I am fonaarding to you a formal invoice attached to this letter detailing the msts due and payable for these utility connection perntits as previously described. I While nannally this invoice for utility connection permits is due and payable in full upon receipt, we can understand the financial hardship created by the irwediate need ~ of aonnection for the Northview Elernentatiy School. Due to the fact that $18,700.00 is aue and payable vy the city to the P4etropolitan Wastewater controi conmssion (rWc), this amount must be foxwarded to our attention by March 1, 1981. `,If so renuested in - School District, the City Council will consider spreading the remainder i assessnent-against=the-affected% over--a 15-year oeriod at-88.if the;r. School District waives its right to a public hearing allowing the City to place this as I an assessment against the property. This will require official City Council action. I will be happy to bring this before the Council at their next available Council r.ieeting , upon receipt of said written request for deferment of the connection pesnuts and their subsequent spread as an assessment against the affected property. Your request should stipulate the ntimiber of years you are requesting the assessment to be spread over mnr bined with the statenent that you oraive your right to any and all hearinqs associated with the spreading of tYv.s special assessnent. THE LONE OAKTREE THE SVMBOL OF 9TRENGTN AND GROWTH IN OU~COMMUNITV. Page two Please contact me if you have any auestions pertaining to the information oon- tained in this letter of if you need assistance in submitting your request for con- sideration of spreading the connection fees as an assessrient. Sincerely, ' Thanas A. Colbert, P.E. Director of Public t+brks TAC/jac enc. cc - Gene VanWerbelce, Director of Finanoe Lorna Olson, Utility Billing Clerk ~ Aam4s ~ake SeAool R147~Ajle - - - - - - - - - _ omrts L~e Sc . ~~xez~/e L~asfs ~ - - , - frDa ia-~a-~o - - sa.~ Sewer ~anlc • A.tsessed /9~'.3 -'~~86/. ~o - I • ' ~"essed A7 /977 - '~'~y9/ ~S t1 ,Zerlcoll !>ei1~J7f - !!/~~main w` Sewer 7~rkn/< "~/D• 7s _ /o - - _ 7D`ta/ - - S~D~m Swer~ ~tch.(c - /5.69 Acs = G~.~, S/SG - hes/den~4/ I-~ - • Dd'L ~ ~ _ /7.719. ~G - - - _ L~~iec+F L,7(lr- rQ~ ---5~rm Seuler ~ . sfeet - FF ' g9-" - 9~ 44f~B7` /~tcr=cs/Y~rnf~- - .~a7~ra.Ls' • ~/7, ~y 1,7 , st''ee~ o~D, 7/5. 18' 5G, a73 • f111 ~pS7s hase~ on t'es~en7,`t/ ra7`ec ../a .I„~~. e7`~~ , h''ya Goe rs' ~ _ , elerk - ~ - - ~ n ~ t° . jzcaoot Clo Q oN ~ ~ QD ~ 2 / ~ A A O ~ s 490.61 NB9°38*45°W og z - - - - _ - _ _ - - ~ ' !40MG5 LAKE w AF T m m \ m I/ ' es _ ' c a p N ~ IV s~rF W D i u C0. RD. NO 31 PILOT ICNOB FD• «D I r, ~ fAS~'MfNT V r!C/Ty atead DEEOSZ ~ ` ` F b °pC. ^`a o ao 903026 Ss•Sj.E = o o~ o ~O oe ~ .0 ~ • ~ ° e 4Q 'O\ i4Pi 9 A~ w O~ ~ . y^ o `V 0 'q~o Fb i QY p / 9 S .4a0, ~90 . i 1 voo~aa'ao f'- SOUTH LINE N.E.1/4SEC.28 I i ~ , i ' ia~~Zee c4`61+ = ~e~6°- - - - - - - - - - - - _ L - - - - - - - - - - - - - - , I -124T.92 - - ~ ! i 1349.04 A 589°38'a5"E - CITY OF EAGAN Remarks D-, ~ '~/:19/_? _ ~~Y/>o (~,~,f ~:''G 1 - -~/5~~.!lrc~ Addition ~{{9Rt]fC zA}•r 56F14gF, 71b1FSJ Lot I -Bik 7 Parcel 1(1 76000 M O Ol Owner SVeet-4,350Thomas Iake Road Stace F.aqan, MN 55122 • . . . ~ / 'f(4c Improvement . Date Amount Annual Vears Payment Receipt Da[e STREET SURF. STFEET RESTOR. GRADING SAN SEW TRUNK 1973 4769.00 238.45 20 SEWEii LATERAL WATERMAIN WATER LATERAL WATER AREA 197 4769.00 317.93 15. STORM SEW TRK STORM SEW LAT 1981 1891.39 189.13 10 CURB & GUTTER SIOEWALK STREET LIGHT 2700.00 12289 11-3-78 WATER CONN. BUILDINGPER. SAC = PARK r . /0 7~ovo D/D D/ BEa 0L0110UIST THOMAS HEOGES M+UR • CItY iGMIN15IFA'OR THOmnS EGAN AIYCE BOLKE MARK P4RqANiO CITY OF EAGAN Cli': CIEFN J9ME5 A SMIiH iHWpOAE WnCNtER 3766 PILOT KNOB ROAD couNCa MeMeeas EAGAN. MINNESOTA $'J122 PMONE d54-0100 FPbruary 5, 1981 DR JOHN O HANSON ASSISTIINT SUPIItiNPIIVDENT IIVDENPEDIDENT SCIIOOL DISTRIGT #196 14445 DIAIUfID PATH PIDSFTdOiJNP M 55068 - Re:1 Thomas Lalce Elementazyland Northview Elenentazy - Sewer and [dater Connection Perniit Fees - r'-- ~ Dear Dr. FIanson: 2 am in receipt of your letter dated Januaxy 15 whereby you indicated your wncurrence with paying $18,700 to the City of Eagan by March 1 to oover the City's financial obli- gation to MWCC for the SAC units and their respective pezmit fees generated by the mnnection of Northview Elesnentaxy School. In that letter, you requested that the City spread the ra1rtai_n;rig mnnection permit fees ($18,971 - Northview Elettientazy, $10,500 - Thomas Lake Elementary) over a 15-year.period at 8% interest. Your request was presented to the Council for foxr-al.consideration on Februaxy 3, 1981. After an explanation as to your conoerns, the Council agreed to spread the renaining msts as referenced in this letter as a special assessment aga.inst the respective property but with the stipulation that the assessments be spread over a 5-year period at 10% interest. The reason for this variation is due to a new City assessnnent palicy initiated in November 1980 whereby all new assessi?ient spreads are for a 5-year period at 10o interest. If you agree to this, I ask that you formally execute the attached waiver of hearing and special assess- ment spread request and return it to my attention. The City will then process this as a special assessment which will shaa up on your 1982 tax statenent. I am also fonwarding to you an assesscnent spread indicating your anticipateci per year cost per facility for your inforniation. If you need additional infomiatiari perta;n;r,a to oonsideration of these connection pexmit fees, please feel free to contact me. Sincerely, Z L/ rt, P.E. Director of Public Works TAC/jac enc. cc - Ann Goers, Assessment Clerk THE LONE OAK TREE TNE SVMBOL OF STRENGTH AND GROWTH IN OUR COMMUNITY. • ti WAIVII2 OF HEARIIVG REQUEST FOR UI'ILITY CWJEGTIONS We hereby xequest of the City Council, City of Eagan, Dakota County, Ptiiuzesota, utility irrproverrents on and over pmperty owned by rre/us as follows: SANTTARY & MTII2 SERVICE COINNDCPION The location of sai.d utility urproveqk-nts shall be generally as follcws: Northview Elenientary School (Parcel # 10 02300 010 53 we hereby wai.ve notice of any and all hearings necessaxy for the connection of said services and further consent to having the pexmit fees associated with this connection levied as an assessment by the City of Eagan. The final aosts have been computecl.at $18,971, which is the total responsibility of Northview Elementary School (Parcel # 10 02300 010 53). we f rat tand a2l agree that this wst wi71 be spread over a five y p~ in e st.on any Lmpaid balance. Rosenount Independent School District 196 ture) 14445 Diamond Path Rosemount. Minnesota 55068 (adclx'ess) Februarv 12, 1981 (dated) (For City use anly) APPRWID THE CITY OF ;2 / ?l8l Directnr of Public works Dated ' Ci erk Dated P A I D I N F U L L CONTROL ~ DATE RECEIPTNO. NUMBER ~ G, RECORD OF SPECIAL ASSESSMENTS 1.592 ~ t , CITY OF EAGAN CITY COPY PROJECT TOTAL ?NNUAL TOTAL pAVMENT I E%TRA NUMBER PRINCIPAL PRINCIPAI INTEREST qE0UCT10N INTEREST VEAR GAV,MENT I PAVMENT 2 PAVMENT 9 PAYMENT • P/~VMENT E ~ IfT YEAR ~ P ~ f , ~ PUR OSE OR WMICM SPECIA L ASSESSME'NT IS LEVIED . NAME AND •ODRESS OATE OUE NO FYEARS 455ESSMENT OATE a , (z) (3) (4) ? TI N F NTA P F T AMQUNT ' ~ ~ fsl LOT NO. BLOCN NO. PF EL NO. PROJECT NO. PLEASE PAV F. ABOVE AMOUNT l . • GVA minnesota deparfiment of health O 717 s.e. delaware st. minneapolis 55440 16121 296-5221 January 23, 1980 ~ 12 ! 1 ~ Dr. Harold Bergquist '.-4 9 i Independent School District #196 44445 Diamor.d Path Rosemount, Minnesota 55068 Dear Dr. Bergquist: Refe:ence is made to our conversation of Jar_uary 16, 1980, concerning my inspectiotis of the Echo Park Elementary School located in the City of Burnsville and the Thomas Lake Elementary School located in the City of Eagan, Dakota Couniy. As discussed, this Department was not notifie3 prior to the completion of work on these schools, nor were we notified prior to the ccmmencement of the focd service activities, including the receiving, preparation, and dispensing oF food, so that we could have scheduled the appropriate con- struction inspections. biy inspections of these schools indicated a number cf construction and operational activities which are as follows: Echo Park Elementary: - 1. All original or reusable containers must be properly labeled clearly indicating the contents. 2. Discontinue the practice cf everstcckar.g the walk-in Freezer. Ample space must be provided to a11ow for proper air circulation and to permit ease of accessibility to the feod products stored within. In addition, all items must be stored off the floor a minimum height of six inches on approved shelving or 3unr.age racks. ~ 3. All £ood service equipnent must comply with the National Sanitation Foundation Standards (NSF) ef construction. The walk-in refrigerator and walk-in freezer with epoxy painted concrete block walls do not comply with these standar3s. 4. Discontinue the practice of using absorbent toweling material to cover clean utensils and food service equipment. .an equal opportunity empioyer _O!nrom - pr, H@rold $ergquist jgnugry 23, 1980 Piseon#inue the pcgeti&e Pf s$9ri#?g fggd ut@1tgi15 i?? ~ardb9g?'d ~eo~tginers. Eiiminate the eross eonneetion at the spray flush deviee of the #hree eompgntment utgnsil cleansing sink by removing the existing gtmospherie vaeuum breaker deviee Land instglling aVcessure $ype ;r9eMIm breaker, apd by assuring that the flexible hose nozzle recoil.s gs terminates apoye the sp_ill gim of the sink eompartments, 9, Fr2vid€ @haFbd h*ashing 3avgtory in the dishwgshing room gs reguested . 3€! @kP I@tt@r datgd s@ptgmper 1i? 3990 (CoPy gnelosgd), 9. eR@vide 4 @everea w4ste r@@qpt4eig in th@ @mpipy€@g tQii@t r~om th@ }4it@1?@R ar@gr Provide a @aved bas@ tiie gt th@ flegr wal3 jungtur@s in th@ fPilQwing @P@@sr pj@gse Note; the p@sg t3i@ Al~JSt gpPT@S@9nd with the P1per mat@ripai us@d in these gre@sj g, Emgioyees toiiet rAOm, ~e tchen, Pi§hw@sh3ng room, d. W&ik=in refrigergtor " w@ik_in frpezer, iQ, ftmeye the @xisting iight defieetors €rom the iight Pixtyr@p in the §tpr@roam and provide protegtiyg iight tupe shieids pr enelosyr~s €pg the iight €ixtures in thi@ @r@@. Thomas LAke Elemerttan,yt i, Dis@entinue the praetige of overstoehing the iaRik_in fre@z@r, Amg3c~ €m@ muct l?@ AroYidgd to gliaw €or grop@r air eirgu3gtion gnd to p@rpit @ase of aeeessibility te thg €ood groduets stargd v;ithin, ir# gdditlOli, Ail items must be stored o€t' the floor g minimum hgight o€ sir- ingh@s Qn 9gproyed she3ying ar &nnage rgeks, Pp@v?d@ 4 iid for tne byih fieyr bin, Mls@d Pprtipng of ogened p4@h@ges pf food syst b@ stered ix tightiy @@y@n@d, set@pth, imperyieus, s@~miess, art$ @gsiiy @ieanab3e cant4inerg, (i,@, @hopol4t~ flgyo_red broyfrij@ mix, etg,) 4. Aii feod O@ryi@e eguipment must eompiy With th@ NPF standards of @@fl@tryqtipn, Y'he wglk_ix refrigergtqr ar+d Walic-in freeg@r with the @P@X,v paintod @onev@t@ Hie@4 waiis do aiot @eMPiy with th@§@ €tandardg. Dr. Harold Bergquist danuary 23, 1980 Page 3 ~ 5. Discontinue the practice of using absorbent toweling material' to cover clean utensils and food service equipment. 6. Eliminate th:; plumbing cross connection at the three compartment utensil cleansing sink by assuring that the flexible hose nozzle recoils or terminates above the spill rim of the sink compartments. 7. Discontinue the practice of storing clean dishes and utensils on open shelves less than 18 inches from the floor. 8. Provide a hand washing lavatory in the dishwashing room as required in our letter dated September 11, 1978 (copy enclosed). 9. P-ovide a covered waste receptacle in the employees toilet room off the kitchen area. 10. Provide a coved base tile at the floor wall junctures in the following areas. Please Note: the base tile must correspond with the floor material used in these areas: a. Employees toilet room. b. Kitchen. 0. Dishwashing room. d. Walk-in refrigerator and walk-in freezer. il. Remove the existing light deflectors fram the light fixtures in the storeroom and provide protective light tube shields or enclasures for the light fixtures in this area. We will expect these items to be corrected by March 1,- 1980. A reinspection will be conducted on or shortly after that date to determine if the aforementioned discrepancies are corrected. In addition, this Department has r.ot as yet, received plans and specifi- cations covering the Scott Highlands Middle School which is now under construction in the City of Apple Valley. Minnesota Statutes Section 157.03, requires complete plans and specifications covering any construction, remodeling, or alterations to be submitted for review and approval prior to any construction. These plans must be submitted as soon as possible so that we might review this project ~without causing any needless expense for construction modi£ications or delays to your construction or equipment installation schedules. If you have any questions concerning this matter, please-communicate with us at 296-5335. °tours very truly, ~ r~' James J!/~Vitkowski Public Health Sanitarian Environmental Field Services _ ~ , . SeptomLor, 21p 1978 _ . . . . ' \ . ' . J . . }fa" el-,reen-Abrahamson. Inc. ' Architocts G F:y-,gineera 2675 Uhniversity Avenue St. Paul$ 'innecota 55114 i7car Gentleren: TiePerence is rade to our previous corresponclence of Au.a.ust 199 1978p covering the plan reviex £or the proposed l:apan ):Ie:=cntary ;choolo £agan, !":inrtesota and -_~urnsville i:lementary cho~n~°y°ur. ~ c~~ ::inr.esotay Lakota ~ County. In a.dit_en ro the yrevicus~~~y requested inforraation on the txo proposed r.eu facilitiec an ers:ployoe handwashiLp, sink must be provided aithin ~ the dishxashing roon. ti1e hopa- to receive the additioaal requested 3nforniation refrarcling thec+e projects in ik:e vcry nsar fvture. ` If you have uny auestions concernin;; this matterg please conaminicate ~ with us at 612/296-5341. • , Yours very truly, FY,ederick t4itchell • Soction Chief , Hotelsg °.osorts and Restauranta :SPc?tcali cct .Tlrr kit}'ouaki - ~ - . Za Dan " Dolan ! Realtors • i Specialists in Fine Homes i I i I fl ~O August 14, 1979 I 19i9 n~ ~ E Z.. i Mr. Thomas Colbert, City Engineer ~ City of Eagan ' i 3795 Pilot Knob Road ~ Eagan, Minnesota 55122 ; ~ Dear Tom: ~ ~ I have been in contact with Bob Rosene concerning an assess- ~ ment credit against the donation of land dedicated to the ~ Thomas Lake ad construction. As you no doubt are aware, omas e Road cut off the corner of a 40 acre parcel I 4 serve as general partner for. The road itself consists of substantial acreage, but in addition the old farm buildings consisting of two acres are separated from the balance of the land. I feel this to be an extreme detriment to the eventual sale of the property when it is made. ~ - ~ Obviously, we did-not petition the City to place the road ~where it is located and it is not surprising that its loca- ' ~ tion lends nothing to the attraotiveness of the remaining y parcel and therefore i request ~nd expect a substantial ~ assessment credit in our dedica4ion of this land. We surely ~ did not hold the project up, but expect to be treated fairly. f k Call me for additional details or a meeting when.arranged. i Yours very truly, , EAGAN 40 LIMITED PARTNERSHIP ~ da'~ ~Z. 'f'pxz"-~ Daniel F. Dolan ' Its General Partner DFD:m / ce: Tom Hedges ? i . .l i i ~ j 313 Sitywoy f31dg., St. Poul, MN 55101 (612) 227-7777 I INDEPENDENT SCHOOL DISTRICT 196 ¦OR. HAROLD BERGOUIST 14445 DIAMOND PATH ASSISTANT SUPERINTENDENT ROSEMOUNT, MINNESOTA 55068 612-423-4441 August 2, 1979 Mr. Tom Colbert 3795 Pilot Knob Road Eagan, MN 55122 Dear Mr. Colbert: I would like for you and Mr. Tom Hedges to attend a meeting at 10:15 on August 8, 1979, in my office. The purpose of this meeting concerns getting an Occupancy Certificate for Thomas Lake Elementary School. Please call my office to confirm this meeting. Thank you. Sincerely yours, ~ /r/ Harold Bergquist Assistant Superintendent HB:hne cc: Mr. T. Hedges, Eagan Mr. W. Chamberlain, HGA Mr. J. LeVasseur, Principal INDEPENDENT SCHOOL DISTRICT 196 ¦OR. HAROID BERGOUIST 14445 DIAMOND PATH ASSISTANT SUPERINTENDENT ROSEMOUNT, MINNESOTA 55066 " 612-423-4441 July 27, 1979 Mr. Tom Colbert City Engineer 3795 Pilot Knob Road Eagan, MN 55122 ~ Dear Mr. Colbert: As you know, we are nearing completion of our Thomas Lake Elementary School. It is essential that we place elementary school students and staff inembers in the building on or about August 20, 1979. It is very probable that the building will not be totally completed on that date. We will, however, need a Certificate of Occupancy from the City of Eagan. I am hopeful that we will be able to meet with you and representatives of your inspection staff. We want to identify those "absolutely essential" items which will be necessary for us to gain a temporary Certificate of Occupancy. In other words, we want very much not to have any "surprises" during those final crucial days of our preparation for opening of the school. Please be assured that our District and the Adolfson and Peterson Construction Company will be as cooperative as possible in meeting all reasonable requirements. We want to work with the City of Eagan and its personnel with as great a degree of harmony as possible. I sincerely hope that this letter will be properly interpreted. We have every desire to continue the harmonious working relationships which we have experienced in completion of the Thomas Lake Elementary School project. In spite of unbelievably adverse weather conditions and other problems, we have made a great deal of prog- ress. I am confident we can finish the job in such a way that our citizenry is given as much service as possible. I will call during the week of July 30 to attempt to set up a meeting at which time we might resolve any issues which can 6e foreseen. Sincerely yours, 9 Dr. Harold Be gquist cc JUl ~~%~l Assistant Superintendent - dly)9 - HB:hne cc: Dr. L. Droegemueller Mayor L. Murphy Mr. T. Hedges MEMO TO: CITY ADMINISTRATOR HEDGES FROM: PARK DIRECTOR SCAMIDT DATE: APRIL 11, 1979 SUBJECT: TEMPORARY CONSTRUCTION ACCESS FOR LAKE • E EFL ~NTARY SCH I received a copy of the letter from Adolphson and Peterson regarding construction trucks making use of Evergreen Park as a temporary access route to the new school. In this letter the contractor does agree to the conditions as set forth by you to them in your letter of March 22, 1979. However, in their letter, they call attention to a new set of ru£s which they state is being made by Parrott Construction Company through the ballfield. This alternate route through the ballfield area was first created by the Public Works Department in relation to some work they were doing on the pond and is probably being used by Parrott at this time but has also been used by the school construction workers. We have observed concrete trucks, for example, using this route when the pathway on the north side of the park was too wet.for them to utilize and I wanted to make you aware of that fact at this time. zf GENERAL CONTRACTORS / COMMERCIAL AND INDUSTRIAL ~ ~ ~ • 6 > il 9, 1979 . . y~. SINCE 1966 ~ Ap,- ~ ^ C,Q Mr. Thomas L. Hedges, City Admin. City of Eagan M /~o 3795 Pilot Knob Road Eagan, Minnesota 55122 , I t` ~ Dear Mr. Hedges: Re: omas [,ake Element ra Temporary Access In response to your letter of March 22, 1979, we will whole heartedly comply with the conditions you request. Circumstances beyond our control have delayed the job approximately three months and forced us to do work that should have been completed months ago. We are now trying to make up some time so that hopefully the school will be completed on time. We contacted Mrs. Patrick McDonnell by phone and she requested this letter of compliance by Adolfson $ Peterson. The three items that you request we will definitely do. We appreciate your cooperation and will cooperate to the best of our ability. lIowever, I would like to call your attention to a new set of ruts that is being made by Parrot Construction through the Ball Field. Our superintendent warned them about cutting through the field, but I under- stand they are using the new trail today. All our equipment is using the tracks we made on the north end of the field. Sincerely yours, ADOLFSON $ PETERSON, INC. Kenneth B. Skrivseth KBS:hm cc: Dr. Harold Berquist, Supt.of Schools, Dist. #196 Mrs. Patrick McDonnell, 4355 Lodgepole Drive Tam Colbert, Dir. of Public Works Barbara Schmidt, Dir. Parks f, Recreation Norman Berg, 4365 Lodgepole Court Pete Jepsen, A$ P Supt. 6701 WEST 23rd STREET . MINNEAPOLIS, MINN. 55426 • TELEPHONE 544-1561 LEO "URPMY THOMA9 NEOGEs MAY011 . CITV ADMINIfTRATON THOMA9 E6AN ALYGE 60LKE GITY MARK PARRANTO . . - , Cl[RK ~ JAME9 A. SMITM TMEODORE WACHTEN CfTYOF EA6,AKIyEo . COl1NCIL MEMBEFS - - r ; .37G6 PILOT KN1 ~ORR~AD 9 A t~~~ " . ~ EAGAN. MINNESOTA ~ 9 ^ asiz?kDCLFSON F,c PETERSON ~PNOHE 4544"NEAFOLIS,NINN. . March 22, 1979 Adolphson & Peterson 6701 Tdest 23rd Street Minneapolis, MN Re: Thomas Lake Elementary School Temporary Access Across City Park Land Dear Sirs: It was brought to.my attention that the contractor, Adolphson & Peterson, responsible for the construction of the new Thomas Lake Elementary School, is using a portion of the park land located in the Evergreen Park Addition and more specifically, the active park land located north of the High Line, west of Sequoia Drive and s~uth and west of Lodgepole Drive for access to the construction.site. Realizing the present condition of proposed Thomas Lake Road makes it unpassable, the City of Eagan is in agreement that your company can utilize a portion of the park as described as a temporary access to the proposed Thomas Lake Elementary . School, which is presently under construction. The City wQUld like assurance, in writing, that you would guarantee and/or comply with the following conditions: 1. That all access to Thomas Lake Elementary School by the contractor and subcontractors will be on Thomas Lake Road as soon as said road is deemed passable by the Public Works Director and/or consulting engineering firm of Bonestroo, Rosene, Anderlik & Associates. 2. The park land as described will be repaired to its natural condition per coordination and acceptance of the Director of Parks and Recreation, Barbara Schmidt. 3. While the temporary access is in effect, all vehicies of construction workers will be parked on only one side of Lodgepole Drive to allow better traffic flow on said street. - THE LONE OAK TREE THE SYMBOL OF STRENGTH AND GROWTHIN OUR COMMUNIT.Y. March 22, 1979 Page Two 4. A representative of your company will contact Mrs. Patrick McDonnell (Bev McDonnell) who resides at 4355 Lodgepole Drive, and review your plans for crossing the park as well as hours of construction and etc. Mrs. McDonnell operates a day-care center and for safety reasons we would like some coordination of the access expressed to her directly by your representatives. The City, like School District 196, is most anxious to complete Thomas Lake Elementary School and therefore is amenable to the short-term hardship that this temporary access will cause ! on the local neighborhood. Your cooperation in lessening any ~ hardship impact is greatly appreciated. , If-you have any questions relating to this matter please contact Barbara Schmidt, the City's Park and Recreation Director; Tom Colbert, Director of Public Works or myself at any time. Sincerely, Z4 Thomas L. Hedges~ City Administrator skk cc: Dr. Harold Berquist, Superintendent of Schools, Dist, #196 Bev McDonnell, 4355 Lodgepole Drive Tom Colbert, Director of Public Works Barb Schmidt, Director of Parks and Recreation Norm Berg, 4365 Lodgepole Court. Regarding your request to issue a certificate of occupancy for an early opening to Thomas Lake Elementary School. Normally, the City of Eagan can only issue a certificate of occupancy for a public facility when the following items are found acceptable to the final inspection process: (list the items) Realizing the inconvenience and hardship to Independent School District 196 if Thomas Lake School is not opened as scheduled, the City of Eagan is willing to allow the School District to open the school on the condition that Independent School District 196 assume all responsi- bility and liability for the above items that are, to date, not completed or in order for final inspection. Once all the above items are complied with, a final occupancy will be issued by the City of Eagan relieving the school district of those liabilities. kkat fk^-. 1+r fh Planninq- n - - , r - - was LEO MUFPNV TMOMAS MEOGE9 MAYOR CRY AGMINIST0.ATOR . ALYCE BOLRE TXOMA9 EGAN ClTy C"pK MARN PARRANTO JAMES A. $MITM CITY OF EAGAN. TNEODORE WACNTER , COUMCIL MCMBERB 3704 PILOT KNOB ROAD EAGAN. MINNESOTA 95I22 - ' . . ' •?MONE 454-111100 " . ~ . J ~-6^11 March 22, 1979 Adolphson & Peterson 6701 West 23rd Street Minnea o5.,. M.LIT e: Thomas Lake Elementarv Sc cce~s'Across City Park Land Dear Sirs: It was brought to my attention that the contractor, Adolphson & Peterson; responsible for the construction of the new Thomas Lake Elementary School, is using a portion of the park land located in the Evergreen Park Addition and more specifically, the active park land located north of the High Line, west of Sequoia Drive and south and west of Lodgepole Drive for access to the construction site. Realizing the present condition of proposed Thomas Lake Road makes it unpassable, the City of Eagan is in agreement that your company can utilize a portion of the park as described as a temporary access to. the proposed Thomas Lake Elementary School, which is presently under construction. The City wQUld like assurance, in writing, that you would guarantee and/or comply with the following conditions: 1. That all access to Thomas Lake Elementary School by the contractor and subcontractors will be on Thomas Lake Road as soon as said road is deemed passable by the Public Works Director and/or consulting engineering firm of Bonestroo, Rosene, Anderlik & Associates. 2. The park land as described will be repaired to its natural ~ condition per coordination and acceptance of the Director of Parks and Recreation, Barbara Schmidt. 3. While the temporary access is in effect, all vehicles of construction workers will be parked on only one side of Lodgepole Drive to allow better traffic flow on said street. + ~ THE LONE OAK TREE THE SYMBOL OF 3TRENGTN AND GROWTM IN OUR COMMUNITY. i i March 22, 1979 - - Page Two 4. A representative of your company will contact Mrs. Patrick McDonnell (Bev McDonnell) who resides at 4355 Lodgepole Drive, and review your plans for crossing the park as well as hours of construction and etc. Mrs. McDonnell operates a day-care center and for safety reasons we would like some coordination of the access expressed to her directly by your representatives. The City, like School District 196, is most anxious to complete Thomas Lake Elementary School and therefore is amenable to , the short-term hardship that this temporary access will cause on the local neighborhood. Your cooperation in lessening any hardship impact is greatly appreciated. If you have any questions relating to this matter please contact Barbara Schmidt, the City's Park and Recreation Director; Tom Colbert, Director of Public Works or myself at any time. Sincerely, Thomas L. Hedges City Administrator skk cc: Dr. Harold Berquist, Superintendent of Schools, Dist. #196 Bev McIionnell, 4355 Lodgepole Drive Tom Colbert, Director of Public Works Barb Schmidt, Director of Parks and Recreation Norm Berg, 4365 Lodgepble Court ~ `r- c _ /av)a o~ ~ exre,,w7 ~d:? 10 (~i ( a Y rvt ~ ys -ee vr.t % o~an~~,+.TCp1u,,.~,n~ ~ ! SD 10. C l"b r~ YA V t~ CO h. t~ , C$ v,~J '~}~U p„" / / C~!/~CYPh - t~Vl"_ ~^C(iMg- ~T.C Pafar~~~P ~ A C C f f'S C r ~'Cix~ a , ~ - - / - - • -~.Z fi'4pfa - - 9e~ 9Da. . • J $D -SaiJ . $ewer ~ ~ ; - - - • ,1 - - n - - .Seu/cr - _ licn/c /O•7s _ /D --7Df[t,/ - 17, D ~ /5•69_Acs_ GP3 S~SG " ~ - - ---l e4 ._I_aArra,1 -.5~rm ..Se~er J - - - ~~J s~--~ Iss ~ - ' - - . . - - sfee7~._-=-~es/den~cz~-~9zc/Ya~enf .=---~,1.~•°~ FF - - Af. - - - - - - - - --1~7`~ ~ls' 17, 17,rer. ~ r ' - k - _ ~ ~`9 - - - - - - - All ~~fs hcise~ oh i'e57 ~ent4,~ - - - - - - ~h e rs - - - - - - kTe.ssiner~7~"~/e~/~ _ - _ } ' 4~-'~~~ - . • . '~~0/ I O • - • I I ` 707.20 , I I I ~Q • i ~ I )OO~ 7\ \ I I o f n r I I~ ~ co ~ . iilla N- I L 0 T o I ~m ~ . z I m m m Z ~ record z I ~ L C K 1 F ~ W ~o - ti/ I ~ 1 ; a ! y N I~ m 10 I ~ I M O Q m ~ G9 Aes U, I ~ o 6~, a, I ~ zl~ 02 N 2 I I / W 837100 ti ~ I 12 'OI I l.iiot"g p y Lo~ 3g•oi". ~/W W ~ ~ >98.8~ . \7 - 333.96 IA93~__ I ' ~l I Q S 3^!g 34 p, i m e,a t ~ , 4a ~ 't3a 4+F I .90 ?ao ~d9 w I :)CATION MAP o. SEC. 28, TWP. 27, RGE. 23 C0. RD NO. 30 0l \ No N ~ ~i W~ n'o I N.E. I/4 m O'~ ~ o N.W. 1/4 ~z° . \ po ~ ~ ~ AO 59, m e ~a J ~ .~D~ s.w 1/4 a sE. iia d ~ lp9 O 1- O a ~ v3~0 \ ~rO Jas q p u w . 1 ~ CQ q0. !q. 32 CLIFF R0. . ' J~~e,~ Y^ _ \ ~ WWFMCRVYtMJw~~ nEOGCn MAVON CITY ~OMINfi~nion ?LYC! BOLKH THOMAS EGAN ' CITY CLEAN MARK PAFRAMTO JAMES 4. SMITN CITY OF EAGAN TMfO00RE WAC`rTER _ COVNCI~ MEMBEF9 - 3795 PILOT KN09 ROAD EAGAN. MINNESOTA 36132 PMONE 454-e100 ' MEMO T0: DR. BERGQUIST . FROlt: DALE S. PETERSON, BIIILDING INSPECTOR DATE: OCTOBER 25, 1978 RE: THOMAS LAKE SCHOOL PERMITS PER COUNCIL ACTION SEPTEMBER 19, 1978 REGULAR LESS DISCOUNT Sewer 10.00 .50% 5.00 Surcharge .50 Water 10.00 .50% 5.00 Surcharge .50 Building Permits 3,015.00 .SO% 1,507.50 Surcharge 1,000.00 Plan Check 1,507.50 .SOY 753.75 Road Unit 12 acres @$225.00 per acre 2,700.00 Sewer Availability (Eagan) 42 @ $100.00 4,200.00 Sewer Availabili[y (MWWC) 42 @ $400.00 16,800.00 ; Mechanical & Plumbing 850:00 .SOZ 425.00 ~ Surcharge .50 i $27,397.75 If you would also like a bi11, please contact our office. DSP:tlp cc: Tom Hedges, City Administrator Tom Colbert, City F.ngineer Bill Branch, Public Works Superintendent THE LONE OAK TREE TME SYMBOL OF STRENGTii AND GROWTM IN OUR COMMUNfTY. . y .£.,iT's - . , . . c:'.,. . j . . . . J i /i j ~ . ' TlJr~a nEO~ca CIT ~OYIMiTI~'JA ALYCE BOINE nOMAS EGAM - " - ' CIT tL[wa MARR PARR11NT0 ' ,•-ES , ,M~T" CITY OF EAGAN TNEOOOFlE WACMTER COUNCIL MLMO[I~ 3793 PILOT NNOB MOAO ' EAGAN.MINNESOTA ' 96122 ' PMONC l9A-a100 ~w2!' ME?IO T0: DR. BERGQUIST FROM: DALE S. PETERSON, BUILDIYG INSPECTOR DATE: OCTOBER 25; 1978 RE: THOMAS LAKE SCHOOL PERMITS PER COUNCIL ACTION SEPTEhIBER 19, 1978 , REGULAR LESS DISCOIINT Sewer 10.00 .SOX 5.00 Surcharge .50 . water • 10.00 .SOX 5.00 Surcharge .50 Building Permits 3,015.00 .50$ 1,507.50 Surcharge 1,000.00 Plan Check 1,507.50 .SOX 753.75 Road Unit 12 acres @$225.00 per acre 2,700.00 Sewer Availability (Eagan) 42 @ $100.00 4,200.00 Sewer Availability (MWWC) 42 @ $400.00 16,800.00 Mechanical 6 Plumbing 850.00 .SO% 425.00 Surcharge .50 $27,397.75 If you would also like a bill, please contact our office. DSP:tlp cc: Tom Hedges, City Administrator Tam Coltiert, City F.ngineer Bill Branch, Public Works Superintendent TNE LONE OAK TREE THE SYMBOL OF STRENGTM AND GROWTM IN OUR COMMUNITY. dAMf: Rosemount Independent School Dlstr(ct Pb. 7.~-~-,---~, •~o & ~ c/o McMenomy 6 Sheldon lGen Rose Cen[er Rosemount, Hlnnesota 55068 CITY OF EA;AA1 ~ FEE l~A3~df PERMIT pPPLICATION DATE PAID ~z TELE. N0.423-_ (Submit in Triplicate) RECEIPT NO.i STATE OF AtINNESOTA) COUNTY OF DAKOTA ) SS• I/WE, the undersigned, being first duly sworn, hereby make the foilowing application to the City Council and Planninv Comnission of the City of Eagan, Rakota County, b4innesota: I. Application ia hereby made for: (Check appropriate item(e) Trailer ursx}ez !?rdinance No. 2 X Building Permit ander Ordinance No. 3 fiennel Pemit under Ordinance No. 5 i~ Bezoning under Ordinance No. 52 Conditional Use permit under Ordinance No. 52 Excavating Permit under Ordinanee No. 8 Plat Approval under Ordinance No. 10 Waiver of Platting Other (describe) 2. Applicants have the respons3biliEy of ehecking all applicable ordinancea pertaining ta their application and complying with all ordinance require- ments. 3. Legal deacription of land to be affected tiy application including_Ac+eage.. or equare footage of land involved, aed street address, if any: See ExhlbTt A hereto attached - land is prasently befng survnyad and awre speciflc descriptSon wili be provided when survey information . 4. Proposed avmie ofT plat: 5. The present zoning of the above described property is: re8idenL(a) { 6. Zoning classifiaation desired: fnstttutlonal , 7. The name and address of the resent o,~e .the b ve described 1 d, Blackhawk Park, inc.. c/o Dunn ~ Curry, wyy~ 1~~ing ~r~ve. Mlnneapol ts~ta, 55435 8. Estimated eost of iwprovemen[s to be made within one year aPter iasuance of permit applied for, if granted, is $ 2r40U,000.00 The natvre of the improvement is: construetTon o e ementary schoo) bullding. 9. If proposed improvements consist of huildings or atruCturea, specify in detail: Dfinensions: iJumber of storiea: Type of eonatruction: Detailed plans and spaciftcatlons aPe - Oceupancy or type 6f businesa: presantly being prepared. 10. All real estata [axes on the above described nrop erty have heen paid through the year ftrsi ~x one-half - f97S - none del(nquen; 11. The method of financing the above imnrovements will be: cesh _ 12. Persons, firma, corporations, or other than applicant and present owner who may or will be interested in the above descrihed.14nd or nroposed improvements within one year after isauance of permit applied for, 3f granted are: Rosemount tndnpendent School Aistrlct No. 146 - pucchasar frwn Bi'ackhawk Park, Inc, 13. Attached to this Application atd made a part hereof are: Plat Plans and Plot Plan ~ecifieations Photographa Sketeh of improvement layout Other, (Describe); Dated: Au9ust 1. 1978 ROSENOUNT It1DEPENAERT SCHdOI DISTRfCT N0. 10' Subacribed and aworn Co before me By~~„~~ l3 ~ thia lstday . Applieant) enamry DIANE K. PINKET It$ ACLorney R TARY PUBLIC - MINNESOTp . '9 Fxpires $ept. 23. 1980 No a Pr~.. kd~m. rvreearoTY ' . . v Approved ~ Disapnroved: Planning Coramisaion DATH 17'Approved Diaapprvved: City Couneil Appraved Dieapproved: City Couxacil Approved Disapproved: Board of Appeals . --R- MIN[7TE5 OF A SPECIAL COUNCIL MEETING OF THE EAGAN CITY COUNCIL EAGAN, MINNESOTA ' AUGUST 23, 1978 A special meetinq of the Eagan City Council was held on August 23,, 1978 at 7:00 p.m. at the City Hall pursuant to notice. Those present were Mayor Murphy and Council Members Wachter, Smith, Egan and Parranto. Also present wasCity Administrator Hedges. REZONING ELEMENTARY SCHOOL SITE. Mr. Lee Droegenmueller, Superintendent of Schools for Independent School District 196 appeared regarding the application of said school district to rezone 15 acres of property on proposed Thomas Lake Road in Section 28 from Planned Development District to Puhlic Facility District. He stated that the proposed school facility will accomodate a maximum of 800 students with a cost of $2.25 million. City Administrator Hedges stated that the Planning Commission held a public hearing on August 22, 1978 and is recommending that the rezoning application be approved. After review, Smith moved and Parranto seconded the motion to accept the recoimnenda- tion of the Planning Commission to recommend the rezoning of'15 acres from Planned Development to Public Facility in Section 28 with the understanding that the 15 acre parcel will be platted at the time the developer of the surrounding area of Blackhawk Park PD plats that property. All members voted in favor. 1979 PROPOSED BUDGET. The City Administrator presented the 1979 proposed budget, including all departments and operations of the General Fund. A discussion was held concerning budget procedure and practices. Various departmental budgets weze reviewed with no action taken and a future budget meeting was set for August 30, 1978. Page 9 September 19, 1978 _ PARK IMPROVEMENT CONTRACT OF 1977. Change order #2 was aubmitied by Citp Clerk Bolke with Richard Knutson Company covering the 1977 Paxk Improvement project in the sum of $525. Smith moved and Parranto seconded the motion, all members voted yea to approve the change order. YANKEE SQUARE SHOPPING CENTER PYLON SIGNS. City Administrator Hedges stated that the developers of the Yankee Square Shopping Center have indicated that the pylon sigas for the Standard Station and Mid-America Bank cannot be on one pylon eign because of Standaxd Dil regulations. It was proposed that the existing Yankee Square Shopping Center sign be moved [desterly to comply with the 300 foot spacing requirement. Smith moved and Parranto secondedtYue motion, all members ooted yes to acknowledge the moving of tlie sign to,provide for a'300 foot spacing from the amoco sign with the understanding that Mid-America Bank will not require a pylon aign. THOMAS LAKE SCHOOL PERMIT FEES. Mr. Hedges reniewed the permit fees for ~ Thomas Lake School, District (1196, and indicated that the mandntory feea would be $16,400 with Eagan's permit fees of $11,352. Smith moved and Parrar_LO secoaded the motion, all members vated yes to charge the mandatory fees and that the sewer availibility and road charge be required by Yhe City plus one-half of the nozmal mnaaatory building permit fees. PEDERAL DZSASTSR ASSISTANCE F[1N[)S. The C3ty Council acknowledges a check in the sum of $2,357 was xeceived from lTakota Coanty for Federal Disaster Aasistance Adminis[ration funds for civil defense purposes. RICFIF'IELD ARBITRATION CASE. The City Administrator reviewed a request for contribution from the City of Eagan for funds toward the cost af an appeal of an arbitration case by the City of Richfield which appeal is being made to municipali- ties throughout the Twin Cities area. The City Administrator was requested to ~ acquire more information for submission of the Council. Page 5 September 19, 1978 ~ Finnegan and Winkel yardswith the property owners and builder w3thouC any court Y action. 3. That the catch basin locations and elevations be reviewed to see if anything should be or could be done to improve the intake capability of each. 4. That an observation of the area be made for the nexC few ye8rs to see if any major problems reoccur. If sufficient problems are encountered, a storm setaer relief line may have to be constructed at a major cost which would logically he assessed over the entlYe drainage area. E.L. MS]RPF1Y TEMPORARY TRAILER PERMIT. The appl3cation of E. L. Murphy Company for temporary trailer permit during office building addition construction was next considered. Smitfi maved and Parranto seconded the motion, all members voted yea to approve the applicaCion. THOMAS LAKE ROAD PROJECT #237. City Attoruey Paul Hauge seviewed3with the ~ Council the progress of the negotiations relating to acquisition of easements of the proposed Thomas Lake Road between County Road 30 and Cliff Road. Mr. Grant Merritt, the aitomey for Mr. and Mrs. James Barker, was present as was Byron Watschke of Fortune Realty. It was noted that all of the easements have been acquired or cammitted with the exception of the Barkers, the Sherers, and the Richard Smiths. There was diacussion concerning the possibility of moving the rlght of way westerly 30 feet so that the 80 foot right of way would be on the Fortune Realty Company commercial property and off of the single familq agricul- turally zoned parcels. Mr. Watschke agreed with the proposal with certain conditions including reduction in densitp requirements, that the proposed site no. 1 for the water reservoir in Safari Estates be abandoned and the Seig site he selected fos the water xeservoir and that they be assessed for only one side of the road. Mr. Merritt presented the case for the Barkers indicating that thep objected to the right of way on the 30 foot parcel owned by the Barkers for Page b September 19, 1978 environmental and economic reasons artd also objected to any potential road sssess- } ments for Thomas Lake Road and there was also discusaion concerning the impact of the Blackhawk Park EIS en Thomas Lake Road. In addition, the Council considered the bids acquired on August 31, 1978, with the low bidder being McNamara-VivanC Constructian Company in the sum of $313,120, the CiCy Engineer recommended approval of the low bid. 5mith moved and Egan seconded the motion to award the contract for the Thomas Lake Road Project 0237 to McNamara-Vivant Construction Company for reasona including the lateness of the fall season, the potentially greater cost in rebidding the contract in late 1978 or 1979, the commitment to School Diatrict fl196 for construction access to the elementary school, the urgent need to install water main to the school which would utilize the road right of way grading for Thomas Lake Road, the fact that the City has committed itself to the location of Thomas Lake Road since 1965, the impending development in the area including the impact of the aoo south of the site, the potentially excessive cost of an additionaZ $65,000 for the alternate Seig reservoir site, that the saaitary sewer trunk is located in the proposed road right of vay and the preceden' setting impact of revising the right of way at the request of one owner. Those 3n favor were: all membera. Parranto then moved and Egan seconded the taotion, all members voting in favor, to suthorize the staff and consultants to proceed with the acquisition of necessary road right of way for Thomas Lake Road inc2uding condemnation if necessary. WESCOTf ROAD IA'BROVIIMENT PROJECT lt225. The City Administrator then submitted the bids for the Wescott Road Street improvements which had been received on September 1, 1978. The apparent low bidder was McNamara-Vivant Conatruction Company in the sum of $257,250.25. The City rngineer recommended approval. It ' been was noted that several easements kave not/acquired that are necessary for Wescott Road improvements. Further it was noted that approximately .28 acres 74P1978 twm c~ttir testinqD STPAUL MN 5511< PMONE 6t2i6a5]60 1 REPORT oF: EXCAUATION OBSERVATION ROSEt40UNT ELEMENTARY SCH OL rROJecT: EAGAN, MINNESOTA owre: October 5, 1REPORTED ro: Ames Construction Inc FURNISHED er: P 0 Box 1137 1) Hamnel Green Abrahamson Inc Burnsville, MN 55378 COPIES ro: pttn: James Goulet 1) Adolfson & Peterson LABORATORY No. 9-1363 1 Indep. Sc oo Dist. Attn: Donald Flarkentin 1) Johnston-Sahlman Inc INTRODUCTION This report concerns the recent excavation observations and compaction testing we performed of the soil conditions at the Rosemount Elementary School in Eagan. The project foreman with your firm authorized us to judge if the soils exposed throughout the excavation were suitable for fill placement and to perform random compaction tests. CONCLUSIONS Based on the results of our hand-auger borings, it is our opinion all unsuitable soils were excavated from within Unit A, thus exposing soil deemed suitable for footing placement. In addition, the results of our compaction tests performed to date, indicate the fill materials have been compacted to within project specifications at the locations and elevations of the tests. As indicated on our attached test results, the fill sequence has been tested to ele- vation 913.51. RECOMMENDATIONS We recommend that additiona] compaction testing be performed following the placement of the remainder of the fill sequence within Unit A. As of the present date, we observed the soils within Unit B have been subcut to approximate finished floor elevation. Additional excavation observations should be performed following the trench excavation for the perimeter footings for Unit B, as well as within the trench excavations for the footings comprising the western portion of Unit A, to judge if the natur- al soils in these areas will provide adequate support for the 4000 psf design unit loadings. BACKGROUND INFORMATION We understand the proposed school will be a single-story, slab-on-grade structure. Unit A will be a 306' x 148' building, and Unit B, which will be attached to the west side of Unit A. Unit B will be approximately 130' x 120' in plan dimension. Finished floor of the school will be at elevation 916'. The structure is designed to be supported by perimeter strip footings placed at minimum frost depth, resting on soil having an allowable bearing capacity of 4000 ps The results of a preliminary soil exploration conducted at the site by Sail Exploration Compan. were available for our use during our site visits. ?he report was forwarded to Independent School District 196 on June 20, 1978, under Laboratory W120-3247. The report indicated the site to be quite rolling, with surface elevations at the borings varying from about 20'. 7he report further indicated the predominant soil unit is a layer of glacial till consisting of A! A MUTUAL r11GT[CTIOH TO CLI[MTL TX[ PUlLIC NHO OYRt[LVCS, ALl RCrORTS AR[ SYONITT[O AS TMf CONIID[NTIAL lIIOrCRTY 01 CLI[NTM. hN0 GYTXOR. ISATION FOR PUlLIGTION Ok iTATCM[Nl{. CDMCIUSION! 011 [%TIIACli IIIOM OR 11[GARCING OUII 11[rO11Ti 1n RCS[qVED RMOIN6 OY11 WMM[N ArrROVAL. Q twin atti+ testinq sno anqineennq iaooratory, inc. 6LzCAOmwEU AvFNuf P?ONf 6V6<536G~ , GMI ST PAUL MN SSita REPORT oF: EXCAVATION OBSERVATION oATE: October 5, 1978 LABORATORY Na. 9-1363 PAGE: 2 BACKGROUND INFORMATION - Cont. interbedded layers of silty sand and ciayey sand, with occasional layers of silty clay. Within portions of the building area, the till is overlain by surficial topsoil and alluvial soils. OBSERVATION METHODS AND RESULTS Between September 14 and 25, we performed periodic observations of the soils exposed through- out the excavation for Unit A. The exposed soils were visually classified in accordance with the Unified Soil Classification System, and estimates were made of their strength properties. A series of shallow hand-auger borings were also put down to further ascertain the localized subsurface soil conditions. During our site visit, we observed that all topsoil and soft,soils were excavated from both building and oversize areas. The soils exposed within the excavation consisted primarily of the clayey sand till, which varied from medium to stiff in consistency. The depth of excavation below floor elevation was the greatest within the northwestern portion of Unit A where a deposit of soft alluvial soils extended dia9onally through the building. The compe- tent soils in this area were encountered approximately at elevation 897'. The depth of exca- vation decreased toward the northwestern corner of the building, where the competent natural soii was exposed at elevation 910'. At the northeast corner, the competent till was exposed at elevation 900'. The competent natural soil rose to near footing elevation near the center of the building, but then sloped downward to elevation 905' at a point 130' north of the south- east corner. At the southeast corner, approximately 6' of soil will have to be removed in order to attain finished floor elevation. In the area of Unit B, up to 15' of excavation was required to attain floor elevation. The soil exposed consisted of silty and clayey sand till. According to offset building stakes provided in the field by the contractor, the excavation was extended beyond all building lines a sufficient amount so as to provide for a 1:1 oversize for the fill to be placed beneath the perimeter footings. During placement of the compacted fill sequence, we performed a series of compaction tests upon the request of the contractor. The tests were evaluated according to the Moisture- Density Relation of Soil as designated by ASTM:D698-70 (5tandard Proctor). The attached test results indicate these fill materials were compacted to within project specifications at the test locations and elevations. It should be noted that in those areas where the initial test did not comply with project specifications, the fill material was allowed to dry and was sutrseqaently recompacted and retested. A MIITUAL rpOTERION TO CLIlHTY. lXE VUGLI[ ANC DURSFLV[!. ALL REPORTf i.RE YY9MITT[E A9 TME CONiIORNTIAL rROrLRTY Of CLIlNT6. AND AYTHORISATION fOR PUCLIUTION OF 6TEi[M[NT6. CONCWf10N0 OR LkTR1CT6 iROM OR HEWRpING OUp pfWRTB LL RESEPV[O P[NOMG OUR WPITTEN pPPqOVAL. twin citti+ testinq srw enameer~na WOaetoru, Inc. 66? CROM W[ l l Avl rv.ll pwo ST PAUI MN SSlla ~i PriOrv[ 612 '64S3W1 REPORT oF: EXCAVATION 065ERUATION oATE: October 5, 1978 IABORATORY No. 9-1363 PAGE 3 REMARKS We are attaching an information sheet concerning what we consider to be sound engineering practices for construction of a fill sequence. If we can be of further assistance to you, please contact us. TWIN CI7Y TESTING AND ENGINEERING LABORATORY INC 1) ok Dale Britzius, C vil Engineer Ter F,erSSoils or, C.P.G.S. & Geology Dept PSF/TES/jta •8 A YVTUAL PqOTCCTION TO CW[NTS. TX[ rYeLIC LND OUIt![LVEl. •LL PVONT6 .URL fUBMITTCD A8 TN[ GONFlDMlIAL lROrERTV Ol CLIENTS. ANp /.VTXOP. IIAIIDM FOP YYlLICwT1pN Or ETATEMCNTR CONpLU81DHf OR [%TFLCTS IROM OR RL4AFGING OUp REPORTS 16 RESEFVFD P[NOIXG DUR WRITTEN ArrpOVAL. PREREQUISITES FOR SOUND ENGINEERING PRACTICE In order to properly evaluate the foundation soils at a buiiding site, it is imperative for our firm to know exactly where the building will be placed, iu size, and the elevation of the foundation elements. Without this information, we cannot assure that the preparatory foundation earthwork is adequate. This project data is espec7ally critical in situations where the excavation extends below che footing grade and compacted fill will be required to attain building elevations. In these situations, the excavation would require lateral oversizing to provide suitable lateral distribution of the footing loads. Offset batter boards or the building lines sukes provide the best on-site verification of the buiiding location and size. It must be recognized that Twin City Testing and Engineering Labora- tory, Inc., does not practice in the field of surveying. We, therefore, must rel} on staking b~ others. If Twin Citq Testing is required to perform the survey, we wiU retain a licensed surveyor and invoice client for that amount per our current fee schedule. Provision of the building founda- tion plans is also important so that we may properly perform our engineering judgemenu. If the cortstruction is redesigned or otherwise moved subsequent to our work, we should be informed so our firm can assess if additional engineering observation is required, or suggest sound engineering alternatives. We cannot be responsible for any soil foundation system if the struciure hu been relocated with respect to the excavation subsequent to our observations. GENERALOVERSIZE REQUIREMENTS Because of the lateral distribution of foundation pressures with depth, lateral oversizing is re- quired in an excavation where unsuiuble soils extend below plan footing grade. The lateral oversize scheme provides compacted fill material beyond the exterior footing limits where fiil is required below footing elevation. The degree of lateral oversizing is dependent upon the sur- rounding soii's ability to rcsist laural movement in most soils, we generally recommend the laterat oversize be at least 2 ft plus the depth of excavation below bottom of footing elevation. In extremely compressible swamp or organic soils, this oversize should be increased to 5 ft plus twice the depth of unwiUble soils below footing grade. Due to these variations in the required lateral oversize, each project must be evaluated individually. Diagrams illustrating typical over- size dimensions are included below. ~ ruwn ckv eesemo ~ ~~,.....e ~~v...~ V NORMAL E XCA V ATION OV E RS I Z E xCO,~a7i0', /L fR0?OSED ~ E FOOI InG -~I LIMITS / TOPS"v:. - ' I 7 -o / U\SLIiABLC ~ SUiLS I I COMiACTED FILL ~ I o , i ~ i ~ /~w~~l I J~fJV~~..r../^~ ^'I~ . ~ . . , . ~ COMPETENT SOILS D OVERSIZE FOR SN AMP OR EXTREMELY SOFT 501L CONDIT10!:5 MIkIML'~1 ExCAVATiON LIA71T5 PROPOSf D FpOTINGS rEPO$ITS S, ] 1 / COAI?ACTED FILL 1 D . ~ ? . ~~K' ~(T . COM?ETENTfOiLS 2D EXCAVATION OVER512E JO! N0. SCALE: NONE D~MM F' ~IHL~ ~MEC~EO ~r j~_ , p twin cittir testinca umftcwmwo.,,,.w. !62 LRWnWELL AvEWJE 5T iqlL MN 55114 PNONF 617, 645-36G1 REPORT OF: DENSITY TESTS OF COMPACTED FILL ROSEMOUNT ELEMENTARY SCHOOL PROJECT: E,AGAN, MINNESOTA DATE: SePLefIIb2Y' 28, 1978 - FEPORTED TO: AffIES Construction II1C eoPIes ro: (See page one) P 0 Box 1137 Burnsville, MN 55378 L,ABOR.4TOR1' No. 9-1363 1'EST NC'A1BER: 16 17 18 D.aTE T.4i:eN: Septem6er 27, 1978 September 27, 1978 September 27, 1978 L'NIFIED50ILCLASSIFIC.aTION: Clayey sand, fine Clayey sand, fine Clayey sand, fine (1loisture-Densit} Sample to medium grained, to medium grained, to medium grained, Number) a little gravel, a little gravel, some gravel, brown brown (SC)-1 brown (SC)-1 (5C)-1 LOC.4T10N: 120'N of SE 110'W & 36'W of 102'N & 36'W of corner of unit A SE corner of SE corner of (Retest 9) unit A unit A (Retest 10) ELEVATION OF TEST: 908.5' 909' 913.5' DEPTH BEL09; E7:ISTING GRADE: 3.5' 4' 811 FIELD DENSiTl' DETER1fL1AT10N: Method Densiq in Place By Sand-Cone Method, AS'I!M:D1556-64 (44 Sasis) Dry Density (pcf) 133 132 129 Moisture Content W 9.0 10.5 9.0 Plus #4 Material 14 7 16 LABORATORY MOISTURE.DENSITY RELATION OF 50[L: Mechod ~ ASTM:D698-70, Method "A", (44 Basis) Maximum Ihy Denaity (pcf) 129.2 129.2 129.2 Optimum Moisture 10.2 10.2 10.2 COMPACTIOti TEST RESL'LTS: Compaction 103 102 100 Specified Compaction 98 98 98 REMARKS: The above test locations were selected by Ames Construction Inc. Compaction meets specifications in the above test areas. A MUtUAL 1110TCCTION TD Cll[NTf.iM[ rYSLIC AMD OYRI[LVCf.ALL 11[rORT{ A11[ {Y/YITTCO At TNL COH11C[MTIAL rAOKRTY 01 Cll[NTC EMO AVTX011. tIhTIOH f011 PUlIICATION DF LTAT(Y[MTi.QDMCLUMOMS 011 [ITRACTt iOOM 011 11[GA110IMG OYII RVC11Ti Ii 01[6[RVLO rtMOMG DUR WIUTT[N APIROVGL Twfn City Tesfinp and Enpine~rinp Lobereforr. Inc. B1 y"'y"_ ~ twin cit%+ testinq .r,o araren.w roa..eon,, mc. C6] CROMWELL AVENUf pjq•°•.. • - ST PAUI MN 55114 . ~iA•~Aq PnONF 612164~+ R6PORT OF: DENSITY TESTS OF COMPACTED FILL ROSEMOUNT ELEMENTARY SCHOOL September 28, 1978 wRoJecT: EAGAN, MINNESOTA DATE: 1- Haimnel Green Abrahamson Inc . REPORTE? TO: Affl25 Construction Inc COPIES TO: Attn: MP James Goulet P 0 Box 1137 1- Adolfson & Peterson Inc Burnsvi7le, MN 55378 1- Independent 5chool Dist. #196 Attn- Mr -nnald Markentin LnBOR.4TOR1 No. 9-1363 1- Johnston & Sahlman Engrs TEST NL'116ER: 1 2 3 4 D.a7E Ta1:FN: Sept. 25, 1978 Sept. 25, 1978 Sept. 25, 1978 Sept. 25, 1978 CNIFIED SOIL CL,ASSIFIC4T10N: Clayey sand, Clayey sand, Clayey sand, Clayey sand, (\]oisture-Density Sample fine to medium fine to medium fine to medium fine to medium Number) grained, a grained, a grained, with grained, a little gravel, little gravel, gravel, brown little gravel, brown (SC)-1 brown (SC)-1 (SC)-1 brown (SC)-1 L.OC4T10N: 40'S & 40'W 20'S & 201W NE corner of 130'N of SE af NW corner of NW corner unit A corner of of unit A of unit A unit A ELEVA7ION OF TEST: 890' 892' 902' 907' DEFTH BELOR EXISTING GRADE: 41 21 21 6" FIELD DE15ITl" DETER11L1.qTl0\: Method Density in Place By 5and-Cone Method, AS'IM:D155b-64 (44 Basis) Drp Densitq (pcf) 136 130 135 131 Moisture Content 11.1 11.1 8.7 12.4 Plus #4 Material (q) 15 12 37 72 L.ABOR.ATORF MOISTUREAENSITI' RELATIOIv OF SOiL: Method ASTM:D698-70, Method "A". (44 Bd5i5) Meximum Dry Density (pcf) 129.2 129.2 129.2 129.2 OptimumMoisture 10•2 10.2 10.2 10.2 COMPACTION TEST RESliLTS: Campectioo 105 100.5 104 101.5 Specified Compection 98 98 98 98 REMAxKS: The ahove test locations were selected by Twin City Testing and Engineering Laboratory Inc. Compaction meets specifications in the above test areas. /3 A MYTY4L rfOTLCf10M TO Cll[NTS.TN[ IWLIC AND OYR\[LV[RALL 11VDIITf AM[ iYOMITTLO AS TM[ CONIID[MTIAL PROPCRIY 01 C4CXT9, AMO AUTMOR- IZATION fOP PYBIICATIOH Ol {TAT[M[MT{.COx~~UtIDXi OR EITIIIC1i I110~ OR R[G~RGIMG DVII RCrORTi 1g !CS[RVEO PCNpiMG OUR W111TtEw ~BPaOVwl Twin City Tastinq end Enplmar'nq Lo6orotory, (nc. Br twin aty testinq .i,o.rwr,e~...++n 4oar~ea.u,~x. 563 GRpAWELI AvEMJF s ST PAUL. MN 55114 r I\` (A i`~ iNONF 612 645J60i 11EPORT OFi DENSITY TESTS OF COMPACTED FILL r ROSEMOUNT ELEMENTARY SCHOOL PROJECTt EAGAN, MINNESOTA DATE: S2PL2ffIbE1' 28, 1978 REPORTED TO: Ame$ Construction Inc coPIes ro: (See page one) P 0 Box 1137 Burnsville, MN 55378 LABOR.qTORY Nu. 9-1363 TEST NCM1IBER: 5 6 7 8 D9TE TAhEN: Sept. 25, 1978 Sept. 25, 1978 Sept. 25, 1978 Sept. 25, 1978 Uti1FlED SOIL CLASSIFIC.4T10N: Clayey sand, Clayey sand, Clayey sand, Clayey sand, (1loisturo-Density Sample fine to medium fine to medium fine to medium fine to medium tiumber) grained, a grained, a grained, a grained, a little gravel, little gravel, little gravel, little gravel, brown (SC)-l brown (SC)-l brown (SC)-l brown (SC)-l LOC.ATION: 30'E & 40'S 60'W of NE NE corner of 120'N of SE of NW corner corner of building corner of ' of building building building ELEVA7ION OF TEST: 896' 904' 904' 907.5' DEPTH BELOR EXISTING Gft.ADE:I' 1' 1' 1' F[ELD DENSIT]' DETERML1ATI0ti: Method Density in Place By $dnd-C0n0 Nethod, AS7M:D1556-64 (44 Basis) Dry Density (pcf) 136 133 131.5 118 hMistwe Content 8.7 8.7 9.0 13.0 Plus q4 Meterial W 8 12 14 10 LABOR.ATORY MOLSTURE•DENSITY RELATION OF SOIL: Method ASTM:D698-70, Method "A", (44 Basis) Maximum Dry Density (Qcf) 129.2 129.2 129.2 129.2 Optimum Moieture 10:2 10.2 10.2 10.2 COMPACTIOti TEST RESULTS: Compaction 105 102.5 101.5 91.5 Spetified Compaction 98 98 98 98 REMARKS: The above test locations were selected by Twin City Testing and Engineering Laboratory Inc. Compaction meets specifications in the areas of tests #5, #6, and V, but is below specifications in the other test area. AS A YYTWL PROT[CTIOX 10 CLI[MTM.TM[ W\LIC 4NO OYRSLIV[f.ALL 11[rO1RI MIC SYBMITT[O AS TM[ COMFID[MTIEL r110PCI1TY OI Cl1ENT[. ANO AVTwGIb RITION FOII WlLIGTIDH OF {TAT[MCNTCCDNFLVSION{ OR [ITIIACTB IIIOM OR 11[GARDIMG OYII R[OORTf If OU[IIVtD P[XDIM6 OY11 WRrtT[w &PPROVII Twin Cify Testlnp ond Enpimeriny Loboratory, Inc. Br ` . tusn attir tesCinv ~ sonc..tc.u,.x. 061 CRDUwELL AvENUE µnn.., d ST PAUL MN 55111 PNONE 61216H3360, ~.REPORT OF: DENSITY TESTS OF COMPACTED fILL ROSEMOUNT ELEMENTARY SCHOOL PreoJECr: EAGAN, MINNESOTA owre: September 28, 1978 REPORTED TO: Arne5 Construction Inc GOPIES TO: (S2E' PdJE Of12) P 0 Box 1137 Burnsville, MN 55378 LABOR.qTORI' No. 9-1363 TEST A'1':11BER: 9 10 11 12 DATE T.aKEN: Sept. 26, 1978 Sept. 26, 1978 Sept. 26, 1978 5ept. 26, 1978 VN1F[EDSOILCL.ASSIFICATION: $11ty sand, 5ilty sand, Silty sand, Silty sand, (lloisture-Density Sample fine to medium fine to medium fine to medium fine to medium Number) grained, a grained, a grained, some grained, a little gravel, little gravel, gravel, brown little gravel, brown (5M)-1 brown (SM)-1 (SM)-1 brown (SM)-1 LOCATiON: 120'N of SE 110'W & 36'W 8'S & 21'E 15'S & 8'W corner of of SE corner of NW corner of NE corner unit A(Retest of unit A of unit A of unit A of #8) ELEVATION OF TEST: 908.5' 909' 912' 911.5' DEPTH BEL08 E!iISTING GR.4DE: 1' 1' 1' 1FIELD DENSITl' DETERVLIATIO\: Method Densitp in Place By Sand-Cone Method, AS'tn7:D1556-64 (44 Basis) Dry Density (pcf) 120 112 132 135 Moisture Content (9,) 14.9 14.6 10.8 10.5 Plas a4 Meteriel W 10 11 17 15 LABOR.9TORY MOISTURE•DENSTfY RELATION OF SO[L: Method ASTM:D698-70, Method "A", (44 Bd515) Maximum Dry Density (pc{) 129•2 129.2 129.2 129.2 Op[imum Moieture 10•2 10.2 10.2 10.2 COMPACTION TEST RESULTS: Compaction W 93 87 102 104 Specified Compaction W 98 98 98 98 REM.4RKS: The above test locations were selected by Ames Construction Inc. Compaction meets specifications in the areas of tests #11 and #12, but is below specifi- cations in the other test areas. Al AMYTYII PROT[OION TD CLI[NTl.TM[ rYBLIC AMD OYR~[W[{.ALL REr011Ti AR[ WBwITT[D M iM[ COMiID[MTIAL R10t[PTY 01 CN[MTi. AMD AU1M011- II1ilON I011 PUBl1GT10H OF STATCYLMTf.COMffLUt1OM{ 011 [iT11ARI 1110M OII IIFGAROING OY11 A[PORTS IS 11[f[RV[C PCMCING OU11 WRITT[N ArPROVAI Twin Cify Tssfinq and EnqiMerinq Lo oratorr, Inc. B. L944- cA- ~ twin atti+ testinv .na .ria.,.....o nabo..to.u.~ !61 LFOMW(u 4VENUE n,...a., ^'y 5T PAUL MN 55114 PMONE 6t2f6J5%0' nePOaT oF: DENSITY TESTS OF COMPACTED FILL ROSEMOUNT ELEMENTARY SCHOOL PROJECT: EAGAN, MINNESOTA Dwre: September 28, 1978 REPORTED TO: AR125 Construction Inc COPIES TO: (Sf2 PaQ2 one) P 0 Box 1137 Burnsville, MN 55378 LABOR.ATORT No. 9-1363 TEST tiCMBER: 13 14 15 DaTE TAKEN: September 26, 1978 September 26, 1978 September 26, 1978 L'NIFIEDSOILCL.ASSIFIC.4T10N: Sandy clay, a Clayey sand, fine Sandy clay, a (Aloisture-Densitv Sample little gravel, to medium grained, little gravel, . Number) brown (CL)-2 a little gravel, brown (CL)-2 brown (SC)-1 LOC4TioN: 120'N of SE corner 110'N & 36'W of SE 102'N & 30'W of SE of unit A(Retest corner of unit A corner of unit A of #9) (Retest of #10) ELEVATION OF TEST: 908.5' 909' 911' DEPTH BELOB EXISTING GRADE: 1.5' 2.5' FIELD DE151TY DETERIIL'v ATIO\: Method Densit}' in Place By Sand-Cone Mochod, ASTv1:D1556-64 (44 Basis) Dry Density (pcf) 117 123 123 Moisture Content (°k) 15.6 9.6 12•4 Plus #4 Material (,°b) 12 14 10 LABORATORI' MOISTURE-DENSITY RELATION OF SOIL: Mechod ASTM:D698-70, Method "A", (44 Basis) Maximum Dry Density (pcf) 122.2 129.2 122.2 Optimum Moisture 12.1 10.2 12.1 COMPACTiOti TEST RESL':LTS: Compaction 96 95 101 Specified Compaction 98 98 98 REMARKS: The above test locations were selected by Ames Construction Inc. Compaction meets specifications in the area of test #15, but is below specifications in the other test areas. Ai AMUTYAL FlIOTLCTIOH TO CUCMTtTX[ lYDLIC AMO OYRDLLYLi.ALL 11CNRTM All[ WDMITT[O Af TN[ CONFlO[NTIAL FlIORPTY OI CLIENTf. AND 1UTNGR. IIATIDM iOR PVIIICATIOM 01 {TATCM[MT{.COMqIY@ION{ 011 CITI1ACTi iAOM 011 IKGAREIHG OYII RLPORtS 15 OCZ[AV[D PCNOING OYII WRITT[M 1"1101AL Twin Ci1r Tesfinq end Enqineerlnq Laboratory, Inc. Br . twin qtti+ testinq srw .rlo.,e..r+o ma.searu, mc. ~!67 GROMwEU AvENUF s °j•'• ST P4UL MN 651I4 VnONE 6t1i645,)6D1 REPORT OF: DENSITY TESTS Of COMPACTED FILL ROSEMOUNT ELEMENTARY SCHOOL PROJECT, EAGAN, MINNESOTA DATE: September 28, 1978 REPORTED TO: Ame5 Construction Inc coPIes ro: (See page one) P 0 Box 1137 Burnsville, MN 55378 L4BOR.qTOR1" Ivo. 9-1363 TEST hC'A1BER: 19 20 21 DATE TAI:EN: September 27, 1978 September 27, 1978 September 27, 1978 L'NIFIED SOIL CL.qS51FICATION: Clayey sand, fine Sandy clay, a Clayey sand, fine (Aloisture-DensitySample to medium grained, little gravel, to medium grained, Numeer) a little 9ravel, brown (CL)-2 a little ravel, brown (SC)-1 brown (SC~}-1 LAC.4T1oN: 20'S & 28'E of 86'S & 18'W of 158'S 6 75'W of NW corner of NE corner of NE corner of unit A unit A unit A ELEVATION OF TEST: 413.5' 412' 913' DEPTH BELOW EXISTItiG GRADE: 1' 1.5' 1' FIELD DENSITI' DETERA1LtiATION: Method Densiqin Place By SdRd-COf12 17ethod, ASTIN:D1556-E4 (44 Besis) Drp Densitp (pcf) 133 123 135 hloistweContent l%) 8•4 11•7 8•7 PIu6 #4 Material W 12 11 12 LABOR.ATORY MOISTURE-DENSITY RELATION OF SOIL: Mechod ASTM:D698-70, Method "A", (44 Basis) Maximum Dry Densi[y (pcf) 129. Z 122.2 129.2 Optimum Moisture 10.2 12.1 10.2 Cmv1PACTIO1 TEST RESULTS: Compection 103 101 104 Specified Compection 98 98 98 REMnRKS: The above test locations were selected by Ames Construction Inc. Compaction meets specifications in the above test areas. At A YYTYAL MOTCCTIOM TO CLI[MTt.TX[ rYfLIC AMD OYlMCLYLf.*ll 11V011TS A11t iUOMITT[D Ai TMC GONi1D[NTIAI FlIO'[11TY OI CLILMTS. •NO AUTHOF. R.TION FOII IYBLIGTIDM 01 iTAT[MENTS.GOM(.WBIONf OR [YTMCTi IIIOM OII 11[GAREING OYR IILPORTf li 4{itRYtO r[MDIMG pUll WIIITT[N •PPOOVAI Trln Ciy Tesliny and Enqineerinq Laborolory, Int. gr ~ ~ tunn cit+r testino .,,e ..~.,.....o .~a.,,..,~. f61LA~wEU 111,411 CM 5T GAVL MN 55~~: PNONE 61?6J; ]6.~~ MOISTURE - DENSITY CURVE SAMPLE N0. ~ ?ROJECT: ROSEMOUNT ELEMEN7ARY SCHOOL EAGAN, MINNESOTA DATE: S2Pt2Rlbe1' 28, 1978 REPORTEO ro: es onstruction nc COPIES To: (See page one) LABORATORY No. 9-1363 METFIOD OF TEST: ASTM:D698-70, Method "A" TVPE OF MATERIAL: Cld,YBy sand, fine to medium grained, brown (5C) MAXIMUM DENSITY: 129•2 lL• /Cil. fl. OPTIMUM MOISTURE 10•2% I I I ~ I I I I I I I I 1 , y130 V.+ A v \ .G I 7 29 , i:Jl } H (A W 128 127 126 F 2 I-L g 9 10 11 12 MOISTURE CONTENT % ~ rwin citti+ te5tinq .no a,on~.ma .eor.coru. ~x. 66) CAD~++I.: ~vf'.J! d..o~....'t,~ ' 57 PAUL M4 5511= PNONF 612 64 5 ~ MOISTURE - DENSITY CURVE SAMPLE N0. Z ?reo~ecr: ROSEMOUNT ELEMEN7ARY SCHOOL o,,TE: September 28, 1978 EAGAN, MINNE50TA (See page one) REPORTED ro: Ames Construction nc GOPIES To: LABORATORY No. 9-1363 METHOD OF TEST: ASTM:D698-70, Method "A" TVPE OF MATERIAL: Sandy clay, brown (CL) 122 • 2 IL. / Cll. fi. OPTIMUM MOISTURE 12.1 % MAXIMUM DEfVSfTY: i i ~ ~ ii 124 i ~ ~ ~ ~ 123 . . i i V ~ i • I t~jq ~ 122 ~ } H (A z 121 O ~ ~ G ~ t 20 . ~ ~ , 119 ~ 717 118 10 11 12 13 14 15 MOISTURE CONTENT °1o Z~ _ •y 8135052 h~IMM O~M?M ffm /irt ~ DRAiNACE AND UTiLITY EASEMENT a" o s , O~It7 MY! ~ rq~ ~f f ~i u ~ iHIS INDEVRURE, nade end entered into thie 27 day of April , 1987, br and Detveen iNDEPENDENT SCFIOOL DIS7&IC7 l196/as Grentor, end the ClTY pF EAGAN. Wkota County, Minocso[a, as Granter, a Mirlnesota Cotpotation, YITKESSE?H YHEREAS, said Crantor, in eonsideration of One Dollar ($1.00) and other good aad valuaDte consideration, [o it peid by Grantrr, rrceipt of . rhich ia hereby acknovledged, hereby gtantc an eaaesent to eaid Grantee, its hrir• and asaigne, for permanPnt dreinage purposes, includinR the normal practice oE [illing vi[h vater Erom ttone sever runoff, and for utility line parpoaes over that par[ of I,ot 1, Block t, Tfiomea Lake Schaol AAdition, aceording w[he rrcorded plec cherrof, Dakota Councy, Minneao[a, deecribed rr. toUovs: Caamencing the soat noctAerly corner of said Lot l; thence South 59 degrers 00 miautes 00 seconds East atong the northessterly line of said Lot l a dis[ancr of 137.19 feet to the point of beginning of the ensement to br deseri6ed; tl+ence eontinuing South 59 degree• 00 minutes 00 eeconds Eaat along said northeastrrly linr a distancr c+f 32.81 fert to the northPnsterly corn.•r of u id Lot 1; thencr South 7 degreet 06 oinutea 28 •econds Heot •loag the eaeterly line of said Lot 1 s distence oE 368.77 feet; thence North SS degrere 73 ainutea 32 •econda Yesc a dietsece of 33.77 feet; theaee North 7 degrees 06 minutea 28 seconda East, parallel vith uid eastetly line of I.ot l a diaunce of 366.16 feet to the point ot beginniat. A temporary construction easement over o9at part of Lot 1, Slock 1, Thomee Lake ScAool Addition, secordinq to the recorded plat thereot, Dakot• Countp, !linnewta, descriEed ss fol{ow : Comencing at the most northrrty eorncr of uid Lot 1; thence South 59 degrees 00 sinutes 00 second• Gst slong the porthlasteily line ot said Lot 1 a distance of 60.63 feet to the point of . pcginnios of the easesent to be deseribed; thence eontiauiag South 59 degrees 00 minutes 00 •econd• East along uid nortAcasterlr line • distance ot 109.37 feet to the aorcheasterly cornes o[ •aid Lot l; thence South 7 desree• 06 . ¦inutes i8 seconds Yeat •lonR the eascerly line of said Lot 1 a distance of 440.00 leet; tAeace Ibrth 55 degre*s 33 ¦inutes 32 •ecoad• Hest a distaace of 132.57 feet; theece qorth 7 detrees 06 ¦ioutes 28 seeoMs East, parallel vith uid easterly line o[ Lot l• disunee of 432.61 teee to the poiat of Dcgianing. Said teopotary construction easesent to expire .lune 1. 1988. TAe Craacee •Aall hsve the risht to do vAatever neeeasary for the enjoysenc ot the rigAt• Aerein eraated, includins the right of clearing the easeo~t are• co sllov tor the nse oi the laad as staced herein, aod for , ingreas and eareas to and frm eaid tcact af land and over and aeross •aid sosawnt ooly Iar the purpose oi eoestruecia` •od N1A[a1olOj. oyeratin= aad repairing uid drainase taeilities aed utititr liner. And the sai0 Gsaator, for itseli. it• heirs, e:eentors. almioistracoe• and •ssigna doe• Arresy rele*sr the ..ie CITY OP LAGAN, ic• suecerwrs and usigns, fram all claims for eny and sll dmsage• resulting to •aid land by reaana of the- luratiun of xaid Arainng~ rnsrmeot and utility lines. 6r •cceptance of thrse easementb, the Grentrr agrees that it shell restore the property locatrd outside the snticipated prrimeter of moving vater to as ncar the exiating gradr as is reasona6ly poasible and fur[her agrees [n replace existing cultivated ehrubs or sod and to eeed all other areas not covered vith moving vatet. IN WIiNESS 4iHEREOF, the Grantor hereto has hereun[o eet its hend end eeel = the dar and year first abwe writ[en. INDEPEHDEN SCHDOL f+ISTRICT A196, a Minne a co porat' n By; Ics: Clerk. ISD 196 Board of Education STATf OP MINBESOTA) . CAUNTY OFA&&&)) ss On thi• xz!~ day of (n.AL~ d'~ , 19g, before se e tlotary Public vithin aod for •aid Countr pers aa(~ lly appeared o ne personally knorn, vAo, peieg by se duly svorn that he is the _ of tMr 1'`"..D/yb' Cospo ~aiea- instrument, aad that the seal sffi:ed to g said instrusenc is the eorporece seal of said eorporation, aod that said Minne- instrument vas signed and sealed in Dehalf of said eorporation by authority of sota it• Doard of Directora and ppnald R. Westerhauaen uknovledged •aid corp- iastrusent to be the free sct and deed of the corpore[ion. oratio: . HARFIFTT N EY A"S ~ ~ / rosaH•:.cs c•11•.L>:~ ~ .s.,.~~.~.cu_ M a~.... i.,.. s..a n~ . ~+...r...~.~ TBIS DOCUlENf DHAFTED 67: . 9ange. Lide 6 Reller, P.A. 1200 Yankee Doodle Road , Yacer Yiev Offiee Toret. Suite 30: Eagan. !9t 55123 (612) 456-9000 L7(ElIPT PROM STAtE DE6D TAx STAlIPS ,y N ~~•i E _ i ) J~ ~ A y`_' •e D a~ y <0 ~ ' •~LS~ ~ . C, y' /I' . / / , - ^Fy n mT ~ ~ ~zY• Y. C ~ 598.)e . . ~ o ~ w ~ ~ A ~ ~ ? ~ 2 p 932 6 ~ ~5>=06'28•• y= g ) TEMPORARY ol CONSTRUCTION ECSEMENT IB / 4? ~ ~ b, ~~1 ~9 ~~7I/ CD 9]9B '-N \ ~VWw~ /I / ~ / g I ~ Y/~ ~ ~ 569 BO ~ g O \TEMPOflqRy \ " p o_ PE-M4NENT ~ ~ ~r / / HN /EGSEMNi ONSTRUCTIOry S'o L S=Qa/24g 'L, ~R^~N4GE B=TILiTY TIryG OR41N4G / 36B.3) U - E45EMFNT c, YDB ~ 9 ENiS <90 00 O v IIiIL1iY EaSEWryAND JP l r. ~ SzQO m ze ^w o \ ~ $ / ~o.sa _ p'v m I W/ rv O u° ` y, MflMANENT S~ ~39. yT U ~IL UTIUTY i ~ ~n o W 1 E45EMF 4GE 8 6)9 N I N 1 m4 E45TEflLY LINE LOT N 7OD628"E ' '-135.~5- iok( i~ 2000 `EASiER y Y/ 0 y m o 1 ~ LINE LaT ) i N]°06"28"E se.~a N ° o + _ r ' . 1 ~ ~ . . OD . - 1 y . . ~y... . . C . / `E45TERLY INE LOT g r~ l= 1 V - . l N. N ~ . . rri 1 t~ VI ~ ~ m ~ z ~ 7 0~ a u~ R 4° " c m 4 N ~ ="rv ~ n a v . x"'c. rt o m ~ ~ < <U~ R <<<;` ~ m m m N . . o o , z D ~ ~ 4 p~ r~j ^ . r \ n e+ v~ . . ~ ~ 1-CAM 3-SGJ 1-BHS 1-CAM ~ 1-BHS ~ 3-CAM S-CAM 3-SGJ 1-BHS 6-AMC 3-SG 1-SGJ 3-AMC 0 0 0 ~ O 7 AMC 5-SGJ ~ o s io is 20 zs 41 o TREELINE QTY KEY SIZE COMMON NAME EACH TOTAL BOTANICAL NAME 3 BHS 7'BB BLACK HILLS SPRUCE $172 $516 PICEA GLAUCA DENSATA 15 SGJ #5 SEA GREEN JUNIPER $16 $240 JUNIPERUS CHINENSIS 'M?NLEP' 16 AMC #5 AUTUMN MAGIC CH?KEBERRY $16 $256 AR?NIA MALAN?CARPA A,M, 10 CAM #5 C?MPACT AMUR MAPLE $19 $190 ACER GINNALA 'C?MPACTUM' PRE-TAX T?TAL AT BACHMANS= $1,202 THOMAS LAKE ELEMENTRY LANDSCAPE SCREENING PLAN SCREEN EXPOSED UTILITIES C.J. LILLY- PARK PLANNER pCTUBER, 2001 A LANDSCAPE ARCHITECT- N19336 4 t-T 1.7 s 2005 COMMERCIAL BUILDING PERMIT APPLICATION - City OfEagan n' -7 3830 Pilot Knob Road, Eagan Mn 55122 Telephone # 651-675-5675 FAX # 651-675-5694 . . NewBuildind . - . Strudural Plans (2) sets • Architedurel Plans (2) sets • ArchRectural Plans (2) sets • Civil Plans (2) • Structurai Plans (2) • CodeAnaysis (1) " • CeAificateofSurvey (1) • CivilPlans (2) • ProjectSpecs (1) • Code Anatysis (t) • Landscaping Plans (2) • Key Plan (1) + PrqectSpecs (1) • CodeAnatysis (1) • Master Exit Plan (1) ~ Spec. Insp. & Testing Schedule • Certificate of Survey (1) • Energy Calculations (1) noi always"' • Soils Reporl (1) • Spec. Insp. & Testing Schedule (1) " • Elec. Power & Lighting Form (1) not always" . Meter size must be esta6lished • Meter size must be established • Meter size must be established-if applicable 1 • Project5pecs (1) b • Energy Calculations (1) 1 • Eledric Power & Lighting.For(n (1) 1 • Master Exit Plan (1) 1 y • Emergency Response SBe Plan (1) 1 • Soils Report (1) L . SAC determination - call 651fi02-1000 • SAC determination - call 651-602-1000 • SAC determination - call 651-602-1000 . . Fire Sto in Submittals Call MN Dept of Health at 651-215-0700 for details regarding food & 6everage or lodging facilities. Contact Build'tng Inspections for sample and if required Permit for new building or addition will not be processed without Emergency Response Si[e Plan. Date 7 //8 l 0S Construcfion Cosit ~OOd.oJ Site Address 513Sa 7%0//iAX 14A UnidSte # Teoant Name 'h04,M Farmer Tenant Name Description of Work l~lr dERL6a4Aa& .4 e"C'T64-re 't a4dsoant• /vd e(ee,Pv-1. Property Owner ~So &0 /•r,Yl{ Telephone # ( S.<7) 1,23 ' "02 iOVIV D4a.a-s,t4 ~ Contractor /J de,~ -~A~ e9/V,0r*, Ue,~ Address oZ`r8O e~s Cjh' ~°"'k r State Zip ,!5-SrSRV Telephone # Arch/Eogr Registration Address State Zip Telep di Licensed plumber installing new sewerlwater service: ne ' I hereby apply for a Comxnexcial Building Permit and acknowledge that the information is complete and accurate; that the work will be in conformance with the ordinances and codes of the City of Eagan and the State of MN Statutes; I understand this is not a permit, but only an application for a permit, and work is not to start without a permit; that the work will be in accordance with the approved pian in the case of work which requires a review and approval of plans. -13 O 1,1A *4da,4zA1c ;215~s9 /gG ~ ~ a~ ApplicanYs Printed Name Applicant's Signature OFFfCE USE ONLY Sub Types ? 01 Foundation ? 26 Public Facility ? 30 Accessory Building ? 14 Apartments ? 27 CommerciaUlndustrial ? 32 Ext Alt-Apartments ? 15 Lodging ? 28 Greenhouse ? 34 Ext Alt-Commercial ? 25 Miscellaneous ? 29 Antennae ? 35 Ext Alt-Public Facility ? 37 Nail Salon Work Types ? 31 New ? 35 Int Improvement ? 38 Demolish (Interior) ? 44 Siding ? 32 Addition ? 36 Move Bidg. ? 42 Demolish (Foundation) Q 45 Fire Repair ? 33 Alteration ? 37 Demolish (Bldg)' ? 43 Reroof ? 46 Windows/Doors ? 34 Replacement *Damolitlon (Hntire Bldg only) • Give PCA handout to applicant Valuation TypeofConst Width Plan Rev 100% ? 25°k Occupancy ~ MCES System Census Code ,3y Zoning City Water SAC Units o Stories Boosier Pump Nbr. of Units b Sq. Ft. PRV Nbr. of Bidgs r ~ Length Fire Sprinklered Required Inspections _ Footings (new bldg) Insulation _ Footings (deck) ~mal/C.O. _ Footings (addition) FinaUNo C.O. _ Foundation Other Drain Tile Roof Ice Pr Decking _ Insul Final Pool Ftgs Air/Gas Tests _ Final ? Framing _ Siding _ Stucco _ Stone _ Fireplace _ R.I. _ Air Test _ Final Windows Approved By: Planning Cwk-- Buiiding Inspector Base Fee /&7• ZY" Surcharge Plan Review SAC-MCES SAGCity S!W Permit SIW Surcharge Treatment Plant Financial Guarantee Treatment Plant (Irrigation) Storm Sewer 7runk r--- Park Dedication Sewer Lateral Sewer Trunk Trail Dedication Sireet Water Quality Water Lateral Wafer Trunk Water Supply & Storage (WAC) Other Total ~ 4 /7/. r3r- ~ 2006 COMMERCIAL MECHANICAL PERMIT APPLICATION ~2'~ t~ City OF Eagan 3830 Pilot Knob Road, Eagan MN 55122 Telephone # 651-675-5675 Plcase complcte for. commcrcial/industrial buildings multi-lamily buildings when separa[e permits are not requireA for each dwelling unit Date 04 l O b ! 06 it+ornaF~ 1>-.ke tiZ~~r,t'i~iinr~. ~~i-~oal CF3~o 'iholmQ9 Site Street Address Lci[~t Qo n ra ~ Fcag e.Lr~ M Yti Unit # Tcnant IVame (if applicable) Previous Tenant Nam¢ Property Owner 1i'~cAPDe1a0Yf ~'C6x+t I ai5t•, k.t 3t19b Telephone#(b5I ) 423- -770 0 Contractor ICu IYtQY mPG~f CL4j 11'>G • StrectAJdress 877 -_~Y~'~ 5`G'YQ.U 2.0-7 City 1JPL.4_- 6V1In'fbh State (1~ N Zip ri J 1~ 2 Telephone bS 1)~n $ 2' O ZO BundI 101'~ -4 0 D 13~ Espires: 8/'Yl~lO D~~ L~,~ V lS T'heApplicuntis _ Owner ? Contractor _ O[her APR Work'IWpc ? New Construction ?Interior Improvement _Install Piping _Processed _Gas Under/Above ground Tank Install Remove When instafling/removing fank(s), call for inspection by Fire Marshal and Plumbing /nspector Nature ofWork: HvPC- °J2e c-t-tcec-hecl aYGWihU °a P¢I'lillt FCCS: $70.50 Underground lank inslallalion/removal $50.50 Minumwm (includes Strie Surcfiarge) or Conlract Value $ 2~ 7 O O x 1% _ $ 3a 7o n b permit Fee g O- '~r' O State Surchazge If pelmi[ fee is less than $1,000, add $.50 lf certnit fcc is more Umn $1,0011, surcharge is $.50 for every $1,000 owed. g 3 2-7. .J O Total Fee I herebv npply for n Commercial Mechnnical Permit and acknowledge that Ihe information is complete end accucate; that the work will be in conlormance with the ordinunces and codes of lhe City of Eagan and with [he Mechanical Codes; that I understand Utis is not a pemiit, but ocily an application for a permit, and work is not [o start without a peimit; tha[ the work will be in awordance with ihe xpproved plan in lhe case of work which requires a review and approvttl of plans. Ne4 P1r~)cLtic.e jazL.4-k ApplicanPs Printed Namc Applicanf s Signature Approved 13y: Inspector Date: Required In+pections: _ U.G. _)!~'K.I. _ Air Test X'~Gxs Service Test - Infloor Heat jlfFinsl ~2g33 :~~~,~~z ~q ~ COMMERCIAL BUILDING PERMIT APPLICATION ~ 200 City Of Eagan 3830 Pilot Knob Road, Eagan Mn 55122 Telephone # 651-675-5675 FAX 4 651-675-5694 . d.. • • . . . Improvement Strudural Plans (2) sets • Archdectural Plans (2) sets • Archdedural Plans (2) sets • Civil Plans (2) • Structural Plans (2) • Code Analysis (1) ° • CertificateofSurvey (1) • CivilPlans (2) • ProjectSpecs (1) ' • Code Analysis (1) ° • Landscaping Plans (2) • Key Plan (1) • Projed Specs (1) • Code Analysis (1) ° • Master Exit Plan (1) . Spec. Insp. & Testing Schedule " • Certifiwte of Survey (1) • Energy Calculations (1) not always" • Soils RepoA (1) • Spec. insp. 8 Testing Schedule (1) " • Elec. Power & Lighting Fortn (1) not always"" • Meter size must be esfablished • Mefer size must be established • Meter size must be established-if applicable i • ProjeG SPecs (1) 1 ' • EnergyCalculations ~(1) " l 1 • Eledric Power & Lighting Form (1) " 1 ! ~ . Masler Exit Plan (1) 1 1 • Emergency Response Stte Plan (1)'"' 1 1 • SoilsReport (1) L • SAC determination - call 651-602-1000 • SAC determination - call 651-602-1000 • SAC detertnination - ca11651-602-1000 . • Fire Sto in Submitials Call MN Dept of Health u 651-215-0700 for details regarding food.& 6tverage or lodging facilities. Contact Building Inspections for sample and if required • Permit for new building or addition will not be processed without Emergency Response Si[e Plan. Date 2 / ts l0(, 'n ConstructionCost 0 ~C~J 0OO SiteAddress (-f3Ed 'ZCIAm~P~ ~L2 YCuaLal UniUSte # TenantName ._TSrZ> -44k, (A(P Former Tenant Name Description of Work 4'e-al PuQ446N c:Lvi Ye-h'6a(PA 6~ ~kL~q ~'L~t& CC4r_v PropertyOwner Telephone#(487 ) q73-7Z610 Contractor a9SCCV~ CGu Address ,gs8,+ uJeFt' City RL4t,vUea(p0.tCS State N Zip S5q3-$" Telephone # (7jL ) $37-33qQ f (,D FJTPa' To m l NT~2- fa I Z- 21 0 •"1 Z) 3 77 Arch/Engr ~Up(Cjt Registration# Address 30S S`f' p6_cr S$v-e-`~f City S`F. Pad lt State R 14 Zip 55(02 Telephone#(Gsl ) 227-Z713 -rNcT- 61-Ac" Licensed bPr~TtyllWgPMse rlwaterservice: Phone#: ) I hereby apply for a Commercial Building Permit and acknowledge that the information is complete and accurate; that the work will be in conformance with the ordinances and 'codes of the City of Eagan and the State of MN 5tatutes; 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. c -TO-;;H, 64-e.r Applicant's Printed Name ApplicanYs Signature OFFICE USE ONLY Sub Types ? Ol Foundation ? 26 Public Facility ? 30 Accessory Building ? 14 Apartments 21 27 CommerciaUIndustrial ? 32 Ext Alt-Apartments ? 15 Lodging ? 28 Greenhouse 0 34 Ext Alt-Commercial ? 25 Miscellaneous ? 29 Antennae ? 35 Ext Alt-Public FaciliTy ? 37 Nail Salon Work Types ? 31 New ~ 35 int Improvement ? 38 Demoiish (Interior) ? 44 Siding ,0' 32 Addition ? 36 Move Bldg. ? 42 Demotish (Foundation) ? 45 Fire Repair ? 33 Alteration ? 37 Demolish (Bldg)` ? 43 Reroof ? 46 Windows/Doors ? 34 Replacement •DemoliGon (Entire Bldg only) - Give PCA handou[ W applicant Valuation ~OoZ-0 ,Qed Occupancy F+ MCES System ~ Census Code Zoning ip Ir City Waler ? SAC Units Stories ~ Booster Pump Nbr. of Units v Sq. Ft. Z GQJ` PRV Nbr. of Bldgs 1 Length S8 ~ Fire Sprinklered ~ Type of Canst Width Aequired Inspections _ Footings (new bldg) ~ Insulation Footings (deck) ~ Final/C.O. ~ Footings (addition) FinaVNo C.O. ~ Foundation _ Other Drain Tile ` ~ / Roof _ Ice Pr ~/Decking V/ Insul _ Final _ Pool _ Ftgs _ Air/Gas Tests _ Final Framing _ Siding _ Stucco Stone _ Fireplace _ R.I. _ Air Test _ Final _ Windows Approved By: m.2 Planning l. .{k{fi-° Building Inspector - - - - - - - Base Fee 3'g03. ?S Surcharge 316, D o Plan Review a 4l7, a. 14q MCES SAC ~ 550.00 City SAC 160.00 Water Supply & Storage (WAC) S/W Permit S/W Surcharge Treatment Plant G3G • o-0 Park Dedication Trails Dedication r----- Water Quality Copies Water Trunk Sewer Trunk Other Total ~ 8872 • /9 ~ Metropolitan Council Enuironmentai Seruices March 1, 2006 Dale Schoeppner Building Official City of Eagan 3830 Pilot Knob Road Eagan, MN 55122 Dear Mr. Schoeppner: The Metropolitan Council Environmental Services Division has determined SAC for the Thomas Lake Elementary Addition to be located at 4350 Thomas Lake Road within the City of Eagan. This project should be charged 1 SAC Unit, as determined below. SAC Units Charges: Classroom (Elementary) 529 sq. ft. @ 30 sq. ft./student @ 18 students/SAC Unit 0.98 or 1 If you have any questions, call me at 651-602-1119. Sincerely, Ro r Janig Senior Planner Municipal Services Section EAS: 06030151 cc: S. Selby, MCES Carolyn Krech, Finance Department, Eagan IU) LS~~Q~~n ll ll MqR 0 6 2006 www.metracouac7l.org MeVO Info L7nc 602-1888 230 Fast. Fifth S[teel • SL Paul. Minnesota 55101-1626 • (651) 602-1005 • Fas 602-1138 • TTY 291-0904 - Ari Equal OPPnnunity EYrwlnyer OnRequeM'u 103 Kindergarten {ryest Gym ~ Thomas Lake ES ~ N FloorWanlTYPimi) ~F__________~ 102 ~ trt Floor Kindergarten East Gym ~ o 10' sa• ao' ea• eo, mo, Receiving IIIIIIIIII oisn wa 101 D Cafeteria Fire Evacuation Route wndergarten coae Kxd,en Sterage 303 302 301 300 ust.ao: 200 201 202 203 Gi~1 eoy Clas om CI s room Clas om Classroom Men Art Classro T Clas TF om Cla T om 0 men a a o 314 S.L.D. I 105 Nurse Z Gassroom Classroom nst CIeAc Classroom Classroom a o ~~p a o a I.M.C. S~dent ce 207 Classroom Class oomo o ~a mputer4. b 0 Cla s~room Classroom I S.L. . ~ 0 0 Y. 0. o. . o _ a . 3 3• ~ 3 311 _ » Classroom Gassroom Class oom Music - Loun Classronm Classroom Classroom Classroom cid eay City of Eapn Tom Ginter Pat Geagan Bossardt Corporation Mavon 8585 West 78`h Street Minneapolis, MN 55438 Peggy Carlson Cyndee Fields RE: THOMAS LAKE SCHOOL ADDITION AND RENOVATION Mike Maguire 4350 THOMAS LAKE ROAD Meg Tilley Dear Mr. Ginter: COUNqL MEMBERS We have started our review of the construction documents submitted in pursuit of obtaining a Thomas Hedges building permit for the above-referenced project. This review is not intended to be an exhaustive Cm AomirvIsranron and comprehensive report. Un]ess otherwise noted, all references are to the 2000 I.B.C. It is our goal that this review will help you in complying with the applicable codes and we are, therefore, requesting that the items checked below be addressed: , 2 sets Architectural Plans 1 Project Specs 2 sets Structural Plans 1 Energy Calculations 2 sets Civil Plans '\t' 1 Elechic Power & Lighting (enctosed) MUNICIPAL CENTEF 2 sets Landscaping Plans I Master Exit Plan 3830 Pila Knob Road 1 Code Analysis Q~ 1 Emergency Response Site Plan (enclosed) Eagan, MN 55122-1810 1 Certificate of Survey ~ 1 MCBS SAC determination letter 651.675.5000 phone 1 Spea Structural Testing & Inspection 1 Soils Report 651.675.5012 fax Program Summary Schedule (enclosed) 651.454.6535 TDD Fire Stopping Submittals Other Please also sign and retum the enclosed envelope compliance certificate. MAINTENANCE FACILRV 3501 Coachman Point If you have any questions regarding the above items, please feel free to contact me at 651-675- Eagan, MN 55122 5683. 651.675.5300 phone 651.675.5360 fax Sincerely 651.454.8535TDD ~,~"y!7~. - J. Craig Novaczyk EJ~ SeniorInspector www.cityofeagan.com Cc: Jody Engles, Wold Architects & Engineers Enclosures THE LONE OAK TfiEE JCN/jh . The symbol of strength and growth CDBIdg Insp/Fonns/plan review foim letter in our community. ~lty 0~ Eapn March 1, 2006 Pat Geagan MAYOR Tom Ginter Peggy Carlson Bossardt Corporation , Cyndee Fields 8585 W 78"' Street Mike Maguire Mpls, MN 55438 Meg Tilley RE: THOMAS LAKE ELEMENTARY SCHOOL - COUNCIL MEMBERS ADDITION AND REMODEL Thomas Hedges Deaz Tom: CITV ADMINISTRATOR We have completed our review of the construction documents submitted in pursuit of obtaining a building permit for the above-referenced project. This review is not intended to be an exhaustive and comprehensive report. Unless otherwise noted, all references are to the 2000 I.B.C. It is our goal that this review will help you in complying with the applicable codes and we are, therefore, requesting that the following items be addressed MUNICIPAL CENfER 3630 Pilot Knob Road 1. The toilet room within the nurses room (B103) shall comply with apter 1341.0405, Item K, Sub item (1) of the Minnesota State Building Code (MSBC). Eagan, MN 551221810 2 provide an accessible sink and counter azea in room C103 per Chapter 1341.0411, 651.675.5000 phone Subpart 1 of the MSBC. 651.675.5012 fax 3. Indicate what the lazge room with two exits within the media room is being used 651.454.8535 TDD fOi. 4. Indicate the slope of the ramp within the mechanical room (B 111). MAINTENANCE FACILITY Please revise the plans to indicate the changes and submit revisions in duplicate. 3501 Coachman Point Eagan, MN 55122 Feel free to contact me at 651/675-5683 with any questions you may have regarding this 651.675.5300 phone letter. 651.675.5360 fax 651.454.8535 TDD S1riC0I01y, X/~~~~iG www.cityofeagan.com J. Craig Novaczyk Senior Inspector Cc: 7ody Engles, Wold Architects & Engineers Dale Schoeppner, City of Eagan Chief Building Official TME LONE OAK TREE . . The symbol of JCN/Jh strengih and growth in our community. ~ MAR 2 0 2006 STRUCTirRAL TESTING AND SPECIAL INSPECTION SCHEDULE Pro'ect Name: Thomas Lake Elementa Addition and Renovations Pro ect No.: 052177 Location 4350 Thomas Lake Road Ea an, Minnesota 55122 PermitNo.: (1) S ecification Type of Special Section Article Descri tion 2 Ins ector 3 Re ort Fre uenc Assi ned Firm 4 02200 Earthwork SI-T Weekl 03100 Formwork SI-S Per Visit 03300 Concrete Tests TA Per Test 04200 Prism Tests SI-T Per Test 04200 Masonry Ins ections SI-S Per Visit 05100 Structural Steel SI-T Pex Area 05200 Steel Joists SI-T Per Area 05300 Steel Deck Si-T r cr fu'ea ~ (1) Pemvt No. to be provided by the Building Official. (2) Use descriptions per IBC. Section 1704, as adopted by the cturent State Suilding Code. (3) Special Inspector - Technical, Special Inspector - Shuctural, Tesring Agency. (4) Firm contracted to perform services. ACKNOWLEDGMENTS Each appro re- e ive must sign below: Owner Firm: Inde endent School Dishict #196 Date: Z l~~/Du -Eeakner: Firm: v! o Date: 3 g/l~c K.q,NC(8C~ Architect:te Firm: Wold Architects and n¢ineers Date: Z11344 SER: Firm: BKBM Eneineers Date: 2 I o SI-S: Firtn: ~..r 'I.erf- h lor Date: tl TA: Fum: /~ru i4tis:°n Tec.L.nui qi zj Date: %F~ b G SI-T: Firm: /~o r f~~: -T~~-~-~'+'I:.r, i~C Da[e: 316 0 6F: Firm: K Date: .r-/7 - O C F: Firm: Date: Legend: SER = Structural Engineer of Record SI-T = Special Inspector - Technical - TA = Tesring Agent SI-S = Special Inspector - Structural F = Fabricator Accepted for the Building Departmen[ by Date: END OF SECTION 01410 ~[E ~V~' E oW Ep MWR 2 l 2nnr-~ No. 042110/042117 01410-8 Structural Testing and Special Inspection - ANDERSON-JOHNSON ~ O ASSOCUTLS, INC. P~ ~z.~ r~: 6ss.ur.rn3 LANOSCMEARCHITECT[IRE • SITEPLANNING • GV/LENGA'66RING s~srct>>+;z_?'rcoai c,iezai . xsv rt i.av;sxn 715 48 PT :,x r _ t arsslxo-;tzo HIL`Iei,R 6k24 SAS: Bi78462$4 1R, b€T.ftM • • • BUILUING ADDRES3: 4350 THOMAB LAKE ROAD ~ CONBTRUCTION TYPE:118 I OCCUPANCY CLASSIFICATIONS: AJ and E PROPERTYLME THOMAS LAKE ROAD ~h, EXIBTING DRNE ~p~N FIRE PROPERTY LINE ' q- - • - :..~„~„~,~m_=__=` ~ /r ~ e:/ _..I ; ~ _ _ G m . ~ ~ - ~ Ca I FIRE 'ItR METERi S FIRE SPRIN ER I o . EXI PARKINGLOT IS G UILDI \ EXIST G BUILDING E C7RI L OOM 8 I CONNECT O L DITION 0 . ~~1~1~lILL~ r i \ \---~6TING BOX BY FRONT ENTRY~~ \ \F`SI71NG ING LOT , ~ ~ , suBJECT: THOMAS LAKE ELEMENTARY SGHODL DATE: Morth 20th, 2006 COMMISSION N0: 052177 ' REVISIONS A REV. DATE G1.0 u ,p ~~nr M: C.~ya~''~'~-~II iIRV~,-~`k, #31 TO: TOM STRUVE, SUPERINTENDENT OF STREETS & EQUIPMENT LEON WEILAND, CONSTRUCTION INSPECTOR DALE WEGLEITNER, FIRE MARSHAL ERIC MACBETH, WATER RESOURCES COORDINATOR GREGG HOVE, CITY FORESTER JOHN GORDER, ASSISTANT CITY ENGINEER KENT THERKELSEN, CHIEF OF POLICE MARK ANDERSON, ELECTRICAL INSPECTOR MIKE RIDLEY, CITY PLANNER PAUL HEUER, SYSTEMS ANALYST SCOTT PETERSON, BUILDING INSPECTOR TOM COLBERT, DIRECTOR OF PUBLIC WORKS DAVE WESTERMAYER, ENGINEERING TECHNICIAN FROM: CRAIG NOVACZYK, SENIOR INSPECTOR DATE: 02/24/2006 RE: PLAN REVIEW - THaMAS LAKE SCHOOL ADDITION & RENOVATIONS 4350 THOMAS LAKE RD LOT 1, BLOCK 1, THOMAS LAKE SCHOOL The plans are in our plan review section for your review and comment. Please return this farm to my attention with your signed comments and the date of review within seven days. If you have any concerns with these plans, please so indicate on this form and notify and resolve these issues with the affected parties. If you are requesting that issuance of the building permit be held, please fill out the proper "hold" request form. Commeuts• Indicate any fees that are to be collected with the building perniit: AMOUNT ? Yes ? No landscape security required Z O N I N G? ? Yes ? No water quality dedication METER 3IZE ? Yes ? No park dedication ? Yes ? No trail dedication ? Yes 0 No tree dedication ? Yes ? No PRV Required Signatuxe Date CD/FORMS/BLDG INSP/PLAN FLEVIEW CRAIG N REVISED 9- 02 I r , _ E,40I2ANIl~i7M. „ ~ . • ~ ti• - #31 TO: TOM STRUVE, SUPERINTENDENT OF STREETS & EQUIPMENT LEON WEILAND, CONSTRUCTION INSPECTOR DALE WEGLEITNER, FIRE MARSHAL ERIC MACBETH, WATER RESOURCES COORDINATOR GREGG HOVE, CITY FORESTER JOHN GORDER, ASSISTANT CITY ENGINEER KENT THERKELSEN, CHIEF OF POLICE MARK ANDERSON, ELECTRICAL INSPECTOR MIKE RIDLEY, CITY PLANNER PAUL AEUER, SYSTEMS ANALYST SCOTT PETERSON, BUILDING INSPECTOR TOM COLBERT, DIRECTOR OF PUBLIC WORKS DAVE WESTERMAYER, ENGINEERING TECHNICIAN FROM: CRAIG NOVACZYK, SENIOR INSPECTOR DATE: 02/2412006 RE: PLAN REVIEW - THOMAS LAKE SCHOOL ADDITTON & RENOVATIONS ° 4350 THOMAS LAKE RD LOT 1; BLOCK 1, THOMAS LAKE SCHOOL The plans are in our plan review section for your review and comment. Please return this form to mv attention with your signed comments and the date of review within seven days. If you have any concerns with these plans, please so indicate on this form and notify and resolve these issues with the affected parties. If you are requesting that issuance of the building permit be held, please fill out the proper "hold" request form. to eenl fio keeP mv~ye oN ~3,. S, ~i~ S~~re -7here 4h~ Cotnments: I /))n SInPe~RVPn1L>? -77,a4/ 3-! Indicate any fees that are to be collected with the building permit: AMOUNT ? Yes ? No landscape-security required Z O N I N G? ? Yes ? No water quality dedication METER SIZE ? Yes ? No park dedication. ? Yes ? No trai] dedication ? Yes ? No tree dedication ? Yes ? No PRV Required ~ r S nature Date C /FORMS/BLDGINSP/PLANRPVIEWCRAIGN RFVISED9-02 j ' b L2 I) 'E * k (v a}'p`f S3y IfY ~ f S jF~9y. t Y'p fi ~~~],~~`~7~ $ } i~` HAI i,;;s~ #31 TO: TOM STRWE, SUPERINTENDENT OF STREETS & EQUIPMENT LEON WEILAND, CONSTRUCTION INSPECTOR DALE WEGLEITNER, FIRE MARSHAL ERIC MACBETH, WATER RESOURCES COORDINATOR GREGG HOVE, CITY FORESTER JOHN GORDER, ASSISTANT CITY ENGINEER KENT THERKELSEN, CHIEF OF POLICE MARK ANDERSON, ELECTRICAL INSPECTOR MIKE RIDLEY, CITY PLANNER PAUL HEUER, SYSTEMS ANALYST SCOTT PETERSON, HUILDING INSPECTOR TOM COLBERT, DIRECTOR OF PUBLIC WOI2KS DAVE WESTERMAYER, ENGINEERING TECHNICIAN FROM: CRAIG NOVACZYK, SENIOR INSPECTOR DATE: 02/24/2006 RE: PLAN REVIEW - THOMAS LAI{E SCHOOL AADITION & RENOVATIONS 4350 THOMAS LAKE RD LOT 1, BLOCK 1, THOrifAS LAKE SCHOOL The plans are in our plan review section for your review and comment. ' Please return this form to mv attention with your signed comments and the date of review within seven days. If you have any concerns with these plans, please so indicate on this form and notify and resolve these issues with the affected parties. If you are requesting that issuance of the building permit be held, please fill out the proper "hold" request form. Comments: . . Indicate any fees that are to be collected with the building permit: AMOUNT ? Yes ? No landscape security required Z O N I N G? ? Yes No water quality dedication METER SIZE ? Yes ? No park dedication ? Yes ? No trail dedication ? Yes ? No tree dedication ? Yes ONo PRV Required 2 -a y -06 , Sidnature Date CD/FORMSBLDG INSP/PLAN REVIEW CRAiG N ELEVISED 9- 02 9' n Ii~t ( Ui s~ y !~h~ 1~.~T ~1 ~1~"~ ~ ' ~ti.4. r ~vvlt e.~~~,~' _ ~Iv ~ ' #31 TO: TOM STRLTVE, SUPERINTENDENT OF STREETS & EQUIPMENT LEON WEILAND, CONSTRUCTION INSPECTOR ~ DALE WEGLEITNER, FII2E MARSHAL ERIC MACBETH, WATER RESOURCES COORDINATOR GREGG HOVE, CITY FORESTER JOHN GORDER, ASSISTANT CITY ENGINEER KENT THERKELSEN, CHIEF OF POLICE MARK ANDERSON, ELECTffiCAL INSPECTOR MIKE RIDLEY, CITY PLANNER PAUL.HEUER, SYSTEMS ANALYST SCOTT PETERSON, BUILDING INSPECTOR TOM COLBERT, DIRECTOR OF PUBLIC WORKS ~ r DAVE RAIzYi~R~CIIVL~ERIPIG.TCHNICIAN ~ ~ . CRAIG NOVACZYK, SENIOR INSPECTOR DATE: 02/24/2006 RE: PLAN REVIEW - THOMAS LAKE SCHOOL APDTTION & RENOVATIONS 4350 THOMAS LAKE RD LOT 1, BLOCK 1, THOMAS LAKE SCHOOL The plans are in our plan review section for your review and comment. Please return this form to mv attention with your signed comments and the date of review within seven days. If you have any concerns with these plans, please so indicate on this form and notify and resolve these issues with the affected parties. If you are requesting that issuance of the building permit be held, please fill out the proper "hold" request form. Comments: Indicate any fees that are to be collected with the building permit: AMOUNT ? Yes No landscape security required Z O N I N G? ? Yes No water quality dedication METER SIZE ? Yes ? No pazk dedication ? Yes ? No trail dedication ? Yes ? No tree dedication ? Y ? No PAV Re uired Signatu Date CD/FORMSiBLDG INSP/PLAN REVIEW CRAIG N REVISED 9- 02 ~ ~ r. F 9.~ '~s~ vr~ 6 Nu r ~ ~t~i~~~ "~~j }y,~~ r I~ k 1.R~~~ ~tYmti t~tljl~` ~ EIk~~~g~41.~~~M s #31 TO: TOM STRUVE, SUPERINTENDENT OF STREETS & EQUIPMENT LEON WEILAND, CONSTRUCTION IN5PECTOR DALE WEGLEITNER, FIRE MARSHAL ERIC MACBETH, WATER RESOURCES COORDINATOR GREGG HOVE, CITY FORESTER JOHN GORDER, ASSISTANT CITY ENGINEER KENT THERKELSEN, CHIEF OF POLICE MARK ANDERSON, ELECTRICAL INSPECTOR MIKE RIDLEY, CITY PLANNER PAUL HEUER, SYSTEMS ANALYST SCOTT PETERSON, BUILDING INSPECTOR TOM COLBERT, DIRECTOR OF PUBLIC WORKS DAVE WESTERMAYER, ENGINEERING TECHNICIAN FROM: CRAIG NOVACZYK, SENIOR INSPECTOR DAT'E: 02/24/2006 RE: PLAN REVIEW - THOMAS LAKE SCHOOL ADDITION & RENOVATIONS 4350 THOMAS LAKE RD LOT 1, BLOCK 1, THOMAS LAKE SCHOOL The plans are in our plan review section for your review and comment. Please return this form to mv attention with your signed comments and the date of review within seven days. If you have any concerns with these plans, please so indicate on this form and notify and resolve these issues with the affected parties. If you are requesting that issuance of the building permit be held, please fill out the proper "hold" request form. Comments• IndicaYe any fees that are to be collected with the building permit: AMOUNT ? Yes ? No landscape security required Z O N I N G? ? Yes ? No water quality dedication METER SIZE ? Yes ? No park dedication ? Yes ? No trail dedication ? Yes IX No tree dedication ? Yes No PRV Required 42 - Signatur Date CD/FOR /BLDG INSP/PLAN REVIEW CRAIG N REVISED 9-02 I3 °x ~}r re ~r ~t s 4(R r 5, f f " i iqill7~ #31 TO: TOM STRUVE, SUPERINTENDENT OF STREETS & EQUIPMENT LEON WEILAND, CONSTRUCTION INSPECTOR DALE WEGLEITNER, FIRE MARSHAL ERIC MACBETH, WATER RESOURCES COORDINATOR GREGG HOVE, CITY FORESTER JOHN GORDER, ASSISTANT CITY EPIGINEER KENT THERKELSEN, CHIEF OF POLICE ' MARK ANDERSON, ELECTRICAL INSPECTOR ' MIKE RIDLEY, CITY PLANNER PAUL HEUER, SYSTEMS ANALYST SCOTT PETERSON, BUILDING INSPECTOR TOM COLBERT, DIRECTOR OF PUBLIC WORKS DAVE WESTERMAYER, ENGINEERING TECHNICIAN FROM: CRAIG NOVACZYK, SENIOR INSPECTOR DATE: 02/24/2006 RE: PLAN REVIEW - THOMAS LAKE SCAOOL ADDITION & RENOVATIONS 4350 THOMAS LAKE RD LOT 1, BLOCK 1, THOMAS LAKE SCHOOL The plans aze in our plan review section for your review and comment. Please return this form to mv attention with your signed comments and the date of review within seven days. If you have any concerns with-these plans, please so indicate on this form and notify and resolve these issues with the affected parties. if you are requesting that issuance of the building permit be held, please fill out the proper "hold" request form. Comments• • Indicate any fees that are to be collected with the building permit: AMOUNT ? Yes 2~ No landscape security required Z O N I N G? ? Yes ? No water quality dedication METER SIZE ? Yes ? No park dedication ? Yes ? No trail dedication ? Yes ? No tree dedication ? Yes ~o PRV Requ'red T.~_ti . ~ l~ b c r -7 r Signature Date CD/PORMSBLDG INSP/PLAN REVIEW CRAIG N REVISED 9- 02 prj,il a~, _ ~ p a ~ ~ ,,3j~~, 'a t~ % a~x+`''`~.,`• ~ 5+.,'_"~ s 4Nf ~4ii3~+ I~~ '~i~I(+ k~' 3~) ~ z -a-ii v~~•4~r~~0*r~t#*~ ~ ~j3 k~ ~ tn&^. ; ~ e~' ~ h: .ta4tia~ca #31 TO: TOM STRUVE, SUPERINTENDENT OF STREETS & EQUIPMENT LEON WEILAND, CONSTRUCTION INSPECTOR DALE WEGLEITNER, FIRE MARSHAL ERIC MACBETH, WATER RESOURCES COORDINATOR GREGG HOVE, CITY FORESTER JOHN GORDER, ASSISTANT CITY ENGIIVEER KENT THERKELSEN, CHIEF OF POLICE MARK ANDERSON, ELECTRICAL INSPECTOR MIKE RIDLEY, CITY PLANNER PAUL HEUER, SYSTEMS ANALYST SCOTT PETERSON, BUILDING INSPECTOR TOM COLBERT, DIRECTOR OF PUBLIC WORKS DAVE WESTERMAYER, ENGINEERING TECHNICIAN FROM: CRAIG NOVACZYK, SENIOR INSPECTOR DATE: 02/24/2006 RE: PLAN REVIEW - THOMAS LAKE SCHOOL ADDITION & RENOVATIONS 4350 THOMAS LAKE RD LOT 1, BLOCK 1, THOMAS LAKE SCHOOL The plans are in our plan review section for your review and comment. Please return this form to mv attention with your signed comments and the date of review within seven days. If you have any concerns with these plans, please so indicate on this form and notify and resolve these issues with the affected parties. If you are requesting that issuance of the. building permit be held, please fill out the proper "hold" request form. Comments: Indicate any fees that are to be collected with the building permit: AMOUNT ? Yes ? No landscape security required Z O N I N G? ? Yes ? No water quality dedication METER SIZE ? Yes ? No park dedication ? Yes ? No trail dedication ? Yes ? No tree dedication ? Y s ? No RV Required ~ v Signatu e Date CD/FORMSBLDG MSP/PLAN REVIEW CRAIG N REVISED 9- 02 & 2006 COMMERCIAL PLUMBING rERMIT APPLICATIOrr : CITY OF EAGAPF 3830 PILOT KNOB ROAD, EAGAN MN 55122 651-675-5675 E" Date~_~ h~l~ Unit# Site Address ~S so ! ti•"`~ s Former Tenant Name TenantName %N ~ Telephone ) Property Owner ~ Contractor a K • ~ J Cit} ~C ~ Address 3 c- ~ ysa( - ~ L V s ZiP q,e Telephone # (LS( ) State .J License # ~ll 5- P '"t - Expires: 3 r t t Owner Contractor ~ Other The Applican[ is Bld~ ~odify stem"* Yes No Work in pu6lic r-o-w! easement. ace Irrigation Sy Work Typc _ New Sp a c e Remove RPZ _ p~g; _ New _ Repair/Rebuild _ Repl ~ Rain sensors arc re uired on irri ation s stems ~ Rf~t ZoinA Description oT Work . To inquire iFVressure Aeducine Valve a required on new service, call 651-675-564 Meters - Call 651-675-5300 to verify that hydrostatic, conductiviry, and bacteria tests passed nrior to pickinn un meter. Avg GPM 2" turbo req'd unless smaller size allowed by Public Works Irrigation Size & Type Fire Size & Price 3/4" meter $167.00 Avg GPM 1ncludes high demand devices? _yes _ Ha Domestic Size & Type No PRV Required _Yes _ Flushometers _ Yes _No Permit Fce $50.50 minimum (includes State Surcharge) 1% = 5 3 G G, 0 0 Permit Fee ContractValue $ 3G x LOfl Meter(s) ~ $ Radio Meter Read Required on all new buildings & boule~~ard irrieation svstems State Surchaige If permit fee is less [han 31,000, surcharge is 8.50 - If nermit fee is more [hxn S1,000, surchar-e fs 5.50 tor each SI =000 owed. ~ W ater Permit I I Following tees a-pplJ-when installmg new lawn irrigation syscem Plant I Call the City's Eneineerine Department. 651-675-5636, for required fee amounts s Treatment S Water Supply 8: Stora2e I S State Surcharee I II )I ~ , APR 1$ 7(1(1h ~J5 3 44, 5/ 1D _ Total Fee ~ I I I~ereby applc for a Commertial Plumb~i~e Pertnie and acknow~edee thal [he information is compleie and accurate; that [he ~~o~~ be in conformance wrth the ordinances and coda ot che Cin' oi Eaean and ~~'ith the Plumbine Cod es. that l imderstand this is not a pennit but only un aPphca[ion for a permi[, and work is no[ to d appro >tart ~~~ithou[ a perntiC thzt the work will be in accordance Ncith the approved plan in tne case of wor;`ch re fe `e~nva~f plans. Applicants Signatuce Applicant's Printed Name , . ` CITY USE ONLY REQiTII2ED IN5PECTIONS: 1~ U.G. X/ Air Test _ Gas Test a Rough In ~ Final PLAN5 SUBNIITTED APPROVED BY: J u ~r . BL1ILllING INSPECTOR General Information . Radio Meter Read (required on all new buildings. Boulevard irrigation systems may require a radio read -$141.00 • RPZ's must be tested every year and rebuilt every five yeazs. Test results should be mailed to Paul Heuer at the City of Eagan. . A minimum fee pemut per address is required for the following RPZ's: new, rebuild, reoair, remove. . W ater meters include copper horn/strainer, remo[e wire, and touch-pad meter. METERS RE UIRING 4-HOUR ADVANCE NOTICE PRIOR TO PICK UP GPM METERS USE PRICE GPM METERS USE PRICE I-20 5/8" residential $130.00 4-120 1-1/2" irrigation Syst $ 827.00 displacement or turbine** pu6lic Works maxtmum small commercial . must approve continuous meter size 10 2-30 3/4" lawn irrigatlon $167.00 4-160 2" turhine lazge imgation $ 1,040.00 maximum displacement residential system & continuous or production lines 15 small commercial 3-50 1" displacement lazge residential $210.00 1/4 to 160 2" compound bldgs over $ 1,962.00 bldg to 24 units 65 units maaimum small commercial & con[inuous & large comm bldgs 25 irri tion sys[ems $515.00 5-100 1-1/2" 25-64 unit bldgs mawcnum displacement & continuous most comm bldgs 50 METERS REOUII2ING 30-DAY ADVANCE NOTICE PRIOR TO PICK UP GPM METERS USE PRICE GPM METERS USE PRICE 5-350 3" turbine very lazge irrigalion $1,394.00 6-500 compound +300 unit bldgs $3,864.00 system & production & very lazge lines comm. bldgs 1/2-320 3" compound +200 unit bldgs $2,516.00 10-1000 6" compound +400 unit bldgs $6,436.00 verylarge verylazge coaun bldgs comm bldgs 15-1000 4" hubine verylarge $2,495.00 irrigation systems & production lines Comments • To schedule inspection of the inside water line and back0ow preventer, call 651-675-5675. • To azrazige for water tum-on, ca11 65 1-67 5-5 200. cc: Utildy Division Systems Malyst January 2006 2006 COMMERCIAL PLUMBING PERMIT APPLICATION CITY OF EAGAN . 3830 PILOT KNOB ROAD, EAGAN MN 55122 651-675-5675 Date Site Address Unit # Tenant Name Former Tenant Name Property Owner Telephone # ( ) Contractor Address City State Zip Telephone # ( ) License # Expires: The Applicant is _ Owner _ Contractor ^ Other Work Type New Bldg _ Modify Space _ Irrigatinn System** Yes No Wark in public r-o-w ! easemen[? _ RPZ _ PVB: New _ Repair/Rebuild _ Replace _ Remwe Rain sensors are re aired on irriation s stems Description of Work To inquae if Pressure Reducing Valve is requved on new service, ca11651-675-5646 Meters - Call 651-675-5300 to verify that hydrostatic, wnductivity, and bacteria tests passed prior to oickine uo me[er. Irrigation Size & Type Avg GPM 2" twbo req'd unless smaller size allowed by Public Works Fire Size & Price 3/4" meter 167.00 Domestic Size & Type Avg GPM Includes high demand devices? _ Yes_ No Flushometers _ Yes _ No PRV Required _ Yes _ No PCrotit F¢¢ $50.50 minimum (indudes State 5urchsrge) ContractValue $ x 1% _ $ PermitFee $ Meter(s) Required on all new buildings & boulevazd 'uneation svstems $ Radio Meter Read $ State Surcharge If oermit £ee is less than $1,000, surcharge is $.50 If permit fee is more than $1,000, surchazge is S•50 for each $1,000 owed. Following fees apply when installing new lawn irrigation system Y Y` Watei Permit W Call the City's Engineering Deparimerrt, 651-675-5646, for required fee amoums $ Treahnent Plant $ Water Supply & Storage $ State Surctiarge $ Total Fee I hereby apply fw a Commercial Plumbing Pertnit and acknowledge Nat the info`mation is comple[e and accurate; that ihe work will be in conforaiance with the ordinances and codes of the City of Eagaa andwith the Piumbing Codes; that I understand this is nol a permit, but only aa application fw a petmil, and work is m[ to star[ without a pertnit; that the work will be in accordance with the approved plan in the case of work wltich requrtes a review and approval of plans. ApplicanNs Printed Name ApplicanYs Signature ~oolo .~'So So ~FIRE SUPPRESSION SYSTEMS PERMIT APPLICATION City Of Eagan 3830 Pilot Knob Road, Eagan Mn 55122 . Telephone # 651-675-5675 Fax # 651-675-5694 Requirements: . 2 complete sets`of drawings and specifications , cut sheeu on mateiials and com onenu to be used ' • Date 7 b Co ? ` _ , , . , , Site Address: 356 fiho yn as L a(Ce IG Za9a n rnk7Tenant / Building Name: i~ 17 - The Applicant is: _ Owner ~ Contractor _ Other uUb . . . . . . , . , PROPERTY OWNER. orQ,j Qn Sc.koo ( 01'Sfre ccT Address: City: State: Zip: CONTRACTOR A wt'e Kyt u ' Sared cc e x'*4,_ MN License fd'a ao 5-1 Address: 3Sd UJ • Ce u nt'~j 2~. L City: J?'OS ew 61e State: Yrivq, Zip: SSSfC3 Phone#:e. 6-1 '6 3 ESTIMATED COMPLETION DATE: _ $ / 3 1 /0(. FIRE PERMIT TYPE: _ Sprinkler System of heads Fire Pump Standpipe Other:,/-~A C~xtsfii wG Aize A4crewt Sv6te.m WORK TYPE: _ New Addition Alterations _ Remodel Other: . : . : . . . . . DESCRIPTION OF WORK: : Commercial :Residential ~ Educational Other: Please continue on reverse side -,r-~:-~j,,, ~e i7-~,..:,•. ; i •a,,, PERMITFEE: $SO.SOMinlmum Fee(includesStataSurcharge):: . . . . . F'~6 a G ContractValue $ 3 g61-68 x .Ol ' ' PermitFee , . . . : • If Permit Fee is $1,000 or less, add $.50 State Surchazge If Permit Fee is over $1,000, add $.50 per $1.000 Permit Fee 3/4" Di,splacement Fire Meter - $161.00 $ TOTAL FEE: g 40F8~4 S6.6Z , , . , . . I hereby apply for.a Fire Suppression System permit and acknowledge that the- inforniarion is complete and accurate; that the work will be in conformance with the erdinances 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. zl~ r Y. V L. £h, (L y Applicant's rinted Name pplicant s Signature , - _.DO NOT WRTI'E BELOW THIS LINE ' •~l,l~h~~~T.I~/~~+n~t: ° 4 ~ liTd~*`~ t ~9~;R4 t C9pi(j1h01]~SgK~'1~',' 5..+I~ q]4~N~j~ ~ ,LR~II " S `m § .t~{)i ~kA L ~ ~ Ek ~$pn',.- s~ ~ rw ~ - - - - - - - City of Eap ; Pertnil# ~ I Permit Fee: 3830 Pilot Knob Road Ea an MN 55722 g I Date Received: Phone:(651)675-5675 I ~ Fax: (651) 675-5694 j Stan: 6.4. i - - - - - - - - - - - - I C,~ I l~ l~- b`'l 2009 COMMERCIAL BUILDING PERMIT APPLICATION Date; Site Address: Y3s" Caks QA L*)&,, Tenant Name: (Tenant is: _ New I_ Existing) Suite PROPERTY OWNER Name: %l.uw,. s Lk~v ~~j.nt.?~~Hud/Phone: Address/City/Zip: yZS(j '//no....or ~a/r[ £RCia.? A/tN 3-ri ZZ Applicant is: _ Owner X Contractor TYPEOFWORK Description of work: /loce v6 Construction Cost:3 7ao0- LLSi5 CONTRACTOR Name: &%e Ia> T 1, u '7__~dNsNe1 License Address: /315- f/rrdT City: A/l~/o/r y/src,~~s State: ~ ~i Zip: S-S'7Z V Phone: 0'00, 9VG,.?3/a6 Contact Person: jCrR, S ARCHITECT I Name: &i'Sdn/ CNV14«e-I ~?G Registration ENGINEER . Address: ~Z`~ / A~s,, arw State: 154AI Zip: S7S~ /147 Phone: GS ~ - fl - 2-62 Contact Person: ~~i 14141C.-j Licensed plumber installing new sewer/water service: Phone ti: ` NOTE: Plans anal supporting documents that,you submit are considered ta be public information: P6rtions of tfie infarmation m,ay be classified as nnn-pu6lic. ii you provide speciiic_reasons thai wou/d permit ifie City Yo canclude-that the are trade,secrets. I hereby acknowledge that this information is wmplete 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 he in accordance with the approved plan in the case of work which requires a review and approval of plans. x ApplicanYs Prin d Name Applic t SignatuM Page 1 of 3 DO NOT WRITE BELOW THIS LINE SUB TYPES _ Foundation ~ Public Facility _ Accessory Building _ Apartments _ Commercial llndustrial _ ExteriorAlteration-Apartments _ Lodging _ Greenhouse / Tent _ Exterior Alteration-Commercial _ Miscellaneous _ Antennae _ Exterior Alteration-Public Facility WORK TYPES _ New k Interior Improvement _ Siding _ Demolish Building* _ Addition _ Exterior Improvement _ Reroof _ Demolish Interior _ Alteration _ Repair _ Windows _ Demolish Foundation _ Replace _ Water Damage _ Fire Repair _ Salon Owner Change n MA'KG W~L 'Demolition of entire building -give PCA handout to applicaM DESCRIPTION , ~ f~~ Valuation ppp Occupancy P, MCES System Plan Review ? Code Edition SAC Units d (25%_ 100%? Zoning City Water Census Code Stories Booster Pump !t of Units O Sqeare Feet PRV # of Buildings ~ Length Fire Sprinklers Type of Construction Fj Width RE4UIRED INSPECTIONS Footings (New Building) Sheetrock Footings (Deck) Final / C.O. Required _ Footings (Addition) ? Final / No C.O. Required Foundation HVAC Drain Tile Other: Roof: _Decking _Insulation -Ice & Water _Final Pool: _Footings _Air/Gas Tests _Final ? Framing Siding: _Stucco Lath _Stone Lath _Brick Fireplace: _Rough In _AirTest _Final Windows ~ Insulation Retaining Wall Meter Size: Final CIO Inspection: Schedule Fire Marshal to be present: _Yes '/No Reviewed By: cgm~,' , Building Inspector COMMERCIAL FEES Base Fee 132 ,7S Water Quality Surcharge 3.00 Water Supply & Storage (WAC) Plan Review $G .?f/ Storm Sewer Trunk MCES SAC Sewer Trunk City SAC Water Trunk S&W Permit & Surcharge Street Lateral Treatment Plant Street Treatment Plant (Irrigation) Water Lateral Park Dedication Other: Trail Dedication Water Quality TOTAL # 227-- 0~ Page 2 of 3 . IltY Of E. nnike naaguire February 18, 2009 Mavors Paul Bakken Jeremy Stapel Peggy Carlson Everlast Climbing Industries Cyndee Fields 1335 Mendota Heights Rd - Meg Tilley Mendota Heights, MN 55120 COUNCIL MEMBERS RE: Ciimbing Wall Installation at Thomas Lake Elementary School,' 4350 Thomas Lake Rd Thomas Hedges CIN AOMINISTRATOfi Dear Jeremy: We have completed our review of the construction documents submitted in pursuit of o6taining 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 MVNICIPAL CENTER following items be addressed: 3830 Pilot Knob Road 1. Provide a key plan designating the location of the proposed climbing wall. Eagan, MN 55722-1810 2 provide the flame spread and smoke developed indexes. For the plywood panels 657.675.5000 phone used in your climbing wall system. Referenceing Sections 803.1, 803.4.1 and 651.675.5012 fax Table 803.5 of the 2006 IBC for requirements. 651.454.8535 TDD Thank you in advance for your attention to these matters. If you have any questions, please contact me at (651) 675-5683. - MAINTENANCE FACILITY 3501 Coachman Point Sincerely, Eagan, MN 55122 651.675.5300 phone 651.675.5360 fax 651.454.8535TDD Craig Novaczyk Senior Building Inspector www.cityofeagan.com THE LONE OAK TPEE The symbol of strength and growth in our community. a . _---_1 n CitTj Qf 1J h"4](~f]n I Permitlt: 7b~~d-I I ~ U [16[!ll i i 3830 Pilot KnOb Road j Permit Fee: jV•SD I Eagan MN 55122 j Phone: (651) 675-5675 ~ Date Received: tot- Fax: (651) 675-5694 i ~ . ~ Staff~ I 2009 COMMERC~IAL PLUMBING PERMIT APPLICATION Date: 2/0/ SiteAddress: "`1~XJ If(VYl~y /-~[.~J Tenant: n lAk& Suite#: PROPERTY Name: J-Db dfl`l(y Phone: OWNER CONTRACTOR Name: wI~ZC/i~~I FYLUTA-,41 Plkftlk License#: ?XA~-7W Address: I~c) Af':.~dll.l' a - City: State: MM Zip:55la4 Phone: W V 1`4,'W^/..JS Contact Person: TYPE OF _ New Replacement Repair Y-Rebuild Modify Space _ Work in R.O.W. WORK ~lJ ~j Description of work: PERMIT TYPE COMMERClAL _ New Construction _ Modify Space _ Irrigatlon System ( yes no) RPZ PVB) • Rain sensors required on irrigation systems • Avg. GPM _(2" turbo required unless smaller size allowed hy Public Works) Meters Call (651) 675-5646 to venry that tests passed prior to pickinp up meter. Domestic: Size & Type Fire: Size & Price 314" meter 203.00 Avg. GPM High demand devicesT Yes No Flushometers Yes No COMMERCIAL FEES: $50.50 Minimum (includes State Surcharge) OR Con[rac[ Vaiue $ x 1% PermitFee Required on ALL new buildings and boulevard irrigation systems Fiadio Meter Read - If Permii Fee is less ihan $1,000, surcharge is $.50 MetBr(S) . - if Pertnit Fee is > S1,000, surcharge increases by $.50 ior each $1,000 $1,000 Permit Fee (i.e. a$1,001-$2,000 Permit Fee requires a$1.00 surcharge). State Surcharge Following fees apply when installing a new lawn irrigation system. $ Water Permit Cell the City's Engineering Department, (651) 675-5646, tor required fee amounts. $ Treatment Plant $ Wa1er Supply & Storaqe $ State Surcharge TOTAL FEES 8 5V.~ I hereby acknowledge that [his infortnation is camplete and acwrate; that the work will be in coniormance with the ortlinances antl codes ot the City of Eagan; thal I understand ihis is not a permit, but only an application for a permit, and work is not to stah without a permit; that the work will 6e in accordance with the appmved plan m he case of work which requires a review antl approval oi plans. X~.il.l 111.1ii t"` 1 IW `iprl X ApplicanYs Pr ted Name Ap i nYs i t re~~~~~N p ~o- r Page 1 of 3 . ~ . . . r . . . . ".L~} . ~ ~ . . . ~ . ~ . ~ , . 3• ~ ~ ~ ~ ~ . ,.a.~ ,t ~ ~ . . . \ . . ~ . ~ ~ ~ ~ : ~ , ~ ,r:;r ~ d ; ~ ~ ~ . a~ ° 'a?"" ~ J F - ~ ~ _ 90 ~tN , ~ rri~ Z~~ ~ , ~ ~ -OU1 _ ~o'0J r~ ~ N ~ _a~ x~ - ~r ~ / , _ w~-_ - . iil~ - - Q , a -,~O~p6~___ t` p~ , tli v ~ ~ / ~ „gZ - ~q z~ / oL N ~Q ~ , , , ~ ~ ,~;i, 0 _ p~ 0 ~u Q, ~ ~ , , ~ r-- ~ ~ ~ . I ~ ~ ~ ~ ~ o'I ~ . . , . i . : . . ~ ' ~ > LL ~ ~ Q . / a~ ~(4,~ pj~; ~ l H ' ~ ~ ~ / s' ~ u~ ~ ~ . _ - ~ / n o° , Q~ . - _ :Q ~ ~ _ _ _ ~ ~ ~ o a- ~00 ~ - o I 2~0 ,d o ~ ~ - o aw , ~ ~ ~ o~ v ~ -a , A , F-_ ~ . : _ ~ , F Q , , a~,, ~ . W ~~Q 9 _ ~ ~ ~ ~Z ~ Q +~0 ~ ~ ~ ...;A ~ ~ ~LLw tr , ~ ~ 'o .pZ _a a ~ ~ • ~ , ~ zQ ao ~ / _ ~ ~o~. \ 3 Z , ~ ; , o ° ~n \ W : ~ ~ ~ z W ~ ~ / ? 1 , J W ' Q ~ Q F- ~ ~ y r . ~ , ~ ; ~ p O U . ~ Q ~ / , x ~ ; . • . ~ Z : Q ~ "0~ ~ _ ~ _ a s ~ ~ 4 , a ~2 , N ~ , , i ` a ~ ~ • ~ a ? 00 , q. • ~ ~ , u ;p U~ : D ` . ~ 06 > ~ • ? ~ ' j . ~ S : ' ~ : . . . ~ . r ~ : ~1 • ; ~ ~ . ~ . . ~ ~ ° . ~ . ~ Q. i a ~ I ~ • • ~ f: ' ~ ~ ~ ~ ~ ~ ~ Y ? U d- N ~ ~ • _ ~ . ; u7 ~ ~ • v ' - ` ,oo ; ~ . . ~Q ~ ~ ` h , , . . e~~~~~~ . Q W . ~d a ,~pl ~ , LL W <; , : . . . . . : . . W I o : : . > :::::::::::::::::::::<:::::;>:::::::;::;::;>:<::::::<:;;::<:;::::><::<:;::::>;;::::::;:::::::>;:>:..., : . ~~1 0 . ; : <.>::;:::;:<::>:.::.*..>.:. : ;:.;:::;::.:,.>::::.:::;..:;::>::::<:>><::;;'::::::.;.;::<:::.:«:,:::..:>:;. ~ ;::.;;`':2::'r:>: ::;::<:t::<>::::i<::::: :;:;:<'<':;<;:::':;::;::;`:;::i;;<;;<:::;:::::::;s;:: ::<::;:;:< l ~ ~~.w:~.;.~:>::<.~;::.~~::::t;~~.~:~:~,:.~>:~.:::>::::;:~::~:::~.o:.~:;:~:~'~;;~:::~ • . . .:,.'r, <R.;6:.:~:~:::e;l+:~:t:;:i:::>`;?:;~:::'';;;:t:?:::~:~~:::>::2> :::::.::::::::::::i:::;;:;;;:;:i.:;:~::;:;: . ~ I ~ ! 4, . . `.~ri,.~:.,::;:.~.~..~~.~:.:;:r:i;'s';ir:J>:~f,::i::~:::~.~.:.::...:,.::~:::.;.;:.:>~:>~::.;::::;.~.~'.::.~:::~:~.;:.:~:..;~.~>::s~.~:>:.~~:.<..,.;~:.:; . ' . , ; . ~ . v. : y:.;...:3.^.;;;'" , O Z 0 W Z W O W S I >.:..;..;;'.>..:a w , ~ , ~ ; ~ . ~ J.'.¢ (n W~~.I- 0:~-. a. 7 ~ - ~ ~ . ~ , / W ~ W Q . . . . ~ ~ W in ~ F- ~ . n- a C9 - Z p . o . ~ „ ~ ~ ~ . . . . . . F=- N = W W , . . . . . Q ~ ~ - Z . . v~i ` • ~ `t' v- ~ . ~ ~ ~ ~ M-~ 'S F- r ~ Z . . ~ . ~ ~ U J ~~W ~ ~ ~ ~ . ~ ~ ~ ~ ~ ~ Z ~ , n~. ~ ° ~ o ~ a ~ ~ ~-~~aiu~ Q ' o~ , • ~s.,, ~ ~ a ~ o W a~~. Z ~00 1 ~ , z~ ~ S1 ,SS N mo~~ O=~ o _ w~ Q ~ ¢ ~ Q ` _ . o ~ ~ v o x -a ~ a ~ y _ rp x ~ ~ 2 z ~ ° ~ sr: . . _ . Oz ~ p ~ ~ _ ~ W N ~ ' 0.0 , a z ° tY ¢ w : : W~-., ~ a ~ ~ ~ ~ tn m a 0..'~ ~ . ~ ~c~ . ~w ~ ~ . _ t~ ~ ('3 W ~ . ~ - Vi l) ~ 9 ~ ~ m ~ . ~ ~ _ d ~ ~ d ~ ~ ~6 . ' . . ~ . . . . 4 . - • , ~ Y ~ z ~ ~ a _ -:~_u O r - 4, ~ _ ~ " w p ~ll: ~W ' " ~ ~ - 0~ n ~ Q,y~ _ . ~ ~ . „ . ~ , ~ t? u a, ~ ~ u3.~ F , X, ~ ~ ~ : , . ~ . , I ~ ° J . - = ~ tly: ' i , • - f' i .y.. ~ ~ ~ ~r ~ _ 3 ~ i~ I x S ~ m ~ - ~ ra . ~ S a Q z ca __i r • ~p 9 ~ ~ ~ ~ ~ " , - - ~ O ~ t~6 0 Z~ 9 4. ~ ~ ~ ~ ~ ~ ~ Q . ~ 6 ~ ~ ul ~ ~ ~ ~ ~ ~ ~ s ~ . _ ' r~ R~4~~~~- . ~ . . . . ~ ~ T,.__. ~,y ~ _ , ~ ~ ~ ~ ~ ~ S ~ , 0 ~ . ~ ~ 1~+ 1+1f' `~b~i~ A ~ . . O . . . ~ ~~„}y~,~- ~ f ~ _ ~ ~ ~ ' , ~ ~9. p . j i ~ i ~ Q p. N - ~C 2 . . . ~ ~ ~ . . ~ ' il.~ . J : . , . . ~ ~ u__ _ .t@ ~ . ~ ~ z 3 0 ~ ~ ~ . . . ~ . . ' ~ . . ..7 C~ ~ 1 ~ ~7 u ~ , ~ ~~~p ~ . _ . . . ~ . ~r~~ . ~.¢R?~S~J~~.~ S 1/~ ~ ~ ~ . r r ~c., ~ . . / . : ~ t, f ~ ~ : . . . 1.k~~. ~ . q ~.u~~) . : ~ . _ Z . ~ . , 1 ~ ~ , ~ ` ~ S~L._ 1 . . ~ . V 3 ~ ~ U . . . ~ ~ ~ r, Q , ~ . _ N . , , ~ d ~ ~ ~ v. a ~c° ~ ..5~ ~ ~ ~ ~ ~ ~9~~ , , 0~0 ~ ~ ul • ~u s_-~C _ . ~ ~ ::i„t. J ~ ~g ~ ~'S,':.._~ ~4~~' ~_9-~~-~ r :'w "-1 J , , ~ ~ Z a ~ ~ Y• ~ / ~ . . p ~ ~ r~ . ~ ~ . ~ ~1 ~ ~1~ ~ ~ ~ ~ ~ j ~s. 0 0 : ' c ~ E~,...~ ~ OD . , . o Z - ~ ~ ° - " ~ ~ ~1 ' ~ ~ ~1 ,,L~ ~ r _ N . . ~`1~... _ ~ ~ ~ti) ~~c;~ . _ - _ _ _ ~ ~ ~ _ ~ ~ a r~ ~ c ~ - _ _ Z' . . . ..,~--Z . , _ . zM fd'`_ _ _ . . . - a . _ - v ,il ~ s. , N K I ~ r d' ~ \ \.rti-~' w ~ _ ~ ~ ~ ~ ~ , y, ( ~1 ~ . ~ ~ „ . ~ N . ~f ~ .O ~ . . : . ~ ` ~ r- ~ ~ `t`~ ~ h-~~ . N N S ~ ~ ~ ~ f ~ ~ Q 4'~-.:3 ~-I'~7.~5"- '7 p~ ~ ~ ~ ~ a~ ~ ( ~ i~ a~ ~ ~ ~ ~ . / J ' _ U ~ " . Z ~ 6 . . 9 ~ ~ , ~ B~' Il, , 6 . ~ ~ ~ N ~ ~ ~:,;w,.~ _y - ` r ` ~ ~J N k . . tQ 5,. ' ' 4 ~ ._lJ i ~ ~ 3 . , ~ . ~ ~ ..~~Z ~ ~ o ? ~ N~ : : . _ . : ~ . . . . . y , a-~ . ~ < < \y\.~\ ~~.dy.~~.~' ~,J~3 - . I . . . ~ . . . . ~'C T.,._~ r°, y~i . . . U r~. t,i~ ,r,; . . . , ~ 4 ~ . . . : . . . . . . „ . , . ~ . . ~ . . . . . , . , / i . a , , , :.:,:::::::;~::;;:>::;~,:y~~ M...:.:. ~~c-~.>ua ~ ~ .a, ~ :r~~,:.:::~..~.:: . 14.~.~: ~ ~ . ' . ~v ) . .i._.."~B ~4~-\~C~E ~1~ ~ _ ~ ~ ~ , V.. _ _ > . . ~ ~ i J ~ Sj ~1 ~ , , _ ~ : ,~1 ~;~3 ~ ' ' , ~ . . ; . ~ , : . . . r w ~ ~ . . . ~ ~ ~ L- S , , . . ! ~ , : ~ ~ . ~ _ ~ t l..i;`r.~Y:::: ? , : . . . . ~ . . ~ ~ . . ~ . ::i::':.. . . . . . . _ ~ ~ 6~ 9' ~ ~ t~g Q . r. . . . , , . , . ;:<i . : . ~y ~ . . ' ~ ~:i.~:.,.':`r. . _ _ - y ~ . . . . . . • : .j..~',:2' . : . 1 . . . . . ; ' . ' . ~ ~ : W~ ~ , . . . . . . ~ .:°r. . , ~ ~ . . . , ~ . ~ , ~ ~ !I ~ . : F~ . . Y < ; 6' `~=`_'-J . s ~ . ' . . ~ . ~ . it~~ t::i::.'~. ` . . . j . . . , ~ ~ • • • . ~ ' . vl m ~`r~ . r„_ ~ ~ ~ ~ a ~w ; = t , 1 ~ ' o ~ : , a~:...:: : . Q ~ ; ~ ~ ; ~ ~ OD . ~ ~ ~ ~ . :x~::::.~ ~ . ~ - ~ ~ ~ ~ ~ ~ _ ~ ~ ~ ~ ~ ~::::::::z~ ~ J - Q~ r - i 2 ~ , ~ ~ ~ ~f~~~': ;:>'~`::,.>,;:`:',.:`;`::<~;t.',:>:; ~ ~ ~ . I + 'C:':.:::.,:::.".: ~ ~ - ~ ~ ~ . -t~1 . ,i ; ..~.;:;::..'•..~..r , ~"'tl' ' ~ . . ' , P OD ' ~ ~ Z ~ ~ . ~ ' `~N -~e1 -J ~ • ~ t~'::::~ ~t,~, ' . . . . N'Y . , 7 1~.. . \y ~ . ~ :4 . ~'V'. :~:::•.:'i.~'::'. r ~ ~W~ . . . , : ~ ' ; , , ~y ~ : i ~r: :~?;t . ' ~tFX^~ ' Z x • ~ \ , f . ~ ~ ~,1 ~ . : _ !y,}~,. ~ f . ' ' :~';t~. . . ~ P l ~t / .l; ;...R'~.~:.. ~ . 1 ~ ~ . - . :f''.;::.'•:,: . Sv t ~ a f ~ ~ . ~ _ ~ ` ~~9s : 1 e , ~ o ~ ~ > ~ / ~ ~t-o , ~ p~v `u ' `.:`:r~:~' :s~:.t.;. ;~;:;:`.'?::;~:<:`''`;;;;<.. 0'~ F._: `q / s, ~ , Z , 1 / , ~ ~ I 1 -aoao ~ , . ! 3 ; ~ h i ~ ~~ar ~ ~r . 1~ ' _ '~a> 4: ~~~r~,~ : ~ xo a 1 ~ . : aN / e WH, j~ o ~ 1 ~,cv ~ t ~ ; . ;;`;>:``;'i''^`:;.; ' . , . ~ ~ ~ ~ 7 :CI_' ' ''~'~.e?0 ~ ; p, , , y~, ~ Q / ~ i ~ . ~ f ~ ~ ~ „9 ~~?.!P ' ~ ~ J ~ ~ ~7~0 ~1;"`:':.'•:i'<:;:.'. . ` ~ ~ ; , . : a / r ~ ~ ~ , ~ . l . J . `:~'~~'r~l`~ ~ . ~ ~ ~ ~ r. - 0 ~ a 1 3 ~ o _ N 0 0 ~ ' ~ N ~ 1 ~ . . ~ ~ ~ . . ..t . ~ i :.'',..`:,•;,::~,.;,r'.; ~ . . . . 'pa...~.,..a..._,~. ~ ~ . . . . l . . t . : Ztl.~~ , ~ . !i , ~ . , . , ~ . j'.:. : , . ' . . . , . ~ . . . ~ ~ . ~ ~ ~ . . ~ .~~.i . . ~ . , y.~.. 1.' . . ~ ~ ~ , r , o ~ • ~ / ' , ..b ~ . . ~ . ~ . . . , . oC . dW ,._.,t ..b , ~ . , , ~ J . : ~ . , , , . _ . ~ ' ; ^ : ::t~- . , , ; ; • . . ~ , , : - co . - . . ~ . . . . ~ ~ . . , ~ ~ ~ ~ ~ ~ e p~ U ~ f . . s> u~~u o ~;o , ~~b~ ~ . . \9 ~ . . . . ~ . . . . . . os ; . , ~ : n < : , , ~ . : . . . . . w ~ ~ ~ - ~w y ~ v>;~.;~::.'..>-.::. > ~ , ~ ~ „ f ~ . . . ~ 4 . . ~ ~ . . ~ . . ~ ; ~ ~ : . . ~ . \ as. 1 < / ~ ~ 6 ~ S . ~i': ~ ~ s.< : x ~ i , . ~ o \ i ~ Q 9 ~ ~ ~ ~ t ~ \ ~ s. ' ; ~ \ o <s ° ~ \ - ~ , . ~ _ ~ , r, ~ ' . ~ . z . . . . . ' ~ . . . ~ \ s~ :s ~ ~ ~ ~ ~ . ~ ~ 0 , r ~ ~ al ~ ~ \ , , . ; ~ ~ ° ~ ~ . ~ z~, 1 ~ , " . , ~ w p N' ~ J ~ d i f r • , ~ \ ~ , : o~ ~ ~ , Qh / ~ Z a ~ r. rZ -u? e r ~ t~ - W \ ' ~ Z~ '~I- _ Q?J x7 . r ~ Ntv . ~ ~ ~.R ~.'w.«. ~ r~:~, . ~ ~ . ~ ~ ~ ~ . . . . ~ ~ ~ . . . ~ . . ..:t:'•:.. . . ~ . . . . ~ . . . i . . . . ~ . . . ~ ~Q ~ . . QQ . . . ~ . - . . \ ~ . . . . . . . . ~ ~ ' . . . ~ ~ ~ ,N . ~ . . . . . , . . . : ~ . ~ W ' Z ~ r Z _ . . . _ , o . a Q ~ " . . . . ~ . . . n;: ~ ~ . . . ~ . . ' . . ; : . . . . . . . . . ~ ~ ~ . . . . - . ? . \ . ~ . ~ . ' . . ~ ; J~ x.,~Q~n ~a N, ~ ` ~ ~ ' ...c.~ - . . . . . ~ ~ . ~ . . . ~ ~ ~ ~ ~ ' NQ Qa ~ ~ : . ~ \0 0~ ` ~ M6 o rom F \ • a~ Z r'~ ~ ~ 1 ~ . :;:?2;:::::';: ..y,>:'i;?;:';i;~':' Na' ~ Q r,, { -O~ C w ~y~ xLz ~ . . . - . ~ ~ 7Y. ~ ~ . . . ~ . . ' Y.~.. . ~ ~rV;.~ W F w , , . ~r; ti ~ , ro p : ~ Q ~ Q z , , a . W ~ Y \0 ~ ,_r ? W 0 ,1.:;; W Z d1 t7 .f, ~ ? a oc W W ~ ' Z ' 1'' . ~ . ' . . \ % I . 1 ~ ~ ` ~ . W W ~ - ~ . . ~ . ~ n~~ ~sr . . :n., ` rw 0 3 W ~I{- ~ N . W 3 w (p ~ ' ° S ~.r. ~ ~ . . ~ 1 ~ . ` Q y~ ~ ~ ' Q. ~ ~ ~ Q (n ~L, Q x e'^~ (J , Y o F' „ .p , I-n ; ! Q~ ~ a z y. ` : > Z 1 ~ ~m Q ~ Q w . W . . . . _ _ , ~ r : wQ _ Q , W°~ ' k O ..Ji ~ . - U 3 _ ~ m ~ , z ~ - . . Z , . x W W - p I~~G ~ • Q t!1 _ i` ! > ~ m. Q Q 7 rl~ . w > . ~ Q_ : ~ ~v . \ • U ~ _ ~ ~ 1 0 - s o U W o ~ ~ ~ . y ~ ~ . oW ° ~w?- , 1 _ F' ~ = W _ o; ~ ~ . ~ r ? ~ a ~ o„_, - ts.S w~u~ ~ ~ ~ ~ ~ Q 3 ~ < ~ ~ ~ r ~ - ~ m ~ . r ~ ~ ~ ~ c~ 1 ~ d z ~ L ~ - w Z ~ , w • ~ ` ~ Z ~ a ~ c~ d3. v~ ~ F- ~ < ciE 7 UI u" - 0-~ - I ' ~C ~ p U Q tL' _ ~ LL 0 d) ~ ~9 ~ a, r r ~ ~ ~ ~ W - W ' ~ ~ ~ ~1 o w ~ ~ ; ~ u1 ~ ; ~ LtS < W 4 lt~ Z! C? O ~~U, Z Z ~ w c~ W; a ' 0 ~ ~ ~ Z _ ~ W : p ,w ~ ~ uJ ~0 _ ~ ~ ~ c-, J, - Z ~ ~ ~ ~ (1I : Z r - I- ~ ,y ~y r ~ ~ t- a ? d ~ ~ ~ U~' ~ Q d F- 9 • \ t.t ~ ' ~ C~ . C L1 C~ u~ ~ u~ ~Jj ~ N ~ ~ Z n. J L~- 9 r , ~ ~ ~ ~ ~ ~ W Q~ ~ ~ , w ~ ~ ~ . Q > - ~ , < , < L ~ Z ~ V~ ~ : ~ > ~ ~ C~ , , W ~ a c. ~ ~ V~ Z ~ U1 , ~ . : : ~ ~1 ~ • p ~y c`~n G n ~ t~t ~ u, V~ ~ ~ Q ~~1 W ~ Q ~ r ~ , Q x ~ , ~ Y ~ Z , o ~ ~ W w t u N ~ ; a- w; i 3 1 < z ao z ~ u l 1~ ~ W~ p Q t~ f L w , w, p _ N p o J ~ p z ~ ~ Z t- ~ ~ ~ z z > ~ " ~ ' : ~ W L~J ' . ~ ~ i~ d _ z p : I a r 1 ~ o -u; < o . ~ ~i: r~ y ; 0 0 L U 'C ~ ,~Z Qp .Q 0~- 0 ~ OZr~ ~ O a,d, ; m~ > ?Q ~ .~,2 = ~ ~ ui ~ z r ~ a o . _ _ ~ : 3 z z I- ~ i > ~ ~ ~ W ~ „ ~ . z ~ u 4~ ~ ~o ~ r1\ ~ LL t~Y F- z; O 2 A+-! Gry ui~ ~ ~ ~ o ~ - . m m - ; o W ~ ~ z > W w . , _ ( ~ ~ p~~~., ~ pq Z . ~ . . . , u- ts ~ z cn i ; LU ~ ~ ~9 ~ ~ ~ ~ ~ Q ~ ,.r z m c~ , , , LC , 4~ 1 k1 ~ ~ ~ ~ ~ ~ ~ ~ - 9 ~ u~ ~ W ~ ~ o ~ , ~ ` • ~~v~ N z r 4~ , o . ~ ~ , Z Z _ ~ ~ ~ ~ zw , , a ~ U z ~ z ~ o ~ ~ o . ~ : ~ , ~a G~ o - o ~ ~ t-`~- t.~. , ti? @~. t~ ~ _ ~ ~ 3 n a ~ a ~ ~n~ ~ ' m. , a~ : 1 ~ ~3 ~ ~ ~ .I ~ ~vS EL'< 0~.. o Q zooo_~ a} ,i . O l- . . ~ ~l ~ ul W : IU ~a : w , j ~ M , . Z , ~u~;u~x x~.1x~ux x u~ ~d ;r ~ - r a. w ac ce s U ~ 0 ~ i. ~ ~ < \ w L~i ~ ~1 E~~.. I.'c W ~ , ~ A , ~ C.. Z E . ' .S: Z Z ` Z' ~1 ~ ~1 ~ uJ ~ I~ ~ ~l Z a Z 0. W ; 3 - . U ; ; ~ , ~ W .W W , ~ W ~ ~z ~M ` Z {.a,t W = 0 F- 00 i _ ~ W W y r ~ p~ ~ F„ ~ - Lij m F- fy Z < C 3 z ~ 4 " .=.9 ~ ~ ' \ ' ~h ; v H ~ ' ; p F"' p , Z ; . ~ ~ ~ ~ ~ = 1', ' W ` I ' . ' ~ 0 Z 4. , p ~ E3~ ` vs O ~ '~C:r' - . z 3 s ~ ~ ~ ~ 6-- . ' w N ~ ° oc~ a i~._~ . ~ ~ ~ '~y`r~,. ~a. ~ ~ . ~ m ~ ~ . . . . . . ~ ~ ~ a ' d ~ . . ~ ~ . . . . \ • iJr o--i w-a ~ ~ ' w'~ ~~4fs ~ ~ F-- r-~ _ ~ C! C.3 , ~ Z 0 - U~ ' - Ch W O ~'R~ . ~ R ~p ~ In ~ , . . - ~ . fr. :i: . ~ 0 ~ ~ ' ~ ! V . _ ~ , ~ p~ 1 - N ~ _ ~ W J U ~ ~ ~ ~ M-- ~ a2, > . . ~ p~ _ ~ . , , iv3~~ . i' R. w. . _ V ~':V/ .r ~~W ~ . ~ . . . . . . . W,, . ~ ; ZZaa ' ._.e ~m < . z w~~ ~ . o M ~ ~ e.?3 tz. ~ ~ ~.xd ~ e \ o , ~ ~ ` • ~ . 0 ~ " ~ + ~ ! Z; N = ; ~ ~ L ~ W < a- . ~ L~iS i:J , . Lt1 ' t z W : ~ ~ , r , W ; W < F- - ~ _ _ = J Q ~ p 0 O ~.I Z C} - ~ • ~ \ Z C~D E~- ?4 m Q O ~ W ~.l f'a ~ ` Z q ; , s Q 'LL u? ~ \ ~ O cwn O ¢ M O ~ l- w 'v) ~ 07 of c.3 ` ¢ a' A ~ _ ~ ' ~ . O, ` . ~Ocr tr~: ~AN. =5 ~ ~ d~: > - : ~ . . Use BLUE or BLACK InIr.: For Office Use C��--� City :::::e f�,": // 600 I I� 61/ 3830 Pilot Knob Road I(' Eagan MN 55122 Date Received: Phone: (651) 675-5675 RECEIVED Fax: (651) 675-5694 Staff: •Pi MAY232017 I 2017 COMMERCIAL BUILDING PERMIT APPLICATION Date: 5-02P- l l Site Address: 3 5 c) Ao In es Lake R py Ea.Q/9 it) M N s 5702?. Tenant Name: -4.5-1) 1'k' , Tho m as Cage £1 r (Tenant is: New/ Existing) Suite#: Former Tenant: --7—s 1) )'T( Name: Phone: Property Owner /yl scX� Addrese/City/Zip: 3y$S fS3 � �� Stilh/�' Applicant is: Owner X Contractor T e of Work Description of work: /'taSo n V y Re STr)red-i O� Yp // Construction Cost �y' 6200 may/ a Name: i s /� a SO n ry g�eS30raJ,o4' License#: Contractor Address: 7`�7 g (/ �"e�odd LN & City: ,'le 6 vo ve_ State: /AK) Zip: 5-5 3/ / Phone: 7(03 - Vold ��i 4',I Contact: �-- e K h @ Email: Dale DL F rYt R . C 004 Name: 8'k 8 m go/veld) A ttic Registration#: �p S Address: S"473 r0c)E A/a410 City:Architect/Engineer I8 L/ _ c State: I).1 Zip: S.,5/07 �' Phone: 7b 3— 2�� a �.3 � 1,? /�ndre$) ' Contact Person: Email: I Licensed plumber installing new sewer/water service: Phone#: NOTE:Plans and'supporting documents that you submit are considered to be public information. Portions of the information may be classified as non-public if you provide specific reasons that would permit the City to conclude that the are trade secrets. w� CALL BEFORE YOU DIG. Call Gopher State One tall at(651)454-0002 for protection against underground utility damage. Call 48 hours before you intend to dig to receive locates of underground utilities. www.gopherstateonecall.org I hereby acknowledge that this information is complete and accurate; that the work will be in conformance with the ordinances and codes of the City of Eagan; that I understand this is not a permit, but only an application for a permit, and work is not to start without a permit;that the work will be in accordance with the approved plan in the case of work which requires a review and approval of plans. x 1 -Ie Feiner x D0-6.Applicant's Printed Name Applicant's Signature Page 1 of 3 4 G� - (�6t ttnM f 652/{6_1-60 NOT WRITE BELOW THIS LINE /(0* SUB TYPES Foundation Public Facility Exterior Alteration—Apartments Commercial I Industrial Accessory Building Exterior Alteration—Commercial Apartments Greenhouse I Tent Exterior Alteration—Public Facility Miscellaneous Antennae WORK TYPES New Interior Improvement Siding Demolish Building* Addition Exterior Improvement Reroof Demolish Interior Alteration V' Repair Windows Demolish Foundation Replace Water Damage Fire Repair Retaining Wall Salon Owner Change *Demolition of entire building—give PCA handout to applicant DESCRIPTION lL�� Valuation ISii DO® �= Occupancy E MCES System 140 (Eli Plan Review ` Code Edition 26/‘#48Z- SAC Units / (25%_100% 4' Zoning City Water Census Code Stories .I Booster Pump #of Units Square Feet PRV #of Buildings f Length Fire Sprinklers Type of Construction 2%0 Width REQUIRED INSPECTIONS Footings_New Building_Deck Addition Drain Tile ✓ Foundation Foundation Before Backfill Retaining Wall Vapor Barrier Erosion Control Framing 30 Minutes 1 Hour Concrete Entrance Apron Insulation Other: Sheetrock Meter Size: Roof:_Decking Insulation _Ice&Water _Final V Siding:_Stucco Lath Stone Lath ✓Brick EFIS Electronic As-Built Plans Required Windows Fireplace:_Rough In _Air Test Final ,, Final I C.O. Required Pool: Footings Air/Gas Tests _Final V Final I No C.O. Required d. Final CIO Inspection: Schedule Fire Marshal to be present: Yes sr No Reviewed By: A/� , Planning New Business to Eagan: /16 Reviewed By: L .+y , Building Inspector FEES Water Quality Base Fee qi1474 Z-S' Storm Sewer Trunk Surcharge II•CI' Sewer Trunk Plan Review (40/5• 74 Water Trunk MCES SAC Street Lateral City SAC Street S&W Permit& Surcharge Water Lateral Treatment Plant Other: Treatment Plant(Irrigation) Park Dedication Trail DedicationTOTAL: J40D.S"./ Page 2 of 3 ... . Use BLUE or BLACK Ink pr For Office Use •401101, .. `` le.Cityof EaQa11 j Y(�(�� I w 6 Permit Fee. / // / VI/ I af- 3830 Pilot Knob Road ` - ,vEagan MN 55122 Date Received: �Ak ✓! Phone: (651) 675-5675 ,- /110/Fax: (651) 675-5694 Staff: 'FIrd (O Q S /946 �--- A U ,1. 3 wti ii 2017 COMMERCIAL BUILDING PERMIT APPLICATION Site Address: 4350 Thomas Lake Rd Date: 08/03/17 Tenant Name: 1-1001,41-.S- I'?L6 L.&4116 (Terlant is: New/ Existing) Suite#: Former Tenant: ° _ -�, Name: Independent School District 196 Phone: 651-423-7700 u i p�Ipilllri��iVl� ��!i��101�!4111 r. PPr ion Oix," er�� Address/City/Zip: 3455 153rd Street West Rosemount, MN 55068 ,o, wlief4;;2;AnTAiiialc, r 6/ 1 ii w, Applicant is: Owner 11, X Contractor ii'°�I, = �' Addition and site modification Description of work: d,11 ,500,000 sEEF:;� �, 4V6,11,41.444,—,L,h� (l€ Construction Cost: I ��1� � �� 1 .. Wenck Construction N/A - CM Format �' e ; Name: License#: �,h ®ft ft Address: 7500 Olson Memorial Highway City: Golden Valley 1#. 0 9 MN 55427 763-252-6883 State: Zip: Phone: i ,,,,,'� Luke Nelson Inelson@wenck.com ii'� '� Contact: Email: °fix-----'772!!!!!!!!!!!'II Wold Architects & Engineers 21055 Name: Registration#: Address: C 332 M innesota Street Suite W2000 Saint Paul ity: ti`ibaiv r�y ioq �'` State: M N Zip: 55101 Phone: 651-227-7773 Sfi,uu�� pki:fl ' � �� Contact Person: Scott McQueen Email: smcqueen@woldae.com -74-e..0,;11,--00 = ----- " 7Cp LLV, shone#: t.> ",2x/ 10 ,-.7ew sewer/water service: . -4 ,` lLicensed plumberinstalling nu l s , I1. bc1 , hs 1a0E . ipr ® - ebyy , so,P cI as b d A ` !Y 6 . JlIkilrhnfor aon iea beclasstnon-pA � 'rfifS. ,� ^ 1 .�, 7, i , iet fl .r, <i . re - oitr44,—,L, IL protection 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 nota 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 L tAC S 1- 150 in x 046K-44--/—2)1 . W.P,-,',-0--fr2- . Applicant's Printed Name Applicant's Signature Page 1 of 3 •41) '^ . 1-/. 0 I Ao NO W fTEBELOW THIS LINE /� ( �� t SUB TYPES Foundation Public Facility Exterior Alteration-Apartments Commercial/Industrial _ Accessory Building _ Exterior Alteration-Commercial _ Apartments _ Greenhouse/Tent _ Exterior Alteration-Public Facility Miscellaneous Antennae WORK TYPES New _ Interior Improvement Siding _ Demolish Building* Addition _ Exterior Improvement Reroof Demolish Interior _ Alteration — Repair Windows _ Demolish Foundation _ Replace _ Water Damage Fire Repair _ Retaining Wall Salon Owner Change *Demolition of entire building—give PCA handout to applicant DESCRIPTION Valuation 'E CO 0 OPp Occupancy t MCES System il Plan Review I i Code Edition 241.S- Mat.. SAC Units (25% 100% f) Zoning City Water Census Code Stories Booster Pump #of Units Square Feet PRV #of Buildings Length Fire Sprinklers Type of Construction .8 Width REQUIRED INSPECTIONS Footings(New Building) X Final/C.O. Required Footings(Deck) Final/No C.O.Required )( Footings(Addition) Other: Foundation Foundation Before Backfill Pool:_Footings Air/Gas Tests ‘Final Drain Tile 47C Siding:_Stucco Lath Stone Lath Brick EFIS Roof:X Decking X Insulation _Ice&Water X Final Retaining Wall )f Framing 30 Minutes-'( 1 Hour Erosion Control Fireplace: Rough In Air Test Final Concrete Entrance Apron Insulation Meter Size: Sheetrock % Electronic Plans Required Windows Final CIO Inspection:-...Sch.::. e 're Marshal to be present: X Yes No Reviewed By: _,,,ipt . , Planning New Business to Eagan: Reviewed By: Li, , , Building Inspector FEES Water Quality S Base Fee 9 S'.7''' Storm Sewer Trunk — Surcharge 706. Sewer Trunk II Plan Review 5) 7 i � Water Trunk MCES SAC Z i'SS, O` Street Lateral City SAC [ i b , Street S&W Permit&Surcharge * i'i 1 - Water Lateral -- Treatment Treatment Plant 9 $91. 8- Other: Treatment Plant(Irrigation) Park Dedication —" Trail Dedication i TOTAL: 1-)/y7/, Page 2 of 3 M,;ESVSE: Letter Reference: 170808A9 Address ID:5356 Payment ID:403686 Da'te'of Determination: 08/08/17 Determination Expiration:08/08/19 Greetings! Please see the determination below. Project Name: Thomas Lake Elementary Project Address: 4350 Thomas Lake Road Suite#/Campus: N/A City Name: Eagan Applicant: Shane Butler,Wenck Construction, Inc. Special Notes: None Charge Calculation: Office: 1823 sq.ft. @ 2400 sq.ft./SAC=0.76 Meeting: 259 sq.ft. @ 1650 sq.ft./SAC=0.16 Total Charge: 0.92 Credit Calculation: N/A Total Credit: 0 Net SAC: 0.92 —or— 1 SAC Due 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 email me at: karon.cappaertPmetc.state.mn.us. Thank you, Karon Cappaert Administrative Specialist Please visit our SAC website by going to: http://www.metrocouncil.org/SACprogram 390 Robert Street North I St. Paul MN 55101-1806 Phone 651.602.1000 I Fax 651.602.1550 I TTY 651.291.0904 rnetrocouncii.org METROPOLITAN C t? U N C i L An Equal Opportunity Empicyur G ,c/" Use BLUE or BLACK Ink r For Office U/se�/ /� 411. City Q i Permit#: /L (C/ 7L5 of Ea�all bAj0_.� Permit Fee: Z,/ /.7 .- 63830 Pilot Knob Road f Eagan MN 55122 t(,). 1.(- _ L/,r 7 Phone:(651)675-5675 Date Received: Staff: J 2017 MECHANICAL PERMIT APPLICATION Please submit two(2)sets of plans with all commercial applications. Date: 10/02/17 Site Address: 4350 Thomas lake road, Eagan, mn Tenant: Thomas lake Elementary Suite#: �y`'j/ may. Name: ISD196 Phone: 651-423-7700 x en si 6 11Ownef _ Address/City/Zip: 153rd st. w. rosemount, mn 55068 £ Name: RJ Meachanical City: Mora License#: 038327 Address: PO Box 373 '.tf actor{ I MN 55051 trt 320-679-0602 State: Zip: Phone: Pat Pitman pat@rjmechanical.biz Contact: Email: mechanical.biz p @ 1 ., t l New Replacement X Additional X Alteration Demolition T �� , Description of work: Hydronic piping to heating terminal units ''''''''k! x x e, a i dea �, k...g g t Y , ', ,.rx' r : ' t ' e : .,,v r, ai;� � ,^ - �. 'fix'. ,_: $s , y RESIDENTIAL COMMERCIAL , k' Furnace X New Construction Interior Improvement tertt :, . —Air Conditioner X Install Piping Processed ll'1'nit -k s _Air Exchanger _Gas _Exterior HVAC Unit %� Heat Pump Under/Above ground Tank (_Install/_Remove) t w Other RESIDENTIAL FEES $60.00 Minimum Add or alteration to an existing unit,includes State Surcharge $100.00 Residential New, includes State Surcharge =$ TOTAL FEE COMMERCIAL FEES Contract Value$45,000 x.01 00 $60.00 Permit Fee Minimum ,,1 $75.00 Underground tank installation/removal,includes State Surcharge =$ 60.00 `7 O. Permit Fee Surcharge=Contract Value x$0.00.05 =$ 22.50 Surcharge If the project valuation is over$1 million,please call for Surcharge =$`8$2:5'0'- 7 TOTAL FEE You may subscribe to receive an electronic notification from the City of proposed ordinances by signing up for an email update on the City's website at www.cityofeaoan.com/subscribe. 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. _ xPat Pitman x / ' Applicant's Printed Name Applicant's Signature FOR OFFICE USE � Required Ir�specb+©u� � 4:- � �� ,� ;��It Reviewed By: .�,�„ , � 4 Undergrounds , Roh Ins k: r est Gas Service Test' ' -floor Heat: Final. HVA .' d C%'.SLS Use BLUE or BLACK Ink 41 r For Office tl e /‘ ..... 6„..V \'''''' Permit#: A City a Eaaall V Permit Fee: 5®5 Do 3830 Pilot Knob Road �/ Eagan MN 55122 Date Received: ib-q-1 I (651)675-5675 buildinginspectionsAcityofeagan.com Staff: 2017 COMMERCIAL PLUMBING PERMIT APPLICATION li Please submit two(2)sets of plans with all commercial applications. Date: 10/02/17 Site Address: 4350 Thomas lake road, eagan, mn Tenant: Thomas lake elementary Suite#: Property Owner. Name: ISD196 Phone: 651-423-7700 Name: RJ Mechanical License#: 038327 PA gix-Contractor " Address: PO Box 373 City: Mora State: MN Zip: 55051 � Phone: 320-679-0602 Email: pat@rjemechanical.biz ' _ V New Replacement Repair _Rebuild ✓ Modify Space Work in R.O.W. 3 Description of work: remodel/new addition includes roof drains,floor drains,wall hydrant,2 sinks,and 1 restroom 1 COMMERCIAL New Construction x Modify Space _Irrigation System( yes 1 S/ no)(_RPZ/ PVB) bit m r 5 a • Rain sensors required on irrigation systems r vPermit'Type',; • Avg.GPM (2"turbo required unless smaller size allowed by Public Works) 4i _Meters Call(651)675-5646 to verity that tests passed prior to picking up meter. !, p '' Domestic:Size&Type Fire: 1 1 Avg.GPM High demand devices?_Yes_No Flushometers_Yes JZ.No COMMERCIAL FEES Contract Value$50,000 x.01 $60.00 Permit Fee Minimum $60.00 PVB/RPZ Permit(includes State Surcharge) =$� `� d�J � Permit Fee _$ 25.00 J Surcharge Surcharge=Contract Value x$0.0005 S�5-(9)6 If the project valuation is over$1 million,please call for Surcharge = TOTAL FEE Following fees apply when installing a new lawn irrigation system $0 Water Permit Contact the City's Engineering Department,(651)675-5646,for required fee amounts. $0 Treatment Plant $0 Water Supply&Storage $0 State Surcharge =$ 0 TOTAL FEE You may subscribe to receive an electronic notification from the City of proposed ordinances by signing up for an email update on the City's website at www.citvofeaoan.com/subscribe. CALL BEFORE YOU DIG. Call Gopher State One Call at(651)454-0002 for protection against underground utility damage. I hereby acknowledge that this information is complete and accurate;that the work will be in conformance with the ordinances and codes of the City of Eagan;that I understand this is not a permit,but only an application for a permit,and work is not to start without 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. xPat Pitmanx� 1.4 ,,, �'A Applicant's Printed Name Applicant's Signature FOR OFFS E xr k d � �a, w YE t :0 '€ 1 7 Required-It sprectis ns: Under Gr x R d,g'•h-In - jiri' st __„_Gas Test k PRN R ,Yes t n r elated Items: *for Size Radio Read Manometer ' ,taff: Page 1 of 3 Use BLUE or BLACK Ink �� For Office Use r� ,�* ; %.C'p Permit#: I C CP Permit Fee: / / � o dLI.—I3-I 7 Date Received: 3830 Pilot Knob Road I Eagan MN 55122 n Staff: Phone:(651)675-5690 I Fax:(651)675-5675 a�,/ buildinginspections@cityofeagan.com 2017 COMMERCIAL FIRE ALARM PERMIT APPLICATION Date: 11-9-17 Site Address: 4350 Thomas Lake Road Tenant: Thomas Lake Elementary Suite#: 0 Requirements: 2 complete sets of drawings and specifications, cut sheets on materials and components Name: Phone: Property Owner Address/City/Zip: Applicant is: Owner Contractor Type of Work Description of work: add devices to existing fire alarm system Construction Cost: 4,000'00 Estimated Completion Date: TBD Name: MN Conway Fire & Safety License#: TS 000749 Contractor Address: 575 Minnehaha Ave W city: St Paul State: MN Zip: 55103 Phone: 651-266-0668 Contact: Scott Rous Email: srous@summitcous.com New Remodel Work Type V Addition Other: Alterations DESCRIPTION OF WORK: EICommercial Residential ❑✓ Educational FEES 400Q,QQ Contract Value$ x.01 $60.00 Permit Fee Minimum = 60.00 $ Permit Fee Surcharge=Contract Value x$0.0005 =$ 2.00 Surcharge* If the project valuation is over$1 million,please call for Surcharge 62.00 _$ TOTAL FEE You may subscribe to receive an electronic notification from the City of proposed ordinances by signing up for an email update on the City's website at www.citvofeagan.com/subscribe. I hereby apply for a Fire Alarm permit and acknowledge that the information is complete and accurate;that the work will be in conformance with the ordinances and codes of the City of Eagan and with the Minnesota Building/Fire Codes;that I understand this is not a permit,but only an application for a permit,and work is not to start without a permit;that the work will be in accordance with the approved plan in the case of work which requires a review and approval of plans. xCFr. 916C13 x Applicant's Printed Name Applicant's Signature FOR OFFICE USE Reviewed By: Date: 11-00-1 7:' Required Inspections: Rough-In :Final Fire Alarm Test =, ,, 4Use BLUE or BLACK Ink s r For Office Use Q '' 'n1 (v Permit#: /1 7 /7 * °m 0 wee # y n 1 "LAP' / '/' 9 2 Permit Fee: Ox 1 .0.4, Date Received: JAN 0 4 -41jiti 3830 Pilot Knob Road I Eagan MN 55122 Staff: Phone:(651)675-5675 I Fax:(651)675-5694 y --J buildinginspections@citvofeagan.com 2017 FIRE SUPPRESSION SYSTEMS PERMIT APPLICATION Date: 1-5-18 Site Address: 4350 Thomas Lake Road Tenant: Thomas Lake Elementary School Suite#: 0 Requirements: 2 complete sets of drawings and specifications, cut sheets on materials and components Name: I.S.D. #196 (rep. Jeffrey Solomon) Phone: 651-423-7700 Property Owner Address/city/zip: 3455 153rd St. W., Rosemount, MN 55068 Applicant is: Owner X Contractor Extend fire sprinkler system to new addition :)= ©ypeWork Description of work. p y $12,567.66 8-31-18 ;:; Construction Cost: Estimated Completion Date: Breth-Zenzen Fire Protection C-126 Name: License#: Add8053 Sterling Drive, Ste.101 St. Joseph , Contractor Address- city: State: MN Zip: 56374 Phone: 320-363-0900 Contact: Paul Hohle Email: paulh@bzfire.com FIRE PERMIT TYPE WORK TYPE 1 Sprinkler System(#of heads42) _New 1 Addition Fire Pump _Standpipe _Alterations _Remodel _Other: Other: DESCRIPTION OF WORK: Commercial Residential Educational — FEES 12567.66 Contract Value$ x.01 $60.00 Permit Fee Minimum _$ 125.68 Permit Fee Surcharge=Contract Value x$0.0005 If the project valuation is over$1 million,please call for Surcharge =$ 6.28 Surcharge $100.00 Residential New(includes State Surcharge) =$ 131.96 TOTAL FEE 3/4"Fire Meter-$290.00 =$ Fire Meter _$ TOTAL FEE You may subscribe to receive an electronic notification from the City of proposed ordinances by signing up for an email update on the City's website at www.citvofeagan.com/subscribe. I hereby apply for a Fire Suppression System permit and acknowledge that the information is complete and accurate;that the work will be in conformance with the ordinances and 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 Paul Hohle x Applicant's Printed Name Applicant's Signature / 476 // FOR OFFICE USE REQUIRED INSPECTIONS — — Hydrostatic Flow Drain Test Rough In Trip Pump Test Central Station Final Conditions of Issuance: f Permit Reviewed b • - Date: / 1 ! 1 For Office Use ' IVD L ' +i i' °°+ Permit#: I O U/ 0 ... E AGA jJM + Z —\`'"\V Permit Fee: ! �° Date Received: 3830 PILOT KNOB ROAD EAGAN, MN 55122-1810 `O (651)675-5675 I TDD: (651)454-8535 FAX: (651)675 5694 r Staff: taci buildinginspections( citvofeagan.com \ L 2018 MECHANICAL PERMIT APPLICATION 0 Please submit two(2)sets of plans with all commercial applications. Date: 1/16/18 Site Address: 4350 THOMAS LAKE RD Tenant: THOMAS LAKE ELEMENTARY SCHOOL Suite#: qi a Name. Lb., 9�j Phone: �� ` Address/City/Zip: ,� •_.. L/�� / A. if G Name: CHAPPELL CENTRAL, INC. MB003547 MECH CONTRACTOR BOND Licensey: #: 1950 TROTT AVE. SW WILLMAR Address: Cit MN 56201 320-235-2151 State: Zip: Phone: CAMERON JOURDAN CJOURDAN CHAPPELLCENTRAL.COM Contact: Email: f�Alew Replacement Additional Alteration Demolition e c W.iiii,rDescription of work:�. I( /-G- ly( i-E k.1-- ,-,.c , 4/6 V- -t�t4w �-a '''.- f -'a r r a r ® a '.� a• a y,. -i t 1. g g t �. ;. :'itr,73:(T411:1*-4--::: � �Qde� � . �, cia Ca1l�r�'fA��rin t� .;,s .... -_�. RESIDENTIAL COMMERCIAL Furnace Construction _Interior Improvement Air Conditioner _Install Piping Processed ° �' qir Exchanger Gas —Exterior HVAC Unit ,i _HeatPump _Under/Above ground Tank (—Install/_Remove) FOther RESIDENTIAL FEES TOTAL FEE $60.00 Minimum Add or alteration to an existing unit, includes State Surcharge $100.00 Residential New, includes State Surcharge =$ COMMERCIAL FEES —tee $60.00 Permit Fee Minimum Contract Value$ /D 75# x.01 $75.00 Underground tank installation/removal, includes State Surcharge =$ 0 O, 5 Permit Fee S. Surcharge=Contract Value x$0.0005 =$ y�70Q7 Surcharge If the project valuation is over$1 million,please call for Surcharge =$ sl F / TOTAL FEE You may subscribe to receive an electronic notification from the City of proposed ordinances by signing up for an email update on the City's website at www.citvofeagan.comisubscribie. 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 a1 rmit;that the work will be in accordance with the approved plan in the case of work which requires a review and approval of plans. x CAMERON JOURDAN x i �r , Applicant's Printed Name Applicant's Sf!e e w ♦ �.(a n_1 yy • ,;.ate.' : r C 11 v, sa. -m max.-.. . ...-� i _. ... , W". p.. _. '. .n_:� .. -s 0 For Office Use �, I 5-t{ryC// i ::::ee C_: *4' V -. . Date Received: /- , 3830 PILOT KNOB ROAD I EAGAN, MN 55122-1810 (651)675-5675 I TDD:(651)454-8535 I FAX:(651)675-5694 MAR .01 2018 Staff: buildinginspections(c citvofeagan.com J o 2018 COMMERCIAL FIRE ALARM PERMIT APPLICATION nA,.t Date: 3-1-2018 Site Address: 4350 THOMAS LAKE ROAD ( l Tenant: THOMAS LAKE ELEMENTARY Suite#: 0 Requirements: 2 complete sets of drawings and specifications,cut sheets on materials and components Name: Phone: Property Owner Address/City/Zip: Applicant is: Owner Contractor FIRE ALARM DEVICE ADDITIONS Type of Work Description of work: 4975.00 Construction 4-2018 Construction Cost: Estimated Completion Date: Name: SU 101 ek, , cc-, c S License#: Cor tractor Address: IAV(. City: State: M' . Zip: � ©3 Phone: Z 5- I - l0 Y1) Contact: /1136C (CC rV Email: New Remodel (01C-i(.• ork Type Addition Other: "7 Alterations DESCRIPTION OF WORK: _Commercial _Residential Educational FEES 4975.00 Contract Value$ x.01 $60.00 Permit Fee Minimum = 60.00 $ Permit Fee Surcharge=Contract Value x$0.0005 =$ 2.49 Surcharge* If the project valuation is over$1 million,please call for Surcharge 62.49 =$ TOTAL FEE You may subscribe to receive an electronic notification from the City of proposed ordinances by signing up for an email update on the City's website at www.citvofeagan.com/subscribe. I hereby apply for a Fire Alarm permit and acknowledge that the information is complete and accurate;that the work will be in conformance with the ordinances and codes of the City of Eagan and with the Minnesota Building/Fire Codes;that I understand this is not a permit,but only an application for a permit,and work is not to start without a permit;that the work will be in accordance with the approved plan in the case of work which requires a review and approval of plans. x STEVE KASCHT x �� Applicant's Printed Name Applicant's Signature POR OFFICE USERevi need By` ae Required'Inspections: Rough-In Final Fare harm Te ;' _ � ,, �, ' CSM Y_/ i '2 Fl,� ko eo STRUCTURAL TESTING AND SPECIAL CNSPECTION SCHEDULE 4dd; Project Name 1`Liumas Lott' Elementan, 5ehoul 2018 ,%4 itioti Project No. Location F,Dzan. Minneanta Archilect: Permit No. Date: August 14,2017 STRUCTURAL TESTING AND SPECIAL INSPECTION Specification Type of Inspector Section/Article Description (2) (3) Report Frequency Assigned Firm (4) 031510 Post -Installed Anchors SI -T or SI -S Each Visit 033000 Cast -in -Place Concrete Tests TA Each Test 033000 Cast -in -Place Concrete Inspections SI -S Each Visit 04273 l Masonry Tests TA Each Test 042731 Masonry Inspections Sl -S Each Visit 031200 Structural Metal Framing SI -T Each Visit 052100 Steel Joist Welding SI -T Each Visit 053100 Steel Decking SI -T Each Visit 054000 Cold Formed Steel Framing Welding S1 -T Each Visit 055000 Stair and Railing Welding SI -T Each Visit 310000 Earthwork S I -T Weekly 2100 Firestopping (03CAUA WFalv_ Note: This schedule is to be filled out when applying for a building permit. (1) Permit No. to be provided by the Building Official. (2) Use descriptions per IBC Section 1704, as adopted by Minnesota State Building Code. (3) Special Inspector - Technical, Special Inspector — Structural, 'Testing Agency, (4) Firm contracted to perform services. Each appropriate representative shall sign below: Owner:�.�'�''"�y-...�"7 Firm: Indwendent School District 4196 Date'ZV ,+'+'„7 E"r am Firth: Datc: E3/ -Z I Archilect: Firm. Wold architects and Enginsum Date: August 14,2017 i SER: `' Firm: BKBtvl En inem Date: 6117117 51-5: +L�, Firm' Date:..�.0 TA: % Firm' unkam .., Date: L SI -T: c .r Firm' rsfAw ivr1�`l Date: F:,.�'"r._.,''' .. r Firm: 1 t3 Date: Legend. SER = Structural Engineer of Record SI -T = Special Inspector - Technical F = Fabricator TA — Testing Agency SI -S = Special Inspector — Structural Accepted for the Building Department by: Date: �( COMcheck Software Version 4.0.5.1 Envelope Compliance Certificate Project Information Energy Code: Project Title: Location: Climate Zone: Project Type: Vertical Glazing / Wall Area: Construction Site: 4350 Thomas Lake Rd. Eagan, MN 55122 Building Area 2012 IECC Thomas Lake Elementary School 2018 Addition Eagan, Minnesota 6a Addition 27% Owner/Agent: Independent School District 3455 153rd St. West Rosemount, MN 55068 Floor Area 1-School/university : Nonresidential 3551 Envelope Assemblies Assembly Designer/Contractor: Nicholas Marcucci Wold Architects and Engineers 332 Minnesota St. Suite W2000 St. Paul, MN 55101 6512277773 nmarcucci@woldae.com Gross Area Cavity Cont. Proposed Budget U - or R -Value R -Value U -Factor Factor(a) Perimeter Roof 1: Insulation Entirely Above Deck, [Bldg. Use 1 - School/university] 3551 --- 44.0 0.022 0.032 Exterior Wall 1: Concrete Block:8", Partially Grouted, Cells Empty, Light 1154 --- 16.2 0.052 0.078 Density, Furring: None, [Bldg. Use 1 - School/university] Window 1: Metal Frame with Thermal Break:Fixed, Perf. Specs.: 204 --- --- 0.220 0.360 Product ID 100, SHGC 0.24, [Bldg. Use 1 - School/university] (b) CW 1: Metal Frame with Thermal Break:Fixed, Perf. Specs.: Product ID 35 --- --- 0.220 0.360 100, SHGC 0.22, [Bldg. Use 1 - School/university] (b) Door 1: Glass (> 50% glazing):Metal Frame, Entrance Door, Perf. 70 --- --- 0.220 0.770 Specs.: Product ID 100, SHGC 0.22, [Bldg. Use 1 - School/university] (b) Floor 1: Slab -On -Grade: Unheated, Vertical 4 ft., [Bldg. Use 1 - 271 --- 10.0 0.480 0.540 School/university] (c) (a) Budget U -factors are used for software baseline calculations ONLY, and are not code requirements. (b) Fenestration product performance must be certified in accordance with NFRC and requires supporting documentation. (c) Slab -On -Grade proposed and budget U -factors shown in table are F -factors. Project Title: Thomas Lake Elementary School 2018 Addition Report date: 08/21/17 Data filename: S:\ISD196\ES_Thomas Lake\152313 - 2018 Addition\02_ARCH\COMCheck\Thomas Lake Page 1 of 9 COMCheck.cck Envelope Compliance Statement Compliance Statement: The proposed envelope design represented in this document is consistent with the building plans, specifications, and other calculations submitted with this permit application. The proposed envelope systems have been designed to meet the 2012 IECC requirements in COMcheck Version 4.0.5.1 and to comply with any applicable mandatory requirements listed in the Inspection Checklist. Nick Marcucci - Associate 8/22/2017 Name - Title Signature VDate Project Title: Thomas Lake Elementary School 2018 Addition Report date: 08/21/17 Data filename: S:\ISD196\ES_Thomas Lake\152313 - 2018 Add ition\02_ARCH\COMCheck\Thomas Lake Page 2 of 9 COMCheck.cck COMcheck Software Version 4.0.5.1 Inspection Checklist Energy Code: 2012 IECC Requirements: 100.0% were addressed directly in the COMcheck software Text in the "Comments/Assumptions" column is provided by the user in the COMcheck Requirements screen. For each requirement, the user certifies that a code requirement will be met and how that is documented, or that an exception is being claimed. Where compliance is itemized in a separate table, a reference to that table is provided. Section I # Plan Review Complies? 11 Comments/Assumptions z-& Req.ID C103.2 Plans and/or specifications provide all ❑Complies Requirement will be met. [PR1]1 information with which compliance ❑Does Not can be determined for the building ❑Not Observable envelope and document where ❑Not Applicable exceptions to the standard are claimed. C406 Plans, specifications, and/or ❑Complies Requirement will be met. [PR9]1 calculations provide all information ❑Does Not with which compliance can be ❑Not Observable determined for the additional energy ❑Not Applicable efficiency package options. C402.3.1 The vertical fenestration area <= 30 ❑Complies Requirement will be met. [PR10]1 percent of the gross above -grade wall ❑Does Not area. ❑Not Observable ❑Not Applicable C402.3.1 The skylight area <= 3 percent of the ❑Complies Requirement will be met. [PR11]1 gross roof area. ❑Does Not ,❑Not Observable ❑Not Applicable C402.3.2. Skylights in office, storage, ❑Complies Exception: Requirement does not apply. 2 automotive service, manufacturing, ❑Does Not [PR15]1 non -refrigerated warehouse, retail ❑Not Observable store, and distribution/sorting area ❑Not Applicable have a measured haze value > 90 percent unless designed to exclude direct sunlight. Additional Comments/Assumptions: 11 High Impact (Tier 1) 1 2 1 Medium Impact (Tier 2) ! 3 Low Impact (Tier 3) Project Title: Thomas Lake Elementary School 2018 Addition Report date: 08/21/17 Data filename: 5:\ISD196\ES_Thomas Lake\152313 - 2018 Add ition\02_ARCH\COMCheck\Thomas Lake Page 3 of 9 COMCheck.cck Section i # i footing /Foundation Inspection ! Compilies? Comments/Assumptions i & Req.11) IC402.2.6 Slab edge insulation R -value. ❑Complies See the Envelope Assemblies table for values. J [FO3]2 ❑Does Not ❑Not Observable ❑Not Applicable C303.2 Slab edge insulation installed per ❑Complies Requirement will be met. [1704]2 manufacturer's instructions. ❑Does Not ❑Not Observable. ❑Not Applicable 1C402.2.6 Slab edge insulation depth/length. ❑Complies :See the Envelope Assemblies table for values. [FO5]2 Slab insulation extending away from ❑Does Not building is covered by pavement or ❑Not Observable ! >= 10 inches of soil. ❑Not Applicable T^ C403.2.8. Exterior insulation protected against ❑Complies Requirement will be met. 1 damage, sunlight, moisture, wind, ❑Does Not [FO611 landscaping and equipment ❑Not Observable maintenance activities. ❑Not Applicable C402.2.8 Bottom surface of floor structures ❑Complies Exception: Requirement does not apply. E [FO12]3 incorporating radiant heating ❑Does Not ! insulated to >=R-3.5. ❑Not Observable See the Envelope Assemblies table for values. ❑Not Applicable Additional Comments/Assumptions: 1 `High Impact (Tier 1) i 2 ' Medium Impact (Tier 2) r 3 Low Impact (Tier 3) Project Title: Thomas Lake Elementary School 2018 Addition Report date: 08/21/17 Data filename: S:\ISD196\ES_Thomas Lake\152313 - 2018 Add ition\02_ARCH\COMCheck\Thomas Lake Page 4 of 9 COMCheck.cck Section 1 Factory -built fenestration and doors ❑Complies # I Framing / Rough -In inspection Complies? Comments/Assumptions ( & Req.113 T C402.4.1, building envelope contains a ❑Complies Requirement will be met. ;The C402.4.2 continuous air barrier that is sealed in ❑Does Not JFR16]1 an approved manner and either ❑Not Observable ❑Complies constructed or tested in an approved ❑Not Applicable entrances. Doors have self-closing manner. Air barrier penetrations are sealed in an approved manner. ❑Not Observable C402.4.3, Factory -built fenestration and doors ❑Complies Requirement will be met. C402.4.4 are labeled as meeting air leakage ❑Does Not [FR18]3 requirements. ❑Not Observable ❑Not Applicable C402.4.7 Vestibules are installed on all building ❑Complies Requirement will be met. [FR17]3 entrances. Doors have self-closing ❑Does Not devices. ❑Not Observable ❑Not Applicable ..._....___..----.— C402.3.3, Vertical fenestration U -Factor. ❑Complies See the Envelope Assemblies table for values. C402.3.4 ❑Does Not [FR8]1 ❑Not Observable .❑Not Applicable C402.3.3 Vertical fenestration SHGC value. ❑Complies See the Envelope Assemblies table for values. [FR10]1 ❑Does Not ❑Not Observable ❑Not Applicable ........ _......... _. ....... C303.1.3 Fenestration products rated in ❑Complies Requirement will be met. [FR12]2 accordance with NFRC. ❑Does Not ❑Not Observable ❑Not Applicable C303.1.3 Fenestration products are certified as ❑Complies Requirement will be met. [FR13]1 to performance labels or certificates ❑Does Not provided. ❑Not Observable ❑Not Applicable C402.23 U -factor of opaque doors associated ❑Complies See the Envelope Assemblies table for values. [FR14]2 with the building thermal envelope ❑Does Not meets requirements. ❑Not Observable ❑Not Applicable Additional Comments/Assumptions: 11 High Impact (Tier 1) 2 Medium Impact (Tier 2) 3 'Low Impact (Tier 3) Project Title: Thomas Lake Elementary School 2018 Addition Report date: 08/21/17 Data filename: S:\ISD196\ES_Thomas Lake\152313 - 2018 Add ition\02_ARCH\COMCheck\Thomas Lake Page 5 of 9 COMCheck.cck Section # & Req.IDD Mechanical Rough -In Inspection i Comments/Assum tions j Complies?p - C40 2.4.5. Stair and elevator shaft vents have ❑Complies Exception: Requirement does not apply. 1 motorized dampers that automatically ❑Does Not I[ME3]3 close. ❑Not Observable ❑Not Applicable !C402.4.5. Outdoor air and exhaust systems have ❑Complies Requirement will be met. 2 motorized dampers that automatically ❑Does Not JME58j3 shut when not in use and meet ❑Not Observable maximum leakage rates. Check ❑Not Applicable gravity dampers where allowed. Additional Comments/Assumptions: 1 i High Impact (Tier 1) 2 Medium Impact (Tier 2) i 3 i Low Impact (Tier 3) Project Title: Thomas Lake Elementary School 2018 Addition Report date: 08/21/17 Data filename: S:\ISD196\ES_Thomas Lake\152313 - 2018 Add ition\02_ARCH\COMCheck\Thomas Lake Page 6 of 9 COMCheck.cck Section # Insulation Inspection & Req.113 ! Complies? Comments/Assumptions C402.4.1. All sources of air leakage in the ❑Complies Requirement will be met. 1 building thermal envelope are sealed, ❑Does Not [IN1]1 caulked, gasketed, weather stripped ❑Not Observable or wrapped with moisture vapor- ❑Not Applicable permeable wrapping material to minimize air leakage. C402.4.2. Roof R -value. For some ceiling ❑Complies ; See the Envelope Assemblies table for values. 1 systems, verification may need to ❑Does Not [IN2]1 occur during Framing Inspection. ❑Not Observable ❑Not Applicable C303.2 Roof insulation installed per ❑Complies Requirement will be met. [IN3]1 manufacturer's instructions. Blown or ❑Does Not poured loose -fill insulation is installed ❑Not Observable only where the roof slope is <=3 in ❑Not Applicable 12 C303.2 Above -grade wall insulation installed ❑Complies Requirement will be met. [IN7]1 per manufacturer's instructions. ❑Does Not ❑Not Observable ❑Not Applicable ----- .............. — 0402.2.5 Floor Insulation R -value. ❑Complies ;See the Envelope Assemblies table for values. 1[IN$]2 ❑Does Not ❑Not Observable ❑Not Applicable 'C303.1 Building envelope insulation is labeled ❑Complies Requirement will be met. [IN10]2 with R -value or insulation certificate ❑Does Not providing R -value and other relevant ❑Not Observable data. ❑Not Applicable ;0303.2.1 Exterior insulation is protected from ❑Complies Requirement will be met. [IN 1412 damage with a protective material. ❑Does Not j Verification for exposed foundation ❑Not Observable insulation may need to occur during ❑Not Applicable Foundation Inspection. F- — C402.2.1 Insulation intended to meet the roof ❑Complies Requirement will be met. [IN17]3 insulation requirements cannot be ❑Does Not installed on top of a suspended ❑Not Observable ceiling. Mark this requirement ❑Not Applicable compliant if insulation is installed j accordingly. Additional Comments/Assumptions: 1 I High Impact (Tier 1) �2 Medium Impact (Tier 2) 3-i Low Impact (Tier 3) Project Title: Thomas Lake Elementary School 2018 Addition Report date: 08/21/17 Data filename: S:\ISD196\ES_Thomas Lake\152313 - 2018 Add ition\02_ARCH\COMCheck\Thomas Lake Page 7 of 9 COMCheck.cck section # Final Inspection Complies? Comments/Assumptions IC402.4.6 Weatherseals installed on all loading ElComplies Exception: Requirement does not apply. '[F13711 dock cargo doors. DDoes Not F -INot Observable. ONot Applicable C402.4.8 Recessed luminaires in thermal Elicomplies Exception: Requirement does not apply. [F126]3 envelope to limit infiltration and be IC ElDoes Not rated and labeled. Seal between FNot Observable. interior finish and luminaire housing- E]Not Applicable C406 Efficient HVAC performance, efficient ElComplies Requirement will be met. [F134]1 lighting system, or on-site supply of ElDoes Not renewable energy consistent with FINot Observable what is shown the approved plans. EINot Applicable Additional Comments/Assumptions: 11 High Impact (Tier 1) medium Impact (Tier 2) 3 �! Low Impact (Tier 3) Project Title: Thomas Lake Elementary School 2018 Addition Report date: 08/21/17 Data filename: S:\ISD196\ES-Thomas Lake\152313 - 2018 Add ition\02-ARCH\COMCheck\Thomas Lake Page 8 of 9 COMCheck.cck Project Title: Thomas Lake Elementary School 2018 Addition Report date: 08/21/17 Data filename: S:\ISD196\ES_Thomas Lake\152313 - 2018 Add ition\02_ARCH\COMCheck\Thomas Lake Page 9 of 9 COMCheck.cck COMcheck Software Version 4.0.6.4 Interior Lighting Compliance Certificate Project Information Energy Code: Project Title: Project Type: Construction Site: 4350 Thomas Lake Rd. Eagan, MN 55122 Allowed Interior Lighting Power 2012 IECC Thomas Lake Elementary School 2018 Addition Addition Owner/Agent: Independent School District 3455 153rd St. West Rosemount, MN 55068 Designer/Contractor: Nicholas Marcucci Wold Architects and Engineers 332 Minnesota St. Suite W2000 St. Paul, MN 55101 6512277773 nmarcucci@woldae.com A B C D Area Category Floor Area Allowed Allowed Watts (ft2) Watts / ft2 (B X C) 1-School/university 3551 1.20 4261 Total Allowed Watts = 4261 Proposed Interior Lighting Power A B C D E Fixture ID : Description / Lamp / Wattage Per Lamp / Ballast Lamps/ # of Fixture (C X D) Fixture Fixtures Watt. 1-School/university[ COLUMBIA 2X4 TROFFER 4000 LUMEN: A: LJT24 LW SERIES: Other: 1 38 34 1292 COLUMBIA 2X4 TROFFER 4000 LUMEN: Al: LJT24 LW SERIES: Other: 1 5 34 170 LCTRL 6"X4' RECESSED 320OL: B: 6L -R -D SERIES: Other: 1 1 31 31 LCTRL 6"X4' RECESSED 160OL: 131: 6L -R -D SERIES: Other: 1 9 16 144 LCTRL 6"X4' RECESSED 1600L copy 1: B2: 6L -R -D SERIES: Other: 1 1 16 16 DUAL -LITE SINGLE FACE EXIT SIGN: E1: LX SERIES: Other: 1 4 1 4 DUAL -LITE DOUBLE FACE EXIT SIGN: E2: LX SERIES: Other: 1 1 2 2 LITHONIA TWIN REMOTE HEAD EM.: EMR: ELATQWP SERIES: Other: 1 1 2 2 COLUMBIA 4' NARROW SUSPENDED: F: LCL SERIES: Other: 1 5 25 125 UP/DOWN LINEAR 2' (MARK): G: S4LWID SERIES: Other: 1 3 8 24 PHILIPS 2' LINEAR (NURSE): G: ALB41_351 SERIES: Other: 1 3 32 96 Total Proposed Watts = 1906 Interior Lighting Compliance Statement Compliance Statement: The proposed interior lighting design represented in this document is consistent with the building plans, specifications, and other calculations submitted with this permit application. The proposed interior lighting systems have been designed to meet the 2012 IECC requirements in COMcheck Version 4.0.6.0 and to comply with any applicable mandatory requirements listed in the Inspection Checklist. Project Title: Thomas Lake Elementary School 2018 Addition Report date: 08/21/17 Data filename: S:\ISD196\ES Thomas Lake\152313 - 2018 Add ition\02_ARCH\COMCheck\Thomas Lake Page 1 of 9 COMCheck.cck Thomas Bernstein - EIT Name - Title .mow... 4in ure Project Title: Thomas Lake Elementary School 2018 Addition Data filename: S:\ISD196\ES_Thomas Lake\152313 - 2018 Add ition\02_ARCH\COMCheck\Thomas Lake COMCheck.cck 08-21-2017 Date Report date: 08/21/17 Page 2 of 9 lil COMcheck Software Version 4.0.6.0 Exterior Lighting Compliance Certificate Project Information Energy Code: Project Title: Project Type: Exterior Lighting Zone Construction Site: 4350 Thomas Lake Rd. Eagan, MN 55122 Allowed Exterior Lighting Power A Area/Surface Category 2012 IECC Thomas Lake Elementary School 2018 Addition Addition 2 (Residential mixed use area) Owner/Agent: Independent School District 3455 153rd St. West Rosemount, MN 55068 B Quantity Designer/Contractor: Nicholas Marcucci Wold Architects and Engineers 332 Minnesota St. Suite W2000 St. Paul, MN 55101 6512277773 nmarcucci@woldae.com C D E Allowed Tradable Allowed Watts Watts / Unit Wattage (B X C) Walkway < 10 feet wide 37 ft of 0.7 Yes 26 Walkway < 10 feet wide 32 ft of 0.7 Yes 22 Total Tradable Watts (a) = 48 Total Allowed Watts = 48 Total Allowed Supplemental Watts (b) = 600 (a) Wattage tradeoffs are only allowed between tradable areas/surfaces. (b) A supplemental allowance equal to 600 watts may be applied toward compliance of both non -tradable and tradable areas/surfaces. Proposed Exterior Lighting Power A B C D E Fixture ID : Description / Lamp / Wattage Per Lamp / Ballast Lamps/ # of Fixture (C X D) Fixture Fixtures Watt. Walkway < 10 feet wide (37 ft of walkway length): Tradable Wattage SPAULDING TYPE III WALLPACK: WW: TRP SERIES: Other: 1 1 34 34 Walkway < 10 feet wide (32 ft of walkway length): Tradable Wattage SPAULDING TYPE III WALLPACK: WW: TRP SERIES: Other: 1 1 34 34 Total Tradable Proposed Watts = 68 !�_�itidbr Ls a PASSES.,, it ' i' better than code Exterior Lighting Compliance Statement Compliance Statement: The proposed exterior lighting design represented in this document is consistent with the building plans, specifications, and other calculations submitted with this permit application. The proposed exterior lighting systems have been designed to meet the 2012 IECC requirements in COMcheck Version 4.0.C, d to comply with any applicable mandatory requirements listed in the Inspection Checklist. Thomas Bernstein - EIT 08-21-2017 Name - Title S g ture Date Project Title: Thomas Lake Elementary School 2018 Addition Report date: 08/21/17 Data filename: S:\ISD196\ES_Thomas Lake\152313 - 2018 Addition\02_ARCH\COMCheck\Thomas Lake Page 3 of 9 COMCheck.cck COMcheck software Version 4.0.6.0 Inspection Checklist Energy Code: 2012 IECC Requirements: 100.0% were addressed directly in the COMcheck software Text in the "Comments/Assumptions" column is provided by the user in the COMcheck Requirements screen. For each requirement, the user certifies that a code requirement will be met and how that is documented, or that an exception is being claimed. Where compliance is itemized in a separate table, a reference to that table is provided. Section j # Plan Review I Complies? Comments/Assumptions , & Req. IDi C103.2 Plans, specifications, and/or ❑Complies Requirement will be met. [PR4]1 calculations provide all information ❑Does Not with which compliance can be Observable determined for the interior lighting .❑Not ❑Not Applicable and electrical systems and equipment and document where exceptions to the standard are claimed. Information provided should include interior lighting power calculations, wattage of bulbs and ballasts, transformers and control devices. C103.2 Plans, specifications, and/or ❑Complies Requirement will be met. [PR8]1 calculations provide all information ❑Does Not with which compliance can be ❑Not Observable determined for the exterior lighting ❑Not Applicable and electrical systems and equipment and document where exceptions to the standard are claimed. Information provided should include exterior lighting power calculations, wattage of bulbs and ballasts, transformers and control devices. C406 Plans, specifications, and/or ❑Complies Requirement will be met. [PR9]1 calculations provide all information ❑Does Not with which compliance can be ❑Not Observable determined for the additional energy ❑Not Applicable efficiency package options. Additional Comments/Assumptions: 1 !High Impact (Tier 1) �2 Medium Impact (Tier 2) 1 3 f Low Impact (Tier 3) Project Title: Thomas Lake Elementary School 2018 Addition Report date: 08/21/17 Data filename: S:\ISD196\ES_Thomas Lake\152313 - 2018 Addition\02_ARCH\COMCheck\Thomas Lake Page 4 of 9 COMCheck.cck Section i # { Footing / Foundation Inspection Complies? Comments/Assumptions & Req.ID C402.2.8 Bottom surface of floor structures _ ❑Complies Exception: Requirement does not apply. [FO12]3 incorporating radiant heating ❑Does Not insulated to >=R-3.5. See the Envelope Assemblies table for values. ❑Not Observable ❑Not Applicable Additional Comments/Assumptions: 11 High Impact (Tier 1) 2 Medium Impact (Tier 2) 13 1 Low Impact (Tier 3) Project Title: Thomas Lake Elementary School 2018 Addition Report date: 08/21/17 Data filename: S:\ISD196\ES_Thomas Lake\152313 - 2018 Add ition\02_ARCH\COMCheck\Thomas Lake Page 5 of 9 COMCheck.cck Section # Rough -in Electrical Inspection Complies? IC405.2-2. Automatic controls to shut off all LiComplies Requirement will be met. 11 building lighting installed in all ElDoes Not EL2 212 buildings. FINot Observable EINot Applicable C4 0 5,2. 1. Independent lighting controls installed EComplies Requirement will be met. 1 per approved lighting plans and all ElDoes Not EL2 312 manual controls readily accessible and. FINot Observable. visible to occupants. ENot Applicable C405.2.1. Lighting controls installed to uniformly ElComplies Requirement will be met. 2 reduce the lighting load by at least OlDoes Not [EL1511 50%. :FlNot Observable. E]Not Applicable i C4 0 5.2.2. Daylight zones provided with OComplies Requirement will be met. 13 individual controls that control the ElDoes Not i[EL1612 lights independent of general area EJNot Applicable IC405.2.3 Sleeping units have at least one ElComplies Exception: Requirement does not apply. master switch at the main entry door ElDoes Not that controls wired luminaires and .E]Not Observable switched receptacles. EJNot Applicable Occupancy sensors installed in Ocomplies Requirement will be met. iC405.2.2. 2 required spaces. ElDoes Not [EL1811 FjNot Observable. E]Not Applicable C405.2.2. Primary sidelighted areas are ElComplies Requirement will be met. 3 equipped with required lighting E]Does Not [EL20]1 controls. ONot Observable EINot Applicable C405.2.2. Enclosed spaces with daylight area ElComplies Exception: Requirement does not apply. 3 under skylights and rooftop monitors ElDoes Not [EL21]1 are equipped with required lighting EJNot Observable. EINot Applicable C4 0 5,2.4 Automatic lighting controls for exterior ElComplies Requirement will be met. [EL2512 lighting installed. FlDoes Not FjNot Observable. E]Not Applicable C405.2.3 Separate lighting control devices for OComplies Requirement will be met. [EL4]1 specific uses installed per approved []Does Not lighting plans. .F�Not Observable E]Not Applicable C405.3 Fluorescent luminaires with odd ElComplies Exception: Requirement does not apply. I[EL19]3 numbered lamp configurations that E]Does Not are within 10 feet center to center (if Not Observable recess mounted) or are within 1 foot EINot Applicable edge to edge (if pendant or surface mounted) shall be tandem wired. C405.4 Exit signs do not exceed 5 watts per DComplies Requirement will be met. [EL611 face. F�Does Not FlNot Observable. EINot Applicable 1 !High Impact (Tier 1) i 2 !'Medium Impact (Tier 2) 3 1 Low Impact (Tier 3 Project Title: Thomas Lake Elementary School 20l8Addition Report date: 08/21/17 Data filename: SAIso omosLake\ 52313 2018 Add ibon\o2_Ancn\coMChecknhumasLake Page 6 o e coMcheck.cck Section # j Rough -in Electrical Inspection E Sc Re+q .1 D i Complies? 1 Comments/Assumptions I C405.6 Exterior grounds lighting over 100 W ❑Complies Requirement will be met. [EL24]1 provides >60 Im/W unless on motion ❑Does Not sensor or fixture is exempt from scope ❑Not Observable of code or from external LPD. ❑Not Applicable C405.2.3 Additional interior lighting power ❑Complies Requirement will be met. [EL8]1 allowed for special functions per the ❑Does Not approved lighting plans and is ❑Not Observable' automatically controlled and ❑Not Applicable separated from general lighting. Additional Comments/Assumptions: -------- 11 High Impact (Tier 1)2� Medium Impact (Tier 2) 3 Low Impact (Tier 3) _ Project Title: Thomas Lake Elementary School 2018 Addition Report date: 08/21/17 Data filename: S:\ISD196\ES_Thomas Lake\152313 - 2018 Add ition\02_ARCH\COMCheck\Thomas Lake Page 7 of 9 COMCheck.cck i Section i ? # Final Inspection { Complies? Comments/Assumptions I Sc Req.I D� C408.2.5. Furnished as -built drawings for ❑Complies Requirement will be met. 1 electric power systems within 30 days ❑Does Not [FI16]3 of system acceptance. ❑Not Observable _ ❑Not Applicable ' C303.3, Furnished O&M instructions for ❑Complies Requirement will be met. C408.2.5. systems and equipment to the ❑Does Not 2 building owner or designated [F117]3 representative. ❑Not Observable ❑Not Applicable C405.5.2 Interior installed lamp and fixture ❑Complies See the Interior Lighting fixture schedule for values. [F118]1 lighting power is consistent with what ❑Does Not is shown on the approved lighting ❑Not Observable plans, demonstrating proposed watts ❑Not Applicable are less than or equal to allowed watts. C405.6.2 Exterior lighting power is consistent ❑Complies See the Interior Lighting fixture schedule for values. [F119]1 with what is shown on the approved ❑Does Not lighting plans, demonstrating ❑Not Observable proposed watts are less than or equal ❑Not Applicable to allowed watts. C408.3 Lighting systems have been tested to ❑Complies Requirement will be met. [F13311 ensure proper calibration, adjustment, ❑Does Not programming, and operation. ❑Not Observable ; ❑Not Applicable C408.3 Lighting systems have been tested to ❑Complies Requirement will be met. [F14811 ensure proper calibration, adjustment, ❑Does Not programming, and operation. ❑Not Observable ❑Not Applicable Additional Comments/Assumptions: 1 !High Impact (Tier 1) _2 Medium Impact (Tier 2) 3 Low Impact (Tier 3) Project Title: Thomas Lake Elementary School 2018 Addition Report date: 08/21/17 Data filename: S:\ISD196\ES_Thomas Lake\152313 - 2018 Add ition\02_ARCH\COMCheck\Thomas Lake Page 8 of 9 COMCheck.cck Project Title: Thomas Lake Elementary School 2018 Addition Report date: 08/21/17 Data filename: S:\ISD196\ES_Thomas Lake\152313 - 2018 Add ition\02_ARCH\COMCheck\Thomas Lake Page 9 of 9 COMCheck.cck COMcheck Software Version 4.0.5.1 Mechanical Compliance Certificate Project Information Energy Code: Project Title: Location: Climate Zone: Project Type: Construction Site: 4350 Thomas Lake Road Eagan, MN 55122 Additional Efficiency Package Unspecified Mechanical Systems List Quantity System Type & Description 2012 IECC Thomast Lake Elementary School 2018 Addition Eagan, Minnesota 6a New Construction Owner/Agent: ISD #196 - Rosemount - Apple Valley - Eagan Public Schools 3455 153rd Street West Rosemount, MN 55068 Designer/Contractor: Joseph Matlock Wold Architects and Engineers 322 Minnesota Street Suite W2000 Saint Paul, MN 55101 651-227-7773 jmatiock@woldae.com HVAC System 1 (Multiple -Zone): Heating: 1 each - Hydronic or Steam Coil, Hot Water, Capacity = 66 kBtu/h No minimum efficiency requirement applies Cooling: 1 each - Split System, Capacity = 93 kBtu/h, Air -Cooled Condenser, Air Economizer Proposed Efficiency = 12.40 EER, Required Efficiency: 11.00 EER (11.2 IEER) Fan System: AHU-6 I Office Addition -- Compliance (Brake HP method) : Passes Fans: Supply Fan Supply, Multi -Zone VAV, 2800 CFM, 3.0 motor nameplate hp, 2.4 brake hp Return Fan Return, Multi -Zone VAV, 2800 CFM, 1.0 motor nameplate hp, 0.5 brake hp Pressure Drop Credits: Fully ducted return and/or exhaust air systems, 0.3389 credit Particulate filtration credit: MERV 13 through 15, 0.6100 credit Sound attenuation section, 0.1017 credit Mechanical Compliance Statement Compliance Statement: The proposed mechanical design represented in this document is consistent with the building plans, specifications, and other calculations submitted with this permit application. The proposed mechanical systems have been designed to meet the 2012 IECC requirements in COMcheck Version 4.0.5.1 and to comply with any applicable mandatory requirements listed in the Inspection Checklist. Joseph Matlock - Mechanical Engineer 8/22/2017 Name - Title Signature Date Project Title: Thomast Lake Elementary School 2018 Addition Report date: 08/22/17 Data filename: S:\ISD196\ES_Thomas Lake\152313 - 2018 Addition\30_CD MILESTONES\COMCheck\Thomas La Page 1 of 8 COMCheck - Mechanical.cck eCOMcheck Software Version 4.0.5.1 xli Inspection Checklist Energy Code: 2012 IECC Requirements: 100.0% were addressed directly in the COMcheck software Text in the "Comments/Assumptions" column is provided by the user in the COMcheck Requirements screen. For each requirement, the user certifies that a code requirement will be met and how that is documented, or that an exception is being claimed. Where compliance is itemized in a separate table, a reference to that table is provided. } Section i I # j Plan Review i Complies? Comments/Assumptions & Req.ID-._. -- C103.2 Plans, specifications, and/or ❑Complies Requirement will be met. [PR2]1 calculations provide all information ❑Does Not with which compliance can be ❑Not Observable determined for the mechanical ❑Not Applicable systems and equipment and document where exceptions to the standard are claimed. Load calculations per acceptable engineering standards and handbooks. C406 Plans, specifications, and/or ❑Complies Requirement will be met. [PR9]1 calculations provide all information ❑Does Not with which compliance can be determined for the additional energy ❑Not Observable efficiency package options. ❑Not Applicable Additional Comments/Assumptions: 1 High Impact (Tier 1) 2 Medium Impact (Tier 2) 3 Low Impact (Tier 3) Project Title: Thomast Lake Elementary School 2018 Addition Report date: 08/22/17 Data filename: S:\ISD196\ES—Thomas Lake\152313 - 2018 Addition\30_CD MILESTONES\COMCheck\Thomas La Page 2 of 8 COMCheck - Mechanical.cck Section ' # Footing I Foundation inspection Complies? Comments/Assumptions C403.2.4. Freeze protection and snow/ice ElComplies Exception: Requirement does not apply. 5 melting system sensors for future ODoes Not [FO9]3 connection to controls. FINot Observable j �E]Not Applicable Additional Comments/Assumptions: E 1 High Impact (Tier 1) i-2 Medium Impact (Tier 2) i 3 1Low Impact (Tier 3) Project Title: Thomast Lake Elementary School 2018 Addition Report date: 08/22/17 Data filename: S:\ISD196\ES_Thomas Lake\152313 - 2018 Addition\30_CD MILESTONES\COMCheck\Thomas La Page 3 of 8 COMCheck - Mechanical.cck section OiNiot observable # Mechanical Rough -in Inspection Complies? Comments/Assumptions 1 & Req.113 Ducts and plenums sealed based on -- - ------- lC403.2.3 HVAC equipment efficiency verified. OComplies See the Mechanical Systems list for values. i[ME55]2 ODoes Not RNot Observable, ❑Not Observable. EINot Applicable IC403.2.7. Applicable ElComplies C403.2.5. Demand control ventilation provided ElComplies Requirement will be met. for spaces >500 sq.ft. and >25 E]Does Not ❑Not Observable: [ME59]1 people/1000 sq.ft. occupant density FlNot Observable EINot Applicable and served by systems with air side E]Not Applicable ElComplies Requirement will be met. economizer, auto modulating outside common return for hot and chilled E]Does Not air damper control, or design airflow water are not used. FINot Observable >3,000 cfm. E]Not Applicable �C403.4.2 VAV fan >= 7.5 hp are driven by OComplies Exception: Requirement does not apply. [IVIE75]2 mechanical or electrical variable E]Does Not :DDoes Not I speed drive, or driven by vane -axial FINot Observable See the Mechanical Systems list for values. with variable speed blades, or operate 'ONot Applicable EINot Applicable with motor demand <=30% design HVAC hydronic heating and cooling ElComplies Requirement will be met. kW at 50% design flow - calculations coils have means to balance and have :DDoes Not required pressure test connections. ❑Not Observable. IC403.2.7 HVAC ducts and plenums insulated. ElComplies Requirement will be met. J2 JIVIE60Where ducts or plenums are installed ElDoes Not I in or under a slab, verification may Observable need to occur during Foundation :E]Not Applicable Inspection. C40 3.2.8 HVAC piping insulation thickness. ElComplies Requirement will be met. 'JME6112 Where piping is installed in or under a ElDoes Not slab, verification may need to occur ❑Not Observable during Foundation Inspection. ENot Applicable '!C403.2.8. Piping Insulation exposed to weather OComplies Requirement will be met. 1 is protected from damage (due to sun, Not [ME7]3 moisture, wind, etc.). ❑Not Observable ONot Applicable IC403.2.8 Thermally ineffective panel surfaces of ElComplies Exception: Requirement does not apply. [ME41]3 sensible heating panels have ElDoes Not insulation >= R-3.5. -7- 11 High Impact (Tier 1) 1 2 ; Medium Impact (Tier 2) i 3 i Low Impact (Tier 3) Project Title: Thomast Lake Elementary School 2018 Addition Report date: 08/22/17 Data filename: S:\ISD196\ES_Thomas Lake\152313 - 2018 Addition\30-CD MILESTONES\COMCheck\Thomas La Page 4 of 8 COMCheck - Mechanical.cck OiNiot observable :E]Not Applicable C403.2.7 Ducts and plenums sealed based on DComplies Requirement will be met. [ME10]2 static pressure and location. ElDoes Not RNot Observable, EINot Applicable IC403.2.7. Ductwork operating >3 in. water ElComplies Requirement will be met. 11.3 column requires air leakage testing. ElDoes Not i[ME11]3 ❑Not Observable: EINot Applicable iC403.4.3. Three -pipe hydronic systems using a ElComplies Requirement will be met. i 1 common return for hot and chilled E]Does Not JME5012 water are not used. FINot Observable E]Not Applicable C4 0 8.2.2. Air outlets and zone terminal devices OComplies Requirement will be met. 1 have means for air balancing. :DDoes Not [IVIE53]3 FlNot Observable EINot Applicable C408.2.2. HVAC hydronic heating and cooling ElComplies Requirement will be met. i2 coils have means to balance and have :DDoes Not I[ME54]3 pressure test connections. ❑Not Observable. ElNot Applicable ----------- -7- 11 High Impact (Tier 1) 1 2 ; Medium Impact (Tier 2) i 3 i Low Impact (Tier 3) Project Title: Thomast Lake Elementary School 2018 Addition Report date: 08/22/17 Data filename: S:\ISD196\ES_Thomas Lake\152313 - 2018 Addition\30-CD MILESTONES\COMCheck\Thomas La Page 4 of 8 COMCheck - Mechanical.cck I Section Mechanical Rough -In Inspection " Complies? Comments/Assumptions €x Req.113 ! C403.4.2 VAV fan motors >=7.5 hp to be driven ❑Complies Exception: Requirement does not apply. [ME66]2 by variable speed drive, have a vane- ❑Does Not axial fan with variable pitch blades, or have controls to limit fan motor ❑Not Observable demand. ❑Not Applicable !C403.4.2. 1 JME67]2 s VAV fans have static pressure sensors positioned so setpoint <=1/3 total design pressure. :❑Complies Requirement will be met. ❑Does Not ❑Not Observable ❑Not Applicable C403.4.2. Reset static pressure setpoint for DDC ❑Complies Requirement will be met. 12 controlled VAV boxes reporting to ❑Does Not [ME24]2 central controller based on the zones ❑Not Observable iC403.2.11 requiring the most pressure. ❑Not Applicable !C403.4.3. Reduce flow in pumping systems >10 ❑Complies Requirement will be met. 5 hp to multiple chillers or boilers when ❑Does Not [ME26]3 others are shut down. ❑Not Observable ❑Not Applicable C403.2.6 Exhaust air energy recovery on ❑Complies [ME57]1 systems meeting Table C403.2.6 ❑Does Not ❑Not Observable ❑Not Applicable iC403.2.11 Unenclosed spaces that are heated ❑Complies Exception: Requirement does not apply. i [ME71]2 use only radiant heat. ❑Does Not ❑Not Observable i j ❑Not Applicable Additional Comments/Assumptions: I 1 High Impact (Tier 1) 2 Medium Impact (Tier 2) 3 Low Impact (Tier 3) Project Title: Thomast Lake Elementary School 2018 Addition Report date: 08/22/17 Data filename: S:\ISD196\ES Thomas Lake\152313 - 2018 Addition\30_CD MILESTONES\COMCheck\Thomas La Page 5 of 8 COMCheck - Mechanical.cck ►. Section An air and/or hydronic system i Requirement will be met. j # Final Inspection Complies? j Comments/Assumptions f & Req.113 I systems. ❑Not Observable 0403.2.4. Heating and cooling to each zone is ❑Complies Requirement will be met. 1 controlled by a thermostat control. ❑Does Not ❑Complies I[F147]3 Minimum one humidity control device ❑Not Observable ❑Does Not ( I per installed humidification/dehumidification ❑Not Applicable ❑Not Observable {. system. ❑Not Applicable !C403.2.4. Thermostatic controls have a 5 OF ❑Complies Requirement will be met. 12 deadband. ❑Does Not ❑Does Not '[F138 ]3 ❑Not Observable ❑Not Observable i ❑Not Applicable '❑Not Applicable C403.2.4. Temperature controls have setpoint ❑Complies Requirement will be met. 2 overlap restrictions. ❑Does Not ❑Does Not [F120]3 :❑Not ❑Not Observable Observable ❑Not Applicable i ❑Not Applicable C403.2.4. Each zone equipped with setback ❑Complies Requirement will be met. 13 controls using automatic time clock or ❑Does Not J[F139]3 programmable control system. ❑Not Observable { I � i ❑Not Applicable C403.2.4. Automatic Controls: Setback to 55°F ❑Complies :Requirement will be met. 3 (heat) and 857 (cool); 7 -day clock, 2- ❑Does Not [F140]3 hour occupant override, 10 -hour ❑Not Observable I backup ❑Not Applicable 1C403.2.4. Systems include optimum start ❑Complies Requirement will be met. 13.3 controls. ❑Does Not j [F141]3 1 ❑Not Observable I ❑Not Applicable 1C408.2.5. Furnished HVAC as -built drawings ❑Complies Requirement will be met. E 1 submitted within 90 days of system ❑Does Not [F17]3 acceptance. ❑Not Observable ❑Not Applicable -------------- --- ..__..__... lC303.3, Furnished O&M manuals for HVAC ❑Complies Requirement will be met. C408.2.5. systems within 90 days of system ❑Does Not 3 1[Fl8]3❑Not acceptance. Observable ! E ❑Not Applicable C408.2.5. An air and/or hydronic system ❑Complies Requirement will be met. 3 balancing report is provided for HVAC ❑Does Not [F143]1 systems. ❑Not Observable ❑Not Applicable C408.2.3. HVAC control systems have been ❑Complies Requirement will be met. 2 tested to ensure proper operation, ❑Does Not [FI10]1 calibration and adjustment of controls. ❑Not Observable ❑Not Applicable C403.2.2 HVAC systems and equipment ❑Complies Requirement will be met. [F127]3 capacity does not exceed calculated ❑Does Not loads. ❑Not Observable '❑Not Applicable C408.2.1 Commissioning plan developed by ❑Complies Requirement will be met. [F128]1 registered design professional or ❑Does Not approved agency. ❑Not Observable ❑Not Applicable 11 High Impact (Tier 1)2 Medium Impact (Tier 2) ! 3 Low Impact (Tier 3) Project Title: Thomast Lake Elementary School 2018 Addition Report date: 08/22/17 Data filename: S:\ISD196\ES Thomas Lake\152313 - 2018 Addition\30—CD MILESTONES\COMCheck\Thomas La Page 6 of 8 COMCheck - Mechanical.cck Section # Final Inspection Complies? Comments/Assumptions Fx Recll3 ___ C408.2.4 Preliminary commissioning report ❑Complies Requirement will be met. [F129]1 completed and certified by registered ❑Does Not design professional or approved .❑Not Observable agency. ❑Not Applicable C408.2.5. Final commissioning report due to :❑Complies Requirement will be met. 4 building owner within 90 days of ❑Does Not [F130]1 receipt of certificate of occupancy. ❑Not Observable ❑Not Applicable C408.2.3. HVAC equipment has been tested to ❑Complies Requirement will be met. 1 ensure proper operation. ❑Does Not [F131]1 ❑Not Observable ❑Not Applicable C406 Efficient HVAC performance, efficient ❑Complies Requirement will be met. [F134]1 lighting system, or on-site supply of ❑Does Not renewable energy consistent with ❑Not Observable what is shown the approved plans. ❑Not Applicable Additional Comments/Assumptions: 1 'High Impact (Tier 1) r 2 ].Medium Impact (Tier 2) i 3 Low Impact (Tier 3) Project Title: Thomast Lake Elementary School 2018 Addition Report date: 08/22/17 Data filename: S:\ISD196\ES Thomas Lake\152313 - 2018 Addition\30_CD MILESTONES\COMCheck\Thomas La Page 7 of 8 COMCheck - Mechanical.cck Project Title: Thomast Lake Elementary School 2018 Addition Report date: 08/22/17 Data filename: S:\ISD196\ES Thomas Lake\152313 - 2018 Addition\30_CD MILESTONES\COMCheck\Thomas La Page 8 of 8 COMCheck - Mechanical.cck NN�M��"�- �� "ES, LL" Thomas Loke Elementary School Addition Minnesota NTI Project No. 17.62127. 100 Prepared For: independent School District l9G Rosernount—App|eVaUey—Eagan c/o Wold Architects &Engineers 332Minnesota Street, Suite VV20OO St. Paul, MN55101 N T I" NORTHERN TECHNOLOGIES, LLC (7130 Carmen AvenLle East Inver Grove Heights, MN 55073 R 351.389.4191 F: 651.369.4190 www.NTIgeo.com Independent School District 196 Rosemount — Apple Valley — Eagan c/o Wold Architects & Engineers 332 Minnesota Street, Suite W2000 St. Paul, M N 55101 Attention: Mr. Nick Marcucci Subject: Geotechnical Exploration and Engineering Review Thomas lake Elementary School Addition Eagan, Minnesota NTI Project No. 17.62127.100 Dear Mr. Marcucci, Unearthing confidence TM August 3, 2017 In accordance with your request and subsequent authorization, Northern Technologies, LLC (NTI) conducted a Geotechnical Exploration for the above referenced project. Our services included advancement of exploration borings and preparation of a preliminary engineering report with recommendations developed from our geotechnical services. Our work was performed in general accordance with our proposal dated June 15, 2017. Soil samples obtained at the site will be held for 60 days at which time they will be discarded. Please advise us in writing if you wish to have us retain them for a longer period. You will be assessed an additional fee if soil samples are retained beyond 60 days. We appreciate the opportunity to have been of service on this project. If there are any questions regarding the soils explored or our review and recommendations, please contact us at your convenience at (651) 389-4191. Northern Technologies, LLC Steven D. Gerber, P.E. Senior Engineer -4 Debra A. Schroeder, P.E. Senior Engineer Thomas Lake Elementary School Addition Eagan, Minnesota NTI Project No. 17.62127.100 Contents 1.0 EXECUTIVE SUMMARY.........................................................................................................................1 2.0 INTRODUCTION....................................................................................................................................2 2.1 Site /Project Description....................................................................................................................... 2 2.2 Scope of Services.................................................................................................................................... 2 3.0 EXPLORATION PROGRAM RESULTS......................................................................................................3 3.1 Exploration Scope.................................................................................................................................. 3 3.2 Subsurface Conditions........................................................................................................................... 3 3.3 Groundwater Conditions........................................................................................................................ 4 3.4 Laboratory Test Program....................................................................................................................... 4 4.0 ENGINEERING REVIEW AND RECOMMENDATIONS..............................................................................4 4.1 Project Scope......................................................................................................................................... 4 4.2 Site Preparation..................................................................................................................................... 5 4.3 Shallow Foundations.............................................................................................................................. 6 4.4 Bearing Factor of Safety and Estimate of Settlement............................................................................ 7 4.5 Subsurface Drainage.............................................................................................................................. 8 4.6 Utilities...................................................................................................................................................8 4.7 Slab -on -Grade Floors............................................................................................................................. 9 4.8 Exterior Backfill...................................................................................................................................... 9 4.9 Surface Drainage................................................................................................................................. 10 4.10 Frost Considerations............................................................................................................................ 10 5.0 CONSTRUCTION CONSIDERATIONS....................................................................................................10 5.1 Excavation Stability............................................................................................................................. 10 5.2 Engineered Fill & Winter Construction................................................................................................. 11 6.0 CLOSURE............................................................................................................................................11 i 4i Ir1111ill '11 Ir Thomas Lake Elementary School Addition NTI Project No. 17.62127.100 1.0 EXECUTIVE SUMMARY We briefly summarize below our geotechnical recommendations for the proposed project. The summary must be read in complete context with our report. • Our soil borings generally encountered 2.0 to 4.5 feet of existing fill material overlying native glacial deposits. The fill consisted of clayey sand, silty sand, and sand with silt or clay soils. The native soils were generally consisted of silty sand, sandy silt, and clayey sand, with varying amounts of gravel. • We conclude you may support the proposed structure addition upon standard perimeter strip and spread column footings on competent, non-organic natural soil(s) or engineered fill, as recommended within our report. • Building linear strip footings and interior column footings (if required) may be proportioned using the maximum net allowable soil bearing pressures of 3,500 pounds per square foot (psf). • The drill crew observed the borings for groundwater (if any) during and at the completion of drilling activities. Groundwater was not encountered in our borings. However, the on-site clay and silt based soils are relatively impervious and are conducive to the development of zones of perched water at varying elevations and locations across the project site. • Overall, the site soils are conducive to movement of groundwater both laterally and vertically over time. The moisture content of such soils can vary annually and per recent precipitation. Such soils and other regional dependent conditions may produce groundwater entry of project excavations. We direct your attention to other report sections and appendices attachments concerning groundwater issues and subsurface drainage. Page 1 of 12 Thomas Lake Elementary School Addition Eagan, Minnesota NTI Project No. 17.62127.100 2.0 INTRODUCTION 2.1 Site / Project Description The proposed Thomas Lake Elementary School Addition project is to be constructed as defined within Table 1. Table 1: Project & Site Description Item Description Building Type One to two story building addition _..._._______..___.....___.__.._...__..----------- .__._..__._......_...._........._.__..._.--------------------------------------------------------------------- ...__.-_..._........._......._.........._._.._._.__.._..__._...________.________.______.______..__..._ Floor Elevation To match existingfloor elevations. ._______.__.__ ----------- .______._____.__.__-_.___........_..._..___....._.....__....................._.._........._._......__-___---__________________________________ ____� _._ ._.___.___.----- .-__..___.._.__..__._...........__..___.__.. Maximum Change in Site Elevation Site grades within 2 feet of existing grades. Site Description Location of Project 14350 Thomas Lake Road in Eagan, Minnesota. ___..._..._.____._._......._..__._._.._.___.___..____--._......_-___.__....._-_-...._......__..................__.-............_...._...._....._.._-------------------------------------------------------- _..____._._____.__._.._._._.._.__............__._.._...___.........._._.........................__.... Existing Land Use / Improvements to Parcel Elementary school campus. Current Ground Cover Concrete sidewalks and landscaped area. Topography at Site There is less than 1 foot of elevation change between our soil boring locations. 2.2 Scope of Services The purpose of this report is to present a summary of our geotechnical exploration and provide generalized opinions and recommendations regarding the soil conditions and design parameters for founding of the project. Our "scope of services" was limited to the following: 1. Explore the project subsurface by means of three (3) standard penetration(SPT) borings to depths of approximately 25 feet below existing grade and conduct laboratory test(s) on representative samples for characterizing the index and engineering properties of soils strata at site. 2. Prepare a report presenting our findings from our field exploration, laboratory testing, and engineering recommendations for foundation types, footing depths, allowable bearing capacity, estimated settlements, floor slab support, excavation, engineered fill, backfill, compaction and potential construction difficulties related to excavation, backfilling, and drainage. Page 2 of 12 Thomas Lake Elementary School Addition Eagan, Minnesota NTI Project No. 17.62127.100 3.0 EXPLORATION PROGRAM RESULTS 3.1 Exploration Scope Site geotechnical drilling occurred on June 27, 2017 with individual borings advanced at approximate locations as presented on the diagram within the appendices. NTI located the borings relative to existing site features. NTI estimated the elevation of the boring utilizing a Trimble GeoXH 6000 GPS unit referencing NAVD 1988 Datum. Boring elevations should be considered to be approximate. Please refer to the Boring Location Diagram and the Boring Logs in Appendix C. The boreholes were backfilled with auger cuttings or were abandoned using high solids bentonite or neat cement grout as per appropriate local and state statutes. Minor settlement of the boreholes may occur. The Owner is responsible for final closure of the boreholes. 3.2 Subsurface Conditions Please refer to the boring logs within the appendices for a detailed description and depths of stratum at each boring. Based on results of the current geotechnical exploration, Table 2 provides a general depiction of subsurface conditions at the project site. Additional comment on the evaluation of recovered soil samples is presented within the report attachments. Stratum Surface Table 2: Typical Subsurface Stratigraphy at Project Site' Depth to Base of Stratum below existing grade Material Description Notes 5.0 inches Topsoil 3.0 inches Concrete 3.0 inches Aggregate Base Topsoil and aggregate base a designations by visual observation only and not intended to confer conformance with DOT or other municipal standards. Undocumented fill primarily Undocumented 2.0 to 4.5 feet composed of silty sand (SM), Variably compacted. Fill clayey sand (SC) and poorly graded sand with clay (SP -SC). _----------__.____ Glacially Poorly graded sand with silt (SP- Generally medium dense to Deposited Termination depths of the borings SM), silty sand (SM), clayey sand dense. The consistency of the Soils. (SC), and sandy silt (ML). silt soils was stiff. 1 Table summary is a generalization of subsurface conditions and may not reflect variation in subsurface strata occurring on site. The general geologic origin of retained soil samples is listed on the boring logs. Page 3 of 12 Thomas Lake Elementary School Addition Eagan, Minnesota NTI Project No. 17.62127.100 3.3 Groundwater Conditions The drill crew observed the borings for groundwater (if any) during and at the completion of drilling activities. Groundwater, however, was not observed in our borings. However, the on-site clay and silt laden fill soils are relatively impervious and are conducive to the development of zones of perched water at varying elevations and locations across the project site. Overall, the site soils are conducive to movement of groundwater both laterally and vertically. The moisture content of such soils can vary annually and per recent precipitation. Such soils and other regional dependent conditions may produce groundwater entry of project excavations. We direct your attention to other report sections and appendices attachments concerning groundwater issues and subsurface drainage. 3.4 Laboratory Test Program Our analysis and recommendations of this report are based upon our interpretation of the standard penetration resistance determined while sampling soils, laboratory test results, and experience with similar soils from other sites near the project. The results of such tests are summarized on the boring logs or attached test forms. 4.0 ENGINEERING REVIEW AND RECOMMENDATIONS The following recommendations are based on our present knowledge of the project. We ask that you or your design team notify us immediately if significant changes are made to project size, location, or design, as we would need to review our current recommendations and provide modified or different recommendations with respect to such change(s). 4.1 Project •.. We understand the proposed structure additions will include concrete footings and foundation walls for support of above grade construction. NTI's assumed foundation loads and change in grade is summarized within Table 3. Our assessment of project soils, opinions, and report recommendations are based directly on application of estimated structural loads to site soils. Table 3: Foundation Loads / Change in Grade / Footing Elevation Building Element Perimeter Strip Footings Interior Strip Footings Isolated Interior Column Footings Exterior Column Footings _.__-------------------- ---.---�_.. Change in Overall Site Grade (from original ground surface) _ --- --__--- Free Standing Retaining Walls Load / Condition 4 kips per lineal foot or less --------------- ----------- .. ---------------.---- 4 kips per lineal foot or less 100 kips or less 80 kips or less 2 feet or less None anticipated Basement Excavation (from final grade) None anticipated Page 4 of 12 Thomas Lake Elementary School Addition Eagan, Minnesota NTI Project No. 17.62127.100 4.2 Site Preparation We recommend that concrete sidewalks, apparent aggregate base, topsoil, organic soils, undocumented fill, man-made structures (if encountered) and/or any unsuitable material(s) be removed from within the proposed building addition. Any abandoned underground pipes, left in place within green space or below paved areas, should be fully grouted. Any existing underground utilities must be removed from within the proposed building pad. Care should be taken not to disturb the bearing soils beneath the existing building foundations. It is recommended that, where possible, excavations below existing footings not extend below an extended plane that projects out and down from the outside edge of existing footings at a slope of approximately 2H:1V. Where this is impractical, shoring or underpinning of existing foundations may be required to prevent undermining or movement of the existing structures. We recommend that you oversize all earthwork improvements and excavations where fill materials are placed below foundations. The minimum excavation oversize should extend per the requirements outlined in Appendix B. Additional localized excavations may be necessary or the removal of unsuitable materials occurring below base of footing construction. Table 4 provides a summary of excavation necessary to remove unsuitable materials at respective borings performed within the proposed building addition areas. Table 4: Summary of Soil Correction / Excavation' The Geotechnical Engineer of Record or their designated representative should review project excavations to verify removal of unsuitable material(s) and adequate bearing support of exposed soils. All such observations should occur prior to the placement of engineering fill or construction of footings and floor slabs. Following the removal of the unsuitable soils, NTI recommends that native soils at the exposed grade (i.e. base of excavations) be compacted until such materials achieve no less than 100 percent of the maximum dry density as determined by the standard Proctor test (ASTM: D 698). Page 5 of 12 Estimated Existing Estimated Depth Bottom of Ground to Bottom of Unsuitable Boring Elevation Unsuitable Materials Number (feet) Unsuitable Soil / Material Materials (feet) Elevation (feet) SB -1 916.0 Topsoil / Undocumented Fill 2.0 914.0 SB -2 916.0 Concrete / Aggregate Base 4.5 911.5 Undocumented Fill SB -3 915.5 Concrete / Aggregate Base 2.0 913.5 Undocumented Fill 1. Borings contained trace organic materials and/or apparent fill materials within the collected samples. These areas and other areas exposed during the site grade may require deeper corrections dependent upon the materials encountered during the site grading activities. 2. Based on elevations at the boring locations as noted above in Section 3.1, Exploration Scope. The Geotechnical Engineer of Record or their designated representative should review project excavations to verify removal of unsuitable material(s) and adequate bearing support of exposed soils. All such observations should occur prior to the placement of engineering fill or construction of footings and floor slabs. Following the removal of the unsuitable soils, NTI recommends that native soils at the exposed grade (i.e. base of excavations) be compacted until such materials achieve no less than 100 percent of the maximum dry density as determined by the standard Proctor test (ASTM: D 698). Page 5 of 12 Thomas Lake Elementary School Addition Eagan, Minnesota NTI Project No. 17.62127.100 The on-site, native, non-organic, debris -free soils may be utilized as structural engineered fill when properly moisture conditioned. If cleaner granular soils are placed over the relatively impervious soils such as silty sand (SM), clayey sand (SC) and sandy silt (ML) soils, then these areas with granular engineered fill should be provided with a drainage or weep system to prevent a "bathtub affect" from developing. If these zones are not drained they have the potential to collect water within the void spaces and may undergo significant volumetric change during periods of freeze thaw. This change in volume has the potential to cause distress within the proposed structure. All excavations should be in conformance with OSHA 1926 Subpart P. The grading contractor should provide a "competent person" as defined in the regulations, to determine the requirements for sloping and benching based on the soil types and groundwater seeps encountered. Portions of the existing on-site previously placed fill soils have the potential to be re -used as engineered fill for preparation of the building pad when such soils are conditioned and placed as presented within this report. However, NTI cautions that due to the undocumented nature of the apparent fill soils, there is the potential that zones of debris laden soils may be encountered as well. Any organic or debris laden soils would need to be sorted and are not considered to be suitable for reuse. Considering that the composition and compaction effort of existing fill soils are not documented, the prediction of the percent of re -usable material is difficult. In addition, the exact delineation of native versus undocumented fill is difficult due to the limited sample size and soil disturbance due to the sampling technique. For this reason, the design team should be aware that there is the potential that there may be some variation in the depth of fill encountered during site excavations as compared to the boring logs. All engineered fill for site corrective earthwork and for support of project footings should be tempered for moisture content, placed, and be compacted to the criteria presented within Appendix B. The addition's foundation system will be constructed adjacent to the existing structure's foundations. We encountered undocumented fill in the borings that should be removed and replaced to provide foundation support, as stated above. The encountered soils have the potential to ravel into the excavation from beneath the existing structure's foundations during construction. We recommend that the existing foundations be underpinned or the new structure bear on deep foundations, such as helical piers, or both. 4.3 Shallow Foundations The following bearing recommendations are based on our understanding of the project. You should notify us of any changes made to the project size, location, design or site grades so we can assess how such changes impact our recommendations. We assume foundation elements will impose maximum vertical loads as previously noted within this report. In our opinion, you may support the proposed structure addition by founding strip footings and interior column footings on competent, non-organic native soils, or engineered fill, providing such construction complies with the criteria established within this report. Design of footings may be based on the Table 5 maximum net allowable soil bearing pressures. Page 6 of 12 Thomas Lake Elementary School Addition Eagan, Minnesota NTI Project No. 17.62127.100 Table 5: Recommended Maximum Net Allowable Soil Bearing Pressure' - Conventional Shallow Foundation Construction Location Criteria Perimeter Strip Footings, Perimeter Columns: Perimeter strip footings and perimeter column footings supported on documented fill or competent native soils below depth of frost penetration. Interior Strip Footings: Interior strip footings supported on documented fill or competent native soils at a depth that provides no less than 6 inches of clearance between the top of footing and underside of floor slab (for sand cushion). Interior Column Footings: Supported on documented fill or competent native soils at a depth that provides no less than 6 inches of clearance between the top of footing and underside of floor slab (for sand cushion). Maximum 3,500 psf (All foundations) Maximum net allowable soil bearing pressure recommendations predicated on footing design and construction complying with recommendations presented within this report. To minimize local failure of supporting soils, it is our opinion footing construction should comply with the International Building Code (IBC) requirements. Foundations in unheated buildings or unheated building areas such as stoops and canopies, or foundations left exposed to winter conditions during construction, should be based at least 5 feet below the proposed finished grade for frost protection. Footings below structures anticipated to be heated (greater than 60 degrees F) in winter should be constructed at least 3.5 feet below proposed finished grade. Continuous strip footings under bearing walls should be at least 1 foot wider than the walls they support and be a minimum of 18 inches wide. Interior footings should be based at least 1.5 feet below design floor elevation. 4.4 Bearing Factor of Safety and Estimate of Settlement We estimate native soils and properly placed engineered fill soils will provide a theoretical factor of safety of 3 against localized bearing failure when construction complies with report criteria and recommendations, and you design structure footings using the Table 5 maximum net allowable soil bearing recommendation (s). We estimate that footings loaded per report recommendations may experience long term, total settlement of approximately 1/2 to 1 inch. Differential settlement will be on the order of 25 to 50 percent of total settlement. Page 7 of 12 Thomas Lake Elementary School Addition Eagan, Minnesota NTI Project No. 17.62127.100 Some overlap in stress distribution from new and existing footings may occur, which may cause some movement of the existing footings and the supported structures. Maintaining a clear distance at least equal to the width of the new spread footings between the edges of the new and existing footings could reduce this risk. Connections between the new and existing structures should be designed to allow for the anticipated differential movement. If proposed foundations are placed within 1 footing width away from the existing foundations, then permanent underpinning of the existing foundations to accommodate the overlapping stress may be necessary. Generally, the greatest differential settlement occurs between lightly loaded and heavily loaded footings, particularly if heavily loaded footings are located adjacent to lightly loaded strip footings. Most of the settlement will occur on first loading, as the structure is erected. It should also be understood that while the settlement beneath foundations and slabs in the existing building is likely complete, all of the settlement in the addition would be new. Unless they are structurally connected, some differential movement should be considered likely between the new and existing structures. Furthermore, total and differential movement of footings and floor slabs could be significantly greater than the above estimates if you support construction on frozen soils. The moisture content of the bearing soils significantly changes from in-situ conditions when snow or ice lenses are incorporated into site earthwork. 4.5 Subsurface Drainage NTI considers the installation of a subsurface drain system at the interior base of foundation walls to be a preferred practice of construction. The subsurface drain system will help to limit moisture accumulation within granular soils placed below interior floors. You should also consider placement of a separate subsurface drainage system exterior to perimeter foundation walls. As a general guideline, subsurface drainage consists of a geotextile and coarse drainage aggregate encased slotted or perforated pipe extending to sump basin(s) We recommend that exterior drainage be separated from interior drainage to reduce risk of cross flow and moisture infiltration below structure interior. The Owner with consultation from the design team should weigh the cost versus potential risks associated with the elimination of the drainage system to determine actual need for subsurface drainage. 4.6 Utilities Utility trenches should be backfilled in 6 -inch maximum depth loose lifts. It is especially important that you compact trench backfill of underground utilities to minimize future settlement of green space and pavement areas. Please refer to Appendix B for compaction specifications. The stability of embankments along utility excavations is dependent on soil strength, site geometry, moisture content, and any surcharge load for excavated soils and equipment. Cautionary comment on excavation stability is provided within other report sections. Page 8 of 12 Thomas Lake Elementary School Addition Eagan, Minnesota NTI Project No. 17.62127.100 We herein note that the Contractor is solely responsible for assessing the stability of and executing underground utility and project excavations using safe methods. Contractor is also responsible for naming the "competent individual" as per Subpart P of 29 CFR 1926.6 (Federal Register - OSHA). 4.7 Slab -on -Grade Floors The floor slabs should be constructed directly over documented engineered fill or non-organic, competent native soil as described in the Site Preparation section. The design of the floor slab may be based on an estimated modulus of subgrade reaction (k) of 200 pci (pounds per square inch per inch of depth). The final 6 inches of fill below the concrete floor slabs should consist of pit run or processed sand (sand cushion) with 100 percent material passing the 1 inch, no more than 40 percent passing the No. 40 sieve and no more than 5 percent material passing the No. 200 U.S. Sieve. The moisture content of the sand cushion should be within plus or minus 2 percent of the optimum moisture content determined by the standard Proctor test. All interior at -grade floors with impervious or near impervious surfacing such as, but not limited to, paint, hardening agent, vinyl tile, ceramic tile, or wood flooring, should include provision for installation of a vapor barrier system. Historically, vapor barrier systems can consist of many different types of synthetic membrane, and can be placed either below sand cushion materials or at the underside of the concrete floor. All such issues are contentious and have both positive and negative aspects associated with long term performance of the floor. Overall, we recommend you install some form of vapor barrier below the project floor (for at -grade and basement construction, as appropriate). We recommend that you isolate floor slabs from other building components by placement of a nominal inch thick expansion joint between the floor and walls, and/or columns. This construction must also apply a compatible sealant after curing of the floor slab to reduce moisture penetration though the expansion joint. As a minimum, you should install a bond breaker to isolate and reduce binding of building components. Exterior backfill of at -grade foundations walls which do not retain soil should consist of non-organic, debris free soils. Placement of exterior backfill against at -grade, non -earth retaining foundation walls should be performed concurrent with interior backfill to minimize differential loading, rotation and/or movement of the wall system. The final one foot of exterior backfill for green areas may consist of clay or silt based topsoil. The final exterior backfill for areas supporting sidewalks and/or pavements should consist of a free draining aggregate base as recommended for the respective construction. Backfill should be tempered for correct moisture content, then placed and compacted in individual lifts of exterior backfill per criteria presented within Appendix B of our report. Page 9 of 12 Thomas Lake Elementary School Addition Eagan, Minnesota NTi Project No. 17.62127.100 4.9 Surface Drainage You should maintain positive drainage during and after construction of project and eliminate ponding of water on site soils. We recommend that you include provisions within construction documents for positive drainage of site. You should install sumps at critical areas around project excavations to assist in removal of seepage and runoff from site. We recommend that sidewalks, curbing, pavements, and green space be designed to direct drainage away from the structure. We recommend that you provide a 5 percent gradient within 10 feet of building for drainage from lawn, and 2 percent minimum gradient from building for drainage of sidewalks/ pavements. All pavements should drain to on-site storm collection, municipal collection system, or roadside ditching. Roof runoff should be directed away from the building by a system of interior roof and scupper drains, or rain gutters, down spouts and splash pads. It is our opinion interior roof drains plumbed directly to the storm water piping system provide the most favorable method of conveying drainage from the roof as interior drains do not freeze or discharge runoff onto exterior sidewalks and pavements. 4.10 f=rost Considerations The soils on this site are frost susceptible, and small amounts of groundwater can be detrimental to the performance of the slabs and pavements. Exterior slabs and pavements should be expected to heave. If frost action needs to be eliminated in critical areas, then we recommend the use of structural slabs (e.g., as structural stoops in front of building doors). It is our opinion that placing non -frost susceptible material in large areas under exterior pavements and sidewalks would be exceedingly expensive and an unusual design and construction procedure. However, in entrances with concrete plaza areas and ADA accessible ramps where structural support is not practical, we recommend placing clean sand (SP) or sand with silt (SP -SM) soils with less than 10 percent material passing the No. 200 sieve beneath these areas. This area should be connected to drain tile connected to the site drainage system if it is surrounded by clay or clayey sand. A 3H: 1V (Horizontal: Vertical) transition zone between non or low frost susceptible soils (SP, SP -SM) and other soils to help prevent differential frost movement. Non -frost susceptible fill should consist of poorly graded sand or gravel with less than 5 percent material passing the number 200 sieve (SP) and less than 50 percent passing the No. 40 sieve. 5.1 Excavation Stability Excavation depth and sidewall inclination should not exceed those specified in local, state or federal regulations. Excavations may need to be widened and sloped, or temporarily braced, to maintain or develop a safe work environment. Also, contractors should comply with local, state, and federal safety regulations including current OSHA excavation and trench safety standards. Temporary shoring must be designed in accordance with applicable regulatory requirements. Page 10 of 12 Thomas lake Elementary School Addition Eagan, Minnesota NTI Project No. 17.62127.100 5.2 Engineered Fill & Winter Construction The Geotechnical Engineer of Record or their designated representative should observe and evaluate excavations to verify removal of uncontrolled fills, topsoil and/or unsuitable material(s), and adequacy of bearing support of exposed soils. Such observation should occur prior to construction of foundations or placement of engineered fill supporting excavations. Engineered fill should be approved by the Geotechnical Engineer of Record prior to placement. In addition, the engineered fill should be tempered for correct moisture content and then place and compact individual lifts of engineered fill to criteria established within the appendices attachment. Frozen soil should never be used as engineered fill or backfill nor should you support foundations on frozen soils. Moisture freezing within the soil matrix of fine grained and/or cohesive soils produces ice lenses. Such soils gain moisture from capillary action and, with continued growth, heave with formation of ice lenses within the soil matrix. Foundations constructed on frozen soils have the potential to settle once ice lenses thaw. You should protect excavations and foundations from freezing conditions or accumulation of snow, and remove frozen soils, snow, and ice from within excavations, fill section or from below proposed foundations. Replacement soils should consist of similar materials as those removed from the excavation with moisture content, placement and compaction conforming to report criteria. As the widely spaced, small diameter borings provide only a limited amount of data regarding the existing fill, the existing fill may contain soft zones, debris or significantly greater amounts of unsuitable materials than could be reasonably inferred from the boring information. Unsuitable materials may not be discovered during construction and may remain buried within the fill below the slabs and pavements, resulting in greater than anticipated settlements of the slabs and pavements. These risks cannot be eliminated without completely removing the fill, but can be reduced by thorough exploration and testing during site preparation and construction. Our conclusions and recommendations are predicated on observation and testing of the earthwork directed by Geotechnical Engineer of Record. Our opinions are based on data assumed representative of the site. However, the area coverage of borings in relation to the entire project is very small. For this and other reasons, we do not warrant conditions below the depth of our borings, or that the strata logged from our borings are necessarily typical across the site. Deviations from our recommendations by plans, written specifications, or field applications shall relieve us of responsibility unless our written concurrence with such deviations has been established. The scope of services for this project does not include either specifically or by implication any environmental or biological assessment of the site or identification or prevention of pollutants, hazardous materials or conditions. If the owner is concerned about the potential for such contamination or pollution, other studies should be undertaken. Page 11 of 12 Thomas Lake Elementary School Addition Eagan, Minnesota NTI Project No. 17.62127.100 This report has been prepared for the exclusive use of Independent School District 196 Rosemount — Apple Valley — Eagan, and its agents, for specific application to the proposed Thomas Lake Elementary School Addition project in Eagan, Minnesota. Northern Technologies, LLC has endeavored to comply with generally accepted geotechnical engineering practice common to the local area. Northern Technologies, LLC makes no other warranty, expressed or implied. Northern Technologies, LLC Debra A. Schroeder, P.E. Senior Engineer Steven D. Gerber, P.E. Senior Engineer DAS/sdg 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. Debra A. Schroeder Date: 08/03/2017 Reg. No. 52743 Page 12 of 12 Thomas Lake Elementary School Addition Eagan, Minnesota NTI Project No. 17.62127.100 GEOTECHNICAL EVALUATION OF RECOVERED SOIL SAMPLES We visually examined recovered soil samples to estimate distribution of grain sizes, plasticity, consistency, moisture condition, color, presence of lenses and seams, and apparent geologic origin. We then classified the soils according using the Unified Soil Classification System (ASTM D2488). A chart describing this classification system and general notes explaining soil sampling procedures are presented within appendices attachments. The stratification depth lines between soil types on the logs are estimated based on the available data. In-situ, the transition between type(s) may be distinct or gradual in either the horizontal or vertical directions. The soil conditions have been established at our specific boring locations only. Variations in the soil stratigraphy may occur between and around the borings, with the nature and extent of such change not readily evident until exposed by excavation. These variations must be properly assessed when utilizing information presented on the boring logs. We request that you, your design team or contractors contact NTI immediately if local conditions differ from those assumed by this report, as we would need to review how such changes impact our recommendations. Such contact would also allow us to revise our recommendations as necessary to account for the changed site conditions. FIELD EXPLORATION PROCEDURES Soil Sampling — Standard Penetration Boring: Soil sampling was performed according to the procedures described by ASTM D-1586. Using this procedure, a 2 inch O.D. split barrel sampler is driven into the soil by a 140 pound weight falling 30 inches. After an initial set of six inches, the number of blows required to drive the sampler an additional 12 inches is recorded (known as the penetration resistance (i.e. "N -value") of the soil at the point of sampling. The N -value is an index of the relative density of cohesionless soils and an approximation of the consistency of cohesive soils. Soil Sampling — Power Auger Boring: The boring(s) was/were advanced with a 6 inch nominal diameter continuous flight auger. As a result, samples recovered from the boring are disturbed, and our determination of the depth, extend of various stratum and layers, and relative density or consistency of the soils is approximate. Soil Classification: Soil samples were visually and manually classified in general conformance with ASTM D-2488 as they were removed from the sampler(s). Representative fractions of soil samples were then sealed within respective containers and returned to the laboratory for further examination and verification of the field classification. In addition, select samples were submitted for laboratory tests. Individual sample information, identification of sampling methods, method of advancement of the samples and other pertinent information concerning the soil samples are presented on boring logs and related report attachments. Thomas lake Elementary School Addition Eagan, Minnesota NTI Project No. 17.62127.100 GENERAL NOTES 4" Diameter Flight Auger DRILLING and SAMPLING SYMBOLS 6 FA LABORATORY TEST SYMBOLS SYMBOL DEFINITION SYMBOL DEFINITION C.S. Continuous Sampling W Moisture content -percent of dry weight P.D. 2-3/8" Pipe Drill D Dry Density -pounds per cubic foot C.O. Cleanout Tube LL, PL Liquid and plastic limits determined in accordance Pq Penetrometer reading-tons/square foot with ASTM D 423 and D 424 3 HSA 3 %" I.D. Hollow Stem Auger QU Unconfined compressive strength -pounds per H.A. Hand Auger square foot in accordance with ASTM D 2166-66 4 FA 4" Diameter Flight Auger 6 FA 6" Diameter Flight Auger CONSISTENCY 2 Y C 2 %" Casing N60 Value (corrected) TERM 4 C 4" Casing _�.-_-------------..-.-------_- _-. _.--.___-_. ---_-- -- -_ -- ._ -_____ .__.--_------_- 0-4 D. M. Drilling Mud Pq Penetrometer reading-tons/square foot J.W. Jet Water S Torvane reading-tons/square foot H.A. Hand Auger G Specific Gravity — ASTM D 854-58 NXC Size NX Casing SL Shrinkage limit — ASTM 427-61 BXC Size BX Casing Ph Hydrogen ion content -meter method AXC Size AX casing 0 Organic content -combustion method SS 2" O.D. Split Spoon Sample M.A. Grain size analysis 2T 2" Thin Wall Tube Sample C* One dimensional consolidation 3T 3" Thin Wall Tube Sample QC Triaxial Compression Over 3" A little * See attached data Sheet and/or graph WATER LEVEL SYMBOL Water levels shown on the boring logs were determined at the time and under the conditions indicated. In sand, the indicated levels can be considered relatively reliable for most site conditions. In clay soils, it is not possible to determine the ground water level within the normal scope of a test boring investigation, except where lenses or layers of more pervious water bearing soil are present; and then a long period of time may be necessary to reach equilibrium. Therefore, the position of the water level symbol for cohesive or mixed soils may not indicate the true level of the ground water table. The available water level information is given at the bottom of the log sheet. DESCRIPTIVE TERMINOLOGY RELATIVE DENSITY CONSISTENCY TERM N60 Value (corrected) TERM N60 Value (corrected) _ Very Loose _�.-_-------------..-.-------_- _-. _.--.___-_. ---_-- -- -_ -- ._ -_____ .__.--_------_- 0-4 Soft 0-4 Loose 5-8 Medium 5-8 Medium Dense 9-16 Rather Stiff 9-15 Dense 16-30 Stiff 16-30 Very Dense Over 30 Very Stiff Over 30 RELATIVE PROPORTIONS PARTICLE SIZES TERMS RANGE MATERIAL DESCRIPTION U.S. SIEVE SIZE Trace 0-5% Boulders Over 3" A little 5-15% Gravel Coarse 3" to %" Some 15-30% Medium %" to #4 Sand Coarse #4 to #10 Medium #10 to #40 Fine #40 to #200 Silt and Clay Determined by Hydrometer Test Thomas Lake Elementary School Addition Eagan, Minnesota NTI Project No. 17.62127.100 CLASSIFICATION of SOILS for ENGINEERING PURPOSES ASTM Designation D-2487 and D2488 (Unified Soil Classification System) Major Divisions Group Typical Name Classification Criteria Symbol O 0 O rn J o Q O 0D 0 0 N r S U U E X O J L C 3 C � N O J U) o o U Q � O O O O O O O O CO Ln V M N 1Iw1_1 I( 014Seld Inorganic silts, very fine Well —graded gravels and N ML sands, rock flour, silty or o N v GW gravel -sand mixtures, little a, Cu = D60 / D10 greater than 4. fines. U @ o or no Inorganic clays of low to = (D30)2 / (D10 x D60) between 1 & 3. 0 a; medium plasticity, gravelly > o M 4- CL clays, sandy clays, silty E cPoorly clays, lean clays. graded gravels and J _0 Ln v GP gravel -sand mixtures, little Cra) Not meeting both criteria for GW materials. ,nU Z o z `p 0 J or no fines. Organic silts and organic -r3 a> > silty clays of low plasticity. QJ C �n .o > .°'(7 " o a) ° a c "- GM Silty gravels, gravel -sand- `� a v `^below Atterberg limits Atterberg limits "A" line, or 0 C) o a, E c silt mixtures. N "' M u plotting in hatched P.I. less than 4. ° 3 C ao o CH a N "' Atterberg limits area are borderline ° 0 a) plasticity, fat clays. Clayey gravels, gravel -sand- c a: (= S a, classifications above "A" line c v ° o u1 a' GC clay mixtures. o o with P.I. greater requiring use of dual high plasticity. c7 (U (D 0 CO than 7. symbols. Pt Peat, muck and other b4 v°) 0 cv a, (3 o a) Well -graded sands and c .. > 'V a, a, Cu = D60 / D10 greater than 6. v ° N SW gravelly sands, little or no U Z a U fines. o ai L, o0 o Cz = (D30)2 / (D10 x D60) between 1 & 3. U OL to %*-CL p N O Ln Poorly -graded sands and o `V z z E o °; U SP gravelly sands, little or no o z c° Not meeting both criteria for SW materials. aJ of UM fines. in of _ .� C ° O �n o N CD Silty sands, sand -silt O N c Q oo, o o o N �, Atterberg limits Atterberg limits g "A" U-) (A � SM mixtures. Z � -+ o fu .� below line, or plotting in hatched Q 3 U C ru o Ln P.I. less than 4. area are borderline v U_ Clayey sands, sand -clay v M o o Atterberg limits classifications above "A" line ° in SC mixtures. J L.L. o requiring use of dual with P.I. > 7. symbols. O 0 O rn J o Q O 0D 0 0 N r S U U E X O J L C 3 C � N O J U) o o U Q � O O O O O O O O CO Ln V M N 1Iw1_1 I( 014Seld Inorganic silts, very fine N ML sands, rock flour, silty or v clayey fine sands. o o Inorganic clays of low to 0 medium plasticity, gravelly > o M 4- CL clays, sandy clays, silty E clays, lean clays. N CD J _0 0 `p 0 J OL Organic silts and organic -r3 silty clays of low plasticity. QJ C �n QInorganic silts, micaceous v MH or diatomaceous fine sands Z CD or silts, elastic silts. c U a) C ao o CH Inorganic clays of high L E „, N plasticity, fat clays. J c°_ G Ln d Organic clays of medium to J OH high plasticity. U :E .) Pt Peat, muck and other b4 v°) 0 highly organic soils. O 0 O rn J o Q O 0D 0 0 N r S U U E X O J L C 3 C � N O J U) o o U Q � O O O O O O O O CO Ln V M N 1Iw1_1 I( 014Seld Thomas Lake Elementary School Addition Eagan, Minnesota NTI Project No. 17.62127.100 EXCAVATION OVERSIZE Excavation oversize facilitates distribution of load induced stress within supporting soils. Unless otherwise superseded by report specific requirements, all construction should conform to the minimum oversize and horizontal offset requirements as presented within the diagram and associated chart. Excavation Back Slope (Refer to Notel ) Backfill Surface & Soils, Refer to report for specific material type and placement Definitions Horizontal Offset A (Refer to Chart) Oversize Ratio H (Refer to Chart) --------------- Unsuitable Soils (i.e. Excavated Materials), Refer to Chart and report for requirements. Competent Soils (i.e. acceptable for support of embankment and structure), Refer to report for specific requirements. Figure 1: Excavation Oversize Depth D: Engineered Fill, Refer to report for material type and placement criteria. Oversize Ratio H: The ratio of the horizontal distance divided by the engineered fill depth (i.e. # Horizontal / Depth D). Refer to Chart for specific requirements. Horizontal Offset A: The horizontal distance between the outside edge of footing or critical position and the crest of the engineered fill section. Refer to Chart for specific requirements. Note 1: Excavation depth and sidewall inclination should not exceed those specified in local, state or federal regulations including those defined by Subpart P of Chapter 27, 29 CFR Part 1926 (of Federal Register). Excavations may need to be widened and sloped, or temporarily braced, to maintain or develop a safe work environment. Contractor is solely responsible for assessing stability under "means and methods". Condition Foundation Unit Load equal to or less than 3,000 psf. Foundation Unit Load greater than 3,000 psf Foundation Unit Load equal to or less than 3,000 psf. Foundation Unit Load greater than 3,000 psf Unsuitable Soil Type Horizontal Offset A Oversize Ratio H SP, SM soils, CL & CH soils with cohesion greater than 1,000 psf SP, SM soils, CL & CH soils with cohesion less than 1,000 psf Topsoil or Peat Topsoil or Peat Equal to or greater than NA one (1) times Depth D Equal to or greater than NA one (1) times Depth D 2 feet or width of footing, Equal to or greater than whichever is greater two (2) times Depth D 5 feet or width of footing, Equal to or greater than whichever is greater two (3) times Depth D Structure and/or Basement Depth D: Engineered Fill, Refer to report for material type and placement criteria. Oversize Ratio H: The ratio of the horizontal distance divided by the engineered fill depth (i.e. # Horizontal / Depth D). Refer to Chart for specific requirements. Horizontal Offset A: The horizontal distance between the outside edge of footing or critical position and the crest of the engineered fill section. Refer to Chart for specific requirements. Note 1: Excavation depth and sidewall inclination should not exceed those specified in local, state or federal regulations including those defined by Subpart P of Chapter 27, 29 CFR Part 1926 (of Federal Register). Excavations may need to be widened and sloped, or temporarily braced, to maintain or develop a safe work environment. Contractor is solely responsible for assessing stability under "means and methods". Condition Foundation Unit Load equal to or less than 3,000 psf. Foundation Unit Load greater than 3,000 psf Foundation Unit Load equal to or less than 3,000 psf. Foundation Unit Load greater than 3,000 psf Unsuitable Soil Type Horizontal Offset A Oversize Ratio H SP, SM soils, CL & CH soils with cohesion greater than 1,000 psf SP, SM soils, CL & CH soils with cohesion less than 1,000 psf Topsoil or Peat Topsoil or Peat Equal to or greater than NA one (1) times Depth D Equal to or greater than NA one (1) times Depth D 2 feet or width of footing, Equal to or greater than whichever is greater two (2) times Depth D 5 feet or width of footing, Equal to or greater than whichever is greater two (3) times Depth D Thomas Lake Elementary School Addition Eagan, Minnesota NTI Project No. 17.62127.100 GROUNDWATER ISSUES PLACEMENT and COMPACTION OF ENGINEERED FILL Thomas Lake Elementary School Addition Eagan, Minnesota NT! Project No. 17.62127.100 GROUNDWATER ISSUES The following presents additional comment and soil specific issues related to measurement of groundwater conditions at your project site. Note that our groundwater measurements, or lack thereof, will vary depending on the time allowed for equilibrium to occur in the borings. Extended observation time was not available during the scope of the field exploration program and, therefore, groundwater measurements as noted on the borings logs may or may not accurately reflect actual conditions at your site. Seasonal and yearly fluctuations of the ground water level, if any, occur. Perched groundwater may be present within sand and silt lenses bedded within cohesive soil formations. Groundwater typically exists at depth within cohesive and cohesionless soils. Documentation of the local groundwater surface and any perched groundwater conditions at the project site would require installation of temporary piezometers and extended monitoring due to the relatively low permeability exhibited by the site soils. We have not performed such groundwater evaluation due to the scope of services authorized for this project. Any excavations that penetrate the groundwater surface would require dewatering through a series of sand points or dewatering wells. The dewatering should maintain the groundwater surface a minimum of 2 feet below the bottom of the excavation. Thomas lake Elementary School Addition Eagan, Minnesota NTI Project No. 17.62127.100 PLACEMENT and COMPACTION OF ENGINEERED FILL Unless otherwise superseded within the body of the Geotechnical Exploration Report, the following criteria shall be utilized for placement of engineered fill on project. This includes, but is not limited to earthen fill placement to improve site grades, fill placed below structural footings, fill placed interior of structure, and fill placed as backfill of foundations. Engineered fill placed for construction, if necessary should consist of natural, non-organic, competent soils native to the project area. Such soils may include, but are not limited to gravel, sand, or clays with Unified Soil Classification System (ASTM D2488) classifications of GW, SP, or SM. Use of silt or clayey silt as project fill will require additional review and approval of project Geotechnical Engineer of Record. Such soils have USCS classifications of ML, MH, ML -CL, MH -CH. Use of topsoil, marl, peat, other organic soils construction debris and/or other unsuitable materials as fill is not allowed. Such soils have USCS classifications of OL, OH, Pt. Engineered fill, classified as clay, should be tempered such that the moisture content at the time of placement is equal to and no more than 3 percent above the optimum content for as defined by the appropriate proctor test. Likewise, engineered fill classified as gravel or sand should be tempered such that the moisture content at the time of placement is within 3 percent of the optimum content. All engineered fill for construction should be placed in individual 8 inch maximum depth lifts. Each lift of fill should be compacted by large vibratory equipment until the in-place soil density is equal to or greater than the criteria established within the following tabulation. Type of Construction Compaction Criteria (% respective Proctor) 1 Clay Sand or Gravel General Embankment Fill Min. 95 Min. 95 -_.___ Engineered Fill below Foundations NA Min. 98 Engineered Fill below Floor Slabs NA Min. 98 Engineered Fill placed as Pavement Aggregate Base NA Min. 100 - - __... -- _ __-_ -_ __ _ _ _ _ __ __- - _ __-___ -_-_-....... _.._.._........._--------------------------------------------------------------- . Engineered Fill placed to within 3 feet of pavement Min. 95 Min. 95 aggregate base Engineered Fill placed within 3 feet of pavement Min. 100 Min. 100 aggregate base -------- - Note 1 Unless otherwise required, compaction shall be based on the Standard Proctor Test (ASTM D698). Density tests should be taken during engineered fill placement to document earthwork has achieved necessary compaction of the material(s). Recommendations for interior fill placement and backfill of foundation walls are presented within other sections of this report. Thomas Lake Elementary School Addition Eagan, Minnesota NTI Project No. 17-62127.100 0 In CD C 0 CO 0 CJ QJ 0 E 0 U Boring Location Diagram Thomas Lake Elementary I - z Eagan, Minnesota NTI Project #: 17.62127.100 NOTE: Boring locations are approximate. Northern Technologies, LLC BORING NUMBER T-1 6160 Carmen Ave E TF �` Inver Grove Heights, MN 55076 PAGE 1 OF 1 NORTHERN P: 651-389-4191 F: 651-389-4190 TECHNOLOGIES, LLC www.NTlgeo.com CLIENT ISD 196 - Rosemount - Apple Valley - Eagan PROJECT NAME Thomas Lake, Westview, & Greenleaf Elementary School PROJECT NUMBER 17.62127.100 PROJECT LOCATION Apple Valley and Eagan, Minnesota DATE STARTED 6/27/17 COMPLETED 6/27/17 GROUND ELEVATION 916 ft HOLE SIZE 6 1/2 in. DRILLING CONTRACTOR NTI GROUND WATER LEVELS: DRILLING METHOD 3 1/4 in H.S.A AT TIME OF DRILLING --- No groundwater observed LOGGED BY Richard Jett CHECKED BY Deb Schroeder AT END OF DRILLING --- CAVE IN (ft) 15 FROST DEPTH (ft) --- AFTER DRILLING --- NOTES Elevation determined using Trimble GeoXH 6000. (NAVD 88 GeolD 09 datum) ATTERBERG z f- w o LIMITS U } z: a:�w �^ �5 0 w �^ �� cn w wpv w 0 MATERIAL DESCRIPTION w CO w a z Lu 2Y`-' z 0 Q z U) o X w �J C� w� �z O� W m0> 0 5� 0� ��_ Q Hp LL U) O w p 2O U J w Qz 0 w y TOPSOIL (5.0 Inches) AU 112.0 1 CLAYEY SAND, (SC) brown to dark brown, fine to medium grained, moist, trace gravel, trace organics 914.0 M SS 8-11-10 n (Fill) 2 100 (21) SILTY SAND, (SM) brown, fine to medium grained, r moist, dense, trace gravel r 5 : 4.5 (Glacial Till) 911.5 SANDY SILT, (ML) brown, moist, stiff SS 100 13-10-9 9 (Glacial Till) 3 (19) 62 - 7.0 909.0 SILTY SAND, (SM) brown, fine to medium grained, SS 6-7-13 moist, dense, trace gravel 4 100 (20) (Glacial Till) 10 100 5 3 s 5S 20 ( ) 100 11--10 I 6S (21 ) I I 15 �S 100 1119 -8 ( ) 19.5 896.5 20 SILTY SAND, (SM) gray, fine to medium grained, moist, dense, trace gravel SS 8 100 6-8-10 (18) (Glacial Till) 25 S 100 9-8-10 26.0 890.0 9 8 ( ) Bottom of borehole at 26.0 feet. 6160 Carmen Ave E N I,"NTechnologies, LLC Inver Grove Heights, MN 55076 BORING NUMBER T-2 PAGE 1 OF 1T NORTHERN P: 651-389-4191 F: 651-389-4190 TECHNOLOGIES, LLC www.NTlgeo.com CLIENT ISD 196 - Rosemount - Apple Valley - Eagan PROJECT NAME Thomas Lake, Westview, & Greenleaf Elementary School PROJECT NUMBER 17.62127.100 PROJECT LOCATION Apple Valley and Eagan, Minnesota DATE STARTED 6/27/17 COMPLETED 6/27/17 GROUND ELEVATION 916 ft HOLE SIZE 6 1/2 in. DRILLING CONTRACTOR NTI GROUND WATER LEVELS: DRILLING METHOD 3 1/4 in H.S.A AT TIME OF DRILLING --- No groundwater observed LOGGED BY Richard Jett CHECKED BY Deb Schroeder AT END OF DRILLING --- CAVE IN (ft) 21 FROST DEPTH (ft) --- AFTER DRILLING --- NOTES Elevation determined using Trimble GeoXH 6000. (NAVD 88 GeolD 09 datum) ATTERBERG w" 0 Q-0 0 0 J 0 MATERIAL DESCRIPTION a �w w g a� z � �o j Cl 0� 0Uz ��5 O Q m0> w a w Yom-' O d z b �� p w a �� w � 0O U LIMITS cn z U- o �2 O J ~ U):E Q J d U_ X �-0 Qz a CONCRETE (3.0 Inches) AU 1 APPARENT AGGREGATE BASE (3.0 Inches) CLAYEY SAND, (SC) brown, fine to medium grained, 914.0 F4.5 SS 2 100 6-8-5 (13) 10 9 § moist, little gravel, trace organics (Fill) POORLY GRADED SAND WITH CLAY, (SP -SC) fine to coarse grained, moist, some gravel (Fill) 911.5 5brown, SS 3 100 5-6-6 (12) SANDY SILT, (ML) light brown, fine to coarse grained, 7 0 moist, rather stiff, trace gravel (Glacial Till) 909.0 SS 425 100 8-12-13 ( ) SILTY SAND, (SM) gray, fine to coarse grained, moist, dense, trace gravel 10 (Glacial Till) VFS5S 100 8-12-12 () 6S 100 12-�5-12 ( ) 15 SS 100 8- 2311 ( ) 20 19.5 896.5 SANDY SILT, (ML) gray, moist, stiff (Glacial Till) M SS 8 100 9-12-14 (26) 25 24.5 891.5 SANDY SILT, (ML) light brown, moist, stiff 26.0 (Glacial Till) 890 0 SS g 100 7-11-13 (24) Bottom of borehole at 26.0 feet. Northern Technologies, LLC BORING NUMBER T-3 6160 Carmen Ave E NT1 Inver Grove Heights, MN 55076 PAGE 1 OF 1 NORTHERN P: 651-389-4191 F: 651-389-4190 TECHNOLOGIES, LLC www.NTigeo.com CLIENT ISD 196 - Rosemount - Apple Valley - Eagan PROJECT NAME Thomas Lake, Westview, & Greenleaf Elementary School PROJECT NUMBER 17.62127.100 PROJECT LOCATION Apple Valley and Eagan, Minnesota DATE STARTED 6/27/17 COMPLETED 6/27/17 GROUND ELEVATION 915.5 ft HOLE SIZE 6 1/2 in. DRILLING CONTRACTOR NTI GROUND WATER LEVELS: DRILLING METHOD 3 1/4 in H.S.A AT TIME OF DRILLING --- No groundwater observed LOGGED BY Richard Jett CHECKED BY Deb Schroeder AT END OF DRILLING --- CAVE IN (ft) 22 FROST DEPTH (ft) --- AFTER DRILLING --- NOTES Elevation determined using Trimble GeoXH 6000. (NAVD 88 GeoID 09 datum) ATTERBERG } w LIMITS w 3:w o U U W m } w U) z Z � z w wv a 0 Q J MATERIAL DESCRIPTION J� a >� Ov J�Q > ui N Wv Y 0 a �� o �E- �� X Uw Z O QZ w mUOZ O 0O 0 Q w C/) 0- 0 U a Q� 0 a CONCRETE (3.0 Inches) AU M2.0 1 APPARENT AGGREGATE BASE (3.0 Inches) SILTY SAND, (SM) brown, fine to medium grained, 913.5 SS 100 3 4-6 moist, trace gravel (Fill) 2 (10) SILTY SAND, (SM) brown, fine to medium grained, 5 moist, medium dense to dense, trace gravel (Glacial Till) SS 100 7-8-11 3 (19) ' S 100 6-8-10 8 4 8 ( ) 10 6S 100 3-5-7 s ( ) i 100 3106 6S j 14.5 901.0 15 CLAYEY SAND, (SC) brown, fine to medium grained, moist, medium dense, trace gravel SS 7 100 6-6-7 (13) (Glacial Till) 19.5 896.0 20 SILTY SAND, (SM) brown, fine to medium grained, moist, medium, trace gravel SS 8 100 6-8-8 (16) (Glacial Till) 25 NS 100 6-7-9 26.0 889.5 9 6 ( ) Bottom of borehole at 26.0 feet. PtaAil4 Nj ACL ke-e_C i j For Office Use % ! i : ' I 7o 7.} 4 f .io, EAGAN Permit#: /5- RECEIVED Permit Fee: Date Received: . *-1S 3830 PILOT KNOB ROAD I EAGAN, MN 55122-1810 JUL 2 5 2019 (651)675-5675 TDD:(651)454-8535 I FAX: (651)675-5694 Staff: buildinginspectionsacityofeagan.com L 7 J 2019 COMMERCIAL FIRE ALARM PERMIT APPLICATION Date: iptIji9 Site Address: # -1- 1' S LrLL (2,4) acice_4(-1 Tenant: ML SAI / A. . - • !AL._IL Suite#: ❑ Requirements: 2 complete sets of drawings and pecifications, cut sheets on materials and components Name:.__ _C.,1(1(X)1_1)1_,..4( (1 ` t�� Phone: 1.2S1"``Ips - Property'°w S �' - S'� Address/City/Zip: ��S 12-(--7- Q eit6-11-4t--1-- Applicant is: (,,Owner Contractor T of Work Description of work: in t t �1,`QX4- �h.c44on --i---A -I-&wj 41 Construction Cost: 1 CD Estimated Completion Date: 9_.. 0 �O( Name: Sp , h License#:'1-5 LQI-42U2C5( j� Contractor: Address: I�L4D 'PON'1r 0-+ City: Q. State:VA,iiik Zip: Cc-7 "J I Phone: Lp Id'- q/P c---G--360�S ) ContactT1 4 ect_41.marl Email: ± Qa-- M arl a f e ' e, , **'New Remodel Work Type I Addition Other: Alterations DESCRIPTION OF WORK: Commercial Residential Educational FEES Contract Value$ g,11).61 x.01 $60.00 Permit Fee Minimum =$ 60 cc, Permit Fee Surcharge=Contract Value x$0.0005 1 U S If the project valuation is over$1 million, please call for Surcharge =$ / Surcharge* i =$ v, TOTAL FEE You may subscribe to receive an electronic notification from the City of proposed ordinances by signing up for an email update on the City's website at www.cityofeagan.com/subscribe. I hereby apply for a Fire Alarm permit and acknowledge that the information is complete an. - curate;that the work will be in conformance with the ordinances and codes of the City of Eagan and with the Minnesota Building/Fire Codes. at I u •erstand 's 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 accordanc- • th the app ove. • . ' the case of work which requires a review and approval of plans. x 77W ,41,-,i x , ,, _. Applicant's Printed Name Ap•licant'. Signature FOROFFICE USE Reviewed By: . `,_Am ' sr." Date: /^/q Reqs'= pections: Tough-lnFinal ' Fire Alarm Test