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4585 Erin Lane Permit No. Permit Holder Dste TNephone Plurpbin9 HMAC. Electric 7 Softener ?QQ6 9,?/ Sl7 Inspection Dote Insp. Comments Footings I Footings II Foundation Framing Roofing Rough Plbg. !p - - Rough Htg. ? 0 7E r G/? 7b !?? .?T1 der: Isul. Tp f/lfZTtLS % To :?oo?? Fireplace Final Htg v let- Final Plbg. Bldg. Final Cert Occ. Temp. LP Deck Ftg. Deck Frmg. Well Pr. Disp. r CONTRACT PRICE: / (10_0 Site Address ? Lot , lock Z_ F1 / Name; 1 Address c City ' r?r-- Phone Name y Address O City Phone FEES COMM/IND FEE - 1%OF CONTRACT FEE APT. BLDGS - COMM RATE APPLIES TOWNHOUSE & CONDO - RES. RATE APPLIES MINIMUM - RESIDENTIAL FEE -$12.00 MINIMUM - COMM/IND FEE -$20.00 STATE SURCHARGE PER PERMIT - .50 (ADD $.50 SIC IF PERMIT PRICE GOES BEYOND $1,000.00) SIG AYURE QOERMITTEE FOR: CITY OF EAGAN PERMIT # 3- PLUMBING PERMIT RECEIPT # CITY OF EAGAN 3830 PILOT KNOB ROAD, EAGAN, MN 55122 DATE: PHONE: 454-8100 BLDG. TYPE WORK DESCRIPTION Sec/Sub Res. New x Mult. Add-on Comm. Repair Other RES. PLBG. ONLY - COMPLETE THE FOLLOWING: NO. FIXTURES TOTAL Water Closet - $3.00 $ Bath Tubs - $3.00 Lavatory - $3.00 Shower - $3.00 Kitchen Sink - $3.00 Urinal/Bidet - $3.00 Laundry Tray - $3.00 Floor Drains - $1.50 Water Heater - $1 50 -Whirlpool - $3.00 Gas Piping Outlets - $1.50 (MINIMUM - 1 PER PERMIT) Softener - $5.00 Well - $10.00 Private Disp. - $10.00 Rough Openings - $1.50 FEE: ' . G G STATE S/C: GRAND TOTAL ?'? G PERMIT # 1 X'I J MECHANICAL PERMIT RECEIPT # CITY OF EAGAN ? 3830 PILOT KNOB ROAD, EAGAN, MN 55121 DATE - CONTRACT PRICE o PHONE: 454-8100 -5 8 Site Address `T C -,C ? , J L A ?J 49 ' BLDG. TYPE WORK DESCRIPTION Lot Block Sec/Sub Res. New Name t M Add m ? -on u t , iE??E Address t Comm Repair c City 14 ` ??'• Phone V -;? . O ther Name EaJTi?iC?/ F k1E0 (_",C _A.EAJ FEES c Address `f S,Y S" F X 1A/ L AAJE RES. HVAC 0-100 M BTU -$24.00 p City '14 '' V A^J /NN, Phone L- ADDITIONAL 50 M BTU - 6.00 ADD-ON AIR COND. 0-24 BTU - 12.00 ADDITIONAL 6 M BTU 6.00 TYPE OF WORK GAS OUTLETS - 1.50 EA. Forced Air ' M BTU COMM/IND FEE - 1% OF CONTRACT FEE Boiler M BTU MINIMUM - RESIDENTIAL FEE - 10.00 Unit Heater M BTU MINIMUM - COMM/IND FEE - 20.00 Air Cond. t? M BTU STATE SURCHARGE PER PERMIT - .50 Vent X CFM (ADD $.50 S/C IF PERMIT PRICE GOES BEYOND $1,000.00) Gas Piping Outlets # Other FEE oZ t o0 ?. ?`'? -_ Sc SIGNATURE OF PERMITTEE S/C : U TOTAL c"_2 U ` • , FOR CITY OF EAGAN CITY OF EAGAN Remarks Addition MARI ACRES 2ND ADDN. Lot 2 Rik 1 Parcel 10 47401 020 01 Owner Street 4585 Erin Lane State Eagan, MN 55122 Improvement Date Amount Annual Years Payment Receipt Date STREET SURF. STREET RESTOR. GRADING SAN SEW TRUNK Z& -1913- 245 - 67 16.37 1 -1; SEWER LATERAL WATERMAIN ssxmd u 1 0 t 5 1 - Rik 3 Lou 1 Block 3 WATER LATERAL - - - "r , WATER AREA 1973 -';2 00 21-53 1 S STORM SEW TRK VZZ -1979 1313.71 65.69 20 STORM SEW LAT CURB & GUTTER SIDEWALK STREET LIGHT WATER CONN. BUILDING PER. SAC PARK INSPECTIO CITY OF EAGAN 3830 Pilot Knob Road Eagan, Minnesota 55122-1897 (612) 681-4675 511 t AUUHt55: ? ' ? ; U 7 1 t I n 1 1 ARE PERMIT SUBTYPE: TYPE OF WORK: I IFPAT ION l l ?: I l l k i.r M t F F C If I N 1046 ROOM ) INSPECTION DATE INSPTR INSPECTION DATE INSPTR . . trrtlltilf { Pj It I t? t 1114111 1.11 fill i f NAI 1t 1 a. f l Nil, I - - - - - - - - - - - - -- - - - - - - - - --- - - - - - - - - - - - - - - - PERMIT TYPE: I i I 111 0 r au Permit Number: 0 .' ff A A 1 Date Issued: 4+1t/0b/q>& r+ 1 r t 1 APPLICANT: fi?v i , ;? r ii1•Y', t i t, i.' ) H0-- 1')A:' Permit No. Perm older Date Telephone N ELECTRIC , ja?V H PLUMBING HVAC Inspection Date Inap. Comments FOOTINGS FOUND FRAMING ROOFING ROUGH PLUMBING PLBG AIR TEST ROUGH HEATING GAS SVC TEST INSUL GYP BOARD FIREPLACE FIREPLACE AIR TEST FINAL PLBG FINAL HTG ORSAT TEST BLDG FINAL BSMT R.I_ BSMT FINAL DECK FTG DECK FINAL CITY OF EAGAN Permit Na b91 Date: 7-24-°7 3830 Pilot Knob Road Meter No: Size: P.O. Box 21199 Reader No: Date: Eagan, MN 55121 Antco Const. Co. Site Conn. Chg: Zoning: C???+ Acct Dep: No. of Units: l Permit Fee. 1 00 1z Surcharge: - Sildd _ I agree to comply with the City of Eagan Tr. Plant 54 0 00yd_ Ordinances. Meter. CITY OF EAGAN 3830 Pilot Knob Road SEWER SERVICE PERMIT P.O. Box 21199 PERMIT NO.: 10?6? Eagan, MN 55121 DATE: 7-214 P 7 Zoning: No. of Units: -itco C'.onst. Owner - ' A1 Co. Address: Site Address: Erin Lan e L._ n . 'Tari :'-.cres 11 Plumber. Mi western Pf ech . I agree to comply with the City of Eagan Connection Charge: 1, 57 5. i)0r : Ordinances. Account Deposit: Permit Fee: ?'? • 0th. Surcharge: . 50 p r. By Misc. Charges: Date of Insp.: Total: Insp.: Date Paid: PERMIT v. I CITY OF EAGAN 3830 Pilot Knob Road PERMIT TYPE: B U I L D I N G Eagan, Minnesota 55122-1897 Permit Number: 028481 (612) 681-4675 Date Issued: 08/06/96 SITE ADDRESS: 4585 ERIN LANE LOT: 2 BLOCK: 1 MARI ACRES 2ND P.I.N.: 10-47401-020-01 DESCRIPTION: ( K F C ,Building,,Permit Type [,Building Work Type Census Code A? _I i DINING ROOM) COMM./IND. MISC. ALTERATION 437 ALT. NONRES. [t, REMARKS: FEE SUMMARY: VALUATION Base Fee Plan Review Surcharge Total Fee $367.75 $239.04 $13.50 $620.29 $27,000 CONTRACTOR: - Applicant - OWNER: ANTCO CONST 27801942 K F C CORP 4175 LOVELL RD 6310 LAMAR LEXINGTON MN 55014 OVERLAND PARK KS 66202 (612) 780-1942 (800)862-1114 L- I' hereby acknowledge-that I .have-read this application and state that the information is correct and agree to comply with all applicable 'State of An. Statutes and City of'Eagan Ordinances. APPLICANT/PERMIT IGNATURE ISSUED Y F rURE I OFFICE USE ONLY BUILDING PERMIT TYPE ? 01 Foundation ? 18 Comm./Ind. WORK TYPE ? 31 New ? 32 Addition GENERAL INFORMATION Const. (Actual) (Allowable) UBC Occupancy Zoning # of Stories Length Depth APPROVALS 19 Comm./Ind. Misc. ? 20 Public Facility 33 Alterations ? 34 Repair Basement sq. ft. First Floor sq. ft. sq. ft. sq. ft. sq. ft. sq, ft. Footprint sq. ft. Planning Building F i' ? 21 Miscellaneous ? 35 Tenant Finish ? 37 Demolition MCM/S System City Water Fire Sprinklered Census Code Vi 7 SAC Code 10 Census Bldg. Census Unit Engineering Variance Permit Fee Surcharge Plan Review ! e MCNVS SAC City SAC Water Conn. S/W Permit S/W Surcharge Treatment PI. Road Unit Park Ded. Trails Ded. Water Qual. Other Copies Total: % SAC SAC Units Meter Size Valuation: $ Z-7.(9100 1987 BUILDING PERMIT APPLICATION - CITY OF EAGAN SINGLE FAMILY DWELLINGS INCLUDE 2 SETS OF PLANS, 3 OF SURVEY, 1 SET OF ENERGY CALCULATIONS NOTE: ADDRESSES FOR CORNER LOTS - CONTRACTOR /HOMEOWNER MUST DESIGNATE WHICH ADDRESS IS DESIRED. NO CHANGES WILL BE ALLOWED ONCE BUILDING PERMIT IS ISSUED. MULTIPLE DWELLINGS - RESIDENTIAL RENTAL UNITS FOR SALE UNITS INCLUDE 2 SETS OF PLANS, CERTIFICATE OF SURVEY - CHECK WITH BLDG. DEPT., 1 SET OF ENERGY CALCULATIONS COMMERCIAL INCLUDE 2 SETS OF ARCHITECTURAL & STRUCTURAL PLANS, 1 SET OF SPECIFICATIONS AND 1 SET OF ENERGY CALCULATIONS, $2,000 LANDSCAPE BOND To Be Used For: Valuation: ?m2/? add . 3S E2ti1 LW. Site Address} Lot Z Block Parcel/Sub ?f' I ?iLR ?S 2No Owner nELA/P/.G a 17,k-/.dei. 7w.e Address 12 CnAr <Tiw . &Tz ^,@2- e 9 Date: 6- IS- 67 Date: OFFICE USE ONLY On Site Sewage MWCC System On Site Well City Water Occupancy A•3 Zoning G SL Type of Const (Actual) N (Allowable) ?N # of Stories I Length 'l Depth 3 5 S.F. Total 7-390 Footprint S.F. Z 39 0 FEES City/Zip Code, Phone 97N- Slob APPROVALS Contractor Address y/ 7S GpGtLL )? e1. City/Zip Code 4kL04?NV Phone ;;Kb /`/ !V,2 (*O' ,,w 2 Arch./Engr. H CA)V-&9bd 606selo Address /s,/ C 3-fd, S7'. City/Zip Code 404, eSU/4C4F Phone U S$3-CC// Assessments Water/Sewer Police Fire Engr Planner Council Bldg Off APC Variance Permit 354.5`' Surcharge 1 0&. s_ Plan Review 4-2-7. 25 xSAC, City 300. SAC, MWCC I "1 S Water Conn N A - Water Meter ?A Road_ Unit (o , Treatment Pl 540. Parks G561. Copies TOTAL 17 S`t.?s l;?ooo fl?]x3' ST cgS4. SD ?--G so 2i 1 x = I og. - --- 108. - Z 4-U7 Z-7 SAc- I 0o x. 3 =c? SZSx 3 = f S?? 127S l? TPC- i, °00 }L 3 ` 5 S O 02 ??- 32 -72 - (05i. -7-7 METROPOLITAn WAfTE C®MML COMMOn &M Cities Plea July 1, 1987 Mr. Dale Peterson Building Inspector City of Eagan 3830 Pilot Knob Road Eagan, MN 55122 Dear Mr. Peterson: This letter is to inform you that the Metropolitan Waste Control Commission has made a SAC determination for the Kentucky Fried Chicken to be located at Cliff Road within the City of Eagan. It has been determined that 3 SAC Units should be assigned to this building. This determination was made as follows: SAC Units Charges: Restaurant (Fast Food) 64 seats @ 22 seats/SAC Unit 2.91 or 3 If you have any questions, please call. 5??? Donald S. Bluhm Staff Engineer DSB:RWJ:blm cc: S. Selby, MWCC Don DeLaria, ANTCO Construction Co. W. K. Johnson, MWCC Metro Square Building, Saint Paul, Minnesota 55101 612-222-8423 ANTCO CONSTRUCTION CO X175 Lovell Road 780-1942 Lexington, MN 55014 LETTER OF TRANSMITTAL TO: City of Eagan 3830 Pilot Knob Road, P.O. Box 21199 Eagan, MN 55121 Attn: Steve Hansen Gentlemen: We are sending you the following: Drawings Shop Drawings Specifications Copy of Letter Date: July 1, 1987 RE: Kentucky Fried Chicken Cliff Road & Cedar Eagan, MN Plans Invoice Other X Samples # of Copies Date No. Description of Attached/Enclosed Documents 2 Energy Calculations Remarks: These are transmitted for the following reason(s): Approval Field Dimensions Your File Fabrication Field Use Your Return to Antco Construction Co. Correction Payment/Handling Review & Comment Other If the attachments/enclosures are not as noted, please notify us at once. THANK YOU! ANTCO CONSTRUCTION CO. cc: 8y: Harold S. Shoberg, President 00010, K ENTL/C?c y F,vEb CNlcae?,t,/ C G/FF ?aAb ? G'EGA?- E'/LGa/V 0,A- 3TUCCv M 2 Pt-Ywoop ?o "'BAIT, INSceL ?BN GYP, 8?, QA, - 6cLr, a ?ovP r/8 ? /pLy woop 3/4" Ahe. SP,e?6 ./7 - -/8 - •L3 - 2.8. SL - . 5 C. 1= .30,78,= .032 x67*w 2-78 . /-I .33 / *, /8. 3 5 = .0!5,q A,57'- /4t.57 .7S .SS j,57 ° g `f7. 6 5 4:5 f5 r"/ LiAi, Fr, - ?, 70 j'. BrrKRtOR ENV=PE AVEBAGE "U" COMPUTATION o? KE,urUCS?y ?,e?E,o ?ic?E.v SITE ADDHE55 ?/rr A CONIRACInB /? c o uoiTio y??c1?, /{ssocE /?' c , DATE _ Pam 8oa9/ Determine working square footage of each. 1. ?natal exposed wall area ...... -2 0 5-2' sq. ft. z • 2Z = ?fS/ 5?`F - 2. Total roof/ceiling area `2 a S<5 sq. ft. z • /O = i ?a 5. ? X77. 4-=n .Total exposed vall area above grade a. Wall (Above Grade) .:.............:................ /SSS .be Wall (Above Crade) ................................ co Wall (Above Grade)..e..e.... .e.e....e.e......e.... - i d. Wall (Below Grade).e.e.......e..ee...e:......e.... - ee Wall (Below Grade).....e.......e...ee....e.e...... f. Glass Area ..................................:..... ??C]'/ go Door Area* a. a. so *so *so see os.oooooosoo *so** he Floor Area CAbove Grade)...e.....e.... ..e...e.e... ....... ..............• is Floor Area (Below Grade).... Determine "U" value of each wall segment. _ a. /S S z snr . 03 SO.7a b. z "U" _ co Y "U" _ d. z "v" e. Z "tr' R- •• g z oqr OR h. Y "U" _ Y "U' _ see..:ee......e.sees ee ..........................Total 307-S71 If itgm'03 is the same ast or less than item 01, you have met the intent of SB!C 6006(c)20 t Total esposad woof/ceiling area w 1?2 a 5 6 Total gross woof/ceiling sea a -2 .;-S 6 '. Roof (A).......................................... ke Roof (E) .......................................... L. Roof (C) .......................................... Determine Onr value for each woof/ceiling segmeat- 3, ?? 58 z M" . os /a %. 93 L. z «p.. 4 .....................................Total If total of 04 is the same Bar at less than 02a you have met the intent of SIC 6006(010 To utilized the total envelope system methods the values established by the am of items #3 and #4 shall not be greater than the sum of items 01 and 020 2. o?a5? 677-AY' s. 30?. s`7_ + 4. CITY OF EAGAN APPLICATION FOR PERMIT SEWER AND/OR WATER CONNECTION NOT,: PmaIlM T OF FEE AT TIME OF APPLICATION DOES NOT CONSTITUTE APPROVAL OF PERMIT. INSPECTION OF SEWER AND/OR WATER INSTALLATIONS WILL NOT BE SCHED- ULED UNTIL PERMIT HAS BEEN APPROVED. (Please Print 1] PROPERTY ADDRESS: C?.?c? R+n ?f4 LEGAL DESCRIPTION: (Lot/Block/Subdivision or Tax Parcel ID ) IF EXISTING STRUCTLRE, DATE OF ORIGINAL BUILDING PERMIT ISSUANCE: PRESENT ZONING/PROPOSED USE: (Mon ear ?IFRCIAL/RETAIL/OFFICE ? INDUSTRIAL ? INSTITVTIONAL/GOVaUZENT ? R-1 SINGLE FAMILY ? R-2 DUPLEX (Two Units) ? R-3 TOWNHOUSE (Three + Units) ( Units) ? R-4 APARTMENT/CONDOMINIUM ( Units) 2) NAME: ADDRESS: CITY, STATE, ZIP: PHONE: 3) NAME: ADDRESS: 1? i CITY, STATE, ZIP: BG A u PHONE: g e f f'l a MASTER LICENSE# Y -dl Plumbers License: Active Expired Not recorded St Initial NAME: I\ Lr ?c ry ? c fcY F/"(-r1 /<<C fCCAI ADDRESS: CITY, STATE, ZIP: PHONE: -5) - a• : a - ?? E -CONNECTION TO CITY SEWER [Er-CONNECTION M CITY WATER ? OTHER 6) ??`? ///PLEASE HOLD APPROVED PERMIT FOR PICK-UP BY ONE OF ABOVE ?TX PLEASE MAIL APPROVED PERMIT TO 1, 24 4, ABOVE (Circle one) F FOR :CITY USE ONLY PERMIT # ISSUED Pd w/Bldg. Permit FEES: $ SEWER PERMIT (INCLUDE SURCHARGE) $ $ ?b S? WATER PERMIT (INCLUDE SURCHARGE) $ $ WATER METER/COPPERHORN/OUTSIDE READER $ $ WATER TAP (INCLUDE CORPORATION STOP) $ $ SEWER TAP $ $ ACCOUNT DEPOSIT - SEWER $ $ ACCOUNT DEPOSIT - WATER $ $ WAC $ J 7S O? $ SAC $ $ TRUNK WATER ASSESSMENT $ $ TRUNK SEWER ASSESSMENT $ $ LATERAL BENEFIT/TRUNK SEWER $ $ LATERAL BENEFIT/TRUNK WATER $ `fU ?7 G $ WATER TREATMENT PLANT SURCHARGE $ $ OTHER: $ TOTAL RECEIPT RECE IPT DOES UTILITY CONNEC TION REQUIRE EXCAVATION IN PUBLIC RIGHT OF WAY? Q YES IF YES, THEN A " PERMIT FOR WORK WITHIN PUBLIC NO Q ROADWAY" MUST BE DIVISION LIST ISSUED BY THE ENGINEERING AS TION CO . . A NDI SUBJECT TO THE FOLLOWING CONDITIONS: APPROVED BY: TITLE: DATE: L ' B ( CITY USE ONLY g _, C7 RECEIPT #: } f 7 1 SUED. l ALILI a RECEIPT DATE 7- APPROVEDBY:- INSPECTOR PLUMBINGPERMIT# 1999 PLUMBING PERMIT (COMMERCIAL) CITY OF BA(aAN 3850 PILOT KNOB RD EAGAN, MN 5512E (651) 681-4675 Please complete for: all commercial/industrial buildings multi-family buildings when separate building permits are not required for each dwelling unit c. installation of backflow preventer in commercial areas or residential boulevards Date: c)- -? -7 Work Type: _ New Bldg. V Add-on _ Repair _ U.G. Sprinkler _ RPZ Description of Work: To inquire if Pressure Reducing Valve is required on new service, call 681-4646. FF S I% of contract price or $30.00 minimum Contract Price: $ 00 x 1% _ $ COMPLETE THIS AREA ONLY IF INSTALLING UNDERGROUND SPRINKLER SYSTEM Backnow Preventer Permit Fee - $ 30.00 $ Water Meter: 2" Turbo - $ 889.00 unless plan approved for smaller SIZe $ Service: _ existing (if coming off domestic line) OR - new If "new sendee contact Jerrv Wobschall Finance Consultant to confirm addnte fees for Water Permit & Surcharge - $ 50.50 $ Water Supply & Storage $ 825.00 $ Water Treatment Plant Charge $ 468.00 $ State surcharge is calculated from Permit Fee at right - $.50 for each $1.000 with a minimum of $.50 due I hereby acknowledge that I have read this application, state that the information is correct, and agree to comply with all applicable City of Eagan ordinances. It is the applicant's responsibility to notify the property owner that the City of Eagan assumes no liability for any damages caused by the City during its normal operational and maintenance activities to the facilities constructed under this permit within City property/right-of-way/easement. SITE ADDRESS: TENANT NAME: X!47?. LLG eluL Lj TELEPHONE #: _ 651 /,qe - 6 eqV INSTALLER NAME: STREETADDRESS: / /.I/ " CITY Permit Fee $ ?0. 0-n State Surcharge $ 150 Total Fee $ 30,< I] (AREA CODE) ?. TELEPHONE #: (AREA CODE) STATE: i ZIP: J SIGNATURE OF PERMITTEE CITY USE ONLY DOMESTIC METER SIZE _ COMPOUND _ TURBO PRV; Yes No • Contact Utility Billing Division for price: 651- 681-463 L IRRIGATION METER SIZE: • 2" turbo unless approval for smaller meter granted by Public Works. • Contact Utility Billwg Division for price: 651-681-4631. PRIOR TO SELLING A METER: • Enter site address on Screen 301, Permit Inquiry, to obtain sewer and water permit number. • On PIMS Screen 320, enter sewer and water permit # to check that hydrostatic, conductivity, and bacteria tests have been approved. If not, do not issue meter. Miscellaneous Information • Meter larger than 5/8" - ask plumber to wait while you call Central Maintenance (ext. 300) and verify that one is in stock. • To schedule inspection of the inside water line and backflow preventer, call 651-681-4675. • To schedule water turn-on, call 651-681-4300. CD/Permit forms/plbg permit (comm) 1999 .17 1 minnesota department of health. Q 717 s.e. delaviare`at. p.o. bdx 9441 minneapolis 65440 (612) 623-5000 ' September r,, 19.°,7 • tntco ?onstructtcn Gansnany . , ,S`SS ?-``' ?u?_ ? ?? 2?1" 4175 Lovell Roa+' Lexington,:Minnesots .!;Ili& Centle.aen/Lee4es: Subject: Pt.LsbL_ng-fjr Kentucky frjed,Chicken. mean. KIASRVta, lie are enclosing a copy of our rcpbrt covering an examination of plats and specifications on the above-designated project. Also enclosad"Is a copy of the report and transrlittal letter to be forwarded to the project owner. A set of the iepntified plans an? specifications is also being returned to you. IT IS THE. PROJECT 014MEV S RESPON„ICILIT'l TO RETPIN T11E PLANS AT THE PROJECT LOCATIO4. Your attention i5 directed to the attached statement perta'.o ng to inspection of the plumbing. It is,important,that we receive the Information indicated in.. order that the necpssary +nspe;tion may be. wade'.. The plans-and specifications apvmar to._be"in general conformance with the stan- dards of this Oepartment. When-the project is completed, please"communica*_e with an rnvironmental,Health sanitarian in our Metro District Office in Minneapolis (F.12/423-5340), in order that bo may make final inspection. If -you'hava any quQstions in.fergard to plumbing inspections, please contact Donald Stanley, at If you have any Y}aestians in.i*es3ard to the Information contained in this report, please eantact.Gerald Smith at FV/F23-5463. " Siltcerely yours Cary 1. Englund, NE., rh4,ef Section of 'dater Supply • ? ,': '- and,Eneineerlag .. GLE:GGS:Iss Enclosures cc: Pro4ect Owner Fir, idilliam Adams, Piumt?ing Inspector Pietro District r an equal opportunity employer. I MINNESOTA DEPARTMENT OF HEALTH Division of Environmental Health REPORT OF PLANS Plans and specifications on Plumbing for Kentucky Fried Chicken Location Eagan, Minnesota Date Examined September 3, 1987 Prepared and submitted by Antco Construction Company, 4175 Lovell Road, Lexington, Minnesota 55014 Date Received August 6, 1987 Ownership Scope - This examination is limited to the design of this particular project only insofar as the provisions of the Minnesota Plumbing Code, as amended, apply, and does not cover the water supply or sewerage system to which this plumbing system is connected. The examina- tion of plans is based upon the supposition that the data on which the design is based are correct, and that necessary legal authority has been obtained to construct the project. The responsibility for the design of structural features and the efficiency of equipment must be taken by the project designer. Approval is contingent upon satisfactory disposition of any requirements included with this report. Inspections - Special care should be taken to insure that the material and installation of the plumbing system are in accordance with the provisions of the Minnesota Plumbing Code. It is necessary that the State Health Department make roughing-in and final inspections of the plumbing system to determine whether it complies with the Code. Provisions should be made for applying an air test at the time of the roughing-in inspection as outlined in Minn. Rules p. 4715.2820 of the Code. In order to facilitate this work, there is attached a self-addressed card which should be returned, indicating the name of the plumbing contractor so that arrangements can be made for the State Health Department to be notified by him as to the time that the installation will be ready for test and inspections. No acceptance of the plumbing installation can be given until inspection and test of the roughing-in work (Minn. Rules p. 4715.2820, subp. 2), finished plumbing (Minn. Rules p. 4715.2820, subp. 3), and inspection of the completed installation by a representative of the State Health Department indicates compliance with the provisions of the Code. Requirements - See Attached Authorization for construction in accordance with the approved plans may be withdrawn if construction is not undertaken within a period of two years. The fact that plans have been approved does not necessarily mean that recommendations or requirements for change will not be made at some later time when changed conditions, additional information or advanced knowledge make improvements necessary. Gerald G. Smith Public Health Engineer Section of Water Supply and Engineering (612/623-5643) 4 Kentucky Fried Chicken Plan No. 80207 Requirements: 1. The tempering valve was not specified. Tempering valves should be capable of adjusting, without change in temperature, to varying pressure conditions. 2. The water supply branch for the wall hydrant must be at least 3/4 inch. 3. Sillcocks and wall hydrants shall be provided with a separate inside valve connec- tion (see Minn. Rules,-p. 4715.1800, subp. 7). 4. The water supply fixture branch for all commercial sinks including the four- compartment sink is 3/4 inch. 5. All threaded potable water connections shall be provided with vacuum breaker. 6. The required contact time for disinfection of the water distribution piping with a chlorine solution of 50 ppm is 24 hours. Please revise specifications. 7. No plastic horizontal vent shall exceed 35 feet in total length (see Minn. Rules, p. 4715.0660, subp. H). 8. Pressure testing of drain, waste and vent system shall be an air test only (see Minn. Rules, p. 4715.2820). 9. Minimum trap and drain size shall be two inch for commercial sinks including the four-compartment sink. 10. The grease interceptor, if required by the local authority, shall be installed in accordance with Minn. Rules, p. 4715.1100, including only fixture(s) discharging greasy waste shall discharge to the sanitary sewer through the grease interceptor. It is understood that the grease interceptor will be inside the building. ®F 3830 PILOT KNOB ROAD. P O. BOX 21199 BEA BLOMQUIST EAGAN, MINNESOTA 55121 Mq r PHONE (612) 454-8100 THOMAS EGA" JAMES A. SMITH VIC ELLISON THEODORE WACHTER Coumll Members THOMAS HEDGES July 13, 1987 CAyA mmtro EUGENE VAN OVERBEIE City Clerk MR DONALD DELARIA DELARIA'S DEVELOPMENT CORPORATION 109 BUSHAWAY ROAD - SUITE 215 WAYZATA MN 55391 Re: Lot 2, Block 1 - Mari Acres 2nd Addition Dear Don: Enclosed, please find the $2,000.00 check submitted to the City of Eagan as a landscape guarantee for the Kentucky Fried Chicken site on Lot 2, Block 1, Mari Acres 2nd Addition. The high quality plant matrial and installation at the Town Centre site is actual proof of what the financial guarantee stands for. It has been a pleasure working with you on both projects. Continued success and best wishes. Sincerely,, Jim Sturm Landscape, Enclosure JS/af itect/Planner I THE LONE OAK TREE... THE SYMBOL OF STRENGTH AND GROWTH IN OUR COMMUNITY IItbeliture, Minneapolis yaneinp•.DNAS tk"i'rd 713275l- .y of .......... April I8, 87 .......:..................„... „. profit..„ ........................... under the laws of the State of .................Ni.nne5ota ,,,,,,_„ party of the feral part, and DeLaria's Eagan South, Inc. corporation under the laws of the State of ............... l.. nne5ota ,,,,,,,,,.,,,,,,,,,,,,,.,,,.,.. party of the second part, HH111015C(1), That the said party of the first part, in consideration of the sums of........ One.,Dol l dr............ and other noQd,,,andval ual a g9's. ,dgra,tj.,on...........,_,,,,, ... DOLL.4RS, it in hand paid by the said party of the second part, the receipt whereof is hereby acknowledged, does rely Grant, Bargain, Sell, and Convey unto the said party of the second part, its successors and assigns. Peeves, all the tract....,..,, or parcel ......... of land lying and being in the County of..._......... Odkotd it State of Minnesota, described as follows, to-wit. 2, U1ock 1, Mari Acres 2nd Addition, according to the recorded t thereof, in Dakota County, Minnesota To jWbe nob to jflolD lac Amine, Together with all the hereditarnents and appurtenances thereunto oagin ff, or in anywise appertaining, to Ilia said party of (Ito second part, its successors and assigns, For, r..4ndthesaid ....... ..Minneapolis Federation for,atoieh caruira n _,., c:. __ ----------_._ ..............................................„......„....».._.._._............ pnrty of the first part, for itself and fts successors, does covenant will). the said party of the second part, }ill sueressors and assigns, that it is ti)rll seized in fee. of the lands and premises aforesaid, and has good fight to sell and convey the santo in ntanner and fat-tit aforesaid, and that the canto are free from all neantbrancea .......... E 99Pt....t,.h4.S-v ....Q.f...r.eGO.Cd.,....I.nap-417,1ng...wt...mt..21T1Ated...tA_..Xk1?..l covenants and conditions contained in Document No. 582807. nd the nbove bargained and granted lands and premises, in the quiet and peaceable possession of the f id party of the second part, its bueeessors and asaijnq, against all persons lawfully claiming or to tWin the whole or any part thereof, subject to incuntbrances, if any, hereinbefore mentioned, the said party o/ the first part will Warrant and Defend. ////??\\\\ 3111 Mmiflllollp (7lall)errof, The said first party has ranfPd- th.r.: I/ \\ preseltts to be executed in its corporate name by its ................... i II 11 - President and ifs ..Execut,ive,.Director a.nd .Is en rnn,•.. )...,,r )_ !`ZIC_IL,( ? - ?I?IC?r I ?j I---oc.s CLrFF - Yxc-u Ppr?c-? 7C? . sizec)n Z?, = 22 5x2L = Ilo. Z3 q v.. 7 (PL C f C1>f?rs j ?aG'R! AL _ F3A5 I C_ B15?L V?r_up c?tir Z3?0 `4b-7z 104,490 3z,??2 = 43,SC?0 = ?7? Lo`c Gove/-\-c) C (Ooeo_ t2 8 I M? ?i r^?r?? ?Nr 601167 Z'y? 0 , 32g7z = . 0 7 I MEMO T0: JAY BERTHE - POLICE DEPT. CRAIG KNUDSEN, ENGINEERING TECH. TOM COLBERT, DIRECTOR OF PUBLIC WORKS JIM STURM, PLANNING DEPT. JON RUBENSTEIN, ADMINISTRATION BILL AKINS, ELECTRICAL INSPECTOR JOE CONNOLLY, WATER DEPT. FROM: DOUG REID, DEPARTMENT OF PROTECTIVE INSPECTIONS DATE: f /q/oj? The preliminary construction a? g plans for =???".A.t are in our plan review section for your review and comments. Please return this form to Steve Hanson with your initialed comments and the date of review. Failure to return fora to Steve within five (5) days will be considered your approval. If you have any objections to approval of these plans, it is your responsibility to notify this department and resolve any problems. Thank you. /JS MEMO TO: JAY BERTHE - POLICE DEPT. CRAIG KNUDSEN, ENGINEERING TECH. TOM COLBERT, DIRECTOR OF PUBLIC WORKS JIM STURM, PLANNING DEPT. JON HOHENSTEIN, ADMINISTRATION BILL AKINS, ELECTRICAL INSPECTOR JOE CONNOLLY, WATER DEPT. FROM: DOUG REID, DEPARTMENT OF PROTECTIVE INSPECTIONS DATE: G/11/a7 The preliminary construction t plans for 47>1,-D are in our plan review section for your review and comments. , t s Please return this form to Steve Hanson with your initialed comments and the date of review. Failure to return form to Steve within five (5) days will be considered your approval. If you have any objections to approval of these plans, it is your responsibility to notify this department and resolve any problems. q p-7 Thank you. . /JS ''. MEMO TO: JA HE - POLICE DEPT. ?E " CRA UDSEN ENGINEERING TECH. .-.,.,. . TOM COLBERT, DIRECTOR OF PUBLIC WORKS JIM STURM, PLANNING DEPT. JON HOHENSTEIN, ADMINISTRATION BILL AKINS, ELECTRICAL INSPECTOR JOE CONNOLLY# WATER DEPT. FROM: DOUG REID, DEPARTMENT OF PROTECTIVE INSPECTIONS DATE: The preliminary construction plans for. I?t?tTUGfG?/ F12! ED 1=1 l c ICCf.f fJ I GOC,S CL, FF_ are in our plan review section for your review and comments. Please return this form to Steve Hanson with your initialed comments and the date of review. Failure to r f-m .., r.... MEMO TO: JAY BERTHE - POLICE DEPT. CRAIG KNUDSEN, ENGINEERING TECH. XWOR TOM COLBERT, DIRECTOR OF PUBL JIM STURM, PLANNING DEPT. JON HOHENSTEIN, ADMINISTRATIO BILL AKINS, ELECTRICAL INSPECTOR JOE CONNOLLY, WATER DEPT. FROM: DOUG REID, DEPARTMENT OF PROTECTIVE INSPECTIONS DATE: ip? ??? The preliminary construction 9 f plans for (?'4Ie.! '=Q are in our plan review section for your review and comments. Please return this form to Steve Hanson with your initialed comments and the date of review. Failure to return form to Steve within five (5) days will be considered your approval. If you have any objections to approval of these plans, it is your responsibility to notify this department and resolve any problems. Thank you. /JS .4 /sv?aai r FEW - 1 r"W RT./8K A&A. AMgiC S M41400-00 f Y . ` s HOUSE HEATING TEST RECORD ADDRESS OCCUPANT, ?S S G 2i•? Z'? rv[,? APT. a PL00R CITY SUPURB?...,°?.?.. K OWNER NEAT LQSS DATE MTG. INST. GAS CO. METER BADGE a .r.,.?..r•? SOLO BY INSTALLED BY Eloeerbsd Werh By Gee Lino Br TYPE OF NEAT GA _ FAI NW. STEAM..SPACE NTIL . UNIT NTR, .OTNRi MAKE (°•; -q_ WA & BC?Wt MAKE OF BURNER CONVERSION Mdd I MI z (c, 51v 9 a Me" Serial fl 713 2 s Mss. BTU Rating NWUT 1 ! •?°O MAKE OF FURNACE Me" T4-7q CONTROLS THERMOSTAT 1 "not Plus Vow Sias WM- b KIND OF LINER SIZE Npl? Llwit ` i:1 i2a Desk Nod R"Wlevw Liwit SgmYM k9 Filters cI $iaa/& ? z sr L Musiw - Paw Sat11n/ Ias+ Chimp" Location lsaids Outsira Pilot Tyya s 8 • rt Chiwnar CanotNaioa Pilotusho col Pilot Meld G, -7k 4 -3 Swoha Bowl ? Ririn4 6 Pilat Timing 4alt Taat Tog a i, L.R. Cat ON Dar Prsssuro Ltybtime Ines, s(G rtmesunt Pwcw CO we Z ' - Dan Tested Cpl{pl{ 13a P O kow T Congsny Taatinq Go Stoe.. iw l Staa4 Twsrr. 3 v" Parsaat CO News of Tooter ' ?lrfct ' ,as: ...,? Spl?kNi? :.??.... 41r?1CfMirty 7.770 ?? 476 ? w4ra,*wouwiw ? ' !hr Comf4CivrS° F ? i 1 • t,. i . . ?. 601 iyMERCE.6fITLA?1 RT./ST. PNfK.rMMMGY. ?/Ml's/, s, HOUSE HEATING TEST RECORD ADDRESS L? ? ?S L 2/? ?A?G APT. a FLOOR CITY 74L?SUpB6.?.,^..? OCCUPANT I' OWNER HEAT LQSS DATE MTG. INST. GAS CO. METER BADGE SOLD By INSTALLED BY Eleotriw{ Wwlh 8y Gas Line By TYPE QP MEAT GA PA NW ?STEAM ? $PACE HTR. ,..UNIT NTR. ?OTNER ?,,.?....., ?. GAi DE&GN "K I NVEAiION t? , P /z 1 ( (C j rt wf "KE OF BURN Me" /y 3R ` Saria? b?c Max. BTU Raring INPUT 3 t ?:= ° MAKE OP PURNA E Ma" CONTROLS THE ST T S RMO A Meet Plus Vent Size ({, Voles... 1L. ,L V KIND Of LINER • -- L{w{r . ae:. " a Draft Mod RpW?saw Limit a/winy f U Filters q Size /6X z' k Y NOMI M, Pon Setting ? h Chimney Location laiNe c Oatai?a ..... Pilot Tyl'a Chimney CsaaweatiM Pllet »isb ?o kct x, n PIIM MvMI la Ca -3 Swab Bomb wirial Pilo Timing Draft ? .Tset Tog L.W. Cap Off Dow Presses L?ghtlog IsW. Q ., Presents ' S Percent CO 7. JAG Dote To*tW b w C>r Paraaat Ol Company Testing O to r • Stash To 3 Pwaat CO _ Now of Tosser , rirl ?P L a pry, , 1 2, . . .. C 01s1 Al f"nue " 5 . %S 1 i 41 SS k qq'? S- C-,-' VV bin (tf- c o v N r Environmental Management Barry C. Schade Director December 12, 2001 Dakota County Western Service Center 14955 Galaxie Avenue Apple Valley, MN 55124 952.891.7557 Fax 952.891.7588 www.co dakota.mn uc Mr. Kevin Hoffman Braun Intertec Corporation 6875 Washington Ave. So. P.O. Box 39108 Minneapolis, MN 55439-0108 RE: Erin Drive-Nicols Road Dump, Eagan Dear Mr. Hoffman: RECEIVED DEC 17 2001 EHUAN ENGINEERING DEPARTMENT EA157 A preliminary review was performed regarding your December 12, 2001, request for information on the waste disposal site, known as the Erin Drive-Nicols Road Dump, located northwest of the intersection of Erin Drive and Nicols Road in Eagan. It is based upon a limited file review. The audit and maps are enclosed. If you discover any waste disposals or contaminant releases not reported here or uncover errors in this audit, contact me. Should compliance with Dakota County ordinances [i.e., #110 (solid waste), #111 (hazardous waste), and #114 (wells and water supplies)] be recommended, please contact this office for more information and assistance [(952) 891- 75571. Should you have any questions, please contact me at telephone (952) 891-7542. Sincerely, Ronald C. Spong Environmental Program Manager Attachment Cc: Tom Colbert, City of Eagan sa Erin Drive-Nicols Road Dump [Site 2018 (U-30)], Eagan ERIN DRIVE-NICOLS ROAD DUMP [Site 2018 (U-30)], Eagan Location. The so-called Erin Drive-Nicols Road Dump (Site 2018) is located (Figure 1.) northwest of the intersection of Erin Drive and Nicols Road in southwest Eagan [PLS: Northeast quarter of the Southwest quarter of Section 30, T.27N., R.23W.]. The dump overlaps the following two adjacent parcels presently owned by Hillcrest Development, 2424 Kennedy Street Northeast, Minneapolis, MN 55413-2806: 1. West Parcel. PIN 10-47401-010-03. 15.08 acres. Property vacant. Property originally farmland (pasture) and later a sand and gravel extraction pit. 2. East Parcel. PIN 10-47401-020-03. 1.95 acres. Property currently vacant, as there was a former farmstead located there. Description. Prior to the mid-1970s (aerial photos 1970 and 1974), a farm was present on the properties. The farmstead was located in the east parcel north of a pond and wetland and with access from Nicols Road (aerial photograph 1945, Figure 2.). By the time of the April 1977 aerial photo, the farmstead was razed in preparation for the late-1970s construction of Cedar Avenue (State Highway 77) immediately west of the west parcel and the future Erin Drive. It appears that the residence, bam, and most of the outbuildings that were razed were north of the present Erin Drive. It is not known if there was a farm dump associated with the farmstead, but it was common practice prior to the 1970s to dispose of household and agricultural wastes in open and closed depressions near the farmsteads. It was also a common practice to bum combustible wastes and dispose of incinerator and fireplace ash and farm shop wastes in such farm dumps. During the razing of the farmstead's buildings, it is likely that the wood, brick, and other materials that were knocked down may have been buried in the subgrade basements or foundations or they may have been pushed or transported elsewhere on-site. At least one abandoned, unsealed well is present on-site, and, depending upon the age of the farmstead, there may be more than one abandoned, unsealed well. During the 1930s drought ('Dust Bowl') many older, shallower wells "went dry", and deeper, replacement wells were drilled to provide a source of drinking water. It is not known if there were other wells on this property. County Ordinance 114 requires sellers to disclose all wells on the property to potential buyers and to ensure that all abandoned (i.e., non-operating) wells are properly terminated and permanently sealed. While searching for the well(s), care should be taken to ensure that any dry wells, sewage systems, or other subsurface wastewater injection points are investigated and properly sealed as well. During the construction of the new four-lane Cedar Avenue (Highway 77), the accessory roads, and adjacent subdivision streets in the late 1970s to mid-1980s, the properties were mined for sand and gravel, in particular the glacial outwash beneath the Hawick loamy sand and the glacial till beneath the Estherville sandy loam. During the mid-1980s, the abandoned sand and gravel pit became the disposal ground for promiscuous household, commercial, and public works dumpers based on exposed waste characterizations. Structural and building demolition and construction debris were deposited at several locations within the sand and gravel pit. A number of waste piles are present and scattered throughout the site. It is unclear if the debris is also buried and covered in former depressions as well. As noted above, the razed, former farmstead may have been deposited there too. Dakota County Environmental Management Department- Site Assessment I FRIN DR h NI(.'()I,S RD 01.111' IA I;, 2018 Erin Drive-Nicols Road Dump [Site 2018 (U-30)I, Eagan A preliminary investigation on September 20, 1996, by County staff found four discrete areas of apparent surface waste disposal with some questionable signs (e.g., electromagnetic locator responses to buried ferrous materials and stressed or absent vegetation) of buried wastes. Present on-site were concrete, asphalt, metal scrap, brick and mortar, lumber, carpets, plastic, foam insulation, empty oil containers, batteries, tires, containers of driveway sealer, tree and yard wastes, and other household and commercial refuse. Some darkened soil areas were observed suggestive of petroleum staining, but no soil samples were collected for analysis. The observed tires were removed by County staff to prevent harborage by treehole mosquito larvae, the adults of which are vectors for LaCrosse encephalitis. The primary trail into the former sand and gravel pit was blocked by large boulders to supposedly prevent vehicular traffic from entering the pit to dispose of wastes illegally. The site is presently overgrown with adventitious brush and trees. Sporadic, promiscuous waste disposals continue even today on the south side of the properties, which is directly accessible from the north side of Erin Drive. Recommendations. The dump remains an unapproved, non-conforming solid waste site, which has been neither investigated, resolved nor formally closed in compliance with County Ordinance No. 110. The property owner, Hillcrest Development, is the responsible party with respect to the requirements of Chapter 14 "Nonconforming Sites and Facilities" of the Ordinance. A copy of the Ordinance may be obtained from the County's Internet website at URL: htto://www.co.dakota.mn.us/environ/Ddf/110-99.pdf. The owner should disclose the presence of the waste disposal site and its current status, as well as the abandoned, unsealed well(s), to all prospective buyers. Please note that the County should be notified and informed of any and all work done on the above referenced site, including investigation, testing, and cleanup. Contact the Dakota County Environmental Management Department's Waste Regulation and Waste Sites groups for assistance at telephone (952) 891-7557. Caveat and Notes: The information provided is derived from a compilation of records and data gathered from a number of sources with variable reliability and accuracy. Therefore, it should be used with caution. Although reasonable and prudent care has been exercised, Dakota County and its employees are not responsible for any errors or omissions contained herein. If detailed investigations have not been conducted, the extent, boundaries, characteristics, and impacts of sites discussed may be incompletely known. The site inventory process is being continuously updated. Previously unknown sites are being reported, disclosed, and discovered, and new information on existing sites is being made available. Evaluations are based on reviews of and assumptions derived from only those records and data compiled. The maps and figures are not legally recorded surveys and should not be used as such. Should any discrepancies, inaccuracies, or inconsistencies be found, please contact the Dakota County Environmental Management Department immediately. This document may be copied, quoted, and otherwise disseminated provided that it is intact (all pages including maps and data), unaltered, and properly cited as to authority. RCS 12/12/01 Copyright m 2001 by Dakota County 2018.dorJpdf Dakota County Environmental Management Department - Site Assessment ERIN DR &I NI('OI,S RD DI Nl1' f:A 1__. 11 1945 f1[101U CO%A (t,u;f t l? 11. 2005 COMMERCIAL MECHANICAL PERMIT APPLICATION City Of Eagan 3830 Pilot Knob Road, Eagan MN 55122 Telephone # 651-675-5675 Please complete for; commerciallindustrial buildings multi-family buildings when separate permits are not required for each dwelling unit Date Site Street Address 7 StfS (?1? 6?c? Unit # Tenant Name (if applicable) Previous Tenant Name Property Owner Telephone # ( ) Contractor Street Address f drt` 1/1?!Z- T City el:26!?Z State /f L Zip Telephone # ( ) Bond #: ??b, 3lo t? Expires: / r7 ( r105- ?W--AJ?1 pit i'oce .3s The Applicant is Owner -Accontractor Other Work Type New Construction - Underground Tank _ Install -Remove **see below _ Interior Improvement - Install Piping -Processed -Gas Nature of Work: "" 02 4 Ce4?-? **When installing/removing underground tank, call for inspection by Fire Marshal and Plumbing Inspector Permit Fees: $70.50 Underground tank installation/removal $50.50 Minimum (includes State Surcharge) or Contract Value $ S 7? x 1% _ $ S Permit Fee • If en rmit fee is $1,000 or less, add $.50 => $ s° State Surcharge If eo rmit fee is over $1,000, add $.50 for every $1,000 permit fee $ Total Fee I hereby apply for a Commercial Mechanical Permit and acknowledge that the information is complete and accurate; that the work will be in conformance with the ordinances and codes of the City of Eagan and with the Mechanical Codes; that I understand this is not a permit, but only an application for a permit, and work is not to start without a permit; that the work will be in accordance with the approved plan in the case of work which requires a review and approval of plans. 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I o- , ~ ~ ~ ~ ~ ? ;4 ...a sy,.~ ~ a,.,wx ..,.wa+cs,., ~ ~ ~u. . _ _ T 1 ~~r r'°` { t, S,~hrttc~ y,t _ 9 ~ ~ ~ t- ~4ati't.l r ` - . _ ~ I - _w ~ ~ s 6 f ~ k 9 J .r ~ ~,.r~j'~.~.~ .wa~~ l,~.. ~ ~ ~ ~~r~~' ' ~ .a,.~. i. _ C... ,-~w f t , e ~ n , J_!~, tiiy~ ~--v, , wc.= i~xrN~U ~~ua~.~.~at .mk;,a~laa~m.raxr~r-;,ct~..,muaroaazbnu~.~u.~ ~ - ~ ~ J t, ~ , ~ lAar e. ~ 'm„_ - t ~ J=, _ _ ~ a~n-rep -s~.r~ r - ~:r _ s~,.arn„wc r V ~ r. . w ~ ~a 2 ova "`.:a x ~ - _ _ - s ~ ~ - N . ~ ~ , - . , w. ~ , s ~ a~~, 1~ R R n j t - C ~ Awn, 'rv~~ .,_m 'arv~-~ _ s _ 1 v ~ i ' Use BLUE or BLACK Ink . � r----------------^ � For Office Use � � � Permit#: �� Cit of �� a� � .,�f � � � � Permit Fee: `� � 3830 Pilot Knob Road i i Eagan MN 55122 � � Phone: (651) 675-5675 � Date Received: � Fax: (651) 675-5694 j Staff: j �-----------------� 2015 COMMERCIAL BUILDING PERMIT APPLICATION Date: � Site Address:�� fC i�)IC� h�..� + Tenant Name: �Ft�.�t�� (Tenant is: New/ Existing) Suite#: Former Tenant: � � : : < � �} 1�1�� -:� ��{::, Name: ��I�� Phone: �� .�> ��. � � Address/City/Zip: ,� `� � :�� , � �� <�� w � Applicant is: wner Contractor ��. v„ � �: �� v �#� �� ' Description of work: �'�,,/�� 1Tf Od.� ; of ` � � � , ��`��" �� " ��"��yt� Construction Cost: � ��.: �� ,.�� ; � � x Name: �„��?E r� �c�19 �l-i� �N rr License#: � .`� �. � � Address: ��d ��'B�K��N�i �� City: �T� l'/�UL, ��0� :� � �1'�� H: �� n I�t _ p. S'�� C l z=�� ' � �(� �� State: � Zi Phone: D �� .. �F� � , � # s ��= �w x,.;; � . ; Contact: Email: � � �� . � � rv � . �� Name: ' Registration#: I�� : � �� , � � µ Address City: #��'C�1, _ � �� ., � � � �� M State: Zip: Phone: � � _ �. � `w � � �� Contact Person: Email: Licensed plumber installing new sewer/water service: Phone#: i N�"� ��# �'�ns art�suppa ar�g. �1�s: � �rt�u s�r .:��t � � ��r��+� ��f r � �x .w �� n� � � �� the�r��'�arma#�on ma cla��e�as� ublr ��r�c��r�'�f�sp�ci�'i'��reas »�� C�' , ��: : _ �;� �{: ��i��`u�1 �; w e F �re tra r � ;; �.��s�� : ��# f � �� CALL BEFORE YOU DIG. Call Gopher State One Call at(651)454-0002 for protection against underground utility damage. Call 48 hours before you intend to dig to receive locates of underground utilities. www.aopherstateonecall.orq I hereby acknowledge that this information is complete and accurate; that the work will be in conformance with the ordinances and codes of the City of Eagan; that I understand this is not a permit, but only an application for a permit, and work is not to start without a permit;that the work will be in accordance with the approved plan in the case of work hich requires a review and approval of plans. x fZ X _.. ApplicanYs Pr' d Name Applica t's Si ature Page 1 of 3 Use BLUE or BLACK Ink r----------------� I For Office e I � Permit#: �� I � � - —�— I Clt of �a �� s°— ; y � � Permit Fee: 3830 Pilot Knob Road � Date Received: � Eagan MN 55122 ► I Phone: (651)675-5675 j Staff: i Fax: (651)675-5694 �_________________ 2015 SEWER AND WATER REPAIR / DISCONNECT PERMIT Date: � l� C.� �s Fee: $65.00 City Sewer City Water Repair Disconnect Description Of Work: � C� ,�� ! I✓� `,��L-�T�11� � W(Q�� D fJ��'��C7��U� Street Address for Proposed Work �� Z�� 1 d.� � ,U Name:�� "l(��..l2.rs,U Phone: � Address/City/Zip: Applicant is: Owner Contractor Licensed Pipelayer� Master Plumber Property Owner (� Name: Phone: C I�� l�g � Address/City/Zip:_ C C� �� 7 K� I�cJ�i �. �i / �vL 1"( �( ( Pipelayer Training Certification Card#: or Master Plumber License#: I acknowledge that the information is complete and accurate and 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 n a permit, but only an application for a permit, and work is not to start without a permit. �^ i° _._. Applicant(Pri t Name) ApplicanYs ignature CALL BEFORE YOU DIG. Call Gopher State One Call at(651)454-0002 for protection against underground utility damage. Call 48 hours before you intend to dig to receive locates of underground utilities. www.gopherstateonecall.org , � Use BLUE or BLACK Ink �� _________ c� � For Office Use j �a �j •-�� ` ' � j Permit#: ��' " I �� j � �I , � � � Perm�t Fee: � .� �/ 3830 Pilot Knob Road � � Eagan MN 55122 i �� 'rs i ��t,M�'V^`_��,r�� Date Received: � Phone: (651)675-5675 E I � Fax: (651)675-5694 , � i s��: � c::� r. .,,, �� .77� �f=..� E� ;t ,�,�.� � `��________�_____J 2015 COMMERCIAL BUILDING PERNI�T APPLICATION Date:�� Site Address: �� Y\n Wlhl1. Tenant Name: �Q� �l"A(('Ci,(11n �( Y►11 a (Tenant is:�ew/ Existing) Suite#: t�� N Former Tenarrt: �. Name: '�uVCI�XI f�YYIU y�C114��hone: uLI�� 1�� Address/City/Zip:'� �3S I�(IYY�'DU��S �Gt{�,SUI��_��Mf�'J�T�� SSy , , Applicant is: �Owner Contractor .�.�� Description of work: ��,�,�!�/� �,�tj��'�,�,�� ,/��f ��'i Z�yc��j r Construction Cost:��o�� . c_ Name: ��►��[q��(� (;CXl��T,[� License#: � '�� Address: � �U[,�(F'�"�f. .�� 1, City: ��T'•��1 � State:�Zip: �� Phone: �� ' �'��' I �� Contact:�\�� G1��rC�U' EmaiL• Name: ��,1�tXU\f � W� Registration#: ,�0�x.-� �-- J�' . �� ' Address I L� ��-Q(��{)..Yl"C �Y\A, City: N @Y�1 �� State: �1(� Zip: .�1�-� Phone:C ��9-o "�J��JLQ Contact Person: �� Email: �� G� Y. _ _ �7�'r/ � u Tj; `/� Licensed plumber installing new sewer/water service: �i�T" �y l� �L� Phone#: "� �" �"77 l�07�'>��a(�r�� : r ,�s �� ', �:. .�pf` �lt��art��xt��bi� '�i�ea1��-� �°�..; �t,�.� '. `�� CALL BEFORE YOU DIG. Call Gopher State One Cail at(651)454-0002 for protection against underground utility damage. Call 48 hours before you intend to dig to receive locates of underground utilities. wwwr.qopherstateonecail.orct I hereby acknowledge that this information is complete and accurate; tha work w' e in nformance with the ordinances and �des of the City of Eagan;that I understand this is not a permit, but only n a�plicati for a pe mit, and work is not to start without a permit;that the work will be in accordance with the approved pian in the se of w ich requ'es a review and approval of plans. x �� x Applicant's Prin ed Name ' ant's S nature Page 1 of 3 . . �� r��L ��` DO NOT WRITE BELOW THIS LINE l � `-� �� SUB TYPES �oundation _ Public Facility _ Exterior Alteration-Apartments _ Commercial/Industrial _ Accessory Building _ Exterior Alteration-Commercial _ Apartments _ Greenhouse/Tent _ Exterior Alteration-Public Facility Miscellaneous Mtennae WORK TYPES 1/�New _ Interior Improvement _ Siding _ Demolish Building* _ Addition _ Exterior Improvement _ Reroof _ Demolish interior _ Alteration _ Repair _ �ndows _ Demolish Foundation _ Repiace _ Water Damage _ Fire Repair _ Retaining Wall _ Salon Owner Change *Demolition of entire building-give PCA handout to applicant DESCRIPTION �� . Valuation _��Qr� ' Occupancy �2. MCES System ,V e,,�i Plan Review ��T� Code Edition a0/5/X58L SAC Units ��y�e1' (25%_100°/a�� Zoning City Water � Census Code Stories Booster Pump #of Units Square Feet PRV #of Buildings Length Fire Sprinklers �� Type of Construction wdth RE UIRED INSPECTIONS Footings(New Building) Sheetrock Footings(Deck) Final/C.O.Required Footings(Addition) �/Final/No C.O.Required �Foundation Other: Drain Tile Pool:_Footings AidGas Tests _Final Roof:_Decking _Insulation _Ice&Water _Final Siding:_Stucw Lath _Stone Lath _Brick Framing Windows Fireplace:_Rough In Air Test _Final Retaining Wail Insulation Erosion Control Meter Size: Concrete Entrance Apron Final C/O Inspection: Schedule Fire Marshal to be present: Yes +/ No Reviewed By: i K� L , Building Inspector Reviewed By: , Planning COMMERCIAL FEES Base Fee ��f� `7,j� Water Quality Surcharge ,�„ Ot� Water Sampling Fee � - Plan Review 't 7, Water Supply&Storage(WAC) MCES SAC �7 �`�j��.-°("J Storm Sewer Trunk City SAC �100 0 �0 Sewer Trunk — �_ S&W Permit 8�Surcharge , _, . Water Trunk Treatment Plant �G +s� Street Lateral Treatment Plant(Irrigationj Street Park Dedication Water Lateral Trail Dedication Other: Water Quality TOTAL�� ; -�. 'age 2 of 3 .� 3��.39 � " Use BLUE or BLACK Ink �----------------� �I� I For Office Use /! � � � Permit#:��(fJ —I l��./u l� Cit of Ea �� " J � � � � PermitFee: ��U`[�°" � 3830 Pilot Knob Road � � Eagan MN 55122 RECEIVED I Date Received: " � �� i Phone: (651) 675-5675 � I Fax: (651) 675-5694 N�V ,� 6 �0,�� j Staff: I �-----------------� 2015 COMMERCIAL BUILDING PERMIT APPLICATION Date: Site Address: �� n � � Tenant Name:�''�C/�../ J"�l:l��i �c:-�� J`-��i`�'��J(��i�� enant is: New/ ' Existing) Suite#: � Former Tenant: � � � , �; ��t � � _ � �r....� • , . , v., / , r; -�, Name: , -=- _�` ��' .� r;.7` Phone:�l r�� > ` .P� � � �} �� erty Owne� ��-, -- � - �; r-,�- , � „ � ��-� � �� e Address/Cit /Zi . _ _ ' " �..� !�( ,� e �°�. ! �: � � � ', ��t•ci � ��£��' Y�`. Y P --'.�-, _�"".,t, 5`> � } �� x ~ Applicant is: Owner ��Contractor- � � � �� „ Description of work: ��t.�.� ;�_.��'��—f�'.�"�� 7yp��l�lor� _J '� � �� .c � � ,��v�:; � .t Construction Cost: '�� j�-L�t' � � , �� : �, n °.: �� ' � ..� ' � , ' Name: �'�-��'��'�'✓c� �� L_._�.?��.5"��`l}rL cense#: � ' tj . % . � � .�.�_��.` .��'� � i I�l` �� City `J t ` �-�-�� Cj- I � 7 C011`#t'��' Address� 1 f J � rs:�-"'�- ` �., � ��; � f� . � ��;, { / �Q � ��;., ��: State:�Zip:;�.��7 � �-�- Phone: (.F -� � C�'�� I � � :r �>;� � � � �� '°"�""� ,, . � ��#: Contact: EmaiL�(,:'r. ��--�� '�..�� : �6'��' i,�rtt�� '1' �:��. � :: � a __ "�- C`�i- l�� l�'/� G----� ' �� ' Name: } ' '� L_ Registration#: �� ( � �.itec#lEr��inee�`� address: ��- t--�� j``_'�� i 1� �-�� c�ry: �_t r�,��- ��'� �-� �� , ,� . ��,r � �� . ' �C�� - /� � . - . /. State:, Zip: __ __ / ,� � Phone: � � .. ' ;_: =-'` _ u �L';. t ��:.. � . � w� � �", y---. ��;' Contact Person: -�� Email:��t ��- �'� -�`��' �' �C�l.��'� � Licensed plumber installing new sewer/water service�-�r" �1==�� '`"��1�`�� Phone#: � �� '�� J1��'E:Plans and��t�Parting�ic�cumen#s`�hat yo��trr��;��z� ��p��bl�c�nformation. Po s of �,. . �he ir��ormat�on��y be c/ass��ed as nor�-publi��'��pr�t�vrt��prec��i��:�sc�ns$#hat would pe �� #o��: .' � �� .�� x,� �� conclu�(��°��he�� are#r��cr�ts. '� � ' ��. � � �a� . �`�_' �� K . �� CALL BEFORE YOU DIG. Call Gopher State One Call at(651)454-0002 for protection against underground utility damage. Call 48 hours before you intend to dig to receive locates of underground utilities. .qopherstateonecall.org I hereby acknowledge that this information is complete and accurate; that th 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 pplication f ermit, and work is not to start without a permit;that the work will be in aCcordance with the approved plan in the case of wor hi req res a review and approval of plans. _ . . - � 3 .., • l � � , !.. i' / V Y � X �1� �1, ��__ �'{� .� ti. . ..r" ��. ' x Applicant's Printed Name Ap ' ant's S gnature Page 1 of 3 --� �� DO NOT WRITE BELOW THIS LINE � S ��C� � 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 S81on Owner Change *Demolition of entire building-give PCA handout to applicant DESCRIPTION od Valuation � OD OB� Occupancy -� S-� MCES System ,� �Co�F c,-�e� l.c�� Plan Review l��j Code Edition �/,�"'_ ylSBG SAC Units 0 �-�f �� 25%_100% T � ( _) Zoning City Water �;�-- Census Code Stories Booster Pump #of Units Square Feet PRV #of Buildings Length Fire Sprinklers Type of Construction � Width REQUIRED INSPECTIONS Footings(New Building) Sheetrock Footings(Deck) f Final/C.O. Required Footings(Addition) Final/No C.O. Required Foundation Other: Drain Tile Pool:_Footings _Air/Gas Tests _Final �/ Roof:_Decking y�lnsulation �Ice&Water _Final Siding:_Stucco Lath _Stone Lath _Brick �✓ Framing Windows Fireplace:_Rough In _Air Test _Final Retaining Wall �/ Insulation Erosion Control Meter Size: Concrete Entrance Apron Final C/O Inspection: Schedule Fire Marshal to be present: �Yes No Reviewed By: �1 �. �-- , Building Inspector Reviewed By: s'`�"`'4� � , Planning COMMERCIAL FEES Base Fee �.� , j Water Quality Surcharge �80. �O Water Sampling Fee Plan Review ��9�,� Water Supply 8�Storage(WAC) MCES SAC Storm Sewer Trunk City SAC Sewer Trunk S8�W Permit 8�Surcharge Water Trunk Treatment Plant Street Lateral Treatment Plant(Irrigation) Street Park Dedication Water Lateral Trail Dedication Other: L�a-��, y v�Ot10 o�' W a t er Qualit y TOTAL� / �o��q b� Page 2 of 3 Use BLUE or BLACK Ink For Office Use I g 1016 5 C, j Permit#: - ' 3 My of Eajan I Permit Fee: 3830 Pilot Knob Road Eagan MN 55122 Date Received: i Phone:(651)675-5675 I Fax:(651)675-5694 I_Staff: 1 ____________1__- 2016 COMMERCIAL PLUMBING PERMIT APPLICATION Please submit two(2)sets of plans with all commercial applications. Date: 1/27/2016 Site Address: 4585 Erin Lane Tenant: New Horizon Academy Suite#: Property Phone: Owner Name: Name: B&D Plumbing, Heating and A.E. License#: 59287 Contractor Address: 4145 MacKenzie Court NE City: St.Michael State: MN Zip: 55376 Phone: (763)497-2290 Email: jbarbeln @bdpiumbers.com Type Of Work —New _Replacement _Repair _Rebuild —Modify Space _Work in R.O.W. Description of work: Plumbing and Gas Piping C MMERCIAL V New Construction _Modify Space 'Grigation System W yes/_no)(_RPZ/-*—(PVB) • Rain sensors required on irrigation systems Permit Type'` • Avg.GPM r"? (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 1 1/2' Commercial Fire: 1 Avg.GPM 35 High demand devices?_Yes ZNo Flushometers_Yes 6o COMMERCIAL FEES –710 Contract Value$172,000.000 X.01 $60.00 Permit Fee Minimum t � �� ° _$ Permit Fee $60.00 PVB/RPZ Permit(includes State Surcharge) i 00 Surcharge Surcharge=Contract Value x$0.0005 #l G L' �v -�(_$ -0 0 TOTAL FEE If the project valuation is over$1 million,please call for Surcharge 1 Following fees apply when installing a new lawn irrigation systems $ �7/ , /'T/) Water Permit Contact the City's Engineering Department,(651)675-5646,for required fee amounts. $ �2 Q ` D u Treatment Plant $ ge $ e urc arge =$ 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 plans. x 4o f 6a b{1„ x Applicant's Printed Name Ap ' ant's Signature FOR OFFICE USE Approved By: Date: ; Required Inspections: Under Ground Rough-ln Air Test �as Test Finai PRV Required:_Yes_No Meter Related Items: Meter Size: Radio Read Manometer Staff; Page 1 of 3 � P City of E$ju 3830 Pilot Knob Road Eagan MN 55122 Phone: (651) 675-5675 Fax: (651) 675-5694 RECEVED MAR 0 3 2016 av Q r Use BLUE or BLACK tnk For Office Use Permit* (3 C3-51 sgq �° Permit Fee: D to Received: 3- - .1 (-1 Staff: L 2016 FIRE SUPPRESSION SYSTEMS PERMIT APPLICATION ,,ma�yy ,` _..- Date: ` L `-[:(,p Sit Address: /1 �� )t tl . L �� . \' ) ", l�� t +�►` Tenant: ) ; \C.a-AS .sem Suite #: Property Owner Type of Work Contractor Name: Address / City / Zip: Applicant is: Description of work: Phone: er Contractor Construction Cost 9 4 Estimated Completion Date: �.----() License #: C0/10) 2 , ) t'i%-�( zTg City: Wa0_ C Zip55t ( 0 Phone: `T 63—/rP)— '1 (DI. 0 FIRE PERMIT TYPE Sprinkler System (# of heads ) Fire Pump _ Standpipe Other DESCRIPTION OF WORK: FEES $60:00 Permit Fee Minimu mesal' Surcharge Contract Value x $i .0005 If the project valuation is over $1 million, please call for Surcharge $100.00 Residential New (irtcludes State Surcharge) 3/4" Fire Meter - $280.00 ORK TYPE V New Addition _ Alterations _ Remodel Other. Residential _ Educational Contract Value $ nD — .01 _ `?° Permit Fee Surcharge DIAL FEE $_Pire Meter = $ 4 „z..„ TOTAL FEE quirements: 2 complete sets of drawings andspecifieaflQns, cut slaeets nn materials and:comp rents to be used I hereby apply for a Fire Suppression System permit and acknowledge that the information is complete and acc conformance with the ordinances and codes.of the City of Eagan and with the Minnesota.Buildi g/Fire Codes; only an application for a permit, and Work is not to start without a permit; that the work will be accordance which requires a review and approval) of plans. e Appli(ht's Printed Name p Jf Ap:'can 's Sig ature e; that the work will be in I undd this isnot a permit, but case of work 133 1 OR OFFICE USE SQUIRED 1NSPECTfI cost 41111''City of Ea u 3830 Pilot Knob Road Eagan MN 55122 Phone: (651) 675-5675 Fax: (651) 675-5694 eJnec(--- c4 CSG MAR 16 2018 Use BLUE or BLACK Ink For Office Use Permit #: ['s :c -DD Permit Fee: Date Received: Staff: 2015 MECHANICAL PERMIT APPLICATION ❑ Please submit two (2) sets of plans with all commercial applications. Date: 7f ( Co Site Address: 4585 ERIN LANE Tenant: NEW HORIZON Suite #: K26992 Name: L‘i 1 G.:: T Phone: 4)12-- c66 "do 3 (o Address / City / Zip: "4 ?kg.ci SAP't LN M. r- c c% IGS CS -1 t''). Name: MODERN HEATING & AIR CONDITIONING License #: Address: 2318 FIRST ST NE City: MINNEAPOLIS State: MN Zip: 55418 Phone: 612-781-3358 Contact: DAN KRECH Email: DKRECH@MODERNHTG. COM X New Replacement Additional Alteration Demolition Description of work: NOTE: Roof mounted and ground mounted mechanical equipment is required to be screened by Cil Code. Please contact the Mechanical Inspector for information on permitted screening methoi RESIDENTIAL Furnace Air Conditioner Air Exchanger Heat Pump Other COMMERCIAL New Construction Interior Improvement Install Piping Processed Gas Exterior HVAC Unit Under/Above ground Tank ( Install / Remove) RESIDENTIAL FEES $60.00 Minimum Add or alteration to an existing unit (includes $5.00 State Surcharge) $100.00 Residential New (includes $5.00 State Surcharge) = $ TOTAL FEE COMMERCIAL FEES $55.00 Permit Fee Minimum $70.00 Underground tank installation/removal *If contract value is LESS than $10,010, Surcharge = $5.00 **If contract value is GREATER than $10,010, Surcharge = Contract Value x $0.0005 ***If the project valuation is over $1 million, please call for Surcharge Contract Value $ 164, 000.00 x .01 _ $ 1,640.00 _$ 82.00 =$ 1,722.00 Permit Fee Surcharge* TOTAL FEE I hereby acknowledge that this information is complete and accurate; that the work will be in conformance with the ordinances and codes of the City of Eagan; that I understand this is not a permit, but only an application for a permit, and work is not to start without a permit; that the work will be in accordance with the approved plan in the case of work which requires a review and approval of plans. x DAN KRECH Applicant's Printed Name Applicant's Signature OFFICE USE uired Inspections: Reviewed B ate: Underground /S Rough In Air Test «Gas. Service Test In -floor Heat yPinal - HVAC Screenin Date: City of Eaau 3830 Pilot Knob Road Eagan MN 55122 Phone: (651) 675-5675 Fax: (651) 675-5694 4 I(I //"1-s 12016 Use BLUE or BLACK Ink For Office Use Permit #: / Permit Fee: j Date Received: Staff: O16 COMMERCIAL FIRETALARM PERMIT A�4l P,P,LI�CAAPPLICATIONN Spa 1 td� Site Address:'//16S- Cr_I N Lam` K Ei4anMW c�102- Tenant: l VE,4) `1TOt2-( Zc?-(/K%E/✓j L 4012-i Name: NEW101 t +J 1:E hone: Address / City / Zip: 31/0C- 7604 1 o M V ,) ME'i / r /00 �J N 6644/7 Applicant is: Owner X Contractor Suite #: Description of work: Construction Cost: 12, Name: 5- Name: Address: Estimated Completion Date: ig State: M, lv Zip: Contac (5- c, License #: T 50 0 f 62 7 0 City:""".. C/�3J— /'tel Y [ 7 Phone: / � v� ,7 / V2J C kil: V'1Vew Addition Alterations DESCRIPTION OF WORK: Remodel Other: mercial Residential Educational FEES $60.00 Permit Fee Minimum Surcharge = Contract Value x $0.0005 If the project valuation is over $1 million, please call for Surcharge Contract Value $ 1 Si 02 5-0 x .01 _ $ 1 F3to 150 Permit Fee Surcharge* TOTAL FEE =$4l l[•L3 **Requirements: 2 complete sets of drawings and specifications, cut sheets on materials and components to be used 1 hereby apply for a Fire Alarm permit and acknowledge that the information is complete and accurate; that the work will be in conforma:,y it ordinances and codes of the City of Eagan and with the Minnesota Building/Fire Codes; that I unde . nd t is not a permit, b j nl a permit, and work is not to start without a permit; that the work will be in accordance with the ap• ove• • an in the ca - of and approval of plans. f x iS►›_ICLS0NI Applicant's Printed Name FOR OFFICE USE' or eview x Ap s Signature te- Required Inspections: Rou, Final Alar{. APR 1 pity of Eaau 3830 Pilot Knob Road Eagan MN 55122 Phone: (651) 675-5675 Fax: (651) 675-5694 2016 Use BLUE or BLACK wcrii4/ For Office Use Permit Fee: / "/ �' 2 Date Received: / Staff: Permit #: 2016 COMMERCIAL BUILDING PERMIT APPLICATION Date: 4/14/2016 Site Address: 4585 Erin Lane Tenant Name: New Horizon Academy (Tenant is: New / Existing) Suite #: Former Tenant: Name: New Horizon Academy Phone: 763-383-6282 Address / City / Zip: 3405 Annapolis Lane Plymouth, MN 55447 Applicant is: Owner 1 Contractor Description of work: New Pylon Sign Construction Cost: $5,000 Name: Vanguard Construction License #: Address: 2350 Wycliff Street Suite 11 City: St. Paul State: MN Zip: 55114 Phone: 651-248-1510 Contact: Bill Beckfeld Email: wbeckfeld@vanguardconst.com Name: Rylaur LLC Registration #: Address: 14 Pheasant Lane City: North Oaks State: MN Zip: 55127 Phone: 612-868-3636 Contact Person: Peter Hilger Email: philger@rylaur.com Licensed plumber installing new sewer/water service: Phone #: TE. Pl ns a its that you subni on -public /f you conclude that th sidered to b+ pecfft`c-reasons ortlons ade s CALL BEFORE YOU DIG. Call Gopher State One CaII at (651) 454-0002 for Call 48 hours before you intend to dig to receive locates of underground utilities. otection a Ci gainst underground utility damage. os herstat .0 I hereby acknowledge that this information is complete and accurate; that the work will be in codes of the City of Eagan; that I understand this is not a permit, but only an application for a pe, mit; that the work wilht$5ir accordr h the approved plan in the case of ork w • h re J /16CA1/4 Applicant's Printed Name nfo e.rm. ance with the ordinances and and work is not to start without a s a review and approval of plans. x A. •lica. s .ature Page 1 of 3 DO NOT WRITE BELOW THIS LINE SUB TYPES Foundation V Commercial / Industrial Apartments Miscellaneous WORK TYPES New Addition Alteration Replace Salon Owner Change DESCRIPTION Valuation Plan Review (25% 100% ✓) Census Code # of Units # of Buildings Type of Construction Public Facility Accessory Building _ Greenhouse / Tent Antennae Interior Improvement ✓ Exterior Improvement Repair Water Damage 5/ 000 V•8 Occupancy Code Edition Zoning Stories Square Feet Length Width REQUIRED INSPECTIONS Footings (New Building) Footings (Deck) ✓', Footings (Addition) / Foundation Drain Tile Roof: _Decking _Insulation Ice & Water Framing Fireplace: Rough In _Air Test Final Insulation Meter Size: Final Exterior Alteration—Apartments Exterior Alteration—Commercial Exterior Alteration—Public Facility Siding Reroof Windows Fire Repair Demolish Building* _ Demolish Interior Demolish Foundation Retaining Wall *Demolition of entire building — give PCA handout to applicant u (spy) 70/5 MBG CSC, Sheetrock MCES System SAC Units City Water Booster Pump PRV Fire Sprinklers _ Final / C.O. Required Final / No C.O. Required Other: Pool: Footings Air/Gas Tests Final Siding: Stucco Lath _Stone Lath Brick Windows Retaining Wall Erosion Control Concrete Entrance Apron Final C/O Inspection: Schedule Fire Marshal to be present: Yes '// No Reviewed By: ekA-/fi , Building Inspector COMMERCIAL FEES Base Fee Surcharge Plan Review MCES SAC City SAC S&W Permit & Surcharge Treatment Plant Treatment Plant (Irrigation) Park Dedication Trail Dedication Water Quality //B . o,o 2 , xo 74. .70 Storm Sewer Trunk Sewer Trunk Water Trunk Street Lateral Street Water Lateral Other: Reviewed By: TOTAL: 147• ?V' , Planning Page2of3 City Etall o 3830 Pitot Knob Road Eagan MN 55122 Phone: (651) 675-5675 Fax: (651) 6754694 216"C MER Use BLUE or BLACK ink For Office Use Permit #: Permit Fee: c . - co Date Received;_ Staff: Please submit two (2) sets of plans with Date: 5-- S—*— Site Addres Tenant: / ta✓ �r [commercial applications. Suite Prope - Owner Name: ,t,�'(' �'l�ft; �` License #:�%' �- Corttractor •"' Address: ,.' City: State: Zip: 5''''`7 Phone: /,t, Type of Work COMMERCIAL X New Construction Modify Space %l X. Irrigation System (X yes / no) (7C RPZ / PV8) /'£� /G-4 + Rain sensors required on irrigation systems Permit Type . Avg. GPM/ - �7 '> (2" turbo required unless smaller size aHou!ed 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 Na Fushometers ,Yes _No ,C New Replacement Repair — Rebuild Modify Space COMMERCIAL FEES $60.00 Permit Fee Minimum $60.00 PVS/RPZ Permit (includes State Surcharge) Surcharge = Contract Value x $0.0005 If the project valuation is over $1 million, please call for Surcharge Contract Value $ ( x .01 tea( Following fees apply when installing a new lawn irrigationsystem Contact the City's Engineering Department, (651) 676-5646, for required fee amounts. Permit Fee Surcharge TOTAL FEE c9, 60 Water Permit Treatment Plant Water Supply & Storage 0 State Surcharge CALL BEFORE YOU DIG. Cali 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. x J rho. r• t ci Applicant's Printed Name FOR OFFICE USE Required inspections: Under Ground ;Rough -In . Air Test ;_ _Gas Test '•eter Related Items. Meter Size Radio Read Manometer /S6 Use BLUE or BLACK Ink 2016 SEWER AND WATER CONNECTION AND AVAILABILITY CHARGES EXISTING COMMERCIAL PROPERTY (if applicable) Date: Property Owner: Address: Phone Number: Plumber: Contact Name: Sewer Service wer lateral charge Sewer tr City SAC @ $110/um MCES SAC @ $2, /unit Receipt . Date: Permi -e, including State Surcharge TOTAL: Water Service Water lateral charge Water trunk Water supply storage Receipt #: , Date: Treatment Plant @ $862.50/unit Permit Fee, including State Surcharge 51fra $65.00 *Plumbing Permit Required — water meter to be acquired with building permit TOTA C9.S. Sewer Service Water Service Sewer lateral charge Water lateral charge er trunk Water City SAC M SAC Receipt # , Date Water supply & storage Receipt # , Date Treatment plant Permit Fee, including State Surcharge $129.00 *Plumbing Permit Required — water meter to be acquired with building permit TOTAL: Number of SAC units is determined by the Metropolitan Council Environmental Services (651) 602-1000. Sanitary Sewer Trunk Connection Charge applies if not charged sewer trunk by assessment in the past. 1-5 SAC units 1,915.50 per SAC unit r 6-10 SAC units 9,579.70 plus 445.00 per SAC unit over 5 11+ SAC units 11,980.60 plus 178.00 per SAC unit over 10 Permit #: Permit Fee: Date Received: Staff: J Cc: City of Eagan Finance Department Page 2 of 3 lJ� Peggy Fleck X6'._.,`3 From: Charlie Borash Sent: Thursday, May 05, 2016 10:43 AM To: Peggy Fleck Subject: FW: New Horizon Irrigation Attachments: Fwd: Eagan 1 talked to Nick Knaack. Yes that is correct I told him he needs to get with you for cost and payment and that he needs a 1" meter. Thanks Peggy From: Joe Barbeln[mailto:JBarbeln@bdplumbers.com] Sent: Tuesday, May 03, 2016 11:14 AM To: Charlie Borash Cc: Nick Knaack Subject: FW: New Horizon Irrigation Hi Charlie, see the attached email. I finally got the information for you to size the irrigation meter at the New Horizon Project. Please call Nick (612) 328-0323 about when he can come and pick it up. Thanks. Joe B&D From: Nick Knaack Sent: Monday, April 25, 2016 3:23 PM To: Joe Barbeln Subject: New Horizon Irrigation Joe, We need a print/GPM of the largest zone for the irrigation at New Horizon in order to get a meter from the city for the irrigation. You will need to send it to Charlie Borash. His Number is 651-675-5200. His Email is cborash@cityofeagan.com. Did you need a material list and hours for this also? Nick Knaack B&D Plumbing and Heating -A/C 763-497-2290 wk 612-328-0323 cell nknaack@bdplumbers.com 1 Minnesota Department of Human Services May 17, 2016 Zoning Administrator City of Eagan 3830 Pilot Knob Rd Eagan, MN 55122 A 1J Re: Zoning Notification of Application for Department of Human Services Program License License Number: 801667 This is to inform you that the Department of Human Services, Division of Licensing has an application for a program to be licensed under Minnesota Rules, parts 9503.0005 to 9503.0170 from New Horizon Academy, 4585 Erin Lane, Eagan, MN 55122 to provide day care for 158 children. Issuance of this license is subject to compliance with the provisions of Minnesota Statutes, Chapter 245A. If you do not contact the Division of Licensing within 30 days of receipt of this letter, we will consider this facility to be in compliance with your local zoning code. If you have questions regarding the facility or its location, please contact Chad Dunkley at 763-557-1111 or cdunkley@nhacademy.net. If you have any questions regarding this letter, contact Jen Ballinger at 651-431-4725 or fax information to (651) 431-7673. Sincerely, i',511(110„ GOOPt Donna Gainor, CC/ADC Unit Supervisor Licensing Division Office of Inspector General (651)431-6529 slp PO Box 64242 * Saint Paul, Minnesota * 55164-0242 * An Equal Opportunity Employer http://www.dhs.state.mn.us/licensing Dale Schoeppner From: Bjorklund, Gary (DLI) <Gary.Bjorklund@state.mn.us> Sent: Friday, May 20, 2016 10:39 AM To: 'lisa.mellen@us.schindler.com'; Dale Schoeppner; DLI.EIevator.ETrakit Subject: Final Approval for Permit Work at 4585 Erin Ln, EAGAN SCHINDLER ELEVATOR CORPORATION: The ELV INSTALL permit work has been completed and approved for the following project: Permit Number: ELV1602-00223 Project Name: Ne - , ' • • ; .dem Site Locatio 4585 Erin Ln, EAGAN The Department of Labor and Industry is required to inspect and provide approvals on elevator related devices prior to allowing them to be placed into service. An Inspector from the Elevator Safety Section recently performed an inspection of the work performed under the permit listed at the site above.The new installation is in compliance with the Department rules for elevators. NOTE: Compliance with Minnesota Rules and the ANSI/ASME A17.1, Safety Code for Elevators and Escalators does not necessarily assure compliance with the Americans With Disabilities Act of 1990. CONSTRUCTION CODES & LICENSING DIVISION Elevator Section X13317' IMattson Basset Creek Business Center action 901 North 3rd Street, #100 VI II Young Minneapolis, MN 55401 structural 612-827-7825 voice engineers 612-827-0805 fax FIELD OBSERVATION REPORT Project: New Horizon Academy 4585 Erin Lane Eagan, MN 55122 Project #: 15456 Date/Time: 12/08/15 10:30 a.m. Weather: 45, Cloudy Contacted on Site: William Beckfeld Jr. /Site Superintendent/Vanguard Construction Items Observed: Most of the exterior footings have been poured. A couple large interior pad footings and elevator pit footings were formed. The pads were formed with the correct reinforcement and appeared to be correct in size and nature. Exterior and stoop concrete walls were formed with the correct reinforcement. Vertical, horizontal, corner bars and dowels were in place. Some of the exterior concrete piers were formed properly too. Items discussed: I talked with Bill prior to my site visit and he didn't have any questions or concerns. Report Submitted by: 040.-- Copies to: Peter Hilger/ Rylaur LLC h7. L i JM4' F ,.. , ..E i. fir, +a, '; tee: "`"'�""'* ,. Pr'14 -114iNet• tot ny W.4'.: T II -- Y i1100 'LI�'L' a.: Y X .-'°'^`rte.. `S.- ; ,z w. r y . Y.: 1 x '` - t�; gg TY, m y� '.„,' .... e f w, : ,., r .�* " A i' c � � ,. , .i � �..�«. 7 7 p d • S ifil 41, "x I - fi/ 144- 2t,,0 x:::4,,v > 'A ,4'06+4.:' 44. :' s ... ... -"^... .ir", a. T�i:+s.:.r h .. .. ' � �',nx3 t x.� 4e.' 4 R n. ,y ` �a '; .r. .rte. N a�, • • • k�<R� t Y.y • M +' 4 x3" Maw.A, #� F • • / I A'� - M1'4g'.. • R '1 •4` Pfi" I iiii 4 '44 -' y � 1 ', l £, gar, x .. 4\ . ••••... .. z ' - . • A 4‘p.,,...„.-* -..'-'.i.0...:. . ,t. • .... . l Yrµ _ '� F ' Y35G"' h • s ; k ., . • a to. _t M _• -_ • • k''dry ?fit ' • •-••••::•,',%.•,..;:•:'',:••• :k-i;4. it.. - 1L .° #e. k t` !' � .d.7ln _ r � • •. ..i'. ..ry :.., �x,�.�'�` ..ter. 6� • __ ,a..:' lick . • • ~, • -_._. *•,-.� • • Structural Testing and Special Inspection Statement of Special Inspections Project Name: New Horizon Academy-Eagan Location: 4585 Erin Lane,Eagan,MN 55122 Owner: New Horizon Academy This Statement of Special Inspections is submitted as a condition for permit issuance in accordance with the Special Inspection and Structural Testing requirements of the 2012 International Building Code as adopted by the current Minnesota State Building Code, It includes a schedule of Special Inspection services applicable to this project and the identity of agencies to be retained for conducting those inspections and tests, This Statement of SpecialInspections encompasses the following disciplines: ./ Structural Eft Architectural ❑ Other: The Special Inspector shall keep records of all inspections and shall furnish inspection reports to the Building Official,the Architect,and Structural Engineer of Record. Discrepancies shall be brought to the immediate attention of the Contractor for correction, If such discrepancies are not corrected,the discrepancies shall be brought to the attention of the Building Official,the Architect,and SER, The Special Inspection program does not relieve the Contractor of his or her responsibilities, Interim reports shall be submitted to the Building Official,the Architect,and SER. A Final Report of Special Inspections documenting completion of all required Special Inspections,testing and correction of any discrepancies noted in the inspections shall be submitted prior to issuance of a Certificate of Use and Occupancy. ACKNOWLEDGEMENTS Each appropria9„repr, entative shall sign below: c .Owner: }` ''" Firm: Now Horizon Academy Date: I o m- Contractor: : • �� Firm: Vanguard Construction Date: Architect: op, f,1 Firm: Rylaur,LLC Date: .-,� y 10/21/15 SER: Firm:Mattson Macdonald Young,Inc Date: 10/21/15 SI-S: ' Firm: TRrrc L c a N Date: t o (LLI t'S" SI-T: ,i~ Firm: .0 1'ra c ur Date: 4 (2Z-C i r TA: 4 .Firm: ( C"Vt.c N Date: i 4)122.11 F: Firm: Date: If requested by engineer/architect of record or building official,the individual names of all prospective special inspectors and the work they intend to observe shall be Identified. Legend: SER=Structural Engineer of Record SI-T=Special Inspector-Technical TA=Testing Agency SI-S=Special Inspector-Structural F=Fabricator Accepted for the Building Department by 7 "�`" Date Page 1 of 2 Building Envelope Compliance Documentation Part I, Page 1 Project Name: New Horizons Academy-Eagan,MN Project Address: 3585 Erin Way,Eagan,MN Date:10/15/15 Designer of Record: Peter Hilger Email: philger@rylaur.com Telephone: 612-868-3636 Contact Person: Peter Hilger Email: philger@rylaur.com Telephone: 612-868-3636 City: North Oaks,MN Climate Zone: 6A Criteria Table: Mandatory Provisions Checklist Insulation(5.4.1) O Insulation Materials are installed in accordance with manufacturer's recommendations and in such a manner as to achieve rated R-value of insulation t? Exception:for metal building roofs or metal building walls. O Loose-fill insulation is not used in attic roof spaces when the slope of the ceiling is more than three in twelve. U Attic eave vents have baffling to deflect the incoming air above the surface of the insulation. • Insulation is installed in a permanent manner in substantial contact with the inside surface. O Batt insulation installed in floor cavities is supported in a permanent manner by supports no greater than 24 in.o.c. Lighting fixtures,HVAC,and other equipment are not be recessed in ceilings in such a manner to affect the insulation thickness unless. Exceptions: 0 The recessed area is less than 1%. XThe entire roof,wall,or floor is covered with insulation to the full depth required. 0 The effects of reduced insulation are included in calculations using an area weighted averages. .7•1 Roof insulation is not installed over suspended ceiling with removable ceiling panels. 121 Exterior insulation is covered with a protective material to prevent damage. Insulation is protected in attics and mechanical rooms where access is needed. U Foundation vents do not interfere with the insulation. • Insulation materials in ground contact have a water absorption rate no greater than 0.3%. Fenestration and Doors(5.4.2) • U-factors are determined in accordance with NFRC 100.U-factors for skylights shall be determined for a slope of 201=labove the horizontal. Exceptions: U-factors are taken from A.8.1 for skylights. U-factors are taken from A.8.2 other fenestration products. U-factors are taken from A.7 for opaque doors. U-factors are derived from DASMA 105 for garage doors. • Solar heat gain coefficient(SHGC)is determined in accordance with NFRC 200. Exceptions: SHGC is determined by multiplying the shading coefficient(SC)by 0.86.Shading coefficient is determined using a spectral data file determined in accordance with NFRC 300. SHGC for the center of glass is used.SHGC is determined using a spectral data file determined in accordance with NFRC 300. SHGC is taken from Section A8.1 for skylights. SHGC is taken from Section A8.2 for vertical fenestration. • Visible light transmittance is determined in accordance with NFRC 200. ANSI/ASHRAE/IES Standard 90.1-2010 Building Envelope Compliance Documentation Part I, Page 2 Air Leakage(5.4.3) ElThe building envelope has a continuous air barrier meeting the requirements of 5.4.3.1. NIAir leakage through fenestration and doors meets the requirements of 5.4.3.2. Exceptions: Field fabricated fenestration and doors. t? Metal coiling doors in semiheated spaces in climate zones 1 through 6. Cargo doors and loading dock doors are equipped with weatherseals in climates zones 4 through 8(5.4.3.3). ❑ Entrance doors have vestibules(5.4.3.4). Exceptions: r? Building has revolving doors XDoors not intended as building entrance r? Doors open from dwelling unit(s) r 0 Climate zone 1 or 2 0 Building in climate zone 3 less than four stories and smaller than 10,000 ft2(930 m2) f? Buildings entrances in buildings less than 1,000 ft2(90 m2)in climate zones 4,5,6,7,and 8 XDoors opening from spaces smaller than 3,000 ft2(280 m2)that is separate from a building entrance IMIONMENINSWIE ANSI/ASHRAE/IES Standard 90.1-2010 Building Envelope Compliance Documentation Part II, Page 1 Project Name: New Horizons Academy-Eagan,MN Contact Person: Peter Hilger Email: philger@rylaur.com Telephone: 612-868-3636 Space Category 5.5.4.4.1 Exceptions Window-Wall Ratio Skylight-Roof Ratio IRNonresidential Permanent Projections Gross Well Area(ft2 or ma): 10925 Gross Roo#Area(ft2): 6530 Window Area(ft2 or m2): 2650 Skylight Area: ❑ Residential Street Level Windows Window-Wall Ratio: 1:3 Skylight-Roof Ratio ❑ Semiheated South Fenestration Area(ft) 546 Space require minimum East Fenestration Area(ft2) 318 skylight area? West Fenestration Area(ft2) 600 Opaque Surfaces Class(Pick one) ¢ Pick Pick �` Roof MfWall Floor Slap.,, Door ''.41..." one Description/ t Proposed Criteria Surface = Name 1 L w w` Insulation Insulation Area O O w R-Value, R-Value, (ft2 or m2) a, -0a, 18' ,' a rn o °' U-Factor, U-Factor, (optional) v E rn ¢ c k C-Factor or C-Factor or .5- m E N m '0 rn 2 x O ; F-Factor F-Factor 2,.ce' co LL u. 9 0 LL m v 3 c m .±- co -O' �$ 442 y -Oco a) 0 N :N: O) cn N 7 gr to N "y— N N O O Qy co 4? O . '3 O ., I _,ma22 m2in ' u) ziar Q N< OX Wall 000*000000000000 00 00 0 .04 .051 10425 Roof 00'O O O O 0 O O O O 0 O O 0.0 OO .035 .048 6500 Overhang 0000000000460000 00 00 .030 .033 1750 00000000000000 .,.:5,/,.,,,,, 00 000000000000000 0:0500 (' oo 0000000000000 0Qx00 ,, 0000000000000;00 n 100 0000000000000 X00 OOOOOOOOOOO0000 00 00 d 9 .' 0 00 .x. 000 '00000000 00 v 00 r C)(3(30000000000004-0:00 61 00000000000)000 00 000 0(30,000000000000 w 0 .00 44, w. 000000000000'000 :00 00 0000000 000o000 9 0 00 00 0000000000 0000 OOI 000000000000000 0 OO'�}` ().0000000000Q.000tJ00 000000040000000 00` 00 000000000000000 00 0 00 40 500000000000 0 00 Q 00C)000000000o00 00'00 L ANSI/ASHRAE/IES Standard 90.1-2010 Building Envelope Compliance Documentation Part II, Page 2 Project Name: New Horizons Academy-Eagan,MN Contact Person: Peter Hilger Email: philger@rylaur.com Telephone: 612-868-3636 Fenestration Frame Class(Pick one) Proposed Fenestration Criteria Description/ c Name Z f6 2 o w g 0 a) o CO m U _M 'CB aa) 0 U m ami 0 d c0 o Q 10 c0 m S U E 2 a)S . s a U rn co a) o u) 0 cc a 0 0 o c a (a 7 c — - - _ a) X N N C O C V ) i N N N .V. .... ...� - L L - ° S�V C CCO a)) f� .2 S•U c @ y6 >. >. •=c>3), Q-. CO ll N N •O m = as LL a) a) Z 2 2 2 Co con CYO Z < < D cnU 0 LL 0 < 0 D c°nU Glazing 0 0 0 co ` 0 0 0 0 0 650 0.22 0.32 0 .55 .4 Curtain Wall Glazing 0 '® 0 0 0 0 0 0 0 800 0.22 0.32 0 0.32 .45 .4 Doors 0 0 ® 0 0 0 0 0 0 150 0.70 0.60 0 0.70 O 0 0 0 0 0 0 0 0 0 O 0 0 0 0 0 0 0 0 0 O '0 0 0 0 0 0 0 0 0 O 0 0 0 0 0 0 0 0 0 O 0 0 0 0 0 0 0 0 0 O 0 0 0 0 0 0 0 0 ' 0 O 0 0 0 0 0 0 0 0 0 O 0 0 0 0 0 0 0 0_ 0 O 0 0 0 0 0 0 0 0 0 O 0 0 0 0 0 0 0 0 0 O 0 0 0 0 0 0 0 0 0 O 0 0 0 0 0 0 0__ 0 0 O 0 0 0 0 0 0 0 0 0 O 0 0 0 0 0 0 0 0 0 O 0 0 0 0 0 0 0 0 0 O 0 0 0 0 0 0 0 0 0 O 0 0 0 0 0 0 0 0 0 O 0 0 0 0 0 0 0 0 0 O 0 0 0 0 0 0 0 0 0 O 0 0 0 ` 0 0 0 0 0 ❑ 0 0 0 0 ' 0 0 0 0 0: 0 O 0 0 0, 0 0 0 0 0 0 O `0 0 0 0 0 0 0 0 0 O 0 0 0 0 0 0 0 0 ' 0 ANSI/ASHRAE/IES Standard 90.1-2010 HVAC Prescriptive Requirements Part III, Page 1 Project Name: New Horizons Academy-Eagan,MN Contact Person: Tom Anderson-Hallberg Engineering Telephone: 651-748-4383 Prescriptive Checklist Prescriptive Air-System Requirements ❑ Hydronic heat pump systems and water ❑ Radiant heating systems comply with XAll systems comply with simultaneous cooled AC units comply with the 6.5.8 requirements of 6.5.4.4. heating and cooling limitations ❑ Heat recovery for service water (6.5.2). ❑ Chilled and condenser water piping heating is provided for facilities that Prescriptive Hydronic System systems are sized in compliance with operate continuously,have a total Requirements 6.5.4.5 water-cooled heat rejection capacity exceeding 6,000,000 Btu/h(1,758 ❑ Hydronic systems meet the variable Prescriptive Special System Requirements kW),and have a design service water flow requirements of 6.5.4.1 heating load exceeding 1,000,000 ❑ Heat rejection systems comply with Btu/h(293 kW).The heat recovery ❑ Chillers and boilers in parallel have section 6.5.5 system(if any)complies with 6.5.6.2. isolation controls per 6.5.4.2 ❑ Kitchen exhaust comply systems Y P Y with ❑ The cooling equipment with hot-gas 6.5.7.1 bypass controls(if any)meets the ❑ Chilled and hot water systems meet unloading requirements of 6.5.9. the temperature reset requirements ❑ Laboratory exhaust systems comply with of 6.5.4.3 6.5.7.2 A ATOT/AOTT, AT, /TTP Oma_._1_.._1 nn 9 rinln HVAC Prescriptive Requirements Part III, Page 2 Project Name: New Horizons Academy-Eagan,MN Contact Person: Tom Anderson-Hallberg Engineering Telephone: 651-748-4383 Systems Worksheet(6.5) System Tag RTU-1 RTU-2 SS-1,2 Supply CFM 5450 5450 560 Cooling Capacity 178 MBH 176 MBH 24 MBH Heating Capacity 284 MBH 284 MBH 0 OA CFM(i.e.Outdoor Air CFM) 1950 1550 0 Economizer(6.5.1) Cl Cl N1 Dehumidification(6.5.2.3) Cl Cl N1 Humidification(6.5.2.4) Cl C1 N1 VAV Fan Control(6.5.3.2.1) C1 C1 N1 VAV Fan Static Pressure Control(6.5.3.2.2 and 6.5.3.2.3) C1 Cl N1 Multiple Zone VAV System Ventilation Control(6.5.3.3) C1 Cl N1 Supply air temperature reset control(6.5.3.4) C1 C1 N1 Cl Exhaust air energy recovery(6.5.6.1) N1 N1 N1 N1 In the table above,enter the appropriate • N5 N/A system meets exception d to Supply air temperature reset control codes from this list: 6.5.2.3 (6.5.3.4) 6.5.1 • N6 N/A system meets exception e to • Cl System employs supply air Economizer ( ) 6.5.2.3 temperature reset per 6.5.3.4 • Cl System employs air-economizer • N7 N/A system meets exception f to • N1 N/A system serves a single zone and complying with 6.5.1.1, 6.5.1.3 and 6.5.2.3 complies with 6.4.3.10 6.5.1.4 • N2 N/A system is located in climate zone • C2 System employs water economizer Humidification(6.5.2.4) la,2a or 3a complying with 6.5.1.2, 6.5.1.3 and • CI System humidifies to a dew point< • N3 N/A system has no re-heating,re- 6.5.1.4 35F cooling or mixing of heated and cooled • N1 N/A size exception from Table 6.5.IA • C2 System humidifies and does not supply air or 6.5.18 have an economizer • N4 N/A system has>75%of the energy • N2 N/A non-particulate air treatment per • C3 System humidifies has a water-side for reheat from site recovered or site 6.2.1 of Standard 62.1 economizer solar energy sources • N3 N/A per exception c to 6.5.1 • N1 N/A system does not have a • N4 N/A system employs heat recovery humidifier controls Exhaust air energy recovery(6.5.6.1) complying with 6.5.6.2 VAV Fan Control(6.5.3.2.1) • Cl System employs an exhaust air system serves residential • energy recovery device that exceeds • Y Cl System has a variable speed drive 50%energy recover effectiveness spaces with a system capacity less than • C2 System has a vane-axial fan with • N1 N/A system is exempt per Table 5 times that in Table 6.5.1A variable pitch blades 6.5.6.1 • N6 N/A per exception f to 6.5.1 • C3 System uses a control that complies • N2 N/A system serves a laboratory • N7 N/A system expected to operate with 6.5.3.2.1 c. meeting 6.5.7.2 <20 hrs/wk • N1 N/A system is constant volume • N3 N/A system is heating only and the • N8 N/A system serves space with open • N2 N/A system serves a single zone and spaces are heated to<60F refrigerated casework systems complies with 6.4.3.10 • N4 N/A exhaust is toxic,flammable or • N9 N/A cooling efficiency exceeds the corrosive requirements of Table 6.3.2 VAV Fan Static Pressure Control(6.5.3.2.2 • N5 N/A system serves an area with and 6.5.3.2.3) • N10 N/A serves computer rooms and commercial kitchen hoods Cl• Static pressure setpoint is<1/3 of meets exception j to 6.5.1 • N6 N/A>60%of the heating energy is the fan design static • N11 N/A serves computer rooms and from site-recovered or site-solar energy •meets exception k to 6.5.1 C2 Static pressure setp.5.3.2.3nt is reset by • N7 N/A system meets exception f to zone demand per 6.5.3.2.3. 6.5.6.1 Dehumidification(6.5.2.3) • N1 N/A system is constant volume • N8 N/A system meets exception g to • Cl System dehumidifies without • N2 N/A system serves a single zone and 6.5.6.1 employing reheating or recooling complies with 6.4.3.10 • N9 N/A system meets exception h to • N1 N/A system does not have Multiple Zone VAV System Ventilation 6.5.6.1 humidistatic controls Control(6.5.3.3) • N10 N/A system meets exception i to • N2 N/A system meets exception a to • Cl System complies with 6.5.3.3 6.5.6.1 6.5.2.3 • N1 N/A system is constant volume • N11 N/A system meets exception j to • N3 N/A system meets exception b to • N2 N/A system serves a single zone and 6.5.6.1 6.5.2.3 complies with 6.4.3.10 • N4 N/A system meets exception c to • N3 N/A system is does not have DDC to 6.5.2.3 the zone ANSI/ASHRAE/IES Standard 90.1-2010 HVAC Prescriptive Requirements Part III, Page 3 Option 1 -Nameplate Horsepower Installed Nameplate Horsepower Allowed Nameplate Horsepower a : 3 Design Supply Airflow Rate(CFMs) 10900 LL a oo Fan Nameplate Horsepower Allowance from a 2 s E E Table 6.5.3.1.1A 16.35 Tag Description in z w in O co z Total Allowed Nameplate Horsepower 16.00 RTU-1 ROOFTOP 0 0 0 0 5.0/3.0 RTU-2 ROOFTOP 0 0 0 0 0 5.0/3.0 O 0 0 0 0 SS-1,2 MINI SPLIT 0 0 0 0 0 NEG O 0 0 0 0 I Option 2-Brake Horsepower Allowed Fan Brake Horsepower Pressure Drop Adjustments for Qualifying Devices Design Supply Airflow Rate(CFMs) Pressure Additional Drop from CFM Brake Fan Brake Horsepower Allowance from Table Table through Horsepower 6.5.3.1.1A Tag Device Description 6.5.3.1.1B Device Allowance Base Allowance(Line1 x Line 2) Additional Brake Horsepower Allowance Total Allowed Brake Horsepower Installed Brake Horsepower at) 0 to d a a D r N N y a Y y TagDescription 3 a) x CD r m o o P cn w w (n O CFM a p rlFan nDnve nMotor CO 2 O 0 0 0 0 O 0 0 0 0 O 0 0 0 0 O 0 0 0 0 O 0 0 0 0 ANSI/ASHRAE/IES Standard 90.1-2010 Service Water Heating Compliance Documentation Project Name:New Horizons Academy-Eagan,MN Project Address: 4585 Erin Way,Eagan,Minnesota Date:10/15/15 Designer of Record: Tom Anderson Email:tanderson@hallbergengine Telephone:651-748-4383 Contact Person: Tom Anderson Email:tanderson@hallbergengine Telephone:651-748-4383 City: White Bear Lake,MN Mandatory Provisions Checklist Load calculations have been provided for sizing of systems and equipment(7.4.1). Equipment efficiencies meet or exceed the requirements of Table 7.8(7.4.2). X Circulating systems are fully insulated(per Table 6.8.3)and have automatic pump controls(7.4.3 and 7.4.4.2). ❑ Non-circulating systems have insulated heat traps and outlet piping insulated(per Table 6.8.3)for 8 ft(2.44 m)from the storage tank(7.4.6). ❑ Tanks with remote heaters have circulation pump controls(7.4.4A). /31 All water heating systems have temperature controls that are adjustable down to 120°F(48.9°C)or lower(7.4.4.1). ❑ Systems designed with pipe heating systems such as heat trace have temperature or time controls(7.4.4.2). 131 Public lavatories have outlet temperature controls that limit the discharge temperature to 110°F(43.3°C)(7.4.4.3). ❑ Pool heaters have readily accessible controls and gas-fired heaters do not have standing pilot lights(7.4.5.1). ❑ Heated swimming pools have vapor retardant covers(7.4.5.2). ❑ Pool heaters and circulation pumps have time switches(7.4.5.3) Equipment Efficiency Worksheet(7.4.1) Sub-Category or Energy Factor or Et Standby Loss Equipment Type Rating Condition Input Rating Volume System Tag (From Table 7.8) (From Table 7.8) (Btu/h or kW) (gal or I) Rated>_Required Specified 5 Nameplate GWH-1 Gas Storage Wat <4000(btuh/gal) 199,900 100 ,c17 >_ , C3 P gap 5 9760, Z 5 > 5 r' Combination Space and Water Heating Worksheet(7.5.1) or Energy Use Exception Standby Loss Method (attach calculations) or Size Exception System Tag Equipment 5 Requirement Equipment<Requirement Equipment<Requirement <150,000 Btu/h 5 (44 kW) 5, < <150,000 Btu/h (44 kW) <150,000 Btu/h' (44 kW) <150,000 Btu/h (44 kW) ANSI/ASHRAE/IES Standard 90.1-2010 Lighting Compliance Documentation Page 1 Project Name:New Horizon Academy Project Address:4585 Erin Lane Date:October 15,2015 Designer of Record:Hallberg Engineering Email: Telephone:651-748-1100 Contact Person:Dave Quigley Email:dquigley@hallbergengineering.c Telephone:651-748-4346 City:Eagan Exterior Lighting Zone: Mandatory Provisions Checklist ❑ Lighting Control(9.4.1) aAutomatic lighting shutoff controls are provided based on either a scheduling device or an occupant sensor(9.4.1.1) taEach enclosed space has its own control including bilevel or occupancy based where required(9.4.1.2) ❑ Controls for parking garages,including bilevel,transition and perimeter control as required(9.4.1.3) 121 Automatic daylighting controls for primary sidelighted areas(9.4.1.4) ❑ Automatic daylighting controls for toplighting(9.4.1.5) ❑ Additional controls for display/accent,case,guest room,task,nonvisual and demonstration lighting applications(9.4.1.6) igExterior lighting controls including automatic shutoff and bilevel as required(9.4.1.7) XExit signs do not exceed 5 W per face(9.4.2) XExterior lighting power(9.4.3)—See worksheet U Functional testing completed on specified controls(9.4.4) Interior Lighting Power Allowance(Building Area Method—9.5) Lighting Lighting Power Building Power Building Density,W/ft2 Area, Allowance ID Building Type(9.5.1) (W/m2) ft2(m2) (W) School/University 0.99 11928 11808 Total ( 11808A Interior Lighting Power Allowance(Space-by-Space Method—9.6) Lighting Lighting Power Room Space Power Space Density, Cavity Area, Allowance ID Building Type/Space Type(9.6.1) W/ft2(W/m2) Ratio ft2(m2) (W) Subtotal Controls Allowance(9.6.2c) Total ANSI/ASHRAE/IES Standard 90.1-2010 Lighting Compliance Documentation Page 2 Project Name:New Horizon Academy Contact Person:Dave Quigley Email:dquigley@hallbergengineeI Telephone:651-748-4346 Interior Connected Lighting Power Type .. ! 1(() a� c m Luminaire Description I �� j (including number of lamps per fixture,watts per lamp, m c� o a� r Number of Watts( Total ID type of ballast,type of fixture) " LI = O Luminaires Luminaire Watts A 2 X 4 RECESSED LED TROFFER 01 0 e0 Q ' ® 129 46 5934 B RECESSED LED DOWNLIGHT ; 0 0„Of ® 2 25 50 C SUSPENDED LINEAR LED 8' -Q 0 ,,0 1 ® 1 74 74 F SURFACE WALL MOUNT FLUORESCENT 4' 0:*O 0 0 3 59 177 H SURFACE LED DOWNLIGHT Q' :',0 ' ® 3 17 51 J WALL SCONCE LED 4r 0 r;0 ' ® 5 14 70 K SURFACE FLUORESCENT STRIP 4' Q ® Q w Q 2 59 118 000 ' Q ." Q�QQ Total 6474 Additional Interior Lighting Power Allowance—Control Credits Space Control Type Control Factor Installed Watts Additional ID Space Name (Table 9.6.2) (Table 9.6.2) (W) Allowance(W) Total Additional Interior Lighting Power Allowance-Decorative and Display Type rn Unit Allowance, Lumin- Installed Space &it- Area, W/ft2 Allowance aire Power ID Space Name p'"'; o ft2(m2) (W/m2) (W) ID's (W) ,' 0 Q - �, i0A 0 Of Q 0 - Q ,2 Q Q ANSI/ASHRAE/IES Standard 90.1-2010 Lighting Compliance Documentation Page 3 Project Name:New Horizon Academy Contact Person:Dave Quigley Email:dquigley@hallbergenginE Telephone:651-748-4346 Additional Interior Connected Lighting Power Type Luminaire Description to (including number of `, m _:; lamps per fixture,watts j Space Luminaire per lamp,type of ballast ,� y ' . Number of Watts/ Total ID ID type of fixture) L.T. O Luminaires Luminaire Watts O O 0 C'frO OO 0` 0 . O • 0. Oe'4 O o 0 O O 4k 0 0 0 O 0_ b• $ O O O .3 O 0 0 ` O 0 0 :• 0 0 0.' 0 • 0 0 0 ANSI/ASHRAE/IES Standard 90.1-2010 Lighting Compliance Documentation Page 4 Exterior Building Lighting Power Allowance (Tradable Lighting Applications) Tradable Area or Length, Power Application Allowance ft2 or ft(m2 or m) Allowance SURFACE MOUNT EXT DOOR LIGHTS 20W/LIN FT OF DOOR WIDTH (6)X 20W X 3FT 360 CANOPY PARKING LIGHTS .06W/SQ.FT. 1400 SQ.FT.X.06W 84 OPEN PARKING LOT LIGHTING .06W/SQ.FT 10250 SQ.FT.X.06W 615 Tradable Power Allowance ( 1059 Exterior Building Lighting Power Allowance(Non-Tradable Lighting Applications) Non-Tradable Area or Length or Power ID Application Allowance per Unit Quantity Allowance Non-Tradable Power Allowance Exterior Connected Lighting Power(Tradable Applications) Luminaire Description(including number of lamps per fixture,watts per lamp, Number of Watts/ Total ID type of ballast,type of fixture) Luminaires Luminaire Watts Z SURFACE WALL PACK LED 6 15 90 Y RECESSED DOWNLIGHT CANOPY LIGHT LED 8 28 224 OPEN PARKING LOT POLE MOUNT LED 4 90 360 Total ( 674 Exterior Connected Lighting Power(Non-Tradable Applications) Luminaire Description(including number of lamps per fixture,watts per Number of Watts/ Total ID Non-Tradable Application lamp,type of ballast,type of fixture) Luminaires Luminaire Watts Total Exterior Lighting Compliance Test Tradable Power Tradable Allowance(Watts) Base site allowance Connected Lighting Power(Watts) 1059 + 600 >_ 674 Non-Tradable Non-Tradable Power Non-Tradable Application Allowance(Watts) Connected Lighting Power(Watts) Allocated base site allowance Unallocated base site allowance ANSI/ASHRAE/IES Standard 90.1-2010 Mike Lence From: A. Peter Hilger <philger@rylaur.com> Sent: Wednesday, November 25, 2015 6:05 PM To: Mike Lence Cc: Craig Novaczyk; 'Jason Hennagir; 'Shari Ahrens'; 'Michael Dvoracek'; nbeckfeld@vanguardconst.com; 'Alan Ruth';wbeckfeld@vanguardconst.com Subject: RE: New Horizon review Mike,thanks for your review. Jason, can you please forward the Emergency Response Plan as directed below and attend to the items 2,3,4. Shari, please coordinate with John Gorder(though I thought this has already been accomplished). Michael Dvorak-take note of items 4 and 5. Happy Thanksgiving one and all. A. Peter Hilger,AIA Principal Rylaur, LLC (612) 868-3636 philger@rylaur.com create. . .sol ve. . .advise From: Mike Lence [mailto:MLence@cityofeagan.com] Sent: Wednesday, November 25, 2015 1:11 PM To: wbeckfeld@vanguardconst.com Cc: Craig Novaczyk; A. Peter Hilger(philger©rylaur.com) Subject: New Horizon review Bill, I have completed the review for the above foundation portion of the project. Please provide a response to the following items. Y Please send a PDF of detail 3/A001 ( Emergency Response Site Plan )to Erik Slettedahl via eslettedahl@cityofeagan.com Toilet paper dispensers location in the 2015 Minnesota Accessibility Code is now confined to an area 24 inches minimum to 42 inches maximum from the rear wall. Common use area (staff breakroom) shall have the sink 34 inches maximum above finished floor. di! Provide address numbers near the top of the building 18 Inches in height,facing Erin Lane. Z Separate sign permits are required. Contact Mary Granley at 651-675-5690 or email mgranlev@citvofeagan.com le Also,there is a hold on issuing the building permit from the Engineering Dept.They are waiting on more information,John Gorder is the contact for this, 651-675-5645. Please contact me with any questions. Sincerely, Mike Lence 1 Mike Lence From: Nicky Beckfeld <nbeckfeld@vanguardconst.com> Sent: Friday, December 04, 2015 11:12 AM To: Mike Lence; Schmid,Andrew T Subject: FW: NHA Eagan -wet-set footing dowels I was asked by Bill Jr.to forward on this email from the structural engineer on record for this project indicating that the vertical rebar/dowels is acceptable. Please let me know if either of you need any further information on it. Thanks! Nicky From:Shannon Pierce [mailto:ShannonP@mattsonmacdonald.com] Sent: Friday, December 4, 2015 10:05 AM To: Nicky Beckfeld <nbeckfeld@vanguardconst.com> Cc: Bill Beckfeld Jr.<billir@vanguardconst.com>; Dave Hoepner<DaveH@mattsonmacdonald.com> Subject: NHA Eagan-wet-set footing dowels Nicky, I just got off of the phone with Bill Jr. He said that the footing contractor would like to wet-set the vertical rebar/dowels. This is acceptable to us. I reminded Bill that the bars will need proper spacing,embedment, lap length,etc,even at the pier locations. Have a great weekend! Shannon W. Pierce Mattson Macdonald Young, Inc. Structural Engineers 901 Third Street North,Suite 100 Minneapolis, MN 55401 direct:612-843-6126 office:612-827-7825 1 __ _ Use BLUE or BLACK Ink ? ' Q• r Eaaafl aFor Office Use --- Cit of Permit#:Permit Fee: 3830 Pilot Knob Road Eagan MN 55122 RECEIVED Date Received: — S Phone: (651) 675-5675 Fax: (651) 675-5694 NOV 1 s 1015 Staff: 2015 COMMERCIAL BUILDING ,`/�PERMIT �APPLICATION Date: Site Address: q f5e5 eia i (_l f 1 . Tenant Name: ,L (J'ce! zo,.r 4 L J(,/ C./Tenant is: tilgill Existing) Suite#: "�, I ��R p Former Tenant: / j Name:k[ ` ,( `1" C---t «( Phone:76 3` 3 3 - Loa2f (f Property Owner 321-05- L,i/\. ffE, 1 6 cgr7y/iici 5 Applicant is: .Owner A Contract) Description of work: /jcL� ,Qp r V(-5- Type of Work �� Construction Cost: J - 2 //let/LL/tr ,/Name: ti !�C rU/1-4t1--10 & 3f72Me#: Contractor Address',c 35? _ e /- �� City: S( 4-0 L oi - rer( / b State: IV (• Zip:;65. I 1-4 Phone: 7:6 I `'T err' 5-Ds Contact ( ) ( Email:& e�I -e_1(._.c_. &1 G5atrd c.c isr Name: L U� L_L� Registration� Re istration#: Architect/Engineer ' Address: (4 Pke rtSc-i v(4- L c el-e..... City: IL,4L3ci k-s Stater Zip: `>5 Q -7 PhoneL1 S(air 36 3(0 Contact Person:cF ,' i2 Email:FY t I'' e / C-1 t Licensed plumber installing new sewer/water serviceOt2V ( ..o, cS Phone#.2_‘e3 `I- " 414 ®[ 74- NOTE:Plans and supporting documents that you submit are considered to be public information. Portions of the informationmay be classified as non-public if you provide specific reasons that would permit the City to? conclude that they are trade secrets. CALL BEFORE YOU DIG. Call Gopher State One Call at(651)454-0002 for protection against underground utility damage. Call 48 hours before you intend to dig to receive locates of underground utilities. if ..o.herstateonecall.or. I hereby acknowledge that this information is complete and accurate; that th ;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 :pplication f. .ermit, and work is not to start without a permit;that the work will be in cordance with the approved plan in the case of wor hi req res a review and approval of plans. x`B r I( ('c1 Applicant's Printed Name Ap'ant's S gnature Page 1 of 3 r DO NOT WRITE BELOW THIS LINE ` SUB TYPES Foundation _ Public Facility _ Exterior Alteration-Apartments _✓Commercial/Industrial _ Accessory Building _ Exterior Alteration-Commercial Apartments _ Greenhouse/Tent _ Exterior Alteration-Public Facility Miscellaneous Antennae WORK TYPES +✓ New _ Interior Improvement Siding :,, _ Demolish Building* Addition _ Exterior Improvement Reroof _ Demolish Interior Alteration _ Repair Windows _ Demolish Foundation Replace _ Water Damage Fire Repair Retaining Wall Salon Owner Change *Demolition of entire building-give PCA handout to applicant DESCRIPTION ®d .// Valuation /,„204,OW Occupancy `t1 S--.Z MCES System ycy Plan Review Y- Code Edition acts-41S8C SAC Units Q Co Fro- ` e� 1.47/-f F�efi- . (25%_100%_) Zoning City Water „�; - Census Code Stories Booster Pump #of Units Square Feet PRV #of Buildings Length Fire Sprinklers Type of Construction Width REQUIRED INSPECTIONS Footings(New Building) Sheetrock Footings(Deck) V.Final/C.O. Required Footings(Addition) Final/No C.O.Required Foundation Other: Drain Tile Pool: Footings _Air/Gas Tests _Final V Roof:_Decking /Insulation trice&Water _Final Siding: Stucco Lath Stone Lath _Brick A/ Framing Windows Fireplace:_Rough In Air Test _Final Retaining Wall V Insulation Erosion Control Meter Size: Concrete Entrance Apron Final C/O Inspection: Schedule Fire Marshal to be present: /Yes No Reviewed By: MI L , Building Inspector Reviewed By: 51, #4 T , Planning COMMERCIAL FEES Base Fee 474,7.s- Water Quality Surcharge 5-80. 60 Water Sampling Fee Plan Review 41391,in Water Supply&Storage(WAC) MCES SAC Storm Sewer Trunk City SAC Sewer Trunk S&W Permit&Surcharge Water Trunk Treatment Plant Street Lateral Treatment Plant(Irrigation) Street Park Dedication Water Lateral Trail Dedication Other: L 4- Setvd,l-r _ v OTS_ ou" Water Quality TOTALS /y 2 o2t3 Page 2 of 3 Mike Lence To: wbeckfeld@vanguardconst.com Subject: New Horizon Academy Shell building Bill, I have reviewed the submitted documents for the New Horizon Academy shell building.The following items are need to completeplthe permitting process. lzZ 1 soils report. A SAC determination from Met Council. 1 copy of the project specifications. `A. 1 Special Structural Testing& Inspection Program Summary Schedule with signatures of all parties. ,J3: Provide a guard rail the roof hatch per Minnesota Mechanical Code Section 304.11 6. Roof top units to be screened. 7. Not sure if stairs are included in shell building,the following will come up at some time.Stair handrail extension at bottom shall extend at the slope of the stair flight for a distance equal to one tread depth beyond the bottom tread nosing. Minnesota Accessible Code Section505.10.3 v8( Provide the cost of construction. .,,X. Provide sewer/water contractor name and phone number. If you have questions please contact me by email or phone. Sincerely, Mike Lence I Senior Building Inspector I City of Eagan City Hat 13830 Pilot Knob Road I Eagan,MN 55122 1(651)675-56761(651)675-5694(Fax)]mlenceAcitvofeaaan.com City of Esus THIS COMMUNICATION MAY CONTAIN CONFIDENTIAL AND/OR OTHERWISE PROPRIETARY MATERIAL and is thus for use only by the intended recipient. If you received this in error,please contact the sender and delete the e-mail and its attachments from all computers. 1 Mike Lence From: Mike Lence Sent: Friday, October 09, 2015 10:27 AM To: wbeckfeld@vanguardconst.com Subject: New Horizon Energy Calc Bill, Sorry I did not have this on the original email. The building envelope calculation from Ashrae Standard 90.1-2010 will also be required with the shell permit application.This can be found on the cityofeagan.com web site. As a heads up, HVAC, Lighting and Service Water Heating calcs will be need with the interior permit application.. Thank you. Mike Lence I Senior Building Inspector I City of Eagan411' City Hall 1 3830 Pilot Knob Road 1 Eagan,MN 55122 1(651)675-5676 1(651)675-5694(Fax)I mlence(ilcityofeaoan.com o I apli THIS COMMUNICATION MAY CONTAIN CONFIDENTIAL AND/OR OTHERWISE PROPRIETARY MATERIAL and is thus for use only by the intended recipient. If you received this in error,please contact the sender and delete the e-mail and its attachments from all computers. 1 ALPINE CO .. Engineering eJob 5/20/2016 This eJob is prepared exclusively for: Automated Building Components, Inc. 9073 PO Box 133 Chetek, WI 54728-0133 Work Order: t57866 Job Customer: ARROW AMERY Job Name: 4585 ERIN LANE Job Address: 4585 ERIN LANE EAGAN MN. Alpine ID: T529581.J558074 I hereby verify that this document was prepared by me or under my direct supervision and that I am a duly Licensed Professional Engineer. I am responsible for the design of each component detail only-- not for the proper manufacture of the components. This document is no longer valid if any modifications are made to it . Alpine, a division of ITW Building Components Group Inc. 2820 N. Great Southwest Pkwy. Grand Prairie, TX 75050 800-521-9790 ALPINE rig a f 5v L:C.R`.a;�wr Engineering eJob 5/20/2016 Table of Contents Page No. Truss Label Page No. Truss Label Page No. Truss Label 1 B2 2 B3 3 B2REP 4 B3REP Page 1 Alpine, a division of ITW Building Components Group Inc. 2820 N. Great Southwest Pkwy. Grand Prairie, TX 75050 800-521-9790 ALPINE wcuo Engineering eJob 5/20/2016 Truss Engineer Design Responsibilities The engineer's signature on this design certifies that the individual component depicted, if built with the materials and to the placements and tolerances specified, will bear the loads shown on the drawing. Users of the component are responsible for determining that any as-built component conforms to the design. The loading and dimensions specified have been provided by others and have not been verified by the signing engineer. The building designer is responsible for determining that the dimensions and loads for each component match those required by the plans and by the actual use of the individual component. The building designer is responsible for ascertaining that the loads shown on the designs meet or exceed applicable building code requirements and any additional factors required in the particular application. The engineer's seal on the attached component designs indicates acceptance of professional engineering responsibility solely for the design of the individual component assuming that the loading and dimension requirements are as represented to the engineer. The suitability and use of this component for any particular building is the responsibility of the building designer in accordance with ANSI/TPI 1 Chapter 2. The engineer certifying this component is not responsible for anything beyond the specific scope of work set forth above, including but not limited to, the loading factors used in the design of the component, the dimensions of the component, the transfer of lateral loads from the roof and/or forward to the shear walls down to the foundation, connection of the components to the bearing support, the design of the bearing supports, the design and connection to the shear walls, the design of temporary or permanent building bracing required in the roof and/or floor systems, transfer of vertical loads down to the foundation, the design of the foundation or analysis in connection with the roof and/or floor diaphragms of the building. This is a high quality facsimile of the original engineering document. A wet or embossed seal copy of this engineering document is available upon request. Alpine, a division of ITW Building Components Group Inc. 2820 N. Great Southwest Pkwy. 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O 4sgs. d4 Z •e1E .. 1"......... rw a y N , q441 • "1.1.00:8". u zz M drlca ....,. 0.....; i m...eiaeena,Ad, Geotechnical Evaluation Report New Horizon Academy-Eagan 4585 Erin Lane Eagan, Minnesota Prepared for New Horizon Real Estate Developm nt, LIP Professional Certification: I hereby certify that this lan,sp tfication,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- xof Minnesota. Christopher R. Kehl, PE Principal—Senior Engineer License Number: 43459 Date Project B1507128 Braun Intertec Corporation BRAUN Braun intertec Corporation Phone:952.995.2000 11001 Hampshire Avenue S Fax: 952.995.2020 NTERTE Minneapolis,MN 55438 Web: braunintertec.com IThe Science You Build On. Date Project B1507128 Mr.Alan Ruth New Horizon Real Estate Development, LLP 3405 Annapolis Lane North,Suite 100 Minneapolis, MN 55447 Re: Geotechnical Evaluation New Horizon Academy- Eagan 4585 Erin Lane Eagan, Minnesota Dear Mr. Ruth: We are pleased to present this Geotechnical Evaluation Report for the New Horizon Academy project located in Eagan, Minnesota. Details of our exploration are provided in the attached report. Thank you for making Braun Intertec your geotechnical consultant for :his project. If you have questions about this report,or if there are other services that we can provide in support of our work to date, please call Evan Zik at 952.995.2233 (EZik@braunintertec.com)or Chris Kehl at 952.995.2386 (CKehl@braunintertec.com). Sincerely, BRAUN INTERTEC CORPORATION Evan A.Zik, EIT Engineer In Training Christopher R. Kehl, PE Principal—Senior Engineer AA/EOE Table of Contents Description Page A. Introduction 1 A.1. Project Description 1 A.2. Site Descriptions 1 A.3. Background Information and Reference Documents 1 A.4. Purpose 1 A.S. Scope of Services 1 B. Results 2 B.1. Boring Logs 2 B.1.a. Log of Boring Sheets 2 B.1.b. Geologic Origins 3 B.2. Geologic Profile 3 B.2.a. Pavement 3 B.2.b. Fill Soils 3 B.2.c. Glacial Deposits 3 B.2.d. Penetration Resistance Values 3 B.2.e. Groundwater 4 B.3. Laboratory Test Results 4 C. Basis for Recommendations w: 4 C.1. Design Details w:: 4 C.1.a. Building Information 4 C.1.b. Pavements andTraffic Loads .. 5 C.1.c. Anticipated Grade Changes 5 C.2. Design Considerations ; 5 C.2.a. Building SuppO , _... 5 C.2.b. Pavements 6 C.2.c. Utilities 6 C.2.d. Test Pits 6 C.2.e. Groundwater 6 C.3. Precautions Regarding Changed Information 7 D. Recommendations 7 D.1. Building Subgrade Preparation 7 D.1.a. Excavations 7 D.1.b. Excavation Support 8 D.1.c. Excavation Dewatering 8 D.1.d. Selecting Excavation Backfill and Additional Required Fill 8 D.2. Spread Footings 9 D.2.a. Embedment Depth 9 D.2.b. Net Allowable Bearing Pressure 9 D.2.c. Settlement 9 D.3. Interior Slabs 9 D.3.a. Subgrade Modulus 9 D.3.b. Moisture Vapor Protection 10 D.4. Exterior Slabs 10 D.S. Pavements 10 D.5.a. Pavement Subgrade Preparation 10 BRAU INTERT•C Table of Contents (continued) Description Page D.5.b. Subgrade Proofroll 11 D.5.c. Assumed R-Value 11 D.5.d. Design Sections 11 D.5.e. Materials and Compaction 12 D.6. Frost Protection 12 D.6.a. General 12 D.6.b. Exterior Slabs and Pavements 12 D.6.c. Isolated Footing and Piers 14 D.7. Utilities 14 D.8. Infiltration 15 D.9. Construction Quality Control 15 D.9.a. Excavation Observations 15 D.9.b. Pavement Subgrade Proofroll 16 D.9.c. Cold Weather Precautions 16 D.9.d. Special Inspections of Soils 16 E. Procedures 16 E.1. Penetration Test Borings 16 E.2. Material Classification and Testing 17 E.2.a. Visual and Manual Classification 17 E.2.b. Laboratory Testing 17 E.3. Groundwater Measurements 17 F. Qualifications 17 F.1. Variations in Subsurface Conditions.. . 17 F.1.a. Material Strata 17 F.1.b. Groundwater Levels 17 F.2. Continuity of Professional Responsibility 18 F.2.a. Plan Review 18 F.2.b. Construction Observations and Testing 18 F.3. Use of Report 18 F.4. Standard of Care 18 Appendix Boring Location Sketch Log of Boring Sheets ST-1 through ST-6 Descriptive Terminology of Soil BRAUN INTERTEC A. Introduction A.1. Project Description We understand this project will include the demolition of the existing building on site and the construction of a new 5,220 square foot,two story, slab on grade building.The project will also i elude a bituminous parking area to the north of the proposed building and play areas located to the sout of the proposed building. A.2. Site Descriptions The New Horizon Site is located at 4585 Erin Lane in Eagan, Minnesota.The project site currently -xists as a vacant structure with a bituminous paved surface parking lot surrounding the structure. Historical photographs of the area dating back to 1937,were reviewed'using Dakota County GIS indicating 'he current structure was built between 1987. Prior to the existing structure,the site existed as farm field. A.3. Background Information and Reference ?ocuments To facilitate our evaluation,we were provided with orsreviewed the following information or doc ments: • Preliminary project plans preparedby Rylaur, LLC(Rylaur)and Westwood Professional Services, Inc.;;(Westwood),containing existing site grades and the proposed building footprint with proposed grapes. • Geologic atlas of Dakota County containing the surficial geology prepared by the Univ-rsity of Minnesota Geological Survey from 1990. A.4. Purpose The purpose of our geotechnical evaluation will be to characterize subsurface geologic conditions at selected exploration locations and evaluate their impact on the design and construction of the project. A.S. Scope of Services Our scope of services for this project was originally submitted as a Proposal to Mr. Ruth on Augus 2, 2015.Tasks performed with our authorized scope of services for the project included: BRAUN INTERT C New Horizon Real Estate Development, LLP Project B1507128 Date Page 2 • A sketch showing project exploration locations. • Logs of the soil borings describing the materials encountered and presenting the results of our groundwater measurements and laboratory tests. • A summary of the subsurface profile and groundwater conditions. • Discussion identifying the site conditions that will impact structure design and performance, qualifying the nature of their impact, and outlining alternatives for mitigating their impact. • Discussion regarding the reuse of on-site materials during construction and the impact of groundwater on construction. • Recommendations for preparing structure subgrades, including excavation support, if applicable, and the selection, placement and compaction of excavation backfill and other structural fill. • Recommendations for the design of the buildings foundations, slabs on grade, utilities, and pavement areas. B. Results B.1. Boring Logs We performed 6 standard penetration test(SPT) borings}for the project, denoted ST-1 through ST-6.The borings were performed at the approximate locations shown on the Soil Boring Location Sketch included in the Appendix. B.1.a. Log of Boring Sheets Log of Boring sheets for our penetration test borings are included in the Appendix.The logs identify and describe the geologic materials that were penetrated,and present the results of penetration resistance and other in-situ tests performed within them, organic vapor screening, laboratory tests performed on penetration test samples retrieved from them,and groundwater measurements. Strata boundaries were inferred from changes in the penetration test samples and the auger cuttings. Because sampling was not performed continuously,the strata boundary depths are only approximate. The boundary depths likely vary away from the boring locations, and the boundaries themselves may also occur as gradual rather than abrupt transitions. BRAUN INTERTEC New Horizon Real Estate Develo•ment, LLP Project B1507128 Date Page 3 B.1.b. Geologic Origins Geologic origins assigned to the materials shown on the logs and referenced within this report w-re based on: (1) a review of the background information and reference documents cited above, (2)v sual classification of the various geologic material samples retrieved during the course of our subsurfa e exploration, (3) penetration resistance values, (4) laboratory test results, and (5)available common knowledge of the geologic processes and environments that have impacted the site and surround ng area in the past. B.2. Geologic Profile The soils encountered in the borings are described below.The soils are generally described in the •rder they were encountered (i.e.,from the ground surface down). Please reference the soil boring logs in the Appendix for a more details of descriptions. B.2.a. Pavement The soil borings encountered a pavement section at each location consisting of approximately 3 t. 5 inches of bituminous placed above crushed limestone aggregate base ranging in thickness of approximately 4 to 5 inches. t4 B.2.b. Fill Soils Fill soils were encountered in borings ST .,ST=2,ST-4,ST-5, and ST-6.The fill soils ranged in depth from below the pavement section to 13 feet below grade.The fill was variable,consisting of silty sand, lean clay, and sandy lean clay. B.2.c. Glacial Deposits Below the fill soils,the borings encountered glacially deposited till soils.The glacial till consisted o silty sand, poorly graded sand with silt,clayey sand, silty clayey sand, and sandy lean clay.A layer of glaciofluvium was encountered in boring ST-4,the glaciofluvium layer was 5 feet thick and consist-d of lean clay.The glacial deposits contained varying amounts of gravel. B.2.d. Penetration Resistance Values The results of our penetration resistance testing are summarized below in Table 1. Comments are provided to qualify the significance of the results. BRAU INTERTEC • New Horizon Real Estate Development, LLP Project B1507128 Date Page 4 Table 1. Penetration Resistance Data Penetration Resistances Geologic Material Classification (N,bpf*) Comments Existing Fill SM,SC,CL 2 to 33 Variably Compacted Glacial Locally soft to stiff, (Cohesive) SC,SC SM,CL 4 to 27 generally rather stiff to stiff Glacial Locally dense,generally (Cohesionless) SM,SP SM 19 to 35 medium dense * Blows per foot B.2.e. Groundwater Groundwater was not observed as our borings were advancer:.,,.n Based on the moisture contents of the art. geologic materials encountered, it appears that groundwater was below the depths explored. Seasonal and annual fluctuations of groundwater, however,should be anticipated. B.3. Laboratory Test Results We performed moisture content tests,sieve analyses(percent passing the#200 sieve only), and pocket penetrometer tests on the samples recovered from the soil borings in accordance with American Society of Testing& Materials(ASTM) procedures.The laboratory tests results are shown on the Log of Boring Sheets included in the Appendix,across from the associated soil sample. C. Basis for Recommendations C.1. Design Details C.1.a. Building Information We understand the proposed structure will be a 5,220 square foot, 2 story, slab on grade building.The building loads were not provided at the time of this report,the assumed structural loads are provided in Table 2. BRAUN INTERTEC New Horizon Real Estate Development, LLP Project B1507128 Date Page 5 Table 2.Assumed Structural Loads Assumed Column Assumed Wall Proposed FFE Approximate Levels Loads Loads Grade Change (kips) (kips/ft) 2 915 1/2 to 1 1/2 feet 200 6 C.1.b. Pavements and Traffic Loads We have assumed the pavements will be subjected to light traffic, mostly from automobiles,while small buses,vans, or garbage trucks may frequently visit the main drive lanes. C.1.c. Anticipated Grade Changes Existing ground surface elevations are within approximately'1 to 2 feet of the proposed finished floor elevations.With the significant amount of fill soils located on site,eats on the order of 15 feet are therefore anticipated for the proposed building pad Fills on the order 9,f 17 feet are anticipated for the proposed building pad, however,the areas requiring deeper cuts appear to be limited. C.2. Design Considerations C.2.a. Building Support Existing fill was present in several of the borings in proximity to the existing buildings.The existing fill appears to have been placed after topsoil removal and appears moderately to well compacted and was likely placed as part of the construction of the existing buildings. In ST-4 a layer of softer layer of glacial fluvial was noted, this material was at depth and limited in thickness. It is in our opinion acceptable to support the proposed day care building on the existing fill given that: • The previous use of the site included several similar sized buildings were supported on the existing fill. • Unsuitable soils, debris or buried topsoil were not observed in the soil borings • The structure is relatively light and the grade changes are minimal Still the risk exists that unsuitable soil may be uncovered during construction or during additional exploration on site. Uncovering this soil may result in soil corrections being required later in the construction process. We recommend that some subcuts and recompaction be anticipated below foundation where the building bearing on the existing fill,especially when outside the building footprints.This will allow for further evaluation of the soil profile and a more consistent layer of soil BRAUN INTERTEC • New Horizon Real Estate Development, LLP Project B1507128 Date Page 6 below foundations. In addition some soil corrections should be anticipated in the areas of landscaped areas, existing tanks,or utilities where the fill may not have been placed with the same amount of effort. Deeper fill appears present on the eastern side of the site and if it is determined that additional soil corrections are needed, excavations may require temporary retention if sufficient space is not available to provide the necessary soil correction oversize and the required excavation backslopes required by OSHA.As an alternate to conventional soil corrections, rammed aggregate piers(common trade name geopier)could be used to support the building and slab. Supporting the building on the existing fill is in our opinion a reasonable approach, but not a "no risk" approach.The risk and uncertainties can be further reduced through additional evaluation with test pits prior to or during construction, and we recommend this take place as soon as practical.There is the potential for unforeseen cost during grading or unanticipated settlement,and these are risks that must be born by the owner in return for the savings on additional soil correction. If the owner is not willing to accept the risk then the building pad should be soil corrected or supported on rammed aggregate piers. C.2.b. Pavements The existing pavements were generally constructed over silty sand fill soils placed over the native glacial till soils. As the previous pavements wee constructed on the fill soils, the recommended excavations for soil improvement below the new pavement is considered acceptable considering the relatively high cost of the excavations and compaction of the engineered fill needed to replace the fill soils below the pavement. C.2.c. Utilities The onsite fill and glacial soils are generally anticipated to be suitable for support of new utilities. However, if areas of unstable clays are encountered below the invert elevations,these soils should be partially subcut and be replaced with clean sand or crushed rock to create a stable base for the utility pipe to limit the differential movement. C.2.d. Test Pits To better evaluate the fill profile and native soils for building support,we recommend test pits be performed to further evaluate the profile and the need for soil corrections. C.2.e. Groundwater Based on the proposed building elevations,groundwater is not anticipated to adversely affect the project. BRAUN INTERTEC New Horizon Real Estate Development, LLP Project B1507128 Date Page 7 C.3. Precautions Regarding Changed Information We have attempted to describe our understanding of the proposed construction to the extent it was reported to us by others. Depending on the extent of available information, assumptions may have been made based on our experience with similar projects. If we have not correctly recorded or interpreted the project details,we should be notified. New or changed information could require additional evaluation, analyses and/or recommendations. D. Recommendations In accordance with our findings and the provided preliminary plans, below are our recommendations for the design and construction of the building. D.1. Building Subgrade Preparation x<, D.1.a. Excavations Via' For preparation of the building pad, we recommend tat existing structures, pavement, soft, loose, organic, or debris laden fill,and soft or very loose native soils be removed from the building pad and Mw oversize areas.After removing unsuitable soils,the excavation should be refilled with engineered fill to help reduce the differential.settlement.The estimated excavation depths are indicated in Table 3.The depths are approximate and will vary between borings. Table 3. Excavation Depths and Bottom Elevations for Building Pad Anticipated Excavation Approximate Surface Elevation Corresponding Location Depth (ft) Bottom Elevation (ft) ST-3 914.5 1 913.5 ST-4 914.5 6* 909 ST-5 914.9 6* 909 ST-6 914.5 6* 909 * Minimum subcut of 2 feet below footing elevation To provide lateral support to replacement backfill, additional required fill and the structural loads they will support,we recommend oversizing(widening)the excavations 1 foot horizontally beyond the outer BRAUN INTERTEC • New Horizon Real Estate Development, LLP Project B1507128 Date Page 8 edges of the building perimeter footings for each foot the excavations extend below bottom-of-footing elevations. D.1.b. Excavation Support Some of the native glacial soils and fill are anticipated to classify ai Type B Soil under OSHA guidelines. Unsupported excavations for the project should therefore be maintained at a gradient no steeper than 1 to 1 (horizontal:vertical). Slopes constructed in this manner may still exhibit surface sloughing. If site constraints do not allow the construction of temporary slopes with these dimensions,then temporary shoring may be required, and we should be consulted for additional recommendations. An OSHA approved competent person should review this soilclassification in the field. Excavations must comply with the requirements of OSHA 29 CFR, Part 2926,Subpart P, "Excavations and Trenches."This document states that excavation safety is the responsibility of the:contractor. Reference to these OSHA requirements should be included in the project specifications. D.1.c. Excavation Dewatering We recommend removing water from the excavations; however,we do not anticipate groundwater accumulating in the excavations will be an issue during construction. D.1.d. Selecting Excavation Backfill and Additional Required Fill Onsite,debris free may be considered for reuse as structural backfill,assuming they can be properly moisture conditioned and compacted.If imported soils are needed for structural fill, we recommend they consist of non-organic mineral soils with less than 30 percent of the particles by weight passing the#200 sieve for consistency with the onsite soils. If fill depths greater than 10 feet are needed,fill should be limited to sand with less than 12 percent of the particles by weight passing the#200 sieve. We recommend the backfill and fill be placed in lifts not exceeding 8 inches in thickness.We recommend fill soils be compacted to the minimum densities summarized in Table 4,determined in general accordance with ASTM test method D698 (standard Proctor). BRAUN INTERTEC New Horizon Real Estate Development, LLP Project B1507128 Date Page 9 Table 4.Compaction Recommendations Summary Optimum Moisture Relative Compaction,Percent Reference Variance from Optimum, (ASTM D698) percentage points Within Building Pad 98 -3 to+3 Within 3 feet of Pavement Subgrade 100 ±1 Below 3 feet of Pavement Subgrade 95 ±3 Below Green Spaces 90 ±5 D.2. Spread Footings D.2.a. Embedment Depth For frost protection,we recommend embedding perimeter footings 42 inches below the lowest exterior grade. Interior footings may be placed directly below floor slabs:We recommend embedding building footings not heated during winter construction,and otrnheated footings associated with canopies, stoops or sidewalks 60 inches below the lowest exterior grade.` D.2.b. Net Allowable Bearing`Pressure We recommend sizing spread footingssto exert'a net allowable bearing pressure of 2,000 pounds per square foot(psf).This value includes a safety factor of at least 3.0 with regard to bearing capacity failure. The net allowable bearing pressure can be increased by one-third its value for occasional transient loads, but not for repetitive loads due to traffic,or for other live loads from snow or occupancy. D.2.c. Settlement We estimate that total and differential settlements among the footings will amount to less than 1 and 1/2 inch, respectively, under the assumed loads. D.3. Interior Slabs D.3.a. Subgrade Modulus We recommend using a modulus of subgrade reaction, k, of 200 pounds per square inch per inch of deflection (pci)to design the slabs for slabs founded upon the re-engineered silty sand. BRAUN INTERTEC New Horizon Real Estate Development, LLP Project B1507128 Date Page 10 D.3.b. Moisture Vapor Protection If floor coverings or coatings less permeable than the concrete slab will be used, consideration should be given to placing a vapor retarder or vapor barrier immediately beneath the slab.Some contractors prefer to bury the vapor retarder or barrier beneath a layer of sand to reduce curling and shrinkage, but this practice risks trapping water between the slab and vapor retarder or barrier. Excess transmission of water vapor could cause floor dampness, certain types of floor bonding agents to separate,or mold to form under floor coverings. If floor coverings or coatings less permeable than the concrete slab will be used,we recommend a vapor retarder or vapor barrier be place immediately beneath the slab.We recommend consulting with floor covering manufacturers regarding the appropriate type, use and installation of the vapor retarder or` arrier to preserve warranty assurances. We recommend the vapor retarder or barrier be observed prior to concrete placement so holes,tears or gaps in the vapor retarder or barrier can be identified and patched or realigned as needed.We further recommend performing moisture vapor transmission tests after the concrete slabs have cured and before flooring is installed. Flooring manufacturers typically recommend upper limits of moisture vapor transmission can be used to set schedules for flooring installation but, more importantly, may impact warranties. D.4. Exterior Slabs Though not necessarily designed to accommodate dead and live load surcharges or vehicles, exterior slabs can be subjected to both.Settlement of exterior slabs on poorly compacted foundation backfill, utility backfill and other compressible naturally deposited soils or fills can also contribute to unfavorable surface drainage conditions and frost related damage (see below)to the slabs and adjacent structures, including buildings and pavements.Subgrades supporting exterior slabs should therefore be prepared in accordance with the excavation, backfilling and compaction recommendations provided below in Section D.5.Additional commentary on the risks associated with frost, and recommendations for helping mitigate those risks, is provided in Section D.6. D.5. Pavements D.5.a. Pavement Subgrade Preparation The inplace fill materials below the existing pavement section are comprised primarily of silty sand and appear to be placed in a controlled manner.We recommend stripping existing pavements and aggregate BRAUN INTERTEC New Horizon Real Estate Development, LLP Project B1507128 Date Page 11 base. In areas where the pavements will be rebuilt,we recommend scarification, moisture conditioning, and recompaction of the top 1 foot of soil below the bottom of the aggregate base. We recommend the exposed soils be surface compacted and proofrolled to identify weak spots in the subgrade,the weak spots should then be corrected. Limited correction and surface compaction of the subgrade is, in our opinion, an acceptable approach, provided the subgrade can pass a proofroll. Prior to the placement of engineered fill or pavements,we recommend the exposed soils in the bottoms of the excavations be thoroughly compacted by a minimum of 5 passes with a large (3 1/2- footdiameter drum minimum),self-propelled,vibratory sheepsfoot compactor.This is recommended to further densify the underlying soils and to provide a more uniform base to place additional fill or pavement. Compaction of the fill should follow the recommendations in Table 4 in section D.1. D.5.b. Subgrade Proofroll Prior to placing aggregate base material,we recommend proofrolling pavement subgrades to determine if the subgrade materials are loose,soft or weak, and�in need of further stabilization, compaction or subexcavation and recompaction or replacement.A second proofroll should be performed after the aggregate base material is in place,and prior to placing bituminous or concrete pavement. D.5.c. Assumed R-Value Laboratory tests to determine an for pavement design*were not included in the scope of this project. Based on our experience with similar:projects in the area, however, it is our opinion that an R- value of 20 can be assumed for design purposes if the pavement is founded upon the silty sand fill subgrade. N:�r D.5.d. Design Sections For the above subgrade and assumed:traffic loads(section C.1),we recommend the following minimum section thickness be used for design of the pavement sections. Table 5. Bituminous Pavement Design Sections Drive Lanes Minimum Car Parking Minimum Course Thickness Thickness (inches) (inches) Bituminous 4 3 1/2 Crushed Aggregate Base Course 8 6 BRAUN INTERTEC New Horizon Real Estate Development, LLP Project B1507128 Date Page 12 The above pavement designs are based upon a 20-year performance life.This is the amount of time before major reconstruction is anticipated.This performance life assumes maintenance, such as seal coating and crack sealing, is routinely performed.The actual pavement life will vary depending on variations in weather, traffic conditions and maintenance. D.5.e. Materials and Compaction We recommend specifying crushed aggregate base meeting the requirements of Minnesota Department of Transportation (MnDOT)Specification 3138 for Class 5.We recommend that the aggregate base be compacted to a minimum of 100 percent of its maximum standard Proctor dry density. D.6. Frost Protection D.6.a. General All or some of the exterior slabs, as well as pavements, will be underlain with fine grained silty sand or clayey soils,which are considered to be moderately to highly frost-susceptible. Soils of the type can retain moisture and heave upon freezing. In general,ths.,characteristic is not an issue unless these soils become saturated due to surface runoff or infiltration or are excessively wet in-situ. Once frozen, unfavorable amounts of general and isolated heaving of the soils and the surface structures supported on them could develop.This type of heaving could impact design drainage patterns and the performance of exterior slabs and pavements, as well as any isolated exterior footings and piers.To address most of the heave related issues, we recommend thatwgeneral site grades and grades for exterior surface features be set to direct surface drainage away from bldings, across large paved areas and away from walkways to limit the potential for saturation of the subgrade and any subsequent heaving. General grades should also have enough "slope"to tblerate potential larger areas of heave which may not fully settle when thawed. It should be noted that general runoff and infiltration from precipitation are not the only sources of water that can saturate subgrade soils and contribute to frost heave. Roof drainage and the irrigation of landscaped areas in close proximity to exterior slabs, pavements, and isolated footings and piers, contribute as well. D.6.b. Exterior Slabs and Pavements Even small amounts of frost-related differential movement at walkway joints or cracks can create tripping hazards. Several subgrade improvement options can be explored to address this condition. BRAUN INTERTEC New Horizon Real Estate Development, LLP Project B1507128 Date Page 13 The most conservative and potentially most costly subgrade improvement option to help limit the potential for heaving, but not eliminate it, would be to remove any frost-susceptible soils present below the exterior slabs' "footprints" down to the bottom-of-footing grades or to a maximum depth of 5 feet below subgrade elevations,whichever is less.We recommend the resulting excavation then be refilled with sand or sandy gravel having less than 50 percent of the particles by weight passing the#40 sieve and less than 5 percent of the particles by weight passing a#200 sieve.The bottom of the excavation should be sloped toward one or more collection points so that any water entering the backfill can be collected and removed.A series of perforated drainpipes will need to be installed to collect and dispose of the infiltrating water and/or groundwater that could accumulate within the backfill.The piping should be connected to a storm sewer or a sump to remove any accumulated water,or"day lighted" if grades permit. If the water is not removed, it is our opinion this option will not be effective in controlling heave. An important geometric aspect of the excavation and replacement approach described above is sloping the banks of the excavations to create a more gradualtransition between the unexcavated soils considered to be frost-susceptible and the excavation backfill which not, to attenuate differential movement that may occur along the excavation boundary Wexrecommend.3:1(horizontal:vertical) banks along transitions between frost-susceptible and non.frost-susceptible soils. Another option is to only protect critical areas,such as doorways and entrances,via stoops or localized excavations with sloped transitions between frost-susceptible and non-frost-susceptible soils as described above. Regardless of what is done to the walkway or pavement area subgrade, it will be critical the end-user develop a detailed maintenance program to seal and/or fill any cracks and joints that may develop during the useful life of the various surface features Bituminous will experience episodes of normal thermo- expansion and thermo-contraction during its useful life. During this time,cracks may develop and joints may open up, which will expose the subgrade and allow any water flowing overland to enter the subgrade and either saturate the subgrade soils or to become perched atop it.This occurrence increases the potential for heave due to freezing conditions in the general vicinity of the crack or joint.This type of heave has the potential to become excessive if not addressed as part of a maintenance program.Special attention should be paid to areas where dissimilar materials abut one another,where construction joints occur and where shrinkage cracks develop. The on-going performance of pavements is impacted by conditions under which the pavement is asked to perform.These conditions include the environmental conditions,the actual use conditions and the level of ongoing maintenance performed. With regard to bituminous pavements in particular, because of normal thermo expansion and contraction, it is not unusual to have cracking develop within the first few BRAUN INTERTEC • New Horizon Real Estate Development, LLP Project 81507128 Date Page 14 years of placement and for the cracking to continue throughout the life of the pavement.A regular maintenance plan should be developed for filling cracks in bituminous pavements to lessen the potential impacts for cold weather distress due to frost heave or warm weather distress due to wetting and softening of the subgrade. It is also not unusual for bituminous pavements to require a seal coat within the first 5 to 10 years to increase the long-term performance. D.6.c. Isolated Footing and Piers Soils classifying as"silt" (USCS symbols ML or MH), "clay" (CL or CH),or as being"silty"or"clayey" (including but not limited to SP-SM, SC-SM, SM or SC), have the potential for adhering to poured concrete or masonry block features built through the normal frost zone. In freezing conditions,this soil adhesion could result in the concrete or masonry construction being lifted out of the ground.This lifting action is also known as heave due to adfreezing.The potential for experiencing the impacts of adfreezing increases with poor surface drainage in the area of below grade elements, in areas of poorly compacted clayey or silty soils and in areas of saturated soils.To limit the impacts of adfreeze,we recommend placing a low friction separation barrier, such as high density insulation board, between the backfill and the element. Extending isolated piers deeper into the frost-free zone,enlarging the bottom of the piers and then providing tension reinforcement can also be considered. Recommendations for specific foundation conditions can be provided as needed. D.7. Utilities If glacial soils or non-organic fill soils are present below the pipe invert elevations,we anticipate the subgrade soils will be suitable for pipe support and we anticipate that the utilities can be installed per manufacturer bedding requirements. However, if unstable, organic, soft, or loose soils are encountered at pipe invert elevations,they should be subcut and replaced with engineered backfill or crushed rock. If necessary, subcut depths would likely be on the order of 1 to 2 feet. We recommend a geotechnical engineer or the representative observe utility trench excavations and subcuts. We recommend selecting, placing and compacting utility backfill in accordance with the recommendations provided above in Section D.1. The on-site clayey soils should be considered generally corrosive.We also recommend specifying non- corrosive materials or providing corrosion protection for underground utilities. BRAUN INTERTEC New Horizon Real Estate Development, LLP Project B1507128 Date Page 15 D.B. Infiltration We anticipate that on-site stormwater management will required for this project. Infiltration rates were estimated for some of the soils we observed in our soil borings and are listed in Table 6.These infiltration rates represent the long-term infiltration capacity of a practice,and are not meant to exhibit the capacity of the soils in their natural state. Higher infiltration rates can be used based on field testing with Double Ring Infiltrometer testing(ASTM D3385), however,these rates should be adjusted by the appropriate correction factor as provided for within the Minnesota Stormwater Manual or as allowed by the local watershed. We recommend the Minnesota Stormwater Manual should be consulted for further design best practices. Infiltrating stormwater through existing fill onsite should be avoided, due to the inherent unknowns usually related to fill. Fine grained soils(silts and clays),topsoil or organic mater mixed into or washed onto the soil,will quickly lower the permeability.These areas shouldbe maintained and protected during construction. Furthermore,when the system comesiinto use, organic matter and silt washed into the system can over time fill the soil pores and reduce permeability. Proper maintenance is important for long term performance of infiltration systems " This geotechnical evaluation doesnot constitute a review Of site suitability for stormwater infiltration or evaluate the potential impacts, if any,from infiltration of large amount of stormwater. Consideration should be given to providing an.impermeable separation from a clay and/or geomembrane liner between the raingarden and the basement wall backfill to prevent water from seeping towards the backfill zone. Table 6. Estimated Design Infiltration Rates Based on Soil Classification Soil Type Infiltration Rate* ryh (in/hr) Sands with less than 12%fines 0.8 Poorly graded or well graded sands silty sands,silty gravelly sands 0.45 Clayey sands and Clays 0.06 *From Minnesota Stormwater Manual Section 12.8 with December 16 updates. Rates may differ at individual sites. D.9. Construction Quality Control D.9.a. Excavation Observations We recommend having a geotechnical engineer observe all excavations related to subgrade preparation and spread footing, slab-on-grade and pavement construction.The purpose of the observations is to BRAUN INTERTEC New Horizon Real Estate Development, LLP Project B1507128 Date Page 16 evaluate the competence of the geologic materials exposed in the excavations,and the adequacy of required excavation oversizing. D.9.b. Pavement Subgrade Proofroll We recommend that proofrolling of the pavement subgrades be observed by a geotechnical engineer to determine if the results of the procedure meet project specifications, or delineate the extent of additional pavement subgrade preparation work. D.9.c. Cold Weather Precautions If site grading and construction is anticipated during cold weather,all snow and ice should be removed from cut and fill areas prior to additional grading. No fill should be placed on frozen subgrades. No frozen soils should be used as fill. D.9.d. Special Inspections of Soils We recommend having the site grading and placement of fill within the building pad be placed under the direction of Special Inspections as provided in Chapter 17, of the International Building Code.This requires observation of soil conditions below fill or footings to evaluate if excavations extend to the anticipated soils and if fill materials meet requirements for type of fill and compaction condition of fill. This work should be carried out under the direction of a:licensed geotechnical engineer.The purpose of these special inspections is to evaluate whether the work is being carried out in accordance with the approved Geotechnical Report for the project.This work should include evaluation of the subgrade, note of preparation of the subgrade such as surface compaction or dewatering, excavation oversizing, placement procedures and materials used for fill, and compaction testing of the fill. E. Procedures E.1. Penetration Test Borings The penetration test borings were drilled with a truck-mounted core and auger drill equipped with hollow-stem auger.The borings were performed in accordance with ASTM D 1586. Penetration test samples were taken at 2 1/2-or 5-foot intervals.Actual sample intervals and corresponding depths are shown on the boring logs. BRAUN INTERTEC New Horizon Real Estate Development, LLP Project B1507128 Date Page 17 E.2. Material Classification and Testing E.2.a. Visual and Manual Classification The geologic materials encountered were visually and manually classified in accordance with ASTM Standard Practice D 2488.A chart explaining the classification system is attached.Samples were placed in jars and returned to our facility for review and storage. E.2.b. Laboratory Testing The results of the laboratory tests performed on geologic material samples are noted on or follow the appropriate attached exploration logs.The tests were performed in accordance with ASTM procedures. E.3. Groundwater Measurements n t�. The drillers checked for groundwater as the penetration test borings were advanced, and again after auger withdrawal.The boreholes were then backfilledas noted on the boring logs. F. Qualifications F.1. Variations in Subsurface Conditions F.1.a. Material Strata Our evaluation,analyses and recommendations were developed from a limited amount of site and subsurface information. It is not standard engineering practice to retrieve material samples from exploration locations continuously with depth,and therefore strata boundaries and thicknesses must be inferred to some extent.Strata boundaries may also be gradual transitions,and can be expected to vary in depth, elevation and thickness away from the exploration locations. Variations in subsurface conditions present between exploration locations may not be revealed until additional exploration work is completed, or construction commences. If any such variations are revealed, our recommendations should be re-evaluated. Such variations could increase construction costs, and a contingency should be provided to accommodate them. F.1.b. Groundwater Levels Groundwater measurements were made under the conditions reported herein and shown on the exploration logs, and interpreted in the text of this report. It should be noted that the observation BRAUN INTERTEC New Horizon Real Estate Development, LLP Project B1507128 Date Page 18 periods were relatively short, and groundwater can be expected to fluctuate in response to rainfall, flooding, irrigation, seasonal freezing and thawing, surface drainage modifications and other seasonal and annual factors. F.2. Continuity of Professional Responsibility F.2.a. Plan Review This report is based on a limited amount of information,and a number of assumptions were necessary to help us develop our recommendations. It is recommended that our firm review the geotechnical aspects of the designs and specifications, and evaluate whether the design is as expected, if any design changes have affected the validity of our recommendations, and if our recommendations have been correctly interpreted and implemented in the designs and specifications. F.2.b. Construction Observations and Testing It is recommended that we be retained to perform observations and tests during construction.This will allow correlation of the subsurface conditions,.encountered during construction with those encountered by the borings,and provide continuity of professional responsibility. F.3. Use of Report This report is for the exclusive use of the parties to which it has been addressed.Without written approval,we assume no responsibility to other parties regarding this report.Our evaluation, analyses and recommendations may not be appropriate for other parties or projects. F.4. Standard of Care In performing its services, Braun Intertec used that degree of care and skill ordinarily exercised under similar circumstances by reputable members of its profession currently practicing in the same locality. No warranty,express or implied, is made. BRAUN INTERTEC 00 N M OR+w .4 OV Fr. N- .r w.\\ V 8 b 04 g' tr i aRIa.e. e e 5. 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E Gi(13 �O®."O�II W�...... ...3\\m P�i:T7i\.miw Nm.M.\m II ZZI 11 Z '77E1164411111 ....Y, w� ��MyMM 88� ms �q .r sm a II N re 'EgMMe Moro- .r..�"i ri.Mi ei C" an oe+....MMMnM R F O m..INNO . ,4 r it .r . • N R e06a !r r\7.iu ..MM eLim v,'47 1:.7:. .!!':77777 r..o-riu av Li ei in a.a.MMmo- ALPINE Engineering eJob 5/20/2016 Required Details* Other Available Details* http://www.itwbcg.com/trussconnections.php *Sealed versions of these details are available upon request. Alpine, a division of ITW Building Components Group Inc. 2820 N. Great Southwest Pkwy. Grand Prairie, TX 75050 800-521-9790 ALPINE Engineering eJob 5/20/2016 Truss Engineer Design Responsibilities The engineer's signature on this design certifies that the individual component depicted, if built with the materials and to the placements and tolerances specified, will bear the loads shown on the drawing. Users of the component are responsible for determining that any as-built component conforms to the design. The loading and dimensions specified have been provided by others and have not been verified by the signing engineer. The building designer is responsible for determining that the dimensions and loads for each component match those required by the plans and by the actual use of the individual component.The building designer is responsible for ascertaining that the loads shown on the designs meet or exceed applicable building code requirements and any additional factors required in the particular application. The engineer's seal on the attached component designs indicates acceptance of professional engineering responsibility solely for the design of the individual component assuming that the loading and dimension requirements are as represented to the engineer. The suitability and use of this component for any particular building is the responsibility of the building designer in accordance with ANSI/TPI 1 Chapter 2. The engineer certifying this component is not responsible for anything beyond the specific scope of work set forth above, including but not limited to, the loading factors used in the design of the component, the dimensions of the component, the transfer of lateral loads from the roof and/or forward to the shear walls down to the foundation, connection of the components to the bearing support, the design of the bearing supports, the design and connection to the shear walls, the design of temporary or permanent building bracing required in the roof and/or floor systems, transfer of vertical loads down to the foundation, the design of the foundation or analysis in connection with the roof and/or floor diaphragms of the building. This is a high quality facsimile of the original engineering document. A wet or embossed seal copy of this engineering document is available upon request. Alpine, a division of ITW Building Components Group Inc. 2820 N. Great Southwest Pkwy. Grand Prairie, TX 75050 800-521-9790 ALPINE Engineering eJob 5/20/2016 Table of Contents Page No. Truss Label Page No. Truss Label Page No. Truss Label 1 B2 2 B3 3 B2REP 4 B3REP Page 1 Alpine, a division of ITW Building Components Group Inc. 2820 N. Great Southwest Pkwy. Grand Prairie, TX 75050 800-521-9790 ALPINE Engineering eJob 5/20/2016 This eJob is prepared exclusively for: Automated Building Components, Inc. 9073 PO Box 133 Chetek, WI 54728-0133 Work Order: t57866 Job Customer: ARROW AMERY Job Name: 4585 ERIN LANE Job Address: 4585 ERIN LANE EAGAN MN. Alpine ID: T529581.J558074 I hereby verify that this document was prepared by me or under my direct supervision and that I am a duly Licensed Professional Engineer. I am responsible for the design of each component detail only -- not for the proper manufacture of the components. This document is no longer valid if any modifications are made to it . Alpine,a division of ITW Building Components Group Inc. 2820 N. Great Southwest Pkwy. Grand Prairie, TX 75050 800-521-9790 MINNESOTA DEPARTMENT OF HEALTH RECEIVED Division of Environmental Health REPORT ON PLANS FEB 1 9 2016 Plans and specifications on New Food: New Horizon Academy, Project No. 160367 Location: 4585 Erin Lane, Eagan, MN 55122,Dakota County Date Approved: February 16,2016 Date Received: January 15, 2016 Submitted by: Nicole Beckfeld, 2350 Wycliff St Suite 11, St Paul, MN 55114 Ownership: Alan Ruth, 3405 Annapolis Labe N Suite 100, Plymouth, MN 55447, (763) 383-6282 Thank you for submitting plans to the Minnesota Department of Health(MDH). The plans appear to be in general compliance with the standards of this department and have been approved. You are responsible for compliance with all aspects of the Minnesota Food Code. This code is available at http://www.health.state.mn.us/divs/eh/food/code/index.html. Please see report below for the changes and/or comments. Scope of Project: Construction of a new two-story child care facility. Upon completion of the project,the facility will be licensed as a medium risk,small menu boarding establishment. The facility will be served by municipal water and sewer. The child capacity for this facility is 162. Contact Ryan Lee at 651-201-4807 to obtain a license application and to schedule all pre-operational inspections. All license fees must be paid prior to scheduling all pre-operational inspections. No food is permitted in the establishment until approval from the Health Authority is given. 1. Equipment Standards—General Requirements: Food and beverage equipment shall meet the applicable standards for one of the following: • National Sanitation Foundation(NSF). • Edison Testing Laboratories(ETL)to NSF Standards. • Underwriters Laboratory(UL)to NSF standards. • Canadian Standards Association(CSA)to NSF Standards. Equipment shall bear the NSF or equivalent sticker and manufacturer information. The Sanitarian doing the pre-operational inspection will follow up to ensure that all equipment meets applicable standards. Table-mounted equipment that is not easily movable shall be sealed to the table or elevated on four (4)inch NSF legs. •Provide four inch legs for each MerryChef oven or seal them to the stainless steel table. All floor mounted equipment shall be sealed to the floor or elevated on casters or six(6)inch NSF legs. New Horizon Academy New Food 160367 Page 2 February 16, 2016 Enough equipment for cooking,heating and hot holding shall be provided.Equipment should be sufficient in number and capacity to meet the needs of the establishment. Enough equipment for cooling and cold holding shall be provided. Equipment should be sufficient in number and capacity to meet the needs of the establishment. 2. Walk-in Cooler/Freezer: Will not be provided at this facility. 3. Ventilation System: Equipment proposed does not require mechanical exhaust. Two MerryChef ovens,a microwave oven and a hot holding cabinet will be provided. 4. Sinks: A three-compartment sink with dual integral drain boards will be provided. • Sink bowls shall be adequately sized for the largest utensil to be washed in the three- compartment sink. • Approved racks, shelves or dish tables for storing soiled equipment and utensils and air drying clean equipment and utensils will be provided. A one-compartment preparation sink will be provided. A hand sink with right and left splashguards will be provided. • Each handwashing sink shall be provided with hot and cold water through a mixing valve or combination faucet. 5. Undercounter Dishmachine: Hobart LXe It was not identified on the specification sheets submitted if the undercounter dishmachine will utilize hot water or chemical for sanitization. Provide NSF approved 6"legs/casters,or skids on the undercounter dishmachine. All warewashing activities require an area for disposal of garbage and scrapping. Integral drainboards,utensil racks,or tables large enough to accommodate all soiled and clean items shall be provided. High temperature sanitizing warewashing machines shall have space for a minimum of three racks for air-drying utensils. Chemical sanitizing warewashing machines shall have space for a minimum of five racks for air- drying utensils. A warewashing machine that uses a chemical for sanitization shall be equipped with a device that indicates audibly or visually when additional chemical sanitizer is needed. New Horizon Academy New Food 160367 Page 3 February 16, 2016 6. Storage Area: Shelving will be provided to maintain food items, single-service items and equipment six(6)inches above the floor. Designate an appropriate chemical storage space separate from food products, single-service items and food equipment. 7. Physical Facility Floors,walls, and ceilings in areas where food is stored,prepared or washed,toilet rooms and janitorial rooms shall be smooth,non-absorbent, durable and easily cleanable. Approved Finish Schedule Finish Area Walls: Ceiling: Floor/Integral Cove Base: Kitchen: FRP Smooth vinyl tile Quarry tile/Integral quarry tile coved base Janitor's Area: FRP at mop sink Open Sealed concrete/ rubber coved base Integral base cove shall be installed at all floor/wall junctures of the kitchen. CORRECT METHOD INCORRECT METHOD 8. Lighting: Food preparation areas in which food or beverages are prepared,utensils are washed shall provide a minimum of 50 foot-candles of shielded light measured 30 inches above the floor. 9. Dressing Rooms and Lockers: Lockers or other suitable facilities shall be provided for the orderly storage of employee's clothing and other possessions. New Horizon Academy New Food 160367 Page 4 February 16, 2016 10. Plumbing: A plumbing plan approval letter has not been received at this time. Provide at opening inspection evidence that the plumbing system has been inspected and approval given by the local building official or a representative from the Department of Labor and Industry(DOLI). All pipe chases that pass through walls shall be tightly sealed and covered with escutcheon rings. All utility lines shall be enclosed in walls or ceilings.Any exposed utility lines must be installed at least 6"off the floor. Indirect waste pipes shall not discharge into hand sinks,prep sinks or three-compartment sinks. Telltale drains are required for food service sinks. Grease traps shall be installed in accordance with the Minnesota Plumbing Code, Chapter 4715. All commercial water heaters shall be of adequate capacity to meet the needs of the anticipated demand of the establishment. Water heater submitted: AO Smith BTH 199. 11. Other Code Requirements: For information on the Minnesota Clean Indoor Air Act(MCIAA)contact 651-201-4601 or visit their website at http://www.health.state.mn.us/divs/eh/air. Contact MN Electrical Licensing&Inspection at 651-284-5026 or visit their website at http://www.dli.mn.gov/CCLD/Electrical.asp for information on electrical requirements and the name of the electrical inspector in your area. Sincerely, r AV /1", Matt Finkenbiner, R.S. Environmental Health, FPLS Plan Review Mankato District Office 12 Civic Center Plaza, Suite 2105 Mankato, Minnesota 56001-3752