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540 Chapel LaneCITY OF EAGAN Remarks Addition Bu.rrview Acres Addn. Lot 15 Blk ? parcel . 10 15600 150 00- Owner26z:?E ?e;, -en„ Street 540 Chapel I,ane State Eagan, MN 55121 Improvement Oate Amount Annual Vears Payment Receipt Date STREETSURF, 1?4 ?300.00 130.00 10 P31d STREET RESTOR. GRADING SAN SEW TRUNK J1? 19']O ?Z ,OO .OO Z 21.C1 SEWER LATERAL q(? 1972 22? , ? 17 0.77 20 P21(j. WATERMAIN WATER LATERAI 1972 ZO WATER AREA STORM SEW TRK ? 1984 561.00 37.40 15 STORM SEW LAT ' CURB & GUTTER SIDEWALK STFEET LIGHT WATER CONN, 2 0.00 . 3 -30-71 6UILDING PER. SAC 200,00 34 - - PARK EAGAN TOWNSll°IIP 321 lJILDING PERtr9lT Owaex ------ ?Eagan Township Address (pxesenY) ...--- .----- _--?-?-, ---?-??E-?a.??.??s???[?? • Town Hall Builder .......................... f,e!???? - - .. - -- - ...__.. Da= ---- -------------- :: .......... Address ------------------------------------ ------------------------- ......_.-----------.......-- DESCRIPTION Siorios To Se Used For Front Depih Heighf £sS. CosY Permii Fee Aemarks ?.6` ? ? ? ? ?t??lt??l ? ? . /Tl LOCATION /I% v- This permif does noi aulhorisa the usa of sYreeis, roads, alleys or sidewalks the xight io crea2e any siiuafiaa whieh is a nuisance or which presenEs a haaard general welfate fo anyoae in the communiiy. THIS PERMIT MUST BE,K E PREMISE WHI7LE THE WORK IS IN This is !o cerlifp, fhai...... ----------------------------- has permission 1- erec the abov described premise s' io the provisior,s of the Suilding Ordiaaace 1955 -'--'-`- ` --- -- - -- - - - --"-----...---.. Per ------------- ------- Cha?rman of n T aard aor docs it give the owner or his agent fo the heallh, saieiy, convenience and PROG?S. 64, ! a_.._-°- ---'-------°- ----------------- ----------- upon for Eaaar. Tow 'p adop3ed April 11, t Buildieg Inspeclor a0, sd CITY USE ONLY L jj?_ BL SUB ?l-t.jeu1' RECEIPT #: & y Fl9 DATE: °z/F&/f -7 1996 MECHANICAL PERMIT (RESIDENTIAL) CITY OF EAGAN 3830 PILOT KNOB RD EAGAN, MN 55122 (612) 681-4675 Please complete for: ? single family dwellings ? townhomes and condos when permits are required for each unit New construction X Add-on fumace Add-on air conditi ning Add-on air exchanger, i.e. Vanee system, etc. Date: FFFR ? Minimum Fee: Add-on/Remodel (existing residence only $ 20.00 ? HVAC: 0-100 M BTU 24.00 Additional 50 M BTU 6.00 ? Gas Outlets (minimum of 1 required @$3.00 each) ? State Surcharge .? TOTAL SITE ADDRESS:, Jy? Z-,--? OWNER NAME: VzP?I C'/?/ST//9"/1???? PHONE #: INSTALLER NAME: ` STREET ADDRESS: CIN: PHONE #: ( _..'._' ?'Y?• 710• EAGAtd TOWNSHIP 3795 Pilot Knob Road St. Paul, MinnesoCa 55111 Telephone 454-5242 PERNIIT FOR WATER SERVICE CONNECTION Date• A rn il '},Qy 7977 Alumber• 594 JS '&)e?)ttZ Billing Name: Harry Rosacker Site Address: 540 Chapel Lane. EaQan 55121 Owner: same Billing Address same Plumber: same Meter Size "'_ Read Out 192187 Meter No. 21294448 1 Meter Reading00,000 Meter Sealed: Yea_ Pexmit Fee 10.00 pd 4/30/71 Meter Dep. 15.00 pd 4/30/71 Add'1 Chg. 7.50 pd 4/30/71 292.50 Total Chg. 8II8i NO Building is a; Residence xcx tdultiple go, Dnits Commercial Industrial Other Inspected by Date Remarka: $25.000 RE-iN3rEer?ON FEE FpR IRiPRJP?R1Y INSTFlLLED NiETERS. By: Chief inspector In consideration of the iasue and delivery to me of the above permit, I herehy agree to do the proposed work ia accordance with the rules and regulatioas of 8agan Township, Dakota County, Minuesota. By:B?.? Harry Rosacker 540 Chapel Lane, Eagan 55121 Please aotify the above office when ready for inspection and connection. EAGlaN TYndNSHIP 3795 Pilot Knob Road St. Paul, Minnesota 55111 Telephone 454-5242 PERMIT FOR SEWER SERVICE CONNECTiON DATE:?Ar'n0_ 1971 NOMBER 754 ,?d ?U22Ui? OWNER• Harry Rosacker p3dress 540 Chapel Lane, Eagan 55121 pL(MgER same TyPE OF PIPE Cast Iron DESCRIPTION OF BUIIA ING Industrial Commercial Reaidential Multiple Dwelling No, of units xxc Locatioa of Connectiona: Conaection Charge ZOO:O??i Account Deposit p Permit Fee 10.00 pd 4/30/71 Street Repairs Total inapected by: DaCe Remarka• $y Chief Inspector Ia conaideration of the issue and'delivery to me of the above permit, I hereby agree to do the proposed work in accordance with the rules and regulations of Eagan Tocroship, Dalcota Coun/Cy, Minneaota Harry Rosa er 540 Chapel Laee, Eagan 55121 Please notifq when ready for inspection and connection and bafore any portion oE the work is covered. ÷ ÿþ ýüü ûúûúþ ùüü÷ì è üîé ýüõ ýüûúù÷éìõüúù ÷úù÷éìãéìÞùï ùäü õüõôóôðüù òÿ ýñüø ïùîïïñüïûïí ëÿééùÿþëëïÿ ü ùíõëëùëí õûïêñüûéÿëïïí øçóæçí íô ôù ýüÿèüçóæçí í èüóþ í óò õñð ùù Þéâýõ õüÞõ÷ô õù Þîåãó ÿåã áàôôßßß ûéÿ îùùëïÿïùéùùûý ëåýüõë ÿðí ùùì üýÿü . . ` ` Use BLUE or B�ACK Ink ;-----------------------------------------------; t For Office Use ' . �`"�j ; �� O� n� �� 1 Permit#: � • f# : � I.! � 3 � Permit Fee: �� 3830 Pilot Knob Road ; Eagan MN 55122 � Date Received: Phone: (651)675-5675 � �y�., � Fax: (651)675-5694 ' �1-�`� � � Staff: , � �` ;-----------------------------------------------' �"�U 2015 RESIDENTIAL BUILDING PERMIT APPLICATION �� .:>> ` � Date: Jan 7 2015 Site Address: 540 Chapel Lane Eaqan, MN 55121 Unit#: �� '� Name: Nathan Neuman Phone:�763)607-7121 R�SI€ien't! �Wtt�l" Address/City/Zip: 540 Chaqel Lane �.;,�,�, `'' A licant is: X Owner Contractor � :�:��f��, Description of work: Home&Garaqe Addition -� ; � dy ' Construction Cost: 18d,'�l ' Multi-Famil Buildin : Yes /No X �,<z� Company: Contact: ��; � . Cc�ntractor Address: City: �� „� State: Zip: Phone: Email: � License#: Lead Certificate#: If the project is exempt from lead certification, please explain why: (see Page 3 for additional information) ��T A �'I,�1I L �1 G CDA/T/l.,A��d/Z �!J/�t.l !N G l �~! COMPLETE THIS AREA ONLY IF CONSTRUCTING A NEW BUILDING In the last 12 months, has the City of Eagan issued a permit for a similar plan based on a master plan? _Yes _No If yes, date and address of master plan: Licensed Plumber: Phone: Mechanical Contractor: Phone: Sewer 8�Water Contractor: Phone: t�4TE Pl�ans arttlsu;ppc�r�i��[c��ert�s tha�,��u��r�r�i��r��r��ider�+d ta�e publ�c►�for�rt��+�nn�?�r�Ior��crf . t#re�r�fe�rm�#i+�n►nay�e cfas��i�d��r�orr; `ub1i��'yoer provid+��pe�r�'�ic r��sd�,��at wQUlat�ie�r��hie C�ty tc� :, � \ �o�r+�#��'�ti�at they�re tra��c�� f ''� s _� �9,, ��, CALL BEFORE YOU DIG. Call Gopher State One Call at (651)454-0002 for protection against underground utility damage.Call 48 hours be ore you intend to dig to receive locates of underground utilities. w�vW.9opherstateonecall.orp 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. �xterior work authorized by a building permit issued in accordance with the Minnesota State Building Code must be completed within 80 days of permit issuance. X Nathan Neuman X Applicant's Printed Name ApplicanYs Signature Page 1 of 3 . � � � `�C� C'�-��c:.,I �-_�'� / D�NOT WRITE BELOW THIS LINE �� J SUB TYPES � Foundation Fireplace Porch (3-Season) Exterior Alteration(Single Family) Single Family _ Garage _ Porch(4Season) _ Exterior Alteration(Multi) _ Multi _ Deck _ Porch(Screen/Gazebo/Pergola) _ Miscellaneous _ 01 of_Plex _ Lower Level _ Pool _ Accessory Building WORK TYPES New Interior Improvement Siding Demolish Building* � Addition _ Move Building _ Reroof _ Demolish Interior _ Alteration _ Fire Repair _ Windows _ Demolish Foundation _ Replace _ Repair _ Egress Window _ Water Damage Retaining Wall *Demolition of entire building-give PCA handout to applicant DESCRIPTION � Valuation /� Occupancy 1��-,�- MCES System Plan Review � Code Edition GG? SAC Units (25%_ 100% /!) Zoning �-/ City Water Census Code y 3 Stories Booster Pump #of Units 1 Square Feet �G 33 TTI� PRV #of Buildings / Length Fire Sprinklers Type of Construction �Q Width REQUIRED INSPECTIONS ' Footings (New Building) Meter Size: � Footings (Deck) Final/C.O. Required � Footings (Addition) � Final/No C.O. Required Foundation � HVAC_Gas Service Test Gas Line Air Test � Roof: �Ice &Water �Final Pool:_Footings _Air/Gas Tests _Final Framing Drain Tile Fireplace:_Rough In _Air Test _Final Siding:_Stucco Lath _Stone Lath _Brick � Insulation Windows Sheathing Retaining Wall:_Footings_ Backfill_Final Sheetrock Radon Control Fire Walls � Erosion Control Braced Walls Other: Reviewed By: , Building Inspector L ow�n.��v/!c. s,,r,nr�j,� G d j�0 lG,5=- qgG�= RESIDENTIAL FEE o Base Fee /54.t ,�--- �,vr n �xy�l� it vi�� 3S`'��.0 9� 'J a¢03� .� Surcharge PlanReview �p�� ?� ,�mN"/y1.L►ty/lL ��//j�t. G�/�'� p��_' /,� 9�— MCES SAC �A��A�/Z G��'�P�G � g �d� � City SAC sr r Utility Connection Charge �" '�'w`�'R'��r'�'r✓ 3Sry �►� 9�3 ,��3.� f r 9 °.--�- • S&W Permit& Surcharge � ` �!�' 1Z�1��4iZ�, Gy9�f'@eZ,o°' � �' � Treatment Plant �0 . �G� dt— o��. Ad�r�r�� 8�� 9��'� �8'G� Copies ... et _ TOTAL �b''O �J�ti Page 2 of 3 AFFIDAVIT I, Eric Wahlstrom, of EW Concrete verify that the following foundation work was completed as described below for the home at 540 Chapel Lane Eagan MN. c)/,L4ri r# /A951 • Lintels were installed with Solid Bond Beam containing 2 continuous horizontal 5/8" rebar • Flow through bond beam block was used on each side to accommodate a double core fill with #5 rebar vertically on each side of opening • W8X18 steel beam with Xt"x11" bottom plate installed across opening on south wall. Each end contains an 8"x 8"x Y:" plate, double core fill and #4 rebar. • Vertical core fills 32" on center containing #5 rebar 3" from inside face of block was used on North wall • Vertical core fills 48" on center containing #5 rebar centered in block was used on east wall • Vertical core fills 48" on center containing #4 rebar centered in block was used on sou and west wall Eric Wahlstrom Owner of EW Concrete IT- AFFIDAVIT I, Eric Wahlstrom, of EW Concrete verify that the following foundation work was completed as described below for the home at 540 Chapel Lane Eagan MN. • Lintels were installed with Solid Bond Beam containing 2 continuous horizontal 5/8" rebar • Flow through bond beam block was used on each side to accommodate a double core fill with #5 rebar vertically on each side of opening • W8X18 steel beam with %"x11" bottom plate installed across opening on south wall • Vertical core fills 32" on center containing #5 rebar 3" from inside face of block was used on North wall • Vertical core fills 48" on center containing #5 rebar centered in block was used on east wall • Vertical core fills 48" on center containing #4 rebar centered in block was used on south and west wall Eric Wahlstrom Owner of EW Concrete 6',51 3y‘y Since 1897 CONCRETE PRODUCTS COMPANY January l8, 2016 City of Eagan Inspections Department Re Hohn Job ''# 15-5 112 Newnan Residence [5.49e, c N4 o c bN To whom it may concern: Pursuant to your request, I ani providing a leiter to serve as a certificate of compliance for the manufacture and installation of the precast hollowcore planks which were installed at this location. The plank were engineered to support a concrete topping and a live load of 75 ;psf uniform car a 2000 lb. point load as the International Building Code requires. The plank were pinned with a mbar dowel at a minimum 4'-C" on center through the plank and a minimum 4' into the bond beam. The plank keyways were grouted according to our instructions and will provide the ability to distribute vertical loads. to adjacent planks. Selection oi' water proof membranewe be at the discretion of the owner. Section 1704.2.2 f the code states that special inspections are no required when the work is done on the premises of a fabricator registered and approved to do such work without special inspections. To provide documentation of this fact, 1 have enclosed a copy of a letter of confirmation from the Precast Concrete Institute that Molin Concrete is a member in good standing of the PC1 Plant Certification Program. You will note that the PCI Plant Certificatio program is recognized by many code bodies. The Plant Certification Program requires the maintaining of inspection records for all concrete pours. These inspections are performed by Molin's Quality control staffand the records are kepi indefinitely. These records indicate that the precast concrete provided for this project by Molin Concrete was manufactured in accordance with the contract documents and the approved shop drawings. 0 n If you have any questions, or require any additional information, please do not hesitate to cal Sincerely, Joel Coudron, P.B. Design Engineer SION IS "BUILDING" CUSTOMER SATISFACTION THROUGH GENERATIONS OF TEAMWORK Flexlcore Hollowcore Plank * i+Yallpanels • Beams and Columns • Misc. treet • Lino Lakes; Minnesota 55014 *Office 651-786-7722 • FAX 651-7e6-0229. 1-800-336-6546• EO P recast/Prestressed Concrete Institute Mr. Thomas Molin President Molin Concrete Products Co. 415 Lilac Street Lino Lakes, MN 55014 Dear Mr. Molin: Congratulations! You successfully completed your latest PCI Plant Certification audit. Please find enclosed a copy of your audit report. This audit was conducted on 1/29/2013 and 1/30/2013 for your plant in Lino Lakes, MN. This continues your certification in good standing in the PCI Plant Certification Program in product group and category C3A. Certified plants undergo at least two unannounced audits annually. Strict compliance with detailed industry standards is necessary to retain certification. Standards are found in the nationally recognized PCI Quality Control Manuals MNL -116, -117, and -130. Failure to achieve these minimum standards will result in decertification. Specially qualified and accredited engineers from Ross Bryan Associates, Inc., of Nashville, Tennessee, perform all plant audits on behalf of PCI to ensure a high degree of independence, consistency, and uniformity in the program. Within 30 days of receiving this letter and showing the corrective actions taken to the audit report must be sent electronically kmecheck@rossbryan.com. the enclosed audit report, a written response nonconformances noted in Appendix B of your to PCI at jburnettCcr)pci.orq ;.and to RBA at RBA is recognized as an Inspection Agency AA -703 Type A (Third Party) Body by the International Accreditation Services, inc. (IAS), which was formed from the previous three legacy code organizations (BOCA, ICBO, SBCCI). PCI has demonstrated compliance with the ISO/IEC Standard 17020, general criteria for the operation of variouss of bodies (encompassing the relevant requirements of the ISO 9000 sees of standards). inspections On behalf of the Precast/Prestressed Concrete institute and the PCI Plant Certification Committee, we congratulate you on your continued certification. Sincerely, Dean Frank, P.E. Director of Quality Programs DAF/dik Enclosure est Adams Street f Suite 2100 Chicago, I160606 1 Phone 312-786-0300 Fax: 312-621-1114 I www.pci:org Garage Floor Garage floor maintains continuous slope to door opening in accordance to redlines by engineer. Surface has been sealed with Cemstone CPC Sealer and control joints have been filled with Vulkem self -leveling calk. � • /�✓�Rcr�. G�i�:L Jeffrey Wheeler ��""��! � From: 1im Krech <jkrech@komainc.com> Sent: Tuesday, February 17, 2015 2:55 PM To: Jeffrey Wheeler Subject: Re: Neuman Residence 540 Chapel Lane Eagan They have to be at each mullion between the windows. Sent from my iPhone On Feb 17, 2015,at 2:43 PM,Jeffrey Wheeler<1Wheeler@cityofea�an.com>wrote: Jim I forgot to ask, is the 4 ply 2X6 king studs, between windows at the 17' tall wall, between each opening or just the center one that is marked? Thanks, Jeff Wheeler Jeffrey T Wheeler � Building Inspector � City of Eagan <image003.png> City Hall�3830 Pilot Knob Road�Eagan,MN 55122�651-675-5680�651-675-5694(Fax)�iwheelerC�a.citvofeaqan.com THIS COMMUNICATION MAY CONTAIN CONFIDENTIAL AND/OR OTHERWISE PROPRIETARY MATERIAL and is thus for use only by the intended recipie If you received this in error,please contact the sender and delete the e-mail and its attachments from all computers. From: Jim Krech [mailto:jkrechCa�komainc.com] Sent: Tuesday, February 17, 2015 2:30 PM To: Jeffrey Wheeler Subject: Neuman Residence 540 Chapel Lane Eagan Jeff, I checked the wind shear in both directions on the residence above and it meets the allowable shear. Let me know if any comments. Jim James H. Krech� P.E.Principal Structural Engineer Krech,O'Brien, Mueller&Associates, Inc. Architecture � Interior Design � Structural Engineering -- ----------------------------------------------------------------------------------- 6115 Cahill Avenue Inver Grove Heights,MN 55076 Direct p)651.789.4120 www.komainc.com <II'TldgE'004.g1f><ItT12g2005.gIf>Click here to subscribe to our e-newsletter 1 � �� ,�,. �� ' � _� � ��`��„��,o�� , ��^'� -� � �,�� '�'�,��- '� � �� ' Y � �, � � � j �'- ;; ' ., '._ " y � >..- f�� f.ay�. .. . � � �� 2� t�� .r�/9 �� S.� � � � � .sX,� „y/63'.� z ,%� ��; � . ' v #s-�- % ,# �„. �. � � � i. > " .:o. . . :�. "� �F. r;. ....4..N'� ,.,H'�.6"`+.. 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'•�� ✓� �� Si �d �: Y . . - . . . . ._ . _ _. .. ... . . . , . , .. s. . �.s' �s,.t,.�€ ,. .,. _ . �.. . �...,, AFFIDAVIT I, Eric Wahlstrom, of EW Concrete verify that the following foundation work was completed as described below for the home at 540 Chapel Lane Eagan MN. ?,M'mIt /2.9F4/5" • Lintels were installed with Solid Bond Beam containing 2 continuous horizontal 5/8" rebar • Flow through bond beam block was used on each side to accommodate a double core fill with #5 rebar vertically on each side of opening • W8X18 steel beam with %"x11" bottom plate installed across opening on south wall. Each end contains an 8"x 8"x W' plate, double core fill and #4 rebar. • Vertical core fills 32" on center containing #5 rebar 3" from inside face of block was used on North wall • Vertical core fills 48" on center containing #5 rebar centered in block was used on east wall • Vertical core fills 48" on center containing #4 rebar centered in block was used on sou and west wall 1-2-2- -2' Eric Wahlstrom Owner of EW Concrete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