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710 Marsh Ct44111110. . City of Eaiall 3830 Pilot Knob Road Eagan MN 55122 Phone: (651) 675-5675 Fax: (651) 675-5694 Use BLUE or BLACK Ink For Use Permit #: 3-7y O Permit Fee: / q 7` Date Received: Staff: 2010 RESIDENTIAL BUILDING PERMIT APPLICATION Date: ¢1210 / 1(7 Site Address: _] / 0 /KO Sl) (o v /- � Cal R h1 M N 65 / Z3 Tenant: M 1 M ti 'Ci/l $ Pl oea e+� J Suite #: RESIDENT / OWNER Name: IVIG I'G LIS A -t i, P10f a r Phone: 4/4 l — 2,S 3 -13$7 l Address / City / Zip: 710 !U 11 vd/"1 Cf./ Eailit ki /1/I i✓ 5-6-7 23 , Applicant is: X Owner Contractor TYPE OF WORK Description of work: ele G*. CD 116 V 647'0 Lt Construction Cost: 4/p/ 006 ('t- vvta fe) Multi -Family Building: (Yes / No )( ) CONTRACTOR Name: se I License #: Address: City: State: Zip: Phone: Contact: Email: COMPLETE In the last 12 months, has If yes, THIS AREA ONLY IF CONSTRUCTING A NEW BUILDING the City of Eagan issued a permit for a similar plan based on a master plan? date and address of master plan: _Yes _No Licensed Plumber: Phone: Mechanical Contractor: Phone: Sewer & Water Contractor: Phone: NOTE: Plans and supporting documents that you submit are considered to be public information. Port ons of the information may be classified as non-public if you provide speck res ons that ottld perntlt` 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. www.qopherstateonecall.orq I hereby acknowledge that this information is complete and accurate; that the work will be in conformance with the ordinances and codes of the City of Eagan; that 1 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 }I-) i S it he h PI o-ege le* Applicant's Printed Name -Q SZE / 2 2010 3 x , Sta to ere - Applicant's Signature Page 1 of 2 [f)/4 C1-' DO NOT WRITE BELOW THIS LINE q S 72/6 SUB TYPES Foundation Single Family Multi 01 of _ Piex Accessory Building WORK TYPES New Addition Alteration Replace Retaining Wall Fireplace Garage Deck Lower Level Interior Improvement Move Building Fire Repair Repair DESCRIPTION Valuation 6Veo Plan Review (25%_ 100% Census Code # of Units # of Buildings Type of Construction h' 3j gg REQUIRED INSPECTIONS Footings (New Building) Footings (Deck) Footings (Addition) Foundation Drain Tile Roof: _Ice & Water _Final Framing Fireplace: _Rough In Air Test Insulation Meter Size: Reviewed By: RESIDENTIAL FEES' Base Fee Surcharge Plan Review MCES SAC City SAC Utility Connection Charge S&W Permit & Surcharge Treatment Plant Copies TOTAL Porch (3 -Season) Porch (4 -Season) Porch (Screen/Gazebo/Pergola) Pool _ Siding Reroof Windows Egress Window _ Storm Damage Exterior Alteration (Single Family) Exterior Alteration (Multi) Miscellaneous _ Demolish Building* _ Demolish Interior Demolish Foundation Water Damage *Demolition of entire building — give PCA handout to applicant Occupancy ,ZRc :2 Code Edition Zoning Stories Square Feet Length Width Final -76 ?o MCES System ,2c07 SAC Units /t -1 City Water Booster Pump 3,118 PRV Fire Sprinklers At Sheetrock Final / C.O. Required lk Final / No C.O. Required HVAC Other: Pool: Footings Air/Gas Tests _Final Siding: _Stucco Lath Stone Lath Brick Windows Retaining Wall: _ Footings _ Backfill _ Final Radon Control Erosion Control Building Inspector 02,?Di-cf @ l � 619020 Page 2 of 2 � �6�. �� Use BLUE or BLACK Ink ^----------------- iFor Office Us� � i C�t' � Permit#: " " � � of Ea�aIl ���:�:;� �,F��.:� , � L , � � Permit Fee: � � 3830 Pilot Knob Road � � �r-,,��� j Eagan MN 55122 ��� � ? ���� � Date Received: � Phone: (651)675-5675 � �j � Fax:(651)675-5694 I Staff: TI 1 I � i I L���___����______J c�� ��� ,� 2015 RESIDENTIAL BUILDING PERMIT APPLICATION �,�'-�) Date: �a a �J Site Address: "!1�O �0.�s� C� Unit#: �y ��`���� �� � n�� . ;���'� - ��'���`� Name:�\���� d' �o.� c�S P�o c��� Phone: �iN � � �"__ � ��Q ° � �y� Address/City/Zip: '1 l r� ('�'��,c c�, Ca �Gac�1n� Mi� �5��� ������;i�� � �i�� ,� � _ � Applicant is: Owner �Contractor �'��� �����������u ` �� . ������� u°� ��� Description ofwork: �� e�,e � Le� �1 �i��S� � � ��� ����� ��y , , ��E� � �` � ���� � Construction Cost: Multi-Family Building: (Yes /No� � �� ��= i..;�o,� ��� � � -���� � ��...i�A�a - ,��a �oinn�ov� 2� Q-'v�2 rs �Le �_ � b"��iti' '' ��- ��� Com an : $" �,v, �a,�_Qn_r s Contact: (V1 i .�� �v� � ��� r���ai���� i ��� p Y a - � �` s`� y� � ' � ��� ���� � Address: ] �,�G D �1�1�� �t�ln� City: �'r�r� l�c�u.� �} �i��9���t� (7r� � ��� �� � ���"` 4) ��Iii ��k ��"��'�y $t8t@: ��Ip: �.5� PhOfl@: ��'��n�e' �c�- OOc11181�: �I f��(b V11V156 i7 1`t t j0.�'1•e��d 1►�L 5.C dI'Yr i b i W��V;�� � �-:��� . ���� � �����'� ,��� License#: 1�[ l�`� (�'�cJ Lead Certificate#: ct�} �- � ����'33� � �� � If the project is exempt from lead certification, please explain why: `>3�.\-� t� �oe��1 COMPLETE THIS AREA ONLY IF CONSTRUCTING A NEW BUILDING x{ In the last 12 months, has the Ciry of Eagan issued a permit for a similar pian based on a master plan? Yes No If yes,date and address of master plan: Licensed Plumber: Phone: Mechanical Contractor: Phone: Sewer&Water Contractor: Phone: Fire Suppression Contractor: Phone: , ,� � � � � - � ��� � r ��� � I��� ���,i ���i��� �'1� � • �i - iii �Wti�il c. � �a a-�,ir ��'a�i'i ��� i I�� � - - i�li _ x �i4'.��t3�[i �`# �,�1�� ��������'��,����`r;� �/'� 1�"� ' � �� t� �,__ �14� c��i �e?+li S+�i �_ a E "�''^� it�-3, �� '"`�i� � " - ��a�'� ��a��ii� - `�• _�:°. , � i� Zii't:, y� j r �`�i�` '" ��� � � m�- a" _ � �niii 3 i�. �� �J Ii����i (i:i���a" �� � :.� 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.qopherstateonecall.orq I hereby acknowledge that this information is complete and accurate;that the work will be in conformance with the ordinances and codes of the City of Eagan; that I understand this is not a permit, but only an 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 pla . Exterior work authorized by a building permit issued in accordance with the Minnesota State uildi must be completed within 180 days of permit issuanc . X Fi! Gk X App icant' Printed Nam App s Signatu Page 1 of 3 �-1 � � t�'(��f�h C,� ! DO NOT WRITE BELOW THIS LINE ( I � �,��"' SUB TYPES Foundation Fireplace Porch(3-Season) 'Exte ior AI r tion(Single Family) i � Single Family _ Garage _ Porch(4-Season) _ 'Ext�, ior AI r tion(Multi) _ Multi Deck Porch(Screen/Gazebo/Pergola) Mis ' Ilan� u _ 01 of_Plex '�Q Lower Level _ Pool _',Acc sory ilding WORK TYPES ' r _ New _ Interior Improvement _ Siding _ 'Derr� lish ui ding* _ Addition Move Building Reroof Dert�' lish I terior � Alteration _ Fire Repair _ Windows _ '�Denjj lish IF ndation _ Replace _ Repair _ Egress Window _ 'Wat r Dam g Retaining Wall *Demolition of entire building-give CA ha d ut to applicant DESCRIPTION Valuation '� Z�, t/���^�7 Occupancy 1 C� �'- 1 MCES 5yst I Plan Review Code Edition 2.�%i�Y✓►✓1 SAC Ur�its ' (25%_100%� Zoning ^1 City W�ter � Census Code Stories Booste�`Pu, p #of Units Square Feet PRV #of Buildings Length Fire Suppr I. sion quired Type of Construction � Width f ', t REQUIRED INSPECTIONS ' Footings(New Building) Meter Size: ' Footings(Deck) Final/C.O. Required' ' Footings (Addition) Final/ No C.O. Required �: Foundation � HVAC_Gas Service T� t as Line Air Test Roof: Ice &Water Final Pool: Footings �Air� as T s s _Final � Framing Drain Tile ! Fireplace: tRough In _Air Test _Final Siding: _Stucco Lath �''r St ,n ath _Brick � Insulation Windows ; ' Sheathing Retaining Wall:_Footi'gs I ackfill_Final Sheetrock Radon Control ', Fire Walls Fire Suppression:�Ro, gh IM Final Braced Walls Erosion Control I ' Other: ' Reviewed By: ���1� ���� �7`� , Building Inspector RESIDENTIAL FEES �' Base Fee l!� `�� 5'�. �� � X � ��a� Surcharge '' ': Plan Review (; MCES SAC I' ' City SAC i Utility Connection Charge �' � S8�W Permit 8�Surcharge ' ' � i Treatment Plant '' Copies ' TOTAL Page 2 of 3 Paul's Plumbing&Heating 507-645-7109 p.1 Use BLUE or BLACK InK ----------------, � For Office Use i • i Pemnit#: �`� t j Clt� of�a�a� � .�,��� � � Permit Fee: t 3830 Pilot Knob Road I � Eagan MN 55122 � Date Receiwed: � Phone: (651)675-5675 i stafl: i Fax: (653j 675-5694 L----------------� 2015 RESIDENTIAL PLUMBING PERMIT APPLICATION Date: `� . Sits�lddress: ��V i��/�r �� '�r �' Ter+ant: ��\�\ �t�� Suite#: Name: � 1 C,.l� ��i e..�� Phone:�,951_,���-7�r�� Reside�t/Owner � ' Address/City I Zip: ��r1 � n � p Name: �I � 1 � 1 • �� �\ License#:��'J 1��.�LCl—J � � i -/� �- � Contractor �,,� �/� Address: :� �ty: .��J ' 4��� State: ����Zip: C�o�� Phone: �}�� i�1v ✓"L��� Contact: ��� � Email: ..�f S r � ��. ��� '� � New Replacement _,Repair Rebuild �ModiTy Space _Work in R.O.W. Type of Work — — — Descripticn of wark: RESIDENTIAL � � Water Heater ` Water Soft�er Lawn Itrigation(_RPZ/_PVB) { Permit Type �Add Plumbing�ixtures{�Main!�Lower Level) Septic System N� Wafer Tumaround � E � � Abandonment � RE�SIDENTIAL FEES: � �60.00 Waier Heater,Water Softener, or Wa1er Heater and Soflener(includes�5.00 State Surcharge) �60.00 Lawn Inigation(indudes$5.00 minimum State Surcharge) $60.00 Add Plurnbing Fixtures, Seatic Svstem Abandonmenl,Waler Turnaround'�(includes$5.00 State 5urcharge) � '"Water Tumaraund�add$200.00'rf a 5/8"meter is required} � $115.00 Septic SVStem New($1U,00 per as built)(includes County fee and$5.00 State Surcharge} ; TOTAL F�ES$ CALL BEFORE YOU DIG. Call Gopher State One Call at�651)454-0002 for protecfion against underground utility damage. Call 48 hours before you intend to dig to receive tocates of undergraund utilitles. �:^��.i�.ao�rerstaieonecaii.ora I hereby acknowledge that�is inFormadon is compleEe and accurate;Ehat the worK will be in conformance with the ordinances and codes of the City of Eagan; that I understand#his is not a permit, but only an application for a permit, ars�work is not lo siart wilho a rmit;that the work will be in accordance wiih the approved plan in the case of work which requires a reviEw a�approval oi plans. X .. _...;_�t� ��.! x ..--- Annlin��f•a nn � nro ENGINEERING COMPANY, INC. ROBE CONSULTING ENGINEERS, PLANNERS and LAND SURVEYORS METRO CLASSIC HOMES L� 1000 EAST 146th STREET, BURNSVILLE, MINNESOTA 55337 PH 432-3000 CERTIFICATE OF SURVEY Legal Description: LOT 9, BLOCK 1, MARSH COVE, DAKOTA COUNTY, MINNESOTA. .o GN�I�L LIT ARE : 13,099 SQ.FT. HOUSE AREA: 2,140 SQ.FT. (INCLUDES PORCHES) COVERAGE=16.3% HOUSE TYPE: 2 STORY-FBWO ADDRESS: 710 MARSH CT. BENCHMARK: TNH AT LOT 8 & 9 ELEV. = 923.48 3:1 MeltImum Stopes or Retaining Wall Wilt Be Required -..i 920.74 q 920.81 TC Th.. .x 11TD. o + TNH=923.48 920.8 OFD IP 922. 51 (921.3)s 2 x m 927.0 (927.6) (928.00) (920.29) (928.33) DENOTES EXISTING ELEVATION DENOTES PROPOSED ELEVATION INDICATES DIRECTION OF SURFACE DRAINAGE = FINISHED GARAGE FLOOR ELEVATION = BASEMENT FLOOR ELEVATION = TOP OF FOUNDATION ELEVATION �asiok! �LA.✓ MARSH COURT 923.23TC 924.04TC 4 - MH _ INSTALL CROS!; N 9TC 925.84 TcsIANKET Ou SOD 3 INV=S9 3 7 PROP. m 6 F22.3 923.7n irs Nu m 925.4 roi ISI X (9276) 0 I. (927.6) N 926.5 9 POR I 15.00 25.07 eg r�; DRAINAGE AND UTILITY EASEMENT BY: 0 z (927.6) 8.0 927.3 10.6 0 O u./ 1918.7 _ r16.8 roliii%7 99.0 011.O.o tii.N ^I (9 9.8) g®rn X /+KH! L14.0 i I 917.7 .-. 914.6 . 00 o 3.1 rD IP926.5 . (926.5) 515 * 0 (927.6) 1[7;4 a ....co 927:0 , .rna Ipil I 0 20.00 0 0 012.00 0s nj N h. 20.00I' s GARAGE N N. N 931.3 Et 21.33 10.67 vi„ X (:..2 J 927.0 X o1.-11-1.--- (927.6) rn I o r-- 919.6 ..IX 04O f ` O `-. 919.3 X o N-4- X .I (919.8) rn IN `Do 923.8 0m 931.2 X PROPOSED HOUSE 47.00 I� PORI 914 Ilk (12a5 L<, i y 1 18 . _ 919.7 921.0 EAGAN, REV99. N 15.5) 102.74 S89'58'43"W FD IP 921.6 (921.6) DATE: At- 34 - BOLD' -(',TIONS DIVISION I hereby certify that this is a true and correct representation of a tract as shown hereon. As prepared by me this 28THday of ULY 2009. RUSSELL P. DAMLO and described inn. Reg. No. 19086 Date: City atEapi 3830 Pilot Knob Road Eagan MN 55122 Phone: (651) 675-5675 Fax: (651) 675-5694 Tenant: r Use BLUE or BLACK Ink Permit #: 3 Permit Fee: Date Received: Staff: 30,6 2010 RESIDENTIAL PLUMBING PERMIT APPLICATION //31f Site Address: -710 ✓Y)�LS/1 01A-Kcos Pldt�er' Suite #: RESIDENT / OWNER Name: 11111,,c (,/ 5 k ((i Pio Phone: ej Address / City / Zip: '7 i0 iifft J CPI"_ CONTRACTOR Name: ✓rx/ 5 P/UA'mbir /11 L Licensee #: ( 7 yW C, - Pm Address: 150 30 G idion ilve • City: Ili -Si 5 State: TI% Zip: 55033 Phone: ( 1' Y31—T97 L Contact: MO wti,Lr Email: av).61il./-i1,(6 3/71a IL COM TYPE OF WORK x New Replacement Repair Rebuild Modify Space Work in R.O.W. _ _ _ Description of work: PERMIT TYPE RESIDENTIAL Water Softener Water Heater Add Plumbing Fixtures (_ Main / _ Lower Level) X }( Lawn Irrigation (_ RPZ / PVB) Water Turnaround Septic System New Abandonment RESIDENTIAL FEES: $50.50 Minimum Water Heater, Water Softener, or Water Heater and Softener (includes $.50 State Surcharge) $30.50 Lawn Irrigation $50.50 Add Plumbing *Water Turnaround $100.50 Septic System $90.50 Fire Repair (replace (includes $.50 State Surcharge) Fixtures, Septic System Abandonment, Water Turnaround* (includes $.50 State Surcharge) (add $166.00 if a 5/8" meter is required) New ($10.00 per as built) (includes County fee and $.50 State Surcharge) burned out appliances, ductwork, etc.) (includes $.50 State Surcharge) TOTAL FEES $ 30.50 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 1 hereby acknowledge that this information is complete and accurate; that the work will be in conformance with the ordinances and codes of the City of Eagan; that I understand this is not a permit, but only an application for a permit, and work is not to start without a permit; that the work will be in accordance with the approved plan in the case of work which requires a review and approval of plans. x MA((( (»4'' Applicant's Printed Name Applicant's Signature FROM Send to: CIW OF EAGAN Attention: BUILDING INSPECTION Office Location: Fax Number: 6516755694 U Urgent CI Reply ASAP U Please comment U Please Review CI For your information Total pages, including cover 1 Comments;, RE; 710 MARSH COURT FARMINGTON PLUMBING AND HEATING IS NOT DOING THE PLUMBING INSTALLATION FOR THE ABOVE LISTED ADDRESS THANKS DANIEL LTHELEN A .::1HN r r N I: �+y�� j.: Y AN .i) ITEM. 1 1:N( FAX NO. 21034 CHIPPENDALE AVE FARMINGTON MN 55024 PH 651- 463 -7824 FX 651- 463 -7835 From: DAN Date: 10 -14-09 Office Location: Phone Number Oct. 14 2009 04:49PM P1 t3 9720? go.Sa Pi- '?o 7/0 9b 7f l gp,SO ~.ite Ilse -w g° 0 cityofaii 1-14 Permit Permit Fee: 3830 Pilot Knob Road Eagan MN 55122 Date Received: - G 0 6 20091 Phone: (651) 675-5675 Fax: (651) 675-5694 Staff: (7V 2009 J rte1 RESIDENTIAL BUILDING PERMIT APPLICATION "7/0 Date: G 3-0 Site Address: rz7- Tenant: Lo- / Y IGC ~ J Suite RESIDENT / OWNER Name: Phone: Address /City / Zip: Applicant is: Owner Contractor TYPE OF WORK Description of work: i.c1 r " Construction Cost: Zeo'(Doe'j UU Multi-Family Building: (Yes / No X) CONTRACTOR Name: License Ql3 Z Z Address: City: State: Zip:c Phone: _ - 2 Y3Z' 33 `1'3 Contact Person: COMPLETE THIS AREA ONLY IF CONSTRUCTING A NEW BUILDING Minnesota Rules 7670 Category 1 Minnesota Rules 7672 Energy Code • Residential Ventilation Category 1 Worksheet • New Energy Code Worksheet Category Submitted Submitted (J submission type) • Energy Envelope Calculations Submitted In the last 12 months, has the City of Eagan issued a permit for a similar plan based on a master plan? _ _Yes XNo If yes, date and address of master plan: Licensed Plumber: Phone: Zoe, 1" 40 _ 7 9 7-4 Mechanical Contractor: Phone: 952 4.L- S f ZLl Sewer & ater C ntracto 1-2 k E ~GA? e"7- a Phone: 6S/- 43-7 (,171 ;2 Or NOTE. Plans ?anddsupporting docum4,epts that you su mit are considered>'to be; public information "Portions of the information maybe classified as non public ?f•}~"ou'provibe specifi reasons that would permit the- City to co dthCle_tha'tthey are teade'secrets. I hereby acknowledge that this information is complete and accurate; that the work will be in nform nce t the ord ances and codes of the City of Eagan; that I understand this is not a permit, but only an application for a permit, and is no to s rt 'thout permit; that the work will be in accordance with the approved plan in the case of work which requires a review and app al p n . x 2-,~ C) x 1 2 ~r &-7/-/Z &2~zcl_ Applicant's Printed Name A I Page 1 of 3 DO NOT WRITE BELOW THIS LINE SUB TYPES _ Foundation _ Fireplace _ Porch (3-Season) _ Storm Damage Single Family _ Garage _ Porch (4-Season) _ Exterior Alteration (Single Family) Multi _ Deck _ Porch (Screen/Gazebo/Pergola) _ Exterior Alteration (Multi) _ 01 of - Plex _ Lower Level _ Pool _ Miscellaneous 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 kftC If MCES System Plan Review Code Edition 44 N"07 SAC Units (25%_ 100%~[J Zoning City Water Census Code Jw / O ) Stories Booster Pump # of Units Square Feet PRV # of Buildings Length _ 47- d Fire Sprinklers Type of Construction Width REQUIRED INSPECTIONS Footings (New Building) Sheetrock Footings (Deck) Final I C.O. Required Footings (Addition) Final / No C.O. Required Foundation HVAC Drain Tile Other: Roof: _Ice & Water Final Pool: _Footings Air/Gas Tests -Final Framing Siding: -Stucco Lath -Stone Lath -Brick Fireplace: Rough In FAir Test Final Windows Insulation Retaining Wall Meter Size: Erosion Control Reviewed By: Building Inspector RESIDENTIAL FEES A-e 0-3t) Base Fee / 1V SV = Jq D G Surcharge Plan Review MCES SAC I ' (7 City SAC Wv I , 19,0q Utility Connection Charge S&W Permit & Surcharge 7~ S~,~V Treatment Plant Copies TOTAL 1 J''ON~~ ( 5'~V3 LOT SURVEY CHECKLIST FOR RESIDENTIAL p BUILDING PERMIT APPLICATION PROPERTY LEGAL: Lt 9, a, c-K /''la.,~'<h le DATE OF SURVEY: LATEST REVISION: d ca a U O z DOCUMENT STANDARDS X ? ? • Registered Land Surveyor signature and company X, ? ? • Building Permit Applicant erg' ? ? • Legal description ,pf ? ? • Address ? ? • North arrow and scale % ? ? • House type (rambler, walkout, split w/o, split entry, lookout, etc.) ? ? • Directional drainage arrows with slope/gradient % ,0` ? ? • Proposed/existing sewer and water services & invert elevation ? ? • Street name p' ? ? • Driveway (grade & width - in R/W and back of curb, 22' max.) 9' 0 ? • Lot Square Footage 21' ? ? • Lot Coverage ELEVATIONS Existing ? ? • Property corners ,Z ? ? • Top of curb at the driveway and property line extensions ? Z ? • Elevations of any existing adjacent homes ? ? • Adequate footing depth of structures due to adjacent utility trenches ? A ? • Waterways (pond, stream, etc.) Proposed ? ? • Garage floor ? ? • Basement floor ? ? • Lowest exposed elevation (walkout/window) ? ? • Property comers ? ? • Front and rear of home at the foundation PONDING AREA (if applicable) ? 7 ? • Easement line ? ? • NWL ? J2 ? • HWL ? e' ? • Pond # designation ? A ? • Emergency Overflow Elevation ? 12 • Pond/Wetland buffer delineation Y • Shoreland Zoning Overlay District Y • Conservation Easements DIMENSIONS % ? ? • Lot lines/Bearings & dimensions ? ? • Right-of-way and street width (to back of curb) ? ? • Proposed home dimensions including any proposed decks, overhangs greater than 2', porches, etc. (i.e. all structures requiring permanent footings) ? ? • Show all easements of record and any City utilities within those easements ,B ? ? • Setbacks of proposed structure an ey d setback of adjacent existing structures ,rr( ? 0 • Retaining wall requirements: Reviewed By: Date G:/FORMS/Building Permit Application Rev. 11-26-04 w CONSULTING ENGINEERS, METRO CLASSIC HOMES ROBE PLANNERS and LAND SURVEYORS PROJECT NO. 14352.00 ENGINEERING COMPRNY, INC. L_ 1000 EAST 146th STREET, BURNSVILLE, MINNESOTA 55337 PH 432-3000 CERTIFICATE OF SURVEY Legal Description: LOT 9, BLOCK 1, MARSH COVE, DAKOTA COUNTY, MINNESOTA. 927.0 DENOTES EXISTING ELEVATION (927.6) DENOTES PROPOSED ELEVATION INDICATES DIRECTION OF SURFACE DRAINAGE (928.00) = FINISHED GARAGE FLOOR ELEVATION 920.26 BASEMENT FLOOR ELEVATION 928.33 = TOP OF FOUNDATION ELEVATION SCALE : 1 = 30' LOT AREA: 13,099 SQ.FT. HOUSE AREA: 2,140 SQ.FT. (INCLUDES PORCHES) _C~G'c ~j21 L) V r- COVERAGE=16.3% HOUSE TYPE: 2 STORY-FBWO ADDRESS: 710 MARSH CT. BENCHMARK: TNH AT LOT 8 & 9 ELEV. = 923.48 L 3:1 Me.Y!mum slopes or'RetainingWall Will _ MARSH COURT MH Be Required 920.74 925.6649 NSTALL C-ROS! N • BLANKET O OD 920.81 TC 923.23TC 924.04TC 9TC 925.84 TIC o TNH=923.48 99 R=52 . 00 920.8 IP 922.3 0 3.1 FD IP926.5 o_ INV=913 7 (926.5) (921.3) X 5 . X 5. • Ind x- 22.3 923.7 t 26.7 .4 M ao P cv 925 o N X (927.6) (927.6) T o EN 31.2 II rn 927.1 927:0 ai M M 931.2 00 Cli 00 4 = 0 (927.6) 0 20.00 . 12.00 20.00 (927.6) 8.0 927.3 c GARAC14 rl- GE `n 926.5 POR ° 10.6 g cv cl~ ~ 0 rn 15.00 R o ao 931.: p WA 4 25.07 L. 21.33 a 10.67 X rn W X 1 0 j PROPOSED N HOUSE o (927.6) N~ r-- I- ID 0 918.7 919.6 0) CD 04 . Z U o 47.00 X o ( < 306 j Z 16.83 r 0 U (0 919.0 OW.Oo 919.3 ]ON-cm-i V)X Q 6N (9198) ~NPOR~)~ (919.8) o;4- a) 923.8 ~ X L14.o J 917.7 LOT916 9 / M 914.6 F- r•1• I f S DRAINAGE AND 919.7 UTILITY EASEMENT 5 -...ZS 914.9 i8 921.0 TREE LINE N N ~o V 1F'DIP FDIP 915.5 102.74 921.6 (91.5.5) S89'58'43"W (921.6) co I hereby certify that this is a true and correct representation of a tract as shown and described hereon. As prepared by me this ?THday of ULI 2009. inn. Reg. No. 19086 RUSSELL P. DAMLO +a+rrs -OWN -I .,.Nw 1 i �S 1 +r t f v L M1 y4 gg t L i. FULL SERVICE PR INTING CONCEPT THROUGH 4-CO LOR iRVe @a ttg!obal =a =F X 651 451 -11 6 BF.F� 65 36 FA X rt A s,: design #:53448 U //r444. 4126120311' * * * Take this sheet to the Building Materials desk to purchase your materials. * * * You selected a 2 level deck with: Pressure Treated Framing Material 6 x 6 Framing Posts Redwood Solid UltraDeck Rustic Poured Footings 12" Tube 4' deep Plastic T -Clips with Screws Galvanized Framing Fasteners Cladding Handrail selections: 36" T Handrail to Joist Railing 2" x 2" x 42" Cedar Spindles, Beveled 1 End 4" x 4" x 48" Cedar Railing Posts 2" x 6" Cedar Hand Rail EA CAN Below is a section of the railing style and R E c:_wEntions you have selected for your deck. BY: DATE: —/61 BUILDING BUILDING l ':CTIONS DIVISI APPROVED PLANS MUS! REMAIN ON JOB SITE Spindle placement is approx. 4" apart depending on style You may buy all the materials or any part at low cash and carry prices. Because of the wide variable in codes, Menards cannot guarantee that materials listed will meet your code requirements. Check with your local municipality for plan compliance and building permit. These plans are suggested designs and material lists only. Some items may vary from those pictured. We do not guarantee the completeness or prices of these struc es. Tax, labor and delivery not included. Stairs of four or more risers shall have a graspable handrail between 34" & 38" measured vertically from the nose of the tread. 0ablL VAII STAIRS SHALL BE PROVIDED WITH ILLUMI THE IMMEDIATE VICINITY OF TH STAIR TREADS AND RISERS? « 7 % MAXIMUM RISER TREAD « 10" MINIMUM TREAD DEPTH WALKING SURFACE G ABOVE AREA BELOW '! c� UARDRAILS MINIMUM 36" IN HEIGHT AND DESIGNED SUCH THAT A 4" SPHERE WILL NOT PASS THROUG Illustratio a,. tended to show general d °... size and shape. Some options selected may not be shown for picture clarity. Today's cost for materials estimated in this design with o tions:$5 973.06 Y 9 p *The base price includes: 40 PSF deck live Toad, AC2 treated - horizontal 2x6 *(BASE price): $1995.80 deck boards, 4x4 posts, 2x8 joists and beams, galvanized framing fasteners, *"*If purchased today you save: $464.63'AC2 treated 36" Vertical handrail to joist without posts, and premium screws. **'`Monthly BIG Card Payment would be: $167.74*'"` Design #:53448 4/26/2010 613 -lc@ * * * Take this sheet to the Building Materials desk to purchase your materials. * * * Level 1: 24' x 14' 10' off the ground Horizontal Decking 2" x 10" Joists 2 ft cantilever on joists 2" x 10" Beams 2 ft cantilever on beams 40 PSF Deck Live Load Level 2: 4' x 4'-1" 5' off the ground Horizontal Decking 2" x 10" Joists 2 ft cantilever on joists 2" x 10" Beams 2 ft cantilever on beams 40 PSF Deck Live Load Today's cost for materials estimated in this design with options $5973.06 *(BASE price): $1995.80 ***If urchased today, you save: 454.53*' Monthly BIG Card Payment would be: $161.74*** *The base price includes: 40 PSF deck live load, AC2 treated - horizontal 2x6 deck boards, 4x4 posts, 2x8 joists and beams, galvanized framing fasteners, AC2 treated 36" Vertical handrail to joist without posts, and premium screws. w 0 a Posts Post and Beam Dimension Sheet Design# 53448 (13—)90 24' 1'-2" 5'-9" 5'9" 5'-9 1 4!1 9"" 1'-7" 2'-11" ti ng{ W!!!S1" Pr Aiiwrl!r^ s � a 6 di 6/ a 4.6iS EV'Eh W ti ca 11, -7774+ p %R ami_ 71:71c E N c:E=a)sEWC112--C! :97.=•.1._,C7)(=:-- II O> O > • •U'No�_�a)U a)=�iv ()i c: a))—= a) cv us �•->PGI C.> sa)a) Q m•N els.: 0 —C (0V4)c U C. -0O Oma:. c 0 »c co T0) c Du o• 0; C0 E 0) al:___ o7Ea, .caE 0_ 0 �* - (0- - = c -c CIIU—c,":„1 00 C.O.) bei � C = 0) Cll(0 CJ O O Layout dimension sheets are intended as a construction aid. Not all options selected are shown zct 0 0 - Posts Posts Post and Beam Dimension Sheet Design# 53448 11'-4" 8" r 8" 7'4" 2'-8" I;,::4:::444444::::44444::444::•144 »:444:::4se.................................................... . • • • • • • • ifW :•l•:::.•, ANN Layout dimension sheets are intended as a construction aid. Not all options selected are shown. Mark Length Beam Layout for Your Deck The Scale is 1/8°:1' Design# 53448 Description A B 19'7" 2-2x10 Micropro Treated 4'5" 2-2x10 Micropro Treated -> � c 2 :::: =E• a 1-Cal:::.13-1,...--C.:3>.;):::31:3:>. O *-c!::-:,--;:' � O,C fn'CsX U_a3 O�,O~ a)� N N.y( C6 -F U V N mE�4 CD U a moo) • d'N% Q N O'O (1) LUNO, (0 N anti. Q N U E c O � � O.. • CB G, �•N � u -c as =•moi--= CII al :a; al E div a E _cc�-c)o = ca-azs 7o -9 ' ,,,_ ›..... co a>, CQ U3. Co E • c >- c c CD N M Layout dimension sheets are intended as a construction aid. Not all options selected are shown.T Beam Layout for Your Deck The Scale is 1":1' Design# 53448 c c Mark Length Description c 4' 4-2x10 Micropro Treated Layout dimension sheets are intended as a construction aid. Not all options selected are shown. Joist Layout for Your Deck The Scale is 118":1' Design# 53448 Mark Length Description Usage A 13'9 14-2x10 Micropro Treated Joist B 7'9" 3-2x10 Micropro Treated Joist C 20' 1-2x10 Micropro Treated Ledger D 3'9" 1-2x10 Micropro Treated . Ledger E 7'10-1/2" 1-2x10 Micropro Treated Rim joist F 4'6-1/2" 1-2x10 Micropro Treated Rim joist G 5'10-1/2" 1-2x10 Micropro Treated Rim joist H 19'7" 1-2x10 Micropro Treated Rim joist 13'10-1/2" 1-2x10 Micropro Treated Rim joist Joists to be on 16" centers. Joists to be hung from the ledger with joist hangers. Joists to be toe -nailed to beams with 3-1/2" (16d) galvanized nails. Rim joists to be face -nailed to joists & ledgers with 3-1/2" (16d) galvanized nails. Y bracing is estimated, but not shown. Blocking and bridging may be required by your local code. Layout dimension sheets are intended as a construction aid. Not all options selected are shown. Joist Layout for Your Deck The Scale is 1":1' Design# 53448 B C A A C B Mark Length Description Usage A 3'10" 2-2x10 Micropro Treated Joist B 4' 2-2x10 Micropro Treated Rim joist C 3'10" 2-2x10 Micropro Treated Rim joist Joists to be on 16" centers. Joists to be toe -nailed to beams with 3-1/2" (16d) galvanized nails. Rim joists to be face -nailed to joists & ledgers with 3-112 (16d) galvanized nails. Y bracing is estimated, but not shown. Blocking and bridging may be required by your local code. 613143 >41 T U1 :174Q.. C6 y;,. N•� E o. cEa>> N U O• ���C -O� C� O O�C-X o� tel- v°�iU � ami = 0) C mEas= t/j• = N V cry. _- 0 CQU 0)N 4h V �,:? C O O ' N>'a+0 o'= U) CD E :: 0 0 0) ca.70 • 0_ cnEw -1-5 ct-to- :,-D- =�72 03 6 c; >- as . s a E 0) E . 9 O� O•g > =0 =co: OC60 Layout dimension sheets are intended as a construction aid. Not all options selected are shown. BUILDING PLANNING TABLE R301.5 MINIMUM UNIFORMLY DISTRIBUTED LIVE LOADS (in pounds per square foot) USE LIVE LOAD Attics with limited storageb' g' h 20 Attics without storageb 10 Decks' 40 Exterior balconies 60 Fire escapes 40 Guardrails and handrailsd 200' Guardrails in–fill components 50 Passenger vehicle garages' 50a Rooms other than sleeping rooms 40 Sleeping rooms 30 Stairs 40c For SI: 1 pound per square foot = 0.0479 kPa, 1 square inch = 645 mm2, 1 pound = 4.45 N. a. Elevated garage floors shall be capable of supporting a 2,000 -pound load applied over a 20 -square -inch area. b. Attics without storage are those where the maximum clear height between joist and rafter is less than 42 inches, or where there are not two or more adja- cent trusses with the same web configuration capable of containing a rectan- gle 42 inches high by 2 feet wide, or greater, located within the plane of the truss. For attics without storage, this live load need not be assumed to act concurrently with any other live load requirements. c. Individual stair treads shall be designed for the uniformly distributed live load or a 300 -pound concentrated load acting over an area of 4 square inches, whichever produces the greater stresses. d. A single concentrated load applied in any direction at any point along the top. e. See Section R502.2.1 for decks attached to exterior walls. f. Guard in -fill components (all those except the handrail), balusters and panel fillers shall be designed to withstand a horizontally applied normal load of 50 pounds on an area equal to 1 square foot. This load need not be assumed to act concurrently with any other live load requirement. g. For attics with limited storage and constructed with trusses, this live load need be applied only to those portions of the bottom chord where there are two or more adjacent trusses with the same web configuration capable of containing a rectangle 42 inches high or greater by 2 feet wide or greater, located within the plane of the truss. The rectangle shall fit between the top of the bottom chord and the bottom of any other truss member, provided that each of the following criteria is met: 1. The attic area is accessible by a pull-down stairway or framed opening in accordance with Section R807.1; and 2. The truss has a bottom chord pitch less than 2:12. h. Attic spaces served by a fixed stair shall be designed to support the minimum live load specified for sleeping rooms. i. Glazing used in handrail assemblies and guards shall be designed with a safety factor of 4. The safety factor shall be applied to each of the concen- trated loads applied to the top of the rail, and to the load on the in -fill compo- nents. These loads shall be determined independent of one another, and loads are assumed not to occur with any other live load. 6)31 Lib TABLE R301.6 MINIMUM ROOF LIVE LOADS IN POUNDS -FORCE PER SQUARE FOOT OF HORIZONTAL PROJECTION For SI: 1 square foot = 0.0929 m2, I pound per square foot = 0.0479 kPa, 1 inch per foot = 83.3 mm/m. TABLE R301.7 ALLOWABLE DEFLECTION OF STRUCTURAL MEMBERSe,b,° STRUCTURAL MEMBER TRIBUTARY LOADED AREA IN SQUARE FEET FOR ANY STRUCTURAL MEMBER ROOF SLOPE 0 to 200 201 to 600 Over 600 Flat or rise less than 4 inches per foot (1:3) 20 16 12 Rise 4 inches per foot (1:3) to less than 12 inches per foot (1:1) 16 14 12 Rise 12 inches per foot (1:1) and greater 12 12 12 For SI: 1 square foot = 0.0929 m2, I pound per square foot = 0.0479 kPa, 1 inch per foot = 83.3 mm/m. TABLE R301.7 ALLOWABLE DEFLECTION OF STRUCTURAL MEMBERSe,b,° STRUCTURAL MEMBER ALLOWABLE DEFLECTION Rafters having slopes greater than 3/12 with no finished ceiling attached to rafters L/180 Interior walls and partitions H/180 Floors and plastered ceilings L/360 All other structural members 11240 Exterior walls with plaster or stucco finish H/360 Exterior walls—wind loadsa with brittle finishes L/240 Exterior walls—wind loads' with flexible finishes L/120 Note: L = span length, H = span height. a. The wind load shall be permitted to be taken as 0.7 times the Component and Cladding loads for the purpose of the determining deflection limits herein. b. For cantilever members, L shall be taken as twice the length of the cantilever. c. For aluminum structural members or panels used in roofs or walls of sun - room additions or patio covers, not supporting edge of glass or sandwich panels, the total load deflection shall not exceed L /60. For sandwich panels used in roofs or walls of sunroom additions or patio covers, the total load deflection shall not exceed L/120. R301.8 Nominal sizes. For the purposes of this code, where dimensions of lumber are specified, they shall be deemed to be nominal dimensions unless specifically designated as actual dimensions. 46 2006 INTERNATIONAL RESIDENTIAL CODE® J Y Page 3 of 6 ESR -1674 TABLE 1—ULTRADECK DECK BOARD SPAN RATINGS DECK BOARD PRODUCT NAME MAXIMUM SPAN' (inches) ALLOWABLE VERTICAL LOAD23.4 (Ibf/ft2) UltraDeck Solid 19 100 UltraDeck Hollow/Reversible 19 100 For SI: 1 inch = 25.4 mm; 1 Ibf/ft2 = 0.0479 kN/m2. 'Maximum span is measured center -to -center of the supporting construction. 2Maximum allowable vertical load is both gravity and uplift, and is adjusted for durability. No further increases are permitted. 'Each deck board shall be installed in accordance with Section 4.2 of this report. 4AIlowable pull-through values of one No. 10 by 21/2 -inch -long (63.5 mm) galvanized deck screw installed in the UltraDeck Solid and Hollow/Reversible deck boards are, respectively, 185 Ibf and 100 Ibf (823 N and 445 N). TABLE 2—MAXIMUM STAIR TREAD SPANS FOR ULTRADECK DECK BOARD ULTRADECK DECK BOARDS USED AS STAIR TREADS MAXIMUM SPAN1.2 (inches) UltraDeck Solid 12 UltraDeck Hollow/Reversible 12 For SI: 1 inch = 25.4 mm; 1 lbf/ft2 = 0.0479 kN/m2. 'Maximum span is measured center -to -center of the supporting construction. 2Based on a minimum 2 -span installation. TABLE 3—ULTRADECK RAILING INSTALLATION REQUIREMENTS''2,3,4,5 COMPONENT INSTALLATION REQUIREMENTS Posts Railing posts shall consist of preservative -treated 4 -by -4 solid -sawn wood, having a minimum specific gravity of 0.50. Maximum post spacing shall be 6 feet on center. The UltraDeck Post Sleeve slides over the wood post. The post connection to the supporting structure shall be designed. See Figure 5 for a typical railing post connection detail. Railing system Post spindle A spindle shall be attached to the wood -post sleeve assembly and is called the "post spindle" since it provides the load path from the railing system to the wood posts. The post spindle is installed with a minimum of three No. 9 by 3 -inch -long wood screws: one screw shall be located 5/8 inch from the top of the spindle, the second screw shall be located 3 inches from the top of the spindle, and the last screw shall be located 3 inches up from the bottom of the spindle. Top rail The top rail is they/Z by -25/8 inch handrail member reinforced with the steel insert for its full length. The maximum span of the reinforced top rail shall be 6 feet. The reinforced top rail shall be attached to a post spindle with two No. 8 by 15/cinch-long wood screws, one on each side of the rail. Bottom rail The bottom rail is an inverted 11/2 -by -25/8 -inch handrail member without steel reinforcement. The bottom rail shall be attached to a post spindle with two No. 8 by 15/8 -inch -long wood screws, one on each side of the rail. Bottom -rail -support blocks shall be provided to ensure that the maximum unsupported span of the bottom rail is 3 feet. A 1 -inch -long wood screw shall be installed from inside the groove of the bottom rail into the support block. Spindles Spindle spacer blocks shall be installed in the groove of the top and bottom rails. A spindle is inserted between the top and bottom rail. Each spacer block shall be attached to the rails with one 1 -inch -long wood screw. The length of the spacer block shall ensure the spacing of the spindles is a maximum of 4 inches on center. For SI: 1 inch = 25.4 mm. 'Evaluation of the framing members supporting the guardrail assembly is beyond the scope of this evaluation report. 2AII fasteners shall be installed in predrilled'/cinch-diameter holes, and shall be countersunk. 3Screws used to attach the railing to the supporting structural wood posts shall comply with ANSI/ASME Standard 818.6.1, and shall be hot -dipped galvanized steel or stainless steel in accordance with IRC Section R319.3 when the wood posts are required to be preservative -treated. "The height of the guardrail assembly is 36 inches above the deck surface. 5Refer to Figure 5 for a detail of typical post connection to the supporting framing members, and to Figure 6 for a detail of a typical railing installation. City of Eagan PERMIT 41' City of Eaan Permit Type: Mechanical Permit Number: EA149817 Date Issued: 06/12/2018 Permit Category: ePermit Site Address: 710 Marsh Ct Lot: 9 Block: 1 Addition: Marsh Cove PID: 10-47570-01-090 Use: Description: Sub Type: Residential Work Type: Replace Description: Air Conditioner Comments: Questions regarding electrical permit requirements should be directed to State Electrical Inspector, Mark Anderson at (952) 445-2840. Carbon monoxide detectors are required within 10 feet of all sleeping room openings in residential homes (Minnesota State Fee Summary: ME - Permit Fee (Replacements) $59.00 Surcharge -Fixed $1.00 0801.4088 9001.2195 Total: $60.00 Contractor: Bob Boldt Hvac 7300 Hudson Blvd N Ste 200 Oakdale MN 55128 (651) 454-7760 - Applicant - Owner: Marcus Ploeger 710 Marsh Ct Eagan MN 55123 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 Minnesota Statutes and City of Eagan Ordinances. Applicant/Permitee: Signature Issued By: Signature EAGAN 3830 PILOT KNOB ROAD 1 EAGAN, MN 55122-1810 (651) 675-5675 1 TDD: (651) 454-85351 FAX: (651) 675-5694 buildindinspections(a�cityofeagan.com Date: IVB N©\I2. \ For Office Use 1 I� Permit#: Permit Fee: Date Received: 1/ c2/- rC-- Staff: L 2018 RESIDENTIAL BUILDING PERMIT APPLICATION Site Address: Unit #: _ J Resident/ Owner Type of Work Contractor Name: f fltrtv3 f Ake/a P/Geget Address / City / Zip: "7/0 Marsh L-nvorge. Applicant is: Owner X Contractor Phone: Description of work: ,�a#)44 shows,- /nockkrm/, ✓l Construction Cost: 4t2 wVrst. Multi -Family Building: (Yes / No X ) Company: Z—cfaile.s ,�,. Debt," 'Thivit d -roc. Contact: .101r►y► )e)1,; Address: SAW lLL *% 1}}-. £J• City: Areple Va•Mkcy State: P)ih) Zip: 5s-1214 Phone: C15e1.4714ent Email: 30Vtn1/4:ybcb• bOle. License #: 3C /9/0Z 3 Lead Certificate #: /('�'%— ZC(o'7 /' 1 If the project is exempt from lead certification, please explain why: 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: Mechanical Contractor: Sewer & Water Contractor: Phone: Phone: Phone: Fire Suppression Contractor: Phone: NOTE: Plans and supporting documents that you submit are considered to be public information. Portions of the information may be classified as non-public if you provide specific reasons that would permit the City to conclude that they are trade secrets. You may subscribe to receive an electronic notification from the City of proposed ordinances by signing up for an email update on the City's website at www.citvofeagan.com/subscribe. Exterior work authorized by a building permit issued in accordance with the Minnesota State Building Code must be completed within 180 days of permit issuance. CALL BEFORE YOU DIG. Call Gopher State One Call at (651) 454-0002 for protection against underground utility damage. Call 48 hours before you intend to dig to receive locates of underground utilities. www.gopherstateonecall.orq 1 hereby acknowledge that this information is complete and accurate; that the work will be in conformance with the ordinances and codes of the City of Eagan; that 1 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 • pfahs x Zphh" fYV,1\e . Applicant's Printed Name ApplicSignature DO NOT WRITE BELOW THIS LINE SUB TYPES Foundation Fireplace Single Family Garage Multi Deck 01 of Plex Lower Level WORK TYPES New Interior Improvement Addition Move Building Alteration Replace Retaining Wall DESCRIPTION Valuation Plan Review (25% 100% Census Code #of Units # of Buildings Type of Construction Fire Repair Repair REQUIRED INSPECTIONS Footings (New Building) (� litu sus i7 0/— Porch (3 -Season) Porch (4 -Season) Porch (Screen/Gazebo/Pergola) Pool Occupancy Code Edition Zoning Stories Square Feet Length Width Footings (Deck) Footings (Addition) Foundation Foundation Before Backfill Roof: Ice & Water Final Framing 30 Minutes 1 Hour Fireplace: Rough In Air Test Final Insulation Sheathing Sheetrock Fire Walls Braced Walls Shower Pan Reviewed By: Siding Reroof Windows / Exterior Alteration (Single Family) Exterior Alteration (Multi) Miscellaneous Accessory Building Demolish Building* Demolish Interior Demolish Foundation Egress Window Water Damage *Demolition of entire building — give PCA handout to applicant MCES System SAC Units City Water Booster Pump PRV Fire Suppression Required Meter Size: Final / C.O. Required Final / No C.O. Required HVAC Gas Service Test Gas Line Air Test Hood Pool: Footings Air/Gas Tests Final Drain Tile Siding: Stucco Lath Stone Lath Brick EFIS Windows Retaining Wall: Footings Backfill Final Radon Control Fire Suppression: Rough In Final Erosion Control Other: , Building Inspector RESIDENTIAL FEES Base Fee Surcharge Plan Review MCES SAC City SAC Utility Connection Charge S&W Permit & Surcharge Treatment Plant Copies TOTAL i 0 Page 2 of 3 City of Eagan PERMIT 41' City of Eaan Permit Type: Plumbing Permit Number: EA153193 Date Issued: 11/29/2018 Permit Category: ePermit Site Address: 710 Marsh Ct Lot: 9 Block: 1 Addition: Marsh Cove PID: 10-47570-01-090 Use: Description: Sub Type: Residential Work Type: Alteration Description: Fixtures Meter Size Meter Type Manufacturer Serial Number Remote Number Line Size Comments: Please call Building Inspections at (651) 675-5675 to schedule a final inspection. Carbon monoxide detectors are required within 10 feet of all sleeping room openings in residential homes (Minnesota State Building Code). Fee Summary: PL - Permit Fee (miscellaneous) $59.00 0801.4087 Surcharge -Fixed $1.00 9001.2195 Total: $60.00 Contractor: Diversified Plumbing & Heating Inc 125 E Railroad St Norwood Young Americ MN 55368 (952) 583-9646 - Applicant - Owner: Marcus Ploeger 710 Marsh Ct Eagan MN 55123 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 Minnesota Statutes and City of Eagan Ordinances. Applicant/Permitee: Signature Issued By: Signature