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2146 River Valley Lane 6t16/16 ,2 -- 69 , Use BLUE or BLACK Ink PL- /q/6.'e —/` yc 0 v r For Office Use ii CityofE 4 c P e:� 0% . 3830 Pilot Knob Road ��Z/'6> Permit F e 5 ,- Eagan MN 55122 MARDate Received: .1► /` ` Phone: (651)675-5675 1 "'vi? V/ Fax: (651)675-5694 Staff: rM .. 2016 RESIDENTIAL BUILDING PERMIT APPLICATION Date: 3/14/2017 site Address: 2146 River Valley Lane Unit#: Pinehurst /' %,�� Name: CalAtlantic Homes Phone: (952) 229-6009 !,T,--_,1:!!13!! Address Address/City/zip: i 7599 Anagram Drive / Eden Prairie / 55344 j'_ ! : I, :-.....;,: :44,::,,4- tyl,:!,,:4.- Applicant is: Owner ✓ Contractor / tit/ g 1 Multi-family residence L ,q (�O WJE T Description of work: s " $ 145,000 ✓ ,No rj Construction Cost: Multi-Family Building: (Yes ) ' company: CalAtlantic Homes Contact: Kurt Niska rra Address: 7599 Anagram Drive City. Eden Prairie §'':i-nii , state: MN zip: 55344 Phone: (952) 229-6009 Email: Kurt.Niska@calatl.com " '''' BC700385 ,;'„i ' . License#: Lead Certificate#: If the project is exempt from lead certification, please explain why: The building was constructed after 1978. 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: 11/16/2016, 3850-3870 Cedar Grove Parkway Licensed Plumber: Elander Mechanical, Inc. Phone: (952) 445-4692 Mechanical Contractor: Elander Mechanical, Inc. Phone: (952) 445-4692 Sewer&water Contractor: Miller Brothers Excavating Phone: (763) 420-9170 Fire Suppression Contractor: Fire Suppression Services, LLC Phone: (763) 277-8960 OT�I i"r + X x rtiing C %�'6'at: , ai„t�y a sub mit are considered ;• e' 4-.6--''''';',(1,,:-.?-:' • a I .,• •, •A • S',iiii, _ tfi+e inform ®n a bclassifiedas;ino -p blfc iif; Cou p�'vi de specific re s ,l," ould,per ity o G '� -concludertiet�!aretr t '� ��_ „. =Y. CALL BEFORE YOU DIG. Call Gopher State One Call at(651)454-0002 for protection against underground utility damage. Call 48 hours before you intend to dig to receive locates of underground utilities. www.gopherstateonecall.orq I hereby acknowledge that this information is complete and accurate; that the work will be in conformance with the ordinances and codes of the City of Eagan; that I understand this is not a permit, but only an application for a permit, and work is not to start without a permit; that the work will be in accordance with the approved plan in the case of work which requires a review and approval of plans. 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. x Kurt Niskart,;(---7,-r, ,,,,:-j 1 x ��,,_ Applicant's Printed Name Applicant's Signature Page 1 of 3 /L�Lp t (k.-/. )JIif DO NOT WRITE BELOW THIS LINE /Z//‘ '2" ---)- SUB TYPES Foundation _ Fireplace — Porch (3-Season) _ Exterior Alteration (Single Family) Single Family _ Garage _ Porch (4-Season) _ Exterior Alteration (Multi) Multi _ Deck _ Porch (Screen/Gazebo/Pergola) _ Miscellaneous ? 01 of 4 Plex Lower Level Pool _ Accessory Building WORK TYPES ) New _ Interior Improvement _ _ Demolish Building* �`( Siding 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 \ I% k e Occupancy ,�,., ,, MCES System Plan Review Code Edition '' SAC Units (25% /( 100%_) Zoning City Water Census Code Stories Booster Pump #of Units Square Feet X' PRVY. #of Buildings i Length Fire Suppression Required X Type of Construction art, Width PIA REQUIRED INSPECTIONS (/ Footings (New Building) Meter Size: 4 Footings (Deck) X Final/C.O. Required Footings (Addition) I Final/No C.O. Required )C. Foundation HVAC—Gas Service Test Gas Line Air Test Roof:—Ice &Water —Final Pool: —Footings —Air/Gas Tests —Final )c Framing 30 Minutes 1 Hour Drain Tile X. Fireplace: l' Rough In 'y(, Air Test J`°Final Siding:—Stucco Lath ►,�- � j _Brick Insulation Windows will Sheathing Retaining Wall: —Footings—Backfill Final -1 — y. Sheetrock X Radon Control Fire Walls ✓� Fire Suppression:—Rough In—Final Braced Walls Erosion Control Shower Pan Other: Reviewed By: l'I' , Building Inspector RESIDENTIAL FEES "` 32 Base Fee /5 C'(4iv fiW t,? ca Surcharge 63 t -?i f .,y f `" ,C ' 101 Plan Review *� MCES SAC Al "` a41Y s , ( 0,7 Vj City SAC � � � Utility Connection Charge {{af S&W Permit& Surcharge �.,,4 41) ) `1 7 /05 rix A ]�. Treatment Plant Copies 06 ,, t., TOTAL 1 Page 2 of 3 New Construction Energy Code Compliance Certificate Per R401.3 Certificate.A building certificate shall be posted on or in the electrical distribution panel.- Date Certificate Posted COPY OF THIS DOCCUMENT WILL BE POSTED ON THE PLENTUM OF FURNACE 3/14/2017 Mailing Address of the Dwelling or Dwelling Unit: City: UAT T wN7PTC2146 River Valley Lane-Pinehurst Eagan Name of Residential Contractor: MN License Number HOMES CalAtlantic Homes BC700385 THERMAL ENVELOPE RADON CONTROL SYSTEM Type:Check All That Apply X Passive(No Fan) Active(With fan and monometer o or other system monitoring c device) m o N Location(or future location)of Fan: _ � a m c o -o 2 a, If fan is required;Attic.1 3 z U m g 0 0 0 0 Q m m a (..) - l0 C YO gl 4! p a) i `e Insulation Location z U O w o o an E E a a a Q • z iT iT u. u_ 2 ¢ it Other Please Describe Here Below Entire Slab X Foundation Wall R-15 X 8402.2.8,Exception;a.R-10-by plan Perimeter of Slab on Grade X Rim Joist(1st Floor) R-20 X Rim Joist(2nd Floor+) R-20 X Wall R-21 X Ceiling,flat R-49 X Ceiling,vaulted R-49 x Bay Windows or cantilevered areas R-30 X Floors over unconditioned area R-38 x Describeother insulated areas Building envelope air tightness: Duct system air tightness: Windows&Doors Heating or Cooling Ducts Outside Conditioned Spaces Average U-Factor(excludes skylights and one door)U: 0.29 X Not applicable,all ducts located in conditioned space Solar Heat Gain Coefficient(SHGC): 0.32 R-value MECHANICAL SYSTEMS Make-up Air Selecta Type Appliances Heating System Domestic Water Cooling System Heater Not required per mech.code Fuel Type NATURAL GAS ELECTRIC ELECTRIC Passive Manufacturer LENNOX RHEEM LENNOX X Powered Interlocked with exhaust device. Model ML193UH045XP24 PROE502RH91 13ACXN018 Describe: Input in 44000 Capacity in 50 Output 1.5 Other,describe: Rating or Size BTUS: Gallons: in Tons: AFUE.or 93 SEER 13 Location of duct or system: Efficiency HSPF% /EER Residential Load Heating Loss Heating Gain Cooling Load ERV in Mechanical Room Calculation 36374 13712 16060 Cfm's "round duct OR MECHANICAL VENTILATION SYSTEM "metal duct Describe any additional or combined heating or cooling systems if installed:(e.g.two furnaces or air Combustion Air Select a Type source heat pump with gas back-up furnace): X Not required per mech.code Select Type Passive Heat Recover Ventilator(HRV) Capacity in cfms: Low: High: Other,describe: X Energy Recover Ventilator(ERV)Capacity in cfms: Low: 50 High: 140 Location of duct or system: X Balanced Ventilation capacity in cfms: Mechanical room Location of fan(s),describe: Cf m's Capacity continuous ventilation rate in cfms: 6" "round duct OR Total ventilation(intermittent+continuous)rate in cfms: "metal duct PJ" wrightsoft Component Constructions Job: Date: 2015 Entire House By: Elander Mechanical Inc Plan: PINEHURST 700 Valley industrial Circle South,Shakopee,MN 55379 Phone:952-445-4692 Fax 952-496-2092 s .,r<, .r � .�.-��l�� �. -�-�•,� - •Y-..� 'r'.'¢..�� z �-Tc'T' G ..�, ?-d . . a RWI:V �l t - _. fir:ectin: otmationn ter .. = _ .. - s_. a For: Ryland Homes l " at M : �f esg,notd tkh .rr::; M a11 : .-. Location: Indoor: Heating Cooling Minneapolis-St Paul Intl Arp, MN, US Indoor temperature (°F) 70 72 _ Elevation: 837 ft Design TD (°F) 85 16 Latitude: 45°N Relative humidity (%) 50 50 Outdoor: Heating Cooling Moisture difference(gr/lb) 54.5 37.9 Dry bulb(°F) -15 88 Infiltration: Daily range(°F) - 18 ( M ) Method Simplified Wet bulb(°F) - 72 Construction quality Tight Wind speed (mph) 15.0 7.5 Fireplaces 0 Construction descriptions Or Area U-value Insul R Htg HTM Loss Clg HTM Gain ft= Btuhlft?'F 62-'F/Bluh Btuh/fl' Btuh Btuhat/ Btuh Walls 12F-Osw:Frm wall,vnl ext,r-21 cav ins,1/2"gypsum board int n 782 0.065 21.0 5.52 4321 1.12 877 fnsh,2"x6"wood frm e 274 0.065 21.0 5.52 1515 1.12 307 s 792 0.065 21.0 5.52 4376 1.12 888 w 422 0.065 21.0 5.52 2332 1.12 473 all 2270 0.065 21.0 5.52 12543 1.12 2546 Partitions 12F-Osw:Frm wall,vnl ext,r-21 cav ins,1/2"gypsum board int 157 0.065 21.0 5.52 866 0.64 100 fnsh,2"x6"wood frm Windows 61k Vinyl Window;NFRC rated(SHGC=0.32) e 107 0.290 0 24.6 2633 34.5 3680 w 108 0.290 0 24.6 2650 34.5 3704 all 214 0.290 0 24.6 5282 34.5 7385 Doors 11JO:Door,mtl fbrgl type w 20 0.600 6.3 51.0 1040 17.1 348 n 19 0.600 6.3 51.0 983 17,1 329 all 40 0.600 6.3 51.0 2023 17.1 677 Ceilings Std Ceiling R-49:Std Ceiling,R-49 836 0.020 49.0 1.70 1421 1.04 869 Floors 20P-38c:Fir floor,frm fir,12"thkns,carpet fir fnsh,r-38 cav ins, 462 0.030 38.0 2.55 1178 0.36 166 gar ovr 22A-tpm:Bg floor,heavy dry or light damp soil,on grade depth 56 1.180 0 100 5617 0 0 2015-Jun-24 07:21:27 „ IF wrightsoftm Right-Suite®Universal 2012 12.1.06 RSU13410 Page 1 ACCN...d\DesktoplHeal Losses 20134Ryland Pinehurst.rup Calc=MJ8 Front Door faces: N LOT SURVEY CHECKLIST FOR RESIDENTIAL 1l BUILDING �/PERMIT APPLICATION PROPERTY LEGAL: b "1 1+ tk C G 'S— / 4 L Til DATE OF SURVEY: 2.1/1/J7 LATEST REVISION: m c / I/L s e'cg -?- O z a DOCUMENT STANDARDS '" VC-be._ • Cl ❑ • Registered Land Surveyor signature and company O' 0 0 • Building Permit Applicant • ❑ ❑ • Legal description ,,el ❑ 0 • Address • 0 0 • North arrow and scale 0' ❑ ❑ • House type(rambler,walkout,split w/o,split entry, lookout,etc.) ig 0 0 • Directional drainage arrows with slope/gradient% 2f" o ❑ • Proposed/existing sewer and water services&invert elevation ❑ ❑ • Street name • ❑ ❑ • Driveway(grade&width-in RNV and back of curb,22' max.) • ❑ 0 • Lot Square Footage ,2( ❑ 0 • Lot Coverage ELEVATIONS Existing y ❑ ❑ • Property corners ,% ❑ ❑ • Top of curb at the driveway and property line extensions ,ef ❑ ❑ • Elevations of any existing adjacent homes Jd ❑ 0 • Adequate footing depth of structures due to adjacent utility trenches ❑ 0 • Waterways(pond,stream,etc.) Proposed ,t 1 ❑ 0 • Garage floor ❑ % ❑ • Basement floor of ❑ ❑ • Lowest exposed elevation(walkout/window) 7 0 0 • Property corners • 0 0 • Front and rear of home at the foundation N • PRV Required PONDING AREA(if applicable) 0 ❑ • Easement line ❑ pc ❑ • NWL ❑ 0 ❑ • HWL ❑ is 0 • Pond#designation ❑ Jir ❑ • Emergency Overflow Elevation ❑ 0 g • Pond/Wetland buffer delineation Y • Shoreland Zoning Overlay District Y • Conservation Easements DIMENSIONS 0 ❑ • Lot lines/Bearings&dimensions ,' ❑ ❑ • Right-of-way and street width(to back of curb) fd ❑ ❑ • 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 0 ❑ ❑ • Setbacks of proposed structure and sideyard setback of adjacent existing structures P1 ❑ ❑ • Retaining wall requirements: G� Reviewed By: Date s//4`/7 G:/FORMS/Cert.of Survey Checklist Rev.3-3-11 • Located in the NE 1/4 of N Certi•ficate of Survey for: Sec. 19, Twp. 27, Rge. 2.. A 3:1 Maximum Slopes or Retaining ining wall Wil CalAtlantic Homes ® • Be mired J House Address: PE toRE- , ' `% 2140-2148 River Valley Lane, Eagan, MN House Model: /q/ 2� -- Fremont D, Ontario G, Newport F, Pinehurst E, Fremont E 10' OFFSET \ I L. \ 6 l BENCHMARK ----5.., _ L l TOP OF SPIKE I / \ 827.6 EL = 827.65 �-, L/( O \ / 1 DETAIL / // \\I 8�r SMH 0',,' r�I ?S7 7 ^ / 10' OFFSET \ 4.# \\ �j \ \ BENCHMARK _ \ // \\ /STC\ \ 5 / `�iS °0//� \ TOP OF SPIKE --\\ / \\ / // /Y 825.5 ° / \ / o ' EL = 826.79 /\ 7 \• - Yo , 41 / \ / \ \ /X�ir // \ 826.1 il \ / \\' \ \ a2j \ 5� �0 \ \ 0 / \\\ /\G�9p���y \\ /// TC5.7\ \\ 827.6 6 �a '? s\ \\ // \ IC, /F� / ?�00 // 826.8 7a 9�p� °'8\ \ \\ // s v\ l�\ J \V / \ .� $2'5.8 �1++� � 'c� '� .�..J' /�\ % /// (�r�\\ / \\\ \\/CE ,�li $o�0,\`9' \°° \ \ /lot to scale) Q /7 (825.9/ 0 6 15 L$' o m S [�� �/ \ / ���\� y" o �0' °+0g 61 0 O.>°:� \ 829.0\ "� \\ (?\\ /7/ °fid E ^ 6at V) \x `Z C / e �/ \ EB O go N° A.% \ c �o< 82 0 826.8 lb 45 ♦ \ �` a 828.5 \ 5'' y\ 6 �,/7SM \ 0 \O ; 0+100 •• \ 1 \ Z i.,/ h\ CBTc ;� 10' �\c1 827.9 9 "O 0` \ 826.0 % X8268 \ 7. \ P \ ��f 7 0/� � _'1 �` '� 6�'�• 2 moo\ g• x$,Lg. /7 , •1+ j\J <' \ 827.3 096, o�• >826.3 \J ?� �9 09\`6�.y'S .�°9s < s' /� \O \826.3 \ 'A-o�o so04 44 \ ,, \ / F , \ \ 06iF , 829.6 J. \ \ / JJ.-7;0 x ,50\ •` \ 3 \ x C,B. /\ / 66° \/// 1°p c 829.3 x. J k1o ��� \x 8295/\ \ / /\ 82 / /\ t s �99F <(\ 83 \\\ // \ // \,,41� C.3 c� O-S. \ / \ P Com\ // J 0 L10 ' o 6. O`P iooQ6♦ \I / \ fLJ \ \ / e �- / Qa�\� �? 6� o \ 4) 0 \ A 4� o .`)s \ \ \ ° r'\ O��� QQ 0 °\ 1 \ C NAIL 828.7 �' \ V3 \ ....• \ \ TC 82 0 �g9�0 100 BC o \\ O \ 830.2 // \ \ x --"" -:-\r-\ / '11 '213.-'46n4.3 ,..:%:P 16j\ Keir . ik5% $6,\ \ ux L -v-7 A f d O x 830.6 .‘1.5‘ LI om took V \ i!4jj(a\cON �\ \ 827.4\ �j.• O . �J'r LO\` 6+$' 828. m \ / \ /\ \r oBE TC \ As (�� - CS 100 C °G'.6,3 ° .830.2 116 4\ \ \ 09 827.4\ 9� o o• �7 \ \ ` -7 \` °Tc \90, JJ �a�-'$ tee �� c� °, 0 • ao% ,' �� ` �' r o 0 / /\ \\ \ $13°‘-') AP c� � ^'\O'O// �,' / \ \ . \ `Ll, \ ��SOD p VOQ .`�;8 X0.6 830.8 \. �x 1.0 x \ , \I \"� zi,Pc, x DOS- \ R �l `` r`\ 3-e, 847.9 * 9�0 10.' ° 830.6x. D 0 ry s\O mop 90 ki \ 0' �\ �\ 1 \J // tia°r° 1 A ` 1$ 5 i°1, cP 09 �`9 By L :L_ 4�.,_d \ xi J X / tie. `��� 1 0°� 6� \o \ �,� \ s Date \\ \ / \ / I'+- ,,11 % \\ x 831.3 \ / \� \ \.I ‹?;9130\k• gyp. + EAGA,N ENGINFIltl1 £i DEPT, \ / Q O�\� \ \828\ 0. 829.9 G +� _ BENCHMARK / \ \ s-, 9�0 /\00 \\p \�r0 x 831.4 TOP OF SPIKE "HYD Denotes Existing Hydrant sc /// \\ \7 STM �� ra92 B ° � 830.0 \\ EL = 831.12 �' k EB Ol \ 0 Denotes Existing Electric Box /\ // ,\ \\628.4 77 f 10' OFFSET Denotes Existing Television Box \ / \ \ �/ ' x 83 BENCHMARK / \ \ / 0 TOP OF SPIKE ElDenotes Existing Telephone Box /77 \ t : / \\ \829.6 EL = 830.01 * Denotes Existing Light Pole 77 ,-O. \ JJ So Denotes Existing Service // \ \ o Denotes Existing Curb Stop / x 000.o Denotes Existing Elevation LEGAL DESCRIPTION: xsoo.o Denotes Proposed Elevation Lots 41 and 42 Lots 41, 42, 43, 44, & 45, Block 1, Denotes Direction of Drainage CEDAR GROVE TOWN/HOMES 1ST v. '- Denotes Drainage & Utility Easement PROPOSED BUILDING ELEVATIONS (per recorded plat) Lowest Floor Elevation: 830.2 ADDITION, Dakota County, Minnesota yi -s Denotes Iron Monument Top of Foundation Elevation: 833.4 s Garage Slab Elevation (at door): 829.5 NOTES: e Bearings shown ore assumed 1. Proposed building site grading is in accordance with the P, GRAPHIC SCALE Lots 43, 44, & 45 grading plans prepared by Alliant Engineering, N 0 10 20 40 last revised 7/28/15. z PROPOSED BUILDING ELEVATIONS 2. Contractor must verify sewer depth. 3. Driveways shown are for graphic purposes only. Final driveway Lowest Floor Elevation: 829.5 design and location to be determined by owner/builder. (IN FEET) Topof Foundation Elevation: 832.7 (11x17 sheet) 4. All building foundation dimensions shown on this survey ne Garage Slab Elevation (at door): 828.8 include exterior foundation insulation widths, if applicable. n1038 5711.010 MEP CalAtlantic Job No. 35050010921 - 35050010925 Refer to final building plans for foundation details. hereby certify to CalAtlantic Homes that this survey, plan or report was prepared by me or under my direct supervision :' () CIarlson and that I am a duly licensed land surveyor under the laws of the State of Minnesota. McCain Dated this 17th day of February, 2017. Signed: rlson McCa'• Inc. 'v ENVIRONMENTAL•ENGINEERING o SURVEYING , • , • 3890 Pheasant Ridge Drive NE, By: : ii Suite 100, Blaine, MN 55449 homas R. Balluff, L.S.Ieg. No. 40361 Phone: 763-489-7900 Fax: 763-489-7959 Peter J. Blomquist, L.S. Reg. No. 51676 n BRAUN Page of cti-c3son4/07 I NTE RTEC Daily Soil Observation Notes Project No.: Date: ,I (_ )c? I 11 ( Report No.: Project Name: 1.LAO Z ILL? �tiwf V. iA-. Project Location: L.0 �i -I S •• 12 , `�- Client: r,_ ( A4 c,k‹, Temp/Weather: Project Manager: ' \- \• '�.` - Time Arrived: Departed: irtAnititt',1,F "'"VOW JAide;310 .,m Areas Observed: O Building Pad O House Pad O Roadway O Pkng/walks 0 Footing 0 Proof Roll 0 Other (describe) Soil report available? 9) Yes ❑ No Report reviewed? 0 Yes k] No Report prepared by: 64,--4_,...., Get copy Benchmark: spc, Benchmark elevation: R/ ,0.-1..,.) Benchmark provided by: ' Finish floor elevation: 1\J s. Bottom of footing elevation: j._ Bottom of excavation elevation: Approved plans available? \!ie ) Specified compaction: Fill source: Oversizing appears adequate? NA 0 Yes 0 No Soils observed agree with Soils report? O Yes O No Soils appear adequate for design loads? O Yes ❑ No Proposed project bearing capacity(psf): Contractor notified of results? ❑ Yes O No Name of person notified: Was a copy of this report left on site? ❑ Yes O No If so, whom was it submitted to? I l/ Wei i f ". 0 i w , 1. i, `jam t 21 ...., 4 , }..,..„, 13.1 t.,1 e., , c.).er-1- .4'0 1 im lir ., . :. , s.,- TI NM III= 1 l { [ j j Notes/Comments: I i I t i 4`1 I b2 'Zi, j Write boil' m elevations, date excavated, oversizing and type of bottom soils on sketch . l Performed By: CReviewed By: Date: This is a preliminary report and is provided solely as evidence that field observations and/or testing was performed. Observations and/or conclusions and/or recommendations conveyed in the final report may vary from,and shall take precedence over,those indicated in a preliminary report. • Providing engineering and environmental solutions since 1957 Use BLUE or BLACK Ink • For Office use 441111' City of Ealall0 Permit#: 1 /0 Permit Fee. 3830 Pilot Knob Road Eagan MN 55122 Date Received: Phone:(651)675-5675 Fax:(651)6T5-5694 Staff: L a 201T FIRE SUPPRESSION �QSYSTEMS PE LANE- RMIT APPLICATION Date: 13'"1O~ 1 Z Site Address: 214 r 111 . V lAc L.L L14'1 ��PMEteaeST a Tenant: ,()j Suite#: Name: CAL �'LAMT I C. 14ONtCS Phone:(WE Z9—40000 Address/City/Zip: 75139 ANA(aRAM. TSR. A••licant Is:Description of work: Owner X Contractor 1�FPa 13D WET ;SYSTE I'4 `.: a ;'; • ;' ;; Construction Cost: 3399C) ' Estimated Com•letion Date: /0 20f 7 1 M}k t Name: C►RE:SLLPPEE t 6!J Si .VI Cis License#: C—145 t�R1tJGE'TiatJ Address: 4 13;x-1-Ex R D. �O. 501t 37 City: =' State: HO Zip: ,5531 I Phone: -74 — 569 —2i8 3 • Contact: 1.7Ah►TE2 Email: 4e-Sti. 4491-"t FIRE PERMIT TYPE WORK TYPE x Sprinkler System(#of heads X New _Addition _Fire Pump Standpipe Alterations ___•Remodel Other ,__Other. DESCRIPTION OF WORK: _Commercial . Residential —Educational FEES $60.00 Permit Fee MinimumContract Value$ 399 0'0 a x.01 Surcharge=Contract Value x$0.0005 =$ Permit Fee If the project valuation is over$1 million,please call for Surcharge =$ Surcharge $100.00 Residential New(includes State Surcharge) $ jock, oQ TOTAL FEE 3/4"Fire Meter-$290.00 =$ Fire Meter _$ /00,00 TOTAL FEE "Requirements:2 complete sets of drawings and specifications,cut sheets on materials and components to be used I hereby apply for a Fire Suppression System permit and acknowledge that the information is complete and accurate:that the Wolk will be in conformance with the ordinances and codes of the City of Eagan and with the Minnesota Building/Fire Codes;that I understand this is rota permit,but only an application for a permit,and work Is not to start without a permit;that the work will be In accordance with the approved pian the case of work which requires a review and approval of plans. . s,,/r ► 'rz xak-a . �. Applicant's Printed Name Appi cant's Signature 1115---i ' 1 FOR OFFICE USE IREQUIRED INSPECTIONS t Hydrostatic Flow Alarm Drain Test L' Rou In i Trip Pump Test Central Station Final Conditions of Issuance: Q— � (1k Permit Reviewed by:, / Date: C� / / City of Carol Address: 2146 River Valley Lane Permit#: 141622 The following items were /were not completed at the Final Inspection on: omplete Incomplete Comments Final grade - 6" from siding Permanent steps— Garage /Q 5 TepS Permanent steps — Main Entry Permanent Driveway Permanent Gas Retaining Wall or 3:1 Max Slope Sod / Seeded Lawn Trail / Curb Damage Porch f� Lower Level Finish V' IVs`55/441 13,7 *() )Z44 Deck Fireplace • Verify with your builder that roof test caps from the plumbing system have been removed. • Turn off water supply to the outside lawn faucets before freeze potential exists. • Call the Engineering Department at (651) 675-5646 prior to working in the right-of-way or installing an irrigation system. Building Inspector: l 1) cfv1 /11 I�� G:\Building Inspections\FORMS\Checklists PERMIT City of Eagan Permit Type:Plumbing Permit Number:EA167019 Date Issued:02/18/2021 Permit Category:ePermit Site Address: 2146 River Valley Lane Lot:44 Block: 1 Addition: Cedar Grove Townhomes 1st PID:10-16680-01-440 Use: Description: Sub Type:Residential Work Type:Replace Description:Water Softener Meter Size Meter Type Manufacturer Serial Number Remote Number Line Size Comments:Carbon monoxide detectors are required within 10 feet of all sleeping room openings in residential homes (Minnesota State Building Code). Please call Building Inspections at (651) 675-5675 to schedule a final inspection. Fee Summary:PL - Permit Fee (WS &/or WH)$59.00 0801.4087 Surcharge-Fixed $1.00 9001.2195 $60.00 Total: 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. Contractor:Owner:- Applicant - Gina Rae Ford 2146 River Valley Ln Eagan MN 55122 (612) 384-0849 Dean's Professional Plumbing 7400 Kirkwood Court N Maple Grove MN 55369 (763) 428-1321 Applicant/Permitee: Signature Issued By: Signature