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3870 Cedar Grove Pkwy L. /3994.- - .-7, qe3,67 ' pt. i 61- _ to o () Use BLUE or BLACK Ink �/) G' C C�6 /60 ' a C) -For Office Use 1/1 G 1 �iJ T{ , �� � f Permit 1,//qk - �, ° ° Permit Fee: /0- &l 3830 Pilot Knob Road j Eagan MN 55122 Date Received: Phone:(651)675-5675 Fax: (651)675-5694 Staff: 2016 RESIDENTIAL BUILDING PERMIT APPLICATION Date: 10/28/2016 Site Address: 3870 Cedar Grove Parkway unit 4: Fremont (E) CalAtlantic Homes (952) 229-6009 Name: Phone: F Resident/ 7599 Anagram Drive / Eden Prairie / 55344 Owner Address/City/Zip: g / 1 Applicant is: Owner ✓ Contractor C� , 4 ......... _. . ... ::.... . :a Multi-familyresidence Type of Work Description of work: Construction Cost: $ 170,000 Multi-Family Building:(Yes 1 /No ) Company: CalAtlantic Homes Contact: Kurt Niska Contractor Address: 7599 Anagram Drive city: Eden Prairie State: MN Zip: 55344 Phone: (952)229-6009 Email: Kurt.Niska@calatl.com License#: BC700385 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: 10/08/2015, 4011-4019 River Valley Way Elander Mechanical, Inc. (952) 445-4692 Licensed Plumber: Phone: 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 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 thallh2y 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.gopherstateonecall.orcl 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 Niska x i( .i A..)/14--0-- Applicant's Printed Name Applicant's Signature Page 1 of 3 gg 70Ce4ctie_ Geov6K DO NOT WRITE BELOW THIS LINE / 1 76 • • 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(flex Lower Level Pool Accessory Building WORK TYPES 4.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 1'f Occupancy - MCES System • Plan Review Code Edition yvit.. ) l5' SAC Units (25%' 100% ) Zoning f City Water Census Code Stories A- Booster Pump #of Units 4 Square Feet PRV Y #of Buildings I Length L1 0' Fire Suppression Required Type of Construction VO Width 21111 REQUIRED INSPECTIONS v 14 Footings(New Building) Meter Size: A4 Footings(Deck) Final I C.O. Required Footings (Addition) Final I No C.O. Required -14 Foundation HVAC Gas Service Test Gas Line Air Test Roof:_Ice&Water Final Pool: Footings Air/Gas Tests Final Framing 30 Minutes )6 1 Hour Drain Tile Fireplace: \Rough In 1 Air Test +)(, Final Siding: Stucco Lath S ne Lat Brick ��(, Insulation Windows `S, Sheathing Retaining Wall: Footings_Backfill Final Sheetrock Radon Control •�,. Fire Walls Fire Suppression: Rough In Final Braced Walls sy4 Erosion Control Shower Pan TOther: Reviewed By: / , Building Inspector RESIDENTIAL FEESl'O/) v 4 � (_/O+ 7l 71 Base Fee ( i f 4 I Surcharge V 95;(7) 66'0 ( If i r�,r� Plan Review ({ 1+ r (0 /MCES SAC ' -c ;71C1 City SAC jo V �} Utility Connection Charge ' 9 Q `I 2►I ,3 S&W Permit&Surcharge Li V Y 0 r t 1 9 I Treatment Plant l 210 to.D Copies TOTAL 0L " f Pa2 o 5"� 11, • 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 10/28/2016 Mailing Address of the Dwelling or Dwelling Unit: City: &LTlNm l ✓3870 Cedar Grove Parkway 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 device) Location(or future location)of Fan: n a a IF fan is required;Attic o Q o Pot o -o m Q m m ami CJ v c n - Z N U O- LL j( o Insulation Location o o O @ w E 15 O N c - 0 0 ® 0 = z iL it LL LL 'ix Other Please Describe Here Below Entire Slab x Foundation Wall R-15 X R402.2.8,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 Describe other 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 Select a Type Domestic Water Appliances Heating System Heater Cooling System Not required per mech.code Fuel Type NATURAL GAS ELECTRIC ELECTRIC Passive Manufacturer LENNOX RHEEM LENNOX X Powered Interlocked with exhaust device. Model MLI93UH045XP24 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% ®JEER Residential Load Heating Loss Heating Gain Cooling Load ERV in Mechanical Room Calculation 39466 15887 18383 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: Cfm's Capacity continuous ventilation rate in cfms: 6" "round duct OR Total ventilation(intermittent+continuous)rate in cfms: "metal duct FP wry htsoft" Component Constructions Job: • ` Entire House Byte: 202015 Elander Mechanical Inc Plan: FREMONT 700 valley industrial Circle South,Shakopee,MN 55379 Phone:952.445-4692 Fax 952-496-2092 t%r ; ir:Ii:-.'k1:7---MR- ro ecfi.In oma ron S. - , m� For: Ryland Homes .Y_ri-W ;;;;.,.. . , ( - - e-sign Cond>Ifi�ons _. . c f...,,w,;aa. o.n-rr ewac�:a.�..,. .*,.xuC_z_...- ._ .......,,e. ....... ...:a. -nom ,a k: Location: Indoor: Heating Cooling Minneapolis-St Paul Intl Am, 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(grub) 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 Gig HTM Gain IP Btuh/ft'-'F tt''F/dtuh Rohe Btuh BtuhWt' 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 317 0.065 21.0 5.52 1753 1.12 356 s 709 0.065 21.0 5.52 3917 1.12 795 w 464 0.065 21.0 5.53 2562 1.12 520 all 2272 0.065 21.0 5.53 12552 1.12 2547 Partitions 12F-Osw:Frm wall,vnl ext,r-21 cav ins,1/2"gypsum board int 192 0.065 21.0 5.52 1061 0.64 123 fnsh,2"x6"wood frm Windows 61A:Vinyl Window;NFRC rated(SHGC=0.32) e 107 0.290 0 24.6 2633 34.5 3680 s 73 0.290 0 24.6 1799 19.5 1423 w 132 0.290 0 24.6 3252 34.5 4546 all 312 0.290 0 24.6 7684 31.0 9649 Doors 11JO:Door,mtl fbrgl type w 20 0.600 6.3 51.0 1040 17.1 348 Ceilings Std Ceiling R-49:Std Ceiling,R-49 932 0.020 49.0 1.70 1584 1.04 968 Floors 20P-38c:Fir floor,frm fir,12"thkns,carpet fir fnsh,r-38 cav ins, 504 0.030 38.0 2.55 1285 0.36 181 gar ovr 22A-tpm:Bg floor,heavy dry or light damp soil,on grade depth 61 1.180 0 100 6104 0 0 2015-Jun-24 07:14:15 wrightsoft-' Right-Suite®Universal 2012 12.1.06 RSU13410 Page 1 ACG\...ardeeskiop\Heat Losses 20131Ryland Fremont.rup Calc=MJ8 Front Door faces: N LOT SURVEY CHECKLIST FOR RESIDENTIAL / q 7/r� L BUILDING PERMIT APPLICATION // ^ PROPERTY LEGAL: L 1- �' I1 l 6rw�. , , �',d4. DATE OF SURVEY: AY/06 LATEST REVISION: z c -3A-70 C6-dic-g_ Caecti - Petc‘i ast V 0z a DOCUMENT STANDARDS je 0 0 • Registered Land Surveyor signature and company JZ( 0 0 • Building Permit Applicant 0 0 • Legal description 0 0 • Address A0 0 • North arrow and scale l0 0 • House type(rambler,walkout, split w/o,split entry, lookout,etc.) 0 0 • Directional drainage arrows with slope/gradient% j' 0 0 • Proposed/existing sewer and water services& invert elevation ' / 0 0 • Street name jr 0 0 • Driveway(grade&width-in R/W and back of curb,22' max.) ❑ 0 • Lot Square Footage 0/0 0 • Lot Coverage . ELEVATIONS Existing 0 0 • Property corners g 0 0 • Top of curb at the driveway and property line extensions ❑ )2' 0 • Elevations of any existing adjacent homes .�' 0 0 • Adequate footing depth of structures due to adjacent utility trenches 0 Af 0 • Waterways(pond, stream,etc.) ' Proposed /f 0 0 • Garage floor ❑ fX 0 • Basement floor S a a • Lowest exposed elevation (walkout/window) ,t3 0 0 • Property corners 0 0 • Front and rear of home at the foundation PONDING AREA(if applicable) 0 i 0 • Easement line O )2( 0 • NWL O / 0 • HWL ❑ 2 0 • Pond#designation O ❑ • Emergency Overflow Elevation ❑ • Pond/Wetland buffer delineation Y42 • Shoreland Zoning Overlay District Y • Conservation Easements DIMENSIONS X 0 0 • Lot lines/Bearings&dimensions 7 0 0 • Right-of-way and street width(to back of curb) / 0 0 • Proposed home dimensions including any proposed decks, overhangs greater than 2',porches, etc. (i.e.all structures requiring permanent footings) 1 0 ❑ • Show all easements of record and any City utilities within those easements 0 0 • Setbacks of proposed structure a•• si•- ar• se lack of adjacent existing structures in 0 0 • Retaining wall requirements: �. Reviewed By: ' / ,' `� y �� Date / G:/FORMS/Building Permit Application Rev.11-26-04 11 / Located in the NE 1/4 of � N • j . �7 �/ Certificate of Survey for: Sec. 19, Twp. 27, Rge. 23 :i - °.4.1 ".c'° �Slope-1 (, , ,iiia CalAtlantic Homes �/\ /1 Elm titaquiri i House Address: -/, / ® // 3850 - 3870 Cedar Grove Parkway, Eagan, MN i / / House Model: ` �- T, / G, Pinehurst E, Newport F, Newport H, Ontario E, Fremont Ei , // Fremont I� /\ 803.\ \Eo .0 / 32h\ .,� / / TC / o tu a In I ' \m,,,. i "`. _ ^ / / ��� "� 803 �kQ ��'.� /I / d'o� lb,- 8n " � / � TC �� / / 806.24-1*.a„ /Y A�� -.. ,44. _ --c / /N HYD ��v I /`\� -..��_ \-� y� `�- 9 eto�•: /803.4 Dat- �� \ �04Y X80 / // 10' OFFSET go �� 8 / TC / EAG' 0 EN\G` �bb.t ..W\V� is ��R/FS �� % . BENCHMARK l ��° 2 9/r / 4 �� '3S0C �\ / / TOP OF SPIKE 806.3y� UM/yOV 80� / / / S \ 7<� /o / j EL =807.04 V S Pq l / �l N\ �\ ,i / .. �\ 1 x806.7 $Ok•8 804? Ty // , Or • j/ .K 1=',...,� / / , ` 807.0 j Ut/� ° sTC 8 I / 803.4 2// / ° - �` Y03/ / pI 3 807.0 Y 804.0l �\ / x\ 019Oa10' OFFSET ///� / •De . oN �� / / � 4 / TOP OF SPIKEt.,� ,1 �� / • d �/ • � tEL =805.87 // ` // /I/ ��\ ��N2, /� 803.9 / /----.7 s ' .,A- - 805.9 / , 1/� i N� �� °V 0 �° �( . 6.f°o / '0 807.4 OAS i / /� /�, / / , // ry / x,o 805.7 /�,0 0 //- 804. /'I / / // ' °-,- $p1 ,� 806.8 x 806 (/ 1 O� ‘••0 n / �_iJ / o 0 / 00 /� ° . / /0•0 /.' ti^ l- 806.7 x�,2x > CrN5 �o 805.2 //� ----\0'' k\ // ,�, ! / O 3'80 .7 o^V �� tip• V a / '1/6/ \ 41(� m /' 3.5 .' C! cam/ /ryO •O O x� quo- X/ra ' °fie11 n'V 041- 804.5 ///1"/ / // / /' ate`' ,� g a'x `ZN "x / 02 L. 806 0 , Q�Q yt, TC ,'I �L / N�BSfa �. rn O� /O SR ° y0' / / / // � ' ;Bs SC" s O • \// N .804.5 / /8040 / ry / / / 807.7 ° moi �` / / / �// / \2,8// `yam• try x�o6� &°6 <Vry6 c) ' '804.6 36��/ / • 8 3 3 y> TC\ L / 8267 / \` ®• d8 six;` O� xpe.. ps. Qo �° y /1- / 4' / /0,, ^. O Bos.s x Ce- o s ��. / / / •' / off' 58 V ^°• °S6 804.7 �1' PZ ' / O v "D-007.4 y / TC / / / ' / ti /O x 807.2 r/ �oc`e+^� 0Co yO�i�v{ / / / / OJ ' ,- O ' _t. ��OQ �P //804.8 �L/ / �i /x 807.24 / Q�� 0°�° / TC 1 n T/ -7/ ��� / ` °`issfo i �� 6+2 / Off. 84,5.5e ' �° �. 'yam / L lJ I/ // / 8 +BEY �^ O �� PSP L /803.9 a �- �' �° o•, \ / 804.9 / /� / DETAIL +8�v w oco��6 • .scby TC i / / / tip ,,a /\ x�0 o 8 ��ti��°�t,,� i8O5.0 �', /L� / //I`\ / ti a � /o v / '� O'SB 1x x °6' ,5,1,A0 4i" / TCN / i / / \Q0 O / g S 1. G ��.2 O / ,4ti' / x\00 00, pato 806.7 x %•-• � CoQ o ` ° �1 / cN. J L� / I ,� I / �` L' ,See • �R' 80S / 805.1 / O // 2 \ /° / 8p�$ 2.0 coo ab •5 / TC x<v, /--,71- , N./ O ry`g8 / co 91 807.1x x / eb O� OHO / \ c� '/ / /O^ o� )S� / om .91L..° 807.1 / �% ti�O1>P /805.2 �\ ��c�I� / //�° �°'' /x 806.7 g06.3 ` X pe / TC J / // 806.6 6 38/ 6POF /OOyep QUO �O�° / <� \ �// // / I `5/2°+ �S P� J L� / (not to scale) / 10' OFFSET I +g 90 G //MS.3 D / BENCHMARK J1 •6>,1" ,1, ,b,ab F -/ IC or/ / TOP OF SPIKE ,t, 40 v0 N oO�e* 2`�O ' \` / oo / / EL =806.64 s ? �S . ,/ \`\ L, _ _ 0O m O 4° \1�a05.4 \ O6/ / s�� _ %ice ,y��O�P / // T/'. N/ C)-7° 4Z ��° / LEGAL DESCRIPTION: c??/ 0803.7 Drainage and Utility Ease ent_-� //�O' 0� d ° ,yam' X5.5 /I' -<<--as c 10 iso e MH // /Lots 1, 2, 3, 4, 5 & 6, Block 1, CEDAR GROVE ox «/ -<<-e-- 805.8 / `��sc l� / ^D' / / 1- TOWNHOMES 2ND ADDITION, Dakota County, Minnesota �0 1 g0�g �� 806.1 -«-- �♦ ' / / I 1 / / <<--,.--__C''.0. 10' OFFSET / HYD \ ,, / _ TOPCHMARK OF SPIKE 6 / PROPOSED BUILDING ELEVATIONS EL =806.06 �O� x 806.4 806.1 / _ Lowest Floor Elevation: 807.5 / _._-_-=_. Denotes Drainage & Utility Easement / Top of Foundation Elevation: 810.7 (per recorded plot) - - _ _ HYD Denotes Existing Hydrant Garage Slab Elevation (at door): 806.8 -6-- Denotes Iron Monument 0 Denotes Existing Electric Box Bearings shown are assumed 0 Denotes Existing Television Box NOTES: TB 1. Proposed building site grading is in accordance with the 0 Denotes Existing Telephone Box grading plans prepared byAlliiant Engineering, Inc., last revised GRAPHIC SCALE 9 9 P P 9• 9, 0 Immil1i0 20 40 Denotes Existing Light Pole 07/28/15. sO Denotes Existing Service 2. Contractor must verify sewer depth. o Denotes Existing Curb Stop 3. Driveways shown are for graphic purposes only. Final driveway x 000.0 Denotes Existing Elevation design and location to be determined by owner/builder. (IN FEET) 4. All building foundation dimensions shown on this survey x (11x17 sheet) X00.3 Denotes Proposed Elevation include exterior foundation insulation widths, if applicable. 1038 5711.011 MEP Denotes Direction of Drainage Refer to final building plans for foundation details. I hereby certify to CalAtlantic Homes that this survey, plan or report was prepared by me or under my direct supervision Carlson and that I am a duly licensed land surveyor under the laws of the State of Minnesota. (10) IiIcCain Dated this 10th day of October, 2016. ..Signed: rlson McC.'- Inc. ENVIRONMENTAL'ENGINEERING'SURVEYING / . ' 3890 Pheasant Ridge Drive NE, -gy AO Suite 100, Blaine, MN 55449Thomas R. Balluff, L.S./.eg. No. 40361 Phone: 763-489-7900 Fax: 763-489-7959 Peter J. Blomquist, L.S. Reg. No. 51676 B RAU N P7��ln I T l '99' Page cmtdsan 4/07 I NTE RTEC 3 'r?o c 1"' A- lnvj,Z Prw/ Daily Soil Observation Notes Project No.: Date: ' 12 v//1 Report No.: Project Name: Project Location: ji /-(..n. 81-4-4- I e l r tw7 Client: y1 �` Temp/Weather: 12.4' ^ 47' 4" Project Manager: 14' -I"l' `" I' - Time Arrived: Departed: ... _... .,,.w te ai �_.. Areas Observed: 0 Building Pad q House Pad 0 Roadway 0 Pkng/walks 0 Footing 0 Proof Roll 0 Other (describe) / Soil report available? ❑ Yes 0 No Report reviewed? 0 Yes 0 No Report prepared by: Get copy Benchmark: .1 Benchmark elevation: Benchmark provided by: /1 � y' Finish floor elevation: Bottom of footing elevation:5t, 11,,t, Bottom of excavation elevation: 5,,x_,4 L.:2, C.,�, Approved plans available? Specified compaction: Fill source: Oversizing appears adequate? 0 NA [ Yes ❑ No Soils observed agree with Soils report? 0 Yes 0 No Soils appear adequate for design loads? (X) Yes 0 No Proposed project bearing capacity(psf): Contractor notified of results? Yes 0 No Name of person notified: Was a copy of this report left on site? (7Yes 0 No If so, whom was it submitted to? i N4t--.4-i-I'm rot_ 4 /i Vo-4^--. 0 LM" , , v VI( v , . F_,t ej 4-410 I SL- , ...,.../ C7/-� Kstls Cr. ` ' , . C.r,-, . , 6 t 1 ,, i ✓ U Let- �/ ,r l,nl (( wJ- � - I `s / ‘91-r‘t C.)6L^' / �y4, - ✓ 12r--- G Notes/Comments: [[ cz , !' 0 -c 7,,,,?i Write em elevations, date excavated, oversizing and type of bottom sods on sketch I ,?)Performed By: Reviewed 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 .400p For Office Use C q Ol Ea �il �` � I ::e: � c��(I Citye--CJ�� e-11,-t-C-�- � OD ::-.-- 3830 3830 Pilot Knob Road et„,,,- Eagan MN 55122 Date Received: A -5 a - -, Phone:(651)675-5675 A Fax:(651)675-5694 WM il B 2017 l Staff: 7 2017 FIRE SUPPRESSION SYSTEMS PERMIT APPLICATION Date: 44-6 17 Site Address: 387o Ce-fJAR &RUE. `Age14-i ''? ifF+eeeittoa"n Tenant; i ' Suite#: c� / ;.i ` ilk.;" Name: aAL ATr-At4TtG Hcy MES Phone; -t Z -c I 6000 ., iii �"53 > '- " a 1Wr,er Address/City/Zip: `3 99 AN e. DE. Evj 1 55344 gyp....•9t , . t p'' _r',' ,� `,,,: ` "rh.: Applicant is: Owner X Contractor r ' •' ,' w} k$' ` Description of work NFPA 13 b T'f E'C SW I NK- ,6R SYSi1"r "'••u-�^ .' " ` ` .F' '"s� Construction Cost �r7O '� 7'7"17 Estimated •Completion Date. .:,. ''.'*.4.(.'2';' 'x , Name: 1't SLI PP iZE451M1 c/RZ VlC. s License#: C. 145- . r. /', �yr.:y ley.' rt'.::.- :_�Ynt >:Y Address: o City: ;(, 'f State: t14 Zip: 5r311 Phone: 763•- 3t9- 0.1g3 Contact: SI` "J VANT - Email: . San c� > Sh-!i I�►t',S FIRE PERMIT TYPE WORK TYPE 4 Sprinkler System(#of heads 44 1 New Addition Fire Pump _,Standpipe —Alterations _Remodel Other. Other: _ DESCRIPTION OF WORK: _Commercial A.Residential __,_Educational FEES $60.00 Permit Fee Minimum Contract Value$ x .01 Surcharge=Contract Value x$0.0005 =$ Permit Fee If the project valuation is over$1 million, please call for Surcharge =$ Surcharge $100.00 Residential New (includes State Surcharge) =$ /00. 00 TOTAL FEE 3/4"Fire Meter-$290.00 =$ Fire Meter =$ /DO. 0t TOTAL FEE -.--..-.".' EE __ . i "'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 work will be in conformance with the ordinances and codes of the City of Eagan and with the Minnesota Building/Fire Codes;that I understand this is not a permit,but only an application for a permit,and work is not to start without a permit;that the work will be in accordance with the approved plan in the case of work which 'req'uires a review and approval of plans. Applicant's Printed Name Appl cant's Signature t 1-(:)--bq FOR OFFICE USE REQUIRED INSPECTIONS Hydrostatic Flow Alarm Drain Test ugh In Trip Pump Test Central Station -Final Cpildl ons Of=issuance: • C ( Devi Permit, a , Date: 1 r / 7 �Y� PERMIT City of Eagan Permit Type:Plumbing Permit Number:EA145483 Date Issued:09/12/2017 Permit Category:ePermit Site Address: 3870 Cedar Grove Pkwy Lot:6 Block: 1 Addition: Cedar Grove Townhomes 2nd PID:10-16681-01-060 Use: Description: Sub Type:Residential Work Type:Replace Description:Water Softener 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. Allow an 18" minimum radius clearance to the water meter from all appliances (i.e. furnace, water heater, water softener). 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 - Robert C Goldnick 3870 Cedar Grove Pkwy Eagan MN 55122 (612) 708-1518 Blue Sky Mechanical Llc 41531 237th Ave Le Center MN 56057 (612) 756-2255 Applicant/Permitee: Signature Issued By: Signature Cityo1aall Address: 3870 Cedar Grove Pkwy Permit#: 139962 The following items were/were not completed at the Final Inspection on: 7 2-1- J Complete Incomplete Comments Final grade - 6" from siding I/ Permanent steps — Garage /1 l� 1Q5 Permanent steps— Main Entry ✓� Y Permanent Driveway Permanent Gas Retaining Wall or 3:1 Max Slope / Sod / Seeded Lawn V Trail / Curb Damage .� Porch Lower Level Finish Deck Fireplace � IR/ F143 ) (2-- • (4, fes• 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: / 121 / kty/f— a\Building Inspections\FORMS\Checklists