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2142 River Valley Lane eL /L )C7 I'i ' l/ �� ---7(1 Use BLUE or BLACK Ink For Office Use .10L City / Permit#: t1 .- ,. /-/ Permit Fee:' -7(.1? 3830 Pilot Knob Road ..7 Eagan MN 55122 RECEIVED Date Received: / Phone: (651)675-5675 Fax: (651)675-5694 BAR 1 2017 Staff: GLOlyl l? 2016 RESIDENTIAL BUILDING PERMIT APPLICATION f c_, Date: 3/14/2017 site Address: 2142 River Valley Lane unit#: Ontario f.:-:•;„: :1,1,,h;.;:::0, .,;, Name: CalAtlantic Homes Phone: (952) 229-6009 1:: t "�� —t Address/City/Zip: '''� 7599 Anagram Drive / Eden Prairie / 55344 ' " _-=4_-*fir Applicant is: Owner ✓ Contractor Z. z/ d ,ik cif Work Description of work: Multi-family residence ( dm�- v� 7 $ 150,000 t Construction Cost: Multi Family Building: (Yes ✓ /No CalAtlantic Homes Kurt Niska , ' 4 Company: Contact: "** Address: 7599 Anagram Drive city. Eden Prairie r t actor '' '� . MN 55344 (952) 229-6009 Kurt.Niska@calatl.com State. Zip: Phone: Email: ' '' BC700385 �„ 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 Services,eLLC e (763) 277-8960 Phone: „Fire Suppression Contractor: bts ,b , lci . ron «NO /s d rgdoc nshau ��eifc s+ s at _ Cte as towp lcfov _ �ffe r f • aybess dP :,:,_:. .i...7,-,0,,,-..,,,, ,,.,4,„.,,,,::,:,:.„,z'a g-nc_l e heyd 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.gooherstateonecall.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 fora 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 Niskax L� � Applicant's Printed Name Applicant's Signature Page 1 of 3 ri Aj_c,,,,,_V DO N'OT WRITE BELOW THIS LINE / /&/7 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 Nic 01 of Plex _ Lower Level _ Pool _ Accessory Building WORK TYPES ics 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 9 z 001, Occupancy L MCES System Plan Review Code Edition tvetke,J1a(v�' SAC Units (25% . 100%_) Zoning I 0 City Water Census Code Stories Booster Pump #of Units ° Square Feet 1 t PRV #of Buildings I Length �' Fire Suppression Required ' Type of Construction V 0 Width $ REQUIRED INSPECTIONS S I Footings (New Building) i Meter Size: 401 Footings (Deck) Final/C.O. Required Footings (Addition) Final/No C.O. Required 1. Foundation HVAC Gas Service Test Gas Line Air Test Roof:_Ice &Water _Final Pool: Footings _Air/Gas Tests _Final Framing 30 Minutes ,7" 1 Hour Drain Tile sk Fireplace: Rough In Air Test Ny Final Siding:_Stucco Lath St e Lath Brick Insulation Windows Sheathing Retaining Wall: _Footings_Backfill_Final Sheetrock > Radon Control y,,, Fire Walls Fire Suppression: Rough In Final iC Braced Walls y Erosion Control Shower Pan Other: Reviewed By: , Building Inspector RESIDENTIAL FEESj 3 / ,y r! 1 FD Base Fee Surcharge om, �I , .C " 4 -- 2�, i / / Plan Review MCES SAC # 77z i-(2 w3 7-0 City SAC � � Utility Connection Charge NO 1 ' ✓ X 32 / ° S&W Permit& Surcharge � ' 5-oil Treatment Plant �r f t 4i y Liu/ ' / v/ i Copies 0 `� 204_9-,_� — TOTAL 2 05 bo io Page'2 of 3 /L/7 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: A j 4 TT �NTIC 2142 River Valley Lane-Ontario Eagan I LU lj Lt�jV j 1 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 manometer or other system monitoring 3 device) a ft N Location(or future location)of Fan: F To a c a a IF fan is required;Attic w — m O '�. U N O -O i6 N a m o U " a> N N O O Q m m N OO- � C O LL ~ O Insulation Location ¢ 3 z -m 0 0 7,2 w N m o - O N O O O O) 2) F z iL IL ¢ o[ 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 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 37839 15140 17553 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: I Cfm's Capacity continuous ventilation rate in cfms: 6" "round duct OR Total ventilation(intermittent+continuous)rate in cfms: "metal duct Component Constructions Job: I' �'�� � Date: 2015 Entire House By: Elander Mechanical Inc Plan: onirARlo 700 Valley Industrial Circle South,Shakopee,MN 55379 Phone:952.445-4692 Fax 952-496-2092 ''r - f? yr•• st nforrnaY 1 rte✓.....,..s.......-.,.ra ` 4 „4��✓7E� � ". - -w�WIRro .ec. ._ . w ..t .o_, »n.� . a . a ._,.r - ld 7^ fr-:. gr .. For: Ryland Homes "r f � �' t Y'r'..f., r ` �e$I�gn Con`dIAI ns ` F. ''" . ' z. rr y :-a ,r �, 9 '.: _. .�.-... ,.U�:�v..,:•-,...,�_.....�.,,�._,r_,��'--..rv.�r4rls�...� ..ua..�..,c.._„x- ten.,... �.n..,:�-al n�F....v.�.. .-..-...Xs ..a...._ .......: .,t..,.. :� �sr�A..�.�...ra_._ ss .. . m..a.-� 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 HIM Loss Clg HTM Gain 8' Btuhttt='F 8''FBtuh Btuhfl' Bluh Btuhth' Btuh Walls 12F-Osw:Frm wall,vnl ext,r-21 cav ins,1/2"gypsum board int n 793 0.065 21.0 5.52 4381 1.12 889 fnsh,2"x6"wood frm e 267 0.065 21.0 5.52 1476 1.12 300 s 788 0.065 21.0 5.52 4354 1.12 884 w 404 0.065 21.0 5.52 2234 1.12 453 all 2252 0.065 21.0 5.53 12445 1.12 2526 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 61A:Vinyl Window;NFRC rated(SHGC=0.32) e 107 0.290 0 24.6 2633 34.5 3680 w 132 0.290 0 24.6 3262 34.5 4560 all 239 0.290 0 24.6 5895 34.5 8241 Doors • 11JO:Door,mil 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 flr,12"thkns,carpet flr 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 07:18:08 r1-1 wrightsoft' Right-Suite®Universal 2012 12.1.06 RSU13410 Page 1 AiCCf ...ard1Oesktop\Heat Losses 20131Ryland Ontario.rup Calc=Ma Front Door faces: N ~ • LOT SURVEY CHECKLIST FOR RESIDENTIAL BUILDING PERMIT APPLICATION�PLJ PROPERTY LEGAL: LCIS 4 S, ‘kkciciCela G •�` "TU r 4d'L- DATE"I OF SURVEY: Gl/t7/I7 LATEST REVISION: m as m l 61/7/ o z a DOCUMENT STANDARDS ( �{ e V(�.�`— ` �1� J ❑ ❑ •• Registered Land Surveyor signature and company / ❑ ❑ • Building Permit Applicant L_ • 0 0 • Legal description RI ❑ ❑ • Address ❑ ❑ • North arrow and scale ,1t ❑ 0 • House type(rambler,walkout,split w/o, split entry, lookout,etc.) '' ❑ ❑ • Directional drainage arrows with slope/gradient% ❑ ❑ • Proposed/existing sewer and water services&invert elevation S ❑ ❑ • Street name kr 0 0 • Driveway(grade&width-in R/W and back of curb,22'max.) • ❑ ❑ • Lot Square Footage S 0 ❑ • Lot Coverage ELEVATIONS Existing 7 ❑ ❑ • Property corners % 0 ❑ • Top of curb at the driveway and property line extensions f ❑ 0 • Elevations of any existing adjacent homes / ❑ ❑ • Adequate footing depth of structures due to adjacent utility trenches ❑ ❑ • Waterways(pond,stream,etc.) Proposed if 0 ❑ • Garage floor ❑ f' ❑ • Basement floor '' 0 0 • Lowest exposed elevation(walkout/window) pi ❑ ❑ • Property corners ji' ❑ ❑ • Front and rear of home at the foundation N • PRV Required PONDING AREA(if applicable) ❑ pi ❑ • Easement line ❑ pi ❑ • NWL ❑ ❑ • HWL ❑ El • Pond#designation ❑ );f' 0 • Emergency Overflow Elevation ❑ ,p g • 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) fa ❑ ❑ • Proposed home dimensions including any proposed decks,overhangs greater than 2', porches,etc. (i.e. all structures requiring permanent footings) S ❑ ❑ • Show all easements of record and any City utilities within those easements Or ❑ ❑ • Setbacks of proposed structure and sideyard setback of adjacent existing structures g ❑ ❑ • Retaining wall requirements: G� Reviewed By: ,(/ Date .i//41/7 G:/FORMS/Cert.of Survey Checklist Rev.3-3-11 Located in the NE 1/4 of NCertificate of Survey for. Sec. 19, Twp. 27, Rge. 2. 3:1 Maximum Slopes or Retaining wail w�u CalAtlantic Homes Be R u red --- House Address: .P . ® '` ri ifkL„.i.„11,90 t . „ it , �% 2140-2148 River Valley Lane, Eagan, MN House Model: 1��� j Fremont D, Ontario G, Newport F, Pinehurst E, Fremont E „2716-( Rilic,-g_ 129-116-,/ 10'BE OFFSET / L/ Z-//, �` BENCHMARK \ /-7-7/L. \ TOP OF SPIKE /I \ 827.6 EL = 827.65 ` �,. L/I / ��� I I ® DETAIL / // \\I B-.7- s� \ --•\ 10' OFFSET \ A 1.40 \\ \ BENCHMARK _ \ //� \\ /-7TC\ 5 ' `'S 0 � \ TOP OF SPIKE -\\ / \\ // j\\825.5 . / \ \ 1:7:,4/ 41 'o\ i0' EL = 826.79 c \ I\ ♦ YD \ \ / \ \ /kVl' // 826.1 \ \\ I / ,� \ \ 1 l5� ti' \'o \\�� /\c 15°� J \\ ///� 825.711 `\\ X827.6 6 \ ' 4a ° \t,\ / \ ' / 9p°�(�4 /7 826.7 \ N ,� x\ \ � \1 \�/ \ �� E`,p /�/ ��g+ / 82l6.8 ❑O co sus `-'s\ \ / \ 61 \• I / 82'5.8 si` \,9 '� �' /\\ % /// c,,\c,, // \\ \'CE 1:1' $,L$P'0\ems NO \ \ .00 (not to scale) Z' / v>", e I \� �\ .. m 7t \ \ i�: \ / \ / /V\825.9/ -1`) 08 8ti,o0 6> S \ - 1 / �ti�`'� �✓ o D° o+g6• p o'�1 829.O\ \\ V oOe �I \ EB 0 ro 1• a A \ c;, __, al cz, \�Q,,b, 826.0i 2 0 e, 826.8 . .5 45 °0•)• 0°9'44 \ �J \i 828.5 `. 05" � a �,/7sM \ ° �\O j 0+100 1 / Z �/ \ CRTC `;� 1°' •°'OI 827.9 cv �\ b94i \ Q /�fitt 826.0 �I x 826.8 \\ 7 \ \ K%' \ 7. BCS 9c 5�; too r/ 8 a g•6 ,41*,:.. 4f */ \ \ /�� O' . r - , F '� 6�,s V) moo\ e x�ti / i:+� \ / TC \ 827.3 1:139c °�o�� � \ cP o / ,� \/ )7� 826.3 \J '3r. �."o9 r "0 r' �'9 \ °-- f}� 'cP \ / \r BE TC \� 9 ss `oG4' \ ,�` \ \ Gr\ .4' h7� \ 826.3 \ OALao`e� +s 44 \ 1 "'mo829.6 LP 5'.,, \ yF \ Js9�o x OI e, I. P3 C.B. %\ r\ 01..°0/ �/�� 10110 c 829.3 x. , �' \ a 2� V7 \\P' x x 829.5 �o O - (pl. r \829.7 /\ \ '\ 826.6 '\ t + 9�9cF ~J� Q ++O O 8302'• . \ a. \ OA�� o �m 43 °0 �, \ \ \ 5°' -'°q�? 0 ti° s C \ oo. 828.7 \ N3 \ ' \ \ TC 827 0 �s 9�P0 10S BC 9 \\ ,. .C70 \ \830.2 \! q s �9 ,) 4L^J \� cP \ , ---,.-,\\\ , _ 9 0- ? cp. \�O V' y 0!'1'' .L°oQ% V.. '6`\ ..__ STALL �. \\ I/ \ j TO 6.** �4 42x 830.6 �0 N. �ooQ�' \ \ RI� \ _ 827.4 �o �.• . TSF !7 LO, 6+� \828.4\ \ /\ \N BE TC \ '"s lT\� cs 100 c °�1,6:6 o 2.830.2 ,(\ 116 \ \ \ o 827.4\ / yp o 6 tib \ C� \ 9°TC \ %� $ <re 9c•- '� �'Ds !' x \ \ \ \ iJ\ JJ $�� ma�f �� 6 0 0� \ r o \ G� 4.1 \ / L \ \\ OAA e3 6.% _NO. ���' \\ / \ \\ \r dos \ ,�' �s 00 '830.6 830.8\ Mill \. \ 1.0 \ \ -5:1•O 0 p X \ \ P \ \ \ '' 8 7.9 * 95i1� ^7 830.6x O ry s\O v� \ rCO By AL �/ \ r\ I \\I i'$ti$� 0 .� ��' �f y$�h got °g ,9 eo \ i/ \ ' %%* OL+g $nj11 �\ x 831.3 \ Date EAGAN ENGINEERING U.r e"ll \ k/ Q•\.0.,. \ J ,�,oA�� r1� \ - \ OHO \ �s 4�o�,0. 829.9 6`L• i' \\ 10' OFFSET 828.2 BENCHMARK \ x 831.4 i "< 4). �° r\ \,54. 9�0 '10• \ \�6a TOP OF SPIKE "�pYD Denotes Existing Hydrant �r7' \\ �7STM $r,9• B o-e 830.0 \ EL = 831.12 0 Denotes Existing Electric Box 7 // r\ \\828.4 �� �-7 �,, 1;41.0,,i., 10' OFFSET 0 Denotes Existing Television Box \ // \\ \\ J"\„' x 83 BENCHMARK .� TOP OF SPIKE 0 Denotes Existing Telephone Box \/77 \ r'' ' \J N 829.6 EL = 830.01 Denotes Existing Light Pole _,7 \ �6° \\ �\ \ So Denotes Existing Service o Denotes Existing Curb Stop / x 000.0 Denotes Existing Elevation LEGAL DESCRIPTION: X 900.0 Denotes Proposed Elevation Lots 41 and 42 Lots 41, 42, 43, 44, & 45, Block 1, p. -•-- Denotes Direction of Drainage =-___'_"' Denotes Drainage & Utility Easement PROPOSED BUILDING ELEVATIONS CEDAR GROVE TOWNHOMES 1ST z (per recorded plat) Lowest Floor Elevation: 830.2 ADDITION, Dakota County, Minnesota s Denotes Iron Monument Top of Foundation Elevation: 833.4 s Garage Slab Elevation (at door): 829.5 NOTES: 9 Bearings shown are assumed 1. Proposed building site grading is in accordance with the g GRAPHIC SCALE Lots 43, 44, & 45 grading plans prepared by Alliant Engineering, 0limie1020 40 last revised 7/28/15. PROPOSED BUILDING ELEVATIONS 2. Contractor must verify sewer depth. Lowest Floor Elevation: 829.5 3. Driveways shown are for graphic purposes only. Final driveway b design and location to be determined by owner/builder. c. (IN FEET) Topof Foundation Elevation: 832.7 (11x17 sheet) 4. All building foundation dimensions shown on this survey Garage Slab Elevation (at door): 828.8 include exterior foundation insulation widths, if applicable. 1038 5711.010 MEP CalAtlantic Job No. 35050010921 - 35050010925 Refer to final building plans for foundation details. n 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. g" ? Dated this 17th day of February, 2017. 0 McCaln Signed: rlson McCa'• Inc. 8 ENVIRONMENTAL'ENGINEERING.SURVEYING , i 3890 Pheasant Ridge Drive NE, By: A Suite 100, Blaine, MN 55449 homas R. Balluff, L.S.leg. No. 40361 Phone: 763-489-7900 Fax: 763-489-7959 Peter J. Blomquist, L.S. Reg. No. 51676 2 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 City of EaLall � Permit#: / qcb-74 Permit Fes: /06 .....- 3830 '3850 Pilot Knob Road Eagan MN 55122 Date Received: Phone:(651)6755675 Fax:(651)6755694 Staff: L J 2017 FIRE SUPPRESSIONS SYSTEMS PERMIT APPLICATION Date: e,-0- r 7 site Address: Z 14 Z !'1 t Le R vA LLE Y L IIVE 4 ' T0'1 Tenant: Suite#: Name: i2 AL IragMr'cr got-4 Phone:9Sg "2 n-(otxb Address/City/Zip: 79:39 QNA(pft Arkot IN. ..licant is: Owner X Contractor Description of work: AIFpI 13D Li2ET J YE Ai 38(5- ©—Zor-1 >r' '' ''` ; .'w Construction Cost: Estimated Completion Date: _ r$ 1 f 1� Name: � R� S11'Pi�S5 i d1+/ J£tEV1�4 License* c-145- Address: 450 13Axi RD. 1?0. Boc.37 city: t�''RI►.t rnl� ' { state: MN zip: .03?1 Phone: 703.. 3$9 --ZJB 3 174s0n1 4Sbite- 'SSM Id6J . Gori Contact: (SAN? Email: ___-- .-----_ FIRE PERMIT TYPE WORK TYPE x Sprinkler System(#of heads. g New _Addition Fire Pump Standpipe _Alterations _Remodel _Other !Other. DESCRIPTION OF WORK: _Commercial L..Residential _Educational FEES $60.00 Permit Fee Minimum Contract Value$ 3815 od 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 $ /CXR.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 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 requires a review and approval of plans. drZ �`tSDd 6ANIEre xc1l ✓' 44 Applicant's Printed Name Appi cant's Signature 1 I'K''C;7(P FOR OFFICE USE REQUIRED INSPECTIONS II:' t • Hydrostatic Flow Alarm Drain Test t/ Rou In Trip Pump Test Central Station Final Conditions of Issuance: t 1 Permit Reviewed by:, „�2�"'� Date: / � / (7 ,.,, l r i City Eapllof Address: 2142 River Valley Lane Permit#: 141614 The following items were /were not completed at the Final Inspection on: / 2 27 7 Complete Incomplete Comments Final grade - 6"from siding ✓— Permanent steps— Garage Permanent steps— Main Entry ✓ Permanent Driveway ✓ / 5 7 A,`,,I` Permanent Gas ji— Retaining Wall or 3:1 Max Slope Sod / Seeded Lawn Trail / Curb Damage Porch Lower Level Finish 6/977))24'D Deck Fireplace 1/ • 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: Y G:\Building Inspections\FORMS\Checklists