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3858 Cedar Grove Pkwy • £L. /399c/6 -7(q5/, ' fL /3°74-77- /0761 - 65 ° Use BLUE or BLACK Ink / 0/4'6/. / - /oe ` V 0 For Office Use CitY of ir 6 c ��� i7�j g/ / / Permit#:J / ��� � � Permit Fee: 4 / /- 8- 3830 Pilot Knob Road a ' 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: 3858 Cedar Grove Parkway Unit#: Newport 6 Name: CalAtlantic Homes Phone: (952) 229-6009 Resident/ y 7599 Anagram Drive / Eden Prairie / 55344 Log wlier o Address/Cit /Zip: l Applicant is: Owner ✓ Contractor / I . Multi-familyresidence Type of Work Description of work: $ /No 155 000 ✓ Construction Cost: Multi-Family Building:(Yes ) company: CalAtlantic Homes Contact: Kurt Niska i 7599 Anagram Drive Eden Prairie Contractor I Address: g City : I 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? 1 ✓ Yes No If yes,date and address of master plan: 10/08/2015, 4011-4019 River Valley Way 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 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 the 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.gocherstateonecail.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. r xKurt Niska x K4 t . ,k,, er— Applicant's Printed Name Applicant's Signature Page 1 of 3 CMOVNOTTEELOWTHISLINEWRI -4. Wrio . '17 4715 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 lex _ Lower Level Pool Accessory Building WORK TYPES XNew _ 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 V )1-4 '15Valuation 1 Occupancy 3 MCES System Plan Review Code Edition ytiv LIQ' SAC Units (25% )(' 100% ) Zoning City Water Census Code StoriesBooster Pump #of Units Square Feet 3 01 PRV #of Buildings Length Fire Suppression Required Type of Construction vry, Width 1 REQUIRED INSPECTIONS '. O f' Footings(New Building) Meter Size: 14,11 Footings(Deck) i"i" Final/C.O. Required Footings(Addition) Final/No C.O. Required Foundation HVAC Gas Service Test Gas Line Air Test Roof: Ice&Water Final Pool: Footings Air/Gas Tests Final Framing 30 Minutes y 1 Hour Drain Tile ,:r Fireplace: sVough In y Air Test 1 Final Siding: Stucco Lath tone Lath Brick Insulation 1 Windows Sheathing Retaining Wall: Footings Backfill Final Sheetrock y Radon Control Fire Walls f Fire Suppression: Rough In Final Braced Walls X Erosion Control Shower Pan Other: Reviewed By: 1 le , Building Inspector RESIDENTIAL FEES ri6 ✓ST LJ 4'- ,v Q Sc 21=- V n/ l T (0 f Base Fee rg Surchae Plan Surcharge ew l(LiTC1-IN) ci-- Ce® r li; 73 - 4 ?o0, MCES SAC q I 7 y 7 J, 7 /� Q 7J (Zf 7 City SAC Utility Connection Charge , /(0 y L fo r g / ) q1 9 2 S&W Permit& Surcharge (/ ►'1r`�I vt�' Li Treatment Plant CopiesOtlibt- 1, o C21 TOTAL Page 2 of 3 9' CPq (4° r • /,3C 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 7 Mailing Address of the Dwelling or Dwelling Unit: City: .'-1I.r�TL� MITIf 3858 Cedar Grove Parkway Eagan Name of Residential Contractor: MN License Number H 0 \A E S CalAtlantic Homes BC700385 THERMAL ENVELOPE RADON CONTROL SYSTEM Type:Check All That Apply X Passive(No Fan) i Active(With fan and monometer o or other system monitoring N c device) r a w Location(or future location)of Fan: T t c d 2 a° a? IF fan is required;Attic o a o P O mo -oa e Q m co U) C N 0,2 g c g O . a O o- u_ O Insulation Location ci ° z m m v 0 m ui N m `O °i °) E E al -0 -o oN 12 F 5 z iS LL u u_ 2 o: w 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 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% /EER Residential Load Heating Loss Heating Gain Cooling Load ERV in Mechanical Room Calculation 40298 15684 18278 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 * wrightsoft Component Constructions Job: Entire House yte: 2015 By: Elander Mechanical Inc Plan: NEWPORT 700 Valley Industrial Circle South,Shakopee,MN 55379 Phone:952-445-4692 Fax 952-495-2092 .`'4 _Z. F v.4ig - 4 . __Proeenfor afon w_ a; . 4.._ . ._. For: Ryland Homes "--------'-'-'-----z----- - =� pegn Candjtlons aa s - 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(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 Instil R Htg HTM Loss Clg HTM Gain ft' Btuh/II,'F ft?'FJBtuh Btuh/ft' Btuh Btuh/ft' Ruh Walls 12F-Osw:Frm wall,vnl ext,r-21 cav ins,1/2"gypsum board int n 838 0.065 21.0 5.52 4630 1.12 940 fnsh,2"x6"wood frm e 301 0.065 21.0 5.52 1664 1.12 338 s 832 0.065 21.0 5.52 4597 1.12 933 w 439 0.065 21.0 5.52 2426 1.12 492 all 2410 0.065 21.0 5.52 13317 1.12 2703 Partitions 12F-Osw:Frm wall,vnt ext,r-21 cav ins,1/2"gypsum board int 197 0.065 21.0 5.52 1087 0.64 126 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 141 0.290 0 24.6 3463 34.5 4842 all 247 0.290 0 24.6 6096 34.5 8522 Doors 11J0: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-49 966 0.020 49.0 1.70 1642 1.04 1004 Floors 20P-38c:Fir floor,frm fl r,12"thkns,carpet flr 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 62 1.180 0 100 6219 0 0 1- wrightsofl:' Right-Suite®Universal 2012 12.1.06 RSU13410 2015-Jun-24 07:10:30 Page 1 AC.CIs....ardlDesktoplNeal Losses 20131Ryland Newport.rup Calc=MJ8 Front Door faces: N „I:4,6 • - LOT SURVEY CHECKLIST FOR RESIDENTIAL / / / L BUILDING PERMIT APPLICATI/ON j PROPERTY LEGAL: L i- tom' I�1 j r l�C�oe_ 7 a'' C1e� DATE OF SURVEY: ' ../opo/lo LATEST REVISION: co c -S2 g 415 g L ,.61/61-4 G'ieet/6‘ 00,61(i(, a O z ¢ DOCUMENT STANDARDS izT ❑ o • Registered Land Surveyor signature and company 0 0 • Building Permit Applicant 1,2f 0 0 • Legal description 0 0 • Address 0 0 • North arrow and scale A0 0 • House type(rambler,walkout,split w/o,split entry,lookout, etc.) 0 0 • Directional drainage arrows with slope/gradient% , / 0 0 • Proposed/existing sewer and water services& invert elevation ' 0 0 • Street name 0 '0 • Driveway(grade&width-in R/W and back of curb,22' max.) ❑ / 0 • Lot Square Footage O 0 • Lot Coverage ELEVATIONS Existing 0 0 • Property corners fa' 0 0 • Top of curb at the driveway and property line extensions O )2 0 • Elevations of any existing adjacent homes ../12 0 0 • Adequate footing depth of structures due to adjacent utility trenches ❑ lef 0 • Waterways(pond, stream,etc.) ' Proposed e 0 0 • Garage floor O fX 0 • Basement floor , P( ❑ 0 • Lowest exposed elevation (walkout/window) ,If 0 0 • Property corners ,' 0 0 • Front and rear of home at the foundation PONDING AREA(if applicable) O -p° 0 • Easement line ❑ , ❑ • NWL ❑ )d' ❑ • HWL O ;2' 0 • Pond#designation O p 0 • Emergency Overflow Elevation ❑ • Pond/Wetland buffer delineation Y42 • Shoreland Zoning Overlay District Y ts, • Conservation Easements DIMENSIONS • 0 0 • Lot lines/Bearings&dimensions 7 0 0 • Right-of-way and street width(to back of curb) D 0 • Proposed home dimensions including any proposed decks, overhangs greater than 2',porches,etc. (i.e.all structures requiring permanent footings) yf 0 0 • Show all easements of record and any City utilities within those easements 0 0 • Setbacks of proposed structure a-• si•- art se lack of adjacent existing structures A 0 0 • Retaining wall requirements: . Reviewed By: - ' O�`iiif& Date %�•4 G:/FORMS/Building Permit Application Rev.11-26-04 III / Located in the NE 1/4 of N / 99V,© Certificate of Survey for: Sec. 19, Twp. 27, Rge. 23 ff,,,rernuilva�l; / CalAtlantic Homes �,\ ;' c; , _ ,:ilii i I BO mrstigUU7d /�' House Address: �� ; / 3850 - 3870 Cedar Grove Parkway, Eagan, MN /%`',-"-)/ \/ /House Model: (S// Fremont G, Pinehurst E, New•ort F, New•ort H, Ontario E, Fremont E T'%�,�' \/, //1 \; /� 802/ /\ 803.6 \X03.0 / y\ use Mod /or ,i, / �o 3� TC �� \ / / 806.`�� �/ By A �� \ / /\ HYD Q9 �qb,� / \ �r�ll:/ N\ \ \\ p 1 / Ir etoln�� / 803.4 R Da'e �r _ {y a!y 80 0 J/ in9 / TC �� �q�� / / 10' OFFSET wol/�� 804. / / FAG . '1 ENG�t�L:�.K11V(-11:),%,C. R/FS \\\ / // /_ TOP O F SPIKE `qb3 t` 9/TUM,.. 803.3 03. / 'j / / C.S \\ /�\ / EL =807.04 l II N•\ \\_ 806.7 o �4• H i \• \ \ S \ \ / v ,,,, "// v ,o Dr / / /�1/ 8�0 �/ / \\ \� / �07.] ^/) - - `Utility°Eosoe806`� \` /�oD // 3.4 TC N \, �\ / / O - 7 - - -� \ nt\\ x80\li `` / �j /��J I /'\ / / / x$013 O, 807.0 ` o S� 804.0 \ /1 ` �� C\ // / �\ moo �o% S c 10' OFFSET , / ••• ( ‘ ./ / et • f/cb OS BENCHMARK `� • N / /� �° 0 // �� At1.61 \ Aja o\ .• 62 j /-- TOP OF SPIKE \ 7\ 'I\ ,\_ /003.3 / �\ . / • ti o �/ jj/FIS EL =805.87 / /ei .10 `Ra,� (�J / ti� s8+9eo s \ /N q <� / 7/ / a Fs , / sfo `65• -`� / o / +8 op Ss Rq I / �� �A�° \ / / ^. s• S8 �S / / / 6 \\ � \ /� 803.9 r--� ^, 1°j 805.9 / /� ' ` ^ � / N\ 2`N / / ca zc / 00 +foo / 30 807.4 O^/O / // �,l/ �\q/ Ao oyO� / ti� 8.9 00 °,/,O. 00 / 804.4 / / / cow / x� a05.7 0 . /1-•`� o.w� / 1 / 6 1 ., circ / / /� . _iJ / /0 /•. L� 806.7 x / ^ 6x • QQP S.b' 805.2 4 -7 \•O / Oh/ ! / O 80 .7 w " 2�� do , a '` �. $A3.5 . , ryp�• O x moo fid* 1,L'0 ,,.. 804.5 / / // / / ch o� x (° 2 8°6.0 , Q�� y°h TC 7 / �L/ // Ic S ' / / //1 58 >y 804.5 / / / 8040 / • Ov \ MH ? /1 807.7 , .e i, \ � // • 0 I e+ ....c/if/N-\ \ //r\ eo / �/ / \2'a// �� �. x�°o 8pg `L`�'�,vo�k°P a '804.6 .6' .y/ / 803!7 / �a se °6 3 F, 3Nib '��e�� v Ta\ /L / T� / N. ®O^7cPQ 80 8x , PO Qom° / / / a O / 6.9 x G 0 b 8 ,y / / ./ / oo ° 58 <C/ �°`• O`° °S6 804.7 �I� P / O c y4'07.4 �a / it / / 6, ./ / ry 0x807.2 �� 00ti�i�v°, / / / / BOJ / /• �// O ' lL�• �Y�LQy�F' //804.8 �L/ / � Q %x 607.24 $;-o 0 TC n / /'> S?' TT w �1 "/ / L l/ ✓ 1/ 5r6 803.9 •/ sf •• X (,\ a• V a O•, *�\ / 804.9 / L DETAIL, / 6+8s 2� %. Q ry p 5,. .k //�\ IC -1 // // / \ / ,\Q).0 o�L o awe'• O O1 �/ / / / `yam ��0'\• x0 oop 6 `�b`R°��°�Gj ' 8Q5.0 r /� / //�°.- N..)t-, os6e gp1 1 x s? QP5 G� !�!2 xi <ZC)Q ��P r�°i• // �\ / \ //1- // I \o° .. \� ti so6.7x 3 / \ / / 8\00 ti Detail v dry. 8°s S / 805.1 / O�/ N. r° / D 9 Z.0 vo ()S, S / TC XK�, �---_ 1 ^0i / 20 ti Je ' Oit/ sol. x + O� o / / /`9^ a ''sI / ` / 1x .,e �O / \ c`l� O' / /O0ro^-�,r? / 806.3 1511 pp0)1.Q' //805.2 \;\\yoF/� / \ '�r0 / 806.6 /x 806.7 TC / I 0/ eo X81 6QPO� J4 DO4�O '�O ��• / \%�� // // _.....•/ / 10' OFFSET I 2+0 6o s c,P \ /' aJ/L / (not to scale) /805.3 BENCHMARK 11 •65) ?"`";* a ( TCoc/ / TOP OF SPIKE ,AI'' v0 X20` � � / 0�' / / EL =806.64 VS �? S 6 \ ,/ \\N co LL ---77,,,� °/O O N c�. /-/ / � LEGAL DESCRIPTION: -Drainage //�,`° QO Q°� ,y<0' 805.5 / / 803 7 and Utility Easement / 8° \TC / / x -«---«-f__ o6 .0 0 60 / 2 A. MH �/ / Lots 1, 2, 3, 4, 5 & 6, Block 1, CEDAR GROVE M / «-e--%. 805.8 / •6, / L _ �`� TOWNHOMES 2ND ADDITION, Dakota County, Minnesota �p I 8)04'.9 l -.4-------%. `- 806.1 -«-- O' / / I j / / <<-•---C-' �,��, 10' OFFSET •/ HYD \ ,, / --- TTOPCOF SPIKE - 6 // PROPOSED BUILDING ELEVATIONS EL =806.06 �O� x 806.4 806.1 IC / Lowest Floor Elevation: 807.5 T_-_-= Denotes Drainage & Utility Easement / Top of Foundation Elevation: 810.7 (per recorded plat) ! - - _ _ _ HYD Denotes Existing Hydrant Garage Slab Elevation (at door): 806.8 t Denotes Iron Monument 0 Denotes Existing Electric Box Bearings shown are assumed Q Denotes Existing Television Box NOTES: TB 1. Proposed building site grading is in accordance with the Denotes Existing Telephone Box grading plans prepared byAlliiant Engineering, Inc., last revised GRAPHIC SCALE 9 9 P P 9� 9. 0ummuillimmilimm10 20 40 Denotes Existing Light Pole 07/28/15. SIP Denotes Existing Service 2. Contractor must verify sewer depth. cs Denotes Existing Curb Stop 3. Driveways shown are for graphic purposes only. Final driveway o 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) 0-00.i] Denotes Proposed Elevation include exterior foundation insulation widths, if applicable. 1038 15711.011 MEP Denotes Direction of Drainage Refer to final building plans for foundation details. Ccirlson I hereby certify to CalAtlantic Homes that this survey, plan or report was prepared by me or under my direct supervision and that I am a duly licensed land surveyor under the laws of the State of Minnesota. ("I) McCain Dated this 10th day of October, 2016. Signed: rlson McC.'- Inc. ••• ENVIRONMENTAL'ENGINEERING.SURVEYING / • f , ., 3890 Pheasant Ridge Drive NE, By - , 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 • Use BLUE or BLACK Ink r-�44i1 1 d L.. �J For Office Use Lb. ( IA t • ç2 ' 01* C�� of Eaau ��� Permit Fee: t C)t) 3830 Pilot Knob Road Eagan MN 55122 {Date Received: > -V- -)7 Phone:(651)675-5675 Fax:(651)675-5694 MAY 0 8 2017 Staff: J 2017 FIRE SUPPRESSION SYSTEMS PERMIT APPLICATION Date: 4"Z,'"17 Site Address: 3058 CEDAR (,Rot -PA21.witw W eiogrfi Tenant: Suite#: 5 -.:4`,'"::'-Z41'414,. .,::,.,-.,:, .. Name: CAL. HT1-Mt ,,.... 1p t...., ..„ Phone: vl JAZ - ! - o 7A - •,-0,fir;. 1599 4+J t i t evquo K iE I-cN i 515344 r Address!City/Zip: f,u.Z;'-.ia 1iW. i.�tr1f{(�` :.1, `+i, `�`S'"�-vk7��;sE'w• r. Applicant is: Owner X Contractor N — wo .2 •y Description of work: N1FPA 13 Ll F; 2� Sfit-►i�fYZ fjYS' M Construction Cost: 3i! ,t`.O Estimated Completion Date: 7-7-20/7 0,7: A,,"fl,ff 1 -. 4 ��1F> , Name: CI-1Z-C. SL.iPPKESSK icf'IZvi4.0E-S License#: C.- 145— ':-.',,- ,•., 1, •'7;-:r; Address: 45.08 r.7+�xr Ra City: PZ tNGE1-0 1• ;b�� `,�u,4 r �7 2 2 c1 , ,%\4: y " u;h' State: Y 1� Zip: D 37� Phone: 763" 13 Z.153 • -. Contact:• psceJ &An►1-E-g- Email• 456n 4 45 ..tw!t'a.ST•u%1-1 FIRE PERMIT TYPE WORK TYPE vg.Sprinkler System(#of heads Zq y New _Addition Fire Pump _Standpipe Alterations _Remodel _Other. _____ Other: DESCRIPTION OF WORK: _Commercial X 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 =$ /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 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 requires3";S*14 a review and approval of plans. x 6A14ree.,, x 7k14)t .,de '•-- . Applicant's Printed Name Appl cant's Signature FOR OFFIOE USE REQUIRED INSPECTIONS Hydrostatic Flow Alarm Drain TestRough In Trip Pump Test Central Station Final Ci ri>id�lon�Ofissuance: Perm . am- Date: / / City of Eagan Address: 3858 Cedar Grove Pkwy Permit#: 139946 The following items were /were not completed at the Final Inspection on: 7-2 / - 1 7 Complete Incomplete Comments Final grade - 6"from siding ✓- Permanent steps — Garage Permanent steps— Main Entry Permanent Driveway ✓` Permanent Gas Retaining Wall or 3:1 Max Slope Sod / Seeded Lawn Trail / Curb Damage Porch 1/ Lower Level Finish 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: I 0 /V) / k /47//, G:\Building Inspections\FORMS\Checklists