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2143 River Valley Lane � Use BLUE or BLACK Ink R�CEIVED �----�------------- � � For Office Use I ��` � �EC �Z Z�1� G' j Permit#: ��°�� j : (�'�I�7 Clty of ��a� � , .��-3,��., 7, ��,s� , - ��,,�� Permit Fee: / .-�� 3830 Pilot Knob Road / �� — ��'' �/� I I Eagan MN 55122 �(� � �� /�� .�� Date Received: � �J��7 I Phone:(651)675-5675 ��/ ��/ 7 ' � �� i Fax:(651)675-5694 f � ��`.�' �•� i Staff`—_-----__--- I � (�-�-��/s�� `_� -, -T J 2015 RESIDENTIAL BUILDING PERMIT APPLICATION Date: l�"1-"�l� Site Address�""�� /V� Unit#: � Name:_ l,C:�l /—C'l ��1�� 'Vl/�p/l�/ Phone!�l�c�� : Resident/ y� .� 1,� � � , Owner Address/City/Zip: - 1�� _ � V C� � {i � � �� , �� Applicant is: Owner Contractor ° Description of work: � P vl�_'C"1 '"--�� Type of.Work � � ; Construction Co� � l �� Multi-Family Building: (Yes�/No_� P Y `-�Cil/L�1 � ��'� -�"�ca-/ � Com an : ��' �Contact: ' Contractor � Address: ' l �C I -U�� I�..- City: �e��i�iYi � Stat�a�1 Zip��`3''1"�hone�� . _ �aii'.' �-�/✓�__�ni��'Q� � }�' i r� 2 License#: � l ��:/� Lead Certificate#: If the project is exempt from lead certification, please explain why: b�.i 1 ` i�vG� -� -f--�- �G(yl�'. Q� 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 pfan:��'-'l "" `'I"�� n vG � ,�� Licensed Plumber: �"� � � Phone: "��_'1'`�C; }-� �[1't Mechanical Contractor: �� ✓ " , f n phone:'" �✓�3- —1`-t'� �''� Sewer&Water Contractor:l' � Vlu�� C 1 hone•� '�"✓��"� �� Fire Suppression Contractor:� \{�i5� - � � i � � r� n r � V✓ � /�� .� one• NOTE:Plans and supporting tlocuments that you submit are considered to be public information. Portionsof the information may be classified as non-public if you provide specific reasons that would permit the City to ' ` ` .conclutle 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. wvuw.aooherstateonecall.or4 . 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 ihis 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 �� X ApplicanYs Printed Name Applicant's Signature � Page 1 of 3 �� .��/�5e.� ,� �� - �- � �' w�v� r�;�' `� / ��'i�-- �� DO NOT WRITE BELOW THIS LINE � 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�Piex _ Lower Level _ Pool _ Accessory Building _�,. WORK TYPES >( New _ Interior Improvement _ Siding _ Demolish Buiiding* ' � _ Addition _ Move Building Reroof Demolish Interior _ Alteration _ Fire Repair Windows Demolish Foundation _ Replace _ Repair _ Egress Window _ Water Damage _ Retaining Wali *Demolition of entire building—give PCA handout to appiicant DESCRIPTION Valuation � �� Occupancy � MCES System Plan Review Code Edition �� SAC Units (25%�100%� Zoning �_ City Water Census Code Stories Booster Pump #of Units � Square Feet PRV #of Buildings �_ Length � Fire Suppression Required Type of Construction __��____ Width '��a F -�� --e�--�-- REQUIRED INSPECTIONS t� � Footings (New Building) Meter Size: , Footings (Deck) 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 Drain Tile Fireplace:�Rough In �[Air Test �Final Siding:_Stucco Lath Stone Lat _Brick Insulation �~ Windows � Sheathing Retaining Wal1:_Footings_Backfill Final �i Sheetrock _�c Radon Control �L Fire Walls Fire Suppression:_Rough In_Final TBraced Walls � Erosion Control T �,,.'_ Other: Reviewed By:__ � , Building Inspector RESIDENTIAL FEES �j � �,�{� Base Fee ��5� �� .�� J � �� ° `" � Surcharge /� I Plan Review � �",�11 �� ' � '1,� , ?�;, �� MCES SAC cit sac � � �� I � ��"! �� ,�� .��``� �� y � � Utility Connection Charge ��VE f � �� °� �,�t�r"l,�r` � � �� S&W Permit&Surcharge (,� -- � Treatment Plant � � � Copies ��L,., �,+'��} ��fi �� / � TOTAL ��.�'j�� f j ��:�s�. New Construction Energy Code Compliance Certificate Per R401.3 Cert�cate.A building certihcate shall be posted on or in the elecMcal distnbution panel. - DBtB CertifiCBte Posted � COPY OF THIS DOCCUMENT WILL BE POSTED ON THE PLENTUM OF FURNACE 12/1/2015 Mailing Address of the Dwelling or Dwelling Unit: City: c��TL��1 1 L. 2143 River Valle Lane Ea an Name of Residential Contractor: MN License Number H�M E� CalAtlantic Homes BC700385 THERMAL ENVELOPE RADON CONTROL SYSTEM Type:Check All That Apply X Passive(No Fan) Active(W#h fan and monomete� o �, or other system ma�ltoring � � deviee a F a� � Location(or future location)of Fan: B m � � N �, _ � a m IF fan is required;Attic o a � � V y o v �° � Q [n m N � � v c a 2 j o Z N rn ° a ii � o Insulation Location � .� o � � � p � W �' � c � � E E � a -o �� z iL � �° u� � � � 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 Fioor+) 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 R38 X Describe other insulated areas Building envelope air tightness: Duct system air tightness: Windows 8 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 RMEEM LENNOX x Powered Interlocked with exhaust device. Model ML193UH'045XP2 PROE502RH91 13ACXN018 - Describe: Input in 44000 Capacity in 50 Output 1.5 Other,desCribe: Rating Of Size BTUS: Gallons: in Tons: AFUE or 93 SEER 13 Location of duct or system: Efficiency Residential Load Heacin9�oss Heating�ain cooiing�oaa ERV in Mechanical Room Calculation 39466 15887 18383 Crm�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 ource heat pump with gas back-up furnace): X Not required per mech.code Select Type Passive Heat Recover Ventilator(HR� Capacity in cfms: Low: High: Other,describe: Energy Recover Ventilator(ER�Capacity in cfms: Low: 50 High: 140 Location of duct or system: Balanced Ventilation capacity in cfms: M2Ch8f11Cal f00111 Location of fan(s),describe: Cfm's Capacity continuous ventilation rate in cfms: 6" "round duct OR Totai ventilation(intermittent+continuous)rate in cfms: "metal duct -�- �,�-�� Coanponen� Cons�rucfions Job: Entire t�ouse Byte: 2095 Elander Mechanical Inc Pian: F12EMpNT 700 Ualley Indust�iai Circle South,Shakopee,MN 55379 Phone:952-445-4692 Fax 952-496-2092 � e - B Q For: Ryland Homes � - o e o 0 Location: Indoor: Heating Cooling Minneapolis-St Paul fnf'I Arp, MN, US Indoor temperafure(°F) 70 72 Efevation: 837 ft Design TD (°F} g� qg - Latitude: 45°N Relative humidity(%} 50 5p Outdoor: Heating Cooling Moisture difPerence(gr/ib) 54.5 37.9 Dry bulb(°F) -95 88 Infiltration: Daily range(°F) - 18 ( M ) Method Sim lified Wet bulb(°F) - 72 Construction quality Tight Wind speed(mph) 15.0 7.5 Fireplaces 0 - :� „ Construcfiion descriptions Or Area U-value tnsul R Htg HTM Loss Ctg HTM Gain ft' Btuhltt'•F R?°F/Btuh Btuhlft' Btuh Btuhlft' Bluh Wa[[s 12F-Osw:Frm wall,vnt eut,r-29 cav ins,1/2"gypsum board inf 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 �.065 21.0 5.52 3917 1.12 795 w 464 0.065 21.Q 5.53 2562 1.12 520 all 2272 0.065 21.0 5.53 12552 1.12 2547 Parfifions 12F-Osw:Frm wall,vnl ext,r-2'E cav ins,1/2"gypsum board int 192 0.065 21.0 5.52 1061 0.84 123 fnsh,2"x6"wood frm Windows 6iA:�nyl Window;NFRC rated{SHGC=0.32j e 107 0.290 0 24.6 2&33 34,5 3680 s 73 0.290 fl 24.6 1799 19.5 1423 w 132 0.290 0 24.6 3252 34.5 4546 all 342 6.290 0 24.6 7684 31.0 9649 Doors ' 11J0:Door,mtl fbrgl fype w 20 0.600 6.3 51,0 1040 17.1 346 Ceilin�s Std Ceiling R-49:Std Ceiling,R-49 932 0.020 49.0 1.70 1584 '1.04 968 Floors 20P-38c:Flr floor,frm flr,12"thkns,carpef 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 deptfi 61 1.180 0 100 6104 0 0 „y '�"�" wrightsafic° Right-Su(te�Universal 2012 12.1.06 RSU13410 201SJun-24 07;14:15 CA.,.ardlbeskloplHeal Losses 20131Ryland Fremont.nip Calc=MJ8 Fronl Door faces: N Page 1 " ' LOT SURVEY CHECKLIST FOR RESIDENTIAL � ��....,.� BUILDING PERMIT APPLfCATION PROPERTY LEGAL: ��S Z�`�N , ��—�" �"t��rl ��'1��`' DATE QF SURVEY: ��I�� LATEST REVISION: � _ ��-� ;v'c�- ��t��- Ln� � Y s V � Q � o z a DOCUMENT STANDARDS ,0' 0 0 • Registered Land Surveyor signature and company �' p p • Building Permit Applicant e,�" ❑ p • Legal description � ❑ ❑ • Address � ❑ ❑ • North arrow and scale �' ❑ ❑ • House type(rambler,walkout, split w/o,split entry, lookout,etc.) � ❑ ❑ • Directional drainage arrows with slope/gradient% .� p ❑ • Propased/existing sewer and water services& invert elevation '�0' ❑ 0 • Street name � �g ❑ ❑ • Driveway(grade&width-in R/W and back of curb, 22' max.) ❑ ,� 0 • Lot Square Footage ❑ � 0 • Lot Coverage ELEVATIONS Existinq �` ❑ ❑ • Property corners ,� ❑ ❑ � Top of curb at the driveway and property line extensions ❑ ,� ❑ • Elevations of any existing adjacent homes ,�' ❑ ❑ • Adequate footing depth of structures due to adjacent utility trenches p ,� ❑ • Waterways(pond, stream, etc.) Proposed � � ❑ 0 .- • Garage floor ❑ fd' 0 • Basement floor , � p p • Lowest exposed efevation(walkout/window) �` ❑ ❑ • Property corners �- ❑ p • Front and rear of home at the foundation PONDING AREA(if applicable) ❑ � ❑ • Easement line 0 � ❑ • NWL ❑ �' p • HWL ❑ � ❑ • Pond#designation ❑ �' p • Emergency Overflow Elevation ; ❑ � 0 • Pond/Wetland buffer delineation y c� . Shoreland Zoning Overlay District Y (v • Conservation Easements DIMENSIONS �' p ❑ • Lot IinesBearings&dimensions �g' ❑ ❑ • Right-of-way and street width(to back of curb) � ❑ 0 • Proposed home dimensions including any proposed decks, overhangs greater than 2', porches,etc. (i.e. all structures requiring permanent footings) fd° ❑ ❑ • Show all easements of record and any City utilities within those easements fd' 0 ❑ • Setbacks of proposed structure and ' ard setback of adjacent existing structures �' 0 0 • Retaining wall requirements: Reviewed By. Date /� � � G:lFORMS/Building Permit Application Rev.11-26-04 . . Located in the NE 1/4 of N Certificate of Survey for. Sec. 19, rwp. 2�, Rge. 23 CalAtlantic Homes � ��,� �.� I��Imur�n Stop�s Building Address: �� -��;��4;�,;��g 11Va11 W�I 2143 - 2149 River Valley Lane, Eagan, MN ,,� , �� l�:� ��- (,��1�� y7. � �t�i'i�uired __� � Building Model: Fremont D, Pinehurst F, Ontaxio E, Fremont E / / �� / ' /� / .0 ft. Offset / /�/ , _BENCHMARK � / ,�� TOP OF SPIKE / / � EL = 827.44 / \\\� //�/ ' r\ /-7 SM � / P:RC�WID�ANU �'vl�1NT � ��(` �� , m � I�TT� T'PROTECTI �, v �� ; " '�AL�'URF I T��IS�1 �'� � �''�� '�� .� � � � , / \'/ \2 's� \ � � / i'� X� � \ � �/ /'�� \\ \\ /� r\�� ' J\ \ //� <�; /�/ � `�\ � s�26. -7� � O i' \ � � � � V / � � B�'a \ i �5"� � \ � �� r� v � �r � rc� ��. r .' �� i .� (`�'�� ,�� azs.s , ,k� � � - � \ / �� `� �i -� �PS�, �C , o � e�� . zs.3 \ ��/ �. �� J \ ��'\�� !oFFs�s�� '��e �� /' r� \JJ / A �� `�°� ��9 0�'� � �s � ,.. � ' \ /�\i /��`; ��RP\�p,GF'P o��L ` o\`s��1oo o,��o��s� �$Zs.%� �� `'\ \\ � . 'y� � `� ° `�jro \ � ��,o�• �i � � J.I �� J /-�� \\ 827.3 \ �1y ��,�� ' y�Fp / �/ � �� \ \� �� +b6 �,+�'- �/ �� /� r\ \`�� 827.2 � �s. i� �0�,+9' y � ��,`�8 fi,a° 5/ ,y � � \ ' •�?��' � 827.4 A .� d ✓ g`l'q� /// �I\ � � ` 827.3 \�� 829.0 yp � ,DO / �y27.0 \\ �- \ �\ n. ��' ,c�0 S\\O �X yC O \A � ' 1�: r� �i \ /�i� 1 `S� � 829.0 ta l��p�c� 6's � � �I� � \ � � 28.1 '� t,� tLr p r' � vi �� / a�r��o �V � ��°o�9~`�os� \� 9c``��\ C`'\� \\ 10.0 ft. Offset � / � �`�i c� �j� � `�p2�'r`.e.� ,� � 92Q T\ JJ \ BENCHMARK __�� 8r,+ tl� � O rp�' ` � (�'� �� G� \ \� TOP OF SPIKE �� 9 � �'y O ��3 � 27.4 �� \ EL = 827.42 � �yc ,o� '6�� T� -� I� � �too 61 $ � � Q��A��. �� F9s� �� IJ \ �1°° ��°� 29 `� '�� ,� � ��'�, �� 5�+��1 . X � ��O°5�:� 9�O /� � ��/ �� \ \`'UJ \ � $oo e � � 5g Xa29.o ��, 'y \ O o � ti� /�� \ J\ � \�� 6ti'�,� i �, ,�o° �,az�.a � \ 829.9 �� oGr� 9�y � ,p �6, � \� \� �� o�� cF` 7i d��`? s \ JJ \ A� O � a�� '� �a'�° �� \ r `/ Ao !� 1� \ �0 � �� 2+s�� 9�6`O \ 28.� \ ^ � � � � �i�` t� `�` � air 'c?'r�-0� � � � \ STM i��' \ L7 a v'S 3� azs.s �, o '.y�y;; •�,r � j.� �,� � r ,. r� �� c � @�F � � � �� x 6�'�` c+9� � 10 a2a.� \�,sza.z \� � . �� *�� a�01 � �t*$6�` 828.9 `\ 9c� �529.0 ,� � po v ET /� � 5 �/� i �E . , , � 6.�0� -� ��\�i EB �` � �� G .� , .� 5 / O�ss � g��y �� y� <��61 �� 31 �` �� ., , �� , ��; C`� 5'i-�, s �`\ y /6�-�'`1-,�' �� /�� L5� �a 6 �,j2 ��`9 0.58 �`/o`l. �5 1 F'P��$�9 ��\\ ��i �\ ,� O `o ��( \ i-� � /+ 6� �� y Denotes Existing Hydrant °' +6+ ?? � '�y+�o�� \ 10.0 ft. Offset Ee jo 6 � / ,q P y �,� x 829 9 ��_ BENCHMARK p Denotes Existing Electric Box �+ •e��°� i �"�' � ' � TOP OF SPIKE 0 Denotes Existing Television Box g29� ��r�/��OO�p.��PG� 6°p�� n El = 829.70 � Denotes Existing Telephone Box �� $ � -' �s,�;��,ti9 � S� ~� v � Denotes Existing Light Pole s+ � '�0 11y� sso.o 5o Denotes Existing Service � � i � ��-1 o Denotes Existing Curb Stop / x /�� ; X 83o.s ` r ��GQ LOtS 28 Qnd 29 x oao.o Denotes Existing Elevation x 829�� \ \ `�" PROPOSED BUILDING ELEVAT10NS soo.o Denotes Proposed Elevation � � 10.0 ft. Offset -� Denotes Direction of Drainage �� BENCHMARK � Lowest Floor ElevatJon: 829•1 - Denotes Draina e & Utilit Easement i TOP OF SPIKE - � To of Foundatlon ElevatPon: 832.3 - 9 y C.e. EL = 829.68 p (per recorded plat) o� Garage Slab Elevct(on (ot door): 828•4 -i- Denotes Iron Monument $ti�� Lots 30 and 31 n PROPOSED BUILDING ELEVATIONS o LEGAL DESCRIPTION: Lowest Floor Ele�rotion: 829.9 � Lots 28, 29, 30, and 31, Block 1, CEDAR GROVE Top of Foundatton Elevatlon: 833.1 � TOWNHOMES 1ST ADDITION, Dakota County, Minnesota Garage Slab Elevation (at door): 829•2 a � � Bearings shown ore assumed � NOTES: � ��►;"�' � 1. Proposed building site grading is in accordance with the � GRAPHIC SCALE u �� `�' grading plans prepared by Alliant Engineering, Inc., last � 0 10 20 40 By ,�,� revised 7/28/15. � 2. Contractor must verify sewer depth. � �a� 3. Driveways shown are for graphic purposes only. Final driveway � ° EAGA1�i ENG�G U�..t'T design and location to be determined by owner/builder. � (IN FEET) � 4. All building foundation dimensions shown on this survey v (11x17 sheet� include exterior foundation insulation widths, if applicable. " 1038 5711.007 BJS CalAtlantic Job No. 35050010621-35050010624 Refer to final building plans for foundation details. � 0 � I hereby certify to CalAtlantic Homes that this survey, plan or report was prepared by me or uncler my direct supervision � Carlson and that I am a duly licensed land surveyor under the laws of the State of Minnesota. o ��'� Dated this 19th day of November, 2015. � Signed: Carlson McCain, Inc. N ENVIRONMENTAL^ENGINEERING=SURVEYING � �%� � ��i�� 3890 Pheasant Ridge Drive NE, g , o Suite 100, Blaine, MN 55449 Thomas R. Balluff, L.S. Reg. No. 40361 ; Phone: 763-489-7900 Fax: 763-489-7959 Peter J. Blomquist, L.S. Reg. No. 51676 � � KSE ENGINEERING January 14, 2016 /3+0 3/6 Steve Ellefsen Ryland Homes 7600 Executive Dr. Eden Prarie, MN 55344 Re: Lookout Foundation Wall KSE Engineering The woodfratne specialists 1900 AM Drive, Suite 201, Quakertown, PA 18951 _" (215) 804-4449, FAX (215) 804-4459 °P, lir 3 7 iview (/, j / y/1% www.kse-eng.com Dear Steve; Per your request I have reviewed the lookout basement foundation wall design on both the Ryland Homes construction details and the `Lookout Wall Detail' in the '2015 Standardized Concrete Foundation Drawings' by `Oswell Engineering and Consulting, LLC. Either construction detail is adequate to meet the requirements of the building code. The lower horizontal reinforcing steel shown in the Ryland Homes detail may be omitted, and the vertical dowels need not extend to the top of the foundation wall as shown in the Ryland Homes detail. Provided that the foundation wall is constructed in accordance with either the Ryland Homes detail or the detail by Oswell Engineering and Consulting, no remedial action is required. Please call me with any additional questions you may have. Sincerely, James P. Shedlauskas, P.E. Principal KSE Engineering Lookout Foundation Wall I hereby certify that this plan, specification, or report was prepared by me or under my direct supervision and that I am a duly licensed Professional Engineer under the laws of the State of Minnesota Print Name: James P Shedlauskas Signature: Date: January 14, 2016 License #41776 Use BLUE or BLACK Icy • �t �'T ��5 For O1111asuse — -----1 bill of G, i Penrdt Fee: 3830 P&rt Knob Road P. Eagan W SM22 l 779� (651)075.a W5 MAC 14 2016 Fax:(651)875-5894 i sh&. - 2016 FIRE SUPPRESSION SYSTEMS PER APPLICATION Sh.Adck*e:: 2143 Rit/ok r ri&zt-fbl-3T" Tenant: �! Suite 0: rc}` Name: IlY�.-A"D 14.ACS Phone: I v5.–Z�7--(.cco Addrees/City/rip: � t ANA GRA M Applicant is. t3wrter X Ca*aclor T _ x Dea« *mofworic ,hIFPA 13D ri10E ?Netts- SYSTEM corlstruction Cosa: Est&riated Completim Oaate: ?al Lip w* C-145' Address: State: 04AI rip _ 5;� Phone: I"— 2 n-q!o Conkad Ertl: FIRE PERMIT TYPE WORK TYPE Sprinkler System(#of hwdZj �L _Addition Fire Pump _Siandpipe Alterations _Reif Other. 06W. DESCRIPTION OF WORK. Crxnnterci Educational FEES $80.00 Permit Fee Minimum Contract Value$ O•CO x.01 Surcharge=Contract Value x$0.0005 =$ Permit Fee If the project vakodwt is over$1 million,please call for Sumbarge _$ Surcharge $100.00 Now(hdudes State Sew) =$ TOTAL FEE 314'Fire Meter-$280.0 =$ Fee Meter _$. /D1. OD TOTAL FEE "Requirement r-2 Mete spa of*awWW and qwMcojons,eut sheets on mabedeft and compo wnb to be used I hereW appty for a Fira St W696M System pundt and M the Worn w6w is complete and accurate;the the welt w0 be in coribmance wft the orb wxw and codes of the City of Eagan and viM the fig m esoia Bondi ffe Codes:that t mkmbnd this is not a Wndk txd ordy an appication for a pwrnk and work a not to start wMwtt a permit that the work vO be in accordance with the app ad plan In the can of work wlrch reWm a re view and approvai of plans. / x hsolj t A t om '_ x AppNeatnt's Ptttrted Manes Appilicaffs I Fbw Ab m Dot Test In . Trip. FumP Test Central Station -1� Fib cormsom or Issuance: R~Wawed.bys Vie: ! l t-�V MAR 2 8 n, 2143-ZPW River Valley Way Permit# s 134315 134324 134328 Brad, The question was asked by an inspector about the bolts at the front door area as they stick up an extra 3" or so. Can you tell me if these are longer bolts and still have the 7" embedment, as called out in the concrete specs. Thank you, Dan Frette Construction Manager Daniel.Frettegcalad.com Yes, they are 16"bolts that are left up 6" for your triple plate through the entry way. In short, they have 10" of embedment. Brad Waletzko Poured Wall Field Manager Manor Concrete Construction Inc. Cell: 612-221-1150 Office: 763-497-5420 From: Brad Waletzko<Brad(a,manorconcrete.com> Date: 2016/01/213:09 PM (GMT-06:00) To: Daniel Frette<dfrette@ryland.com> Subject: RE: Carriage townhomes anchor bolts City of Eapil Address: 2143 River Valley Ln Permit #: 134315 The following items were / were not completed at the Final Inspection on: ) -22-N3 Final grade - 6" from siding Permanent steps — Garage Permanent steps — Main Entry m) Permanent Driveway Permanent Gas l/ - Retaining Wall or 3:1 Max Slope Sod / Seeded Lawn S/ - Trail / Curb Damage Porch Lower Level Finish Deck Fireplace fnui; /1 t 143.0z • 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: ( J'' / I f_ /'' /61 G:\Building Inspections\FORMS\Checklists