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2128 River Valley Ln gL Jt/15 7- R, O 6g, 9 _, l y5� 5 /00 . 00 Use BLUE or BLACK Ink / ill f /0 o, 0 L/ For Office Us I V /f f2 c isi, ; °)/-City � Eapall(1/1.6 �t� ---5- '''4' � �� Permit#: 7 II` Permit Fee: Com( cJ.72< 7L}� 3830 Pilot Knob Road II Eagan MN 55122 Date Received: ; Phone:(651)675-5675 I Fax: (651)675-5694 Staff: 2016 RESIDENTIAL BUILDING PERMIT APPLICATION Date: 3/10/2017 Site Address: 2128 River Valley Lane unit#: Fremont CalAtlantic Homes (952) 229-6009 Name: Phone: Residents 7599 Anagram Drive / Eden Prairie / 55344 Owner Address/City/Zip: g Applicant is: Owner / Contractor Z ::;) i/2 1 Type of Work Description of work: Multi-family residence ��4/J Construction Cost: $ 170,000 1 /No Multi Family Building:(Yes ) CalAtlantic Homes Kurt Niska 1 Company: Contact: II Address: 7599 Anagram Drive City: Eden Prairie Contractor State: MN Zip: 55344 Phone: (952)229-6009 Email: Kurt.Niska@calatl.com BC700385 k License#: Lead Certificate#: • If the project is exempt from lead certification, please explain why: The building was constructed after 1978. I 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 Y 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 1 Elander Mechanical, Inc. (952) 445-4692 Mechanical Contractor: Phone: Sewer&water Contractor: Miller Brothers Excavating Phone: (763) 420-9170 1 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.gopherstateonecall.org, 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 xel:L-1.A / , ,A__,)/it, Applicant's Printed Name Applicant's Signature Page 1 of 3 4M:tkl-- f6.4 /fins• �,_€ 1141 DO NOT WRITE BELOW THIS LINE / 4�-6J 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 _ 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 ;9 Id ' ,,41, Valuation J Occupancy MCES System Plan Review Code Edition ;YYItr" .til)"' SAC Units (25%) 100% ) Zoning `" City Water Census Code Stories t Booster Pump #of Units C Square Feet PRV #of Buildings I Length r Fire Suppression Required )( Type of Construction v6 Width –_ REQUIRED INSPECTIONS /1 Footings(New Building). Meter Size: /CI 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 30 Minutes k 1 Hour-' Drain Tile Fireplace: VRough In y Air Test k Final° Siding: Stucco Lath 'G Stone La ., Brick Insulation Windows )J< Sheathing Retaining Wall: Footings Backfill Final //�X Sheetrock Radon Control /'" Fire Walls Fire Suppression: Rough In Final ABraced Walls ° Erosion Control Shower Pan Other: Reviewed By: ` i , Building Inspector RESIDENTIAL FEES i3inc f t, e 1-0 - (I 9 9ZI 71 Base Fee Surcharge , j 1 .: 1 9 1( C5-3 3 Plan Review fro) `� 7 L 1 )f MCES SAC 9'5 ~. c-71, 1p �c-IGX T City SAC (14) Utility Utility Connection Charge y i -= I 9 ,q()- -1 13 S&W Permit& Surcharge t/ 4 Treatment Plant ) 9 00 Copies TOTAL 3 rmo` 1Je CPage'2 of 3 j611 .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 3/10/2017 Mailing Address of the Dwelling or Dwelling Unit: City: r,T a r�i(� 2128 River Valley Lane-Fremont Eagan ` I L`�� 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 monometer 0 0 or other system monitoring device) F o N Location(or future location)of Fan: _ _ it u c u m aE 2 IF fan is required;Attic o Q 3 0 o a o -0 ita < m m d o 0 C > o c 2 a it o Insulation Location 2 Z m m V O w o m `o rn rn E •E ) m as c C N N i— z u LLE. u ED Fe Other Please Describe Here Below Entire Slab d Xr 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 aType 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 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 Component Constructions Job: �� p Date: 2015 Entire House By: Elander Mechanical Inc Plan: FREMONT 700 valley industrial Circle South,Shakopee,MN 55379 Phone:952-445-4692 Fax:952-496-2092 r- ,� wPro ect [nform t d . For: Ryland Homes _ `..>..iZa l. .r�411�.Msa�0ai.:1... . .....D4.lgraCndieaiios 5n . 0 .F... . 7 moLocation: 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 Insul R Htg HTM Loss Cig HTM Gain ft' Btuhm''F 112-'F/Btuh 8tuhff' Btuh BfuhtQ' 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 Irish,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 -1214- wrightsot' Right-Suite®Universal 2012 12.1.06 RSU13410 Page 1 ACCA...ard1Desktop\Heat Losses 20131Ryland Fremont.rup Calc=MJ8 Front Door faces: N LOT SURVEY CHECKLIST FOR RESIDENTIAL /(—/1 --5 6 7 BUILDING PERMIT+ APPLICATION PROPERTY LEGAL: S' �� 4o, $Ick I1 C ii i r ? w. . DATE OF SURVEY: 2. Z// [ LATEST REVISION: U,91f1 Z O z a DOCUMENT STANDARDS ,P1 0 ❑ • Registered Land Surveyor signature and company ❑ ❑ • Building Permit Applicant ❑ ❑ • Legal description ❑ ❑ • Address ❑ 0 • North arrow and scale 2l 0 ❑ • House type(rambler,walkout,split w/o,split entry, lookout,etc.) It ❑ 0 • Directional drainage arrows with slope/gradient% ❑ ❑ • Proposed/existing sewer and water services&invert elevation ❑ ❑ • Street name % 0 0 • Driveway(grade&width-in R/W and back of curb,22'max.) /f 0 0 • Lot Square Footage A ❑ ❑ • Lot Coverage ELEVATIONS Existing ❑ ❑ • Property corners „17 ❑ ❑ • Top of curb at the driveway and property line extensions ❑ p' 0 • Elevations of any existing adjacent homes fir ❑ 0 • Adequate footing depth of structures due to adjacent utility trenches ❑ �' ❑ • Waterways(pond,stream,etc.) Proposed ❑ ❑ • Garage floor ❑ 1a' ❑ • Basement floor g 0 ❑ • Lowest exposed elevation(walkout/window) ' ❑ 0 • Property corners ❑ 0 • Front and rear of home at the foundation N • PRV Required PONDING AREA(if applicable) 0 �° ❑ • Easement line ❑ / ❑ • NWL ❑ yr ❑ • HWL 0 7' ❑ • Pond#designation ❑ if ❑ • Emergency Overflow Elevation 0 ,Er ❑ • Pond/Wetland buffer delineation Y • Shoreland Zoning Overlay District Y • Conservation Easements DIMENSIONS �( ❑ ❑ • Lot lines/Bearings&dimensions )21' 0 ❑ • Right-of-way and street width(to back of curb) ig ❑ ❑ • Proposed home dimensions including any proposed decks,overhangs greater than 2',porches,etc. (i.e.all structures requiring permanent footings) 7' 0 El • Show all easements of record and any Cit utilities within those easements 7' 0 ❑ • Setbacks of proposed structure and e .r setback of adjacent existing structures 0 ❑ • Retaining wall requirements: Reviewed By: // • Date 2/47/7 G:/FORMS/Cert.of Survey Checklist Rev.3-3-11 Located in the NE 1/4 of N Certificate of Survey for: Sec. 19, Twp. 27, Rge. 23 � �,� �� Slopes CalAtlantic Homes /(-116-61 ''ig Wall Wilt House Address: g 1(164 11761 61 2128-2136 River Valley Lane, Eagan, MN House Model: ill Fremont D, Pinehurst F, Newport G, Ontario F, Fremont F 10 FT. OFFSET \ \ BENCHMARK _ x 830.9 \ DETAIL TOP OF SPIKE �� _ EL = 831.10 ....\\ tts \ \\$�g6 A\ �\ $w x \ `69 / 1 \ g`L \ \ > \ 10 FT. OFFSET x 830.4 P ` \ `• / �S\°.0 ,A0 \ BENCHMARK _ c� 83 \ d\ \ / \ TOP OF SPIKE �\ rn�,1c m V 1 \\90-1. .0 ` I x \ I,,, S) I EL = 830.00 \\ ^ '�v \�O l i•� O i T. \ 829.7 x \\ b �• 8 ? >10 l �� \ \ 15 \ �O 5 `O 0� o' �� $ 40 \r\ J� \ `,\\ o bp. „el. N N. >o�® 100 '3,6 ��$ti�o `- \ \ • M .\ (not to scale) STM 0 �5 831.6 x \. Aim \ ctliE ,yg. oo9,'' a `\ , \ \ \ ..� \ \_,,,\ >° 5\*$6 �g P.R.V. REQUIRED . 10� \0 40 �� 6 P • \ \ 830.1 % . ,Q \e,,,. , g c� .\ $ \ �\ /..--d.•"/ 1� c 831.4 \6 O \3�$ \ \ TC i 9Ax 831.3 x O % \ L_ g88.4 -5 9 �1. x 831 % ,\ • 0 % 7\ �-; \ oq� 6+,0% >' OA 831.3 .0 > \ d 071/ ki/1 ` \ \\ \ JJ\\ p.�°q�c, >6 0831.4 \ os \ ° O. 4 I? INSTAIJ. 0. \ I�\ \ 9�0 39 �, \ , s �iito 9 o ERIMETER CC''NTROL\ � x831.2 ` O (�\ �,a� \ \ �'Op r\�� \\ y0 �•• 06• ,y O 058 ®cs$ ti \ 92\ \ \ $ �� ,y 831.8 •u\�i• 4 , \ \ 6 o°Q' \\ ._) <,\\I C\'� J� e� o o' *�6 ;\ o R s, 7\ X2o \\ \\ a�PA�c,? OO +we°f' V s30 1a. �/o `\ \ %� r\ 8*1 �� 9�0 10' c 832.2 ® �� \ \ \ > 9Px 831.1 Ox cP \, --- 1,1 T, \ c•-• \ $e �0 °°-r ,,� • o�, \ x ,yy 4 0�$F x.:3 �. ',i `\ 0, cst \L5� \\ \ `� \ �'L O O °4 \ I �0 6\ 100 ' Ik \___Existing \ \ \ c\�\ \ ,kms F�iPFO O /I 6 /0 y\o$p. \ \ Retaining Wall I \V \/ \ s J x 832.6 11. \ \ \ \ \ 82 , o83X.1x832.9\ y• Jj,7. `a. ®9n o� 835.6 .y�j835.3�C\ `'�® •C1� R \ \ \ i \ i �\ \\r h \ '�o 3, �0 ° 36 ..,, `�„r828.6 \ \ \12 O1\•Cj` --\ \W c`OS°" es oP 831.8 \O '� x \ \ \ �O �, >s 1•)_<2%. 0 1 x ". \\� 0 826.9 / \ \\ >� \�\ \ 829.9\J a oo, �lit 9° \ $�` \ / 833.3 0• \ \ /moi \ \r\ \\ +20'000° 0y$+9 \ \\ \ Oq� 1• 1� ` \ r \ \ \ \ S.(33 c' h0 p \� 9.67 FT. OFFSE N ✓ ) % r TC\ �'e 831.5 \ ` --�_ BENCHMARK \ 1, )\ \ \\ 830.3 •vs 'e 9�O �7 \,o •^ • 1,i TOP OF SPIKE \\ O 0 '100 \(�,_ 832.2 • EL = 833.34 \\ ,i ,7 \ _ \\ \_ ___\ ®C ;Ii0H'' ') - ,,, J / N \ _ \ TC o I j,7 / \ 831.2 I ' 1 No \ 9.67 FT. OFFSE i DRAINAGE AND UTILITY EASEMENT �- BENCHMARK _-2 I - \ TOP OF SPIKE - --__ _ I EL = 831.71 1 H YD Denotes Existing Hydrant \ • .ow- _ 0 Denotes Existing Electric Box wry 7 8Denotes Existing Television Box fr,.- / 08 Denotes Existing Telephone Box By Denotes Existing Light Pole Date •3Ark-2 so Denotes Existing Service EAGAN ENGINEERING DEPT. o Denotes Existing Curb Stop LEGAL DESCRIPTION: x 000.0 Denotes Existing Elevation Lots 36 and 37 Lots 36, 37, 38, 39 & 40, Block 1, .0---0-6., Denotes Proposed Elevation PROPOSED BUILDING ELEVATIONS -- CEDAR Direction of Drainage CEDAR GROVE TOWNHOMES 1ST - - Denotes Drainage & Utility Easement Lowest Floor Elevation: 832.4 ADDITON, Dakota County, Minnesota (per recorded plat) Top of Foundation Elevation: 835.6 -e- Denotes Iron Monument Garage Slab Elevation (at door): 831.7 Bearings shown are assumed Lots 38, 39, & 40 NOTES: 1. Proposed building site grading is in accordance with the GRAPHIC SCALE PROPOSED BUILDING ELEVATIONS grading plans prepared by Alliant Engineering, Inc., 0Immiumil10 20 40 Lowest Floor Elevation: 831.6 last revised 7/28/15. 2. Contractor must verify sewer depth. Top of Foundation Elevation: 834.8 3. Driveways shown are for graphic purposes only. Final driveway (IN FEET) Garage Slab Elevation (at door): 830.9 design and location to be determined by owner/builder. 4. All building foundation dimensions shown on this survey (11x17 sheet) include exterior foundation insulation widths, if applicable. 1038 5711.009 MEP Cal Atlantic Job No. 35050010821-35050010825 Refer to final building plans for foundation details. Carisorhl 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. 0 ISa/icCain Dated this 17th day of February, 2017. ' Signed: rlson McC•' Inc. Ae ENVIRONMENTAL.ENGINEERING'SURVEYING , / 3890 Pheasant Ridge Drive NE, By • i ' Suite 100, Blaine, MN 55449 Thomas R. Balluff, L.S. Reg. No. 40361 Phone: 763-489-7900 Fax: 763-489-7959 Revised: Client Comments - 2/22/17 Peter J. Blomquist, L.S. Reg. No. 51676 Page of BRAUNcmt-dson 4/07 I NTE BTEC Daily Soil Observation Notes Project No.: Date: ., I (2- j 1-1 Report No.: Project Name: 2 (2%- 2 116f_Fn v.-r'uci t? LeAA . Project Location: itA. 36"9.O r a1 4,4••••tTf1 Client: Cr(L 4+1 t....)Y' . Temp/Weather: S WO ' Project Manager: Time Arrived: Departed: Areas Observed: O Building Pad O House Pad ❑ Roadway O Pkng/walks O Footing O Proof Roll O Other (describe) Soil report available? s] Yes ❑ No Report reviewed? ❑ Yes ❑ No Report prepared by: Get copy Benchmark: 1„Pt,-c. 1^: l Benchmark elevation:Ili�-,,1 Benchmark provided by: z y/ w• 11 Finish floor elevation: a k..„, U Bottom of footing elevation:c< Bottom of excavation elevation: Approved plans available? 'j A Specified compaction: Fill source: Oversizing appears adequate? p NA ❑ Yes ❑ No Soils observed agree with Soils report? ❑ Yes ❑ No Soils appear adequate for design loads? 0 Yes ❑ No Proposed project bearing capacity (psf): it, Contractor notified of results? Yes ❑ No Name of person notified: ,,t,,, vj Was a copy of this report left on site? Yes ❑ No If so, whom was it submitted to? UU.. U 5U �.�i N ; arm Em ant ' i I i (, ” ; 0 . , , 1 .n ' ,,,, I s 1111 all 111111111 16111111111A1 I Notes/Comments: ;,Lf t-, I (-G 3 --1 I. 1 i Write'13 .mre€evations, rate excavated, oversizing and type of bottom soils on sketch ( ) 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 C -1Y '� 4140111111 For Office Use v- City p� ' t Permit#: /Z7477(Permit Fee:. �0® 3830 Pilot Knob Road EC : : 1 Eagan MN 55122 Date Received: -7-t.)-(- l 7 Phone:(651)675-5675 "!'_ 1 1 2017 Fax:(651)675-5694 Staff: /-y(yn/� L .Y J 2017 FIRE SUPPRESSION SYSTEMS PERMIT APPLICATION Date: 7— 17-17 site Address: 212.$ RI VALLEY L� J i✓ � ;M r•�� Tenant: Jam"S I Z Suite#: ... Name: CAL ttroa tr I C. �pMes Phone:9J 9" 4`_it Address/city/Zip: 7581 ANA(aft ANt DR. y.ticant is: Owner X Contractor Description of work: !IPPA 131 (j)ET S-YSTE Nf ,- Construction Cost: 39go •oo Estimated Completion Date: /© — z©/7 ".t,N " '' . Name: CI-RC St rtPAK SS I O �EZYI � License#: G—145— q,, ¢r 47C,:v':,,-,,, ;'� w � ' h city: ?Qi tJ h 4 v ': . Address: X'C '� i D. �f�. 37 Ci f „r...1.:,--_,_ t, , zy. State k zip: ,�` 3 Phone: 7103 359 -Ls �f !� `xs la ,- 0 4gf Soil c65w\1.�_ Vc�;4i(Ys Y Wim` SS V :¢' , Contact: C�a,.tz�z Email:,,, FIRE PERMIT TYPE -37--- _ WORK�/ TYPE X Sprinkler System(#of heads,__) X New —Addition Fire Pump -Standpipe —Alterations _Remodel __Other: _Other, DESCRIPTION OF WORK: _Commercial .Residential _Educational FEES $60.00 Permit Fee Minimum Contract Value$ •39t 00 x.01 Surcharge=Contract Value x$0.0005 =$ Permit Fee If the project valuation is over$1 million,please call for Surcharge $ Surcharge $100.00 Residential New(includes State Surcharge) ..r.$ /00, op TOTAL FEE 3/4"Fire Meter-$290.00 =$ Fire Meter _$ /PO.o TOTAL FEE **Requirements:2 complete sets of drawings and specifications,cut sheets on materials and components to be used I herebyapply 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 1 understand this is not a permit,but only an application for a permit,and work is not to start wit out 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. A....rr......v..12.1.4....1 U....... A....r3......a.. et......s...,. 1L/ w(0 E iORQFFICE USE REQUIRED FlowAlarm rtaoh InDin:Test Trip Centa .Stan FinaliPuixlp Telt " Conditions of issuance: Permit Reviewed by: `Date: 1 / 1 1 7 • it For Office Use I -1 li e� ` i e e' Permit#: /��v� „, .,, E AGA N Permit Fee: --7-- /'`� Date Received: 3830 PILOT KNOB ROAD I EAGAN, MN 55122-1810 (651)675-5675 I TDD:(651)454-8535 I FAX:(651)675-5694 Staff: 9.-/ buildinginspections(c�cityofeagan.com L 1 /42f\18 RESIDENTIAL BUILDING PERMIT (A IPPLICATION Date: 1 �� f' \i(Alv), '— Site Address: �'' Unit#: Name: CSA ' Ajl ( ,i1 (o \• o( / Phone:-,..,., CS-1—� 1�� Rea gent! Owner Address/City/Zip: ( ,(-_ 614y% Qc'O1\r 4 tA,ry 0 Applicant is: Owner X_Contractor <° ' � O ,n a \t '- Description of w k: \ 1_ S 'V- ‘,\ ( ocit\Xc. "Type of Work rk 1.: Construction Cos: / 1000 Multi-Family Building:(Yes /No ) Company: ilte dl A 5N•to Contact: earn Contractor Address: SIN,M C,3p SrCity: 1�"1 a � ", /' Y r1 State:ki. Zip:SSJ b 0 Phone Jp(--.A* i__ Email: Oi ru' r(r fL fp ,x License#: Lead Certificate #: If the project is exempt from lead certification, please explain why: 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: Licensed Plumber: Phone: Mechanical Contractor: Phone: Sewer&Water Contractor: Phone: Fire Suppression Contractor: Phone: NOTE:Plans and supporting documentslthat yo it arocOnSidtiled to be public informal on)Portions of the in. ran m L. ' classified as non-public ifyou vrde'specific�lisens t. permit thetOxu fy that[hey-erre trade.:... ... You may subscribe to receive an electronic notification from the City of proposed ordinances by signing up for an email update on the City's website at www.citvofeagan.com/subscribe. 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. 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'n the cas of work which requires a review and approval of plans. x Gar Ay./ 0•°1, x NN Signature Print d Name ✓ A licant's Si nature DO NOT WRITE BELOW THIS LINEI / � y LK) . 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 Plex Lower Level Pool Accessory Building — WORK TYPES 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 'i ---_- I Ocr) Valuation - . , ( Occupancy ^' MCES System Plan Review Code Edition Elva SAC Units (25% 100%)() Zoning eljtCity Water Census Code Stories Booster Pump #of Units Square Feet PRV #of Buildings Length Fire Suppression Required Type of Construction Width REQUIRED INSPECTIONS Footings (New Building) Meter Size: Footings (Deck) Final/C.O. Required Footings (Addition) Final/No C.O. Required Foundation Foundation Before Backfill HVAC_Gas Service Test Gas Line Air Test Roof: _Ice&Water _Final Pool: _Footings Air/Gas Tests Final Framing 30 Minutes 1 Hour Drain Tile Fireplace: Rough In Air Test Final Siding: _Stucco Lath _Stone Lath Brick_EFIS Insulation Windows Sheathing Retaining Wall: ` Footings 1 ' Backfill V Final Sheetrock Radon Control Fire Walls Fire Suppression: _Rough In_Final Braced Walls Erosion Control Shower Pan Other: Reviewed By: , Building Inspector 11 RESIDENTIAL FEES it ''' Base Fee �y Surcharge /L9 Plan Review MCES SAC City SAC Utility Connection Charge S&W Permit&Surcharge Treatment Plant Copies TOTAL Page 2 of 3 LOT SURVEY CHECKLIST FOR RETAINING WALL / / BUILDING PERMIT APPLICATION Address: C-RZ? iQ %pi jail/e44 }„' Applicant Name: &1hti 'i c. �� DATE OF SURVEY: 2 �� f 7 LATEST REVISION: m a **Permits required for Retaining Walls 4 feet high or greater. O z a DOCUMENT STANDARDS ❑ ❑ • Registered Engineer signature and company .�f ❑ 0 • Building Permit Applicant ,0' 0 0 • Address ,0 0 0 • Legal description ,,J2t- 0 ❑ • Lot lines/Bearings&dimensions O V 0 • North arrow and scale ❑ ,23' 0 • Street name ❑ ❑ • Show all easements of record and any City utilities within those easements .,2' 0 0 • Setbacks of proposed structure and side yard setback of adjacent existing structures ELEVATIONS ❑ y' 0 • Property corners ❑ ,B' 0 • Top of curb at the driveway and property line extensions(only if wall is within 30 ft. of curb) fG' 0 ❑ • Elevations of any existing adjacent homes • ❑ ❑ • Adequate footing depth of structures due to adjacent utility trenches 2' 0 0 • Waterways(pond, stream, etc.) ❑ ❑ • At the foundation of the building and/or nearest structure PONDING AREA(if applicable) ❑ 7' ❑ • Easement line ❑ fa' ❑ • NWL ❑ 7 ❑ • HWL O 0 • Pond#designation ❑ 7 ❑ • Emergency Overflow Elevation ❑ 7 ❑ • Pond/Wetland buffer delineation Y ( • Shoreland Zoning Overlay District Y �J • Conservation Easements RETAINING WALL INFORMATION , 0 ❑ • Location of Retaining Wall on property ,B' 0 0 • Top&bottom elevation at each end of wall and any change in elevation in between ❑ ❑ • Type of material (i.e. modular block, boulder,etc.) ❑ ❑ • Directional drainage arrows with slope/gradie t% Reviewed By: _esag6,%' . Date/4//(9 G:FORMS/Building Permit Application-Retaining Walls Rev.5-4-09 \I 4a .a-I'llsef"7 -2l&& 7 v" � 7 C% 6/11- 6\1 /�8//e 7. 11/97 n'XiAdVt:161/6<'''d- 1167 -47 -1/.a/4 • �� RE:Cedar Grove Building 8 Boulder Wall imap://imap.aol.corn:993/fetch>U1D>/INBOX>26748369?header... '..-. Subject: RE:RE: Cedar Grove Building 8 Boulder Wall From: Shawn Wenzel <Shawn.Wenzel@calatl.com> Date: 10/30/2017 2:04 PM To: Jeremy Frana <Jeremy.Frana@calatl.com> CC: Nick Mertz <Nick.Mertz@calatl.com>, Botanizelnc Barry <botanizeinc@aol.com> Thanks for the update.The plan for the fence was to match the townhome stair railing;a black ornamental fence, cimilar to our model fencing.Town&country Fence would be the supplier&installer, but the material has not been ordered and i don't know their availability. live attached T&C's contact information.Who installs the railings? ' mark Wassink 1 1", oit Town&Count,/fenct, i /6 Date- LAGAN ENGINEERLNG vLyr, t, 45 \ ...0,-- \\- siDEWALK (TYR) ; \ •:;..._ („‘ ' , lir. * $1\ illto Z----------- .y... 29 4,4,444; .:, ---:-,5 lc- 4.4 41 ? ),s‘ \ io 40 ,,,,, 39 , , -N, _BOUI-CER RETA/MG WALL 10. d:::* #''ii, N- Vii HALING (TO MATCH \ . V "" -' TOWHOME UNIT STAIR RAILINGS) , 32 ' * -.- - ';'-- , • ,---- ' % '\C\'‘ ' --\\\\- - • s-, . - 'N.:N-1'1-- ' s'..- '411;di•'''\ \ - - 36 \ . ' # -- , /- ---'77 '- ,tu.zi. .-*.' BOX FOR FUTURE • ke ,- .• , —— — ——— —— 1 of 2 10/30/2017 2:36 PM /677W SCHIMNOWSKI EN-6 ! NIERS CRITERIUM-SCHIMNOWSKI ENGINEERS 161 DUNBAR WAY MAHTOMEDI,MN 55115 TEL 651 779-7700 FAX 651779-7114 www.criterium-schimnowski.com December 14,2017 ti Barry Hazelton n L So Botanize, Inc. qs,-L 319 Shimmcor Street Mayer, MN 55360 RE: Boulder Retaining Wall Evaluation Cal Atlantic Homes at Cedar Grove(2128—2136 River Valley Lane) Eagan, Minnesota Project#17-3051 Dear Mr. Hazelton: This letter is being sent per your request regarding the recently constructed boulder retaining wall at the above address. This evaluation is based on verbal information and observations provided on November 15, 2017. The construction of the retaining wall is structurally stable and in general conformance with boulder retaining wall and construction industry standards.The wall was constructed with stone of sufficient size and setback. Other typical construction details such as use of drainage elements also appeared to be followed correctly.As is normal for boulder retaining walls of this type,some wall movement and soil settlement should be expected. I recommend that concentrated areas of surface water be directed away from the wall.Several photos were taken for documentation, some of which have been provided as part of this report. This evaluation was performed using the design guidelines presented in the third edition of the"Design Manual for Segmental Retaining Walls"(DMSRW)published by NCMA in 2009. Direct all surface drainage away from the retaining wall. If soil conditions, proposed layouts,or other design parameters vary from that assumed, a revised analysis might be needed. Please call me if you have any questions or need more information.Thank you. Sincerely, ,NS‘ SCklAik £`" Paul Schimnowski, PE diG t LICENSED PROFESSIONAL ENGINEERS b HOME&BUILDING INSPECTIONS STRUCTURAL EVALUATIONS ASSOCIATION RESERVE/TRANSITION STUDIES RESIDENTIAL/COMMERCIAL RETAINING WALL DESIGN&EVALUATIONS / 7c/ V Cal Atlantic Homes at Cedar Grove Eagan, Minnesota December 14,2017 Page 2 of 2 TERMS AND CONDITIONS This WALL EVALUATION and ensuing recommendations is expressly made subject to the following terms and conditions to which all persons that receive and rely thereon agree: 1.Standard of Service—Services performed by ENGINEER under this agreement shall be performed in a manner consistent with the skill and care ordinarily used by members of the engineering profession practicing under similar conditions at the time and in the locality the services are performed. • Client recognizes that interpretations and recommendations of ENGINEER are based solely on the information available to the company. • ENGINEER will be responsible for those interpretations and recommendations,but shall not be responsible for the interpretation by others of the information developed • Services provided reflect the professional judgment of ENGINEER,to the best of ENGINEER's knowledge, information,and belief as of the date hereof. • No other warranty or guarantee,express or implied,is made. 2.Said design is based entirely on and expressly limited by the scope of services ENGINEER has been employed by Client to perform and as described in WALL PROVISIONS and LIMITATIONS. 3. If the ENGINEER is hired for any construction phase services or site visits, it is understood that the Contractor,not the ENGINEER, is responsible for the construction of the project,and that ENGINEER is not responsible for the acts or omissions of any contractor,subcontractor or material supplier,for safety precautions,programs or enforcement; or for construction means, methods,techniques,sequences and procedures employed by the Contractor. 4.OWNERSHIP OF DOCUMENTS:All reports,field data,field notes,calculations,estimates and other documents ('reports')prepared by Engineer,as instruments of service,shall remain the property of Engineer.Client agrees that all reports furnished to Client or his agents,which are not paid for,will be returned upon demand and will not be used by Client for any purpose whatever. Engineer will retain all pertinent records relating to the services performed for a period of five years following submission of the report,during which period the records will be made available to Client at all reasonable times. 5.TERMINATION:This agreement may be terminated by either party by written notice.In the event of termination, ENGINEER shall be paid for services performed and expenses incurred up to the termination notice date.Neither Client not ENGINEER may delegate,assign,sublet or transfer his/her duties or interest in this Agreement without the written consent of the other party. 6. To the fullest extent permitted by law,Client and ENGINEER(1)waive against each other,and the other's employees,officers,directors,agents, insurers,partners,and consultants,any and all claims for or entitlement to special,incidental,indirect,or consequential damages arising out of,resulting from,or in any way related to this wall design and written report,(2)agree that ENGINEER's total liability to Client shall be limited to the total amount of compensation received by ENGINEER and(3)if an action is brought against the ENGINEER and the ENGINEER prevails, ENGINEER shall be entitled to recover costs and expenses,including reasonable attorneys'fees and costs. ea r �v 44 raW �. 4P CRITERIUM-SCHIMNOWSKI ENGINEERS TEL 651 779-7700 /q 7y Location Photos Taken by: Inspection Date: '''' Rt• • 1V FI a/Atlantic Homes at Cedar Grove. Paul D Schimnowski,P.E. December 14,2017 Eagan,MN ENGINEERS iy3 r.. • _ n � „ --r` = . s s -- I View along boulder retaining wall. 2 Measurement photo of wall height. g` :--.---—---'-' ---”- .--"-Ye--4 ,-,------:---•:-.,—-,—,:,-----, ,;,...,Anr.-4,,m-,'.. .,-,.---. •-„E':,4I ..-:--;1...,.-:.,.7...,:.: , -,<:-t . 3 Measurement photo of boulder depth. 4 Boulder wall in good condition.