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Home My WebLink AboutBuilding 99-1275 (lLtrtificate of tmccupanry CITY OF PRIOR LAKE . - j1ltpartmtnt of JJuiUring 3Jn.uptctton - \\~Final Permitted 0 Conditional C.O. Expires '~iS Certificate issued pursuant to the requirements of Section 307 of the Uniform Building Code certifying that at the time of issuance this structure was in compliance with the various ordinances of the City of Prior Lake regulating building construction or use. For the following: Occupancy Type RJ SINGLE FAMII.Y VN Bldg. Pennit No. 99-1275 Use Classification Type Construction Fire Zone N/A Zoning District R 1 Legal Description [,5. HI. FOURTH Annr1'rftN TO NORm ~HORR OAJC~ Owner of Building Contractor's Name & Address LARRY SEVERSON. ROB,ERT D. HUTCHINS Date: Building Official ~.l' . (> '1 > 0 '1 , (, /;) \ POST IN A CONSPICUOUS PLACE Site Address 14 ~ 1 t FISHER AVENUE NORTHEAST 14700 DORY CT., APPLE VALLEY, MN 55124 JENNI TOVAR City Planner Date: .-.-.--...------.--.----.--,..--""...----~..-----------.--..-~-~-~----._--.-.~._-,_._--_.._.-,-._..~____A .._. ;:;- 0 0 ~ o~oooo "D 0 > -0 III :I: ~ C z_ ~ 0 0 en'Tlz'Tl'Tl'Tl 0 c ~:;! g 0 0 0 ~ ::u ::u ::jzen~OO z m ::u mO > 0 ::u m>c: c:0 m ::u m O'Tl :: ::u ::u " -r-~3I:Z-I en t'l, r- m m Z -c- Z en :::!"D r- 0 0 en en -I~>~ 9 O::u =-:. t -I -I > "D - -I z- t'l, 7ij -I m 0 - zO ~ .... en o Z 0 I 0::U S Ul ~ -I Z ClI 5 :::!~ ~ 01 0 0 -I Z 0" 'Tl tf~ 0 mm ~ 0 .~ ~ ;:0 ~ -I 'tl "D N ~ :I: ::u ::u ~ m 0 000000 z 0 0 ~ m m m 3I:'tlen=:3I:"D >< m m -I c c mr-~>mr- >:I oC: -IOC: ~ (S Z :I:3I: m:I:3I: "D 0 en en .... 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DATE FlSH5 / 9-d tj- '11 12./ BUILDING INFORMATION 11. SIZE OF STRUCTURE (Height) (Width) (Depth) 3. LEGAL DESCRIPTION LOT ~ ADDITION 'Tact"ii' 4. OWNER (Name) I-~q.~ <2. <;c:vca I""" 5. ARCHITECT (Name) 12. NO. OF STORIES BLOCK PID Z5-0M- 06c:'-0 13. TYPE OF CONSTRUCTION 6. BUILDER 14. FLOOR AREA APPORTIONMENT USE AlJD, r ~,,~ (Name) (Address) 15. NUMBER OF OCCUPANTS OR SEATS OCCUPANTS / I 0T/7/V6 /lJ8utmS 7. TYPE OF WORK Fireplace 0 New Construction 0 Alterations [I Chimney 0 Misc. #~p- 8. PROPERTY AREA OR ACRES Sq. Ft. /f Septic 0 Addition 0 Deck 0 Finish Attic 0 Re-roofing 0 Porch 0 Re-siding 0 Finish Basement 0 SEATS 16. PR~CT COSTNALUE ~ 48 oOt:) . 17. COMPLETIO DATE L?6I'-c. :J / /1 <t Depth /$ I hereby cerllfy that I have furnished information on this application which is to the best of my knowledge true and correct. I also certify that I am the owner or authorized agent for the above mentione prope and that all construction will conform to all existing state and iocal laws and will proceed in accordance with submitted plans. I am aware that the building official c rmit for just cause. Furthermore, I hereby agree that the city official or a designee may enter upon the property to perform needed inspections. X q/Z'){r;C; license No. Date FOR ADMINISTRATIVE USE SETBACKS: Required Actual MATERIAL FILED WITH APPLICATION Front Back Side Side SOIL TESTS o ENERGY DATA o "Sr-v OFF STREET PARKING SPACES REO. SPACES ON PLAN PERMIT VALUATION PILING LOGS 0 PERCOLATION TESTS 0 BUILDING DEPARTMENT VALUATION USE OF BUILDING PLANS & SPECS 0 SURVEY 0 SETS COPIES PLOT PLAN o TYPE OF CONSTRUCTION: I II III IV V Occupancy Group A B E F HIM R S U City: Amount Brought Forward .................. $ Park Support Fee ........................... $ S6'O ~ SAC ......................................... $ f 0>6{9 ~ /\)-~ Collective Street Fee ....................... $ SewerTap ................................... $ - $ Pressure Reducer 1'.6..................... $ t{t;,o 0 Meter Horn ......6"[...,..................... $ Water Meter ...../.~........................ $ I 25', (} (/ Sewer & Water Connection Fee ........... $ / ,26{) ,0) (3 ( Water Tower Fee ........................... $ 100 ,t:!> (J Water Tap ................................... $ I , '5b(1) . t"JJO , _~ L:X9 .a:.> ~ 013;6./4- Receipt No. ~ S- '1-(j By fC-(J/f Division 1 2 3 4 Permit Fee ................................... $ 5.'5~ .i5" ,,- 3G. I ,81 ' 24...190 ". Plan Check Fee ............................. $ State Surcharge........................."... $ Penalty....................................... $ Plumbing Permit Fee ................... .... $ Mechanical Permit Fee ..................... $ /60. 00 ' 1.[0 . & 0 :SS-. 56 (\ ~,GOjJ \JV:\' 1 \~{1 II \ Sewer & Water Permit .................. .... $ Issued 24 hour notice for all inspections 447-9850 ~r::i2..~.-_~2 ..~...2L~~"p..~1~~!".,,:,,~_1;:~r/Alta H.t~ & Plg 4401740 P.01 CITY 01' PRIOR I..AKE PLUMBING PERMIT Pate Rec'd 3-20 - OL ~;:. ~ IP~NO.cr:t-/Z75] I [W~Qr~ \ . PIJJ~-OM-OO"-O I ~ --~~ I~~I/ . Ih-e. LEGAL O!$ClUP'1'TOJlJ (alBa we cmly) , LOT 5' BLOCK / ADDmON4711 /1/.JO/J. -nJ ;4/(J~7Jf .>ffO~ cl4t:::S 'Sc..h lAr ..i~ _, Q5;),- 4~-:{"~ \ =: C7v-C3 APPUCANt'SIGNATURE ~~~-4~~ (City) . (Zip Code) ) q&j;}.,~ 4- 4-7-8<l&:; DAlE ~ ~O --ad- =-:;;;:;~J~ry~ (A4dIcss) (Conua: PcnOD) Type 0 \lire ower ID COII\pII1nacIJ siok - RE sc:IIDIllLX Industrial, COl'I\lI'Ietelal a Mlald.funi\~. 1% oljob cost...nth. 53'.50 minimum PLUMBING PERMIT FEE S STATE SURCHAIlGE S 'lOTAL PERMIT FIJ; S S99.SO E.!rimaled Cost S BlIUding Pwrmit 1# _ .50 IO"'~ U. OIl"') Thi. ApplialdDa ....... Your .....1.1 Per_ill WIt_ Ap""'" ~- 3-Z0-0~ .....\. C)IIIeDI ... -t~.1 ~... ~ . ~_O ::Z- 14 bur 1I0lice for alt n.spa:tio.sl'!Z) 441-91150t ~. (.952) .....,~.S GREEII - fILE YELLOW - APPLICANT GOLD - CIl Y CITY OF PRIOR LAKE S.w. No. C/ tf' -/2- 75 SEWER AND WATER PERMIT NOTE: Sewer and Water contractors must be registered with the City. APPLICANT: r-/S~ ADDRESS:~4 SIGNATURE:~ SITE ADD~S': (,5/. ~3 . BroOD jO.(p.OO PERMIT # qq-/z 75 PID# 25-084- - oo~. 0 FILL IN THE BLANKS 1. Estimated length of water service feet. 2. Size of water service inch(es) . 3. Location of any couplings from structure feet. 4. Type of sewer pipe. ABS PVC Cast Iron 5. Estimated length of sewer line feet. 6. Clean out (if required), located at structure. feet from ------------------------------------------------------------------ --------------------------------.---------------------------------- This application becomes your permit when approved. BY DATE: ------------------------------------------------------------------ ------------------------------------------------------------------ FEES: $ $ $ 35.00 .50 35.50 Sewer and water line connection permit. Surcharge TOTAL * Fee for either sewer or water individually is $~11.~ plus $ .50 surcharge. * Sewer and water permits issued for new construction must be recorded on the building permit card at the time of issuance to insure that no duplicate sewer and water permits are issued. RECEIPT # REC'O BY PAID ..~\\~~a\\ ~~\O .. ~~ ~\ 9'l~\~G DATE PAID AMOUNT 16200 Eagle Creek Av. S.E., Prior Lake, Minnesota 55372 / Ph. (612) 447-4230/ FAX (612) 447-4245 An Equal Opportunity Employer CITY OF PRIOR LAKE BUILDING PERMIT, TEMPORARY CERTIFICATE OF ZONING COMPLIANCE AND UTILITY CONNECTION PERMIT Date Rec' d (Please ADDRESS ILl:ll \ at bottom) F,s.,^er- A~. White File Pink City J Yellow Applicant l PERMIT NO'~~_I-:l'1s- J ] ZONING (office use) LEGAL DESCRIPTION (office use only) LOT S BLOCK ADDITION rOUl'~'" Jq~, +0 l'J~ Shn-L O~ PID ~s -08tf-oCXo-4J OWNER G C' L (Name) t"EEj- =r-I W etdA - #Ur. J't"~<"TC'#, (Phone) (Adme,,))/ :;>4'h 2....../A'. c:""~-~ ('of ~"'... ~/.-~ j'/'v BUILDER (Name) .r ....r fl::3r--'- (Address) (Phone) TYPE OF WORK ~ o New Construction I hereby rertilY tim' I h,,, furn;,hed ;"form,tioo 00 th;, 'pplk'tioo whkh j, '" <he "", of my koOWkdge true md ronect. I ,,", rertilY 'b" I ~ the own" PC that all construction will conform to all existing state and local laws and will proceed in accordance with o 1al can revoke this permit for just cause. Furthermore, I hereby agree that the city official or a designee may ections. ODeck OLower Level Finish o Fireplace gMisc. l4ou~Q... x Permit Fee $ Plan Check Fee $ State Surcharge $ Penalty $ Plumbing Permit Fee $ Mechanical Permit Fee $ Sewer & Water Permit Fee $ Gas Fireplace Permit Fee $ ecomes Your Building Permit When Approved {- 2:s" (<X:J t Date OPorch ORe-Roofing ORe-Siding OAddition OAlteration OUtility Connection PROJECT COST/VALUE (excluding land) $ X Contractor's License No. /-cJ~-o/ / Date Park Support Fee # $ SAC # $ Water Meter Size 5/8"; I'" $ , Pressure Reducer $ Sewer/Water Connection Fee # $ Water Tower Fee # $ Builder's Deposit $ Other $ TOTAL DUE $ I Paid Date t Receipt No. By This is to certify that the request in the above application and accompanying documents is in accordance with the City Zoning Ordinance and may proceed as requested. This document when signed by the City Planner constitutes a temporary Certificate of Zoning compliance and allows construction to commence. Before occupancy, a Certificate of Occupancy must be issued. Planning Director Date Special Conditions, ifany 24 hour notice for all inspections (952) 447-9850, fax (952) 447-4245 99- /2- 75 White - Building Canary - Engineering Pink - Planning The ('enlrr of Ihe' L.ke Coun.ry BUILDING PERMIT APPLICATION DEPARTMENT CHECKLIST NAME OF APPLICANT APPLICATION RECEIVED OfT/ Nq MOV612S /{)/2-Z-/C?9 r ' The Building, Engineering, and Planning Departments have reviewed the building permit application for construction activity which is proposed at: /42/ / F/SHe-R.. /9-1/6 A/6 x:: Accepted Accepted With Corrections Denied /~ ~ Reviewed B~(J~~.. Comments: I. lke.. hO<Js~ ~ ~ C'IAt~ chur'ld,~ O"Js;.. ()~.., Q~~.,~ cJ-.. J" =U\p~. Date: .I 1- Lj -9; "The issuance or granting of a permit or approval of plans, specifications and computations shall not be construed to be a permit for, or an approval of, any violation of any of the provisions of this code or of any other ordinance of the jurisdiction. Permits presuming to give authority to violate or cancel the provisions of this code or other ordinances of the jurisdiction shall not be valid." /) --- .....-- (/(/. /2 I~~ Tho ('onlo, or Ih. L.kr Counlry White - Building Canary - Engineering Pink - Planning BUILDING PERMIT APPLICATION DEPARTMENT CHECKLIST NAME OF APPLICANT APPLICATION RECEIVED () "IT / /\/6; /l! ( [/ [~/C:.~ / / /C./ 2- 2. 97 / f The Building, Engineering, and Planning Departments have reviewed the building permit application for construction activity which is proposed at: /42/ / FISI-IE:k I-J l/6 i\;6 Accepted / Accepted With Corrections Denied Reviewed By: kJA....TEll fI-lR~SMA"'N Date: If / 'si '" , , Comments: ::x: ~0<;.C.E.~T€.Q -r".. C,RE:c; Sc:....W~ICrl THAI fI DMI,uAC,e:: EAsVltNI ~Ho\JL-D [3E: f>>11lE.,.J To IHC CI,Y DyE. "/0 r>:IE.. ~ ~ u..)\ Qv(.. DAA\~E SITVA'-IO",J <"ON ri-l,<. Lor-. HE:. tl<;.RF~L) WI r>-+ >"1f: AA>l) :SIA-TEn f-\E Wo u '-D Po(lS ue;.. "'E.lI'N(o -'-Hl~ 8l~EJ'1ENI I'tT A LIlt rEJ? 1:mn:. SE:S. IrJFoft."'\AT/O,.} ON r..-lE R E. IJF.J/.S e: $0, OE.. :>1::(;:, A TT1'\C.HI'\E:NTS /. F..v"'l.- ~n.qoE. INSPE:crtOtV !iJF"fl..-lAnOfo..J 2. I (;~1l0IN' ~ F n. OSo\o.u r.OAYm.Cl.- PI-At0 '3. EitoS.OIV CONT7I.O<- f11t:-t1Svlt..~S "The issuance or granting of a permit or approval of plans, specifications and computations shall not be construed to be a permit for, or an approval of, any violation of any of the provisions of this code or of any other ordinance of the jurisdiction. Permits presuming to give authority to violate or cancel the provisions of this code or other ordinances of the jurisdiction shall not be valid." 1~/Ol/99 WED 15:06 FAX 6128902753 STOCKER EXCAVATING 141001 ~ . .fI1t.e: YI:UO.. - APPI.IC.&~ GOUt . CITY CITY OF PRIOR LAKE. NO. qq-/2-76 SEWER AND WATER PERMIT' NOTE: Sewer and Water contrac:tors must be registered with the cit:y. APPLICANT: DC Mechanlcal/St:oc;:ker Excavat:ing PHONE: 890-4241 ADDRESS: SIGNATURE: 8247 lI.st 12S<h s~ HI< CjJo/lAi{ 14211 Fischer Ave 55378 DATE: 12l1/qq SITE ADDRESS: BLDG. PERMIT # qq-/d 7S 1<.1 PID# 25 -084 - 00&--0 FILL IN THE BLANKS L Estimated length of water service \f'J r\"'r\ :t feet'., 'P~\O G pe.f\~~ \ eU\\-O\~ 2 . size of water servic:e inch(es) . 3. Location of any couplings from structure feet. 4. Type of sewer pipe. ASS PVC-x-- Cast Iron____ 5. Estimated length of se~er line feet. 6. Clean out (if required), located at struc:ture. feet from ~~~=~~~==~~~==~=~====~_~~~~=;e~~~~=~~===;~=~==a~~_~==~~=~~ This ap~ti~~t when approYed~ BY . 7J . DATE: /;:L. I ~ f 9 1/ "0 =-~~~~~==~~~==~====---==~===;==~=~=-"==-~=====~-~====;~=~~~~== FEES: s S $ 35.00 .50 35.50 Se~er and water line connection permit. Surcharge TOTAL * Fee for either sewer or water inoividually is $20.00 plus S .50 surcharge. :t: Sewer and water permits issued fer new construction must be recorded en t:he buildihg permit card at the time-2~ issuance ~o insure t:ha. t no . duplica~e sewer and wa~RAlEJEW1:FH are 1ssued. , BUILDING PERMIT PAID 12/1 /9'1 AMOUNT PAID DATE: RECEIPT '# REC'O BY d/d{&-r----- / 16200 Eagle Creek Av. $,E.. Prior Lake, Minnesota 553721 Ph. (612) 447-42301 FAX (612) 447-4245 An Equal Opportunity Employer """....,........_--.--.~"~~....~ BRAUNSM INTERTEC Braun Intertec Corporation 6950 West 146th Street, Suite 131 Apple Volley, Minnesota 55124-8520 612-431-4493 Fox: 431-3084 Engineers and Scientists Serving the Built and Natural Environments December 30, 1999 Project BODX-99-329C Mr. Don Stocker Stocker Excavating Company 8247 West l251h Street Savage,1f.N 55378 IMI_ , '4'IIW ~., Dear Mr. Stocker: Re: Excavation Observations and Compaction Testing, Proposed House, 14211 Fisher Avenue, Prior Lake, Minnesota As you requested on December 8, 1999, excavation observations and compaction tests were conducted at the abuve referenced location. The purpose of our excavation observations was to aid in evaluating the suitability of the excavation bottom soils for support of the proposed fill and/or foundations. The purpose of the compaction tests was to aid in determining the densities obtained in the fill placed and compacted for foundation support. Available Information TIle proposed house is a two-story lookout with attached garage. The building envelope is about 75 by 30 feet. Existing fill had been placed on this lot prior to our site observations. Existing grades on the lot within the building area ranged from about 941 to 932. Finished floor elevation for the basement is 933.4 and the garage 941.1. Excavntion Observation Our observation was conducted on December 8, 1999, by a senior engineering assistant. At the time of our observation, the existing fill and underlying topsoil had been removed. Bottom of excavation elevations ranged from about 927 Y:z at the center of the west footing line to about 932 Y:z along the north footing line and from 930 to 938 along the south footing line. The soils removed ti-om the building area consisted of silty sand and clayey sand fill and clay topsoil. The soils exposed in the excavation bottom consisted of silty sand and lean clay. Based on our shallow (less than 3 feet deep) hand auger probes, the silty sands wel e judged to be medium dense and the lean clay in a very stiff condition. Stocker Excavating Co. Project BODX.99.329C December 30, 1999 Page 2 The excavation had been oversized up to about 5 feet beyond the outside edge of the footing depending on the fill depth at that particular location. Up to about 6 feet of fill will be required to establish basement floor subgrade elevation. The fill was obtained from the cut portion of the lot (southwest building area). Compaction Tests Three compaction tests were conducted on December 9,1999. Results of the compaction tests and Proctor are attached to this report. The compaction tests met or exceeded the minimum . density requirement of 95 percent of standard Proctor density (ASTM D 698). Conclusions Based on the soils observed in the excavation bottom and sampled in our shallow hand auger probes, it is our opinion that the silty sand and lean clay soils are adequate for support of the proposed fill and foundation loads. Based on the construction staking by Stocker Excavating, adequate oversizing was pro\'iderl along all building lines. Based on the results of our compaction tests, it appears that the fill has been compacted to meet or exceed 95 percent of standard Proctor density. General Services perfonned by the geotechnical engineers for this project have been conducted with that level of care and skill ordinarily exercised by members of the profession currently practicing in this area. No warranty. expressed or implied, is made. It should be noted that standard penetration test borings with power equipment were not taken to evaluate the soils at depth. However, the soils which were visible and the results of the hand auger probes indicate that the risk of detrimental settlement due to poor soils at depth is very small and we, thus, recommend that it be assumed by the owner. The cost for taking soil borings to better define that risk does not appear wan-anted. Stocker Excavating Co. Project BODX-99-329C December 30, 1999 Page 3 It has been a pleasure being of service to you on this project. If you have any questions, please call Jim Samuelson at (612) 431-4493. Sincerely, Braun Intertec Corporation ames M. Samuelson Branch Manager ;L- Professional Certification: 1 hereby certify that this plan, specification or report was prepared by me or under my direct supervision and that I am a duly Registered Professional Engineer under the laws of the State of Minnesota. F~ !ohn T. Carlson, PE Senior Engineer Registration Number: 20663 Attachments: Report of Field Compaction Tests, Report 1 Proctor P-I c: Mr. Paul Baumgardner; City of Prior Lake J1nsll?jb:r1b\?9329clrpl BRAUNSM INTERTEC Braun InNrtec Corporation 6950 West 146th Street, Suite 131 Apple Valley, Minnesota 55124-8520 612-431-4493 Fax: 431-3084 Engineers and Scientists Serving the Built and Naturel Environments Report of Field Compaction Tests Date: December 30, 1999 Project: BODX-99-329C Report: 1 Client: ~r.l)on Stocker Stocker Excavating Company 8247 West 125'" Street Savage, MN 55378 Project Description: Construction Testing Services 14211 Fisher Avenue Prior Lake, Minnesota Max. Lab Inplace Specified Soil Optimum Dry Density. Inplace Dr" Rela:ive Minimum In and Moisture* (Std.Proc.) Moisture Density Compaction Compact. Test Date Type Classification (%) (pef) ('Yo) (pef) (%) (%) Comments I 1 12/9/99 N P-l: SM 10 128Y2 9 124 96 95 A 2 12/9/99 N pol: SM 10 128 Y2 10 121 95 95 A I 3 12/9/99 N P-1: SM 10 128 Y2 9 122 95 95 A I Key: N SC = * = Nuclear, ASTM D 2922 Sand Cone, ASTM D 1556 O.M. and M.L.D.D. rounded to nearest 0.5 A = Test results comply with spe-:ifications. B = Test results do not comply with speci1ications. C = Test results meet zero air voids criteria. = I Test Test Location Elevation ~ 1 House Lot #14211. 25'S, 30'W ofNE building corner, pad backfil~ 929 2 House Lot # 14211, 50'S, 30'W of NE building corner, pad backfill 930 i 3 HOllse Lot #14211. 75'S, 45'W ofNE building corner, pad backfill 933 I I I I I I Elevation Reference: ')l)J2I)Clcts-1 BraU~ion . @ .~ mes M. Samuelson ranch Manager 140 ...... ...... 135 ........ .....r-.... "...... .... ......."'- u I I 0- 130 I >, I .... -"""""~..... Ul C ~ Q) lJ >, 125 l... 0 ...... ....... ............. I"'ooo~""~ ~.:'r....... ~.............. 'iii",. ........~ '" ........r--... " ......r--.,. , ....~ .. 120 115 I i I I 8 9 10 1 1 Water content. 7- Test specification: ASTM D 698-91 Method B, Standard Elev/ Date Date Sampled Depth Tested Sampled By 12-9-99 12-9-99 JWH Size of Percent Percent Percent Oversize Oversize on 3/4 3/4 to 3/8 3/8 in 5 1 4 TEST RESULTS Maximum dry density ~ 128.5 pcf Optimum moisture = 10.0 % Project No.: BODX-99-320C Project: 14211 Fischer Ave. Location: Prior Lake, MN. Test No.: P-1 Dote: 12-09-1999 BRAUN INTERTEC 12 .... ZAY far Sp.G.~ 2.65 13 14 As Received Preparation Moisture Method Moist Percent 3/8 to #4- 95 Rammer Type Manual Natural Moisture Specific Gray i ty 2.65 MATERIAL DESCRIPTION SM; silty sand. f-med., trc. orav.. brawn Remarks: Specific gravity was assumed House pod bjckfi I I Fig. No. 867 -- -Residential Building Permit Checklist New Construction for Single or Two-family Dwellings in R-l or R-2 BY:~ ~ ~, Date: [\_ S S4 Building Permit # 'en - 1 L 7 ~ PID: Zoning: Site Address' Legal: L < B \ Subdivision: g~ ~d{:2,aJ5 ~1 Existing Structure: YES or NO Existing Nonconforming Structure? YES or NO IG) I NO I I CONFORMS TO ZONING ORDINANCE Yard Setbacks: NOT APPLICABLE Requirement Proposed /~ CODE -::::' . Front Yard I... 25' ?€ (or setback average if in-fill lot) . Side Yard 10' (25' if abutting a street) ;Q . Side Yard 10' ,Sq . Rear Yard 25' (I) 2- . Sidewall exceeding 40 feet required additional Wall over 40'? - side setback of2" for every foot over 40' long ~ . From 100 year flood elevation of Wetland 30' - . From OHW (prior or Spring Lake) I 75' or setback average of adj acent - Structures no less than 50" Yard Encroachments: Eaves and Gutters no more than 2 feet in width and no c1qser than 5 feet to a lot line. NC and ot!-:er equipment cannot encroach on interior side yards. Lot Coverage (Structures Only) 30% Maximum Significant Trees: N~ICABLE ----MEETS coDE-, · Total Caliper Inches · Can remove 25% ofT.C.I. · Caliper Inches Removed · Caliper Inches Preserved · Replacement .::: 1 Requirement ~:1 L:\TEMPLA TE\BLDGLIST.DOC White - Building Canary - Engineering Pink - Planning Tho Conlor of tho l.ko CODnlry BUILDING PERMIT APPLICATION DEPARTMENT CHECKLIST NAME OF APPLICANT APPLICATION RECEIVED ".y '- , The Building, Engineering, and Planning Departments have reviewed the building permit application for construction activity which is proposed at: Accepted /- Accepted With Corrections Denied Reviewed By: ~ t.- L~O!':~ Date: _It-I/o -Ll0 commentf 5~^-~ t-u-q- "V,e.L ~~'1 -' :s l7- ~~e~ t M~-v- ~ks ve~~ :: tD"7 (f; ,PeN~-vrd y~<vc~ (~ 1.5"'% ~ ~ 12! ~ '7 ?J C'9 ~q)iVe{t M~ Mc-kes ~~<e-r~ t 2-<1 <l\'>Me $ G ,<)0 ~ SL; f1-,rC<eA.S ~~ = jff ,S- ~I ~ r~c-,,\t~'iQ ~N:-d2e 'hr~;V\.1fe.'\Tcv-'1 {~~ ~ eLM--evlL--'-t<.V\. (.9L.A€. ~../ tr.91,Nl F.v1MfCt~~ ~,l tJ'.e LlJe<, ~~ [~JU~~29iA1 '~C~~cr-~ ~_~ ('~c~ ~ O{~~~"'\ ~Lt~'r~~ ~~T'o v~eA- {J/e~i)~s ~~~~M, "The issuance or granting of a permit or approval of plans, specifications and computations shall not be construed to be a permit for, or an approval of, any violation of any of the provisions of this code or of any other ordinance of the jurisdiction. Permits presuming to give authority to violate or cancel the provisions of this code or other ordinances of the jurisdiction shall not be valid." PRIOR LAKE INSPECTION RECORD DEPARTMENT OF BUILDING AND INSPECTION SITE ADDRESS B2\ \ E s,k'er~ NATURE OF WORK 1:1nlJ e \ '^ USE OF BUILDING SI~D PERMIT NO. Cf'1- r21~ CONTRACTOR ~ NOTE: THIS IS NOT A PERMIT FOR ANY OF THE INSPECTIONS BELOW THE PERMIT IS BY SEPARATE DOCUM NT A~ l--\m ) SJC DATE ISSUED I f - L/ -~ 5' SEWER I FRAMING INSULATION ELECTRICAL PLUMBING LA &- / ' 7 HEATING (if required) VI L-, "ffR[:PL/\Ce- ~ FOOTING DATE COVER NO WORK UNTIL ABOVE HAS BEEN SIGNED - I I ] FINALS GRADING (Prior to Sodding) BUILDING TI . ,-0J ELECTRICAL PLUMBING HEATING DO NOT OCCUpy UNTIL ABOVE HAS BEEN SIGNED NOTICE This ~ard must be posted near an electrical service cabinet prior to rough-in inspections and Iflaintained until all inspections have been approved. On buildings and additions wherE; no service cabinet is available, card shall be placed near main entrance. Call between 8:00 and 9:00 A.M. for all inspections FOR ALL INSPECTIONS (612) 447-9850