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Home My WebLink AboutBldg Permit 04-0608 CITY OF PRIOR LAKE BUILDING PERMIT, TEMPORARY CERTIFICATE OF ZONING COMPLIANCE AND UTILITY CONNECTION PERMIT (Please type or print and sie;n at bottom) ADDRESS I Co 0 ~"I Date Rec' d I. White File 2. Pink City 3. Yenow Applicant ij-/5-0 i I I PERMIT NO. 04-.0& Of; Ze!s75use> nor+hwood MOCAO LEGAL DESCRit'uON (office use only) \ '~.\~ LOT BLOCK ADDITION nor -i-hLJX)(jd OWNER Lu-r: (Name) M ...JOh f\~n (Address) Add ~ 4-10 () PID~5-/'II-08~-(P (Phone)q5~ <8q~ 17~O BUILDER L:....~ m e (Name) ~ (Contact Name) fa rn my....CrJ r€. y IThdd "J'o h nSQn (Address) I (Phone) (Phone) Q5(7.- "89 d 17 dO ~ Id ~~d- 781S5 ~:bre ~::rion ~~. ~:~:...- PROJEer COST/VALUE (~d""'''''d) S 1:> 5~O 0 I hereby certifY that I have furnished information on this application which is to the best of my knowledge true and cvu..~.. I also certifY that I am the owner or authorized agent for the above-mentioned property and that all construction will conform to all existing state and local laws and will proceed in accordance with submitted plans. I am aware that the building official can revoke this permit for just cause. Furthermore, I hereby agree that the city official or a designee may enter upon the property to perform needed inspections. x-r~O~ Signature ., :l8~, 000. Ot>> $ 5"1 fJ .7S $ 33~~ $ '1 'Z.. 5.00 $ $ $ $ $ TYPE OF WORK ;pi New Construction DLower Level Finish o Misc. I Permit Valuation I Permit Fee I Plan Check Fee I State Surcharge I Penalty I Plumbing Permit Fee Mechanical Permit Fee 100.00 (00.00 3S.s0 'to.OO Sewer & Water Permit Fee Gas Fireplace Permit Fee This Application Becomes Your Building Permit When Approved ~ :fdJPJ -JZ9& bate Building Official ~~Ol A- ttS -OA- Contractor's License No. Date Park Support Fee -~~-~ $ $ $ $ $ # SAC # --- .-. Water Meter Size S/8"<.!.:0 Pressure Reducer 300.00 ?o.co ---- Sewer/Water Connection Fee # # I Water Tower Fee I Builder's Deposit I Other I TOTAL DUE ~~ (p .11.CJ4- $11,1/3 .iQ . . . ReceiPt No. i/ (b ~ oj i-/ BV [}. $ lSoo.oo $ I Paid III 11:1 ~-r1 I Date . ~ ... d- I -0 LI I I 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 k....Mary Certificate of Zoning compliance and allows construction to commence. Before occupancy, a Certificate of Occupancy must be issued. ' ,/ t;"oI7.oi t Date Special Conditions, if any 24 hour notice for all inspections (952) 447-9850, fax (952) 447-4245 Residential Building Permit Checklist New Construction for Single or Two.family Dwellings in R.1 or R.2 Districts Reviewed by: ~ Building Permit # PID: Address: I~Od-7 N6Yif\~ fG'{ Legal: L , B Date: 4-. I <.p6'f Zoning: f2t ~ Existing Structure? @ NO Subdivision: Existing Nonconforming Structure? YE~ CONFORMS TO ZONING ORDINANCE .- Yard Setbacks: NA I FAILS~OMPLlES) . Front Yard (can be 20' if~50') . Side Yards . Sidewall exceeding 50' requires additional side 2" setback for every l' over SO' in length . Rear Yard . Patio Door: provide for minimum 10' deck or sign statement indicating no deck will be built in the future . From 100 year flood elevation of wetland/NURP pond . From OHW (Prior or Spring Lake) , Floor Area Ratio: NA I FAILS I COMPLlEL i Yard Encroachments: NAI FAILS ,tGPLlE~ Eaves and Gutters no more than 2 feet'1rrwitfff1 and no closer than S feet to a lot line (Easements). AlC and other equipment cannot encroach on interior side yards. ~ Tree Preservation: NA I FAILS 1 COMPLIES . Total caliper inches . Permit 2S% Removal . Caliper Inches Removed . Caliper Inches Preserved . Replacement L:\TEMPLA TE\BLDGLIST.DOC YES NO Standard Proposed 2S' 6"1.ft 01' 10'1 10 2S' if abutting a street lor 10' setback + ~ 2"11' over SO' 2S' n 10' sidel tJ} A 2S' rear 30' tJJIt- ' 7S' or setback average of 781 adjacent structures, but no less than SO' .30 Maximum I Standard . Proposed '[ ~ un K-nCVVV1 Standard Proposed Y2:1 I Driveway: NAI ~OMPLlES · Maximum w~ property line . Required setback I. Maximum slope . All parking areas to be paved including R-Vor spaces adjacent to the garage I. Location to match subdivision grading plan ~ ~ Buildinj:l Height:( COMPLIES J FAILS "'-..../ -r==- ...... Shoreland District: NA / FAILS (COMPLIES ) Minimum lot area (square feet) \..... ---- Minimum lot width Shoreland alterations Impervious surface p..., ~ Bluff in Shorelan4(NA /8AILS / COMPLIES . Setback from ~Iuff I. Bluff impact zone I. Engineering certification submitted/approved I. Grading in bluff or bluff impact zone ~ FloodPlai'WfAILS / COMPLIES . 1 00 Y~d elevation . Lowest floor elevation . Proposed lowest floor elevation . Elevations 15 feet from structure . Road access must be no more than 2 feet below Regulatory Flood Protection Elevation ~ Accessory Structurel NA / MILS / COMPLIES . Size "--./ I. Not located in front yard (Materials) I. Side yard and rear yard setbacks I. Maximum height I. Materials compatible with principle structure L:\TEMPLA TE\BLDGLIST.DOC .. ~j''''''' _~.",;, Standard 24' 5' from side lot line or 30' from r-o-w on comer lots 10% 35' Maximum Standard 7,500 Rip, 7,999 Non-rip 50' Rip, 57.3' Non-rip 30% Maximum Standard By planning dept. 20' From Top of Bluff By City Engineer No importing/exporting Standard 908.9' Prior Lake 914.4' Spring Lake 909.9' Prior Lake / 915.4' Spring Lake Must be l' above flood elevation for new and existing structures. If existing structure was constructed 9/19/90-11/22/97 then additional foot is not required. Must be flood elevation or higher 907.9' for Prior Lake 913.4' for Spring Lake I Standard 832 sq.ft. or 25% rear yard 10' 15' ''!t ~ .~:c ,......... ..,~ ~".'.;1~ '0 Proposed '5' Y1j':/r q'J Ll; 7 ~o 3f} ( Proposed ~1.Q)V7D Proposed Proposed Proposed d".'! "!'~ " 11' . ., ... - .. tE! 0. I. 1lOOD...wa WE 1MP,..1tIaMATI:If "...~ MY""OOIIUIJ't'N.-- IRc:aHYMWI f~\~1l- Uk6 0.7043 ~ .~ ....1IfOMt& ......M& ~ ....... ....."*~1I ~ ;n 0 '1iJooo~t C. AJJ~.(1. 1997 . ...~..--....... .................tllllddlpll.......,.. o AI,.. 0 FRt tlOInutr 0IIninId 8c..(DIIaIII~ 1ff...............lIIIlItr..Rit. fifG1) 1121 I6\W - t:rCiIr(Dllalll~_ .12.............ft.r.!II..........~.~..ClfOlwwlll,.....,..~ 0'" QNt .......DIII_ .....C.IlIJRJIUYATDlWCMATIONtIIlWIY _.. C1.........._....IItO~A.Arl1Rlilga'" OuqlHlrCnNlarf 1,PiiIhId~ .... "A.......~.....................fI..ldllvil~ Cl....-.........a.(SIIIIth ..... .... _~.......WictlIiI......iI....lL ... '. _..... ..n. r...... __................tIIIlIIIl.~ I. ..fl.) ~ . a......-lnIA1..w.AI...A...... W. VI-VIt, V .AR.AM,ARAE.MAWO'....AMO . ~ ....Cl...............~...........,... Cl.... MIl... r..MII............. .......EFE., SellIn'...." ..................IFI. ..tIId........II1dMlll OlIMIIiancalUlln. u...... ,......CIf..~_" SlllMD....."._. .,.........MIIClIIWIian. DIUI_ en....'C' ._ 1IrIIIR......1IIIlI 0............... __"-011" FIN1 Dv. S Nt · a)-r..,......~......cr......) ~ lL a~ . ~T.fI"''''''' Cfa.~t.tn) . e)llIIllIll an..a....... ...........ft/- q) _._l(mt · ................". _" _t(nt) . .)IMIII.......~......... ........... (o..r.. 1ft. c:.nn......) 91L.~t(m) . .......... ........tJGJ C( e. b,1{mJ · I).................. fW3t 9 tt. :z.~ . b)Na. "..-t....................1 t lbM,,-pII_ . 'T.... _............(IIM....)in C3h Iq. in. (Iq. .) E1Dt D.IUWEYOA, ENOI8R. ORAACIII'EC1' CIRrRATDI 1Ne cd. II. nil" III .... 1M ~ .., . lend aMyClf, qinllr, CIf ardlIIct ....... .., '- II .... ...... ~".n. I..,"''' ...... SecfbN A. . MIl C 011 ftII... "'.""'" lINt..".......... .......... 1m. ~ t... _... ..... _..".,.." tv... 01.....'",., 11 us. c.r.. ..... fOtf. (81 lMk s... LaMS.... /,...<2 tl. 0)' \-\ ~ ,.,k \g" 107 q:)' mu r:nIM<<tw.E ~(les'OCiV\ J6h~1\ <';;lA\I~;_ * 'G~AlC- ~~ \2~~D $r tJ S~A&E. ~ 5S:?7tO ,/" 7-1cf~-L- !l-~)-~ 'tS) - .S'tS--Q2J;t FEIIJW.......-YMtMEIIIlI' N8Cf NM'IJM.PlOOD...wa ...... ELEVAnON CERIlFICATE ~ ,. ~! .....,-. 1t._lII!!t.1. SftOMA.~ -'lie.-..... "-.aNJCIW'II~.. ..... WI DtO"'- AClDRUI-........ '"" ............. N1L)CJt P.Q IDJI'INC..Nl "aD 1t)"Q~'" L,J(J6"? Iln em Pa..\otC... 1_A-k.E ~ ,-- _,IT ~'M(Lat"'IIIl*""" T.IfIn:II~I"'~,,*) s ~ :Jo AJo oOr? ~ ~NIIh_MaIl\ .l(rllll~j. .a..............11'<< lA11!\II!IIDNCITl~ ( fII....... .11 J j t<<:lltZ.\:)NT'AI.. M1Ut C flW) 1IZ1 C tW) 1ID FEIM Form 81-31. JIn.Irf D)3 See ,........1Ide fa' COI'llIruIIon. Po,em/T JI'()-f.1J608 O.M.8. No. 3Oe7-OO" ExpiIa 0Icember 31, ~ .... ~~ ,........ ~NIlIIC..... .c:xa .t)~ -=? 7 ~ J.) IOLR:e 8=.'l:,.. C C>>w: I-mAl .f\OCI)DIIIII A~ ...~ (11II10,-..,.... 909.9 ! It II J "-ell d..... dklnt 02/01/05 13:13 FAX 6128927900 MW JOHNSON CONSTRUCTION . ~ 003/003 02101/2005 11:52 9528959259 BOHLEN SURV AND ENGR PAGE 02/132 - . IIIPORT~ b.............,-A.It!t~,:n~ fNm SICIan A. IUDNGSIf&I......-......1M.-.~~ P.o.A:IJIE_IDtC. MlIIIRI~'--: -- , ,...,... o..-.NMfItldllr ITm ..au:: -- dT'f' "'t""'.~ g _~ Cl'Ai1&R. DR~ wCAt';';:A1JJIlI g;;.1~- C<<bltt"~ Bll*tCdtltlflr('l)~ ~,('lJ..........~,~'lt1 and (3)1ajiQ". CXII.t8T5 -" - . _ ,_ . _ 0 ChId l'tnifdadl!l1l'il:l . sec:n:JI E.8JI,1lIG R.EYATIIt IIfORIIAlLl" ~tm~ MZONENJ,..I)2ONEA.~8fEt - Far ZanI "'.. Z-A(lltdIfE).",.1IIM E1 tIIIlIlf1 E4, Iflle e.nIDnc.8l* ilirIInW Ilr.. ~itIIInIl*I"'B LOMAlI'lot.RoF, SdlIn c:.......-. et 1UlIrIJ__""" _l9ft:th~"" _.....1D..~.1IIli:tl..... ilbIIrIl....P.....Stnd 7. IIna 1IIpn~ ,....tlI....,pIIlIIid.atbthar~.) E2. llIIlIIp rlbtdlft .....~llLIIIlIBi....-...,.,.. ~ ill _ ~_Intc:ll) C1-- ar O"'~ cn)t1l JiIIIIlt ...,.. (1M ~Ird,l~}. E1 FII'MInI__"'" apd9 .....l)....___..___t.....b)cfthl!lM'oil - t1I11L_h(\ml..... ~t4xft __ OnJMI.IClJIllddJIIrlWaftInL El 'IbI1Dp~DIIJ)!Tllflllaftnlyribr-- "-llIl181l11 _1.(rIl)_in~)C]'" Dr 0 ~~ n)Ntiptad)altpll. (UIG niLIIlpda, rlllllill). e. F'1wtn /IC.,: I1llItIIlllI_,,*, 1s1nlillie.1I111.. b:ftll........wilZClll'8a'lllh..llIIImII'I1'l....., ".,"I.,,,,aanlrln:l? ~Y. ~ ~ n.laI"'_llIlIrllie~~SIdmlo. ...,....F .PRLtog\, . ~jgftOlDe<S REPEENTA.TTfCl~ L - 'Th pIlIlIItr.....CI'.......:d,adI'T'_fM.___9dnA,8,C(IIlIICIJlllldCJj .~.etrZnA(wIlU.r&II..lI'~ , ..... BFE)<<Zra.o _!II'I.tp 111___ trSdlll" a c, _~___tl..".or",,~ PROPElUYOMt~ m< lIftl'4l:K"~ R6PRE!BTATlVES MIWE C1IY gi~~ - aCXlDE. ,am;lRSS SlH.T~ 1>><l'E TB.EPHONE tDNENfS C1 C/IIlli r.t If dlCt1_ ~~"",~G.lX)IIUITT~1Ui ta'T~ Thllal:ll~""II""''' _cr...II__I'lt.....,ay..~....... WliIdI",,-,SedIG"iIA. B. Cl&YE1,lIISG ""* 8iMIIllIl ClIItIaIlI. ~"".l)nI.1IIIM. ot 011ll i'IIII=IllJ't"" ~_ __ ..lIDclIIIlrtIIIl.......ipdd......". brill............. ..~. b d\dtII bJ- ._ ...... -*' ..-.,.llId*........... srw. ......,ltabklIllOarn.-..tlMla) G2. DAClIlllI'IMiIJ ..IIIIftIIIIIlIIISIllIIl~,"""IS1III"lnA{""1 ~ .~BFEl.7#8NJ, Ga. 0 TN ~","~Q&.GIPI pi! ~ 1IIlInIdr......._,.pI.IplII8. (iolPEllVT~ ;;. :::,~.-r1!8SJ I ~ Ol\'I&~iECF~1BS) C!f.ThlpnI.lIIIl~ O-~ [J9MdfIll~ ~ ~af-""",""~lIr1"ldt1j1: <31. &FEat ~~~............. ..ldlhI.lI: - L..OCAOFFlQa:S IWNE CDMJtfiY Iow.1E -"-"'") _._~ c__ DIllIn: - TOlE TIl.EJlKR am: sma.1"IR: CXMaEICT!I FEMA FCIIm ISH1, Jlnlll'f2Dll3 o Clld hlr8IrBllldl~_ lUPI~ III prw.1ou' edIdQllS 10/19/2004 09:26 9528959259 BOHLEN SURV AND ENGR PAGE 02/02 BOHLEN SURVEYING & ENGINEERING, INC 4819 West 123fd Slreet 31462 'foliage Avenue Savage. Minnesota 55378 Northtic1d1 Minnesota 55057 (612) 895-9212 (507) 645-7768 (612) 895-9259 fax (507) 645-7799 fax On 10-15-04, Bohlen Surveying & Engineering verified the lowest opening at 16027 Northwood Rd, The basement floor elevation at walkout being 911.3 along with the lake elevation being 901.29 on this date. Leroy H, Bohlen Registered Land Surveyor Minnesota License No. 10795 FROM :Tamm~Joknson -. ... "--..v ......00 rM rn'lJ~8a3 i FAX NO, :9528925251 INSTANT 'mSTING/.u.LIED Aug, 13 2B04 03:09PM Pi aOO! INSTAN'f Ji!lSTING COI10'ANY 1125 WE ST 12,11 STREE;'r SA V AGB, MINNESOTA ~J5318 9S~'7366 ,laalle . I CLIENT: L.w, J~ ~ A.~I' .jata triMs Juniper Path. II JOO Qakevil1e. Minnesota PBX 9S2.892.ttSl PROJECT: 16l1l7 NorthlaocI ROlld Prior Lake, Mbm...Ii. '~J lNo)l.M....O -. DATE: August Ie .I; 12, 2004 FIELD OBS~V AnONS: (1) M. W., JobaIoD Construction, Inc. reqU8lted ...., iDIpect thil site oa Prior Udce early i~ the cxCllVation pmceEll to detd.hine iftbe lOlls from the ... that beeb up to ~Lake wac sati~~r. IfblJ!Oils need c:ona.tiou in this .. it win be cum 10 cross the GOIIJ}>leb!d eetthwork 10 reach this area. Our mwstipdon of all sofls in the 5,000 sq. ~ plus f001priat teft:8led ibid tbc:I,. was compri!ed of strong soils. . (2) At IPP' ~)ti"'''dy 12:30 PM 'lfe IIrivcd to iaspect tile foomqJ soils. Q.., OJ was then to advise that the 12' b,) SO' wall C1D the west side of1bc property would requiJ:eIf a soil bcariag pnuure oflOOl poUDds pel' Iq..-e foot. We asnme that the 50Gb sq. ft.., pi.... tine Ic-r\'lt raidfiu:e...lI zequirc a bariag pIa8Ur'e of 1750 pounds per Iqwtn' foot. (3) Our proping of the site ftNf:8It:d satisfactoJ:y. solid IOils tbat will pm\lide much more ~ pressun= tbm ft.tuiJ'ed tot the wall. wdl u the bouse, The footing soils tot iIII fill) exteat wac (.)" in moiSblre ad well ~. It is eItimatecl lbat the bcadDa pnsMe o(th, BOil ~ is ~ 1ban 3000 pounds per SCJ1I'R f a - DCIII'ly double tbu ntIXIfDIIlCBCIe 17SO psr fot tIu\'le lC'V\tlJeSidemial ~, : w. .... .. ........ .. .....1..... "Ci4 4 ad .. '........ .. dill ..... ... wan.. W!lIJ ..,... fer....... ........ tI.t it.. bear. ~~ ~.r,J Daniel IIJIhtori P - Resi~1 ~I (4) ^uaust II, 2004: "01-1 HJ2 .40. J60P. .UIlr.; H3' d ltllOl ^ d1 ARBIW un ACCESSlllllTY p.o. Box 34 Duluth, MN 55801 Twin Cities: (612) 529-7874 Duluth: (218) 279-6043 Sales: 1-88S-81-lift$ Fax: (218) 279-5919 January 25, 2005 Department of Administr'dtion Building Codes Elevator Division 408 Metro Square Building 121 711l Place East St. Paul, MN 55101.2181 RE: Elevator 10 Site 11109PT04-01R MN Johnson, 16027 Northwood Road, Prior Lake, MN 55372 Dear Mark: In reference to the above job, the code items cited have been complied with Including: 1 . Glass located above the mid landing door has been covered with sheetrock flush with the inside hoistway. 2. A 15amp fuse has been provided for the car light disconnect. Please accept this as notifICation in writing so a CertifICate of Operation can be issued. If a re-inspection is required, please notify me in writing so we may schedule as soon as possible. Sincerely, 0a.:~~ Sandy Benes Office Manager cc: Tm Stephens WNV Johnson Construction Bob N8WItrOm T0'd 6T6S 6~c BTc l.::lIl MO;:J;:Jl:::l Wl:::l6S:B0 S00c-T0-c0 fRRB,1ItII DEPARTMENT OF ADMINISTRATION February 10,2005 William & Maureen Johnson 16027 Northwood Rd, Prior Lake MN 55372 RE: Residence: Hydraulic Passenger . Elevator 10# Johnson, William & Maureen Res. 16027 Northwood Rd. Prior lake 55372 -111 09PT04-01 R Dear Sir/Madam: The Minnesota Elevator Safety Code provides that the Minnesota Department of Administration, Building Codes and Standards Division, Elevator Safety Section issue a letter of approval for all elevators, dumbwaiters, escalators, moving walks, wheelchair lifts and manlifts (endless belt lifts) before they can be legally put into service in Minnesota. . We received a letter stating that all recommended corrections have been addressed. We will acknowledge that certification. This letter will serve as official approval for you to operate your elevator. If at any time we find that the recommendations were not corrected, we will take action to assure compliance with statute, rules and adopted codes. NOTE: Compliance with Minnesota Rules and the ANSI/ASME A17.1, Safety Cede for Elevators and Escalators does not necessarily assure compliance with the Americans With Disabilities Act of 1990. Sincerely, BUilDING CODES AND STANDARDS ~~ Bill J. Reinke State Elevator Inspector bjr/rkr (CE.4) c. Hutchins. Robert Dana. BO. City of Prior lake Arrow Lift Accessibility M.W. Johnson Construction EIFormCE4R Building Codes and Standards, 408 Metro Square Bldg., 121 7th Place E, St. Paul, MN 55101-2181 P: 651.296.4639/ F: 651.297.1973/ TTY: 651.627.3529 and ask for 296.9929 www.buildingcodes.admin.state.mn.us MWJOHNSON CONSTRUCTION, INC. May 6, 2004 TD) ~ ~ ~ D \TI ~ II U1 MAY 1 3 2004 ~ City of Prior Lake 16200 Eagle Creek Avenue SE Prior Lake,MN 55372 ~y Re: 16027 Woodland Drive Prior Lake, MN To whom.it may concern; In regards to the above referenced property, it will be used asa single family dwellirig and not a rental income property. If you need any further infonnation, please feel free to contact my office, Sinc~ ~# Bill Johnson M.W. Johnson Construction 1j 17645 JUNIPER PATH .. SUITE 100 · LAKEVILLE, MN 55044 . (952) 892-5200 White - Building ~ry - fgnqineering . - Plan~ Tho ("onl.. of Iho tlb Country NAME OF APPLICANT BUILDING PERMIT APPLICATION DEPARTMENT CHEC~LlST .~, ~ ,~ '"\ ! . I j I) ({lJ j /) /Z/7 ,/.~/~y-- ,/- 15-(J4 APPLICATION RECEIVED :: The Building, Engineering, and Planning Departments have reviewed the building permit application for constr~~~ion/~ctivi~_~h.,i.C..h,. is..lr!f~s..e..d/a~; / I Ie..) J.. / ~ (/.>) 7 / /1/1 /7 {lC.j{/.j I \ ill Accepted y I " Accepted With Corrections .. - Denied Reviewed By: Date: C;-, l7. V't Comments: ~~nd d \riQ.. r (I nUl ~ttf t hO-f- /aQ 4~ ~ C{~ veniRf L{nl r / ~~q uJ-.O.-O 0 r) OL>-f.-r L{ I Lr\ ~.C(JY't vY1~ ynULj- VL...Of~ ~~ -\OI/:U-cV- ~ ~ ~ _~~ T~c.Ot "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." I -- " Thr ern.r, ollM takr ('oun.ry w~ - Building c ~ IV - Enaineerwg> Pi.nk - Planning NAME OF APPLICANT BUILDING PERMIT APPLICATION DEPARTMENT CHECKLIST 1. ,,/ , I /)/j fie) __..7# !f-";4':..<~J./~ji-V--"'// j .( / [:.- .- /""}./ I 7 -- i ..../ ~Jc....t APPLICATION RECEIVED The Building, Engineering, and Planning Departments have reviewed the building permit application for con~trupt!2n activity which is prOJ>osed at: I :;,~ i /./ /, ") /7 '. /')'-7; j..,. .. /.... f ? .I ,--V (>; c' ~;;-< il ----Il;. ; '.'-'~-"7.' l.,/' J .I l/{ V .( Y {,,'{ I...,J., ~.>. . /...' f./'.-J-.~' t v~..... ,.-1(.../ "-' f -...... Accepted Denied x , Accepted With Corrections Reviewed By: ItJ1f3 Date: ~ - /C-olf Comments: See Reverse Side for Additional Information! See Attachments: I) Grading Plan. 2) Erosion Control Measures liThe 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 -9f 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 ~ ~hite - Building Canary - t:lly1 ";1';1 ng Pink - Planning Th, (',nt.. of th, tlk, Counlry BUILDING PERMIT APPLICATION DEPARTMENT CHECKLIST. NAME OF APPLICANT APPLICATION RECEIVED The Building, Engineering, and Planning Departments have reviewed the building permit application for c;zt'g'''!lV~Y ;;:1lAi:l1d ~d Accepted Accepted With Corrections / Denied ,.... Reviewed By: ~ ;Z , ~ . Date: S- h ~ ef / / Comments: ~ ~ d~ _~ ~ ~ ~ ~ ~ ~~~ ,~' ~ (J,Lt ~~ J ~ a-L( /~ ~, ~ e-.. ~ ~0 5t1~O ~ 4;. r-/j, ~~ <jd ~ r'~~.n ~ V ~. ~ ~~ ~ .J - 0 r:e:-; 4- ' rI </-- ~ "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." FROM :Stewart PLUMBING INC FAX NO. :7634281733 Oct, 19 2004 11:55AM Pi Date Ree'd CITY OF PRIOR LAKE PLUMBING PERMIT i = ~~ I PERMIT NO~:'->>~."Il4 ) von- ...... ~,.., tfk:uc ~ or IlriDt ....hiIA IE I . ," .." . A...... AESS \ ~ CYL.l N D,{~ ~ar.:rl ~t ZONINO (oIIl<<UIC) LOT LEGAL DESCRu .l.lON (ollic!e IItIe only) BLOCK AJ.J1Jll10N Pro APPLICANT I), (.....,1 _ ) U c (Name\ S\-P\bI!l.V'\- ~ \11mbd~i LY'\{ . (Phone) _L1JJ)~. l't~ -1~33 (Addras) 'L~M 't:)fJ>nliJ(~ Call \I \- ~('r..fv~ 5'5'=574 (Addre.--;r-- . . (ciri> (Zip Code) (Contac:tPmon) ~(\~\- ~.t~_t- , ._.._. (Phone) ~)L (l~ rJ.h.)'vJ..., APPLlCANTSlGNATURE ~'_'V __ _"'-pATI!_ ~1'A(Y. APPLICANT PLEASE COMPLETE BELOW Type of FixhlR Qaaatity Bath TUb with or without shower Dishwasher Floor Drain La, A~.j (Bathroom Sink) Laundry Tray (lor 2 companment sink. Shower Stall Sinks Bar Sink Water Closet (Toilet) - OWNEll (Name) (AddresI) Qa..tlty ~ cf L~ 5 .~ '2- ~ ~\\\ -:\ ('k-\('\"~~n (Phcme) Type ofFbtun 4. I .... Roup-iDs Water Heater Wirier Softner StIDd Pipe (Wishing Machine) Sewap Ejector Backftow Assembly Backftow Alsembiy Test Lawn Sprinkler Other J PIESCHEDUU: Industrial, Commercial&. Multl-tamily 1% of job COI1 with a $39.50 minimum ResidemiaJ. New One.t. Two-Family S99.S<l ResidentlaJ. Additions &. Alterations $39.'0 Estimated Cost S qq . t:)O Building Permit # ...D~ ~ ~ PLUMBING PERMIT FEB $ STATE SURCHARGE $ TOTAL PERMIT &'J!,J!, BuIIdl.. omdal Dare (omee UIe 0111)) T.I. Appllnlioe BeeOlllet Your Balhlhll Pe....lt Wtan Appnwed 24 ...., IIOdae .....1II1111ped10111 (M2, "is fb ("1) IQ.,Q.fc lQOt Ia", Creek Ave., S.E., Prior .,\ ""~. '. .... "-' Clntr.11 . I"IU! ., W..oW , """'JC"'''T GQU) , o-r.., .1111".~,j.1.4~,".".'jlll:'''\' ..,.. ,.,,',... \' I., ',I..., '_"I"\""\'."'.'~ :.....'\.'..'" 'I'..,r,.~'''.'' " " I I I III,., \ III II I III. I, .,1 , I~' CI~"i OF P~IOR !....c\.KE SE'W~R ;a.NO WATER ?~~"!IT No./Jfa6'Ce NOTE: Sewe~ and Water contractors must be res-is tered with the city. APPLICAN'l': ~f' \ ~~. PHONE:,gSJ-1l:9-rJ~ ADD!'.:;:ss:_bD~}/~~~ \U.... om:-1JII:, JD~ s :~"~7~?,: - "L~::~_" _ _ -.~~=-' .J::" __:S~:'_~~_' --_.---- 1. 2 . ~s~i~ated l~ng~h of wa~er serJice I . =~LL IN TEE aL~NKS 30 feet'. size of water se~Jice 4 . ~ype of sewer pipe. A3S inc~ ( es). ., N\ from s~=~c~ure ~JV\ PVC ~ Cast I Iron 1 ine 3CJ feet. J , Lccatio~ of any couplin~s 5, ~s~i~a~ed leng~h of se'Ner 6, C!.22n cut st=-..:.c~u:-e. ( . .e 1.... :'equ irec.) , locat.ac at fel#14- feet f:-crn ======-===:===;===========~=~;-========~======================~=== Tr.~s a~plicaticn becomes ~our pe~~t ~~en approvec. '6': OAT:::: =====~===~=========~==c========:~=~====___==___=====~==~=;=====~= F=:=:5: s s S :35,00 .50 35,50 Se~er and wa~e~ line connec~ion pe~it. Surcha::-ge TOTAL * :ee fc:- e:the~ sewe~ c~ water i~c~vic~a~ly is $20,00 plus S ,so s"..1:::char:;;e, ;, Sewe~ anc wa~~- rp~ts issuec :o~ ne~ cons~r~ction must be =ec::,='ffiictc::~~~\\IP~~.inc;; pe=-mi~ ca:-c. at.the time of ~SSU2!lCe ~::l l:1~iJ:Z:I=!e l!tZ:!-a.... M-b : .~l}.ca~e se....e= ar-.Cl. .....ete::: per:':'ll.~s a'!"'e c~~s '::~:""_ AUG 17 2004 ' ~~'Ol"'C n:~} . 7:F/41;r" :'j':",'"~7,:)''''' ."-'---. ... ;. BY ?:::C'D S'! - -.. -'.' .... .. . ': ....J. 'r~_~..,_~... . : . .... t.'" ...'..: -:; =~.\~ :"''''' ~.~. ,.'/.:: d \LOES0098~ 'oN/cO: 8 'IS/EO: 8 ~O ,9\ '8 (N'OW) L9EO-GSv-IS9 aNllV3H ~ aNlaWOld 13ZN3M WOBd . ell i OF PlUOR LAKE HEATING/AIR CONDITIONING/~'l1<EPLACE PERMIT Date Rec'd (Fleasr: t'(Er: or mint and sisal at bottOm) ADDRESS 1. P'1~k Fl~c I PERMIT NOt,!. fa' %. Gnl.. CitJ' '. ... 3. Veilew Appllc.oAl '. ZONING (office w:e) . /("W7 tI~j1;h( A~~" 1<f) LEGAL DBSCRl..i:' nON (office 1.1$C only) .LOT BLOCK ADDITION PID OWNER /~ (Name) ,I" '" / I ^ ) (Address) . c-J;'" hlt."\q ~ ") . (phone) 5?QQ - ~Q CJ~ APPUCANJ.. J J J (\ (Name) f.-(',,h )r-rr//~~ t1/r (Address) ~/-::J LD ,q;; ~t"') 0/lL! J'='. , (Address) , . (phone) ;0/ ~() - (-..0.5' ~ . ~~~4 (Zip Code) r-=~!-I\ \ , fi?7..! . (City) (Contact pe1'Son) , ,;{~ (phone) ~h~~tJ DAn: /0 - s'" - 04/ APPLICANT SIGNATURE ~ .... APPLICANT PLEASE COMPLETE BELOW 7 5) ~w CONSTRUCTION 0 REPiACElVlENT 0 AL TERA nONS . FU~AKE AND MODET. 7/?A.1f =' p . :FUEL. A/A f- FLUE SIZE ,.."(11' pl Uc... RE11.JRN oPENINGS INPUT OUTPUT TYPE OF SYSTEM HEATING OR POWER PLANT DWarm Air Plants 0 Steam OGravity 0 Hot WfW::r ~JChanica.l . 0 Radiation ~ Conditioning 0 Special Device$ ~t. System 0 Other Devices ~ 61 ( ./ FIREPLACEM;J<EANDMODEL R'eol jJ' ~/c h:",p~fr+.ceC: PLEASE NOTE: Air Conditioner Units C8IlD.ot Encroach into Required Side Yard Setbacks Residential, Hearing &; AlC (New ConstrUction) Rcsidentia.!. Heating Only (New ConstrUction) FEE Sl.....J."U.DULE 1% of job cost Residential, Gas F~lace $3950 minimum $99.50 Residential, Additions &. Altcr3rions $64.50 Residential, AC Only . $39.50 Ind~lrial, Commercial &. Multi-FamilY S39.50 $39.50 Estimated Cost $ . B)lilcling permit # HEATING PERMIT FEE $ STATE SURCHARGE $ .50 TOT AL PERMIT FEE $ ~";' . .~ '" liI1.*' ~"\ fj "rfd1i; B:;'l rl~tu...;~ .~~O. "'4it,~ r)'''n~''rl . ~ u,,~ I G . (OIDcc U~e Only) This ApplIcation Becomes Your Building permit When Approved Buiiding Ofndal Date pJf0 ~ ~ ~ U ill I ~; tNo. Da 11. OCT 0 8 2oq43Y - 24 bour notice for aU inspections (952) 441-9850, 3.'\: (952) 441-4245 16200 Eagle Creek Avenue, .prior Lake, r ~n:r':l ______ TIe" !';to )fTV ,,~ I ,n)fTl\ln'l lHZ!ln!lH~!l YV.-1 ~t: n :::l'J1J. f700VSO/Ot Job Name: Bm Johnson JIO: 121323 BRG X-LOC REACT ~1ZE REQ'O I 0- 1-1~ U~ 3.81" loU. 2 12- 7- ~ 4n 5.50. 5.50. aRC RE()lIIREHENT5 shoom ~'" based ONLY an the t.russ nat:l!!rlal "-1: each bearing :u.x DEfLECTl1lN '.pan) , L/9!l9 IN "EM 9-10 (lIVE) l- -0.04" (}.. -0.01" T- -D.05- CRITICAL I'8I8ER FCl:u:s; T( OlIP, (r.... .~' fENS_ (OUR.) CS% .1-1 -21!1a(1.DD I D.D :2-) -278(1-00 I 1.21t ]-~ -77S0-m' 0..2!. 4-i -"115~3 _ I 0.21 .5-6 -27".. I G.21t '-7 -210 l..DO I O.JS o~ <all' ;,~.o~~ TENS. [JIUl.) o~ ...... I 640(.1 .OI~ 0.'7 '-.1 I 1540( L..OlJ 11..27 10~ ..(~. 90)( 0(1.'" G.etZ \Ill CllIII'_~I.}( nllS.(.....) GI 8. I -0" .110)( G_OJ HI 2 -oS. l.~( G.al \~ f S2<4 (1..00) o.n :::: :m&:~~ g:r~ .t-~ . .... (1_00) "_n ,-9 -J&4(L.CIO) 0.031 5~ 161 (1_00) 0_05 ~:t~ :~118 :=~ g: ~~ 1-l.D 12](.1.00) 0.15 IC 4x2 SPF 11I12-CAN BC 4x2 SPF 11/12-CAN lIElI 4x2 ~PF n/.2-CAN RRG UK 2- 4x2 SPF nll2-CAN Pl ad ng sp~c : AN5J/TPI - 1'95 NOTE:w.xI"IH~ T1WS5 SPACIIG IS lE.O - O.Co Tns DESIGN I5 THE C(M'(l~rrE Il.€Slll T OF "'JL TIPlE LIlAO CASES. IRC/lee 'rU5$ plate values ar~ ~I!:.d M ~dt~~~m~ ~:dO:~ ::~;::~ri~ :af~~b}~fj3 daCUlIQllt:5 5uch a:s rCBQ '1..607. Truss 10: T PVI+-"ii''i.+-~~+''''''''''t-.........~... ~ NJr floor applicat:;ons (not roofs), 2x& min. 5t:rongbac:k brillgi"~1 or cross bridging (pe.r ANSI/lPJ) I is ~qul,.ed a:t 10. O~C. 01" less. I-....+...........+-...'i...........~++t Ribbon blocJcs have n1>l ft.een d'@s;9n~d t:o sU'pporl[ tbe point: lo.a.d(s) shaM"l. Th.ey IU)" lie atucbed ...;t:h (4)10d nails. Loads at t.he tr\.lS5 &'Ids tlUSI be applied di renly to the cJ.ord. REPAIR: TRUSS llUST BE STUB BED 1-0-0 ON THE RIGHT END. UNLESS NOTED OTHE~SE, ALL PLATES MUST SE FULLY INTACT AND PRESSED IN THE WOOl) PER TPI. .. ADEQUATELY SUPPORT TlfE TRUSS UNTJL THE REPAIR IS COHpLfTEO_ . lET IN 4)(2 112 VERTICAL(S) AS SHll\\N ( TRIM THE EDGES TO FIT BETWEEN THE PLATES). .. APPLV A 3/8" BEAD OF STIlUCllIAAL GlUE TO ALL COVERED MENS ERS . . ATTAot 7/16", APA ( ~IN. SPAR RATING OF Z4j16 ), EXPOSURE I, PL YIIOllD ( OR OSB) AS NCfTEll WITH 6d IUtIlS . 1S' D.C. STACCEREO IFf ALL COVERED MENBEIlS. THE HAILIHC SPEaFIED SHALL BE DfSTR18lIfEO ALONG THE fULL LENGTH OF lHE CUSSETS AND ALONG THE FUll LEN(;TH OF THE WEllS AND CHORDS COI/ERED. IF STACKED CHORDS DIll kESS ARE PRESENT, NAIl AS SPEQFIED IN EACH. 7I16in.OSB APA Span Rated 24116 Exposure 1 - 24"x72" GUSSET. EACH FACE, TRIM TO .AATCl-f PROFILE LET-IN 4x2t12VERTlCAL(S) \ 3 \4 5 6 ~ 1.5.3 3-4 1.5-3 \ 3-4 1_5-3 " " - T .."n ~~~.. Bl ~l _I ........FlaIos.!...20lIot.unresullcr.... bv '1&:l18... t -Il'(IB.ga.}.a"'MX'11WUX20aa.t~_Joinl Oelalb ~ Cln:Ied ... and IIlo1i ...- PIil1BS8A1 _bCtled"assli.......allOve. S1illlgallls stud pl....1o lb_iI1Ierlilp YMrslm_lil81eS (1lf........I. REad all notes on this flheet and give 11 copy 01 It to lhe Erecllng Contractor. This.......~......-..._lre_nol.............. Mhos__on_.....-b)'.... ,.,. t_r lOId_b___N___..TPIIIII...A......__ No~"_"'__BllaIIaCJ'. ~ -"be_b)''''___~''''''''"",,, '- ,. L n.-'<Iu<g""__lIliOIlloI!bal. _...~.. ,'. -..........-01I_1lf1llo-1dlIIIv__1loI!....-".. '.. T1a......_......"...Pchor:l ~-....-IIl'...._ot..............onlllr__is....gIy -b)'.ri;l:I~_rIlIId"""_ .......__ ~ _.II-.g_....__al__..lIItylll_~...,.,... This__""'''_"'''''' VILLA'''''E I'u'D''''STJ'''LES L..,....-...-......",--al....woodlll.-.d ,""_...._""""......... F_. ",.-._ U1'1, .., V" , r.....;r.wJ_.._..__....Ilo~__,._.nillll.an;o.Bll>:__ ...<UIp<J.__.....;R. 2926 LONE OAK CIRClE _.' wrc.r.t'-_Toua~..___ ".. . ......1IJIlDII<<lCXlMPall!NrSOfC1YlNFalMAl'I<W ST. PAUL, HrNNESlffA. SSlZZ IllCSll-<<lI:.m1lCS1SJIoNARYEHEET$I'IWTCA.... "'I. Ihol'naoPOrloI_fII'llk_ ..5IOI7OnotItooo.......r""" TRUSPLUS 6.0 VER: T6.4 .161_.".,.. ThoAmo_F_"'P__(M'P"lis~;ot1l1l1""s.-~IM'.SIoIlCO,W___DC2OOIIi. 00 ~~ :i~ ,H Panel U!lIgtJIs : D-:!rO ~td a Z- 5-d l-Z 1-1-4 6-7 1-1-5 II 12 2.5-4 11-5-0 " + 0-9-8 ....L 4-6 ~ 8 Prf: 6U--454-J610 FAX 61.2-454-B556 ~-800-f8&-J6IO 99 :t~ c ~ '" 3-4 3-6 ~t 9 12.111-1 ( ~ Hl.o STUB 7 4-6 T 1-2-a + 2- ).0 SHIP D-&-8 82 -L ~ f Cust: M.W. Johnson wo: Drive_P_26750-LOOOD6_JOO001 Dsgnr: 5240 IlC ~ Z WT: nl lC live 40,00 psf Du~Facs L=l.OO P-1,OO TC Dud 10,00 psf Ilep Ilb~ Bnd 1.15 BC L' 000 f Rep Ilb~ Camp 1.00 ,ve . p5 Rep Hb~ Tens 1.00 5,00 psf D.C. Spacing 1- 4- 0 Design Spec IIlC DEFL RATIO: L/48Q TC: l/~8 c ~ N '0 BC ~a<l TOTAL -4::ll11 55,00 psf c Truss ID: T -- . + + + + + + + + + + + + + + + + -- ,1ications (not roofs), 2x6 min, Jridging, or cross bridging (p@r ;s required at 10' O.C. or less, + + + + + + + + + + + + + + + + .5 have not been d4s; gned to , point load~s) shown. . attached Wlth (4)lOd nails, e truss ends must b@ applied , the chord. ~4/16 Exposure 1 ~ 24"x72" AATCH PROFILE .;) 01 I - (0- Nb -IN 4x2 #2 VERTICAL(S) 6 ,.-- 3-6 VM)( 20 gr;t.), posilioll~d Per Joint Details R&Port. tes to aVOId o\tertap wlltrstructurar plates (or maDre). ~y of it to the Erecting Contractor. . Y !he ~mpol1e/ll mllmiaCftlrer . .. ftlr dimensional acc:u/'&)'. Dimensions signer must ascertain 1hat the load.s lliofl. Tile design assumes that the fOp CIIO~ """"--'_I ""......_1.. _..........~ ._t._ ....._....:_ of? ,I') CD . ,- N- 6 .. 10 JID: 121323 REPAIR:TRUSS MUST BE STUBBED 1-0-0 ON THE RICHT END. UNLESS NOTED OTHERWISE, ALL PLATES MUST BE FULLY INTACT AND PRESSED IN THE WOOD PER TPI. ~ ADEQUATELY SUPPORT THE TRUSS UNTIL THE REPAIR IS COMPLETED, '" LEi IN 4x2 #2 VERTICAL(S) AS SHOWN C TRIM THE EDGES TO FIT BElV/EEN THE PLATES ), ,. APPLY A 3/8" BEAD OF STRUCTURAL GLUE TO ALL COVERED MEMBERS. .. ATTACH 7/16", APA C MIN. SPAN RATING OF 24/16 ). EXPOSORE 1, PLYWOOD ( OR OSB) AS NOTED WITH 6d NAILS ~ 1.5" O.c. STAGGERED IN ALL COVERED MEMBERS, THE NAILING SPECIFIED SHALL BE DISTRIBUTED ALONG THE FULL LENGTH OF THE GUSSETS AND ALONG THE FULL LENGTH OF THE WEBS AND CHORDS COVERED. IF STACKED CHORDS OR WEBS ARE PRESENT, NAIL AS SPECIFIED IN EACH. ~ , ~ ~' . It I ,.., . 1-0-0 STUB 7 4-6 1-2-8 2-0.0 -,- SHIP 0-9-8 82 I ~ co. . -. ... RI(,llARn J. W tU,s DA1'Y. . REGiSTRATiON NO. 4.'311 11/9/2004 Cust: M.W. Johnson wo: Drive_p-26750_L00006_JOOOOl Dsgnr: 5240 #LC ... 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'---:'''-:-:';!!;' '. ;.~.~--_._---,--i-'-i-+;..~. .' .;......, ,.- - ,.., .,-,---,-,-/"" . PRIOR LAKE DEPARTMENT OF BUILDING AND INSPECTION INSPECTION RECORD SITE ADDRESS ICII 0 , ~ NO ~'T Ii WDoO 'Rot\() NATURE OF WORK ~ (.Q~~I'C~ . USE OF BUILDING ~. fit': . PERMIT NO, M;oC;OB . DATE ISSUED~q of.( . CONTRACTOR ~VJ :JO~~eN~. . PHONE~ 1.28I.'18S~ NOTE: THIS IS NOT A PERMIT FOR ANY OF THE INSPECTIONS BELOW C' THE PERMIT IS BY SEPARATE DOCU ENT J.""-"IJJ. rI:/,.. 4".".. c<.::>~ ~, ~ iJ.' :1"ou&' ,pf-. S'~ ~ R ~ ~ "D~;r ,. ~, FOOTING J)e,J€- t:j.Jlf )J L 8~~ "0 Y , FOUNDATION (Prior to Backfill) 41c..1 ~LJ; lJP..~ I > PLACE NO CONCRETE UNT'IL ABOVE HAS BEEN SIGNED ROUG~~ - SEWER/WATER/SEPTIC . . ' ~/l FRAMING ~ L, 11/I' 1/ /I"J;t/. , .. ! "I. . . INSULATION.2,H~'r IN'#ft~1t //4;./eJ>/~ ///~W ELECTRICAL () PLUMBING //. tJ', 1II.....try;!; Ie<{ tr /; HEATING (if required)r. "" .~. /~,.A'.v FIREPLACE ( J.j) IHif 1/ //I,/,I I r() ..GASLlNEAIRTEST . , 111) 1--z.9l~ .. .. COVER NO WORK UNTIL ABOVE HAS BEEN SIGNED I I ~t.\~ FINALS I . GRADING (Prior to Sodding) ~...." -Z+l.f.flt> BUILDING ~ f>ao~g l:c...O ..1....,y ~ pe Z/zj/6fJ. ELECTRICAL I I · PLUMBING We. fI./f:- 1/21/tJrl HEATING r~ I Y Z ,~-tj DO NOT OCCUpy UNTIL ABO\tE HAS BEEN SIGNED NOTICE This card must be posted near an electrical service cabinet prior to rough-in Inspections and maintained until all Inspections have been approved, On buildings and addlllons where no service cabinet is availabJe, card shall be placed ne,ar main entrance, J '" I / /'.. 'Jl:J -t;J./ / r FOR ALL INSPECTIONS (952) 447-9850 M W JOHNSON RESI PRIOR LAKE, MINNESO GENERAL NOTES: DESIGN PROVISIONS: 1. THE FOLLOWING EFFECTIVE STRENGTH PARAMETERS WERE ASSUMED IN THE PREPARATION OF THE STRUCTURAL CALCULATIONS FOR THE KEYSTONE RETAINING WALL SYSTEMS: REINFORCED SOIL RETAINED SOIL FOUNDATION SOIL 4> C -- 26' 0 26' 0 26' 0 SOIL TYPE SANDY LEAN CLAY SANDY LEAN CLAY SANDY LEAN CLAY l 120 PCF 120 PCF 120 PCF SOIL TYPES AND DESIGN PROPERTIES SHALL BE CONFIRMED BY THE SITE GEOTECHNICAL ENGINEER PRIOR TO WALL CONSTRUCTION. 2. THE WALLS ARE DESIGNED TO SUPPORT THE FOLLOWING MAXIMUM SURCHARGE LOADINGS: PAGE LIVE LOAD: DEAD LOAD: BACK SLOPE: SEISMIC: HYDROSTATIC: 250 PSF DRIVEWAY SURCHARGE (WALL 7) 360 PSF SURCHARGE (WALL 6) 5:1 MAX NOT APPLICABLE NOT APPLICABLE 3. THE WALL FOUNDATION SOILS SHALL BE CAPABLE OF SAFELY SUPPORTING 930 PSF WITHOUT FAILURE OR EXCESSIVE SETTLEMENT. LOCAL BEARING CAPACITY SHALL BE CONFIRMED BY THE SITE GEOTECHNICAL ENGINEER AFTER FOUNDATION EXCAVATION AND PRIOR TO WALL CONSTRUCTION. SUGGESTED QUALITY ASSURANCE PROVISIONS; 1. WALL CONSTRUCTION SHALL BE SUPERVISED BY A QUALIFIED ENGINEER TO VERIFY FIELD CONDITIONS AND SITE SOIL CONDITIONS. IF THIS WORK IS NOT PERFORMED BY THE SITE GEOTECHNICAL ENGINEER, A GEOTECHNICAL ENGINEER SHALL BE CONSULTED IN THOSE MATTERS PERTAINING TO THE SOIL CONDITIONS AND WALL PERFORMANCE. COPYRIGHT (c) 2004 BY MRJ ENGINEERING. INC. SHEET INDEX DESCRIPTION 1 2 3 4 5 6 7 TITLE SHEET SITE PLAN WALL 1 - 3 ELEVATIONS WALL 4 - 6 ELEVATIONS WALL 7 - 10 ELEVATIONS TYPICAL WALL SECTION DETAILS SPECIFICATIO!'!S /' o~ ~ /~ ~ 1;../ -;;; ~ <J' ~~j ./'j ~ ~,....-- ~ ~ / z ~z;,........-z a \ A 8 ;::::::..- t3 S -, # (D (D en ~-' ---- 0 /' /' /' _______ '0\ . ..:'. --,. ....-. '.' '-"'f ~ ~l1Q'Ji ~ ':L0IL/ : BEGIN WALL 7) -~, ~ iN ..:..li:r\\2., lli ~ \,/ <S'~N )~ )~ )~ ) \ '~j '~j .~ 1/ \\ \ ~ ~ ~ ~/ ,., ""'.0 (J\ ~"" ...J ...J....J ~ 3 ...J...J ...J If ~t;;) ~ ~ ~~E1 ~ ~ ~ ~ ~ ~~~ ~ ~ i \ ~\.'." .... "'. ~ a In Uo_ 0 ~ ~~ l. . O,~r~6. ..' 'i~" ~,~ BC:eltv 1\f4( . ; 4 . _A ~ ~.' . (SEGIN WALL4~~ ~.)SEGINWALL ~ ~~~.0"'.""""'.~O~...~~~-~'~ ----- -:~ ~ 0' ~ <=) 1 ;0 I 1. THE SITE PLAN SHOWN IS FOR ILLUSTRATIVE PURPOSES ONLY. IT HAS BEEN REPRODUCED FROM LARRY H. BOHLEN CERTIFICATE OF SURVEY LAST REVISED 6-4-04. ~% '\ '\ \, " '" Z """" '. '... "'--... ~ / o <. '!2. <J' o " i I i ! I r-- I ~ o z .., JSnOH ~N!lSIXJ COPYRIGHT (r.) ?004 RY URJ rNGINF"F"~ING. INr. "-... -- / /' 928.00 ~ 926.00 - 924.00 - Z 922.00- o 920.00- !< 918.00- (;j 916.00- --.J W 914.00- 912.00 - 910.00 - 908.00 - REINFORCEMENT DEPTH (FEET) DIST ALONG WALL (FEET) 'Z <..:l w CD EL 925.0 EL = 921.67\ " ,MIRAA, 5XT (1YP,I~),: , I ,_' I I I " EL = 918.3.3 \, , , , , ~ \ .. I I'~ 1__________ ------- . \ . '~.:.....:.~-~~ -: -,-,-;--;- -:-,- ,- ;--;--: ~,- ,-;- -;- -: -,-,"" ,J,' ~r0~~~'~;-'~~-'-'-;--;--LI- TIE TO WALL 4 L [EL = 910.33 i -, I '..:..~~---,l=I . FINISHED GJ; , ~ ~ -'- - - - - , . '\, TIE TO WALL 5 BOTTOM OF , .'. '~':"I~-=-;~~~J;~~j , 1 , 1 , 'I LEL = 914.00 EL = 916.67 , , , , , , , I , I , 1 ". TIE TO WALL 6 L EL = 909.33 5.0 (CENTURY STONE UNITS- NEAR VERTICAL SETBACK) II I I I I I I I I II I I I II I I I II I I I I I I I I II I I I II I I I II I I I II I I I II I I I II I I I II I I I II I o 1 0 20 .30 40 50 60 KEYSTONE WALL #1 I I II I I I I I I I I II I I 70 80 FRONT FACE ELEVATIC o ~ o ~ .< :5 := Z (3 w CD lO ~ N ~ .< :g := c Z w 2BUTT TO BUILDING FOUNDATION WALL (SEE NOTE 3, SHEET 4) MIRAFI 5XT ("TYPICAL), r EL = 925.00 Z 926.00 - \ - 926.00 Z ~ 924.00 - -' l.~ - 924.00 ~ < 922.00 - ~_ - 922.00 < (;j 920.00 - -'--;- '-; ,- - 920.00 (;j G:J 918.00 - J \' -918.00 d EL = 919.3.3 "- FINISHED GRADE AT BOTTOM OF WALL TIE TO WALL 1 *BUTT TO BUILDING FOUNDATION WALL (SEE NOTE .3. SHEET 4) Z o 924.00- ~ 922.00- ~ 920.00- --.J 918.00- W REINFORCEMENT I 5.0 I DEPTH (FEET)' i (CENTURY STONE) DIST ALONG II I I I II WALL (FEET) o 5.25 o ~ o~ .<( 83: z <..:l w CD I I I I I 17. I t LEl REINFORCEMENT DEPTH (FEET) (CENTUFi DIST ALONG II I I I I i' WALL (FEET) KEYSTONE WALL #2 FRONT FACE ELEVATION o KEYSTONE WA o l.oJ lD 'z l.oJ TIE TO WALL 1- z o 918.00- !;;( 916.00- ~ 914.00- --.J 912.00- W EL REINFORCEMEN- DEPTH (FEET) DIST ALONG WALL (FEET) KEYSTONE WALL #4 - FRONT FACE ELEVATION TIE TO WALL 1 - 2BUTT TO BUILDING FOUNDATION WALL = 920.33 M~ 5XT (TYPICAL), o 922.00 - \ ~ 920.00 - , , . (;j 918.00- --.J 916.00- W (El z - 922.00 0 - 920.00 ~ - 918.00 GJ L - 916.00 --l WALL 5 W FINISHED GRADE AT BOTTOM OF WALL EL = 916.67 REINFORCEMENT I 5.0 DEPTH (FEET) (CENTURY STONE DIST ALONG WALL (FEET) I UN'ITS) I'IIIII"IIIL 11.25 o 10 o ...JVl C! ;i;2. g 3:~ zO:: C3z ~5 l.oJ TIE TO WALL 1 lD Z 916.00- o 914.00- ~ 912.00- (;j 910.00- --.J W 908.00- REINFORCEMENT DEPTH (FEET) DIST ALONG WALL (FEET) IOVl N ::> crio N <( 0:: o Z l.oJ rEl = 914.33 II I I I J I I J I I J I L I I I I I I I I I I I I~ ~---MIRAFl 5XT C 912,67---------------- _ ~----M1RAF-I-.5Xl:-C__9+Q...S7---------, ,'~ -,-;--;- , """,(1."""" "I ~ \ \ EL = 910.00 L El 909.33 L FINISHED GRADE AT BOTTOM OF WALL 7.0 (CENTURY STONE UNITS- NEAR VERTICAL SETBACK) KEYSTONE '" o ...J 10 ...J .<( ~ :;: o Z I.&J ~BUTT TO BUILDING FOUNDATION WALL - 916.00 Z o - 914.00 r-- - 912.00 ~ - 910.00 W --.J - 908.00 W 1 . THE WAL STONE L 2. THE DES THE ELE * 3. A GEOTE & BUILD JOINT 1: BACKFill II I I I I I I I I II I I I I I I I I II I I I I I I I I II I I I I I I I I I L 40.50 o 1 0 20 30 40 KEYSTONE WALL #6 COPYRIGHT (c\ 2004 BY lARJ ENGINEERING. INC. FRONT FACE ELEVATION Z 918.00 l o 916.00- ~ 914.00- Gj 912.00- --.J W 910.00- REINFORCEMENT DEPTH (FEET) DIST ALONG WALL (FEET) O....J ~<i. 83: z {3 w *SUTT TO BUILDING (D FOUNDATION WALL (SEE NOTE 3, SHEET 4) O'~ "Z . ......J .. .....J . . -; '<.:l \0 a:: lO....J v .....J .., ....J - Z 0 o 0 - <( N <( .., .....J lO <( Z u 3: 3: ~ {3 ....J W ....J 0 0 ....J (D .....J t- t- O <( <( t- 3: 3: w w i= i= LU i= MIRAFI 5XT C 915.00 \ r El = 916.00 r El = 917.33 El = 914.67\ r EL = 912.67 , " , , , , J ' l ' ''- "t" I I I , I I , '- --., ~ ' , , , tl_'_~~~_~~~;;;~~:;;_:~;_ :l~~~~:~~-,-~~-:~=~;~ ~',';"-MIRAFr5Xl9:>>-91T.51-,-,--;--;--:--'I' . . . . . . . . . . , ,J, , , , , , , " L L FINISHED GRADE AT BOTTOM OF , EL = 911.00 5.0 (CENTURY STONE UNITS- NEAR VERTICAL SETBACK) II I I I I I I I I II I I I I I I I I II I I I I I I I I II I I I II I I I , I I I I II I I I II I I I II I I I II I I I I I I I I II I I I I o 1 0 20 30 40 50 60 70 o ....J ~ <i. ~ 3: a z w KEYSTONE WRL IJJ FRONT FACE ELEVATIO o ....J O....J o .....J O....J .<( .<( 8~ ~ 3: z a {3 z w w *SUTT TO BUILDING (D FOUNDATION WALL - TIE TO WALL 7 (SEE NOTE 3, SHEET 4) - TIE TO WALL 7 MI~ SXT (lYPICAL), r El = 914.67 Z o 916.00 - \ - 916.00 0 I- 914.00 - ft,... - 914.00 I- ~ 912.00 - - 912.00 ~ --.J 910.00 - - 910.00 --.J W W El = 914.67 FINISHED GRADE AT BOTTOM OF WALL MI~ 5XT (lYPICAL)\ r EL = 916.00 Z o 918.00 - \ - 918.00 0 !;( 916.00- t,.., 1 - 916.00 ~ Gj 914.00 - I'" ~'1 - 914.00 G:i --.J 912.00- J - 912.00-.J W W El = 913.67 FINISHED GRADE AT BOTTOM OF WALL REINFORCEMENT I 5.0 , DEPTH (FEET) (CENTURY STONE) DIST ALONG I" II Il WALL (FEET) o 6.00 KEYSTONE WALL #8 COPYRIGHT (c) 2004 BY lARJ ENGINEERING. INC. REINFORCEMENT I 5.0 j DEPTH (FEET) . (CENTURY STONE) DIST ALONG I II II I I WALL (FEET) o 6.00 KEYSTONE WALL #9 I. I Ht. ::>t.l..IIUN ::>HUWN I::> A t(t.I-'t(t.~tN IAIIVt WALL SECTION. THE WALL HEIGHTS ELEVATIONS, GRID LENGTHS, TOE SLOPE AND BACK SLOPE VARY ACCORDING TO THE SITE PLAN AND WALL ELEVATION PLANS RESPECTIVELY. EL = 921.67 EL = 917.67 EL = 914.33 EL = 910.00 COPYRIGHT (e) 2004 BY MRJ ENGINEERING. INC. 5' 11 ' -' oJ 8" lOW PERUEABlE SOil \ -V//ij/~ +- ! +-1 1 I : -~ 15' GI -J///(////////////#////////;~/~ t:--;~ "'" KEYSTONE 4" CAP UNIT \ d; I \ r- : 5' GRID UNIT- t- ~/(#////f!::S--! . I ; 1 t- i 7' GRID I /-- - 3211.#=----\=: I -,// . I . - -----\- A--- __nn_____n__n______------------- - \-. EXISTING GRADE UNREINFORCED CONCRETE OR J b~?~~IL1?~~~HG~~K:ER68m\Eq.~\(f CRUSHED STONE LEVELING PAD FACE @ LOW POINT OF WALl. o o U1 KEYSTONE CENTURY STONE UNIT 24" UNIT CORE FILL (3/4" CRUSHED STONE) I"') I"') I"') I"') I"') ..,. KEYSTONE CENTURY STONE 24" UNIT CORE FILL (3/4" CRUSHED STONE) FINISHED GRADE \ I I ,J " , , , , , _/ (REINFORCED BACKFILL) TYPICAL REINFORCED WALL SECTION (WALL 6 SHOWN @ 35') SPECIFICATION GUIDEUNES PART 1: GENERAl.. 1.01 Description A. Work includes furnishing and installing a KEYSTONE retaining woll to the lines and grades shown on the construction drawings and specified herein. 8. Work includes preparing foundation soil, furnishing and installing leveling pod, unit fill and backfill to the lines and grades shown on the construction drawings. C. Work includes furnishing and installing all related moterials required far construction of the retaining wall as shown on the construction drowings. 1.02 Reference Standords A. ASTM C1J72 Segmental Retaining Wall Units. ASTM C140 Sampling and Testing Concrete Masonry Units. ASTM 0448 Sizes of Aggregate for Rood and 8ridge Construction ASTM 0698 Laboratory Compaction Characteristics using. Stondard Effort. 1.03 Quality Assurance A. Owner will be responsible for soil testing and inspection quality. control during earthwork aperations. PART 2: MATERIALS 2.01 Definitions A. Concrete Units - A KEYSTONE modular concrete facing unit, machine made from Portland cement. water and mineral aggregates. 8. Structural Geogrid - A structural geogrid formed by a regular network of integrally connected tensile .elements with apertures of sufficient size to allow interlocking with surrounding soil, rock, or earth and function primarily as reinforcement. C. Unit Fill - Drainage aggregate which is placed within and immediately behind the modular concrete units. D. Reinforced 8ackfill - Compacted soil which is within the reinforced soil volume as shown on the plans. 2.02 KEYSTONE Units A. KEYSTONE wall units shall have a minimum 28-day compressive strength of 3,000 psi. Standard weight concrete shall have a maximum moisture absorption of 8~. 2.03 Fiberglass Connecting Pins A. Connecting pins shall be 1/2- diameter thermoset isopthalic polyester resin-pultruded fiberglass pins supplied by the manufacturer. 2.04 KEYSTONE KapsealTM Construction Adhesive A. Materiol shall conform to ASTM 2339 and shall be supplied by the KEYSTONE unit supplier. 2.05 Geogrid A. Geogrid shall be the type as shown on the drowings having the property requirements described within the manufacturer's specifications and required by the design. 2.06 Base Leveling and Pad Moterial A. Material shall consist of compacted crushed stone or unrein forced concrete as shown on the construction drawing. COPYRIGHT (c) 2004 BY MRJ ENGINEERING. INC. 2.07 Unit Fill A. Unit fill shall consist of clean 1 - minus crushed stone or crushed grovel meeting the following gradation: Sif!ve Si7p' %Ppssinq 1- 100 3/4- 75-100 No. 4 0- 10 No. 50 0-5 2.08 Reinforced 8ackfill A. ReinforCed backfill sholl be free of debris or orgonic material meeting the following gradation: Si.eve Si7p' %Passinq 2- 100 3/4- 100-75 No. 4 100-20 No. 200 0-60 Liquid limit (LL)<40 c!c Plasticity Index (PI)<20. 8. The maximum aggregate size shall be limited to 2- unless field tests have been performed to evaluate potential strength reduction to installation. C. Material can be site excavated material when the above requirements ore met. Unsuitable soils for backfill (high plastic cloys or organic materials) shall not be used in the reinforced soil mass. O. Contractor sholl submit reinforced fill sample and test results to the Architect/Engineer for approval prior to construction. PART 3: EXECUTION 3.01 Excavation A. Contractor sholl excavate to the lines and grades shown on the construction drawings. Contractor shall be careful not to disturb embankment and foundation materials beyond lines shown. 3.02 Foundation Sail Preparation A. Foundation soil shall be excavated as required for leveling pad dimensions shown on the construction drawings, or os directed by the Engineer. B. Unsuitable soils shall be removed and replaced with acceptable material. C. Over-excavated areas shall be backfilled with approved compacted backfill material. 3.03 Base Leveling Pad A. leveling pod materials shaH be placed upon approved foundation as shawn an the construction drawings to a minimum thickness af 6-. B. Aggregate material sholl be compacted to provide a dense, level surface an which to place the first course of modulor units. Compaction shall be to 95~ of Standard Proctor Density as determined in accordance with ASTM 0698. For crushed rock, material shall be densely compacted as determined by visual observation. . ..... -,"",... I~,.c:.;,..r.l.::.,.,.d,,:,~.:..;j;..;,;~;',i~-J..':.c,:, . ",:;,;'L,:' ;;3/'::-.... _,(~,~~l~.;-ti~1~',~~~j:>.:..:~: ~. - >.1;''.;, .' ...i.....\. '"-' ,.".;, '.", :,. ,~" "i,,,,ii!o.L";'-, ,I/,'>"" "'I: b''''" "1" .. " ............, ,I'" ADDRESS IlJD 21 DATE TIllE SCHEDULED ~ Nor~~ r20.Q. CITY OF PRIOR LAKE INSPECTION NOTICE OWNER CONTR, PHONE NO, PERMIT NO. L/ - (.r;fJ~ [J FOOTING [J FOUNDATION [J FRAMING [J INSULATION [J FINAL [J SITE INSPECTION [J PLUMBING RI [J MECH RI [J WATER HOOKUP [J SEWER HOOKUP ~LUMBING FINAL [J MECH FINAL [J EXIGRADIFILLING [J COMPLAINT [J FIREPLACE RI . ~REPLACE FINAL ".....~~I~E.~IR TST [J, f~LHr,," COMMENTS: l\~. W~ ~ lMof-o~ tU CJJ ~ 2 \ ~c:.~ .}1. 1"""S~.""'l ~ -" ~ J- kthf: :.' ttl':'SJ~Jk~ W-~ 6. ~'" I [J WORK SATISFACTORY, PROCEED o COR:Z i-. ON AND PROCEED )( I~ ALL FOR REINSPECTIOH BEFORE COVSUNG f Ir~Cb r: Owner/Contr: C 17-9sJ FOR THE NEXT INSPECTION 24 HOURS IN ADVANCE.. CO;~REMENTS ARE FOR YOUR PERSONAL HEALTH & SAFETY! DATE TIllE CITY OF PRIOR LAKE 21", INSPECTION NOTICE SCHEDULED ~ ~ ADDRESS I (" n?" 7 tvoJtv \b", J. u.., OWNER CONTR, PHONE NO, PERMIT NO, 1./ - {Doe o FOOTING o FOUNDATION o FRAMING D)NSULATION ~ ~~NAL o SITE INSPECTION o PLUMBING RI o MECH RI o WATER HOOKUP o SEWER HOOKUP o PLUMBING FINAL o MECH FINAL o EXIGRADJFILLlNG o COMPLAINT o FIREPLACE Rl o FIREPLACE FINAL o GASLlNE AIR TST o COMMENTS: ok ~ c ~~ rfJG ~'\!J '" ~RK SATISFACTORY, PROCEED o COR~RCT TION AND PROCEED o COR T RK, CALL FOR REINSPECTION BEFORE COVERING Inspector Owner/Contr: CALL 447-9850 FOR THE NEXT INSPECTION 24 HOURS IN ADVANCE, CODE REQUIREMENTS ARE FOR YOUR PERSONAL HEALTH & SAFETYI INSNOTI DATE TIME CITY OF PRIOR LAKE INSPECTION NOTICE SCHEDULED ~ ADDRESS --'-~2z...111drrft,aJ~ I/. OWNER CONTR, /J14f JchIlJ'P1. PHONE NO, PERMIT NO, 6~~ o FOOTING o FOUNDATION o FRAMING o INSULATION ,c[ FINAL o SITE INSPECTION o PLUMBING Rl o MECH RI o WATER HOOKUP o SEWER HOOKUP o PLUMBING FINAL o MECH FINAL ~ EXIGRADIFILLING o COMPLAINT o FIREPLACE RI o FIREPLACE FINAL o GASLlNE AIR TST o COMMENTS: ~-t!) ~ Cvi~';-'O( ~ORK SATISFACTORY, PROCEED o CORRECT ACTION AND PROCEED o CORRECT WORK, CALL FOR REINSPECTION BEFORE COVERING 'nspectorH~ '- Owner/Contr: CALL 447-9850 FOR THE NEXT INSPECTION 24 HOURS IN ADVANCE. CODE REQUIREMENTS ARE FOR YOUR PERSONAL HEALTH &: SAFETY! INSNOn DATE TIME CITY OF PRIOR LAKE ~ J I INSPECTION NOTICE SCHEDULED 't 2/1;5 ADDRESS I ~D?.. 7 10 ~ ~.(..J ~ e ~ OWNER CONTR, PHONE NO. PERMIT NO, 4-1,.,0 ~ o FOOTING o FOUNDATION o FRAMING o INSULATION 'J( FINAL o SITE INSPECTION o PLUMBING RI o MECH RI o WATER HOOKUP o SEWER HOOKUP ~LUMBING FINAL rs MECH FINAL o EXIGRADIFILLING o COMPLAINT o !IflEPLACE RI ,-ctFIREPLACE FINAL o GASLINE AIR TST o COMMENTS: c;,k.-). M.A; ~ ~ tf).-O<-'V-V\ (J ~ J ~t..z.. M~':'A~.. ~~~. 4>:~ ~iVp cS~~" p~;UQ ~GXf.~;..~ Oc.c.-LJ~ ~ ~ ' hQf.1~ ~, f.,.-Vl-4l hm .lJ1I_ ~\.v3 b. ~~ iJ. 1janL(b~t ~ '1~ +0 B-I-OC:' o WORK SATISFACTORY, PROCEED o CORRECT ACTION AND PROCEED XCORRECT RK. ALL FOR REINSPECTION BEFORE COVERING Inspector: _ Owner/Contr: CALL 44{9f~ ~O,4E NEXT INSPECTION 24 HOURS IN ADVANCE, CODE RE~NTS ARE FOR YOUR PERSONAL HEALTH & SAFETYI INSNOTl Job Address 1101)1)7 11ilIIH~ I Job Address fbo21 ~~ Heating Contractor Controlled Air Heating Contractor Controlled Air Name of Tester cy Name of Tester ~ Date ?7 \0...-.0 < Date ~Q5 Percent O2 ta,1. Percent O2 ~,lD Percent CO2 ~.\ Percent CO2 ~.~ Percent CO y5 Percent CO ~ // .1 \.C\ 0 L\~O 1.'1 Stack Temp. Stack Temp. ; (i1.:1 ,( Job Address I('O~71\O~ Job Address \lPOd'1 ~~ Heating Contractor Name of Tester Controlled Air Controlled Air Heating Contractor Name of Tester ~ ~1~CW\ 05 ~ ~,O VJ lCtb JO_ al,~~ 1.:,,7 ~ J) \\'~ Date Date Percent O2 Percent CO2 Percent CO Percent O2 Percent CO2 Percent CO Stack Temp. Stack Temp. '\ ~ -'. Job Address ~ lPO;\7 ~~ Heating Contractor Controlled Air Name of Tester ~ Date ~f) \~.s Percent O2 l.o.. ~ Percent CO2 <6. ~ Percent CO ~ . Stack Temp. J' I 0