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Home My WebLink AboutPermit Building 2002-3-6 /'M'a.... (rc u~ Utf: ~"ta \ l<vtj..1nc. ~"t.1-~b'{-lb~~ p.~ fJ~i6oi'~uu~bs;Q5 5410545355 ~QmmunilY S~!'''!~~~ D;~'t 2i.ii:~iiii) s.reiy CITY O~~PRT1\lf':Cre, "'^nro....,..;:;.. - - ~. ,~.- ...... -4.0"'_ VI'IoCVV!-. 22$ sUt .S~rcc,'~'-S~!.j~gf;~~~~ 'O~'l)?~17 ~:i.' 7~o~;7;)~ ;.;: ci; '" E:P<<;ti>it:t:Rii>i13 PAiSE t1L Al\tIBLESIDE MEADOWSStTBD!VISION-f~T ADDiTION Silil I.. ""iigati on QlItstlOIlllalre for CobBullingDes!gn Pr"t~sional~ toundatiori-requirements - new Strlletures on resule:mallots ThiS (orm may be used as -tempOrAry verilleB'i~!!! to anow :~nstr.:ttivn W \;O"tilU'~ on tile job siteuotiUbe: consgrtant~8stampedaffidaYlf'on: L.~e5jte,sc.ib:Gmpiiction a'"iid'siabilizarioftcl$SUbrnitteclto Che, City_ This form m.!lstbe tcmpl~ttd 1/, a . u<<:ensed de5ign professional (cnRfneer or architi!d)or hislher 2U!hcr-zed €;mpluyee, and SUblDitted to tile building inllpectorprtor to '~nesting City Ens~tivui) vI' pia~ing foundJation conaete. It is important Ihnt all qg~tm.'iS be ::nsiYu-.:d completely f6r the foundation site 10 be 8p~rO"ed for oMn!t!"'..!cti,',)~. Owner and/or CDnf"~~ro" . '\} ~ '- '-~'\ Q,.;.:. ..... ~ "\.U..D ~ 11. ~ I. Dat~ of the d~ig~ profeee!e:::,!tt; =too ~""ahiaativfi '1 ~"l.-IJ Co ~ f I 2. Has thedeste~ pr~fe~~~Qr~ ::~;ii",~ ii ~vpy oi iDe geolemnica. information {or the suh(ijYisi~!! t.~~! ~= p:c~Jd~ wlit. ine buiiding pe.rnUt? Yu.:;gNo_ ij nor, pleasecOntacl rhis officefor a copy o,fthe reporr. The d~rig,~ p!'of~~!!onal "",stbe famtliar with the gtolp.chnical iriformQlionbefore t:(fmp1e!i!!g (his form. 3. Wia.l was tile SileAnd depth of tbe excavation and lor rlIl? ~....vr " ~ll G- f" 0 PlLcr.M. \ ~ .~~ ~ ::::' ~ ft-_ <, "'H" ,1~ "1L4~ S u' '14 W6'" \Va5 eAisti~it nQn-5UUC\Urai iiH or expansive soil enCOUnt~don the lot? res No "'J. if "yes''. whs.t types. depths and locations? _ ~. r- . .... c. ('~\) ^,Q... \......."",,' ~.... t:'c:" o~ Ie. &tLon.Au .. ~)'1'" 'iu...... _~,.., 0 .c.".....f' '\.A'I""'" M;~...l'Lr....~ 0. A-~'l-\~~. ~.a"'_ r......_~.A......OVJA.;.7Vn:. Vb!' .Ir(''''~''_~''''f'.....~" 'P'" ~_~ w!uu measures were,taken to remedy the SOil condjtion(include type of engineered fiHused to stabilize the ,soil)? .. 'n.~ :;.,.... 4. I..) <: ~~ 0:>- ~ I~ ...~. \ .5-.1, . CI\. ~ '~_ 1..AJ~ft...'F J.:!.,'iiiLI ~ n TO Q'n..~ ....", () -{!:" ""^ "" \}-t?.J1.._E:.'f" l~ 6'1. Ie.... ~1V_",.t1.../"'~ \""1IJi', .r M~r U6 U2 U8:~4a NYH,lhO. tl3/flG/2ee2 1:)9:08 541684'3358 Community Servir.,..~ D!", 8!.!i!di!)&S~~:j' CITY OF SPRLi'JGF!ELD, OREGON 22S 5'" Str':':I, ~flrintfi...ld. O~ 974'7 Ph. 726~375~ S41-~6'1"'16~8 K & A ENGINEERING p.~ POGE ~3 1Gb Aadre>>_ ?~'6..1' Flw ~ riJ.- Ci{y lob it (); - 0 ~ IJ 1'\ -0 \ ' Ie:. rhp c:it... ..r "'.............A ...1._. ..__ t'7I :.....J. . ~" .. '. , -- ',"~ v.... ..~ f"''''r.-~'' ,......'1......c Ql muucql4a1;C' LJ 10 maulUun cOnStant m01Slure f"nnt__I'\' i", t'h.'''nl. ,...",,,,aA.'l "'___a fJu_"""___" ,. . . - . .... '. - - L. -_r<~.n... ......,....'" fJ"""'''' ,,'Vlf;. H;;HJi\;i.nWn OJ mOI.S1Ure .ftGbU&VJt'Oll m 'he SUI.1 tJTfJA,,;~ II "1fj1'J..:.......~_.. A~.L_ ___..._1___.'_ _f. . _ _ . _-:;: . o. ~~.' ~ ... , ~'f"" ..n...,~. vJ,..... 5CiV"""'iI"U'Ui rt!porr. alia musf tJeaJJinnea befOre c{>n5!r!4!;t!c.~ tar: :-cn:~-wc. . . If !n!!deqn!e, wha.t ===~:; :lOc ...cc~\1 4.U yivviae {;UnSiiWl moisture content in rhe !l;uh Dt'anp? --- --- "-'-__ t ~l \.L\\ ~ ^"._........... ,^......,... . ,....... n,.. _ _. ,,,_,_ ...._ - - ~ ~,,' '.1. ~.-. ~ I ur I......~ r, ".('V'\.Va"'"\'-I\JV.n ""'ijtrv. ~~na... p~."..,...J<."!- 't:I~?...~,~~s. A.~,........:v C""''''itv\? i?l';fl\""'l~ D p.. ~ u.. VIol" ~ r\ .~!".! . Is the site as prepared adequate ~ iMdtqUale n, to SUDoon the n[QDQsed structure? An (JJfirmative. aruwe'r-f'S ~eQllisite to D'oceeJi~" with ;()I!;rrl.lcU(Jp!. U inadequate, what additional work is needed to provide ad4tquale foundation support? " Did the des'8ft professiOnal witness plauJDent abd compaction of the , cnsiDeered fill, or is there II special insp.ectlon report lorthcomina from 'a qualified agency? 1 wimessed Placement I8J Sper:iallnsp/compaction report 0 5. 'l'he designprofasionall~t.ends 10 use the followiBig method for lDstaJJBtton of perforated perimder footing drains: The design on lhe attached drawing provided by the design professional ...... 0 The nicthoa ShOwn on the original conStruction drawings......... n.............. 0 The typic:ai 'Foundation Drain' drawing attached 10 permit .... ........ ......... J!Q Perforated perimeter drains are not required ..... ....,......... ...... ........ '. .... 0 Comments:, c~ a~_ lV(j;~; Ci;y iiiSjii;ewr.i will in.ape{;i imu.li.d drlJinsprio( 10 cover upon request.., r.".. "'''J: '''~t'l __ __'-_-1..1_ .:_...._ __....... \..o.ue.",""",""'"",r4,;7 iU ~,,~~~'e ~pt::'~j.ull. z "',' ." -." .". .,'., ~ ""-'.---- ~',_.._,-..__._-,.._.,--_._~'----..;...;..=~..;; Mar Ub uc:: Ui:H d5a .,,,iaG/2l:l02 B9:ea RVff. Ine. 5416849358 541-db'/-lbdi:f K & A ENGINEERING p.4 PAGE 04 C~1mm~iii{J ~~..i~1;,' O~~, Buad1~g Safety f'\rT",v "'T:". ~"'n,,""t,............._ ...._ _ __....;, ........'.' . v~- .;oj" .....i,i...,c- ;.&;;.l.UJ VKt:.vV[-.j .,.,.c. C'" f!!I._._.. C!"_.."_ r 1'1 __ ....____ , ,'" ......,.; ..JU"":1,,~, ..;pili;AH~iu, V~ ~i.. i i rho -j i.o.jI,,, )Ot) Aadress_ ..., ~"'i... i~ ,....~ ,.J CilY Job" .1 - 1O~11e."'o\ i .^~.nni..._......",....I'.......__... .a_s__ ___ _____a__.a _, ' . ..... '_ '_~,'_ , ',,~ -- -- ...-...."'C.....==.. ...~- - ............ -~ ii:""Iu.ii'cv \upr~"aii ute DUiiCII-UP of excess m.,i~tp.n~ !Mldoe t.~e fmmdatlo::s d..r.ng (~ Jlea) wJ&siJ'ui:ilcm. 'Ibis Grain tnav ....lnc"...II.wl1 ..ft.... ..............11..._ _1______< __._. .n... .., . . ---==. -~- "''"'';;~.~--.. --........... --~.._vi. ....i_~'Cu~jl.. YJD..'i 9J,ii.ii Int:: eXiifCSl.r........ ..,~~ion ^f th.. 11_5_ ................:....__ ....-"" '""..,.-- ~<== ~.. ..........~...ii~.ii...... 8. The c1esign professional has determined the: following: The r.rfI.wl .f"nf'p drn;" ;~ rltn,.i..It,l...J.... ,i.... f^..~"^,:__ :_ :_ .._" _ ~ n . - . ---- -,I ......-.- .,"&: . ..,.,~"'. ""'""'" C""~~..6""JW~_""""".M"i'I'-i 4lili il6.i.....Ki,i... h. rife Iow~point drain CtJ1l be instaUed (jfterfoundalion placemenr without G significant moistur~ build-up probltm withinthefoundarion............. gj (the low-poinrdrain mav be installed at the. .~_ ('1;08'" of co,urnic,ion) 'iiiiil4:t>iiiti~/f(J'f\I"G. 'attfilt8. ,,~.-<-O ~ k .W'. u__ .1... ,J.__!__ _.::.....l'_....... ~ . .. . I _ . J " . ',... .. ....... ,,_ ,," .'''W'''''''''''''''o'' ~, V}f;~~wm,u ,UU,)C;IVt:U ~nu appTOll~a llle fn5tattatLOn OJ file ;:uj...ii"ed low poim druin?.................................. Yes. No :1' .r"'........". _..L___ !_ .L_ 1____ __~.._~ ~_4_.'_. ,.. _. ~. .,..... o. .. . -'J J...., .,."'<<;,'" .... ,u.~,.VOltJlV""U.iU.t.ft t.{J(.-~t.UWer .ne ouua1ll8 ana ...,........... ~""'..... .:...__:__..... _. ~L.'_ ..:__11) ~_.._.... L _ __. _:......;.....~.__, _'.~ __.. __.. . '~'~Iw fIIiIoV~_ i'~ .f,;SJ'liii"."'(;. i.U '~ji..1 jiifU"~' (fFiU,J,'1 Q;: (li'l approvea lU~QtlO", i.~. ~:l'~G: 'i;,:::~r. .::arm sewer, SiJmp pW6Tp l:ind,dischaF8~ .liiii 1(; ,ntsiref;it 13"" , ........1' .,-...1." ""I:r.c'i 6ft "...^f..:~..,.\"'fjJ'mn'rf" rip.t_~i.u. "Jh..."... ft\.. .......~,tAA: __~;. A......u....,.,.,. ""....... .... "'&'U -,.........&l:>..~ r...~iilY_..lloWU~ .~~~~.Io:~,"'_......................~ ~~........,_.,.~'-:. .w..:r."w-..._k"".... JO'........ ............... -,..~n:-4'4~e..w- i....."w adeQ~ate foundationste.~J., Is e.ny-eddlt!o='tt! !o-~ndation stee! req~ired,th~~ ~~.:;ot" ch.._... n'" th. 'nnnll..'jnn...._wr.....c ..-.... ,h... ....n..;...." ......,-,.-.- -- -r-- "'J;.""Y Ii"V'Ef!'ii'~'IE"i!"'lI''!i!<_ WlI'Q _,." I'~ :a.'llFa. 9a!lf"'ii<' V--!!/ul'-f'9!li'F.=&&D JO' Y..~ N" v If "",,"" ".-~,...;h.. "dditi"'..n/:t",....1 rl';r";,,'1~I.(,,,. "r""j,{p,A,,"\AJi"D I" .-...T'..... --or- --- tr<tf J',...... F..........~....'T_....~_-..........,.r_.......r_......."..."l.........,=-i.....,r-~,....Ir&=__,.==,Ir.~r:..o',~ ~ Th.. fnll"MJJ,,~ .frn.fl!mp,u mu."t fu! .ft'tt",ed bv the individualdotnfl the observations and - - - -.i - - - -. . io,; -. . , -;.; - . i.= - .' ;...: orDl.tidintuii,.ectiim for ihe excavation tmd sire D,etJDrtJ.t;tm work on the DToDerrv. , .I w: ., . . r 6 . ~ " . ~ .... :; foi'a,..' Ub U2 UH:::Sbci . ...de2 el9: 08 RvB, 11"1'0', 5'U6849358 541-::sti'l-lti::SH K & A ENGINEE~JNG p.::> P6GI;: 05 . C~m~v_~ttj' _~e:?:~~;~Oi~.i. 3uii,Ying Safety CITV r\t:'t',l>>D ",TI"'.~'''''.., '" "." ................,. ........-.... .>. VA ..,. 4i,-" ""..i-I.....U~ VKc.\J'UJ.~'. ,,~ .f;1.h ~fr!"!..L ~"""-,.!~~~~-!..L~. ~~_~~o.,~.!'"!!.,. .,........,!C..'"!'~~;-:.. --..."... --'"'.._-.....-_y...H~..'l"o.W. ",'" ..#~'..." ~ ..,. 16V-""';)Y Job Addrtss '3'3.'1,.. 7- t"~u..... rJ City Jotnt (!) i - o~ r.iA-o \ .. Th~ Ululerslgn,44g#gr: PJ'of::s:w::;:l, (0.... ..ii.:,'iqr.;.ed~mpl"ycc) fUlcsls,htuhelshe nb.(lfrvRd rl!lJui,~d ...^ilTl"~ "-,".....,."'. "..".",.A_J..___ ....~, "....~~~.~~_,:. ~-=O _8 .~.~ _'" ___ ___ _ _ 0" _ _.. w~r, (l~(.()~Plish;i~;;;;;~;;;~h;;'~;;:;';;;~:;:,;i~ -;; ;;;;~$;;:;' .;:~~:~:f;:~:";.es prtUle u..dl.r nM "'MUM lh" '...ilm.... (.......,.,.. _.._.....,r,." .~"~ ;"~~~, ~--~"~."';~J' ....... =" . - --."!., - -- ----~.- "W';O-====-._",_-W-;.;-. .ra .....-........ ..........r........f~ .v~ ",....., t;;a"'II"'"-c:."J. I.oe UrulenlPrlfl'tI ('1I""'~r ,,".d<: ".,., II... n." _..d". _. __.___;.... ,_ _.A_ _" . . . . . . ~.. - ".. no _h_. --.~~'": ~,=, ".~ "'~~-a'5,.""","""'r'-Y-,i..., "-'IiMue." JiUppOri tilt! buildlftv DrnniUl!tllnr ,,,,ft flit", -~ -. ~---.-- ---- ----~ Addh:ionai c:ommeriu: :'''' \ '"'? ~ ~ I~ ~I~ ~trr> ota..' fl~\.~t'1 ""Ia"", .", JoJ G- i\:, \ ~J b!.~ ~(l- D '1\0. ~ ....J ti ~,.Jl"'- ""~fl-I~ ~P4C.I~. i ~ -., . . . -" " <;J:iO..L,\i '- .i..~tA "'_t.-_''''\,. ..._.:..__. _......~_ _..__ __.. __ ... . . .... :" '" ,._ _ _", ,'~';' :;:~~~i; n \:UPl vi UI~ ri;}iVn masli &Ie aCPl 00 SUe with ihe a..,..", "' ed piADS 8t all wi iiClJ. This repon'shalf be foHowed by an affidavit. signed and stamped by the desiF.n professiollalunderwhose auspices this repon was completed,- affumm2 tbe i~foImation herein. The signed/stamped affidavit together with a copy of this report shall be submitted (0 lhisoffice prior to requesting framing inspection for the building. -, ... I . $igDal~ ~,~ ~~ Name M.f,..&:1a....:.//I'-~,..11?T Title I'f'/L~lnpvr- Company Jc.41J-, EIJ _ J rJ~ 1'-/ AJ L. ..E:J..( Co. . 'Phone ~~4 ~', ~... or " , .' . ...... LicCDSOO Nt,' ..~~ -- _7f. FM ~r ~"... License # I till ..., 4- expires l1..{~ I !~ ; ; in~ geu\~hnk;iiU fCpOfi tut 14"-~ A.tnoicslaeMeaoows - i~; Aadfljon Sub&l\;lslun fC(;"uu'11cnds i"unewa.~mQi5t~ 5Uibii~tiofi of eloposea expiW:>iv~sub-gradcs. and dliil ~. __'''1_'4~ .._.. _.._.. __.. a .. 111 ...... .'11 ........._... I'~." .... _ '.." e;;;.p.mSjve wus,ue vve.r"e^~ii""iiieu. iU'.u rep.iiiCeUWiiil. ili .."liSI i-' iJ~ltelj vi UH CvmpiiClw . - -..., _ - _'" ^<<'",.;....~. .t"Il.,. ~ "'-L'^o ~__ ~_........ ........'1 _ _,";" _..__ __... _ _ ..-L' ~ ...._ '_, t. ... ,', _..... . . Lv ii. n;iA,1>. ~.J7fj ," !"l~ j,'j,"i jJv;iv lvl iUuIlWiUvIf, p,t,;PliiiiUOii. .i ....a:epon lUSV a:c;;;;OiTulje"~ ita~ li.caSUie!i belak~il to, pr~:e..l W.eI f.OITi 'onc;ctirl~, in o~ WQ~' ~ rQUJi4at~uil w-eAS ":Ul liI5 iiu..t ~n~i {i"~ (;(;iiii.r-il'{.i(;ii fJiOCeii, i.i1.d {hat pU;;u{ive 5j\e w-Qiiiil6~ ~ pru'o'ide\i hi ~_~.__..;,. ...'L._ =_rl._ ...:,,;,:,_ -_If'_..~_.__ ____~__~_.._ ..."-_ __.____.!..... .o.,_!"W_ iCUUi,;i; Hi\; iiii.i'iUUi;jVn.Vi ~Ui.d.t..;; WQi,\;i i.iii.v Uj~ i;^p(u"~iVj;;; oU.i.i~.. The:: geotechnical ....r....rt further ...,..,..hasi7.e5 that the finish grade of landscape soil . adjacent to the foundation should be at least 24"'abovethe exp,ansive bearing soilS. finD1y comDac~ed to reduce the infilttation of water. at the surface. The adequacy of fIll soil material a.round'the building must be verified to the s8tisfact10n of the design profeSSionaL ..