Loading...
HomeMy WebLinkAboutPermit Field Test & Inspection Report 1995-6-27 ~ -./' ~ 'C.~~~t$_~~Cq.l-at{tlJ . @ <. '\ Branch Engineering '\ June 27, 1995 310 North 5th Street Springfield, Oregon 97477 (503) 746~0637 FAX (503) 746.0389 City of Springfield Planning and Development Building Safety Division 225 North Fifth Springfield, OR 97477 Re: Building permit no, 950663 We have inspected the soils in the excavated area of the proposed residential structure referenced by the above permit number, and find them suitable for the intended use, subject to the following provisions: 1. The foundation areas are backfilled to a minimum depth of 18" below finished grade. 2. The building footings are to be provided with perforated PVC drain lines bedded in a minimum 12" depth of 1-1/2" open graded drain rock, with piping draining to the streetside curb. The building underfloor drain may be connected to this pipe at an elevation at least 12" below the lowest point ofthe subfloor grade. 3. The rainwater piping will be installed parallel, but not connected to, the foundation and subfloor area drains, Connection may be made at a location immediately behind the proposed streetside sidewalk area. Since a CMU foundation is planned, and Branch Engineering has prepared designs for reinforced walls and footings where over 48" in height, the Code minimum reinforcing schedule will be adequate to resist differential soil pressures generated by shrink- swell. The above provisions will ensure that subsurface moisture levels will remain consistent throughout the year, and the piping will not conduct air currents which may tend to dry the footing area soils during periods of warm dry weather. ./ TRANSPORTATION CIVIL SURVEYING , ._~ '. ";i':, ;"::i.M{?f~{;0i0iJh~,;:(,; :~' ,.~}';L:., ~'::,:~,'_;IT!ltfH~ftgg;0t'<~{t:'!h~~~i;tltj,\:"j~;:;iG .---.--. , Vi3S ) ~r~, AN5iAU. euxKlNG e>e;iWEEN .FL~ .K:>1:;i5 I'lHEI<E ~ING 15 p~ TO 1'lAU. AT 24' CE/o.ITERS fOl;1 FI~T 04 Fi NNA Y FROM WAU. .' .3/04' (MIN) TCG PL'rWOCO OEO:ING GU.IEP AND !oJAILED TO ..101515 WITH CCl'JS" ADMESIVE AND IOd CCMMON NAILS Ai f:i ON CEN~ 12' 1li"leE.l25T"RMD. 2X12 OR 11-7/&""JI 15DF OR MIO<OU\M 1<11'1 JOIST ", FLeJO< JOIST5 .~ 'i- nf. ;. .; ',-- 'SIMP50N" U:zb OR ea. Ai EACH JOIS" END "'" 2)(& PLA'll: "" ~5UIaO n<EA'TED IN CC!IIfACT,WITH CONOOETE eAR 1'Ek'MINATE!> I' e>e;LCW TOP OF WALL ........---............ ., 'SIMPSON' MAe> I=> A,. I "i ON CEN1'ER$ I!;-o' CN1"51 I ...---.v' , J STRIP FOOTIN.; '~ FLOOR LO,t,OS / ..... VErlTICAL OAR:' AT It,' ON a:NTER5 AOOve eMF. DOWEl.S LAP :l0' PM) TIE, 114 eAR" AT I", ON CENTERS j ..;1. HOl<IZWfAll Y It.! WAll ',_ ....-' -, ' , 'ff , - I _ ~: : . " - ~. ~. ; -. ..... .;- I I :2 MAX 5lJQCHARGE / ~ J ...-.... t ," FINISHCO Gri!ADE """rAll..l'LDOf;.: 5l-'e TI~T A6ArNST INTF~IW l:lX:C cw; WN..J.. ..., CONCI?E,'E FLOOI< SoAO AIXlVE FOOflNG OVSI> C04'ACTliD c.AA""l BASE , , 5' ,...... ~ '/2 L.,~ 1. i! \ HClOK R~IUS .' .. ....'",..---.. , \ , ..... .... -.... :.u ~ :.J' ~ I 2' CLR a' EDGE -~! ' 24' DEEP Ol<AIN ROCK e>ACl(FILi, ''', OVER THE TCP 01' " 3' D/A/"E'fEJ;;! .........""'ATl:D PVC PIPE CASTM D-2T.I9J :0 Dl<AINED ,.0 'DA Yll'll:' r Do 1>.101" cO...,\...~(:1". TU ~l"~~ O~JlI~ I..INDISTJ...Il<&D SOil O'!ENGI~'f~D FILL / :3' Q.R a' ".... 8ASE (;!) .5 eA<~1 IN FOOTING CCN'II\JIJ(;.\.J~J NOTE: MAXIMUM I-lAU. /-EIGHT 8'-8' Ae>ove TCP ~ FOO1'ING CONCRETe ~OCK, 1800 P51 5rRE;NGTH !-lITH All CB..L.5 GQOuTED FU~L t<E1~lr,IG S'!EEL: GQADE be Ilo4 I>J.E) 115 ............o1ED ME1'AL e.AR5 WA'l'EI<PROOFIt.!G 5YSTEM, 'WR, MEADCWS' MElROl 5aF ADHERltolG BlTUMlNOlJ5 5i'EETlo.!G 1\-IIS DESIGN MAY e>e; U5ED FOR aACKFlll /-EIGHT a' e. FT, MAXIMUM WH8<E THeRE 15 IoJO SUROlAl2GE, AT 51DES ~ HOUse. ~': ~: '. i i. ", o FT \~i,;jU '-', ' C F t,J'" '.~ '[' b J\..) ... ,1 t. I WALL WiTH SURCHr"RGE .';':!. :,?SJUN(95 :,., I NONE .~-,_.~~~ ~~'~"::.._......_... :"I.',:,:l... 1 !':~I 95-'.8 OF ~'~~CJ..iL :.: i I j : u. TOM PETERSON CITY PERMIT II 950663 .~, ~ (B),...~.~'.9.~:7.I:,....~::~.9,;.net:ri n 9,.. ......_..~......._.._. '.-..' _~ I;. ,."..110 ,- ,I.. :,...... ~"rlll,JIl..I,t, (1'''\1'''' ')]47"' (~:1(I', "d_O~~~ . : ~. ~. .