HomeMy WebLinkAboutMiscellaneous Field Test & Inspection Report 2003-3-11
Mar-II-lOOl ll:!!am
Fram-K , A 'leer in., Inc,
Co~unity Servi_ Div, Building SereI}'
CITY OF SPRINGFIELD. OREGON
22$ ,~ sireet, Springfielcl, OR 97477 Ph. 726-3759
.!41-684-9358
T-lll P,OOl/006 F-l0l
.
lob~/ ,,' 3477 E~lc6n Dr.
Cil)' Jokft . eOM2003-00056
'SCANNE~
AMBLESIPE MEADOWSSUBDIVISION-tsTADu~~J.i)N
I Site Investigatioll Qul!StionDaire 'f~r~DSultillgnemgn Ptofisst~naIs J
, tOundanon I'e<luirements ~, ~ew: structures Qn residential lots ,
, TbIs fOl1ll ~y be used an (":1; ";ry~erlflca~IlJ~;l\O;:;"',,,, dfon toc:ondnue
oD the, Job slreuntll tbef.OJl'IJII....:rit'88tllmped~fligii lhe8.ifesolJ;",,,;,etiOD '
and mbiUzittlOl1ls subDlllte4 to tbeCity. 1111dorm m'II8t be CiOmpleJed by a '
lIMiciM desip p~ (.:..;.,:, ~r~aidilled) or~r aliihoriZedeiDploJlle,
and subilliUed h.>> tIKi b"'""liig~,;"~',, ,lIi"Prlorh.>>' r.equestiDl(:lty~cir
, Jadn foUndation c:ODCrete.lt iibiipqi1iinttbiitBiIUeStiilns'be ~_.. ;,,~.j
p a", ',', '," ,,' ",' ',' ",q . ,,' ,',., ", "
completely'for thefOlindatioDsite to be ,~.",', '~for CIOiIsb1ictiOJlo ' , '
Owne~ ~d!o.r'~ ..!l,.~,~.~:.,~~~.,.~o~ .\I~li~x" ~1~ilA~..c..
1. ' Date of the desigai P~~'8 siteeValuatJon?
", 2/19/2003
2. Has the deSign p~:",,;~, ",J mte;ved a Copy of tile .!/ ". ~JmICaJ')~..." .1,.,
for tbe iUbdi"',J,',,,tb8t wUinvl'icled'w,ttb the bijJJ~IJiemilt? ,Ye.ruNo_
',' ..","" . " . '.' .' .' . .' . '.....
. l/not, pleasecontactihis oJfk4 for a copyoliM report. ' TIre t/4sign profe.fsional
must be familiar with the geo~chtiictil i'l/orma/ionbel..o.re completing t~foTm.
.. : '.' . . . ..". '. .... ". '. .., .
3. Wba,t w8s the siZe liIid dePth .of,tIle CllI'alviltioit and/oroU?
. 4\'i'7Q nf ,:.JtrA\uti:fru'1 aru,...~4~" Y','6'n'(. w;th':maximiJm cJ~pt.h:R,DDrnx. 4.0.
IHlis1'de SlaDe' was ~cavat~d 1n two benthesaliDrox. 30'deeo.
.. . - . .
. . " .......,..,. . . " ". .
. . . .......
Was existing n()ll~8lrUcti1ia1 fill or cxp~ve soil encourillired on the lot?
Yes~ No XX If ''yes'', whaltjopes,cfcpi:hs and IocatioDs? ' ,', '
, Silns encountl!r~lI,inthe 'excavation consist of 1l\?orox;'1.0;oft. '
of', da rk.bl'olm sl'l tr topsofl ove.r ,dense, weat~ered ldecomposed 1 '
Drown tUTTlVOICllmClroCK,; .", ,
Whatiiie,uWe~ w~ ti1ccin to ....;~.:i.the soil cOnaltioD(inCludcltype of ' ,',
cngL.':'"J fill used to stabilize the sOil)? 'Pfiriin"t;'Y'du1 ns were sQec1 fed
around, the back, and sides of each :benCh to inteI'C€pt and dra1'n
'groundwater., ,"
1
Mar-ll-1003 11:56am
From-K , A ieerin., Inc,
Community Services Div. BuildinJl SafetY
CITY OF SPRINGFIELD. OREGON
225 5" Suee~ Springfield, OR 97477 Ph. 726-3759
+541-684-8358
.
T-Ill P,003/006 F-l0l
JObAddIeP ~477 "~'..nn nr.
City Job 1/ COM 2003-00056
Is the site as prepared adequatexla inadequate Oto mailitain constant moisture
content in the sub grade? Note: Verljication of moi.rtun stabUizationln tM sUb
grads is a requiremtlllt of tM geotechnical report, atId must be a.ffirmsd before
constrricticm can ccmttnue, , '
If inadequate, wJ:lat lDIlasures an, needed to provide constant moieture conte.i1tin
the sub grade? '
, ,
Is the site as prepared adsqw#e ~ inadequate 0 to support the proposed
structure? An alJinntltive answer is requisite to proceeding with c01lStruction. '
It ~uate, what additioDal work 18 needed to provkie adequate
foundation suppOrt? .
4. DId the deslp profess.ion81 wltiless pia .,."." ~ ancl. '''\, ,: etlOD or the
englneerecl6D, oris there a spedallnJ'~ ,..~on" '.. ,'.", fortlic:omlDa ~ a
qua1lfted apney1/ witnessed P1acemtllIt' Q Special/lisp/compaction report 0
NOTE: ff 11 consisted of 5" open-graded quarry rock, - test, not requfred
5. The design professlo~ intend$ to use the followlnllllethod for ~IIIIII~ '
of perfQl'8ted" ,..(;,,:teFfootUlgdralns:. '
The deSign on the auaehed dl'a\\lingpro~ by the design professional ...." 0
The method shown, on tbeoriglnal C(lnsriuctlon dl'awlngs..........;.....~........ 0
The typical 'Pounclation Drain' dt&wing attached to peimit .........:........... iii
Perfoi:atcd perimeterdiains are not required .....',' "',, "..."........~.......:.... 0
Conunents: ' ,
Note: City inspeCtors will 'tnipect installed drains prior to cover upon request,.,
Call: 726-3769 to schedUle inspeCtion.
2
Mar-II-1003 11:56am
From-K , A ieerin., Inc,
+541-684-8358
T-lll P,004/006 F-l0l
.
CommuniI}' Servic:e8 Div, Building Safely
CITY OF SPRINGFIELD, OREGON
225 5" Screel, Springfield, OR 97477 Ph. 726-3759
lobAddn:u 3477 Fa''''nn Dr.
Cil}' lob II r.nM 'nn:l_nnn5~
Low~polnt crawl space drains are required to preyent the buDd.uP of excess'
molstuJ'e1nslde the foundatlcms cIurI1ig (8Ild after) ..,,' ."., ,etJOJIo Tbi8 drain
may belnitaDed* foundation pia..," .... GDIv With the FXDn. DermiMion
gf the d~im ilrofeMinnal. . '
a. The design profesilional bas detmnined the following:
The crawl space dmin II required when the foundation is ilutalled..... 0
The low-point drain can be ilutalled qfter fouru/ation placement without a
ligni/lci:uitmolsture build-up problem within thefouru/ation............. 0
(The1()W~PD.int drain moy be insUllled at the ~"nstage
of CQIIStructlon)' ~/1am1", _"to .Ie.
b, Has the designprofessionai obse1W!daNl approved the installation of the
. dl ' . d' . , v..
requlrll ,ow pomt ram. ....c......,........,............... .es, ___,.0 ~
if ''yes'', where is the low point drain lOc:JJled'lUIIkr the brUldiiag and .
where does itte,fininate at thisttme? (must be Q1lapproved IocoIlon, L~
street glllier, stonn sewer, sump PUWlP arid discharge line to 'the Ilnet,
et~) ,
. .." ",.. . . ."' .'
, ,
, ,
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T~ desijPl prOfeSsional inust detelmine whether ~. '~'i!...'ed permit drawings have
adequate foundation steel. !saay additIoual 'Ound.don steel nqwred that is not
shown on the fo.indatJoncb'aWlnp for ~ bulllung?
Yes ~ No~. q "yes':; describe ruJditlonal steel required (or prolIide drawing).
, ,
The folhJwing stateml!lII must be signed by the lni.tivldual ~ngthe obse~ and
providing direction for the excavation and ilte prepamttOfl work on the property.
3
Mar-11-l003 11 :5Tam
From-K , A En.ineerin., Inc,
.
+S41-684-9358
T-lll P,OOS/006 F-l0l
Community Services Div, Building Sarety
CITY OF SPRINGFIELD. OREGON
225 5" Slreel, SprilljlfUlld, OR 97477 Pb. 726-3759
.
10bAddrea~ 3477 Falcon Dr,
City Job ~OM 2003-00056
TM ulUlenlgned design p1'Ojer'ltI,"" (or GUJIuIrlutl empltl~) a#Ms t1ult MI_
observed requimlllUJlI"'re ,tlIbilil] proeedure, on thllllU, anil t1ult 6Ilch proeedur6s
111_ aecoMpIis1l,d bejorean, clulitgnflCQlWldlll the mollturB content ojth.sub-
flIYIds ulUlirr WlJIYJaiul the building (1II"_srptIIIIlve ,olli 111_ encoUntfn4). T1u
rUukrsigMdfurllW IIItnls t1ult the sab..givde, tIS,,, ,.'" ",1, 18 adeqruU, to 'uppD1f the
building propOsed/or thls sii,.
Additional comments:
(Note): A copy of this report shall be kept On sltewlth the .. ~" , 'M pians at all
times. ,,' ',.
This report shall be followed by an affidavit, signed and stamped by the design
professional under whose auspices this report waS Completed, affirming the information
herein. The signedls.........~d affidavit together wilh a copy Oftbis report shall be
submitted to. this office prior to requesting framing inspection for the building.
S. ' '-- .,p.,- , ," ~.
Igna....~- ~,'
Name Ml"l,.p'Dpm~~' + ~ '.
CompaDy K " A F'nl7fnf'p;'fn,g" Tn~
PhOlll' (541\ 6114-9399
Title ll~p~~.4pnt /pl'f nd p' ppngi nlllll'
Lk."", r1ichaelRemboldt. P. E.
License # 19474
expires 12/31/2004
The geotechnical report forthc Amblcside Meadows - 1 a Addition SubdiVision
reCommends iriunediate molst\lrc ,stabilization of exposed expansive sub.grades,' and tIIat
expansive soils be over-excavated and replaced with at least 12 incheS offillcompacled '
to at least 95% of ASTM 0698 fOr fO,undation preParation;' n.eIeplirt alSo tc:C9mmp.nri.
that measures be takeil tor_..,~.,t water from cOllecting in or arowid the foundation IIIllaS
durins and after the construclionprocess; &Ad tbatpositiv~sitedtairiage be provided to
reducetheinflltrationofsurfacewateriiilQthcexpa!lsivcsoils.' ',',,'
The l!>;,."~;,..hniCal.....v.,JurtheremphR'i~s tbat thcfuij~ il'!lde ofJandscape soil
adjacent to the foundatiOn should be at leAst 24" iIbove the expansive be8ring soils, ~
--.,;-~ to reduce the iilfiltration of water at tbeswfaee.The, adequacy of fill soil
materialliround the buildilli must be Verified to the satisfaction of the design
r.~,l..,sional.
4
Mar-11-l003 11:5Tam Frcm-K' A En.ineerin., Inc,
.
+541-684-8358
T-Ill P,006/006 F-IOl
, .
.
Community Services Oiv, Building Serely
CITY OF SPRINGFIELD, OREGON
225 50b Slree~ Springfield, OR 97477 Ph. 726-3759
lob Addres- 3477 Fa 1 con Dr.
City Job /I COM 2003-00056
Affidavit
For Site JnvestigBtion Questionnaire
Foundation Sup-Grade At't'L uval for
Residential Building Site in Ambleside Meadows - 111 Addition
, " Subdivision', '
The undersigned hereby affinns chat the elieavation, structural fill and moisture
stabilization methods for the building Site, at the address shoWn above was observed by
me or an authOrized employee of my finn l\Ild that the following is ttue:
. . . .
, ,
I, The foundation sub-glade is c8pable of s~"l'u.':ng a minimum of 1500 psi, and is
adequate to support the building prOposed for !his site.
. ,
. '. . .
2. The moistWC content of the eXcavation was adeqUately mainiained during the site
preparation process and was adeqilately covered to stAbilized moisture ,..~,....t '
prior to any significant change in moisture content of the sub-grade. ' ,
3, The,slte is adequately giaded and drained to prevent the collection of water in the
eJlcavltted lIml dUring construction. " ,
4. The accompanying report titled "Site Investigation Questionnaire for Con$ulting
Design Profession8ls" containing field observations and instructions made on
2/1 912,003 '~date) for the building site was completed either by
mYsc.1f or by an employee of my fIrm under my supervision. To the best of my
knowledge, the wonnation COi1~,d in thlIti'eport is coriiplete and accurate.
Name of Licensed Professional (print) Hi chae 1 Rembol dt. ,P. ,E.
, "
Date '3111 !03
'"
....' ,,:,;,: I '-'I ~.I uol;;,
SignatUll',~
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