HomeMy WebLinkAboutPermit Field Test & Inspection Report 1995-3-29
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MORTIER
ENGINEERING, P.c.
Ap,o, BOX 139 . 1245 PEARL STREET
'-EUGENE, OREGON 97440
PHONE (503) 484,9080 . FAX (503) 484,6859
STRUCTURAL
BUILDING DESIGN. FIRE PROTECTION
CODE CONSULTANT. PLAN CHECKING
CONSTRUCTION INSPECTION
March 29, 1995
Dukes & Dukes Construction
1282 West "0" st.
Springfield, OR 97477
RE: 6890 Glacier. Snrinafie1d. OR - Excavation & Fill Insnection
W.O. #8137-0LG
As you requested, an inspection has been made during the performance
of the excavation and placement of gravel fill on this site in
pr~paration for the construction involving foundations for the
proposed residence. The excavation involved removal of surface
organic soil and other unsuitable material and the placement of 12"
minimum of 3/4" minus crushed rock in accordance with our standard
procedures. The compacted surface of the crushed rock is adequate for
a foundation bearing capacity of 1000 psf which is adequate to support
the proposed conventional wood frame residence.
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I hope you find this report adequate for your purposes at this time.
Please contact me if you have further questions. Thank you for this
opportunity to be of service.
Very truly yours,
"
1j~ '7
I EXPIRES: 6-30- J S I
Owen Grover, P.E.
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OLG/rc
IMPERVIOUS MOISlURE NOTES: a
MEMBRANE BETWEEN - CO__IDA IT CONCREIT
WOOD &. CONC, THOROUGHLY WHEN POURING
l>il" PLy",OO\) - DO NOT ALLOW HEAVY EQUIPMENT
DECKING WITHIN 6'-0" OF WALl.
. ,~ );,lt46111:. CONI - ALLOW FLOOR SLAB TO CURE 14
4 @ 24" o/c E.W.~ DAYS BEFORE BACKFILLING.
4" yONC. SLAB"",-, 3' #4 BAR 12" o/c 3" DRIVEWAY
,/ ,: "~- ,"~"'.\.,~.~.,.,;L~{' :~:" .-'rli:' ~ /
t L~w e I~"'fc. : .,.,;,.;;~~~';i~~~lli~~i;~3l;*f;wh~~lo/
", I ~," "'~'~':'}\i~'iWi;::~~7{17~~~~:;~'~''::~:'':'''ii4@' 24~ o/cl EA. WAY
"SIMPSON" A35 ---..-/ -r, ,5:.:,;::~::::.:~:~.':'::::j'"
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/z, 't' A.B. 4 o/c :'" ,^;,::,"::~/.::.:2.'
C,' '..,:.;:.:.;.:,: :' #4 CORNER BARS 12" 01 c
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',' tv~:";:~.., CENWR SITEl 18" MINIMUM SPLICE AT CORNERS
., ' ~i:: IN \yALL AND ITE'S.
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'"t( ell
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. CONCREIT f 'c =
7C;OO psi
. REINFORCING SITEL
GRADE 40
4'-0"
MAx
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24"
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WALL REINFORCEMENT:
#-.1....@ IZ\\ O/C VERT.
#-=t..@ IZ" O/c HORIZ.
# 4- DOWELS @
,zu OIC
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, ~ l{~,}-i?:j\\~iif'::;~.;\; ALTERNAIT BEND
It ......f.... ..../..............;0....,,.,. 8"
10 .V.' . _'.::w....r~'.':~g,!{ff..T:.:~~. 3" ~ PERFORAITD
~~ ,,;, .'" ";:"'" ::.:,,;.::~~, DRAIN PIPE, SET IN
.~ '<" ,~, '",'" "'8 ," ,', ,~1"7"',/ <?' 18" DEEP (MIN)
BOlTOM STEEL 3.--t:'70~'9 ,!)',~~\, -".,/\".1. ''''':.!.I:'~;' ';.'; ,,;i~,.~ ~' .
CLEAR FROM SOIL 7'~' ,,~,/o ,;~:~ >;"<""1-: 'I-'i~"~, ,',{'''f'~';',. ~',Y ~~~~~L:og~,riOow
STRUClURAL FILL OR -; (,Iii CONT. HORIZ. REINFORCEMENT
UNDISlURBED SOIL! '- # 4 @ IZII olc (4 101M..,)
GARAGE RETAINING WALL
N.T.S.
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I EXPIRES: 6-30, 'Ie,
CLIENT: pVKe\~ ~ Ovk-€') COf\\~\
'FOTi:.. ':!? ~84o ~LAc...\ SR..
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MORTIER ENGINEERING P.C.
1245 PEARL STREET
EUGENE, OREGON
P.O. BOX 139-97440
(503) 484-9080
~U.!H~,6~59-FAX__
SHEET
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8' Tf.iICKEN 5LAB WI (2)'4 eAR!:>
!-lORIZ CONT, TIED TO FND WALL5
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