HomeMy WebLinkAboutPermit Correspondence 1996-7-15
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MORTIER
~~NGINEEIUNG, P.c.
cl~n' 139 0 124'5 PE.AAl STREET
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BUILDING DESIGN. FIRE f";::lOTl;CIIQN
CODE CONSULTANT ePlJIN CHECKING
CONSTRUCTION INSPE'G710N
July 15, 1996
K]m Clllupbell
"-528 Ivy St.
:-lpringfielCl,
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Wl1t.v Ditch/G8raa~,Slab...-':-4521l Tvv st,.lsDrinl:lfield
W.O. 119174 ~
OR 97478
Illi :
An you requested. an inspectioll was performed to determ1.ne if the
proposed 9aJ:'a<Je Ellab is "formed" to close the existing utility ditch.
Th"l :\6" to 48" wide utility ditch extends along the we"terly port,ion
of the proposed l1Iono pour garage slab. 'fhe ditch ieapproximately Hi"
dElep at the northwest corner of the g81:'age and 28" deep at thu
Bouth'''eet carnllr, The ditch cont,ainR i'I 4" diameteT' IIllnit.i!ry ABWllr
Une and two )/4" 1.0. utility lines install.a in the bottom of ditch.
l'he ditQh is approximately 18" away from the form work at the
..."northwest corner and adjac"~,~ to the form work at th.. southwest,
~:orner .'
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Ba~ed upon site observations, the following recommendation 16 made to
ensure the stability of the ditCh adjacent to the proposed gar>.\ge.
The ditch, after utility and sanitary sewer inspection, should on
t ,HIed w1 th concrete. The concrete: shall extend from 4' south or t.lw
,,,,\\t,h.W4Ilst corner and extend 10' along the edge o,f. the proposed gll.:r-nge
!'lab. The concrete shall be "flush" with the top of the ditch.
1 hope you find this report adequate for your purpo~?~ at this ~im~.
D\......,..... '~ontaot me if you have further questions. ThanX you for th 1,9
orrortunitr to b. ofl!1erv1.ce.
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