26170 PE-1861 AUTUMN PLACE
I_
~
I ~y
DR4 .~INAGE ~~i
~
OFF1C4AL Pt78LiC DdCl!MEIVT for the
p43KA~ V ~ ~ ~ ~ ~
NE C~14J~i~`Y ENG!'{~EE~'$ ~
- ~ ~ giNAL Autumn Place
~ ~ AUG 1 D 1999
~c~ Plat
SUBM'TTAL 9 l ' SpOltANE CC3UfVTY ENGINEER
RETURN TO COUNTY ENGlNEER
- Spokane County, Washingtan
August1999
~ ~:x • m ;
~ The oesign imp~rovements~sho~`wn in this set of ~~~ns an~i caleulations canform to th~
app]i~at~1'e editi~rns of the Spvl~'ne Ccr~nt~y Standar~s for Roac~ a~r~ ~ewe~- Constr-r~ction '
~~and the Spokane County ~uidclinea fvr StQrmwater Manargem~nt. A~~ ~iesign dee~iateans
hawe ~~en a~pra~Wed hy t~ Sgo~,.ane +Cuunlty nee~r. a~prave these ~al~rns
~ (calculations) for constructi~n~,Y - - '
n
~
This report has been prepared hy Susari K. Murphy of Inland Pacitic Engineering Comparty under
the difiection of the utdersigned prnfessiunal engineer whose seal and signature agpear herevn.
y, WI~
A&~
A'
~ 'Gt1
31398
_ s'Vo
rvaL~ o, q q ~
IE?(PIRES 5131.61
~
Ann L. 1 nc' er, P.E.
I
DR.A.INAGE TECHNICAL REPORT
for the
AUTUMN PLACE PLAT
IPE #98371
AUGUST 1999
Prepared for:
Family Quality Construction and Development, Inc.
P.O. Box 905
Otis Orchards, WA 99027
Prepared By:
Inland Pacific Engineering Company
707 W. 7th Avenue
Suite 200
Spokane, WA 99204
• (509)458-6840
~ 1 II ' U R0911 t68r " _ '~S'`~. ~
rri
Vi C-N4 ~ iY1SfPP~E L i
WH[avLE PIfd0~ PINE$ 4A~ m~. ° ~ wHi v~e
' ~nErrar~' PIIWES ROAR {
f, CHERF 3 qFHF CHFRpM ~
_ Z
HUllK ° x ~ n t rean a 'G~ I ~I on
s,mi NHOU x HC3E1K FWU1G ~ nauK ~ woux ka ~ m Fb" o a MQUI
'~Q, ~ s r GFiUttB 9 GL GCOLUHS"YIF~I~IA w~ CiuS ~ COLLIHS m m n~
d t C LCIX V@RC =AN vE.CLEAVeACLER fR~~d RE3Tlp 2~n HD~i1 z M} $ ~
i ~ V CLE ~ VERC[ ER RO { ' VFRGLER RO
pG IA ~ 8%JIGa yt~'
, I , A ~ b '~y, § VIR61H1; x ;R ~ r'
i f ~ F,y ~ y ` y' y 0 ~ a V I P GIRIA x
~T
12$ W RoLAYra ~ vIAGINIA a s~ r
4~' 3 ra R° w
s tvt*3a~~11Yt+.~~~ - . •`-•c uwn w ~ +raoouwN °t r i g~ a
q !A RAOW A m° ,b QODI. V1N A 0 A~41VN ~
~
.,w ~ ~30 ~ dONA1 SORR ~ a 136XA9w z = a ' IfOPAQ% N ~ ¢ a
7 ~ ~ GW
. ~S1Pdf G4'~" ROAf,1
132_ m
c ~
~ctu a = S 31 a tiYF~"
w m al m m m CLINi6N
I ~ -a N ❑ attFl~~n ' p a mm ~ m$ s 1 at~' a
1 ~",~1 ^a ~ dC i R61 hNCCABEIy ^-iLll 7QA ~ y 9 S p MLCA9F fALC6~E p 9~ q ~ m
17( q34 Q ~ m A ~
AVAL RO . A N H H . ~ ~LAI E I 0 --•y B43RE m Ra BLdNEROAO
.p
f36 Y4ASE 1 Z": EATN ~M ~ d4YHE~Y~ OUA I ~
' T ~`'o ~ s A m m ENuea~y ~na~.~EA Ao „
g{ J~ a m ~ CT `~A AMER~~~ ° v A MdMEH ROAp
DA I DaYi ~ 17AS~i3 p cr EVEAGREEfd
k4a 96LIVAq R(}AD 2 EVEFiC'+ffiEENim ~ _•V---- ~
T JI ~ ffi~'yS ~ BvLm~A ~ v R Q A O
a g
~ Y OLIYEA R~ ~y ~rn BGlp{A K pp 0LlYAp ~ BU LIYA9
~IMen C. s ~ I!~ HOdIYAR r N s 'v
jI s BAI1pEN 64H EH 46 ~ LM ~j BOLI aq AkNf &o ivx
HE OAHNEM A 9AI,NEH ~ p 9 /IM
611 NYe!«KCk E~LFLA'7§Wd ~ , ~ y ~ = DAH 80LIVAR
142 . 51lNN 9N00& N 9ANHfN
L @FqHEN e
s
[6 ~=.BEST 9lSi m y ~ "
c
,e 1441 W p BESI qQ a' F~4~t ~ ti~ HEES { ~ REE6 6E5T. = BESi ~EST RQ D BaxNFn v D
CALYIN z y~j R-~EC~4 ~ REE6 ~Fd
:
Q C A 4 V I N p A9 n CAiViN CA fN C A 6 i X L N ~ ~ La~ ~ a C 6 L V I N
WRRREId WRNFlEN r ge
~ 146_ waRkptN Y`..,'."5~ = y r WAF1iEH ra. WA AEH ~YARREflIm
A~Ah15 ~ RAAO s~. • ! s a - .
x x s ADAM` RC]A(]
148 aa-US • ' . ~ 1~
~ o~n r maaeus a
6 " rn N °N..! ~~euaM ~ ~ ~ auAns m euan5:~ Bl1RHS R6 +Ty
. 150 ~ 2~ FIS g tA~PROGRess ~ a.cxAaLeeAC YRI~A: PROGRE55 ROADi y- / Si3d13iEA 11R Eli m 8l C ALE5 HCi 16
CSi EINRLE
15F RO EACF= xE Fa q[Wrl "OS~y~p P~ q?~ iaA! a ~ ~
' 154 ~ r SULIIVAN News e CENryFT nv eenru r e r er .srnu~r ~~xe e ~~m nn w ~ Q
RQ ~n .~a x x x $IlLLdVAA! 'I ROA~ ~ a_•
158 ~ i µawKU aw , y RiONrEEA Gf f r x
a+yrw ~,y o'~ s ~ ? a i iH
r'AMEifLAA1E
158 U qE LN i -
0(~RE ~
160
os ~ Fe ru 's~ A eHfi ~Qy~srEAa F~ ~ o
'+t p ~,pA CkHHEIIY pp ~ ~ $
m
162 caHKUK nu b~ a~ s~, [rg ~ ~;~:~y. ~ ~ m
9
CONKIIN ffi'7•? e~~~ a ~@'~ -Hr
r ~
164 caa ktlh+7v0
x hfne ti v Ino va¢&
< aek 166 k 9 ° r~n~ a s~r
~ EyOyT -g•• eaai+iree ' q "~d, ar~ sr
Wi rya ....da_-.._ s ~ 5H pl7Cl4 LN
ILp _ §TH ST
168 hZ ~ ~
r. m ~ -
_
` • ,
sreEra Ao o
x
~ 70 ~ 9 E8~ 1' E s~ank ao
r Ct3APN4N RII i y~ ry■ -P ~
LHARYFH q➢ ~f yy ~ ~ A$P N a i
17~ ~ _ e ~-Fi 45 ~ ~ . - _ - . . .
FLO
' ~
4R xn BELE c
~
A ' c''~i c~
174 RGGY,~~
~ ~a~fECl I4Lfr L' . mT""'~ z p~ 00
m CT y~a~gy
0 ~ GQF&!F Nvr[hs~8s! Map servlce 0r, -4n., 50-1, : .
f
t
SPOKANE COUNTY, WASHINGTON - :'fiHEET I\
(Joins sheet 67) , R. 44 E 1 R. 45 E.
- -`.3 - i,+r,R.' ~erri , - y~-'.,r1&.y~i c
• >n ~ L~ +'F, ~ ' v ' ,`h~,- ~ #PP M M $Rti
6
~ ' :'1y, ,r ~ ~"f a r ..C : ~T:~cF i a~~ ~~6' `."P -~i 4` . ~yH n' ~
Ni
~r G~3 _ 3 • ~ ~ , _ ~ ` " ,:.r ,w ~t~. a€ . ~~m'%`~, ,~r ~:-a
~ea . ~ r' .T,,: _ ~ , ' :t. r ~y+" ~ ,i"• ' .5y : ~J"j,ii " .r",'i~p~ ; c;~~: ~.Y~Fi e~~ .T tc' . Y'~*y i
} ~,-~p...«~,' „ ss ~ } ~q~, l '}'IY a. ` :e af~J~
~T~ai'~' -'-a•ai: b`r A"F.ws:*~~~ ~f `i.~~}.:. 1 y. -i '~"r L .a.:
..',~ay ~•b•, ~~~m~ wJr.t.~ 1~C; : jr t,a;, yyr 'x' $ c~-:. A~~' A~3 xz - ">~'nT• X ~ : ;i i R Y
_.~~+i'~~,~',S Z';~ y[.~' ~ a`4'~. ~.y;~~2,. ~~',iT"r ,7; ._7''`'~a • l..~re~','i"'" y.": J V ^Y y; ~ g.,~ t~si" ~+t~
4 ~ ti,•+.::~. ~ h s ~ ~ . . 'C (ifT1B_ ~^tr~y# ~ ..rr:.'. ~ ` 'tX ~
J { ~ j ~f=~z~~y ~`~.~s''=r ~ ~1~. : .,~~`s ~;~~,y~' ~,~~y~ ~ '~n
C~., ~ ^,~~_u ~ c'; ' 1,~~`~. It'~~c$lT~~~~~•i~~ t .LC T ~i, ~~IZ 1j` f/a~ I..avw71~. , .f wY . { -
~ o- L>' d"' _ ~ • .
r v."e
• F w ~ ~rz + ~
. - y~i • •r ' <y`~'L` y c L i;
J - F t~ _ ' i . ri ~'~y "•~lIY,~I'Ji irc~' 4~rLfy,.~s.i, ~ ; ; +Y~~,1~ ~r• T~~~; ? ~~'d7_
I 'a= , K .dq.~••~ <'; ~~fiao~~'1'~F~,c~*,~ x,~"~". ~ ~ ?.4 S - „Y _
'VO
f~~ ~ ^ y,y • `T : ~ ~ . - ~r r-. ) l~ e\' ,.5,~+ 14 ~~iC'' ~ ~ri' `k
yt:.: ~",,.^f,': ~.v. y'~ Y • ~'s.' t~, ~ t ~ / SM.~;~;," r3 - "s+. . ~ Q~ c
• ;r ~ 3!' ~ r ~ ~ St" C ` --it t r'~• ~ . ~.y~. n,~,~,y~. ni.
,`l~ * +t
/ ^~.~i~g•, ~°~r ';~k;`,~~~ t
~C.~3
_~-i V
t i;+f i.` y = - z,c'rv=,~G.. r ~f.'T~ `~r ~ ~•,+4 4ad {J ~..f. ~ `'~ia~.. " . $ s' +r 1'~. ~ y'~~h S'
a~`:~,~n7~~~,~'`FS4.'~"l~_~~,.^_~,Y,.„~.
y c~~, .y,~+t;s~!~,j,.y~ ".~:.z;'_V ~'t~' ~`~vtaka .IiIJ~xZ n i.'~.K • r., ,~i",:q~'e:.:.~s~1,~,3,'~~'1~ =;~~'rjp"~'~
~~;'~'i'.~ ' 1' ~~,Y~ -C, ;•r u,~'T~,;~,~:~T..,~ F~' r,,,~ k~ '+'S`` '4'i f ' - r ~
o ~ ~ - r y ~ ~a~ ,tt~~x~ 4 « ::?'4..,;i ~ .as~~,~"t. t"': a^~'~',~ ' m , ~ ~ ~
~~sF°;4' : , , - ' 'w~ .Z~ E . d , ~ , ; a. , , _
. :az~i~; ~'k - • _ _ nv. r' ~M ' ~ ~j
% _'.t1G-~ s~~.,.C . ~S,..C,.,?~.~i~.~ ~.,f.i;i•:~\ < .Z~• y"ti. ` ~
+,.~y, q y~ - i, : •'b,~ - 4r~ ~ .,y ~ v,...~} ~ jo, r~ ~,i'1;,~., ~;'~';i~'' i , a^~'f' :yr:_S
~~y,r'r ' Yt`: , .,a ~i~, 'SC',a•::~ . _F4`i- ~
fi d,%'` ~ ; Sai: :e->.'~~`~ 1 ~ ~ -ivs,; . • s,•^• q'.~a,;a~'s.:~..: , -c: ' , - ~?`y ri, vt~ ~
,,yD,g,s B~,j° i: A ~.~j,+W: ~~ti~'+^ v_.,. .S~?~'~'"r,o2~. ..Jt;s ~i~`r5 'l`~1 5~. ~\'`r~~ ~~-^S^; rr 1
R."
t " r'^ 5,^',' > r~r~, ` • +v :,~rr; r
~ ' - :'i ' 3c:; f ~ _ n ~ ~~:e=v~a ^',,4 ' ~ ~ ~ : =.x.+ ~..r ` •J.~'9~ ~ z~:~'
i ~p,~+ _ ~ 1V', .~'.:Q _ - }f~~ `",c ' `.'~rry`~. ~..:~%7y~t .r,r~~' ` - '.~'a . l'1., e, ._~,`p; • ~ Fik3~`-~~ F "N'.~.t
. ~ `~y` r~•~• •-~t 1' Vt`.'~ 7ry,.; , C ' ~ ~ ~ •`C~ .4. Yy
;~s+' ~.S~o.. t• S ,'s,'s'~ f;.:<'`~~'
,~,`~'S , tB~~~g' * ~~•I
"n,~
~6 :~'':"n ~'%y _ ,t ~~•th'~~ d'.;, ~ ;,,~..w
_ rA~` i., t ~ uk•, y',fs,;•'' ,y .a+
y~~.,, ?~'ti-0. 'Ci~^~'~M1•;i°~• t~ 0. ~ .i=Zr:~ 'tg'd,
~
fe F;-~":`< ' b a, d '~•`•~';:..4t-y~. C•'',.' ~~~F`~3r'~~ ~ ; i~'
^ "~",~C, y° ,F n R 4 ' yr'i, fi_ ..x, h~~~4 , ti, " ~ ~ ~ t~ ^ , ' ~ r.~µ{ ~._.B+~ ~ v ' _ 'f.
~'`~SC~~::ja~r. . "-{+a`+,Y~~~'j,°~~~~' '}:a~_~ '-~'n`1,3v,;y'.~' ~ ~'t i:. ' y~,•ux.,~~~ ~~i .~:-~`y, ~ "
' fi~"'
N ' , o - - y.~k; : R r+t:;~! n, :~'~h~ ..c, i,,-~ay ,r 74 'y,•i. -Co ~'t
~t.ti.. ~t td" v ~ lr ~ f~ ~ 1~,?v`y~x~ ~}l• ~ ~...J `~'t $r r ~ ~
'
~ j.o'" "t• xt ~ •'`-l~'`~~'~.~ oi: $ri~'+. ;r'i~'~•~ ` "~~y,' L L~ , _ ~ L ~ o`~''ti~-a~ r
.,I,t ,~p. t' < , ss ' • _ : . . , ~ r
7.~.
` ~e'~ ~ .+,V°~ i ~ y.'.F"~ trti N`-}~',: , . J ~ ,~:1 .r`J`. }y~° ^ ^ a+' ~.a J, 1
4'~'i ~
~ ~ ~ _ ~~..:ya Lfi:.~';t~~ "•wv.: ~~r t~'~v~~t~^ . rr~ , 3'~7 .+'FK~;.: ~ , n, ,~6 9 '=i~.' .7 ~ sh~; -~c
eup
V
~ ~ • ~-;ry~~
~~b:°~: ~ ~,a..,:~ • s:~~,.'~{~~ ,
3e:.
~ r ~ t • i; s• • , ~e. t •i'G .,t~ ~ 'BS8
ON;,i~.. , :f._ sa
F~3~u~i 3,M4 . ;y "r_`,~~5 _ ' r~fi,':~';: h.~' ~ ti•;' , .Gs,-~A~^: •
w
, ~~.'kr,.ti'~
'j:. ??o~' J~., a~'~(' a.e i.'~}'~..:;;,~'~=•1
~y~ ~ ' y`~,~;'~+i.~~,: . ,Ar µ 4 ~'~`~#^t" . _ :'~}'?v~ x, a • 4~ .w ~~"v; , K.' C~'6
^~,,,+`-s~r~~y~
3-:~£:~E 1~~ . ~ k, t#' ~ a ~.ti; ••~,"~r`-`.,,: ~
_~'..n • . •~at,';.GF ..c'a,,'..S_ ;s~. ~y r~.~, p~xJ` ~ l;~ ~;a,+..~'e3~ i., ~LJ~.f: ~ faf~.
~n~ ' ,t ~ ; . ~'2;: •~'l~~'?'~ ~-i~~,`s` ~;;:dk~' ~r''-r'~w~,'~5~ ' s:a C i•3.'
`"3'4~; t ~ fi~ h,^4`^* ^ Sr~ ~~..~~.cf~ ~~?'~k.-~h. _~y' ~ . ' . , ,,,G ~ 4.y - 'Y~'~
~ : ' + ' r5~r':=:± c~~' s a~st~ ';;1~ % 4 . ~y y'r' ~ •
, •~-t-'~`'' ~k•r;~,~~a~:y.: ' " Il~ `s'^-' rk ~ it ii y,461 ++r••~ ~ - ~'Y,r i.
~ - ~ ~~O ~~~~^~;~~6'u~, ~~~y:~,y~~{.~~~`g. j,, ;d~" T~~z .•~Ez.' ~j~ f .Fn~~ ~ • -",.r'
if, • ~¢~'+-~F~,y:~4~f'e.~'~~~'~n:~n2'~I ~j.Yy...~: ,c: ~ ~ ,ti~:^~ _ y; S ~ ~ ~
F- y ^ , ~ . , : F n Z;'•" i~
Y ~ -.:~•<S ~~yns~:~.~i•~~io'j:.o,?;y,c~ fi~~,• `c * 7~'• • '
~t~p,+~` ~ ! . ~,.~~`~'i~aEB:~L.t~y~„~°t • ~ ',~.;v:;~2'A,,x , : :.4... r ~.v.~?,., ^
"S~'9 4 ~f'c ti .M`li Y ~~.~~1~1 `~iJ,t~' 4'~'", 4 ~~A~ 5~~~~ t• ~ .
/ ~ P ~ ~~y-~, ~CigA ~I•'i'! ~'P•'~.'~+- r~: ~a~~ .,~y:'3,V4tr
c' s ~^i;~~- G~~-L~~'f~~L: g.;, ~-S'~'<a~~'~li. "•1 , ` d ~°a.fi'`„~' .~c,w;~~ rs~~:'';~y`' ,.jqY aA i
~ ' •b* ~h .*t
:tr 4 ~#.w r:w,: ~ ~ i~.~ R•^• r r [X '1~88~ r r .i' 's- ~ q,~:3.•
y~ ~~1. ~7:~ c~'~~vTF' ~ ~~na p
~ - gT'r.' ~ °~~'=y;~`•i~ V.~n. SJ . ~ :-~cCSC,x ~;x~' ~ t,. --_`~"y-~'t,~'4 4+.; ~ , ~ :r:-~`i~',g'-~ .•~ll.
:y,, " o~,_ry ~ i: r~ : w.., ' ~ '~5- sy . , ~t
, ~ <`i' a's 9w..~ f ~ . f, 6" y` \ 5,~.'f.. ~
w' ~ `♦'~~`~~~R '3 ~NC.~a~; ~ ~•a`t.'~ ~ • `•r ' :•:C ~~r j~i~~~~,y2
~ . • ~ - y,~~ ~lb'~r '~J~ ~ Y-~j . ?m'~^ , I
< ~~~a~ ~I . r "L'~ry~" ~ ~ x ~vy'~ µ~>~Sn ":Gt t;"' '.S~j .,.t yy, fi'~e'- 2~
~'Y';:K~= ' r .'°~"t7 ~k~'~} ha~yd~..~,~,v~r ~ ~.~t t_t"'`~^•; _ • ~ 1'^;• i~' ~ =k'"~i. = ,.{L ',7
~'J y'^a t, '~.~i. W-A.~I/ e'=y,~F ' :~'~~S # " ..~.i' .,~.4 `~~q,'~~3:=' ~V~i~•
~Zly I`q• ~ 4 .i~° 8,'! ~ '•'r'y di+~`r ~i^ . ev.,h~.` "~L'~.. ' .ri ~ v' , :t ,4' O
3 ~S` ~ ~ ti ~ :~%f`~.,~ ~~,G,.~c 1 ,1 r'~.~~L Y t •r ~ r _ r Ij $ ~ •"'r~ ~ r • j,GF
2r 4 ~ .i, ~ .
a~ ' ~ . • .r~~ S • 4 ~ o ~ ~ ~t";~~Hi <!r 4 < r ~ ~~.'~,,r~
E_ „ ~'N'• ~ j ~ ~ ~p' ~F'~`'~~y' ~.~'~J ~ay:, se, a~ ` , .y, i
t` • ~ i~r 't ~yr. ~~~~r` ~ *S~ F r ~ ~ ~Y~~ • ,
BhD ~ •
Autumn Place PtQt
Drainage Narratave
GEtVERAL
The Auturnn Place P1at is a 4.2 acre development af 14 single family residential lots 9ocated
nvrth and west of the intersection of Sullivan Road and 12`h Avenue within Spokane CQunty,
Washingxon. The site is currently vacant with field grass as the predomir►ant land cnver and
- vegetativn, There is an existing hame adaacent to the Auturnn Place plat, at the nvrthwest carner
af 12`'' Auenue and the prvpvsed Newer Caurt. Single family residential development lies to the
east, south and west. A vicinity and locatian map have been included within the technicaI sectiota
of this dvcument.
PURPOSE
The purpvse af this report is to determine the extent of storm drainage facilikies which wi11 be
required t6 dispcase of ihe increase in stormwater runoff created, by the develvpment of the
Autumn Place plat. The starrn dra'mage faci9ities on ihis project will he designed to dispose of
runaff from a ten year design storm far onsife basins, and a fifty }rear de5tg71 5tC1I'ITi fOP $hQSe
basins that inclutle vffsite areas, as required by the Spvkane Caunty Guide]ines for Stortnwater
Management, though the calculations are alsa incIuded to venfy that the Facilities also generally
contain the 5[]-year stQrm. 'I`his development is within the Aquifer Sensitive Area of Spokane
County and is subject tv'24$' reyuirennents. Far this project, tlae 10- and 50-year Guaves from the
Spokane, Medica7 Lake, Reardon, Cheney and Rnekford intensity curves wcre used, as well as
- the SCS isv-pluvial rainfall curves. Per direction from Spokane County, the SCS curves have
been Fur#her refined with the NQAA iso-pluvial curves.
ANALYSIS METHf?DOLOCY
Fer the Spvkane Cvunty Guideiines far Stnrtnwater Management {GSM}, the Rational Meihvd,
which is recvrnmended fvr basins less than ten acres in size, will be used to determine the pe 'ak
discharges and runvff volumes fvr a11 ansite hasins.
PRDJEC'T I)ESCRIPTION
The Autumn Piace subdivisian is lacated in the Section 23, T. 25 N., R. 44 E,, W.M. within
Spvkane Cvunty, Washingtvn.
TOPOGR.4FHY -
The existrng site nati.irally drains firom northeast to soukhwest, sloping tvwards 12'h Aaenue.
'VVithin the pZat the natural tvpagraphy was used as ariuch as passible to route storm drainage.
- However, due to the flat slopes and the County's minirnum requirements fvr slvpe, the raadvvay
profiles have heen forced dawa to facilitate drainage hy lacalizing 1aw sp❑ts for pond placement.
:Que to the flat slvpes encountered, na concentrated pre-existing flaws were observed nor were
there any signs that anything other thar► sheet flow and ground absatptivn have occurred on this
site.
lnland Pac~ric Engineering Comp,nny 1 Aurumn P7ace Plar Drsurage kqwrr
The general sYopes within khis pIat Vary from flat tv nearly flat with the maximum existing slope
at 0.04ft,1ft. Cienerally, the area wrthin this piatted portion of the averall preliminary plat wvuld
be characterized as flat, with sIvpes ranging from flat tu 0.02 ft.Ift. For develvprrient purpvses as
stated the natural sloping was used for riesign and is rnaantained as possible througl-iout the
~ pro}ec#.
~ .S"QILS
_ As can be seen from the accomparfying soils map frQm the Sgakane Caunty Soils Survey as
, performed Ysy the SCS, the site cansists of one type of soiFs withrn the Glass B type. This soil
- type is describeti as fvllaws.
; Gm8 - Garrison verry graVelly lmam, [I to 8 percent slapes: Sails within this soil type are
somewhat excessiveIy drained, gravelly ur sfiony soils that formed under grass in glacial outwash
- mixed in the upper pa.rt with aalcanic ash. Surface runoff is s1Qw, and the hazard of ervsivn is
slight. Spokane Caunty Guidelines for Stornzwater Manaeement indicate this to be a Soil Group
- Type B and pre-approVed for drywell installation.
Hyrtrolc►gic Soil Cdassicati+nn - B
D,RAINACE 14'ARRA TI VE
- O,ffsite
Based upan the general geogz°aphic tendencies of this site, offsite flaws are antiGipated froan the
sauth half of the lats wiihin the Craig subdivisi4n to the nor6h of the Autumn Place plat.
- Therefore, the storrn drainage facilities for #he basin labeled `A' on the basin map and within the
drainage xepnrt have been designed for the 5(? year storm event due to the vffsite area, as reyuired
the GSNI.
, +f7nsite
As this plat is wiihin the aquifer sensikive area of Spokane Caunty, the runvff from t.he first Y~" of
rainfal] an the street impervi9us areas orasite will be collectetl and treated using the "20$" runoff
rnethod as described in the Spokane County Guidelines fer Stormwater Managenent. Tv
Facilitate this analysis the Autuxym Place plat was dirrided into d perznanent sub-basins (A1-A4,
B r and B2). Althaugh there are 5 basins, these basins have been combined where practical to
utilize the sarrie pand io meet storm valume requirements. Tabte 1 lists the basans and pvnd
combinations for easy reference.
Basin C, aS de5iglated (?ll thB eI]Gl4Sed F3aslld Map, encvmpasses the back half of the lots un
, the southern side of Newer Court. A,ssuming that the back yards of these Iots wi11 be gaded
cansistent with existing grvund cantvurs, and that they wi11 be Pandscapeci, flaw in the develvped
conditivn will decrease from the flovv in the undeveloped conditivn, due ta the lawer "C'° factor
of the landscaping (0.10) vexsus the existing ground "C„(0.25) .
InlandPac[fic Errgeneering Carnpany 1 Aurwvr Place Plna Uruenage Jfeporr
I
Table No. 1
SUMMARY OF RUNOFF COEFFICIENTS: DWELLING UNITS PER GROSS AREA (DU/GA)
METHOD
AUTUMN PLACE Basins Total Area Dwelling DU/GA "C"*
_ (SF/AC) Units :
A1 59,300/1.36 4.5 - -
A2 40,000/0.92 3.5 - -
A3 57,600/1.32 4.5 - -
A4 6,400/0.15 .5 - -
A 163,300/3.75 13 3.47 0.30
B 1 13,200/0.30 1 - -
B2 23,500/0.54 1.5 - -
B 36,700/0.84 2.5 2.98 0.25
• From Table 1, Pnge 6-2 of the Guidelines jor Stormwnter Managemenr, February,1998.
"208" Calculations
Within each basin the streets are divided into sub-basins by high and low roadway profiles.
These facilities capture upstream stormwater runoff from the impervious street surface and direct
the runoff into grassy'208' ponds. As shown on the'208' calculation worksheets included, the
'208' storage volume provided is adequate to perform '208' treatment for the runoff created by the
first half inch of rainfall.
Curb Inlets Calculations
It is necessary to check the adequacy of the curb inlets provided to divert the runoff from the
gutter into the '208' ponds. The curb inlet calculation sheets included show the required lengths
of curb openings. For curb inlets greater than 4.0, either multiple curb inlets are added or the
curb inlets are lengthened as required.
DRAINAGE CALCULATIONS SUMMARY
Calculations have been included for Drainage Basin considerations such as Peak Flow, Time of
Concentration, "208" sizing, drywell requirements, inlet sizing and curb inlets, as well as culverts
and pipe flows, some of which aze summarized below with the remaining calculations included
in the appendix.
lnland Pacifrc Englneerirrg Company 3 Avlumn Place Ptat Dminage Report
- Within the calculation section and where it has been determined necessary far clarity, several
sketches, as well as details from the plans have been incorporated to demonstrate assumptions
and conclusions.
BASIN DESCRIPTIONS
Basins A and B
Within this plat, and due to the general geographic features, several basic assumptions were
followed and can be used to describe each basin. First, due to the relative flatness of the plat and
project vicinity, minimum road grade is limited to 0.008ft/ft; second, all ponds will be of the lot
pond configuration; third, that where practical, drywells will be minimized by combining basins
and providing piping between ponds.
All of these steps have been used in various basins throughout the drainage design of this project.
Table No. 2- Pond and 208 Basin Summary
u,tumn Place - BAS~ ► S iAR
asin ond 08 Volwme 208 olume 208 Area ~ rywells
equired (c~ rovided Provided (s~ ' eqU~ired *
~n*~*
A1 A1 187.5 338 676 -
A2 A2 115 116.5 233 -
A3 A3 179 180.5 361 -
A4 A1 146 - - -
A - 627 635 1270 2-`B'
B1** B1 108 112.5 225 I -
B2** 132 184 185.5 371 -
B - 292 298 596 1-`B'
Type A is a Spokane Standard Drywell - Smgle Depth, Capacity 0.3 cfs
- Type B is a Spokane Standard Drywell - Double Depth, Capaciry 1.0 cfs
Basins A1-A4 have been combined for Bowstrmg Calculations. Basins Bl and B2 have been combmed for Bowstring calculations
All `208' treatment areas are based on (pond bottom area) ( 6" depth). Side slope volume is not mcluded in the "Nolume Provided"
calculations
Infand Pac~ftc Engmeering Company 4 .1 utumn Place Plat Drarrtage Rrpan
Table No. 3- Curb Inlet/Catch Basin Summary
_ . utumn lace lat - Curb In~let and Catch Basins S.u,mmar,y
asin Pond F w rb In~let ~~Catch'Baondit~ion C~onditi1 A 1 On continuous grade -
A2 A1 On continuous grade -
A3 A3 On continuous grade -
A4 On continuous grade
B 1 B 1 On continuous grade -
132 132 On continuous grade -
Per Spokane County Guidelines curb drops in a sump condition have a capacity of 4.0 cfs
Per WSDOT Hydraulics Manual, Grate Inlet, has a sump capacity of 13.0 cfs
NOTE:
Only curb drop and grate calculations were performed for those
cases "On Grade", curb drops and catch basins io sump condition
are assumed to handle 4.0 cfs.
_ !nland Pattfec Engineenng Company 5 Aurumn Place Plat Drarnage Reporr
- - - -I - - ~ , i - ~ , - ~ - - -
50-year 5Ti3RM BQW57R1NG METHC1[7 PROJEGT: Autumn Piaee
PEAK FLOW GALCIJLATIpN PRO,IECTAutumn Place DETENTIC7N BASIIV OESfGN BASiN: R
BASIN: R DE5IGNER: S. Murphy
i'ot Area 3 75 Acres DATE: 08149
Imp. Area 15050 SF
C= (]30
Time Incremeni [min] 5
CASE 1 Time a► Conc. (min) 7 82
(]ufflflw (cfs) 2
TQ ft. Oaedand Ftow Design Year F1ow 50
Wrea (acres) 3.15
C# = 4.45 Imperv€aus Area (sq f[] 15050
L = 70 ft. 'C` Factor 03
n = 0.40 208 VolumeProuided 635
S= 0020 Area ' G 1 125
Yc = 3.58 min„ by Equa#ion 3-2 of Guidelines
Time Time Inc. Intens. QDevel. Val.ln Vol Out 5torage
550 ft, Gutter flvw (min) (sec) (iNhr) {cfs} {cu ft) 4cu ft] (cu ft)
Zi = 3.5 7.82 469 3 61 4.06 2552 939 1613 C==
7-2 _ 50
n= 0016 5 300 4 58 5.15 2071 600 1471
S= 0.008 10 600 320 3.60 2735 1200 1535
15 900 2 45 2.76 2921 1600 1121
d= a 285 R 20 1200 1.95 2.19 2983 2400 583
ZS 1500 1.52 1.82 3025 3000 25
A R +Q Tc Tc lcatal I Qc 30 18Do 156 1 76 3439 3600 -161
35 2100 1.28 1.44 3254 4200 -946
1,88 0.13 4.48 4.24 7.82 3.81 4.[]6 40 2400 1.19 1.33 3412 4800 -1388
45 2700 1.08 1.22 3474 5400 -1926
Qpeak far Case = 4.05 cfs 50 3000 0.99 1 71 3519 6000 -2481
55 3300 0.92 104 3581 6600 -3019
BD 3500 087 098 3680 7200 -3520
CASE 2 65 3900 Ll $2 092 3745 7800 -4055
70 4200 0 80 0.90 3924 8400 -0475
Case 2 assumes a Time csf Cqncentratan less than 5 minutes sv that th$ 75 4500 077 0.87 4036 9000 -4964
peak flow =.90[4.58](Imp, Arsa) = 1.42 afs 80 4800 0.75 0.84 4185 9600 -5415
85 5100 0.72 0.81 4260 10200 -5940
5[} 5400 0.79 0.80 4441 94800 -6359
5p, the Feak flow fQr the Basin is the greater af the Mro ftows, 55 5700 0.69 {].78 4549 19440 -6851
4.06 Cfs 140 BOQU ~ 0.67 0.75 4643 12000 -7357
208' d]RAINAGE Pt3N[3 CALCULATIfliJS
Required '208' Storage Voiume
= If1'1F1BfVI0U5 AfBB k 5 in 112 inlft 827 cu ft
208 vvlume Prvvided 635 cu ft
DRYINELI. REC]UIREAAENTS - 50 YEAR DE51GN STQRM
Maximum Storage Required hy Bowstrang 1613 cu ft vp~.U-VV'.Q.. _
Number and Type af ❑ryvaBlls Rsquired L} Single A 2- t
2 Dauble A ~5,
,
IMLAND PACEFIC ENG3MEERfNG I Cc ~l G~
BQW5TRING tNETHQC] PRDJEC'f. Autumn PIaGe
PEAK FLpW CA'1.CL1LATlON PRC}JECT Autumn Place OETEfVTIQN BASfN dE51GlV 6ASIN• B
BA51N: B 10-Year Qesign Storm C7E51GNER: SKM
Tat. Area a 84 Acres DATE• 08149199
Imp. Area 700(} SF
C= 025
Time Incremerst (m[n} 5
CASE 9 Time og Canc. {mfn} 7.50
Dutflow (cfs) 1
70 ft Qverland Flow Design Year Flvw 10
Area (acres) [}.84
Ct = 0,15 Impervavus Area (sq fk) 7000
L= 70 tt. "C' Factor 0 25
n= 002 '2{]8' Volume Provided 298
S= 0.020 Area ' C 0210
Tc = 0.52 min , by Equation 3-2 of Guidehnes
Time Time inc Intens. QDeVel, Vol In Val Dut Stflrge
550 ft. Gutter flow {min} (sec) (inltsr) (cis) (cu fk) {cu ft) {cu ft}
__T-_-------------
Z1 = 3.5 ForZ2 7.50 450 2.6[} 055 329 450 -921
Z2 = 50 Type B = 1.0 - ----KS.----
n= 0.016 Rolled = 3.5 5 300 318 067 268 300 -32 s~-
5= 0.(]08 10 600 2 24 0.47 354 600 -246
15 900 1.77 037 391 900 -509
d= 0.126 ft. 20 1200 1 45 0.30 412 1200 -788
25 1500 121 0.25 420 1506 -1080
A R ❑ Te 7ctotal I Qc 30 1800 104 4.22 427 9800 -1373
35 2400 0.91 0.15 431 2100 -1869
0.42 0.06 0.55 8.98 1.50 2.60 0.55 40 2400 0 82 0.17 440 2400 -1960
45 2700 0.74 0.16 443 2700 -2257
Qpeak for Gase 1= 0.55 cfs 50 3000 0.68 0.14 45[] 3000 -2550
55 3300 [}.64 0.13 464 3300 -2836
60 3600 061 0.13 481 3604 -3119
CASE 2 65 3900 060 0.13 511 3900 -3389
70 4200 058 0.12 530 4200 -3670
Case 2 assumes a Time QP Concentratiran less Wn 5 minute.5 so that the 75 4500 0.55 0.12 547 4500 -3953
peak Eow = 90{3 18}(Irnp. Area) = D 48 cfs 80 4800 0.53 a.i i 551 4844 -3249
85 5100 052 0 11 574 5100 -4528
90 5400 0.50 0.11 583 5400 -4817
So, the Peak flow f4r the Basin is fhe greafer of the iwa flaws, 95 570[} 0 49 010 602 5700 -5098
0.55 cfs 100 6000 048 0.10 624 6000 -5380
206' DRRINAGE POND CFILCULp,71ON5
Required'208' Storags Volume
= Impsrvious Area x.5 in 1 12 infft 292 Cu ft
208' Storage Volume Provided 298 cu ft
0R1'WELL REf3UIREMENTS - 10 Y6AR DESfGN STORM
Maximum Storags Required by 6owstring -32 cu ft
Number and Type af Drywells Reqwred 0 Singls
1 gnuble
1 ~
~/'i'cs-u~ ~•2~S C~ - ,J~ "vµ~
4soo SF
Az: 2:-7sD sF A 4 30o sF
A4 ; ~5sco SF
$l ; ZCooo SF
~3~ : 44 co S F
Cu. rb i r11f-~- si ZvYl~ I s~e~ &n VYt-\~7erv i'-o-~,!! s
~-NhL
, 'inpu~ vv~ -~'v~ Lurh L;~,1~-- sizv►~~
G~Ic~Q. ah e-ri ssre ~G +-t I
C.°, (,4 A I : e►) (4,58) (45r:0/45~) = o , q 3 c-~s
kz ~ Q= C.-1> C44XZ~7~/~-~~~ = o, zzo
A 3: (4.58) (4--~Oo 143c-Z~0) = O, 4 I c-FS
Aq : (g , 5~~ ~3sc~43~~ L O. 3 3 c--6
P>I ~ Q= (.9) (3. I S) (Z6co143 ao) = 0.1 -7 G f s
132; G~)(~,~a)(4q~1Q3~) = a,Zqc.fs
I
, J
.
~ I n I a n d \ / MEMO ❑ PROJECT A«,-}u.mM "P(We. ~
P 1 C I f I C CALC. ❑ JOB N0. Ra a 1o SHEET I OF ~
Engineering MEETING ❑ 13Y--fyyL-1 DATE
West 707 7th, suite 20o sPokane, washinyton 99204 OTHER ❑ CHK'D BY DATE
509 458-6840 Fax No. 509 458-6844 /
~ J
' r i
- ' , '
CURB iNLET CRLCULATIONS - Autumn Place
Gurb Inlet Depressinn = 2 in.
Standard Curb Inlet Length = 4 ft.
Upstream 1 0-Yr~ Gu#er Roughness Fteciprocal Depth Length
Curb Inlet Impervious Peak Flow Slope CasfF. Cross slope af Flaw Required
Sub-8asin Statian RIL Area c1s.* S n Z ZJn d QalLa*' Ql[C]alLa) Remarks
A2 1268.48 L 2750 0.26 0.0080 0.1395(] 50 3125 0.09 0.063 415 Need 1-4' curb drpp
A3 1427.83 L 4340 0.41 0.4080 0.0160 50 3125 0.11 0.074 5.52 Need 1- 5.5' curb drop
B2 1432.16 R 4400 0.29 0.0080 0.0960 50 3425 0.09 OAfiS 4.45 Need 9- 4.5' curb drop
B1 1272.16 R 2600 0,17 0.00$0 0.0160 50 3125 4.08 0.053 3.19 Need 1- 4' curb drop
Ati 1050 L 2750 0.43 0.0080 0.0160 50 3125 0.11 0.076 5.69 Need 9- fi' curb dr❑p
- - - - - ' ' I I - - ~ , - - I-
GRaTE eaLcuLaTiaN - cONrirauous GRaoE sasin A-4 Autumn Place
Sta. 1 D+45 Fi#.
C) = @.33 cfs
5 = 0.0080 ftllf#
Z = 50
d = 0.10
W = 4.96
grate w= 2.08 W.S.D.O.T. Type 2 Grate
°!ow = 42 -
%Q = 77 From Figure 15 vf Guidelines
Q divert. = 0.25 cf5
Q exces5 = 0.08 cfs
iN1.A{VQ PAC1FfG ENGINEERIMG
- s ~ RECEIVEly' Y•
Submltttal C~~cklist AU6 10 igog _
F for Rvad & I3rainage Projects im Spakane County Plats/SkwtdMWY
Thrs Su,bmrttrr2 Checklist is do be compieted arrd srgned tsy !he 5porzsor's Eragirseer, and rrrcluded wath each p2arr
su1►nrttal inta the Spokane Caur+ry Errgineers C"!f~`rce. If this fnrm is not fully completed and signed, da rrar
submrt plnrrs and calculrrtion.s to Spnknrre County for review+ and acceptance. Irrcomplete submittals u+ill be
retumed arrd wrdl cause unnecessary delays for yaur clierrt.
Froject Name: q-
Spokane Ccaunty Prcaject Nv. Date:
ProjectEngineer-1Pa Co~i c C r\ (~tneeri na~ khmne:
Project Sponsor: QJ\l ~h%r►e ~0Y\JrKC4,9 nh
Fhvne:
A. Preliminary Process
Fnor to Subrruttai of Raad and Drainage P1ans, the following events are to have already occua-Ped-
(By cirecktng each item of shown belaw, you are statirrg thatyau hc7ve verifred thess evencshtems have heerr ccrmpleted )
~I Adoption of a Hearing Exam[rier's Repart for thi5 long plat, or aPlanntng Iteport for this short plat.
kAt least one Pre-Design Meeting has been held vsnth Cvunty sta$' at the Engneers Off'ice.
IK J.Ari "Agreement to Fay Fees" has been signed by the project sponsor, and submitted ta the Caunry
£ngineers C}ffice.
A Channelization Plan (e g sigping awd sirip'mg plara) of public roadway improvements, has been
crordinated and discussed with Chs County En,gineers L7ffice- .
B. Road and Drainage Plan Submittal
The items listed below ars tv be pra►nded as a muumum with a road and drainage plan submittal. Adciitionai
information may be required ta demonstrate that the plans meet all applicable standards.
(BY ehecking `yes"for each irem shown bePow, jvau crre verifyrng that these r,tems have been cQmplered and are inc[uded
in this suhrnrttaP. Far crny hox checked "n/a", u wrtrren,rusrrcarran of aray orraissrnn,s at the errd of rhis sectrvn is
required.}
Iteiri DeSCI'ipt10T1 ,
x yes Road and drainage plans, two print sets. (Certification statement vn cover of plans)
❑ yes R nla One set vf plans rrn 24" x 36" mylar media, or CAD electronic file - DWG or_ ZIXF forinat
V yes Each P1aza Shmt af recvrd ts signed and Siated by the project spousor. va s~,,Axm Or" sgo-o-Z
CK yes 'Me road and dramage desigri meets the requirements of StaCe law, V4'AC 196-27 regarding
"canfarnmty with accepted s#andards", that is, the design reflecis the "sta#e of the practice„
for ttse praposed concept .
~ yes /'ihe plans, J]rainage Repart, basin map(s), and auy other ca]culatians are stamped, signed
aand dated by an engirieer licensed in the State of Washir►gCvn.
~ yes a nla IDrainage Report, hvo sets. To include- hasin map(s), time of concentrataan routes Ln trasin
map, and Certification statement vn r,over vf renart a.nd basin mau. e
❑ yes X nla -'Ce.oteehnir,al Repvrt, ane set, (Include all soil test pitlbonng lags-)
V yes 0 nla ;Structural Pavemerst Calculations, vne set .
.
g yes 0 n!a Gross-slope gsade calculations for road w-idening proaects.
~
.
~ ~ •
Item Description 0 yes ;K n/a Maintenance Manual and Sinking Fund calculations for drainage facilities located outside of
County road right-of-way.
0 yes Z n/a Written explanation of who/what entity will be responsible for maintaining drainage facilities
which are located outside of public road right-of-way, and that the planis acceptable to the
County Engineers Office. Ntw /1zL PUA l, tm:& /►Q,C vi072► 0e- ,W
Z yes 0 n/a Channelization Plan, or signing and striping information provided in the road plans. To be
included in road and drainage plan set.
R yes 0 n/a I have read the Hearing Examiner's Report (long plat), or Planning Dept. Findings and
Conditions (short plat), for this project. The design meets the conditions in the report.
0 yes N n/a Copy of Approved Design Deviations. ❑ yes Od n/a Fire District Approval, for private roads.
8 yes N n/a Lot Plans. Required for any lots with drainage easements and which front a public road, or
for lots which receive and treat runoff from a public right-of-way. tJCT JkC,LA4GtsD
0 yes lt n/a Any applicable State and Federal permits have been obtained. (i.e. HPA, JARPA, etc.). For
Permits with conditions, a copy of the permit and conditions are included in the plan
submittal. '
R yes 0 n/a ✓Inspection Agreement between the sponsor and its engineer.
0 yes 2 n/a 4or off-site easements to be granted to Spokane County, the following items shall be
included: leAal description, exhibit, and proof of ownership _ ~b
0 yes 19 n/a Erosion Control Plan, required for "Major Land-Disturbing Activity." To be included in the
road and drainage plan set. NvfC- k%p 0d 04 (D
Ex lanation for any items listed above which are not included in this submittal: L
~2.hnAih~ ~~2hn5 ~JSu6 r+~' e u v\ Y'Q.V~,.g`,w ~v Cokr~ SI q{~
N~" Tn uJU-u,(C Au t~S 4 6*eW S'IjSf+-trrrtt
(Note• an insufficient justification of why an item was not included in the submitted, or incomplete documents, may result
in the submittal being returned without review or without acceptance. Provide attachments if necessary.)
By signing below, the engineer is stating that the information provided in the submittal is complete, that the
information provided in the Submittal Checklist is accurate, and the plans and calculations are in accordance with
the Spokane County Standards for Road & Sewer Construction, and the Cruidelines for Stormwater Management, except where an approved Design Deviation allows otherwise.
Engineer's Signature: g. ~v LL.. Date: ~,t- 1~` 1Q~
Engineer's Name: Qr~r~ L. W~ r~K1er •
(please print)
If there are any questions about this form or appropriate procedures, please call Development Services,
Spokane County Public Works, at (509) 456-3600.
. For Spokane County Use Only .
Submittal No: ~ County Plan Reviewer:
~
❑ Accepted in for Review or Construction
X Retumed to the engineer without review aa&ars~cer,See attached letter of explanation.
Processing Date: 24AA40
Submittal Checklist 2
Spokane County Public Works; April 29, 1999
to
INLAND PACIFIC ENGINEERING, INC.
August 9, 1999 SPC]KANE + COEUR D'ALENE
W.O.98371
Spcakane County Engineers
Engineering T]evelvprn,ent Services
1026 W. Broadway Ade.
Spokane, WA 99260-4170
Attn: Sill Hemmings, F.E.
Re: Autumn Place (PE-1851-98); Street and Stnrm Drainage submittal
I]ear $ill:
We are submitting far yaur revlew asad acceptance the following dvcuments and p1ans far the
above referenced praject.
l.} A cvmpleted submittal checklist.
2.} Two 6and capies o#' khe pYan set, sta.rnnped, signcd and dated by the Prvject Engineer.
3.) Two bound capies of the Drainage Repvrt, including a Sasin Map vvith tapography,
basin boundanes and Tc routes, stamped, signed and dated by the Froject Engineer.
4.} Pavernent Design infvrtnation.
5.} Attachment "A", signed by the spvnsor and STI's representative.
If you have any questions vr cvrnments, please give me a call at 45$-6840. Thank yvu.
Sincerely,
INLAN'D PACIFTC ENGZN~ERING COMPANY
Susan Murphy, E.Z.T. (jeJ~ SO
Enc. 1s9s
cc: file ~~~~,G~0
s~
J iT3oc:rmenisi983711su$1
707 West 71h • Suite 200
5pokane,lNA 99204
509-458-6840 • FAX- 509-458-6844
-
DRAINAGE REPORT
forthe ~tb&I
Autumn Place RECEIVED
Plat AUG 1 01999
SPOKANE COUNTY~NGiNEER
Spokane County, Washington ~
August 1999
he design improvements shown in this set of plans and calculations conform to the a-v i
ap licable editions of the Spoka e County Standards for Road and Sewer Constr-ucfion and the S okane Count.y GuideGnes for Sto water Management. 11 design de~iations r
have been appro~ed b.y the Spokane County Engineer. appro~e thes'e plans .,~a~
(catculations) for construction. ~ ~
This report has been prepazed by Susan K. Murphy of Inland Pacific Engineering Company under
the direction of the undersigned professional engineer whose seal and signature appear hereon.
l,. WIN
wAS
y ~
b a
~0,~, 31398 ~
NAL ~ q q ~ ~I
)EXPIRES 5/1/ 01
Ann . E-Winkler, . .
DRAINAGE TECHNICAL REPORT
for the
AUTUMN PLACE PLAT .
IPE #98371
AUGUST 1999
Prepazed for:
Family Quality Construction and Development, Inc.
P.O. Box 905
Otis Orchards, WA 99027
Prepared By:
Inland Pacific Engineering Company
707 W. 7th Avenue
Suite 200
Spokane, WA 99204
- (509)458-6840
I ~ }
I ~ g E Hf ij
o' k1HIPRLE ~ ~ ~ P n F h ~ '+~IAAL r~RIAPGE v'~ F CT
~ PINES Ra - m PINES QAp wr~ rie
~
~ + g
?a I 6HER XFN c~saer m CXErtm PIN~.S RDALY
1 i7 r KOl1R ~
~ FIOIfK ~ X6ux R, a
r'' R* x yHQU $ v~ x~ m1 H [kRRY
CC~ -LINS xaufl Liu s R1 a~ a ~ "~LLfHS m $ ~ K~K " },Hd3~~ ~ a C
120,
- COLLIHS a Cr ~ s~' ~a _
6lIa Al$ VERC{RN ~0
~ ~ V P fl YEACLER ~ w't~a+rnesr Lrl ' Heuk ~ ~ ~ ~
I P GLE ~tl ~ YERGLER f717 ~ VE{ICLEA RO ~
` 6 a s a a ,7s,~ pincixu
~
p z p1a
!~o ] ~ ~ ,~~ro a.yo, aul I~ viaGlNU ~ ~ CrG~Ka x a ~
• ~Ga- W~]OLAWH a~ a b A~~ ~ UIRili1JA p
QQ C+~1" ~ 7C z lal NROGLAWN ~ r n qROW ~ ~ "W~ 0.Wk V100[1L 1VH a Wd yLqWN
nw 1~V N OOXIL m a r ~~q~ p ~ ~ A R ~rFi I t D qaOri = x = ~ YbRk ~ M gyP~ p € s ~ ~ ~
~ ~ip o soord lo m la-~ ~a Raao
332 a a `n ~ " CLI{ii6t iu. e s: A 'N~i s x s ~y x n~`r.' mC o•j u'% Y
VY srci ~,~b s e nx i Y a A m CLINTflH x'
. m m axac~a . ~ m ~ ~a s = p
7( 13$ rac sae M ~ eur r'Da s s a b n~=eneE ~tccase v~i
F ~ I BLANE I NO AVALON R0~ iLp1E io eGax¢~ qp ~6LA[(E 90Afl
136 JdASiF ~ ~ A ~ m ~ C C CP4iN ~N ` ~ dAYH9t' pf 7
4 z ~ ~~H[a ~ M4AfEF RO ~ nar~E J. ~r ;
~ m m I IAAMEA R~. v v m unE an ,yr Paarneq 917Atl ~a
138 u l[]rt 15 m m Ae ~ y~npAYf5iRo
A~REE~1 x~i M RQAU
EVE AOAB
eoLwaa' - _ Y EVERGREEN
140 Ci 60LItlAR pp
B~LlYiA 4 n`~ OLlVpR I v f
~1~ NNENCi 2 y'~, BfSN11EFf Ap 8Y~1'J ~N AQ :3 J L~ ~ ALIYFn ~ 90LR'!II BOE AR - 90 IYA m pta y g ~mm4 ~ ~aA
~l Rpp$ - EA&LV Gi5lk ~RqNE 6AHqEN' 9i1 ~ex ~ fre
142- BOLIY4R K OAHHEN dKFE A
an~ ~ s S11Nt1 BNOOR H O ~t ~A a 9~1xKEt1 H@ ~&EST ~ i
~ aesr sn r a ~
~ 6E9T 96 ~ ¢ $(y AA~fi ~ ~K REfS o' REES BE57 BEST BE6T FO ~ ~i 9ANN~
_ p a CAlYlH CNEES 1~ e eEES FFS ~
CALVIN R GBLYW CA IH CRLVIH LH ~ m L CdLVIN
4 I46 VfA EH ~'S~ y WAqREN f w4RFEH ~ a n 3v ~WARR a~. 1k
EN
Lll R4k q A d
~ d ~ ~ zq = n ~ ia.'~'a +A[] M5 ws~ ~ A[]AM! TI RGROm
- 148 MxReus ~ _ ~ a i~~~ ~ ' ' ~
Wrrt Y H1eOtd ~ ~,v MaR uk ~ p
C b H m S ea = ~ 91 ' ux
6 - " m y ~j sUaas ' aLRKS, eunH$ Ro •n ~ _
, 150 . y T Bl3 iNS s '+l~8fi 3 B 17qH$ ~ ~
_ PROGIRE55 RppPRpGRESS ROkd-",
A7 CH4R4EII ~ ~ a z
--~0x= c ~ - sr e nLea ~ y
15F
sAasMes sQ~ ~ 57C lFLE9 RG
~IfABILK CHA l.f i v 'n.n y'$1tlVX y ■i~
Ag Hs~EF y 9 r
~ fWERCT z R& [R ~ HBWfF H N H`I §Oy~ pVwA a 17AV n
154 CENTWlT AY CENTII Y Y ~ i p]' ;E N~ E +~i * + ~
r ~ SULLIVAN ~H r ~ SULLIVdN ~ ROAD - Y;r a ~ s'_..• ~
~PIanEeR u ' viarmeR cr Y~ „ 1. 1 _
i r PIOtN~EEA1~ A !
y ficl u tiVti a f~ -ya3~ ~ry q nftERL74HF
158 ,y.'~ o T~' 'd~lf393@I1fa ~ c ~ ~ ,.+7 Y AELH
aLNCa ~ NO PpK SNa o ~
~ za o5~i~ m ~ ~ ~ m M1Bp RE ~ ~1 a OD I
1~[} I ~~'3~` ? ti`Y ~ cs ru a9 A~HF aGFST T FF 9
y dT/~j ~ 6 CAHHERY fip ~ ~ c A
~ R
162 CGNKLIN Np D
s,s'~"i^7. ❑
CONICilN ,
a;.v " a_ f` '~~x y
164
'pF I.gR[lY',} y a y=a ~ .
W u~ CARNIkE Cr Z
Z
1~i'
~ t d G A ti'111RUCK CARNINE CTH $T~
j6E NdlMHDO y ST t m y ' F'r,~ _
6fi aDCk LN
6YONPLN ING• UBK
188 w" m 5rH s7
ras
SiEEN RFl o
170 9EIEBE xmg
~F , AS
I~T` CRAaAAp ~ qp C ~ ~ ~
CH~IPLAg PO f~ y•~ y x
!~2 . f p FLORq RD - - + f I % FLfl
1
~R '3J E
■
: ~ s A G~ z a a
n . g ¢ ~ a c0 G
174
LRC CT
w.`°. rs[a wlar ie mtT"'~ ~ y< v g
A 6Clnnll5
~ F6LNIAlET A ` FSCHfRI _Y:
- i&LHlffLEY qD ~ CCqB1H
CD Nerthwest Map Service K-. '
-i . . . , ' • ~
sPaKANE couNrY, waSHiNcToN - tE3 HF rT n
[larns sheet 67] R 44 E g R45 E
s-- - .
~ D
Q° wL". _ :.c.r~•' t. _ s~ ; ro'~ ~ :
•il 'I ~ A~
Y~~ •I ~ ~4~' ~ 3 -
~,y,~ o sZ 'w` ~ - „ F~i1~~~`~cya~,~ n ~'?~'k[~'. ~ ' v~' ~ f y'iv, s #
~ . - r.'Rh ~r .,}j=t ~'4~' • q a~ ~ ' '
~ ~ ~y ~4 .~M P~al d'„'C.i•~S-R
_ ~ , ~ •r, . ~
j'~, ' , y+~ , , y. e . },px ` ' " ~ ` , . ~-y~~~ .
, ~~~1- 1~ ~ ;~h ,~~x ~,r ~~rv - l~ ~fi,~ •~r~.~
45. ~ ,6, F ~ '"~'~'~,>'~+g~?£''~`v I ~~~x•~~a~~ ~ - s' ~ ~ T~ . ~ i ~~`~-t`-"~~Y f ~ ~r,Lh~:-s a-c~~ ",~6~" ;
~°F.
~j~,
~,yr~ 4". } o- i,d^i' Y+34f~ _~.M; ~ ` ~``~~-7r~~}S~ 4;G , 4 .'C~t~~,~, ,~`a, 'rm" 2;'S5•
, , _ ~ = p~ ~K " ~3" ,s ~t;~ ~ - ~a ',a y K~ c
~
- ~ ~.~~%.i .a. N- . :t wd.~{;,y±.'II~ e.'.~~-*___..~fa~'~. aar„'~_~ „ °:~~y.`- J~t' ~ • W "~at 'h' - ~'~a~ NFUR7,
'Fy
c~ a~-'~° "~x>
'p
4 ~ ~ ~ .L`~ , t~'• ~t' ~ ~ • •l9 4 t zu~', ; , ~
~ 5 k ~ ~ ~ C~~~n r ~
1 ~y_ . • Ew 4 ~ ~xx ~ ~ x~: ~"~c ~n ,-~a ~ ~ , s~ E
~ V,~' ~ d ~ ~ M
. _ ~ ~ er ,y.~ ~ ~ • ~ ' ~ ~y
~ ~ J"F" ~ . 4" ' . ~f~ '~~j.~t . .x.^E~~l~"y ~ •
~ ~~'Y~f_~~~4~ ~ ~ • . 1 ^ , ~ f'~~ ~~'W' f
t ,~Y'i1T~ t y ~ CF=4 µ ' ; ~ _ • , r ~~R#w~~ 4 ~
LY._ ~1 [:f5•• , ~ q r-~,•.v~t-- ~ n `i~,
.p• ~ i4~~) +1 . 4Y z E~~.~~: ~ S~n, ~ _ V✓'t
~ $•y f '.~-s. ~ il ~ ,~j~.' ~
"-`•'3C:h„1. ' ~ a t7
Y ~J
- nCr. - {y( i.
~
•g ' qy '''~,`~'d-.~ ~~j , ~3!~ 't x ~ ~ p~~ ~n ,~R.,~~'_~ ,~t
PIM
L~%•;.3i4 3-_ ~fi _ ~f • ,
M gp * . • f°' ~J ` ~ : k~.~t.~, .
.
- - AZitZlml'2 PlaCG' PlCit
- Di"Cl[nLTgG' NC17"Y°atZ'VG'
~ENER4L
~ The Auturnn PlaGe plat is a4.2 acre develvpment af 14 sing1e Family residential lvts pncated
nvrth and west of the intersection of Sulliwan R oad and X 2"' Awenue within SpQkane County,
Washington. The site is cuirently vacant with field grass as the predvminant land cover arid
vegetation. There is an existing home adjacent #o the Autunm Place plat, at the northwest cvrner
of 12dAvenue and the proposed Newer Cvurt. Single family residential development lies to the
east, south and west. A viciniiy and locat;on map harre been included within the teGhnical sectian
vf this docurnent.
PURPasE
fihe pwpose of'this report is tv determine the extent of storm drainage facilities which wiY1 be
_ required to dispvse of the increase in stormwater runoff created by the development of the
Autunn Place plat. The storm drainage facilities on this project will be designed to dispose of
runoff from a ten year design starm for onsite basins, and a fiflj,+ year design starm for thase
basins tha# include offsite areas, as required by the Spvkane Caunry Guideixnes far Stormwater
; Management, thvugh the calculations are also included to verify triat the facilities alsa gener-a1lY
contain the 50-year starm. This deuelopment is within the Aquifer Sensitive Area ofSpokane
Cnunfiy ar►d is subject to'208" requirements. For this project, the 10- and 50-year curves fram the
Spakane, Medical Lake, Reardcan, Cheney arzd Rockford intensity curves were used, as well as
the SCS isn-pluvaal rainfall cunaes. Per directian frgm 5pokane County, the SCS curves have
been fuurther refined with the NC7AA iso-pluwia] curves.
ANALYSIS 1kiETHU.UULC7GY
, Per the Spokane County Guidelines for Stnrmwater Management [GSM[}, the RationalMetnod,
which is recammended far basins less than ten aGres in size, will be used to determine the peak
, discharges and runaff voluxnes far a11 csnsite basins.
PROJECT A.ESC)UPTI[71V
; `I`he Autumn Place subdivisian is located in the Sectivn 23, T. 25 N., R. 44 E., W.M. within
Spokane Caunty, VVashington.
I T'OPQGRAPBY -
, The existing site naturally drains from northeast #a snuthwest, sloping towards 12°1i Avenue.
Witl7in the plat the natural tapography was used as mueh as possible to rvute stvrnn drainage.
However, due to the flat slapes and the County's minimum requirements for sZvpe, the raadvvay
profiles have been foreed down to facilitate drainage by lecalizing low spnts far pond placement.
Due tv the fdaE slopes encountered, no cancentrated pre-exisfing flvws were abserved nar vuere
there any signs that anything other than sheet fltrw and ,graund absarption Mave occurted on this
- site.
Inlarrd Pacffrc Engineer[reg Compnny ] ,4utumn P7are Plaf LirrAinuge Repcm
`C`he general s1opes withsn this plat aary frvm flat to nearly flat rvith the maxirnurrt existing slope
' at 4.04ft.fft. Generally, the area within this platted pvrtion vf the vverall preliminary plat wauld
_ be characterized as flat, with slapes ranging fi-vm tlat to 6.02 ft.lft. For deVelvpment purposes as
~ stated the natu.ral slaping was used for design and is rnaintained as passflble throughaut the
- praject. -
~ SOrLs
- As can be seen frvm the aceompanying soils map from the Spokane County 5o11s Survey as
; perfnrmeci by the SC'S, the site consists af one type of soils within the Class B type. This soil
- type is described as Fallaws.
, GmB -Gara-isnn very gravelly loam, 0 to S percent slapes: Soils within this sail type are
samewhat excessiveIy drained, grarrelly ar stany soils that formed under grass in glacial vut-wash
rriixed in the upper part with valeanic ash. 5utfaGe runvff is slaw, and the hazard ef erQSion is
, slight. 5pokane County Guidelines for Stormvvater Marbap-ernent indicate this tv be a Soil Group
Type B and pre-appraved far drywell installation.
Hydrologrc Soad Classication - B
I)RA T14'AIGE NARRATI VE
Offsite
, F ased upon the general geographic tendencBes of this site, offsite flaws are anticipated i`rorn the
svuth half of the lats within the Craig subdiwision to the norkh o£ the Auturnn Place plat.
Therefare, the storm drainage facilities for the basin Iaheled `A' on the basira rnap arid within the
drainage report hawe heen designed for the 50 year starm event due to the offsite area, as required
the GSM.
Onsite
As this plat is within the aquifer sensitive area of Spakane Couniy, the runvff froTn the f rst a" af
_ rainfall on the street imperv ious areas onsite wi11 be callected and treated using the "20$" runoff
rnethod as described in the Spvkane Cvunty Guidelines far Stornwater Management. Tn
, facilitate this atralysis the Autumn P1ace plat was dzvided intv 6 perrnanent sub-basins {A1-A4,
B 1 and B2}. Although there are d hasins, these basins have been cambi-ned where practical to
utiliae the sa3ne pond tv meet stQrm vvlume requiremen#s. Table I lists the basins and pond
cvmbinations fvr easy reference.
Basin C, as designated on the enclased Basin Map, eneornpasses the haclc half flf the lois on
the svuthern side af Newer Caurt. Assuming that the back yards of these lvts wiil be graded
consistent with existi,ng grvund contours, and that they will be lau~adscaped, flow in the develnped
condition will decrease from the flow in the u.ndevelvped conditiQn, due to the lawer "C" factor
of the landscaping (0.1 0) versus the existing grcrund 66C„(0,25) .
I
InlQnd Aacefie Engurecrrng Compa ny 7 .iurumn Flase Pdar f7rolnoge Kqxvrr
' Table No. I
~ _ : - -=`sur►~~~v o~ RuNoFF cvE~°FrCiEiv~cs: -
~ ~ l.7!_WELLIIVG 1J1VITS PE~t GFtOSS AREA'{UUI~~~
_ D ` . - - _ • ~ - =
~ ' N~.E~['HO
; ' Aii3TL]IYIN PLACE'-.A°
~ . B'asins`~`:~ '-TvtaVArea'°~Dwelling-v ~=DUI!GA:.;. :,4►'dZ
~SF'IA~iE)=,•=-.; _ L)~iits
~ A1 59,36011.36 4.5 - -
A2 40,00010.92 3.5 - -
A3 57,60011.32 4.5 - -
, A4 6,400I0.15 .5 - -
I A 163,30013.75 13 347 0.30
BI i 3,2061(}.30 1 - -
- B2 23,50000.54 1.5 - -
B 36,70010.84 2.5 2.98 0.25
~ .
' Fram Tabfe 1, Puge 6-2 ojahe Gurde[ines for 5rormwaier Managemena. FeBruQry,1998
"'v708" C-alCulflfi(11dS
Within each hasin the stree#s are divided intQ suh-basins by high and law roadway prrfiies.
These facilities capture upst,ream stvnnwater runoff from the impervivus street surface and direct
the runoff intQ grassy'24$' ponds. As shown on the '208' calculation worksheets included, the
_ '208' storage volume praVaded is adequafe to perform '208' treatiraent For the runoff created by the
first half inch of rainfafll.
Curb Inlets Calculateons
It is necessary tcr check the adequacy of the curb inlets prvvided tn divert the runoff fxom the
gutter into the '208' ponds. 'Y'tze curb inlet calculation sheets included show fi.he required lengths
, of curb openings. For curb inlets greater than 4.1Y, either rnultiple curb inlers are added vr the
curb inIets are lengihened as required.
~ DRAINAGE CAL CTTLA T'ICNNS SUMMARY
Calculations have been included for Drainage Basin consideratians such as Feak F1ow, Time of
;Cancentration, „208" sizing, dryvaell requirements, inIet sizing and curb inlets, a5 WelI as CL1lVeYtS
and pipe flvws, sQme of which are summarized below vvith the remaining calculatiQns included
in the appendix.
Infand Pacefc Fj~gmcenng Cwr+pnny 3 Au[umn PTare Plar Fminage Repmrr
i '
W ithin the calculation sectivn anci where it has been deterrnined necessary for clarity, severai
sketches, as well as details frQm the plans have been incarporated to demQnstrate assumptions
and concZusians.
i BASIN I)ESCIZIPTlONS
Sasins A and B
VVithin this plat, and due fio the general geagraphic features, severaP basic assumptians were
, fcsllowed and can be used to describe each basin. First, due to the relative flatness of the plat and
'project vicinity, minirnum road grade is limited to 0.00$ftlR; sccond, all ponds will be of the lat
pond conf guration; third, that where practical, drywells wi11 be minimized hy cambining basins
and providing piping betWaeen ponds.
All af these steps have been used in variaus basins thrvughout tihe drainage design af this project.
_Tabte iVa. 2- Fvnd and 208 :Basin Svmmary
Au,tumn Place - BASIE~II S'UMIMAIt _
,
- Basin Fon~ 230-8Yulume 2~8 4'a~u~me BQ8 ~rea rywells
eqnired ra~ided Yr~►+ided (s~ Requ ired *
A1 Al 187,5 338 676 -
'A2 A2 115 1165 233 -
A3 A3 179 180.5 361 -
' A4 A1 146 - - -
A - 627 635 1270 2-`B'
' B1** B1 108 112.5 225 -
B2** B2 1$4 185.5 371 -
B - 292 298 596 1 - `B'
i - TypC A is a 5pakane 5tandard Lhywell - Sin$le Eepth, Capaei[p 0 3 cfs
, - Type 8is a 5pakane Standard Brywell - Y7ouble I]epth, Capacity 10 cTs
Basins A1-A4 have been cvmbmed for Howstnng Calculahans BasmS B1 and B2 have been combtnerl far Bowstnng calsulations
All `208' treatmerst areas are based on (pond bottom area) { 5" depth) .Ssde slope vnlume is not mcluded in trie "Volume Fravided"
_ calculatsons
i
, Irrland Parifec EngtneetFng C'omparty 4 Autumn Prare Plar Drninaga Repan
`i'able No. 3-Curb InIet1Ca#ch Basin Surr►maty -
-~!~►.uturr~n 1a~e Pl~t -~ITra Inle a%d CatCh Basins Sumffar,YA
MMI III
~ asin Y'ond Gurb Inlet +Ga#ch 1asin
Candition , (+~onc~itiv-
A I A I (]n continuous grade ~
_ A2 Al ~ C3n continuous grade -
A3 A3 pn continuous grade °
A4 an continuous grade
I mB1 B 1 On continuous grade -
; B2 BZ On continuous grade -
Per Spokane CuunCy Gwdelmes curb drgps in a sump cnnditivn have a capacrty af 4 Q cfs
Per WSDGT Hydraullcs i4lanual, Grate BnCet, has a sump capaciFy+af 13.0 cfs
N[7TE:
Qnly c~rb drop and grate calculations were perfmrmed for thase
cases "Oa Grade", curb drops and catch basins in sump cvoditivn
. are asswmed to haodle 4.0 cfs.
Intand Pac fic Engineerrrrg CornfxenY 5 Aummn A1nce P!m Ilminage Report
50-year 5`f{}RM BDWSTRIIVG iNETHaD PR4JECT. Autumn Ptace
REAI{ FLaW CALCULATIQN PRO.IECTAutumn Plar,e DETENTIOhE BA51N [}'ESIGN BA51AI: A
BASIN: A ❑ESIGNER S Murphy
7at, Area 3.75 Aeres DATE. 08I09
Imp, Rrea 15050 SF
C = 0.30
Time lncrgmerst (min) 5
CASE 1 Time of Conc. (min) 7.82
Clutflow (cfs) 2
70 Ft, Overland Flow ❑esign Year Flaw 50
Area {acres} 375
Ct = 0.15 Irnpervious Area (sq tt) 15050
L. = 70 ft. 'C' Factor 03
n= 040 FOS Vplume Provided 635
S= 0.020 Arga ' C 1 125
Tc a 3 58 min , by Equation 3-2 of GuidelEnes
Time Tima Inc. lntens. Q ❑svel. Vvl,ln Vvl Qut 5iarage
550 f. Gukter flow (min) {sec) [tNMr) {cts) [cu ft) {cu fit} (cu ft)
Zt = 3.5 782 469 361 4.06 2552 939 1513
Z2 = 50 H
n= 0A16 5 300 4.58 5.15 2071 600 1471
S= 0.008 10 600 320 3.60 2735 1200 1535
15 900 2.45 2.76 2521 1800 1121
d= 0.285 ft. ZO 1260 1.95 2.19 2983 2400 583
25 1500 1.62 1.82 3025 8000 25
A R ~ Tc TC total I Qc 30 1800 156 1.7E 3439 3800 -1 B'6
35 2100 1.28 1.44 3254 4200 -946
1.88 0.13 4 06 4 24 7.82 3.61 4.05 40 2400 1.13 1.33 3412 4800 -1388
45 2700 1.08 1.22 3474 5400 -1928
Opeak for Case 1= 4 08 cfs 50 3000 0.99 1.11 3579 6000 -2481
55 3300 0.92 1.04 3581 66017 -3019
fiQ 3600 0.87 0.98 3680 7200 -3520
CASE 2 85 3900 0.82 0.92 3745 7800 -4055
70 420[} 0.80 0.90 3924 8400 -4476
Gaso 2 assumes a Time of Conrentration fess than 5 minutes sca that the 75 4500 0.77 0.87 4036 9000 e4984
peak flow =.90(4.58){Imp. Area) = 1 42 cfa 80 4800 0.35 0.84 4185 9600 -541 5
85 5100 0.12 0.81 4260 10200 -5940
90 5400 0.71 0.80 4441 10800 -6359
5v, the Peak flaw for ihe Basin is tPoe greater af the twc7 Bows, 95 5700 4.69 0.78 4549 11400 -5$51
4 06 cfs 100 6000 ~ 0.87 0.75 4643 12000 -7357
208' DRAlNF1GE POND CALCUTATIC3N5
Reguireci'208' Storage Volums
= Impervivus Area x.5 in 112 infft 627 Cu ft
208 Vdlume PrvVided 635 cu ft
ORYWELL ftE[]UiREMENTS - 50 YEAR DE51GN STORM
Vulaximum Sforage Required by Bowstring 1543 eu ft
Number and Type vf [7rywells Required 0 5ingle ~ Z- 't~'~•
2 Ovuble
A-l
iNLArvo PAciFic ENGiNEERiMC
- - - - - - - ~ • -
BOWSTRING METHOD PROJECT: Autumn Place
PEAK FLOW CALCULATION PROJECT.Autumn Place DETENTION BASIN DESIGN BASIN: B
BASIN: B 10-Year Design Storm DESIGNER: SKM
Tot. Area 0.84 Acres DATE: 08/09/99
I mp. Area 7000 S F
C = 0.25
Time Increment (min) 5
CASE 1 Time of Conc. (min) 7.50
Outflow (cfs) 1
70 ft. Ovarland Flow Design Year Flow 10
Area (acres) 0.84
Ct = 0.15 Impervious Area (sq ft) 7000
L= 70 ft. 'C' Factor 0 25
n= 0.02 '208' Volume Provided 298
S= 0.020 Area " C 0.210
Tc = 0.52 min., by Equation 3-2 of Guidelines
Time Time Inc. Intens. Q Devef. Vot.ln Vol.Out Storage
550 ft. Gutter flow (min) (sec) (in/hr) (cfs) (cu ft) (cu ft) (cu ft)
Z1 = 3.5 For Z2 7 50 450 2.60 0.55 329 450 -121
Z2 = 50 Type B= 1.0
n= 0.016 Rolled = 3.5 5 300 3.18 0.67 268 300 -32
S= 0.008 10 600 2.24 0.47 354 600 -246
15 900 1.77 0.37 391 900 -509
d= 0.126 ft. 20 1200 1.45 0.30 412 1200 -788
25 1500 1.21 0.25 420 1500 -1080
A R Q Tc Tc total I Qc 30 1800 1.04 0.22 427 1800 -1373
35 2100 0.91 0.19 431 2100 -1669
0.42 0.06 0.55 6.98 7.50 2.60 0.55 40 2400 0.82 0.17 440 2400 -1960
45 2700 0.74 0.16 443 2700 -2257
Qpeak for Case 1= 0.55 cfs 50 3000 0.68 0.14 450 3000 -2550
55 3300 0.64 0.13 464 3300 -2836
60 3600 0 61 0.13 481 3600 -3119
CASE 2 65 3900 0.60 0.13 511 3900 -3389
70 4200 0.58 0.12 530 4200 -3670
Case 2 assumes a Time of Concentration less than 5 minutes so that the 75 4500 0.56 0.12 547 4500 -3953
peak flow =.90(3.18)(Imp. Area) = 0.46 cfs 80 4800 0.53 0.11 551 4800 -4249
85 5100 0.52 0.11 574 5100 -4526
90 5400 0.50 0.11 583 5400 -4817
So, the Peak flow for the Basin is the greater of the two flows, 95 5700 0.49 0.10 602 5700 -5098
0.55 cfs 100 6000 0.48 0.10 620 6000 -5380
208' DRAINAGE POND CALCULATIONS
Required '208' Storage Votume
= Impervious Area x.5 in / 12 in/ft 292 cu ft
208' Storage Volume Provided 298 cu ft
DRYWELL REQUIREMENTS - 10 YEAR DESIGN STORM
Maximum Storage Required by Bowstring -32 cu ft
Number and Type of Drywells Required 0 Single
1 Double
~
~ Al ~,ET(~
~ 2:7zYo SF -
~ A:~,: 4 ~30a 'f~,F
,i
.I ~4 ; ~3sc~) SF"
' -gi; 2-6;,00 SF
~ SF-7
uy-~r~ 4-k~-
I~~ ~"•er~. ~~:,U~a ~-~-~r tro,
--r. ~~e v--(-- fc--r~ -~1 ~qi~ 'I nPjJ-- U/~~ -ik-e- Lurb L~,~~ eq -z 0* 161
C, I A A 1• c~= ~.cr) (4. SS) (457w 14- --3~-~~ _ 0,43
c~
° A 2' (4. 5~~~~~4-5--Zzo) 0,
9) (4 ~)(4-?6a 143
~.cl) C45~~ [35Zz:/43an~)
~31 (.9) (3.IS)~Z6,np/43a~~o) 0, 1-7 cf5
,
~z I B~} (4,40 1~~' 3~~) = J: 2-q c s
!
~ 1nIand MEMa ❑ PROJECT 4►~,-~L a)A T~We- 1
Pac i f i c cALc. C~ JoBNO. -Y'10E~ ~~~~T-1-oF ~
~ Errgineering MEETIIVG ❑ BY qm-,,IoATE
west 707 7in, sui=B 20a 5pakane, w$sntngean Maa aTHER ~ CHK''D BY LATE
- 509 458-6840 Fax Na. 509 458-N4d ~ ~ J
- - - , • , _ ' _ - - ~ - ' ~ I ~
CIJRB INLET CALGULATkC3NS - Fluturnn Place
Curb Enlet Depression = 2 sn,
Standard Cwrb Inlet Length = 4 ft.
~ t-~ r.
Llpstream 10-1~r~ Gutter Raughness Reciprocal Depth Length
Curb Inlet Impervious Peak Flow Slape Coeff. Cross slope of Flow Required
5ub-Basin Station RIL Area c.f.s."° S in Z Z1n d Qa1La'* Q1(Qa1La) Remarks
Ac 1288.48 L 2150 0.26 0.0080 0.0160 50 3125 0.09 0.063 4.15 Need 1-4' curb drop
A3 1427.63 L 4304 0.41 00080 4.0160 50 3125 0.11 0.074 5.52 Need 1- 5.5' curb drop
82 7432.16 R 4400 0.29 Cl QQ$a 0.0150 50 3125 0.09 0.065 4.45 iVeed 1- 4.5' curb drop
B7 1272.1$ R 2600 0.17 0.0080 0.0160 50 3125 (].QS 0.053 3.19 6Veed 1- 4' curb drop
►41 1050 L 2750 0.43 00080 0.0160 5o 3125 0.11 0.076 5.69 Need 9- 8" curh drop
- - I- - - - ' I s '
GRFITE CALCULATION -CpNTlNUQL15 GfZADE Basin A-4 Autumn Place
Sta. a 0+45 Rt.
Q = 0.33 cfs
5 = 0.0080 itlft
Z = 50
d = 0.10
w - 4.96
grate w= 2,08 W.S.D.O.T. Type 2 Grate
°Iow = 42
%Q = 77 From Figure 15 of GuidelEnes
q diuert. = 0.25 cfs
G2 excess = 0.08 cfs
INLFIND PAGIFIG ENGIh1EERING
.
Hemrrlings, Bill
From: Parry, Ed
5ent: 5aturday, September 19, 1999 12:17 PfVI
To: Hemming5, Bdl
5uhject: update to earlier status nate
Bifl
Autuonn Place. IPE brought the mylars in at 2 30 p.m. on 10 5ep. I Iaoked at the mylars an 11 Sep 99. Stifp
looks Eike prvblems at the en4ry radius at the NE corner of Newer & 12 th This needs to he dLscussed with Pa#
Harper & Bob E3rueggemarr.
Sse the intersec#ion detad on sheet 3. There are siill prablerns with the way the RIUV is heing indicated at the NE
quadcanl of 12th INewer. The h❑use an the NE carner was spiit off the main parcel and sold separate9y. The new
ownec was suppvsed to grant addrtianai RIW aut to 22 5' from CL Ann Winkler tells rne that the additiona! RNV
wasn°t granted. The intersec#ion detad appears to show tha# it was.
If the e)tra RNif wasn'i gran#ed, then there isn't any RIW to constru ct the paved radius as shawn. The westerly
paecel line vf the house and the nvr#h R1W line of 12 th would interseet at 90 degrees {more or less}, wfthout a
radius tD connect the iwa tangents. if the eAra RfW was granted, thera there is room for the paved radius, and
therefare also raorro #orthe curb return. They need to bring the curb out to the radius point, and nase down in 12"
The hack af the curb can run alang the proposed edge 6f the paved radius (20' cadius an the hack of curb), The
intersection detail needs ta be caorriinated with the Pond A1 detad on sheet 4.
Th ey still rreed to indicate the staNstop statians for th e new paving taper on 12 Taper needs ta ran at 1 D:1, wi[h
a100' minirnum Vength, as we have done here far quite a while. This was noted as a camrraenf in my 2 "d reenew
daEed 2 Sep 99, a copy af that remew is an the plans laid out in the cvrner affice. Taper info could be hand-
#ettered onto the mylars.
Revised pipe ealcs are akay; need to be paced in the Drainage Ca9culat4ons.
Revised 208 Plan for Lot 1, 61ock 1 laoks akay. /
❑ther than the eniry radius & curb, and fhe laper informatiDn, the plans can be accepted far cnnstruction.
Drainage kanguage will need to be generated. Will need specific nates farthe lots where drywells & pipes etc are
located autsicie the RMI, rFthe aeveloper does not intend 4a creste a Morneowroe['s AssocEatian for the perpetual
maintenance of 1he portinrrs of the system lacated autside the RIW
Cvnstruction bond needs to be calc'd, if the Develaper intends to abtain Final Plat approvaf ,prror ta cflnstructior+
& certifcation of iGnprovements
I'fl left a message for An that there vvere still same concems and that she should call you
I can be reached at 1.800.722 0127. a'!k check in frarrv tirrse to time, alsQ.
SP941
INes Crosby left a copy of the drainage language that was on the plat mylars Loaks like Doug had sent rk over to
Mel a while ago. 9ne lat (Tract B) does have a drywell on it shauld there be a speeific nate in the drainage
language ahaut that Tract awner being responsible far the drywell maintena nce also
V4loodland Terraee Design Deviatian for 16"' AVe prafile 8. VC's
I recommend disapproval Terrain alvng the prafife would genera!!y qualiTy as flat, and govd practice
Page 1
~
s
doesn't recommend piecewark classification to back antv curves ihat work. There is enough tangent that traff'ic
should be e)pected ta flow around the postsd speed Curves proposed aee fess than half the length needed. 5ee
the worksheets [n the ❑es Dev. Fcalder. Biggest problem wdl be in the crest - may haee to reset fhe wafer 1ine.
Will also need to 6btain slope easerztents from the Iflts lhat are sold alang lhat stretch, ar build retaining walls
Need to check wfth the City about the early concurrence with the prafle mentivned in the just'rficatiQn I told Lake
Crty & the Develaperthat if there is a prablem, they need to talk to the enginaer wha stamped that earlier pr4file
- we rely on their stamp that the design rneets Go. standards
The biggest problem I have is that the Rla from Havana in ta Morill wdl be alfowed to slide ay wfth
suqstandard vertica6 curves. That project will need a Design C7eviation io promde an audrt trad fo r that design,
also
I cal[ed Mike Hunt and let him know that I had looked at the Des. Dev Submrftal, and thaf he should confact you
far further status
--Ed
page 2
Pipe Flow CafcufatAcarr SNLET T[] DRYVVELL POND A1 98371 AUTUMN
Flaw 1.000 cfs Out I E 2061. 1-
•Diameter 1.04 ft ln lE 2061.31 Sivpe 0.010 ftlft
n 0.012
L 21 ft dldia A R Q V
C7epth of flow,d 0.9 ft 090 0.7445 0.298[] 4.12 5.54
Flowing Fufl 1.04 ft 1.00 0.7854 0.2500 3,87 4.93
Critical Depth 0.420 ft 0.42 0.3132 0.2220 1.00 3.19
Nvrmal Depth 0.340 fk 0_34 0.24 ❑.19 1.00 4.25
H'Wc 0.557 ft 1NLET GONTROL
HWn 0.760 ft
H W p ft
sJPv0raE cauWY 1Vt~~~~E11
Pipe Flaw Calculatiarr 1 fl+45 RT. TD POND A1 98371 Al1TUMh!
Flaw 0.330 cfs CJut IE 2063.91
Diameter 1.40 ft ln !E 2064.44
51ape 0.010 ft1'ft
n 0.012
L 53 ft dldia A R Q U
Depth af flaw,d 0.9 ft 0.90 0.7445 ❑.2980 4.12 5.54
Flowing Full 1.00 ft 1.041 0.7854 0.2500 3.87 4.93
Critical C]epfh 0.230 ft 0.23 0.1365 0.1364 0.33 2.42
Nvrmal Depth 0.190 ft 0.19 0.10 0.12 6.33 3.18
HWc 0.366 ft INLET CONTROL
HIWn 0.425 ft RECEIVED
HWp ft SEP 10 1999
5'FOKANE COl1NTY ENG1[VEER
Pipe Flow CaPcu@at'ron INLET T(] DRYWELti PDNQ R1 98371 ALlTIJMN
Flaw 1 .000 cfs Out IE 2061.1
Diameter 1.00 ft I n I E 2061.31
5iope 0.010 fflft
n 0.012
L 21 fit dfdia A R Q U
Depth of fl'ow,d 0.9 ft - 0.90 [].7445 0,29$0 4.12 5.54
Flawing Full 1.00 ft 1.00 0_7854 0.2500 3.87 4.93
Critical Qepth 0.420 ft 0.42 0.3132 0.2220 1.00 3.19
Nvrmal Qep#h 0.340 f# 0.34 0.24 0.19 1.00 4.25
HWc ❑.657 ft INLET CONTRQL
HVVn 0.760 fit
HWp ft
~I\/ED •
SEP 10 09
sPo+coe couurv ~~~~~~EFt
RECEI1IED
7tic ~ ~
~Pipe Flow Calculativn 10+45 R7. YO I'C3NU A1 98371 AUTUMN
Fkow 0.330 cfs Out IE 2063.91
Diameter 1.0(] ft In IE 24754.44
59vpe 0.010 ftlft
n 0.012
L 53 ft dld i a A R Q V
Qepth of flaw,d 0.9 ft 0.90 0.7445 0.298(] 4.12 5.54
Flowing Full 1.00 ft 1.00 0.7854 0.2500 3.87 4.93
Critical Depth 0.230 fk 0.23 0.1365 0.1354 0.33 2.42
Normal Depth 0.190 ft 0.19 0.10 0.12 0.33 3.18
HWc 0.366 ft INLET CaNTROL
NW n 0.425 ft
HWp if
10 1999
5PDKA'~~ COUIVTY ENC,,jtE1-R
~ ~ -
` CLC
Associates Inc. i - -
D I
i FOFih4EfilY~ I ,~nmex..rcww.e.,..~.mn.w~! •
- ~ ~ September 9, 1999 '
I 707 West 7th 5uite 200~ W.O. No 98371 .
5pokane, WA 992L14
I 509-458-6840
505-458-6844 Fax
5pokane, vuA - DenWe, Coi Edward J. Parry, P.E.
~ Spvkane Couraty Division of Engineering and Raads
1026 W. BrQadway
~ 5pokane, WA 99260-0170
~ Re Autumn Place - Street and Drainage ReView
{ Dear Mr F'arry:
I
~ We have received yaur review camments for the street and drainage pfans fvr Autumn
I Place. The items noted have all been addressed, and we request acceptance of the
; plans as submitted As such, they are also ready far a full reView. Please conduct a
full reView of these plans at this time. The items noted vn page 2 of your previvus
couer letter during your previvus reWiew were handled as nated irr this letter,
s
t Twa sets of the curb grade calculations far 12th AVenue are included with this submaf
i packet. RII crass-slapes meet Gounty standards as shawn on the enclosed
i spreadsheets.
i The drainage facilities which are outside of the County right of way will be maintained
, by the property owner of any lat which contains a drainage facility, The Ivt plans will be
~ supplied to the buil er and ultimately the lot owner far their informatian, as required by
~ the Gvun#y ~ ~i~' ;lt~ fr i~
i
The 208 Iot plans have been included. Each Iot plan matches the informativn vn the
~ detail included ❑n the raad and drainage plans 7hese include appropriate swale depth
I ~ dnformatian, types of curbing, dimensions, elevations, cross-sectians and TC
eleaations. _
t
~ We normally set tap of curb and front of walk eleVatians the same, as indicated ❑rr ❑ur ~
; details. 6ack of walk elevations are 0.12' higt~er.
~
f The border easements are nated on Newer Road, existing rtght of way an 12th lsv
dehneated, and Pond B-1 shows the easement length fram the right of way.
Two sets of pipe calculatians for theI o pipe,p assoc ated with Pon~ 1 a. fe included
.(P 6G.~, ~,~e , a~~y 0 {V ~ ~l N ffi,s ,
AlI notes assvciated with 32th Ave have naw been added to the plans and wi11 proVidelt-4
- the corrtractor with the necessary irafarmatian to construct the appropriate v
Pian„„n$ irnprovements. Please note that the house 1ocated on the northeast carner of Newer
Engineering R❑ad and 12th Avenue is not a part of this plat. As such, curb is nvt being 7nstalled
ArchiteetLire
Lanndscape Architecture r ~ ~•r
Land Surveying
I
Autumn Place - Street and ❑rainage Review
September 9, 1999
Paqe 2 fU
alvng it's frontage. At the preserrt time, curb is exist4ng west of the Autumn Place F'lat,
and east of the Autumn Place p9at, east of the house. The right of vvay on 12th daes 6W4~
not accornmodate adding curb alang the frontage of the hause. As a secandary issue
associated wrth ffnis hvuse, the curb on the east side of Newer Ct is not heing extendeal
along the frontage of this hvuse. Therefore, there is no curb return an the northeast
carnee of 121h Avenue and Newer Ct. J
Svil permea'bility notes have been added tfl the plans, the floor dimensions of Parrd A-1 V/
are 4ncluded on the plans and the drywells outside the swafes on 12th Aue have a salid
lid noted
We laak forward to your detazled review of this project. We have dvne ❑ur best to
address your cancerns and give you a very constructible set of street and drainage
plans and lot plans far reuiew. As stated preuiously, please do a cDmplete reaiew of
these p6ans so that v+re can go to mylar. The spansnr is ready tv begin cvnstructiDn per
these p@ans and we Ivvk Fvr+►rard tD yaur early completion of the review. Please let me
knouv if you have any questions.
5incerely,
CLC Associates, I nc.
.
Ann L. Winkler, P.E.
ALWlalw
encf.
c e: Mike ltinney, Family Quality Cvnstruction and Development, 1nc.
file
Pipe Flow Calculatian 10+45 RT. NEWER GT. #98371 AL1TUMN PLACE
Flow 0.330 cfs Dut l E 2063.91
Daameter 1.00 ft fn IE 2054.44
5lQpe 0.010 ftlft
n 0024
L 53 ft dldia A R Q V
Depth af flaw,d 0.9 ft 0.90 0.7445 0.2980 2.06 0
FIrawing Full 1,00 ft 1.00 0.7854 0.2500 1.94 2.46
Critical Depth 0.230 ft 0.23 0.1365 0.1364 0.33 2.42
GVvrmal Depth 0.270 fk 0.27 0.17 0.16 0.33 1.93
H Wc 0.366 ft
FiWn 0.357 ft OL1TLET CC7NTRC3L
HWp ft
Pipe Flnw CaIcu1ativn INLET TODRYWELL PONDAI 98371 AUTUIVIN
pL)0tc-E
Flaw 1.0I70 cfs Out I E 2061.1
Diameter 1.00 ft ln IE 2061.31
Slope 0.010 ftlft
n 0.024
L 21 ft dldia A R Q V
❑epth af flow,d 0.9 ft 090 0.7445 0.2980 2.06 2Flowing Full 1.00 ft 1.00 0.7854 0.250[} 1.94 2.46
Critical Depth 0.420 ft 0.42 0.3132 0.2220 100 3.19
Normal Depth 4.510 ft 0.51 0.40 0.25 1.00 2.48
HVIJc 0.657 ft
HWn 0.654 it OUTLEI' CONTROL
HWp ft
Submitta1 Checklist
for Road &Drainage Prvjects in Spokane Cvunty - PlatsiShort Plats
Tizas Subsizittal Clzeckdist is ta he corrapleted carid signecl by the Spcrrasor's Engiraeer, aiad ancltrded with euch plan
subipatttttl rrrto the Spokaris C'oarnty Eragirreers 4ffice. Tf t1rrs fvnfi rs rrot firlly coraipletad eand signerl. do izot
sirbrriat plaias and calculatcons ta Sprakarre G'oiryaty for revicew uyrd accepfcriice. Incornple[e stebiiiittals wald be
returned afrd widl cairse unrrecessary delays foryour client
Project Name:
Spok~e Courrty Project 1Va. 1 0 l r q 8 Date: ~
Pro>ect Engineer. lAlatlo• PaC.[ ~C, Phone: `~51A- (a 2q'C7
ProJect Spansar: Fo-mAi Q~~~-l t fiA (,LX~C.i"! OA Phone: I r 5 Ei 5
~
A. P'reliminary Prncess
T'riar trr Submrttal of Road and I)rairsage Plans, the following eWents are ficr haue a1ready oGcurred.
(By ci:eckang each rten: off slaawn belaw, you nre statang that you have ver f ed tlrese evenrslitems lzave besn ccrmpletec!)
'A Adcrption of a Heanng Examiner's Repart far thrs long plat, or a Planning Report for this shQrt plat
At least ane Pre-I7esign 1Vleetting has been held with County staff at the Engineers C]Ffice
x An "Agreement to F'ay Fees" has becn signed by the project sponsor, and submitted tra the County
Engineers Dffce.
~ A Channeliaatian Plan (e.g. signing and striping plan) of public roadvvay improuements, has been
csaordinated and discussed with the County Engineers Offce.
S. Road and I)rainage P1an Submittal
The items Iisted below are to be provided as a mintimum with a road and drainage plan submlttal Addational
infosmativn rnay be required ta demonstrate that the plans mcet all applicable standards.
(By checkang "yes "for each rtem shawia beTowa, you are verafyrng that these items have been csampleted and are iracduded rn
t1ris su6mrttad Frar any bor checked "nJa rr ivrittenjustitiGotron of aiiy omrss+ons at the etict of tliu secttan ts reqcrrred)
ltem I?escription
ryes-) RQad and drainage plans, twa print sets. (Certification statement Qn cover of plans)
yes ~ Qne set of plans pn 24" x 36" mylar rnedaa, or CAD electrcrnic file DWG or DYCF
farmat
GOP - Each Pian Sheet of record is signed and datedby the praject spons4r.
~ The rvad and drainage design meets the requirements of 5tate law, WAC 196-27 regarding
"confnrmity with accepted standards"; that is, the design reflects the "state of the practice"
fvr the proposed cancept.
es The pl'ans, Llraanage 1ZeparC, basin map(s), and any other calculations are stamped, signed
and dated by an engineer licensed in the State of VVashington.
es nfa Drainage Report, two sets "fa include: basin map(s), time of cancentration rautes 3n basin
map, and CerCification staternemt on cower of report and basin maP• aacc,~ T_-0_ 4ec, &n_L,4
yes ~ GeoCechnical Report, one set. {Tnclude all soil test pitfhhvring lags.}
yes rn.Ja Struciural Favement Calculations, ane set -(,-Irt-RdA 5WomLMtA
I'Y-Cs ~ nla Cross-slope grade calcuTations frar road rvidening prolects
~ Item Descn'ption
yes ~a Ma3ntenance Manual and Stnkgng Fund calculati6ns fiar drainage facilities located outside
oFCaunty road right-of way.
es nta Wntten explanation of wholrvhat entaty wi11 be resp4nsible for nnaintaining drainage
faci➢Lties vvhich are 1QCated outside of public road nghc-of-way, and tha# the plan is
acceptable to the County Engineers Office.
es nla Channelization Flan, or sxgming and strrping infvrmativn provided in the rQad plans. To be
inc]uded in road and drainage plara set.
es nla I have read the Hearing Exarniner's FLepart (lang plat), ar Planning pept. Fmdings and
Conditions (short plat), far this prqject. The design meets Che conditiflns in the report.
yes 60 Copy of Approved ❑esign T)evgatians.
es Na) F%re i]istnct Approval, for private roads.
~s n`7ra Lot Plans. Required for any lots with drainage easements and which ftont a puhlic road, or
for Iots which receive and treat runaff from a nublic rrght-of-way.
yes ~_19 A.rsy applicahle 5tate an€i Federal permits have been obtained. (i.e. HPA, JAUA, etc.). FQr
Permits with canditians, a copy v£ the permtit and conditions are mcluded in the plan
submittal.
yes nla~ Inspection Agreernent bet«een the sUonsQr and its engineer. a(aDAui S[r-bMi +4cdL
yes n a For ❑ff-site easements to be granted to Spokane Cnunty, the followanglitems shall be
irrcluded. Zegal description, exhibir, and proof of awnership.
e~ nla Ervsian Canxrol Plan, required fur "Major Land-Disturbing Activity." To be included in
the road and dralnage pl'an set.
Explanation for any ftems listed aboVe whlGh are nat included in xhis submittal:
(Note. an snsufficient gushfication of why an item was not included in the subrnstted, [ar incvmplete dDCUZnents, may result
ua the submittal being returned withuuC review vr without acceptance. Prvvide attachments if necessarY )
By signing below, the engineer is stating that the inFormation pravided in the submittal is eomplete, that the
inforrmation provided in the Subrnrtta! Checkdist is accurate, and the plans and calculatsons are m accordance
with the 5pokane Ccrunty Standards for Road & Sewer Ccrnstructrorr, and the Gurdelrnes for Slormwater
r'Lt'anageinent, except whjr~ an approved esign Devi ti n a116ws 4therwise
Engineer's Signature: ~rv Date:
Engineer's Name ~ N, e1
'[14~~tY`
(piease print)
lf there are uny qarestions ahoiet this forrn or approprirrte procedures, plecrse ca1! Levelopment Services,
5pokaite Countv Public Works, at (509) 456-3600
For Spakane County llse Unly
;ubmittal Na: County Plan Rewiewer:
Accepted m for Review or CQnsfiruction
Retumed to the engineer vvifihout review andlor acceptance, See attached letter of explanation.
Processmg Da#e:
Submiktal C'hecklist 2
5pakane Ccaunfiy Puhlic Warks; April 29, 1998
INL.a►ve PaC►FIC ENGrrvEFRING
PRa,rECr INFoRM►a r►onr rrPrcaL sEcrIaN sAra
Projecf A'UTUNlM P1.RCE Raacivvay haff wrdth ENTER--a 20
,Jak 1Vo 9$371 f2Qad Name ENTER- 12th AVE.
D1sc No LeR ar Rrght ENTER--> LEFZ
Fife Name P1111AT0ES.W82 Edge Type TOP 1]F CL1RB
Calculaled By SKM 5tation fnterval ENTER- 50
MINIMUM MAXIMUM ~ • ~
0lST D15TFROM E.P. ELEV. E.P. €tEV.
C/t TD .6 SC.DPE EDGE CENTERLfNE (4 5% fmm (-2f from SELECTEQ Edge Paue.
C / L % SLQPE SA'WCi1T SAWCtlT C I L TQ PAVEMENT TO EOP sawcui to sawrui to E D P to Gulter Edge of Pu. TOP OF
STAT1pAI EtEVAT1pN C/L EtEVAT1ON (FEEF) 5A1MCl1T % 5i0PE ( FEET) edge of pvJ edge af,pvJ ELE11. I°1o GR4DE °1QGRADE CURB EL.
133451 206940 ERR 2069 52 $ Q0 -3 5D ERR 2000 2088 58 2088 88 206045 -5 59 ERR 206895
137500 206875 -1fi 1 2488 57 800 -2 25 -1 38 2000 2068 03 206833 2[]68 27 -2 5[} -0 4S 206877
142500 2088 25 -1 00 208800 800 -3 13 -1 14 2000 206746 206776 2067 57 -3 58 -1 40 2068 07
144500 206805 -100 206778 8 Ua -3 37 -110 2000 206724 206754 248729 -408 -7 40 206779
145457 206794 -1 1 S 206766 800 -350 -1 25 ZU UO 206712 2067 42 2067 18 -4 17 -1 36 206766
EoP 5TA 5A-x-y-- uLT Et.LRI. V►ST• ~RDAut Eof ' eLLV
t4~~ To anp
o. oz5 zc~ca~. Sa
1~~~•~I -2-ototo• Sa 121
9.9`7' o. 024D lS-tiZ~ ~c~_ c~~t °1. asr (!D. CaZ0
J 1~0 U E~ 711Pvmides wh 2~~ ~ L ~ r~, Qi O~~ 09109199
Pipe Flvw Calculation INLET TC) DR1'1NELL PONQAI 98371 AUTUMN
'PL-A-CLE
Flow 1.000 cfs Out I E 2061.1
Diameter 1.00 ft I n I E 2061.31
5lvpe 0.010 ftlft
n 0.024
L 21 ft dldia A R Q V
Qepth of flow,d 0.9 ft 0.90 4.7445 0.2980 2.(]5 2.77
Flawing Full 1.00 ft 1.00 0.7854 0.2500 1.94 2.46
Critical Qepth 0.420 ft 0.42 0.3132 [].2220 1.00 3.19
Nvrmal Depth 0.510 ft 0.51 0.40 0,25 1.00 2.48
Hwc 0.657 tt HWn 0.654 ft C)UTLET CONTRC)L
FiWp ft
Pipe FIQw Calculation INLET TO ❑RYWELL PC3NDAI 98371 AllT1JMN
~LPvL-e
Flpw 'I.Qaa cfs Out IE 2061.1
❑iameter 1.00 ft En IE 2061.31
Slvpe 0.010 ftlfif
n 0,024
L 21 ft dCdia A R Q V
[3epth vf flvw,d 0.9 ft 0.90 0.7445 0.2980 2.06 2.77
Flawing Full 1.00 ft 1.00 0,7854 0.2500 1.94 2.46
Critical Depth 0.420 ft 0.42 0.3132 0.2220 1.04 3.19
Normal Qepth 0.510 ft 0.51 0.40 0.25 1.00 .2.48
HWc 0.657 ft
HWn 0.654 ft Ol1TLET CONTR❑L
HWp ft
['ipe Flow CaIcufation 10+45 RT. NEWER CT. #98371 AUTUMN PLACE
Flow 0.330 cfs aut IE 2063.91
❑iameter 1.00 ft In IE 2064.44
Slope 0.010 ftlft
n (1.024
L 53 ft dldia A R Q V
Depth af flow,d 0.9 ft 0.90 0.7445 0.2980 2.46 2.77
Flowing Fuli 1.00 ft 1.00 0.7854 0.2500 1.94 2.46
Critical Depfih 0.230 ft 0.23 0.1365 0.1364 0.33 2.42
Narmal Depth 0.210 ft 0.27 0.17 0.15 0.33 1.93
f-IWc 0.366 ft
H1Nrr 0.357 ft C)UTLET CONTRdL
HWR ft
Pipe Flow Gafculation 10+45 RT. NEINER CT. #98371 AUTUMhl PLAG€
Flow 0.330 cfs f7ut IE 2063.91
Diameter 1.00 ft In IE 2064.44
5lope 0.010 ftlft
n 0.024
L 53 ft d1d ia A R Q V
Depth af #law,d 0.9 ft 0.90 0.7445 0.2980 2.06 2.77
Fkowing Fuil 1.00 ft 1.00 0.7854 0.2500 1.94 2.46
Criticak Qepth 0.230 ft 0.23 0.1365 0.1364 0.33 2.42
Nvrma9 ❑epth 0.270 ft 0.27 0.17 0.16 0.33 •1.93
HVl1c 0.366 #t
FCWn 0.357 ft C3UTLET CONTROL
HWp ft
1NLANi7 PA C1Ff C ENG1NEER1IVG
PRDJEGTlIVFf1RMAT1dN TYPICAL SECTIC3N DaTA
Prnfeet RLITUMN PLACE Roaclway haPf wjdth ENTER- Zp
Jvb IVo 98371 Road Nama ENTER- 12th AVE.
Drsc Na Leit or Rrght ENTER- LEFT
F11a Nama PVMTDES.W62 Edge Tyqe TfJP QF CLJRB
Cafcufaterf By 5KM 5ra[iQr+ IniBrvaf eNrEa- 50
MlNIM!!M MAXI1l9i1M
815T. 015T FRQ1N E.P. EtEV. E P. ,ELPII.
CiL TO f 5LL1PE EiDGE CENTERLIME {4.5% irom {-2% from sELECTED Edge Pave•
C ! L 3 ' a SLOPE SAYVC+UT 5A WCUT C J L Tp P R VEMENT Tv EOP sawcut to sawCut to E O P to Gutter Edge vf Rv. TOP OF
STRTION iELFVRTiOIV C/L ELEUATION (PEET) SAWCUT % 5«PE ( FEE7) edge of pv] edg8 vf pvJ ELEV. GRADE °faGRADE CUF78 IEL.
1334 61 206940 ERR 2069 12 800 -3so ERR 2000 206858 206888 206845 -5 5$ ERR 206895
5375 00 2088 75 -3 61 2068 57 Bod -2 25 -1 36 2000 206803 208833 206827 -2 5Q -045 206877
142500 2058 25 -1 00 206800 $ U0 -3 73 -1 14 2000 2067 46 206776 2067 57 -3 5$ -1 40 206507
1445.00 206805 -1 00 208778 800 -3 37 -1 1Q 2000 2087 24 2067 54 206729 -4 [}B -1 4p 2087 79
1454 57 2087 94 -1 15 206766 800 -3 50 -7 25 2000 2087 12 206742 206716 -4 17 -1 3B 2087 68
e0P GA`.Lk-Z..AFl4l~ l'J°t 7 l(Ill-t-CC)
S'iri4 .5Au-,~_-uT ez.ej ot s'r• FC2DAA X_ sr...a9E EvP ~
~ ~
1-5+2fo•21 1l' C) a.S zt3[aCp.'.~
l5+ 15D Ct .97` 0. ozo 2-060(0.25
15-k--75 -1.8s~ C). Ln:zo 2-04Ps: 111 ,
l Lo -t-L-JO 2.+oc~ ~ 5:7' oza Zc)~. A b
J 1Cl0CllMEN719$3711pvmides wh2 1 05/09799
INLr4 N!] PA ClFlC FNG11VErERING
PRnJECT INFvRM.arranr rrPecaL sEcrrou Dara
Pto]BGt e4UTUMN PLAC'E Ra8dw8y h81f width ENTER-a 24
Ja6 No 98371 Rflad Name ENfER- 12th AVE.
Qisc NQ LeCt orRight ErJTEFt--> L,EFT
File nfarrre PlIM7ormS W B2 Edge Type Z0P 47F C U R8
CefcuPated By' SI(IVl 5tat+an lrrtarval ErrTER•.> 50
~
' h+!lN11HUM N1AXIMUA4 Q15T. DIST F1RpM E P. ELEIA. E.P. ELE54
i;JC TQ 4a SLC}PE Et]GE CENTEF3LIIVE (4,5°r fmm {-2% frvrrr SELECTE❑ Edge Pave.
CIL % SLOPE SAtNCGT SAIMCUT CR TC) PA'4'EMEA1T Td7 EOP sawcuf fo sawrcut ta EOP to Gutter Edge of Pv. TOP OF
STATION ELEVA71f?N C/L ELFIIATfON fFEEi7 SAWCUT % SLQPE _ ( FEE'T) erlge af pv) edqe ofpv) EtEV. - ~ 30 GRAL]E °!Gl4.4DE~ CURB EL.
133461 206940 ERR 2069 12 800 -3 5Q ERR 2000 2068 58 2068.88 208845 -5 68 ERR 206895
137500 2088 75 -1 51 206857 8 00 -2 25 -7 38 2000 206803 206833 2689 27 -7 50 -0 45 206877
142500 2068 25 -1 d0 206800 800 -3 13 -1 14 20.00 206746 206776 2067 57 .358 -7 40 206807
144500 206805 -1 {10 2067 78 800 -3 37 -9 1 G 2000 206724 2067.54 200729 -4 08 -1 40 206779
145457 206794 -1 15 206766 8 00 -3 50 -7 25 2000 206712 208742 206716 -4 i T -1 3fi 206766
EC]L GAt-C.u~...AT005 '~3rA 15+2JO, Z1 7 l(Ot-00
trrA SALLr_wT +ELEi. Dk 5T'• FR,,DAn Xo swpe
~ ~
I'S~~•Z~ ~o(vt"• ~ 12' st)
45+7zx0(.-. ,q5 cI.c=C7' a. o?0
I5+`15 zo (06. Ln~t -Z. SE~ a. ozo l Ga -E-00 7-ovs,51 -~~'.7 ° C] • a 7[~ Zc~C~. ~4 ~
a %D0cuMeNn98371kpvmtae5 wba + 09109/99
5
L~~~~~E REPORT
GFFIC1AL PUBLIC DflCt1MENT for the
SPaKANE couNTY ENGi~~EFVs OfFIM RECElVE[3
~ ~ ALAutumn P lace AUG 3 1 1999
MOJEcr # ,i*
SUBMirrAL # z Flat
sPaKANE couM F-Nc~~~~R
RETURN TO COUNTY ENGiNEER
Spokane County, Wa,shington
August 1999
The desiga irnp=ment~ shown iu this set af ~tans arid calculations can~r~rm tn the
ap lica~le e~iTJnns nf ~be S vka~e ~ounty Stanc~ards fv~- Road anc~ 5ewer C~anst~ction
' and tbe Sp+~l'~ne iCo~jLty Cuidelines far ~torm►~ater NTanagemcat. ~n design deviati~nns
har~e beea~ appror~ed b.y the S~vl~me C+~unt,y Er~gir~eer. I apprv~ve t~ese plans
(Ralculations} for constructiDn.
This report has }aeen prepared hy Susan K. Murphy of Iriland Pacific Engineering Compa,ny under
the direction of the undersigned professivnal engineer whose seal and signature appear hereon.
W
wAA .r,,~~~
AT
~ x
~
31398
- `~far~AL~~ ~ q
)ExRREs 5» / 61
Ann E: 'Wsnkler', .E. ~
DRAINAGE T~CHNICAL RE,PORT
fvr the
ALTTT.JMN PLACE PLAT
IPE #4837i
AUGFJST 1999
Preaared far:
Family Quality Constructimn and I]evelapment, Inc.
P.Q. Box 905
Otis Qrchards, VVA 99027
P"repared By:
Zn2und Pacific Engineering Company
707 W. 7th Auenue
Suite 200
Spolane, F3'A 99204
(509)458-6$40
4-n
I 71 r rt L HIPPiE
IL 01 ~ WHIBPLF ~1 ,P q a ~ + m
~ C4
~ r IHE5 a y f ~ I ~F PfNES: AQkp m~ v wH~ o~e
~ CHEAR NER~! ~EANY ~XFFXV `P Y p~~~.r7 _ AOl9❑
~C.qEn
~a 11: 2 ~M0111 S d 2
` u
p ~ HOGI( HOVrt M~L1K
H71SIM a m S d ~.y~3N~ ~y CflplF m~
CP.l1N8 QL H GOLLlNS ^~I x Ci~~ ..„s CDLGNS m m n~r ZM&k 6
C LLIN$ ~ VERC p m V ACL VE1tC4EX CBFSY LN R 7` ~ HOI!!S x~N~. ~ •e
. V C!E VEqCLF.R VERCL~ER Rp =^w•~ ~ c y~ypy yp6'~
3 y S~ f~ YIHCIE:Ia FT~ _
I ~OT ~ S FGI fa - a ~~~HF Wu • ~ x ~N
t 1~LS `ar [~nLaWH vIFGWU ac ` YIRG3HIA i a
Qq E1 RRONl w a R~1 ~r4~ p•b,~ c' ~ N R i w~L 45YH~~ +WN YlOO➢L WN xpG-•••E~Ww V.- ~pLqYIH
130, x ooree~ ~ ~ • ~ ~ y ~ ORR g ~ uo~Raw ~ uanna ~^~6 Lm ODLD R 7AI7 Q ~s ~-gtt,~,
132 ~ z,T m P ~ 'h a C41W ! ~,r`~
fRY O`~ c ~n a z ~ m A n y FK~'. s a z CLINiDN R3k p.,j ~f~''
.Ni ~ Q ELLEF m' m A e T o . ❑ mm a ~ m ~~~.,'+~x•~
71~Y x ~ OA~ y 8E a ~
7( 134 ~SE 'uceaae~~ currr ~ m,'s„ A ~acea 7pcCpBE a 3 q a~ z
BLRKE F P~ m m m m m
+y -4 AVAL 6 BLA]iE RDAp ~
* j`~~ dnafE a ~ ~ m ~ C E67H lN uAYNE ~
■ ~ y ~ T
YNER ~ r 11A1AER RD m IRTNE ri
138■ ~ m rAA1E m RD MatFFR T d1Ah1ER ROAd
~ ~ sOpVlS~q g 4 m -3-
, ■ A RA I oAcr
■ ~ + ~ ~ r ~ ~
"a EVrRGREEN
80LIVAN a-~" AOAI) y EVEAGREEN m RQAip 14~ ~
140 -
Bp q~p k /
jl wuEtILT = 811HMEi1 YAn BRN Elf AG ~Q~IYAA e0L]Yxa 90knxn r
v W= /
q m A
L!l Lq 9011 AA ~ 60 ln~-
f ~ 1 HYlQWR ~ [iqLP QAwN ~ m BAypEb EN _
n '~4'~ ; BQ4IVM1R ~ BApHEN RHNENa ~ ~ A ~ ~ ~ ~ .
BUMN 9B09x H T7 +at' !9 y eAxMEx 8 5 eEST 9 m _ F ~i
p m F ~ ESi V! b
µ 9E57 RP m t F~fil~, REE9 v 1fEE5 SESi y^,•, 9EST P.ESI eaxen
'qQ CALVIH i AEfS
a n ~ `z
0 CALYIN R ~+F sacvId CAI~ lN m
CxLVIx Lw C A ~P CALYtH c I
1VAi- 1kAAREN r 'tt;aREN r ~ i
S~ e -
~ M ~'aABEN .s~ ^.a.~a FEN v lARREN)~
RDAHS ROAD x~ R°a
I ADAM:~"-'' "
~~~o- " ~e►n u ax+-~ - ' AOAE] I
'~8
' ' •-~a ~ ~ a NAFCVB ~ ~ . ~ p ' f ~
~ ~ C* ~ ~ Gi9 Wv u AIGOLO ~R~ ~~a r 3 ~ bx1tCUSC
1h' I
m N ~ B~NN ~ » BUNMS m a 6 BuHHS ` HIIR~FS PQ ryl
. 150 -4 y 6 ~ ~ eu :hs
RROGRess AQad i pAOGRE35 AOAD,'
152 8i SIfAHLE4 RQ y A p~ < - $ ? ~ ~+T~
- S061A1ER 50~ s a m 8r xBEE9 N6~ ~ ar c al~S fI 1 ~p
Y~R9 CK . ST CNA Lf 9
s NuER a d~ n~ Q y31tlrH ~ 15
RO >
~ WENCS ~ rrE !a ~ r+£1vEF ~ H ~ ° m fi° y ~a pr a'^ e C i
souc
o
1 r j 4 ( SULLIVYIH NEWC~Q LENi4F9RP CFMIi V E AY EH[IfFY N E w ~ll q^ ~ q
LH suLLivnN ~ p
d Oao ~
~ x °Pi6Ng£IILH I y PIONEER C7
15~7 v
~'F A R OqEER c
! N
ISB H~~~~ 8 z 1 ~ ViN3BNtl es ~al9ERLAHE ~
m AE Lk r ~
■
,Ly ~hcx ~s %Lti N ~ x' + yo nR%7NUq x
9'~d y~7~ ~~R o~`` 18 xH O5 ~A R ~ ~.Q ~87F c !qp 'g b 5H~' ~
~ ry1 ~ ~ A x'~Oyp A~ CdNNERY ilD
162 CoNxun Ao F o
fly ' m c x
t^Y'!1~♦ -:E CONIfLIH y'i
164
C6ak1x~ C~ Y S, n ~~v SC±r~ H y ki m~ (n
z b q4y~ q ~ ' . r,}'~ °m a . ~ ~ lHB. pAdIL
166 6 Nr7kNa~ w ~ROC+( 57 ~.•--Y"~~--"~ C,iRHINE ~ 47H5T I
# ~oNTp 4
SH RaCN LN
168 ~tt; m Y ~ ~ ~ ~ 9rH ST
z s , o STEEN Ro
R ' x ,cr
1701 evIEe ~
CN4FG~M ~..p R 'iH G x ~LSP R
aG r ~ ^warau Au~ S? ~ 4 p ...n w ~ ~
FLoRe
172 eo ' ! ' FLU
w I9 ~i 5 F~ ' c~ 4....
Ls 6" A ~ I- ~Q 1
Ak oF4L
a C SG" n
174 ~ x AR 0AC cr +r$i P 9
e
^ ~ ase °w h ~o
rn N~ 1'SC! :qLEY h a
s ~
SC/41tLE'.!'i ~ 7SLHIH
- - TSCHIRIEY RO T:[JR81N =~~~19~EY
~ ~ ~
CD Northwest Map ServlciD
~~.r a, a„ „n - ~ _
-
SFD!(ANE COUfVTY, WASHINGTflN - g3HEET N
(Jorns sheeF 67) R 44 E 4. R.45 E _f'_-
'
a~~ - r uPL, ~~•`'~a`!~ a'r'zp''.~--~.7:~~ 3:..- ~Y .a t
k ~~°t 7r ~ 1' • ~ ~ ~ J '3'~$~ ? • z ~ s E ~ C" - i . ° iJ'' ~~`~°•`i.
t~,. ~ , ~ac1'~~l~s ~ c~ y w.~,''~~ , • • ~
~ f s• ~S - t" ~ . ^ 9 ~ g=; ~'~E~j~a ty~ 1
~ ~ ~ ~ ~ ~ i~ ~
'•G--;, - :ara'- ' e`ttC s~yr~~°4tall •r °z y ~ .
s,
~ i ~ C~6uA r
~
o-
''~r.'-,. ' rk',~ ~=S a`i~ ~i ,~F. „~6R, 5 ' •~Q± r.rk y ~ "
~ " ~_:r,,~i; -•;•'a.r3 a~y~v ~ • j`c.
_ ^~~d ' ~,~4 ~Y • 1' ~r p =~k'x„ ~ ~A ~ i: •S«, g~ ~ " ~ ~A ' h
, " ~ _ n ,~,t ~ ~ '~D.t. ~ ' t
°=[°i~C~ - _ •~i=
i ~ ~~v ~...Y rs~ , ~4 `~i~~t~~~`~`~ Yyk~'~r ~ ~
~ ~ ~;,i3_: ~ ~q~'e~',~`"-`~~ i • ~~f~ , ~-~~`a. '~i'-~"
'^Y~i`:r ~ .3~ ~ ``b•'y~ 1 Y:~ ' d:[:_T} ~ -y
k ~ S ' H ~ ~ ~ T ~ V•.
~ ~ „ s~ i:~ • ~ 3S, s~, ~4 4, tq y~~ ~ .y~F ti~,i '~f` ~ , d
~,"..fi*"a''~'~~~~y.~•• ~ g ~rJ
~ ;~s z-;^ ~ YC''3 i y ~ ~
Y ~ ~ lh~~' ~¢5,~~ { hr_ - ti~' ~ . w F'~'~ -+'~"~,,,orr, ~~~pF A~ ~ •r~.
~ I ~.,T~~.~~d~x.~ ~,r~~"''F2~~i: 5~~~t't~ G~~'~° i~~ 4~:-'..~ a. ~ _ r...hi i ~'s'S~.fs,~' S ~~{g~-~''c"P,-~ v.` . 'g- ~ ~,e~'~_~' I'~,~'~"~-~e:~. + ~ ,,.r.= ~ ?i " ~ tiA; 3 ; 1;
N a"2'1~ ;r'! ; " bs ! - . ~r,_t,S:- p `L~j Y.~,~" • ' ,Y3 -yx. t n~"~ss'~J'v,; :~5~~:_ ~ `=sr;ti, t~~$ ~
_ ,SK '~Y'~?A''1'r ~>,`'"~~;~~•:r 7 i~' "g~' ~;'~"tP. ~ E .
{'~'"Y S~~^ _ `q'~ ~A~'~' - ~ 4 Y $ 4' ' g...' •~i+~ v,tu+~ fs
6 ,~Y ~d~~ s:~~ W • ~ ~~3~ ~ J . .tQS 1~ ~ri?~ C`.~§y'i~~^ :
~ ~ ~ !K!
~ ¢ ' ` r K ` J ^~,>r ~V„~~„! ~ , r..
M=
~ M qc,, Pg: 'i~ 1~~'~ . ~ t•~'GS3~~s 7.,r ~1:+3'~'.e•
; j ry ~ _,4wvy"~+;a~,~yq. 'f~•.v ~ • -s. , C~inB
_ R~.r'~~7~•j•r-r]~.~'"~"~.G~~-a f~. ` ' ~;~s[~~ ni~SS?~ ~y y~rr:
. ti y~ ~s~ TE ~~'~.2' s~ ~ . ' e1'~qe~ i •
~ r„c' ' • a ~'x '~p t ~ ~ 5`~'}`~i'[tw ? ~r~'~z~' ~
' . ic~'~~ i ^ Ifi ~ i'✓ ~i-' 7~' ~ $.~•.~'~.SV . _ . . . N J d ~ ....n n ~ , n
L-. 3(r E y 3 C~ }
, I
°
q~~
~ ~ ' ~K ~ ` r•,"~'~.~r'- 4„° Pc~w'S ; ~,a's,,, ~•~a.'-~ ' ~~ti
4 ^ ~h!~. ~ry ~ •y"~.~~a"i~, ~Y" aj F!' ~ . 9~~)`' 'i';1~ .,...~'~~S~.T°,~"'" t- - ~^h~~ ¢
`s ~ `l~~'"!°X`w'~~, L `~Gtl~ ~ _ - tb~
~I A` I''.~, • ~ " ~E~ ~ „
~'%a rv * ;3~ as~ °'~v+ 5 ~ _ , .'~'r 8~~` ~ ~ ~ `P ''p `f'i'~bs ~ r •
I~`;;
~ y ~ 'k
Y:-w.~.ti ,~'~i`• ~ ha'~4 ~y~~~~ry~}`.t"'.-`- .n. ~~~;~'-,c~,~
i ~ y''~'. ~A ~ ~ '»,;r~.
t .f..~~ ~ 7~✓
~ +~i ••S -
a~. " . ~ n • ~3 '~i ~ ~",i~'yi.Y ~ c ^ a k' " i fx ~ ~ . ~ ~`Git. ~
's .
; Autumn Place Ptat
_ £)rainage Narrative
GE1vERAL
The Autuznn Place Flat is a 4.2 acre develvprnent of 14 single famidy residential lvts lvcated
narth and west of the intersection of 5ullivan Road and 12'h Avenue within Spakarae Gounty,
- Washangton. The site is currently uacant wi#h field grass as the predvminant land caver and
- vegetation. There is an exis#ing hvme adjacent #v the Auturnn Place plat, at the narthwest corner
of 12`h Avenue and the prapvsed Newer Court. Single family residential develapnnent lies ta the
east, south and west. A vicinity and location map have been included within the technical section
of khis document.
PL7RPOSE
The purpose of this report is ta determine the extent of storm drainag;e facilities vyhich wi11 be
required ta dispase of the increase in storrnwater runvff` created by the deVel6prnent of the
Autumn Flace plat. The storm drainage facilities an this praject wild be designed to dispase of
naaioff from a ten year design s#orrrt for onsite basins, and a fifly year design starm fvr thvse
basans tfiat include vffsite a.reas, as required by the Spokane County Guidelines f+ar Stvrrnwater
Management, dhaugh the calculativns are alsa included to ven'fy that the facili#ies alsu generally
cantain the 50-year storna. This develapment is ravithin the Aquifer Sensitive Area of Spokane
County and is subj ect to'268` requirements. For this praject, the 10- and 50-year curves frvm the
Spnkane, Medical Lake, Reardon, Cheney and Rcrckford intensity curves were used, as well as
the SCS iso-pluvial rainfall curves. Fer directian from Spokane County, the SCS cur►res have
been finther refined with the NOAA iso-pIuVial cun+es.
ANALYSIS MET'HdI7OLCIGY
Fer the Spvkane County Guidelines far Stonnwater Management (GSM), the Rataonal Method,
rvhich is recornrnended for basins less than ten acres in size, will be used tn deten-nine khe pea.k
discharges and runoff vaiurnes for all onsite basins. '
PRGJECT DESCFIPTT'~CflN
The Autumn P1ace subdivision is laca#ed in the Sectivn 23, T. 25 N., R. 44 E., W.M. within
Spokane County, Washingtan. TO_PaGR9PHY
The existing site naturally drains from nvrtheast 4o svuthwest, sloping towards 12~' Avenue.
Within the p1at the natural tvpagraphy was used as much as possible to route stvrm drainage.
Howev er, due #o the flat slvpes and the County's rninimum requirements for slvpe, fhe rvadway
prvfiles have beeri fQrced down to facilitate drainage by lnealizing low spots for pvnd placement.
Due to the flat slopes encvuntered, no concentrated pre-existing flaws were vbsen+ed nor were
there any signs fihat arp}rthing other than sheet flow and grvund absarptivn have vccurred an this
site.
Infarrd Pac~ric Engineering Cwrepdny 1 rturumn Fface Ffae Druinuge kepure
I '
The genera1 slopes within tais plat vary 5°om flat to nearly flat with the maximum existing slope
i at 0.04ft.lft. Generally, the area within this platted portian of the averalI preliminary plat wou1d
be characterizeti as flat, with slopes ranging from flat #o 0.02 ft.IR. For development purpnses as
stated the natural sloping was used far design and is maintained as possiiale throughaut the
proj ect. -
, - S(]ILS
~
As ean be seen frorn the accvmpa,nying soils rnap froan the Spokane Cvunty 5oils Survey as
- performed by t.he SCS, the site cansists of one type of soils within the Class B type. This scril
_ type is described as fnliows.
GmB -Gareison very gravelly loam, 0 to $ pereent slopes: Snils withira this soil type a.re
svmevvhat excessively drained, gravelly ar sfnny soils that form»d under grass in glacial outwash
mixed in the upper part vaith volcanic ash. Surface runoff is slow, and the hazard of erosion is
slighf. Spokane County Guidelines far 5tormwater Manag-ement indicate this to be a Soil Graup
Type B and pre-approved for dryvvell instalIation.
Hydra[ogfc Soil +Classif cation - B
DRAINA+GE NARRA TIVE
of, f'sire
Based upvn the general geographic tendencies of lhis site, offsite flows are anticipated from the
south half of the lots within the Craig subdivisivn tca the north of the Autumm Place plat.
Therefare, the sform drainage facilities for the basin labeled `A' on the @aasin map and within the
drainage report have been designed for the 50 year stva-m event due tv the affsite area, as required
the GSM.
Onsite
As this plat is within ihe aquifer sensitive area of 5pokane Caunty, the runaff fram the first %x" of
rainfall vn the stree# imgervious areas onsite wvill be coIIected and treated using the "208" runoff
method as described in the Spokane County Guidelines for Stormwater Managemenf. To
facilitate this analysis the Autumn Place plat was r3irided in#o 6 permanent sub-basins (A1-A4,
B 1 and B2). Althaugh there are 6 basins, these basins have been combined where practical to
utilize the same pond ta meet starsn vulume requirements. Tab1e 1 lists the basins and pond
- combinations for easy reference.
Basin C, i15 de5Pg1°I~ted Uil trle eriGPQSed BaS3-n Map, encompasses the back half of the lots an '
- the southern side of Newer Gvurt. Assuming thaf ihe back yards of these to#s wi11 be graded
cvnsistent w ith exYsting grcaund contours, and that they will be landscaped, flow in the develvped
condition wilI decrease from the flaw in the undevelvped condition, due tv khe lower "C„ factar
flfthe landscaping (0.10) veastas the existing graund °`G„{0.25} .
- Inla1rdParrc F.nginecri+rg Comparry 2 ,fuhrmn P1uce Plut Drn[nnge Repnrr
i ~
- , Table Na. 1
inwmm
,
, FS , "
FtUI~T'QFr0ff"'E
~
+~'ICIEN~X, S ~ - ;~~~•D~~i?~E~~~I►I~ICCi UN~~ S P~"1~. GR~~S_.!~RE;~i~(DUIGAc)4
°•~_:-A
A~3T~!]11~iN FT.,AGE ° ' ~ • ; R y
- ~.s:..~-~:.~~~~•~:~.:
- ~k:., 4* rv rr p. Fa: 4
~n
, Basfns F(,S,FFURniMts D~ICA~~~*~
IA~)
~
S1.1 59~3001 F 36 4.5
A2 40,000F4.92 3.5 - -
A3 57,60011.32 4.5 - -
A4 6,400l0,15 .5 - -
A 763,30013.75 13 3.47 0.30
S1 13,20010.30 1 - -
B2 23,50010.54 1.5 - -
B 36,700l0.84 2.5 2.98 0.25
~ FrlJ77i TRGlB I, PGge 6-2 6f tI7e .I~'YP1!deIFRCS faf' SIDtIlIWR1eP MR73RgeIReRI, FCbf7lRry, 1998
"208" C"a2culafions
Within each basin the stt`eets are divided inta sub-basins by hagh and lvvv rnadway profiles.
These facilities capture upstrearn stormwater runvff &am the impervious street surface and direct
the nunoff inta grassy'248` ponds. As shvwn on the '208' caIculation warksheets included, the
'248' stvrage vsalume pravided is adequate to perfarm'2D8' treatment for fihe runoff created by the
first halfinch ofrainfall.
Curh Inlets Calculativns
Tt is necessary to eheck the adequacy of the curb inlets provided: ta divert the runOff from the
gutter int4 the '208' ponds. The curb inlet calculatian sheets included show the required lengths
of curb npenings. Fcar curb inlets greater than 4.0', either multiple curb inlets are added or the
curb inlets are lengthened as requxred.
DRA TNAGE CALCULA TI()NS SUM14~L4 RY
+Galculations haVe been incTuded f+vr Drainage Basin cvnsid'erations such as Pealc Florv, Time of
Concentration, "208" sizing, dryvvell requirements, in1et sizing and curb inlefs, as well as culverts
and pipe flc►ws, svme of whiich are summarized below u+ith the remaining calculatians included
in the appendax.
~
, Inland Facifee Engweenn& Company 3 Aulumn Placs Pra! Ilrainage Reftnrr
Within the calculation section and where it has been determined necessary far clarity, several
sketches, as weil as details from the plans bave been incorporated to demanstrate assumptivns
- and conclusivns.
8.9S1N I3ESCRIPTIQNS
Rasins A and T3
Within this plat, and due tQ the general geograpYuc features, several basic assumpiions were
followed and can be used tv describe each }aasin. First, due fo the rela#ive flatness of the plat and
praject rricinaty, rninimum rvad grrade is limited to 0.008ftift; second, all ponds will be af the lat
gond configuratron; thbrd, that wYeere practical, dryvaells vviZl be minimitied by cgm}aining 6asins
and prgaiding piping between ponds.
Al1 vf these steps have been used in various basins throughvut the drainage design of this project.
Table No. 2- Pond and 208 Basin Sutnmary
r~u:tu3nrn Lace - LBAS'IiN S'i.FMi , , aY
~s'n Pand S v1~,me 208 alume 248 Ar~a ~ ryw~lls
R~quired ~+c#~ ravided ~r~vide~ +(si ' equired *
A1 A1 187.5 338 676 -
A2 A2 115 116.5 233 -
A3 A3 179 180.5 361 -
A4 Al 146 - - -
A - 627 635 1270 2 -`B'
BI** BY 108 112.5 ~ 225 -
132** BZ 184 1$5.5 371 -
S - 292 298 596 1_`B'
_ TyPe A is a 5pokane 5tandard Drywe3l - 5ingle Depth, Capacity fl 3 cfs
- Type Si s s Sgakane Standard Ilrywell - 13oubFe pepth, Capaci ty 10 cfs
Sasins AI -A4 have beerr cambmed far Bowstring Caleulatfons Sasins SS and B2 have been comhined for Bowstring ealculations
All `20$' Sreatment areas are hased crn (pvnd bnttnm area) ( 5" depth) Szde slope volurere is not irscluded m the "°Volusrre Pmvided"
catculanans
Infand Pacrc Eregrneenng Campanp 4 Aummn srace Prar Drainage Rqwl
I
' Table No. 3- Curb InletlCatch Basin Sumrriaty
A~tu~tnn lac - la - Curb ~nlet aRd C~atct~ Basin~ immar.y
Ba~~t~ Pond C rb let ~C*atch asin
Condit~io~ Cand'ifi[rn
A1 Al On continuous grade -
A-2 A 1 On continucrus grade -
A3 A3 On cvntinuous grade -
_ A4 On continuvus grad'e
B T B1 C]rr continuous grade -
B2 132 ~ qn continuous Wade -
F'er Spvkane Cvunty ~'iuidelmes curh drvps in a sump cQnditivn have a capaCity af 4.0 cfs
Per VNSDC}'k' Hydraulics Manual, Graie Inle1, has a sump capaeity of 13.4 cfs
NOTE:
Clnly curb drop and grate calculatians were perfvrmed for thnse
cases "+Dn Grade", curb drops and catch basins in sump canditivn
are assumed to handle 4,0 cfs.
Infand Pncyic 6'ngtneering Crnnpuny S 1P&fumn PIQCeYIar Drulnagc 14epan
SL)-year STORAA BQWSTRING METHO❑ PRQJEGY, Autumn Place
PEAK FLC]1N CALCULATIOfd PRC)JECTAufumn Piars ❑ETEryTBC?{V 9A5fN DESIGN BASIN: A
BASiAI: A CtE51GAfER: 5, Murphy
Tot Area 3.75 Acres DA7E, 08109
lmp. Area 75050 SF
C = 0.30
TirreB Incremsnt (min) 5
CASE 1 Yime ofi [;nnC. (min) 7.82
Outflow (cfs) 2
70 ft. qverland Flow Dssign llear Flow 50
Area {acres} 3 75
Ct = 0.15 amperriaus Area (sq ft) 15050
L ~ 70 ft. 'C'FaCtor 0.3
n= 0.40 208 Volume Prcavided 635
5= 0.020 Area 'C 1 125
7c = 3 58 min, by Equatian 3-2 af Guideiines
Time Tima lnc. Irrtens. Ck Devel. Vol,ln Vol.Out Storage
550 ft. Gutter Rnvv (rnin) (sec) [iNhr) 4cfs) (cw ft) {cu ft) 4cu ft]
Z9 = 3.5 7.82 469 3.61 4.05 2552 939 1693
72 = 5G
n= 0A1 fi 5 300 4.58 5.15 2071 BQO 1471
S= 4.608 - 10 640 3.20 3.80 2735 1200 4 535
15 900 2 45 2 76 2921 1800 1121
d= 0.265 ft. 20 1200 9 95 2.19 2983 2400 583
25 1540 162 1.92 3025 3000 25
A R Ct Tc TC iDtal I Qc 30 1800 1.58 176 3439 360[} -151
__....°-..-35 2100 1 28 1.44 3254 4200 -846
1.88 4.13 4.06 424 7.82 3.61 4.08 40 24(}4 1.19 1.33 3412 4800 -1388
45 2700 1 08 1 22 3474 54{1(1 -1926
❑peak (ar Case 1= 4.06 cfs 50 3000 0.99 1 11 3519 6000 -2481
55 3300 0.92 1.04 3581 6600 -3019
60 3600 0.87 0.98 3680 7200 -3520
CaSE 2 65 3900 4.82 0.92 3745 7804 -4055
70 4200 0.80 0.30 3924 8400 -4476
Case 2 assumes aTime 4f Concentration Iess than 5 minutes sa that the 75 4500 4.77 0.87 4038 9000 -4964
peak flpw = 90[4.58](Imp Araa) = 1.42 eFs 80 4800 0.75 0.84 4185 9600 -5415
" 85 5900 0.72 0.81 4260 10200 -5940
90 5400 011 0.80 4449 10800 -6359
50, the Peak flow tor the Basin {s the greater of the iwo flow5, 95 5700 4.89 0.78 4549 31400 -8851
4.08 cfs 100 8000 ~ 487 075 4543 12000 -7357
208" DRAIfWAGE PONO CALCLJLATIC]NS
Required'2U8' Storage Valume
= Impen+ious Area x.5 in 112 iNft 627 cu ft
208 Vvlume Rrvvided 835 cu ft
❑RYWELL REQUIREMEfVTS - 50 YEAR DESIGN STORM S-6°r-~e
Maximum 5tvrage Requirad by Bowstring 1613 cu ft tj o~,~+~. _
iNumber and Type vf Orywre!!s Reguired 0 Single Pt 2-:
2 [3auhle A ~5
CF
fNLFWD PACIFIC ENGIhfEERIhIG
4-1~1
BOWSTRING METHOD PROJECT Autumn Place
PEAK FL4►N GALC4JL.ATIt]N PRpJECT'Autsames Place DETENTiON BASItV DESIGN BASIN. B
BASIIJ: 8 10-Year Design 5tvrrn DESIGNER: SKM
Tat Area ❑ 84 Rcres DATE: 08105195
tmp Area 7[100 SF
C = 0.25
Tima Increment (mm) 5
CASE 9 Time of Canc (min) 750
Dutffow (cfs) 1
70 ft Dverland Flow Design Year Flaw 10
Area (acres) 0.84
Ct = 0.15 Impenriaus Arsa (sq ft) 7000
L = 70 ft- 'C Factor 0.25
n = 0.02 '208' VDlume Pravided 298
S = 0.020 Area ' C 0.21D
7c ~ 0.52 min., by Equation 3-2 0f Guidelines
Tirne TEme Inc lntens Q L}avel GoZ In Vol Dut Storage
550 ft. Gutter flow (min) (sec) (iNhr) (Cfs) {cu R) {cu ft) {cu ft)
Z1 = 35 For Z2 1.50 450 ! 260 0.55 329 450 -121
7-2 = 50 Type 6 = 1.0 4. . .r.,.........
n= f]A 1B Roi€ed = 3.5 5 304 318 0.67 258 300 -32
s= 0.008 10 fiQa 2.24 0.47 354 604 -246
15 900 9 77 037 391 900 -509
d= 0.125 f[. 20 1200 1.45 0.30 412 1200 -788
25 4500 121 0.25 420 9500 -1080
A R Q Tc 'fc toial I Qc 30 3800 1 Cf4 022 427 1800 -4373
35 2100 0.91 0.19 431 2100 -1669
0.42 006 0 55 6.98 7.50 260 0.55 40 2400 0.82 0 17 44(} 2400 -4960
45 2700 0.74 016 443 2700 -2257
Qpeak fnr Case 1= 0.55 cf5 50 3000 0.68 Q 14 450 3000 a2550
55 3300 0.64 0 13 464 3300 -2836
BO 3600 0.E1 013 481 3600 -31 i9
CA5E 2 65 3900 060 0 13 511 3900 -3389
76 4200 4.58 0.12 530 4200 -3670
Case 2 assumes a Time af C,oncentration Eess than 5 minutes 5rs that tipre 75 4500 0.55 Q 12 547 4500 -3953
peak flow =.90(3. y8){Emp. AArea) ~ 0.46 cfs 80 4800 0.53 0.11 551 4800 -4249
85 5100 0.52 0.91 574 5100 -4526
90 5400 0.50 011 583 5400 -4817
50, the Peak flnw for !ha Basin is the greater of the two fPows, 95 5700 0.49 0.10 602 5700 -5098
0.55 c€s 100 8000 0.48 (].10 620 6000 -5380
208' IJR,4INAGE Pd1V17 GALCULA710N5
Requirec!'208' Storage Volume
= Impervlous Area x.5 in 1 12 inlft 292 cu ft
208' Storage Volume Prvvided 298 cu Ft
DRYWELL REQUIREMEAfTS - 10 YEAR DESIGA[ STC]RM
Maximum 5torage Required hy 6owstring -32 cu ft
Number and Type of Orywells Required a Single
1 Double
~
I A-P 1,57oo GF
I A 2: 2`7 ~SF
A
I
~ ~3~7-~Ifo SF
I
~ I,' 2-&,oo SF
I
-52 -44 (!30 S'F
I
~rlo t r1 ~zf:L ls~ i2~ &n
an~ -k'kc.
U ~3
`T-h~~~ - (9-re- ~usws ~ n R)-t vaiz) cu~t-b U~,( ei-' zvo
0~1 W. f t~~ R;0- -~q
~ ~ ~ ~ ~ ~ 0- = (4. (4 5W14- -7~5 ~R~) _ 0,1
~ ~ ~ ~~~~~~`1"~~~ - 0. G~
q) (4 .50)('~ -36, 14 3`31) = o. 4 ( C:-~>
AA [3~43ayj) _ 0, 3
I
(9) C3.1~~(Z&c0,~4-3aq) = o. 1-7 c{~
~ r32: 1B) (4~CDI,4 0, zq c.¢s
~
f ~ InI and MEMa ❑ PRaJECT~I~-~-u.m~
PaC IfiC CALC. ~ ,lQE3 N(]. gHEET ;OF 4
En g i nee r i n g MEETING ~ BY --fm~-/DATE
w$st 707 7tn, suife zoo 5pvkane, Washingtan 99204 OTHER ❑ CHK"D BY DATE
J ` J
sug 458-6840 Fax Mo, 509 458-6844
■
CURB INLET CALCULATIONS - Autumn Place
Curb Iniet Depression = 2 in.
Standard Curb Inlet Length = 4 ft.
r
Upstream 10-Yr~~ utter Roughness Reciprocal Depth Length
Curb Inlet Impervious Peak Flow Slope Coeff. Cross slope of Flow Required
Sub-Basin Station R/L Area c.f.s.' S n Z Z/n d Qa/La" Q/(Qa/La) Remarks
A2 1268.48 L 2750 0.26 0.0080 0.0160 50 3125 0.09 0.063 4.15 Need 1- 4' curb drop
A3 1427.63 L 4300 0.41 0.0080 0.0160 50 3125 0.11 0.074 5.52 Need 1- 5.5' curb drop
62 1432.16 R 4400 0.29 0.0080 0.0160 50 3125 0.09 0.065 4.45 Need 1- 4.5' curb drop
B1 1272.16 R 2600 0.17 0.0080 0.0160 50 3125 0.08 0.053 3.19 Need 1- 4' curb drop
A1 1050 L 2750 0.43 0.0080 0.0160 50 3125 0.11 0.076 5.69 Need 1- 6' curb drop
i - - - ~ - -
GRATE GALCULATIOld - CDRITINUC7U5 GRADE Bas[n p-4 Autumn Place
Sta. 1(}+45 Rt.
0 _ 0.33 cfs
S = 0.0080 f#Ift
Z = 5[l
d W 0.10
w = 4.96
grate w; - 2.08 W.S.D.O.T. Tyqe 2 Grate
°/aw = 42 •
%Q = 77 Fram Figure 15 af Guidelines
Q diuert. = 0.25 cfs
0 excess = 0.08 cfs 1NLAND PAG«IC ECdC{NEERINC
INLAND F'A{CIEIC ENCINEERING - TR4►NSMITTAL
707 w ztn avenue. sutts 200 SRokane. Wa (509)458-8840 Fax (509)4W684a
Tfl: S'PC3KANE COLJNTY ENGINEERS DATE: Auoust 20.. 1999,
f_P.E.C. PROJECT#: 98371
ATTENTION: Scoit Englehart
PROJECTN►ANiFE: AutumnPiace
Descriptian:
El Xerox Prints El Gopy of Letter ■ Deed Information
Q Original Drawing ID Contract Documents ❑
0 Pla,t Certificate Cl Declarataan of Cov ❑
AJa. Gopres ~escription
1 Deed I n#ormation
Purpvse
■ lnformation El Rediewr & Commerots ❑ Per Your F2equest
C] llliritten Approval 0 Signature & Return 0
Remarks
Scoff - Enclflsed is a cvpy af the documents needed ta deed the 2' strip
and curb return ta the county for future development af Autumn Place as
discussed. 1f yau have any additional questions, please do not hesitate t❑
cantact this office.
Signed:
lyieoparl'ing ~
a F1 i9J ~
i- , R , RID
1 I~ O#i A i A y R i
i i i
ROLL= Pi R
JURISDICTION
CEL-
OWNER PETERSON, KAR BOOK: 4078 I'
R - 015323 E 12TH A ACO: A , 0232
ADDRESS lAMALE WA 990 y , ACTV: -AT: A
I P 1
SITUS 015305 1 DO: N SA
ADDRESS ' TAX DDISTRICT: D1400 li 1 00
-
1 Rs ~
1-1148' O I 1 6'
i - _ 1 ! CLS-LD 1 OTHER 1 METHOD
3 B- A 1
- N! 1 H 000 i 000 0 38,500 500 i
SEXEHP _ O't 0
TAXABLE: 000
' 8701 09 21 . INST: r' N: * PRICE,* 35,040
~ 7819 2679 DATE: ~ 8 INST: rl'I: * PRICE: 331950
$
Tuesday, Aug 24.1999 10 39 RM
,0sZ48199 wEn 13:33 FaX 1 509 027 visv SPERLING.& BALCH 121003
' _ "J- _
08/18/98 WEU 12:12 IN1 Firsi AmerACan TiLle 0001
pi
S °l
Z--ffjw
j'irst Ameri~an Tftle +Gan►pany of Spokcu~e
EAS'r 40 TRENr A+IENUE. sPOKAwE, wasHiNGTON 99202 PwOtvE (-%s) 4W-0560 FAx (509) 624a2S9
9trFPLEXEX'S'AL REPORT ND. 1 '
Tv: GHASE !+,►I,Ml-IA1TAN MoRfiGAGE Dur flider Nv, 13945855
1010 Nt7Ftfl-ti NORMiAN01E, M 305
SPQFfA'~i~:, WJl, DUC1~~ Lcaaf~ 1~D.: PETE'~iSQf~/[~REWES
ATRV: DZ; BB4E SHI]L1A
CC: 8pertireq & 6aloh. P.S_
Jones & 19►saaciskes: Pat Lacy
Janeic CQmpanY, Jlm Baggen
xX The property cove) red hy aur pendlr~g ciomm'sEmerrt ha£s nD[ been reexamined and ihes 5upplementaG RePOrt D[]ES
NOT extend the e, fearrre dare af the Gommirment, or anY StipWementa9 reports to the commutment.
7here have been n+n chal' ge9 In tl~e tit!e to the prppertY cv►rered by 4ur Preliminary Gommitmerrt since our'Isst repaR
except as foifnws:
1_ 1►Me hereby amen,• rhe vesdng of our Prelirriirary Cafimitmer►t tv rearJ as frlIQws:
~fqRERi M. PETEIidSVN, AS HER SEPwF1a"rE PROPER'rY ANo JvHN M. R05E ANb TiHERESA A. R:SE,
HU5BA1df7 AND t'YlFE.
Datei: August 5, 1999 lit 8:00 A-M- $Y: f
~ PM ,1GB# 7
August 18. 1999 cc U;+
Direct Phone Numher. 89] 838-7594
- ~ .
~
~
F`iixf A ►neri can Trgle ~ w
ro Qr PRass . ~ - -
rAX
~ro jC7ATCV(6
i ~ V
Ftil 19 C"'~ ~ R/~ I~~ b
08/18/99 WED 14: 28 [TXIt2X Nfl 59851
08r,18s99 WEn 13:33 Fax i 509 927 0160 SPERLING & BALCH 10004
08I18I99 W-ED 12:12 FaS First Ameriean Tltle MAa2
~
~KT MVrip TsrrF 14 xA ip m amkRm rx n
wlrij~s FtGC.'c=ER Mfur.'rO
sPj-:FtL1NG.w0 BwLClt
nttormy 2s LD.
E. 12211 nroedwsy, :s-'fe 3
SE.elcane, wra 94306
l1D 12
~iuit +(:lairn Ueed
qo~~a
x~tze ora~r er4. ~
RG$err~ire ViIdkDa'la o£ 'Re1n'ted Q*cuta:
T3E GRAN'POA 1GRSM -110 aeqi►fa[ed t$Lle ax ~1 T. G~Ct~,
, bar m4paxate pmPertir
fQr and Lh cQnvidrra[inn tenndarr liAa ndjumtmea't
T*OAVPL
Cgrn,vey9 and guit F1sLi5f io WIMEN x. PETERSC$i CAS MUL 5P1']RAIE r1t~~ZRX'Y AZM
.]'OHif 11. ROSiC Amn~a A. 1[C=. uU=TAUe ANa NT
cho EO11cr•Lng dencribca rea,L oveator 9Ltuated iu tt") ~=y SP*Kh= .
sta[e ug SaaslSingtor+=
thes'~3~+;
Loqethsr jtitk ali agreer acquirad +jtta of tnv gR~nL9s(e)
xs►e Wnmc b&tt e£ T=art xo. 165 of v'ERA, ac pcr plsa revaae+ded s.a velumi -p'
_ of viats. Pago 30 Xn, SpWk6TA Cema6p. HaaAilagtoao thzt geat;on deseribu4 aa
foYlo++a:
$$G7.H14IMG at khe 80Y}rhoa3t cOIaLr o( iLLil W6Et b4If of 86Ld 'SrRCt 165;
C$4ne■ Naar" B9d34' 6S" YlOaC a1an3 iLe 5oi7LA 1Sae et r.q3d 'S';act 165 a
dfcteasu o! 99.08 -feeC tv TRIZ 19CIIE Pt1TNT oF SSAnWIMi t14eaer 29oY°C8 SP
74• 4a- HBSC a3Qn9 t4e :S"th ILeO Of YrAtt 365 s diwTiRee eet 50.41 faat;
rJs4skce atvrth 00021'I7` £aat a di~rfanaa of dTB.oo feet; sheuce scsata e9
33'42" Eswt parr1le3 to ESC santL lioe et Wroce 155 a diat+zsso 9f
agpsvxifwtcly 69.05 'Faahr ee tba vcxt ]ine at tba Fast 34.00 foot of rai.d
waaU hn13 eS caAd YracG 18Sp Lhanea snnt.h 00000•03` Rast alang #.Z►e YetL Iiao
of eaid tedt 99.00 feet a disfiilpea nr 172.00 foot to Xffn rQINT Qr DM7l0UKO,
aweacoos'a '[asope3'ty 3a.2 Parcn~/keeeaae guabalis): Fos`reion of
asa~a.ogoe `
v
. nssede ,7ZM 17, 1999
s,
,
~
~
tr~ '
C) M
fl
~
tD ~
4
~ •
W
v
w
m
.
08/18/99 YYED 14:28 [TI[/f2X PYO 59851
08/18J99 WED 13:34 FAy.I 1 509 927 4160 SPERLTNG & BALCH lih pp5
~o8/18/88 WED 12'13 DaTi First nmerican Titie WD03
. . C//~
. , ~
.4390617
Dgr: 101)
state vf was~e~sn es~+ ~rnr rt~c trs ~~M, ~:~P
} o,-
couney o r 530or-AME .
x i+ereRy rer[ify ehae i knaw rrr !!ave satisftcrary e,►idenee Ehac 1sF.RM 1.
vp=ns4N ie Y1aC petnon ++ho Qggenrcd baPerQ me, iRd ea3d permvn acltnavladged
thbt she aignetl teis lnsa.svfflens ard aeknawlcdrjast it to be her rres e►.d
*+vlvnt2tsy ace !or the uees and purpQarY -n4ianaa in'''ChSv inecrvmene.
based .1
NOxA3'y bI$e limamd fot "Ghe 5CaC6 Pf ua9Alflgken, `srr~ PUE13~+
rdaiding at i ' ;,,r-A
~ ~~~,~~]$lSy~+=~- !
Y
1
- _ ~
08/18r99 WEn 14:2e [Tx/Rx NO 59851
08/18/98 WED 13:34 FAX 1 509 927 0180 SPERLTNG & BALCH poe
FIR,ST AmERICr4N T7TLE G[3MF'ANY OF SPOKANF
EAS'F 40 TRENI' AYE1Y+fIE
3PoKAN'E, WA 99202-1632
(509) 456r05501FAX (509) 524-4259
Ui3DER NO.: 139458-.S,S
CUSTQMEA fVf3.: PE7EASON/DReWES
~~CROW AK?.;
SCHED!!LE A
Tt7 LE OFFICER: SNE14+14Y STaLZ
D►RFCT L►NE: (509) S38-7s9a
1. EFFEcrrvE Q) I rE: Augusc 5, 1939 aT 8:DO A.M.
2. OWNERS PACyPOSED 1N5URED: KE►1iIN P. pRF-WES ANa MARIAMNE E. OREWES, HUS13ANQ
A'!VO YIIIFE.
LENDFf35 PR: )Pt75ED 1N.5UAED_ CH4SE MAHHAT7AN M[1RTGAGE.
3. PQUCY jPf]Lf a1ES Tfl BE ISSCJED:
ANIAUNT PREMlUllq TAX Ta"TAL
O1NNERS $TiINOARh $185,000.00 $459i4a $37.18 $49&18
'
F'R1UR POLlI::Y DISCC3LINT '
LEN[]ERS AI.rA $156,500-0[} $238.00 $18.28 $2S7.28
OUI'NERS STANDAffD RA7'E RANCrE FRaM $180,001.00 - $185.000.00
LEiNDEHS R.4 TE RANGE FRON9r $7B5 QO f. 0U -$970. 000. EM
SPECCAL "FV4l.E PROTECT1[3N" CL`]1fERAG!E 15 AYAlLABLE TO THE.PMR THAOl1GH FIR3T
ARAIERICAN 1' OR AN ADDI7FONAL PREMflJM. PL.EASE CO'NTACT YOIfR TrrLE OFF1CER IF YpU FfAYE
ANV QU~Sn: :)NS ABOUT THiS ADdf71ONAL COYERAGE,
4. A FEE SfEIAPI.E IIYfEREST IN 7HE lANO DESCRI6Eb 1N TFilS COMMITMEN7 `S VESTEI3, ►tIT THE
COMMITMEP11` DA7E IN:
KAREN I. PE1 'ER3ON, IAIFIt]AGQI!lFtEO TM-E AS KAREN 1. GATLOVtilr AS HER SEPAFATE PRC3PERlY.
5. Th►E [AND R! FE,RA'ED TD !Al TH!S CDR+lM1TMFNT 15 DESCAfBE¢ AS FOLLQWS: ,
sEE FXHIBro' J A FTAGHED HERfTD ANl7 MA L]E A PART HEREAF.
AN ABBREV I A TELi LfC'iAL aEBCRlPT1ON WH/C111~'.4 Y BE U5EL? FOR Cf3UNTY r4 Ul,i,►TOR PUliPOSfS
►S CONTAfXFD IN THE 'JUOTES" SECTIrJN OF THIS COJNM1TMENr
= MUCTJPLE T; 9X ACGflUNT N[IMErERS A14E SkTFORTff WITHiAf FiF,llS COM►NffMFNT.
l4FFECTS S,e dD PREMI^s~S AN[1 OTHER PR{APERTY.
8_ PROPERTY t,DDRESS: 15328 EAST 12TH AYENIJE ~
VERAOALE, WA ~`J03°7 Paga 2
08018/99 VFEI] 14:28 [TXIRX NO 59851
~ 1 au9 927 0160
; sALc~
- - - - .,......~"0"00" ~
~
EXHIBtT I
f Or+der t1Q.: 133450S
TEiE tAND'iiEFERFiEt] Tfl IN Tk41S COMMtT'MEhlT lS i3MCRt8ED AS FOLL.4WS
Ttrat poRfo►i of tha WOSt taft of Tmt:t 165 of 1fERA, ar.cot+ding ta plat recordei in Vnliirne °0' of
Plats, Pagil30. tn Spoicane C.ounty, Washington, t1escribod as iollows;
BEGtNN11.1; at the Souctseast corr►er o# the Wes4 hef of said Tractt 165; theme Narth 89034'42' .
West a1eF a the Suuth line of said Trdct 165 a dfstance of 149.41 fieen thettGe Narth 00 0271 '1' Easi
adfttarra1, cl 172.00 rtaer, therkcs South 89°34'42" East pSraltel to the Satoh tIm of said 7ract 165
'a dkULW=3 c+t 148,05 foA to the East f" at said Wost katf of Trad 165: Vwnce Swh 00 00Vil3'
)r1d fast 1,~ a dWm saf 172-00 ft3ex to the PQi1NT C3F $WINA1INM
f
f
~
I
Page 3
08/18/99 "D 14:28 Ifi%/RX NO 59851
, 08f18/99 WED 13:34 FA% 1 509 927 0160 SPERLING & BALCH 1~008
- ' - - ~ /O
~
SGHEDULE B- SECTION 1 Order No.: 139458-SS
~ _Sg~U1REMEKT~
THE FOLLOIMNG REOUIRE:1JIEfvTS MUST BE MEf: 1, Payment to ot fot the axount of the Granloro or MoRgagars Of tha full conaideration for 1Aa aetaro of interest to be ineured.
2. Proper instrumenl creeting the estate or Intereet to be tneured muet be executed and duly filed ta record.
CONDITIONS AND ST►PULATIf1NS
t. The term 'mortBErde', whan ueed herein, aAall InClude deed of truet, trust deed, or ott►er 6ecurlty IneDrumerrt.
2 H the proposed lr; ;ured haa or acquires actual knowledge of any defact, lien, encumbrance, adveree delm or other maitter aNectlng
the estate, intere:;: or mortgage thereon covered by thia Commltment other than ftse shown in Schedule B hereaf, and ehatl fall
to discloae such f: iowledge to the Company ln writing, the Compeuly shall be feGeved hom Ilebll!!y for any Mss w demsge rasuiting
trom sny act ot ru lence hereon m the encent tha Oompany is preJudleed by teilure to so dtaclose such knowledge. H the propoe0d
Insured shall dlacl -ise auoh knowledge to the ComPanY, or H the Company otherwiee acquires actua1 knowled9e of nny such defeot,
nen, encumbrsru:9, adverse clalm or otNer matter, the Company as its aption may amend Schedute B oi tl+ls Commltmer►t
accofdingly, but uch emendmerrt eh01l not relieve the Company hom Ilablllly prevlousy incuRed pureuant 1o peragreph 3 ot theee
Cond}Uon9 Af1d ;i Jpulatlons.
3. uability of the Ca rpany under t►+Is Commltment shall be ony to tha nemed proposed lnsured artd sucfi part;es induded under the
definltlen ot Ineul. id In Ute torm ot poRCy or policiea Cornmittad foi and only fw sCtual loss lncurred In reUence heroon In undeRBMng
in good faith (a) • o comply wkh thA fequtrement9 hefeof, or (b) to ellminate exceptlons shown in Schedule S. Of (c) m aCqulte or
creste the estate 3t interest of mort8aga thereon covered by thls Commitment In no eveM shall such liablllty exceed tlle amoultt
stated in Schedul e A tot the pollry or policiea committed for and such liability Is subject to the Insuring provlstons, axcluslan from
Covefage, and Ulo, Canditiona end StipulaUons of the form of pdicy or pollofes commltted for in favor of ihe propoaed tn9ured vvtilch
are hereby incorE lorated by reterenca end are made a part of this Commltrnent excspt as expressly modified heroln.
q. Any daim of loss or damage, whether or not Dased on negligence, and which erises out of the status of tAe tide te the estate. IMereBt
of the lien ot thn Insured mortgage Covered hereby or any action aasertfng such clalm, shell be restrlcted to the provision9 and
Conditione and E Upulations of thie Commltrnertt.
xNEW*NE1N*NEW*
NOTE: EFF =GTIVE JANUARY 1, 1997, AND PURSUANT TO AMENDMENT OF WASHINGTON 3TATE STAMES
RE1.OTINp TO STANDARDIZATION OF RECORDED DOCUMENTS, TF1E FOLLOWING FORMAT AND CONTENT
REI: UIREMENTS MUST BE MEf. FAlLURE TO COMPLY MAY RESULT IN fiEJECT{ON OF THE DOCUMENT 8Y ,
TM; RECORDER
FORMAT: MAf IGINS TO BE 3' ON 70P OF FIRST PAGE, 1' ON SIDES AND BOTTOM, 1' ON TOP, 51DE5 AND BOTTOM OF
EAt: M SUCCEEDINO PAGE.
FOI fr SIZF OF e POItJTS OR LARGE'F1 AND PAPEA SIZE OF NO MpRE ?HAN B 1/2' 6Y 14'. I
NO ATTACHMENTS ON PAGES SUCH AS STAPLED NOTARY SEALS; PRESSURB SEALS MUST BE 5Ml1DGm.-
i•
INFQRMATION WHICH MUST APPEAA ON THE FlRST P4GEt '
TRI _E OR TITLES OF DOCUMENT. IF ASSIGNMENT OR RECONVEYANCE REFERENCE TO Al1DfTOR'S FlLE
NUIdBER OF SUBJECT DEED OF TRUST.
~ NAI IIES OF GRANfOR(S) AND GFWJTEE(S) WfTH REFEtiENCE TO ADD(iIONAI NAMES ON FOLIOWING
PAI ➢E(S). IF ANY-
ABIlRE1IIATED LEGAL DESCRIPTION (LOT, BLOCK, VOLUME AND PAGE OF PLAT OR SECTION, 70WNSHIP,
RA11GE AND OUAHTER SECTION OF OUAATER SECTION FOR UNPLATTED).
AS I iESSOR'S TAX PARCEL NUMBER(S).
RE: rURN ADDRESS WH1CH MAY APPEAR IN TFIE UPPER IFFT FUWD 3' TOP MARGIN.
. i
k
~I
l
P&ge 4 - j
08/18/99 WED 14:28 [T%/RX NO 59851
. 0e/18r99 vED 13:35 FAI 1 509 927 0164 ~ SPERLING & BALGH rd oos
. ~
' SCl-!EDL1LE 5 - SECTIbN 7- ;
' (3rder Mo.: 139458-55
GENERAL EXCEP71UNS -
The policy or policles Io te ImsuTei wi11 cvntatn ecceptions to th+e fvilOwirrg unless the same are dispvsed a# ta ft
sstisfactlon of the Cvn! pan]i•
A. Ta7ces or asse: 3sments wbxcb are not shhuwn as existirg liew by records of any taxing autharity
that levies titxes or assesstnents oa real property or b'y the public recnrds. .
B. Any fac[s, rights, intcmts, or claims which are aat shown by the pubfic records btit wlmich
could 6e as+. crtained by an inspectieru of said land or by rnaki g inquuy of persons in
pns5essaon tl: ereof.
C. Fasements, --laims af easements or eneumbrances which are nnt showa by the pn6T'sc
records. '
E
D. Discrepancie; confiicts in boundary linesr shortage an area, encaaachmmts, or a ny other
facts wh'►ch : i rJortect survey wauld disclase, and which are not shown by pubDi~ records.
E. (A) Unpateiited mining c1aims> (b) Reservations or except~ons in patent4 or in acts
authorizing 'he issuance thereof; (c) Water rights, claiins or title tn water; whether or nnt
the matters {mcepted (a), (b) or (G) aIe ShflVYEt t]y the p11bLiG LBC@TdS; (d) India$ tribal codes
or rCgulativxl 3, indian treat}► or aboriginal rights, inc]uding easernents or equitable servitudes.
F. Amy lien, or eight to a lien, for services, labnr or rr~~teriaY theretofore or heceafter fumished,
impo5M by law and not showA by the public LecordS.
:
G. Any service~, ipsta3tation, cannectian, maintemance, cnnstruction, tap or xeimbursement
chargeslcos>> i for sewerr, water, garba,ge or electricity,
H. Defects, liej: s, encumbrances9 adverse clairns or other matters, if any, created, first appearing-
in the publii: rerordls or attachiag subsequent to die effective daze tiereaf but prior to ths
date the proposed insxued acquires of recurd fur value the estate, interest or nnortgages
tbereon ca,+ ered by this cammitment.
,
f Pa,gre 5 -
08/18199 WED 7.4:28 [TXIRX N❑ 59851
08'/18/99 WED 13:35 FAY, 1 509 927 oiso SPERLTNG & SALCH C~01~
• ,
PA u SCHEDULE B- SEC:TION 2 COMC,
SPECIAL E[GEPT11DNS
prtier No.; 139458-S6
1. I.ien of a,ny I eal estate excise sales t~ upon any SOe of said ptroperty if unpaid.
Amording tci the Spakane County Tfeasurez's affiee the Faccise Tax Rate for the propeM
cAVesed berem is 1.7$~'a. Coaveyaace dacuments must be accompaa..nzed by the current Real Estate Excise Tax
Affidavit farm.
2A. CTeneral taxi:s. The first half becomes delinquent after April 30th. 1he scconl balf
be.comes del mquent after Octotser 31 st.
year: 1939
Amount Bil led, $2,129.68
Amount lPaii i; $1,064.94
Amount Du+:: $I,064•84,P1us iaterest and penal#y, ff delinqnent .
Assessed V~i lue vf Land: $1$,000.00
A5"ae55ed V;3 lue [7f ImpPQv$II1eIlL5; $104y300•00
TSX adlGCA1YI71 No.: 45234•0902
Affect5: 5aid premises aad otber prnperrty
N[3TE: SaiA #axes may iacltide 5tarrn VVater, Aguifer,F'lood or Irnga#ian Assessments.
Y
2E. I]elitiquent geraeral tmxes
Year: 1999
Amount Bi], led; $610.83 '
Amount Dii c: $610.83, plus interest and penalty
Assessed Vrdue of Laud: $31,500.00
Assessed Value af ImproVements: $4,000.00
Tax Ar.cowe t Ncr. ; 45234.090$
Affects: 5aia premisw aad o't.her prapertY
fiTOTE: Sai d taxes nmy iaelude 5i:orm Water' Aquit'e~, F'1QOd ar brri,gatian Assessments.
3A. AssesSment for Csruntp of Spakaae
Anmia1 Ani ountt: $8,W9.00
C7riginal Ivi un6er of InsWIrrients: 20
Nlutlber [3i' kL[mainirtg installlTlents 19
IocaI Impt -7vement Mtrict Na : U966
Ta7[ ACCAlllii NO.: $5234.11902
Affect5: Said premism and 0thet j]rDperty
FDr to~~ myoff 'lI1format3on eO11taCt the CoUI1ty TZ'emreP'S O~Y~~ ~t 456-2293.
Page 8
08/18l99 WEl] 14: 28 {TX/RX N1] 59851
, ❑8-/k8JB9 WEp 13:36 _ FAX 1 509 927 ❑i8U _ _SPERLTNG & BALCH r~ oii
. ~
Chder N'v.: I39458-SS
i;
3a. Assessmeat '1 or: Gounty of Spo'koine -
AnIIual Amt1 L1flt: ~16'000.00
origiuaT Nw° aber of Installlffients: 20
Number of lf ;emainft Installmentts iS Lcacal Imprvremmt Distric:t Ng.: U166
Tax Accvunr. Na.: 45234.0908
Affects: Said premises ancl ather prvperty
Fvr total psi P4ff information cvstad tbe Cnunfp Treasttrer's Cff"ice at 456=2293.
4. Liability fvr any curreat assessments ar charges, and for delinWent assessments or charges
for prior ye~,rs, which may have heen levied by Vera hffigati.oa District Nn. 15. "Contact
District Offii re at 924-3800 for dara. °
NOTE: Upmn ctosing, piease notify Title Company ~f the disposition of the
assessnents.
5. Provisivns contained in Contrac# between Vera Electric Water CnMpany and Vera T.and
Company, d. itecl ,Apdl 25, 190$¢ and recarded Yn Book nU"of Cafltracts, Page 292, prnviding
fcsr cvnstrut;kian of ditebes, flumes, pipe lines, etc., witb right of ingress and egress ta
maintaxn said f1umes, piPes, etc., and providing for lien far ungaid cbarges far such service.
6. P'ro•risiQns c; ontained and Reservatians coxltain.ed 'au Deed ftom Vera Iirrigation District N0,
15, recordecl priar tv Febmary 15, 1950.
7. Deed of Triist and the tems and cond.itions therevf:
Grantar: Karen L Petersoa, wbo acquired title as Karea 1. Catlvw, as her
5epaarate propeaty, ,Tohn M. Rose and Theresa A. Rose, husband and
Wife
Trustee: FiM American Title C.ompanp of Spokane '
Beneficimy; Wasbington 5tate Ennp~~yees Credit i7nion, a corpQrativn
Qrigiial A: niownt: $153,000.00
Datted: May 6, 1996 . ;
Reccarded: Map 13, 1996 M
RCCt?rd9ll,g' NOr.: 9130$1303$9
Volune/Pai;e; 1$611489 , .
,A ffects: Said premises and other prvperty
8. All maners bave been clearecl for AL,TA mvrtgagee polzc:y as uf: Augast 5,1999
Atldress v1'ProperLy: 15323 East 12th Aveuue
Veradale, Washia,gtoa 99437
_ Page 7 -
08r18r99 wED 14.28 [TxrRx No 59851
I~~ y 509 azr olsa s~ER~IN~ ~
BALCH
` . _ - r.,,,,,,,~.,~,''II~►''.'►'""""` ~ ~
2
21
[ (~rder 1 3Si458-.55
I
~
rtaTEs: f .
1. A fee will t e: chazged upvn tlte camcelladon af rhis commitment pursuant to the Wastingtan
State Insw•auce Ccde and the filcd Rate Scbedule of the Company.
2. ExamiMi ~n: of the reccrrds disclases n+a mattm pFending against the na,me(s) of Keevuo P.
I3rewes ~i id Marianue E. I7►rewes, thc Propcrsed Ins.ued(s), aacarding tv the application for
Title Ias+stance.
.
3. It is our +inderstanding tit]e is tO vest in Klevin P. L'lrewes aud Marinne E. Drewes and when
so vasto:, may ie subject to the Comuaunity Interest vf lais or hec spause if marriad an the
date v# ricquhing title and fiu-ther subject to matters wh,ich the records renay disclose agaiwq
the narri e of said spvuse.
4. An ab'I►r+eviat+ed 1ep1 description is required by the COunty Andi#ar if the fuli leg,ai
dtr~': tion IS NOT copiamed ou the ~'icrst paP vf ati dwnnmts to be recordeI. The
fauowf ng a►s a sagge.sted ab6reviated legW dmerig#ian:
I
A8B [.'Y1A't`E11 LEGAL
~'TN '~A~CT i8S IIL~Aq
5. "~he~ ~oYqPany expi'esslp' dis~ prrEC~r ~g err+ars, inclu ~hm~ frrr~
~►koi~~ the Cam ~ wrtMout Lmrt~r~, fiefd re~ ~ puter
F~nY de~ns~s in pa~~siug i~i+or~~ nee'rs' o~f th~r
ag~t+, andlr~~- i~re the tra.n,sacti~nD. 'T~~s ~t~te is f~r i~'~, tO th upoil
be eirMed over ~to suy title .policy and wii! Uoi be r~ati,~n
' ~]~'701fZcy' whir~ ~S i~~ued u ~3e+d Ul ~y~ t3 e aly; it settlwi11~t
$o~@
A rsva~rif ,~o t~ ~mma~tm~t, " 10 moclify or liwut
' F'3cc': jytions A. throu,gh H. shown in Schedule Bheteiti y~r.~
, Al~. I,.van Policy, be omatted in the
' forthcoming
SSImuca
; CC: 5pe •1ing & Ba,icly, P.S.
Jun+:~ ,Associa[cs, Pat Lacy
.~an~ek COnnpanY. li.tn Baggett •
' r
1
08/18,'S9 WEb tq ; 28 [TXITLY NO 59~t~ i
.•'0&/18/99 FPED 13 : 3B_ FAX 1$09 927 0160 _ SPERLING_ & BALL;H Ii~013
-
A,aaEjj~~
I i 'irst American T itle ~'`o,pan~► of Spoka~te 6) it a0 r,e~ a~nue s~kane. wA. 99202 • (5o9) 45s-v0o • F4~r d5a9j 7a7•2761
F600
VaLU! AE pAGE SECTION T[7'IIVNSHIP AANGE
O5I A/C: - - - - - , • - " - _ • _
L4+_'I~~ F t„f -7"'r aoo• 120' ~ @~s.a'
.
ZPA-5! 4A
~ 0-
Lai ~A. .80 Z
W.96-100
~es1
°P~i^ a-aGo ~
Lo~~ 'J
9rm ~
,
s '6 6 7
: 3- 4- .
! 07 -l Z,f ~ e. . . a.~ ' ~
I
C2-~~ ~ 4) ,
VL,.j - =45 E ~ 42
L' r .
+ .sR n
~
g ° c ~
~y• ~s ! T
G Q,
; 4 • ~
~~4 ~4 .
TH ~
~.r ~a ~@ 3 3 ~
0• ~
~
;3.-: x
~
i. - ,p6 0s ~ . .
0 A
10 t
~g ~'C7 7 ; ► .
4AU ~ ~ A~ 101 t 322- ~3 03 5 _ _ _ .
Th1s skeCch, Is iuml:;hed as a courtesy nriy by F"irsT Imerfpn Tide InsluercQ ~ornpany an! Is RiOT a part
af any thfa commllrrient vd 'ptllcy o# Ode rrsurance- TNs sketeh Is kunfsked scledy tar the purpase of
sssfstfng In Iccatirwi tFe prernfses and does not purport to 5how ali hkghways, roads or easements affedting
the pcoperty. Nv rn 11ance shatdd be praced upvn thls sketch for the locatlen er dimenslvn5 vf the propeny
anl no ItabfEity Is a; ;sumed for the correctness 4hereot. -
08/18l99 WED 14:28 fTXARX NU 59851
- -t.
i
S P O K A N E C O U N T Y
DNLSION OF ENGINEERING AND ROADS A DIVISION OF THE PUBL[C WORKS DEPARTMEM
William A. Johns, P.E., County Engineer
September 2, 1999 '
Ann Winkler, P.E.
Inland Pacific Engineering/C.L.C.
707 West 7'b Avenue, Suite 200
Spokane, WA 99204
SUBJECT: P1861 - Autumn Place
2nd Submittal
Gentlemen:
We have conducted a cursory review of your August 31, 1999 submittal of Design Documents
for this project, and we have found that several items were not included in the submittal. We
are, therefore, unable to accept your submittal for review at this time.
The attached comment list contains the items of concern which we discovered, and it should
not be construed as being comprehensive. If you have any questions about this review, please
contact Ed Parry at 456-3600. Thank you.
Sincerely,
William A. Johns, P. E.
Spokane County Engineer
am~G~
Ed P ~EP.
. Plan Review Engineer
encl.: Design Documents - plans & calculations)
Comments (1 page)
cc4""le
reviewer (comments only)
Sponsor: Mike Kinney, Family Quality Construc6on and Development, P.O. Box 905, Otis Orchards, WA 99027
1026 W. Broadway Ave. • Spokane, WA 99260-0170 •(509) 477-3600 FAX: (509) 324-3478 TDD: (509) 3243166
9
r 1
Ann Winkler, P.E.
P1861 - Autumn Piace
2nd Submittal
September 2, 1999
Page 2 of 2
Items remaining from is` Submittal:
3. Curb grade calculations for 12'' Avenue frontage need to be included (A spreadsheet demonstrating that
the cross-slopes meet County standards oJ2% minimum, 4.5% maximum is usually submrtted)
4. Need to address how drainage facilities located outside the right of way will be maintained. The County
does not maintain facilities located outside the right of (The County will include wording in the plat
dedicatory language that specifically addresses the drywells antl appurtenant struclures on the
appropriate Lots)
5. 208 Lot plans need to be included (208 Lot plans need to be coordinated with the Road & Drainage
Plans. General items noted:
a) Swales with depths from swale Jloor to inlet whrch exceed 6" will need to have test results
to demonstrate that the soil meets Counry Standards for canomc exchange capacity or
organic carbon content
b) A detail for swales with Type A curbrng is needed - this occurs on Lot 1, Block 1
c) Dimensions on easement lines and swale Jloors need to be included
d) Floor elevations need to be coordinated with pipe rnverts and curb inlet inverts
e) The appropriate section will need to be included for each Lot Plan. They should be paper-
clipped together (not stapled)
fl TC elevations need to be consistently noted
g) The sidewalk should drain across the parking strip to the street. The back of sidewalk
elevation would be.26' above the curb)
Items from this submittal
1. Border easement needs to be noted on Newer Road sectaon
2. Existing R/W needs to be noted on 12`h Avenue section
3. Pond B 1- need to indicate easement length from R/W
4. Pipe calculations need to be included for the pipe crossing Newer Road, and for the pipe from Pond
A 1 to the drywells
5. 12`h Avenue:
a) "Existing Curb" note needs to be coordinated with field conditions. There does appear to be
a curb along the frontage of the house at the NE corner of 12'~'/Newer
b) Taper start/stop stations need to be indicated
c) Inbound tapers should run at 10:1, with a 100' minimun] length
d) Curb on east side of Newer should run out to CR point on 12`h, then nose down in 12"
e) Inlets & piping should be shown on the 12th/Newer intersection detail. It appears that the
inlet elevations need to be coordinated with the flowline elevations
. 6. Soil permeability note needs to be included on the plans
7. Pond A1 - swale floor dimension needs to be included on the west end of the swale
8. Drywells located outside of swales on Newer Road can get by with a solid lid
~
. J .
RECEIVED
Submittal Checklist AuG 3 1 1999
for Road & Drainage Projects in Spokane County - Plats/Short Plats
SPOKA►df COUNTY ENdINEEii
This Suhmittal Checklist is to be completed and signed by the Sponsor's Engineer, and included tivith each plan
submittal into the Spokane County Engineers Ojfice. If lhis form is not fully conrpleted and signed, do not
submit plans and calculalions to Spokane County for review and acceptance. Incomplete submittals will be
returned and will cause unnecessary delays for your client.
Proj ect Name:
Spokane County Project Na Date:
~
Project Engineer: PQ C`~ ` c- ~ L Q, Phone:
Q ~
Project Sponsor: ~r5~ Y IAS 115~ Phone: q Z-I ' S S 51
A. Preliminary Process
Prior to Submittal of Road and Drainage Plans, the following events are to have already occurred:
(By checking each item ofjshown below, you are stating that you have verified these events/items have 6een completed.)
X I Adoption of a Hearing Examiner's Report for this long plat, or a Planning Report for this short plat.
x I At least one Pre-Design Meeting has been held with County staff at the Engineers Office.
X An "Agreement to Pay Fees" has been signed by the project sponsor, and submitted to the County
EnQineers Office.
X A Channelization Plan (e.g. signing and striping plan) of public roadway improvements, has been
coordinated and discussed with the County Engineers Office. RECEIVE
AUG 3 1 1999
B. Road and Drainage Plan Submittal
The items listed below are to be provided as a mimmum with a road and drafiWyfafiOUMBV91NE6fdditional
information may be required to demonstrate that the plans meet all applicable standards.
(By checking "yes "for each item shoxm below, you are verifying that these items have been completed and are included in
this submittal. For any box checked "n/a a written justification ojany omissions at the end ojthis section is required.)
Item Description
yes Road and drainage plans, two print sets. (Certification statement on cover of nlans) ~
yes n/a One set of plans on 24" x 36" mylar media, or CAD electromc file DWG or DXF
format
es Each Plan Sheet of record is signed and dated by the project suonsor. ✓
es The road and drainage design meets the requirements of State law, WAC 196-27 regarding
"conformity with accepted standards"; that is, the design reflects the "state of the practice"
for the proposed concept.
es The plans, Drainage Report, basin map(s), and any other calculations are stamped, signed'
and dated by an engineer licensed in the State of Washington. ✓
yes n/a Drainage Report, two sets. To include: basin map(s), time of concentration routes in basin
map, and Certification statement on cover of report and basin map. l~
yes n a Geotechnical Report, one set. (Include all soil test pit/boring loQs.) ✓
yes Va- Structural Pavement Calculations, one set - a,lre4dy jg)nti,.~ied
~,yes ~ n/a Cross-slope grade calculations for road widening projects.
Item Description
yes j~D Maintenance Manual and Sinking Fund calculations for drainage factlities located outstde
of County road right-of-way. ,
es n/a Written explanation of who/what entity will be responsible for maintaining drainage
facilities which aze located outside of public road right-of-way, and that the plan is
acceptable to the County Engineers Office.
yes n/a Channelization Plan, or signing and striping information provided in the road plans. To be
included in road and drainage plan set.
es n/a I have read the Hearing Examiner's Report (long plat), or Planning Dept. Findings and
Conditions (short plat), for this proiect. The design meets the conditions in the report.
yes Copy of Approved Design Deviations.
yes 615_') Fire District Approval, for private roads.
es n/a Lot Plans. Required for any tots with drainage easements and which front a public road, or
for lots which receive and treat runoff from a nublic right-of-way.
yes ci~D Any applicable State and Federal permits have been obtained. (i.e. HPA, JARPA, etc.). For
Permits with conditions, a copy of the permit and conditions are included in the plan
submittal. .
yes n/a Inspection Agreement between the snonsor and its engineer. qlY'eq Am d
yes ~ For off-site easements to be granted to Spokane County, the following items shall be
included: legal description, exhibit, and proof of ownership.
es n/a Erosion Control Plan, required for "Major Land-Disturbing Activity." To be included in
the road and drainage plan set. ,
Explanation for any items listed above which are not included in this submittal:
(Note: an insufficient justificarion of why an item was not included in the submitted, or incomplete documents, may result
in the submittal being retumed without review or without acceptance. Provide attachments if necessary.)
By signing below, the engineer is stating that the information provided in the submittal is complete, that the
information provided in the Submittal Checklist is accurate, and the plans and calculations are in accordance
with the Spokane County Standards for Road & Sewer Construction, and the Guidelines for Storm►vater
Management, except where an approved Design Deviation allows otherwise.
Engineer's Signature: ~ " ►v AL Date: . 11 ,
Engineer's Name: Q hv, 1r .
(please print)
If there are any questions about this form or appropriate procedures, please call Development Services,
Spokane County Public Works, at (509) 456-3600. ,
For Spokane County Use Only
Submittal No: 2 County Plan Reviewer:
,
Accepted in for Review or Construction
~eturned to the engineer without review and~et acceptanceee attached letter of explanation.
Processing Date:
Submittal Checklist . 2
Spokane County Public Works; April 29, 1998
S P a~ A N E G~ LT N T Y
ai
nMs2oN OF ENGrnrEERING nND AcrwDS ADrnssOrv OF rHE P[~BLIc waxxs DEeaxr►,Enrr
Wil[iam A. ]nlsr►s, P.E., Cauxsty Engineer
AUg1,TSi 26, 1999
Ann Wimkler, P.E.
Inlannd Pacific Engineering1C.L.C.
707 'VVest 7' Avenue, Suite 200
Spokane, `NA 99244
SiTBJEC'I": utumn Place
u'b~ittal
Gentlemen:
We have canducted a cursary review of your August 10, 1999 submittal af Design Tlocuznents
for this project, and we have found that several items were nvt included in the submittal. R+'e
are, therefore, unable to accept yaur su6mittamll for rewiew at this time.
The attached comment list cantains the item5 af concern which we discavered. Tf you have any
questions abaut this review, please contact Ed Parry at 456-3600. Thank you.
Sincerely,
Wiiliam A. Johns, P. E.
Spakane Caunty Engineer
~ . ~ , P. E.
Pian FLeview Engineer
encl,: I]esip I7acuments - pians & calcu.lations
Comments {Il page}
cc-
reViewer (c[amments only)
1026 W. Broadway Aae • Spvkane, WA 94260-0170 •(509) 477-3500 FAIC. (509) 3243478 T'f]L1 (509) 324-3166
Ann Winkler' P.E.
P1851 - Autumn PYace _
V Submitta3
August 25, 1999
Page 2 of 2
Items needed:
1. v6evelaper needs tv sign plan sheets
2. Asin Map needs to indicate Tc path for Basin C
. Curb grade calcuiations for 12'' Avenue frontage raeed to be included
4. Need ta address haw drainage faeilities lacated outside #he right vf way wi11 be maintained.
~ Thie Caunty dves not maintain facilitaes located autside the rigtrt vf way
5. 208 Lot plans need to be included
- T( t
~ 0&4
oc WA &6'fi
~
~
~ -
~WA
~ ~ .
~
~~V'
~ ~~o2t
~
OA
Oy
r ~ ~ ~w
~ ~
V?
00,
~
.
3 ¢
i
CLC -
i ASS(1Clatf'S IL1C.
FoRMERLv
i ~
a August 31, 1999
~
~ 707 West 7th Suite 200
~ Spokane, WA 99204 W.'(] Np. 9$371
509-45 8-5840
505-4 5 8-6fi44 :Fax
Spokane, WA = IJenuer, CQ ~ ~ ~ ~ ~ ~ ~
' Edward J. Farry, P.E.
Spokane County DivisiQn of Engineering and Roads
1 025 W Broadway A~~ ~ ~ i'M
SpQkane, WA 99250-0170
SPOKANE COi}NTY &4GtF,#EER
Re Autumn Place - Street and Drainage Review
Dear IVSr. Parry:
I have checked the items nvted within yaur review comments and have addressed each of
them rn this letter and the enctvsed packet. I am glad that you were able to get as far as ycau
did vvith the review and that you agree that #has project should be fairly straight forward to
finish reviewing.
Ta aid in the finalizativn of yaur reuiew of this submittal packe#, we have submitted two
coples of everything, as requested, plus the review set you gave me back. The items noted
in the comment list were addressed in t,he follmwing ways.
Developer needs to sagn plan sheet,s
Nvte that the apprvpriate signature has been added to each plan sheet.
"Brxsin map raeeds to indaca[e Tcpcrth far Basan C.
The new basin rnap has the Te path delineated for Basin C.
Curb grade calculalians for 12th Avenue frontage need to be incduded
These calGUlatxons are shown Sheet 2 vf 5 in the lower left partion afthe drawing.
v Need to address how drainagefacalilaFS located out.side the rrght of way will be mainlained
The County daes nvt mar'ntain facalita'es locatecl outside the right of way
Each property awner who purchases a lot with a drainage facility fln it will rnaintain that
drainage facility. Bath the sponsar and we are aware that the County does not maintain
~'acilities lacated outside the right af vvay.
Planning
Engineeri ng .
Architectu re
Landscape Architectcare
Land 5urveying
r
~
Auturnn Piace - Street and Qrainage Review
August 31, 1999
Page 2
208 lot plans rreed to be rncluded
We are suppI'ying these to you for this prvject only, under the assumption that this willbe
the final review. lt has not been vur practice to supply these to yeru prior to final review, nar
dv we feel the public health, safety or welfare are best senred by supplying thern prior to
final review. Please keep in mind that this project is subject to the 1999 road standards
which na langer has the 30 day clock associated for review.
We make eVery effort to ensure that these iot plans are prepared consistent with the rest of
the subznittal packet, bUt they are most efficicntly handled at the end of the review when all
details have been rvorked aut. It is extrernely time consuming far us to prepare these plans,
and modificati4n to t[lern, which may Qceur during the review period lead to rnore
vpgvt-tunities far inc4nspstencies to arise.
Thank you for yvur review to date. I believe all of the outstanding issues haue been
addressed in the madyfications contained within this packet and that thxs set will rneet
Count}+ standards. Please let me know when yau haVe firushed yaur review sa that we can
bring you mylars to process. The sponsor is ready to begin cQnstruction pear these ppans and
we 1ook fonward to your eai-ly corripletian of the review. Please let me know if yau have any
quesfions.
Sincerely:
CLC Associatcs, Inc.
~ G\V ALJ"~
Ann L. Winkler, P.E.
ALVVlalw
encl.
cc: Mike Kinney, Family Quality Construction and Development, Inc.
fi le
i
s g
OFF;CIFL PLAT ' n q Fs
w 'b OFFlCE OF
SEC. 23 L~r r~~nJ' R.44--'.VJ.i'1~~ o A , i
~ ~ .:OVNTY EnG1.vEER • .
SPOXANE LOUA/7Y W.SLi,
•'-•D ~ r od 'j}•~
~ N CP,P/3fF : ~ F~ cz " a.e. a:••l~,?7i, as j'
.~..0_.__
• ~ - = 1
_~ys5. ~ d ~ ^ SM14C1uF 1 J~ l• . ~~,a~(
~ r~- ^ ♦=.►~'~_r~_ ~ 5 .
1 ti •P.1' ~(HPPLEWAY) I ~'a )M'~1~~) : '1-Y' ~c roi a.....~~~~ •`'°'"J
Z2 ~I~j • SPpKANE~ C UNTY no w_ z?l
T 1 V, ~ • _ cy
- ---'~L.~_.~" °4 ' ° .t.~w~:~~ws Cj • 4 n I i~~ '
- 1 e ~.u.r'~W4~~~« ' •
O Sn+Y T Ni , ~ - • .r? . .~sl~~ I ~ ~
tio " ="I ~ , °
~ I~ ~ ~ ~ ~ ~ .F ' R: • ~ ~ a . ~
. ~ ~
8 f~T ~ • • ~ NP M>b . 0 ; 4T ~ ~
o ?
t. i
~ ~ _ _ ~I ~i r" J , 'J~FOURTr. I ^ , 9' ? t ~0 •
~ ~ " ; ta • ` I ' 3 : ~ .I - _
i hn n C i~is ~ ~c.... <d~rinc t• ~ t
•U~~r
-y7p~~.r-J$^,
' ' rn .,ie'•• ~ ~ •_..rr ~'1~7~ i ~ _ aer r .,s ~
~.1.. w.~~ ~e- j~~p'` ~.~i.,.......,...' w •
~ 5;i $ qTM, .i ~ 91~~ ia i i Qt~ v~~ ; .1^•~ ~ ' .
P
~i'l;i i i~ I P4<+~
; , ,
~1~~i-'I•' `ai ~ o °
~•~~rnh °.m • , ; • . ~ ~
_ji' cicNe ~ ~..c~ i _I 9'° ° i~Da ~m ~ tk`` y •
j . -z'"" _-t~t^:' ~ ~ •a ' ~
4,j.~i~ ,U
ho J ' .z ti~i ~ /n; F~~ : ,I. • -S° ~c 8 ^RFV;OUS•i 1` ~
a
_'ol :s_'% I J } ~ _ , ,•3 I
T: 7 `M M t f ~
IiE Q~j ~ la" I _41f l~ I~,, w• ~J ~1.. • njm
!'j ~ J 7 \ •~l~` i` . ~ QY t p , ~
AO~I- W iu 'Q if ~ I 7 ,TWC=• 4 \ l~ ! H
(I-1 r ~ • :~.r- ~ -jT"t _ ~ a qn
: n ~ J` ~ a3 ~ py I x I - CV ~a~ Q ' ;
~i~+n¢',.v~+
• v> ei4 171
f.~~ ~ • ~ m.'• . ~ a
~ 7• , ~ . . i ~'~?~'~~~a`~1 FOllR ~ N M VJ ilo~
~r. . c , , . ~ . . . . a. . -
.n . ~ ~o.l.,} r - ' • =
y ~ - : r~ '°I ~ T~r"~` 71~a ' -'~d„ Y,• _r_
e ~ . Y n v,~.~,'-; - , ~ i~ <
.P y.. - .?a L~~ '8 p+
j ~ .a ~ ~ { ,ir~iF 4a~ v+.C' 3a
22 ~ia,~,'~ 4
. ~ i+"rE/ ~ i- {G-~" :.1~~ ~ ~ . ~!1 ,'al , % P ~I ~ • - ' Z6 e5
~"7
o ~I ~....a•A ~ e
~
b.,~., +o ...ylar •
At~ a
Qq
~.a~r Y~ _
TRANSNAT I ON T ITLE 3NS'URANCE CdMpMf KAN E COUNTY
N'oRTx 720 ARrr,aoNNE SEIP 02 1999
S PC]KANE + WASHINGTON 99212
Prepared far: O1Vf5lON OF BLk1LRIHG AND PLANNING
Drder Alv.: CRD-229744
FA++iIT.rY QZ7AL Y T]C CONSTRIICTT ON Charge : $125 . 0❑
ATTRi: MIKE ICINNEY Tax: $ 10.13
P.O. BOX 905 , Total: $135.13
SP(]KANE. WA 99207
cc: CLC Assvciatesj+Job No. 98371 ~~~EIVED
P LA T CE R T I F TC A. T E 16
Certificate Lor fil3ng Plat of : SPOKAINE Wi;IVNTYEAfGfNEER
r ALTTLEM FLACE
~
Tn the matter of the subdivision tv be suhmitted to Spokane Caunty for
approval, this company has examined tha reeords of Spokane Caunty Auditor's
and +Clerk's a~fices, and the recDrds of the Clerk of the [7nited States
District Court hoFding terms in said caunty. This certxficate is made for
tlhe purpose herein specified, and is hat to be used as a hasis for clasang
any transactivn. Liability is limited to the amount, if any, gaid for this
certificate. From such examination, the cvrnpany hereby certifies the title
to the followsng descrabed land, in said Spokane County, ta-wit :
The West half of Tract 155 of VERA, as per glat thereof recorded in
Volume "p„ of Plats, Page 30; EXCEF'i" that portion described as
follows:
SEGINNING at the Svutheast carner of the West half of said Tract
165; thence North 8903414211 West aTong the 5outh line of said Tract
165 a distance of 149.41 feet; thence Nvrth 0013271'17" East a
distance of 172.00 feet; thence South 89034142" EasC par-allel ta
the South line of said Tract 165 a distance of 148.05 feet to the
East line of said West half of Tract 165; thence 5auth 00000' 03"
West a7.ong said East line a distance of 172 .00 feet tv the Pasnt of
Beginning;
Situate an the Caunty of Spakane, State of Washirt.gton.
(Pareel Na. Ptn. 45234,0902, 45234.0307 and 45234.0908)
fA,bbreviated aescription: Ptn. W1/2 T165 vERA]
VESTED IN .
FERN M. BOWEN, a single persan, as her separate prcaperty and CAROLLEC7NE
ERES, as ei ~~~.~7e p~~.gerty as to the West 148 ~pet of, the. ~South
~ 275 feet: ~REN I . P ETERSON, wha acq~rire~d~`ti-'le as ~EN. T ~CLT'~LOW,~! as
her separa e p~~pe~ty. as ta @he remain.der .
-tk ey
J~
~
Page 1 a f 4
Qrder No. CRi}-229740
EXCEPTIONS:
1. Taxes and assessments, if any, no search havzng been made thereaf, as
to ParcEl No. Ptn. 45234.0902 and all of 45234.0907, 45234.0908.
Parcel Nos. are provided fram the latest Assessor's Maps available to
the Company. Said parcel numk7ers are ncat a matter vf the public record
therefvr, the Campany makes na assurance as to vaTidity ar accuracy
relat ing thereto.
2. A55E5SMENT r
ORT G I NAL AMd[7NT : $8, 0 b a.00
INTEREST: 8.4000%
FR0M: December 23, 1997
ANNUAIo rNSTALLNiENTS : 20
INfS TALLMENTS PAI D: Q
NEXT INSTALLMENT DELINQllENT :Januazy 22, 2000
INSTALLMENT DELINQLTENT: I
LEVIEn BY: Spokane County
U,L. I.D. NC]. : C7966
PARCEL NO.: 45234.0902
A55ESSMM,IT :
ORIGINAL ,AMC3[]N'C : $4 , DO[] . Q 0
IN'FEREST: 8 . 0000%
FROM: Decernber 23, 1997
ANNCfAL INSTALLMENTS : 20
INSTP,LLMENTS PAID : 0
NEXT INSTALLMENT DELTNQLTEENT;January 22, 2000
INSTALLMENT I]ELINQUENT : 1
LEVIEp BY: Spvkane County -
U.T.r. T .D. NQ. : LI966
PARCEL N0.: 45234.0507
ASSESSMENT:
OR I G INA.T, PM(JUNT : $1 6,(} 0 0.0n
INTEREST: 8.0000%
FROM: december 23, 1997
ANfiiUAL INSTALLMEATTS , 20
INSTALLMENTS PAID : 0
NEXT INSTALLMENT DELINQ[]ENT: January 22, 2000
INSTALLMENT DELINQ[TENT : 1
LEVIE❑ BY: Spakane County
U.L.I.D. NO.: U965
PAR,CEL NCJ. : 45234.0908
3. ANY FJNPAII} ASSESSMEN`d` OR CHARGES, ANfl LIASILITY FC7FZ FURTHER ASSESSMENTS
OR CHAFtGES BY VERA IRRIGPbTTON DISTRICT N4]. 15.
Fage 2 nf 4
❑rder Na. CRD-229740
4. AGREEMEI+iT ANI) THE TERMS AND CONTJITIC3NS THEREOF :
BETWEEN: Vera Electrac Water Cvmpany, a corporatian
,AND: D. K. McDeanald, A. C. .7amisvn, Aridrew GDad
and U'era Land Gvmgany, a carparation
DATED: ApriT 25, 1905
RECC]RL]ED: Apra.l 25. 1908, In Boak "H„ of Gontracts,
page 292
REC[7RI]ING NQ, : 200528
REGARDING: Providing for canstruction af ditches,
flumes, pipelines, etc.; erectzng poles
and distribution lines, urith right af
ingress and egress to maintain said pipes,
lines, etc. : and provida.ng far lien for
unpaid charges fvr such serrxce
5. R.EAL ESTATE CON`rRACT AND THE TERMS AND CONDTTI{7NS THEREOF :
S£F,LER: Fern M. Bawen, a single person
PTIRCHASER: Craig Catlow and Karen I. Catlow, husband
and wi.fe
kECORI]ED: September 30, 1987
RECOFZDING NO.: 8709300178
EXG3SE TAX R~~~~PT Na. : 8700013442
AFFECTS: The West 148 feet of the South 275 feet of
Tract 165 af Vera
SELLER' SINTEREST iS NOTnT HELD BY:
FERN M. BOWEN, a single person and CARQLLEONE 0. ERES, as her separate
property
RECDRI)ED: Septembear' 30, 1987
RECC3RDIIVG NO.: 8709300179 .
F[7RCHASER' SIN'fiEFtEST IS NOW HELD BY :
KAREN I. PETERSON, wha acqui,red title as KAREN I. CA'TLOW, a single
person
RECORDED: July 19, 1999
•
RECORDING NO.: 4391761
Page 3 af 4
Order No. CRD-229740
I]EED L]F TRUST ANJ THE TERMS AND CaNI7ITTOIVS THEREDF :
GRANTOR: FCaren I. Petersvn, whQ acqui.red titie as
Karen I. Catlvw, as her separate praperty,
John M. Rose and Theresa A. Rose, husband
and wife
Z`R'L1STEE: First ArneriGan Title Cvmpany of Spokane
~C-~ B]ENEFI~CIARY: Washingtan State Emplvyees Credit Unis~n, a
d C~orp~arativn
C3R I G INAL AN[OLTN°I' : $153,000.00
L]ATED : May 5, 1996
RECC3RDEI3: May 13 , 1996
FtECORDING NO.: 95051303$9
AFFECTS: The East 99 feet of the West half of Tract
165 of Vera
Imresta.gation should be made to determine the present balance owed by
cantacting the appxapriate lendersagency/individual.
DATED A5 OF Augus t 17 ,1999 at 8:00 a. m.
TRANSNATION TIfiLE INSLTRANCE CQMPANY
r ~
BY
Fvr senrice on this order 1:
(509) 922-2222 {FAX} 926-1519
Gannie R. Dodge, Title Dfficer -
cdodge@landam.com
dg _
Page 4 of 4
snn..m.rka
. T Transamerica Tw la~+a. cimwmr r n" arAu movtcso wR nfwaacnls we !
YGIa hisuattca Serv[cae
$iU~17Siili:'8 Ffll"E Dt►lfLliNq!fii" e
o i
nn[9 FpA [K9QA9 ieF fi44uUi 00
~'~7~['. c ~ ~ -~~i•L~~~ i
i
'$I
~ILlIA1t E dy~yKpE r
wh~r~u[wauan~rwwTO ' AUflIT~t[ i
:sraxantaauar~,~~a~,~ '
c. so~ Nees ucPri rr
_ _ _ _ . _ __w •
+ arr.r 5outh 323 Pi.aes Road , .
ti
eur.aw..a4. S[inicrsne~~WA, ,99206 77 J-5
. . . . . tF9.ar
ANY OVT C)NAi, PRDV151C]N NlJI' [Nn'IAUp 8Y ALL PEQ5C1N5 5iGtalNG `!'H1S CpiYT1tACT
WFiETHER ENpIV1C}LlA1.LY pA A5 AC+i pFF1CER ❑R ACEN3 l5 NQT A PAAT OF 7Fi15
Ci3N"l'itACY.
REAl. E51'ATE CON'I`RAC7
(RESIDENI`fAL 51i0R'1' FaRirt)
1. 8AR7;F_SANmpw78.'fbisCanuact 4 carasdiawcn Seotember t! 3987
pCEwiYO F' w
- . ra'Srllsr' and
S'AAIG CRTj(yjt._ ond &pREb! I, faILS}11_ huaband and ~ai f.
aa'Buyu'
7. SALHAND[.Pc[}A3.6F.SCRli'LICH.SslhragmawssSLw$uyur04 Buyara4rseawp+rebuefrcm5elEerche
fullu-mi dwAhad ryal utats la S2s3k8II[ Caaaqr. Stak ol WuhinRmn:
Th• 11aaz 148 East ol the $aueh $79 fect oI Tract 163
' ol Y6RL, •a par plmt rstoedrd iQ Voiuza "0" o[ Pleta.
c[liN , $C`btda' aL Spoicaa■ Caun[y;
SLkuste 1vq,1{lhb,~purLyw2o~ Spakane, 5Cete aE washlAgeon.
Fawi i~w Prd m 4iy~ygH
s.f. A,d. Fd
aA.'3KIv" [muERs
Spak Cwrry Tn►i
,
~ERSQt+lA1. YkO PER7Y. PrenpEU1 Proparh'. if any, iadudrrJ ln the ssls ic u follaws:
' Nu pan n! Na purchaw prirs lr auiri6netd eu pananil Wa?e+y.
, L (a) A&JCE BuY:t a
~~+A~.rba
~f 5.975. ~ T'oeal Pnca
~
1 da~n Parmsai
Lau l
'
} +I.tsumsd OblfRs«cq (a)
~ILS in = Amaunc FiAaareed ty Seilsr.
[b] AsSUMEO DBLI[lAT1[7NS. 8ugtr+iRce+ Fa P+Y {$B above Aawrosd W LgaRUn(s) hy acsuminj
ilUd SIeeLng w pry Lhu etaain daisd rssur~fed as
AF#
~srlw`airinu ihe uap&id balanse aF 6aid obliYsuan «
~ whicq iS payabla" un or beFurc
° Lba d+7 at la intcreat at Lhe rair vf
% per usnum on the dec[ialaq balsaee ihaoeokan-Vi'iaa uaovnl wi w hcfarc the
• , ~ day of rach uid erery ibsrwliu uaul pasd Lo iuiL
_ NeaG Fi11 ln We daaa io the fallownnI Rwri7i'ns'i only if ibe[e Is aa aarly cub out daLx.
1YOTW1T1[STAItip1HGTHEAB{3VE 7liFEN1'iRE &AL.AI'ICEOFP[tlNC1FALAHOWEkF5Ti iSC]UEiN
FUI.f. NOT U7EA TFIAN- - - 19-
_ M!Y AqCs[iIt7[+io4L. AS3i1&4ED O$LiGA71DN5 ARE IAtCLLdDED 1N ADDENDUhL
928 r1aY249
~i.Q28 na 1 44
[c] PAYMrl+f7' aF RM06fE~E FITVA4~fiCEI3 BY SEl.LER. A 3~' [SFT[OI+IAI.~ROYISI~N-•PERIOL"YICPAYM~N'f5~5cIS~s wc~~V'a~jwn of ho~tc~licF ~14axu 4n4
i@l. ~a pcria+liy payrncn~a oa the puichua ptier. $uycf'~~at~saw~a~lhclma~dldusduna~thccurrcni CilYl~fs1IG4
16iE11Yli1i#t[w iPP~
Buqer agrca w pay jhe &um af 524.125. 00 aa tal~ows; iiKf7[AE[113iI1sYfiiY1&S4fI~lp r
y 250.00 5clke'l reswmabla rsueEStc
o► more at Duyefa apiwn oa ar befara Ihe 5 r dayoF OctAber psr
!4 ay 1nkrut tiam 9Jia A 87 so iAerata a4 ~EN K pcraanum on tha ~ The pa9menu duria` the enrrasii Y`+r ib o11 b= 5
detlialn~h'i~srseellSertr+F,rA+ialiEeamouweormaraoaarbeCo9mehs ~ L_dAyolaaehindevery , Suzh "eetcr+c" paY~u fmsx 9uys1 fhall cwi Kcn~a %atsre:6 $ellca shalk paY whea due ail ~ra! esca~c+ases and
lhersahax ua41 pud ia fu!!. Ins LLCa0."pEC4NYTi.II iAy. iRd dCbif 1PiQ ij~DdqLf !O Plld lO IIIE [i3EF6 id'ALLfli H1lYCf i7kil S41ILi Sflill idf Yi4 S C
ha~"~~' andthangcd casta 8u7tr fYr~t~ ~f1°a
Natr: Fiil in the date ia ihe fdlawiat ~wv ltna only if rherc ia an early [aih anr data, rcas~c ~uny EaAptil d eae.hYearEC rtl]tCi e~ttwlu' d't~it
n[ lulsmce w a m~n~mum oiSi9 re the ums ad ad~uauncaf. ESIYER
N8'FWlTNSTANDif~G TFiE A80YE TtiE ESfY1RZ HAtANCE OF PRIPlC1AAL ANCJ 1N`~'ERE5'T 1$ f]UC !N rwt nre ~cau
Fi11.L N07 U7fi1t THAPY _.$eptemWaz 19_97_.. SELI.ER
Paymcnsa ars appllcJ Rnl Cp ia3crrsa xad lhen W pnrrCipal. Parmenls &hall he n+aJe
sl .
or such cNher place oa Ehe 5afier may hercafter tndmeur ie wriuag.
S. FAlLURETOMAY:EPAYMEAi'f5UHA55CIMEqQ6tlGAi"7i0N5.lfBuyes(aib wmrkaanrpapmcnar '
QIl aSaU n1K1I oGIig11111egSI. ScAlti llkBY jpYC W allt9 Ifll[IM 1i1'Buy6t IRll1llildi H11yCf FAi I[Cl ibE diIIilqSf elSl p}YA7eI1giI ~ ailuheS ~ere€o ~fu ~ p,ri af ~hl~ Con~aci
wnbin firicrn 115) rJuy~. 3ellcr wil6 .~Eakn ahe paymanL[s~, royslhar wiGh any lals chart~, ufdit~+uai intrrca4 paaaliws, nDOBND+~ ~r uWa ric
aaduwuwsrsv:dhYLh¢Flolderaf~fu~eaumnl~l~~FalTdeE3-dtypariualmaYba~lweuse~la~svaWiheaurcirraf p~ E1+i71REAGREFhiER~f.ThiaCnnlrad'eneuU[uscaihaau~irsa=recmeaauf►l~e76n~~xandsu rtedcs~l Rnae
p~semsnt~ ma~ n+Nk+~~1Ri~' wnuan as tual. Thu CaDuacl saY ~ a~¢n'~rd onlp in wnisn~ clc~~+~sJ br Scl cr
any rcmrdy hy the hoiJer4ftho auumeJ oqligoiwn. 6uyctsAall immcdiaudy ~Rcrwch paymsna by Scller rrimDur+e
$4IICr (p[ l~iC 4{fiQ51AIo(iilt~l Pi~1[E1Cil1 ~kg 4I8LS C}laf,~ ft~j~lil /O AY6 [sCICCRIISY.,OIM1YiQ iF7O1ldi W Pt~ piW ;II CU3Af
arul atwracpa' fru encurred by Sc11er in cannixuau wuh makung uuh ipayurmne fqsI B4YRf. ~i ~ ond ~Icd ~1sis Canku<<he daY anJ yeu Cirst ahave wri4un.
!t'~WiINE$SWIiE~Fihepa~ h4r~ SB11KEit
4. ;al 013G.3GA17pN5 Tt} O 8 FAID 6Y 5ELLE 8.'tha Seller ayrcc: Iu conunue lo pay kam yaymenu rscalvzd gF11 Q
hcreundat the fuilowlna oDllgullan, whuh obli#atwa muta br gaiJ in full whsa Euyer pnya i1u purchase pncc in • ~ ~I' ✓ .
luil. 1[ ~
`!'hat ceFwin_ iec'cnled u AF i . t4 C C t ay~'f
~~a~..,......,.. P ~etn K. Bor~e~n
ran Lra t w+
r~NY AD[}17EO~NA4.OBLlGA710NS 7U HE PAI(7 $Y S€LLER AliB lT1CLUDEO p~i tiDDfHf3Ukt
{dy EQl1YI`Y DF 58LLER FA1 O IN Ftfl.L lTthm h+ienn ured the Seller na the pursGase prrcm bcrcia 6er,omca
eyual ta [he balaacea owe4 on ptiar cacnm6rances bringpaul hy Selkr. Buysrwdl he dsemed W bave uaumed sssd •
eocumbrarucra as af ihae daic 8uyu aha,ll therua[kr awks paymenu dircd wWe lsalders oduid eneamflrsnees and
makenoLunherpaymrnuio5e11sr,5ellarsdal~r~~haitiwrrdelirerw $uyRtafulR!lmaniJndin g=rdancrwhhthr '
pravuioai af Pangraph i.
(e) FA1LLIREUFSELLEATTJINAKE PAYMFNTSONPRiflReNCUM6RANCES.IPScileefadv mmakepaY + Sa61ar has uneal Uctobar 51 ~9~7 t9 raeata aaid prtmisrs.
paYmrnu on aay priorencumhranie, auyar map pve wriutn nome to Seller ihst unleu 5eifrtmaka►chedalinquaar
paymcnu wuhin ! 3 JayL Auyar will mara 1ha pa7rmenu wleih¢rw'Uh anp lace chatje, additionai ia4ercfL pensltitt,
aad cwisauwesf hy the hal.4eroCthe priwenaumhranm Tha t 3-dsy riaria7 mrr itc aharteaad W aroid Iha eaencisa
of anp renteVy 6y the CoWer ef lhE P rwr SasymbranCa. 9uyer may w[sdud thg amaunq w pafd plui a lata chargs o(5"K
af tiza a muuat ao psal aud a ny auarneyi tcsi and wiu iawrred by Buyar in caaucuan wGh the dcli uqiuu4ssy frrirn
pnymsnu Rcae hceomins dus Se!leren the purrhase pme. ln the eveRt Buyei ma ka wrh dtlfaqueeu paymanu oq
Ihrcc nccasioos. [luXar shail have Ihe dgha 1a make zif psYmauu dud l#eresher dircci in ebe huWcr ot auch pnat
encvmhraace anA dWuca ihe iAen 6alancs owina orv such prwr ancumGrarice irem tAt ohca hrlaass 4+nng qn the
purcharc pnce anJ rcduec perwaLie prymanu an ihe kalancc Uue ".xlinf 6y tha prywea4 eallid fur ie wsh pcior
eni^pm6rsnta aa wch poymenu bcCarne 4ur,.
~
7. Q71iER ENCUlrlBRAtiCES AGAIN5Y THE PROAERIY T'ha pcaparty ii anhjrd m encumbranse►
ineiudtng Lbe iallawins ![usJ aeaaaeira, casemaha, resukiwns and refarvasions in aIdlwti WtAr ohlijAtinns y
assnmcd by Buysr aad ihe ubltsatiaae 6einj patG by SeiFsr• 5`fATY OFWASti[NGT4N 5TA"~p OF WIMSHIHGTON
CYAIINfY OF ~ ~ ~ ~ 4F d■y oi k .39
On d,i. ~laY pc On 1aSt
bctwa ma the undcnigRSU." a NowY pu61x yn 4n6 for iha Suu cf
W awora p~ r
w 4alaned 4nd
maframwtabathei~ividualdw~+~d+o uhiai~++~ dn]y wmm
apd wha e+cecvud dhe wkhin and iuseO~n~, ap~usd
iwlniman4 aod sckaowkdisd
-j5,b ° ¢rsd ,
yipeb the ume as -ha ptcsidcnt, and Scc~csary,
[cce and valuausy +c4Vd dad. [oc ►4a wscs 10 me taowA w be fhc -
ANY AQa177[]NAL NON-MONE'fARY F-NCUdS8RANCES ARE INCLUT]EtJ lN tiADENDIlhI, usd purpow Lhareea meotfoaed ropceavelri Qf the trtrporiuou ldat cueuEed the farcY9int lnauumenl snd
8. F[JLFILLV~SEM ~]EEi7. Uawo paYascnsatril emuuau ~lue &ellar.~llu agree.t wdelirer w BuyeY r Sistuuary led ed ~hm aaid iaauvmwl I4 be Ihs ftzt aad roluniarl' ast
Wnrtanty [7eri1 ia ful~itlwenl o! (hst ContracL 71~a covaaanu af warraniy in arid dted shall naa apply io any GIYEi~I uadtr my Lrad aad oIIiCld ufl 4kaowuad ~ttd o! ssG1 aorpual3oa, fm the uus and purpaxa thrrcia
rncumbranru auumed py liuysr or ~ defccis in siile ansinj auhseyaeat tra iha ~s af thia Cnn~racl !y, ahmughor cu~~ abty i~~ thap ~+u~sorus4 ~ a+auje
undu peraUis+ Wher Ihaa ihe 5ellez hetein- Any perwnAl prapcicy inclu}!ed in the iale shaii 6s inskuJcd an the ~ {9 the wid iup-mcaL
du!$llmxntckcJ, ~4rWilaasamylunda~4!['Kii]ualdtrs%tiflTixcd~edayanA Ycir
9 L~4TECHARGFS.lfanypaymtntar~+hepuRhaup+sceuaaxmadesrithiaienil0ldmysaGct4hcdaaaiiisdue. ' N~~~
8u Yrr s8rcu to Ra Y n laic cAa ~e a4ual ln $7C of ll~e amaent aP suCh gaYmeaG SKCh late Ra Ym anl chsrie shall L~c m uElje fa as4 ~ fuu ibaYc wr+tLm
aJJition to aU aihcr+smsdtea itraFiobia iaStllcro+W the qtst imounu recetrtd from $uyer after we4 iate ehargraAm WE46iWR3e. rt"ai al ..5
Jue shall be epptuJ w+Ao l+ic ehorgas yIy ippaiauaeat upira, Koury Pultbc iu a[d fQr tha Slau af Washiagton. isudfn; 8[
IV ND A[]YERSE EFFEC'T ON PRIOR £NCUMBRAPtCBS Srikr warranu Ihat easty inW chuCoairan wt11
• nostsusrinonygdarenCUmhrsoetlairhrcuh.t6iucelrratedpaqmrnes.w[c) anincrcaeadinurut rUc:ualesai aA
- (h) oe naa becu canuntcJ to by 8uyet 4n writinr. MY ~A~+++~n~'
I I PC15SF451t3N Bnycr is cniidtd q4 ryaaxssiun qf ihc pmperty fmm and aller ihe d.ite af ihes ['onvaci
or 5[spt@AtBeC _$1•-•__.`. . .19 87 .whuhrrercs luirr.aultjcilwanytaoantiaJ~:krihcd in
$711~3nol•19~.
•..:-.9~~~~~~5C1~. ,
Tr~r~r~~r~~a T~le 1nsuronee oil
a~~ucsr r; 17Ii,fiCpAp
F"Jed ►or RecoM ati xeauao ot
s1 ~I~ '8I
C. .~vN dEEs . . ~tLr~tGtrrusU S5
Di~nr ' ~iIQ~~W[ SQ~jik T y4ft)
Addeeea....._.A, -MMA 9Ei~q
~ 9 aicane_ VA 20B 1iJ1YS,
i cser aad S+ab
.-T7 -Z3?~-
3e!!er's Asslgnmant af CunlrQCf acrd Dead
TiiBCAATTtL7A FEAN H. SO4lEN. ■ niaglr perean,
[6rralustccd*ed cnn►eys usd quii tletma to FERH B4VE8.
e singlo yereaa and CAROLLMNE fl, FRES, aa hrr a4gnrete yruprr;) , the grntes.
the folbwins de+cribcd ral estste. dlwlsd in 5 ynka ae CMeiy. Shis of'sV*tdr%tmy
togeihcr wild tR afttt aeqnired {L(!a of the Vrantor{s) thaein.
Tho Ycat 148 Ceet af the SonCh IF5 finet vf Trect 165
___of .YE$I~, aa, per ylet recarded in Polur 0"'~E'"'PEg[ri,
~'ega 30, retorde af 5pnkane Countg;
Sltneto Sw the Couaty o[ Spakaae. Sta[e of Veehingtvn.
tKdm lax P a% 8'J7i 0003344,3
$dw A+id PAft-e`
D.E "SK1P" OHMBtRC
Com+% lnaa
andldo htrsbv au;pn,lsvnsfer and sEt ova to the panita tha{ catain mi atalc dmlraat daled the
71et dsYor SepecMber .tig $7 bct'+ftn Fern M. Soven. e eLngle pseaon,
astftraxd CrnSg Cat1aM .nd RARFN I. CRTL[Itf, husbarb aEwl xlPe
ts purch+taer fm ihe uk and purchase 6T the sbo+e dcssnbsd real atals. "fhe psntee E=by ~
mume eand rorcea !a fulfip lha coudliioae aC nid ral alate mnread and tkc gmnlar dero
Ery evreeussld lhat ltxre b srow unpaid oa the prusdpal od nid conlret the srtn o[ j 29. 125.44.
Dated 5eyEember ZX . . {98T ~
-7+PZ - +c3.d-~ . . • • - -
. . _ • - - - • • . sr • • • - -
[Imlkfdmll CIYS+idna 1
B~
~ tsatrc~ry ~
SY'A'CE pP IilhBifltiO'['BW cCATs Op WA8i3iTS01'ON
OOUNTY OP -114° b ICB.P ^ I~ L$ifHTY t,IF
Ow tlu. drY-PK~uY vP"red bdora ms y~{~ ~w. fIr a~+Mse.y P461~ kn .nd iM 6bt. d W~f+
Feru 'H. 6oven Lrriw.. drlr voov: -d wd wrorn. verran+ur rppeand..-
M rFe kh-n 1b'As IM ` - la and
r[w esr0r6r! [lr.41hFA.sd fonsw-C h-eremm4 6.4
.nd actramdodged 114 sba..__ dsw.d 1fw a-ne to so knewn m b, the P"widane rn2 9eeneU•r.
e--X1.CF . im w1 +olantf+P sH aad d:e3. Mapvclh~.nf.._...-_..._...__.._._..,._..~...
~ [ef !hi 0!} wfsd i~ . J f1KSebL C~ti"Id. Of LfN)q~Ft{1114 1~M6 f~elYi3+~ 1~R fOl~4n[ t-i1r9nRlli4 /Id !CkIIn-WRf d
1}~/ M1tL ~qS~MnlRi 14 h/ lh! ER! Nm w1LLmarr iC! Afk( dfClof pm SmnaI•
•4= fW 11ri Y.es ind pupu+y IAeirSa nWn4MwtA. 11d wn aaih Vlf[ed NM!
dafmy tupA wrl d~ri wd {bIs d8*ed'~e'!h+ hmiv9 b nrsnit IMe rJd dAetnenaal rea 1l~sl iM
vrdtr +eal
Qt~'F.H
earbb+7a srtl d.~A smT+~•~n.
C'~l'5~,..._.~EP- mk°T 1B8.L 'Plitw,a wr 7rnd ~sd sAldd ~ad 1kr~t8 ~fesed 1AeMf ~adY"r Ilrre
~lsra vriiG+t
in sr+d Tsr tt. 4uMa Ww.r. 1tourf ~~k Gi rhd Ier el.e Staea o! W..i ~ ~
a.a~.~~uR~.._.~.Pakane ~nr,•
. 4391761
' ~ • I o+:
~ ] - G1~811494 MW?
FfiSi. A1~11G1~ 1lltg lM8 Om J 59.96 Soatul !o. il
Wl(L•N RLCDRDE➢ kIAlLTO
SP6FrIaRiC.VND uaLCF[
Atsomaxs ¢I l.a„r
E. 13311 ilroudrny, Suiio 3
Spukaac.lYA 99306
4391761
• ~ 0~i491f499 9 02-01P
Q ~n ~ 12 FiRST. d~FN[C~1 TITLE 3~ 9C8 59.09 Sm1Lnr Q. U
uit Clni~ ~']eed
t.omx Hn. 1990107
Ricl■ ardor No. I E7LH[8iT "A" FOR LECAL DESCRIPTICIIJ
Rslareeca Numbotr■ of Aalaisd 'Aosuaoatss
TH9 YV85I I7a 0{ TtAC•t MD. 186 tIP VFAA. BCDdidIR9 16 PE31 [8C0ld8fI IR V4ILLflip '0' tad F18IS, PdQ@
THE GRAN'COR JoMt K. mcsn .na reaaasa A. aaae, au.a■ae .na wi[r ' 30. In gpQkana Ctsunry. Washir~ DCCEPT that portlan desuf6ed as idfavrs`
Eos ■nd ln canridaraiYan of boundasp 1in+ adjuatmeat
canvoya and gstAC slaim+l Ca ]GAAZX I. FRTC2SW. HSt7 Ay37IitE9 iMd U LAAM r. BEGIHN[bIG Bt IhB SOIllh69St GCM1'IBf Of the k'YBSL hEll p( f81d 7iHCt 1$5: St1971Ca ddol'fh 89°54'42'
CAT;16M~ A SIY6'Li '86R8Qtl WM 8fC3f1$ the $0113t1 lbt9 d 88ld riaCt 18$ 8 diSl$A4`6 F/l 149.41 (5O1; ih$tli;8 NG(Sh 00 °2717 C$3[
all clghti eiC1■ and SnesCamt Ccantar'r may may have Ln chai lallouinQ a dlatanoe o! 172.oG lee3; ftue SOulh B9°34'4T' Esu pardllet [o the SoLnh ane af sald Trace 1E5
ar4crkaoa rrrl aSs►ta. altuAtrd Ln the ccuney o; ffoxPx~ • SiSEf nt a [ils#anca a1 148.05 Pest lo tha Fa~l Ilre ~ tald WesC hal{ ol Tract i6S; lharice 50uth f14°~'03'
waahingcone We3! elwg aaid F,ast Lina a dWArue vP 172fq faet t4 i'iiE POINT OF BEG1NN[kG.
togsehsa wich all alsir aaauired !1l1e nL th3► gransos(+) Rhar+iae '
SIY H7[HL9LT 'a" AT'PACti8D Y*R LL4AL AYSCRtYlIRt{
7bbrsrlatrd Lnqale ASH TAACT 155 V$A11
r .
Ass:ssou1s 7ROALRTY xr,X AARCSL dll718YR3 aartlon oe u6a+rs9a91 +1534.090e ~ .
•na 45234,0902
„
C■ ~ J ~ 9 V-LA44ja-
,C ~s Si{BRtSA A. ROSE
Staia a! Yaahlnqien ~
)sa. ~
taunty o! BPOKUM j
O L harrby carcttp thas L knw vr pare ■aClstaecorp *r[44nee tAat acm Y. ~ ' •
'a R4sX ]u1a SaT11a8k A. xoga ia the paraaa xhe app+ars:4 bataYe ar, artd msld i
~
piraan eckrtowlrdjaII Ch&C eAsx ■ignad thla inoceument an+f aekna+ledqid LC t a I
~ br eaaie (cie and roluneacy aeti 6or the uas■ and pucpear■ manelen+d l.n shL4
~ Lnatrumerse. tl .
~ oanado 7-I S -r1 '9
b1~a , s~4•!a Ae acaCe a! Wsr'hlnpcon, .
HaeMm,
r.a~t g tiy ~tkp^~s 4 1101 AnT4R►;~~ ~
r
N { • ' ' •
O • ~
. ~ ,
~
. ~
O
•
O
V
a
N
AFM11 REf.OFS13M FWt f0• ~
f= Amm
vaix[Ncrar srAlc uvnvrces ckcoIi w«a«
Flo eox vsccu "
0tirnp I A W " e6501
.
94051303$9 ,rw . r • •t,e
YOI.~T8,6 1 PdGE 4 9
6O+1kN0. e0009117
Aew- TdH L1n+Fer p~q GrU[
~EED nF TRUSr
` TkuS OM OF T t t u S T (gecurRy h m " s w + n b nuade an s. r s . t a a s , ll~s ~w Is
ounr o Kr[rrsai+. we KmArtn nnt as pM 1, unau. umstrmun nw►[+n. ,rowq. wu mtntsait, o,m. wwj*axo
vtrt IdAM I- ,
TF7@ htGt@@ IS f 1 R i'[ +t M['A 1[ k S 1111,E C a11I 1[ t N 1' S I V~R 4 II ( ['i 1AAl0Vy- TI~
beroolclaryty YFfolI GTq■ SfXt ! LKp LPTFES CIEdAti 7M70f, A i4oF44AiIqx,
WhiCl1 IS DT~Qd'Brld ~kf1g Ip7d8'l'!h9 ~3V~R 0~ S i A 4 L Q! VA3 pI5 6 Y 0■ ~ww VrhgSg 8QwI99S
40X U4FCU, Ll9]III i. tld fI50J C7-B!!de]-
B...'- 9~MLell-Fflq7pkZqWa11nO( Ome M.rdnd i9fsy lkrrV alftaswl 4013grv ►ad wa110GPd4rB t1.1.5. 3 t s s. 0 0 a. a o Thb daW Fa avldenced try BorrvWer`S nde dated Oev saM dme u Ois
seewar Usbumem [raWy.~ Qmaaes ror R,onftj p",mmr 2. wkn u,e ftA deba. rno paaa eartler, aua eW
payaGte cap.r r s. R o x s iFih Sr.c~iy Iru«renienl ~es m Uande+: (n) t~e mpwYmer~ d tl~e ~e6t
ewr~w~ cy ~na a~ea ~n ~~+e.r exterktlaM errd rtrotlKlcatbro a! the Nae; {4J tha payr►reffi 61 efl ~
aiw Amns, viRh KwasL Wmced uOm pwaWspn 7 m prasa " securlryr d a* saa.wy h+7ananwu: and (c) sne
a om b[ s urdar V* See+rRy Untnamrt wd tl+o Mda For fHa pwpose. ~
4nJM3 0yd COPN0y7 to Titt9tse, kn plpa. Mkfi pV1MlI d fd9. fifR kaowft des~ PMOO"
1mp!!d ti f r G C Aa [ 'CiOfFiljf. WSShh1g1om
TXf fAfg Iy fltT Of !N[ Y[6! Alt4f Gi I.NCt li5 0i res,t, As P!l /tAf i
Ta[l[Of ■CCOIOpR lf ti4lUil! 'A' 4f f4Aff. IAIIE 7es l■ 7fOCkML CAtlN1T. ~
v►sh~acrus,
~
~
~
~
+~chn.istresadrresace is325 e+sw $rr" AT[ , YIRAOIILL ,
tsa..Et ls~vi
Shias71'boG11 92031 rPPd(" AddYL'S3`],
lap coo-I
TOGEI'HM MV7TH aC She Mqx[ 3 rww cf h6/Baner etgClBd on tTta prOperry. atd aS,.~._ `76
appwsm■n+.ces, ard ettvax mw ar kwwdar a pwr d " popony. ADs and od7nscm sheA alsa be
J by qi1s secLuxy L„snsa+5e+w- Ad w rne 1aaQo6,q ks mfo.red ro 6, eeft soc+eRy trat.ume+ti a., Ow -Fkapony ,
B[]F1F10WER CQVENaN751feu E - ls Eow[uQy aeftud d the estala I+evobll Dormeved " hes tr€p ft% to g*+w
and cswr/8y ttua PrrpcnY af! 11m6 lfra PrepOrty b IanQrUaaytotod. excgpY fa wwGtrmbrarrees of rECSnd. B.• , r
+ra+ranes m+d wl slefevtd penerulIy the Wo eo ft ProqrWY eg*rsf s4 ctWhm sM dmxwids, aazMrcf roany
efxumbnncea ol reCOd.
rrxsaa~aiaa-9~ct~e ru~► 1prAC►W nfSTnUM~KT ~r awa vJ~
~~/l~'f~'~ P++GE ~ 09 e
~
~f 1 • ` `
f, • Mi Ay{FBICM T{iiL
NY
I°fLEDf'{52RECORLSATRCI,lUEST[W 9605130388
FIRST M9ERECAN TI7i.E ' '
V~x.a5»
r,:.y.~
W11C?J RELOfeOCQ RL~`TURN"i1Q
Namc X.a[en Y. PeCersen Ya~. I O r, ~~~~E ~f t+ U
Ad~F+c~ ~321 '~EAat_Lz,;h Avrsrmer. ra ~ CJ
'Cqp,517Mc7ip Verwde1.e W 99037
Fssrow Hamber. 3489
QviT cL+aM nEEn
• 'I71E~'.RAMTttJR IU3BFN I. FEM50H. +iRn &egutred c:Itla as Raren T. Cetlov, es hor
aeparete proparCp
fwasidinewstidsratien~a gtEt off torve ard •Eteeclwi wrJrr 6tAC e53-61-410
,
mnrcrysmlquq Jala heraelf, lGA0.H►! L. PBTOLSO, vha sGgulaed titte as MEN L.
CATI{JGI, ~ ~
et har sepwrxt• proparC]F, Qmi JWDI N. 4O58 aad iIiERESAw. R175E, hua6ard arbd r1fe, ~
bratheY-in-larr and sistier aF lCe[en i. PptCrean
the f.d6me+ft JrxaiYied mri csia3c, rulwted'ut ile (.bumy of Spbkane Ssuc se1tiVashivrny 1wIxr wilh
an aiSEr aeqvircYi Ittk Pl I* gnmur(4) i6crem: e
Thn 6aaC 99 Cenc o[ t1+e Vaat half of Teacc 189 oC Yara, aa par plac theravC raeaxdett ~
In Valuwse 'd' oE PiaSs. Page 10: ln SQnkane Comly. VsahingCvn. ~
-Y5.1 ar O.Iy ~
~
+~0(~0~168
Eimhe r.jPd~
Mrt . 0„ca±Pril 90. 1996
,
sTn,-r OF vnsIOsCTM
c~+y~ sfMkn.,e '
i~nsrrk~ i t~n,w~w ~+e ~.e;,r~~~ e~s~+Ke ~bm knrrn Pararaan .
ishe pctson -No apptwCa ticrom rne. aad taul iersaa ackeuwkxlgcJ ldat J-be
signed Iha ;rzefrumane nnd atkntsai6tdgc i4 [u 4e rer Cree +aW tahRUsry sn !n ihe vacS snd {nrrPases
tnCrtixaxll iA ihis rn¢svn.enL
Date& Mav If 1996
~
Aetle M. Rte 4mer
Naart PmWicmuut [mfdcStaSC af Wnshln~can
1 ~epri rr+~ ~ itakhtkg ol kane ,
~ M7bppwmtmrnxexpuex $I15l96
4~}aarrA'
rn
rsar:
V
• s '~I ~i: 267 x€ 1816 .~=~n• :
Planeer QI=ti~nal ~itla tasnnaes Campux 7G0518UO31
. ..aeu.aarw. rieu ornaaff.+
FikJ 9ar 1t4rnrd at Req,vat ot FILEil CR RECQSCta r
RE4LIEST GF fl:s_sc 7Liiid~9 tl!f
. : pla 1$ 8 46 IM !le
TO rCGrtaA VTil190.s^m(U
83'Lka7,f Ce:rei7.Ma5N.
ocrulr -
~y.r.. ~
Mnj,~,~
Pre;sareci in th2 afRice nE
RttOrncy W m, E. Hrnnenssop
~ w1()7. ECLf SL-rn•n ASCnise
5po'r.onc, Vlnshsn9ton 139202 .a.,
Deed and Purchaser's Assignment of Real Estate Cnntrct
C-'51 t+ 4 4
Tl[E CAAN'SOEL3 : QLAF T. Cf}FF$x and ALICS 31. CC7FFEti. husbaad L a3 fe,
[or.glus nxn.cd do irre6r conec~' ■udsptt'dxwYeFS u'Rrrant tci
, CEdAIG L. CA`I'Lt3311' and KAREhs I. CATlAW, husband & cf !e, [Ar ~.,m.r.
16a [cl6aling drxn6n!' mi ert.is, ritao[ed is the G+mqraf S}9Dknne
g(ate nf Waahinoon lncludlmg Pny 1Mertesl e[ipraln wAlCh;nator map heYeafter aCquirr
The vfcat half ot Trnct 15$ VE1iA, necordini; tni plai rer:vrc#cd lee
VolumQ "p" oq Pla.is, page~h, zn Spakarte Countg, Washing[ee,
ExCEPT the Sast 99 teeY therenf, AND E:SGFP'[ the Rezt 148 frec
of the Sopth 275 Cest.
SUB.7ECF ?O: L1ahL1iCy ta fuiure asazessment bg L'era irr3gatieo
Bietrict Hc+. 15.
and da bcrehr asaigr, trem[_n srA rss io-rer tv the Lrr.aeeetlto rert.ia m.l emots raM*aft daw 1he 19 [ is day-I
Septr_mor, 1973yeKvra George G. Amundsnn &Fu4a G. l4rniindnnn, hls +rtfe,
i
nMlcrond Olaf P. CofEeY 6s A11re M. Coflaq, huRhaud and cifc',
uparr.he.fr [rsr tFie t<le md purrhsx vf th- Fbma dcstritsd rr.1 rAntc- Tlw [nsnttr 'k.ra6r wsaRrs +ed vgrr»+ 1e
fuF6l1 ~&e raneG3.aau ei uid rta8 esta~e eawrort-
a
1
6Hsd tFau d.p a!
. {7a1L~
~ f I
STATE OP WASIi1NCEpN. }
r~
cowaf af Spnlcaa~ ~
On W■ 4•7 Pn*""+nr •PP«~ri "n me Q1,AF P. C4k'FEY and ALIC£ U. CUFFEI'
to +s+a knawn !e '6e l&e iwd'iriduRl F) dessritwl [n .ed .rhe ex.eu" 6lu withia +ani lorrymia4 tnAemna+L arvd
at:knar[rdgcdth.e thiip :RvAthe urne " their [reeS.J .o{one+sy as4 ftd dszd, tne e&a
vKa and petpaveo ths.s+. - - `loa-i J ✓
CiVEN yn~lcr m~ hand md e~ lal ~c.C ~hhF. r~~d~ df' ~:L✓ I37G.
~ • ' ` "A'n+aay fblJie u ~ad lar +1+.~ S+nca al~r.alnwgrewL
• • m:Gw6 at
gpni:n nn .
'i~
267 aaJB17 ~
r..n s~s[e nse~.7 ~on~r'n~f ent
~:an:u ~:lio~al TiRe Gssmartte Ca~gaa~ 7G05160012
.+wa~•.~row nne o.s.w+
c-rrd ear RK..ed .a Requgt ot ftL=p aa aEeona=0
ftE~UE57 ~ T~iR RA113~Y 1I[~f
p.c i8 8 45 kHy76
TO ' VStwISMY 03RAMO.RU7IIOR
if dRAFi E[0'JA 1 Y. xA.5W
p~.?YY7
2 v~
P;c;~re3 in 1hs cffic~s 4~ T
T•.~ -y ::-n. ~ FTennv~^_q
" . . _ r ~
r • ~~sa.r.l:on ~3~3~~}2 L~1R
,'w4VLDeed and Purchaser's e4ssignment of ReaT Estate C.vntract
THE GaAMTOR S: OirtF P. COFFEY and AL1CE R. CiJFM, hushand and mile,
!ar .e1- ee~rl-d dn Lueh,eon.cy.ad Wkxbkeceex wa rriLiti L Ya
CRAIG L. CATUYw and KAREN Z. CkTLAK, hushAnd & ay CB, the E. vato, ~
sM isdln.ri^R ~e~3rd 1.09 .ana .rt.r~d in d6eC-M7 el" $pokHntl .
Seaie of Wa-4ninglon Ancfudleg a"y falereal tlncrein whlch graetor r.iar hasexltqr asqrirc:
Ttae east €+9 fcet of the West aae-haI[ aT TraCt 1E5 s?f VERA. as
per plat thereaf recorded in t'aiume "O" o[ SRats, page 30:
nituate in the Cnuntq of Spaknnc. StnLO of Tn.tshSngt[sa.
SL'IIdF.C'I' 'i'O• I.fab11ltf t6 fvturr, acr,en.cnerot bY Vera IIrrigatltsn
Fllstrlct tio. 13 i. , , . .
~ ~7 f~~ ~'rfie.yn..'~ •
and elw cs-t.±n rs.~ eA+ee mnew9 &"thS 15 th daye!
SePtQmb~r. 1973F~er~ 11AROi,O R. 1CRSGlir and .7UNF. D. 11`ItIGfC[', huabind l4 v11e,
..ariScr+-d OL1F P. C{}F'FEF eLnd ALICS M. GY]fk'EY, hushtind and wife.
n varc6e~r [ni d~r wk .ad pnrrh.x rd t6s a6v.e devssi6ed mJ eo.te. Ths grseem 6srebr rad agrca ~
fd6El tr.e eoadi:iws oI "jd rcal cA..ic p4rad ehls d'7 04 a~ Ir*
~ ~ ~ ~ [srx9
«
STA7E Cf' V4"AS[i11C1"ilti. }
G~sT af ~pc~kan~ ~
Qn rl~6 day p~a.ll. ppnrrd 61wc m 4C.AF P. COPFEY arld ALIL'S U. C{1FFiEY
Wart Envrn !v ba the wpdirjdw] A de.trihesl ia .ad aha exerNd il.r x'xhia .nd fc..gving inu.umrrl, and
,K:~a,%va that they .cgreoe dw~.. sheir c." na .ci ~ .aa rOf the
~ rd pwPoect r~~ift -z ,
'rp
civr-t modci my h~a ~a ,EwW md m& v 76.
jyetm.y prpLs u. wd J~ d. 5nrr e/
n"di; d SpGkanA. ~
r ~u. ~ ~
• ~
~~~d ••4k13~$
~ a,~s v~e nvnE~ ~o~ nCO~e s vts
7b1Q1 ',d'J•f Fi'7
MOIlEER HATSOldRLiRLE IN'SUPIRMCCs s y,• _ t,. x 4
.L'~"s-.~=~~'h~~~ ~~~'i~•'~~
~i1rd for If[-o ~aC 1[~qucse od eE
NT 1 b 4 zT M '23
Tfl `~r~A:lrl~ • r - R.I Aw11113
A7- fi L:•.. i+w.aJ. [F:l.iLSM.
. i k[ j
337-13 s,37 3 UO
~ C _►~.s"•, cr4 .
R
Deed and Purchases's AssigRment nf Real Estate Canrract
rHe cRAI'TOn HaROto J. cnsEr ana ar,N t6E J. CAsE x, nts Ka re,
fw +.Inc r".•d ther dq h-.•6r cno..' .ni vrarrdot en
GRYA F. BQUEM and FEAN M. $OVEFi, htr~hand arrd ron fe. ,t6ugrzsee~
JIe InUa.ing d-wr.}.+l ...8 -tra., wu." 6 rhs 1"i-.nIr ri 5pokanS
31aSe af WashinRion lncludsng inlera+e Ihyreln nh4rh 1[r:ntcr mar pareaRer rCqolrv:
The 6fest 149 lset of Lhe ;auth Z75 Eert af_Lyn.cL..]65_qf__YEItA,
accordinq to plaC recarded 3n Voluare "0" aF Plats. page 30, in
5pokane County. ldashington.
~ , . • - • _
rn
~
p,~i,,,• `:i ~ .L:1cf?I:7
rA f1'ers
6. ~ .r'r•13_71~
u~i dv Y~reb1 u.++gn. i rimfrr aad sn a+cr m the gxE+atee fiise cerl.in rc.Z nede mqNrsl "sd 1'he d St dar v[
kvgv5t, 1915, b-t•m+ ftlaf P. LofFey and Rifce H. Ceffey. h1s K1ge.
"erllu eRd karold J. Casey snd den1Ce J. C83ey, h#S Lei t'e.
sf ~n rc6mr t~•r the i+k swi po.•hax n[ eii- a6a.. dntribrd rt+~i s#ite. ~e 6r~afa~ htrtb' ~vmn ~~{ggees eo
fn3&a the anndieimn uf saiA ,syl nuu ia+erm -
1?Oeul ibis 6Lh d.r a1 ffCEobBC. 1978.
~ y-~"~°`~~~,r.•~ [acu!
CdSe - ~ ~sra~f
(in,th Dakata y
srtirr. nr v.Au`xmsxrPtLx. ~
c-e7 ~
Q. ab;. 4.7 .pl,.,,,d irf„, to, Harold J. Lasry and Janite J. Casey
!o mc Su+om !o be the 8ndi-wdu.i S dvrrL6ed 'ra rmd +6e rrecasd dve Rishin and fweaeln% la.t.mnray rad
.ckna.ledRsd Ifi.t th9y .r"gned the "oe .a the gr lrrr md wlwd,.r rw and dced, fvr fhe
..a aad porpo.r.~ dsreFn rnretioncd
C6VGY sadcr my 6mro1 a.d 66c411 " ilLG )P dar a!' Qttbbe1'. 1978.
`~(yqoC Iq wo /orRfAf 0.S194C 6' W-Jaq*-%
re.af~nd Y .C, c~ ~ P ~
Filc 241D81k1glBa+aoa ,~~~..ri'~._.y`7.:!~.. ~
:
~ C~•i[•~Vl'4ACl{{ 11Wkl uns u~c~ +~a9mta ~o~ u~aara vu., : ,
mu~m~,wasuvr~r
rnwa.9~+.~ . ' . 87U~11~02'i~~ ` ~ : :
• •~ta.►: ti~. ~+`-t"-~''~""-'~eNE CAUt~3`l' :
.r_..s ~iR~ C9~EFT~1
f'~! [ar Tt~tc~.l ite~uc+l ~ ' ~ ; •
- ~ ~ 33 .
:
~~,rietropolitan ?~rtgag~e s &ecu~ities Co., : ykLtl~ti~ "~'A~`t'~ ,
A'1'~ ~ ~yglia K
~Pa'tA~' ~L~'sr"T...~n~~a_ :
~aa~.r~.sas s~~s~asc~^ - "°'$~1 ~ L L ~
~ f
. (~tr uu~ st~ts.e..~~s~e, wn .,,~.~Qa 55.[it11 • :
AtGc Lee~a1 t~pt. ~ ~
~ ^ ~ ~J':~ C~~i~ C:~~l'i11 ~eOC~
7'~[fi Clilll4'i`UI[ MQST81tH Ui9I'i`EG LIF£ A55UitANC£ C{il1PAliY
[oraa~[incros~i~knafmua! ~°uliPillote~nt a~ Real FStata Cisnttact ,
~'q'f a~ 4~~5 1o s?rva F. nnd P~zrn t4, aceaan huahand ar~d xiCe
[Iw [albnin~ dracsibesl rcaf ssLsta, ai4u+.ls~1 G, lha Couniy o~ S~Skans . Str~is v1 tila~i~~~ta~ .
LaEett~cs v~U~ ai1 n1~~Q1t}~~~1~ llu ~rnutns Ss1 ilieieiu+ •
U
r.~ r ~ ,,I .
5da Am1 P ~~G/
17 E "SXIP' CW~.6ERG
'~"~~Y~~,r ~he Hast t48 f~et of the s~uth 375 Eaet a#
~~~~ir°~d~ '~,g~t 165, 'vSRA accarding tv glat recac^~~d
irr t~olume "Q" a~~aEn. Page 3[I. in Sprikane
Countp, Siashins~ton.
s~fa'd~ed ia given 3n Eulfille~snt c~ that carkaln re~A entate Coatract
between Qartia8 h~rsto, s1aCeE1 August 1, 1975, anid aonditione+4 tmr t~e
• ennveyartce a~ the ebaue de+aarSbed gxo~cty, and tha convenanCS af var~
ranty herain contained sAall not apply ta any Citle. iatereat or eneum-~
brance arisS.nq by. ~hrough.o~c.nndar the pugche~er in saisl aantsact, and
sha7,1 nat apply ta say tanes, assessaisnts ac othQr chasges l~vied, aasc~-
seed or t~ec~aa~sng 8ue suhsequent ta the *3ate af said cantrsat. •
@alcc{ SeAteASber 15 .19 ^ , ` , ;
. P
• " r.:ue~rr~t, tnYr~Fn .s~p nc~irRar~,_~hr»-tt~~,tav,,,~,,,
1{adl.wlaa97 1 . ~ ~,I
ad
/
U d;+ ~ • . c/
,~..iwq 7~ ~tr~.,za.Ma -
.
c'' G~ ~ -
~1 as~~~~ P~cessurer
6YA3E OF WAS1fiHtt!"~fti ~ SCATg 9F tiYJ4$1flNO7ipN }
COU[i3Y OP ~ COUHTY VF_Snaken,r. ~ p~
~~.a.r ~rt~~ar •uvs.~s~ 6~€ws m. D~ ua~ itil ~r.t 5~ptembcr ia Af
'b~cia mis 11y ~aken4Rrad r liafsaY PvW:c k. +cad [ar ttn S4s~ od W.r~
i+.r+~., av~r ud s,~ ae~~r s¢~.u.a.,,.~at~..
a a.a Leewn 4 6+ rhs iw~.►dr■{ ana~ed M. ~..3 QI ~ 1 illnll~m '
RFq~ ~F[itlI44S UN t'I~CAlaI ~O~e~ i~serm~.nL Iteue f S~anean ~
M11~ *S~~l~iH~ 1~1C{ 1~[~ UM ftf1W 1" ~i TX~~~~
f+ L!M R.nF ml~l~~~ ~ ud d~e~. ~~~knassa~ W~..S ~t~i1ClITEP~
1c~ ffie wr~ ~w1 v++~f~+ lMryls warlkneJ. fl~e a~eryw afkea. Ua~l ►~tSWed l~ ir.epd.q ~a.tn~enL Knsf ~sApvslrAtxl
thn taid f~~u~n1 fo M~h. i.e. rsd ntmminis ~et nad dsrd ed s~fd +c~xl~w.
a1kw hr iht ~xar, fuf pe~ wr►F~ nKOIFurtW. ard sg ~4h aWed ilwl
ih~,jl 8X@ ~ tMsfa rx~a~dls 1M ri~wren! ~wd IIr4 tla ~n1
diV6M un~fsr wy 1...~ ~rd dRc4w1 a.i ~Ai.w1 trr tk~ es.pea e~ ~Cb++ .
d.~ al If WSe.+rn nq 6r~ ib3ef.f ud i.er vd ~L. d.' ■ad 1ns a:.t
~baw rnilt~..,f/` ]
/J~ ~r
Hv~a9Y 1•dUik w~a.I Isr fl~s 5tai~ ef 19axlr tlal ► 1` rw.wd~r 4M t. a nt5vn.
{ne~eM. ~re1.1~.~E sl rh~~{ s1.~° , '
N ~ U . ~ 4 J~ ~''s " ~
~ "x' - ~ Q
~ar~ rir~.~ i~ur~ ~ ~ S }
~ ~ ~ 7~
~
8r
Nfi . ~~`j -~T~rsz w
OfiH~~Dil. lt Ig nDt intad hnw aC! tte -xf, ~ 5S ~i~s ,
- ~
f8jglM fe !Aa propertY ir€cludfnq, t~ut Rok 1 ed t%
~ `'J ~ Y~ ~ . . .
AtAi, ~II f~nseas~r~snts. ancreschr~en V~ i~ v
lbEa#ionnundattes. it 0,,r,, oE, ~
modf~Y, a tnmm r~t wfy tU LIA$I ~e'
~ ~~l~r relal~s! th~a s tch. Rerarence ah Q ei+ "j c
m1~9 to ~n actut irer far nnhar (x ~ •
42 1
C~j
a r
■A~ ~P 1.4 3 rsa iZ ~ IJlAS
OZ
. ~ - 5[IBI
U)
6 rin. ~ + ~ •
11 TH
~rt7' tr~ ~ i# /L
. s ~ 2 3 ' 41 Ecr % . ~ . ~
h~
. O-S -V, scf1E(°r
~
~ (!96 ° v1 2 ~
8 z
io
. ~ 'a '~g T {71 ~
. ►ea ~ r T ' ~ I ~ J ~a
.07 .apsj ~ i
O' f ~
r'~ !~0 ~ r~i f' a ~ rdv ~ ■~o ~ • ~ ~ ~V
:"Q
~r~ • ~ ~ ~ ~ I
LJ* • ~ 2. Q~
• ~~~4 , .
. ~ : ~
w (D 3
s ~ g~J~ d 4
3
~
• : , ' ~ - +
X.
a
~ ~ . Zp f , ~ r ~ . ' p~ 4 •
41 404 ~ . ; ~ ~
a 4~
~ " tQ ~ . ~ ~
f~ ! ~ A•r. 5 ~ 16 . ■ r1r~ m 6
1 ~
~ P f3 1--- AT`d 17- C3 LT 1-4 -f" Y
BLTILDr.NC ANp Pi.ANNIAiG A C?NLSION OF THE W9LiC WORKS []F,PARThiENT
]ames L. Mansan, C B O., I3irectar Gary Uherg, C]irector
~ECEIY ED
SEP 15 1999
s~OKANE cOuNV ENc~NEM
nnEMORANnuM
TO: Vivisffiion ~
and Roads, Development Serrrices, Bi11
Hetxmings
Divisioan of Utilities, Informatian Services, ]im Red
Diuisivn ofUtilities, 5tvrmwater Utility, $renda Sims
Spokane Regivnal Health 1:3istrict, Steve Holderby
Spcrkane County Fire District Nsa. P
Vera Water & Farver
Spvkane County Air PolutiQn Cflntral gutharity
FROM: Louis Webster, AICP, Assaciate Planner
L
I]ATE: Septerirlber 14, 1999
FE: Prnposed Final Plat vf Autun-in Piace - PE-186t-98
Ersclased find copies vf the above referenced final plat. Please review and farward any
comments ta rne by Septemher 28, 1999. Tf you have any questians yvu rnay contact me
at 477-367j.
Thank you.
trn
Enclasure
cc: Karen Petersvn, 15323 E. 12'h AVe.r y'eradale, WA 99037
Patrick 1Viaore, 707W. 7`h Ave., 5te. 200, Spvkane, WA 99204
1426 W. BEiOADWAY • 5POKr1NE, WA5H1NGTOF<f 99250-0050
PHOi<!E: (509) 47I-3675 ■ FAX. (509) 477-4703 • TIJD- t5091 477-7133
~6ENEq,~C
NORTHWEST
- AMER~
January 20, 2000 SO/LS, TEST/NG & INSPECT/ON
STI W 0. # 99213 '
Spokane County Engineers Office
1026 W. Broadway
Spokane, WA 99260-0170
Attn: Mr. Randy Stronks
Re: Autumn Place, Construction Certification Package
Dear Randy,
Please find the following mformation which is intended to be used tiyyou in the certification and acceptance
process for Autumn Place.
1. A threc-ring bound set of inspection a.nd testing reports for the work constructed. Included wrthin
this binder are the following sections which document the scope and nature of the inspection work
provided.
A. Correspondence
B. Tcst Rcports
C. Daily Reports
2. A set of mylars and hvo bond copies for your files. Please note that these mylars are new mylars
("Record Drawings") and should replace or supplement the mylars that you currently have for this
project.
[t should be understood that this submittal provides certification for the initially constructed items associated
with this project. This certification only implies that the items shown were substantially built as designed,
and only vahd the day the as-built survcy and visual certification were performed by this engineer. This
certification makes no guarantee that other construction activitics associatcd with overall plat build out such
as home builders or new home oNvmers have not in fact dislodged, destroyed, filled in or in any manner
affected any of the items cemfied. It should bc noted that this letter does not relieve the contractor or
developer from the warranties implied within their bonding documents
Should you have any questions or comments related directly to the certification package submitted please
do not hcsitatc to call
Sincerely, W,~
STI Northwest
~
33472
` ~ ~~~ISI'El«'"
~
- `~0-6 U
_ y . Logan, l
lDmaES 06/14/ o/ i
3628 E. Ferry • Spokane, WA 99202 • Phone (509) 534-9711 • Fax (509) 534-9755
. _
o~
o ~
~ o
~ NORTHWEST
- A~IEP
SO/LS, TEST/NG & INSPECT/ON
February 22, 2000
STI W.O. # 99213
Spokane County Engineers Office
1026 W. Broadway
Spokane, WA 99260-0170
Attn: Mr. Ed Parry
Re: Autumn Place,
Revised Construction Certification
Dear Ed,
We have revised the pond "A1" details on the as-built plans to match existing conditions. The as-
built pond has a smaller pond bottom but has greater storage capacity than the original design. Due
to the increased storage capacity, the new design is equivalent to the approved original design.
~ Should you have any questions or comments related directly to the certification package submitted
please do not hesitate to call.
Sincerely,
STI Northwest .
LoC
~O W472~~
jONaL ~.-a ~-oo
lEviaEs 06114l oI ~ Jay W. Logan, P.E.
3628 E. Ferry • Spokane, WA 99202 • Phone (509) 534-9711 • Fax (509) 534-9755
',....e...........,......,......,........ -
STIORTHWEST
3628 EAS7 FERRY
5PC3KANE, WA992flZ
PHONE (509) 534-5711
FAX (509) 534-9755 Transmittal ,
Date: February 23, 2000 Phone Na. 477-3600
W. O. N'o.: 99213 Fax Na.
Ta: Spokane Cvunty Eragineering ❑epartrnent
1026 E. Broadway
Spokane, Wa 99260
►4ffn: Randy Stronks
Re: Rutumn Place 5treet and pratnage Recard Drawings
Transmitfal of the Fv!lowinor:
No tes:
Randy,
Please find enclosed one set of ariginaC myiar prirrts for the abave referenced praject. 9 have alsa
enclosed two bond copies for your,fifep,. We have revised Pond Al detail. 5mce the new pvnd
oonfiguration has changed sv much, we erased the original porod and drew the new canfiguratiora. The
eleva#ions shtswn are actual elevatiQns that keave room for sod vr seed m the pond battom.
We have aIso enclosed a letter indicating the constructed pond canfigurafion exceeds the rrtirnmum
shawn an the proposed design change.
It has been a pleasure warkmg with you vn this project, piease let me knaw if yau have any questions.
I have a6sa enclosed the three ring binder you gave hack to us. The binder is for the Meadowland project
Bruce A. Haward
3 sr1u3n,~"-V i.i i/99
~
~GENEq,~C
o ~~g
H
- ~
~ NORTHWEST
SOILS, TESTING & INSPECTION
February 22, 2000
STI W.O # 99213
Spokane County Engineers Office
1026 W Broadway
Spokane, WA 99260-0170
Attn: Mr. Ed Parry
Re: Autumn Place,
Revised Construction Certification
Dear Ed,
We have revised the pond "A 1" details on the as-built plans to match existing conditions. The as-
built pond has a smaller pond bottom but has greater storage capacity than the original design Due
to the increased storage capacity, the new design is equivalent to the approved original design.
Should you have any questions or comments related directly to the certification package submitted
please do not hesitate to call.
Sincerely,
STI Northwest
LoCq,
y • ~2
~O M472
~jO1VAi" ~ -a ~-oo
~
IExPtaES 06/14/ oI
Jay W. Logan, P.E.
3628 E. Ferry • Spokane, WA 99202 • Phone (509) 534-9711 • Fax (509) 534-9755
6EMER,~~o
~ NORTHWEST
SO/LS, TEST/NG & INSPECT/ON
August 9, 1999
ST'I W.O. # 99213
Spokane County Engineers Office
1026 W. Broadway
Spokane, Wa. 99260-0170
Atm: Mr. Randy Stronks ,
\
Re: Autumn Place, Construction Summary
August 2 - August 6,1999 ~
Mt. Crest: Contractor ~
Family Quality Construction and Development: Developer •
Deaz Randy,
This letter transmits the general construction activity that occurred on site during the time listed
above. This letter is not intended to replace the construction daily report produced by STI
Northwest or its staff, but it does transmit the general information concerning the construction
activity. Any item that may be listed below may or may not be in compliance with the plans and
specifications. This letter is not intended to be a submittal for acceptance. It is for informational
use only. '
• Vera Power and Water tapped water main in 12' and stubbed to project.
• Sanitary sewer line was extended to property.
• Disturbed areas in 12' Avenue were backfilled and paved to open traffic lanes.
No major deficiencies to report at this time. If you have any questions or comments conceming
any of the items listed above, please feel free to give me a call.
Sincerely,
STI Northwest
~~~Lr e4 .
Bruce A. Howazd
Principal '
cc: File
~
3628 E. Ferry • Spokane, WA 99202 • Phone (509) 534-9711 • Fax (509) 534-9755
~6ENEq,~co
r ~~o
~ NORTHWEST SO/LS, TESTING & INSPECT/ON
August 17, 1999
STI W.O. # 99213
Spokane County Engineers Office
1026 W. Broadway
Spokane, Wa. 99260-0170
Attn: N1r. Randy Stronks
Re: Autumn Place, Construction Summary
August 9 - August 13,1999
Mt. Crest Enterprises: Contractor
Family Quality Construction and Development: Developer
Deaz Randy,
This letter transmits the general construction activity that occurred on site during the time listed
above. This letter is not intended to replace the construction daily report produced by STI
Northwest or its staff, but it does transmit the general information concerning the construction
activity. Any item that may be listed below may or may not be in compliance with the plans and
specifications. This letter is not intended to be a submittal for acceptance. It is for informational
use only.
• Sanitary sewer line and side services were placed within the plat. (Newer Court.)
• Air and mandrel tests were conducted and passed on the new sewer line.
• Density tests were performed on the sewer line backfill.
No major deficiencies to report at this time. If you have any questions or comments conceming
any of the items listed above, please feel free to give me a call.
Sincerely,
STI Northwest
`f:~ t-•~ ~
Bruce A. Howard
Principal
cc: File 3628 E. Ferry • Spokane, WA 99202 • Phone (509) 534-9711 • Fax (509) 534-9755
NORTHWEST
SO/LS, TESTlNG & INSPECT/ON
October 5, 1999
STI W.O. # 99213 Spokane County Engineers Office 1026 W. Broadway
Spokane, Wa. 99260-0170
Attn: Mr. Randy Stronks
Re: Autumn Place, Construction Summary
September 27 - October 1,1999 '
Mt. Crest Enterprises: Contractor
Family Quality Construction and Development: Developer
Dear Randy,
This letter transmits the general construction activity that occurred on site during the time listed
above. This letter is not intended to replace the construction daily report produced by STI
Northwest or its staff, but it does transmit the general information conceming the construction
activity. Any item that may be listed below may or may not be in compliance with the plans and
specifications. This letter is not intended to be a submittal for acceptance. It is for informational
use only.
• Fill was placed and compacted in the roadway subgrade, including below the curblines and
in the waterline trenches. (Newer Court.)
• A drywell was installed neaz the northeast comer of lot 14. .
• Density tests were performed on the roadway backfill. '
No major deficiencies to report at this time. If you have any questions or comments conceming
any of the items listed above, please feel &ee to give me a call.
Sincerely,
STI Northwest
Bruce A. Howard '
Vice President cc: File "°"flWmft atQC "°ocid'''L
3628 E. Ferry • Spokane, WA 99202 • Phone (509) 534-9711 • Fax (509) 534-9755 '
~
~
~ NORTHWEST SOILS, TESTING & INSPECTION
October 11, 1999
STI W.O. # 99213
Spokane County Engineers Office
. 1026 W. Broadway
Sgokane, Wa. 99260-0170
Attn: Mr. Randy Stronks
Re: Autumn Place, Construction Summary
October 4 - October 8,1999
Mt. Crest Enterprises: Contractor
Family Quality Construction and Development: Developer
Dear Randy,
This letter transmits the general construction activity that occurred on site during the time listed
above. This letter is not intended to replace the construction daily report produced by STI
Northwest or its staff, but it does transmit the general information concerning the construction
activity. - Any item that may be listed below may or may not be in compliance with the plans and
specifications. This letter is not intended to be a submittal for acceptance. It is for informational
use only.
• Concrete curb was placed on 12'h Avenue and Newer Court.
• The concrete was tested and sampled for future break testing.
No major deficiencies to report at this time. If you have any questions or comments conceming
any of the items listed above, please feel free to give me a call. Y
Sincerely,
STI Northwest
Bruce A. Howazd
Vice President
cc: File
3628 E. Ferry • Spokane, WA 99202 • Phone (509) 534-9711 • Fax (509) 534-9755
•
` I'IIOR~HWE'ST = M09
SC7"ILS, TESTlNG & 1'NSFEC~',f!l311I"
Octvber 20, 1999
STI W.O. # 99213
Spolcane County Engineers C]~cic€:
1026 W. Broadway
Spokane, WA 99260-0170
Atthi: Mr. Randy Stranks
Re: Autumn Place, Canstructian Summary
Uctober 11- OGtnber 16,1999
Mt. Crest Enterprises: Contractor
Family Quality Cvnstructivn and Develapment: Developer
Dear Randy,
Tus letter dransmits #he general constructivn activi#y that occurred vn site during the time listed
above. "Ihis letter is nvt intcnded tv replace the cran.struction daily report prvduced by STI
Nerrthwest or its st4 but it docs transmit the general inf'orniation conceming the constniction
acrivity. Any item that rnay be listed belvw may or may not 9e in compliance witb the plans and
specificabvns. This tetter is noC iatended ta te a submittal Far acceptance. Zt is for infarmatiorual
use aryly.
i CSTC was placed and compacted on Newer Court.
! I]ensity #esting was perfvrrned on the CSTC.
• Asphalt pavement v4,~~ ~laced and campacted vn Newer Cvurt.
Nca major deficiencies to report at this time. If yvu have an,y Questaans ar camments cancetnang
a..ny af the items listed above, please feel free to give me acal1.
Sincerely,
S'n Narthwest
Bruce A. xoward
vice Presidenc
c.c: File
3628 E. Feriy ■ 5pvkane, WA 99202 • Phone (509) 534-971 1 aFax (508) 534-9755
~
~ r
~ L NORTHWEST
SO/LS, TESTING & INSPECTION
November 2, 1999
STI W.O. # 99213
Spokane County Engineers Office
1026 W. Broadway
Spokane, WA 99260-0170
Attn: Mr. Randy Stronks
Re: Autumn Place, Construction Summary
October 25 - October 29,1999
Mt. Crest Enterprises: Contractor
Family Quality Construction and Development: Developer
Dear Randy,
This letter transmits the general construction activity that occurred on site during the time listed '
above. This letter is not intended to replace the construction daily report produced by STI
Northwest or its staff, but it does transmit the general information conceming the construction
activity. Any item that may be listed below may or may not be in compliance with the plans and
speciScations. This letter is not intended to be a submittal for acceptance. It is for informational
use only.
• The subgrade was prepared and compacted for the sidewalks along Newer Court.
• Density testing was performed on the sidewalk subgrade.
• The sidewalks along Newer Court were poured.
• The concrete was tested and sampled for later break tests. -
,
No major deficiencies to report at tlvs time. If you have any questions or comments concerning
any of the items listed above, please feel free to give me a call.
Sincerely,
STI Northwest ,
. ~
Bruce A. Howard
Vice President
cc: File
3628 E. Ferry • Spokane, WA 99202 • Phone (509) 534-9711 • Fax (509) 534-9755
-
~ NORTHWEST
- AHER~
SOILS, TESTING & 1NSPECTION
November 8, 1999
STI W.O. # 99213
Spokane County Engineers Office
1026 W. Broadway
Spokane, WA 99260-0170
Attn: Mr. Randy Stronks
Re: Autumn Place, Construction Summary
November 1- November 5,1999 '
Mt. Crest Enterprises: Contractor
Family Quality Construction and Development: Developer
Deaz Randy,
This letter transmits the general construction activity that occurred on site during the time listed
above. This letter is not intended to replace the construction daily report produced by STI
Northwest or its staff, but it does transmit the general information concerning the construction
activity. Any item that may be listed below may or may not be in compliance with the plans and
specifications. This letter is not intended to be a submittal for acceptance. It is for informational
use only. .
• The four drainage swales in the northern and central part of the project were installed.
No major deficiencies to report at this time. If you have any questions or comments concerning
any of the items listed above, please feel free to give me a call. -
Sincerely,
ST'I Northwest
Bruce A. Howard
Vice President
cc: File
3628 E. Ferry • Spokane, WA 99202 • Phone (509) 534-9711 • Fax (509) 534-9755
~..........,._...r...,.:..._.~.._,..
~ NORTHWEST
SOILS, TESTING & INSPECTION
November 10, 1999
STI W.O. # 99213
First Savings Bank
200 W. North River Drive, Suite 350
Spokane, Wa. 99201
Atkn: Mr. Darrel Monasmith, V.P.
Re: Autumn Place, Progress Report
Deaz Mr. Monasmith,
ST'I Northwest has been conducting the services of construction inspecdon and material testing
for the above mentioned project. At the request of our client, I would like to give you this
progress report and estimated percent completion for the above mentioned project.
As of today the contractor has completed the installation of the sewer and water facilities, as well
as services to each lot. The contractor has also completed the installation of the storm drainage
structures, and graded the `208' swales as required. The contractor has also completed the
installation of curbing and paving and sidewallc for the project. The curbing, paving, and sidewallc
completes the public unprovements for this project.
The remaining work to be completed consists of punchlist items, setting property comers, and
centerline monwnents, as well as the completion of the final as-built drawings and submittal
package. Therefore, at this time I estimate the percent complete to be approximately 90%. If you
have any questions concerning this matter, please feel free to give me a call.
Sincerely, ~
STI Northwest '
Bruce A. Howazd
Vice President
cc: Sue Ann Kinney
3628 E. Ferry • • • '
Spokane, WA 99202 Phone (509) 534_9711 Fax (509) 534_9755
. ~
~
~ L NORTHWEST
SOILS, TESTING & INSPECTION
November 11, 1999 STI W.O. #99213
Spokane County Utilities Department
1026 W. Broadway
Spokane, WA 99260-0170 ,
Attn: Gene Repp
Re: Autumn Place
Dear Gene,
All work for the installation ofthe sanitary sewer at Autumn Place has been constructed in substantial
conformance with the plan set and specifications, except as noted on the "Record Drawings". At this
time we have completed the installation of approximately 542 lineal feet of 8" sanitary sewer, and
completed the air and mandrel testing. Spokane County has completed the T.V. report and manhole
inspecdon, and found no deficiencies. .
At the request of our client, Family Quality Construction, we request a reduction of all associated
construction bonds for any related work associated with this project.
"I have reviewed the construction of this sewer system and to my knowledge find it in substantial
conformance with the accepted plans and Spokane County Standards except as noted."
Sincerely,
STI Northwest _
T►Q^ r
. °4 wASr~,c9,
~
~
~o ~i~s~
~ ExaiREs 06/14/0 1 ~
Jay W. Logan, P.E. -
Project Engineer 3628 E. Ferry • Spokane, WA 99202 • Phone (509) 534-9711 • Fax (509) 534-9755
IAN-14-2008 14=43 01150415 0213041402150514 P•81
pY.,AT PUNC"Ji x.IST
OFFICE OF T'SE ~ SPQI~u4►NE
coUNTY ErrGnvEERs
~ - w~ o`._ - =
pROr7'ECT NAM: A,utumn Place
INSPEC~' O Strotim DATB 1 t 00
m im . . .
6ponlvt's Eti4pneer: ~ S1T
1''E'~MS: . .
1) GoaStr4rt ponQ "Al" per pUit dimenitvas. ( C~s~ .?ee- Q.W. l;k.r&,)
Z~ Plat ent:aace_dn ts constmcted ta t!►e SE con►er oi pond"Al" reduring
deAgntd dratngp u+ea sad *olume. ►.inr t,,a pt>jr> ~:;Ttv.-A)
:3~r~ ttsd~'r,.c sips at 12•/Ntwer Ct. ( w~strr~ ~E~ ~+E~-,~ s~r~ v~5 -f. 1(~~ ~o.
Posl4e Fox Nm 7671 (6° II.yro0
'o .~o ~ r~
-
Anri. w..4i~lt. ~
~ Q''°M`
vrom a
Fa• yjr6 ,8,0„! • ! ,
r '
.
r
' j . ~ . .
• TOTAL P. 01
O1/14/00 PRY 14:41 (T7c/RI NO 77173
h
~ NORTHWEST
SO/LS, TESTING & INSPECT/ON
February 22, 2000 ,
STI W.O. # 99213
Spokane County Engineers Office
1026 W. Broadway .
Spokane, WA 99260-0170
Attn: Mr. Ed Parry
Re: Autumn Place, •
Revised Construction Certification
Dear Ed,
We have revised the pond "Al" details on the as-built plans to match existing conditions. The as-
built pond has a smaller pond bottom but has geater storage capacity than the original design. Due
to the increased storage capaciry, the new design is equivalent to the approved original design.
Should you have any questions or comments related directly to the certification package submitted
please do not hesitate to call.
Sincerely, •
STI Northwest
VJ' LO
~O 33472
AL
~
~ EXPiaES 06/14/ o ! ~ . . '
Jay W. Logan, P.E. 3628 E. Ferry • Spokane, WA 99202 • Phone (509) 534-9711 • Fax (509) 534-9755
MAXIM~JM DENSITC ~ MOISTURE CUR~S . ~ ~ , . .
Pft=T HO.: S9 2 13 : PR4&CT NAm A ,k 7f `uw ~I~aC~ . . . . MEVAnoN: '
p , `'r: -43jy 9 5ANPLE HQ.: 26C,-
TEST DATA
~A~~{!► TrS1 .71LE y
5 AN[31~R[~T . . . [LD
140 IEST NQ. . i 2~3 4 5
~ ~ ,.r .
moi5`6URE (oND[TIflN ~1•~ ,~~ap ~.~o~, ~Y~r,
WElGH'I` OF" $DfL et MOLO ~'tS.Y7 Z~~y ~•y~~ ~G,~
~ - ~ WQGHT - I►U ~-f ~f S~ ~s• ~y.~ S~
NET WET WDGHT $\}IL ~ 7 •9~; 1+0•r 9 fO.~
NET DRY 1N£IGF4T 5(]IL
. . . . 9•~~ 9.9Y r~.t~. ~ .
v(L. C?F M4i.o . .076-
. 07f
DRx.MSITY pcf
rz7.Z 13r. ~ AU,3
PAN
J/ a.~z
- I l - I A 1 .1 x s 1IVET WT. OF S41L &'fARE 17 , 39Z~
. ~s y rr3,6 ~x9.~
DRY WT. +DF SOIL. & T►ARE ~ ~ ~4 '7rf~•7 ~ Z,el
~ WEEICi-3T - TARE .9 I299•,v
~ ~ss Y4lEIGHfi - VYAItR . ~ z~'• 9 124,7 ~ 9. $
~ WEIMT - DRY SUEL
t _ MOlST]R~ % OF DRY WT. y;~ S•~ ~ s~'~, 7`~
~
1m -
_ m ° SOfL CLId►9S
P'ASSNG 3/4 g ~ • ~
2
Z PAMNO #4
~ MA)uMllM f]El+[ScTY ! 3 ~ . S pcf
~
dPfifMuM MOISTURE
OL
' ! • " E
. e
s ~
AV AV
~ ~
33 ~
NOR9 i YWESi
tl $ 10 .20 25 30 ' 33 49 45
MOlSTURE OF DRY WElGHT)
~~~THWE,r`' T nELp =PORT # ] G! . , ~ .
~
MA'I`ERL41, SAMPIING &TEST REPQRT NO. x>m
ld, PRaEar ~ ~ REPoRTEkATE / 0-5 -4 '7
PRojEcr Au`tu maL_F
~ FlELb DATA BATCH QATA I~
lVlATEJWAL 5147U[PL,ED • ~,p,~,~c ~ MIX NO. 3 L ~ ~
MATERIAL &IlPPUEI't ~r~ 7's'l r r TRUtK Irit].
a4rE sAMPLE rAKE+c ►a~-sr--17 of ncKErNO. 1 a1.39~3-7
aUnE oF sAMPUNG •Ir:e-6 sACKS cEnENrICU m 5.75'
! wE►atHER Se►,) 60'> r+rPE r.EMENr . ~ A fr J~
AJR TEMPER11aURE 60 a a+TCH TIME
SRMPLE'T1fPE Cee r~a *lr,ICM ENO PaACFJNENTTIME
srRUCZURErrPE curJo AWDnvREs A6A`
ssAnnPuE LOCanoN d-T MAc AGGREGaTE sIZE
_ Z
wATER ►4[]oEO [GAL)
TUTAI. CUBIC YUS pLACE7 2-4 wIC FLA„o
- SJ1MF'l.E 7'AICEN FROMYARL]5 INTb PtACEllENT I[3E5iGN Sl`REHGTT}i xDvo Z'vdA°yj ,
FIELD TESTING DATA
TEST RESULTS SPECIFIED YAL11F.5
5LllMP (inches) If 11 nldx
GDNCRETE TEMPEFiATLIRE (F} re .J a SOp -ro 8190
AER CQNTEN'f B
WAi'ER AD[?E{? (gaQ
, _ .VU'A7ERICEMEHT FEA710 ■ ' ~ ~ _
~G LABDRATURY TESTING DA7A
Ul9 iD FlELD ID DATE QATE AGE SIZE ARF-AA T(]T14L LOAd Si'RENG"f 9'ES7E@ ~
No. Ko. r~n ~rFsrEa (nat~S) sQu►►M ir~ ~ss) (PSi) ~ gY
~ Z ~ 14 6CaR toM4q ~ -7 6 Xf~ Z-fll,b 107,5;-oo W6 0 aL
i r fzlr~9 ?-g ~ L-ici, a-r,s li''~
~ 1/z /49 2 ~ 133, ~ 'k 77o PZ
~ ~ ~
. T . _ • -
REU'. 8197 - 0:1FORMSIGEC]TECHWIATERiAL Rf'T DOC
MAXIMIJM DENSITY Bc MOISTIJRE CUIRV'ES
PROJECT NO.: ZL3 pROJECT NAME PIRCf . , ELEVA110N:
SIWPLE NQ.: 3O~_
146 , 1EST DATA
U'CqMPACTION TEST SIZE
. . STANDARD ' - MOLD
140
~ TEST N0. . I 1 I 2 I. 3 I 4. I 5
!
MOISTIIRE CONbITION f300 -,,zso
i ~
135 IMEtGHT OF SOIL & MOLD ZG,(~ Zb.7 I
i
wErcHr - MoLn 15.68
- -
~ -
NET WET WEIGHT SOIL 11,o? ItotZ I
~
130 V NET DRY WEIGHT SOIL
_ = fD~23 I 10,52I . I I
VOL OF MOLD . 0-7 s .a75
125 DRY.KIVSITY pcf 13~.5 ~b~Ia
fl'~ i'; I
_ - i PAN
, • ~ ~ i
WET WT. OF SOlL & TARE 724~~ 7`R• ~ I I
DRY WT. OF SOIL & TARE ~q2~a 6s.1
- - -y- ' € - - VYEIGHT - TARE I3oz. `l 3o~B (
~ „s : . . ' . WEIGHT - WATER 31 ~ 8 Z(~.q I I
~ - --l-~- ~ -~-~-T- ' - - ~ - -
WEIGHT DRY SOIL I 389,5 I~6~ I I
M0ISTURE % OF DRY WT. I 816 S. 69 I- I I
t~o• ' , .
m - --'~--j- _ --i -AL -314 70.`~w
~ SOIL CLASS ~ ~'.STG
~ ;'•`I ~ i'~
,
% PASSlNG 3/4
i-i 1 , : . i I_; i % PASSING #4
~ I I I j MAXIMUM DENSITY--J-5Q• 5 pcf
OPTIMUM MOISTURE ~ %
0 ioo•
i ? ' ' , 1_ . i ; , j
- ' ~ ' ' -L- i- -
i~ '
ss ~ • ' ' ' ~ ' ~ ~ ! : } I i ; i . i
iV 1 ~
!
i i 1 !
I i ! i ~ ; • i
d
~ ,1! 1~
~ . ~
---i j -i i; i
i j ~ i E ! I ~ ; . ~ i ~ i ~ ~ 3 . i ♦ ~
I~- ~ - , --;-~NOR'TH~tlES"
ec • '
0 B 10 13 20 25 SO 35 40 45
MOISTURE OF DRY WEIGHT)
frocLon Laboratori"es
N. 1403 Greene St., Spokane. WA 99202 (509) 535-5501
P.O. Box 14642, Spokane, WA 99214
PflA ~JOB#
4. 21 3
Rt
CC: List Initials
ANALYTICAL REPORT ~
~
r ~
CII2ftt: STI Northwest Repprt NUT71ber: E-5223
3628 E Ferry
Spokane, WA 99202
,
Attn: Oavid Lehn
% meq/1OO grams
Sample Identiffcation Or3anic Matter Cation Exchange Capacity (CEC)
Autumn Place Job # 99213 3.3 11.5
Sample Received: 12-16-99
D8L2: Dec 20, 1999 Slgfl@CJ: `~~Yti6t.t,v/..~~'Z1~'?~i~~~~-,. ~
STAFNQR7HWE57
A$PHALT RICE AENSTi`Y TEST
ASTM D 2441 I AASIf'I'(] T 209
DATF, f f- 17- I?q
PRf]]ECT NANI'E_Akh"W PIC, C_-$ PR47ECT NUM'$ER I-3
TYPE OF AIXTURE A s" i yr
SUE OF SAMPLE Q0x
NUMBER OF SANIPLES I
TYPE OF CONTAINER -(circle one TYPE A,a,C,I3,E, or F)
TYPE OF PR[CEDU~ L(drcle vne WETGHT IN WATEYi, WEI[iHT IN AZR)
A MASs OF sAWLE, g•
B lYllle7e.7 OF L.VNi 175d1i'R, g.
7~~~ [~Hil .s~
~ lYlS OF CvVER, g. ~~~e LJ G4
~
D MASS OF CQN`I'AMER + CUVER + IaVATER QML), -7 If `1 7, c? cl
E MASS OF C[3NTATAIER + SAAeT,,E # WA'fER, g.
r$.e(g
F V4LuME OF cOrrrAnaEx~ ~ / fV. 2 r
G YC?L[IME UF SAIVIPLE, cm31 fN. 1
H k I]]E'N5I1'Y {3F SAMPL.E, Wn' 1 ft'. [Al(EL+I7-E)] 7-4EI r I~ 5~Z-5' -
TEST PERFC3RMED AT 25°C +1.7 or - 2.3 'C `+3 ot -5F) zifl CAIiec#30i4 IIee~fed. Sf7e ASTM.
VOLUME OF CUNTAINER =
DENSITY IIN FCFi (ft) = I7EN5TTY AT cm3 x 62.245. (62.43 X0.997)
.
RECORD DEAiSITY T4 0.000 cm'r fV
Nfl`1 ES:
TESTED BY: CHECKED BY: REVIE'VVED BY:
~ - - . - • . _ -
~ •
NORTHWEST FMLD BEPORT # . ,
• . MATEBIAL SAMPLING & TEST R,EPOR,T NO. ~ .
; PROJECT ~"(~'r'VI~+1 r• PLG4. Ce_ PROJECT 11 792 I 3 REPORT DATE fO -?i 7- g/ ~
1 FlELD DATA N ' BATCH OATA ~
MATERIAL SAMPLED • MOC NO. 3 z i/ 30
MATERIAL SUPPUER TRUCK NO. Z 7
. DATE SAMPLE TAKEN Z 7- Q~ ncxEr No. / e i 4 e 8~'
TIME OF SAMPUNG 1'130 SACKS CEMENT/CU YD 's• 7 S
~ WEATHER 4!i wlp4/ TYPE CEMENT .3D00 ~'f
• AlR TEMPERATURE BATCH TIME ,Z-4 SAMPLE TYPE Cow7G END PLACEMENT TiME p /
S7RUCTURETYPE Sip~a~/AIC ADMIXTURES - G C7
SAMPLE LOCAl10N tOG LT MAX AGGREGATE SIZE WATER ADDED (GAL) Q •
TOTAL CUBIC YDS PLACED ~IO c~ 1N/C RATIO 0,17
SAMPLE TAKEN FROM ZO YARDS INTO PLACEMENT DESIGN STRENGTH
FIELD TESTING DATA
TEST RESULTS SPEClFIED VALUES
SLUMP (inches) ^7 M*4 X
CONCRETE TEMPERATURE (F) 6 Q OF QD s F
• AIR CONTENT . Q9 % ' Q. $ ~o•$"~~ .
WATER ADDED (gal) C>
, wnMwcEMErrr wAno o.47 . .
~
LABORATORY TESTING DATA .
LAB ID FIELD ID DATE DATE AGE SIZE AREA TOTAL LOAD STRENGT TESTED NO. NO. RECD TESTED (DAYS) SQUARE IN (LBS) (PSI) ~ BY
zZs ~m~~~ 1 7 ~x~Z I~,Z~ ~o ~
-es C I ~.i3sz8a I~a~a I~r~
~ 44ZU
~t-~c. z8 1 39 I r0 'To
. ~ N .
REV. 8/97 • O:\FORMS\GEOTECHWIATERIAL RPT.DOC
.~A~.
NORTHWES1 ~
,
;
;
DAILIr FYELD REPQRT
; ProJect NaniLe Date:
q9
ProfeGt No. Report No..
vgimw
Arnvai5i rme OFFS,TE
NI 47'Gva•► (I+ PJO
; ciimrt Local Represerrt~p ne numtrer
Generm vantractar S`ffiFtepresenfiffiVe7-51tone nurnder
Wi + Cfts4
5wwmitractar STI Project Managed p[h~one namber
~r~C~ ~fin w ~ r..Y
Page Na. ~ of 4y
Manparwer& Eqtdpment Used
i
~ ~ ~Apparendy i q,~,>~ + n L 4 is ,
p
° ab aksduuom, va .
r
= t►, ~ v, : ~re. s d~ ~ S ~ .t. ~,a c~' r~s ~
~,ircr C 5 . S~ ,~~k _ ~,.a~ ~►e~~,n._~►c.~.
Z;ft
i' 'r 1'' t ? t✓ r~
u
~C.~►~'~' ~ ~ ~
, 5?1 FIELD REPRFSEN'TATIVE CONT'RACTQR'S REPRESENTA`1'i11E
This document and referenced addenda amta he coetisldered preliminary untii r0veiwed and slgrred Eytle STI
~ constructlon engineer andlor STI praJect manager.
-i
~ V E1NEQ B. DATE 5Tr PRaJECT MANAGER: DATE
NIL
t ' 69fqrmalstllf[rldrep.pm5
~ COn'PSpo1{diIlia DefiG~~ Repo1't N+D: . .c
• ,`uuvt
Irtt
~ 1►, NORTHINEST
Oate Inspector's Daily Report No.:
~s -4-t~qq i
STI Project No. Nage No. a or y
Comments:
(VYork Completed ApparenUy
per Speatfioations Problema .N
and thetr Solutions) ~(y~-~y~ q✓ !J~l. ~.r4 ~-i 4in1~~r ~ n, v 1~r.'~" ♦M w. s a. ~b*. ~
I, T(~ I~
~.2it V~Ya ~,(/a`tw. O~.MC►'tUocll ~n ~r~ #'v. Tlrn bvod o~ Frr
Is w~ . ~ ~ S ~►Ar_ ~ ,~~.~y I t _
CT=.11 s_ 9216 1 J- c. DAfnV,
1a.,us ricc aY
f.~✓~Tf.,Yt_ /ft ir /►..awi1r tl t' /i► I1 L~R.~ ~.~L~✓It a.Y
L~.~ctTY..- L~eb,lL~tf
) n ♦ l f,~
h~a ~,r.,~
S
C~ r~n -h~ k a_ J~~ ~ Y ~t~T vev 1 ~~I s'< <.i, ,r re 91A
_ -ir Y J~7~ _D P1L1 h-c Glnw,a, .
uitLp #-t, P~42 4Lt~a~. ~ e_44
/ •
r
STI Feld Rep ~t STI CE STI PM Contractor's Rep
NORTHWEST SOILS, TE,STING & INSPECTIQN
NUCLEAR GAUGE TEST RE$ULTS
' Job Name: A4u h% N p~4~t STI Job No. q q,1~ 3 W.O. . y~
Field Report No. 1 Date: Tech: G~
Page 3- of 9 . DS= :V MS= 17 407
Test Location FL Below Wet Moisture Dry Max. Pement f Pass Retest '
No. SG. Density (Percent) Density Density Compaction or of DT
Elevation (PM (PC~ Fail No.
-9 3Go /36.r' qq- )b
i •
3
/ 3y Z
va #I~ S G
s~Y-•~
rp" - 02 1340? ~/.3 131.2
r9'6
tipSy --~r
~ -
~ ~ ~~c 5G /ya.6 y,~ /3s;q V'
S ~
i ~ •
,
i '
1 0.1FamAMxlwQuigeTw wya
`
. ~ .
5
~
• ~ at~. ~ LZO N., R.44 E.M.M.
• ' SPOKANE COLII►liYy WASHINGf{]N
~ ~ 5 2
r , i ~ r r 3 i i a~ i
I r►r+Rru air+ ISu~ IvIBu niitirrri.~~u~~ nwM1~
1 LJ 1 F •
r
T
k T A A
~ -1........».»..,......,..»,......u... ~
i'~r~1'~... E .7
3 PON~ ~
~1J S 1r! ~ ~ ~ 2 Pd'41
4 R
~12 ~ ~
- _
7 9r144... a ...»......~...r~ ~ ~ 8
' y~ C]
a, - ~ L7
C]
f ~ 1 - - - ---Ar ~ j -
~ AL
; ~ - ~ ~ _ : ~ ~
44
~
~ ta
~
~ -L-j~~~~
27 &
' i ~ I " I p j . ~ • ! I
1 '
P ~
";r I ~ i . ~ • 6 ~ . ~ ~ 'i T~~-,►~.~T ~ 65
a ~ ~ ' I I • -
f1'
• a 1 ° ~ . I .te-..r"+.t~i i' ~ v.^.._i.i ~i
ti
- [NLANL] ~ A-~Y~ A1~ P~AC F
. PACII~« -~LD REpOR7 # f ' 991,213
ENGINEERlNG ~T~: - ~
.._.Y. T•`)'q 5
707 wesc 7tn • 5ufte (mg) 4w-am ° h ` PA~E 9
~F ~
s~~ne, wA 99204 Fnx: (5[~s) 4ae-~ - _ '
6fMfR,f~~i0
i•
N'DRTHWEST ,
DAILY FIELD REPQRT -
~
Pro]ect Narr pete,
,t
~k Praject Nv. 'Reporrt No.:
Arrnrarrime a FF5 1Tr'
- res
rasentauvw yq ~ ~d~ ~ p ~ ~
~ ~~r~~~~~ • .
, ~~~~„T lf~~r►~ Wscd de(l
Sidpcontractw STI R ect Mae~orl ~~h ~ nun:ber
'
. 02~ Page I~v. f crf ° .
r ~
p' Maripaww8. Eq~t usad
1~,
:
i~
k! '
3 ~ .
f: wgpmcmcav~ftolftl _.4
~ ~3?~_ d►w,re e►ed:~ ~-t' ~►ra S~~G ~ . ..~A r~' . .
LIZ
AAr 1}A t- , ~,7 ~ ,sf~~. ~
~ <e ~ ~~~r #~~Jf r~f`►_~~r~tY
~ .
i
'i
S"nFiELDREPRESENTATIVE lAtrmTO" REPIMEITATIVE
~ ThEs downmt mirtdrofmroncmd addetda arn to be e:ansWered prslmMary umffl rvernred and signed !ytha S'i'a
~ conatructlon engineer andlar sTl projacE mantkger.
~
R If#EWEQ BY;
'pATE 5TI P1tflJEC7 [ViAAlAGER: D1`1"E
a
i• ~
I ~ ai~~1i~l~~~~lp$
; ~ Cornm"ncflng Qefilielcy Rapai't N4:
a
se
~
A
t
~ ~ !
NORTHWEST
Y~
k Dat$ lIn8p8Cfo1''S Dail]I ~epoIf°t Nd.:
C2
5TI Pr+aject No. page N0. a,
Carnments:
(Warlc Cors►A1e#ad ApparentlY dGt ~ cca/d ~l 47' • 55 6b[ .P~ n Sl ~Y'P ~c~► It ~
- per8paalficatlam Prrblems
and thsir&oluthans)
~ y~~ ~,.rr1!
'
I x. . >t t t ~r~~~~~
Il~y?-,qr go ~Gr1&ZEt~It~t..r~ A" f.
~ Et
[ ~y
.r- P A. 64
~ - _
~
~
~
=y
~ .
J~ ~ ' . . . . ~ • ~ . .
3
?.i
3
i 5Ti Fte~d Rep szl GE STI PM contr-actor's Rep
!F
~ w
F' -
1.10 N., R.44 E.,W.M.
5P4KANE• CoUNtY, WASHINGTON
1 ~ t I I I '
~ ' S j 4 2 I" + 1 f r
~ ~ ' ~ ~"1•4 rI+:;-W+*+~.' I ;:Rn" sv I..~ii.iBDri~SIOirl
A~N R
~ •
- LM a'~I . ...~..,................E«,..« ...k....,... TqII A ~+T ~1A
1 r~Clm'A' ~ • • 4 lnv 1 !`f3
~ g
4 - ♦ ~F~d '.i PON~
I - 4 ,r 4 II ~
+ t1
3 4. 5 ~ B
6-1 , ~ ' A ~ _
-A ~ F
~ ~ ■ -
6 ~ u • * ~ 1 i- T ~ ~ ~aF~aaa ~ l §
~ s ~ - - ~ ,
i 2
AL .3 s
j}~ s 9•~ G.i
~i~'eirq ~ ' p s ~
. I I ~ • 14 3
L~ Y~ r--~~ Pam 10 1
~ ' "~'.:x~ . ~ L- ~ ~ •
m P I I I ~ I I
` I 3 Q I 4 ~f 5 TRAVl 155 I f ~
~ r c ~ ~ ~ - .
..A
,S. E! i ~.n,.,~.►„RT
, ~ •i r i ~ _ _ u ~ . • .
' t
1 NLAND A,~T-U..1M-N'p~L,KC E-
F~AC1F1C ~LC~1~EPDRr ~ ~
EN1GINEER1NG 'ATE.
s~~~~ w~ gszo~a~° ~ , ){ao~~a ' ' , ~ PAGE . ~ OF ,
F j
v w l
~~~THWEST o
a
' DAILY FTELI! REPORCT -
~
: Project Ha e oate:
i RraJec# No. . Report wo.:
9
-3
Arrn►af~~m@ ~FFSITr ~'(x,~,...._ !
~ ~ticical~ ~ n~~'
~ FA ~i ~y Co+vt 5+rv G , ~~etn+~ "~2a Jo~,
.
~
rt. Prss a e number
k7 w, kF.~v,. Ll
SiTI Pr4ect !Iliasged phone nutril'er -r
- Paga Ho, Of
Manpawer& Equ#pmwd Used
T'Yd~ i1ru C ~ r,
w~
• ~t.6~,~ I~A
~ .
~i (WwkC I Affwmft ~
-
e-k . ~-S jls.r_ cA
S TA 11 C'
•
, P_YfxG ~fss, r t757~I I ~i;~ Ille[t~v.►.c~ ~ r~ ~ ■ ~rX
- - - c~
, I r . . 1~ .
~~L r [ i I t~ o i e bE'q, p . .
►
i • ~ e h s-~l.~_ L ~ D ~ ~J-Jt- 4c I'+~Jl.aC_ ~ rei-J <rX ► o s...112
3~
,
9 J `
1 llY~7s~ _ r.YS ~ T' ine ~r1'1 ~ r ,f27"i[&r~ ~ ~ .e1.1 B2 ti' ~i
' - _
SM FIELD ItEPRESEHTA`6fVE CONTRACTOFCS REPRIE.SOffATPJE
; Yhis aocwnOnt and rekmrcad addenda are !a he coriswered preliminary wM sevehwed and si
gn~ad 6y~a S'n
co s#ruetian engipeer andfor STI prvject manager.
. 1J4
-9r92
E1IIEWE 8Y: pAZE ST1 PRaJECY' MANAGER: DATE
'
:1la[mslsf~l![fldr~.pm5
s I'B'~1~ D~~et~ RepQ[# Nl~: Q
il
i
1
~
o sutr '
~ ~ • ~
~ NORTHWEST ~
Date Inspeator's paiiy Repart No.:
STI Pm]ect Nv. Tlage.no. ~ a'v i- ~
Camments:
W'oris [:ompletsd Apparently`,_ u.P d~ VlJe- ~ i, I
per6peofioutlrns Probletna ard their SaJut)ons) a-f ►6A..L .
a rrv!
l'~1. - -
~
STI Field Re,p ISTI GE STf PM Cnntractar's Rep
~
. ,
z.V N., R.44 E.,wM.
SPDKANE- ~OUNTY, WAS!!-l1tVGT[]N
I ~ F ' r A in ~r~ , ni. ncin*T~ I I ~ ~
~ ~ ~ ~ I I • ~ { l ~ ~ ~ ~
i ' •1 r • ~
v
~ ~ I.. „y~,,..e . ~ ~ ~ H . y 1 [11~,an.r 1 ~ A,3
~ ~
, . ;
~ , 3 n • - ~ ~ r
J'12 3 4 5 1 _ -
- - - - - - -
~ ~ ~ ~ • .u.. ~ . ~r ,8 ~ Y ~ r[a
~ ' C]
f''ff
~FZ
4c
a, t.rp , ~ * ~i_~~.-__- q, . _ W -
~
~ C:
►+L
2
` ~ -
14 3
r 10 ~
L
o • ~ ~
I .
. I ` - 1 ~ . , • ' I ' j ~ , F f ,
` I ! P
I ~
- 4 i i 7 . j - ~ ' 3 + ~ ~ 's TF2~;C3 ; 65 . _ ~
1 ~ ~ , ~ ~ 1• I 4
I E• I n~ r~r} I r•n~ ~fry~..r~~n~
• • I •I ~ ' VnJ ~ L.L 1 VvUI \ 1 •
. ~
~N~AND l~~U~.~",~ I~ P"L A.~ g 99213 r
FAC1FIC MLD REPORT #
ENGtNEERING '~tTE; ~ q
70'T Weat 7th ■ 5ufta ?.E~B +1."38ED84I~ . ~ ~
Spoka„Q. WA "204 F►uc: (509) 45s-eso , PAGE. i DF _-3.
, . S:
~r~ . e • _
t~' 6~~(
,r ~
~ ~ ~
~`A N'~~T~'~~'~~ .
: ~ ~
~ ~ Y7AIL~ F~~L~ ~PQR'T -
ProJsct Nams p~~~;
~ I ~1~ ~
ProJ~et No. Repart ~la.: ~ ,
~ ~ 3 ~ _
_ 7~rrrMa~~rr~e ~~~s,rr'~
l S° ~ G~eGi ~ , D[a S ; ~ b
~ {1 ~ . ~ ~r" ~Rapt~es~~ p~ne ncp~r .
flf ~1r~ ~ ~a v~f+t ri~Y _[.~vi~+5'~'vvli'~'~~►~ ~°~,v~ ~ t'~cc`I1~Saw,
~ n~aer
~i ~~.5 ~ . r ~C~w~ V~Ip~~~~
~ s . ~7~ Pr~ect Ma~nager~ ~~e num~r "r' ` - .
r
, ~ ~ ~
~~S Y'~+i DvA~
~r; Page Nv. ~ of ~ ~ ~
1 cy
~
~ ~ ~~t [1~t1 ~
9`" ~~CL~~ G ~0 ~Y . I w~ 7trr' ~Yi+ C~ . J ip~i'Stltr r~ G~
~4~ • .
~t ~E .
V_~ '
7~ ~ ~ ~ ~
~ wt.~ e7~r„~ c[~ {.,~u ~~fir s ►~4C 6~5~- ~v o t~ ~ .P►~ v~ ~ ~ [ n3 ~c. ~rA-~~ e'.,--
b
r _
e;; ~~4 ~,r~ ~.#d o ro•. v`'~ .S~ w ~r I~e~IH ~i w. 5T A ~3 t ?lJ ,~~a P ~ ~ Z.~ ,RT . ~
:
~a . _
~c.~-~ r wvuS us, s.~ q~ ~tK.~cL~ 6 r, x ce c, ~ Icr se r~-v e S~ ta ~►rc ~I-~ q r.d e5 -~s► r's p, ~,a
; '
~~~~G~'~V~~~,r . Bb r~,P t ~ a ~~+~-~to~, e. -k~e ~~G~~r, r~lGtGec~+e~$~
~
~ ~a4J'~+1~'~l~a~~~ UI+~OI.~lrss~ ~7~~{nt ~ ir'~' ~ C~ o~ ~~l~i~rhC~ 6VA_~ T ~~.da
t
~ ~ ~ T~~ ` r
a~' t~ i~vr o r ~~-1r~G~: G~s ~ o~~ o Lc~ ~ic ~ r cticr H.~.-~. ~*'c I I.~e.s
{3~ str~.e,e~,tc~ vHst~C k~~~r~ ~r ~ . ~~c1e~El~~~ ~~r.s ~a7+` drv~r,e ~rtfy~~~~r' f~~-,P ~
y
t~
_
. ~e ~
~ ~
t=~ ,
= S3`I F~ECD R~PE~.S~fCAT11~fE {'~HTR~GI~ I~RFSEHTA7~
~~ettt ai~d r~er~sncad ~ehda ~!a ~ cans~sr+ed p~~rt[nary ~ r~etw~d ar~d s[gnad by~i STi
~ana~t ~#~on eng~na~r ~n~l~r S7~ pr~~a~# manmg~r.
r~ 6 ~y~ ~
~
j; R IEWED . a►A7E STl PRpdECT MANA~SER: ~ATE
~
-
~ Ca~Pvr~,~ D~id~teyRepo~k ldlo: v:+►~rm~►s+~w~~.~~s
.
~ ~
,
. ~ a
- • . ~ IS
. .
• , att~. ~J.' 1.'[O N.. R.44 E..W.M."
r '
SPOKANE COUNTY, WASHINGTON
. , ~ i ~ i ~ ' . i . s i 5. i 4
CRniv IJvL~vi v iJiv ':I
• uNr - A 1 t , ~ • ~ .««.w»« ~...«........«.....«..•...w..«........ T A T ~ A
' ' ~ : ~i ~ ~ . I ~V I 1 '~J
. 2 1 0 2 Pd~rD 'B' ~ ✓ 3~ va+o _
~ 4
~ ~ • 4
~ta
~ 2 ~ ~ ' ~l2 3 4 5 ~ 6 '
~ .01''~=--
~r e ~ , i~~ $
~if.
%
~ ~J• ~L = i. .
..1
~ . 9'X • C.~ : C] .
a : • ^ . \ t~ _ ~aNq~p , $ 1 ~ ~ i
- - G7 - - - - - -
bim
' .
6 . - - - - ` - - ~Y
1 2 . ntparna+ • L - ---=5 ~=.~1 j ~ ~ O
2
~ . • ~ ~
~ ~ ~ ~ ~ , i ' _ . ~ •
14 9 = _ .
. ~ • ~ ,
yI
pm~
L - - ~ _ ~ ~
.ar--
,
~ ~ ~ • I ~ I I ~ ' I I
11 1 ~ '
v;' i i ' ' . ~ ~j . ~ • i ~ .3 4 •i "5 'i TF2;,CT 155
I ' ~ • • I A CT IEI ~ COI 1R~ ' '
. . i ~ ~ i i ~ ..,,a ~ ..v~T i ~ • i ~ •
' ~ .
INLAMD ~ . 'A AU TI.IM1V 'PL A.t~E...; . ,
, PACIFIC ~ RE~.D REPORT.#'y _9~9213
ENQINEERIN4
, Q-4TE. . 8/9/101
.
70 Spokoae,t Wqh99204e 200 FAX:,(309) 4~,56 8844 'P/4CsE Z-OF. Z , ~ ~
~ - F N O RT HWEST ~A~~..
3 ~ DAILY FIELD REPORT
~ ProJect Name Date:
Av~l-v~~ Pluce , gl10
~R9 .
~ Project No. Report No.:
a
~ qqz13 sr
Nrnvai i ime oF F S+rE
10°F C,(fAv IZ; 30 3:30
l.ocal Represerrtatnrel phone number
Far~(l ~i uu(,',~y Co&+S4'vvt4'ioL, 1C-e~Ny ~t~to-f~so-.,
rener;iiFon a a. , S'ti e~teprese~v 71ne'p one numDer
ymt• CveS 1' . . K~n1 Wadde
Sube:ontractor STI ProJect Managed phone number
' f3~vc~ I-{~wav~
~ Page No. ~ of ~ Manpower 8 Equipment Used
J_ JDk~tv, I DSC~atcspiev, 1 Cas k!, ~vvw. vib. Lo~~wc.-kv , 3 opera4-oP-s
~ ~ 2 I n 60 ~c~ s.
Conumnts: ` .
, i cmwwmatppwe,tiy Arriurd,,ov► Sc'le a+ CQ'Va c.-+v vs v~ ~2S i- 4-a p8r4vr,.~ D~~s,
I i~m of Sewet, li~e. 6acL-A'11 atiot ip o Gse`v-e- 4-1,.f s.e
akd ai-~isure 4es~-. f• 1
~ (3ArGk~il 1~o~uC~,F,-,~v,~- akl,~ Cvw~~ac~'~or• t~•aS ~h ~voq►~eSS w~e~• ~avv~vtc~.
V
.p q
IZ 44^ PrVeH V{ h~ v+6, -I, L z 6 ac l~ ~e ~ tb1 u ceo-, eK 4- 4-e4
o Le ( o w c " 4:v 8 Le (o w ewa de a + h9 (4 ~ 2 A +
~tP+LS be(aw Z bdo w 41rLtL1,~P .Cpw+PuL~"lo~. {rAH~ ~WN►-. ~ 4-o ~7 °lo
41 ok "•ca)C1►-„v t,,., o(eKsi+ of 136, 5 cf e C.vs, fvtcc~p- Coti+l"* ved
Co~+~
ST7 FIF-I.D REPRESENTATIYE CONTRACTOR'S REPRESENTATNE
i This document and reterenced addenda are to be eonstdered preliminary until revefwed and slgned by the STi
constr tion engineer and/or STI project manager.
7 RE IEWED BY: DATE STI PROJECT MANAGER: DATE
~ O:ltoetnslatllRetQreP-0n+S
Corresponding Deficie~cy Report No: • •
.
~
. lttflv~
• . ' ~ ~i
NORTHWEST
A%1+~t"" P(k ce
Date r6I (o Ia~ Inspector's Daify Report No.:
. s
STI Project No. Nage No, Z ot
9R Zl3 ~ ~
Comments: 1-
(Work Completed ApparenUy PIGt CePv+ e in + r w qJ2V GI l1 t~ C'D wr goa
per 8peoificaUons Problems --f-
and tfieirSolutions) v+e(t a' N~ p( vP1^e f!U w 4e S+ I
T~ e- Covl"tvu G~-cv n J.ed tLe 7, 2 S`~ OLIJ ~Z -4-o W1 ei/
u&I L±-il,,.. 'IM 9 * 1 4-a +,L e e {N1 H o H 1 ZA-t-e , t) v v oH y~'~ e
__?k-vctJJ, .we o6s&,,rJ -~'~a~ -~'G~e v►~ eL., 12+1' A-Vet4ve was IpS(ky e
b~ f -1A e a vfl v ace~ b r~'c s e ct ~-o aJv s+ L e al ru, -~e e I e d.
v
r~.~ v~►G ~d Ss,~~l ~o ~ H i ~ ~ ~ , .
~ ol f r w~ f v v-e 4-C SLf-iv w• W 1 N~ Z~ V 1n I-~ I#` LX-d, fed ~.v e~v
[.D h ~1i~tc4vv- •JeG[ d-d TD ialtur- k aGICB•~/, ~ . VaV7o liS
4-o 6ofa4-e ~-1, Z Ie a k. I2 .e.4es+ sC".) (e d _fCv I 1 ow~~+-T a~~t
iY ~Ssti i.t.. 4et-k~~ t-w s ri ~.E~-d Ssed a+ Lt.psi
41r-jc)
Ke St,-WJrE -4e-1+ 4o r g ll ~~Q 9?.
s Re
STI Field Rep , STI CE STI PM Contractor' p
r
■ ` V RTHWES■
t~1l1
- SOILS, TESTING & INS'.~'ECTIQN ~
. ~ ' . - N1JCLEAR GA~~E TES'I' nSiTLTS
J0b Nam": P I .ce- STI Jgb No. 917-13 W.O. '
FieTd Repcrrt NQ. 5' Dafe:, Tech: Le-
Page 3~ of Ll . D5= 34230 M-- 17 clo -7
Test Lacatiaa Ft ,Below 'Wet moi4hire I3ry Max. Permt Pass Retest
AIo. SG. DeusitY (P~nt) I~sit~' I~ensity° ~mpactian or c~f D"T
IUe wQ~ C f, ~lmtinn7 {FCFy ~ (PCF) Fail No.
34o 13S~,8 ~r Z IMI 136,5' qi q . p .
3.0 13)+ILI fe❑ IZ6r4 r ~ ~3
3 iZ+- Jo 73i0 179e6 7r? 131e1 f &
4 13tzO 3,5- I3j,9 5-fY, 137,7 ~ 7 s
5- 13t$~ r' 7,0 I37,1 3,5- 12 7■ t,
- ~
14 # ~(7 er Wf 0 136r1 ?,C3 I Z 7', Z ~3
7 15- t 575, 17r0 134f1 4,3 IZS,5
_
'-x
i~..
i i . _
tYlFamMsclurGvwTrsLwpr
Root 44--+c 54-; Av K - - . . . ~ . .
~ t> r-ct r r&-, Y-s
R.a4 E. w~ M.
*3- ''y ~ i.1o N.. .
S~t ~a~ANE CvuNrr, w►asHI~rGroN
~y F 1 ~ .I 6 P 5 I 4
~ I • „ I~•P 1 r,
r►~i
R,-'~ t~~., ►.r~`vHtSi1..,4.1
~
~ X ~ ~ .
, ~ T i tJ
t 11
~n :
2 g ~ 3 PCFIC
4 4 '
r ~ ~t r
g ~la r X 12 \,4- rJ ~ s
~ ; _ • ~ ' ,
~ 8 C7 ,
~
C)
~ / ~ . - ■ - - 3 11 ~ t]
01)
f _ 2'.
~ ~f~i
~ , _ ~
14 3 ~ $ .
90
i
~ ~ ~ ~
L ~
~ ~L ~ _ ~
I
~ I • I I j A' j I f 1
'I f'inW i .65
i 5
• ~ ! I f I j ~ I I
we"-►S-'.~ i~i i ~ I ' 1 I
•R . . '
~ INI..,AND '~U.I`;IIN P-L A.c E-, ~
! 99213
PAC1FIC ~ ~LD FtEP~Q1~T~'~
ENGINEERING ~ TE: ~'f1o
707 iYe~t 7t1'! ■ 5u1te 2510 (509) 48$-~$4Q ~
s~kans. wA 199204 Fax: (509) 455-5844 I PAGE 4 OF .~L4
_ , - '
4 P ,:n ~cos
4 •
l• ~ ~ ~
` N ORTHW EST . • . ' ' DAILY FIELD REPORT - P ct Namip Oate: * . , - .
ProJect No. heport No..
~ wnvat jrme aFFSlTt ,
- 6~'0 ' B:'~S fIM /D 42 .Un~t ettractw t.oqt Represqniafi%W Pnone nwnpe 'aife RoPmeP nenumper k4f1del • .
Sut~cor~racbor. , S7'1 Pr4ect Managed phone number
PaBe No, ~ of ~ . .
MatipaM►et&EtiNVMe1itU8ed ~ ~~rtAltl'A~ , G. ?Gb L/ ~iDC . / Gc~ 1t 9Sv 45- x'~~-~Xj-~
r /!,D? `J~~
GQ ~S,f►/ ~ez~ r. ' -
C611Yt►ettts: ` ~ e~ ,Me~sre►jc .rl rryrter~d t+y tk te~t~scser~ r+SP r~r iIi~seiJ/
il.~/irt ~ltt L~f BJ~r in t_~/OL 11 D r.e~bri.r.~rr.
aiMthetrao6tllo~s~ bL.~lC~'LLlZ?%r~%a ~ E~IGOu' D/1 ~ ,~,~K' .
77 edd Il~IJN L_ gij /✓QcJL!'
ak it Al'/6~r 8i
ew A-w6/Ot Ar l4G,S!`~ 6L dont t~~ ,~/l A.tGk~llr . Ger~dtl[ • ~
uJ~! /IDT Ae ,.-ete dt ~"i5t li~C .lG1rlU.~f ~if/uGov~PrL~~+~i~•1~~LL~,r~~~ . .
` i~~Y.. . • • .
- VT(FlElLDR9PkESiXTATlVE' CONTRACTOR'S REPRESENTATIVE ,
- I
Tt►Es documWO W referenced addenda are to be eonstdered preliminary umtil r+evelwed and signed byth@ S1Y construction engtneec aad/or STl project manaeer. .
REYIEWED BY: DATE STI PROJECT MANAGER: DiATE
o:ItortbslstlWetdrep.pms
Cookpotding Defiaency Report No: . . .
- tL~l ~
. ~ ♦
°'rtN°.: ~p .
RCP
'
~ Inspectors ot
. ~ .
g
. , illillillillillllllllIIIIIIIIIIIIIIIIWWOWIIilI
_ . r , .
,
P~~ea Ho.
r
o~e~~~d App*~'~'Y f • ' . - . +
.
.
~ - • ~1
• ~ • .
' 1, • ► • •
- • •
. • '
~ ~ . ~
• . .y '
~ ~
. ' • ' r"'~'~
. . • , , „
' ~ • ~ ~
• ~
, • . " GonuactOeP
t
~J ~ gTt PN►
.~ST1 GE
" ~td R~P
gTl ~
1 ~
a
_ ' ► r
. ' .
- Y4~^ • .
. ~
►
_ . ~ - . . - - . . . ~ ~•M..
•
_ ~ ~ ~ S'~'" ~ LG • ~.'LZ RV'' ~,j44 psNINGTqN
,
_ COVN'j'~~ ~ ; -
.
443
~~~v aw1•~ ~ ,
; • • , i .I, . ('y . ~ • . r ~ ~ iSt ~
1 ~,r+;v ,
Y ~ ' ~ _
M, 1 ~ • ' 3 ~
. tl ~ 1 • ' . 4 . , . L---'._
: F t d 4 . ~ • 3 ' ~ ~f ~ ~ i La
. i -12 . . ~ ~ _
1 t . • s - .
I I '.•r ~ ~
4 L ' " 4 ~ • C~•
~
, ~ 'r- } ~ ~ 3 W •
~
3
cr_
~ '~r~~~►~'~ r ~ .
~ . ' • ~ ~ .
s y. . ~o . 1 '~4°6 4 ~
e ~ . • 'v'' z 3'~ 1~``\, ' ~ 10 . . . , •
■ . ~ ~ r~
t•
~ ~ ~ ~ ~ ~ n ~ ~ . ~j • .
0
'465 ` ~ . %
~ . . ~ . . ~ .
~ ' ~5 ~ • 000
~ ' . ' . ' ~ •
~ .__a . , . ~ • ~ . - , . . - ~ ; ~ 3 ~ ; ~ ~ . ~ ~ . - . g~~~l3
. • ~ i A : ' . .~'i . ~~~~vvR•, • • , _ . . _
v
w~~ ' 1 ,1 , • 1 . , ~ , , r
7 ~ 4 , ~ • . a~~.~"Y".+ . .
9 LKCE
iktpQRl ~ ~ . . . _ ~
c~q
. 4~► IN1-~`~'~' . - ~ 1, ' / _
i ~AC1'~tIrC~ ~ -`'t.
y y ~Q~l'~~~~~~ • ~~~6r_ ~
■ ~~2
Own
NORTHWEST . .
. . DA.II.Y FIELD R, U[)RT
~
pIWO
lepQ , vrt ~
C'°~B•~r 9a' ° ~ , OFF17fTe
~rt
. im,~,
of
~
.
.
. ~ .
. ~
tomposENTAYM
~oAS~ee~an rqytasrr.ndfarST1 pnvojsat atmaQ•r.
91
~
.
p s DATL'
~
~s~,Ts
~ °
GI ~t.~•~ - .
' ~►a~: ~ ~ ~r~~~'
~
~'~~►ffi'~= ~ y~~' ~ o~~
~a C~,~ oa ~a.
- ~ Qf
Z
.
TCA _ CTW
a ' t.~'• $ ~
2, ~'~l~' ~
. lc3
~f1,~~"
~ ' ~ ~r t • a ~ ~ -
t?el Wo ~ s
~ • r~ . ~ ~ f~
op ~ • • ~ rag
f
~
~
~
. ID
, I ~
A'AW,1,
s.:ca K.. tt.44 Ew.M.
' SROICAOi COIHTY, IIYASMCTON
• r ~s L t ~ ~ r ~ ~ ~
~~•-°r 1 ~ ~ s i + ~ F 1 r ~ : i i
~ 1 1 7 t I ~ I 3 1 t i t
~ F ~ nw w ~ f f 1 i !
~A- ~ # y r~y~ sva►r~~~.~''~~v~i~ LJ i I 1~ 1
I ~
Y~{ : . ~ . ~ ,
. . ~ _ R • rr...+'~ 1-►3
3
, , {
s ~ ~ • i ~ 2 C)
~C]
2.,-r- ~
t 4
~ L 10 ~
x,
r t I 1 i 1 = ~
+ ACT +65
! i : . ~ 2 j 3 4`J y 4
j 1 . t 1 t r f
` F ~ ~ ~ 1 .~a'~i+►.~ ~ ;:v yr~'; i f ~ ~ .
, 1 t
•
- - xUTUM~'p~I~Cr
99213
piciifc,. , ~ORT # Y
E LA~rr ~we = a~ ao~ ~ 4ee-~o ~
PAGE a OF I
0
. ~ NORT'HWEST . ~
DAILY FIELD REPORT ProJect Name Date: .
AGI~U/'►1N ,PIAG~ -~~7~q 1
ProJect No. 1
iteport i4o.e .
~,q z i 3 8 .
VgEmhw• rnvai ~ rnte - S~,v ~o° w ' l'l.~ ~ . , ' Loca1 mpr+esentativa p~one numter -
_ o-.yr; ~i ~uQ lr~~ s T cww• a
e..v~ .sT' G✓o.ol~f ~ ne ~umi~er St~bbottd'actor ' ~ ~c . • : t . • ~ e .
• S77 ProJeat Nlanaged phone numb6r,
~ ~ - • ,
~ucc F~owa ttj~ .
Page No. I oi ' . ~ • j .
Manpoww& Eqwpment usea - TA_,r~-- i s S't cOnunents: . r ,
MlaicC=ple6adAPwenv!► rou spe-2t D.-i,.r~
P6r$APdSca6*=Prs6leens
a!!' 'f SoM1tloRS) ~ ~■+o~ ".JL g( rv L.l~~ .."r ~ Tsi / 2 t 80 OE'T. 77.r a o wTra c'+'or
~S /~10~ r; .aJ ~ ~~e . S o~AcoO r ~ _ Q c+.ka.s s4lg~ e To ✓ i c u7 7f'l.,r. ~'oro t~ x't7 •
~ra6rie [.l~~,~o/cie,~ af~MC! 7'1.c p~r +uxfl s~+eYte+•s. A s~vto.~l .o;~c eF 7~,~s1i,~u lZae~:
/'~7H0.iltly~ ortl-S~"t ~ ~tG. Crn.~Ao.c~~. dro.,txo~ 7~}~ Of~T~( /3 1o2tC . 2- LJwS ~h~e 'fT~ bu.
GL Qr'n.6e S~.G~dL~' -~+wl ~f t~ 4 S7N~~ bI«OUKt O~~OI ~ ' ~a,/
J-
~F 7~c ~~oLT iv°T °~styltte~ &y a STI I~~Arf-S~~.aJ`TIFTiUP.
7
- • '~Ii
iZ
sn Fto.o REPRMINraTM c oHTPAMas REPREsentranvE
Th1s doeument and referenced addenda are to be considered pretiminary umtD revelwed andstgned bythe STl
reonstruction engineer and/or STI proJect manager. .
-~KMEWED BY.' ' DAT . STfPR ECT ~
. E OJ MANAGER•. DATE
• 0:lfornulstMeldrep.pm5
CorresponcGng Defic~jenay Report No: ,
r
i.Zb N.. R.44 E..w.M. '
SPOKAME Gf31JN'i'Y, W►hS'H1N+GT0N
5 i i 4
5
A~n ~C~ ~ nn rfC r~►wr~ I ~ ~ ~
~ IsI
..Rn►a i.svauir N.s~~rrr~ J~ I I ~ ~ I
I I I ~
,
~ A.
~ ~ A ~ J 1"r JF ~~f• -r
~ ' • 2075 ~ Tp A /°YT A A
,~GH[.~! ~ . 3Q ~ 'r..«...«, ' ........»«.»........»....K ».w »w«, , ~ 1 I ~!'sV I 1 `tJ
~ tl • 4 ~ ~R' A 2 P~1l0 •B"' POFIb ''f ~ i .
I . l • ~ , 4 t =
3 4• 5 1
~
L•»«... I R~e.w ~ r~~ ♦ ~ = i '~i °--l+-
~
~ r... - 1 ~ 6 L~
~ I A . ,4 " ~ ~ ~ - • ~ ~ ~ ~ €
a ~ 'o - - ~ Q-~ - t • ~ r+. ~ ?
~ 2' 1 0.
If 3 E,
2 -
14 3 1 ~ . ~
r_..y, ~ ~5 10
~
~ i (D
L
I
. ~ ~ i • ; ~ ~ ~.T , _ r ~
~ ~ • ' ~ ` 2 . ~ ' 3 Q °r 4 5 55 . . ~ ~ ~
~ I 1 T ~ ' ~ ' I I
I • f I
i°•c~ s*~C 1 r+ r.
...r,,7 ~ ti.C i..~iurRi •
. ~ IA/ ~
I NLANa A-,tJTUM'-N TL h:c E,
PAGI F-10 MELD REPORT #'g '
• .
n ~ ENQiNEERfMfl 'D
ATE: c9t-z -7`7
~
307 West 7th ■ 5u1te 200 (5M) 458-6840
5pokcrre. WA 99204 FiA)L(509) 438-8844 ~~~E z- OF
~ . .
. . ~6
~ NORTHWEST . -
~AILY FIELD REP4RT
Project Name p$te;
~a -1 - q I .
P[roject No. Repa~ v.:
V965-Bler cLq ~ . .
Arrnarrkme q
S :C7U i,p a onG . .
crmt 1.oca1,R~pegs~ Owt~ nmber 'k. r
a k1
ueneraiGonbmctcW
. 'rese ,ne n+umber
Z I~~~, ~.~~'e11
S ~ ~ STI pryectManaged phone'numbbr • . ,
R~~e N0. vf ~Uru~ I-~avaA r~~
manpovw&EqulpmentUmd -7-WCYC
~AMwMUY ~l}cc/ OrL1 ~ ~ ~ 70 L's•.~~ee►G'~~dra Tr~ST C e.+~ ~Ca ~~A ~~rJ~'rfr~~.r.r2J. as.~
pew swcmcauow PIDURM
if '&60kdl0=a
V Ov L"^! .&r 6 ,IP f 71.g fz,1'renJ~ . ~ Z
~I ~ %[f D1~ rrI'~~ I LI~J'"C/1KC~~i ..7~1~ ps.q G ~
tleyl- 7-H= s-Lvra.4r is
~
4' l.d~ t.Illlrs I ,zJ ft-L
/ ~ C~f4 [ 1'~3G~i~1" .t~i,! Ii-e ! ~~Cea ~~sG7 `*y. t L~oe3~ 1~~C.Y~I .~r,e:i en.~ .
- !11 4
sM FELo REPRgSENTATIVE T, CONTItACTDRS REPREsENTAnvE
Thts doamnOtt and referenced ndslenda am to 6e cansidered prelhn[nary urttil eevglwed and sWned bythe 5'lI
cvest atlon englneer andlor5T[ pr4ject enanager.
~ ~
~
E EVIfED BY: DATE STI PRO.lECT MANAGER: QiATE
Q Lfarinslst~e[dre~.p~ 5
COC~si~[1{51ig D~l~@riCy Re~',f'f Nlc~i; ~ .
~ 1'YORTHYV'GS1 ~
~ S"C]LLS, YE=G'&
. • • . NUCLEAR ~'rAUCrE TL+ ST , `~4ULT S
Jab Name:., STI Job Na.
cT `l Z 'p~:p.
Fie1d Re~ort Na. I)ate: c o -r-cj9 . Tech: -Drezs ,
Paga 0 of ~ 13S= :3 ~ 3.4-c3 ~ J -7 o -7
Tcst Locatian Ft. Batow Wet Moistime Mjr mm Pacwt pags ReW~
No. 5o. ftcWj IJmity DensitY Conpedcm ar of DT
BlevaTon" {PCF) Fail Na.
,
f `~.asr~~-s.~ - G r'Q I•~ S~ J.~5.~ J'aD.~ 'r~' `7•
[oIr -sAc- 13 ~.p 4. 13
~ . i
Op r -341a i J. ~ ~ lf7 ~ ■ 7s ~ '
e"s1tlb &WC
l cw~ oq.o5. r 3 i. 9 f0~ ~
~rrrb 1ar+.~ ~
/37.4 3. M p
r~ - -4J j 's,4. 6
;
~ ! /-q + sV r~ ~38•! , ry~~~ea 9.5~ P °
. . . F
9 80 cr c~~C 136 b 1 Z3 r~~• ~ 9~ P
~
(7 ! 4 +C~o t?T
/d Iot). 1~ .
¢ c~O zT 1 -1,443 -q, 1 -7 13 o _ ~7 cl ~ M
, i
do 4.01e =I93.8 -~Z. 138.t+
• e. ~ ~ ~.53 .~_V, -q
y
Z. 61 f 37• (a
' 15 l 2dio c. JZt- Cb t I 39. dl 4.31 ! 3 3. y~
~ ~ .
~
~ /7 haa fzr 133-
19 ! /f-49 v 1F _4r~ Q.ZJ 134.4
1• o~F«wsit~ereu4~+8a7ea,~,~
NORTHW'EST
soMS, ~~~C7YQN ~
~ ~ ~ . : . . NUCLEAR GAU~~ ~T ~t"ULT- 8
Job rtame: ~ STI Job No,
. , .
Field Repart N'v. ~ . Date: q T~ch: ~ ~
Ic~-~ 4 q
P'fige .3 of •J. DS= 3~~►-o N~ ~ `~so 7 .
, - . ~
Ted Lonfion Ft. BeIow '►GV'et IVloistue Dry MML Paeca# Aas Rctwt
Na. 5O. ~ D~► ftcW) Dmity DcmiY CmPaim nr of oT
~ E[mA.~ ~in' (PM Fail N4.
11-t0047- /4G~Z cp~
. ~
.
IOtseA.-r 3.31 1:3!5.2.'
~
i zz I ot 5'a (V-=
4
. • F
; i .
~ . ~ . . Tf} • . „
. ~ . 1
I ~ •
1 ~
~ • ~
' .
. ' ' I ~
' . ~
~ -
J ~ ~~iai,rrpd
. ' ~
- - - - - - - - - - - ~
_ - . ~ . t. . . . .
~ r
• att►. ~a. ' ! . ZZ N.. R.44 E,, W.1u1.
SPOKANE GOUNTY, WASHfNGTON
$ 2
~
3 ~ f ' Ij I
~ r r • .
9J 1r..►„B~~~ ~iS6r..,. ~,.1~
i
4 I I ~ ~
a,
~~lYR~. ~ r .•.....r.,.e~.«.wr ~ ..w..» ..«......n....•..r....~.e..a..w.. ~ -•a ~ ............a..•n...a....w«.. TR.V ~ 1''f►/
~ ~ . ~ .
~ ~ 2 pm v ~ 3 ~ • ~ _
Y 4
I ;
~12 ~ 5
6 - ° -
, 1 £
,
8
e 9rM 3 : t]
~ r'g • - - - ~ ~ F D
1 ~ . C7
j
I 9 • g ~ ~ ~ N ~r' :
....9 .
. 14' -
~e~ •
~ 1 poraf+ ~
~ r ~
1 0 1 ~ .
~ ~ .•1 I . a . f f
i ~ 1 I I . , } " , j • ~ ~ .
6
~ ,5
3 I f y
4 5
I , ~ I I
f F• I '^eSri C' I nnl l ~ ' I • t I` '
' ~ •I I - r ~ ..T, ~ ~ ~.►..Wnr~ ~ _ • . ! ~ l .
.
INLAND ;
T. 4 M N F L'F~.~ ~ '~9-213 ~
F'ACi~~~
ENGINEERINQ FFELD REPOR`f ~ cT
707 w,~ss~~a 2~ F~ 3~~ ~W4+ ~ PAGE ~f Q F _ .!f -
• . 1
•
. ~ ' ~ ~ •
. : NO.RT'HWEST . • :
- ~ DAILY FIELD REPORT . - - - Prcject Name Date: . . •
AKn.~rti r~l ~ r- / O- 5- 9 g
ProJect No. - ikeport No„
wrmai i rme -
1 o:so IZ3o
coont , tiOCAfRop1e5CDt8tivv'-pi10fl@ fl{If1WG' •
- - F.~►yn;l,. QuaA+v /4,A,cs c~, ~ soN _
. . e n , p ane nimwer 7hT CrcsT ff~in t~/Aapt~~
Std~boertraCtor ' : ~ • • . ~ : , r , .
• STI pr+oject Mnnageif phone numbbr • ~ ~ ~ ,
I3F~at1 conacrr~t~ . Oruce No~ • .
IPage No. ~ of • ~
Manpow~&EQtipment Used ' _ .
L'
- ~
COnY1m1ft ' • ~
CAwkCQMWlGftdAFpw=tUy IQ~riueo/ orv-sift- ~•~'1f t T~s~ co~cntc ceAi^b ~.✓sn+~ar~ewl
_147 enlitCkJrs r~4c(~ST. AT Ti..~~ e~ ~u/~~Z3AGO~J c.✓~!S ~c-cu~'~K~
cuPb ~G~q pOWer ert~w,lo'i'</' ./~.s f~llsc ta.Mfk.r~e Di11 A✓Alue L.,as%Cl. ew 7►"~+e1.)es~e
_I"b+~a.s e.v /Z~. THe.~ us~c~ a t..~~e.~ce~ vwe_~cer 7c3 ~O,r+PT ack F:w. TNe
_~r~►~rc~ t/ 2~Grrrc~ ri-. 4+eo LT ~or
~t o }
` ~ ~-~Q J'r' )~?nt.~P Q~N ~fr0~ P /-a ~ f'l•L_ LRlt lJ~o k T ST. ' a/4 GO N/3 ,►'►'1 O Ui:lir .
.J~ L~LQ' i
hT A~c.est.Ty71~/Vf Pcacr G6tgt,,., Q~r Z D or so IffCc7- Se c• s: ~'e itt aA
_-S3rV !-~wqc ~ Scc p~e.s~ Z 4-3 Fo/` co.~cre7`+~ t,_r7'- # TTcke,Z'. _
~'dI1
. •STI F[EIA REP ENTATIYE 9 ~ • CON7RACrOR'S REFKESENTATIYE
TMs document aid retcr+enced addenda ar+e to be cotsider+ed prvliminaryWatII revctwed pnd signed bythe ST1
cronstructlon•eng[neer and/orSTl project manaeer.
_ :
. 9 4g
r
R EWED BY. ' DATE . SYt PROd~CT MANA _~ER: DATE
• . • o:ltornts%stlltteldrep.ptns
Correspondng Deficjency Report No: '
-3
CEIVTRAL PRE-MIX COlIICRETE GO. cusrvMER-
Po Box 3366 Spvkane,Vlla. 99220 Pv Box 9575 1rakima,Ws,sasos
❑ispatch Direet (5(}8) 533-0208 ~ Dispatah Qirect [509) 248-2M
Bus. Offiee (508) 534-6221 '8us. C]ffice (509) 248-2044
lyf
11919 HarrisRd pdSc6ffla:G19301 tMr 25~00 5eWc~e'Wayr, ,CoE3Ur d'Al@~l@,ld.83814
Mpatch pireet($Of~)`545-851'0. Dotcfi pired(~OS7 664-2353 -
$us. Ofir,e {509} 545-8405 ' • ' ' Bus. Office (208) 664-2111 WATLE13 I1,OAED AT
cusraliER-s` o*N RisK
Warnirig:lrgy to~s Cau~s aadn brtta~.C~talns R~rkd C~enr~r~t. ' AooTKEtAI YY►IT~t i'a 77~s
Rgacl the t`~i13 ~~nrnring w~myng 4~etare us~rxJ" ~ ►1M11'EG WAi~"AN~Y FtF~Il~ ;f~5 a7~tE~JO7it
~~e "a`~Y; ut r~ Derr~tlt mi~ ca~ ~gds 0069 ~+an to ~ re~aiei6Aily i~
ear ~ 8'(U g- ~t~}~ • rnduced ~ to rira#~ ~ ¢bavd ~n.
ft r~+m d Ihetpu~hu
e e ht
' .
~ ~ ~~,~~~er~' , ArrMed of 0 ►wmi sf.rm
e, r ~
I~@ weq
l30 AR¢f q Be~ tw~°~. Inofd~S~f q~ ~
~ ~m~t ~ ~ 9W ►nrir ~ aA#arrr~r re~#.
ar sa~re ~ In e~sttwMapa tj~,d2RCITss
~or
. rc~ REACH aa cHRDREN: u~ s rv ms Me a~a rmy aor sny Test cykwem falm
m~r~ia • ~ , ~ .
wr~r~traro ~wwa~nr~~t~wro~rr~crv+rrrnw~r~u~uuvea~~o} a~ma~a ~ me a~rb
~yrur~s. RECfIVED . ~ , . .
s~:
n,,. ~5"6AIFtT~BiSC#iAR= ~~~4?IFt 9E ~~Al~:l~B~~;' ARRI~if~P,i.A1~T.; r~°=•• ~ P,e ,~w.~-'r D:t ~B
~V ~ ~ 'ss : v;-;, ~r+oval af'my'~gd~ 5' , . • ,
GfH1AMBYTS
L7rder INo. Cust. Ho. CPM a Cudomm,lob Custxw Pi] 1Phase Code TICKETNO. Qrtm CPM Proje.d No.
72 10 1:15 1 t(41392:37 TYF_ 9-# ,
Custorner I~Inmy Rdclress I ~]ate
Y I. _I , ~l..i N/ 11DAER _ 0h,"J-C«v.I-` sW9
F'~l~~Y.'~~Iy 11
DeUv'ery,k~;~WF~'T' nF 81.1i.iwtVAN ' ' • ' ` ~ ~
~ 2
Miff3Rv ckdmmw iiiv t7rdFMr Product Cala UQM__Proauct Deacooum ui LPnce Amourrc 9
I Q~ C4t'1 ?0 . 00 20„ 00 32111.2 FF . % 5•3K Cl_il°'{P M~CH
tn q 0(a :~~99919 kE,[;1J1_ATORY ?aUR4:H
. . . . , ~ - • ~
~
-a
~B4 NO. y~, 40~ .~11'i ,Qjji~' T~ S81~ES T8%
~ j
~8
3i r,n~ . ~ •i~`.. i3' ~r.•.w ;i; i,kk`.. ~t.}`m~{
s ~ . f; ' ;~,s <aa#. T07A1~ Qi1E
f- ~t~ ~~i#•~c~
~i~s;;~~~.~,4~~~'',}~~ s~• ~f 3c 3
I~•~~f ~ ~ a~' # i ~ ~ iil ~ ~-ii~-~-~!~ ~ ~ l~ ~ ~ ! ~~1 ~ ~l ~ ~ if~l-~i~ iii ~
9ATCH 47TICKET WATER TRTI"1$- WRFl:'RlY9`r'~c - 15r Cr CiRL1VRa m 72
AGfiFtFi ;ATF "fARf:F1 At':TI. iAi ~~-,TATU`~ MO1ST AFIM 7?L TR] C'4',-,: TAR(",Fl Ar'.'fLIAL --,7AT lI q
T~RI`~ 7Fh+.:1 TARw NOTZER0
j-~-:3ANP 7010 l B 704(3 ! PW Tt-E4 U% UAi G7 LrM0. C~~ X 0 cs 1 t) 1 N 701
f~I~.F 1, 57 i, F~ l 8~~ I~I 1 l.1l. 1 4 11a 8a~1f.F~ 41d:1 "_I, '9 ~f„: 6:1 1 1 kV , I ~.~I..
ri :KJ:<iq E ~ 2'~~.~0 7 N Ini a 3`II
. ~
/
,rARF.' xFRe') 'ryRE iERO
TARF 7E=RO 1 AfdF= 1F"R0
t C~ 541.0 +_t~ L54'.~tr E N C. WA fER *i ~ I ~ 1 A i9 L5 d, ( N, l'i iIM
TARF TFR i THRk: ZFkC1
WATF'.R A1_i_9;1WFD AT .IOF'iSTTF: 19 OAl_ P°hJl"6 6 TMF. R0:150: 09
r-
. z.], I.L'J N.■ R.44 E.M.M.'
SPOKAME G'~~NTY., W~SHINGTON
5 y
6
•
I
j ~ r • r+~j A ftr ~ ~ r+~ f1R r1E+1l1AS~ ~ . _
fs
2b7~
..~~.q~....
TRA1%7 A A~7
+ _
~ - _ ................._._N ..e..~,...~.t , , , ~ n.., i , •t
p H~i A'
~ 3~ PM -0
i 2 mn
4
t - 4 :
f
3 4, 5 g
3 - $ j 2 C]
?4 ry
t
s ta ~ -S'
i ~ ~ ~ ~ ~ 3 ~
2
T
A"!r ~NK ° 14 3
I ~
-I 10
~
=
i(D r-I I Q> 4
.
..MLr _n..~~.... L~.
i i
i i
3 5 ...i .,Y, 6~J
2 i T ~A' n
~ ~ R , . I I• I 4
• ~ i i i' ~ - ~
~
.
„ ~ . .
k
1NLAND . ~ ~Mia-A _MN-PLACE, , 99213
PAC1F1C FELD F~EPORT #
ENG1NEER1NG
]~A_T
's~u w~ 7th sazo~ 2~ ~a~x~ ' , 'PAaGE~ OF ~
tl ®rDeig
OR`'I~W ES'T
.
DATL1' RIELD REPOR.'T
Project Name Date,
PrareatNa. '~W~Ul~~+ '~C~ ~~~)Z-~~~ .
a,~ort No,.
~q~~3 fi jj
VgEmm ~~,v~►n ame &FFs #r~ .
6~°F G~~~aer I V, 30 Z., 0 0
CBMA ~.acal Reprrs~~at ~ore n~ v[ Vdl ~ l~ ~01 fin e r►~' rp Oq S t r I~c NF li e y 0 ,
oPwo ~ ~ttn►tter . . . ,
L?~wr+r
: ub~ ~'1 ~~t Nlaragerl ~t~o nurmber
"1r.~a►~~
PaBe Ho. of Brucz- ',r..a,-at , -
•
Manpvwer'& Equiptnerrtllsed U-0 QWr~
convnents: ,
cwo+~~a~~rz~►_d 4h~~,~ Co~~~~Ys re.~c~~~ ~o ~~c~
pwapecmcatiom nomm- v
WdtlMCrsaiWfM) CSTC Ql~~ dv~Pdy~_ ~dv5~v G+H t4-
T" ~ h+ r Y►k G S Tf'- W[b 5 AJ~_ G[ H~ ~r11 b e~. te ffCd sA..c,o f~r r
f` +0 -tLt 1 Cf- 1 4 W+P i-" { Y*d r•►rod 16 C di ~ 1 ia h~ S h c+..• D~ry~ {
-rk G~ e~ c -d-~
~i U Y V~Vda 1 /J ~5F r ddt TtG►-, A h0~. Ah.[!~►JF'~ kR esw+-3 ,t e- C'~C ejeR Ce
• '
r
~
~ ~~M MW rcfemnmd acideniia am Lo Fe consiLlered prelimfnary ~ signGii SM
cvnstructivn engineor and1or STI projeCt managibr.
LVMD BY~ DATE STl PROJECT NI,ANIoLCER: DATE
0.qornslctMe1drep.pm5
.p011d"itT DefidetlcyRepo1'# Ho~ • ' e
NORTHWEST.
SOMS, TWnIVG~& BVS'PECTIQN - ~
. .
NUCI.EAR GAUGE TE
ST,RE-SUILTS
,Tab Name: N+v h.. P +OL(f. SI'I Ja6 No. ? 17 13 W.O. , .
FieId R+eport Nu. ~ ~ . Date: 1 b// z Tec'h:
Page 2- of . DS= L[ 3'/ q MS 5 Z
, . . _ . . ,
T'wt Locadna Ft- BeIow wet momdm Ihy mm Percent Pass Retest
Nv. SG. Den.sity {Pemat} Dengi,Y DemitY,~, ,~mpaovn 1 ~ of DT
GS T G Bleration (Pm (PCFS Fall No.
Al~w Er ~„pU~r~
~ IS_t'5_0 L t 0.5 140r 1 9,4' 1351-7 1 Y 0r5- q 7 p
)5-t90 L ~ M,3 5,0 IVZ3
~ 154-70 ~ J 139,3 5-a 3 133,0 J
~ 17+ 1o 11 lqq,3 5-iZ. j3 c?r1 17
15-+ it) R . iq s 113 5-, b f`i 3, z 1004
~ ~ Li *."5`0 R 1 ,Z tQa 4-
7 13 ~b8 L 13'7►5- ~3(1,6
g 1'3f6~ 141,0 ~►8 135,2 cl iz +-6 v z 15), 3 ~~,q 195-,V 104
I0 It~b,D L `Ir ~ 1~~, z ' ~6 +D+6o R l~3t3 5-, ~ 137,7 10#- Zo L l ~~0,3 t-f a~ l~s,'~~
?6
i t+I. ~rv~ ` -
ILIf-30 L_ Nz,v 5-, z 13 ~sg ~ 7 ~
G4 I_3+70 L lvq,n 6,S 137.z
Sat~jgjg Ng. I?escrilation S~tip1e locativn Mat.Density Opt. Maisture
t .
'109 P'cmu - c's-rc ` 9+_0Lr_P;le, N0,5 S,5_
~
~~N.5(Tj7-re-5srs-
. ~ ~ 3, t.zb nt., E~.44 E.yW.M.
S . K:~Il~dE~ C€DUNTY, , WASH1NG7dN
r s i ' ~ ~ z
i 5
4
1 i 2 ~ ~ f~ I
~ F ~I I . j j a I I• ~ I
t 6A I f' ~l B n n{~ r► 1
fLr11V ~.]►JUnI V I.7 V•~ I ~ . ~ 1 ~
~ ~ - 1 • I • 1 P I ~
yr~ ~ -a~-.. _ ,.«.....r..~.»»~ » 3 ! ln" ~ i i t.3
103 2 P lw~
~4 a
4- 5 1 ~ ~ • ~ ~
eklr,K ~ ~ :
3 S
1) 0
K~C]
e'~' . _ - - ~ , - T~ - - i li ~ C(
s' ~ ~ - ~ ~ "M /3~ j ~ ~
~ ~ ~ ~ iol .3 ~
,
1'4 -
10
~ ~ 4
~ ~ F e
L tb ~ ~ ~ 1 .......a...
~ : ~ i' ' ' i i 5 r i . , i . ~ , •
`
4 5 TR;:T 465
i ~ R , r r i ` i • i i
~
~ I ~ ' ~ • ~ A TI C } h/'1! ii"C~w,
L.L ~..rVLl t _ •
~ . r
I NLANt7 1~M TUMM -PL h-cg- - 99-213 .
FACAG ~ tLD REPORTV'
- ~ -
ENG1N'EERINQ ~,~,'~,~TEs /fl 'yQJ
'~~}~1 r ~L I , L
707 Wea# 7th + 5uite 200 (:M) 458-6M 's~~e, WA s9zr~ FRx; _3 Q~ _
a
' ' ' ~ ' ~ ~ .
NO.RTHWEST : • . :
~DAILY FIELD REPORT .r . . . :
P ct Natite ~ . . . ~ ~Date: . . - ~ .
PrnJect No. . ~ heport tio.: . , .
~ . . !2 .
Arrnamme
~
$30'-
cwt ~ . ~ 1Acar R~ePresanta v one ncanqer
. gglQ ~ ' • ~ . one
. . e nwn~er .
S~botttraator j. , b71 FroJect ed ptione nuttibbr ' • ~ ~ .
Pugo No: ~ . oi ~ . • ' '
Maq*-wer&Eq*menE usea
.Z~/'0 G~fsw~t~~, Zcre iOt~Se~M/S
~
d . • . .
IN ,~LL~ 1 v~•/ p.v - s: tP T~.tls veCt .Av G.c../'f ..J= r.~al..+9-IY~.., r.~ .
~a~~ ~ ~~_M~PwGt~ )f~~ G~itl{.~ A!s u.e7tT. ~i ~G' ~O`ta~~ CGIt1T/eG/dI t..~~'
L.r O~N/M t~~~a :•Da ~le~ ~'~n t~•"~ %.t ~tb'T f~fEC~ r
~ ' T~cv c✓~rc- sr-~+~r ~a-' ~
,j,~'~~~!'Y'SO crAt~fird os*~ ~Gw~~td ~ JCC' i~•~e~e c~ed'fT~P s,✓r~il. ~
ia /ZA b~e~hJ •G ~o.+ c r~ 77 S,,]''K 4dt~ e r
it/txT Rw/a~~C. ~ ~ cd.J7~~r •
~l u.f „~.ve~.tJ p~t! sATl.cr~e~o.✓ ca~Cc~"f' sclrec~p.e k+r~' y:'.:io. .
. . . . . ~ r
. . - . • St1 FIE1.D CAM'RAMR'S REAMEMA'i1VE
. > . . .
, ,Im.documer►t aid reterenced addenda are to be considered pre~ninarycamt~revehnred And stgned bythe bTi .
4on~{ruction engineer and/ocSfl project mana8er. '
F •
. V
D BY: ' DATE • S7'( PROJE'C7' IVIANACEIte DArt'E
COtreSNen¢ing L1ef icletteYlt~Port NO: o:ttoruutstMeldrep.pms
,
ry , - ~y, ~ , ' , • • .
..~E_.
, , "~r .
~ [VORTHWEST • ~x,~• . DA.XLY FIELD REP(]RT
ProJec# Harne aate:
10/t 6 fq
ProjeGt No. Rcpart Na: 13
vvamm ArnYafti rme ~ o F Fs iTr' .
47-6,F7 z :3D' ~:'3 ❑
CrKmt r Loca Repr+~s - ' n,unb"
~ 7►' ~ Cd ti 5 f ~ ~.h n mt ~ Sv i,
~ ne nwnirer
Wlf. Gv~S~ ~P'rnr.+~r G~~r~•,
S~WEorr t ~r~
~'1 ~oj~t Ma~ra~ ~~e numl~er -
Page NQ. I of 3
~~~MOpme*used C L±Lj,eu r 2- 5I7 VC- ~s + ivGB~ canwrmmtlc ~ ,
.~L«td ,~H s~`k ~ A~4 ~-r,..
,J1h fiAeCj[u+, K C e- ►o vof'c4- ,
.
iA opt -F-~,o- GLA- Je -5 a[[ G~o v' c~ fa v+L, i v, +4-v o ,pv ~ I-C ,
4"~ ~ edlil-P Z 1~Av,C14v< we fFP. r q f d e Lujf tr s;e [4r v ~!3 vev f~y
U.-as dm'A ~ ~ co-&
I~- 4LIec J~. O~~--4a~
7"Ize- acp +A..o s l A!d A h,d-o r,., ~,~r. c4eel sa r 5~~c
~ 1~ s Q~... ~ t~u ~t. m w- V 4-1 tv~ ~ ~se c.4-snL, o ~ 41,t- t4 a v-~ a4 12 4
1 ~ #
wG, re
STI FiEI.'D ~RE.SEHTATIVE +GONMACT►DRSREPRE,SENTAT1YE
This docment and reft+enced addenda am to !m consdered pre&etinaryuW mvei►nned and sfgned bythe 5Tl
constructivn englneer ant#lor STI orrojecE manager.
~
R EwEa oaTE sri rRo E~r i~A aa~E~: oar~
. v:vorenslstMe~dre p.pr~5
CA1`CespQ~ldlttg D~P.iEi1LyR8pa!'k Ni:
t J
.
. ~ NORTHWt8T x ~ SCl)LS, ~S'T7VG& INSPECTIQN
RP
, . . . NUCLEAR GAUGE 'I`EST RESIITLTS
JobName: Sn rab No, c~ I Z) 3 W.C}. +
FieTd Report No. Date. 41611,7 Tecb: p,
Fage ~ of ?j I7~ ~~~4 5'- F 1VLS= 1713
~
Tftt Locatign F't Helow Wet MaLsft= Drry Mom Permt Pass Retwt !
No. SG. Iensit3' (Pment) Densit3+' JCfmgactiat~ - Q~„ Qf L37'
. • f~11,~4+v jI~ C EIev~atioa (P~k} 1~~1 Aio.
~ iq+ 70 L A-Cr' 14),4 ` 1357.5- v
~ 13 t- 70 L ~ ly3,0 13 6.z
3 1 '2 -V-70 L ryq,/ 13 91 9 9~
9 13 + zo P, ~ r 1 z r Lf ~ 3
5' ~ z+1 LV P, I 3.7t -7 -z
1
] ~0 f?-
7 ~ ~-d .c ss, c.
. ~
' Descrintion Swnple locativn Max.Density Qpt. Nl4isture
~ ((o IWIctwJ ACP GlciS 5"A rr AJew~ev G~ ~ 3'f-oa I 5-~, ~
_ v:%Fwms+rrwdcuGaWT=c.V,
- - . ~~j.~~±~~'►tI~/~---~~qn•SIT~/ , ~ - 07
1.z:] N., R." E..w.M.
' SPflKAHE CBUNTY,, WASHINGTpN
i ~ r _ ` . i ~ ~ i ~ i ` ~ i r ~
V ~C''u't I,n, IitiYei IE
..r I ~ ~I ~1 r3
~ f I P ~ I , I, I I
TI~...~ R f~`r -1 ■
~ . . ~ . _ ' T t ~ MrJ
4
2 4
L
3 ~ = 4
~ r s C]
CC
6
I 2
; z %66 1 ~
I s 1 ~
14 a lp
r~~,1~ 10
~
~ . ~ • sG) 4
nl ~ I ~
, L
55
i ~ R , ~ ~ i-• • i - i i - r~r
i ~ ~ ' ~ • ~ a i ,
. 1 'I 'I ! e • ~~5;'~.~....►.~►.►Rr . • -
. ~
INLAND R,U - ~N ~P~~C FF- 991,213
- ~ PAct~~~ ~~~D REPORT !3 °
ENGIwEERIwG /0I6/11 - ~ . .
707 s~kaWne~ e, 1H"Ah99 Suite 2c~ F~ ~ M" ' PAGE 3 OF. ~ , -
1 ~
. ~ NOR""'H~VEST
' r - DAIL'Y FIELD REPORT
Prajeet Name Date: .
~ii r.~~,~,~ ~Ia►,ce / U -~.7-''~ ~
project Na. • Report Nv..
►`Arnvai"'i~rne AI &FFSarr
.s'~,M) /7: 0
195
~rt ocal ~pres
phvne nwrier
KOPM e RLn1m
;VW~- ,~~yi M1 ~4J~er ~yy
S~V~~ iliP~~ i\AYm~~.l ~~.+ui\MI~i ~ F .
/3►4exo,0
Pase No. ~ af
Manpawer&Equ4rnedusA
ZSMS
conmwnts: r .
(WackCmModadAppwmft ~ ,Ga • lMjL74fk
♦ w, .~sowflow)
~ ~~~Glre~ fT
_ a& -sr'fflr _ ~~e►~[[e:~e ~scrrr,~'~rwto~~ ~C~ X~gm ce►~ ~.a~_ 7'c.sr,~i*c ~~~,~.o~~
J*f".d 7kc rw . A' .Use ir'rt.Trr%%# IMpi►rc rve i+t 7'"4a rkra l.if.r .44^L
l4fJ`L`7 iflaG+~~ ; * umik ~ [GG144a,'I~,t„t AA
~r.-r■
,
car~ rmr"~r 7"r.~ ~[rr~. F~s ~ ~ ~r ~ .~r r.~'~~ .~~I~►V~. °
- ,
_ GMfMDRW IAIIVr. COHTRAMlM REPR~,SE1'tTATIVE
Thls documentand rek"nced addenda are to 6e considemd preNrdnary unEa rvvdnred attd swnedbythe 3M
Ganstriptlon ongincer andlar STI Firadect manager.
- e~c
~
7EViEtlil~Q Blr: C~AT,E STl PROJgCT MANAGER: DATE
■ 0:1#dr=lsUMeldrep.penS
Convspql~~ Deficiency Rwrt Nac ~ _
/
• ~ NORTH= f EST
5O1Z5', T Mn7VCr' &,WSPEC1YQN
. ~ ~ . - NUCLEAR GAUGE 'I`EST)RESUI.TS
~
Job Name: STT Jab No. W.O. . . '
FieTd Report No. Date: Tech: r>j,
Page ~ flf .5 . DS= Ms= 425k 7 .
Test Iomtion Ft. Below Wex Mo~ tky mm pacwt Pan .Retad ~
I+io, _ Sa. J~sity [~t) I~I d~itY ~,~mga~tism c" pf DT
- • ~ ~ ` ~ El~ra~i~ ~ ~ ` Fai1 ~ No.
~ cps rr ss- ~ -
S. 7-4 P~G~ , ~ z~►+~v ~'S" J~
Jzz.3 6.0,3 liS.4-
p
. , ~ . r~3~~ 1~
- ~r~~ 5.df~ , , . ~~y P
ar :-5 4.V IrZ.-7 9Z p .
Lfj T b !i&!j~. -ZL-# z
1 JgA!L `t -7 P' -
I Zz.C 5A7 114.Z
~
. /
" • w • y
. i
i '
1 .
_ . ~ - f _ • , ' -
I Descrintion ' ~Mpic tvcativn ~ M~.Density OptkMaistu~re ,
` • : ~ ~`;ry
&J 7. Z
~
~
,
1 S i .
~
~ / ~r
GENTRAL PRE-MIx +C43NCRETE CO. CUSTVMER MEN=
PO sox 3366 5pvkane,Wa. e922n Pv gox 9575 YakimafWa.9s9os -
Oispatch Direet (509) 533-0248 Dispatch Direct (509) 248-2046
Bus. Offir,a [509] 534-M1 Bus. Afftce (509) 248-2441
~
, 1 i8ti9 ?iarria Rd P7~'0Q7wa:S93Ui,;• ,W: 2s00 5WOce Way;G~~IIid'1~1~Bn~l,~d:8~14
~
DL,,,atch Dirrect (509)"RS 851fl' "~48) B~4-2~33 .
6us. vfFtce (509) 545-8405 ' • ° Bus.'ice (i0'8)'W4-211 i ' - -
~ea~d :1 wtw tp eyes.Cavses sWn IrtiCati~orl Cont~ris Pvrt~~ WATit ~EO 1'kS
]ITS 07'REFtATH
befafro iag: ~~.y~ ! • ~ ~a ~dF+ii~'ES3WARRAl~Pf . • C. '%~L 'A~ol~
{17 {Ie i !.Y'6•:".J r.r
a t~rees te acc~t resgaisFhtlity for
a Wn,'= %e ordYs- of C~~ p~e-N1~
~n~dt'~'~ti ~ ~ tltre W~tar pddeA ~.,~n.
nro r6dun or ftpvrd+ASe prion. h
~V
~rPT'Y'&_=
i
~ CMAEN « t~aesitta Added gal vidEer at axtorm , re*iest.
n dartw_or$ C01~',ts*fflon8 .
I~P RFJ4CF1 SF TO THI5 rw mraOm sny _ T~`~Cj~ W0~[I
WARR~i0T0 PER~MtFIQIMMYI~EGROQAElQfOCaH~ACTWII7~MHF1ARW~} damr►Qe ~yard fFrs cu~6 Gnv. ~
1lILREfE,d11T~~,~ 1 i3 ~ _'.Cll~.~ -oilRt~! .R~S."r' . : " :r.~~~', . , • ra= l r~ : ' ~ ~ ~ ` ;$~yp ~ ' _ • . • . . . '
LF111iE PLllF4T~ ; , . ±FQB 4K6M;k flrQ~MtlE F„" .1CW~~ rARP.PI.ANT' BLWs '~1,~ 'e
~i 4 , 4z~4 S - ~ p ~ 7~r ~r- il Y* Qt.i1{Y4~:
~ _
~ - r . ' . - • • - ' ` ~ . ~ p~-
; 'r:
[fRIVEW ~ . `
' OOMMENTS
Order No. CusL Nn. CPM or Custorrier Job Custorer PO 1 PFase Code TIC44ET NO. Orlm CPM Project No.
97 10140858 DAN C , -
CAgftnW y Rdvery Addmss E1ate
►~~r~Ns ~ . . , , . . • . ,I , 12TH ,ANI] NFEWFR, ~ 27-OCT-99
[te~i~ry Kq,s,AAESET ,'OF SLI1_L IVRN y ~ , ~ ~ , ' • ' - - , , ;~P'- - , ~ ~
- . _ _f . . . • . ~ .
._.~i►rered ~N• +Ur tv Pmduct~~ lJ()A P n Ur~rfce pmarrtt ~
~~.'d?47 .07.4(A
1.00 _ 49 J790 : HOT _WA7ER .
t . (]4: 4911Cy~ CC- °'f x',- - , . -
i 4.00, - ' - ~ 399999 RFCiIiI.ATORY SLIF[CH
~
. , ~
~ ~s
~~~,~s,'•k ~t~>,>~ i ~;,~j~ ~ Tru~
p~
d IIAhc Na. i
17,57 ~,~~i 1 : S~aal~s Tau ' s~.~s
ry ` t ~y ~y .~3i..
f h'9i~ `',Yf~-,y'?,~ •7~ ~ ~ +~51 ~~l•,4rti 'A., ,4.; r_ r V W `Y,~.~ ~.a.~5~>5Ri ~Y ~ ~ T~~{iL ~~~E
i L. ~h]3]3~% . . ~
i ~ ~ ~ i'~ ~ ~ i i ~~^,~~-a ~-E ~•i~-~ ~ F~ ~ ~..s:.
3~ATCH 60T IC:KET f WATE-R TFt L MS: WA7FFi/YD39- 20.0 ORDFRa • 97
AG13RFGRTE TAROiF T ACTUAI _ STATIJS MOC.~~aT ADM IX TRIM~ : TAR6FT AGTiJA!. STATUS
TARF 219 T ARF RtOT7ERU
~GSANn ' 7:320 l_13 7420 IN TOl_ 3.0% CAI_CI f.IM l. J0 00 oz 1504 i N T01_
LfV T~i
C~nN~ i3?69 4. P 13200 FN 1'Ol 2. `+1 M. P, AFR i GQ 55 ~1T 55
22314 I.~ 22240 1 N TO1_ 0. 5Y.
3 1405 'i A 3 i 15 60 Yh! TCSt 3 . CzI
I
TARF 335 TARE 7 FRO
TAkF ZFRO TARF. ?FR~'.~
~ ~I r,-;41 0 l P vb 4C~~ IN TO! C. WATFF°t #1 1022 l S 1026 IM TOE.
H. WATFR *i 204.5 1_13 2034 I N- TOL
TRRF 7FRO TARF 7FRO
WATF_R Al_I .0W17-T) AT Jr'l13ST TF_: 21-5 c13-At _ FND T I ME 12:24 =57
NoRTHWESr FiiLM RFPoRT # r~ r MATERIAL SAIVIPIING & MST REPO1ZT NO.
PRWEcr R0. C ~ PRcuECr # 99'Z f -3 REPORr DnTE/O - a7- ~
I FIELD QATA iE BA7CH QATA
NIA7ERIAL SAMPI.ED MI7C NO. a Zil3c
MATERLAL SUPPUER Pov elix 1RLICIC NO. Z 7
cA-rg SMPr.E rAKEN I0-Z7-97 TlcKEr wa. !0 r 4 fl
TIME oF SAMPUNG P 3D sAacS CBr+EN'rr-u ►rD S. 75`
' wEaTtER w~.,~v■~ rYPE ciMEnrT Ydva Ps1
J
!41R TEMPERAIURE BA7CF3 TIME 1 Z e~~
SAMPLE TYRE C~• ENa P[ACEMENT YIME 3 Q
srRucTuuRErirpE 5:~..rar~ AoMUrruREs - A tM ~o~ CC.
sr~nnPr~ L~oca~ar~ nrt~uc Ar~GREca~ SiZE
- wnrER ►aDDED (rAL) n
TOTAL CUBIC 1fD5 PLACED -19) 4fV1C RAT[CJ Q r17
SWIAPLE TRKEN FROM r"~U YARDS iN7Ci PL14CEMEM DESIf'shT STf#ENC;TFi 340d~o
FIELQ TES'TING OATJA
TM RE5ULT5 SPECIFiED VALUES
sLuMP tEndiesy -7 d 7 4im At
CONORETE TEnnPEFwTvRE (F) °*40' 4o
. q'. $ ~ 5 - ~G.S'°~
. wa CONTENr (OA)
wATER AtjD~D (gal) ~7
, wA7EFVCEIIAEHT RATIfl SJ`r q7
LABVRATORY TESTi EHG DATA
LAB 1D FIELD ID QAIE DATE AC,E SIZE AiiEA TU7AL LDAfl STEiENGTHA TESTED '
Nu. _ Ho. REWa rEsTEa (aAYs) sauAREiu tLBsa (Psi) BY
10/ -3
~ ~ ~ ►~1,~ I ~ I I
"tzt.~ ~S Ep-t rZ, ~
w -
REV 8l97 0:1FCJRMSIGEOTECHWlATEFdAAL RPT.OC3C
- l
' • l . • . v- q.._. , _ _
. ; • ' a~L►. x~= ~ 1.20 N., R.44 F-,W.M.
sPvKnNE- couNtr, w~SHiNGTVN
g ~ 5 i 4
~ i ' i i i ~ ~ ~ " ~ ~ • ~
n~rn ~c^, ~ nnnC^ ~i~ I f I #
~ i I I .~.Rir.tu 1,3ti.e~v5 v 1JI~~ ■f I I . ~
~ ~ ~ I• - ' I • ~ I I p~ i
T !1 h~' i •
1 NCf~ r . w..,..... .«....«.«.»«e...«,.,..«».» ~ 1 v I u ~t~
I'' ► ~ ~r ~ ~ PCNOi g ~ ~ . ~
♦
~ ' „ II
~12 ~
~
= I ~
~ 4rlr... .....»...,.,~..d • _
L ~r~ 8 z ~ C]
,I ~ f ~ - - ~ ~ 4 ~ ~ C]
~ ~ ra t , r 0
t 2
2
94 - - - - - - - - - -
10
r I . ~
. L
7=~_
~ ~ I ' ~ ~ I . I ~ r.
T A P~ M
~ ~ ~ ti ~ ~a ~ R~~. ~ T , 55
i i .
4 i r -
~ P ~ ' I I 7•R
a nrz ~
9rn~i..E} , v~rUP Ri . .
' - y
. _ . ,
INLA1~~ ~ A~~.Ml~ -PL~4;C~ ef - 99213
1~AC~IC ~LD REPORT
~
ENGINEERING, ~~#TE. Id~~~``~ • -
'
s~~ ~ W'~ sszo4e 2~ (509) ~,~os~-j 'P~4~G~ ~ 0 F , • ,
. • w . ~~~~Si
. 'Y
~v7y#N~lf [ ]RTHWEST v •
. . i . .
• • • DAMY iULD UPORT . • •PCiDjB4t Fl8i1'le • , . Date: ' .
A~~.d~?~~~ . , O~zg r,qcr .
• eport v.: . .
Project No. k
~ ~ A~mr~~ti ~ne a FFVMre'
q o c1e 3 Q 16 r 15_ - .
~ nta~er . .
, Or. Ir►vw+ an) .
. ~ ~ nwmaer
~~c~` T • ~►.1
5mpM~~~ nMdw
. - . I:,~,rti►t[G ~
Page Ho. f vf
~~~U=d .
~ z d ~'►~c►c.Cc I.~t joe r~ e r~+s~ .
f 7-.c
_ J~r►r~~~.~ t
*sQwGM4 ~~j~- c►-~s~ s~.~cs ~~,c,r~~s .4 ~e.cf- ~.~~s ~ f ~ +C~ Tkz.
~a. ~ ~~f 7"~.,r dst~►s!1'~5 .I~ ~7~tr`rrd~ ,~e.jsa'nJ ~r.~: r~
uer%e -%MI&re/ e.Jrmn _
[a~~ ~~I •S'T7~7"r oril .rl.9~ca~ ~1~Af ~ ~ ~v a e ~
• , : .
G~'T~S~ . Tdi~'L ~vr S'~'~7•i._4 ~~L~ G~r►-~~SFT~ _[~.~i_.f~~ ~l~/
, . ,
ww~
_ VnPir.W RIEPill"S ~'~G V CONTRAMOIM REPPESENTATM
. ~
Thb dOOment-aRiZ rcW*11DCd aftc1d8 AM tqbe rAlkrM@~ PMMOkOWlRMrmgvved a'1d fitRBd bythe $n
tvnstrnuctIon etngtneer andlar 5TI loro]e+ct manager. . .
9 • .
7RKqEWEo BY: . ~ATE 5'Pl PRQ.~~CF ~GER: tIATE
i -
. - Q~r~slst~#ieldrep.p~5
Urrespqnd'ing Dtfictency Re,port Ha , , _ . _
. Y `.~Cti.. I.►~. I.LV Na~ R.TT E.qi1iM• '
SPOKAhIE CDUNlYp W►ASHINGTQN
e ~ 4
5
P ~ I~ I
! I 1 ~ B I ~ 3 ~ i p•
r. e~n
vRr+n' lav'!~u=r 1.3=~~til ~ I I I~ j
. ~+~'"~7~ ' ..„,„.„.t., ~ .,..w ~ ~ A-11-1 To
fl~r-r 4 A
~ ~ « »..«r...W..».«......«.«.«....«.,....... . = 1 ~'~v 1 1 ~Y3
! I
2 x Pawo 'B' POND ' i
1 ~y • ~ 6
3 4' ~J' 1 • _ . _...i~~~~~~_
x 1' ,p I ' f t
r y 6 ..........e..,.....«,.~ 1 »...».....~~f° • ~ ~ i r ~1
CR7
~
J-
L-/
a ~
6 I ' ~ :rx TI,T - - - - - _
r 2 TRamTm ~ ~ ~ 3 Gi
1¢ -
Pam.~~ 10 ,
i t
1 ~ l ~ • I I ~ I I ~ r~jaI'Inr i.7 ~ I •
e~ ~ 7~ G f'►~.r 1 A 5
~ I ~ . I I 4 ~ f f i
~ ~ ~ I• E ?•~~ri EI nQi
_ I_~. ~ U i d . ~
•a . . , : , •
lv:m INL►~NO A~U~1~- pL14C 5 99,213
Pp►CIFIG ~~,D FtEP+QRT 1~ ENG1N~ERING j*'F
E:
707 west 7 ilto 2DO {509} 4W-6M ;
s~~ne, w~ X ~►~c: (Ws} +~ss+~ [~~1~~ Z
~ ~ .
. ~ ~ .
• ~ .
CI
~ • , r
. . ' ~ ~ orlt ~18 7
;
tx~~~
~ ct,~Z%3 O#V
l11~ ' .
"~~a` - ~ • o
0000
+Dt ~ . ~ ~ •
6►g~ ~d~ ~ ~ . ° ~
ljsed ~ ~ .
~
i ' a
. , ^
~ ~ . ~ • .
7
• 4 ' " 1
F ~
~ • ~ ~ . !
M
~ ~ . °
# t . ~rj'~'_ + i .,gV
~ • t'~~~~
_ ` ,a~daax~~~~ ~ g~x•
~
ST1 p~`
~
• p~i,t~~,'~7►.~~ .
caomsf~
• l
~ ~ - ~ _ _ ♦ e . ~ . _ ~s v. , ^ r d.. • •
/ ~ ♦ .
R.44 Fa,W.M.
spoKANE cvUrtnr, wASHiHGToN
,
~
6 I 5 1
rw ~ I ~ f ~ ! ~ I
~ 1 ~ • ,t~, ~ ~ n ►i~
I ..Rn3n►s - 15 vL~t~nrr islnvi ri
I• I • f I , ~ f Ei f
~ , . ~
iP~ • . e . ~ . ~ .
! ' ~ ~ •rJ
-
.it
~ ~ . sl t - -
~ • ~
3
4, 5
. ~ ~
~ ~ ~ ' ~ ~ p 's■
3
p- 7- tsr~aas ~
a I .2
' 3
ix
1 •
74 3 ~ , •
- Lt.~ ta ~
rn~ ~ 1 .
~ . ~ , 1 • 1 1 I . • . ~ ~ _ .
f• ~ 1 I n. I ~ R
~ t' ~ • • ' • ' i . I ! ~ f '
i R ►"~CT i6rJ
` 4
r
~ ~i. i • ~ i ' r • r i
, _ ~ `i i . ~ i' • . i _ : "~`~,'..E ~ ^Ou m' ! _ ~ , . • - _ • _ ! . .
. . 7
. ~r . '
~ INLAHD ►°~~~~~+I -pL . . . . 99213
FAC1FIC . ~LD REPOR7 0`
EN0I14EERINa `i'E: 11-~Z-~t1
707 w~t - ~rte 2~ -
Wkaria. wa 99204 FA)L. m-aw . ~ PAGE Z OIF r- • zT1.m
c
c ,
_ - - - - - - - _ ~ ~ ~ A
r
~ ~~~Y-~~~I::.~~1={~~; ~:r~ ~ ~~~k~~__►_:~~:; = - -
rt--------- ~ ~ !.t_ _-_-C--'-___ _
-
4-L - - - a ~ ~
_ _ -i;- - ? , .c, _ ; I-,,_ ~ ; ~e = - 4~ . ~ ; _t~.~~-, - F ~b ~ , I _ - - - - -
- ' - ' - - - - S~ ~
- - - ~ 1 I ~~L - _ - - - _ ' r ~~-1 - ~ - - - - - / ~
- ~-~~--i~-~ - - - ~ f~ _i_ ~ _n - - - e ~ - - - - - - - _ - - -
57 .
- ~ ~ ~ - ~
~ Vi Vi J
.0
O E. J
O
Oq
- - - - _ ~ ~ p- v~i v~i 6 N ~
. _ 1- - r-_ ~ ~ _ : I - - - • V~ v, ~'p .S, g
_ ~ j ~ !h_Q YTf_ - y _ _ ~'1_ _ _ - .1~ $o ~ g
_ - _I___--- *~~O a
- ~ -i-~--^ ---i-~ _ - 9 ~ N ~
TI --~«iM - -
_ _ _ - - -r- - - - ~ - - - - - i , ~ _ _ -
- - ~
- - - _ _ _ ~ _a_. f-'--(=------- g-
- - - ~ - -
- - ----L--~.~~1""r" y; -r,~•~~c~,~...~; ccC~v~~-- - - - - r
-
-
= - _ - - - - - _ - _ - ;
_ ~
~t I ~i' _ • Y' _ - - a, 00
- - - , - - - - - - - - ~ ' ~ - - - - - - -
_ 6r__--'~' - -t--' - ~ ~ ' - - - _ - ~ ~ ~
- . _ = j- - - _ - - - - - - - _ - - ~
_L 13- _ _ ~ - _ _ Y ~ i~~- -j ~ ^ - i_I -F _ _ _ _ _ ~
-
~ -----~-1 - - - ~
~ - - - - - - o
~ ~+i-'=~-'- - - ~ ~ - - - - ' cn ~T
Z .,.n 111
- - - ~ ~ - - ~ ~ ;-f,~~~: ~ l~a ~ - - - - - - f'~'a
C c+~ -}~I~ ~ - - - - - m Bt9 ~
- t ~
Pw II - CA - - - - M
~ _ _I---- - = o c~ _ _1~ ~ _ ~ W
C=D
- ~ ~ `r~ ad_
_.I` . ~ • J•A _~1 - - - - - - J n
~ J} - - - - - -
- - - - - - _ _ _ _ _ - - - ~ - - ~
-L - - - ~ _ - -
- - - ,
G
•.r' • -
CLC ASsa~~ATEs, IvvC. RECEIVED
SPOKANE, WA • DENVER, CC3
SPdi(pME CQUNT'f ENG1NEE1;
~ l ~ y~ ],-y-\
Ta• CA
k
. P ~1
ATTEN~'ION: ~]r' f C7+ V~ f~ar
. . '
d L Si"
. ♦ .Ilv b Description ,
E] Xervx Prints C] Cepy of Letter ~
Or€ginal Drawing Q Contract Documents a
0
~ Work Authonzation Report
1Vo. j opres ~ ~ ~esCc.`C~#n v\ ' pc)Y1 ~ q l 1
v►A W S~nnv.r ~ r. o,. ~•.r a'l 1
~
PurpQSe
Informadan ~ Review & Comments ~ PerYour Request
Written Approval ~ 5ignature & Return ~
Re'dI1aZk5
N Signed:
cc: \-J4
707 W 7th Ave., Suice 200, SpQkane, WA 99204 (509) 458-5840 Fax. (509) 458-6844
i '
i
I
~~~~~~~E REPOR1
foT tne
' AUt13mn Place
PLa$
Spakane County, Washington
RECEIVED
August 1994 ~ ~ 19.99
SPCIKANE COJNTY ENGfhiEER
h+e design itnpraPs Roffithn"ies shown in this set af plans an~i calcu~at~vns eQnfarm to ~t~e
app~licable Spokan~e Gaun#y ~taudards for Roa~d aand Sewer°~onstr•uc#ian
and the ~'pakane ~Cvunt~ +Guidelines far St~nrrmAater Management. All design d~viations
haWe bec~ ap~ro~ed b.y the Spnka~~ ~Cou~t~ E~ngi~eer. appirn~ thes~ p~ar~s
(L-alcula~~r~s} for constr~cFion.
This report has been prepared by Susaaa K. Murphy of Inland Pacific Engineering Cvmpany under
the direction ofthe untiersigried professianal engineer whose seal and signature appear herevn.
_ '1„• Wl1y
wAs,~
v
-Z
.9kr
398
S'~aNAL~'~
~EMREs 5r1/ 01
~
Ann , a n er, P.E.
- Dli,l`11NAV E TECl lN1CAL 1tL_.9L ORT
for the
. AUTUMN PLACE PLAT
- ]PE #198371
AUGUST 1999
Prepared far:
Family Quality Constrtiction and Uevelopment, Inc.
P.O. Bvx 905
Cltis Orchards, WA 99027
Prepared By:
In lcrn d Pacrc Engirreerang Carnpany
707 W. 7th .4venue
Suite 200
Spokane, WA 99204
{509}458-+6840
g,``
r L Aoa~ _ ~ _ kaiaE L
y~w r • - _ ~r - v ~ ~3
I V_ ` i r +a L-N4 iSIVPL f WHfPPLE [E H
l ~j ~ ~ wniPP~¢ ~P Pf1dES! D ,I~ IPINES
I 4Aa ~ w iv ww o~e
eiiea~r
~ CKERrr nenn ~Kesm P 1,g,NES ROAP]
H I!K ~ iF ~KEaY C p Ap ~
o ~ ~N611 H6U1L q H4ux xPUC a °m o G i '
q v x XQUK m p~ O uM a~~3 -I FBRy n-
~~a~' LUHS L l1N5 y a r~ PL H 4 C0L41H5 [T~.9 L4LUNS LN C
~ r VEiiC R Aa ~A Q m - Y~LL$P YERCLEN WI<<wr C988i !N ~
V CLE VERCLfR qq EA VERGLER Rp °R"'~ yp $~Q~ '
YIROINId !T~ ~
~ atp ~ A. !A - a Y R Wt4 P y ~ a
VINGINIA a. ~ Ci VrRGlNIR 9 ~ ~
128 ~ LFWH x Q 4
F~ 'NOp~DLAWH
E-DEN' Y100aL 5YN m s r id 40 ' u anaw rn oGN~k; 130 m s ranRaaw wFv F ALD Yl
f~{.D 1.32
5f11 ~i, m 6~ .p ~3 a a ~2 s m y ~ ~ Z ELINlGH ~ s m•~ ~8 aQ~( ry bi!! ~ i
r~ m C Q ~7f(ELE[R ~ fn m i~ ~ -0 mIG Y tr b y P
f
71 134 . ~ ~ s"~=•~e uc cue ~ ciu~TV~ ~ m m D1cCA8E McCABE p~
N) eLaw¢ Ro C-
~J m ~ ~ m ~ y~ ~ • $ ~
ryS ~ AVA1 N RF1 iLA,E y 0 ° T. Bk A%E RA BLARE _ RDAD
I m ~ EAYN uN r
kUE
~ NEA~ MA0.9ER R J~Ti1Ery
~
g( '~r a m rv1 A1AMEA ~ o v 1 y~ ~AAMER AOAE} 1•~$ A 15 GFYI DRYIS BOWAR ! 4
C r
EVEAGRE5N R❑AD s ~EVERGREE~N RO,~Q 1+
CT = B LIYAR OLEYq ~I/
Ap A v R
14p p~ ~ w a YAp Aa 9OLA4A9
11 HwpMM C1' x ~ 91{NHEN BAN EN AP LFI r ~
p,► ~p 9GL1lrAN HnU a9 n e8 i¢Yx ~ ~ 9 e V j ~`I
SU F1T9P06R[T RkV MWN N. c 9xqHE 9ANryEN ~-'bEN n
142 o 'x
BOLIVA{S C @ANNFJa AHNE A m z
R~ 1F S~NN 9B6Qa eaNKEn 6H BES~ C
6 ~ BESi 25 ~ RLI ° ~ s
v1REES BEST y B@SF 6EST 9RrenFq
144 w w y REST RG ~,a S4' a~$91p9a~ fi~ _•REE$
ES ~Ek
N M~ 6 y` M 'm~' rL
» 0 nrtE
WA O CALVIN p CnLVid CALnR LH M m ALVlN Q 4 146 ~ WAaFEH ~WA REN m R~~' r . ARPEp AQA~s ~ ~4AO ~ . I AaaMu`~~'~ Ra~ao
- 148 p= F~ ~ p uxACUS ~ raAA;~ ~ - E„i• ;t'f ~
cr ~ x a~o ~r~c nrcn~o i I BU0.Nfi0
uaacusc ~ ,FJO ~
~ y~pN BI! HS ~ NS 911. RH&~ r lR
~a ~ I p ~i r L
PR~IGRE55 Pfi[]GFiESS R(}AD-~~ =
152 sr~KSn~esn ~ a < ROkd _ ~ ' SKS~1° I
x a c
50L1MEA 50N rr~ " vC ABI.Ea Na.. r~ru le ~
no +~uReC~ ~ i _ S INNEA ~ i Y ~ n~" a y~Aurx ~is
154 NlWE BWHRCl ~ N8 A~ N(wCA ~ F o m SPM-
v ~AY CEHi~ T E RY s -~~.ipqT H f~°` ~ ~l.I N M1 661 , 'v
I ~ SULLiVAN !30 RD CENiVAY
SULLEVAN I ROAo
~ e_...
^ ~ yPIpnEERln PIONEER CT
, 156 ~PIOHEER~c '
F R L ~ A 'x I
_?4RgEfi474NE = x~ s FR F
1$8 tti ~z` m a v+ ' .9 k AE 4N a
m ° a ~ pRR .^Np r
16D ~1 9 R Cxa ka~F a Aia qE xm o~~ S~ v
aE
m
EANHEATRO
- ~ ~
~ ~.f 2
162 ED&RkIH NC ra
81¢~
2 1 7 •fl !S 'S~ A'±: 5. ' 9 ~F.~F~.'J~1F`./ ~ N
cowK~.IH
z.'
~
164 N "•7 canx+r~e
a a . 'r~" Q ~ ` b a , ~y~ ~ ~ INfl PA;JL
T fi6 ~ 4 ° +rr7xxva n~ ~ '~2ocK sr cn~awe 47H $T _
y vwr -c &H ROCM ~LN S,~ xy Pk9N ~
1 fi8 ssH sr
--1
~ '~4~ SfEEH 3!U - 1~?
1701 o 1
UL !F Ym~ x
%
CR~IPN;N AO ~ x A~FEH ~ ' _
cH,Pu.a Au ~ .W _ R 44 E o ~
r FaOBa Ao ,e. _ { . 1~
172 ~R 4a E FL❑
~ f
174~ ~ 4q ~ A wEL! d a a A ~
RC GT ~ 'A RRC ~ ~~tY
b
T Z p r T'bCt :aLBY
SCNpILE? Z7' p~ pl
SCfilACEY RO LOR81N ~ T6CN15LEY 7$GHIq]
@
NoI~IWBSt I~i S@N1~8 m
J nrr o~ s n n., ~l.
- - - - - - • - 4,
SP(JKAIVE COUNTY, WASHINGTQN - ~3HEET €N
(Joins shee# 67) R 44 E 4 R 45 E
- -
J'
£ `
~ ~~F _ _ ' - ,-~~-M~ : . 'K~~ .r~ ' ~ ♦
~ Y r
, _ ,.y ~ ~3y~Yfa~ • ~ C
a
~x ~.r~~ 3 ~ s - _ - ~ ,i' '~R
~
I' ~ ~t 3 y
I F~N ~ f ~ f~ ~ 32 • ~
~ ~ • - ~ ~ : ~ ~ $ q ~ ~ ~ ~ -
~5 ' • Y'~' .hV~ ,.S fs~'( ~
.i~•' r~r~..-i w~ ky~' i
~ " a'~ 'x ` ~ y s i'~ `j ~ ~ 1 c
~3~4'
- P - F . [p Y i S ,l _~=•jJ _
~,r ~ , • ` ~ cas - .i." • '•w s~
iD . ~g~ 7 ~
14l1~Y1=~, ~t,-~~~ ~ _ ~ ~1 f i.s• , ~+~~I^
~ - ~ ~ 1 tf`•- ~ A :
^y~x~r3 p ~ S t~ 'v ~j ~ a^n V S;
' - • - ,~v
Ann
.4utumra Place Prat
_ I)rQinage Narrative
GENERAL
The Autumn Place Plat is a 4.2 acre deaelvprnent of 14 single famrly residential lvts located
' narth and west of the intersectian af Sullivan Road and 12`h Avenue wiEhin Spokane CQUniy,
Washingtan. The site is currently vacant with field grass as the predvminant land cover and
vegetafivn. There is an existing home adjacent to the Autunm Place plat, at the northwest corner
of 12" Avenue and the proposed Newer Caurt. Single farnily residential development l'aes to the
east, south and west. A vicinity and lflcation rnap have been included within the technical sectian
of t.his document.
- PURPOSE
The purpase ofthis report is to detemline the extent of storm drainage facilities which rvill he
required to dispose vf the increase in stormwater rranv#'f created by the development oF the
Autumn Place plat. The storm drainage #'acilities vn this project will be designed to dispose af
runoff from a ten year design st4rm fvr onsite basins, and a fifty year design storm fQr thQSe
basins that include vffsite areas, as required by the Spvkane Caunty Guidelines For StQrmwater
Management, though #he calculatians are alsa included to werify that the facilities alsa generally
contain the 50-year storm. This deVeloprnent is within the Aquifer Sensitiue Area of Spokane
County and is subject to'2U$' requixements. For this project, the 10- and 50-year curves from the
Spokane, MedICa1 LaGe, Reardon, Cheney and Rockford intensity curves were used, as well as
the SCS isn-pIuvial rainfall cuives. Per direction from 5pokane Gounty, the SCS curves haVe
been further refined with the NOAA iso-pluvial curves.
AN.4LYSTS METHDDOLUGY
Per the Spakane County Guidetines far Stormwatear Management (GSM), the Rational Method,
which is recornmended far basins less tharz ten acres in size, will be used to deterniine the peak
discharges and runoff volumes for all onsite basins. '
PROJECTDESGRTFTXON
The Autumn Place suhdivision is located in the Seckican 23, T. 25 N., R. 44 E., W.M. within
_ Spokane Count}+, Washingtvn.
TOP+flGRAPHY -
ThL' e7£i$t1I1g 5kte I]atL1Tall]r drAlI1s frQTtl YIClPt1e85t to SDLIthWeSt, slvping tavvards 120' Avenue.
VVithira the plat the natural tapragraphy was used as much as possible to route storm drainage.
However, due to the flat slvpes and the Gvunty's minimum requirements for slope, the raadway
praf les have been forced down to facilitate drainage by localizing Iaw spots for pvnd placement.
Due to the flat slvpes encauntered, no concentrated gre-existing flows weXe vbserved nQr were
' there any signs khat anything other than sheet flow and ground absotptivn have occurred an this
site.
Intand Pacrfic Engrneenng Campnrry 1 Rutumn Ptuce Flru Brainagc Hepmn
I
The generaI slopes within this plat vary from flat ta nearly flafi with the tnaximum existing slrape
at 0.04ft.Aft. Generaily, the area vvithin this platted portxon of the vverall preliminary plat wauld
he charactenzed as flat, with slopes ranging frorn flat to 0.02 ft.lft. Far development pnrposes as
stated the natural sloping was used for design and is main#ained as passible throughaut the
project.
S(]ILS
As can be seen from the accompanying soils map fram the Spoka.ne County Sails Survey as
perfarmed hy the SCS, Lhe 51te Ca1RSk5t5 of aI1E Ype of 5olI5 W1fI71tI t}le CIaSS Btype. Th1S SQ1I
type is described as follows.
GmB -Garrtsan very gravelly 1oarn, il tv S percent slQpes. Soils within this soil type are
svanewhat excessively drained, graveily or stony so1ts ihat formed under grass in glacial outwash
mixed in the upper part with volcanic ash. S-urface runoff is slow, and ttte hazard of erosioM is
, slight. Spokane County Guidelines far Stflrmwater Manaeement indicate this to be a 5oi1 Group
Type B and pre-appraved for drywell instaIlatiQn.
Hydrolagic Soid Cdassicatiora - B
DRAINAGE 1VARR4TIVE
nff'site
, Based upon the general geographic tendencies of this si#e, affsite flows are anticipated from the
sQUth halfaf the lots vvithin the Craig subdivisivn to the nvrth of the Autumn Flace plat.
T'herefare, the stvrm drainage facilities fur the basin labeled `A' on the basin map and within the
drainage repQrt have been designed far the 50 year storm event due ta the oFfsite area, as required
the GSM.
ansire
As this plat is withiri the aquifer sensitive area of Spokane Caunty, the nanaff from the first %z" of
rainfall on the street impervicaus areas onsite will be collected and treated usizag the "208" runoff
method a.s described in the 5pokane Cvunty Guidelines far Storxnvsrater Management. To
facilitate this analysis tlie Autumn Place pYat was divided inta 5 permanent sub-basins (A1 -A4,
~I and B2). Although there a.re 6 basins, these basins have been carnbined where practical to
utilize the same pond to meet storm voluane requirements. Table 1 Iists the basins and pand
- cambinations for easy reference.
- Basin C, as deslgnated on the enclvsed Basin Map, encompasses the back half of the 1Qts on
the southem side of Newer Cvurt. Assumrng #hat the back yards of these 1vts will be graded
cansistent with existing ground cantaurs, and that they will be landscaped, flaw in the develvped
candition will decrease from the flvw in the undevelvped conditinn, due ta the Iawer "C" factor
of the landscaping (0.10) versus the existing ground "C"(0.25).
Inlamd Par ffc Eng[neerFrrg Campuny 2 J4uhrmn Pdnce Plpt I)a'auurge Rcparl
Table No. 1
_ : ~ , r - .~~t=
_~~~:~':z~~S~]°M'M>AiaR~Y'UFRL1lND ~'C,FQE` CIENT►S,:-~;~~•::~,~
~`~'~~,~~~►~1xi'i1il:i~1;~1.~~~~~e,l~?~.7 i l`70~7~7 ~`~~'~iJi"Y~Vr~~~~~~
k_-= ~ ~.w~`•_ . s ~;~+..~~T ~y _ r 7rcr
' i-= = -s~a-''~'~~=h;;, g ~1!LC~ 1'H'~lJ ~ v: a` ,
• - . ~ ~ ~ACE ~`at~-a.~.
~ iw~~sins"Ta
~W~ti~n~ ut~~,~ ~ ,z-
Units 4
A1 59,34(]I1.36 4.5 - -
A,? 40,00010.92 3.5 - -
A3 57,60011.32 4.5 - ~ ~
A4 6,400{0. i S .5 - -
A 163,300{3.75 13 3.47 0.30
B 1 1 3,200l0.3{] 1 - -
_ I B2 23,50014.54 1.5 - -
B 36,700f0.84 2.5 2.98 0.25
• Frorrr Table 1, Page 6-2 of lhe Guidelines for Stormwoter Marrngemenl, Fe6rvary,1998
"208" Calculutinns
Within each hasin the streets are divided in#o snb-basins by high and low roadway prafiles.
These facilities capiure upstream starmwater nuioff &om the impervious street surface and direct
the rvnoffinfo grassy'Z08' ponds. As shawn an the'248' calculatian worksheets incIuded, the
'208' stvrage volume provided is adequate #v pcrform'208' treatment for the rrmoff created hy the
first half inch Qf rain.fall.
Curh Inlets Calculativns
It is necessary tv check the adequacy of the curb inlets pravided~tsa diverk the runoff &om the
gutter into the `208' ponds. The curb inlet calculation sheets included shaw ttce required lengths
- af curb openings. Fvr curb inleks greater than 4.0', either anultiple curh inlets are added or the
curb inlets are lengthened as required.
DR.AINA CE CA LC+ULATIDNS SUhfMAR Y
Calcuiations have been included far Drainage Basin cvnsiderativns such as Peak F1ow, Time of
Cancentration, "208" sizing, drywell requirements, inlet sizing and curh inlets, as vveil as culverts
_ ar►d pipe flvws, svme of which are summarized below with the remaining calculativns incYuded
in tlae appendix,
i
Inlnnd Pne~fu Engrneenng Company 3 Rwumx PTace Flar Dmmags Repan
'i
Within the calculaiion section and where it has been determined neces5ary fvr clarity, several
' sketches, as we11 as details from the plans hawe been ineorporated tv demonstrate assutnptions
and conclusians.
BASIIV I3ESCRIPTIUNS
Basins A anal B
Within this plat, and due t4 the general geographie features, several basic assurnptians were
, followed and can be used to deserihe each basin. First, due to the reIative flatness of the plat and
, project vicinity, minimum road grade is 1inaited tv 0 008ft/ft; second, all ponds will be of [he lot
pvnd cnnfigurativn; third, that where practicad, dnywells wiIl be rminimized by combinireg basins
and providing piping beiween ponds.
- A,ll of these steps have been used in vanvus basins thrnughaut the drainage design af this project.
T'abl@ Nfl. 2 - FIliILI a11C1 208 Ba51II SUlllil7aZ'y
AM. MUMMn Plae - SA~IiN 5' 'Mi~AR
asis~ Pond ~8 Yalu~me 2~8 olume ~{}8 Area ~~ell
' eq►~irec~ (lef} ravided P~c~vit~e~ ~s~ Required *
A1 A1 1$7.5 338 676 -
A2 A2 115 1165 233 -
A3 A3 179 ~ 1$0.5 361 -
A4 Al 145 - - ~
A - 627 635 1270 2-`W
B1** B1 108 ~ 112.5 225 -
B2** SZ 184 ~ 185.5 . 371 -
B - £96 298 596 1 - clJa
Type A is a 5pokane Standard Diywell - 5ingle LAepth, Capactty 3 cfs
- Type B is ¢ Spakaae Standard Drywell - C?QUble E]epth, Capacity 10 cia
Sasins A1-A4 have heen comhmed for IIqlvstnng Calculations Sasins Fil and H2 have been combined for Bows[nng calculntians.
AA `206' treatment areas are based an (ponsi battarn area) ( 6" depth) Szde slnpe vaiume es nob inrfuded sn the "Volume Pravided"
ealcugaSions
Inland Pacrfr Engrneerrr;g Cnm,rmny 4 Aunrmn Ffrrce Fler Dra[nage RepaY
- Tabte 1110. 3- Curb Tn1etJCatch Basin Summary
NZFAMNWUM.Dlaffielat - ~ Inlet.a~~fxCatch. Bassns~5.uminarY~
~ -
asin Guiiiiiirb ilin et~ Cah Basin
Conditio~ C~nc~itian
~
' A1 A1 On continuous grade -
A2 Al Dn cvnkinuous grade -
A3 A3 @n continuous grade -
A4 On continuous grade
B1 B i Or► continuous grade -
B2 B2 dn continuous gyade -
Per Spokane CvunCy Guidelines curh draps m a surnp eondition have acapacaty of 4 0 cfs
Per WSDO1" Hydrauhcs Manual, Grate Inlei, has a surnp capacity of 13.0 efs
NOTE:
Only curb drap and grate caiculatinns were performed far tbose
eases "On Grade", curb drops and catch basias in sump cvaditian
are assumed tv handle 4,0 cfs.
Jnfnnd Fncefrc Engrxeering L'ompany 5 Auftunn Place Prat L1acGwge Repart
50-year STC}RM 8OUV5TRWG METH00 PRpJECT. Auiumn Place
PEAK FLOW CR[.CULATIDN PROJECTAutumn Place ❑ETENTIpN BA511V I7E5IGN 6ASIN: A
BASIN• A ❑ESIGNER: S. Murphy
Tof Area 3.75 Acres DATE: 08I09
Imp. Area 15050 SF
C = 0.30
Time Increment (min) 5
CASE 1 Tms of Conc. (min) 7.82
C]utflaw (cfs) 2
TO ft. averiand FI❑w Design Year Flow 50
area 4acrasf 3.75
Ct = a 15 Impervfous Area [sq ff] 15050
L= 70 ft 'C' Faetor 0.3
n= 0.4(] 208 Volume Prqvided 635
s= 0.020 Area • c 1 125
Tc = 3.58 min., by Equauon 3-2 of Guldslines
Time Time Ine. Intens Q Devel Val.ln VolAut 5torage
550 ft. Gutter flaw (min) {sec) {€nfhr) (cfs) {cu f!) [cu ft) (cu ft)
Z1 = 3.5 7.82 469 361 4.06 2552 939 1813
7-2 = 50 .
n= 0.016 5 300 4 58 5.15 2071 600 1471 '
S= QAGB 7[} 600 320 3.60 2735 1200 1535
15 900 2 45 2.7E 2921 1 S00 1121
d= 4.265ft, 20 1200 195 2.15 2983 2400 583
25 15417 162 1.82 3025 3000 25
A R q Tc TG total I Qc 30 1800 1.56 1.76 3439 3800 -161
---°w_,_ __s===== 35 2100 1.28 1.44 3254 4200 -946
1.88 013 4 06 424 7.8E 3.81 4.08 40 2400 1.19 133 3412 4800 -1388
45 2700 1.[}8 1.22 3474 5400 -1926
Qpeak fnr Case 1~ 4.06 c[s 50 3000 0.99 1.11 3519 6000 -2481
55 3300 0.92 1.04 3581 6600 -3019
60 3500 4.87 ❑ 98 3680 7240 -3520
GASE 2 65 3900 0.82 Q.92 3745 7800 -4055
74 4200 0.80 0 80 3924 8400 -4478
Gase 2 assumes a Time of Concentration less than 5 minutes sQ that ths 75 4500 0.77 0.87 4035 9000 -4964
peak flow = 9(1(4 5$)(Imp. Area) = 1.42 cfs 84 4800 0.75 Q.84 4185 9600 -5415
' 85 5100 0.72 0.81 4260 1020[} -5944
90 5400 0.71 080 4441 10800 -6359
5v, the Peak flaw fnr the Basin is the greater of the Mra flows, 96 5700 0.68 0 78 4549 11440 -6851
4.06 CfS 1 Do, 6[7(30 ~ 0.67 0 75 4643 12004 -7357
208' DRAlIVAGE PONO GALCUI.ATEOiVS
Reqwred '248' Stvrage Volume
= Impervious Area x,5 in 112 iNft 627 cu ft
208 Volume Provided 835 cu ft
DRYWELL REC]UiREMENTS - 50 YEAFZ DE5lGN STQRM 5+0"rZ'~ ~
Maximum 5torage Required 4y Bvwsfring 1613 cu ft tJ-0 U-V'r-t- =
Number and Type of Drywells RequEred Q Singie Pt i~~~~~
2 aQUbie
~ L
IMLANp PAC[FIC ENGfNEERING ~(y ~ G~
B{?WSFRfNG METHpD PRO,3ECT• Autumn Place
PEA1C FLQW CALCC6LATIC3N PROJECF- Aututnn PlaCe DETEAETIC}IV BAilN DESIGN BASIN• 8
BASIN: B 40-Year ❑esign Storm DE5lGEVER• 5}CM
Tot Area 0.84 Acres 0ATE• 0$I09l99
Imp. Area 7000 5F
G = 0.25
Time increment (mEn) 5
CASE 1 Time vf Canc. (min) 7.50
Outflow {cfs} 1
70 ft. Overland Flow Design Year Flow 10
Area (acres) 0 84
cf = 0.15 Impervious Flrea {sq ft} 7000
t= 70 ft. 'C' Factmr 0.25
n = 0.02 '208' Vafume Provfded 298
S= 0.020 Area ' C 0210
Tc = 0 52 rntn., by Equa#i❑n 3-2 of Guidehnes
Tirne Tirne !nc Intens. Q QsVel. Vol.ln VoLQuT Storage
550 ft. Gutter Flow (min) (sec) (tNhr) {efs} (cu ft) {cu ft} (cu Tt)
Zi = 3.5 Far Z2 7.50 450 260 055 329 450 -121
7a = 50 7ypa B= 3.0
n= 0.016 Rcsl1ed 3,5 5 300 318 0.67 268 300 -32 ~d=
S= 0A08 10 600 2 24 0.47 354 600 -245
15 900 1.77 D.37 391 900 -509
d= 0.126 ft 20 1200 1 45 0.30 412 1200 -788
25 1500 1.21 0.25 420 1500 -108D
A R Q Tc Tc tatal I Qc 30 1800 1.04 0.22 427 1800 -1373
35 2100 0.93 0.19 431 2100 -1569
042 0.06 0.55 6.98 7.50 2 60 0.55 40 2400 0.82 0.17 440 2400 -1980
45 2700 0.14 016 443 2700 -2257
Opeak for Cass 1= 0.55 cf5 50 3000 0.88 0.14 450 3000 -2550
55 3300 0.64 0 13 464 3300 -2836
60 3600 0.61 013 481 3600 -3119
CASE 2 65 3900 0.60 0.13 511 3900 -3389
70 4200 0.58 0.12 530 azoa -3670
Case 2 assurnes a Time of Concenfration Iess tharr 5 minutes sa that t,he 75 4500 056 0.12 547 4500 -3953
peak ftow = 90(198)(Imp. Rrea) = 0.46 cfs 80 4800 053 0.11 551 4800 -4249
85 5100 0 52 Q1l 574 5100 -4526
90 5400 0.50 0.11 583 5400 -4817
So, the Peak Flow for the BasEn is the greater [sf the trvo flavys, 95 5700 049 0.10 502 5700 -5088
0 55 Cfs 100 6000 048 0,10 620 6004 -5380
20$' DRAINAGE POND CALCULATI❑EV5
Required '208' Storage Votume
= Impervicaus Area x 5in 1 12 inlft 292 cu ft
208' Storage Volume Provided 298 cu ft
DR11MIIELL REt]UIREMENTS - 10 YEAR DESI.f,N STI]RM
Maximum 5tnrageRequired by Bowstring -32 cu fk
Number and 7ype of ❑rywells Rsquired 0 Single
1 Dauhle
\
4mpe-" AY e~:nc,
A- I c~-F
A z~ 277'~ SF ~
'3s~co SF
Z(voo SF
~32 : 44 co sIF
'r npx-L W,~ (-w-b tWe~-,
a-e
I A Al'
(4.98) ('~-300 14 3 avD) ~"J. 4 R efs
14A ~ (4.5S) (35-oc/43an(n) 0, 3 -3 C~s
~3f (3.18)~ZkA3,~4-3a,,o) _ 0. 1-7 c.fS
o, zqc~s
r
~ lnland
MEMO ❑ PRoJECT 41A4U-rM1 ~IROe-
Pa C IfiC CALC. ❑ J17BN0. GqpIo SHEET-i-DF ~
~ Engineering MEETING ❑ BY--2rA-1DATE '2'[(-199
w8st 707 7fn, suite 200 spoka,e, wagnington M04 pTHER ❑ CHK'a BY DATE -
5D9 as"aao Fax No. 609 458-saaa ~ ` J
CURB 9NLET CALCULATlONS - Au#uerrn Place
Gurb Inlet Depressifln = 2 m
Standard Curb Inlet Length = 4 ft.
4:D ur.
llpstream 'fa-Yr/ Gutter Roughness ReciprQCal Depth Length
Curb Ink'et lmpervious Peak Flow 51ope Cosff. Cross slope of Floerv Ftequired
5uh-Basin Statinn RIL Area c.f.s' S n Z Zln d OalLa*' Q11[Qa1La] Remarks
A2 1268.48 L 2750 0.26 [1.0080 0.0160 50 3125 409 0.063 4.95 Need 1- 4' curh drap
A3 1427.63 L 4300 0.41 0.0080 0.0160 50 3125 0.11 (}.074 5.52 Need 1- 5.5' curh drop
82 1432.16 R 440(} 0.29 0.0080 00160 50 3125 0.09 0065 4.45 Need 1- 4.5' curri drvp
B'! 1272.18 R 2600 0.17 0M80 0.0160 50 3125 008 0.053 3.19 Need 1- 4' curb drop
pl 1050 L 2750 0.43 0A080 0.0160 50 3125 0.11 0A76 5.69 Need 1- 6'curh drop
GRATE cALcULATioN - coNTiNvous GRAoE BaSSn A-4 Autumn Place
sta. 10+45 Rt.
Q = 0.33 cfs
5 ° 0.0080 ftfft
Z = 54
d = 0.10
w = 496
grate w= 2.08 W.S.D.O.T. Type 2 Grats
°Ivw - 42
°JflQ = 77 From Figure 15 vf Guidelines
Q divert. = 0.25 cfs
Q excess = 0.08 cft
fNLAND F'ACIFIC ENGINEERIIVG
r
. ~ ' RECEIvEL~'~,~"-,,,•`
~
Submit#al Checklist AUG 10 999
~ fvr Raad & Drainage Prvjects in Spokafle County - Platsl YEKW-0Uh
Thas Submrttal C'hecklrsr is dea be cornpdeted and srgraed by the Sponsor's Engineer, and rncluded wrlh each plan
Submittdl inta the Spokane County F.ngineers Office. If this form rs not fiidly crrmpleterl and signed, do not
ste6mi# plans and ecrlcarlafiians 1a Spokcane County far review and acceptunce. Incornplete submaitals will he
returned and will caxrse unnecessary delays frar your claent.
Project Nanne. N 4fju rn r~ f) I t1 f9-
5pokane County Praject No $ E ` 1%~ I " ~ % Uate: ~ . ~
PrQje~t Engineer~ ~hI ~ nA 'l1' 4 C►t s cCn~t ne~ r iY14 ~
Phane. S% `~~qo
Project Sponsor• ~ w►+~v~ 1~~~ ~ ~►n~ Cohjr+kC T±4h Phone. . Q 2- 1 ` ~ ; ~ 7
A. Preliminary F'racess
PriQr to 5ubmittal of Raad and Drainage Plans, the fallawarag everats are to haae aPready Qecurrcd
(By checkrng each rtem vjf slrown below, yvu are sradrng 1hatyou huve veraed these eventslitems haue been compleled )
Adoption of a Hearing Exam.iner's Report for this long p1at, or aPIauiing Report far thus short plat ~
~kAt least one Pre-Design Meeting has been heId with County staff at the Engineers f]ffice
~ „'An "Agreement to Pay Fees" has been signed by the project spansor, and subrrutted to tlze County
Englneers Office
~ AChannelization Plan (c.g sigrung and striping plan) of public roadway improvernents, has been
coordinated and discussed with the County £ngineers [:Uffice
B. Road and Drainage Plan Submittal
T`he items listed below are ts7 be prvrrided as a minimum with a road arzd drainage plan submittal. Addittonal
informatian may be required to demcsnstraie that the plans meet all applicable standards.
(BY checkirrg "yes" far erxch rtem shown kelow, ,yau are vertfying thrxt fhese ilems havve bgen campfeled and are rncduded
in thFs sr►bmrttal For crray box cfrecked "rfla", a wrrtterr'ustifacataon oj arry oinissions nt the end of lhis sectron is
requared.)
Item Deset-iption
x yes Raad and drairtage ptans, two pnnt sets {Certification s#atement on cover af plans}
❑ yes X rila One set of plans crn 24" x 35" mylar nzedia., or CAU electronic file D4VG or.DXF farrnat
)0 yes Each Plan Sheet af reeard is sigved and dated by the pmject sponsor. WT 5,4,,~ fit sA-1;-t
X yes The road and drairsage desigcn meets the requirements of State law, WAC 156-27 regarding
ccCAF1fC1'FCIIlty W1th acCepte['~ StaT1d3Fd5"y t1c3t IS, t}!e de51gn i~flects the "5tate [7f the pT1GtlCP."
for the proposed cancept.
yes vTte plans, Daainage Regort, basm map(s), annd auy ather calcutatians are stamped, signed
and dated by an engineer licensed zn the State of VVashin€;tvn.
9 yes Q nla Drainage Report, twwo sets. To include. basin map(s), tinne of cancentratian rQUtes ui basin
tnap, and Cerkificatiom statement on cvver of report aradbasizi map. b_7 ?L0°"'e-
C] yes X nIa /Geatechnica! Repprt, one set (Tnckude aIl soil test pitlboring 1ogs )
W yes C] nla -'Structural PaVement Galculat;ons, one set
K yes 11 nla Cross-slQpe grade calculations for road widening prvjects.
t'
Item Description
❑ yes jB( n/a Mamtenance Manual and Sinking Fund calculations for drainage facilities located outside of
County road right-of-way.
0 yes 9 n/a Written explanation of who/what entity will be responsible for maintaining drainage facilities
w}vch are located outside of public road right-of-way, and that the plan is acceptable to the
County Engineers Office. N~=-t~p - /z4, FtUA L rcm; Aac oi.uz~ 0C a(j+l
Z yes 0 n/a Channelization Plan, or signing and striping information provided in the road plans. To be
included in road and drainage plan set.
X yes 0 n/a I have read the Hearing Examiner's Report (long plat), or Planning Dept. Findings and
Conditions (short plat), for this project. The design meets the conditions in the report.
0 ycs N n/a Copy of Approved Design Deviations.
0 yes 04 n/a Fire District Approval, for private roads.
~ yes N n/a Lot Plans. Required for any lots with drainage easements and which front a public road, or
for lots which receive and treat runoff from a public right-of-way. ~(`•A- Jti"a§D
0 yes CQ n/a Any applicabfe State and Federal permits have been obtained. (i.e. HPA, JARPA, etc.). For
Permits with conditions, a copy of the permit and conditions are included in the plan
submittal.
R yes ❑ n/a ✓Inspection Agreement benveen the sponsor and its engineer.
❑ yes 9 n/a Aor off-site easements to be granted to Spokane County, the followmg items shall be
included: legal description, exhibit, and proof of ownership.
0 yes 19 n/a Erosion Control Plan, required for "Major Land-Disturbing Activity." To be mcluded in the
road and drainage plan set. 'TC, k%p 44 DG ru
Explanation for any items listed above which are not included in this submittal:
6ZVYQ►hinq ►~e.Ms u; 11 )h e sub►.•,; ~~el uD r)h re.v,e.w b-4 Couh+v JqQ
•
N'l-W ~ II `rL @.W.Q.~ /tLL iTCw~~ ~"7 L~~{ ~f~i-l tT~11,
(Note. an insufficient jusUfication of why an item was not included in the submitted, or mcomplete documents, may result
)
in the submittal being returned without review or without acceptance. Provide attachments if necessary
By signing below, the engineer is stating that the ►nformation provided in the submittal is complete, that the
information provided in the Submiltal Checklist is accurate, and the plans and calculations are in accordance with
the Spokane County Standards for Road & Sewer Construction, and the Guidelines for Stormwater
Management, except where an approved Design Deviation allows otherwise.
Engineer's Signature. I~v d) DatP:
Engineer'sName: Qr~n L. W ~r~1~~er
(please print)
If there are any queshons about this form or appropriate proced:ires, please call Development Services,
Spokane County Publ►c Works, at (509) 456-3600.
For Spokane County Use Only .
Submittal No: ~ County Plan Reviewer: PA12M
. i.
❑ Accepted in for Review or Construction
x Returned to the engineer without review &a&breeeapG-ac,erSee attached letter of explanation.
Processing Date. ~AvV,(VF
Submittal Checklist 2
i Spokane County Public Works; April 29, 1998
~
7
~ RECEE1/ED
INLAND PACIFIC ENGINEERING, INC. AUG i t 1999
707 W. 7th Ave., Suite 200, Spokane, WA 99204 (509) 458-6840 Fax: (509) 458-MKAtvt CuUivi r EP7GINEER
TO:
O(A1n ,~y%,
• ~ ~ ~ ~ ~ DATE~:
~ F ` s' • ~ ~ s c',~..! E ~ M'1.
,rn~"'~~~~~~1~41~~~ ~,.YT~ ~ .Fhrl ~~bU,y~~r,~~~„
ATTENTION: PRO'JE~
~ 1 r
• i„diil~.~'~~4~
Description
0 Xerox Prints 0 Copy of Letter ED
ED Original Drawing 0 Contract Documents ~
= Work Authorization = Report 0
No. Copies Descript ~on
\ \f \~-'J ~ Q.~J o►'~ YY~-~v~~~ r ~>r~~ ~ r S~ ~ ln
PurpOSe
~ Information Review & Comments ~ Per Your Request
0 Written Approval Signature & Return 0
Remarks
Signed:
cc:
v D\7RNSMTPMS
TN Ae 1- am~,I
9~1 13032zo3n1' r...m n.~,an~ ~ B~ 0.VFPnlF
rj
.,a pEDICQTION iaaaes , ~ w n~ ,s..:1,".
n~ MNOW AL4 MEN 9Y TNESE PNESENTS, In TAA.f Iq;
cl KanM1elh J Tuqver ene SAGrcn M TYOPe1 M1V4Pend ond rifr, Aarr tau.v0 1v Ee I ~ s rts A, e~ r TrGC; 142
+~~~?+~Splotl~d IMUf9le,hlocks,Yndetra}Im me Iprq 1AOwryhefeon of'CflPIG 5u9614151ON'nne deserloeA 91 felier~ I I-----~--------~-_.-,-...-_-__
~.i.. ~ I~M1 iiapp •~r"~~
Troit Isa ~ varp, Erceol Ine NwV9 Inere¢I n&eellen 23 Tarn.AlD 27 Nwlh. RGnae 44 F VN M y I i ~•i~~ ! W~ avENUE a , r x~~ ~
Y~,~ NG monlhanenq4qlgcped d-lllnq rlrruNre "Cil Gep{¢c.denorcp one fnG mr, nell enp lal bt IunAa wbaEridad fcrmv Wrpeic ef ~ ~ ~ r•q--'~on~5 ~ ~'~~~~p
~f6edSN ~t'.- G~alin9 oaai~lanal I.T. orodmirp r~rlw~rt fdmm o revw~ I • ° •,o~a W
P1d~ 1Q Tna platldr Aoes hmoy dfdleef~ imere~ fqe .oAem neaeen ler pu9qe reee purpeeri ~ ~ ~ p f '
~Ais ~ A pvede w!erIe ~pslem pCCIpIG910 10 C6~nltl 9rE 5I011 MtGlln 6uIMNIIA, w~ Ct 6f8qIEAtl. •ffR Ireirlduul «rrlGe pravinee 10 Fpp J 25 is e I ~ i
- 9aCn lof p~la~ {alf ~ y 8
Lv! 9 Bke&;, Lof 6 9a[k2 pnA Lol P Ble[M 2 af sAcen nneen me axaieolep le 3peFOne 6ounlry' 09 OeM1ElCI Coun}T YFQPSrtT i
Ic he aednd foi rood purpeffitm Spiprsf 01 c~h tirty 0s 5 iull rldiry Iiphf of na{~ IC Ihr nonh or 001t p deded er eeeleeEed I ~ p~ Hµ ; . ~ ~y
A Pipo IOOI eeaem[rtl Is provlAtld Qh Iha Ic}f Gf IAUrn antl iACll Gt u116 4vr ulllilp DurBdoA! I' I ^ b v~ ~ iSf~ I
I
p a i p
~ d ~ ~ °G9 QQ a p I
IN WITHE$5 WNEREOF rl h0V1 hlilounie no! ar nOnE unE a~~i-a 6Vr etliClpl cael IAfm tA E0g at neAtM jg}3
Fk 2
~ o W
m ~ j ixs' ' ec.Le w"
Ma-iiA d TNCpo1 Snar6~ u T.ppor ~ I
.4faP' ~ ~I
O
i ~ 6 e ^ a
~:d aGl
~ I . , i:a
ei 9 ° w
6~ueP q~~~,i ~ li -
I I l~~~i'[~4 ~i].1~ Y '`l tl I
.11f
ACkNOwLEOGMENT a'
VI4N AYFNUE a ~
5
a9~a~iC 5~+se ~ ~ I G
n n .
~
ST0.I( QF W0.yWNGTOM} q 0
GA4NPY QF $P9KAME ~ - i ' .ry. • . " ~ ~ ~~5 F 1
pn IRis ( aoy of r'P 4• 1973 uefe- e personullq apoeered Kmne1A J Tup0e1 GnE 4Aalan M Stlp01[,
nys ponE anE wI rp, am tnf Indiriaunlr Inor ~aesuled !M dlnln anE faraQOlnp Ind,umenl ana acwllogieaps v via ln~Vymenl Po n ~va° 2
Oi II~Ht ~~11 OAd nONMO~y Ocl ORC tlenA for 1A. u.n ond pur0ofvl Aerain IA1nI~tlh.Q F ~ ' p y 4
' y n n j
IN WiTNE53 WXqAC9F, I nnre n~rwnb se1 mp nand end oi(nrd my stlisi0l ifai IM Cuy und qePr ilvn eeme urltten 1
I~ ' ~ I a y 4
IO
My eeMmikoitloim O.p.- Helery Pobfie m eMlor Ihe Saotr oi Wo~Mnptarv ~.m ~ W
Fadainq ol - ,'Na~A1n0= ~ a &LRCN I~ ~ y s
n J"
a •
I
e
~u`rnu~i~lai e.mizl Asaash.~.------ ] un 6 ~
ENGdNEER'S CERTIFICATE ~-i ' i:. ud i
u io 5 e ~ t = I~ ,
x n
i. [mrtn E sqT~ o ikm..a raql Enyia.er cne Leb 5urrepor, nrrsy, cerurr inm mia vlar nytrmm n true capv ot int etmmh zEk L 7
mE +~vip mode ey m., nne flnr Im eernsn g~ ~nenummli nw. him u1
f 45~~ [VfNI ~I d ~ M19
f
cr-i ~
k
~.F GvwMN i I'I.` 111
qeo~9 4roor------• rr__ 1 r =y `
LAQrtlel E $Imp60A ~ i ~ I ~ ~ SY~ni~ ' _""do__ '__i0a96__ f `_"•M41t._.... I ms
I
PlolemYGnmEIpIMtt6n6LYM$ulvlr6F xB9'~f50'M' µ YoS~Y' j 4
Av@NIIF
. X09'~9 ]0 W ~
rt x
e ~0 6p~4 fi mn~ -
' Wa Be~~ Mn
. xrx~. fss~.Gr+4 TAFCT IBT v
' cauNrv aFFicials
~ LEGENQ •
I Ixrmy eenlh Nor r1u repulrce leaee m me nere{n ¢lenee lone Mue eeen peN inh~~dvy ol~' fSad-1, I973 p, Mon 9 S91nrts Feuna
~m..~ .-a B~~a. P ~ . a. Men s ce'ms.. sei FINAL PLAT
8ao-huM coinir rrww.ei a~wEy~ UZ~ -Supolrl.ion Boundoig
~ • ' /.❑p [~I Ip /~h'
F-amxeA an eppa.ea mh~-°^^' acr ni M'~° ,973 ~ + a,
Saose ~ r1 n~u w Ae~u~r ~vRF4~V JIAp~IV~S~l11Y
~m~nea ora wprana im,~~a~ or" ~wra
SpeEene Lwnlq EMpn.s" LATIYVUC+ 0.ND OCPGRTUxE9
ea~e ~a ow~o..a m.~acr oi-'+~ isn ~s%+,,~B'~ ~n~?a~ `o°°" y"" A SUBOIVISION ~}F p ROR7IDN OF 7RAC7 I64 OF VERA,
s eokom cnn; q wohnk~p commreswn [ndrmao naaix o19arss ~ax~el I I !
Eemdnm mna ocavrea mn ftp d dars A„i s av's~'~i ~ I u~ vl I il +za vl !
I ~is5~l 6I I o~d IN THE SE Il4 OF S'E 1/4 DF SECTION 23, T 25 N, R.44 E.WM
S~an. ewnry Cammiidan~rr tndrmon
' 1975 ~o ~.~mo wS~..,.,vti.cr 60965~8Y[ sPOKar~~ cau~rr. was~iNC~ran~
$peRpne Ceunfy Nedln Oirlrkl HeollA 611fcv xe2'.510'w I at1t~ q e01 ~ I e.'a+d
lur.L. k aso~e'l e-v-il +4L+1e.s721 6.&74 ~'IARCH 1973 CLARENCE E S4MPSOH3 ENGINEERS
mF~zAC.sr. I aoa ~ aca ~ SCALE !"950' $POKdWE, wASHINGTOPI
A PLAT OF,
fiF.➢1CATf41V
arMwrFarw~Ms~eMrMe! /r.,wrhwl/w...~rm~M~.erf.,r:~n.v3rrw
ao-rvxw.pw.ed~w.. ~»rla~uiJeR... .id~..R.~P ~Mw
il.E17' ~OTT'z ADDIi _ ~.,tliwm.fi,Wv,hwPe[yrdae.6,~w^~WrowMd•mr-wmf~nr.bv«~w[~y
/'~'}ION r r~• W'w~wA»wub~w+~v~~'F~WW.p9r.~3ibrtHMMV9..•,fmrhsni~w~im
Mr ea a n.n.. w a..e. a rM[wr' Rwrye,I...Mf~sw!! Ae.N+ !n• f! 1: F•i-
4e n r...~ x. a~rr. n Fr e.a~. r,., n d~ ra.n ~rr •nrr.e,wlrw'lsra.wHxax.r
/w Ar+ Wa ~e [a.• G s%.^ W AL. dwen Rr ry..wi ~....x (..vw.v~3+.wra-rc F wrw
c.m a F..,a s a a.~..~...e n•..n+rR. v.r...~w. ax., c„ a a i.., uw.~a aw
Section 23, Townsh:p 25 North, Renge44 E.WI4! m -.wn- c.
~u•r sr 0.n &'rp~cr .!b w,a.ui hm 5~w..n. 3~Fer Ra a. on.~,.x li:, n4. e.
x hW. a.'v d Rr h...r~ 14.. Aa~ nm eL1.. F.-c .fi. CY R~nraAH nNS W kl Farw
~ 6~:s~..r Awmrn Gwr.n I.rc n~~wr R.w +M1w..R.~,n. ~F Gm~ Wii 9.4~ w. h+r hw i~
n,. mrow.n... ~.r.
e~ r..aw«. ~.-r a,a a.n.. ~5. w s.., m a~~..a.~,a,M A~~ n.
n' M- b rrwr~ J~r w.w+ {Wrv Arwn b Mp.~v /vr 9rex., IW..Ke ilxr w/-~ rq,~
Mn~n si F A~.a~ 0 fhv~~.. pAma hf~r ~~n~ ar~wt i fu~» w kv~ !JO ~eN
w rhxr„G: ~rsyRx~v F~Yxm 6„~Rna I+nv~ra
4[n te[ 1~ ~~uprfiy ~tr ~y e! IaEhi 1 u ~IY irtaqa Alueul fp~f
b~.....
~~Imn~akiAxb lNef-~n wL••°0.°'p~H~~...~ . d~
pSAxlPMhnh {I~•L!~'W /ftli! .Ec&,umAn
~ - th - - . _ • --E
AYENUE ACIfA'aWLF,DCEMENTS
a.ar~ - a«rs I 4,"~;„,..a,,.,h~.vwwry,3nr«.re~,rw~r,.~.,anr...aerrra....~~a...x.r
I ~ j aa.+.uv,~r.w~sa.sHwr~~s.a,mwn.a•«.urf.,vnrwrHr~nn
:y o Y...r,a.a.am~R.ry+nbawwcrna.w•.w.~~ar.d,a,.M+~~..Jui•~~,.y
y - ~•-u.+nW
"~y a~,i~~.a..wa-rwaawarwm+en..rs.,e.r,~,an,r a~ran~ra....mu
/b ~r /.~-er re ~+w 9r AKa... xnorwr~ ,ea p..r~irn f.a un Sswa /ml+w b 6m ~n~ F.~~rr~
'8 en.~e~r,..«..s.,... •a J .,..E.....m~n,wr.a.,.wn~.,~.n•..Nyw.Fwna.r..w.wx.q e•...r„~,..w,.c'~r
~ •a.~rm~.~~nR.~... r: ~ a,.,y_n,
aw•su~ue ~~s~s'".
4410 ~ • F~n'a~~F-rw F', h-v._._`__
~ ni~ !oa !¢m do~ k~w 9ew illW w~. ~ F+~aLW smw~.~. Myn a~.rs n.~x~n F W/.y.. a~ w+~•ww A'rcrvrr enAx .w.
W~rn ias R.n~..~ rm•wvr W R~.ra~pn f~ ~s s.ra rw 1w A 1s R.r
~ k. {r A+i R~ W A. ~e M+n~s 'wmm ~4~rw Y x. i.a~~ n d•~p FH~ C +y-
~
K y B J. ; 0 5 c K
4 ~ p ~ s y I i'~ C4nl"f~n6i~ ^~{~&Nx~i~~ vA+a~w~•^'4~`~•,, R9r..tisHU~l~~w.+Yal.~y~
0 r ~ 7 ~ 6 ~ .5 ~ 4 t 3' 2
k. A,m Gn a.1Aa Wnr.~,w~ /e. G tliri •nwn 'a.nr ,4nwn~ 4v a M~..h.ra
~ ~ 9 i 1 `wn < ~ ' r-..,y~hM~.r.crrvvw.m•nwranrxrartr.r~nrwa....rcA.arwn.~w.~,.
~ 6~ 'anar aeu ea,p,~f~' ra.o ~R ~ri ~ar+s~ p: . ~I ~..,.h.ra.,,
,I t ~ ~ u e n' COUNTY E1VCflVEEA ~
5"' A4'EI\UF.
I rllan
~ ~ ~ ~ !OF! jl !1!f ~ la16 l511 . •T ~ a,w,,,..~..,,.
^ ~ • ' Mh~~~ ~n:~`~~~~~ COUNTY ALANNI3YC DEP7'. DdRF.C710R ~
~•~~J ! r ua« • d ~.wzan..~., LaL~Ab.a_ld.'_ ~n h
'E F m . , ari~rr iex.• l:, e. ~
3 y 6 COUNTY TREAS[IRER
~
$ j, K S 2 scaleiPSO ~°;`,:~i.~, .
I ..w .rm ,tt•e i0~°l3 ~ } sw~,.r ~..u.~
4~arnr
.itEP ~rrra ~.3 COUNTY A15$E$$(lR f
~~+•aa.•~e . ron waa' w~~ rv~s' , 2~4.n arro ~ o-e.m c:,g~...,~ c~1z~7. rr~7~tCt (((yyy~~I p p
I ~dliM a
yIa.A~~ ~f twW fsx~~~n
I'~ ~ " ~ k fi 6vr.m
Ir • ' XI~;I COUA°TY fIEALTFd DISTRICT
• r~ c w..awy.
I Ma~l9~r~ f.w.teN~vmmWgH.G,6.N••.4 -
PS
CDU"%"TY COJfRflS&IONF,RS
I L ~Jer~---_17 ____ei/!! ~ m •fer. • q.~a~irG.~.Hawn.rrMre4r~ef.w..a..
I 1-h RYENUE °mrr as«R.wt aur.txnmw.'.n# r:
~ - - _ ` _ • . + ~Wm~'1G..fi..w
.!r•~f~~r.~ ~ nro~a ,v,van.rw-
e wwdwl6.~,~krMa R1~neta.,Mrcnr.e1 }.NMa.h✓r~mYJ C .e•tinri
i.-o•~rvR.. ~-a~waa,e~ ~ .v:rra..~.ax.w
Cwa SURVF,YQR^SCERTfFfCIITF
~re ~+ewm F•+ f:w.,+.w T4r~nz...a_wa+ 1 y~;~:/ww~_/ Fnv.rx. twv L.~m. w W sni a
!u°;•d"~••:••d's Aa,2rr•,A.fwrf~w~lmryRr~ip~.~Akn~i ~ l~d~fw^41'
r~ .~r..a.- 4n-..ri da~ w A~mr«i. b r.~ r. .Gw.,~ •n G 4 ' J f~~~'
C+rru tu Omn'vM,+Af ~re0. [ f ~
k'
cr,UuTr uTIe,rTrFs nrsecTon
$enske Cr Asaaclnles, Pnr.
ze.SJ!
AClCNqWL EDGEbIF.Iv'T
A PLAP OF= 7Pn¢r~In.~~~'
AibAN!w.~rfwnnN~..uhrlKLUrwiW~rSLtI Rs,+nwMMakeNT Mvl,mm~FrrdavAnlew-wbN~n
bAw,(!~kfMJrr~,RtWA,h/ Mr~WhrnlMr.wuy,MWNnM1+ YM+~~,4wdwaeNa•+IaM ~
&o C ~}C df%IJAY ~rre ~ ~j ~ 1 ~,y~ ~ J~~J~ ` xd 5'""'i"i•'~~
ACKNf}WLE➢GEMENT ~ - ~Yl!~ 'I.aJ~[7lJu'~~L.~JU 'LJ~~V JLIL~ • ~
m w~o ro; ~~+•n-t,. ~ 14 w,-, a+.mea q rw..Y r+w• xr w r.w H rrw........e. m~ra. m r„ c.w.. w r~....~ w.w~.r ..°~J
c aa.... f u
. wsrew+vn.~.,..a+c.uawn~eWF r~E':es ~ezr s~u+w~.. p.i.dn7.m~r:r..~r ,r ~J
,~MiwS fin~wv4•rn~,.(q~hq.prx~aJrak~rrre~aANFr~~~A ~~tR~~w9Grnm'Sw"____ hrh[bn~f
C, 8th AyENUE w ~p~~M J DEDICATION
~ r r.w ei rrrrtr r.rumruw ur y,ww~c.e.r+ va sw.n„me~7w.~,a~rd~re.~,,;,~,is.~~r
~ aartiit•r nr~.er wynr io-w+x~r~.n~w,ns+u~uur.r..:~~r wa.~~xe..,i.ww.r~~,ewar.a.~.wr.rr~.eae~Re~rye
- 7 ~e ~e.~, G~rrt R.m S.nin, Rer Mm+ d Nei,.. !S, R-rfnn ryµ~~„ fi.q~ f(erer a~zy m~~.N~~e Xt~ar~.wl4
- . . - - f~ ~¢wru.wrrre Hr~~ren w 5 wr Caary, I~nwvnu I(nrf Pxm~~.i.y Aueirre R~ k.~v I.+fnrY ~ a h.ar,46
.r~~ r~ ~+i a n.r Ri y ~r Aar w..ra, n~wne d r-a a r rr e1 rren, r,r raehn
Mria P~~ [qer's pe~w~ M F.~ A~rnwe A~~ re 0, r.y- ~ µf~![ npo4/, R~ MrM ✓r«~e aur~n, Fw M~rc cLlk[
r HJJf ~~1 f[ilS ~I RwrpWe/wRiimfx~eRwvx,~.,,m,Rnkwatk~rvLmwmlwhxnArfimiYnSxLtrrnrbl Cw°m69r•m
FiPanfGV4uniiMalefinfv~4nkfmflpfu~Lwbinlf•avy~lMirnrv,Re:newSr~w.wPa~evM.wP f
Mwn 6 dw ~an s~w~ Mr 4 k~~n War.zr 0 xpr Sw~' ~n~ l~ru Ce wrnn lmr q nnx ~6r./a~~ AxwXw~
kwx Fwsnm~mmwl~O~nl~/nl uF/+~+•i~'d[+w.wyFbAaqrca.e.mwS~umdd...r~,nxr~W
M1iJ z f~: ~ MF'[wxwxk" , , Rfne.rpA~~arMLinr.mal 9ar[d~,wAamn'hdm✓i~~/wlne+awCS~ia~1
1 , ~ ~ ; Lr~r,vnfewrwn,wrr~i[w~rba.vrw,9mn4nnRS~uk,p.c..w~xn.~6w~nta~.ewmweiwnrr•rnM~M
• ~e¢e~~ AwiMlr~/eriwwwJdrS~wwaAnbe,f ,~41u9w~Kw+.W~G~~afi.~e~M! ~dCryswr
, v !as•a,w twwqS~~tMmvrr.~„n/hrvrM,/mhwOr4ania~fw~xter3~w[NlArRr~AAwr.rNm~m•pq~mw
l eeawJw.n.nwM.SnwRrrn./.e3~,na+qravw,He.r.. ...~f~.&a.r,uta~.rw.cw«Tc..,.aJ..m.o
~ ~a~.,,~•w ~ ` I~ M."~.a':M...
d fr,~wnn kmwp ai•mMw A[..x~Mr~Me~y~(~!I
. ~'aaep~ ,~R~,raw.~.~m~,~ .,a ~,w2 . ~f'•f
Z r.wu. rr..cr~.~ P~ V ~ lrcx.wr ~j
e smm ove n m re~. g ~
~'~-J? .m•ir~~~'F~ ~q rYQn~,
4 (r, b' rnu manr wre~.~ ~rr Scete[ 1:4U .y
~ r} ~ nCxNOwi~:ncFnrFNr v
rli oio ~iw~3n-✓ a~.qe., L' I ee~.;'"f.. s..~,
f ar, nr
~ I I ; ~ ACKNDWLEaGEh1ENT
~ rs i~ I e I m rn ~l m
l k , C C y A, ti... w. p r e..~ h ~ i < m r m~ i✓ a n F~ 4 6 x w; a q a y..~. i R w w~~. v. M w f r ~ w m e R v M~ w R. m
yrr~w
A" ~ / I i f 5n~ r~.r,7t arr n+~~7e
r ~ - ~
~ ~~o ~ ~ ~ q ' ACANQ~VLF,DGFMF.I~TT ~
z 4a Q N~~ I~ u' ° rmu~~.ro.L
ct: ° wwn.~"a.,:...1...,~,,,md.~eMCww~.e,~.~w~w.xn.y ,ur,e~a•.nwr....ee.~a...Nw.uw.v r.e~..,,
I6~ a ~o A ¢
~ ~ • ~s ~ a ~ w
r
17IhAVE.
G ~ i I z COUNTY ENGTIITEE~ ~
3
COUNTY PLANNING CDMMLSSIQPJ
r t b p
P-.,, A.,, R-,,.. H, d44 oa
a F+ ~ ir N M~ G..~,{ ~ U
t !ni 11td i L.• ~ ^ r.ar niee ~1 a M L_ Y ~ Q ~Y•Y
d ? ,~~1 zz ;~i a COUNTY TREASURER V
rI] V Onwr 4.~i~~w a~e Fn Yrw N! a!Ui
2
m yUri COUNTY ASSESSOIt
~ ` j...n.. ,r- T.rm'e r.,, .3e w. a
w R 0 T E 5 ' 6 ~mct~
!'-_._II ~ • rea.~ n~mwie..e
~ • r~~~c•R~N~~~~~*' COUNTY HEALTH dPFICER
~ 1w~~1v SfWIn
o j 9 0 n 1 I x I~ b~7 ~ e s n-.a F.W„n e..ruu rm 5 n!! y,. w~^ n~e (q
' ~ ~~MK~~' !5 i! ~ Rra~l~ ~ dna' p II e I~~•w 6nua~~v eirvM ~ I' F`f
t ~[y hen 9
courrTY coMmrssronrExs
f.~... J ~ ~ ' ~ •~'r
d ae~
_ Nloe l6~t I
4 , .
MaoC ' I 7111 Nn Wri tr- Iwa xr.vt~ e.~pyy [mf~ r.~xriinrren A ~ h
/AVFNUE • / 5[JIiVEYORS CERTIF`1CATE
1~2th," J .~d~>>r,w ~••fa;.,
y..a~.~r« ee h'r.=.+7 A ~ +e...i r.. + anno a nnw ~ er. nao r..e s.+.~rw ~+r.r Snrcm
.~e M wr ~ r e~ p R r~m~,...
I r,~ a r.~ •r•~., o,~... a, n.:,~n aw ~
ii•~.
I fi . t7 C F 7_ ~ 3 1_ CK 3~ ien (T•,
s`' ~ f) I 1; I~ E~ f~! f[~~Scnske ~ Afesgai, fnc.
~y~~