PE-1788 STORMWATER DRAINAGE REPORT
, •
STORMWATER DRAINAGE REPORT
833N19N3 :l f.~ ~'J~ ~r.,:I for
9661 6 ifrn(' . Final Plat
' Adams Court ~
a a
- 12th 8► Adams
in the SW 1/4 of Section 23. T. 25 N., R. 44 E.W.M.
Spokane County, Washington OFFICIqL pUgLIC DpcUMENT
SPOKqNE COUNTY ENGrNEER's OFFICE
ORLO NA
PROJECT #
~
-
SUBMITTqL # ~ .
RETURN Tp COUNTY ENGlNEE
. May 14, 1996 R
RECEIVED
MAY 16 ~gg6
Report Prepared By: SPOKANE COUNiY ENGINEEA
Simpson Engineers, Inc.
IVorth 909 Argonne Road
Spokane, WA99212
PflOJCCT NO. 13220
P"Z-..
of
~ ~
TAB LE O F CO NTEI11T5 5
9967
O~'QFC1~~E0 C~~ Drainege Basin Data S► "208" Pond Volume Calculations NAL~~' ?
,
9-1
~
Retional Formula Hydrology & 8owstring Calculations EXPIRES 9
. Curb Opening Celculataons
S.C.S. Soifs Map and Descriptions
Stormwater Drsinege Report for Adams Court 5/ 14/98
Simpson Engineers, Inc.
Drainage3\calcs\ 13220
c : • ~ ~.r~
I
; 13 ZZo
~ ~ .
E
,
--1'~rxa ~ ~fl.__Y-.~rnYJrsC~.r~__._._____._.~..----- -•.---•--------__r.________._.____.____...__e~.---
c7.r_~p4.C~-• T_•-~L----- • - ,-J_ ` ..____.1l! I.~_._~Lr~.S.._.__
'
1
t
° . ~
~._4-Q...~:..
_ • . ~5-0 a
~
~ .~..r..__._..._~.r.._~~.._.-- ---_-.••---------•~._.r ~ ~ _~~3 -
~_~--__~Qar~'.r.~,~__.__~_ .~.~._~0 __T_~_Z/_~1~-~.~.._`~_.__--~..----------------------•----~_.____~.4Qf~_~l
4-o /cl
ZA,_~ ~3
~ ~ • ~ ~
;
- ~
- ~
r~
~.0.- ~~~_v_L~~ ~ -
-F-t`
c fZ ~
rw-
- ~ ~ - 2- 4- 0 ~ ~ . • ~ J~a ~
~ ~ ~ .
- ` ~ ~ ~
~ , , y g
Si ,
~ 6~ ~ _
. ~ % ~ ~~z ~ • S I ~ ~ ~ 4 g04- S~ = 9.37
S 3
RATIONAL FORMULA HYDRvLOGY
, . .
.
DATE = 5/ 8/ 9b DES I GNER = C S I rIFSON BAS I N 1 2TH F,VENUE
FROJECT NAME = ADAMS COUF:T
DESCF I F'T I ON = STORM DF,A I NAGE
SUbAREA 1=. 13 ACFEa SUBAFC-A 1 r'UNt]FF COEFF I C I EtVT = .9
TOTAL AFEA =.13 ACFES COMF'USITE hUIVUFF COEFFICIEN7 =.9
OVEFLAND FLOW VALUES
Ct = 20- 0-l5 L = 20
-
N .016
S - ,.G1
CHANNEL FLOW VALUES
L = 280 '11 = 40
Z2 _ . 178 N = .016
B =
5 - .01
TD = .115 - COMF'UTED VALUES
DUR = 43.61
I1o _ .76
010 - .09
QA - .:6 f
BOWSTRIlVG CALCULA7IUNS
DATE _5/8/96 DESIGNEF = C SIMFSUIV &ASIN 12 TH AV
F'ROJECT NAME = HDAMS CvURT AESCRIF'TION = STOFM DRAINAGE •
t t Intensity Odev. Vin Vout 5torage
(min. ) (sec. ) (in. thr. ) (c.f.s. ) (cu. ft. ) (cu. ft. ) (cu. ft. )
5. C) :Uty 3.18 .37 1 50 90 60 .
10. U 600 2.24 .26 184 1 BO 4
15.0 90U 1.77 .21 2C)c7 270 -62
20.0 1200 1.45 .17 221 360 -13:69 25. 0
1 5(.- C) 1.21 .14 . 22 7 450 -?2-3
30.0 I 8Uo 1.04 . 1? 27.1 540 - a09
35.0 2 1o0 .91 .11 234 630 . -a96
40.0 2404 . 82 .10 240 . 720 -480
45.0 27oO .74 .09 243 810 --567
50.0 3000 .68 .08 247 • 900 -653
55.0 3300 .64 . 07 25; yyU -73~
6C). 0 3600 .61 .07 264 1080 -816
65.0 390C) .60 .07 279 117(1 -891
70.0 4200 .58 .07 ~92 1260 -96B
75.0 4500 .56 .06 299 1350 - 1051 .
60. O 4800 .53 .06 304 1440 -11 3b
85. C) 5100 .52 .06 31: 1530 -1217
90.0 54a(.l .50 .06 1620 -1 298
95. o 57c?G .49. . fyb 3-.3. 3 171 U -1 37 7
100. 0 6000 .48 .06 ' 3- 4::~ 1800 -1457
THE MAXIMUM STOFAGE IS 59.56812 CU. FT.
~K The t i me of concentr at i on i s 5 mi nut es.
S. a -~`~w l Z±~ A ~e • ,
1"he Undevel opPrJ + 1 ow out i s .3 c. f. s. n
• • I • .
RATIVNAL FORMULA HYDROLOGY .
DATE =5/8/96 DESIGNER ~ C SIMF'SON HASIN JOYCE LANE
F'ROJECT NAME = ADAMS COURT
DESCRIPTION = STOFM DFAxNHGE
SUbAFEA 1=.55 ACFES SUBAREA 1 FUhJQFF CqEFFICIENT =.9.
5UbAFEH 2=.9 ACfiES SUBAREA 2 FUNOFF COEFFICIENT =.15
TOTAL AFEA = 1.45 ACRES COMFVSITE FUNOFF COEFFICIENT =.43448275B621
OVERLAND FLOW VALUES
Ct = .15
L - 40
,
N = .4
S = .04
.
CHANNEL FLOW VALUES l. = 330 . Z1 = 40
Z? = 3
N = .016
S - .01 TD = .205
COMFUTED VALUES '
DUFc = 5.87
I10 2.9B
010 - 1. 88 --•a
QA - 1.83
r ,
H04JSTRING CALCULATIONS
DATE = 5/6/96 DESIGNER = C SIMPSON BASIN JOYGE LA
PROJECT NAME = ADAMS COURT
DESCRIPTION = STORM DRAINAGE
• t t Intensi ty Odev. Vi n Vout Storage
(min. ) (sec. )(in./hr. ) tc.f.s.> (cu. ft. ) (cu. ft. ) (cu. ft. )
5.0 300 3.18 2.00 (305 3%0 L) 505
5.9 ~K 352 2.98 1. 8Q 885 JJt'. .c.J..tiJ
1t). U 600 2.24 1.41 1016 600 416
15.0 900 1.77 1.12 1137 900 X237
20.0 1200 1. 45 , .91 1205 1200 5
25.0 1500 1.21. .76 1235 1500 -265
30.0 18oo 1. C14 .66 1258 1800 -542 35.0 2100 .91 .57 1273 2100 -827
40. 0 2400 . 8? . 52 1'00-% 2400 --1 098
45.0 2700 .74 .47 1: 1 5 2700 -1 385
5 0.0 7,000 .68 • .43 13%36 3000 -1664
55.0 ~300 .64 .40 ' 1 379 3300 -1921
60.0 3600 .61 . .38 1429 -3600 -2171
65.0 Z 3N 900 . 60 .37 1507 :71900 -2393-
70. 0 4200 . 58 .3-7 1578 42CIQ -2622
75.0 4500 . J6 : .?J 1615 4500 -.i 6BJ
80.0 4800 .53 , .7113- 1643 48CIO -3- 157
85.0 5100 .52 .32 1694 5100 -3406
90.0 5400 .50 . Z-7.2 173-9 5400 -3661
95.0 5700 .49 .31 1797 5700 -3903
100.0 6000 .48 .30 1651 6040 -4149
THE MAXIMUM STORAGE IS 533.1797477302 CU. FT.
_
~K The t i me o-f concentrat i on i s 5.865059 mi nutes.
The Undevel oped f 1 ow out i s 1 c. f. s.
TEN YEA(' STORM CALC
RATIONAL FOFMULA HYDFOLCIGY
DATE _5/10/96 - DESIGhJER = C SIMFSON BASIN CURB CUT 2+00
PROJECT NAME = ADAMS COUFT
DESCRIPTION = 12TH AVE INTO FOND
rUPAREA 1=.043 ACRES SUPAREA 1 RUNOFF COEFFICIENT =.9
TOTAL AREA =.043 ACFES COMFOSITE RUNOFF COEFFICIENT =.9
OVERLAND FLOW VALUES Ct = .15
L = 20 ,
N = .016
S = .02
CHANNEL FLOW VALUES
L 95
Z 1 = . 178 "
.
Z2 = 20
N = .016 •
B - O
S. _ .006
T D . . 1 1 .
COMPUTED VALUES DUR - 5.00
I1o - 3.18 Q10 - lt
QA - .12 •
FATIOIVAL FQFMULA HYDROLOGY
DATE = 5/10/96 DESIGNEF = C SIMPSON BASIN 12TH CURb CUT 2+90
F'ROJECT NAME = ADAMS COURT
DESCRIFTION = 12TH AVE INTn POND SUbAREA 1=.07 ACFES SUBAREA 1RUNOFF CvtFFICIEIVT =.9
TOTAL AREA =-.Q7 ACRES ; COMROSITE RUNOFF COEFFICYENT =.9 ,
OVERLAND FLOW VALUES . ~
Ct = .15
.
L = 20
N = .016
' .
S = .02
. CHANNEL FLOW VALUES
;
. L = 155 '
Z1 = .178
Z2 = 40
N - .016 :
B = 0
S = .013
; - - - -
T D = . 088'
COMPUTED VAL.UES ~ .
DUFt ' 5.00
I10 = 3.18 ' 010 = .20
e. QA - .20 ~ .
: . ~
!
~
-(~~-;~~Z- • - ~ r~t~--p~ -.L--.._..,a. bv-•vv~l p--~-.,;~,-ry ~ - ~
s ~ C-v7~''~ iT-L"~.
• 00 .O r J. /
T ~
W
- ~~u ►-~p~~--~ ~-----'C~, ~
r--,oJ)
. Q-M, `ID _ -P .
Qb.+ e- , . j ' J
~~o ~ • ~ _ S
T ~
~
. ,
~,~~u~ 1c~ ~ _ L -~s() ;
o ~
~ ~ c~ • i ~ ' ~ ' ~
i ~ ' .~soz • ~ 97p
.,a C4,r-l Tr~-~J
L7F-
s
: aT'~ ~ + - z - n ~ ~ ow-\,j-L~J ~d-Ozl-~ "
~ ~ _
161011 S u".p v
. . . .
. ~
!
' ~ YY,
I
It ~ ,r~ \ _ ~ • -
' r.~- - - 'r-.~. - ~ ~ ~ , . • ` - '
'1
' ~ ~ y` r _ " " ^ ••2 ~,,G4-j
jlf_ ° ~ ~..,,...r_►_+'-~_' .
' ~ ~ ~ ~ ' - , r. - ~ r' _ ` ~ •
l ' ~ ~ ° I¢ _ _ • " - , , " ~~r
~ } ~ ~ . . • ~ ' ~ 1 ~ ~ ~ ~'r • ' ' . . , ~ ' - .
f
~
. . ~ U ,~„~,,,_t~.•,. ~ ~~,s,,_._ _ . .r.-
• ~.....-~2 ~ 1_._.~-~ _ - _
1`~ ~'r'."'~~ ' J_.,...~-- - " ~ • • , _
..r/ - . p .r-^ ~.+-"~i°`..~
~ ~ • _ • ~~~r ~ ~ ~
' ~ . r~"."~ , " ~ • • ^ s, " . ^"'`'r' a
.
. .r~~„ 1-"" ^ `r-~ ~ - I ..r-~"'~"'" ~ , "
• t . W - ~ _ - _
_ . . _ -
~
~ _.-.•t"...--~ . ~ r, _ _ . -
! - Yy,.r ~ .
~ ° ~ ~ - "~l_.
Y ~ • ' w s--~--^"....,-- ° ^ ..1 ~ _
- • _ - ~ ~ y , ' - _
. ' ~ ` J! ' ' • ' ~
~ „ - - j _ _ - " ~ - - •r
.~.r~""" . ' - ~ , ~...r^."'''.~r~rr•~+M""^ ~.r
~ _ . _yr✓~~ . M
. , . ~ . ~ .~w~~„~,,..~,.,.R ~~r,~+-~'
r y~.r" , , " •
, ' ` `~~„~,,......."'r~~~-+•s"'-~ . Y-'- _ - • ~ ,...r~'.~►'^'~.~•~
Y- i'~.~v ~ f J-'r~'^ • _r ..+i ° . .....r'~ ~ ....r~'" ~..r'~~"' ^ ~ ~
..r~^
_ . ' '.~.r~ • •
• i . .r ~ .
JOllls J~`'L7i1ri~~iC 'vv`vJ~ ~ i~ 1i1}~..~iYiii~A i'L' ti - •`t~G 1
( shee► 67) •►r iviciK gk,.
R. 44 E. I R. 45 E l
. ~ ; ~ e • : ~ ' p ffwl .
~ ~ ~ • ~ ~ . ~ . . , ~ ~ , ' ~p
•~~r , 1 r ~G. ~ ~~.'~f ~ ' L' r~ ; T' ~ 3.j~: W.,. 2. ~ , ~ ~f • (
~1V ~i. .,,Y. f1
~ V t 1~ ~1
i~ .t ~ ~ f~y r. j} " y • l.+. Sli • ~ , , ~
~ , ~ ir`~"'~'t~~' ko ~
' r~ t ~ yrtt ~ i i o~~' `±~I,•thif }i•t' i~ ' r, k r
~ ~ ~ t ~ ~ ~ :w: !~~t ~ 1 r r'~.' yt ~ ~ f ~ S\
.:.L2 ~ e J.~ :1 t j`.:~;`~ t,,_e~. ' ~ . . ' , , , a
r.4:~-'. '+r A. '
4
a
-,GentraJ yallvy ,~t
'f.i; Y. ]~'•~?•t.~ 5 ~ ~
i y , 7~' i i ~ ~ .~L/~ h 14} r!,; ~ ~~~~Q~ a~•r f ; ~ ` ~7~17Q~~' ~ , .
~ 1 r '~+S r ~ ~~k~~ ~nd•S tS"t; ~ 4•f: ~~~iG.'1, y~ S~ '
s W ~ N~ 1 R ~ •'V~~:4r~ ' , `1~ i .S~14 ;t,(.3~~1 ~ ~~.:i . i' • ~ ~
,.~i y • ~f ~ Y ' ~ ' J ~ •~.1:•''L• - a1,,1)"N' 1~+:
1'.~Ci , 1~ ~ ~ ~ . r ~ J •~~`y ` ~r~ ~ N ~ ~ 1
► .a , .~~{4-,•. , t"J~~~~~. ~N'•• F~~g
~ } ~ ~ M1 ~ `'~:y,• ~ t' ~ ~ ~ ~S ~t, ~.+5~~'. ~Sh~~: r r, 'iSf~i
~ ~ ~ : < , ~ ~ ~ a . ~ ~ ~ ~ 1
~ S ' ! 1~ ~,~i-~• 'tiy`A: ~f ~.fr t:~ r: r ~rt•' ~~!,i•~~~ If 1'~ 11~7.,~~ 1 r ~!f
~l~ 'i¢ 8 t 'e';;E1~ ''P`~'•~~-r~~ ~ Y•~r~ .~•~`r.a~~'f ~ 'd?~~~c~~1~~ ;H''~^ ~ z t
,~`~t~ • -1", ~r: ~ n~~?~ '~q,~,1~:~+;:t{1~i ' 5 f ,
j l ..j~~ ~'+ti`'~•1 1 ri.,~.1'f'i ~he r r
i•1~ ~?~il • V _ly,~t►~= f ;~y 4~ ~c ~t'~r ~`..'~~vtl~/•~~y!~~.) f
,9~_ _ 1P( ~i ,J ;F ~~~~,4~i'i'^"~.,.~ ~i,~,~r`
f, ~Ylt .~,1,N 'y -.~1~~` t -s,tt~~rl,,~.i'i.•;ii~~:~'~~wr;~'••~ ~ ~ :e
~!i f Z;. .4►~~ .f~, i ~1',~~i-',.:;~ ' ~ ?x. 1! L' t'i' i ; ; I,' ~
, fi ` i i''p~a~ i.~: . n , !Z.'
4g ~~`s~; z ~ /i'~ ~~Y f~j~ r~ ; • •~~',~t, fi ri'. , ; ' '
~'t~ ~ . ~Y' I~ 1 ~ r w, ' ~ *i ~'.':n:j ;n.. , ~u i~'.';t r• .~R"•c ~P
~'.~'~}'t`e~~ • !~1''13 ~'~j'~rh~~~~~T f j~' (.ii.r~ ~ `r~{ z'!'~t,~.a•',:t'~~~,.~~{1"•~~ ~ ~il 1
.iTf~
,L~ ~ ~.i~~j}~r~t,'~G~+~.1~~;i.~}~~~~~~~~^~~J, ~1' i~u~~•'' '•4k~ ~~~al.~,Y~~~~/ .r ~e ~--e, , f~~p v
n~rt' ~ + ,d'~ ti:~~~~.'R'' i *''~~p ~
^9!i~r`~~~~"~i5'°,,~:~i„~~.~,~'~}:J;»„ 4;y:~;~~`i~ ly~ , t+f.? r ~
~•~t~ ~ ~4 ' ~•,~;,1'~~?;~ • ~~~~~i.ft ~Z~'~, I~r ~t ,
n ~ 2~ ~~"!r i~~ ~ .i,'ir: t,)~},t,~ 't^ , `15~~,,~701, ' ~~yl~r~*~,~t 1~ .Z~, , • ~ f t
' ,~r~~~r>•'y ~ ' ~ru~'; r r'F ~~~YG~:v ` •
~ li'.:d~ : . %f r• , ~ , ~'+11 ~1 b, ~'f i; M 'S` ~ J~; dy,~;{ i;, ' . ~ ~ : ~
~'K"~,~-'
"Ai~
~ ~ ~'4P~ ~ Q• Z'
~ I~,i J~~'~t ~ y ~ v:~• , ~ Y , s !
I y~ ( ^t ~ i., ,A~ i'""~ , ~ , ~ ~ .~~v, C't~ N
~ y ~ s r~ ~i 1.•+ t t•
u.~ i~ ~f~ • f i~ .!1 t~~~ .~;'ti j~! ! ~n•f' ;r~t I . ~ ; .,~'s~ ~ ~ -
: • .i ~ ~ ~ , ; ~ i ~
i~"~ ~ ~r,.. ~ ''E'~ ~Cu9, ~ l~
1 • ~ tf; s ~ ~j~5,.. ~ n af ~'-rr:5. ~ .:t,Al ~ ~ ..f i t. ~ " ~ / ~ ~ i
I '~i; ~ ~ ~•I+h ~ ~ r a,s,. .t a
~ ~~~1u~ ~ e ~J`, ti , ~
I I' `7 ~ ~ . i " s S ii •
~ MaM t'1 ~ I ~f.~~~~ N te' i~~ j' / ~
.,t ! i. y~,; _7~i~• ' r~:'~'' ; 1'1 a ~ ~ 1
1 i41 , i~,'~ ' ~ ~r•~~~ ,v ~ . , `
~ g_,~~ ~ t ~`p'~ ♦ ~ -T.W'i~ ~ .hSl ~ "
i ~~iTa 'is ~dN} {{'ij~j5',R. ~ . ~ •t ~''~ni,Mf a' ~ ~
~ ~
i~ ?►S ~~►~t,R.i'. t ~ ~.Y ,p t1 1 tl..:~'~ ~'i~, t ~ ~ r~~, •
S ~ ,5.,~, ~ ! • +fi' Y• + ,
"ir t. ~"_fi ~ • ~ ~ . ~w ~ +'W~'~'~ ~ ~f;fa ~ `/a
•~1 ~~r1 ~ ~~:4, i,;,.t • r . i' ~
' t ~~F ~qT~. ~t U ~h ~c;a•1,}~' ;t ; ~ ~Si r ~
~'0~1 !``'~~~,~~j~t~i ' `~'~i~ hi . 'r.• j j% 1 ~°~'fA~+~ ~F;" , tu ~ ~
yJ~! ~a4 ~r;pT- - -T
! i ~,i j' yl: ~r ~P• ~ I r~.' ~ P~i,• i w,,~ ~ i~~~ ; a i
,'t~ ~ ~ .~`f ~C~M
GHAy I~~~'•t " c• t~j~ r ^~1 ` ~tl~,.
~ ~ ~ lr.r • .}i, r •;i~~Qf2~'I}~ t r. jiFr~« d,.'' • ~ ~
~044 j •~'tl}~;~~~~~}< ~t• uy!~'~~~-'~f.~~yyy1. ~:i. ~ s~~+ ` ' h' ~ > j/4~ i 14
. .0 :,~;.T4t•~I~* .~;~t,-~r~,..uc•L3~'~ ScC ~.~A~~ . , .x y ~ _ •(yv y~~.`~ } ~ 1~ ;t~,+i~7:~.~.; ° ~
i~i ~'.j ~'!r ~:H j,ti ! '1~~~{(, • .;;I ~ V tt-~ d f.~s i.l{rI•. ~ :'':i~t~ ~
~ ~ . 4~ • .ij . . i ~ ~f1~4 • : ~l -}r .i) ~ ,
►l►~A 4C~'~~> :.:±1 ~i , .'{i - s ,l.~,ti~y~i~• . ,p,:~,r,~~t'p ~ ,7 ~'n"~1jiC:'7
e. A~ •i' ~~~'c ~f a ~ '~t; ~rL ~4l~ P t47 tj}.' ~ *'1.
~'y► rQ,; Iat.~N~~~u li~ "i,d f~~;.d iy`y+ .1S .,l ~ ~t ~ ..j..'~f 1~~:;i e~•r:,+:
/ } . ' )!j ~ j'~• 5
. G'~f ii~ ~ ~ .1 11 x ~ . ~ i • 1~~8' ~ ~t~ •~i;`•
~ ,~t. • ~r ~ss , ~ ' ~ ~ ~j ~ , : ~~~~i ~tT.
,T-yp'~
• ~ ~1 ~1 ~ ~ pr,~ . I' ~ ' t.}y ' ~h~i=
, . . • . . .I~d~l' . v'lr•h-~•
(JWfli fh86t 8.s~ ' 8110 ~ + • .r i
. . , _
74 SOIL SURVLY
T~IJLE G.-13rief clescripliuits of sails ancl thrij
Classificaciou
Deptli
11Inp Soil l►ainc llescc•iption of soil und site IPU111
syuibol surfuce
Uall A tcature
Iri.
DsC. Draboon stoi►y nilc lonin, 0 to 30 pcrccut Siinilur to 1)ruboou ailt louin, 0 to 30 pcrcent
• slupcs. ylUpes, eYCel,t tli.tt N►c burfuce luycr is stouy.
DsD Drugoon stony silt loaiii, 30 to 55 pcr-
cenL slopes.
DvD Dr:lgoon very rocky complex, 20 to 55 1)ragoou purt siinilur to llraboaii silt loain, 0 to
percei►L slopes. :30 percent slupes, e.~epc chae aenci► to becl-
ruck r:unges froiu lU tu 2U iticl►Lts. ltuck oui-
ci•up iucluded iii I,ltis complca.
.Ek6 L'loikn silt loaiu, U to 20 pcrccnt slupcs. I AIediuu►-tuxturccl, weII-Jc:►iuccl soil foruicd froni U to 24 Silt loani
: gluciul tilt coiitui►►iiig u larbc iiuwuiit uf vol-
cuuic :tsl► iu tl►c surfuce l:►yer; uudcrl:►in by 24 to 44 Cravelly loatn-------
bravel ut dupth of 30 w UU iucl►ea; occupics 44 to 53 Vcry gruveUy 3and}•
' uudulittiub, iuuruiiivlikc: tupubr:►phy. . louili.
53 to 60 Cruvcl_____________
EIC Lloik:ti very sta►y silt loum, 0 to 30 per- Similur to l:loiku Silc lu:uii, U tu'30 perce►it slopcs,
cclit alupxs. cxccpt tliut tlicy urc %•cry Slwiy lliroughuut.
EtD ]::luiku very atony silt lonin, 30 to 55
liercwn1, nlopes.
Em l:mdeut silt loam. A[ediwn-textured, soincwhut poorly druiucd, 0 to 21i S:lt loum___________
ulkuliiie suil toruicd iu ulluviuu-I ftoni culeur-
. caua bilt, volciu►ic :wh, uud diutuuitt;; deptt► °_G to 41 Very fiue sandy
to wulc:r lublu tluctuutes frum ncuc tlic surfuce IJUttI.
w,rbuut G fuui. 41 to l;U Suudy clay loam_
FaB Frcemun silt louul, 5 to 20 pcrccu4 Vcry dccp, niodcrulcly wc:ll clritiucd 11plauc1 soils U to 23 Silt louui_
• slopea. ~~~itli inccliuuY-LexLurcd siirfucc la}~cr iuld n►ccli-
FaB3 Freeuiuu silt loiun, 5 to 20 pcreent uu► ur tuuclcrutcly fiue texturcd sutsoil; furuied ?2 to 72 Silty clay loeiw______
; blopes, sc:vercly croded. fruni silt oI► rullil►6 tu l,illy upliu►cLi.
FaC3 Frccintu► silt luutn, '_>U to 30 pcrccnt
, slopw, sevcrely eraded.
~ Fm rreih wuter marsh. Shnllow, swurn~iutcru~ittcut }jaids .►nd •
' friiigcs urou►► lukcs tlutt h:►ve n ifuctuating
' watu• tatl►lc. lsngiuccriug dutu is itut biveu,
. us luud type is wo vuriuble.
~ GaC3 Curfield silt•y cluy louuti, U tn 30 perceut 1'ery clee~~, wilf-clruinecl soil devcioptd in loes3 U to !i ailty cluy laam------
~ slupea, se~•ercly eroded.' ui► ricl6clops iuia ktiuus oii llie colliub to hilly b to'~3 5ilty eluy
; uplancas in t,lkc Puluuse auil 23 lo t;0 Silty clay louui_____.
GgA C:►rrison gravclly loum, 0 to 5 pcrcciit Gruve11y, ineclium-Icxturccl, Son,cwlic►t exces- 0 to 15 GravcUy laain_______
~ slopes. sivuly druiued soils foruicJ i►► bruvelly blachd 13 tu 44 Vcry 6raveUy loum_.
, GgB Currison gruvelly loam, 5 to 20 perecut uutwusli mulerial froin u vfu•iety of ucid, 44 to GU Sund, gravcl, und
~ siopcs. ibuwus parcnt ruc6; ui► ucurly Ic:vc:l to iuoLl- cubblestoues.
• eratc:ly nlupiub tw•r:accs; depth to niixturc of
s,►ncl, gravc:l, :uicl robUkacoitcs r►►ubcs froir►
2; W 5 feCt.
Grn6 ~ t . . i. ~..iy r:►vclly lo:~i~a, U to ."irn• . 'c~rr' r~a.. v.I l urn, -x~c:}it~'tl►ut tl"a NO el~lj lo~,n
s.
GnB Currisuii very stony lo:un, 0 to 20 Siuiilur to Currisuu bruvelly lu:uu, cscept that
percent slopes. the sw•fucu luycr is vcry stouy.
GpA Clenrosc silt loatn, 0 to 5 pcrcent slupes: Ycry deep, mcdiwii-texturecl, ivell-druined soils 0 tu 72 Silt loniii
' Gp6 Gleiiroac silt luan►, 5 to 20 pcrcent slopc:s. foriiicd [roin uci(l igiwous blacial till; surfwcc
GpC Cleuroae silt luuui, 20 to 30 percetit luyc:r inllueucccl b,y Ioe,s till(I VUICAl11C AsI1; on
alopcs. beutiy rullinb to alcup upluudy.
GpD Glcnrose xilt luun►, 30 to 55 Prrceut
slopcs.
Adams Co-urt
~
. z- -
_ . _ - oc ,
rr.
< ti{ ; ; ~ -
r.j
; u Iw
CINI;
~ ~ • R ~ J -
cc' .
< + . , - 5 PRA~C~UE
aove / y • ~ _ .;r ~ .
Q ~ . . • ' ' ,'4'~t'_
~ - - • ,E .aAL~
..t No 2312 -t t .
~ J .
_ a . ~ - - - ~ - 2 ~ ■ .
- r wl !f ~j ~
!0 v
~
• - e AVE,,~,, .oa Patothi
• ~ N ~
• • iea..~ -qo:
. -a - ~ .
d 1 ~-TM ~ 6-r N r•~E z .
Y~f1/" 7 4' 6~' • ` ~sy :
•pi3t.t'p{::~r aj
-0 6T~ ~ . . . . ` ~ r.' • . . ~'~U'
urt
~r ,p~q c~ .
Rd.do 7T►{ . ; „ • ~ „ ~ i,;; ::z,
v,~ Tr ass~ .,.r.+,,, - • ~ ; ` a • . , ; .
~ • ,
:.i'~._• - 'i.
IGH~'f+ i►vE ~ ~:l~=:%•
:i.
! • u , • r • -y ~ { • •
3 '
X ss-+
~ ,a-~• .
j ' ~ ~ tITH ~
a T ! ~ t 1 T?; A1
_ ~ d TN •
'C P. ~
~ W u~i
04
. . ;:r
T F T h( ~ a u z
- : 12 TH
. ~ •r ~ isTw 13 T u~ ~ a
14 TFi ~
U TNl t ~ ►►~r.••
a' 'aa' ~ T E N T N ~ TH g ~ b•
T N
g rN ~ar+-O
p ~ SiX T E E N T H
~ q ,~FGREEl1 ~ ^Y
. j JR. H1GH :•s4:~ ~ ~ ? `X ~ ~ E
. 7 O • a ~ 7 ~
tD I ? ,pt~' 1? T •
cr ~
r-y t ~ ~ r QP • .-r ~ ' .
~ _ ~ 03
4 2 ~ U ~~R
.~tcz ssraVE 0 th 21 ys ►~i.- .
A,' 3 2 ~ ,
x'
' ~t `''~'r~, • 'LZr.d G. . ,~.'ti
~
2--S ¢0 .
~ Q Aa . ?ND Avi ~
'i)wa J2' t' : f
23 rd `
~
. _ _ . _ . f 1
~ .~z-4- - r.,...... _~1 G
~ li ~ r ~ 1
I . ~ ti ~
~
IiV~ I~~IN~~RPC~RATCu ~~~~~-ro~~ T~~~ ~Q~JNTY ~
~POI~AN~, V'~IA~HlNGTC~N ~
• F~und a~ ir,di~:~~erP ~~ll~~~~ ~f f'or~~~t~~ a{ !~#ti~~:~ ib~ TI31y rr~~~ coirer,tly r~~~es~nt5 a
~is ~~~r t;tie Plt~~ of Vt~r•~~ ~~~~J~;y rrracie ~y me or und~r my
a Set 112- ret~ar ,rv~tf~ y~:l~aw a~, ir~ Vo~t~rn~ clsr~ct~on in conforn~anc~ with ~he piasti~ cap star~~ed ~1~I~SfiAI, Pac~e 3D,c.►~ P13~`51r1 recau~rer~7er~ts c~f the suraey recordinc~
L. S. ~ 5 T4 ~ fN~~ c~~'Fi~e of f~e Auditor- ac t in ~f., 19~ at t he r~que~t
. n~' Spo6c~n~,Ca~nt~, 1'V~s~7. of I_~r r~r Cr~i~rie ,
~ - . . ~ _ ~ , • ~ ~ - - - ~ ~ - ~
f ~ ~ r,~j~'~~+r Sr~l?: 1 :
~ R p ~a
.
~-cv~~~~~~~r ~a,a~ _ ~
q~ N.'1~';N /3iT.~~ ~ .I
CO • - -•v-°.~ ~
' ~ c ~ W t, ,Utl~£ Tr+ /4 yz ~
i s f~ - c~l~.:l~~ ' -T- - - - 69~~ ~f " . ~ n~ 4 ~ ~ ~ 'S i
i ~ ~ ~ F
' ~ ~ ~
y* i ~ ,
~ ~ ~ ~~1 • a~ , ~ w ~ ~ ~ ' •
, ~4¢ w ~ ti
~ ~ • ~ r
m ~ " c on , +o 4 _ ~
~ ~ I ~ ~ r 4 ~ ~ ~
I ~ a fll C7'OEs'L7Z"W /~~f.7v ~ ~ w t}
hw w! ~ ' ~+i~i.k~$ 6~1~:81: .._~V M . ~ r . - - . _ ~ ~ ~ ~ ~ - - , - - - ~ - - ~
t~ ~ f , ~ ~ - P ~ ~
~ ~fF ~ ~ ~ TlU4°C72~C~5"W~ C+~T,f'9 l~~ f ' hF]
F„ _ _ . ~ b ~ r~4- { ~n~11~Q Eld - - -~20~0~ l ~C~l; ~l T- 9 ~ ~
~ ~ _ ~ ~ ~ ~ n r~ p h~ ~ ` f I ~ J ~~5~ w . I ~ ~
AJ C}"C76'01' ►Y ~+/v. ~T ~ ~'1 ti~ yd.aB qp.~a ' ~ G9, 9T ~ ~ ~ ~
~1 ~ r n ~ ~ , r~ ~'ti ~ ~
~ ~ f;:~r'~ s~ ~ ~
W ' fV a` ~ r pW,s"~ Fy ~ b W +p ~ 6~ w'~h ~ w tr. ' I y~
'1 a w ti f , #
~ ~ ~ ~ ~ .b ~ ~ ~ ~ ~ e ~ ~ 9 ~ ~ M ~^i.' W ~ h n ti ~ ~ . ~ ~ ~
~ „ ~ ~ O
,v 47" 00'~?3-W ~.71~.aa ~4 IY f ' t- ~ jf . ~ ~ _ , ' 4`
~ ~ l/~ `~•PO ~ PQ.Cs~7 9~.~ C i~ W : rty,~,` ~ ~ ~ ~ . ~ f f ~ ' ' .
. l f I ! ` ' ; ~ ~ ~ ~ ru I~ I ' r `5~ ~n~ ~ d5"•'r*
* p1 " _ ~ 4 ~ ~ . 6 . T G~ ! . ~ -i'p r~ ' f9
~ * ti 1~ u ~ ~~•',n 1 f~ c- ti a jy a~ ~ 7 ~ n o w ~A ~ ~ y~`
~G ~u • TM • ~ ~ • ~ f0~ r. :i} ~ ~ ' ~ 9~, `D 1~ 9 ~ tA ~ I ~ 1 I hWp`5 a ~~L • ~ a .
~ . ~~4s ~ 'h e i. ~ ~ 4
i ~ . h! ~ ti~p~~ . ~y , I i ~ i 0 ~
iS ~ ~ i J ~l , ~y q ~ ~ a ~ ~0.4~ ~ fI{700 T{7.CJ,i a_ ~f ~ y ~j .
r~ b• mM ,~J. "~,~Y.~4 'n. ,VO°~~'u3~ ~2:~,nD 25t~-~5 6. ~ ~ t~~ ~n ~
h' ~ ~ ~ ~ .UCI° OP"~3'W 4 ~ /28s 2/ ` i ~ ~ ~ - - - - - - -
~ ~ rp 4~ ~ ,~V O'' L~~~ m S' W~~ S WQ
- - T ~ _ OA 11,~5 C?A D , _ . . - ~
~ ~
I ~ Rr~par~~ in ihe 0}3iCee ~f
4 SF.N$KE 8 MASGAi. PS, ~ ~
a- - ~
I ~
. A
s
_ i - - - -
~
i ' ' _ . .,.~::.a_.=.~ ' - '1' .Y~~ . . ..i _ ~cF~ i';A~✓ ~:.r,. ,...--__'"''v-at . , ' .i3 ~.'~w.~ - ,ti•.+•~! r . .f - _ a^ ~i~7.'~ .1~..,°}.~
0
t ,C
250 PACE JOO
fiIOHT OF WAY DEED
. ~
IN TIIF AtATTER uf the ..............AUAMS ROAD .........................\o.......1.~~..6.2................
KNOW A[.L N1L'N BY TNESE PRGSCNTS, That...... RuBe011..J.....Ade.u~~
and...... Eve]_,y,t!..L.,,Adame his ~~~ife, of the County o( tirokane.
in the State of Washington, in consideration oI the benefitg and other• valuable cansiclerations, and the .um
~f..One and tto/100-...-...-..-...-.........................."........- Dollars, paid..thaR.......by the County u( Spukaiic,
the rcceipt whcreof is hercby acknowledged, have granted, bargainecl, soid and convcyed, and by thesr
~ presents do grant, barga+n, sell and convey unto said Srokane County, the following descriUrd parccl of lanfl,
situated in Spokane County, in the State of Washington, to-w•it :
A_~:t14 -c~L1aud i. ith I isu:..,:-rai4l
• . a- lier. within .d
ioei ' ........~1ai--i}iossof~
~~s Bein~ the Baat ten (10) feet of the
, ,,,of_.Block_. ane„hundred. eixtx,-one,,,(161),.of Vera~..nccordin~,..to. Pl
.
Eaa .t. ~ . ...hal(F~,
thereof on file in the Office of the County Auditor of Spokane County, Washington.
~
Located in southwee.t..~luarter...(SW~).?
of Section.....23...., Township...~S........ North. Range.....44....., C.W..N1.
TO HAVC AND TO HOLD the samt, unto the said•Spokane County tor the purposes uf a puhlic roa(i
forcver. -
In witness whereof........ !.'T ...........have hereunto set..O.ur .....................han(P... and seal..athis....2~h..............
day of........----•lrebl'u:!!r:y 19..76....
7~, ~~[:[~f.:fe~.~X~(.. ......~~'~~•'^:a.G•''.71.~r(Sc a 1)
• ' X....(.~.. . .....~~~e~.~.J~.'...~.-.--x.r.~:.....(Scal)
(NOTE: If msrrled, muet be el6ned by botD husDand and w1ts.) , , . , .
. 1
ie tQ ass ~..,.c,.s~~~ , ~ ,~r.r / -T•- Gc..._..s:y~-..~~-'1 , cL.~[:'..:- . r..
7e_i/. 9 -Z / - s+ 7 7
G '
. .0 ~ 100, 120 Ave., and Mhrren 12d. #1562
, ~ . .
~
I ~ . •
X ~
0=9M27~ ~~tf,
~F. 261 ~ 627
FILEO OR RECORDEO - '
STATU'PORY WARRAYIY DHED REnUEST OZ:ounCy
MaRingineer
TtF CRANTOR Russell J. Adame and Evelyn L. Ademe, hia vife 9 3 03 PH 'ls
VC-RxO►t w,01fLANO AvOITOR
SPOKANE COUNT, ~W}
~
~
for and in consider+~tion of One and nn/100..... .......(81/00) Doll.ars' OEPUTY 7~J~ ~
eq. Courthouse
in hand paid, coaveys and warrants to SPOKANB COUNTY, STATB OP WASItIN~ xxx
_,r'itat
LITir fattowtng ~ iL_J u_at eatate, ef►ual@d Lw t4* CQY = AF qpnXANF
Kaihinatons Those portion• of the Bast•Htlf (Hk)'of tract 161 according to the plat
of Vera Irrigated Lartd filed ia Volum* "0" of pag• 30 of plat@, cecorde of Spokane County
Wat hington deecribod in parcel• a• follo++a: .
Parcel 1 The north fifty (SO) feet, excapt east ten (10) feet*the:eoi';
Parcel 2 The west tvanty fiv* (25) feet, except that portion within Parcel 1
hereinabove desertbed of said 8ast Half (Bh);
Parcel 3 The south ten (10) feet, except thn aast ten (10) feet, also except
that portion vithin Parcel 2 herelaabove denccibrd of said 8ast Half
Parcel 4 A•pandrel •haped parcel of land lying vithin said Eeit Nalf (E and
being bovaded ON THB NORTH bq tha •outh lint of Psrcel 1 hereinabove
describad and being bounded; ON TRB EAST bq the west iina of the east
ten (10) faet of said triet 161 and being bounded; 0N Y'KB SOUTHiLST
_ by a curv concave soutlnwstarly and having a radius of taenty (20)
feet, being tangeat to said southerly and weeterly lines.
Parcel S~ Aspandrol •haped parcel of land lying wiehin said East Aalf (Bh)
and beiag bounded ON TNS NORTR bp the •outh lins of Parcel 1 hereinabove -
daacribed"~and being Dounded; •Oll '1HB WBS? by the aast lie►e of Parcel 2
hereinabove deacribad and being bounded Oti TlE SOUTNBA9T by a curva
~concave •ovtheasterly and hsving a radiu• of twenty (20) feet, being
tengent to said •autherly aed •asterlq lines;
; Parcel 6 A spandral shapsd parcel oi land lying vithin said Bast Half (E%)
and being bounded ON Ti18 SO1TiH by the north lins of Parcel 3 herein-
+ above dsscribed and bsiag bounded; ON TtiE MEST by•.tlu east line of Parcel
2 hereinabove,discribed and beiag bounded; ON THB NORTNPJI3T bq a curve
~ ~ -concave,northiasterly•and having a radius of twenty (20) feet, being
. • tangent to said aortherly 'and "easterly lift'eo. ~
, , `'r , • ~ "
Parcel 7,. A spandril shapid;parcel•of laiid lying witbin said Eaat Half (E%) and ;
, ,being bounded,ON ZHE 'SOUTR by,.the nerth lias of Parcel 3 hcraicubove
. . • ~ deteribad •and,.being, bounded;,.ON ?HE BAST by, the weet line of tha east
~ • ~ ton (10) fset ot -said .tract 161 aad being bounded; ON TEM NORTEfi~1HST by a .
,turve-coacavs-nortln+esterty~ aad having a radiw of twenty (20) feet being
tangeat to 'said' i+eeterlq and -northerly ~ liaes: • . ~ . . .
D►TEn ~Is 25th ' • . ~ ~ ~ Dr►Y oF Karch 1976 ~ . . ~ .
, , . . . . ' . .:x. . • f~ , - , ~ • . . . ~ '
~Tt:- : ; • , . • , ~ . , . • • , ~ ' , ~ • • . , ~ .
. . . . _ . . . ~ . • , , ~ , . - , • ' ' . ' ~eal) ' . .
+ ~h ' . , . - - ' ~ ~ ~ ~ ' - , . , . _ , . .
i r~: : '.r ~ i : . • 7' ' ' • + • ' ~ , } :~r; ~ . , .
f ; ; ' , _ . + . ' , . ~ . , . ' + ' ~Y~`: iti •.lj~,i . :
- • . I , t'~ . . . ~ _ ' ~i' , • • I . i~ ;:t'' . ..,j 1••' • ' • . . , ~n~`.' ' .
• i y ' • ~ i - • , " , ' . . t~. ~ v' ~ , 4 , • ' " 9
~ t~ r -
STA?8.OF WASHINCTON- ~ • • ~ - ~ ~ Y~~ ~ ~ . . ~ . . . . . ,t~•
; A ~ t . A~ ' ~ h , I~.~i . r!. ~.a• r 1~/;~~ • . ~ • ' ' ' t ~ • ~ . ~ '1
v. .c~,, . y-~i. ~ • , .,4 ~ ' ~ : ' , ' ~ ' '
~;'y `Covaty -'ot 'Spokana . ; . • : .r . ~ _ ~ . . 'ti ' ~ ~ f, ` • . • • , _ ,
:a.. .~r ,r, A;s~.,1~'. , .J. , ' r:i ty• ' `r'"bS I`~ •1~y1 ~•st:' i ~,M1i'~i
.Z : ~ j'; : •~.K ..r ~~~..'{;a.~:y• . ' ~i y~~~
~~Q'•' i ~ .~•l ~,`.i: jieai .f.: '1
.f: •~t ~7~: ~5~ ic I'~•~ y'!" :i.;4C L.. .:i. , s,t.~•`.,~..~~:r~.•r;~,~••^•t` ♦t-~• ~ ~Z •~i ~
4 day persoaa ~.Zed iVSLOre,-r• ~ ~'Y+:'~7.i;.i::t~; r •i.•,' spr
On;. this ~ lly,~'ippia Ruaaellf J.. ~ Ad~ma'4 :-~~'.`a~ ,A~~# oi• ~ ' y p~`~.
tcwrn-'to be , tlie Andividuii*aad.. vho:,izscuttd;-ttei~~; ,;~ad~ioi~ ag' `•`~~I
' ~ s♦ . . .-~/91 ~ ' , `~M~ . Z•~v
instrussat, abd'uknovlidgedrtlrt th~ ,9i'geiid,tha~ ~'~~~,+t~voluntiry.:
R ~es • a y. r,. . ~ ~ . i '
,~.,..:t i ♦ ~ t ~
5 ~i►,• . in# o~ntiotad;
. r~.~7ut . and deed, tor i.lu';asesy,iiid purpose~ this+
F, _ . w ~ :.I. .~niY:.~;~ " " rn r;T•~r:`1.,,;.`;~'~ ' 't: .~K... _ ~~K,~~ ~ 'L
A _ - 'f~• ~ 'xSr 'L<..~/'•~~~ c..n ".H t;i..~~`~a. ~ ' %`~at. ' V.
4r
' ;E ' ,y' ' ~i~+ 'r~.:.~: ~~"'•~~'r•.g~4: * A~~~, , . ..SL
~ sY. ~•,T. e~:~ttl ~"~-•~S7,s~'i6"."'7`' ~'~%ti•:~'
.t t~~ i c.a
. ; ~ . ~ . _ y?~'•.' r°i . ~ 1. f ~ ~ 1'
~ CIV6l/ uoder -ary►, haa~;.and"ottieiai iial5Fy ; rtbi~~;
~g=. ' ~ . ~ ; L. ~ , . , , . ~v, a . , ::5;~- . .s . S! f,iii• ¢ 7r'~
( ~'5~,~~~ r . 3~ ar ' i~. O':R. '%f.•A' rW•~ f ~1C~f~J ~ ` JS~:r..... :t, e'+..; a!:
, tl r-.a'..:: ~~r~'-.~w.~ ~ ' 1. ~ -;r,-t~ v,L•, •;~~t~ ~~~y~'.~F ' ~ ,f~,'~ N~+ 1 ~
~~~.~iti: ~ J ~.~:.y' ~ :~}.~~J.w'~•,h ~ K~(,~" C•' ~~'M~~~~f~'ir,4
"'e.!a, ~ ~ % ;f • a. , : f. s~~; , ti= " y ~s ~i { 6 q~~ t . v: ;~p °r j, ~.4 ~i ;yi!;~',~~,~'~~aa~ f ~
~"r:' 2 _ . r! ' ~ , . ~ Y„~ • ~ 4, . . ..i r i; ~r`' c ~
~ ~f~}~~``:, , . . ~r, • a~ :''~.:t: .~a',`-,;r.;~v'"' .;~;i. i ,;;l~,i [i • ~ti~r..~~~,~-,;.,,rGs~_' .!?k.~-'~f%ir''~.'~',F.y~
n,~.z , . . . =,r _ , ~ . • ,..•...i,:?E• F - •i
'~.r AY , t . ~ - j,~. ' - r' -r 4~ ti;'=' ~„~Y' :~+f ~ ~ ,~:'~:;x
' OL':.tC~~$CaL!•"~$ O~;s,
' -r,'y •f er : !;~A 3'. ".h%'';~~h.~ ~ 'i.r~. Y'^ T'lt a~.~}'~' rr',-.f b~ ` - • ~ 'lS•
s~.~~ ~ : E ~;tyY'~. t .~"~Y^''.:r~.~'~~±;y d~•'~~ ~ .~S I~~ , ~4 •t•
~ t~ ~r' j~YwC,' } ,,,f
! - ~'sifLA~~'~'t rF:~Eesl •t.
_}:7YL,~-~M:..r.2/i• :r'.. ! :,T _,{.f.%.~~...'~~v :,Sw~~ti•~•~:t'3~ ~ .w. , .~.tSi__~ . . SKt .
° 41. 261 Q~~~ 62$ .
, , . . i .
.
I
~ .
,
,
_
• ' .r~~/LCE~ ~ '
1.•_7}~ ~~itj~ ~i ~~~r0° S; .
~ c
y~
~ LO~t~'~~~ ~ .
. 1S.
114
1a . .
• .t4~~ ~ ,
.cti. . . . 1 ,~M~yj • .
. • . . ,
' ~ , - . , f ~ ~ , ~ .
r> . • ` . . ~7~ ; ~y ~ ~ M '
_ . . ' ' i. . . Y~ . ~ ' • O ~ p
' - . ~ ~ • • . . . . y.~r ~ ~ . : • ' . ~.i .
. , • . . . . - ~ . . r'b ` .
1 . , ' • • o ~I , . , i~ ~ - ! ~ •
+ . ' : . ' ' ; ' ~ ' . . ' . • . . ~
{ ~ . , ; . ' ' ~ ~ . • . ' ~ ~ ~ ~ rTJ~j; , r ~ . , • ' ' , •
~ . . ~ . , , . ~ 3' ~ . . . . . . . : . . . .
. . . , . . . . . . . . . r .
i ~ • ; ~ '1~~: - m'S ' I.., . ' I ~ ~ . ~ ~ •~I , • ~ ;
+{R; . . ~ ' • • . i . . ~ ~f:3R , . , 1 . . . . +,L . . .
. . ' ' • ~ , . ' , ' tr~~ . . , ' - Y . ' ; ~ ' . • . ~ . ' , ,
~ , ~ . ~ . , ` - : " . Et'~'' . ~ . '~::~'r ~~~t~pq~',.. . . . . : ~ , . . •
•/~D•
r~.. . • ' . ' ' _ ~ ' ' ' ' , ' • u .I , 'i , < .
~ . ~ . . . . , ' ~ tC~ ~J ' ~s. . ; ~ •.w• ~~~1M1•`;; ,-r.^.c;';:`n „ . , _ _
. • . , ' ~ 'r~y -a-t '~ii. r, .
° ~ - ~ • ,r;' . ~ i r"•'. ~ ' - ~ .Z' ' '
~ . . ' io • ' ~ , .r~ '~i.;.. ~ ~ : , f S
' ! ~ . . . : ' . . ..o:~. ' ~ 1" ~ : i a: ~ , . ~ 4 ,..if• •
~ ,~t' • . ' • - ' . ' • . ,t .v S'~• F ~ , +y~ r ' 4 ...~~r,~'~ ~~.4~ ~ I'~V.' ,.4 i~ f•:~`.
y . , , _ + 5 a ~ , • j.•~. l' , •'.~.~a
. s 4,~ ~°es"'~. . i ~1,1; ' ' .
, • • ' •'Q' A-~•,.
r1 . • • ' ~~_ia+' ' ' t~ :l' +'t t•:t'6~~' •tr t: ' •p
e-' • . . - ' . . • , • " ~ ; ~ ,r f~•'• , .s , „U
:...~i .a~~
>~i , ~ ` ^ . ' ~t..' _ ' S~~ °iJ.l,"•, i,•a ~,uA't+k.r ~~~Y~'+ 'Si+'ti•]';a•• .~~,~f• ~
- • • , : ' , _ ' ,:'d ~ i~ 'r' `y'i' ~~;~y~ r1.•,;'y'~..'(.,'~ i .t.r+4+4~°!"'~a''k~F`•'~dy~:~,`r~". i: t'ul~~r
~ ;y' - t ~r . • ~ ; . . ~~.=~7'N.,~ ^a"~ ~ ` f~•i~d'.,~'.( . ' ,,,)ri: n,:_~ i ll~'~r~S' ~~~t%~~ ~`i^.. •
y'`,. _ ~~6: ' ! .,1.~.~ ~y~'. 7.. : ;Jr~`.. ,w~ ~•4' y t ~ _ S `~i..,~:'4}.~~,
+r • , ' ' ~ • ` `tZf~ f, .f • .t~~.~~ i.+'r~ ' e~`~,.. ~ ~~~1.'~~,Y~ ~ll,}:v ..u./• ,Jy ~}`kti~
~ ` . ~ ~ . J„ • s • ~ ~•(.sC(% '~-,~i~' . ~ I `'"f'~
' rry, . . , - • ~ . . , ~ • ' . " rtY• •I,r.ySj. _:s'~;1'J~ti"~5.~ .!}7~-j~'.: ~ ':tt.
' ~ ° ' i . . ,1 ' ' • .ti ~ . . . , ,.i i.=, i :Y? . 'i..~ .r,. S , L.. , ri54:~.s::~, • .rf'q'~.
. , ~s . , 1.. . , - .~~.Y , , t,. N f,-~.r>,J~i~Sd~;~;•``'~ti~~p~'r~"^:~~y~
. ' _ , - ~ ~ ~ . . - . , :~,•.t'.,.~'a';'''c'':~~~>;,' ;~.,f•.?~~d}t~~X~,~`,,,~"..~t+X'vy.!'~';~~r~~i'~,r;.: •c
'1,,,~%w'Y
'`h'. . - i• ' a ` ~ % ' , . . '-.FrS :a~•< : iY~,Ry<: 7'4'it+,. 'j ~5~~, t
, • : : y, • i' • ~ ~ a' t • . ~ . Y ' . l, ~ . ~ .L,.' '1l~i~t~~~ 1
.X,S~~, Ri i~~' < ,71 L~ i !
t ' . ' . ' W , •H ~ •i~~ ; v,. '..t~,Ir t~,~%... ~tj'.'~~.'. ,t~r Tt*`!,'eS.~^~ t i~~` ` ~ q;
# 'i • . . - - i . _ ' ~ . - . f. .~i. L , `Y• ~ :y.<~T; ^ • ~bY .'~'a ~N/ ~~..~%'+f~h•~ i .
I1 , . • . { x. ` ,i, ~ ~ ~~r~ r ,~..f ~+.A•,~ • ..2~ kA~i`~;~,~~~ ~i~~~ -
, "_t'...~~jr},~~r~~y'~av"~.'~~•',Y,w '~i' }~~t~~~ ,15 •~.3~~ ~.;J~~~~~~~` x x.
ror+'
~ • - .
3T8WART TITLE 4F 9POKANB
. 818 West Riverside - Lobby
Spokane, Washington 99201
Phone: (509) 747-6426
, Fax: (509) 747-6827
Simpson Engineers
N. 909 Argonne Order No.: SP4-09315
Spokane, Washington 99212 CERTIFICATE FOR FILING
ACtention: Duane Helt PROPOSED PLAT
Your Ref. : Willey/Bates
3HOAT PLAT CERTIFICATS RECqVED
5CHEDULE A A PR 0. 11996
GENTLEMEN: "
Cou* Eagineering
In the matter of the plat submitted for your approva]., this Company has examined the
records of the County Auditor and County Clerk of Spokane County, Washington, and the
records of the Clerk of the United States Courts holding terms in said County, and
from such examination hereby certifies that according to said records the title to the
following described land:
THE EAST HALF OF BLOCtC 161, VBRA, AS PSR PLAT R$CORDED IN VOLVM "O" OF PLATS,
PAGS 30;
ESCEPTING THERS'FROM THE SA9T 10 PEBT A3 CONVEYED TO THE COUNTY OF 9POKANE BY
RIGHT OP PTAY DSED RBCORDED MA.RCH 1, 1976 UNDER AIIDITOR'3 FIL$ NO. 76v03010209;
AL90 EXCEPTINO THSREFROM THE NORTH 320 FBBT; ge so 01\ ~-Fe P
AL80 EXCEPTZNG TH$REFROM THE WB9T 35 FSET OF THS 30UTH 10 FSET AND TH08E PORTIONS
OP THE SOUTH4'P83T AND 30UTH$A3T CORNER3 OF SAID PREMISES CONVSYED TO SPORANE
COUNTY BY DE$D RECOR.DBD MARCH 39, 1976 UNDER AUDITOR'3 FZL$ NO. 7603290271; '
9ITUATE IN THE COUNTY OF 9PORANS, 3TATE OF PTA3HINGTON.
VESTED IN:
ERW,IN„J, ; DqILLSY, as his separate eatate, and JIM4IIS W. BATE3 rand JOYCE BATES,
huaband a.nd wife
EXCEPTIONS: As on Schedule B, attached hereto.
CHARGE: $150.00 '
TAX: $ 12.15 TOTAL CHARGE: $162.15
RECORDS EXAMINED TO: February 13, 1996
STEWART TITLE OF SPOKANE
' n
~1/~ / /~'/_C✓` .~Xl,'/y) ~C1L~~~
Cyn tliia A. S imps on ~'TitXe officer
STEWART TITLE GUARANTY COMPANY
SHORT PLAT CERTIFICATE
9CHSDUL$ 8
Order No.: SPO-09315
GENERAL EXCEPTIONS:
1. Rights or claims of parties in possession-not shown by the public
records. -
2. Public or private easements, or claims of easements, not shown by the
public record.
3. Encroachments, overlaps, boundary line disputes, or other matters
which would be disclosed by an accurate survey or inspection of the
premzses. 4. Any lien, or right to a lien, for services, labor or material
heretofore or hereafter turnished, imposed by law and not shown by
the public records, or liens under the Workmen's Compensation Act not
shown by the public records.
5. Any title or rights asserted by anyone including but not limited to
persons, corporations, governments or other entities, to tide lands,
or lands comprising the shores or bottoms of navigable rivers, lakes,
bays, ocean or sound, or lands beyond the line of the harbor lines as
established or changed by the United States Government.
6. (a) Unpatented mining claims; (b)- reservations or exceptions in
patents or in Acts authorizing the issuance thereof; (c) water
rights, claims or title to water.
7. Any service, installation, connection, maintenance, capacity, or
construction charges for sewer, water, electricity or garbage
removal.
8. General taxes not now payable or matters relating to special
assessments and special levies, if any, preceding the same becoming a
lien.
B. SPECZAL EXCEPTIONS: As on Schedule B, attached.
2
.
~ .
Order No.: SPO-09315
SHORT PLAT CERTIFZCATE
' SCHEDIIL$ B
SPECIAI. EZCEPTION3t '
1. Right of way for ditches and pipelines as provided for in contract to Vera
Electric Water Company, dated April 25, 1908, recorded in Volume 'H° of
Contracts, Page 292.
Inquiry should be made as to any unpaid charges by Vera Electric Water Company.
2. General Taxes: Payable on February 15;
Year : 19 9 6
Amount :NOT AVAILABLE
Tax Account No. :45233.1509
Levy Code : 1400
Assessed Value :559,4Q0.00
NOTE: General taxes for 1995 in the sum of $921.92 have been paid.
3. Stormwater Assessment for 1996 is not available.
Stormwater Assessment for 1995 in the amount of $10.00 has been paid in full.
4. Said premises lies within the boundaries of Vera Irrigation District No. 15 and
is subject to future assessment by said District.
END OF SPECIAL EXCBPTIONS
3
4 ~
• , ~
j ~ ♦
Q
Order lumber: •
Stewar . t Title of
Spokane
' 818 West Riuerside, Lobby
~ R Trad3t/on Spokane, Wa'shington 99281
ot Exceltence" (589)747-6426 - FaK: (589)747-6827 ~
j._.~
-
~ l~ ~ 4Y-A r s •r. ~ ;
~ - ~ . . ~ ~ : ` ' -
. _ . . , - . ~ ~ z:
~ • , j~ . 7' •.~y~ •{~L~ ~~r•1 ~
c b ♦ ~ ~ . . ~ ~ i. t •t` f ' • ~ ~
E~ 'I,. j' . N r1~ 2'.~.
~ • . " ~ ' • t ) ' ~
~ • e ' ~ ~ . r. •\'i~ L 'q ~ • ~
[ ' O Q c ~ ~ j ` • , , . ~ r , ,
C: ~ ~4 .r • ~ ~
; . ~t .
- T~, J a,~ ~ ~ ~ ~ ' • ~ ~
2,• ' X • ~ ~ , 4 ~ ! ~
~ J p • '
. • , • . `
V. r ~~i~ I ~y~ ~+v`~' '
_ ~ ~ , ~
~ 1 ~ ~ • r i -
` , .
1 ~ ~ ~ ' ~s
- :,r f ~ ~ . . t: ~ • ~ - '
~9b'Y ~ • . ,
~ AL ~ 12
_ ! 6 0 • ~ ` ' ,o /
90 , s'
- 12 A
~ ~ f : ,.~,.a ~ -
(00
L. 1
r ~ ~
1~ O
•
0b
LI _ . t. ~ ~ • ~
~ . ~
ol , ~
/j~/ ' . ~ ~1 , , ~ •
• • ` S . ~ ~ i '
y 1 . ~ ,~1 . ~
• ~K - ~
" . s. .
G~ ; .
. ~ - • r'P"~' o. ~ - ~
_...._.....~:~-r:: ~
This map is furnished for inforrnation':awd iocat'
ion purposes only.
Courtesy of: Stewart Titi'e~3of Spokane, Inc.
. ~
~
8th Avenue PROPERTY DESCR1PT10N
~ • .
TM (YI I/J 01 11K1 III sl Y[w.k 01 P. pel rMrdN w va~- '4' os v.eu ►eq. 3.
UQII w MrL~ 1}D.00 twt dweeb
i ' .
• w!p pK►I u. [m 10 1«0 wMi ta rew i,
MSO [iQ►t uw wi » yG qf Se,M 10 Irt w Uw Ienw+s d In. So na S[ arnn.
M~YI Yrnra Oe.wyM 1o Syol~* C1.n1, 0, MI hM ww A..41v i+. ti, 71G1)14]"
sl~t- o a* c-11 a sw-*. sia. .i whpi-
~ IM ~M~A
11
.
~ -
coao a swviqI 9004 1e wc n
a OSED PLAT
v I~J I~• ~ OR P
v .Y ~1! N ar .wiu I
4
W r s a.~. h~ A•
M11~N 1
3 1 ~ ~ _ ~ VlC1NlTY kAP
t~ ~ M Mr7A0 ~ I ~ j ~
,r a ;
I •
~t I1.
o~rc eKt ncu d ~
~ n n ~ I ~ r• Yr' V1
Gl 3 2 ~ , 6
~
'~5r % = I ~ ~ v
o ~ ~ ~ ~
' - - - 3 ~r ~ ,~~Q~
r ~ C .
I IYuIM~ Ul1~w~•~•1 I 14' U1..r~ loll~Ml .
' O 1~ o ~ Q
7 +30, I3v I .
_
. , ua r.~r
~ , ~ , ~ _ . ~
~Y ~ .
A 1
~ 12th Avenue ~
Pq-g ) riG~ ~
-,----~---r-~--
y Sr-7;4 j92 I I ' SP-~775-5:
A I B I A I I A .
ior AREA
. 9TE DATA REuAPNS ("➢°R0x'"rt) I PRfiL1MINARY PLAT OF
nwxw saa[ IAuar tOTS• ~I ~,..N or rn410 Ra CA053 NtT
ll YI. IJ.lJDUIt . 11.770~pn
a, 9n '~ts ~,a~ u~.,a t, ,I . 11.610 N n.,o.," ro h ADAMS CO UR T m+cu iai raaua ~ u ei . taew wa .1t.~sa wn
I a ew~ ru.a ov «w-a-s« u ei . i3,no wh . 1t~70 an
liolu ..nf a rut au„ I ' t3 m. U.e7o wn . 3450 w n
t1 tli. N,6i0qM • ~O,itOwn.
jM I ,m .aA I 104 u 111 •12.520 »n . n,tr w n ti• psan Bngineer~ lnc.
"^~A'l ow -°~W THE SfY 114 OF SEC,29, T.25 N., R.44 fWiN CVII (NUNCCPS & IAMD SJRKT(~;
~ K 909 ANGOuNf M0A4 SPOKUd vA, Y'n 1. •l/nY
SPOXANB COUNTY, lYASH1NCTON „KYA r.. ~,~s. ,
aoJO j~I~l ~ -•i, •
f ,
~
E{ '
' S P O K A N E C O U N T Y
DIVISION OF ENGINEERING AND ROADS ~ A DIVISION OF THE PUBLIC WORKS DEPARTMENT
William A. Johns, P.E., County Engineer Dennis M. Scott, P.E., Director
July 3, 1996
Chuck Simpson, P.E.
Simpson Engineers
Jimmie Bates
12929 East Sprague
Spokane, WA 99216
SUBJECT: P1788 - Adams Court
Submittal Accepted
Gentlemen:
We have conducted a general evaluation of your recent submittal for this project, and we find
that this submittal appears to meet the minimum standards of the Spokane County Standards for
Road and Sewer Construction ("Standards"). We are the"ref'ore able'ta accept your drainage
calculations for this project.
I am enclosing a sepia print of your approved road and drainage plans for this project: the
originals are on fle at the Public Works Department. The approved drainage report is also on
file at the Public Works Department. In accordance with Section 5.02.D of the Standards,
this acceptance is valid until Juae 24, 1999. If the facilities are not constructed, you may
request an extension of the acceptance for and additional two years; the plans shall be revised
prior to granting the extension.
Please note:
1. The County's acceptance of this submittal does not relieve the sponsor or his agents
from any liability related to portions of the design that are not in conformance with the
Standards, or which do not follow good engineering practice.
2. All permits and notifications necessary prior to construction are the responsibility of
the project sponsor and/or his assigned agents; and
3. The County will not accept the public road improvements to be constructed under this
project until (a) all construction documentation and certified Record Drawings have been
submitted and accepted; and (b) all construction deficiencies noted in the County's Acceptance
Inspection have been corrected. The County will not release the Construction Inspection bond
for the private roads and drainage facilities until all construction documentation and certified
Record Drawings for those improvements have been submitted and accepted.
1026 W. Broadway Ave. 0 Spokane, WA 99260-0170 •(509) 456-3500 FAX: (509) 324-3478 TDD: (549) 324-3166
~
. .
~
.-f
Chuck Simpson, P.E.
Jimmie Bates
P1788; Submittal Accepted
July 3, 1996
Page 2 of 2
Please be advised that if you construct the road and drainage facilities without posting surety,
the plat cannot be finalized until either (a) the road and drainage facilities are constructed and
accepted, and the roads established by the County Commissioners; or (b) adequate surety for
any remaining work has been posted.
If you have any questions, please contact Ed Parry at 456-3600. Thank you.
Sincerely
William A. Johns, P.E.
Spokane County Engineer
Edward . r, Jr. , P. E.
Plan Review Engineer
encls: Plans (1 set)
cc: project file
Pat Harper/Scott Englehard
Dave Berto
Permit Technician - Sylvia Lightfoot
reviewer
~
S P O K A N E C O U N T Y
DIVISION OF ENGINEERING AND ROADS • A DIVISION OF THE PUBLIC WORKS DEPARTMENT
William A. Johns, P.E., County Engineer Dennis M. Scott, P.E., Director
July 3, 1996
Chuck Simpson, P.E.
Simpson Engineers
Jimmie Bates
12929 East Sprague
Spokane, WA 99216
SUBJECT: P1788 - Adams Court Submittal Accepted
Gentlemen:
We have conducted a general evaluation of your recent submittal for this project, and we find
that this submittal appears to meet the minimum standards of the Spokane County Standards for
Road and Sewer Construction ("Standards"). We are therefore able to accept your drainage
calculations for this project.
I am enclosing a sepia print of your approved road and drainage plans for this project: the
originals are on file at the Public Works Department. The approved drainage report is also on
file at the Public Works Department. In accordance with Section 5.02.D of the Standards,
this acceptance is valid until June 24, 1999. If the facilities are not constructed, you may
request an extension of the acceptance for and additional two years; the plans shall be revised
prior to granting the extension.
Please note:
1. The County's acceptance of this submittal does not relieve the sponsor or his agents
from any liability related to portions of the design that are not in conformance with the
Standards, or which do not follow good engineering practice.
2. All permits and notifications necessary prior to construction are the responsibility of
the project sponsor and/or his assigned agents; and
3. The County will not accept the public road improvements to be constructed under this
project until (a) all construction documentation and certified Record Drawings have been
submitted and accepted; and (b) all construction deficiencies noted in the County's Acceptance
Inspection have been corrected. The County will not release the Construction Trnspection bond
for the private roads and drainage facilities until all construction documentation and certified
Record Drawings for those improvements have been submitted and accepted.
1026 W. Broadway Ave. • Spokane, WA 99260-0170 •(509) 456-3600 FAX: (509) 324-3478 TDD: (509) 324-3166
V
~
r~
Chuck Simpson, P.E.
Jimmie Bates
P1788; Submittal Accepted
July 3, 1996
Page 2 of 2
Please be advised that if you construct the road and drainage facilities without posting surety,
the plat cannot be finalized until either (a) the road and drainage facilities are constructed and
accepted, and the roads established by the County Commissioners; or (b) adequate surety for
any remaining work has been posted.
If you have any questions, please contact Ed Parry at 456-3600. Thank you.
Sincerely
William A. Johns, P.E. Spokane County Engineer
kgz"(4
3l
f.~
Edward J. , Jr., P. E.
Plan Review Engineer
encls: Plans (1 set)
cc: project file
Pat Harper/Scott Englehard
Dave Berto
Pemut Technician - Sylvia Lightfoot
reviewer