SP-1043-95
P. 1
* * ~ COMMUNiCATION RESULT REPORT ( OCT. 16. 2007 12:33PM ) X
FAX HEADER: CiTY SPOKANE VALLEY
i RRPJSMITTED/STORED :OCT. 16. 2007 12: 37PM
FILE MODE C~PTIUN ADDRESS RESULT PAGE
63 i Pv1EMORY "fX 7479150 OK 3/3
I'.I_ASnN FOR ERROR
E-1) Fil~NG UP UR L1~~OE FA1L E-2) BUSY
E-3) NQ ANSWER [--4) N<'7 F'AC:S IMILL- 4CJNNECI'1C7fd
crtr,x
11707 F=ast Sprague Avenue, Suite 106
Spokane Valley, WA 992-06
Phar'ie # 509-921-1000
Fax # 549-921-1008
www_sookaneva{[ev.orq
,facsimi/te transmitta/ -
Please delivor ASAP to:
TO:,~.t FAX 44~:
~A
S C ff ok,a.ne
p
,,;OOOValley
11707 East Sprague Avenue, Suite 106
Spokane Valley, WA 99206
Phone # 509-921-1000
Fax # 509-921-1008
www.spokanevailev.orq
facsimile transmittal -
Please deliver ASAP to:
To : FAX # : 91~5-0
FROM: ~02D P6~4~;AFAY!4 Date: /
RE: C M ~ / q-~7 Pages: ~
~
09/14/2007 14:56 FA.X 5099777655 SMKaitiIE COUNTI' ENCxNEERS 0 002
Jtl'- I I-6JU f~ t UtJ UtS Z5ILKLlIVU JAV11VlaJ krriAJJl'J7 r4t~ r. , .1 uuz-
DATE: September 11, 2007 4 ~
. ST~RLiNG To: Spokane County, Attn Gary Nyberg SAVI NGS B/aN K , PWONE: 509,477-725 i
FAX: 509-477-7655 FROM: Jon Wicks, Personal Banker II
PHOhE: 509-624-$238
FAX: 509-747-9150 .
RE: Assignmerrt of CD from May of 1997.
Nurnber at pages lncluding Cover sheet: 2 FAX COVER SHEET
Comments;
Mr. Nyberg-
Nere is the assignment we hold for a CD belvnging to Andrey Chumov of Aundrey°s
Construction. Would you piease research this to see if a release is- in order? Thank
you. ,
Mr. Chumov is wishing to close this CD and Claims that the paving work was completed
years ago.
Jon Wicks
Persona) 5anker 11
Sterling Savings Barlk
COnfidentialfly 1?Otice:
The doCument(s) eccompanying this facsimife fransmisslon confain legally ptivllf-39ed, CoI►frdential
rntormatron betonging to the sender. The informalion* is intendod only for fhe use of the individua0 0r entlty
named above. lf you are not ttte iniended reciprent, you are hereby notified thaf any disclosut-0, copying,
d,'stribution, ortaking any aclion based an the contents of thrs Iacsimile Is strictly prohibited. !t you havo
roceived this facsr'mrle rn error, plaase nof+'fy us immedrately by telephone fo arrange return ot the vriginc?l
ctocument(s) to us,
SEP 14 2007 24:59 5094777655 PRGE.02
i•1O''- JE,-1 g~+^ i tt~ ti.1 J c4i-11 ~ ~i` 1;i~i~l 1•d►l-?1 1~ F' n'~s.-•`'r's '
~
AS5xGN1V1EN7'
For smurity puzposes ouly. Andrev Chumov and Iva PQ.1eshehuk _ •
n►wsloq"
hereb5, assigns to SPUKANE COUNTY, a poLitica.l suucu%rision of the St1lG of Wasl.vuigtoct, the folloning:
Savings Certific.ate Number G!7 ~ ~ ~~0#4 •
in the face amount o.f $1, 000 . 00 _ •
and held in artd Uy SterlinR Savings AssociaXi,o.iL_
~ Bwik Nam,
Band of -
Manito
This assigr►mcnt is made as security fur the fu11 alid faithCul perfoilnacic:e by.Andrev Chumoy and Iya,.,E,oleshehuk
nO ' wW
,
of certairt eocupletion of eonstruction in,cpection and testing fbr Taidwav and stann cirainage conswction £or,
Traets A, B&C, Short Plat No 95-1043 , specified in the h-pica( sectian mld road%vay
Name a( D#v•Fopmmt
improvemcnts specifications and inspection statemcut of agreement for said project, daled day of , 199 and
on file in the Office of the Spokan• County Eiigineer.
Any interest benefits acctuiug under said sa%rines ccrtificate s}ial1 reniain the property of 42o}tshehuk
~d
savings certiftcatC tt► be relemsed to Andrey Chumov & Iya Poleshehuk ,
Derecoarr
or any otlier pariy only with the prior wTitten consent and agreement of Spakacie Caunly.
pRQWIDED, FURTHER, the undersigTt does heretry authorize Sterline Savings Assoc i,r_ion ,
. Bank NAn~c
to pay over to Spokane Couatv all or a sufficienl partion of the moneys in tlie savings ccrtificate referenced herr.isi atove upun
~I-ritten docvmentation being received from the Spokane Countv. Engineer indicating that Uie purposes for which the savings
certifieate was assigneti have nol beea fully and faithfiill}• performed as required and a statement oi that amount of nlotacy whicb the
County Engineer a.s required and a sta.tement of that amount of money° wluch the Count}► Engineer deems necessary to cotuplete such
obligation. Upon receipt of such written documenladon,
Andrey Chumov & Iva PoleshehILk '
D#V#wW
liereby autllOri2ed Sterling_ S.avinQs Association siua Naer -
to release la Spokane Caunty that amount of money requestcd ap to the maumum =oant in the s3viiigs cerU.Gc.-ate.
bATED ltus day of . 199 ,
pA,NK ~ Sterlin,Q Savings ssocia.tian •
ADDItESS : 3000 S G?-and B1uc?
C1rY S"i'ATE ZIP ; Spokane, Wa 99203
PHONE : 509-624-823R
' • PRESIDEIvT : ; •
SECREI'ARY . .
~ ~
Fs ~ lJ`ii~~k* y TiiAC . ~
Ugertied: 05-19-93 Terin: ia (maNrxS) ID: S35-25-si;.b'Nuntloer: cD740021113
• . .r C&ftil.1cat4 of Depo►7it ACColltlt NU[7ljJ~.'I" CD740021116 _
Aitiount of
DeF(1Jrlt: 1'3'hOL13SIlt1 1701laTS c3nd I`FO C'C.ri~S*,w**►r*s+~,rf~rltt+.e~«,e~a**a~+4~*~~+t+* ~ 1,040,00
-
' This Time Deposit is Lssued fv; Issuer:
sTEuLzNG sAVrNcS asSoCixTIoN
AIaDRgY CHUt+10V 111 Td. VdALL
TVA POUESCHCH[7$C SP07CNNE, W.A 99201
306 W 315x
SFOYfANE WA 99203
• . , , . ~ .
Not N'egotiable - Not 7`ransferable - Additianal terms are belotiv. "y -
- ~ - - - - - _ - - - - - - - . -
Addatianal Terrns and Disclosures
Thk$ form contains the terrns For your time deposit. Tt is aSsn the Minirnurn Iialattiee 12equireiYient: You must make a iiiinimum deposit tc
Truth-in-Savings d'ssc]osure for tltnse depositors eritjtled Io one. Tttere
are additional lerms ancS disclosures oit pa e trvc~ of this form, sorne vf nperi thisaccaunt of $
wli[eh explain or expar~d on tho5e belov~. ~au shatsld lteep ane copy ot
this form. ❑ You musc ma'sntain this rninimuni balance on a daily basis to earsi th+
c~i~ci~~ed.
11'Iatur'ty Date: T~'L15 aCCOIL[It ti3r~ILiPeS 05-x~'-199a annual percencage yield
(See bejvw for renewar information.) Withdrawals af Int,erest. Interest ❑ accrued EO creditcd during
Rate Irifornnation: 7he interest rate for lthis account is 05.370~ % term can be wilhdrawn: AT ArrY TfrIE
with ari annua1 perccnGage yield of 05.50 'T . This rate will be
paid Until che maturity date specified above, Inccrest begitis to accrue on Early Withdruiva1 Penalty: tf we con5esit ta a reque;st fv~ a titrithdraw,
the busiriess day you deposit ariy noncash iterri {for example, acheck}. 1hat is otherwise t34I' pCPm]!ted }'ou rnay have to pay a penaSty. 'Fl3
Interest will be campounded MlQ xF AnaBACx pesialty will he an amaunt equal to. 003 months '
' Interest wiil be credited MoNrHZ.Y CREDiT
. inteeest oct the anioun[ witiidrawi
~ The aitinual percentage yield assumes that interest remairts on deposit Rexiewal Poliey:
until maturity. A wF;thdrawal of interest will reciuce earnittgs. E] Stngle Maturity: If cliecked, this accousit wi11 riot automatscal
El If you c1ose yaur account before interest is creclited, you will nat _renew. Interest El will ❑ wi11 not accrue after maturdty.
receive tlie accrued inCerest. 9 Autnrnatic Reztewal: If chec:ked, this account wiil aucamatical
TNe 11iUMBER OF ENDORSE'NIENTS needeO for withdrawal ar any renew vn the ntaturity date. (see page two for terms)
oflicr purpose is: ~ . Itlterest ~ will 0 will nat accrue after fitial maturity.
ACCDUiN'x l7W1VEASHTP: You have requested I3ACKTJP WITHHt]LI7ING [,l Exempt Recipients - Iam an exei
and sntend the type of account snarked below. CERTIFICATIONS recipient +inder 1he Iciterna6 Revenue Ser3
~ Single Accvunt TIN: Regulakions.
'u" as ""a"" ❑ I1lnnresideiit ~Lliens 4I am itot a Uti
~ Joint Account - Wi~ii Survivorshiy~ ~nc~mman,uc.vn- Ta7{~Iayi'~' I.D. Nurnber - Tk~e ~axpayer
. . munltY ~rP~efty'} Iderttification NumbeE shown aUove (TIN) is Staies persoit, or if Iatti ati Endividual, I
[I'loir1`t"Accounc - NoSurvivorship ~aste„ants incronscm)
liiy correct taxpayet ider~ttrcation number. nesiher, 2~,citizen j}c~r a i'es1[~ei1L Df LI'1e Ur
❑ Cornmursiay Praperty Accour~~ Nc~ Survivvrship States.
❑ TruSt. Sepafate Agreemerit Da[ed ~Backup Withholding - Iam not subject Aprovisivtj for rny signature, certif
El to backup withholdsng either because I have under penaity of perjury the statezii
not been notified thac i am sub3ect tv backup checked iirr this seetivn, is contarned on
withholdirig as a result of a failute to report Crst cnpy of this certtlicate.
al] intetest ar dsvidends, or the Intersial
❑Revocable Trust or EJ Pay on Death Revenue Service kias natifed me that 1 ant nv
Designation as defined in this agreement langer subject to taackup w'sthhoiding.
(l3eneficiaries' names and addresses)
EN3)ORSENfENTS - SIGN ONLY WHEN YOU REQ[1E5T 'A'ITHDRAI
x
x
. . ,
• , . . , x .
0 1993 6ankers 5ystems, loc. st. cGoua. MN (1-aoo•397-2341) xorm ca-A,a-wa 111 5rxs1sa REAU PAGE T1I'O F(lR ADDI'I'iONAG TEftMS fpa9
t ~ • . ~ ;'®r
~
S P O K A N E C O U N T Y
DNISION OF ENGINEERING AND ROADS A DIVISION OF THE PUBLIC WORKS DEPARTMENT
September 7, 2001 . ,
Sterling Savings Association
3000 S. Grand Blvd.
Spokane, WA 99203
RE: Savings Certificate Number CD 740021118 for Residential Construction of Short
Plat # 95-1043
Dear Sir or Madam:
Please be advised that the Savings Certificate Number CD 740021118 dated May 19,
1997 issued by your company as surety for installations of roads and associated drainage
facilities for the above mentioned plat in the rema.ining current amount of $1,000.00 may
now be released in full effective immediately. The Short Plat construction has been
completed and the warranty period has expired. This final release should close out the
above referenced savings certificate.
If you have any questions, please call me at (509) 477-3600.
Sincerely,
John Hohman, PE
Development Services Engineer/Manager cc: Sandy Kimball
Randy Stronks
File 1026 W. Broadway Ave. • Spokane, WA 99260-0170 •(509) 477-3600 FAX: (509) 477-7655 (2nd Floor) 477-7478 (3rd Floor) • TDD: (509) 477-7133
CJcv'cLOPER BOND REVIEW FORM . ~
~ Pro j ect Name : WC, da ua-c.P &Z7~?~,l-f ~-Z.;-44
Projec# fVumber: SP 104--A) ~
r.~--.-
Locafion:, ~~6G~uotiJ - A*.4J
7Original Bond Amount: .
,
Original Bond Date: 5-11,11f ~
Bond Balance: A9)
REVI EW Lasf Review Date or Punch List Date;
Work Remaining to be Comp(eted:
Reviewed bY: k/tu6P L/_... _-~,4L~ Date:
. ~
Findings:
ACT(ON TAKEN
(Circle Actions) .
REC011Q-AA€4UD ACTION: acfion Taken,:
LI.Release Bond 1. Re(ease Bond Letter -
2, Reduce Bond 2. Reduce Bond Letter
3. Confinue Bond 3. Continue Bond
4. None
gy; , Date
.
FOLLOW UP
Follow up Scheduled: • .
Comments; Files Updated Comments; , Date: By:
Files Updated Comments; Date: By: -
Files Upda#ed Comments: Date: BY:
Files Updated Comments: , Date: By:
Files Updated Comments: Date: . BY:
r~ 1 ~ s ~ - ~ t -
~ ~ AUOITOR 5 RTIFIGATE ~ ~ . r ;
FI OR REGORD TNIS ~ AY OF . 19~(.Q~It
NORTH I/~ GORNER 34 ~ IN ~ OF SFIDRY PLATS AT PAGE
wESr ur~ oF n~ SEG110N 3 EAST 394.00 FEET FOLfv,b BRA55 flN IN 3 A1 T}L REl~l~ST OF WYAt1 II~ERING.
Of' GOVERM,ENT LOT J I U? IIPE IN AfOM1AENT GASIN6 W11H 3 RPS PER 600K 48 OF A~A r v w ww A
SURYEYS, PAGE % GO Y ~11J01tOR FErK.E IS
SOU1H OF GORI~R ~ fENGE GORf+ER IS ~~TM LI~ ~ ~ I ~ t
3.1' SOU1H AIdO Tif SOU7H ~00 Of ~ l4 EAST ~ ~(E~ FENGE IS 7.f n
PROPERTY LORPER GOVERN.IEN1 LOT J L^T SpUTH pF ~NP coRr~t ~
N eY~'~e' w .~1a' I Q I
~ _ R~L ' n.ao' u~' _ _ ~ I , , , ~r.~ X .,t„ v ~~r,,,,,~.% ,3~ ,-~,•x , ~ n.
FOI~ V1~ RE~AR ~ . '7"~'~/. •i i ~ - / I I WI1H PLASTIG GAP q' W~pE ~ 75' I W~' E~
~~~N I U11UTT ~ ~ O ~ T 315 FOR ~ I, . ( VALVE U ` ~EASEAENT q' WIOE UTIUTY ~ ,
LOT GOR~R TD TFE ~ E~SE~Ni FOR WWP ~ TR~GT N TRAGT B TRAGt G % ~ lo' WiDE FU1UtE WEST. 1HI5 LORMER ~ 50. F7. . ibb~ Sp, F7. S' EITHER SIOE Of ~ XAGpU151110N
IS SOIJTH 34' OF ;o o IS8S3 50, f7, W EXI511NG UrrE ~C PL~T GOIt~LR o ~ I ~ ~ I p
WES? 1~011 WES/ IJ011 n (l5' WIO~ w~sr uoos R R ~ TRAGT ~ t Q ~ w Ens~rrr FOIR~ V1' RECAIt g 131?2 50. Ft. ~ n' d) , II ry I AGRO55 1}~
WITH P1.ASTIG GAP ~ , I I~IARKEO ~BENTHIN ~ IO' w10E ~ J p FROMT Of
G1.ARK U3t5• urlLlrr NORTH ~511 ~I ' o ~ I~ TRAGt ~ • reENr a ,j ~ I 3 W EASE s_ ~p~~ 5 bTi1'Ib~ E('%J ~n ~.d r . . ~ if,
2N~ ~ R p ~E n~oo' ~ V N n ~ ( • . ~ ~ , , t ~
E T~~ ti. ~ ~ ~ p0~ rt,~t o Q n~ sami iG ~ o~ t I,- ~ ~ ~,,~y; q g ~ LIPE OF ThE I~
~ 'i~l D~"' S6 ORAINAbE ~ n I,~ ~ NORTM 100' P~~ z ;~~i?s' i25'~ , I OF TFIE 50t/TH EASEI,ENf ~
;-~y0 I I n ' W?4J' OF THE OVERI~AD ~ A ~ I ~ NCR1H 2l~ OF POWER ~ I~ fOld~D V1' RECAR T-~y ----°LS-~ , r L 1 3 UNES ~ ocnr~u o ~ g L,-- ~ GCV1 0 w I c~e a
WITH PI.ASTIG LAP I ~ ` ~ x ~ p to~0 ~ IaARKED '~EN1HIN .T , I ~ ~ / ~ 1/~ ~ b ~~,p ^~('(E 0
~ , ' Q ~ _ L q~I G1.ARK l]JJS i% t~ O IP" ~ _ul ~ , ~ ~ ti R .~_1 ~1. ~ _ ~ a ~ _ ~A1 ~ Tff WEST L
~ n~ ~ 0~ TIiE EAST $ _ w10~ ORIVEWAr ANO UTILITr , EhSEA~M ~ 156.71' OF GOV7 ~ 8~APd~FEdLAl~ 0 Fa~rn va' REe~u eo.a' ~ - ~or ~ " I.Q4
9~f~E~~ wi PLAS~IL GAP , t ~ • ~ ~(1 n1 ~ - - ~ x~ r x ^
Qj I~IARKEO ADAIAS LS 7~IT 9~7.9?' ~ ~ S J S 68b7.IS' E J01a0' r
A FOId~D S/e' ItEDAR ' ~1 ~ WITH PLASTIG GAP ~m ~ ~ `1
~ AIARKEO 15 ??96f SDUTH OM~ - THIR~ OF ~ ~ ~OV~RM~Nt LOf l v F~ ~ . T ~
N ~ ~ ~ NAIL A1 15~~ 5E GORI~R p1y ~ ~ eovY ~or ~
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~
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w~ 4~, i tL ' ~ ' .tf r
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AL : - . n~, ► ~o . _ i..~• ~j '~'~1lII'
. . , ~s q7
~EGENO
DL5 OUILOlN6 LINE SET~Af,K SHORT
/ PROrOSEO p' WIDE UfIUTY EAS~NT ■ J- 95 u ~~A
O SET V~ RE9AR W11H rLA511G ~
GAP I~IARKEO L5 ??9t I' ' ' --r i
DA515 OF DEARING~ ~ FOI~FD ►dONU1~NT AS lJOTEO SEGTlON 3,
BEARINfiS ~RE CASEO ON TF~ EAST UI~ OF TF1E NW U~ ~ /1ppRE55 FOR LONGFC:LLOW STREET = GOUNTY
SEGTION ~ PER PLA1 FILED I LOG/1TED IN tHE NW 1/4, SEGTION b00K 71. PAGE 76
T.25N., R.44E., W.M. SPOKANE GOUNTI ADOItE55 F(M Mf.00NA1.~ ROAD W~SNINGTON
~~s
DEARiN65 ND OISTANGLS SFIO~M1
FEREON Nt,E DASED ON ~1 SERIES ~CAU,I~IbSI1CICt1aC Q1 ~d IB~A/~~/~/'LIL9
/ ~ ' • , ~ ~ , , . . ~
r .
~
. ~.n .nnnt~. .,-„i ~ ~ ~ ~ ~ °~`"pq'"0 I 1 ~ - - ~FS.'d~•' ~ ~ ~ ~ - - ~ ~ ~ . . ~
1 tees ~ AO R ~ /OU~D NOMA~EM A> NO1fD + WmrtM~ 6 d!0► fllOr 0I EXlSTFNC CROUND AQ°f 1;~` 7~~ 1~t,4 . ~ y,l?~,~p a~~ o~mna cae ro rov ~i,s~r vawwe ~r 6R,,. 0 w rwr~w o~wcc ~no oue n~tt ~ ~ 11E 2 abs wwvv ca~c+~+e cartwao mc are J r a,us unru caewt+~ canu~o ~yNP1-~` ~ s s/~x m e ipx ~mru a~ ~o an~m eRVU muas a a/a m e ipx uvwu a+ ~ cmrsim ~
ROp( i07 Od111X M AC~DI~WLT NIM qSDO~ SW M 1LR/ ROOC TOP OOIIRSL M IOCqANILS IAIM M'~0~ MNAY SD[tI1~G110M5 MCatPORtTIW M'ff VAIIIE (n~I 59¢f1GTqN5.
N etrl+a' w ,~p,~• _ ~ I I p~ sue~anm Mrm mcsc wws m spatw~ caum. ' ~ . I LONGfELLOW IYPICAI SECTION PRNATE ORNE TYPICAL SECTION , - . ~ . : z. • ~ eobi , •
~ °eo.or n.eo . ~ I au,ra g g~ 3 0 I WA~ STA 0+80 TO STA 2t00 ~AA' 2+00 TO STA 4+31 ~
~RAGT A~ A ~ FuutE % I~~ I v~~ O 00 TO STA 10+70 E ~110NMri, noo~ sv. ~r. ~ tttn~r o R $ ~o,~ u.an~r~a , o ~ ~ ,a~ , A~ u d ^ au. x~. rt ~ ~ ~~a
~ ~ ~ ~ °r ~ : u rRAGr 0 ~1 ~ 'g awrc cam~a ; ( I n~ria ~ru ~ ~i I „ .mx~ me ~ oRntai e taa . PT. O \ rm~ mc ~ nw~t . ciwt 8~ ~ ~ ' % ~ N I a. ~ tmna
• mrt a u~vu . a~b ~ ~ $ j n I ~ ~ 1y; r` ~ c~w awort ue ~n~a.b~.o ~ ~ etrat ocsn~c rtra. Mo I s+~u wr . ar.r g iRAGT G ~ o ~ C a~.~a umurt u.~. a nwn - ~r ~ r ro"r 3 M swt ev~td , ia• des,1 !0 ►i I / ~ g ~ ~J~ TYPICAL 0(fCM SECTION Y
~ ai~a r~ r"~"u 1 emrar s~ mnr `Iti S.~.. ~~Nti.., ~ f ET11~0' ! ~ r' ^ ~ ,..~wit eonor ` •n ~ u SIQ~M 7' NM "~m ae~e ~,y n i ~fi naa~' ' r~ao' 0 ASRIALi PAVEIdETdT ~atuL e~ ane wtr rat vawc ¢t oW ~ 1 ~ O~ wmi ter a rr.u nnxno~ ~ ~ a
mrx s:wioum ocru sm e-a $ ~ t~ ~ ~r G ma a~w~ . ~ee.n 0 ' ' / '~t / IU ~ om w~ aa~o 2x ~ i.s r,...., ii.ii•-~1 ; c~o irw .ui -.eas~ i+syoi+ ~rui s~ a; I I~ ~~snai a~ ~ ue aia wn aoc n■ ner,na r~v~ uea , . T~ ' pltX p1Rtt . 1M.0 ; aa W. dlQl to ~I ~ ~SLI fDK( I 1 LP ~ ~
TOP OF CURA ca+s+wn ma ~ro 0.EV. 4E7 8J ~ ~ ~ w~i a~ i %Y~wen ~ n~ M ~ ~ ~N ~ . / ~ . • ~ \ 1_ _ ~e_ _ ~ x,_ _ ~/E ~{Ep ( • ' - d16~11G01NQlJMdS~ . F ~1 lqjf 0' M7~1 ` 1~ IUI[DQLP .l'~ ~I . '~L.• ,i.~ ~
~ N54LL S11CIT f01 ~ I t 'Y y q~ ~ ( IA~D ~ ~ µ Ji• ~ IRfAI 0115$ ~ • ~ a g ; ~ . , ~ ~ r ~ ~~eart o m r , ti ~ L` ~ b . { _ r_:6:.1~us°'~1 ~l/-l-/1,~~~ ~ ,d~? ! p a--------
s~,a+~ ~tw O. ~,~a ~ oin.n ui,~m I... . F• Jn' -a~ ~3~ ~I~E ORM1t11+IT Q Gfi o~ dlLw si me ~s nmm - N p1 8 - Q {~a0' I" 9r, mR'i+. d7w m hW. Q H o ~ ~ .~1~~ ~ ~ I ~ ~ R ~ ~ 0 a i2.4 ~ + Mr vao emm~ aevAno~ ~ ----o
~ f OM1p' f j ~ A9 a1TN M R/M ~~RIL MO~ff , 8 60Pd4~EdLOM!"~ m+w ie0a'~/ i eoa' ' n,~ maa~~°°°sim "'"°n~i~'°~°°E . ~ ~ AV~. /1/ / J~~~~/i, ~n.v _ TYPICAL CRA4El ESC DAM a~ai ~ mcc rosr nm ~c ~ ~ ~ '~w a. y e~'!~ u bg~
~ ~ ~ / .~a , - f TYPICAL 208 POND ~ r 4 ~ a, I ~ J ~ ~ " WITN DRAINAGE STR r• f°. m
~ .on, a ma ,~l STk ~.ea~~ s ~a+o UCTURE O 2S' un~in r,~i~n rc~ • STI~ 10+00 ~ fdAO fR ~o ti ~ < ^ a o , . • s~n.f, ~~t r~ fe _ - • ~ SECTIONAL VIEW ~ : . ~ ~ z ~ «o • oo` o =
min w A1 M~. ~ar xuaui. w~n 60V7 L01 ,1 ric ~ ti rur~ neic p bo ~ m ee «awrmi wQ ~ a~rorr w~r x N s.,r n~aa ~rh ~ co,c~i`~ior r"wa r o~ a..W""" p1~15~~~ ~ m~oi +~eiec ~ auK~ ~ ~A~ S q ~rhr a ~ 6x
R15 gUBM~,. ru~ ~ a ~c ~ ~ TYPICAL FlIiER FENCE W
PAVED PRIVAfE ROAOWAY UbD~WG~~~~l~ (~~~6.~ d~GA~l~I~ ~~~I~~A~6~ "G~d~ ~3~~~f~~ ~I~"
9-8~~-9~~-~~~~ (~p~ .
Nn ¢ "n ~ m ¢Y1mN
~ ~A ENGINEER'S CERTIFICATION ~
~ o= 111E DE9LT1 MPflOVDd01fS 910tiN IN TlAS ~ ~ ~ ~s,~ ~~,,,~s a ro n+E Arwc~ mmo~s a n+e svacu+E ~ d rt
COUNiY STANOARDS fUR ROAD AND SEM'FA ~ ~ STANDARD PLAN NOTES: ca+sn~ucna+ uro TMt sraurc ca~n ~ SCALE: 1" = 50' NORIZOMAL ~m wHmi ~c~r,
1" 5' VERTICAL EXISTING ~u Nomc a+n wha~us s~uu e~ n+ ooxFaeuN,a hm+ n~ sPaoure ~f} 498 r i CWMY STINDAkDS FOR ROW AND SEYi£R CON5RiUCTION 1095. AHO AS BT 1HE SVOKANE OOUNTY FNqNEER. I APPROVE tld
~ EXISTING G40UN0 i , GROUNO u,~o~, ,r+~ a,v,s ~on ca~snn,cna,.. ~ ~ ~ I i-~! _ s I~L~_ j- s. a~m n*~.~6~ ~a~ ua a QfISfINC IMWRWE~ ~ I qp~l g~ ~ Zx LOGTIONS OF EXISiMG UIIU(IES S1i01M11 M TME PlAHS 1RE MPRO%IWTE 1}lE Qy pAak y ~
ASPl4LL( RO+~D SUAFACE I 1 ~ I L• ~ CONTRlCf6R SH~ILI BE R.SPONSl9lF iOR 1DG11NC ~t1 UnOfRCN0UN9 VilU~ES. e 4o M rq I O 492 _ ~ I 492 ~~.Ox urf C~Fl~i1NG UilU11ES SWII BE RQOUIFD P~OR i0 CoNSINUCIroH 0~ ~ A~ h tld ^ ~ Aa0 ~ ftO1D NID DRAINAGf FAC0.dfIFS. ~ - I it~ ~ o
I I ~ . ~ 5 I S•~ ~IS'1 ~ ~ ~ i ,onmNC cuRa ~ ~ 2~5x ~ ~ j ~ u~iu taorw~ ovw~isRa u~ o~ e~ r~rt~o+00 ~~cro~srn°uFCnTMOrEi ~ v~s. ~ ~~:w"f ' I'' ~m ~ p n N
~ ~ ~ I I i • o e~ ~88 ~ ! ~ - ~8 ~ ~ °mc~° J ~ t.l ~ I ( I I I F ME COMRACNA OISCOVERS ANY R J~~~NAL~ ~ ~ oc3 3~~a t N ^ ~ n
G t~ . I I i ~ dSC EPA/1dES BEIWEEN 1}IE PlANS MA 0 m ~ 0.28x1 0 61 ~ ~ ~ I 1 i _ , $4 9 nm~in +t~~ t~e ~iJro~'n+e~~oK,we~owrrrrs e~i~c ~s amcc ~ •W ' t I I ~~XO~afis ov77IQ'~ o ~ m3n~' ~ oW~M
~~$~N~ I ~ I ~ m ~ ~ ~ ~ ~ I ~ i aea 1~~ , ~ ROnD ~ ~ Dc~S11NG~LONCFElL04I I PRaPOSED I PRNATE j ORNEWAY ~ ~ FOR CONS~RUCifOH~OF BEMEEN ~T~E OAtMEiL fl~flNN~iutU~E~w~SHED~ DEVELOPER S SICNATURE ~ 3$ - ` APPROVEU EGUN t fl ~ - a x0 3N~v
, D W V N R O C N, N! D B t T Y E E N 7 H E N' A S H E D O R N N R O C R N A 1 f 1 E N ~ T M E S O I L S. 1 N A M E R E W E' A E D h E 5 P I, A N l l p p F 1 A►, Y ~~I il i 1i uim~xsruro n¢ n~iarT a n+is run ~ . (~s oun~) ~HO ui atoumt►4xis sEt I ( (ABuNi ~a77.!if f.IF.r f e. 111 II
I . ~ ~ v~on ro srt¢ c~~srnucnou nc c~cma ~s e ~pp~ I I I I , aava~e~t ~n i.oc~m~c 48~ ~'lJ~ ' dN ~ UTI . Tl1~ UN ~ " ~ ~ ~p . ~ . O.C.'1 roC4IL . DERC(iOUND MIJiY LOGTEON SERv9CE AT 456-8000 ~ ~ + . a ~ ~ n ~p~m
I I Mdl .n .n n . ~ ~ . . 1- r ro h, ~ I ` i I d W I Y~ :,m m nie nooe a ~ zae sru[ aewo~ n+e u~t rom~+ ov nrc nmR or n~E / ( I I I ~ I (~~n a I a a ♦ ~ /J~u M~.
I m~u.e, ,v~o r~E siaRaPrs or TME mu~ uP ro n~. so~ ovewtow einenoN f!a I).r1 T(%,!; 1?i.l'[' I I I I ~ I I i i I I 1 i i I I oa ror or n~ oarw[u. n~ soK ~ouhp a+ TM: nooR av ~ 2ae swaE sww. - BE A NEOIUN TO NELL DRA4dNC IMTERIAI, N11H A MINIIIUW Wi1lTRATION RAiE Or 0.S '~%J UO r) hIn N„ ~'~p h~ hln J1 IO+OO 1O~TO INCMLS VER X6UR. THE ENGINEER SlULL PRC'~WE A N'RRTEN STATFMEM WMCM MERilE9 L, V1 ~
d ~D~~ 10 ~+'p~ Nh N n O~ ~I^ ~IO N~O ~~O O M4T Al1 RO~~ muts caairoau ro nes ~auiR~txr. nm wam[n srn~unrr snvi C-~ n nl~ n ~ m m ~bp n m mr. a N N m N BE 9UBMRILp Tp 1NE SFO%ANE COUHtt ENCINEERS Of'i1CE PRIOR TO MSfMLNO 11MSME0 ~ co m m ~ ~o, ~o ~ ro ~ m~ a;io N N r ri i l CERTIFICATTON a~ a ~ a + a , r m ro,~, m m = u N O~., u r r+ c/ s o o , w o a x a R ro Fl r u 4 , ~ c c t a r µ c~. m e s w u c n n a e u~ ro+ u ~ s w u ~
p U w 1 1 1 p 1~ a~ a r a Y ~ B E I N S T I 1 1 E p T O A N A N E 9 q 1, S R U I U N N W C M N S O M E E f S O R IX C E E D S 7 X I S W I N I N U A I j ~ w ~ 1 ~ I I ; ' PROPOSED HAMM E RHEAD P£ROOUTION RhTE Of OS IkCNES PQt HOUR~ QI W Ri a w a ,n
v , ~ . ~ CENiERLINE PROFlLE m E C o M R A C f o R 5 l I A U N O f I F Y t M E o l G m E E R P fi o R i o T N E M S t N U n o A o F I A N D S G I P ~ N C U' . ANO S00 50 MTILTRA1qN RATES GN BE CONFlRVED ~ y ~ 0+00 1400 2+00 3~00 4+00 4+J1 ~ d' ~ O+ B O I 0 O z N E-, ~ z
~ ~r ~ J F ~ PROPOSED ORMEIVAY CENTERUNE PRQFlLE ~ P R O~ E CT Q ~Si ~ ce) x Q o
~ IXISTING NOR1H CURB PROFlLE STAN O CO ~ ~ a~ ~ SITE o A • I
w IN EROSION ATIDN C01lIROL (ESC) PIAN IS REDUTA~ FDA h95 PRQfECf. ~ n J ~ A W W tMREYEM~I N OF TNE ESC PUN, AND OONSIRUCTION, WUN1EHANCE, AND u'1"~. ~ w z WELLESLEY W ~ u a c r u w~ c o► M e r s c r~ u n~ u~ m e a s s P O r+~ e w r r a► n c e o e~ a~+ u~ ~ u Z
u UNIIL ALl CONSIR U C T I ON I S C O M P L E I E O 1 N 0 A C C E P 1 E p B f S P D X A N E C O U X I Y, O R ' W UMII iNE 4ECFTAi10N IS ESiABUSHED iHR0UCN0Uf THE SRE. ANO AOCEPTm BY U, u~" ~ d~ R IGH ~ ~ svaKU+: oourm, m~cHntn a umt. o tl TREN7
~ A ~ E R Q S I ~ N C O N T R O L P t AN: aF pp~ ~ CoNStm~ wr~ovu ae u~r o~ nrt iM-,'•" ' ~ a m OAD d d ~
~ i. e R O a o s e n R o w~ STORI~ ORUN~GE, GRMIVG OR UtllllT OESIdI ELENENfS ~a:, ~ R A I L R 0 a~ TEMPOR~R~' CRAVEL 6C DA45 SWW. BE INSfNl£D AS SNC~M SH6wN ON 1NE ESC PIAN. W, 7°~p" W Q~i OURA7C CONSIFtIICfION. TIiESE GMS SH+Il REMNN IN PUCf 2 M 0~~J 2 m UNTIL CONSTRUCIION IS CAMDIEIF ANO iHE SRE Wl5 BEEN 1 T W ~ O a
SfABUZE~. FlUER RNCE OAMS C4N 8£ USED M UEU OF 7l4E EROSION AlION COHTRO~ NFASURFS 910MN ARE TME MINMUM ~ t~ ~ S i 0 2 S~p l~ W e~ i w0 ~ C R A V 0. E~ O~ S R E O U i R E M E N~ A~ t I P A T f D S R E C O N D I i I O N S T M E C O M R~ f Q fl S H 4 1 ti v l F / O ~ I~ E R AN O M N N fM4 M E S E ~ C MGSURES QVIY, AND 941L1 MIJMAIN MID ~ j ~ W ~ W
- 2. UPGRADf TN6E MFlSUAES AS NELE.SSARY TO PREYEM SEDINENI-UDEN WA I E R r, F~ u~ 0 ~ F G'9 W dtMN EC (14DE o f 1 ~TER iENCf SHALL B E M S T 1 ll ID R O U M D 1 V~ 6 R 1' M E LL FROM pMER ROwING OFF lff: S R E, OR M f 0 N£ N/~ I I M C n IX t M ~ U M A C E - ~ ~p~ F d 2 I OURINC CO N S R t U C~ D N µ ~ U M K M E S I T E W S B Q J R IES. SUCN AS ORYMELLS, CUIVfltTS, OR CR1KL GWERIES. V f W W~ ~ Si f ~ ~ f ~ UE.9U1m BA aran' er. aEMB er az ~ KD oESM en,
STABU2F9. W 0 O~i w l i; $ J1 $ . . . V !'.L? ~i~R m
09/14/2007 14:56 FAX 5094777655 SPOKANE COtJ\"rY ENGINEERS fo001
~
~ ax Transmlttal «
Spow'T. C,awry
Development Se;vices Department '
Division of Enginecring ottd Roads
(509) 477-3600 > Fax (509) 477-7655
Uai e: September 14, '?OU i
To4 Waynie McGavern, City of Spokane Valley Faa No: 688-0037
Sterlilig Savings Bank Ltr.
Eucl: Copy of Savings Assignment Fax No:
Section Map
Nunabc.~c- ofPagcs: 3 + Cover
Frocn: Gary Nyberg, Uevelopment Services
S u b j ect: Surety Rclease Request
SP-1043-95
\Vayne,
Thailks for taking up t11is cause.. This Iittle sh.ort plat is now in the City alld located just east af
Plantes Ferry Park. I'he City should llave been forwarcieri its ile froin the County after
incorl)oration. As yoli can see Sterliil~ Saviclgs is requesting that t.he old savings assignment be released. Please
investigate and notify us Nvhethcr the City has any objection to the sut•ety being released.
"l'harblcs,
Gary
RECEIVED
CSV Development Engineering
SEP 17 2007
Project # 5 P-0 `r3 -q5 Name tkg ' 3. SS " (e- Q.es Vdwuf-,
Submittal # Doyta~;( /
(n/ . livuuc~~SEF 14 2007 14:59 50947?7655 PAGE.01
09r 14+/2007 fliuC 6 t'10 0947JI65LII`.~ SPOh:1NE COUNT)' E\GINEERS
0eie0iu r~e,c
• f f1Y1'-1E-t?a o8-, ,4 1-111 50.113 (•.Wt?lc0..~J 4 • P. 02
ASSiCNMiE N'1'.
Por scctuilypuipeisc.s uuly, _ Andrey
` Ch,wncY an,d. TyA p.olCtzhelw.u . ~::;►~w
1►ereb)• assigas to SPOY:ANE COIIN'I'Y, a polltlc,z1 s11!xlIVI0011 aFtiie Sta!c o[ 1l'nsUig1011, the luiloMitg:
Savings CcrtifscaicC Nurnikt .
i+t the fncc ,1ruuunc e(
n:id hcfd !n wia by SCezi:Lne SavIner. AssocI R r; .
~ ~,rt r~ o«
Balld Oj .
~ Manito F3rarTClt
Thi5 assignment is made tls secutily fur. tiu td!! aiid ti;tJ►ful perforMajcc.: by,~~~Cjju&3n3& q,nd _ TY'j-p-cleshehuk
a..0cn-.•
of certain coenptetion of cpnstmction inFpection and lesUng fer Twdnnv tuid stvrin drai;iagc conslniction fvr.
.
Tzact9 A, B&C, ShocC PlaC ?1o 95-11043 , spxcificd in the hyical sc.cctian ajid roadwtry
N.....r w~~►.a~*~
impcovemcntg gpoeifications and inspecttott stntcntcut of agccemeri for mid pmjecs, da!--i day o[ ~149 and
onfite !sc tlic office af the Spak-znc Coti niy Ei►ginrcr.
Aq indereSt bc►icG4s neCrulug under said saiing5 ecrtiGcate shttll rentain We property aC~pC~y ~shel~u
D.-.+n.
$1Ylf1gS CCIOpu' t(1 bO ICIviS°d sn Aad rey Chumov & Ivs Poleshehuk ,
o., 116VI,
or any oiliespaztyvtUy with llic priot writlett cocisent and ogmturentaf5pakmie Coilney.
PttOtRDCD, F'UFtTHtR, ihcundersign dorsberebynuticotizn Scerlina Sav.ine4 A24o= .
' It..r Nu++
tn pas• over to Spokitne Couury all or a sulllcici►t patilon n!' Ute inoneys in tlic savings ccctifitatc rc.fucnccd hcrc{u ntwve upoa
i,rittm dm,nicnloclon bcing re=lved frvm the Spokaiic Counh• Enginecr ii,dlclUng Uuit tlte purposcs far which the savingz
certificate nwts assip,ncd havc not bceu fu11y and faithfull}- perfarmed as nquiecd ,nd a statement oI th.-it umotnt of tiiortry tivWeb tlie
Counh' Bngitto2t pS MUltW ind st statement af tltai amount of monep wldcli thc Counry Eugivicer dcems no=sury td caMpltlt sucli
obiigAlieii. Upttn tcuipt oCsuch -written documr.nladoii,
Andrey Cliumov & Iv1 I'nlQghrkiitk +
u...wc•• .
l►t[cbyauUlOtiutl Scerllnk; Savinpe AssociaClpn ~
a,ahNo..
to release to Snokanc Cvunt}• dtac amount of inency roqucstcd up to the maxiinum ;ninunl 1n Ihc savutgs certllicnta. .
, OATCD Utls d.7i• of - ~y`~ •
StcrlIttu S:,ri~ A~Anri~rt.nr
Ai7.0I~SS . ifl,~l~ a1„a
cLrr sraTE zU) : spQkane, wa 99203
• .
PiION$ : 509-624-R7114
' IyRE$lb E:NT . i~arn t,a ~r••~ t bo~.
SECRETARY :
bLVE1.011FJt
57 A rE oF wAShfLvC rorv
:s.s
Courit), ofSpoJka►+e 1 /
Orr 11pls d~rypersvna!!y appcai.!cf bt~lorc nie Andrey Chum v and iva ~olc. heu ~
known to nre to he fhc li~rfJvtdt~af(J) d05GN~~cd In pnd ~c~hn esecutecpthe i~~tl~ura i~nd orrFoit~~ Tii•r~rumen! aid ec~Gson~lcdged lJ~at
!,e/sliehhey .cigtud Ihe srinie os ht.01eritlielr frr!e and votur,tary net rntd deed jor the uses and purpoits rherein stervd
~
GI vnv wnrRM YMalvn ANll OffYCt.l L,tiT11 L this doy oj
. .
1;",ro.v >>Lbira,,s dwdfor rltr Srcire ot rr~n.sh.n»,~wn njic'oJllln~tnrr, restrflng nr Spoknnc
SEP 14 2007 15:00 50947??655 PAGE.03
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0% P-21-20WFRI) 1 3:31 STERLING SAVINGS (FAX)509 747 @150 P. 001/002
~
DATE: Sieptember 21, 2007 STERLING
TO: City of Spo~~~e Valley, Attn Shane Arlt 5AVI N~~ BANK ,
PHOIVE: 509-921-1Q00 FAC: 509-921 -1008
FRDM. Jon Wic4cs, Personal Banker 11
-
PHONE: 509=624-8238
FAX; 509-747-9150
RE: Assignment of CD from Nlay of 1997.
Number vf pages incfuding cover sheet: 2
FA{ CO1lER SHEET
Comments:
Mr_ Nyberg-
I-lere is the assignrr►ent we hold for a CD belvnging to Andrey Churnov of Aundrey7s
Constructian. Would you please research this tv see if a release is in vrder? Thank -
you.
IV1r. Chumov is wishing tv close this CD and cla#ms that the paving work was corripleted
yea rs agv.
I was out ta the proper-ty site #vday and I can affirm that there is paved road in front af
130051 13011 and 13017 E Longfel[ov►r CT.
Jon Wicks
Personal Banker 11
Sterl'tng Savings Bank
Confiderriiaflty raaiice:
The documont(s) accompanyrng #hr's facslmrle tr'ansrrrrssion contarn 1egaJly prrvlleg'ed, conftderr[ral
rrrforrnativn belonging tv the sender. The inforrriatiorr is intended onIy fvr the use af the rndividuat or er+#ity
named above. If yau are not the r'rrtended recipien#, you are herr~by notrfieG that any drsclosure, copying,
dr5trrbutron, or takirag any acfran basetf nn thv contents ❑r thr's {acsrmrfe is strrcfly prohlbi[er1. }f you have
reCedued fhiS faCSlmfle rn errorr, plaase nvfify us rmmedia[ely by folephor+e tv arrarage return vf che arigrrral
docur-r7ent('S) to us_
SEP-21-2007(FPI ) 13 :31 STERLING SAVINGS (FAX) 509 747 9150 P. 002/002
: .
1)13. ;.,.i Lilir'I -i 15 Q;•: ~..'-1:_l-1 t •.i 1;~ P.02
11SS.i.C:KMEN'1'
,
For szcurily pu.iposcs ou(51, _ Andrexi~y,,,_an i q Pa1e.she,hu~---.._....r. Dr~loper
ticrebrj• assigas to SPOKANE COUNTY, a policlcal subclivisiott of the Suilc of Ni'asL.iiigtot►. die lutlo«iiig:
Ssvings Certificate Numler • in tllc fnce amaunt oC $1, 000 . 00 - :
Diicl Iicld 1tt mid vy Ster,l.ink Sr1V~zs Asao-qia.ti.an • ~ &utkN~
Hand of -
Mani co Brancli
ThIs assignnicnt is made as sccurity fc►r Ihe full .wd ('nilltful petlbimal►ce byAa~tzevc}=pZt_ and 3[v,-L-E4leshehuk ;
v..0wvW
,
of certain cocnpledon ot'cor►sLtuctinn inspection and testins for ro:idun~~ yid slonn clrainage constructior► far,
;Craets A,B&C, Short Plat No 95-1043 , specified in the typical section tuid roadway
a•WO ar uuprovemcnLt- specif-icstions and inspccdott statemeut of agreemeiit for said proJect, daled d;ay of , 199 and on Lte ln the Otiice of the Spok.vi. Coiinty Eitgineer.
Any intere6t betlCllt9 ;1CC1tti.ug under S:iid s3i1ng5 CCIl11lCalp S1laJl rentain WC properfy o! shehuk
n...~d
s3vings certificate to bo relettsed [o Andrey Chumov & Zya Poleshehuk ,
Ile~' ebp~r
or any otlier patty nnly with the Qrior wrirtcn cottscnt ajtd agrcewent oF Spokmie Cotutly. PROVIDED, FURI'HFR, the undersign does hereby audiorize S terlina Savins24s AssoSjZ,tinn ►
to pay over lo Spokane Countv all or tt 5ufficienl portion of the mvneys in the savings ecnlflcate referenced hercin above upon
wrI[tcn docuiticnLiUoil being reLeived froni the Spokatto Counlv En&eer indlCating tNal llte purposcs for wldclt Uie savlng.s
certi6cate was aseigmCd ltave nOl been fu)ly and faithfiill} perforntcd oS requEred and a stalement of that amount of moncy,%vlilcb the
Cvttttty Ert&incrr nS cCqulted and a sta.tcmcnt of [hal amount of moncy %%'idclt tlte County Enginecr deems neCcssary to CCLuplele suell
obligation. Upon raceipt of such wrirten docucnentntlou,
Andrev Chumov b Iv.z Polesh~lk '
w+~►~••
lierebyaulliotlzccJ, SterlinR SavinQe AesociaCj= aAua t+aw.e
to rcleasc ta Spokane County chal anouat of inoney [equeslcd up to Ute maximurn an►ounc f,t ihc sa%•Ii,bs ccrtlLicaic,
DA7Z0 llds d;►y of' . 199 .
HANk ; S Cerlinz Savin~~Ass~~an
ADDItESS : 3 n n1~s rr ~n~$1~r~
C1IY S'rATE ZIP ; Spokane, Wa 99203 PRON8 : 509-624-$23A
• PRL• SIDCWT
SECRETAP.Y :
,I ' ~ ' ~1
~ ,
i
~ M . ~ Jeff Lo an, P,E.
1, g ~ ~ ~ Steve Fisher
° P1043 - Fisher h S S ort Plat S P O K A N E ~
C O U N T Y ~ ' ~ Acceptance
DNISION OF ENGINEERING AND ROADS • A DNISION OF THE PUBLIC WORKS DEPARTMENT ' May 7, 1996
William A, ohns, P.E., Coun ~ En ineer Denn's ~ J $ i M. Scott, P,E., Director ,
( Page 2 of 2
i .
May 7, 1996 ~
leff Logan, P.E. 3. The Coun En ' eer's Office will~not release the sure for construction-en ineering serviG ~Y ~ ty g Prino ePrvi~pc ~,,t
Wyatt Engineering until all construction documentation and the certified Record Drawin s have been submitted by tl g ~ mitted by the
Construction Engineer, and acce ted by the County Engineer's Office. . P
Steve Fisher
721 North Pines Road if ou have an uestions lease contact Ed Parr at 456-3600. Thank ou. Y Y9 ~P Y Y
Spokane, WA 99206
Very truly yours,
SUBJECT: SP1043 - Fisher Short Plat
Acceptance William A. Johns, P. E.
Spokane County Engineer Gentlemen:
, e have conducted a general evaluation of our recent submittal for this ro'ec ~.L•
Y p ~ t, and we find that this submittal appears to meet the minimum standards of the S okane Count Stan r Edward J. P, Jr., P.E. p y da ds for Road and Sewer
Construction(the "Standards" . We are therefore able to acce t ur Plan Review En ineer ) , , o a roval of the I g P Y PA p ans and
calculations for this project.
~ encls: Plans (1 set) - Blackline
We are enclosin a blackline rint of the 1 an , , Calculations g p p ans, d a copy of the drama e calculat~ons wlth the Count s g y
acceptance stamp. The original construction lans and calculations are on file at the S okan P p e County , cc: pro~ect file
Engmeer s Office. In accordance with Section 5,02.D of the Standards thi , s acceptance ~s valid unt~l Pat Ha er/Scott En lehard , . ~P g
Ma3 3,1999. If the facilities are not construucted ou ma re uest an extensi n f , Y Y q o o the acceptance for an Dave Berto
additional two years; the lans shall be revised at that tune to reflect current P standards, prlor to grantm Pemvt Technician - Sylvia Lightfoot g
the extension. reviewer comments onl ~ Y)
Please note:
1. The County's acceptance of this submittal does not relieve the S onsor r hi
p o s agents from any liabilrty related to portions of the desi n that are not in conformance with the
g Standards, or wh~ch do not follow good engineering ractice. P
2. All permits and notifications necessar rior to construc;tion are the res onsi ili Y P p b ty of the pro~ect
Sponsor andlor his assigned a ents. Prior to the release of the a nroach ermi ~ g pr p t for connect~on to the
public right-of-way, of finalization of the short lat, either P
(a} the improvements indicated on the lans need to be co P nstructed, all construction
documentation and certified Record Drawin s need to be submitted b the g y Construct~on En ~neer and g
accepted by the County Engineer's Office; or
(b) a surety, acce table to ihe Count En ineer for the r' P Y g , equire construction engineermg
services for this project needs to be osted. The amount of th~s r P su ety ~s $1,040. In add~t~on, the
"Statement of Agreement" for the Construction En ineerin Services need ~ g s to be executed by the Sponsor and the firm providing those services, ai;d returned to the Coun En ineer' : ffi
ty g ~7 ce (Attn. Ed Parry).
1026 W. Broadway Ave. ' Spokane, WA 99260-0170 '(509) 456-3600 FAX: (509) 324-34a8 TDD: (509) 324-3166
. . . . , . . . . . ~ . . . . ~ . . . . . . , . , . , . . . _ , . . , , . . . . . . . . .
-r
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Post-it° Fax Note 7671 Date LAit~
~pages ~To `c~/~►~~~IiP-.S From J
Z
CoJDept. Co.
Phone # Phone ri
Fax # ~Fax #
Q~~ICE OF THri COVNTi EN♦,7iN,G~
SPOK:ANE COUNfiY WASHINGTOH
To: sAM r+AMS
VIM: DAVIE BVJM
DAM- May 8, 1996
3LBMT : DRAINAGE LMGUAGE SP-10 4 3- 9 5
STEVE F'ISHER
The property owners writhiri this shoY•t plat shall be
responeible far keeping apen and maintainiag the
surface psth of natural ar marl-made drainage flaw aver
and acrass their reepective propertiea.
Aiiy building that is c;oYZstructed on a lat iia this shart
plat shall be at such an elevation so as to
pravide positive drainage from a drainage entry
point to the building (including but not limited
to a window well, a window unprotected by a window
well, or a doorway). Said positive drainage shall
consist of a minimum slope of 3% away from the
building for a distance of at least 10 feet from
the building. The lots shall be graded so that
either a) all runoff is routed away from the
building, and conveyed over the lots to a natural
drainage swale or approved drainage facility, or
b) drainage intercepted on the lot is disposed of
on the lot in an approved drainage facility. The
approved drainage facility shall be constructed in
accordance with the approved plans on file at the
County Engineer's Office. Any revisions to the
approved drainage plans must be approved by the
County Engineer's Office prior to construction of
said revisions.
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S P O K A N E C O U N T Y
r- - .
DIVISIOI`i OF ENGINEERING AND ROADS • A DIVI510N OF THE PUBLIC WORKS DEPARTVfENT
4Villiam A. Johns, P.E., County Engineer Dennis M. Scott, P.E., Director
May 21, 1997
Key Bank Of Washington
1633 East First Street
Port Angles, WA 98362
RE: SP 1043
Marilyn Mc Conaghy
Dear Sir or Madam:
Please be advised that the Savings Assignment No.
290412229680 issued by your company as surety for inspection,
testing and drawings of roads and associated drainage facilities
for the above mentioned plat, dated May 28, 1996 in the current
amount of $1,000.00 may now be released.
If you have any questions, feel free to call our office
Very truly yours,
Bill Johns, P.E.
Spokane County Engineer
David A. Berto
Plat Compliance Surveyor
• 1026 W. Broadway Ave. • Spokane, WA 99260-0770 •(509) 456-3600 FAX: (509) 324-3478 TDD: (509) 324-3166
, -
_
ASSIGNMENT
,
T'or security ptirroses only,
~hereby assig
ns to SPOKANE COUN7'Y, a political subdivision of the State of Washington, the Savings Certificate Nurnber
4 1-9-
0D4 a9 ay 1 z.2z
. ~ _ . _
in the face amount of ~ L fltA ,0 A rn~ (5+'~~ ~ A i .
and held in and by 0.c '1 2~A""~ , ~~033 LL ~~i~s f'
~ .
RAnk NrmE~ r
Battd of
k , (A 2~ 2
_ Branch
~
This As~ignment is made as security for the full and faithfi~l performance by
l Y \ , `C~l_AA~C.t n r\ ° I l r l .,-z nv~ A / 1 ~
Develnper 6 %
of certain roads, monuments and drainage facilities for ~
. . ,
Name nf Da•elopmenl
specifed in the typical section and roadway improvements specifications for said project, dated day of , 199_.
nnd on file in the Office of the Spokane County Engineer.
Any interest benefits accruing undEr said sivings certifcate shall remain the rroperty of
• bevetaper
savmgs certificate to be released to V\n ~A A
DeveMper ~ ~ -
or any other party only ivith the prior written consent and agreement of Spokane County. ~
/ PROVIDED, FURTFTER, the u~idersi i does iereby autfaorize
e
sOfficient to pay over ta Spokane Count}~ all or a portion of thk.onies in the savings certificate referenced hereinabove upan writtett
documentation being received from the Spokane County Engineer indicating that the ptirposes for which the savings certificate was
assigned have not been fiilly and faithfully performed as required and a statement of that amaunt of money which the County
Engineer as required nnd a statement of that amount of money which the County Engineer deems necessary (o complete suc{i
obligation. Upon receipt of such written documentation,
a ,.~Q. j,_ c
n~.•~i~~~ U
~
hereby authorized nA x
Bank~dnme ~
to release to Spokane Cotmty that airfount af mvney requested up to the maxitnum amount in the savings certificate.
DATED this 2$tb day of tvrAy 1996
.
EinNK : Kev Bank of Washinaton ,
/1DDRESS : 1633 East First Street ,
CITY ST/1TE Zli' : Port Angeles, Wa 98362 ~
PIIONE : l '160 )4c;9-4~~1'4 . ,
PRFS1DfNT :
,
sECRETnRv :
,
- t.
EVELOPER : ,c
DI)AI
~
STATEF OI' WASHINGTON )
Ciallam : ss
County of Spokw )
Ort tlris day per.connlly nPrenred hefore me Nlari 1 vn MrC'nnarrh17 knoum to nre to be the individnal(.s) described in a»d who exectited 1he witlrrrt nnd foregnirrg instn1nrQnt and acknoivledged thnt
he/she/they ,sr.gned tTie same as lrr.s/lter/their free crnd volrurtary act anri deed for tlle uses and prirposes tl:ereirt stated.
_ GIVE { ~ SEA.L tl:is ? dcry of NraNT , 19 96
rvoTAR7PUUC
STATE OF W20
JNEII THNotary ~ilic in n~rd for the Stal nf VI'n.c/rsingion
My /lppolntment 0.1998
oJ Washington, re
sidrirg atX~i~ Port Angeles
My Commission Expires 9/20/98 .
^ ba
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,
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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
May 7, 1996
Jeff Logan, P.E.
Wyatt Engineering
Steve Fisher
721 North Pines Road
Spokane, WA 99206
SUBJECT: SP1043 - Fisher Short Plat
Acceptance
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(the "Standards"). We are, therefore, able to accept your approval of the plans and
calculations for this project.
We are enclosing a blackline print of the plans, and a copy of the drainage calculations with the County's
acceptance stamp. The original construction plans and calculations are on file at the Spokane County
Engineer's Office. In accordance with Section 5.02.D of the Standards, this acceptance is valid until
May 3, 1999. If the facilities are not constructed, you may request an extension of the acceptance for an
additional two years; the plans shall be revised at that time to reflect current standards, 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. Prior to the release of the approach permit for connection to the
public right-of-way, of finalization of the short plat, either
(a) the improvements indicated on the plans need to be constructed, all construction
documentation and certified Record Drawings need to be submitted by the Construction Engineer and
accepted by the County Engineer's Office; or
(b) a surety, acceptable to the County Engineer, for the require construction engineering
services for this project needs to be posted. The amount of this surety is $1,000. In addition, the
"Statement of Agreement" for the Construction Engineering Services needs to be executed by the Sponsor
and the firm providing those services, and returned to the County Engineer's Office (Attn: Ed Parry).
1026 W. Broadway Ave. 0 Spokane, WA 99260-0170 •(509) 456-3600 FAX: (509) 329-3478 TDD: (509) 324-3166
~
~
Jeff Logan, P.E.
Steve Fisher
SP1043 - Fisher Short Plat
Acceptance
May 7, 1996
Page 2 of 2
3. The County Engineer's Office will not release the surety for construction engineering services
until all construction documentation and the certified Record Drawings have been submitted by the
Construction Engineer, and accepted by the County Engineer's Office.
If you have any questions, please contact Ed Parry at 456-3600. Thank you.
Very truly yours,
William A. Johns, P. E.
Spokane County Eogineer
~
Edward J. P r , Jr., P.E.
Plan Review Engineer
encls: Plans (1 se[) - Blackline
Calculations
cc: project file
Pat Harper/Scott Englehard
Dave Berto
Permit Technician - Sylvia Lightfoot
reviewer (comments only)
'S P O KA, 1-4 E O U N T X
DIVISION OF ENGIIVEFRING AND ROADS • A DIVISION OF THE PUBLIC WORKS DEPARTMENT
William A. Johns, P.E., County Engineer Dennis M. Scott, P.E., Director
May 7, 1996
Jeff Logan, P.E.
Wyatt Engineering
Steve Fisher
721 North Pines Road
Spokane, WA 99206
SUBJECT: SP1043 - Fisher Short Plat
Acceptance
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(the "Standards"). We are, therefore, able to accept your approval of the plans and
calculations for this project.
We are enclosing a blackline print of the plans, and a copy of the drainage calculations with the County's
acceptance stamp. The original construction plans and calculations are on file at the Spokane County
Engineer's Office. In accordance with Section 5.02.D of the Standards, this acceptance is valid until
May 3, 1999. If the facilities are not constructed, you may request an extension of the acceptance for an
additional two yearrs; the plans shall be revised at that time to reflect current standards, 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. Prior to the release of the approach permit for connection to the
public right-of-way, of finalization of the short plat, either
(a) the improvements indicated o❑ the plans need to be constructed, all construction
documentation and certified Record Drawings need to be submitted by the Constructio❑ Engineer and
accepted by the County Engineer's Office; or
(b) a surety, acceptable to the County Engineer, for the require construction engineering
services for this project needs to be posted. The amount of this surety is $1,000. In addition, the
"Statement of Agreement" for the Construction Engineering Services needs to be executed by the Sponsor
and the firm providing those services, and returned to the County Engineer's Office (Attn: Ed Parry).
1026 W. Broadway Ave. • Spokane, WA 99260-0170 •(509) 456-3600 FAX: (509) 324-3478 TDD: (509) 324-3166
yw
~
Jeff Logan, P.E.
Steve Fisher
SP1043 - Fisher Short Plat
Acceptance
May 7, 1996
Page 2 of 2
3. The County Engineer's Office will not release the surety for construction engineering services
until all construction documentation and the certified Record Drawings have been submitted by the
Construction Engineer, and accepted by the County Engineer's Office.
If you have any questions, please contact Ed Parry at 456-3600. Thank you.
Very truly yours,
William A. Johns, P. E.
Spokane County Engineer
P~
Edward J. P , Jr., P.E.
Plan Review Engineer
encls: Plans (1 set) - Blackline
Calculations
cc: project file
Pat Harper/Scott Englehard
Dave Berto
Permit Technician - Sylvia Lightfoot
reviewer (comments only)
70" V
MAP-
w ~ld~ 3 ~ ~ ~ Ei~7~'6
~ ~,ts( N► Q C~~'31`'►'1
C~LOt
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S P O K A T-4- E 'C O U N T Y
DIVISION OF ENGIN6ERI1\iG AND ROADS • A DNISION OF THF PUBLIC WORKS DFPARTMENT
William A. Johns, P.E., County Engineer Dennis M. Scott, P.E., Director
April 10, 1996
~
Jeff Logan' P.E. IAe
Wyatt Engineering
~ Steve Fisher
Tomlinson Black Valley, Inc.
721 North Pines Road
Spokane, WA 99206
SUBJECT: SP1043 - Fisher Short Plat
Submittal Not Accepted at This Time
Gentlemen:
On February 19, 1996, we sent a letter describing the general requirements of the review process for this
project. On March 12, 1996, I met with Mr. Logan to discuss the design review process and the design
parameters for roads and drainage on this project. At that time, we ciiscussed in more detail the
requirements of the review process; the "Pre-Submittal" checklist was one of the items discussed in
detail. On April 5, 1996, we received your latest submittal of plans and calculations for this project; we
returned this submittal with a listing of items that were certified by you as includecl in the submirtal, but
which were, in fact, not included. We received your most recent resubmittal of the project plans and
calculations on April 9, 1995. We are uoable to accept your submittal at this time. Our preliminary review of this latest submittal
reveals that the calculations still do not bear the Design Engineer's certification statement, as required
in the Standards, and one of the P.E. stamps on the plans does not bear the Engineer's signature and date
signed. ln acidition, only one copy of the plans were submitted. Your submittal cllecklist certifies that the
calculations contained the required certification, that the P.E. stamp on the plans was signed and dated,
and that 2 copies of the plans were included in the submittal package. Only one copy of the last suhmittal
was returned to you, as the County maintains one copy from each submittal on file.
When you sign the submittal checklist, you are certifying that the information is true. Under the
provisions of RCW §18.43.105 and WAC §196-27-020, it appears that falsely certifying information may
constitute professional misconduct, and may result in the filing of a complaint with the State Board of
Registration for Professional Engineers and Land Surveyors.
1026 W. Broadway Ave. 0 Spokane, WA 99260-0170 0 (509) 456-3600 FAX: (509) 324-3478 TDD: (509) 324-3166
SP1043 - Fisher Short Plat
Submittal Not Accepted at This Time
Jeff Logan, P.E.
Steve Fisher
April 10, 1996
Page 2 of 2
We are unable to accept your submittal at this time. It is apparent that some misunderstanding of the
process exists on your part. The County Engineer's Office will not accept any further submittals for this
project until you have met with my staff to review the required review process. Please contact Ed Parry,
at 456-3600, to schedule a meeting on this matter.
Sincerely,
~
/
am A. Johns, P.E.
Spokane County Engineer
cc: project file
Spokane County Public Works: Dennis Scott, P.E. '
Spokane County Engineer: Bill Johns, P.E.
reviewer
e
. : SPOB:ANIE CV O ROAD & DP:A,INAGE
~ SIJBN=AL CHFCKLIST
PROJECT# S~Ur~7 PL AT I d~3- t~ DATE: 3) 1
PROJECT NaME: s4 CfZ SKa R-T PLA-k
PROJECT SPONSOR: 57 EV C F- 1 SV~ c- tZ TF-L # li Z Z-- 7c.f UG
PROJECT ENGLN-ci-Er2: WY A T"= E gg 113 U ~£1tiX-j Te" LC54n TEL; 3 Lg - 513 9
(Road s Dtainaee Pxns-
PROJEC i SLIR~ -tYOR: w YA ~%T E N G I A? ~ E_ ~ t~1.,•G ~J r`~i MG r-k-'5rEL R 3 Z-S S t 3 G
(Plat)
PLEaSE PRONTDE A RESPOtiSE TO EA,,--H OF THE FOLLONNTLVG TTE]NiS.
f GEh'ER-kL i .
~'d C.~/- i. ..signed ':~GREEMEti'T TO P:~1' FEES` :orm aas bern submitced to Spo'~:: t Counn:1one ttit~ an~
--piicabld ri:: te:s, prior co a.nv pre-dtsiga-:::_ubniictal me-tring
~•a .;A
iava coP~~ .~i, a.nd have ...\ieu•ed tb. mos: . ni ;ondiaoas of a roval a.nd aati• :,ISi'MDN
C ~ ' PP . S rea~r~..~rnr
and cond.icioms of approval have been i.ncorpc =:ed in chis plan submiccal.
PROJECT HSIG\
~ '-►c,i^ t
ya o S A r` :i vie .-OLt1^:::-d IDl ".:m Oi OD_ D::tic_ _ _ 17:; tlll2 \iicb Spokan., ~ Coun.,• 1..„_._•0ioDm_ .:.F
r.
; _ ~ , -r,. ,
~::,•ic~ 'En•-i.v.~:< «u.. ~r.. ~ y_ m~~n, ~ .,n srain:_e desig-n approach.
,•e, - v:A C✓ . - P o , , v d- ` ` . _
e in..1L,... ch., r..su1L or ...n~ eoc__~n..w :-rimg chac is r_oquired by che desi~ ~0proach co ~•e:ir. _oL
D ^-Tamecers.
V« ~ b-•.~ :hLav.- incluet-J any requir-.-,:, pavemenc .,.:?:•,iladons on new Public ro---c~zv
, s 2s r~uir__ b•.: rhe
"SPOI;AINE COLT.N"rY ST3.»kRDS FOR ROAD A:\M SEWER COtiSTRL=CTIO`"', :ate.sz t:.iac.n.
~•a ~ = r ~ , .
.-a_ road an~ ;►rainage pla= zompl~j ~ich ;h:":T:~i.N`DARD ROA.D PLA:" reat:i.:-~mencs for plan. Lroaie,
azd typi;.al ::-o_s se.rion e:tmencs: cocuint--: :_'.*5P0KA:\~E COLT\'TI' STAINTD.ARDS FOR ROAD :L`-D
T«T-R CONSTRUCTION" !ac--st "irieZ _.:_nN a; allowed c.hrouQh approve;: .:---siQn deviadons.
- = - - draina,. : toor incor:*:,rrces cht! =r.is=_ ::.qi:irements for 2 storm srain:.c: a.naivsis 2S no:~::
~-M a.nd iceas whi.::-A are appr0pra:= =."oastratz! chac che desien me--_ -0 requi:-°menz.z ;he
~~oka.n~ C~~n• Guidelin~ io: Sco:mwa::- ~~2.na.s?emenc :zcepc as allowec ~.z.~ouQh appro~~~~
'_viaraoas. -
b A ` xmplew -.,Lminag° basin ^~~,n vich c:m-: _:.._e=raaon Pac.hs shown has be-_ -Iuded ch-z
^;:drolog}• ;.::z.daaons. Dnai.n,ag= basi- maz __~w•~ :opograpay. proposed dra.iza2= f~acures. and
.~zcn hydroloz-: ;alcularions.
Y« C' .=11 applicabi: zaffic signins rrquirem.nu ar= =_c and have _~t
~E=~y~~~~ Plan suomicta.i.
Y~ ~.`8. I have includtd copies of all approved DESIG` DEVIAT'IONS n~ for chis proj~c.
'
va ~ ~A G 9 The plans and drainage reporc are stamped. :igned, and dased', an+d co - licable cerrincarion
5m~~~ (;~J COUNN ~ •
scaccmenc. SppKANE
~1 5~4~
1
. ~ 0Pc.,,,~s
Ytl ~~vA~ 10. I have inciud~ an adcquarr ~rosion conuol P~ a~d aPP~cable standard Plan noces.
Y« ~ ~ .VA ~ 11. I have securcd approvals from all applicablc oi.--side agencies such as finc districrs where applicablc and have
includcd prooi of thcir appro%als..
:
Y« 0 ~0 ~AC3 12. I have provioed an aczepcablc means for p--peru,al :e of Str= a,nd drainagc faciiiries chac is
'aacpEable co Spokane Countti and have securtd ind includod enu~
..f ` ~
Y« ~uAO 13. I have rtvicw+cd thc plaas. calrulirioas aod otbc: svbauaal f . EZcy and -~:onsi~
~ a
and have submi copies of Blans (1; 'r~poQ
~ `..1 understand chat thc ctquiremcnts ooccL .,ovr anc thc minimum rcquircmcnts nxcs.cary o pcrform a cursocy revicw of thc prvj,
, i plaa,, and chac additional iafocmaaon should bc includai wicb chis svbmicral as ncrrssary.
I underscand chac chis submitcal will be chcckcd for completcncss prior co revicw, and chac ic will bc recurned for fiutbcr iaformaa,
if ic is found co bc incamplcu.
I underst.and that this submittal will not be accepted for reciew (and placed on the review list) untU all required inforinatic
has been submiaed.
Form complecrd by che responsible Enginerr: S e~+
~
Companv: c~~ s\'~
~
Addr---SS: w r ~ C3 ~'~c l~;,~ Q y ~ I t Q► ~~o k~ C't Gt 2..G
1 L:p :Od.
Jzc--:
FbR ~'''MAJN LN. N Y
Acr..-:+c_d f r re'.-iew.
Y ~C ttZ h-._lj ' t0: _Z10Bllti2~ CA: [h~
G---:NcRA.i.. ITEti - :
PRJTEC T DESIG\ 4D itZ4G4-A* wQftaj -iY ~rx4f V /;Ut 1H
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sz►~: At 1, m m ev C&5 c A J A t . 3 )
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Fonm rensrnzd co: ICON , d c . ~AXA~ C
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Company: 51
Address:
lo qlg
Dam:
• B ~~a,~d ~ Wgks ~ . ~'J } Spoicane County Pd bGc Development Scrvices \j
to J~v
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.~fi.v~- e+~ j►~^b r~ ~C a►~~
74'~... c~,&~
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S P O K A N E s~ '1 C O UT.'7' T X
DNISION OF ENGINEERING AND ROADS • A DIVISION OF THE PUBLIC WORKS DEPARTMENT
William A. johns, P.E., County Engineer Dennis M. Scott, P.E., Director
April 8, 1996
Jeff Logan, P.E.
Wyatt Engineering
Steve Fisher Tomlinson Black Valley, Inc.
721 North Pines Road
Spokane, WA 99206
SUBJECT: SP104 isher Short Plat
ubmittal Not Accepted at This Time
Gentlemen:
On February 19, 1996, we sent a letter describing the general requirements of the review process for this
project. On March 12, 1996, I met with Mr. Logan to discuss the design review process and the design
parameters for roads and drainage on this project. At that time, we discussed in more detail the
requirements of the review process; the "Pre-Submittal" checklist was one of the items discussed in
detail. On April 5, 1996, we received your latest submittal of plans and calculations for this project.
We are unable to accept your submittal at this time. We note that the Pre-Submittal Checklist was not
inclucied in this submittal; this item is needed, as the Sponsor's Design Engineer is required to certify
that each submittal contains at least the basic information necessary to determine whether or not the plans
meet the applicable standards. Please ensure that the Pre-Submittal Checklist has been completed, and
that the Checklist as well as all the necessary information, is included in the next submittal of the plans
and calculations for this project. Should you have any further questions on the plan review process for
this project, please call Ed Parry at 456-3600 to establish a mutually convenient time to meet and discuss
your questions.
S incerely,
William A. Johns, P.E.
Spokane County Engineer
P e-.
~
Edward . , Jr., P.E.
Plan Review Engineer
encls: Plans (2 sets)
Calculations (2 copies)
cc:/roject file
Spokane Counry Public Works: Dennis Scott, P.E.
Spokane County Engineer: Bill Johns, P.E.
reviewer
1026 W. Broadway Ave. • Spokane, WA 99260-0170 9 (509) 456-3600 FAX: (509) 324-3478 TDD: (509) 324-3166
•
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April 3, 1996 r~
Mr. Edward Parre '
Spokane County Engineering
W 1026 Broadway Avenue RE
Spokane, WA 99201
~
RE: Fischer Short Plat ~NG1N~ ~
~ppKl►KECOU@i~`1
Dear Mr. Parre: -
Attached are the calculations for the 8" Corrugated Metal Fipe (CMP) culvert. You will find a copy
of: contributing drainage area (DA2) map for the CMP only, surface runoff calculations, and culvert
design calculations.
The contributing area is delineated as the area upslope of the CMP inlet. The area will consist of
portions of lots 3 and 4 and all of the unplatted lot (conservative).
The Rational Method was used to determine the surface runoff for the contributing area. The runoff
calculations are based on postdevelopment conditions. Three homes (or DUs) will be constructed
within the contributing drainage area. Therefore, a C factor of 0.40 is used (4 DU/GA) based on the
relation of DU per GA.
An 8 inch CMP is specified in both the calculations and on the prepared roadway plans. The design is
based on the CMP flowing approximately half full allowing for freezing conditions. The Haestad
Methods Flowmaster computer program worksheet is provided for your review. The worksheet is
based on the Manning Equation for open channel flow.
Pleas do not hesitate to call me directly at (509) 328-5139, if there are any questions or you require
any additional information.
Sincerel ,
y wnsy
Wyatt Engineering, Inc. .4' • d~~~ Po
` Kevin M. Dragon, EIT Design Engineer , 12494
O G1~-R~
SIO~VAL ~~G
cc: Steve Fischer, Project Sponsor -
ExPiMI-s I I 1,3
I ~
[ kmd C:\WPD0CS\94040L01.wp61 . ti
101 Thain Road W. 1801 Broadway - Sulte 110
Lewiston, ID 83501 Spokane. WA 99201
Ph.: (208) 746•2661 Ph.: (509) 328-5139
Fax: (208) 746•6825 Fax: (509) 328-0423
E1`iG11`{EERS • SURVEYORS • PLAPi1YERS • CONSTRCICTIO[`I MANAGERS
Rational Method Wyatt Engineering, Inc.
95040D01.wq2
Date: March 12, 1998 Page t
Name: Fisher Short PLat
Project: Waodlawn Rd and Longfellow Rd, Spokane County
Basin Name: DA2-CULVERT SIZING ' Design Frequency = 10YR
No. of Subareas: 0
1. Detefmine Time of Concentration:
, Segment 1- Overland Flow, (Average grass cover)
L = 240 ft (Length)
S = 0.0367 ft/ ft (Slope)
n= 0.40 Roughness CoefficieM (Average grass cover)
Ct = 0.15 From Figure 3, Page 6-5, 'Guidelines for Stormwater ManagemenY.
Tc1 = Ct'(l*n/(S ^.5)) ^(0.6); From 'Guidelines for Stormwater ManagemenY. Tc1 = 6.25 min.
Total Tc = 6.25 min
2. Determine Weighted Rurtoff Coefficient (C) and Area:
Area
Surface Type (sf) (acres) C* CA
Single Family Residential (4 DUJGA) 29,604 0.68 0.40 0.27
Asphalt Roadway Pavement 0 0.00 0.98 0.00
Total Drainage Area 29,604 0.68 acres Sum CA = 0.27
Total Impervious Area 0.00 acres
* From Table 1, Page 6-2, 'Guidetines for Stormwater ManagemenY
Weighted C=(sum CA)/(sum A) = 0.400
3. Determine Peak Runoff (Q=CIA):
Ouration (Total Tc) = 8.3 min
Weighted C = 0.400
Intensity (I) = 2.85 in/hr From IDF curve for Spokane, WA
Area (A) = 0.68 acres
Peak 10 YR Discharge (0) = 0.77 cts
GRAPHIC SCALE BUILDING LINE 5ET6AGK 50 o 23 eo tao 200 PROP05E0 10' WIOE UTILITY EASAMENt
0 5ET 5/8' REBAR WI7H PLAStIG
GAP MARKEO 71-5 229616
(IN F
1 inch = 60 ft, ~ FOUND MONUMENT AS NOTED
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A ~ pf ~ I6062 SQ. FT. 16194 5Q. Ft. W
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INSTALL IYPE B DR1'WEl1 ~ 13122 Sp. FT. I WIiH IYPE 4 FRAWIE & CRA1E
EDQE OF ASPhIA1T • 487,5 ~~~~M~ •O / I /
RDAOVE DqSi1NC FENCE AND MP'~8.~7,7 o - LOT 3 c
aEnNsrw. aN aIcxr oF wAr .
swALE eoTraM . 485.5 W 15853 5p, FT. I ~
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uNE coHrwActoR T0 3 SM0M SIZE 30'X30' 01 2✓, ~
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25' COORDINATE WiTH PROPERII' ~ .S
OWNER TO TNE NORTH AS ~ ~ v~ 5 89r1246 E /
Nff.DED. C14
. ~ ~ 25' mm~` ~
. . INSfAl1 5' CURB INLET
EDGE ASPHALT - 488.77
INLET ■ 186.57 Z ~ DRMNAGE V\ INSTALL Fl K 32' f 2 "i~
DITCN OUTLET - 488.0 EASEMENT CMP. ORCN TO ' I Q
3 oor~srRUCr omcN iaro 39.0' ALLOW DRAINAiGE
: . , . ORAINACE SWALE AT t X SLOPE - - - - TO THE WE5T g ~ ry f
INSTALL Zr UFT OF 1 1/Y MINUS I• t~~5 ~ . ~ ~
~ CRUSHED ROCK ALONG DRCH SIDES. ~ ~
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, - ' u"IN& 237,92'
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REMIOYE 18' OF IXfSi1NG EXISTING 20' WIDE $TA: 3+60.34
, CURBING TO ALLOW RQAD UTILITY EASEMENT PER '
25~• WIDTN oF 2o.a HARRIS SuBDIVISI ~ _~A: 10+00
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Circular Channel Analysis & Design
Solved with Manning's Equation
Open Channel - Uniform flow
Worksheet Name: 95040FM1
Comment: CULVERT DESIGN CALCULATIONS
Solve For Actual Depth
Given Input Data:
Diameter.......... 0.67 ft
Slope 0.0300 ft/ft
Manning's n....... 0.024
Discharge......... 0.77 cfs
Computed Results:
Depth 0.40 ft
Velocity.......... 3.49 fps
Flow Area......... 0.22 sf
Critical Depth.... 0.41 ft
Critical Slope.... 0.0272 ft/ft
Percent Full...... 59.90 %
Full Capacity..... 1.15 cfs
QMAX @.94D........ 1.24 cfs
Froude Number..... 1.06 (flow is Supercritical)
~
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Open Channel Flow Module, Version 3.3 (c) 1991
Haestad Methods, Inc. * 37 Brookside Rd * Waterbury, Ct 06708
FAX COVER SHEET "(Cv(
;Spokanc County Engiileer's OCrce - Third Floor Fax # 324-3478
, 1026 W I3IZ0/1llW/\Y SI'OK1\NE, WA 99260 - 1'HONL-' #(509) 456-3600
DATE: (b Ao(o FA.X IN-g~-C403
TO: -Dw-f C~~ P_E,
COMPANY: VJ)AI1" &70(4~
CITY / STATE: NUMBER OF PAGES (INCLUDING COVER SHEET): ~
FRO IYi: PA u, no~w 5 0_E. /.p i p
~
MESSAGE /SPECIAL INSTRUCTION:
fi5K4L 5p. (iw copy fiuCuJS *f 5UAqptc "A-1-11
LAI, ,
n d4nOJA4164'.gr'IoW i X~co f 7~M,wZ&C t-It Orvrrr.
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.
. F-AX C'OVER SHEE----', 0 .
c7zr7 ceNi-qb
. ;Spokane Couiity Engitieer's Office - Third Floor Fax # 324-3478
1026 W 13It0/1DWAY SI'OKANE, WA 99260 - PIIONE #(509) 456-3600
DATE: Cb ~;~~1(o FA.X 3Z$ -c4r23
TO: 14eW "A,z kC~
C0MPANY: GNmT LNG,cNw--~ CITY / STATE:
NUMBER OF PAGES (INCLUDING COVER SHEE-1): 5
8(~
F~o
MESSAGE /SPECIAL INSTRUCTION:
~ Ft5 H,6iZ SFt,cM:c PLA,~- ' ffA-+D &r(-~
c ~
. ' I. ~
S F O K A N E a C O U N T Y
, •
DIVISION OF ENGINEEItiNG AND ROADS • A DIVISION OF THE PUBLIC WORi:S DEPARTMENT
William A. Johns, P.E., County Engineer Dennis M. Scott, P.E., Director .
April 10, 1996
Jeff Logan, P.E.
Wyatt Engineering
Steve Fisher
Tomlinson Black Valley, Inc.
721 Nocth Pines Road
Spokane, WA 99206
SUBJECT: SP1043 - Fisher Short Plat
Submittal Not Accepted at This Time
Gentlemen:
On February 19, 1996, we sent a letter describing the general requirements of the review process for this
project. On March 12, 1996, I met with Mr. Logan to discuss the design review process and the design
parameters for roads and drainage on this project. At that time, we discussed in more detail the
requirements of the review process; the "Pre-Submittal" checklist was one of the items discussed in
detail. On Apri15, 1996, we received your latest submittal of plans and calculations for this project; we
returned this submittal with a listing of items that were certified by you as included in the submittal, but
which were, in fact, not included. We received your most recent resubmittal of the project plans and
calculations on April 9, 1995.
We are unable to accept your submittal at this time. Our preliminary review of this latest submittal
reveals tbat the calculations still do not bear the Design Engineer's certification statement, as required
in the Standards, and one of the P.E. stamps on the plans does not bear the Engineer's signature and date
signed. In addition, only one copy of the plans were submitted. Your subnuttal checklist certifies that the
calculations contained the required certification, that the P.E. stamp on the plans was signed and dated,
and that 2 copies of the plans were included in the submittal package. Only one copy of the last submittal
was returned to you, as the County maintains one copy from each submittal on file.
When you sign the submittal checklist, you are certifying that the information is true. Under the
provisions of RCW § 18.43.105 and WAC § 196-27-020, it appears that falsely certifying information may
constitute professional misconduct, and may result in the filing of a complaint with the State Board of
Registration for Professional Engineers and Land Surveyors.
1026 W. Broadway Ave. 0 Spokane, WA 99260-0170 •(509) 456-3600 FAX: (509) 324-3478 TDD: (509) 324-3166
c ~
SP1043 - Fisher Short Plat
Submittal Not Accepted at This Time
Jeff Logan, P.E.
Steve Fisher
April 10, 1996
Page 2 of 2
We are unable to accept your submittal at this time. It is apparent that some misunderstanding of the
process exists on your part. The County Engineer's Office will not accept any further submittals for this
project until you have met with my staff to review the required review process. Please contact Ed Parry,
at 456-3600, to schedule a meeting on this matter.
Sincerely,
~
/
% -
4 illiam A. Johns, P.E.
Spokane County Engineer
cc: project file
Spokane County Public Works: Dennis Scott, P.E.
Spokane County Engineer: Bill Johns, P.B.
reviewer
r -
SFOKANE Ci., O ROAD & DRAINAGE
SUBNIIT'TAL CEIEC~LIST
r- . PR(7JECT # 5 la C~ 'T P L p+ +T I d`A 3-~ S D ATE: 3 f 1
PROJECT NtL11E: 4 CQ, S H-a R~ PLA 7
PROJECT SPOI~SOR: 5~C E~/ ~ F 1 S N~-C i2 TEL # ~7' z' ^ 7~ UG
PROJECT ENGC ~c- EZ. Y A T'r ~ N ~ k; u Se~-~ A TEL fi~: 3 2- 3 ~ .
(Road ,i Dcainagc Pliss' ~
PROJECT SUR~ -y()R: w~"T E IJ G U- P_ IA,~ c, ~a Ma r' ~.SML Z-S 'S ~,3 ~
(Plac ~
PLEASE PR0NME A RESPOtiSE TO EA~~__H OF 'I-HE FOLLOWLNG IMMS.
~ GENERAL i : E~LS
~•a C - •.A i-- . . ;igned "AGREENiENT TO P A1' FEES" :orm has beten submicced to Spoi=- : Counn} alon-c ~tit: :.n•
=^plicable. ri:.: ie-_s, prior co an\• pre-3^5i*n~,:--.uonurcal metci.ng
ti•« S/A C' :ha ve a co~+,~~t. and have :r~iev~•ed th~ moS: :::~nt zondiaons of approval a.nd an~- ~ISIMDI~S reati:ir.~,~nc~
,:-d condirion: of approval 'nave brn i.ncoroc n:ed i.n chis plan submiccal.
PROJECT HESIG\
Yc, N A r ~i3ve ml '',.Lal Ji ' OII!
••[lll9 \11Lt1 SP0k3II° COL1L':;• ,°.v°IODLUt.^.I LiS'.: .-:7D5
:\•ice, En_^=-=:s v.-here :.g--menc w:: c in dra,inai!e desia-n approach.
C~-- :~ve in-lui-i che resZilt~ o: an~~ geott_hni:.* :-dne thac is Teauired by the desi~ IDproach co ~-e:it-:
pnramecen.
r. -
Y« ~ b--••A : aave includt-d any requirt.,di pavemeat -:,.3J.-,,1acion_c on new Public ro---c\42vs 2s rclouir.- b; che
'SPOKANE COLT.N7Y STA.\DARDS FOR RO.AD A:\M SEWER COtiSTRL'CTIO\'",
i~. a i o~~ ~.ro P O
.-Q_ road a.n~ .;rainage plaw zompl~ \cicin .n. T~..~MARD ROAD PLA.'" reqi.:...m..nts for plan. proni,.,
azd rypi; al :-v_s serrion ::-.ae_ncs con-?in:: _'SPObA:`~E COLJ\'TY STANM:AMS FOR RO AD
FIE'«ER CONSTRUCTION :acesc e-t.:cie: is allow_d chrough aporove,_: ::--siQn deviarions.
Yes dr2inap ::t.~or incor~.~r...c..°s tbe W.ini.m~~.=. ::at:.iremencs for a storm srai~:.g_ 2na.ivsis z: no:.~...-; :n~
V_~i and icem.s wtu.:- are apDropr.a:. ~:onstrak that che desi~n M~°z ~1i requi~-=m~~:: :b~
:pokan- C:;~n~ Guideli.n~ io: Sco:=~~:_- ~:2naJemenc _xcepc as allowec t.rouQh appro\•ed d~:gn
• auons. ~ ~ 6. - :.omple,_- dn:.naQt basin ~,.znc d~,! a: :.-=aaaaon pachs shown has be_: i :-luded cht
drolog}- ,;.~:,iladons. Drai.naQ: basi- mac :opograpay, proposed drair2.:: feacures. :nd =-:c:zLes
•.;ica hvdrolor: ;alcularioas.
Y« L~. "A C" .-.11 applicablt: za.ffic signine requiremenu ar: =_c and have pla.n suomiaa,i.
8. I have includzd copies of all approved DESIG` DE VIATI4NS ~h "n~ for chis proj~c.
~M
Ya zi vA G 9 'Ibc plaas a.nd drai.nage repon are scamped. nmed. and daud, and co ~~Gcable cerdncaaon
sraucment. ,~.'~'`'f N , SppKANE COU~N
. . l~ ~7,~~'1~I V„uP aN Pc,r4~s ~i 5~~
va WA ~ 10. I have included an adequau crosioo coaaml plia and appLcable scandard plan nocm.
ves 2,~ ] vJ3 11. I havc secured approvals from all appiicablc outside agencics such as fire districxs whcre apglicable and have
inciudcd prooi of thuci.r appromals..
:
Ya 0 w0 •~AC3 12. I havc pcoviacd an acccpoblc mcan.s for p-t-pCilm1 cG Of Sa= and dt3inagC fariiirics chaz is
-aa.cpcablc co Spoiane Counn• and havc stcurd ind iaciudtd cnu' N
r-
Y« 0v^ 0 13. I hivc rcvicwcd thc pians. 'oiLs ~nd amcr svbmiaal , lalj EOcy and .~:oasis~cy
'rcpo
and havc. svbmi copies of p 0;
RAR 2 7
193fi
f
1 undqscand chac thc ctquircmcucs oo(a. .,ovc arc tbc minimum rcquiremcnrs nxcs~.car) .o pcrfiorm a cursory rcvicu• of thc pcv}:
, j ~Plau, and chat additional infoimarion should bt includcd wich chis svbmictal as nxrssary.
I;mdcrscand chac chis svbmicYal will bt c6xkcd for complucut-ss prior co review, and chac ic will bc rcnirncd for furber informaa
` if ic is found to be iacomplcu.
I understaud that this submittal will not be accx,pted for review (and placed on the review lisr) until all required infoc=rit
h-as been submitted.
Focm complcc~d b~I che respoasiblc Enginar. 'T eL oa
..3
Companv: G-' A.3 ; ~ ~er N~.
~
:~ddrvss: ~ ~ ~ G ~ C3 a ~ I l ~ ~ ~o k~ ~'r ~ Z-c
~ J ~G 1 Zsp :ocie
Dac--:
FMR 9PO LA...N C: Y N 1
S'L-B LSIi?'aW: Ac;...°~td f r retiew.
_tibmicL o: cht
G=NLRAi. ITEM :
A 4v c~acc- ~ IA
DRO~c : DESicN ~
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a+,~- ~ ~+e~.e ~
Oool cu,~,
:
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Fo:m cectuned co:
~ Company:
Addnss: ~
Dat:: qh
. B}.: Spolcane Counry lic Developmenc Serviccs r
/2/ _
' f A,( ~k
~ z
lti- PA cPX7
WYATT ENGINEERING ~
. ,
T O E~'J P
~ DATE "C PROJECT NAME pIlact
PROJECT NUMBER
GENTI.EMEN :
WE ARE SENDING YOU ❑ ATTACHED ❑ UNDER SEPARATE COVER VIA THE FOLLOWING ITEMS:
❑ SHOP DRAWINGS O PRINTS ❑ PLANS ❑ SAMPI.ES O SPECIFICATIONS
~ COPY OF LETTER ❑ CHANGE ORDER ❑
COPIES DATE OR N0. DESCRIPTION *1 *2 ~3
~...,~c, • A ~ ► ~
P}
tp co~ ~
`Th e SP r.,j c• rd'~' ~
Q Gcr ive.r
0 l.
,
*1- NO EXCEPTIONS NOTED
*2- REVISE a RESUBMIT
*3-REJECTED
THESE ARE TRANSMITTED AS CHECKED:
❑ FOR YOUR USE ❑ RETURNED FOR CORRECTIONS ❑ SUBMIT COPIES FOR DISTRIBUTION
❑ AS REQUESTED ❑ RESUBMIT COPIES FOR APPROVAL ❑ RETURN CORRECTED PRINTS
❑ FOR REVIEW Ek COMMENT ❑ ❑
❑ FOR BIDS DUE 19 ❑ ~
REMARKS: RECEIVED
nn n
11 ~
.1 1
IF ENCLOSURES ARE NOT AS NOTED, KINDLY NOTIFY US AT ONCE. SPQKAfiE COUNn E'yG{NEER,.
r
COPIES TO S IGNED:
~ W. 1801 BROADWAY, SUITE 110 SPOKANE, WA 99201 PH. (509) 328-5139 FAX (509) 328-0423 ,
( ENGINEERS • SURVEYORS • PLANNERS • CONSTRUCTION MANAGERS )
Printcreft
F. ~ .
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~"UUN (Y ENGINEFR'S OF E ~
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25' WIDE EASEMENT riFrurzri fo couNTY ENGiNE 8
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AorcH 4.0' ,o.o0 - ,o.o0 ~ F ECEIVED
µ41C, S~ ~ Nc ~ YYP. 2X Typ' ~~SnpG
~No APR Q q 1~qfi
~OA~ 4: 1` zr z:+ ~ o
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flD.s- Y CLASS `ir /ISPHAL7 CONCRETE COM'AINING SPOKANE COUNTY ENGIN R
INSTALL GRASS 5 3/4X TO 6 1/4X ASPHALT ON 4" CRUSHEO .
SOD OR TURF ROCK TOP COURSE IN ACCORDANCE WITH WSDOT •
(TYPICAL) SPECIflCAl10NS INCORPORAl1NG THE "R" VALUE tn z
SUBMfiIED WtTN THESE PIANS TO SPOKANE COUNTY. o ~
PRIVATE DRIVE TYPICAL SECTION _
, GUIDELINES FQR STORMWATER MAMAGEMENT. .
ALL DESIGN DLVIATIONS HAVE BEEN APPROVED
(ANE BY 1HE SPQKANE COUNTY ENGINEFR:-I-.APPROVE
AS . , 1NESE PLANS FOR CONS fRUCTION. I '
V
SOURCE: SPOKANE COUNTY/"STANDARO
%TE. THE
i UTILITIES. ~ Zt~04 "Iyi,~ ION OF Gj,
.OM
N
tOVED ROAD PROFES IONAL ENGiNEE Q~0
d~
•PROGRESS. p
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FICE, O ,n ;
S SIGNATURE ; ~
; oR DEVEL ~'ER'
3v~i~:-
ULLY
qDg, I NAVE REVIEWD TFiIS--P6AN-AN F
~UNDERSTAND THE INTENT OF 1'HIS PLAN
(AS OUTLINED) AND ALL REQUIREMENTS SET '
_OCATING FORTN.
Z000
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v ~ .
~.OPrsClAL PUBUC DOCUMENT
!SPOK.aP,!c cauNrr ENGirvEEa'S OFFICE
.
' t•,,~ ~ ~ ~ Na Fl$he[ $}lOrt Plat
~ Four Lot Residential
05
Subdivision
R_ TvRN To couNTY ENcMCE1VED -
Basis of Design of Stormwater System: APR p 9 1996
SpOKANE COUNTY ENGINEER
The intent of this design brief is to deterrnine the peak stormwater runoff, required "208" swale size,
and minimurn curb opening as a result of a four lot subdivision. The subdivision is located at the end
of Longfellow Road, between Woodlawn Road and McDonald Road in Spokane County, «7ashington
(NW 1/4, S3, T25N, R44 EWIv).
The project area generally slopes from east to west with a siope of appro.rimately 3.67%. According
to the Soils Conservation Service (SCS), the native soils consist of Garrison gravellN• loam (GgA).
See attached copies of the SCS map and Nontechnical Soils Description Report.
In addition to four residential lots, the subdivision will consist of approximately 120 LF of new road
construction and approximately 230 LF of a newly constructed private driveway. A drainage ditch
will be located on the north side of the new private drive to collect stormwater. The driveway will be
craded such that stormwater will drain toward the ditch. An 8 inch diameter croSS culvert will be used
at the "hammer head" Turn Around.
Attached are two worksheets which deterniine the peak stormwater rtuloff for both the overall project
(DA1) and the Road Only. In each case, the rational method (Q=CIA) is used to deternune the peak
stormwater runoff based on a 10 YR desiQn frequency. The time of concentration (tc) for each case is
deterrnined by anticipated grading chanaes and surface types as the outlined in the "Guidelines for
Stormwater Management", Spokane County, WA. Using the Intensity-Duration Curve for the Spokane
area, the corresponding intensity (n is determined for each time of concentration.
Using the types of surfaces within the drainaQe basin and respective surface areas. a weighted runoff
coefficient (C) is calculated. Vegetative cover (grass) is assumed in the location ot the proposed
drainage swale. The determined peak lOYR stormwater runoff (Qpeak) for the overall project (DA1)
is 1.71 cfs.
A grassed percolation area ("208" swale) will be used to collect and treat the first 1/2 inch of runoff
generated by the impervious road area. The "208" drainage swale will be located along the southwest
corner of the project area. The "208" swale will be installed with an approxunate depth of 1 foot.
One Drywell (Spokane County, Type B) will also be installed within the swale to provide a means of
outflow durina the lOYR stormwater event. The drywell rim elevation will be 0.5 feet above the
swale bottom.
The Bowstring Method was used to evaluate the performance of the "208 swale" and Drywell under
the lOYR stormwater event. A total storage capacity of 849 cubic feet (cf) is required in order to
detain the event. Since the "208 Swale" capacity is 501.1 ef, the remaining capacity will be 0.30 feet ~
above the drywell rim. '
~
~
1996. Wyatt Fngineering (95040) STORMWATER
March 12, 1996 SBD-1 DESIGN BRIEF ~
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Fsher Short Plat
f Four Lot Residential
Subdivision
The determined peak lOYR stormwater runoff (Qpeak) for the Road Onlv is 0.45 cfs. The peak nuioff
is used to deternune the length of curb ogening. The curb opening will consist of a full curb
depression and is located at the low point of the new road construction. A 5.0 foot length of opening
is required.
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Sj4NAL S'~
EXPIRES 06/22J~Lj ~
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1996. Wyut Engineaing (95040) STORMWATER :
Feb:uary 13, 1946 SgD_2 DFSIGN BRIEF ~
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SPOKANE COUNTY OFFICE OF COUNTY ENGINEERS
' CALCULATION SHEET
Description: 415'&KMVL-bkl'- (Z Project No.:
Colc. by: Date: ~'C6 Title:
Checked by : Dcte : Sheet of
Notes :
ustr
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f,t'~IFtGA~NJ 5
tMAM-4 wn45 $ 104$
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` SPOKANE COUNTY 'TERIM ROA3D & DRAINAGE
SLJBMITTA:L C~EECIKLIST
PROJECT # DATE:
PROJECT NAME:
PROJECT SPONSOR , TEL #
PROJECT ENGINEER: TEL #
(Road & Drainage Plans)
PROJECT SURVEYOR: TEL #
(Ptac)
PLEASE PROVIDE A RESPONSE TO EACH OF THE FOLLOWIlYG ITEMS.
GENERAL ITEMS
Yes 0 No a N/A ~ 1. A signed "AGREEMENT TO PAY FEES" form has been submitted to Spokane County along with any
applicable plac fees, prior to any pre-design/presubmittal meering
Yes E] 14- QN/n Cl 2. I llave a copy of, and have reviewed the mosc recent conditions of approval and any EISIVIDNS requiremencs
and conditions of approval have been incorporaced in chis plan submittal.
PROJECT DESIGN
Yes CINo C] !v/A Q 1. I have completed a minimum of one pre-ciesign meeting with Spokane County Development Engi.neering
Services Engineers where agreement was reached on drainage design approach.
Yes 11 •o 11 N/A 11 2. I liave included the results of any geocechnical tesang that is required by the design approach co verify design
paramecers.
Yes 0 ro EINIn 0 3. I have included any required pavemenc design calculations on new Public roadways as required by the
"SPOK;ANE COLJNTY STANDA.RDS FOR ROAD AND SEWER CONSTRUCTION", lacesc edirion.
Yes 0 no 0 wn Cl 4. The road and drainage plans comply winc the"STANDARD ROAD PLAN" requirements for plan, prohle,
and cypical cross secrion elemencs concained in"SPOK:ANE COUNTY STANDARDS FOR ROAD AND
SEWER CONSIRUCTION" latest edirio❑ except as allowed through approved design deviations.
,rp Q•ro 0N/A 0 5. T'he cirainage repon incorporaces che minimum requirements for a storm dra.inage analysis as noced in the
GSM and other icems which are appropriace to demonstrate that the design meets all requixemencs ot the
Spokane County Guideliues for Stotmwacer Managemenc excepc as allowed chrough approved design
deviadons.
Yes 0:vo o N/A 1:1 6. A complece cirainage basin map with time of concencraaon paths shown has been included winc dhe detailed
hydrolog}r calculaaons. Drainage basin map shows topography, proposed drainage features, and correlaces
wirh hydrology calculadons.
Yw OHo 0 r,/n O 7. All anplicable traffic signing requiremencs are met and have been incorporated in the plan submictal:
Yes Q r+o 0 NIn ~ 8. I have inciuded copies of all approved DESIGN DEVIATIONS which are required for this projecc.
Yes N. 0 N/A Q 9. The plans and drainage repon are stamped, signed, and dated, and contains, the applicable certificadon
statement.
Y. 0;vo 11 N/A a 10. I have included an adequate erosion control plan and applicable standard plan notes.
Yes 11 N. a N/A E] 11. I have secured approvals from all applicable outside agencies such as fire districts where applicable and have
included proof of their approvals..
va 0 rro C3Y/A E] 12. I have provideci an acceptable mea.ns for perpetual maintenance of street and drainage facilities chat is
acceptable to Spokane County and have secured and included copies of any required easements.
va 0 -4o 0 N/A ~ 13. I have reviewed the plans, calculadons and other submittal data for completeness, accuracy and consistency
aad have submitted cwo copies of plans and (1) bound cirainage report.
Uckplatv 1.O/May95 1
I undLerstand that the requirements noted above are the minimum requirements necessary to perform a cursory review of the project
plans, and cbat additional information should be inciuded with this submittal as necessary.
I understand that this submittal will be checked for completeness prior to review, and that it will be returned for further informacion
if ic is found to be incomplete.
I understand that this submittal will not be accepted for review (and placed on the review list) until all required information
has been submitted.
Form compleced by the responsible Engineer:
Company:
Address: .
Zip code
Date:
FUR SPUKANE CUiJNTY iJSE UNLY
SUBMITTAI.: Accepted for review.
Returned for submittal of the following:
GEiNERAL ITEIvi # :
PRO7ECT DESIGN # :
RESUBMITTAL ITEVI
Form remrned to:
Compa.ny: ~ Address:
Dace:
By:
Spokane Councy Public Works Development Services
Uckplatv l .O/N[ay95 2
Standard Plan Notes for Developer Plan Submittals
1) All work and materials shall be in conformance with the "SPOKANE COUNTY STANDARDS FOR
ROAD AiVD SEWER CONSTRUCTION 1995", and as amended. 2) Locations of existing utilities shown in the plans are approximate. The Contractor shall be
responsible for locating all underground utilities. Any conflicting utilities shall be relocated prior
to construction of road and drainage facilities.
3) The Contractor is required to have a complete set of the approved road and drainage plans on the
job site whenever construction is in progress.
4) If the Contractor discovers any discrepancies between the plans and existing conditions encountered,
the Contractor shall immediately notify the Design Engineer and the Spokane County Engineer's
Office.
5) For construction of drywells, install filter fabric (Amoco 4545 or approved equivalent) between the
drywell barrel and the washed drainrock, and between the washed drainrock and the native soils.
6) Prior to site construction, the Contractor is responsible for locating underground utilities. Call the
underground utility location service at 456-8000 before you dig.
Optional Notes (when applicable to nroject),
7) For any curb grades less than 0.8% (0.008 ft/ft), a Washington State-licensed Professional Land
Surveyor shall verify that the curb forms are at the grades noted on the approved plans, prior to
placement of curb material. The Contractor is responsible for arranging and coordinating work
with the Professional Land Surveyor.
8) The Contractor shall employ a Licensed Surveyor to verify that the cross-gutter forms are at the
correct plan grade and elevation prior to conerete placement. The cross-gutters shall be constructed
prior to paving, and the pavement shall then match the edge of the concrete cross-gutter
Use note #9 whenever '208' swales are used:
9) The floor ot a 208 swale includes the level ponion of the floor of the swale, and tbe sideslopes of
the swale up to the 208 overtlow elevation or top of drywell. The soil located in the floor ot a 208
swale shall be a medium to well-draining material, with a minimum inTiltration rate of 0.5 inches
per hour. The Engineer shall provide a written statement which verifies that all '208' swales conform
to this requirement. This written statement shall be submitted to the Spokane Counry Engineer's
Office prior to installing finished landscaping/sod and prior to final acceptance. The swale tloor
material shall be installed to a native soil stratum which also meets or exceeds this minimum
percolation rate of 0.5 inches per hour
Standard Erosion Control Notes
These notes are to be included in the plan set when erosion control facilities are required and incorporated
into the plans.
ER1) An Erosion/Sedimentation Control (ESC) plan is required for this project. Implementation of the
ESC plan, and construction, maintenance, and upgrading of the ESC facilities are the responsibiliry
of the Developer until all construction is completed and accepted by Spokane County, or until
vegetation is established throughout the site, and accepted by Spokane Counry, whichever is later.
ER2) Approval of the ESC plan does not constitute approval of any of the proposed road, storm drainage,
grading or utility design elements shown on the ESC plan.
ER3) The erosion/sedimentation control measures shown are the minimum requirements for the anticipated
site conditions. The Contractor shall inspect and maintain these ESC measures daily, and shall
maintain and upgrade these measures as necessary to prevent sediment-laden water from either
flowing off the site, or ioto new/existing storm drainage facilities, such as drywells, culverts, or
gravel galleries. .
ER4) The Contractor/Developer is responsible for installing Rock Construction Entries at any and all
locations used to enter or exit the project site.
~ -
STATEMENT OF AGREEMENT ~
.:.:.::::.>.::::::::.~<:.;:~:::.:r:r.:~,:::::::::.::.:...::.:.::.::.r<..F.:::.;.::::~:::=;.::..:.. ~:z>•:.:~::.~..rf.::;:~.. .
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. ? ; ,w,... ;.yy..?;.¢,r.; .....,:t: ti . , ~:::.~.'•io- •::;c•: = . . • . .
~as entered ~ `coritractual~ agr~e~emerit
w...... ..~:::i~iep~'ing ( "ENGINEER" ) for construction engineering
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. . .
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s e rv i c e s ~
. .y' _:v::::.•r:~•r.w.~.-. • . " • . ; . ;::;::..i {ti:5}:•r::::.::.:.. . • :.:.~:....:•}.'i~k .
1. The scope oth~e~seervices inciudes, bu~t"is not "limi. ted ~to.::.~:--::
A) Daily observatian and reporting of construction activities
on this project;
B) Maintenance of all construction records related to this
project, to include, but not limited to daily inspection reports,
manufacturer's certifications, material test reports, and
correspondence;
C) Assurance that the construction of the roads and °
appurtenant drainage facilities is according to the plans accepted
by the Spokane County Engineer, Spokane County General Provisions,
the Standard Specifications, and applicable portions of the WSDOT
Construction Manual;
D) Development of Record Drawings; and
E) Testing of construction materials for compliance to the
plans accepted by the Spokane County Engineer, Spokane County
General Provisions, the Standard Specifications, and applicable
portions of the WSDOT Construction Manual,
all according to the edition of the "Spokane County Standards for
Road and Sewer Construction" governing this project.
2. Prior to acceptance of the roads and drainage facilities by
Spokane County, the Engineer shall submit all construction records
and the Record Drawings to the Spokane County Engineer
3. The cost of the Construction Engineering Sexvices for the
proj ect is :
=.r...
DATED this day of , 1994
Page - 1
, -
....~.,x}•. .h..... r... ~ -
.r..rr:•::~h•:;••~ .
:::..:::r.,•.,•.~::::::.~:
~ G~ashington Corporation
By..
.
Pr~e s ia ent
STATE OF WASHINGTON )
) ss
County of Spokane )
I certify that I know or have satisfactory evidence that
..is the person who appeared before me, and that said person
acknowledged that he signed this instrument, on oath stated that he
was authorized to execute this instrument, and acknowledged it as
the President of Ni~:; -
En ~
e.s..;._.;.:::.a Washington
' ..:...\ti.Lti'i:.•ii~ . . ................14:.Y:ti'.:~::...... . ~ •.::::•::L
corporation, to be the ~ree and l~untary act of said corporation,
for the uses and purposes therein mentioned in the instrument.
Dated this day of , 1994.
NOTARY PUBLIC in and for the State
of Washington, residing at .
My appointment expires .
DATED this day of , 1994
Page - 2
.
Z*.. .E
~ Washlrigton...Corporat'iori
By
~ .c~e n..:: . t.::::.:
Pres~
STATE OF WASHINGTON )
) ss
County of Spokane )
I certify that I know or have satisfactory evidence that I
i~..,
T-1is the person who appeared before me, and that said person..
~ackriowledged that he signed this instrument, on oath stated that he
was authorized to execute this instrument, and acknowledged it as
the President of .::~::::~~;~=~:~:.n:~e~~i~:ei~~~ a Washin ton
~ . . . . g
. .
.
- corporation, to be t~ie~ f ree..andvoTuntaryact o~ said corporation,
for the uses and purposes therein mentioned in the instrument.
Dated this day of , 1994.
NOTARY PUBLIC in and for the State
of washington, residing at .
My appointment expires .
Page - 3
• - .
S P O K A N E C O U N T Y
OFFiCE OF THE COUNTY ENGINEER . • A DIVISION OF THE PUBLIC WORKS DEPAR7MEM
Ronald C. Hormann, P.E., County Engineer Dennis M. Scott, P.E., Director
August 25, 1995
Subject: Inspection & Certification of Road and Drainage Facilities
A clarification was requested regarding what the County reqwres for the inspection, certification and preparation of
Record DraNvings plans of the construction of road and drainage facilities.
Inspection, certification, and Record Drawings are required i.n accordance with the current Spokane Counry
Standards for Road anc! Sewer Construction, Section 9.0. Site construction inspections and monitonng, material
testing, and reporting, need to generally follow the WSDOT Construction Manual (M41-01).
A brief, overall description of what needs to be addressed by the sponsor's Engineer for inspection, certification and
submitting Record Drawings are listed below.
Road Construction Insnection & Monitoring
Earthwork -cut: The Engineer needs to examine each newly exposed cut as soon as possible after it is opened, an
inspection of the cut slopes and ditch cuts to locate any objectionable foundation materials or faulty
drainage conditions which need to be corrected. Objectionable materials are those having
characteristics Nvhich mav cause an unstable subgrade. If objectionable materials are found, thc
Engineer needs to immediately recommend corrective measures and coordinate their effoRS with the
Countv.
Earthwork- For placement of structural fill under roadways and facilities, the Engineer needs to monitor the
compaction material, lift thickrness, testing of moisture content and compacted densityjor each lift, and note
compaction equipment used. The maximum density and optimum moisture content shall be
determined prior to placement of fill, and relative density of each lift is to be reported by the
Engineer through an inspection report. The Engineer shall test for in-place density at a frequency
of approxirriately one test for 5,000 square feet of structural fill surface area.
Subgrade The subgrade shall be uniformly compacted to the density specified. The Engineer shall test for
in-place density at a frequency of approximately one test for each 200 linear feet of two-lane
roadway or equivalent.
1026 W Broadcvay Ave. • Spokane, tiNA 99260-0170 •(509) 456-3600 FAX: (509) 324-3478 TDD: (509) 324-3166
I ti
page 2
August 25, 1995
Bases Compaction testing of each layer of material is needed. During construction, each layer of
surfacing material shall be checked for compliance with density specifications at the latest time
practical before the next layer of material placed. Field tests for cach layer placed is to be done at
a frequency of approximately one test for each 200 linear feet of two-lane roadway or equivalent.
Upon completion of placing and compacting of each surfacing section, and before construction of
the surface treatment or pavement the Engineer shall ascertain the depth of the total surfacing and
base course section by checki.ng the depth under each traffic lane at intervals not to exceed 200
linear feet, measured along ccnterline.
Pavement The Engineer shall prepare a written record of paving operations, including adequacy of base
material, tack coat application, spreading and finishing, and compaction. The Engineer shall
submit a.report showing how the Contractor conformed to compaction and placement requirements.
Concrete Curbs & Sidewalks
The Engineer shall note what methods were used by the Contractor to insure that the foundation for
curbs and gutters were thoroughly compacted and xvatered prior to concrete placement. The
Engineer is to rccord the lype and condition of the forniNvork as it pertains to specification
requirements. The Engineer is to also record concrete placement inethods and curing procedures.
Recording ot the weather conditions during concrete placement is also important.
Drainage The Engineer is to go over the project, particularly during severe storms, closelv observing the
quantity and action of the storm water runoff to determine sufficiency of the storm drainage system.
The placement of curbs, grates and culverts need to be placed at the proper elevation to insure
' adequate drainage of storm runoff. If underground streams and seepage zones are encountered,
which were not anticipated or accounted for in rhe design, or if any other portion of the drainage
system appears to be inadequate in the opinion of the Engineer, the Engineer shall notifv the
County, lhe Sponsor and the Contractor immediatelv. The Engineer shall diligentl}, coordinate Nvith
thESe various parties in developing mitigative measures to address the problem. For construction
of pipes and drainage structures, the Engineer shall check for conformance with the plans and
specifications on the condition and mcthods of the pipe fot~ndation; bedding, backfill and pipe
grades. Erosion Control If an erosion control plan has been rEquired for this project, the Engineer shall record Nvhat erosion and sedimentation control measures were implemented by the Contractor, and what sequence in the
construction process. Note when silt fences, sediment traps/ponds are installed, construction
entrances, and how well they are maintained tliroughout the duration of construction. If
downstream properties is impactcd by silt deposition from site construction, the Engineer needs to
record when it occurred and what mitigative measures were iniliated to correct the problem.
Material Testing
General: The Engineer musl see that his inspectors 1re equipped Nvith the proper tools to test and inspect
materials and lhat arrangements are made to insure that material samples are representative,
accurate and complete. It is imperative that the Engineer keep the Conlractor informed of test
results at all times. If the material being produced does not meet the requirements of the
specifications, the Contractor must be infornled intii~ediatel~that is imacceptable, so that
corrections can be made. The Enginecr must keep a record of dail_y test results. The Engineer shall
page 3
August 25, 1995
conduct sampling and testing as often as necessary each day of construction.
Aggregares Gradation and material testing and reporting of the rock material for conformance Nvith the
SpeciFcations is needed for each material used. The Engineer is to watch for segregation of
materials during all stages of manufacture, hauling, and placement.
Pavements The Engineer shall test for, as a minimum, material gradation, Marshall test of the asphalt, and
asphalt content.
Concrete Curbs & Sidewall:s
The Engineer shall ascertain that the concrete work meets the requirements of the specifications,
including but not limited to, testing for compressive strength; air cntrainment, and slump.
Submittals and Renorting to the Cauntv
Inspection reports, material testing reports, and Record DraNvings are to be submitted to the Countv upon the
completion of each phase of the project. VVhen the Engineer finds the construction work not in conformance with
the plans and specificalions, he shall notify the Contractor and the Sponsor immediately of non-conforming work. In
the event the Contractor fails to immediately correct the defective xvork; it is the responsibility of the sponsor to
rectify the situation. In the event the Engineer finds the need to revise the plans at the time of construction, he/she
shall immediatelv norify the County of hislher intention, and shall coordinate their efforts «rith the County, the
sponsor and the Contractor. Unless there is an immediate danger to life or propertv, the Sponsor is required to
obtain kvritten acceptance from the Sponsor's Design Engineer of plan changes prior to implementation and shall
fonvard a copy of the approved plan changes and related calculations; to the County Engineer.
The inspection reports, material testing reports, and Sponsor's Design Engineer Record Draxvings are to be
sufficiently complete so as to clearly demonstrate that every aspect of the project is in conformance xvith the plans
and specifications. The Engineer is to submit the reports and plans to the County in an organized and complete
manner, with the sponsor's Engineers/Surveyors certification statement.
The Record Drawings need to reflect what Nvas actuallv installed and constructed. Any changes in elevations and
horizontal location of pavements; curbs and drainagc structures, which are outside of normal construction
tolerances, would need to be identified in the Record Drawings. We hope this itiformation helps clarify what is expected of the sponsor's Engineer for inspection and certification of
the construction project.
Sincerely, Sincerely,
Spokane County Public Works Spokane County Public Works
~
Bill Johns, P.E. Bill HcmmingsJ P.E.
Acting Count}, Engineer Development Sen•ices Engineer/Vlanager
WYATT ENGINEERING, N
TO F~ Pa rr DATE /3
► p
~ PROJECT NAME F~`S~
~~f7
PROJ ECT NUMBER 4
GENTLEMEN:
WE ARE SENDING YOU ❑ ATTACHED ❑ UNDER SEPARATE COVER VIA THE FOLLOWING ITEMS:
❑ SHOP DRAWINGS ❑ PRINTS ❑ PLANS ❑ SAMPLES ❑ SPECIFICATIONS
0 COPY OF LETTER ❑ CHANGE ORDER ❑
COPIES DATE OR N0. DESCRIPTION ~1 *2 ~3
4c-
y
MY
Sp0KANL
*1- NO EXCEPTIONS NOTED
*2-REVISE 8 RESUBMIT
*3-REJECTED
THESE ARE TRANSMITTED AS CHECKED:
❑ FOR YOUR USE ❑ RETURNED FOR CORRECTIONS ❑ SUBMIT COPIES FOR OISTRIBUTION
❑ AS REQUESTED ❑ RESUBMIT COPIES FOR APPROVAL ❑ RETURN CORRECTED PRINTS
❑ FOR REVIEW a COMMENT o a
❑ FOR BIDS DUF 19 ❑
R EM A R KS : P~ fkc> i1 e- C40 n i/ Pl`'3Q -C &,-o
IF ENCLOSURES ARE NOT AS NOTED, KINDLY NOTIFY US AT OiVCE.
COPIES TO SIGNED:
a W. 1801 BROADWAY, SUITE 110 SPOKANE, WA 99201 PH. (509) 328-5139 FAX (509) 328-0423 ,
( ENGINEERS • SURVEYORS • PLANNERS • CONSTRUCTION MANAGERS )
Printcraft
~
.
WYATT ENGINEERING, ~
To ~~rf,7 ~
DATE 4-v, / 4
1
PROJECT NAME r ~ 5 I~~ S~"+~ I a~
PROJECT NUMBER 44
GENTLEMEN:
WE ARE SENDING YOU ❑ ATTACHED ❑ UNDER SEPARATE COVER VIA THE FOLLOWING ITEMS:
❑ SHOP DRAWINGS ❑ PRINTS ❑ PLANS ❑ SAMPLES ❑ SPECIFICATIONS
❑ COPY OF LETTER ❑ CHANGE ORDER ❑
COPIES DATE OR N0. DESCRI PTION ~2 *3
r- P I a ot s 4 S ~.6 r►~+ ;~a (
~ ~
5 p 1 O4 3 - q ~s- '4
A ts , 1
RECETVM
APR 17 1996
n.,... t
VY 1.0 Y vAl%tvi
*1- NO EXCEPTIONS NOTED
*2- REVISE 8 RESUBMIT
*3-REJECTED
THESE ARE TRANSMITTED AS CHECKED:
❑ FOR YOUR USE ❑ RETURNED FOR CORRECTIONS ❑ SUBMIT COPIES FOR DISTRIBUTION
❑ AS REQUESTED ❑ RESUBMIT COPIES FOR APPROVAL ❑ RETURN CORRECTED PRINTS
❑ FOR REVIEW a COMMENT ❑ ❑
❑ FOR BIDS DUE 19 ❑
REMARKS:
IF ENCLOSURES ARE NOT AS NOTED, KINDLY NOTIFY US AT ONCE.
COPIES TO SIGNED:
~ W. 1801 BROADWAY, SUITE 110 SPOKANE, WA 99201 PH. (509) 328-5139 FAX (509) 328-0423 ,
( ENGINEERS • SURVEYORS • PLANNERS • CONSTRUCTION MANAGERS )
Printcrah
•T~. ~
4 _ i ti a
/
ENGINEER' S REVIEW SHEET
SHORT PLAT FILE # SP-1043 _95
Related File # ( )
Date to Review 12/11/95 #
Date to AA & DR Time
Date Received 12/8/95
/
Project Name F.ES SINGLE No. Lots 4 No. Acres 68,390
Range - Township - Section
SITE ADDRESS E MCDONALD/W WOODLAWN RD/N TRENT PARCEL #
45032.9056
Applicant's Name STEVE FISHER Phone # 922-7400
Address 721 N PINES Phone 2#/ 467-4220
SPOKANE WA 99206
~
FLOOD ZONE No W 4 S 1 School 361 Dates Conditions mailed
~
Owner GLEN D SOLVERSON Engineer / Surveyor's / Architect
Address 4515 N MCDONALD RD WYATT ENGINEERS
SPOKANE WA 99216
Phone 924-0530 Address 1801 W BROADWAY # 110
' Phone / FAX SPOKANE WA 99201
528-5139 FAX
Plannillg Contract Person JOHN TODD Phone # 456-2205
Date Submitted Description Initials
-
~`3 //'~l /5PGAGREEMENT TO PAY FEES OR PRIORITY FEE COMPLETED & COPY TO ACCOUNTING y~
3 / j-~r/ 9CFINAL PLAT FEES COMPLETED & COPY TO ACCOUNTING jc~J5
NOTICE TO PUBLIC # 13 4 6 COMPLETED - OR NEEDS TO BE SIGNED
DESIGN DEVIATION SUBMITTED
ALTERATION TO PLAT - BLOCKS -LOTS
BOND RELEASED - ROAD & DRAINAGE IMPROVEMENTS
HEARING EXAM _APPROVED _DENIED-_APPEALED BBC / PROJECT _APPROVED _DEN1E17
BOND QUANTITIES FOR DRAINAGE ITEM CALCULATED
STAMPED MYLARS TO PERMIT TECHNICAN (SYL/SUZANNE)
STAMPED 208 LOT PLANS TO ADMINISTRATIVE ASSISTANT (SANDY)
('L~ kC&&s fmWuv~
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2. ►AV, 1 C7 ~ I ~dT1J~~~ r 11~'45 141%111 4
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0-16 P14vO.5 4., Receij)el 6. 4,111.1
~~IMX ? kc'^" ~ C&44 ~ 3 i►n ~!f~
c) _/.i4.GY - ir,l_... di~✓/
PLAT N~~ . N-0 ~
IOAt~ STATISfiICS DATE ~
~
Plat Check Fee r f I
, Number of Lots f
~
~
' Road Miles (New) . fi
j Total Area r IA't. zMAP
~
North Arrow ~ Scale Legend Procedures & Equipment
• y
Basis of Bearings
. - Plat Location By Title
Official Signature Blocks ~-p ~ l~~ \ ti
Surveyors Certificate
Road Names olo(p~
~
Road Widths
Adjaceni Area I
Lot & Block Numbers
~ RNV Dedicalion designated Al/
~ ^
1 Foot Strips
3 RPS on GLO Corners A/r -P
Tract X / W4
- Lot Areas
Bench Mark
Closure
DEUICATION N.
Description (To Map) ~
Description (To Cert)
Owners
Ceriificate to Plat C4
~ N ~9--
1 Foot Strips :
ttlD - CPP. Statement ,
Access Prohibited
R!W Dedication Drainage Language
Drainage Covenant fi T
~ Flood Tnsurance N
208 Bonds -$1,000.00 ea 208 PLANS APPROVED
Private Road Doc. !t's '
Private Road Warning ~
~ -
Road Plans •Road Bond Improvement
. Itvad Borid tmpection ~ C • - .
r $IgTled By Etl 1 PPr ~ ~ ~".r cl
k\Jlflp1atlist.ck9/95 + ` '
~
4000491
Page; 1 of 2
I
,48P
. . G4 EhGINEERS N 0614411996 12,
, go. (x Saokane Co, WA
. I.y • ' W ' . J
_ `L r .~Jr'y ,~C „S`~~~//~~~
, . •r . a l ~
Parcel #
.'.Lcg j rY[~t~" 4
. ~ Rbad NArnel~lo~ ~ . ~ ~ .
' • ° Pu~: : Ptepared By:
Req By: (Land Dev) ,
. NO. 4
~ NOTICE TO THE PUBLIC .
AGREEMENT WAIVING PROTEST TO FORMATION OF ROAD IMPROVEMENT DISTRICT: Kt4OWALL
. MEN BY THESE PRESENTS, That GLENN D. SOLVERSON and SHIRLEY A. SOLVERSON, husband
and wi f e, being the owners of the following described lands in consideration of Mutual BeneFts to be hereaRer derived do for
themselves) their heirs, grantees and assigns, hereby agree to the following:
There may be a need in the future to construct a public road to serve the lands herein described. Said road shall be
constructed in accordance with the then adopted Spokane County Road Standards for public roads. Said road to
follow, as near as practicable, the existing County road right of way.
If additional right of way is required, the owners, their heirs and/or assigns agree to deliver to Spokane County a
. properly signed and executed Right of Way Deed covering the required additional right of way.
The owners or successors in interest agree to authorize Spokane County to include the below described property
in a Road Improvement District (RID) and to support the formation of a Road Improvement District for
improvement of the road(s) described below by requesting and authorizing Spokane County to place their name on
a petition for formation of a Road Improvement District pursuant to RCW 36.88.050, or by requesting and
authorizing Spokane County to cast their ballot in favor of a RID being formed under the resolution methoj pursuant
to RCW 36.88.030, and/or by not filing a protest against the formation of a RID being formed under the alternative
resolution method provided for in RCW 36.88.065 and Chapter 35.43 RCW.
. If a RID is proposed for improvement of the road(s) described below, said owners and successors further agree: (1)
that the improvements or construction contemplated within the proposed RID are feasible, and (2) that the benefits
to be derived from the formation of the RID by the property included therein, together with the amount of any
County participation, exceed the cost and expense of formation of the RID, and (3) that the property within the
proposed RID is sufficiently developed; provided, the owners or successors shall retain the right, as authorized under
RCW 36.88.090, to object to any assessment(s) on the property as a result of the improvements called for in
conjunction with the fonnation of a RID by either the petition or resolution method under Chapter 36.88 RCW and
to appeal to the superior court the decision of the Board of County Commissioners confirming the final assessment
ro11; provided further, it is recognized that actual assessments may vary from assessment estimate so long as they do
not exceed a figure equal to the increased true and fair value the improvement add to the property.
By allowing a building permit to be issued on property having access from an unmaintained County road, Spokane
County assumes no obligation for said road, and the owners hereby acknowledge that the County has no obligation
of any kind or nature whatsoever to establish, examine, survey, construct, alter, repair, improve, maintain, provide
drainage or snow removal on said road. The requirement is and shall run with the land and shall be binding upon the
owners, their heirs, successors or assigns, until said road is improved to Spokane County Road Standards and
accepted by the County for maintenance. The undersigned owners, their heirs, successors or assigns hereby release Spokane County, and all its officers,
emptoyees and agents from any responsibility or liability for any damage whatsoever to the hereinabove described
lands and improvements thereon as a result of allowing a building permit to be issued on property which is served
by a unmaintained County road. ti
These requirements are and shall run wit1i the land and shall be binding upon the owners, their heirs, successors or
assigns. This agreement shall expire after ten (10) years from the date of execution below. .
~
4000491
Page; 2 of 2
06104/1996 12;48P
CU EIGI NEERS N 3Q, Spokane Co, MA
The above conditions and covenant apply to the following described property:
PORTION OF ASSESSORS PARCEL NO(&).: 45032.9056
THE SOUTH 200 FEET OF TIIE EAST 394 PEET OF TIiE NORTH TWO-THIRDS OF GOVERNMENT LOT
3 IN SECTION 3, TOWNSHIP 25 NORTH, RANGE 44 EAST OF THE WILLAMETTE MERIDIAN;
TOGETHER WITH THAT PORTION OF THE EAST 394 FEET OF THE SOUTH ONE-THIRD OP SAID
GOVERNMENT LOT 3, DESC$IBED AS FOLLOWS:
BEGINNZNG AT A POINT ON THE WEST LINE OF MCDONALD ROAD WHICH I3 7.00 FEET SOUTH
OF THE NORTH LINE OF SAID SOUTH ONE-THIRD OF GOVERNMENT LOT 3; THENCE NORTHERLY, ALONG SAZD WEST LINE, 7.00 FEET;
THENCE WESTERLY; ALONO SAID NORTH LINE, TO A POINT WHICH IS 394 FEET WESTERLY,
MEASURED AT RIGHT ANGLES, FROM THE EAST LINE OF SAID GOVERNMENT LOT 3;
THENCE SOUTHEASTERLY TO THE POINT OP BEGINNING;
E%CEPTINC3 THEREFROM THE EAST 156.21 FEET OF SAID GOVERNMENT LOT 3 LYINO SOUTH OF
A LINE DRAWN PARALLEL WITH AND 100.00 FEET SOUTFi OP THE NORTH LZNE OF THE SOUTH
200 FEET OP THE NORTH TWO-THIRDS OF SAID GOVERNMENT LOT 3;
ERCEPT THE EAST 25 FEET OF SAID GOVERNMENT LOT 3 POR MCDONALD ROAD;
SITUATE IN THE COUNTY OF SPOKANE, STATE OF WASHINGTON.
IN WITNESS WHEREOF, We have hereunto set our our hand(s) and seal(s) this W300day of
May , 1996
. ,
By• ~3c;-, ' .
Glenn D. Solverson ~ SYyl~rley~ A. Solverson
STATE OF WASHINGTON )
COUNTY OF SPOKANE ) ss
I certify that I know or have satisfactory evidence that Glenn D. and Shirley A. Solverson
OxIare) the person(s) who appeared before me, and said person(s) acknowledged- that they signed this
instrument, and acknowledged it as their free and voluntary act, for the uses and purposes mentioned in the
instrument.
Dated this,:::~:) ~ day of MaY 199 Ap .
. ; ,~I ~
,
1~ • i~; ' ~f~Li. ' i
~ • ' :
•
C) ~
~~R: Not ublic
, t~NY W'
~w~; In and for the State of Washington,
" ~ . r,~,~' e L;i residing at Spokane. ~
1 ,
• ' ' a~~~~~,~
< A,
-9 "~b My appointment expires .
.r'v~Tfornog~ab~iee4\km
' -
ti ~s„
,v
.
VARIANCC # AP['LICANTS NFlM r-
(3LDG #
OTHER ~ 10 4 3 MAILING A.DDRESS .
s ~ T -a s R ~
PARCCL # C) 3 PHONE - HOMF '42 2Q
ROAD NAME PHONE - WORK C-2 s
Tlie fotlowins documents are necded before thc Spokaae County Engineer's Department can begin pcocessing youc
variaacc or building application as approvecl. (509) 456-3600
I~ AGREEMEN'T TO PAY FEES have beea couected.
~
co~1 -~e, )-IN RECORDED GOPY OF DEED, DEED OF TRUST, contract or conveying instrument. These may be
V - obtai.ned from che Couaty Auditor, Znd fioor oE the Coucthouse. _
~ - - -
Q/ - -
~ r.EGAL DESCRIPT'ION of your access easement.
A L,ISTIING OF NAMES of individuals who will be signing the documeats, These individual aa.mes-
should appear as the person(s) Iegally sign theit dame. _
G,C~ NIV ~S(-)L. V&t?aVV -4 Sjjftle~_A v s
~
~
64AS (A I I
~ A CURRENT ASSFSSOR'S ~1IALP which depicts the Iocation of your properry.
.
-OWNERSHIP 11ECRO-RUN. These may be obtai.ned from the County Assessors, lst floor, of the
Courthouse, Jefferson entrance, Znd door on the ieft. The necessary documencs will be prepared by the Engineer"s Department, Right-of-Way Section, upon provision oE
the information noted above. You will be notified whea the documents are ready Eor signacure. The documents may.
be sent to you, however, IT SHOULD BE NOTED T'HAT ALL SIGNAT'URES MUST BE NOTARIZED. 'Ihe
Engineer's Department does have notaries available if you choose to sign the documeucs at our of.fice.
Please call when rea Please mail when ready
~ L~- ~~`G ~ c2
~V ll c/~' f' d
Nottce to Public Right-of-Way
COMMENTS
Ir-
• ~ -
~
` A/OV
~
Right-of-Way Agent -9.. Forward to you [rom
k1pV\n0ticz.192
,
. STEWART TITL$ OF SPORANE
818 West Ri: ers ide - Lobby RECEJVED
' Spokane, jqzshington 99201
Phone: (509) 747-6426 MAR 0 1996
Fax: t509? 747-6827
Gounty EAgiqep,ft
Wyatt Engineers, Inc.
W. 1801 Broadcvay, #110 Order No.: SPO-:9038
Spokane, washington 99201 CERTIFICATE F0R =ILING
Attention: Sara Marks PROPOSED PLAT
Your Ref. : 95040/County SP1043-95
SHORT PL•?T CERTIFICATE
SCHEDULE A
GENTLEMEN:
In the matter of the plat sun::r:tted for approval, this Company has exa-::;ned the
records of t-he County Audito: and Countt- =_e:k of Spokane County, washingLc-, and the
records of 4[_-1-;2 Clerk of the (i~ ited Stat=_ :-ourts holdir_5 terms in said Cou- :~*V, and
from such exa-mination hereby certifies according to said records the =_:le to the
f ol-lowing described land:
SEE EXHIBIT A-1 ATTACHED HERETO AND MADE A PpiRT HEREOF
VES'I'ED IN:
GLENN D. SOLVERSON and SHIRLEY A. SOLVBRSON, husband and wif e, as to that portion
of said premises lying in the South one-third of Government Lot 3; and GLENN DALE
SOLVERSON, as his separate estate, as to the remainder
EXCEPTIONS : As on Schedule B, attachea : = zo .
CHAIRGE: $150.00
TAX: $ 12.15 TOTAL CHARGE: $1E2.15
RECORDS EXAMINED T0: January 1-9, 1996
STEWART TITLE OF SPOKA,NE
RECEIVED -
SPpKANE COUNTY
- ; -
`
~-i J L r` ~✓y/'.-.~.
Cynthia Simpson
FEB 2 8 1996 Title Officer
DiVIS10iV OF BUII,DNVQAND PLANNING
HY-
f
- Order No. 09038
.
EXHIBIT A-1
THE SOUTH 200 FEET OF THE EAST 394 FEET OF THE NORTH TWO-THIRDS OF GOVERNMENT LOT
3 IN SECTION 3, TOWNSHIP 25 NORTH, RANGE 44 EAST OF THE WILLAMETTE MERIDIAN;
TOGETHER WITH THAT PORTION OF THE EAST 394 FEET OF THE SOUTH ONE-T'rIIRD OF SAID
GOVERNMENT LOT 3, DESCRIBED AS FOLLOWS:
BEGINNING AT A POINT ON THE WEST LIN`E OF MCDONALD ROAD WHICH IS 7.00 FEET SOUTH
OF THE NORTH LINE OF SAID SOUTH ONE-THIRD OF GOVERNMENT LOT 3;
THENCE NORTHERLY, ALONG SAID WEST LINE, 7.00 FEET;
THENCE WESTERLY, ALONG SAID NORTH LINE, TO A POINT WHICH IS 394 FEET WESTERLY,
MEASURED AT RIGHT ANGLES, FROM THE EAST LINE OF SAID GOVERNMENT LOT 3;
THENCE SOUTHEASTERLY TO THE POINT OF BEGINNING;
E%CEPTING THEREFROM THE EAST 156.21 FEET OF SAID GOVERNMENT LOT 3 LYING SOUTFi OF
A LINE DRAWN PARALLEL WITH AND 100.00 PEET SOUTH OF THE NORTH LINE OF TFiE SOUTH
200 FEET OF THE NORTH TWO-THIRDS O? SAID GOVERNMENT LOT 3;
EXCEPT TFiE EAST 25 FEET OF SAID GOVERNMENT LOT 3 FOR MCDONALD ROAD;
SITUATE IN THE COUNTY OF SPOKANE, STATE OF WASHINGTON.
4
, .
S?'EWART TI^L*-Z GUARXNTY COMP -
, SHORT PL`:T CERTTFICATE
SCHEDULS B
order No.. SPO-:9038
GENER.AL EXCEPTIONS:
1. Rights or claims of parties in z.-ssession not shown by the pub;_c
records.
2. Public or private easements, c: ::aims of easements, ~ot show.: the
public =ecord.
3. Encroac~ments, overlancs, bounna_y ?ine disputes, or orner matt=_==
which would ba- disclosed by an _=;.;,urate survev or ins-ect*.on c= :he
premises.
4. Any lien, or right to a lien, Zfc= services, labor or T:ateYial
hereto--"'oYe or hereafter furnis'lr:e":, imposed by law ann zot sho:-,- by
the public records, or liens u::ce: the Workmen 's Compensa:.ion =:z not
shown bv the public records.
5. Any ti~.le or rights asserted bv -a::vone including but -ot limi=`-_~ to
persons, corporat ions , governrn_e- = s or other ent it ies , "Lo . ide _ a::ds ,
or lanas comprising t1he shores c= bottoms of navigable r_vers, =akes,
bays, acean or sound, or lands Ite-yond the line of the narbor l_-es as
established or changec by the ~~-_=ed States Government.
6. (a) Unpatentea mining claims; reservations or exceptions
patents or in P.cts aut'l-h!orizinc issuance thereof; (c) wat-=
rights, claims or titl2 to water.
7. Any se=:%ice, _nstallat_on, cor:~sz=ion, maintenance, c-apac_ty, ~Y
construction cnarges =or sewEr,.:ateY, electYicity o-r garzage
removal.
8. General taxes not now Dayable --r matters re? Gting to -z-oeci-al
assess:-.;.nts a~:ci speciG l levies, any, preceding the sal::e b=-r_:-.ing a
lien.
B. SPECIAT EXCEPTTONS : 1 s on Sc .sf--__2 B, attached.
.2
/ Order No.: SPO-09038
SHORT PLA= CERTIFICATE
SCHSDIILE B
SPECIAL EXCEPTIONS:
1. Reservations and/or Exceptions con;.a_=ed in instrument, as hereto attached;
rrom : Trentwood Irriq=-=:on District No. 3
Recorded : June 5, 1-946 G-~ january 20, 1947
Recording No. : 701569A and 73==-3A
Volume/Page . 530/57 and 533i~_5
2. Generai Taxes: Payable on Februarv
Year : 1996
hmoun't : NOT AVA TLABLE
Tax Account tio. : 45032.9056
Levy Code : 2120
Assessed Value : 15,400.00
A =fec~s : This and othe: -::=operty
:vOTE: Genera_ taxes for 1955 in L:=- :--im of $272.24 have been paid.
3. I=rigation Assessment for Trentwooc ===igatio~ District No. 3 for 1996
unavailable;
A:fects : This and other z-operty
Irrigation Assessment of $45.93 by T==ntwood iIrrigation ~_strict No. 3 for 1995,
;s paid in fuol.
END OF SPECIAL EXCEPTIONS
3
. "
Orde . _ ~ iber: ~
Stewart Title of Spokane
-
. 8) 8 West Riuerside, lobby
R Traditlnn Spokane, li)ashington 99281
~
ot Excellence" (589)747-6426 - Fax: (589)747-6827
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This map is furnished for informationAnA localion purposes onty.
Courtesy of: Stewart TiflF-of Spokane, Inc.
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_ for ana :n ccnsldesac:on o[ Q►^ce DQlldr($i.00) GAd Oc:lez valuabie COTIS:.SercC_Ci.
ecm•el and Quit c:a'_-3 Lo li%:.NM SOLti....Rs17~►`l ai1C1 SK1L: 4' A. SClZ.VLRISONT , !'iliS--c'+nC
. c.~e :at:cr.in; c;c3c::_aC :ee1 escace, s:c.aced in che Ccvncy af SDC,.-cre
Sca:e of tiashfn2tr:+ :x lud!ng any lnsr_esc :hrcein wnich grantor may :ereefLer •eqvtze:
...n~
aL :;o: ::ion of z:.e _:.st 394 Iftec of t::-- South one-_hird
~ - ~ ~ ~ ~ ~ of Gove_ nment -Lot _ :.a Spct;rv I Towns;.io 25 Nor*_h
Ran?e W ls Spolcane Cauncy, wasningcon. 'described
as .o_:o,-.;s :
~ 3z3in::;-~ aL a vo:.-:z on the ~:.es ?:::e c~"IcDonald Road
. ::::icn 7.00 fee_ South oz cne 'NorL'n __:.e of said South
~ • one-t::__d oE Cove_nmeac Lot 3; c-~ence -a:therly, aiong
, • : said t•iesz: Ii:1e, i.:a `eec; rhence wesce-iy, along said
Vorth =:ne, ca a;c:nc which is -1,94.00 =eet wester'ty,
, neasured at =ionc ang?es, _rom r-::e cast line o= sai3
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'orand in considerauur. a; ($10.00) and other -cod and valuq5le consiearat:c
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2. L::►o{; :o .__--ire .:ssess^ents bv Snokaae 'Ja1ley ; !re ::ocection
:!0. : :nd c:►Cvood irT:;JL:on UisC: iGC NO. 3.
3. ?aSc'--'c::OZ s: =11 zaSG'T1ef1C5 3I1d ::,IyflC OC :+.;V over Sd:Lj PTOOerty
,n~ co _.-•:,crc:c_ and R':11Q:JSn ncw canzis, c'iLc::es,
2c,.Y ..a:-e. .n a eed _:vr., ::c::t»ood _:::gation Gist: ict \o. 3, .
ch:o-z_--.._c.. _.:'.e is c!ai=.zd caced GecL-::ber 2, ?44;:,, and
ir. _~as:< 533 0: Deeds, page 505.
, • , , , ~
uei.e i u on Ront E.rat.! ~ ~ . .
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Dactd :his d2y of .4 o r i 1 l19 55
~.._(sEAt*}
(sru)
STATE OF R'ASH11CiC\, ~ .
• Ccunt/ ot > >o%ane , . .
pa tai; day personani appcare-S ccfore rne E~ ~Iv SC HD:F:'c , a s i ng l e--nnn,
~ to me knovrn to be ttse individuai datsitxd in and rrho ccozuted the within and fortgoing instrument, irtd
xlnnwW;;ed thzt -i;ncil tht szmi zs" his lcee and ralvnury aet and derd, fot tbm
uscs and purpoxs tbueia auationc
. ~ b:
• Gi~'~ vndcr sny ~e ~nd uical sul tlsis. •/.S 6Y ^f Apr i t
;:~•.?y .~r ~ r~ ~ ~ ~ r' /i.
~.~`,:4~.~>`~'ti~~ ~~::~-~11?'~ , ~ , .'::~:t _ ; . .J t • • 1 w~~ ~
~`,~1~rt~:~:.~{ « :b~K'~t~~ h ~ ~ ~ ~ • ~ / ~ ~~.r~jsicr e~~i
n'arary Perbtie iw and foi rAe Statt o/ {i'oAie(tow.
~y~~`~',^•,~`~jC:C::i::~`?'✓,i`.%':.., ' 1 ~ .
5
fuidinr at {~Okane
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57
=1vDjeat :o Casrpletlon of Re•1 T~t&~s Cont=•c:. no* on f:'s@ :c Spoksa* ConatT ~ oo pe6+ 387 of
book V of Zontrsc:a of Angnat 18th 1036.
- ~ D.ted t51s 23rd dol of :ttaoi 1954. 3vrri1l (3ee1)
f 3TAT3 oP aASRI!r0'0N, ) -
i Covnt7 of ~k~ )ai. I. Lhe vadereigoed. a lCa:•t'7 loslio !n and :ar Eh~ obow nard
re1 Deteae
! Covnt7 and 3toce. do hereDy e-t°t±f7 tb.t o :bin 23rd dr~ ~ n= :ssa4 :9J7 Perios~117 app~~
1 ao R. 3vari1l (4tioia1 aorrl!1) •nd ~'t.rtin So Der towt kao.r tzD4 LD4 indlvidva1- desfllltia
~ la ee! xho ezeccted th• .itbin Snstrumant an ac no. edgod '=A_ -5r' i18oed •nd t4al4d t2se aise
aa bir !ree and •ol:ratarl a.-t aad deed, tor the va*3 acd r=moiot :Se'+in w°t1°44d•
~ 8ivea under cr7 haad snd otficLl Mialtbe Qay..aad year LI a:a+a Rlt:en.
~ , C. T. ?oDkins • .
~ C.-~.H-oplclns, ~ot~:y PnOlio = Vocar7 Yvblio far St•t• of
~ 3Late of 1faabLng-tm t V*sDL-sZ*.oa.Roaidag at SDokane Vn.
; Co=:.laaion exQire!i °eD. 13, 1938 r
701564A---St 31.50 i0T.;1.65•---------•----•-------------~._~.Tl°:'ul3-:v. DM
'Rar-•ety DMd °he Crrntor lLartln 0. 5.:Urg, • Jactiolor of Spokaoe CounLT
°iled Jvn S, 1646 10P-34 A.M. of;3pofaa-4 CteCt,'er :br •nd la coasidsrit Lon of Oas ~
Req. Spoken• '"1!le Co. . Dollsr and oth~r velza_:e toos.deraCiafl :a ysfld Dold►ooa~47a
•ioe A. Ste.srt, Avd. md warr•ota to Cliraz:@ koCo'ios, a Mrrisd smn thG follar'ag
. Ar.estroag, *Jrp. deecribsC Sa th• County ofSpokaa* at~ te of
ie=. L. Kneclc Teehlng:oet'
i ,
0
4
Lot 'Nrn;-T-three' (SS•; _ 31oeY M Hnadre4 Sevea (107) of
LidgervooG Park Add:: :n. ths C1t7 of Spokane.
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• Subject to • ' •
DeGc~ thi~ 24Lh d~T of Ytr 1946. lLar:~ 0. Se1D4rs (3481) ~
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$TA-7 QP xA9EfH0T0N,
~ • CounL7 of 9pokane ios. I. the .a.aQ~ra' . lgnd,- o •Io:srT'?ublie in aad !or tD• abov• tdMd
Count7 aad State, do b@nbT eortify that aa :DL 24th ~'r7 Yi7 =946. Dersonal:y epDoI D-e:o"
- ae Y.artin 0. Solberg, sUachelor to me Ynovs' :o D'c, tbe '~d:•.:=ni1 ~~icrLD*Q Sa and vbo 4secvteS
= the :.thin tnst-vmeoi, sed aekaovldged tha: bis •S.gned s__ ias• tOSt fre• •nd ♦ol:^r:ar7
•c: snd doed, :or the nsee and pirposea :be-.!m.., aenLiaco_.
= ' ' -
• 0l74n noder ar7 haad en3 ol7ScL1 taal the dsy, i: e., or,* •ri:tioa.
'Jiorge Zl■er Brovst
George 31aer Flrown, Yotsr7 rnblie s • r: - IoLarl PoDlio tor Stat• of ~
9tate of T32b:agton : - • ' *asL1_-gtoa.f4o1ding •t SDo1nno
Cos'iiaian os.ptro! Sov. I947 t Noshizgtoa. ~
- •
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~ 7015671 T°:E ORAJ`TOR "hosaa ?-ris::a 9sYt- tor cd ln coariaarstSoe af
Q31-11! 'CIa.ls_2eed 038 AXD 10~3 00~'(='•-)~ :ollars, :n haad pld, eoavoTs aad La!t
?iled Jon 5, 1946 lOs57 A.~f. cLLas to' Lornie, L. s5ose hutDaad L Charles Y. 31A1r,
. Req. C. Y. Lama all iatareit•'ia the :o::i.ins deictiDed real estate, sit~:@
~ ?0e A. Ste.ert, Aud. i~ ths -Cocrnty of3yoYi:.* Stace-of bshiaataat
E. Ars~tr.oog, Dgp. ' - ; . . .
Ree. L. ~sek Lot 23, 31oek•.22, o: SSCOZD ATC:TZOi to tbe :T
luao) la tbo Citr ofsDaiuae,Cocrz ty
- • of Spo3caa*;'.Aills' (041 SW
A22M , of 3poka~e ;ind•Sta:t s• assh:=atofl. aeeord~ Co th• yli:
theno~*eordid S.~ 3oti ot tLti,aj..Dag• 118, la tb• ~
` of:ic• a' thi.lAodltar' isid :aoaty.
Do ted thie 3?c#Ssy et Jvnio sr3a. • • .'~o~i h~stan 3sY~r (s~sl)
TIS8I3:,T01, , . . ~ .
CCITT1!Y OP srOSaZ go. On tlsis di7 'prr~oo~.:7 i;pee-ed b~tor ~~~'~~itm 3.Yer, E
to we knanes to D• tbr ~ivl.dvsl doicsib4d 15 aoQ vso azeez'ed the vithis'f,~i~~~; 'lc~C aelr3ar.
lidaed that be ti6aed t'bi ~a-v+ bL frN •od •olvI tr. aod daod, tor tb@ ane• aaa purpoa4•
thereia sentlowG. a ~ 3.Lrsd IIndevsy hand aad offiel+l sea1 this 3rc 5.7..ot J~ :944. ~
C. ailsa
, C. Z. '3ils8a,1o:ar7 Tablle s to:.ri publia in and !or :he
SCate of Tuhlaatca - --••------t - ,'J.'-," • : ' stoto of lesbiaatoo,reaiQia6 •s
, ~Coe.iaa_ioapsair~« l*S. 7- 1849 t• t yDo~~~.
~ . -
7~S69A SS.~1.S0 B~.=2.ds ' f11~.'LLX'!Z IJQ'D
b-.•eat1 d,oiQ 2'b• Orsntor ;=F~l70~ :~A,ZOA'tZV! DZl'f1t1CT 10. 3, •pu011e eorD-
• Mlod ~e 3, 1946 11t09 A.M. oretion otn tn+i'.Covat'T. ot "bpokca* dtat• of goobinaton far md
a.a. t#raot« sn c *,.ia.ncso, of r.: L110 n=dr.a •na so ee._avnar:ncas (iisoo•oo)
:oe A. Sf9.orrt lad. Doll.rs. in,-laaQ ~:.~:,eeavRa aad 4rrsots to St&ol@y ft. :ervla
' Z. Arss!roaa 6rp. ead ~dL a: 'Jer~L, °'~sh~ ~sQ wil@, tbe t~lloolas deaeribeQ
~ l4e. L. iase~[ re•l •stati. * titmicood La th@ Cowoaty et bpobo• SLaco of tssDia6toas
:b• ao:tb two .th:sd.r (I 2/3) •t tbe East oas tbovssad tnl.rtY-
~~d *:4bt (1.038) foI of lv+ornsost Lot ' Mrito (J) 1a teetioa
tIIree (S) townabia tsmtT-fir• (25) oortD rsaV t@rt7•toaz (44) t.1.11.in tho Connty of apolcsao 4:d
Stat• of tiabingloQ.
Moo QistrUt r*@@rne oll niatiaa rigbta .sr •ad ws.waca e+er •oQ oI toid pr*sisae rad
•lee tbo •t asy aad •11 tL"a toso -jpoo ts3.s prorta« .or sst p.rt Cheteot, tor tb• pvr7oss
do~r~i~t~ sp,eratias rmd mSat•tala6 esaaU, diteI :Zae.a. arr pip+ liai, +bisb akp11 ?T ~
tDe Dw~i ~T~f ctozs of •aSQ aiatriet le 60060d aeqI L tbe rperi lon •f tte diatries ~
O Tc tM• _ • ' • -
ftb1aet N II rad blgbrry Nswests •f resord Msl t• dLMet se&+~4gIeot• amd pooI tu~~ poyabte
Sa t'~ yew M4.
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i V44'1 Rev.J1.10 11 aoA1:TY DSED '
=`'he 3rsntor :^erLwood ;r-:eotion :)Satriat `3, af the Couaty of
F_?et :an.20,1c47,11:O8A3C S;.o«ne, StLts of Toah:no:cr.. for .nd in cnnaideretion of aix
~ Req, :_sntee Lvndred in-I flftq dnd no/1-CO Co1Lr3, in hnnd poSd, cLnv*y and 9
L"; v:c•;e', Mid. w8r:-ent tc :.rfrlea !'.slver •nd 4c34 talver, hwband a nd •Ste Che I-, ;.,`strons, =ep. follo.in& de9cr!bed ree2 e3t%te, a:tw ;cd ln the CountT nf
~ Rec. j, *-;e-=cn Sizte of 7631-lnstons
~ ~ .
~~+•f ~ j`:e 3ovth one-tf:ird (S 1;~ ) of _:se ~oe t 1038 feet of Oovtrnenant ~
Lot -h.•^e (3), Secticn Three (3), 'rownarlp 'Iwenty-::re (2!) Nortt:, RarGe s*ortp-feu: (44)
:`a =:a`_-Sc: -:zervea eil ez_ai:ng rii:hta of woy and eone=enta over end morva• es:d preas-
-3°3 . s.^d s?--c :ze -:ght e:•np ir►d `11 t'..:ea to oc upon eo1d premisea, or ony por: thereot.
=o` ^'u-rc_e o1' :cnstrue=:nr,, opetwt;no ond da:nts:ninF eenols, ditcl:ei, :lumoa or plp• ~
1`-ne3 ,wi:ic:: shail by the bce-d of D.rectcra ot ab:d d:s:r:cL be deened reaeasary :n the .
~ cPe739:on O: ::3 irrigat:on e7atem. _
511,;_:L Lo and utii:tp eaaemenia f: sny ot ,eco:d.
'estlTcnt, 3..areof, ae1C ccrrorst:cn hos csiiaed ::3 norr.e :o be signed hereto •nd its eor•
~o: s:e aeL 5 e aC1':xed t16Is 2nd dby of Lecea.ber, :946.
Diat-:,.., Tre:,t+rood IrrigstLon Dlti-:et 13
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~ *e
r•c-e Ccu-:- , ,W6a:1!;faLOQ . 3y Zerl L'aeden, la iti rresiCent
Se9 l j A::eatt T. C. gamsey,As :ts 3eareLary
~
Cc•_-.-7 o: gne~ne
~ S:s:_ eS T~e:.'_~o:on )ea. Ca th:s 2:id dby of Dece_:er A.D. 1948, befora me, o ho:irT PuD2:o
1_n 5r.a :ortne rtove noirec :c;;rt; ond 3Citte, perar •ily •ppcareQ Earl bodden and :..0. Rat.iey
tc _e known :a :e ;re ?ree:d_at and becretery reeicct:ve?; of the eorporstion tr.s: exeeuted -
o::::=^ s-' :o:aEoln(; :nstrua:ent, endocknowledi:ed tr.a ea:C liietruzent to be tha free •nd
:sz : a adCeed of aa L1 corporitlon, fot• t'.:e uaea a~d puryoaea thereln menttoned~ ~nd
ee:- ca oaL :♦Crtecl thit ho wae buthcr.zed to exec;;:o as:d. :nsZ:tment rnd that t!:• $eel
f:ze= `_a th_ _orperote aei. of aeld corporotien. ~
. ~ •
I: '::neaa Rertof, Z have herounta set ~ tsond and •.*:lxed rsy otficiol seal t2~e day bnd '
• ;~.s- :1: - - _ =c7e Wrlttea.
,
-'z-?:-e_ S. Cu:r.::::,*.ra, Notery ?tbI:cs Prad J. dunnlngioa, ?:otsr,v Yvblio
~ S:s:e e: 7~~:::stca : fer the 3LbLe of Wo31::nE:cn
Cc=:ze"cn ezr:^as Ave. 5, 1947 , rei:dingst SpoScsne.
~ 7:.447S: St.~.~3 Rev.~.55 1G:~..AR------•--
_ ::TY DfiSD
:^x Grontor D. D. :bcacn, a*iGover sinet 1,otober 18, 1946, ruld-
?::e_ 39^.2C),:547,11:0G13i :mC ait Camden. Wiet:in;:cc tor i rsd in considerstion of eca do1Lr ,
Rec ~t:-sntee and other aaluoble conaiCerot:cn (t1.G0) dolLrs in ?sind raid, ~
G?__w-, •vd, ca,veJe and .9rronta to k.lvin C. Johr.on Yf1Q Pft'7f I. "ohn+on, ~
a:...JcronEi, ~ap. h+a .ife, Lhe Erontsea :c_:e+1r.g 3eectibed r.•1 eo:ate, -
;e~. t 7 J. =a:-cn
:t:st par: of the Souti:esaL ~vorter (sL;) of tlso Zortteost Qusrte:
cf Soci:cn Pour (S), lare;;lp Twenty-nine (29) Lor:b, Rat►ge "
Pc-ty-icur (44) ust of :he Tf iism.Lto Karldirn in sa1d tounLt
s:+C i:o:e, Sou!h ard "set of Lhe right-of-•aT of t`x :►reit Northern Rs11waJ aompanr ~
ce:reen the ceater 1lne at :he abMConeC priede,c,•er 3o6d .r,o. 165 snC the F'rior Road No.
1129 as eh:r~ in the fileo of t:e CountJ EnE:neer. cf 3pok*n• CovntJ, Styls of ish:rgtoot
Ai:o, Lhat ;.a.-x of 3ect_oa rour (4), To,rnst.iD 'Ilrent7-n::;t (29) L'orth, Ran&@ Pvrty-four (44)
i'os: of ttx =iiionett• Y.riCien, la ss:d countT aAd t!it., lqin6 South •nd E•at of the r%ht
- is:-vrj of -he Grtst 5ortkxra Uilro7 CaeponT snQ 3vjth •nd lrest of the pritQeger Road l:o. •
: 'i-9, nore ;:rilaulsrly deseribedar loliarat 3eo:anin:.•t tha point of lnterseet:en of tha
. epoLt:x~aLe::ti ::rsa oL eai.d -:ght-oi-my of. tDe Orss t"Aort:.Arn'R.e SIfrT Coarpdoy asC S:yt soUth-
T►s:er?T•lime of so:d PrleCeesr Rord No. 1139; theneo Sauthessterly •lonE ioid r:gi:t-ct•way
s s ~:::axa c! ':tiro HundreQ :lrentT-n1n* (22p)feet; :tircee Eaat tr.ra• bundrtd tweiv• (:.12)
::e:, aort- e: :+as, ta t he govtharly line of said ?riedoger Poad tlo. 1139 •t or -aor statSon
. c1.2;, o asil : ood •a shc" tn the f:lsi of the Covntl Yrr:netr of Spokona CountT, 3tsto of
:henee Northwtsterly alaaG tAe boutberlr l:no of eoid romd La L 1e polnt of be-
~ ~ ~::--s_,-.o~:•s2tas:ed in the Ce-,:nt7 of 3pokene, 3tatt of 1lee?:::%ton.
:
; Dsted DeCta},er 23r.~'., A.D.._946.
• SL-,:•ed ia ;.rsar::ce of E. E. :on*a ) D. D. LssAon ~
~ wtL -.C Qt 'Flsf:i:ietCn,
CoL~C7 0: raDGC:eill4~
aa S. E. 5otcr7 t'u2sl:c tn •nd :or t ht gtct• of 7aaD:nEton,
i iG.n~ ~t 54vport, RrshinrLcn do .•.:;7corL1T! ih+L on th1• 2'Td day of i3-eur.Dtr, 1946,
J ;rrac:7all7 •,-pesred before u D. D. :,:=;on, • ricc,rsr to w',rnown to De t?y lndividiial Co-. i
' ~c-.tvd la •nr1 wito ezeeutod th• •:t::_n Inatrvment bnd acY:so.ledged ttut he siensda+d s •*1eQ
rsntsa '._:.a fras ond ro::~:orp a c t • nd Cded fr.r ~hs uaea • nd purposes lerein mntiontd. ~
:.:Tea un6+r x7 h,aad •nd o:::e:.rleeal thia 2_':C d aT of DecoaDer, 1946.
Z::ones, ra:tr7 Public t , L. L. Ja»os, botary Publ:c
3t►te .n er,d far ths atst* of T••h:ngLon
Cas:ssicv" cz;ire• Up 14, :^e47t maldingat Ltvport ir Mid CouQty.
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MARIIYN fU1CCONAG}ilf
STEVE FISIiER . .
W. 120•B IiOLLANO AVE. (509) 487-4220 19-7099/3250
SPOKANE, WA 99218 f 19- 1613010410 .
PAY TO TFfE -
OADER 0P ;41~~~ ' :f1 ~ t° ' . ~ ~ Q ~ . L~ r • .
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DOLLARS ~ ~ • , ,
' •
wAsNiNcWN MuruAt.
A kdorol Savlngs 8ank . ' I
^ Pot{ Mgeles Flnencinl Genter 1A1 , I
101 lNeal Front Slreol, P.0 8oz 159 I
• Pori a~eies, wa ~ae2
FQr~ Allj1
3 2 50 70 9 511 6 ioil 10 L0►, L~~~ ~ 5 ~
~
v~~ f
rj c1 14
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. ~ ' . t ~ . IN~
- . i .
RECEIPi' Date 19 2 18~
- . ~ - ~ Received From ~ f ekl CAJ ID ISI'llee
Address.~ f _NC Zr9F
. . ~
(AJ~ Dollars
For~~ d1n r
s p
" - • - ' ' ACCOUNT ' --ffOW PAIO ~
- ~ . ACCO °NT ~ I I~H I I
• AMT. PAID , CHECK
c'
• BALANCE MONEY
DUE ORD~R ~Y
• ' ~ /
8K803 F*ZjF<M
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STEVEN D. FISHER . . , 14-9 2
. ' . ' W. 120-B HOLLAND 509-467-4220
• ' • - • SPOKANE, WA 99218 28-8269/3251
~ , . . . 19
1.0
. ~ ~ ~ . Pay to the
_ ' - . - arder of
161[30 17allars
SR~ SPOKANE RAIIWAY
, . ( CREDIT UNION . .
. • P.O. BOX 6011 SPOKANE. WA 99207 - - • • -
Memo
%1:3 25 L8 26904~ 2 20080 LOSlir 149 2 ~
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S I.~ N E ; ~ ~ T - .
• ~A DIVISIUN Of 7'IlE PUBI..1C WORKS DEPAR7iv1EN'T
eoolFonald C. Ilormanii, ['.E., Ca>>nty Engineer Dennis M. Scott, P.E., Director
AGRECMENT TU PAY TEE 5
ENGINCER'S AGRCER'ICN'I' NUMBER
This agreement betweeti Spokaiie County and ~YC Gr. f~
(ilame o persoli) - '
tvtiose interest in the project is
7'/1 kr.e: 7 ner, ageni, etc.)
~
is entered into this ~ day of A0 v'GLi. , 19 96 ."T'his agreement is anplicable to th4 project
ktiown as: 15 ~ ~ y ~ .
(~~roject .~uc~ress or ti~eriame ce riie numuer)
7'hat the inclivicluals ancl parties iiamed herein as having an iiiterest in the above described property or project
agree to tlie followiiig:
. 1. Reimburse Spokane County for project review and inspection fees as specifiecl in Chapter 9.14 of the Spokaile County Cocie. 'I'he fees will be based on actual salary costs iilcurred
by Spokane County for project reviews and / ar inspections Plus a ten percent
adininistrative charge, ancl will be billed moiithly as accrued. Any billing amounts due,
including any expenses incurred iil the collection of an overdue account, must be paid
prior to the County's acceptance of the project for filing. If a project is approveci and/or
filed with a balaiice still owing, the unpaid balance stiall be paid within 30 days of the
invoice date.
• 2. The undersigned agrees tliat these fees are due aiid payable upon receipt of the billing as
speciFied above.
3. Any invoices not raid witliin 30 days of the invoice date will be cofisidered deliiiquent.
If any outstancliug halance oii the account for this project is not paid witliin 30 days of
the invoice date, iio furtlier reviews of the project docuinents wiU be canducteci until the
entire account balaiice is paid. Any balance on the accoucit for this project not paid
within CS days of the iilvoice date may result in legal action or the initiation of other
collection rrocedures, iticluding referral to a collection ageiicy. The Slionsor wiU be .
, liahle for a»y aiid all expeiises incurred by the County for the collection of overdue
accoutits. 4. The moiithly billing should be sent to (he attention of:
NA
ME: 1D / S/'~ -4--
A D nR ESS : -z. s ~
Cl'I'Y, S`I'A'1'E: ll<"4 A e_
. ~
Z1P CODE:
P(iONE 7 S~D C)
I understand t(iat failure to pay these fees inay result in delay in coinpletion or approval of the project or other
possible sanctions. - O If this fee agreeiiieiit is completed by someotte other thaii the Sponsor (i.e., the project
owner or a principal in the firm spo»soring the project), such as the Engineer desigiiing
the project, tlien «fritten atitliorizatioii from the Spotisor snecifically authoriziiig tlte
Agent to execute tliis ree Agreeiiient is attached t~is Fee A eenien
SIGNAf'URE By:
(PRINT NAME)
RE'1'URN YELLUW CUI'Y 1'O SI'UKANE COUN7'Y FNGINCCRS
k1p\nagreemen.fee 2/1/95
1026W. L;ro1dway nve. • Spokane, 1-VA9926U-U'17(1 •(5U9) 956-3600 I-nX: (509) 324-3478 'I'DO: (SU9) 324-31CG *
i ~
~
S C~ U U N "1' Y
:
• A D1VISIUN Or'1'l IF. PUBLIC WORKS DEPAR7MENT
007"cinaled C. [ lormann, ('.E., Cauiity Engineer Uer►nis M. Scott, P.E., Director
AGREEMENT TO PAY FEES
. ENGiNEER'S AGRCCMEN'1' NUMI3ER
`I'his agreemeiit bet~veeii Snokaiie Cotitity aiid ~ v C&
,
(name o person) -
wliase interest in the project is ~4,o47-
/ kr.e: 7i►er, agenc, etc.)
T is entered into this ~ day of GLi.. , 19 This agreement is applicable to th~ project
. .
known as: ~ ~ y~
ll~roJecc diu~ress or ii ename a 1ne numucr) .
~ That the inclividuals and parties nauied liereiil as liaving an iuterest irl the above c]escribed property or project
agree to the followiiig:
. 1. Reimburse Spokane Cou»ty for project review and inspectiori fees as specified in Cliapter ~
9.14 of the Spokane County Cocie. '1'he fees will be based on actual salary costs iucurred
by Spokane COLIIIfy for project reviews atid / or itispections Plus a ten percent
administrative charge, ancl will be billed monthly as accrued. Any billing amounts due,
illcluding any expenses incurred in the collection of an overdue account, must be paid
• prior to the County's acceptance of the project for filing. If a project is apProved and/or
, filed with a balance slill owing, the unpaid balance shall be paid within 30 days of the
invoice date. 2. 'Tlie undersigcted agrees that tiiese fees are due and payable upon receipt vf the billing as
, slaecified abvve.
3. Any iiivoices not raict witliin 30 days of the iiivoice clate will be coiisidered delinquent.
. lf any outstancling halance on tlte account for this project is not paicl within 30 days of
the invoice date, iio furtlier reviews of the project documents will be conducted until the
eutire account balatice is paicl. Any balance on the account for this project not paid
witliin 65 clays of the invoice clate may result in legal action or the initiation of olher
collection procedures, includiiig referral to a collectio» agency. T71e Spoiisor will be ,
. liable for any and alt expenses incurred by the County for the coltection of overdue
aCCQtlI1tS. •
4. The tnontlily billing slioulcl be seiit to the attention of:
~
NAME: ,
5~vnUDRESS: A 22/
C1'CY, ST/1'I'E: e7 ki e. -46 Z1P CODE: P14ONE v
I wlderstand that failure to pay these fees iiiay result in delay in completio» or approvat of the project or other
- possible sanctions.
- Cl If this fee agreeineiit is comp(eted by sonieoiie other than the Sponsor (i.e., the project
owner or a principal in the finn spansoriiig the project), such as the Fngineer designing
the nroject, tlien written aulhorizatian froin the Spotisor specifically autharizing the
Agent to execute ttiis Fee Agreeinent is attached ~~is Pee A eetiien
SIGNATURC Ry:
. / • v
1~7 e7
(FRINT NAME)
RE'T'URN YELLUW COI'Y '1'() SI'UKANC COUN'1'Y I:NGINCEIZS
k1p\Rigreemen.fee 2/1/95
• 1026 W. iiroadway Ave. • Spc,kanc, WA 99260-0170 •(5l19) 456-3600 1-AX: (509) 324-3478 'I'U[7: (509) 324-3166
'
OFFICE OF THE COUNTY ENGINEER
SPOKANE COUNTY, WASHINGTON
TO: ED PARRY
FROM: DAVE BERTO
DATE: May 21, 1997 SUBJECT: BOND ITEMS SP1043
The bond for the above mentioned project is for the
following items:
1) Construction Engineering services.
2) Original bond issued by Marilyn McConaghy has been
replaced by a bond from Andrey Chumov & Iya Poleshehuk
VARIANCL # iiPi'LICANI'S NANi - '
[3LDG #
OTHER # s~7 IV' Q`T S MAILING ADD[tCSS
s T R 4414
PaRCEL # C) 3 9,70 3~~r PHONE - HOM~
P~ p► C G~
ROAD NAME ~(\jAj A PHONE - WORK
r ~
Thc following documcnts acc nccdcd Ucforc the Spokanc County Euginccr's Dcpartment can bcgin processing your
variancc or building application as approved. (549) 456-3600
AGREEMENT TO PAY FEES have beea collected.
~
~O,N RECORDED COPY OF DEED, DEED OF TROST, coacract or coaveying instrumenc. These may be
~ obtained from the Counry Auditor, 2ad fioor of t.he Courthouse. _
~ • - -
LEGAI. DESCRIPT'ION of your acc-ess easemenc.
~
A LISTIING OF NAMES of individuals who will be signing the documents. These individual names-
~ should appear as the persoa(s) legally sign their flame. -
s~~~vN D 4-
~
~
rA
~ A CLTRRENT ASSFSSOR'S iMAP which depicss the lacation of your properry.
.
-OWNERSH.TP NIICRO-Rt1N. 'Ihese may be obcained from the Counry Assessors, lsc floor, of the
Courthouse, Jefferson entrance, 2nd door on the left. -
The necessary documents witl be prepared by the Engi.aeer"s Department, Right-of-Way Sectioa, upon provisio❑ oE
the informacion noced above. You will be nociied when the dacuments are ready for signature. Tbe documents may
be senc to you, however, IT SHOUY.D BE NOTED THAT ALL SIGNATURES MLJST BE NOTARIZED. The
Engineer's Deparcmenc does have nocaries available iE you choose to sign the documents at our office.
Please mail when ready
Please ca(I wheID
G GL cS~G ~ 6A cl~
l.~l f~ ~ti Notic
e to Public / Righc-of-Way
A~vw
,in A r- !
COMMENTS o FrwLg
I=ocward co you from
Right-of-way Agent Acfm
k~\Mocioc.192
r, ► , - •
~
i
i
S P O K.A N E O U N T Y
DIVISION OF ENGINEERING AND ROADS • A DIVISION OF THE PUBLIC WORICS DEPARTViENT
William A. Johns, P.E., County Engineer Dennis M. Scott, P.E., Director
March 29, 1996
Jeff Logan, P.E.
Wyatt Engineering
Steve Fisher
Tomlinson Black Valley, Inc.
721 North Pines Road
Spokane, WA 99206
SUBJECT: SP1043 - Fisher Short Plat
Submittal Not Accepted at 1'his Time
Gentlemen:
On 29 Feb 96, we sent a letter describing the general requirements of the review process for this
project. On 12 March 96, I met with Mr. Logan to discuss the design review process and the
design parameters for roads and drainage on this project. At that time, we discussed in more
detail the requirements of the review process; the "Pre-Submittal" checklist was one of the items
discussed in detail.
In the current review process, the Sponsor's Design Engineer is responsible for ensuring that
the design meets at least the minimum requirements of the Standards. Part of this certification
entails completing the Pre-Submittal Checklist, and enclosing that checklist with the plans and
calculations submitted to the County Engineer.
Part of the intent of the new system is reduce the review time. This would accomplished by
several means: Engineers would compile plans which are ready to issue for construction, and
submittals would contain at least all of the basic information necessary to allow an independent
third party to determine whether or not the project plans and calculations conform to the
applicable standards and regulations.
1026 W. Broadway Ave. 0 Spokane, WA 99260-0170 0 (509) 456-3600 FAX: (509) 324-3478 TDD: (509) 324-3166
SP1043 - Fisher Short Plat
Submittal Not Accepted at This Time
Jeff Logan, P.E.
Steve Fisher
March 29, 1996
Page 2 of 2
At this time, we note that several of the items on the Pre-Submittal Checklist were not included
in this submittal; these items are indicated on the attached list. We are, therefore, unable to
accept your submittal at this time. Please ensure that the Pre-Submittal Checklist has been
completed, and that all the necessary information is included in the next submittal of the plans
and calculations for this project. Should you have any further questions on the plan review
process for this project, please call Ed Parry at 456-3600 to establish a mutually convenient time
to meet and discuss your questions.
Sincerely,
William A. Johns, P.E.
Spokane County Engineer
Edward . P , Jr. , P. E.
Plan Review Engineer
encls: Plans (2 sets)
Calculations (2 copies)
cc: project file
Spokane County Public Works: Dennis Scott, P.E.
Spokane County Engineer: Bill Johns, P.E.
reviewer
f•~ ` , _
4 .
I ♦ i
SPOKANE't"OUNTY ENTERIM ROAi, dz DRAINAGE
' SUBNfflT,A►.L CHFJCKLLST
PROJECT# Sla&(tT PLAT I bA 3-DATE: 3~t2. q~,
~ r
PROIECT NAAiE: f::%5vNCi-z, S 1-~'° R T PLA-%
PROJECT SPOtiSOR: v E IS ilz TEL # 12-Z - 74 UG ,
PROJECT EvGLtiEER: W~/~ T"= ~!1 z I t3 C ~j1t~C~ 3,e~~ L~qn TEL # 3 L~ - 5 i 3 9
(Road s Drainagc P?ans)
PROJECT SURN`EYOR: M1!%rk-1tEL ff-u 3 ZS-- S I 311
(Ptacl
PLEASE PROVLDE A RESPOtiSE TO EACH OF THE FOLLOVVLNG ITEMS.
~ GENERAL ITE'MS
, .
C b-r •,A L- 1. A ;iened "AGREEMENT TO PAY FEES" forci aas been submitced co Spokane Counry along XLich My
aoplicable Fiar fees, prior co any pre-desizTn~presut~nuctal m~ring
N« •/A I nave a copy oi, and liave reviewed the most recenc zondidobs of approval and any EIS/INiD\S requiremtnts
3nd condiaow, of approva] aa.•e been incorporaceti i.n chis plan submictal.
~ PROJECT DESIG\
v., C~~ -'.~A D 1. :~ave com^:_:cd a mini.mt:m of one pr.-J:,Sign mttcing wich Spokane Counry Developmeac Engint-:1132
S-rvices EnL=ttrs where a-,-rymenc was rtacnt-i on drainage desiQn approach.
Y« L7 7.;A C'/. I iave incluce--~ che resulcs oi any geocechnica! :es-ring chat is required by che design approach co verihd:sign
nara.merers.
Y« ~ w i ha~~e includ~~ any requir~..a pa~•emenc desi~Tn ;:~1cularions on new Public roadways as r~uire~ b~~ the,
"SPOKA.\-E COUNTY STA-N-DARDS FOR ROAD :~:\1) SEVYER CONSTRUCTTON". lacest;.siden.
1•« =.;AC.1. The road a.na drainage plans :.omply wich che'ST:k\-DARD ROAD PLA:\" requiremenrs for plan, pranie.
and cypical .:oss secrion elemencs containei in'SFOb'AINFE COLJ\TTY ST.kNDARDS FOR R03D k`-D
SE~V'ER CONSTRUCTION" lacest ed.irien .:ceaE 2s allowed chrouQh approved dtsign deviGQOas.
~•~~b = Nr.a ~ ' ~ . ae draina_,= : =pon incor~~r3Ees ~e mini.mum r°.quiremencs for a scorm ~..rainage analysis a-s noc°.,:.i :he
GC.M and o-"_: icems whica are appropriat-z :o jemoascratz chac che desi-an meecs all requ,irnments o: :he
Spokane CJLm-CV Guidelines for ScormwacP: Li2nagemenc :xcepc as allowed ctuough approve~ d t~-:IJn
ceviauons. -
~'es ~ b-,, C' S. A complece :.rainage basin n.n-a Nzich cime or ~onc=ffarion pachs shown has been included u;;n ch~ i:;.:-;.ied
_ hvdrology :.2i:Waaons. Drainage basin map Snoµ•s :opography, proposed drainage fearures. and corr-t:lEes
wich hydrology ; alculaaons.
Yn ~ 7. -A11 applicable zaffie signins requiremencs are mec and have been ineorporaced in che plan submictal.
Ye. ~ w='.,,► R8. I have includz-4 coPies of all 3PProved DESIGti' DEVIATIONS which are reQuired for chis Projecc.
v« v,► C3 9. The plans and drainage repon are stamped, siamd. and dated, and concains, che applicable ceraficxiion
scacement. ,
Yn X/A ~ 10. I have includei an adequace crosion coacrol plan and aQPlicable standard Plan noces.
Ya vA C3 11. I have secured approvals fmm all applicable oucside agencies such as fire districts where applicable and have
included prooi of their approvals..
~
va 0 m. 0 •u,► CI 12. I have provided an accepcable means for perpetual main~;~anre of street and drainage facilides chac is
- accepcable co Spokane Counry and have secured and includcd c~pies~~ ea.semencs.
v.. B wo X,AC3 13. I have re%iewcd che plans, calwlatioas and odcr submittal dam ' f r con~ceacy
I Ocy,and ~
and have submiaed cwo copies of plans and (1) bound drainagq;rcpo
- ~ %R 2 7 1996
~ oenetemr nns..av.. .
f
• 1 underscand chat the requiremcnts abovc are che minimum requirements necL-,::a. y co perform a cursory revieu- of the project
,p1ans, and chat additional informaaon s6ould be included wich chis submictal as necessary.
I underscand chat this submittal will tx checked for compleceness prior to review, and chac it will be retuived for fiuther informaaon
if ic is found co be incomplete.
I understand t.hai this submittal uill not be accepted for review (and placed on the review list) until all required inFormaaon
has been submitted.
Focni completed by che respoasible Engineer: `Te- L- d
~
Company:
~
.aaaress: a r~~ ~ Q 44 1( ~ Dace: Zip :ocie
FUR SPUKAYE (:UUNTY iJSE UNLY
SUBMITI'~L.: • Acc---nctd for re%-iew.
~ R~~:ned for :~ubmitc?1 oi rhe following:
GE\ERAi. ITE`1
PROJECT DESIGN n ~td~ Qu~G2►~aa~ ~ '1~r ,Y~Gf Ie~`' /?lRX ~P~i.~
.~'.SuBMIT1'AL ITEM ff":
Form recurned co: -1~ff 14*b3, I-C.
Company: M917 ':F1y6 0J gL''Lg
Address:
Date: gy; " .
Spokane Counry Gc ks Development Services
_7~:: ~ ._rC ~ GvCr.
l ryV ` - • - - - - - -
y
r S . ..ANE VALLEY FlRE DEPARYMt, -
Spokane County Fi-e Protection Dlstrlct N,-,I. 1
s ~ 10319 EA,ST SPRAC:UE AVE • -SPO<ANE WA W206-3676 • (544~ 928-17W ~ ~ C;•
I
~ Decembei
~
! john Todd . i: t.
_ 1 Spokane CaLnty Planni~0.
. 1 1026 W. Brcadway -
Spokane, hta. 99260 .
~
; Ra: FreZin=i:nary Short Flat
,
~
-,he Spakar,e Valle•~ t-=; has ho ~-e~-~~:...-~::~~•.w::•., ,^.f' .
~
~ pragose s.:-:art pizt. :rzEr s.:;?pl.v ;.s cc:equGte e;-iCi
~ access nee,"Ls our star.::-n: ; s.
. ~ -
;:Ye would, ho•w'eVEx', request t-~L the unnamed
' Longfellow whj.ch ;.s NOZ-:.::. street <k•. -4
f
, S 1flGei
~ Fire
:
! }:rr ~ bd
f
. ~
: j
. i
. ~ .
- i
, i .
. ~
. f
' ~ .
: ~ -
. .
/
O U N I~ Y
S P O K A N E
DIVISION OF ENGINEERING AND ROADS • A DIVISION OF 7HE PUBLIC VVORKS DEJ'ARTME\7T
William A. Johns, P.E., County Enginccr Dennis.M. Scott, P.E, Director
March 18, 1996
Jeff Logan, P.E.
Wyatt Engineering
Steve Fisher
Tomlinson Black Valley, lnc.
721 North Pines Road
Spokane, WA 99206 . SUBJECT: SP1043 - Fisher Short Plat
Submittal Not Accepted at This Time
Gentlemen:
On 29 Feb 96, we sent a letCer describing the general requirements of the review process for this
project. On 12 March 96, I met with Mr. Logan to discuss the design review process and the
design parameters for roads and drainage on this projecC. At that time, we discussed in more
detail the requirements of the review process; the "Pre-Submittal" checklist was one of the items
discussed in detail.
In the current review process, the Sponsor's Design Engineer is responsible for ensuring that
the design meets at least the minimum tequirements of the Standards. Part of this certification
entaiis completing the Pre-Submittal Checklist, and enclosing that checklist with the plans and
calculations submitted to the County Engineez.
At this time, two of the three items noted in our 29 Feb 96 letter have been completed: The Fee
Agreement has been completed by the Sponsor, and the Pre-Design conference has been
conducted. We note that the third item, the Pre-Submittal Checklist, was not inciuded in this
submittal.
1026 W. Broad%vay Ava 0 Spokane, WA 99260-0170 •(509) 45-5-3600 FAX: (509) 324-3475 TUD: (509) 324-3166
~ -
SP1.043 - Fisher Short Plat
Submittal Not Accepted at This Time
Jeff Logan, P.E.
Steve Fisher
March 18, 1996
Page 2 of 2
We are, therefore, unable to accept your submittal at this time. Please ensure that the Pre-
Submittal Checklist has been completed, and is included in each submittal of the plans and
calculations for this project. Should you have any further questions on the plan review process
for this project, please call Ed Parry at 456-3600 to establish a mutually convenient time to meet
and discuss your questions.
Sincerely,
William A. Johns, P.E.
Spokane County Engineer -
~-6-,
E ~ dward . e)r.,
P
. E.
Plan Review Engineer
encls: Plans (3 sets)
Calculations (2 copies)
cc: project file
Spokane County Public Works: Deruvs Scott, P.E.
Spokane County Engineer: Bill Johns, P.E.
reviewer
~ T;Spokane Caunty Engineei-'s OCfice - Third Flooi- Hax # 324-3478
1026 W 13120ADWnY S1'OKANC;, WA 99260 - 1'IIC)N[3 #(509) 456-3600
iJ ! 1TE. ~'Z va4 1 Al 1
7'O: lCGit,., ?-c-'
COMPANY:
CITY / STA'l,L:
NUMBCR OF PAGES (INCLi...1DING COVER SHEEZ,):
FR0 M: 6D -emp
i
IVtESSAGE /SPLCIAI., INSTRUCrI,ION:
Z • ~~3~nY ~~'~c.~i a~nlJr
- *e3f~a~ rt~e. 6aNsAvawr1 &4404ad~4 sL~vs ~►,~w,,~-i-
P✓~~,~1 cw t~ ~r~ .k aww ~r7 ~w- 0+'~3~
~ ' J
LOCAL ACCESS PAVEMENT STRUCTURES
AVERAGE DAILY TRAFFIC
SOIL TYPE 0- 200 200-600 600 +
~C GW 2111611 211/611 ~ 2„16,1
GP 211/611 211/711 211/711
~ GM 2'1f6„ 2~1/7„ 2111811
X GC 21117" 211/811 311/611
~ - SW 211/6" 217711 211/711
S P 211/611 2111711 211/811
-SM 211/71' 2411811 317611
SC Pavement Design
ML 3„16,1 , 311/811 4"/61'
CL Pavement Design
OL 411/7,1 511R1' 5101811
MH Pavement Design ~
' OH Pavement Design
PT Pavement Design
1) Soil type is classified by the Unified Soil Ciassification System.
2} Required thickness is given as inches of asphalt concrete pavement over ~
inches of crushed surfacing. ~
Z
~
.~1
~
SPOKANE COUNTY ALTERNATE PAVEMENT DESIGN
~
(INTERIM) '
~ • '
\
'
S,
S,
1
STATEMENT OF AGREEMENT
; :v •"r""•' • • : ~ • v:: . -;~.,;•'Y.•'f.vr:: ~ • ;•x;: v v: ::y. ; v..; : •
::ti:•:::•7. . . i.`•.`•:-}S:? ~ :v}: YS::•:
;:o
::car~~ ~.e::
.......~,..:...:~:=..::;:a.:
f ..:::::.:....~..::::..........r:.~::.::..: . . :E~~
: i:: i::::::. , : ~ ::.::•::.:::::::::•r: r:::: .
. . . . : .:r . : . . . . . . . . . .
.
. . , ...........::...x,«..~ v . ......................r.,.........,ti.r. :::i::: =
~~,h~~.~~;t'~ ~"SP NSOR" )~as entered into a contractual agreement
wit~~=-::~~~.~~,xi:~~~:~:~~~'~~' ( "ENGINEER" ) for construction
engineering
...............,.r.:.~~
• . . ~ - : • :•r.;r • :•r•»...
• • .x;:::::::.~:. . , . .;•:x . t.. . ~_::r:::;::r•
s e rv i c e s
i;a:... .~.?:~~~~~~~9~~ .
:•N::::.: . . - ~ ~:.v:: :,,r, . ~ r :t;j~..::::.;•::.:::::::.::: - ~ r
. . y.. .r:~ s:
....:..:..:.::..::::.•:::i::}:•y'.•iJ../.W..••..W~'.:~:.~}.~'1
1. The scope th~ese services incluc~es.;..-. buti~s not 1'imited~ -to-:--I~
A) Daily observation and reporting of construction activities
on this project;
B) Maintenance of all construction records related to this
project, to include, but not limited to daily inspection reports,
manufacturer's certifications, material test reports, and
correspondence;
C) Assurance that the construction of the roads and
appurtenant drainage facilities is according to the plans accepted
by the Spokane County Engineer, Spokane County General Provisions,
the Standard Specifications, and applicable portions of the WSDOT
Construction Manual;
D) Development of Record Drawings; and
E) Testing of construction materials for compliance to the
plans accepted by the Spokane County Engineer, Spokane County
General Provisions, the Standard Specifications, and applicable
portions of the WSDOT Construction Manual,
all according to the edition of the "Spokane County Standards for
Road and Sewer Construction" governing this project.
2. Prior to acceptance of the roads and drainage facilities by
Spokane County, the Engineer shall submit all construction records
and the Record Drawings to the Spokane County Engineer
3. The cost of the Construction Engineering Services for the
proj ect is :
•r
DATED this day of , 1994
Page - 1
=.T::MWR -:ER-`~~~:~;~~:::.:::~}~~~~~r~~ ~
RP~ kA
Wash'ingE:.oriCorporaE.:.i.on.:::>
By.
:-I;;~:::::; bas:S
---.......::P r e s~i'c~ e n t:.:::~
STATE OF WASHINGTON )
) ss
County of Spokane )
I certify that I know or have satisfactory evidence that
`.\•.~Y.Y.KY.ti{•.
is the person who appeared before me, and that said person
~ackriowl'edged that he signed this instrument, on oath stated that he
was authorized to execute this instrument, and acknowledged it as
the President of ~~irp~a Washington
: .r~:ti . .
corporation, to be the eanc~~~~"vol*uritary- ac"t..... . fcorporation,
for the uses and purposes therein mentioned in the instrument.
,
Dated this day of , 1994.
NOTARY PUBLIC in and for the State
of Washington, residing at .
My appointment expires .
DATED this day of , 1994
Page - 2
~.T ~!~]^~[/j~~~.f'~ }~1
••TT.~lTT::.•:. .:X.•~!'.SflT{TT.~~~~til.•~':~:f
i :.:'::•S:}~tih j.'.ti'.'.'.ti•.•.•.'.:.:`:.. i•'.':'.'.•.•.'.'r,. ~ ~ ..'.'+'.•.'.'.'.'.'.'1 ~}i ~'i.r.'.•}.::•i.•t.•?}
~~~ashington Corporatiori
_
By.
-
.......:ti.xtiti•:: ~ • }:ti't•:
Present
STATE OF WASHINGTON )
) ss
County of Spokane )
I certify that I know or have satisfactory evidence that
V.Y{.}Y•}}'.~ iiii~.
T~.........~0 is the person who appeared before me, and that said person
acknowl.edged that he signed this instrument, on oath stated that he
was authorized to execute this instrument, and acknowledged it as
the President of X.Y...Z_~>..~~~~::~~::~n~:~~~;~:::~:~ a Washin ton
. .
g
.
.w::::.w:: ~ m:::::.:mw::::::.::. ~ x... vx: .
- corporation, to be t:. ~e f~ree and vo~untary act o~ said corporation,
for the uses and purposes therein mentioned in the instrument.
Dated this day of , 1994.
NOTARY PUBLIC in and for the State
of Washington, residing at .
My appointment expires .
Page - 3
• ' ' • .
Standard Plan Notes for Developer Plan Submittals
1) All work and materials shall be in confornnance with the "SPOKANE COUNTY STANDARDS FOR
ROAD AND SEWER CONSTRUCTION 1995", and as amended.
2) Locations of existing utilities shown in the plans are approximate. The Contractor shall be
responsible for locating all underground utilities. Any conflicting utilities shall be relocated prior
to construction of road and drainage facilities.
3) The Contractor is required to have a complete set of the approved road and drainage plans on the
job site whenever construction is in progress.
4) If the Contractor discovers any discrepancies between the plans and existing conditions encountered,
the Contractor shall immediately notify the Design Engineer and the Spokane County Engineer's
Office.
5) For construction of clrywells, install filter fabric (Amoco 4545 or approved equivalent) between the drywell barrel anci the washed drainrock, and between the washed drainrock and the native soils.
6) Prior to site construction, the Contractor is responsible for locating underground utilities. Call the
underground utility location service at 456-8000 before you dig.
Optional Notes (when aolicable to projecft
7) For any curb grades less than 0.8% (0.008 ft/ft), a Washington State-licensed Professional Land
Surveyor shall verify that the curb forms are at the grades noted on the approved plans, prior to
placement of curb material. The Contractor is responsible for arranging and coordinating work
with the Professional Land Surveyor.
S) The Contractor shall employ a Licensed Surveyor to verify that the cross-gutter forms are at the
correct plan grade and elevation prior to concrete placement. The cross-gutters shall be constructed
prior to paving, and the pavement shall then match the edge of the concrete cross-gutter
Use note #9 whenever '208' swales are used:
9) The floor of a 208 swale includes the level portion of the floor of the swale, and the sideslopes of
the swale up to the 208 overflow elevation or top of drywell. The soil located in the floor of a 208
swale shall be a medium to well-draining material, with a minimum infiltration rate of 0.5 inches
per hour. The Engineer shall provide a written statement which verifies that all '208' swales conform
to this requiremeat. This written statement shall be submitted to the Spokane County Engineer's
Office prior to installing finished landscaping/sod and prior to final acceptance. The swale floor
material shall be installed to a native soil stratum which also meets or exceeds this minimum
percolation rate of 0.5 inches per hour
' ' ► . -
Standard Erosion Control Notes
These notes are to be included in the plan set when erosion control facilities are required and incorporated
into the plans.
ERl) An Eros ion/Sed imentation Control (ESC) plan is required for this project. Implementation of the
ESC plan, and construction, maintenance, and upgrading of the ESC facilities are the responsibility
of the Developer until all construction is completed and accepted by Spokane County, or until
vegetation is established throughout the site, and accepted by Spokane County, whichever is later.
ER2) Approval of the ESC plan does not constitute approval of any of the proposed road, storm drainage,
grading or utility design elements shown on the ESC plan.
ER3) The erosion/sedimentation control measures shown are the minimum reyuirements for the anticipated
site conditions. The Contractor shall inspect and maintain these ESC measures daily, and shall
maintain and upgrade these measures as necessary to prevent sediment-laden water from either
flowing off the site, or into new/existing storm drainage facilities, such as drywells, culverts, or
gravel galleries.
ER4) The Contractor/Developer is responsible for installing Rock Construction Entries at any and all
loc;ations used to enter or exit the project site.
• • . . ' • ' .
c . • -
Spokane County Staff Review Checklist
for
Pre-Submittal Meeting
Project Name: Eify~l -5f40U- Project Number:
Project Sponsor:
Sponsor's Engineer:
Design
Firm: (A1`57- ~~1146-WVAIfG Engineer: ff~,fr Lc4A-,4
Meeting Date: 12- MWM Meeting Time: 'R'OA-M
County StaffPresent at Meeting: 61 PAOA S QZ
Other Meeting Attendees:
name/representing narneJrepresenting
namelrepresenting namehepresenting
The Following Items need to be Discussed w/ the Design Engineer
General Items
l. List any special requirements listed in the Conditions of Approval, EIS, or MDNS.
jZ~ F& XUa'+rPo•t &7Qr25 4'5
description reference
/UcJi?CC -0 h43t4 c 4-4 - Xc(Ewk~ IN ~~X_ Q/w 6A495 418
description reference
DVWEWAJ I/V "W R-IW (Pav~FeLLd+"1 ) *i7
dewription reference
~ tA_ n_o0n 4-~o
description ' reference
l~-
description reference
2. Give Standard Notes to the Design Enginerr. Identify which Special Notes will apply, if any.
. ' _ _ . -
Road Plans
1. Road Classifications and Design Criteria.
#1 #2 #3 #4
Street Name
Classification
Roadway Width, W
ivIinimum right-of-way width
see note (1)
Min. Horiz. Curve w/ super ivfin. Horiz. Curve w/o super E
General Land Slope/Terrain
Design Speed, mph
Curb Type & Clear Zone
(see Sec. 3.15) ~ Sidewalk required? (yes/no) ~ q6"%
,
Note (1) Additional right-of-way may be given by the Sponsor.
Discussion: ~Ug,--~ M' P/"egr 5a;';oY4 AM-W
+ C0 lQsD ffilo~ f5 l-t keL.y
2. According to the Design Engineer, what is the maximum number of units which will have
access from a single roadway? 3 . What is the max. allowed per Sec.1.03?
wtJE"
3. Minimum intersection spacing is 300' for along a Principal or Minor Arterial (per Sec. 3.04),
and 150' for a Collector or Local Access street. What spacing is provided for this project?
4A- 4. Are any off-site slope easements needed, or off-site right-of-way acquisition needed? If so,
describe.
.
. ~ .
5. What type of turn-arounds are needed? (i.e. cul-de-sa+hammerhe etc.) " Street Name Turn-around Type Location
;
6. Road Surfacing Requirements (Sec. 3.16)
a) What method in deternuning road surfacing requirme ti ~ the Design Engineer propose to
r ~
use (i. e. AASHTO Design Metho R=valu ounty thi`ckneay~~, or other)?
V~) Provide the Design Engr. a copy of the Soil Sample Procedures, Design Report Format &
Alternate Pavement Design Table.
7. Does the Engineer plan on applying for any Design Deviations? If so, briefly describe below.
A49 A~nuo~ J~
Storm Drainage
1. B asin Map
a) Did the Design Engineer bring to the meeting a basin maP? V . If so, does the basin
map show topography and sufficient information to be useful? MAN .
b) Does the basin map depict a.ny contributing aff-site runoff flowing onto the property? Yes
Does it appear to be correct? . If not, explain.
c) Is a site visit needed to verify the basin limits? 1110' Schedule for: .
>2. Is the site located within the Aquifer Sensitive Area (ASA)? 6s . What type of water
quality treatment is pra,p osed by the Desi Engineer? '5VAV.VW 2~ S.Att t.atcaef
0 uUUIO AJa+c QU 14 4 01J GW4 ft"*J
3. What subsurface investigations, if any, are needed with this project to make sure the
proposed disposal process will function as planned.
K06S ' U015a4 54c1 _M57tff G W(1 kk2l,5 rA IkQt.* A,PW 'tv
. .
Mat* mv"'u AF
~
,
4. Are there downstream canditions which will affect the design of drainage facilities. If so
describe possible mitigative measures.
WA, -ko
,
5. Is maintenance access provided to each `208' swale or drainage pond? If there is something
unusual, what requirements were given to the Design Engr.?
. ,
6. What does the Developer/Engr. propose for providing for perpetual maintenance of the
drainage facilities? Please briefly describe proposed mechanism, and what is needed to
accomplish this.
M/ki,JTO1,4,''c6" W.C4401'd4M &~ULf- Tn eO. C-AfaQ.
7. Are Erosion Control Measures required with this project. If so, briefly describe applicable
requirements. ~
q
46S - V&V54A" ao- eF Mue, ,P-:I-"- 's ` AWIC-Y40144 r~~1rr~ar
Note: Provide a copy of this completed document to the Design Engineer at the end of the pre-
design meeting.
slLv,m pe54~4 Ga4eepC' :
je~a6tj W04T 1Obt(cK'Stx (10" ,at* ct AtAe)
~26L.e7A4e RtM ~ N !A
?J:z'GA.~e PtElAgtz WA-
jze4jueej S?Z"E ce&,cce~ Wg-
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, i
. S 17 O K "k NE C O LJ- N T Y
DEPARTMENT OF BUILDWC AND PLANNING • A DIVISIOeP OF THE PUBL[C jNORICS DEPARTyIENT
JAMES L. MANSON, C.B.O., DIRECTOR DENNts M. Scorr, P.E., DIRECTOR
RECEIVED.
PA;~ 0 A:1996
MEMORANDUM
County Engi~ee~
TO: Spokane County Division of Engineering and Roads, Pat Hacper
Spokane County Division of Utilities, Jim Reci
Spokane County Health District, Steve Holderby
Spokane County Division of Building and Planning, Jeff Forcy
Spokane County Parks Department, VVyn Birkenthal
Spokane County Fire District No. 1
Trentwood Irrigation Water District
East Valley School District
,
FROM: John Todd, Planner ~
U
DATE: March 1, 1996
SUBJECT: Proposed Final Short Plat SP-1043-95
Please review the attached proposed final short plat and Focward any comments by March S,
1996. If you have any questions regarding this plat, }~ou may contact me at 456-2205.
Enclosures
copy without enclosures to:
Steve Fisher, 721 N. Pines Rd, Spokane WA 99206
Glen D. Solverson, 4515'N. McDonald Rd. Spokane WA 99216
Dwane Zimmerman, 1801 W. Broadway, Ste. 100 Spol:ane WA 99201
tb
1026 WEST BROADWAY AVENUE • SPOKANTE, WASHINGTON 99260
BUILDttvG PHONE: (509) 456-3675 • FAx: (509) 456-4703
PLANNING PHO,NE: (509) 456-2205 • FAx: (509) 456-2243
TTlll• (c;f1A1 Z')A_'3l C~/,
. ' ~ • • e ~ (f
I 1 f
iM1~f~
f (flE ~4~, .Lc.• ~ t i i ~i~' "`.'t#;',
S i' r~ c) K A N
'g• e_:~f~rt~.~ C O C.T N T Y
DIVISION OF ENGINEFRING AND ROAUS ~ A DIVISION OF T[-iF PC;BLIC WOI2K5 DEPARTMGNT
William A. johns, P.E., Cotmty Engineer Dennis M. Scott, P.E., Director
February 29, 1996
Duane Zimmerman, P.L.S.
Jeff Logan, P. E.
Wyatt Engineering
Steve Fisher
Tomlinson Black Valley, Inc.
721 North Pines Road
Spokane, WA 99206
S U B1ECT: SP1043 - Fisher Shoi-t Plat
Submittat Not Accepted at This Time
Gentlemen:
We have conducted a cursory review of your recent submittal for this project, and we have
found items which do nol appear to meet the minimum standards of the Spokane Countv
Standards for Road and Sewer Construction. We are, therefore, unable to accept your submittal
at th is time.
This project is governed by the current edition of the Saokane Countv Standards for Road and
Sewer" 'Construction, adopted May 2, 1995 by the Spokane County Board of County
Commissioners, with an effective date of May 15, 1995. This edition of the Standards
irnplements some significant changes to the design review and project inspection process in the
1981 Spokane County Road Standards; these changes are intended to streamline the plan
acceptance process so that the project plans (as well as the actual construction of the roads and
drainage facilities) spend less time waiting for review by the County. The process generally
follows this sequence:
1. A Fee Agreerlient has not yet been signed by the Sponsor. This is needed, as the
Development Services Section (an enterprise fund) is not supported by the County General Fund;
and therefore must charge a fee for services rendered.
2. The Sponsor's Design Engineer meets with the County prior to starting the design
work in order to reach concurrence on road and drainage design parameters such as road
classification, maximum allowable slopes, design speed, design storm event, and basin limits,
etc.,.
3. If necessary, the Design Engineer and a County representative meet on the site to
further refine drainage basin limits and identify areas of concern.
1026 W. Broadway Ave. 0 Spokane, WA 99260-0170 •(509) 456-3600 FAX: (509) 324-3478 TDD. (509) 324-3166
~ •
Duane Zimmerman, P.L.S.
Jeff Logan, P.E.
Wyatt Engineering
Steve Fisher
Tomlinson Black Valley, Inc.
SUBJECT: SP1043 - Fisher Short Plat
Submittal Not Accepted at This Time
February 29, 1996
Page 2 of 3
4. If any project plan elements cannot comply with the County Road Standards or
Stormwater Management Guidelines, the Design Eilgineer prepares and submits Design
- Deviation Request for action by the County Engineer. The County Engineer returns processed
Design Deviation Requests to the Design Engineer for incorporation into the project plans.
5. After any necessary Design Deviation Requests have been returned to the Design
Engineer and incorporated into the project plans, the Design Engineer completes the project plan
design. The Design Engineer certifies that the project plans and calculations meet County
Standards, and approves the plans for construction, using the certification statement on page 32
of the Road Standards.
6. The Design Engineer submits the project plans, drainage calculations, and the project
notebook data to the County Engineer's Office for acceptance. The County Engineer's staff
conducts an "intake review" to ensure that the plans and calculations at least contain certain
minimum plan and calculation elements; if not, the plan submittal is returned to the Design
Engineer. . - "
7. The County Engineer's staff conducts a cursory "fatal flaw" review on submittals
which contain at least the minimum plan and calculation elements; if areas of concern are found,
the County Engineer's Office provides a list of these concerns to the Design Engineer.
Otherwise, the plans are accepted by the County Engineer's Office. Please note that the County
Engineer has 30 working days to accept project plans which contain at least minimum plan and
calculation elements; if the Sponsor has not received notice of the County Engineer's acceptance
within 30 working days of the date that submittal was received into the design review system,
then the plans will be considered to be accepted by the County Engineer. The Sponsor is notified
of, and posts, any surety requirements for the road and drainage facilities.
8. The Sponsor then engages an Engineer to provide Construction Engineering Services
for the project, and notifies the County Engineer of the same using the "Statement of
Agreement" form. The required inspection activities are identified in Section 9 of the current
edition of the County Standards.
These steps will generally get the Sponsor to the point of applying for a permit to work in the
Right-of-Way. After the Sponsor receives the Right-of-Way permit, the County will only conduct
random spot inspections to ensure that the Sponsor's quality control system is functioning well
~ . I
Duane 7immerTnan, P.L.S.
Jeff Logan, P. E.
V1'yatt Engineering
Steve Fisher
Tomlinson Black Valley, Inc.
SUBJECT: SP1043 - Fisher Short Plat
Submittal Not Accepted at This Titne
February 29, 1996
Page 3 of 3
enough to provide facilities which meet County Standards.
In order for the County to accept the roads and drainage facilicies for maintena»ce, the
Construction Engineer submits all construction records and the Record Drawings to the County
Engineer's Office. The roads will be accepted by the County after final inspection and correction
of punclilist items by the Sponsor.
We note that
1. A Fee Agreement has not yet been signed by the Sponsor.
2. The Pre-Design Conference has not yet been conducted.
3. The Pre-Submittal Checklist was not included with this submittal.
Please do not submit plans until the Pre-Design Conference has been conducted; the County
Engineer's Office will not be able to accept any plans for review until this has occurred.
l trust that this letter clarifies tlle steps that need to be followed in order to obtain acceptance
of your plans for this project. Should there be any other issues on this project, please call me
at 456-3600 to establish a mutually convenient time to meet and discuss your questions.
Sincerely,
W ill iam A. Johns, P.E.
Acting Spokane County Engineer
6W Ad Prc,
Edward J. Par y, Jr., P.E.
Plari Review Engineer
encls: Plans (1 set)
Calculations (1 copy)
ec: project file
Spokane County Public Worl:s: Dennis Scott, P.E.
Spokane Councy Engineer: Bill Johns, P.E. '
reviewer
'
E'f30h`a AiVG~E DIS`Y' N0RC H EAST TU
SP938 P'1_AY BOUNDRV 3-14-96 Do B.
AUTO ANVERSE
aTART 1540 94►85 606o : 4411. 5
5 IN4' N 0- 01 24u 0 W 29-10o 17.2ti.00 ;54o g6;~~ 606o e:'626:_;, ;=-:4
24 INV S 89 12 46.0 E: 369a Qt400 6-49 4 8935; 975. 26782 25
25 INV a 0 01 ti4o 0 E g 010e 01 00 249o 88353 975.306855 26
2~+ INV N 89 12 46o 0 W 131. 220Qr 251a 686i9 844.10094 27
27 I iVV S 0 0124a 0- E 11214.5200 147. Y~~~~~ 844. 1/435~+ 28
2E3 INV N 88 07 35.0 W 237e 9;'~~ ~54a 94516 6060 350i0 29
L.AT R DEPI --0a 00131 -0o 00b~9
29 HCLC151= a 78 46 40a ? W 0.0067 154a 94385 606.34411 r
PREC = I TO 170185 Ar^ea _ 61222.04 sq ft 1.40546 ac
FRC7M ANGLE DIST NC]Fdl"H EAST `fo
AREA LOT 1
AUT0 INVERSE 5TART 154. 94385 606.34411 ~
5 INV N 0 01 24a 0 W 200o ~200 3540 96v84 606o 262*5 24
24 INIV S 89 12 46.0 E 80.0100 3530 86456 6Pi6. ~6510 31
31 INV s t~~ 04 24.0 E 201. 5400 1 52o 32458 686.34718 32
32 I INV N 88 07 35.0 la! 80.0400 154.94148 606. 3499?' 33
LAT & L?EP' 0.00238 --0o 00aF36
3; HC:IoC]SE N 67 55 20o 2 Hl 0.0063 ~54o 606.34411 5
PIREC = I TCD 88840 Ap-ea = 16062.89 sq ft 0.36875 ac
FROM AKlGLE DI51' NC~RTH EAS"f l"CD
START 353. ~64J6 696.26510 31
FROM AiqGLE DIal° NClRTH EAST TCl
LOT 2 AREA
AL.DTO IRIVERSE
START 353.86456 686. 26510 31
31 I NV S 0 01 24.0 E 203 . 5400 152.32458 686.34718 32
32 INV S 88 07 3vn 0 E 80.0400 149.70768 766. 34439 34
34 YNV N 0. 01 24.0 W 2013.0600 ~52e ?'6767 766m 26 169 35
35 INV N 07 12 46a 0 W 80e 0100 J53e 676674 6O6o C576:.4 36
L. P"( 1 & !a/ EP -0e ~02a i O 0.00586
3c, HCI._OSE S 6/ 55 20.2 E 0.0063 .9J3a 864..J6 686. r'.'6510 31
PF3EC = 1 T'O 89321 Av'eza = 16183.31 scp ~t 0o 37 152 aC
FFdCJM ANGLE DI ST NORTH E1~ST TQ
LOT ; nREA
Au-ra INVEaSE
S-rAR-r 149o 70768 -r66o :4439 34
34 IYbN tlEl 0 01 6:..4r0 MJ 203o 06l,Y0 3J2o /676/ ! R6• M 6? ,159 33
35 ,6 NV S 89 12 46.0 E 77.8000 351.69876 844.05435 37
37 INV s 0 01 24u 0 E 204a ~~00 147. 16877 844a 1 3764 38
38 INV N 88 07 35a 0 W 77a 9300 149. 7'1;42 766a ~~~925 39
LAT & DEP' -0. Q~0573 --0. 00486
39 HC1-~SE S 40 19 18a 8 W 0.0075 149.70768 '7C►C~ a 34
F'REC = 1 T'CD 74916 Area _ 15853.44 sq f$ 0.36394 ac
FROM ANGLE D I ST NOR3"6~ EAST l'0
LOT 4 f~~~A
A1JT0 INVERSE
START 351. 698?'6 844. 0;4;5 37
bJ / d H V'V %.7 Es+ -J .S G.'V K~ w W Y.- L a3 eL o 6- 6- 15.- V-1 " Y J" o~J' J►J ! J f~.1 e C., t-+ 'S J 4»+ `Y 4V
40 INV a 0 01 24o 0 E 100.0100 249.88591 975.30269 41
41 I6JV f~ 89 12 46a 0 W 131.2200 251. 6887?' 844a 09508 42
42 1 i V V N 0 0d 24.0 W 100.0100 351.69876 844.05435 43
43 IhlV S 89 12 46.0 E 131.2201D 349 0 8a590 975. 26196 40
40 IIVV S 67 55 20s 2 E 0.0063 349.89353 975.26782 VJ
LP'9 l & LlEP, 1.80523 -d J 1 o 2d3`P7
25 HCLOSE h9 139 12 42o 4 W 1310 2c'59 351.69876 844v 054s:, 37
F'REC = 1 TO 5 Area 13122. 15 sq fi: 0.30124 ac
STEWART TITLE OF SPORANE -
818 tqest Riverside - Lobby-
Spo:cane, Washington 99201 -Phone: (509) 747-6426
?ax: (509) 747-6827
Wyatt rngineers, Inc.
W. 2801 Broadway, #110 Order No.: SPO-09038
Spokane, Washing~on 99201 CERTIFICATE FOR FILING
Attention: Sara uarks PROPOSED PLAT
Your Ref. : 95040/County SP1043-95 '
SHORT PLAT CERTIFICATE
SCHEDUI,E A
GENTLE-MEN :
In the matter o= zhe plat submitte.: for your approval, this Company has examined tne
records of the 'Ccunty Auditor and County Clerk of Spokane County, Washington, and tRe
records of the C:erk of the Unitec States Courts holding tenns in sa:d County, and
from such examination hereby cert`_='_es that according to said recorns the title to tn--
following descr_--.ed land:
SEE EXFiIBIT A-1 ATTACHED HERETO AND'MADE A PART HEREOF
VESTED IN:
GLBNN D. SOLVERSON and SHIRLEY A. SOLVERSON, husband and wife, as to that portion
of said premises lying ia the South one-third of Government Lot 3; atld GLBNN DALE
SOLVERSON, as his separate estate, as to the remainder
EXCErTIONS: As c= Scheduie 3, a~~~~:ed hereto.
CHARGE: $150.00
TP~ : $ 12 . 15 TOTAL C'riARGE : $16 2 . : 3
RECORDS EXAMINEZ" T0: January 19, 1_796
STEWART TITLE OF SPOFCANE
RECEIVEO ~ jP0144NE COUNTY L
~ • / '..,4 r.
Cynthia Simpson ' . '
FEB 2 8 1996 Title Off icer
.-AvI5IoN oF auiLDrNOANp PUMNING
aY:
: F~ .
. .
Order Vo. 09038
EXHIBIT A-1
THE SOUfiH 200 FEET OF THE EAST 394 PS$T OF THE NORTH TWO-TFiIRDS OF GOVSRNMENT LOT
3 IN SECTION 3, TOWNSHIP 25 NORTH, RANGE 44 EAST OF THE WILLAM$TTS MERIDIAN;
TOGETFiER WITH THAT PORTION OF THE EA.ST 394 FEET OF THE SOUTH ONE-THIRD OF SAID
GOVEPNMENT LOT 3, DESCRIBED AS FOLLOAIS :
BEGINNING AT A POINT ON THE WFST LINB OF MCDONALD ROAD WHICH IS 7.00 PEET SOUTH
OF THE NORTFi LINE OF SAID SOUTH ON8-TIHIRD OF GOVERN2MNT LOT 3;
THENCE NORTHERLY, ALONG SAID AJEST L.E, 7.00 FEET;
THENCE WESTERLY, ALONG SAID NORTH LZ:1E, TO A POINT WHICH IS 394 FEET WESTERLY,
MEASURED AT RIGHT ANGLES, FROM THE 3AST LINE OF SAID GOVEP;NMENT LaT 3;
THENCE SOIITHEASTERLY TO THE POINT OP BEGINNING;
E%CEPTING THEREFROM THE EAST 156.21 ?EET OF SAID GOVERNMENT LOT 3 LYING SOUTH OF
A LINE DRAWN PARALLEL WITH AND 100.00 FEET SOLJTH OF Z'FiE NORTH LINE OF THE SOUTH
200 FEET OF THE NORTH TWO-THIRD3 OP SAID GOVERNMENT LOT 3;
EXCEPT THE EAST 25 FEET OP SAID GOVERNMENT LOT 3 FOR MCDONALD ROAD;
SIZ'UATE ZN THE COUNTY OF SPOKANE, STATE OP WASHINGTON.
4
` STEW:-VRT TITLE GUARANTY COMP -
S:iJRT PLAT CERTIFICATE '
-SCH$DULE B -
Or3er No.: SPO-09038
GENERAL EXCEPTIONS:
1. Rights or claims of parti`s in possession not shown by the public
records.
2. Pi-iblic or private easemer==, or claims of easement-q, not shown by the
public reccrd.
3. E:±croachmerr-s, overlaps, *----vndary line disputes, or other matters
which woulc be disclosed an accurate survey or i-nspection of the
premises.
4. Any lien, or right to a?_zn, for services, labor or material
reretofore or hereafter fshed, imposed by law and not shown by
the public records, or lie:s under the Workmen's Compensation Act not
shown by tre public recoY:5.
5. Any title cr rights asser==d by anyone including buc not limited to
persons, ccrporations, gc-:==nments or other entiti=es, to tide lands,
or lands ccmprising the s:ores or bottoms of navigaAle rivers, lakes,
bays, ocean or sound, or _ands beyond the line of the harbor lines as
establishec or changed bv :he United States Government.
6. (a) Unpatented mining cla::is; (b) reservations or exceptions in
natents or in Acts author_zing the issuance thereoL; (c) water
rights, clGims or titie t:, water.
7. r-ny service, installatior:, connection, maintenance, capacity, or
construction charges for -ze:aer, water, electricity or garbage
Yemoval.
8. General tax2s not now pay=_1:4± e or matters relating :o special
Gssessments and special "=svies, if any, preceding =ae same becoming a
3. -S?ECIAL EX^EPTIONS: As c- Schedule B, attached.
' 2
_
,
Order No.: ,SPO-09038
SFiORT PIsA`=' CER"~IFICATE
' SCfiE7ULE B
SPECIAL EXCEFTIONS :
1. Reservations and/or Exceptians canta---ed izi instrurnen4{ as hereto attached;
Fram ; Trentwood Irrica==an i)is trict No. 3
Recorded :June 5. 1946 ar:; lanuary 20, 1947
Recox'ding No. : 701569A and 734'K'-,iA
Volurne/Page : 530/57 and 533/6,-3
2. General Taxes : Payable an F'ebruary ;
Year : 1956
Amaunt NOT AV'AYLABLE
Tax A,ccount No. : 45032 , 9056 Levy Gode : 2120
Assessed Value : 15.400.00 '
AffeCts : This an3 other = =operty
N0TE: General taxes far 1995 in the af $272.24 ha-re been pa~..:..
3. Irrigatinn Assessment for Trentwood -==i9ation Distrz%--: No. ti fa:- 1956
13I33Vd'ilaplQ;
Affects : This and other r_operty
Irrigativn Assessment of $45.53 by T;_--twood Zrx'igatic ~ Dist#ict Nv. 3 Ear 1995►
is naid in full.
END OF SPLCIAL EXC~PTIONS
. 3
ul uc
StL-djuart Title of .oPokane
8) 8 ltlest Riuerside, Lobby
~ s Traditlon Spokane, Wa'shington 99281
of Exce/lence" (589)747-6426 - FaK: (589)747-6827
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This rnap is furnEShed tor- informatiort '40d IocalioR u oses o
P ~P nly.
Courtesy of: Stewart 1704of Spokane, lnc.
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~~,\~~'~~~ti~:• :,`;t~,`,~~ ~ : ~lViNt~t t7AMI
• : ?:0:::CR NAT,ONAI ;l::E 1NSURAN:= ;>'v recc~c~•s usc. pfc~ C~ l •
/ ~L~-`70.~0.3 . SC:. 2
aJa c.'.~: ~t~Ut1
FiLEa GiZ tiCCaZ~7c'0
, Fil:.'. !or ::t<arcf at R,e~;ucjt of
REQUES7 0F Jnck gea::ett '
Jr.l 27 4 i5 ('f{'1s .
VERN0I1 W,OHLANQ.AUaITOZ
TO S?OKb!!F C9OTY.wAS}t.
oErurY
,ie ; . Box 12572 Mill'-400 WA 99212
2•
• CS :
Quit CIci= Daed PJR)l
.
c2`'r. cr-S , Lt"N=c FRISTO and ELVIRA Y.. r RISTO, husoand anc wi-ce ,
_ s~ ar-d :n «+,iaer.t:o, Gne Dvliar($I.00) and ocher valuable considerac:c;.
~~m•~, and ~u:. ;i:.;iN D. SOI.VE3SON and ScIZRL-7~1' A. SOLIE"RSQN hLS~ ~
~ «i. L
v^G i~2 , .
t.%s :a::c,•in; -ea: escsce, siCUaceo :o cht Ccuncy of SooIt%, ar.e
Sca:s of any Inccreat :hrtein vhich gtsncor may AeTeai:er •cqvize:
.,.n. . _
Tna= :4-- che E3sc 394 feet of the Soeth one-thi:d
--o e Cove_nce::_ :.ot 3 in Serrjon 3. Townsait) 25 Northy,
Ran-e j4 = = = - 14 4 Spokane Councy, wasningcon, aescribed
' as :~:lows :
a coinc o. :.ne [:est ?:^e of ".eJanald Roac
:s =eec SoLth of the Nortn I:ne of said South
ane-=hi,:a 'dovernmenc Lot 3: thence norzierly, along
. ,a:c i•Jes;. :_:~e, 1.00 :eec; chence w2sterly, along said
;tor:h ?4ne. :o a point wnich is 394.00 teec westerly,
. , reasu:ec a=-:ghc ang les , from the Eas c?-;ne of said
. Gove-ztmen: 3; thenca southeascer? y to me point ot
.~ec, i:.nin g
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, ' . • ' „ : t Fscse TC on RGal ta=•
c . 2r
OG~I Y/. CO. tt:s
oa=ee ch+s a•r oe January, L4 76 .
. . ` ~
• -.-.,~.~~-4`'1~ ~o----------►sFac~
.
' S;i.= Qr
CL
" ca;a~r -r Sookane. .
'0-: u,:i c,r ;wssa.,.i:i ,9D.,:.a a.tar. I.EWIS G. FRIS?0 and ELYT_RA K: F8LST0
' to m ;an.a w k cht Lm-V'=&wis 6eseztJed la aad who sxaeuud thm vtsbla ani latA6otax W-I,.,•M"~, Aad '
at'sauftle-fted wt C.y127 •iserl ta~ ~amm Ctie lr lru .8e+/ vo4rcaeY Aee ad d.tad. law tAs
% ~c?~'.~,us~• ~ad rr~nsa~ r2~rela a~o,ti~. •
c:vU „msa n.o. ..a otrsct.t ...L ch" pP3 a.r t J wry, 1976.
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FiLCO OR nECQRGE0 • .
Fiic::'r;.: i,2_=d c; -Reqvast c:
2EQl:"Si OF :INAi:0!iAi lll',t ~ . _
. • ~-'1%3,.. ✓ ~ivi-„_ . . .r ±J : • ' ~ ~ ~ ~ Z~ ~ i ~ 1 ? i , ~ ` .
.lddrw . A ~•..,~:;.K:
OPUTY
Gcp 3ca ScU- ~ ~ ;i;.~~x..< . .rJ~ ~ ~ ; ,
,
- . . ~ tatutory ~r~r Qrranty Deed
: .
i'riE C;R_tiN TOR a s:agle Tsn, .
`ar and :n consicuatiur. ;a5 (jFt;.JO) and o:her ocoC 3nd v;,1uA51e ca:.sle-trac:.
_:.rr.c ~aia, cr;:s•:r;s ~.c s~.:z:1f5 :0 ; :CL~I~35u::, 1 singI e :..an,
t!:e l(d,e,:inq dc-scrioed c-tatc, s::eatecl in ;he Ciunty of Sook:.ne , State
Washir.;1 on:
=eueh oi =.1n. - . ' i5.6 fect .z: :tic 5oueh 250 :cee ot
2
. :;cr:h c•:-3-t-.7_; ot Jzve:z.:.cn: :.ac 3 in Scc;:on 3T iac:n.sh:'p ~?5 X„ or:z,
aGLn`_'~ast.zc .:In:iet;,, `it!rtc:ian;
1• Tc;l ~iv .:JL O: c:-C Z:5c 1:+5 _C2: O[ Lh2 i:0:-.h
_,.C 3 -cCLfC:. 1, :i7dr5lLn 211 :!O1'th, -K.1f1:za
t12 3 .~..~1c :2 Xcr 1Ci1:1f1 ~hC r:iS= 75 i -.at Lt1C~roO-
_ • . . • :Or X=:.'totC° S 1 :Laco. .1 S.
:OiCdf9e _J;:ctcy, :4sh::l&-0n.
2. .%bi:;a ...:1re assess--ancs by Spok:sne Va! 1ey e: rocec: ior.
:nd Trcncvood Irr!t;ac:oR Oisc:ict No.
3. ~~sc-••;._:~~ of~ a!? ease^e.^.cs ac:d ::3ac oc vay over ss:d proee::y
:n--j to c--;c:u=_ and :r,inca:n zcw canals, ci:chcs, :lur..cs,
ecc., ::...a'.^ec :n a ceed ::or. .-:ca:::cec :r::;acion ~istric~ No.
ttiro•_,- -_c: _.::e is c'_ai_zd dsted :,ecember 3, 1945, and
: Zco: zZc : nLock 333 0_ ~'zads, pege 50!.
. ,
. . .
.
I ; uei.e Tax on Raal E,eace
. . ~ 7~ ~ ~
$ 083
f~•'• 1~. ' ~ ~ \ 2 ~ ~ ~ ~7. ~ .
; ~ I% I :`I~•h. (%I 'ti~
.
• l '.~\~'C`1 ! I n. 'O, W 7.:
. . . ~ _ 4:: ..u.r?
• . • _ . . . . „ ~ /7 .
. • . ~i ~
Dactd L:is day of .4ori I 119 55
~SZAL) ,
• STATL OF R ASH lNCiv\, (5").
. ss.
' Coanrf ot 510<ana ,
Oo t.ai: day personi+! lppe=red ,~,elote me SCHD;i: a s i ag i e:ann, ,
to ene tnoacn to be the :adividwl destzibed in and who ccec'uted tlse .rithia tnd tongoing icrstrument. - u
xiao..led,-rd tlsu =e siSacd the saase u' his tret and wtuatary aet and decd. !or t)
uses aad paupoxs tberca s,encianed.
. , :V, . : :
. . - - - • GI« uada rny _hxod stnd uffiaal sest usis. .s »+c1ap Apri 1 / 19 ~
1\: 1 t'~~ ~ . ~ / , /
~7 •;,.~1;~~\~~~~`~~~~1~.``.:`7~`t i ) ` ~ i,.:/ ' , ~ ~~-y~ .
~~.1.`Z3~. .'•✓~titi.'~C~1.~ti/':~1~~•'~ ~ I I ~ •~I~ ~ ~ ~j ~~~.C
~_~.:Kti~O~.
. - i~ t~ eJ
: ; c ^S2~"h~~~'= •~f' "~~c ' ~ . , ~ Xotsry Pu61ic nn &ad Ja► tjs .Slels o/' {V ttAijef1ow,
_ _ : , - . - . : - ' . ' ~ ~ 1.'' ` rslid'~.r st SQakaas
, . .
57
•Svbleac :o Caepletloa of Rsal 34Ca a. Cont-ac:, mor on file la Spokaa• Conat7 ~ co pagr 327 0=
book V o: .:ootrse:a ot Aogvst IBtb 1936.
• ~ Drted :hia 23rd doy of Sttas 1931. ftsool 9vrri1l (5ea1)
m
1 3TAT4 QP WASRZM?OH,) •
~ Countl of gpokaa~ )ia. Z. :So undiersigned, • XoterT TuDlla ln and :or t0e aOoM aow4
Count> .nd Stote, d,o heriDT ctrtif7 CD.t o t51i 33rd dr1 0! Jua• 1957 D4rsca~lly app~r«t b•fare
ae R. 8vzri11 (qtiasal Borrill) .nd K.rein S. so"or to " koo.a t3be ihe lodividnal_ donQllt"
~ in an! .ho ezeeotod th• .ithirt instru~c en~Y:so+~ed8ed 'hat .:har' ilaoed and tooled t2se uM •
as bia !-es .cd •ol.ratarT act sad Qeed. !or tD• -z:oa aod purpoae: :Urrla matloaed.
Oivea under arT hand enQ atrleLl Malthe dey ame- !oor Lst •bove i'titten.
i •
Ho kia•
- • .
~ C. T.;ioy~lns. ~otsr7 Poblia t xot•sT Dlia for St•ta of
~ 3tate of 1►ashSagtm t Wesblagtao.Rossldiog at 3yokeno lb.
;I Comzlasion exQirea PeD. 13. 1938 r
- -----I---r--. -------------------------------------MN w M~~~~~~~~~~~~~•
' 701.Sd{A 3li.41•50 Rel.4•83 '/l..LIAY:Y M=
Xar-4ot7 'JMd TTw Graotor lfartlo 0. 3olDerg, a Dacheior of 3p041160 Cou0t7
Piled Jnn S 1W6 lOiSt I.M. o0yofcaa• iLa:o •sf VsahiagCon, mr sod la aonsidorat icn of On•
Req. Spokani 21t1e Co. . Dollir .nd c:ter •a1va01e toaslderatlaa Sa band pol+draonvoTs
~ •Ios A. Sterart. AoQ. sod •arr.ats :o Cldreao• Ande'son, a MrrLd ma tba tolloving
1 Aras:rong. Dep. doscribod roi;eit.to,situated ia cD• Coooty of3polune btate ot
~ee. ~n~elt 7~thingtoos
_ i Tot i..ntT.:%ireat (23) ia Bloak Qoe SanCred 3even (107) of
Lidgervood = a: k Additioa !A tho CIty of Spokiae.
SuDjeet :o
Deted :h" 24th daT of YgT 1946. 1[ortla 0. So1Derg (S*al)
drA,l- c9 xAsMoWr.
Count7 ot 9poLsc• its. Z, the aaCarsiVd, s Yotar7 TvDl:e Sa md for the abovo rs"
.J' Count7 and State, do henti etrtlty that oa :5L 21th daT of xay 1946, persooa12y •ppoemd befort
' as Yar!Sa 0. 3o1Derg, a Uaeholor to ae ?nowa :o to :he indiT:_'nol QevcriDo4 la •od .bo esecutod
C the .:thin initrnvAt, •ad aelcnovldgod tbat De ti;nsd •od sealed tba su• saL tree acd Tolnntsr7
act acQ derd, tor the aooa aod Virpoiea :bsrsiz "ntioooQ.
' a19eo onder s7 hand sa+d oltlaLl seel tb• d.T aad 7edr L st sbov• •riStee.
Oeorge SI,.or Broso
George 31ner Arown, Iatsr7 rablio t loiery rablio for Stato of
3tate o: Xsablagton r x~tala6tan.Rasldiag st Spokaoo
co.nsii:ion •salr./ go.. 1447 : r•~hinasoo.
-
~ 701567A 2'.°+.° c1fU2RGR Tbouas Y:estoa 9alcer tor ad Sis ooasLLrstioo of
, $tit'CI.a.ts..Zoed o]B AItD I0(J00 ) Dollars, ia haad yaLS, eaevoTt aad anit
Ms4 :on S. 1946 lOs57 A.X. cLLas to ••o=i• L. Blair, *boss hvoDaod ia Cbsr1o• Y. 3L1r,
. Rsq. c. P. Laaa 'a11 intervat 1a tha tollowlar desctiDod real eatate, •itQtYe
a-w A. 3te.arL. Aud. 1n ch• CaCMtT ot3poksn• Stste of 6shiaatoat
E. Arssc-oog, Dep.
Rte. L. 'aseY Lot 23. 32oek 22, of YSTTLZIOY'S 3=01D AIDL?SOt to tbe CitT
of Apolcio. ?alla (oo• Spokane) Sa ths Cit7 atspoitsao.Covat7
of Spokane aad 3tstg vf js~tilaaton. teeordiag to ine plaC
~~i ~ • thsreof~eeorCed ia ,3ooic of TLts•st.Daa• 118, ia tb•
of:1c• of :hw Aaditor of :aid CoontT.
Uoted :5L J?c*r of lund/AM8. • Zaome Trostao 6a1nr (3,@41)
3TJ1 0! 'A3S12P3T01, .
CCfJ!t'! OP 3?CtAl3 s@. Oo chia C,ay prreoas117 .ppoard bttor ~'Q ~itoo 3+icer,
to ae Ynvm to D• tmr ~diviQaal dase=ibed 2a aod •bo axoaoted the •ithlnlUrtfltAMp. aefcaow•
l&dg*d Cnot br t2abOd tbi naw •s hL SrN sod •oluotarT aet aod d"d, tos th• ose• anQ yor9oaes
thor*in scotioned. •
. ~ 3IV32 ane.. ur e.sa .=a otrsas.i ,..i thla 3ra UT of sm. 1946.
C. t• OSlam
C. 411ssa, YotarT ?abZ3.e i Yotasy Pvblio la and for 'he
Sof Temhiastoa . t 3tat• of Tatblaatoc,lesiQl$ •t
[ - Coemisaian •xpi"• ToO.. T, 1949 t spokaae.
I ~ ~~N~~~~~~~~M• ~~~~~~~N ~I~1~NMi~~~1~i~~r~Ni~~1~~~
7G1369~ SC.~'1.b0 Kt7.=1.68 WAJOtANTY V=
WhrrMatT 4o" 'b• arento: =!JMCOD I!lRLOATIO1 Di7TRZC7 10. 3. • qubtie eorp-
Mled ;km 3.I944 11 t0t A.Y. oratioo ot tbs Cevocy of Spoluw Stat• of ysDington !as dnd
Uq. 2r+otM ia e-)ns idortt loa of Ptf t*on hvadred aed o0 oae.hsandsodtDa (=1500.00 )
Jos A. SCo.srt InQ. 7o11•rs. in baad ;sid:: eoavera aod Issloatt to Staalay R. Servu
t. Arassr+rna ~y. •ad Lyali 3. JarvL, besbesd •ad We, the talloriag desesibed
3oe. L. La~e~c :.•1 ttsts=., iitostod Sa tlsa C491027 of 6polue• SCate of Isabiaatoos ~
:be cortb tvo -thirds (Y 2/3) of tbe Eeat ooe thovdan4 thlrty-
~ ~ •iot (1.C38) tNt o! Ov►orss~t Lot ~ro* (3) 1a seetioA
thr+e (3) to+roablp tsrnt7•tive (23) oertD rsar tert7•tonr (44) S.f.Y.iA the Conaty of 6pokaao aad
State K Watbiostoa.
'_'.0 d1Atri41; rtserns 3I1 rzLtlas siota •f .sT aaa M/MfOt• ever •od aero@s roid pro.isoo .od
•1s* ttw r asy miad ail t]..es toso opoo ri! pr*sisN ,or asy p.n tb.r..f, for tIIe purQoa•
etomirwt -rstSas od m3ntaialo6 saamL, aiteloa, tlaws. or p4e 21wo, ibiab ab*ll 07
tDe Dwsi al etRS of sa34 dlatsiet IPO b~OibM asM~~ery La fba oyers loo of t!e dist:let
r O f~lttrs.
%bf4es N' Xi st bi4omw7 ssswmats •t r+~ord rsl t• dLtsiet uoessswts aad pmeral tasa• pqabla
Sa t'be Jwr I949.
. . : . ~
. • - : '
: ~ • r;;~, .
~
~ ' - ' •~ti
533
~~~J
~
~7.!4471s 3c.:1. RtY.$i.lo nR?a:::.' 0gD
•M Tne Zrantor i':^entwood Z:r:aot!on 0:s:::et j3, ot th• Couaty of c:led .+'en.2Q,1S47,12:0EUY 9gok6,net Sii-to of Toals:no:or., Sor a:.; :a eonsiCerat:on of •ix ~
.°.eQ. lr9ntee hundred inC fiStp rnd no/'1C0 Co1Lrs, ln hanl paid, ctawy and
?rrin1c Glo,:e-, lud. worrent tc :hrrlea Eaiver •nd qcss Sa:verl huaband a:-+d •ife the
3. ;.rastronb, :op. followinE Cener!Ded reel estgte, t::::i :cC in-the CovntJ of ~pelce.•:
Rec. ::7 :er=on 3tata of Waahingtons r
~ s
1+ 0 Zhe South one-t?:ird (9 o.* :he 3oat 1039 :oot of t3ov*rnonfnt
Lot •h:•ee (3), 5Qeiien Three (3), To,rr»C:p 'ilventp-:lve ) \o:t`, 3atG* rorLp•tour (44)
s.7. I.,..
T:'.s C.at^'_cL -eservea a11 ex:at:ng -:i;.`.ta aP noy •nd esae_eats over •aQ tarvas eaid Qrem-
:.3ea, 9.^.d a 33o :he ,ight o t anp snd *11 t:,cea Lo oc uron ii:-, ;remises, or •ny ;ort thereot,
=or ;ur;ose o: ecracruet:nG, operoc:nr, oad ss'acs:a:rg eena:a, d1:cres, :2ume or pip•
wiiich a::,oil bp :1:e board of D::ectcra of 36:C d:a:-:c: ~o -Ieoaed neeosasry :n the
~ ope,seion of :ts irrlgotion e7atam.
Sjb.t=t to F.:rrxey and utilit7 esseaer+ta f: finy ot record.
':e3tia:cny '?:areof, 3eid corporst:c, haa caused ::s nsae :a :e •:gned hor*to .nd ib aor-
,.orb :e 3ebi: o b e 4f1':xed Lh13 2nd da y of Uecea.3er, 1948. .
'
~ .:ent~eod Frr_~aelon Jietr:ct i-er.:rcod =rr:oetion ':otriet 13
3pcfnne Couat;,]fash:noton . 3y Ser: 1:icQen, la :Cs c-esident
C:;pn:zed I9' Sesl c AL:eact T. C. 3s218e7,Ag its Seoretery
, S
Cc_:::7 o{ 3icdeae
3t9:- of 'IT(-a:.:^o:on )aa. Cn Lh:a 2:Od dif of Deceater A.Z. :;48, betore me, sItotsr7 PuDl:a
_a er.d :or C:e r.ove aocec: Ccunt7 ond $t~ te, perac- 1y sapca:~eG Zarl koCden aod 0. Ressa~
' ta _e kno*n to te the ?resident •nd Jecretarp reetect:w.; c: :he eorporstion :~.st exeauted
, :.:e .::;::n c:.d :o:~Ec=nE :natrument, andockno.rledred :r.e ea:d :r,stru=er.t to bs ttse free snd
vo:ua:f:; ac: s nd C eed of ss:d corporst.on, foi• the uaes anC ;cryooe• charvLn nentloned, end ~
eec:: c:i oeta styted throt he •aa •uthcrized to exec_te sa:d. :-z::-=eat aad Eh.s: the ssil '
::ze'c !s the corporste aeal of said corporsticn.
:n •::ness "?tertor, Z have herovate as: s.T hsnd •and a,:::xed =,w otZic:ol sea: :he Qsy cnd
- y1.e- :Z:.L a_~•7• tr::tea.
-~?red J. Cu=n:=&`sc. :totyrT R:D21cs P-.eG Qunnirgiian. !:otsry Publie
Sti:e cS .Tb3::^btca : :c- :te 3tst4 of toah-nEton
Cc.r :ze~;on ez;i:da SuE. 5, 1947 : res:C::,sat 3poYaao.
N- N--1----------------1~~~~~~~~~~~~- -----1-----1-------1--
734475,~-'. Rev.46P.55 ~1.•'•'.~Y~ :)SXD
'TJ ".'he Gnntor D. D. :4=0n, i w:.:ose: aZaem I-atowr :.8, 1946, resid-
?:_eC -;sa.20►-947,11:05r►ll inC bt Camden, Waet:instoc for 6 nd :n ea►sidsrstioa of oAe do1Lr
~ Req, irsntec snd other valumble canaiGerst:cn (41.:,O) dolLri :a 2saad Fsid,
p:-ur.k j. uZow-, •ud. conveya snd nrrsnta to k-.Ivin C. -ahn.on iond Pern 1. Johnaoa,
. 1:3LronQ, , ep. hia vite, :h• grsnteea :he :c::cw:=o Csset:b4d ros: estata,
Rec. t r =4-ca
:nst port of the Soutiiesat (SE;) nt the NortDasat Quortgr
(h'Ei) of 34ct:on Pour (S), •oraa:::; :tienty-nine (29) Lorth, Qan6•
Port7-feur (44) Esst of Cho Til:&e.:io Y.r:dirn :a •eid eounL7
Lnd sta ;r.:j.;._, Souih and Ecet of che right-ot-.ar of c-li :.-s. c lortharn .11a i.saT OaapanT
oei:aen the :eater llna of :h• • b/ssConed FrSedeter 3osd So. '65 snd c2se 7T:~r Ro*d ~o.
21.:9 ss ehor~ !a tb• filoa of th• Count7 Enginser, d Spofuco CovntT, 3tnte ol asb:rgtoat
1? so. th.ot ;..rS of 3ect:oa rour (4)► Yo*nat.2p 11rontT•n:no (29) :arth. qin&s Port1-tour (44)
F:aa: of• C~s 4:1Lsetie ILeridirn, ia te:d cauntj an4 ssste, :.ing Sv.:th •nd L.st of th* r!&ht
(it-.z7 oS -:h. 4rest Sortlorn RailiaT Campanr •nd Saith inC Test at the PrlsCegtr RoaG I;o. •
:.139, aore ra-_iculerlJ dosc::Dodar folla+ras 3og:nnirr,.c 7:. ~oir+c of intergootion of th•
3ovt2-.es aL"er:J :las oZ •aid right-af-qsy ot. tbt Or*st'Norc :r:m"0.s::*sT CoarydaT tDd'~`.30 aeyLh-
~ves!e-13►•li'e af ia:1 °r2aCegsr Rood No. 11Z9i theaee 3ovc!-.ssstor1T alonE sa:d right-et-•eT
• :!i1:a.iiea•ct :'vo Fiuadred T.ienty-nine (229) t oet; t:3sacs rait :2ss* bur+dred :welve (Z12)
:-!e:, nor*- ar :sas, Lo thd goutherlJ lin4 of asid ?riedeRer »cad No. 1159 •t or t►ear station
'r:.2-4 oTSS:C rosd as shown tn the f:lta of th• CountT Zrr,:=Qer of 3poYeno Caunt7 , 3tato of
•'eeh:;o:oa; t'=aee i:orthvtitgr1J eloa& the boutberlT 1Zno o: io:d roid to C 5r point of be-
~ 1n tht County of 3pokeos, 3tstt of tail:::+E:on.
Dated Dietssste r 23rC, A.D. ►1946.
3L;:•ad Zn y: s:r:scn o! E. L. :on48 ) D. D. LWod
sts :s of WaablneLoa,
Cou-C7 ot r{aGL:ti1:I#;as Z. ~ +otcrT ruh2:e :n and :or t he stcta of Teah:ngtoa,
:~a iG:ns "at i~~ort, ~~~hinvtan do .-.:y cdrtil! that ~a :i-a 2Srd d.y of :wcsaber, 1946,
;er3ena117 s;-peared '.kfore ns D. D. :.c=aon, • vLca+rer to aw ino.n to be tAr ir+dividu6l de-
8c-.b:Vd :a aad .ao qzeevtod tho •.:h.n lnstruseat .nd aelcr.o.led.&gd thse Do •ignedivd s @*led
~ :::e casoss h=a frve •nd •o2=tsr7 •et . nd C dod fr.r ctu uaes • nd ;ur;oves ?ersin nrntlontd.
:p"r Q haad ard e:t:e:slxal thia 2Sbd cT of Dsee::er, 1946.
3 doass, ra:sr7 YuDl:e t L. L. Janed I LoSary ?uDl:a
3tbt* ~:=.~o•= s t :n •ad tor this *Its:s of Taah:ngtor
• 1:471 -s•:.d:as at Lrwport :a rid Caupty.
sico' Y irs• 1ia1 lt
C aa=.t ~
.
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_ . _ • ~
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e
S P O K O U _I.V I" Y
• 11 DIVISION OF 7'i lE PUAI.IC WORKS DEPARTMF..NT
Ranald C. Iiormaiin, f.E., Cnlanty Erigineer Uennis M. Scott, P.E., Director
AGREEMENT TO PAY TEES
ENGINEER'S AGRCEniEN'I' NUMI3FR
~
This agreecneiit bet~veen Spokane County and ~~e v e- u.
(nante oerson) -
_
whose interest in the project is 4-eP1,7
kr.e: a ner, agen[, etc.)
is entered into this ~ day of Alile-k , 19 . This agreement is applicable to th4 project
kuown as: 41 -7
(project auwess or nienaine ce iiie nurnmer) ,
7'hat the individuals and parties natned herein as having an ititerest in the above described property or project
agree to the following:
. 1. Reiniburse Spokane County for project review aild inspection fees as speciCed in Chapter ~
9.14 of the Spokaile County Code. 'I'he fees will be based on actual salary costs incurred
by Spokane County for project reviews and / or inspections plus a ten percent adrninistrative charge, ancl will be billed monthly as accrued. Any biiling amounts due,
including any expenses incurred in the collection of an overdue account, must be paid
prior to the County's acceptance of tlie project for filitig. if a project is approved and/or
. filed with a balance still owing, tlie unpaid balance shall be paid within 30 days of the
invoice date.
2. 'Clie undersigried agrees that these feES are clue and payable upon receipt of the billing as
speciCied above.
3. Any invoices not paid witliin 30 days of the invoice date will be considered delinquent.
lf any outstanding balance on the account for this project is not paid within 30 days of
the invoice date, tio further reviews of the project documents will be cvnducted unti) the
eritire accouiit balaiice is paid. Any balance on the account for this project not paid
within 65 days of the invoice date may result in legal action or the initiation o.f other .
collection procedtires, iticludiiig referr-al to a collection agency. T'he Sponsor will be
. liable for any and all expenses incurred by the County for the collection of overdue
accounts. 4. The month(y billing should be sent to the attention of:
,
NnME: ~;T epU' 1 -~~vnDDRESS: IV s ~
ClTY, STA"I'E: x e7 kt e_
. 71P CODE: ~J q6e(, ~ •
rlioNE -7 yd v
I understarld that failure to pay these fees rnay result in delay iii completion or approva( of the pzoject or other
p0SS1blE S1IlCt1011S.
Cl If this fee agreeinent is completed by someoile other than the Sponsor (i.e., the project
owner ar a priiicipa) in tlie firrn sponsoring the project), such as the Engineer designing
the pro~ject, tlien written aulhorizatioii from the Spansor specifically autiiorizing the
Agent to execute this Fee Agreet»ent is attached ~~is Fee n eemen
SIGNnTURE By:
~ t(f~~e
(PRIN1' NAME)
RE'I'URN YELLUW COPY '1'U SI'UKANE COUN'l.'Y I:NGINEERS
k1p\Ragreemen.fee 2/1J95
1026 W. Bro:►dcvay Arc. • Spnka nC, WA 99260-0170 •(5U9) 456-3600 FAX• (509) 324-3478 TUC): (5U9) 324-31(~6
.
October 19, 1995
Glen D. Solverson
N. 4515 McDonald
Spokane, WA 99216
RE: Short Plat of Parcel #45032.9056
To Whom It May Concern,
Pursuant to that certain Purchase and Sale Agreement dated
August 21, 1995, I am extending Marilyn McConaghy and her
representative Steve Fisher (at their own expense) the full
right and authority to prosecute the Short Plat process on
the above described parcel.
Respectfully,
Glen D.Solverson
~1~, --~v~
• : ' • • : . ' • . ' - : . ~ , . - ' . ~ - . . ~ • . . ~ : ~ . . . . . . ' . • - ~ •
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RECE' PT Date 19-~~- 21 80
- - - . _ -
Received From ~k) ID 2i2
Address.
Dollars
For~~
GP 'G4`~ '
~ • ~ ~ ~ ' ' ACCOUNT ' I ` -'F~iOW PAID
• , ~ AAMT. ~ + I CASH I I
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~ • . • AMT. PAIO CHECK ~
. dAIANCE MONEY QV ~
OROER Dr
~ . DUE
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• . . . • ~
. ' . _ ~ • • . . 8K803 ItMFOM.
~ - ' ~ ~ • . . . - - - . . ~ . . - -
• . - • - ' , . • ' , " •
~ - ~ ~ . . . _ STEVEN D. FISHER 14 9 2
W. 120-B HOLLAND 509-467-4220
' ' ~ ~ ' • . , • SPOKANE, WA 99218 . ~ 28-8269/3251
. . _ 19 .
Pay to the ~ . .
order of $
_ . ~12n Oollars
~ i SPOKANE RAIIWAY
. . ~ CREDI?' UNION . _ :
. , PO. 80X 6011 SPaKANE. WA 99207
_ / . . . 41/
Memo L
~ . , . . ' . . . . 1: 3 2 5 L8 2 6 904 2.20080 LO 5Ii~ 1 4 2 . ~
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~ DEC 2 1 1995 ~
BEFORE
THE SPOKANE COUNTY DIVISION OF BUILllING AND VIP.~IJ404ffMT`'' tNGINEfR
IN THE MATTER OF ) FINDINGS OF FACT,
SHORT PLAT NO. SP-1043-95 ) CONCLUSIONS AND
DECISION
THIS MATTER, an application for subdivision of land from Steve Fisher has been received
~nd decided upon, pursuant to iSpokane County Subdi~~ision regulations, on Che
C% I~ day of t~ ~_f' r.-~ t-. 1995.
FINDINGS OF FACT AND CONCLUSIONS
1. The individual signing below has further been properly delegated the responsibility for
rendering the decision by the Spokane County Director of Building and Planning.
2. The proposal is to divide approxiinately 1.41 acres into 4 residential lots for and those
uses permitted in the Urban Residential-3.5 (UR-3.5) zone.
3. The proposal is located west of and adjacent to McDonald Road and approximately 250
feet south of Wellesley Avenue in the NW 1/4 of Section 3, Township 25 North,
Range 44 E.W.M. Spokane County, WashingCon.
4. The existing zoning of the property described in the application is Urban Residential-
3.5 (UR-3.5), previously established as Agricultural (A) (file # 4-24-42) zoning in
1942 and redesignated to UR-3.5 on January 1, 1991, pursuant to the Program to
Implement the Spokane County Zoning Code. Pursuant to RCW 58.17.195 the
proposal does conform to the requirements of the existing UR-3.5 zone.
5. The Spokane County Comprehensive Plan designaCes this ai-ea as Urban. The
development and uses, as proposed and conditioned are in coinpliance with this
category.
6. Surrounding uses are primalily single family residences on mixed urban size lots and
open space.
7. The Spokane County ArCerial Road Plan identifies McDonald Road as a Collector
Arterial with a future right of way width of 70 feet. The existing right of way width is
50 feet. In order to implement the Arterial Road Plan, a strip of property 10 feet in
width along the McDonald Road frontage is to be set aside as a Future Acquisition
Area. Therefore, as conditioned, (such as improvements, sidewalks and acquisition
areas) the proposal conforms to the Road Plan.
8. The site is located within the Public Transportation Benefit Area (PTBA). The Spokane
Transit Authority (STA) Valley/Trentwood Route # 20 provides connecting services to
the site.
9. The proposed short plat will be served by a public water system. Waste water disposa.l
will be as authorized by the Director of Utilities.
10. The required public notice was provided fos this proposaJ and agencies having a
potential interest in the project were notified and recommendaCions solicited. No
comments or conditions were provided by the County Parks Department regaxding this
proposal. Presently, the Board of County Commissioners and the Parks Department
are in the process of reevaluating the continued use of Park and Recreation Voluntary
Mitigation A~reements while the Parks Plan is being updated.
11. Written com.ments were received from an adjoining property owner who is concerned
about access, traffic and road improvements to the site.
12. In response to the above comments, the issue of access, traffic and road improvements
. have been addressed and conditioned by the County Engineer.
13. Recognizing the recommended conditions and Spokane County development standards,
the proposed short plat makes appropriate provisions for the public health, safety and
general welfare and that the public use and interest will be served by platting the
subdivision.
~
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The subdivision proposal is generally consistent with RCW 58.17 and the County
subdivision regulations, promoting the public health, safety and general welfare in
accordance with standards established by the state and Spokane County. The Building
and Planning Division has considered the provision of adequate public facilities as cited
in RCW 58.17.110 (2). More specifically:
a. open spaces
b. drainage ways c. public andlor private rights-of-way
d. transit
e. potable water
f. sanitary waste disposal
g. parks and recreation facilities
h. playgrounds
i. schools and schoolgrounds
j . sidewalks
14. The project is exempt from environmental review under the State Environmental Policy
Act pursuant to WAC 197-11-800 (6) (a).
DECISION
Based upon the above noted Findings of Fact and Conclusions, Short Plat Application SP-
1043-95 is hereby APPROVED for five (5) years, specifically to January 1, 2001 and subject
to conditions noted below. This decision is final unless appealed in writing, consistent with
adopted appeal procedures.
COUNTY DIVISIQN OF BUILDING AND PLANNING CONDITIONS
1. All conditions imposed by the Building and Planning Division shall be binding on the
"Applicant", which term shall include the owner or owners of the property, heirs,
assigns and successors.
2. The proposal shail comply with the Urban Residential-3.5 (UR-3.5) zone, as amended.
3. The final plat shall be designed substantially in conformance with the preliminary plat
of record. No increase of density or number of lots shall occur without a change of
condition application submittal and approval.
4. The Building and Planning Director/designee shal.l review any proposed final plat to
ensure compliance with these Findings and Conditions of Approval.
5. The preliminary glat is given conditional approval for five (5) years, specifically to
January 1, 2001. The applicant may request an extension of time by submitting a
written request approxunately forty-five (45) days prior to the above expiration date.
6. Three (3) current certificates of title shall be furnished to the Building and Planning
Division prior to filing the final plat.
7. Appropriate utility easeinents shall be indicated on copies of the proposed final plat.
Written approval of utility easements by appropriate utility companies shall be received
with the submittal of the final plat.
8. Prior to filing of final plat, the appropriate road name(s) and street address(es) shall be
indicated.
9. The final plat inap shall indicale by a clear, dashed line the required yard setbacks froin
all private, "Tract X" or public roads. The dedication shall contain the following
statement:
"Side yard and rear yard setbacks shall be determined at Che rime building permits are
requested unless these setbacks are specifically drafted on this final plat. The setbacks
indicated on this plat may be varied from if proper zoning approvaJs are obtained."
FINDINGS AND DECISION SP-1043-95 2
~
.
.
10. The Spokane County Division of Building and Planning shall prepare and record with
the County Auditor a Title Notice specifying a future land acquisition area for road
right-of-way and utilities. The reserved future acquisition area Title Notice shall be
released, in full or in part, by the Building and Planning Division. The notice should
be recorded the same time as the final plat and shall provide the following:
a. At least 10 feet from the existing right of way is reserved for future acquisition
area for additional road right-of-way along McDonald Road
b. Future building and other setbacks required by the Spokane County Zoning
Code shall be measured from the reserved future acquisition area.
c. No required landscaping, parking, '208' areas, drainfield or allowed signs
should be located within the future acquisition area for road right-of-way and
utilities. If any of the above improvements are made within this area, they shall
be relocated at the applicant's expense when roadway improvements are made.
d. The future acquisition area, until acquired, sha11 be private property and may be
used as allowed in the zone, except that any improvements (such as
landscaping, parking, surface drainage, drainfield, signs or others) shall be
considered interim uses.
e. The property owner shall be responsible for relocating such "interim"
improvements at the time Spokane Counry makes roadway improvements after
acquiring said future acquisition area.
11. A plan for water facilities adequate for domestic service and fire protection shall be
approved by the water purveyor, appropriate fire protection district, County Division of
Buildings and County Health District. The agencies will certify on the Water Plan,
prior to the filing of a final plat, that the plan is in conformance with their respective
needs and regulations. The Water Plan and certification shall be drafted on a
transparency suitable for reproduction and be signed by the plat sponsor.
12. The water purveyor shall certify that appropriate contractual arrangements and schedule
of impravements have been made with tne plat sponsor for construction of the water
system in accordance with the approved Water Plan. The time schedule shall provide
for completion of the water system and inspection by the appropriate health authorities
prior to application for building pernuts wrthin the final plat. The arrangements or
agreements shall include a provision holding Spokane Counry and the purveyor
harinless from claims by any lot purchaser refused a building perrrut due to the failure
of the subdivision sponsor to satisfactorily complete the approved water system.
13. The final plat dedication shall contain the following statement:
"The public water system, pursuant to the Water Plan approved by County and State
health authorities, the local fire protection district, water purveyor and Spokane County
Division of Building and Planning shall be installed within this subdivision, and the
applicant shall provide for individual domestic water service as well as fire protection to
each tract prior to sale of each tract and prior to issuance of a building pernut for each
tract."
14. No building permit will be issued for any lot within the final plat until certified by a
Washington state-licensed engineer that "the water system has been installed pursuant
to the approved Water Plan for the final plat" including a signed license stamp. The
certification may be in the form of a letter, but is preferred to be certified on a copy of
the Water Plan as a schematic map showing the "as-constructed" water system.
15. The Water Plan and the above four (4) conditions of approval regarding the Water Plan
may be waived by the Planning Director/designee upon receipt of letters from the
appropriate water purveyor and fire protection district stating that simple connections to
an existing, approved water system will provide adequate domestic and fire protection
water to ensure the public health, safety and general welfare.
16. A survey is required prior to the filing of a final plat.
FINDINGS AND DECISION SP-1043-95 3
~
17. The applicant shall contact the Division of Building and Planning at the earliest possible
stage in order to be informed of code requirements administered/enforced as authorized
by the State Building Code Act. Design/development concerns include:
ADDRESSING, FIRE APPAR.ATUS ACCESS ROADS; FIRE HYDRANT/FLOW;
A.PPROVED WATER SYSTEMS; BUII.DING ACCESSIBaLITY; CONSTRUCTION
TYPE; OCCUPANCY CLASSIFICATION; EXITING; EXTERIOR WALL
PROTECTION; AND ENERGY CODE REGULATIONS. (Note: The Division of
Building and Planning reserves the right to confirm the actual address at the time of
building permit.)
COUNTY DIVISION OF ENGINEERING AND ROADS CONDITIONS
1. The conditional approval of the plat is given by Che County Engineer subject to approval of
the road system as indicated in Che preliminary plat of record.
2. Drainage plans and design calculations showing the alignment of drainage facilities shall be
submitted to the County Engineer for acceptance prior to construction andlor the filing of
the final plat. Drainage plans to be prepared under Che direction of a licensed Professional
Civil Engineer.
3. No construction work is to be performed within the existing or proposed public right-of-
way until a permit has been issued by the County Engineer. All work is subject to
inspection and approval by the County Engineer.
4. Yndividual driveway access permits are required prior to issuance of a building permit for
driveway approaches to the county road system.
5. - Existing county roads providing direct access to the plat sha11 be paved and/or curbed to
, Spokane County standards.
6. Sidewalks are required along the arterial on McDonald Road.
7. The word "applicant" shall include the owner or owners of the property, his heirs, assigns
and successors.
8. To construct the road improvements stated herein, the applicant may, with the approval of
the County Engineer, join in and be a willing participant in any petition or resolution which
purpose is the formation of a Road Improvement District (RID) for said improvements,
pursuant to RCW 36.88, as amended. At such time as an RID is created or any Road
Improvement Project is sanctioned by Spokane County, the improvements required (curb,
sidewalk, drainage control and paving to existing pavement) will be at the sole expense of
the undersigned owner(s), their heirs, grantees and assigns. This provision is applicable to
McDonald Road.
9. As an alternative method of constructing the road improvements stated herein, the applicant
may, with the approval of the County Engineer, accomplish the road improvements stated
herein by joining and participating in a Counry Road Project (CRP) to the extent of the
required road improvements. At such time as an RID is created or any Road Improvement
Project is sanctioned by Spokane County, the improvements required (curb, sidewalk,
drainage control and paving to existing pavement) will be at the sole expense of the
undersigned owner(s), their heirs, grantees and assigns. This provision is applicable to
McDonald Road.
10. The following statement shall be placed in the plat dedication:
In consideration of Mutual Be.lelits now or to be hereafter derived, do for themselves, their
heirs, grantees, assigns and successor(s) in interest hereby request and authorize Spokane
County to include the above described property in a Road Improvement District (RID) and
to support the formation of a RID for improvement of the road(s) described below by
requesting and authorizing Spokane County to place their name(s) on a petition for the
formation of a RID pursuant to RCW 36.88.050, or by requesting and authorizing
Spokane County to cast their ballot in favor of a RID being formed under the resolution
method pursuant to RCW 36.8$.030, and/or by not filing a protest against the formation of
a RID being formed under the alternative resolution method provided for in RCW
36.88.065 and Chapter 35.43 RCW.
FINDINGS AND DECISION SP-1043-95 4
If a RID is proposed foi- improvement of the road(s) described below, said owner(s)
and successor(s) further agree: (1) that the improvements or construction
contemplated within the proposed RID are feasible and (2) that the benefits to be
derived from the formation of the RID by the property included therein, together with
the amount of any Counry participation, exceeds the cost and expense of formation of
the RID, and (3) that the property within the proposed RID is sufficiently developed;
provided, themselves, their heirs, grantees, assigns and successor(s) shall retain the
right, as authorized under RCW 36.88.090, to object to any assessment(s) on the
properry as a result of the improvements called for in conjunction with the formation
of a RID by either the petition or resolution method under Chapter 36.88 RCW and to
apgeal to the Superior Court the decision of the Board of County Commissioners
confirming the final assessment roll; provided further, it is recognized that actual
assessments may vary from assessment estimate so long as they do not exceed a
figure equal to the increased true and fair value improvement(s) add(s) to the
property.
It is further acknowledged and agreed that at such time as a RID is created or any
County Road Improvement project is authorized by Spokane County, the
improvements required shall be at the sole expense of fihe owner(s) of property within
the RID or served by the improvements without any monetary participation by
Spokane County. The RID waiver contained in this agreement shall expire after ten (10) years from the
date of execution below. This provision is applicable to McDonald Road.
11. The County Engineer has designated Collector Arterial Roadway Section for the
improvement of McDonald Road which is adjacent to the proposed development. This will
require the addition of approximately 8.5 - 10.5 feet of asphalt along the frontage of the
development. The construction of curbing and sidewalk is also required.
12. The proposed plat shall be improved to the standards set forth in Spokane County Board of
Commnissioners Resolution No. 95-0498, as amended, which resolution establishes
regulations for roads, approaches, drainage and fees in new construction.
13. The Counry Engineer has examined this development proposal and has determined that the
impact of this proposal upon the existing county road system warrants the roadway S'Q
improvements herein specified.
~
14. The County Arterial Road Plan identifies McDonald Road as a 70 foot Collector Arterial. ~
The existing right-of-way width of 50 feet is not consistent with that specified in the Plan.
In order to im lement the Arterial Road Plan, in addition to the re uired ri ht-of-way ~ ~
dedication, a sriP of ProPertY 10 feet in width along the McDonald Road ~ontage shall be
set aside in reserve. This propei-ty may be acquired by Spokane County at the time when
arterial improvements are made to McDonald Road.
15. There may exist utilities, either underground or overhead, affecting the subject property,
including property to be dedicated or set aside for future acquisition. Spokane County
assumes no financial obligation for adjustments or relocation regarding these utilities.
Applicant(s) should check with the applicable utility purveyor and the Spokane County
Engineer to determine whether applicant(s) or the utility is responsible fox adjustment or
relocation costs and to make arrangements for any necessary work.
16. The applicanC shall grant applicable border easements adjacent to Spokane County Right of
Way per Spokane County Standards.
\
Cl he e applicant shall pave the proposed driveway consistent with Spokane County
7. "T
Standards.
.
18. The applicant shall sign and record a"Spokane County Notice To Public No. 4", which
will allow the construction of a paved private driveway within the public right of way.
COUNTY DIVISION OF UTILITIES CONDITIONS
1. Pursuant to the Board of County Commissioners Resolution No. 80-0418, the use of
on-site sewer disposal systems is hereby authorized. This authorization is conditioned
in compliance with all rules and regulations of the Spokane County Health District and
is further conditioned and subject to specific application approval and issuance of
permits by the Health District.
FIND LNGS AND DECISION SP-1043-95 5
,
2. The following statement shall be placed in the plat dedication:
"The owner(s) or successor(s) in interest agree to authorize the County to place their
name(s) on a petition for the formation of ULID by petition method pursuant to RCW
36.94, which petition includes the owner(s)' property; and further not to object by the
signing of a protest petition against the formation of a ULID by resolution method
pursuant to RCW Chapter 36.94 which includes the owner(s)' propei-ty. PROVIDED,
this condition shall not prohibit the owner(s) or successor(s) from objecting to any
assessment(s) on the property as a result of improvements called for in conjunction
with the formation of a ULID by either petition or resolution under RCW Chapter
36.94."
3. The dedicatory language on the plat shall state: "Each new dwelling unit shall be
double-plumbed for connection to future areawide collection systems."
4. Each lot will be double-plumbed to the nearest public i-oad that will have sewer. The
applicant is advised to contact the Division of Utilities for the location of the future
public sewer line.
5. Any water service for this project shall be provided in accordance with the Coordinated
Water System Plan for Spokane County, as amended.
COUNTY HEALTH DISTRICT CONDITIONS
1. The final plat shall be designed as indicated on the preliminary plat of record and/or any
attached sheets as noted.
2. Appropriate utility easements shall be indicated on copies of the preliminary plat of
record for distribution by the Building and Planning Division to the utility companies,
Spokane County Engineer and the Spokane County Health District. Written approval
of the easements by the utility companies must be received prior to the submittal of the
final plat.
3. Sewage disposal method shall be as authorized by the Director of the Spokane County
Division of Utilities.
4. Water seivice shall be coordinated through the Spokane County Division of Utilities.
5. Water service shall be by an existing public water supply when approved by the
Regional Engineer (Spokane), State Department of Health.
6. Prior to filing the final plat, the sponsor shall demonstrate to the satisfaction of the
Spokane County Health District that an adequate and potable water supply is available
to each lot of the plat.
7. Prior to filing the final plat, the sponsor shall present evidence that the plat lies within
the recorded service area of the water system proposed to serve the plat.
8. A plan for water facilities adequate for domestic use, domestic irrigation use and fire
protection use shall be approved by the water purveyor. Said water plan must have
been approved by the fire protection district and the appropriate health authorities. The
health authorities, water supplier (purveyor) and the fire protection district will certify,
prior to the filing of the final plat, on the face of said water plan that the plan is in
conformance with their requirements and will adequately satisfy their respective needs.
Said water plan and certification will be drafted on a transparency suitable for
reproduction.
9. The putveyor will also certify prior to filing the final plat on a copy of said water plan
that appropriate contractual arrangements have been inade with the plat sponsor for
construction of the water system, in accordance with the approved plan and time
schedule. The time schedule will provide, in any case, for completion of the water
system and inspection by the appropriate health authorities prior to application for
building pernlits within the plat. The contractual arrangements will include a provision
holding Spokane County, Spokane County Health District and the purveyor harmless
from claims by any tract purchaser refused a building permit due to failure of the plat
sponsor to satisfactorily complete the approved water system.
FINDINGS AND DECISION SP-1043-95 6
J J 10. Prior to filing the final plat, the sponsor shall demonstrate to the satisfaction of the
Spokane Counry Health District that suitable sites for on-site sewage disposal systems
are available on al1 tracts.
11. Subject to specific application approval and issuance of permits by the Health Officer,
the use of individual on-site sewage disposal systems may be authorized.
12. The dedicatory language of the plat will state: "Subject to specific application approval
and issuance of permits by the Health Officer, the use of individual on-site sewage
systems may be authorized. The use of alternative methods of sewage will be
required."
13. The dedicatory language on the plat shall state: "Use of private wells and water
systems is proh.ibited."
14. The plat dedication shall contain a statement to the effect that: "The public water
system, pursuant to the Water Plan approved by County and State health authorities,
the local fire protection district, water purveyor and County Division of Building and
Planning shall be installed within this plat, and the applicant shall provide for individual
domestic water service as well as fire protection to each tract prior to sale of each tract
and prior to issuance of a building permit for each tract."
Approved the aaday of po-C_, 1995.
,
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Planner II
Under State Law and County Ordinance, you have the right to appeal this decision to the
Spokane County Hearing Examiner Committee. If you desire to file an appeal, you must
submit the appropriate Appeal Application together with the required Fee, payable to the
Spokane County Division of Building and Planning, within ten (10) calendar days from the
date this decision is signed. Upon receipt of a complete appeal application, a public hearing
will be scheduled.
If you have any questions, please call the Building and Planning Division at 456-2205.
pc: County Division of Engineering and Roads
County Division of Utilities
County Division of Building and Planning
Counry Parks Department
County Health District
County Fire District No. 1
East Valley School District
Trentwood Irrigation District
Steve Fisher, 721 N. Pines Rd., Spokane WA 99206
Glen D. Solverson, 4515 N. McDonald Rd., Spokane WA 99216
Dwane Zimmerman, c/o of Wyatt's Engineering,1801 W. Broadway, Ste. 100,
Spokane WA 99201
FINDINGS AND DECISION SP-1043-95 7
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OFFICE OF THE SPOI{ANE COUNTY ENGINEER
1026 W Broadway Ave, Spokane, WA 99260-0170 (509)456-3600 Fax 324-3478
- SLTBDTjJTSTON A PLTC'ATTON -
TO: Spokane County Planning Department, John Todd
FROM: Division of Engineering & Roads, Scott Engelhard
DATE: December 19, 1995
SUBJECT: SHORT PLAT # 1043-95 / FISHER, STEVE
The following "Conditions of Approval" for the above referenced subdivision
are submitted to the Spokane County Planning Department for inclusion in the
"Findings and Order" should the short plat be approved.
E 1 That conditional approval of the plat by the County Engineer is given subject to
approval of the road system as indicated in the preliminary plat of record.
E 3 That drainage plans and design calculations showing the alignment of drainage
facilities be submitted to the County Engineer for acceptance prior to construction
and/or the filing of the final plat. Drainage plans to be prepared under the
direction of a licensed Professional Civil Engineer.
E 6 No construction work is to be performed within the existing or proposed Public
Right-of-Way until a permit has been issued by the County Engineer. All work is
subject to inspection and approval by the Cou.nty Engineer.
E12 The applicant should be advised that individual driveway access permits are required
prior to issuance of a building permit for driveway approaches to the County road
system.
E16 Existing County roads providing direct access to the plat shall be paved
and/or curbed to Spokane County standards.
E18 That sidewalks are required along the arterial on McDonald Road.
E19 The word "applicant" shall include the owner(s) of the property, his/her heirs, assigns
and successors.
E20 To construct the road improvements stated herein, the applicant may, with the approval
of the County Engineer, join in and be a willing participant in any petition or
resolution which purposes is the formation of a Road Improvement District (RID) for
said improvements pursuant to RCW 36.88, as amended. At such time as an RID is created
or any Road Improvement Project is sanctioned by Spokane County, the improvements
required (curb, sidewalk, drainage control and paving to existing pavement) will be at
the sole expense of the undersigned owner, their heirs, grantees and assigns. This
provision is applicable to McDonald Road.
E21 As an alternative method of constructing the road improvement stated herein, the
applicant may, with the approval of the County Engineer, accomplish the road
improvements stated herein by joining and participating in a County Road Project (CRP) •
to the extent of the required road improvement. At such time as an RID is created or _
any Road Improvement Project is sanctioned by Spokane County, the improvements required
(curb, sidewalk, drainage control and paving to existing pavement) will be at the sole .
expense of the undersigned owner, their heirs, grantees and assigns. This provision
is applicable to McDonald Road.
E22 That the following statement shall appear within the dedicatory language of the final
plat:
That in consideration of Mutual Benefits now or to be hereafter derived, do for
themselves, their heirs, grantees, assigns and successor(s) in interest hereby request
and authorize Spokane County to include the above described property in a Road
Improvement District (RID) and to support the formation of a Road Improvement District
for improvement of the road(s) described below by requesting and authorizing Spokane
County to place their name(s) on a petition for the formation of a Road Improvement
District pursuant to RCW 36.88.050, or by requesting and authorizing Spokane County to
cast their ballot in favor of a RID being formed under the resolution method pursuant
to RCW 36.88.030, and/or by not filing a protest against the formation of a RID being
formed under the alternative resolution method provided for in RCw 36.88.065 and
Chapter 35.43 RCW.
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SHORT PLAT 1043-95 /FISHER, STEVE 2
If a RID is proposed for improvement of the road(s) described below, said owner(s) and
successor (s) further agree: (1) that the improvements or construction contemplated
within the proposed RID are feasible and (2) that the benefits to be derived from the
formation of the RID by the property included therein, together with the amount of any
County participation, exceeds the cost and expense of formation of the RID, and (3)
that the property within the proposed RzD is sufficiently developed; provided,
themselves, their heirs, grantees, assigns and successor(s) shall retain the right, as
authorized under RCW 36.88.090, to object to any assessment(s) on the property as a
result of the improvements called for in conjunction with the formation of a RID by
either the petition or resolution method under Chapter 36.88 RCW and to appeal to the
Superior Court the decision of the Board of County Commissioners confirming the final
assessment roll; provided further, it is recognized that actual assessments may vary
from assessment estimate so long as they do not exceed a figure equal to the increased
true and fair value improvement(s) add(s) to the property. ,
I
It is f_urther acknowledged and agreed that at such time as a RID is created or any I
County Road Improvement project is authorized by Spokane County, the improvements '
required shall be at the sole expense of the owner(s) of property within the RID or
served by the improvements without any monetary participation by Spokane County.
The RID waiver contained in this agreement shall expire after ten (10) years from the
date of execution below. This provision is applicable to McDonald Road.
E24 The County Engineer has designated a Collector Arterial Roadway Section £or the
improvement of McDonald Road which is adjacent to the proposed development. This will
require the addition of approximately 8.5 -10.5 feet of asphalt along the frontage of
the development. The construction of curbing and sidewalk is also required.
E32 The proposed plat shall be improved to the standards set forth in Spokane County Board
of Commissioners Resolution No. 95-0498, as amended, which establishes regulations for
roads, approaches, drainage and fees in new construction.
E33 The County Engineer has examined this development proposal and has determined that the
impact of this proposal upon the existing County Road System warrants the roadway
improvements herein specified.
E61 The County Arterial Road plan identifies McDonald Road as a 70 foot Collector Arterial.
The existing right of way width of 50 feet is not consistent with that specified in The
Plan. Tn order to implement the Arterial Road Plan it is recommended that in addition
to the required right of way dedication, a strip of property 10 feet in width along the
McDonald Road frontage be set aside in reserve. This property may be acquired by
Spokane County at the time when Arterial Improvements are made to McDonald Road.
E90 The applicant should be advised that there may exist utilities either underground or
overhead affecting the applicants property, including property to be dedicated or set
aside future acquisition. Spokane County will assume no financial obligation for
adjustments or relocation regarding these utilities. The applicant should check with
the applicable utilities and Spokane County Engineer to determine whether the applicant
or utility is responsible for adjustment or relocation costs and to make arrangements
for any necessary work.
SPECIAL CONDITION: The applicant shall grant applicable border easements adjacent to Spokane
County Right of Way per Spokane County Standards.
SPECIAL CONDITION: The applicant shall pave the proposed driveway consistent with Spokane
County Standards.
SPECIAL CONDITION: The applicant shall sign and record a"Spokane County Notice To Public
No. 4" which will allow the construction of a paved private driveway within the public
right of way.
PAGE 1 ' 14:23:28 08 DEC 1995
Road# Road Names.......... MPost. Reference Descriptio Road Log Info..........
05319 WOODLAWN DR (START) 00.000 8TH AV U 19 PAVED 32
WOODLAWN DR (END) 00.150 FANCHER RD (END) U 19 PAVED 32
05320 WOODLAWN RD (START) 00.000 FORREST AV U 19 PAVED 40
WOODLAWN RD 00.020 22ND AV (START) U 19 PAVED 40
00.090 SEMRO RD U 19 PAVED 40
00.150 BLOSSEY AV U 19 PAVED 40
00.210 SALTESE & BLAKE FRON U 19 PAVED 40
00.220 SALTESE AV U 19 PAVED 40
WOODLAWN'RD (END) 00.340 16TH AVE
05321 WOODLAWN RD (START) 00.000 12TH AV U 19 PAVED 40
WOODLAWN RD 00.060 11TH AV U 19 PAVED 40
00.120 lOTH AV U 19 GR.AVEL 28
00.190 9TH AV U 19 GRAVEL 28
WOODLAWN RD (END) 00.250 8TH AV U 19 GRAVEL 28
05322 WOODLAWN RD (START) 00.000 VALLEYWAY AV U 19 GRAVEL 18
WOODLAWN RD 00.060 OLIVE AV (START) U 19 GRAVEL 14
00.120 ALKI AVE U 19 PAVED 40
WOODLAWN RD (END) 00.180 NORTH END OF ROAD U 19 PAVED 40
05324 WOODLAWN RD 00.000 SHARP AVE U 19 PAVED 40
00.060 SINTO AV U 19 PAVED 40
00.120 MAXWELL AV U 19 PAVED 40
WOODLAWN RD ( END ) 00.180 M I S S I ON AV U 19 PAVED 40
05325 WOODLAWN RD (START) 00.000 SR 290 (TRENT) U 19 PAjTED 40
WOODLAWN RD 00.070 WALTON AV (END) U 19 PAVED 40
WOODLAWN RD ( END ) 00.220 ROCKWELL AV ( END )
05414 WOODLAWN RD (START) 00.000 RICH AVE U 19 PAVED 36
WOODLAWN RD (END) 00.170 HEROY AV
WOODLAWN RD 00.800 UNNAMED ST (START)
05323 WOODLAWN RD (START) 00.000 BROADWAY AV U 19 LIGHT BITUM. 20
WOODLAWN RD (END) 00.120 NORTH END OF ROAD
05397 WOODLAWN ST (START) 00.000 15TH AV (END) U 19 PAVED 40
WOODLAWN RD ( END ) 00.150 13 TH AV ( END ) U 19 PAVED 40
05387 WOODLAWN ST (START) 00.000 32ND AV U 19 PAVED 40
WOODLAWN ST 00.030 31ST AV U 19 PAVED 40
WOODLAWN ST (END) 00.140 SKYVIEW AV U 19 PAVED 40
10 Records Processed
PAGE 1 14:23:03 08 DEC 1995
Road# Road Names.......... inPost. Reference Descriptio Road Log Info..........
02907 MCDONALD RD (START) 00.000 25TH AV (START) & FO U 16 PAVED 50
MCDONALD RD 00.050 23RD AV U 16 PAVED 50
00.110 22ND AV U 16 PAVED 50
00.180 SEMRO RD U 16 PAVED 50
00.240 BLOSSEY AV U 16 PAVED 50
00.300 SALTESE & BLAKE FRON U 16 PAVED 50
00.320 SALTESE AV U 16 PAVED 40
00.500 16TH AVE U 16 PAVED 40
00.540 15TH AV (START) U 16 PAVED 40
00.600 14TH AV (START) U 16 PAVED 40
00.660 13TH AV (START) U 16 PAVED 40
00.730 12TH AV U 16 PAVED 40
00.790 11TH AV U 16 PAVED 40
00.860 lOTH AV U 16 PAVED 40
00.920 9TH AV U 16 PAVED 40
00.980 8TH AV U 16 PAVED 40
01.050 7TH AV (START) U 16 PAVED 40
01.110 6TH AV (END) & 6TH A U 16 PAVED 40
01.170 5TH AV (START) U 16 PAVED 40
01.240 4 TH AV U 16 PAVE D 40
01.490 SPRAGUE AV U 16 PAjIED 48
01.570 RIVERSIDE AV (END) U 16 PAVED 48
01.610 MAIN AV U 16 PAVED 48
01.670 NIXON AV U 16 PAVED 48
01.740 VALLEYWAY AV U 16 PAVED 48
01.800 OLIVE AV (END) U 16 PAVED 48
01.860 ALKI AVE ( END ) U 16 PAVED 48
01.930 SPRINGFIELD AV (END) U 16 PAVED 48
01.990 BROADWAY AV U 16 PAVED 48
02.080 MALLON CT (START) U 16 PAVED 48
02.150 CATALDO AV U 16 PAVED 48
02.210 DESMET AV U 16 PAVED 48
02.270 BOONE AV (START) U 16 PAVED 48
02.370 SINTO AV (END) U 16 PAVED 48
02.430 MAXWELL AV (END) U 16 PAVED 48
MCDONALD RD (END) 02.500 MISSION AV U 16 PAVED 48
02908 MCDONALD RD (START) 00.000 SR-290 (TRENT AV) U 17 PAVED 20
MCDONALD RD 00.210 RICH AVE U 17 PAVED 20
00.360 HEROY AV (START) U 17 PAVED 20
00.380 HEROY AV (END) U 17 PAVED 20
00.450 WELLESLEY AVE U 19 PAVED 28
MCDONALD RD (END) 00.870 SANSON AV (START) U 19 GRAVEL 22
03161 MCDONALD ST (START) 00.000 31ST AV U 19 PAVED 40
MCDONALD ST 00.090 SKYVIEW AV U 19 PAVED 40
00.150 29TH AV U 19 PAVED 40
00.210 28TH AV U 19 PAVED 40
MCDONALD ST (END) 00.290 27TH AV
3 Records Processed
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S P O Y< Ar'T E ' C O U N T X
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DEPARTMENT OF BUILDING AND PLANNING • A DNISION OF THE PUBLIC WORKS DEPARTMENT
JAMES L. MANSON, C.B.O., DIRECTOR DENNIS M. SCOTT, P.E., DIRECTOR
MEMORANDUM
REC ENED
TO: Division of Engineering and Roads, Pat Harper lg95
Division of Utilities, Jim Red
Division of Building and Planning, Tom Davis SPOKANE C~~m-Ty ENGINEER
Spokane County Health District, Steve Holderby
Spokane County Parks and Recreation, Wyn Birkenthal
Spokane Regional Transportation Council
Spokane County Fire District # 1
. East Valley School District
Trentwood Irrigation District #3
FROM: John Todd, Planner II
DATE: November 27, 1995
SUBJECT: Preliminary Short Plat SP-1043-95
Attached is a copy of the application submitted by submitted by Steve Fisher for the
subdivision of approximately 68,390 square feet into 4 lots for new single family
residences and those uses permitted in the Urban Residential-3.5 (UR-3.5) zone.
Please review this proposal and return your comments and recommendations by
December 11, 1995. If you have any questions regarding this file, you may contact me
at 456-2205.
Please direct any written response to John Todd.
Thank you for your prompt attention.
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c: Steve Fisher, 721 N. Pines Rd, Spokane WA 99206
Glen Solverson, 4515 N. McDonald Rd, Spokane Wa 99216
Dwane Zimmerman, 1801 W. Broadway, Ste 100, Spokane WA 99201
1026 WEST BROADWAY AVENUE • SPOKANE, WASNINGTON 99260
ButtDtNC PHONE: (509) 456-3675 • FAx: (509) 456-4703
Pt.AtvtvING PHOtvE: (509) 456-2205 • FAx: (509) 456-2243
TDD: (509) 324-3166
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SPOKANE COUNTY PLANNING
PRELIMINARY SHORT PLAT APPLICATION
q~n rr~
,
PART I
A. GENERAL INFORMATION: ?c ~Tev c fl 5)1 e`..
NAME OF APPLICANT/REPRESENTATIVE:
MAII.ING ADDRESS: AI Idi oP 5
CITY: Jf~-~~~,e li! /t,,t' STATE: be-'d ZIP:
PHONE: (work) 19,2- 7 yv 6) (home)/~-
IF APPLICANT IS NOT OWNER, INCLUDE WRITTEN OWNER AUTHORIZATION
FOR APPLICANT TO SERVE AS REPRESENTATIVE.
LEGAL OWNER'S NAME: e ✓'S ~ •`i PHONE: L% 15-JC
, MAILING ADDRESS: /A~ (.:PROJECT/PROPOSAL SITE AREA (acres or sq. ft) A 5 7 A (-'.r e~
ASSESSOR PARCEL #S OF PROJECT/PROPOSAL 'V~~11,_~ 9'6j6
ADJACENT AREA OWNED OR CONTROLLED (acres or sq.
~
ASSESSOR PARCEL #'S OF ADJACENT AREA OWNED OR CONTROLLED
' `-15~G 32 : 1d.341
, STREET ADDRESS OF PROPOSAL
~
EXISTING ZONE CLASSIFICATION(S) (DATE ESTABLISHED)
EXISTING USE OF PROPERTY I1f.i c: zi 7- /U 14 e/(
COMPREHENSNE PLAN CATEGORY t tP ~3 /,4
SCHOOL DISTRICT T- tl CA P j! " .3~` ~
FIRE DISTRICT WATER PURVEYOR . Tv~~
I~;Si~LT 3
PROPOSED USE OF PROPERTY:
Single family dwellings ~ Duplexes Multifamily dwellings
Manufactured homes ~ Business Industrial Mixed Use
Other ( ) - Describe:
LIST PREVIOUS PLANNING DEPARTMENT ACTIONS IIWOLVING THIS PROPERTY:
C-
B. LEGAL INFQRMATION:
I-. J r n
LOCATION OF PROPOSAL: ~~`P~T r (~:-•-l~ a
SECTION TOWNSHIP Al5 RANGE ' c ~ %G l
NAME OF PUBLIC ROAD(S) PROVIDING ACCESS: ~ G" !•~['9't ~r / c'1 1- 11 TA C
L..~ P Ilc Lv T~~ r•_ ~ ~ %
WIDTH OF PROPERTY FRONTING ON PUBLIC ROAD: TDOES THE PROPOSAL HAVE ACCESS TO AN ARTERIAL UR PLANNED ARTERIAL QQ YES O NO
NAME(S) bF ARTERIAL ROADS Trei-t 1 661,e Ile %/f l i
~
P t 1"43
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~ PRELIlVllNARY SHORT 1' APPLICATION - Page 2 of 4
: ,
LEGAL DESCRIPTION OF PROPERTY (Attach legal description stanlped by Land Surveyor). INCL~ ~~h
LEGAL DESCRIPTION FOR ENTTRE AREA TO BE SUBDIVIDED ON PRELIMINARY SHORT
G iA-j /9
IF YOU DO NOT HOLD TITLE TO PROPERTY, WHAT IS YOUR INTEREST IN IT?
~ E',~YCSe ct Tct t/i,~ i5f'ir
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C. PRELIMINARY SHORT PLAT GENERAL INFORMATION:
NUMBER OF LOTS: 7 GROSS AREA: ~•5 ~'6'
- ~ ~
TYPICAL LOT SIZE: PROPOSED NET DENSITY*: ~/fG fe
' r
SMALLEST LOT SIZE: Ct C% MINIMUM FRONTAGE:
PR4POSED SOURCE OF WATER:
Individual wells Public system Private Co~munity System
Other ( )-Describe: T!^e"% wtod Zyvcq ; I/c,..t.
.
' PROPOSED MEANS OF SEWAGE DISPOSAL:
Public sewer Community system Septic tank and drainfeld (j()
Double PlumbinY ) Dry Sewer Other (~c)
Describe: I , ; h rep- ~ W 'e-- r_> % z.i-\ ,lr'j^c'~~; ~ z.. 1-3 e 7el~
UTILITY COMPANIES ANDiOR DISTRICTS TO PROVIDE SERVICE TO THIS PROPOSAL:
Electricity: Sewer: __Z~ h Si T e.
Gas: [4) w~ Water: TvPi+ Tlrf~►~~ I.~ Phone:
.
DO YOU, OR THE OWNER IN THE EVENT YOU DO NOT OWN THIS PROPERTY, HAVE ANY
FLANS FOR FUTURE ADDITIONS, EXPANSIONS OR FURTHER ACTIVITY RELATED TO THIS
PROPOSAL? Yes No X IF YES, EXPLAIN:
D. PRELIMINARY SHORT PLAT IMPROVEMENT INFORMATION:
LEVEL OF STREET IMPROVEMENTS PROPOSED: Private roads
Public roads Arterial roads Tract X roads
DESCRIBE ANY COMBINATION OF ABOVE: 3
of y L. o. T 5 ESTIIv1ATED TIME PERIOD EXPECTED FOR COMPLETE DEVELOPMENT OF THE SUBDIVISION:
A S 19 /a
IS PHASING OF THE FINALIZATION OF THE SHORT PLAT PROPOSED? Yes No ~
IF YES, SHOW PHASING ON THE PRELIMINARY SHORT PLtaT MAP.
IS DEDICAT'ION OF LAND FOR PUBLIC USE CONTEMPLATED (Parks, schools, ctc.)? Yes No*)
IF YES, DESCRIBE:
* NET DENSITY IS UNITS OR LOTS PER ACRE MINUS PRIVATF ANDlOR PUBLIC ROAD AREA.
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PRELIMINARY SHORT : _T APPLrCATION Page 3 of 4
PAKT II
a.THIS SECTION'OF THE APPLICATION WILL PkOVIDE THE PLANNING DEPAKTMENT STAFF WITH
WRITTEN VERIFICATION THAT THE APPLICANT HAS HAD PRELIMINARY CONSULTATION WI~~ ;~HE
AGENCIES IDENTIFIED. RESULTS OF THE PRELIMINARY CONSULTATION SHALL BE INCORPORATED
IN THE PROP4SAL BEFORE FINAL SUBMITTAL TO THE PLANNING DEPARTMENT.
FIRE MARSHALL/FIRE llIST1tICT
A. THIS PROPOSAL IS WITHIN FIRE PROTLCTIO D~IS-'~~13.~T N0. ~
B. ADEQUATE ARRANGEMENTS (HAVE) s~HAVE_N-Ofp BEEN MADE TO MEET OUR NEEDS
IN PROVIDING FOR AN ADEQUATE WATER SYSTEIVI AND FACILITIES FOR FIRE
PROTECTION PURPOSES.
C. RECOMMENDED FIRE FLOW: < • OR UNAI3LL'1'O CALCULATE NOW
,
BECAUSE USE IS NOT DEFItijITIVE; AND WILL BE DETE-RMINED AT BUILDING PERMIT
APPLICATION TIME. # ^ , . ` ~ , • ' ~ ? ,.l, ~ , : `
D. IZ.CQUIREMENTS INCLUDE: V
--42. - ~ i ~ ~ ! wr~_ :1. : - c~ ..l _ ! ~
FIRE DISTRICT SIGNATURElTI^l"LE DATE -
WA'I ER PUI2VEYOR
• A. SATISFACTORY ARRANGEMENTS FOR-,DFIM7EST-I-~C~WATER ANll FIRE FLOW
REQUIREMENTS (HAVE) ` ~VE NOT~-~EEN MADE.
B. REQUIREMENTS/COMIvIENTS: Plans ar~d sp i,iations havc not been
~ .
'
provided, although therW is ad uite wa~er,avaliable for pomestic, and
Fire protection.
WATER DISTRICT ~IGNATURtM"P`~"~ DATE COUNTY ENGINEER
` A PRELIMINARY DISCUSSION HAS TAKEN PLACE AND GENERAL REQUIREMENTS FOR ROADS
AND DRAINAGE HAVE BEEN DISCUSSED WITH THE APPLICANT.
A. COMMENTS:
~
; ~ t 2 ~
J SIGNATUREfI'ITI DATE ~
COUNTY UTILITIES
A PRELIIvIINARY DISCUSSION HAS TAKEN PLACE AND GENERAL REQUIREMENTS FOR
SUB?vIITTAL OF THIS PROPOSAL (HAVE) (HAVE NOT) BEEN SATISFIED. THE DESIGNATED
«'ATER PURVEYOR FOR THTS SITE IS i C-3
A. COMIv1ENTS:
C /j.._ ~ , `
SIGNATURE/TITLE DATE
HEALTH DISTRICT
PRELLMLN,-~RY DISCt,jSSION HAS TAKF-N PL,~CE . L~tEQUIREv1ENTS FOR
SC.'BN1ITT:~.L OF THIS PROP(JSAL (HAVE) (H 'E ITOT} ~EEti` SATISFiED.
.a . CON1 tiIEN-TS: -
~ SIGNATURE/TITLE ~ /DATE i
SE«'ER PURVEYOR '
PK.ELItiiL~,AR-Y DISCliSSION HaS TAKEN PLACE AND GENERAL RFQUIREMENTS FOR THE
PROVISIOti OF PL,BLIC SEVVER ARE UNDERSTOOD BY THE APPLIC.4NT.
.a . COMME`-TS:
. SIGNATURE/ITLE DATE
.
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PRELIlVIINARY SHORT PLAT APPLICATION Page 4 of 4
PART III
SURVEYOR VERIFICATION '+°'j
I, THE UNDERSIGNED, A LICENSED LAND SURVEYOR, HAVE COMPLETED THE INFORMATIOI49 11
REQUESTED: - LEGAL DESCRTFTION AND PRELIMINARY SHORT PLAT HAVE BEEN PREPARED BY ME
OR UNDER MY'SUPERVISION IN=ACCORDANCE WITH THE REQUIREMENTS OF THE SPOKANE COUNT
ZONIl~TG/SUB'DNISIQN: REG,U~ATIONS AND THE LAWS OF THE STATE OF WASHINGTON.
. ~ 'SIGNED:. DATE:
t`,: ~ `ADD SS: .k L3 ""4c.~4 PHOI~~E: 3 Z~ 5 ~ 3 q
.
ZIP: R~ Z!Z t
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EYFIRE;:a1si1t, PART IV
, ryrm }}ryt~iiLLf..4LL.1.-.~/~ yy 'li1:I[lf.~
(SIGNATURE OF PROPERTY OWNERS OR LETTER OF AUTHORIZATION) .
I, THE UNDERSIGNED, SWEAI2 OR AFFIRM UNDER PENALTY OF PERJURY THAT THE ABOVE
RESPONSES ARE MADE TRUTHFULLY AND TO THE BEST OF MY KNOWLEDGE.
I FURTHER SWEAR OR AFFIRM THAT I AM THE OWNER OF RECORD OF THE AREA PROPOSED
FOR THE PREVIOUSLY IDENTIFIED LAND USE ACTION, OR, IF NOT THE OWNER, ATTACHED
. HEREWITH IS WRITTEN PERMISSION FROM THE OWNER AUTHORIZING MY ACTIONS ON HIS/HER
BEHALF.
NAME: e y " DATE:
ADDRESS: A/ 7,--2 X, ~%j • PHONE: qo?g ' 7 %Gil„~
LIP:
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SIGP'ATURE OF AP AlqT OR REPRESENTATIVE DATE
~ -
STATE OF WASHINGTON )
) ss:
COUNTY OF SPOKANE )
SIGNED AND SWORN OR AFFIRMED BEFORE ME ON THIS DAY OF
199BY . E? 11,e Qp T. C1.4
♦ 9 ~i
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•~~N ~A7V-1 0
~ i"(z~r Ll~/ % ~ . ~ . •~{.~~~1~~ -
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PU8LIC Notary Public in and for the State of Washington
•~S
06. ' "~i ;
✓qN 8 . ~ Resiciing at:
0 F ••.:••51~~•~1 My appointment expires:
1NA 0
1
PART V
(TO BE COMPLETED BY THE PLANNING DEPARTMENT)
DATE ACCEPTED: 12- G' A`~ BY: Ie-
TOTAL FEE5: 0 . n RECEIPT
FILE .S~' • `j 31- 1 S
REV: 6/12/95 RP
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OFFICE OF THE COUNTY ENGINEER
SPOKANE COUNTY, WASHINGTON
TO: Jeff Forry, Department of Buildings
FROM: Bill Hemmings
DATE: Monday, April 15, 1996
SUBJECT: B.C.C. resolution # 91-0882 Implementation (JULY 2, 1991)
Attached are the individual lot plans for each lot contain.ing a swale in SHORT PLAT 1043-95,
plat# -SP-1043. Please give the appropriate lot plan to the individual applying for a building permit on the
lot, so they can draw their house and approach to scale on the lot. We will need this plan, and the
corresponding $1000.00 cash surety, in the forrn of cash, letter of credit, or savings assignment, before we
can issue the approach permit. Also attached are the letter of credit and savings assignment forms.
k\d\f\208pri 2196
. "AGREEMENT"
In consideration of the issuance of a building permit for Lot , Block ,
SHORT PLAT 1043-95 (plat) plat # SP-1043
(Developer)
has deposited $1,000.00 with Spokane County as security for full and faithful performance by Developer
respecting certain drainage facilities and sod in accordance with the drawings and specifications as submitted
to and approved by the Spokane County Engineers Office on
(date) 199 .
Developer hereby agrees that should such drainage facilities and sod not be constructed in accordance
with the approved drawings within six months of occupancy, Spokane County may then use the security to
bring these facilities and sod into conformance therewith. Developer shall be responsible for any costs
incurred by the county in excess of the amount of security.
Spokane County agrees to return to Developer any unused funds upon satisfactory completion of these
facilities and sod.
NAME & ADDRESS TO BE RETURNED TO:
(Developer Signature)
DATE
k1d\fl208pri 2/96
i
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ASSIGNMENT
.For security purposes only, (developer) hereby assigns to SPOKANE
COiJNTY, a political subdivision of the State of Washington, the following:
Savings Certificate Number
in the face amount of $1,000.00
and held in and by
Bank of
Branch
(bank address)
This assignment is made as security for the full and faithful performance by
(developer) of certain drainage faciiities and sod for
LOT _ BLOCK , SI-IORT PLAT fl 043-95(Plat) ,
Plat # SP-1043 in accordance with the drawings: and specifications as submitted to and approved Uy the Spokane County Engineers
office on (date) , 199 .
Any interest benefits accruing under said savings certificate shall remain the property of
.(developer) Said savings certificate to be released to
(developer) any other party only with the prior written consent and agreement of Spokane County.
PROVIDED, FURTH_ER, the undersigned does hereby authorize
(bank) to pay over to Spokane County ali or a sufficient
portion of the monies in the savings certificate referenced hereinabove upon written documentation being received from the Spokane
County Engineer indicating that the purposes for which the savings certificate was assigned have not been fully and faithfully performed
as required and a statement of that amount of money which the County Engineer as required and a statement of that amount of money
which the County Engineer deems necessary to complete such obligation. Upon receipt of such written documentation,
, (developer) hereby
authorizes ,(bank) to release to Spokane County that
amount of money requested up to the maximum amount in the savings certificate.
(developer) shall be responsible for any costs incurred by the county excess of the amount
of security.
DATED this day of , 199_
BANK OF
President
Secretary
DATED this day of 199 .
DEVELOPER
STATE Oi~ WASHINGTON )
:ss
County of Spokaue }
On this day personally appeared before me .
to me known to be the individual described in and who executed the within and foregoing instrument, and acknowledged that
signed the same as free and voluntary act and deed, for the uses and purposes therein mentioned.
GNEN UNDER MY HAND AND OFFICIAL SEAL this day of , 199_
Notary Public in and for the State
of Washington, residing at Spokane
k\d\fl208pri 2/96
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-CONSTRUCTlON PLARS-
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DATE ACCEPTED; *7 A4kjaf0
ACCEPTANCE EXPIRES: 'A" 9q
C0INSTRUCTION DOCUMEUTAT10N ANq CERTI~lgt
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RECEIVED
(1J
A PR 17 1996 „ . w
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~~KANE c JOB #95040 u-
OUNTY ENGINEER ~ :z O
APRIL 15, 1996 f ~fi Lr `a'
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OFFICIAL PUBLIC DQCUMENT
SPOKANE COUNTY ENGINEER'S pFFICE
Prepared By: OR A
OJECT # r'
PR WYATT ENGINEERING, INC. SUBMITTqL
.
W. 1801 Broadway RETURN TO COUNTY ENGINEER
Spokane, WA 99201
(509) 328-5139
- FISHER SHORT PLAT
#SP1043-95
TABLE OF CONTENTS
, A. COVER SHEET
- B. SPOKANE COUNTY INTERIM ROAD & DRAINAGE SUBMITTAL CHECKLIST
C. SPOKANE COUNTY STAFF REVIEW CHECKLIST - PRE-SUBMITTAL MEETING
D. ENGINEERING CERTIFICATION
E. STORMWATER DESIGN BRIEF
- F. ASPHALT DESIGN SECTION/GEOTECH1vICAL
G. CULVERT DESIGN
H. OUTSIDE AGENCY CERTIFICATIONS
i. SPOKANE VALLEY FIRE DISTRICT #1
ii. TRENTWOOD IRRIGATION DISTRICT #3
1. DECLARATION OF COVENANT
J. STATEMENT OF AGREEMENT (Delivered to Sponsor but not executed)
SFOK:ANE COUNTY Uq'TERIM ROAD & DRA,INAGE
SITBMITTAL CEIECKLIST
PROJECT # Short Plat 1043-95 DATE: 4/1 S/qti
PROJECT NIAME: Fisher Short Plat
PROJECT SPOtVSOR: Steve Fisher TEL # (509) 922-7400
PROJECT EVGINEER: Wyatt EnqineerinQ TEL t# (509) 328-5139
(Road & Drainage Plans)
PROJECT SURVEYOR: WYa t- FYiCii nPPri na TEL # (Snq) igR_51 39
(Plat)
PLEASE PROti'IDE A RESPONSE TO EACH OF THE FOLLOti4rI1VG JTEMS.
GENERAL ITENi;,
sism:d -aGREEMENI' TO PAY FEES" ioral has been subm.icced to Spokane Cou=: «zch any
~plicabl; glac fees, prior to any pre-desi-,-tt~pren:; r~?icTal meeting
I have a copy of, aud have revieweci tlie niosc rec;ni zouditions of approval and au.y EIS,'~'1_'_Ns rNuirziuents
a.nd condiriuns of approval have been incorporac;L ia chis plan subnuttal. ,
PROJECT DESIG\ _
1'es ~ I. f have compleced a niinuuwu of one pre-d--sign m.~ciug with Spokane Couut}l Develorz::,: z: EnginzerinQ
Senric-I: EnLineers where 3alc'eIIleilt WaS ie3Che6 drainage design approach.
Yes ~.f,, ~ 2. I have inciudzd che resulc, of any geotectuucal cesEn_= cvat is required by the design appra.~.:= :o %-_rih- desigu
paranlecers.
*N'es MSO E].N:a E:], I have in~luded any required pavemenc d:sizn __:.ulations on new Public road«ra; s=-_~L~ired b}r che
COUNTY STANDARDS FOR ROAD AND SE%iER C0NSTRUCTION-. :-:-_z ediciou.
Yes n So ~•IA 1 he roaa and drainage plans comply with tht' ST _k.\_DARD RO --kD PLAN" requiremen-Ti;v: plan. profile,
and c}pical cross secaon elements coutained in'S-)POFiANE COL'\T'TY STAI`iDARDS FOR RO -AD AND
5 E%
tTR CONSTRUCTIO\"' latest edicion etc:~~_ ~ allowed throueh approved design :_~~zions.
, -
Yes RI .w IJ .i., ❑ ds-in-1g,~ : : •
e repon incorporaces the nuaiaiuru r~-:ar,.ruencs for a sEorni drainage an2.'y_ 5 not-,.d in che
GS,14 ana odier icems which are appropriace co c-_monscrace that Ehe design meecs all of ctie
Spolcani County Guidelines for Stonv:ti-a::r N`aaagement exe--pc as allowed ch.roug:- _~:,~•.:d desi;Tu
deviadori.
~ b 0"A 0 j -A complctc cirainage basin aiap wic1i cin~e of con.._Eraciou pashs _hotun t~as been inclui~~ En~ dc[ailed
hydrolon- calculations. Dra.inaee basiii uiap Eopograph}-, propased drainage f?ar.---=:. ::=,LI correlates-
,Ajth h}-drology calculaciov,.
Yes E N. C3.,,, Cl~.7% ' M1- applicable traffic signino requirements are m:.: and have been incorporated in che plaz iz:cmiaal.
/
Yes 13 b ~ ~A fxd . I have included copies of all approved DESIGI DEVIATIO\'S %ti•hich are required for zti~ proj -c.
N•es M b 0 .9. /The plaas and drainage report are stamped, signcd, and dateci. and contains, the aPP&-a.olt. cenificacion
statemeni.
~
v« ~.o C] wA C] 1-4: I have uncluded an adequace erosion concrol ptan and applicable standard piaa notes.
Y« ~•o ~ N~ ~)lhave serured approvals from al[ aPPticable oucside aQencies such as fire districcs where zppficable and have
~ -Included proof of their approvals..
* Yes ~.o CjwA D/Y2. I have provided an acczpcable meaas for pecpeual maintenance of street and drainagn faziliaes chac is
`~cerr le co Spokane Counry and have secured and included eapies of any required e~caLS.
v« ~.o 0 ruA 0 3. I haeviewe d the plans, calculatioas and other submittal data for eompleteaess, accuracy and coasisceucy
~ and have submitted two copies of plans and (1) bound drainage ceport.
* See attached sheet(s) for clarification I,.a...t,...A nnA.,ac 1
I undecstatid diat the reqwremenL noted above are the minimwii requireniencs necessary to perforni a cursorv mciew oE the Project
plalis, and that additioaal iuforniarion should be includcci witli tllis b-uhniiccal as necessary.
I understand tliat diis svhniittal %%ill be checked for conipleteness privr co review, and tha,t it will be retumed for funher information
if it is found to be incaniplete. -
I understand that this submitial Hi11 not be accepted foc review (and placed on the revie.v list) until all reqirired information
has been submitted.
Form compleced by the r:a-ponsiblz Engineer: Jeffrey N. I,oqan, P. E. WA #29403
Company: Wyatt Ehgineering, Inc.
Address: 1801 W. Broadway #110, Spokane, WA 99201
%ia code
Date: April 15, 1996 '
FUR SPUIL.ANE C:UL1TY C:SE UNLY
SUBMITTAL: JC .~~c,--pted for review.
R_nirued for subnlittal of the follo%tznL,:
GENERAL ITEM n :
PROJECT DESIGN r : RESUBMITTAL ITENt
Form returned to: __!I-w P'g ' Compaiiy: Wor
Address:
Date: ? M°no (i►+q kv5 deZeV" (V Af1`
By:
Spokane County Pu lic r~cs Development Smices
Vrlrnl2wt nA►A,vOi 2
SPOKANE COUNTY INTERIM ROAD & DRAINAGE
SUBMITTAL CHECKLIST
CLARIFICATIONS
PROJECT # Short Plat 1043-95 DATE: 4115/96
PROJECT NAME: Fisher Short Plat
PROJECT SPONSOR: Steve Fisher TEL (509) 922-7400
PROJECT ENGINEER: Wvatt EnQineerinQ TEL (509) 328-5139
(Rosd & Drainage Pianc)
PROJECT SURVEYOR: Wvatt EngineerinQ TEL (509) 328-5139
(Plat)
GENERAL ITEMS
1. Sponsor indzcated the document had been previously submitted. A March 18, 1996 letter from
Spokane County confirms that they have received this agreement.
PROJECT DESIGN
2. As was discussed in the Pre-Submittal Meeting, the roadway will be private. The section of
Longfellow that will be paved was designed based upon geotechnical results and pavement calcs
from the Harris subdivision which abuts this project to the south.
The geotechnical information and pavement calcs included are from the Harris site.
3. See #2 above
12. Declaration of covenants are included in this subnuttal. They were provided by the sponsor and
were stamped preliminary.
Spokane County Staff Review Checklist
for
Pre-Su bmittal i1~Ieeting
~ 3
Project ~Tame:_~~~t 5HOu- Project Number:
,
Project Sponsor:
Sponsor's Engineer:
Design
Firm: 0,ZW&1Vl(4 Enaineer: 1;f~'
vieeting Date: 12 WO tifeetine Time: AYA
Countv StaffPresent at Vleeting: 61 ~,4~A; P-~ - ,
Other vleeting Attendees:
name/representing nazne.'representing
name/representing name,representing
The Following Items need to be Discussed w/ the Design Engineer
General Items
1. List any special requirements listed in the Condirions of Approval, EIS. or _'VIDNS.
RJJ) r+2 Au^,~_b &-x4e5 4-5
description reference
description reference
Pw !)P. cJEwAl ix X&44 l~~w (c04~cauzw 4tf7
description reference
~
description reference
~uP,E ~c'SA~p~ rnr MG~~,~ FNtNeS ss' l~
description reference
2. Give Standard Notes to the Design Enginerr. Identify which Special Notes will apply, if any.
' Road Plans
_1. Road Classifications and Design Criteria.
# 1 #2 ~3 = #4
Street \ame
' Ciassification
~ Roadway Width, W . .
Minimurn right-of-way width _
Z~ .
see note
~ Min. Hcriz. Curve w/ super . ~ . . ,
- Min. Horiz. Curve w/o super ~ .
~
General Land Slope/Terrain
~
Design Soeed, mph '
. ~ ,
Curb Tvne & Clear Zone
' (see Sec. 3 ).15)
Sidewaik required? (yes/no) ; ~6 <z' .
Note (1) Additional right-of-way may ne given by the Sponsor.
D~scussion: ~'y ~ K~- -r';Oj i12K
+ c,kP las fl 6~( ts L-t tceL4
2. According to the Design Engineer, wnat is the maximum number of units :vhich will have
ac::ess from a single roadway? 3 . What is the max. allowed per Sec.1.03?
3. Muumum intersection spacing is 300' for along a Principal or Minor Arterial (per Sec. 3.04),
and 150' for a Collector or Local Access street. What spacing is provided for this project?
- 4. Are any off-srte slope easements needed, or off-srte nght-of-way acquisinon needed? If so,
describe.
,
,
5. What type of turn-arounds are needed? (i.e. cui-de-saChammerhe etc.)
I~ ~ /h~l~b r/fi~ c~+ ~~f~•~!~''~ %a
, Street Zjame Turn-around Type : Location ! . :
, 6. Road Surfacing Requirements (Sec. 3.16)
a) What method in determining road surfacing requirme n-Li-dm the Design Engineer propose to
use (i.e. AASHTO Design Metho R-valu ounn- thicknes.s-rabl~?or other)?
~ Provide the Design Engr, a copy of the Soil Sample Procedures, Design Report Format &
Alternate Pavement Design Table.
7. Does the Engineer plan on applying for any Desien Deviations? If so, briefly describe below.
.
;
Storm Drainage
l. Basin tilap
a) Did the Design Engineer bring to the meeting a ba: in maP?~ . If so does the basin
map show topography and sufficient information to be useful?
b) Does the basin map depict any contributinQ off-sitz runoff flowing onto the property? yo
_ Does it appear to be correct? . If not, explain.
, c} Is a site visit needed to verify the basin limits? 1~- C' Schedule for: .
N2. Is the site located within the Aquifer Sensitive Area (ASA)? ~ . What type of vvater
quality treatment is pro osed by the Desi Engineer? S~ Z.~ ~°T
~
(IJ Gc.u,1W l~r~ PA~/c k APl t.o~, ~~,~,r.4
~
~ 3. What subsurface investigations, if any, are needed with this project to make sure the
proposed disposal process will function as planned.
IJ449 ' GhQ.b~ :►c" _ LU-L5 iA /tex* A&W- Tv
PeWA* Ar~"l p
,
i
4. Are there downstream conditions which wiil affect the design of dra.inage facilities. If so
describe possible mitigative measures.
OIA- -tio
.
5. Is maintenance access provided to each `208' swale or drainage pond? If there is something
,
, unusual, what requirements were criven to the Design Engr.?
~
6. «'hat does the Developer/Engr. propose for providing for perpetua] maintenance of the
drainage facilities? Please brieflV describe proposed mechanism, and what is needed to
accomplish this.
PAh nJTeSAv-rc6" "4~*Kyt &zw*v` 7n 4p. 6maQ.
7. :Are Erosion Control Measures required xvith this project. If so, briefly describe applicable
, requirements. ~
54*f'.~r G3o- GF jadGC L /2-L.3 'S l /`~W1&?4$AW(G &44Wfie %~L6G 6G'.S
. lVote: Provide a copy of this completed document to the Design Engineer at the end of the pre-
design meeting.
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SPOKANE COUNTY ROAD & DRAINAGE
CERTIFICATION
SPOKANE COUNTY PROJECT 1043-95
PROJECT NAME: FISHER SHORT PLAT
~ DATE: April 15, 1996
_ "The design improvements shown in this set of plans and calculations conform to the applicable
editions of the Spokane Coruity Standards for Road and Seiver Construction and the Spokane County
Guidelines for Stormwater Management. All design deWations hai-e been approved by the Spokane
County Engineer. 1 approve these plans for construction. "
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Fsher Short Plat
Four Lot Residential
Subdivision
Basis of Design of Stormwater System:
The intent of this design brief is to detzrmine the peak stormwater runoff, required "208" swale size,
and minimum curb opening as a result of a four lot subdivision. The subdi-6sion is located at the end
of Longfellow Road, between Woodlaan Road and McDonald Road in Spol.-ane County, Washington
(NW 1/4, S3, T25N, R44 EWM). The project area generally slopes from east to west with a slope of approximately 3.67%. According to the Soils Conservation Sen-ice (SCS), the native soils consist of Garrison Qravelly loam (GgA).
See attached copies of the SCS map and Nontechnical Soils Description Report.
In addition to four residential lots, the Subdivision will consist of appmximately 120 LF of new road
construction and approximately 230 LF of a newly constructed private driveway. A drainage ditch
«:ill be located on the north sidz of thz new private drive to collect rormw•ater. The driveway will be
graded such that stormwater w-ill drain toward the ditch. An 8 inch c.iameter cross culvert will be used
at the "hammer head" Turn Around.
Attached are two worksheets a-hich determine the peak stormwater runoff for both the overall project
(DA 1) and the Road Only. In each case, the rational method (Q=CIA) i.s used to deternune the peak
stormwater runoff based on a 10 YR dzsign frequency. The time of concentration (tc) for each case is
determined by andcipated grading chanaes and surface types as the outli.ned in the "Guideli.nes for
Stormwater Management", Spokane County, WA. Using the Intensity•Duration Curve for the Spokane
area, the corresponding intensity (n L determined for each tune of concentrarion.
Using the types of surfaces A-ithi.n the drainage basin and respective surface areas, a weighted runoff
coefficient (C) is calculated. Vegetative cover (grass) is assumed in the locarion of the proposed
drainage swale. The determined peak- lOYR stormwater runoff (Qpeak) for the overall projert (DA1)
is 1.71 cfs.
A grassed percolation area ("208" swale) will be used to collect and treat the fust 1/2 inch of runoff
generated by the imgervious road area.. The "208" drainage swale will be located along the southwest
corner of the project area. T'he "208" swale will be i.n,stalled with an approximate depth of 1 foot.
One Drywell (Spokane Counri•, Type B) will also be i.nstalled within the swale to provide a means of
outflow during the lOYR stormwater event The drywell rim elevation will be 0.5 feet above the
swale bottom.
The Bowstring Method was used to evaluate the perfoanance of the "208 swale" and Drywell under
the lOYR stamwater event. A total stvrage capacity of 849 cubic feet (cf) is required in order to
detain the eveat Since the '208 Swale' capacity is 501.1 cf, the r~~naining capacity will be 0.30 feet
above the drywell rim.
19%. wyan EngiDecring (95aao) STORMWATER
Mac+ch 12, 1996 SBD-1 DESIGN BRIEF
.
. ,
' Fsher Short Plat
Four Lot Rcsidential
Subdivision
The determined peak lOYR stormwater runoff (Qpeak) for the Road Only is 0.45 cfs. The peak runoff
is used to determine the length of curb opening. The curb opening will consist of a full curb
depression and is located at the low point of the new road construction. A 5.0 foot length of opening
_ is required.
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EXPIRES 06/22/ 9-7 ~
1996. wyau Engmeering (95040) _ STORMWATER
March 12,1996 $gn-2 DESIGN BRIEF
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_ 95000001.wq2
Oate: March /2, 1996 Paee 1
Name: Fsher Short Plai • .
ProjecL• Woodierm Rd wd LanGfetow Rd. Spokene County
I
Basin Name: OAI Oesign Frequency = tOYR
No. af Subarens: 0
1. Decexmine Tune d Cor+centraoon:
Segment t- L4ertand Fcw. (Average grass cover)
- L = 240 R (length)
S = C.,*67 fV R (Slope)
- n= 3.40 RouShness Coetficien; (Averase Grass Caver)
C= 0.15 From Fgure 3, Page 6-5,'Cwideimes tor Stamwa:er %'snagement'.
Tct = C; •(L•r.,•,~ .5)) ^(0.6): From 'Guideir.es fa Stormv%tter Manager-er'.
Tct = 6.25 min.
; Segment 2- S zlctiv Cor::er,rated Ficw
Len,.., L = 145 ft
Sloce.5 = ..0367 fU f:
n = :.026 Ra:yhtless COEtfiCiLr-2 (Grass swe:e)
ya 0.2 ft. (l.ssumed depth a flaw)
2 = 36.46 ft/ft (Z= 1/S)
Are-- _ -.177 tt (A= 1/2•(Z)'(Y"2))
0 9-.;=er a 2.06 Cfs
Veoc.y,V = 2.67 ft/sez (Vs Q/A)
Tc2 _ :er;^y~ ; ;.VelocitY (V,%
Tc2 = 0.90 min
Tota1 Tc = 7.16 min
2. Determine Weynted FUn=" Co--,-..ent (C) and a ea:
:vea
Surface Type (sf) (ncres) C. CA
Open Itsnd (296-,,C'!6 51ope) 68.109 1.56 G S_ 0.47
lisphalt Pavemert 6.300 0.14 Q;i 0.14
Total DrainageAren 74.409 1.71 aaes Sum CA = 0.61
Total Impervials Aren 0.14 acres
Fram Table t. Page 62 'Guidaees !a Stormvvater Managemenr
Weigtu.ed C= (sum CJ)!(s.sn A) = 0.358
3. Qetertnine Peek Rund! (O=CIA):
purntion (Totd Tt) - 7.2 min
Weighted C = 0.358 .
entenak/ (Q ~ 280 iMW From IOF auve ta Spdwa, WA
/rea (A) ~ 1.71 eCtes
Pedc 10 YR 04dMrye (C) • 1.71 efs
Oetention Bds+n Oesign Wyatt Engineering, tnc.
8504000t .vrq2
Oate: ARerch 12. 1996 Pnge 2
Nema Faher Shat Plet
Project Woodtnwn Rd and Lonqfellow Rd. SPdane Gcunty
8asin Nnme: OA1 Oesign Frequency ~ tOYR Na of Subnreas: 0
4, petemtine Vdume a('208' Pond:
a; impervious Aren a 6:300 SF (From Refioral Method)
MQqUIfEd *208' VdUfT1@ = 1lT1PefYlOUS Af6B X 0.5712 111/}L
:;ecuired '208' Vdume a 263 rL. tt
Pond 6atiom wdth 30.2 ft (Frorn Site Pian)
-208' Pond 6ottom length 30.0 n (From sice Pi8n)
Pond DeQth 0.5 ft
'0' Pond Side Siopes (X:1) 3.0 ft
2''.~
'2='c' Pond 6ottam Area 907.4 SF
'21'..8' Pond Top Aren 1097.1 SF
'2'_'c' Pond Vdume SOt CF
5. Oeter-:%» 2*-l+e Maximum Oui:icw (Oo):
Number of Type'A' (0.3 tfs) Orywells Required: 0
tiumber ot Type'B' (1.0 cts) Orywells Requifed: ~
c,!;pw (Qp) a 1.0 Ci5
6. Detemvre Required Detention S:orage Using Baws7ng Method
i w.-,e Increment ~ 5 min.
7c-& Tc = 7.16 r:;in. (F-fom Rabona; .V.einod)
i cm' Area (acres) 1.71 ncres (rrorn RaOor-a-! !Aettiod)
ih'eyhled C= 0.358 (r--am Ratione! A/.ethod)
CA = 0.61 (Rom RationaJ 1Aetnod)
Ea:sed time !,::ens. Cin Vd. In Va. Out Storage
(min) (sec) frlhr) (cts) .1 c-J.ft.) (aU.`) (cu tt)
7.16 429.4 220 1.71 985 137 819
0 0 3.18 1.94 0 0 0
5 300 3.1e 1.94 781 42 739 '
10 600 224 1.37 1021 234 787
15 900 1.77 1.08 1131 438 694
20 1200 1.45 0.89 1192 S34 558
25 1500 1.21 0.74 1217 822 395
30 1800 1.04 0.84 1238 1011 225
35 2100 0.91 0.58 1248 1198 50
40 2400 0.82 0.50 1275 1 399 -121
45 2700 0.74 0.45 1288 1561 -3O5
50 3000 0,88 0.42 1307 1794 -487
55 3300 0.64 0.39 1347 2418 -071
. e0 3900 O.61 037 1388 2256 -850
GS 9A00 0.a/ 0.37 1507 2566 •1048
- 70 4200 O.61 O,37 1610 2056 -1736 -
75 4500 0.01 0.97 1731 3156 -1421 -
-
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Oetention Bnsfn Oeaign Wyatt En9ineering. lnc.
. 95040D0 t .wq2
' Oate: Merch 12. 1996 Pege 3 Nama Fsher Shat Ptat .
Project Woodlevm Rd end lonqfeltoK Rd. Spokane Camty
8asin Name: OAt Design Frequency = tOYR
Na d Subereas: 0
~ •
6. Oetermine the Minimum Required Oeoth Above'208' Pond:
i
Required Detention Storage 8a8.6 CF (See Bowstring Method, value)
'208' Pond Vdume 501.1 CF
; Required Storage Abave'2Je Pond 347.5 CF
'208' Pond Tap Mldth 33.2 ft (See'208' Pond Vav.--e :.zculamons;
'208' Pond Top Length 33.0 ft (See'2Q8' Pond VdL^e :.ZCUtaCons)
'208' Pond 7op Men (SF) 1097.1 SF (See'2C8' Pond Vd4.-~ :.scs:lations)
'208' Pond SiCe Slopes (X:3.0 ft (See'2J8' Pond Vdu^e ; titvla0ons)
Depth Above'208• Storage 0.30 n (use saver Funcdor,}
Detention PonC Top IAfiCtn 35.C 't
OetenOon PonG Top Leng-.. 34.8 ft
Top of Detenton Pond Aree Qt 9 6 S r
Vdume Abave'208' PonC 3e7.5 CF
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' Fiationa! Method Wyntt Engineerir+g. h+c_
' 95040001.wq2
Oate: Februay 12, 1996 Pnge 1
_ Name: Fsher S1oR PLet
Project Wood'.awn Rd nnd Lonqfellow iid. Spokane Cotrttty
~
gn Frequenty = tOYR
Bnsin Name: ROAO ONLY Oesk
No. of Subereas: 0
t. Qetertnine Tirrse d Concentration:
"Segmer.: t- Overland Flow, (Average grass cover)
! L a 20 fi (lerlgth)
S e 0.0367 fLi ft(Slope)
, n= 0.02 Roughness Ccefficie-: Paver.:ent)
Ct o O.tS From Fgure 3, Pase r-k-:.'Guide+ines'or Stormwa:er ManayemenY.
Tcl = Ct •(l•n/(S ^ .5)) " (0.6); From 'Guice ces far Stor,;:wa:er Man2yernenY.
7ct = 0.23 r.iin.
~ Segme:: 2- Shallow Concentrated P.ow
Length. l = 260 ft
i Slope.S ~ 0.0367 ".4' ft
, n m 0.013 Roughness Cceffic;e-: (S-x,h Pave-:ent)
' y= 0.2 i(ASSUm2d dept) d`--w)
z = 27.25 r.m (Z= I Is)
A(6d, A s O.54 4", (A= 1/2~(Z)I1y~;.:
O gutter = 2.92 cfs
Velocity,V = 5.35 P.fsec (V= O/A)
Tc2 = Length (l)NetocitY M
Tc2 a 0.87 min
Segmer.: 3- Shallow Concentrated F+ow (V-shaped)
' length, L = 60 ft
.SlOQ@,.S = 0.0367 fLI ft
r. = 0.026 Fioughness Cceffirer-- (C~°s swa!e}
y= 0.2 fL (Assumed depCh d 'aw)
7= 3 ft (Assumed Top W~^ )
Z = 15.00 t'Jft (Za T/Y)
Fvea. A= 0.30 R(A= 1/2'(Z)'(Y" Z.;
Q gutter = 0.80 Cfs
' Ve!xfty,V = 2.67 fLJSeC (V= Q/A)
Tc3 = Len9th (L)NelocitY M
Tq m 0.37 min
Tota c = 1.48 min
2. Oetermine We¢sted Runoff Coetf'iaent (C) end Aren:
Aren •
Suriace Type (an (acres) C CA
Open lend (2%-10% sfape) 0 0.00 0.30 0.00
Aaphelt Pnverrrertt 8,300 0.14 0.98 0.14
Total Orainnpe Aere 6.300 0.14 ~aea Sum CA ~ 0.14
~a
Tota! Impevicus Mn 0.14
• Ftom Teblo 1. Paqe 8-2.'Guidelinq tor Stonnwnbr MerfeQwrtw! -
w«~ ~~(sum CNnS++m N s 0.9eo
, Ra6ana1 Metnod W~vat En9ineering. tw-
65040001.wq2
Onte Februery 12. 1996 Page 2
hsr.e: Fishet Short PLat
Pr.~ect- Woodia*m Rd end Longfellow Rd, Spoicane Caunry
6nsin Hame: ROAD ONLY Oesign Frequency = :OYR
ha d Suberms: 0
3. Detertnine Penk RunoN (0- C1A):
- Ouraticn (TotaJ Tc) 1.5 min
• We;ghteC C = 0.980
~ Intens~r 3.18 in/hr =-cr-: IOF curve'or Spokane. WA
m =
Araa (A' = 0.14 acres
Pmk 10 YR Oischarge (Q) = 0.45 c`s
e. ie:ermine Deo.li ot Flow at Curb Opening:
, p = 0.56•(Zln)•(S ^ 1 /2)•(d ^ 8/3)
Dischl--,-e, a = 0.45 cfs
~ `Slope, 5 = 0.0367 ft/ft
, n= 0.013 Roughn~s ::cefficien: (Smxth Pavement)
Z=„5= 27.25
- F'cw Gec M, H= 0.097 ft
~
_ :e:ermine of Cutb Opening:
Curb F=:eight (h)= 0.5 ft ( Fult CL;::+!es53on;
Hfi ~ 0.19466 ft/ft use C = 3.087(l)(H ^ 3/2); save ra L
~ Giscnc^:e, O = 0.45 cts '
Fow Gect. H= 0.097 ft
Min. Length, L= 4.81 feet
, I
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DATA SUfSMART SHEFT
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. April 3, 1996
N1r. Edward Parre
, Spokane County Engineering
W 1026 Broadway Avenue
Spokane, WA 99201
' RE: Fischer Short Plat
; Dear Mr. Parre:
Attached are the calculations for the 8" Corrugated Metal Fipe (CMP) culvert. You will find a copy
- of: contributing drainage area (DA2) map for the CMP only, surface runoff calcularions, and culvert
design calculations.
The contributing area is delineated as the area upslope of the CMP inlet. The area will consist of
' portions of lots 3 and 4 and all of the unptatted lot (conservative).
. The Rational Method was used to deternline the surface runoff for the contributing area. The runoff
calculations are based on postdevelopment conditions. Three homes (or DUs) will be constructed
' within the contributing drainage area. Therefore, a C factor of 0.40 is used (4 DU/GA) based on the
, relation of DU per GA. An 8 inch CMP is specified in both the calculations and on the prepared roadway plans. The design is
based on the CMP flowing approximately half full allowing for freezing conditions. The Haestad
Methods Flowmaster computer probram worksheet is provided for your review. The worksheet is
based on the Manning Equation for open channel flow.
Pleas do not hesitate to call me directly at (509) 328-5139, if there are any questions or you require
any additional information.
- 9
Sincerely,
04 Was
Wyatt Engineering, Inc.
(00
Kevin M. Dragon, EIT
Design Engineer 'P~ 29403
QjSTBR~' t~
cc: Steve Fischer, Froject Sponsa ~NAL
iand C:\WPI?0CS\94040L01.wp6) EXPIRES 06/22/ q'7 ~
❑ L~"
101 Thaln Road W. 1801 Broadway - Suite 110
Lewistoa, ID 83501 Spokaae. WA 99201
Ph.: (208) 746-2661 Ph.: (509) 328-5139
Fax: (208) 746-6825 Fax: (509) 328-0423
EMGiNEERS • S(1RVEYORS • PLANKERS • COIYSTRCICTIONi MAriAGERS
_I
Rntional Mathod Wyatt Engineering. Inc.
93040DOt.wq2
~ Date: Merch 12, 1998 pQga I
i
, Name: Fisher Short PLnt
Project: Woodlawn Rd and Longfellow Rd, Spokane County
Basin Name: DA2-CULVERT SI21NG ' Design Frequency = t 0YR
~ No. of Subareas: 0
; 1. Detarmine Time of Concentration:
Segmertt t- Ovariand Fiow, (Average grass covef)
I
' L = 240 ft (Length)
S = 0.0367 tt/ tt (Slope) n= 0.40 Roughness Coefficient (Average grass cover) ; Ct = 0.15 From Figure 3, Page 6S, 'Guidelines tor Stormwater ManagemenY.
Tct =Ct *(L*n/(S ^.S)) ^(0.6); From'Guidelines for Stormwater Management'.
' Tct = 6.25 min.
Total Tc = 6.25 min
i
2. Oetermine Weighted Runoff CoefficieM (C) and Area:
Area
Surface Type (sf) (acres) C' CA
Single Family Residential (4 DU/GA) 29,604 0.68 0.40 0.27
AsphaJt Roadway Pavemen! 0 0.00 0.98 0.00
Total Orainage Area 29,604 0.68 acres Sum CA = 0.27
, Total Impervious Area 0.00 acres
* From Table 1, Page 6-2, 'Guidelines for Stormwatet Managemerr
Weighted C=(sum CA)/(sum A) = 0.400
3. Determine Peak RunoN (a=CIA):
Ouretion (Total Tc) = 6.3 rnin
WeegMed C = 0.400
IMensity (p = 2.85 iryFu From tOF curve for Spokane. WA
, Area (A) = 0.88 acres
Peak 10 YR Discharge (0) = 0.77 cts •
. GRAPHIC SCA.LE BUILDING l.lNE SETBA" ~
eo 25 ea too zoo PROP05ED 10' WIOE UTILItY EASQMEN?.
0 SET 5/6' REBAR WIrN PLAStIG
GAP MARKEO 1-5 22961'
( IN F'EE1' )
1 inch = 60 ft~ ~ FOUNO MONUI►~NT A5 NOTEO
~NP
N 8412'46* W 36104'
lab.?Y
60. f ~ 80.01' X X K
~ I~~: r. %
a wioE,,~ .
E~ pITIoN r4 Lor I Lor 2 `li $ RonPtAcvUisiriou ~
P~ ~of I6062 5p. Ft. 16184 5p. FT.
1>0t~ 56
P srA. 2+10 zz. LT LOT 4
iNSru.L nPe e ormWELL !3122 50. FT. Vi j
wrrH TYae 4FRAME & crutE Ju
EDGE OF ASPW1l.T - 487.5
aaavE onsnNro Mce ~wo S1NALE TOP488.~7,7 LOT 3 `e
RERb?ALL ON RICHf OF WAY $W&E BOTT061 - 485.5 -C
uNE. coMRAciOR m 3 W ~853 Sp. FT,
25 UOORDINATE WITH PROPERIY BO1T0~1 sliE 30 X30 I 5 8`r1Y46- E
OMMER TO 1HE kORTH AS
NEEDED. *N„ O I r' CV ~ ~ N I 'LZ'd,'''~
' K . • . ~f N.l. ~b'~ClT 1R8 II~' F Qp
, • INLET - i~.b) DR/UWGE INSTALL ~ K 32' ( ~
OfTCN OU1tET - 4e0.0 z - 1_~EASEMEHT CMP. DRCH TQ
I I• ; DRAA~AGE ~ALE AnTP1X SLOPE 38.0 0 ALLOW
TNEDWfST E 25
INSTAIl 3' uFT Of 1 1/2' IAINUS I
Nvm
~ CRUSHED ROCK ALONO DifCN SIOESS. INVERT
490.3
' • ~ ~ ~ ~ ~ , • ~ J) _ ~
. ~►ro F40mr oF wAY o
. . ~ anr~ cu~cn~ . , 25' WIDE see or3s g1
~
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4- 3+00
. ~
, s .ernJo' ~ ~~NG~~LLOW~ ~ 1 7,83
, . , A!I E. 237,~'
REMoVE 1e* oF EXIsru+a EXISTINC 20' wioE STA: 3+60.34
~ cuaen+o m u.Low aoAo 0111,IIY EASf•.Mf•.N1 I'FR
250, NAOTfI OF 20.0' I•IARIt1S SUBDIVISION II ' ~~A: ~~•F~~
, . 1oN I
U~p~V ~~P~GE 1~
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i
Circular Channel Analysis & Design
Solved with Manning's Equation
;
. Open Channel - Uni f orm f low
; Worksh2et Name: 9504 OFM1
Comment : CULVERT DESIGN CA.LCUI:ATIONS
~
Solve For Actual Depth
Given Input Data:
! Diameter.......... 0.67 ft
Slope 0.0300 ft/ft
Manning's n....... 0.024
, Discharge......... 0.77 cfs
Computed Results:
~ Depth 0.40 ft
Velocity.......... 3.49 fps
Flow Area......... 0.22 sf
Critical Depth..., 0.41 ft
Critical Slope.... 0.0272 ft/ft
Percent Full...... 59.90 0
Full Capacity..... 1.15 cfs
QMAX @.94D........ 1.24 cfs
Froude Number..... 1.06 (f low is Supercritical)
Open Channel Flow Module, Version 3.3 (c) 1991
, Haestad Methods, Inc. * 37 Brookside Rd * Waterbury, Ct 06708
Coi
- rLE
, ' ,~,c;~ , -
~ kk S~h.. . i~aNE VAtIEY FIRE bEPARTM(# :
5pokane County Rre Ptofection Dlstrlct N'. 1
~ 10319 CAST SPRAC;UE A1'E • SOCKANf W.; 9a206-3676 !(509) 926• 1100
,
I}er.embez ► ~ .
. i
3ohn Todd
i Spokane County Pla^nis:7
. ~ 1026 W. Broada, ay
Spokane, va. 99260
I Re; Prel.in,i.nary Shoxti rJ.at -S: -1OA3-95
~
~ R•
Spokane Val.1e;- Dena_-;.r,~ent has no reqi;~rof praposed short pl~t. s-.,;~pJ.y is aclequate ss-,d appana,le
~ accESS neetis ou: star,^-n-ds.
~ s~z c~~~• k:= r~:, c=
wE would, howevex, req;uest that the unnamed _ •
Langfellow c3hich is 4.500 Nozrth. Th~s street i< <j.~: i._~:~ ?;r•. ` r `
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. + / f; . .
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,
DECLARA NANT
I'
In consideration of the 1 ane County of Short
Plat SP-1043-95, (hereinaft erred the "Development"),
the undersigned covenants and :
1. The subdivider/sponso o ct the PRIVATE DRIVEXAYS
AND ASSOCIATED DRAINA FACI conformance with the
approved plans on f il e Coun gineer's Office.
2. A lot is served by a ' a iv when the only road
- frontage for the lot in the e is on the Private
Driveway.
3. The owner(s) of any lot crea e the Development or
alternation thereo ve rivate Driveway shall be
responsible for ma' 'd Private Driveway, including
associated Drainag Fac' tie 'n nformance with approved
plans on file with the i eers Office.
4. Maintenance finan ' t i Driveway and associated
Drainage Faciliti a anner determined by the
owners of the maj s ed by such Private Driveway.
5. In the event su te including associated
drainage faciliti ed o Spokane County standards for
Public Streets, and the willing to accept the
dedication of s oad an ties, each lot owner shall
execute any docu s ar o accomplish such dedication.
6. Owners of lots 't D pment who are served by such
Driveway, may sue re ages and attorney's f ees from
any owner of a 'n the evelopment which is similarly
served who ref s to tici a e in the Driveway and Drainage
Facilities, co s ' ing and maintenance.
PAGE 1 OF 2 PAGES
-
i '
. .
7. iiARNING: Spokane County nsibility to build, improve,
or maintain or otherwise vi t rivate Driveway, including
associated Drainage Facil' ' s t within or providing
service to the propert esc Development. By
accepting this Develop n e ly by allowing a
building permit to be is e on a Private Driveway,
Spokane County assume ' ation said Private Driveway
and the owners hereby dge the County has no
obligation of any kind re wh ver to establish,
examine, survey, construc , a ep r improve, maintain,
provide drainage or s o rivate Driveway, or
associated Drainage Fac' 't
8. This covenant and ag - shall ith the land and shall be
binding upon the own r e eirs successors or assigns,
including the obliga ' a e in the maintenance of
the Private Driveway, n cilities as provided
herein.
OWNER
, day of , 19 .
STA?S OF WASHINGTON )
:
CoeatY of Spokane }
On this day personall a me
to me to be the individual(s) described in and ecuted hin and foregoing instrument
and acknowledged he e ey ned the same as his/her/their
free and voluntary ac e the uses and purposes therein
- stated.
GIVlN UNDER MY HAND his day of , 19 .
No y Public in and for the State
of Washington, residing at Spokane
PAGE 2 OF 2 PAC3ES
.
STATEMENT OF AGREEMENT
Steve Fisher ("SPONSOR") has entered into a contractual agreement with WYATT ENGINEERING,
INC. ("ENGINEER") for construction engineering services for the FISHER SHORT PLAT, Spokane
County Project #1043-95.
1. The scope of these services includes, but is not limited to:
, A) Daily observation and reporting of construction activities on this project;
- B) Maintenance of all construction records related to this project, to include, but not
limited to daily inspection reports, manufacturer's certifications, material test reports,
and correspondence;
C) Assurance that the construction of the r2ogds and appurtenant drainage facilities is
according to the plans accepted by Skvkane County Engineer, Spokane County
General Provisions, the Stand S 'fic ns, and applicable portions of the
WSDOT Construction 0 al; D
D) Development of Rec ~ r ings; and
E) Testing of construction materials for compliance to the plans accepted by the Spokane
County Engineer, Spokane County General Provisions, the Standard Specifications,
and applicable portions of the WSDOT Construction Manual,
all according to the edition of the "Spokane County Standards for Road and Sewer
Construction: governing this project.
2. Prior to acceptance of the roads and drainage facilities by Spokane County, the Engineer shall
submit all construcrion records and the Record Drawings to the Spokane County Engineer.
3. The cost of the Construction Engineering Services for the project has been estunated at
S900.00.
Fisher Short Plat
Statement of Agreement
DATED this day of , 1996.
By:
Steve Fisher
STATE OF WASHINGTON )
) ss
County of Spokane )
I certify that I know or have satisfactory evidence that Steve Fisher is the person who appeared before
me, and that said person acknowledged that he signed this instrument, on oath stated that he was
authorized to execute this instrument, and aclaiowledg ' o be the free and voluntary act of said
individual for uses and purposes therein mentioned i e ent.
DATED this day e , 1996.
0
~
By: NOTARY PUBLIC in and for the State of Washington,
residing at .
My appointment expires .
~i
2
Fisher Short Plat
Statement of Agreement
DATED this day of , 1996.
WYA1°T ENGINEERING, INC.
A Washington Corporation
By:
Jeffrey N. Logan; P.E.
Spokane Engineering Manager 1%
STATE OF WASHINGTON )
) ss
County of Spokane ) %Vn
O
I certify that I know or have satisfacto e that Jeffrey N. Logan, P.E. is the person who
appeared before me, and that said person owledged that he signed this instrument, on oath stated
that he was authorized to execute this instrument, and acknowledged it as the Spokane Engineering
Manager of WYATT ENGINEERIIVG, INC., a Washington Corporation, to be the free and voluntary
act of said individual for uses and purposes therein mentioned in the instrument.
DATED this day of , 1996.
By:
NOTARY PUBLIC in and for the State of Washington,
residing at .
My appointment expires .
3
~ -
t
04 wr+a
~
■ ~ ~ 29403
0'~~, a'tSTB
TRACT A sjONAL
16062 5Q. FT. ExrE~~~ cci~ti~~ ~
sra 2+10 22' LT
INSTALL 1YP£ A DFtYWEIl
WRH TYPE 4 FRAME dc GRATE
EDGE OF ASPHLAT + 4$7.5
RIM EL = 488.0
SYVAIF TOP - 487J
SIMALE BOT70U s 485„S
eorroM srzE30'x30'
IN5Ti1LL GRASS SOD OR S(;/4(.,E: 1"=30'
TURF IN BOTTOM
DRAtNAGE
39.0' EASEMENT L-
~ -J '•r~ 'Iy
(
lep~coa' ~ o
JLOW-'o. ~
~s~rr
Pft1 VATE
LO~JGFORIVEWi1Y p ~ UtUre
AVE0 ,
N
LOT 1 SHORT PLAT # SP -1043 - 95 E/~p//~/EERS 0 suRV,~ro,~s
FISHER SHORT PLAT ~ j°~ a am
. i
. of
lV
M0 ~
W
r
uI ~
` r H
EASEIIENT UNE
- DRAINAGE EASEMENT AS SPEqFlED ON PLANS ► ~ g' ~
O z 23'
TOP OF SWALE ELEVATION ASPHALT PAVEMENT
1
(n 2% ~
ro 1
IAATCH ( .1- MIN. RIM ELEVA110N
~ N E)US11NG . , • , .
y GROUNO 1 .52.0'
c"ll . MAX SLOPE 4:1 3
~ ;
.
~ ; .
~
INSTAIl GRASS
~ SOD OR TURF
~ ` SEE SPOKANE COUMY
STANDARD DETAII SHEET
B-1, TfPE AS NOTED
ON FLAN.
fIAT POND BOTT01~ ELEVATION NOTE;
~ r AS SHOWN ON PLANS. WRAP DR1rYVELL BMREi.
AND CRAVEL ENVELOPE
W
(AMOCO ItN FlLTER FABRIC. #4545 OR APPROVED
TYPICAL 208 POND EQUAL)
WITH DRAINAGE STRUCTURE -
Z
~ rn SECTIONAL VIEW o4a'~ r :0
....1
fZ ~
l~O
0 294033
g ' ~p►~s1 sTB
ONAL ~
EXPIRES 06122/Q-'
~ i ~ ~
~
~
,
Fsher Short Plat
Four Lot Residential
RECEIVED Subdivision
APR 0 5 1996
Basis of Design of Stormwater System:
. SPOKANF,, COUHTY ENGINEER J
The intent of this design brief is to determine the peak stormwater runoff, required "208" swale size,
and minimum curb opening as a result of a four lot subdivision. The subdivision is located at the end
of Longfellow Road, between Woodlawn Road and AlcDonald Road in Spokane County, Washington
(NW 1/4, S3, TZSN, R44 EWIv).
The project area generally slopes from east to west Nvith a slope of approximately 3.67%. According
to the Soils Conservation Service (SCS), the native soils consist of Gamson gravelly loam (GgA).
See attached copies of the SCS map and Nontechnical SoiLs Description Report.
In addition to four residential lots, the subdivision will consist of approximately 120 LF of new road
construction and approximately 230 LF of a newly constructed private driveway. A drainage ditch
will be located on the north side of the new private drive to collect stormwater. The driveway will be
graded such that stormwater will drain toward the ditch. An 8 inch diameter cross culvert will be used
at the "hanuner head" Turn Around.
Attached are two worksheets which determine the peak stormwater runoff for both the overall project
(DA1) and the Road Only. In each case, the rational method (Q=CIA) is used to dztermine the peak
stormwater runoff based on a 10 YR design frequency. The time of concentration (tc) for each case is
determined by anticipated grading changes and surface types as the outlined in the "Guidelines for
Stormwater Management", Spokane County, WA. Using the Intensity-Duration Curve for the Spokane
area, the corresponding intensity (n is determined for each time of concentration.
Using the types of surfaces within the drainage basin and respective surface areas, aweighted runoff
coefficient (C) is calculated. Vegetative cover (grass) is assumed in the location of the proposed
drainage swale. The determined peak lOYR stormwater runoff (Qpeak) for the overall project (DA1)
is 1.71 cfs.
A grassed percolation area ("208" swale) will be used to collect and treat the first 1/2 inch of runoff
generated by the impervious road area. The "208" drainage swale will be located along the southwest
corner of the project area. The "208" swale will be installed with an approximate depth of 1 foot.
One Drywell (Spokane County, Type B) will also be installed within the swale to provide a means of
outflow during the lOYR stormwater event. The drywell rim elevation will be 0.5 feet above the
swale bottom.
The Bowstring Method was used to evaluate the performance of the "208 swale" and Drywell under
the lOYR stormwater event. A total storage capacity of 849 cubic feet (cf) is required in order to
detain the event. Since the "208 Swale" capacity is 501.1 cf, the remaining capacity will be 0.30 feet
above the drywell rim.
1996. Wyatt Fngineering (95040) STORMWATER
March 12, 1996 SBD-1 DESIGN BRIEF
t '
• " ~ ~
Fisher Shori Plat
- Four Lot Residential
Subdivision
The detennined peak lOYR stormwater runoff (Qpeak) for the Road Only is 0.45 cfs. The peak runoff
is used to determine the length of curb opening. The curb operung will consist of a full curb
depression and is located at the low point of the new road construction. A 5.0 foot length of opening
is required.
~C~~4 c~►
q ~
qb
,p8 2940VL*9
` ~ss ojsreRQ G1~
IONAL E~
EXPIRES 06/22/~fl ~
1996. Wyatt Fngineering (95040) STORMWA'TER
February 13, 1996 SBD-2 DESIGN BRIEF
;
- - ~
_ . - ' -~~y ~-~'r•'..~.~y~-, _ ~.''Hn'i`~:~_~q.. ~"~,C~~_•a',S`..t~T*..'~~ M
' " ' ~.•~2....~„-,t°~~~ -'-az~.~:`.ec~ 'S~sb~r~a~cf.:e~ ~..r~ ~.r, sm ,`a ~ - - • c s•~~:
_ - ,::~.~.2'~'i i+i~; _ - - . . - . . . +.~::~.w* ~Tr":-= - ' 2
- ~ : • -~tAk ~e-~o~~
COUN -SHEET_-NUM6ER. -66_- ~ _ . _ • -
- - - - - - U~CM~~ - - - - -
TY, = WASNINGTON•
_ R. 44 E. S% - - - - -
nn~ • ~ lako ~ Pss ~a Gga ~,n - -
. ` O ~ ~ ~MbC ~ Sw B `HhA GgA
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GnB
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12"v111 ~ Gg g -
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~ INTERNATlONAL • 1O
5?OKANE N ~
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it GgA C v\
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NONTECHNICAL SOZIS DESCRIPTION REPpRT
Soils Description
~
,•"~p ~ Soil name and description
bol ~
~
GgA ~ Garrison gravelly loam, 0 to S pe=cent slopes
1
~ This very deep, somewi:at excessively drained soil is on
~ nearly level to cently sloping terraces. It formed in
~ glacial outwash mixed with volcazic ash in the upper
' part. Typically the surfacz lave: =s gravelly loam 15
+ inches thick. Tne stbsoil is very gravelly loam 29
~ incres thick. ^^e substratum is ve:v c:avelly loamy
~ coaYse sand to a eep`: o-A" 60 inc:4s. Jepth to sand and
( gra :-ei ranges -from 3o to 55 inches. E? evations are
( 1, 7 Cu t 0 2, 000 =eet .^^e -averace a::;.ual precipitation
~ is 18 to 22 ir,cr.es. ^:.e :=ost-Af_ze season is about 170
~ dav=. CapGb=;_;.:- su:^c:ass is 3S -.-:irrigated, 3E
~ -ed. it i:=_aGtEG.
~
~
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' • ~ l:-
Retional Method Wyatt Engineering. Inc.
, 95040DOt.wq2
Date: Merch 12, 1996 Pa9e I
Name: Fisher Short PLat
Project Woodlavm Fid and Lcr.qfeilow Rd, Spokane County
8asin Nsme: DA1 Design Frequency = tOYR
No. of Subareas: 0
t. Oetermine Time of Ccncentra5on:
Segment t- Overiand Flaw, (Average grass caver)
L = 240 ft (Length)
S = 0.0367 ft/ ft (Slope)
n= 0.40 Roughness Coefficient (Average Grass Cover)
Ct a 0.15 From Fgure 3, Page 6-5, 'Guidelines tor S:amwater Mer+agemenY.
Tct = Ct'('_'n/(S ^.S)) ^(0.6); From 'Guidelines for Stotmwater NtenagemenY.
Tct = 6.25 min.
Segment 2- Shallow Concentrated Flow
Length, L a 145 ft
SlOQ@'.S = 0.0367 tU }t
n= 0.026 Roughness Ccefficient (Grass swale)
y= 0.2 ft. (Assumed depth oi flow)
Z c 38.46 ,4tt (Z° i /5)
Area, A = o.n tt (A= 1/2•(Z)`(y^2))
a gutter = 2.06 c(s
velxiry,v = 2.67 (t/sec (v= o/A)
Tc2 = Len-b-n (L)Neloaty M
Tc2 = 0.90 min
Totel Tc ~ 7.16 min
2. Determine Weighted Runotf Ccefficient (C) and Area:
Area
Surface Type (s9 (acres) C. CA
Open land (296-1096 slope) 68,109 1.56 0.30 0.47
Asphalt Pavement 6,300 0.14 0.98 0.14
Tatal Drainage Aren 74,409 1.71 acres Sum CA = 0.61
7otai Impervious Area 0.14 acres
• Fram Table 1, Page e-2, 'Gui6eines far Stormwater ManagemenY
Weighted G= (sum CA)/(sum A) = 0.358
3. Determine Peek Runoff (0=CJ1):
Duration (Tatal Tc) = 7.2 min
Weighted C = 0.358
Intensiry (I) ~ 2.80 in/hr From IDF curve for Spdcane, WA '
Area (A) a 1.71 naes '
Peek 10 YR Diacharge (a) = 1.71 cfa
Deter:tion 8asin Design Wyntt Engineering, Inc.
95040D01.wq2
Date: Merch 12, 1998 Page 2
Name: Fsher Short Plaf
Project Woodiavm Rd end Lonqfellow Rd, Spokane County
Basc~ Name: OA1 Design Frequency = tOYR
Na d Subareas: 0
4. Determine Vdume of '208' Por►d:
Total Impervious Area = 6300 SF (Fram Rationa! Method)
Required '208' Vdume m Impervious Area x 0.5'/12 in/ft
Required '208' Vdume = 263 cu. ft.
1208' Pond Battom Width 30.2 ft (From Site Plan)
'208' Pond Bottom Length 30.0 ft (From Site Plan)
1208' Pond Depth 0.5 R
1208' Pond Side Slopes (X:1) 3.0 ft
'208' Pond Bottom Area 907.4 SF
1208' Pond Top Area 1097.1 SF
'208' Pond Vdume 501 CF
5. rDetermine the Maximum Outflow (00):
. Number of Type'A' (0.3 cis) Drywells Required: 0
Number of Type 'B' (1.0 cfs) Orywelts Required: t
Outflow (00) = 1.0 cfs
6. Ce:ermine Required Detentlon Storage Using 8awstring Method
Time Increment = 5 min.
Total Tc = 7.16 min. (From Rational Method)
Total Area (acres) 1.71 acres (From Rational Method)
Weighted C~ 0.358 (From Rational Met!-,od)
CA = 0.61 (From Rational Method)
Elapsed time Intens. Cin Vd. In Vd. Out Storage
(min) (sec) (in/hr) (cts) (cu.tt) (cu.R) (cu.ft)
7.16 429.4 2.80 1.71 985 137 849
0 0 3.18 1.94 0 0 0
5 300 3.18 1.94 781 42 739
10 600 2.24 1.37 1021 234 787
15 900 1.77 1.08 1131 436 694
20 1200 1.45 0.89 1192 634 558
25 1500 1.21 0.74 1217 822 395
30 1800 1.04 0.64 1236 1011 225
35 2100 0.91 0.58 1248 1198 50
40 2400 0.82 0.50 1275 1399 -124
45 2700 0.74 0.45 1288 1591 -305 •
50 3000 0.68 0.42 1307 1794 -487
55 3300 0.64 0.39 1347 2019 -671
60 3600 0.81 0.37 1398 2255 -859
65 3900 0.81 0.37 1507 2555 -1048
70 4200 0.81 0.37 1819 2855 -1236
75 4500 0.81 0.37 1731 3155 -1424
• Stornge ~ (Vd in. - Vd. out)
.
~ .
Detecstm 8asin Design Wyatt Engineering, Inc.
. - 95040DOt.wq2
' Dnie: March 12, 1998 Page 3
Name: Rsher ShoK PLnt
Prolect Woodlawn Rd and Lonpfellow Rd, Spokane County
Basin Name: DA1 Design Frequency = 1 OYR
No. d Subareas: 0
6. De:ermine the Minimum Required Depth Abwe'208' Pond:
Requfred Detention Storage 848.6 CF (See 8owstring Method, maximum vnlue)
'208' Pond Vdume 501.1 CF
Required Storage Above'208' Pond 347.5 CF
'208' Pond Top wdth 33.2 ft (See'208• Pcnd Vdume Calculations)
'208' Pond Top Length 33.0 ft (See'208' Pond Vdume Calculations)
'208' Pond Top A►aa (SF) 1097.1 SF (See -208' Pond Vdume Calculations)
'208' Pond Side Slopes (X:1) 3.0 ft (See'208' Pond Vdume Celculations)
Depth Above'208• Storage 0.30 ft (Use Sdver Funcdon)
Oetention Pond Top wdth 35.0 ft
Oetention Pond Top Length 34.8 ft
Top ot QetenOon Ppid Atea 1219.6 SF
Vdume Above'208' Pond 347.5 CF
0
.v
Rational Method Wyett Engineertng, Inc.
_ 95040D01.wq2
Date: February 12, 1996 Page t
Name: Fisher Short Plnt
ProjecL Woodlawn Rd and Longfellow Rd, Spdcane County
Basin Name: ROAD ONLY Design Frequency = tOYR
No. ot Subareas: 0
t. Determine Time of Concentratim:
Segment 1- Overlend Flaw, (Average grass cover)
L = 20 ft (Length)
S = 0.0367 tt/ ft (Slope)
n= 0.02 Roughness Ccefficient (Smooth Pavement)
Ct = 0.15 From Figure 3, Page 6-5, 'Guidelines fa Starmwater Menagement'.
Tct = Ct • (L•n/(S ^ .5)) ^ (0.6); From 'Guidelines for Stortnwater ManagemenY.
Tc1 = 0.23 min.
Segment 2- Shellow Concentrated Fiow -
Length, L = 280 it
Slope,S = 0.0367 ft/ ft
n= 0.013 Raughness Ccefficient (Smooth Pavement)
y= 02 ft. (Assumed depth of flow)
Z = 27.25 fUft (Z= t/S)
Area, A= 0.54 ft. (A= 1/2•(Z)'(Y"2))
O gutter ~ 2.92 cfs
velociry,v = 5.35 ft/sec (v= a/A) _
Tc2 = lengtt► (L)Nelxity (V)
Tc2 = 0.87 min
Segment 3- Shallovr Cancentrated Flow (V-shaped)
Length, L = 80 ft •
Slope,S = 0.0367 ft/ tt
n= 0.026 Roughness Coefficient (Grass sv►21e)
y= 0.2 ft. (Assumed depth ot flow)
T= 3 ft (Assumed Top wdth)
Z = 15.00 ft/ft (Z= TtY)
Area, A= 0.30 ft (A- 1/2•(Z)•(Y"2))
0 gutter = 0.80 cts
velociry,v = 2.67 tVsec (v= alA)
Tc3 = Lengih (L)Nelocity M
Tc3 = 0.37 min
Tote! Tc = 1.48 min
2. Determine Weighted Runafi Coefficient (C) and Areaa
Aren •
Surince Type (sO (ncres) C' CA
Open tend (296-1096 slope) 0 0.00 0.30 0.00
Aspha)t Pavement 8,300 0.14 0.98 0.14
Totel Drainage Aren 6,300 0.14 acres Sum CA = 0.14
Tote! Imperviau3 Aren 0.14 ncres
• From Tnble 1, Pnge 6-2. 'Gukielines Ior Startnwater MartiagemenY
Weigfited C•(aurn CA)/(auT A) s 0.980
. '
~
RaporW Method Wyatt Engineering, Inc.
- 85040DOt.wq2
Date: February 12,1996 Page 2
Name: Fisher Short Plat
Projett Woodlawn Rd and Langfellow Rd, Spoknne County
8asin Name: ROAD ONLY Design Frequency ~ tOYR
No. af Subereas: 0
3. Delertrnne Peak Runotf (Q=CIA):
Duration (Total Tc) 1.5 min
Weighted C ~ 0.980
Intensity (I) = 3.18 in/hr From IDF curve for Spokane, WA
Area (A) = 0. 14 acres
Peak 10 YR Discherge (0) = 0.45 cfs
4. QEtermine Depth of Flow at Curb Opening:
Q = 0.56•(ZJn)•(S " 112)•(d ^ 813)
Discharge, a m 0.45 cfs
Slape, S = 0.0367 fVft
n= 0.013 Roughness Ccefficient (Smoo?h oevernent)
Z = t /S = 27.25
Flaw Depth, H ~ 0.097 ft
5. Determine Length of Curb Opening:
Curb Height (h)= 0.5 ft ( Full Curb Oepression)
H/h = 0.19468 ft/ft
Use O= 3.087(l)(H^3/2); sdve f« L
Discherge, 0 = 0.45 cfs
• Flow Depth, H- 0.097 ft
Min. Length, L a 4.81 feet
.
TIME Of CONCEH1AAT10x
OATA SUriMARY SMEEi
lAHO TR-SS CROSS YETIED
oRalxA6f FlOy TYPE FLOw SLOPE SuRFACE MaHxiH6*S sECTiOxAL PERIHETER
AREA SE6r,:y1 FlOY LEN6TH (it/it) DESCRIPiIOY . n ftt (ft)
b4l o.036 e,L-isG o.4O
o,a~6 ~SS o.c24 o
o_o~
2 o- oA~>
r
o d-' ~ ~ •
o~/ 2 41 e w
1
Runoff Curve Number
Data Summary Sheet
.
Drainage Soils tiydrologi-,, Cover Descrip;ion Area Area
Basin Type . Group (Sfl (acres)
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