SPRAGUE E 13014 TIDYMAN SUPERMARKET
3 ~ ` ~ ~1' 3 0 r~ ~ ` , ' jr~ .
. ~ Fee" Nc
Lsl~ig. ~'ermi.t_ F i.. . Vc.. .
~ 7k"
< •
.
F-r,---je,=t- Name 1 7`7 ,a ~ vt
Address i"P., ~rcel. Nc..
Spc,nsc,r' s Name F'h~ nca t# .
Enq i neer /Sur veyc,r' s/Ar c h i t ec t' s•-Name ' Tel ephone #
F'1 ann i nq Gant ac t F'er son
Date Submitted • Descr ipt ic-n Init ials
-3
,
. ' ; .3 - Z
~~'T ~~izl~s'lf-~ ~ ~ ~~in ~~~•'L ~ ~
' ~ - _3c~ ` L ~/~,.9r' ~ ~ .c.✓ / 2 .1_ /J/;~i2,~I
. ~ ,
~f - _ 'l/i i` ~ ~ /ri/ . ~'~t ~ ~11~-1/ ~.S~~i✓1-. ~"'~~~i.~
.
~~)'l Ao6,-''
. ~ - ~ - 49
,)-or'<
~
.9;-- /7 01-tjGo~,
,
~ L4 .
, - ZS - lv . i ~~F~ ~-l~~ .~a~ ~~l' c~ SlG,✓ ~fl lG►,s~~,~ o,~a..~, T -
rl-~~v
'nl G~
. , i4 - 3 v --9a \~,4y-kd
T
1
~
. - p{ 11 ~1.lAMMIl~A~RIi1.~~1rM+Q~~Mt~lei~0lwul~R![i~l0~1!l~pffAy"!e11tOtaA►plMMWpat fn1UoppIICaI►onm lruo
W /ota!!O egh pIll C IM" M1 f1r.* fftd W4 Wldlftlatld 1fN INSPECTION REOUIREMENT8/NOTICE
e+~t.1"~0 tnrt ~ nawnoot 009 psffmfVtapf t~ an w0uq uenl fnlton of pr~ov~ or Cchll cato o~t Obccupenc'y ahal not b cons ed to
~ ovta+ot~rlp~r1o41oor esrto~ tno prorls~ons ot anp suts a loul lsw raputatlnq construction, or es o wenenty ot conlormnnce with Ihe provlslons oi eny state or local
~ rpuietinq co^structron.
SIGNATURE OF APPLICATION
OWNER OR AGENT DATE
,
~
.
. ,
i
> >
~ PRa,aEr~~ ~~~1'1BF__R- 90001374 . ~ Da-rF= 04r10,90 F:1 P) r*rJ'_*= ;
pMPI..:[["'AT7ON
~ . ~~~~a~a~~•~~3c~~~i~a~~c~~~c~#~.~•~i•~~~~c~a~# APPi_:r.CA:r:cON ~~~~~~~~~~~~~~*~~~~~c~-~~~:~x~~•r:a~~~:~~~;~:;
~ S'xTf:° ,C'TREE"T= 4 30~ 4 F ,S~ hAC,l.1C A ~r'' " ~ ~ ~..17
. ~'Akr~:l...r = A..'~54;:. 1 79
i~-
~ (~DDRESS= .SPt7KANE 4JA 99206
~
F't M :I: T t.J F. SI..1 Pk" RMARK L'::1'
~ . .
' F°' L. r'1'; 043184 0 F' I... r~l T N A M E= OPI°'.'1' R.1 w354
I4 L.0 C'!( I...0 T ~ ZCIN4° = f;ClMM n a: ST'~•~= F
~ ARC:A-= F/A F W:l'DTH= ` F`'T'1l:-- R./W=-.
JL Ca F • Zq I_. C> G S~• i D W I7:1...1... TNGS-~
- . . t
, cawNr.° R:::: TIZ3YMAN' ,S' Ww1R1=ME71.1SE MARk'E7' PI-!ONf.: = '5509 928 4.9ii
ST'RF:ET:::: 17515 E:: APF'LE~AY l?brl:`
ADJDfiiE,S'S-• f:Y4il=.ENF1CRC::,S' Ww1 99016
; - _
~l ~i "
_ A. 1Ay
f;0f:'T' N F+M f.:E:'RN[::S''t' H:I:C:KS' ` F'H 0 N F A1 _ E{F
~:,s~
T.'~
Ll :l L~ J: f1 CJ T 3<3~~ I... F f' 4 0 :F: ~y H T i~,.''? I~ i= Ai" Ad r~ , ,
~,F ~x• ir ~ ~ h •yt ~i a~ ~c ~~c ~c ~ ~n ~ ~r ~ ~i a~ a~ ~ ~r~ ~i ~~t 3F ~i ~t ~ ~ REVT EW .1' NFOR'rf AT C1 N ~ ~ ~ ~ ~ ~ ~ ~ ~ x~ ~ ~ 3: :
~ DEPFaRrt°il-Nr ° -,Aqk'k':C1=W _r.O MIM L=.~lT,S~ EaPPR r.:lV e) l_ C 0 M 11 F NT 'S'
: ~ _ ; f.:: . ~ r.. r.. . r.. . _
. • . :
,
. _ ~1~.~....~............
-BuxLDxNG PiwAN R lwV I E W. . I~~:niJl:Rf= D , 10
. . „
. ~
.F.tUILL}ING ~ C'NERGY, -Pl..AN Fi'E:V1E'W RF:G?1~IRrD
, B!.! II... lD INf: ,31=' R1: Nk I.-l•- REZ) LDr F' 1.. n N Ft EQ) ' 1)
9 E F' A R EV a: f ° I:+ LJ a: l_ I i 1: N C + i , n i) 0 ,C' Q FT • ~Y _1..~- ,2~ _ _ _ _ _
cJg
~ .e.
C'~ F.:: ;f. i: l~l t~ N~ :l: 7' ~:.i: A 1_ ~'4 F~'T l:: f~i Y (a I... (AI... f ;ClM~'f ) 1..~. . . .A. .N.t~._.~.o t►_~~i ~ .P~~~_ 1.~1E~R...
~ E N ~x I N C F::'R'n RFl INAr E Pf._ A Nl'\R En ' I1 ~ _.~~...F.,~ Z r . .t~~.... .
1-~~~~~I...~r~-IDa:,~r~ a:r~cr~N~n,9 :r.N 1...0 ; C:OVC"f~r.) C.E . r....___~.___.- .
.
~ ' .~.l.l.~~l.e.. ~Ph.eS..._ -5~~~~~~ ►~N61
a1 E 0 i...~r~i~~1>a:,~1~ Fc~c~z) EFZ~r r .r,E: r;~~~,.r. ~:.w
, -ZWo cornR+vt'TN1ENT StnIK wl'TH Ft_OOR ORAIN RuQl,ltm lhl FIS14 PR CN AR" _
: F~ L
ra rq N:~: ~v c, .s ~r P~.. r•a N .r-.. T ~ t~ iR 1~ t:i ~.j R r~ n - _ ~ 1_~ w ~ o
. .
, ~
T 7: L T F` W i :r. N PRI Cl R 1: T Y S r ~a ~ ~ A R EA
: FIRE z) r. STR r~ Ji, E FL._ Ow r O ~.~E F; V:r.r.: w ED o....
. .
u• ~c •x• •K ~t h• **)k ~x X I:s U:r 1... D.T. U f:. F' ERMTT **ir *.x• **-4~- ~ x iE )i. r: r: .r: -k i:: r:
~ .C 0 N'1'i_Z nc:T o,Si••tEA rt7N,STRt.lCrr:CON TNC' F'MONf':.. 509 534 10310
l S 'T'R E'E T'= r' CI BOX I 1954
~ . . ~ . : AXi'GR'S.5:::: .S'1='(:JItA~l~~ 'W(~ 99211 ~ : ~ 4~ ~ . , • '
; , - . - _NEW= ~X , . • . REMt1DF"L_~: . A~DIT.T.ON= f.:FIAUC,Er nF° t.i9 F~....
► . I)WEI~I.. t.1N:CTS= ~ _ (7CCt.lr~. l_D-= ~':t~.~, F•l~::T`~ "
1
~ I:+E.. D(, 4J X D . . ; X. - S Q F*T = 69857
~ . REn f='t1F'~il<:f.NC- i4tr' .CElAdl.=R= Y 14 YnR rAi IN '1':... 'Y
~ . • °
~ 17 I::: E:: h :I: t~''T' 7: t:~ F'4 C? !J T Y R~ ~ ' I. . ~..I ~Y~ :f ~J
7q (i
~t 0 ~'l l::. ti~~~I ...~;:.fi y 1~0 N Nr t QN.6 r,`?~ ~9 y 5 7 7 2 98"7q l'~
~T~
• • d~
^5 .1. 9 (7 ~.~'~0 r, '•.'1
~ • '1' F'M i) E,S' 1.1 t~ T' 'r 7' F~ F ' ~s r E i r~ 7.
. C; f) MMf" Et C :1*AI.. V Ai._ 1.1 AT1: ON ~ y~ cl _ S. .
{`l... t ~ i; I::: W f'= I~° 1= • .Y 5-0
, M1 4?9R.4~1
CR:iJ]: CE1 L MATk:: R:C A : Va: FW y
1. [ . ~ ~ !h~ f .r 1::
.1~'~ . ~ ~'1 l, l
F: OUNY Y 9i . f Fi C+1Art Ct 9 8 4 24
I::: :i: •~i .
>i• ai• i::: ~J f.:: ~ J I:~ f~:' i•~~ : i ~,r' l~
I::: ~;,i ll t'1
.
P f:::F,.'k1FI. '.f''r`H`i-: E:: ~~1►'f~:1~ I~1'i' c•a'r'- ii !`,i'i' r~ ~ Y. F~:~i . ; ~ f11 I' 1' P r~ w .r. N c;
. .
C{ U i: I... ri:1: r; :C "c' . . . ~
~ - .
~w 0U- ~ ,111
1 I.1 67 .~`f ~i..
w . T.ia
t
y ~
' ~
\
_ _ . . ~e..~ ' • t. ,
POKANE- ~ - }JNTY DEPARTMENT-OF• BUILDIN
S ' ~ ' . .
. W. 1303 BROADWAY-AVENUE . .
SPOKANE, WASHINGTON 99260~ •
~ (509) 456-3675
I certify that I have examined this permiVapplication, state that the iniormation contained in it and submitted by me or my agent to compile said permiUapplication is true
end correct, and authorize Spokane County to proceed with processing. In eddition, I have read and understand the INSPECTION REGIUIREMENTS/NOTICE
haN provisions included herein and agree to comply with same. All provisions of laws end'ordinances governing this type of work will be complied with whether speciiied
anc herein or not. I understand that the issuance of this permit/application and any subsequent inspection approvals or Certificates of Occupancy shall not be construed to
clu• give authority to violate or cancel the provisions of any state or local law regulating construction, or as a warranty of conformance with the provisions of any state or local
I u lews regulating construction.
It0 SIGNATU.RE OF ~ APPLICATION
~9 OWNER OR AGENT . DATE ~
;E ~
~i
. • ' • . ~ .
I:*-'R0..lEC:T NUihI'~FFi- 9()0(-)13'r4 , I?r1T h'.-~ t)4/1 O!~~ F, F1(:F'= '
pPF'' i... :C C
~
1:7_1 c Y-.C G) N ir # ~i ~i ~r ~ •lf~ ~t~ ~i )i ~'r 1i• ~r ~i• ~t ~i ~ii• k ~l~ ~t~ 3~ iE• ~ )i• 1i• 3i• it• )i ~i~ i'r u ~
~i• )i• ~i• )i k ~i• ~ ~ ~E• 3E 3F ~)i ~i ~ i(~ # if ~F ~i• #'1E li• ~i ~i• ~t• ~ )t li u # A F.
10
~ . &:r.Tr::. ~''T'I'~k::T~ ~ v~c>i ~ ~7 ~vF~ d.,~ . ~ , HZ r., ..>a.:~. E~
A C>C>Fila',S'SI:'OK(-1NI:_ Wr1 99206
C' E:: R M :L 'T t.1,S I°' S l.l FT: R M A R, K l':J ~ .
PI..r-)'Y'„ 00i 84i•i F'i...AT NAMf:' i:)F'ln' a TQ. 1 -.354
T:{l..LI (."..K L..CI~'=- ' ;'l..ClNE" t:Cli•ii"t D'I: ~ "t'~E::... ~ F
r•1R L`-.:r../r•1~- 1= W:I:D TI•~-..' 1) F:F''7'{..I:. R~W:,.
14 i_. D G, S-• ! 1 D W I": I... I._ 1N C,
0 WN l=k"... T'1:r) Y M r•iN ' ,S WA r~ {rM(:Jl!,'I:: M r-'61R h'f::'T' ~ f''H 0 Vf:°~- 5 ()9 9 2 f~3 7 4 8 ii
,S'Ti'tE I::T-.. 1751 1-:5 d1F'P I...C::WF1'r r-, V l:° ~
r•1 X) n R E: ,S" ,S ~(-y R E i:": N r1(:; R f-. ,S' W r) 9 9 -i c:i ~
9
1 f.
( : t:lrr!J'~tt 'T' ~t A ~i fi~ F; i:: S' I° :I: f:: . 1.., I ~ ! N ~ ~f ~ .1 ~ ~ •t !•t - t> :.ri c~ •
1::{ t.l :I' I... D:I:~! `v f ~ 1' T:+ A C: K . f~' !z' f.a i~! T'.... (•3 f;~ i... F:. .T. I*~ :C t x F•{ '1' 1 :~i R F.. (1 R: N A .
:ri. .li~ )i• ~)i •k •)i •)i ii it u• ~t. .1t ~i. .~f. .K. ~t• ~i• k )i ~i ~f )c ~ii• •)i •li •li •)i• ~i• •ii~ ~i Fi' .r ~:.1~1 .~',NF't::+ Rt"t t-)T T(1 N •h, •Jk ~l~i •/7 ~1f• fl K at •)i }i• •li~ Ji~ fi ?t~ }i• ~'r )i• ~i~ ~hi ~i~:
.
1) I:° I::'Fa R"t' 111I:" NT W(; 0MME:: NTS* ' A i::' f` R ()v l'i L. C: 0 M M E N 'T' S
r.. ~ ..w ~ . ~
•r'{ U .1. i... I? .I. IV ty I-' F1 N' I't I::. .I. I•:' G.~ F:. f ~..1.1. I~ i:" I} . . ' .
1'0 f 1: I... C? :i: NEy C' N I°: R C', Y i::' i... Pi iV R f". 4' :I: F:' W R F:: l.J :f R F; Y) ~ .
.
B l.l :l: i... D '1' N E:r 9 f'' I*~ 1: N K I... E" I~ I*-. I> C':~ L_ X) tx I::' i... r.) N I:,: f° .
E1 f i f::: El :l: E" rl l.l J: I.:. D:I: N C; + 12 , 0 0 S Q F'T' `
t:: m I:11 f;` V:I: t : W i' I:6: T T: t:: A L. iyS r•1 'i' Fk1: A 1....31 ~ (1 I... I... Ce Cl M N ) ~
1;:, N l.Y 1 N f,'• R DF; AT NA(:Y I::. F'L A N R f:. Gl} i ~ . .......~i~:~"L:^!.(`~`~.. . r
x
i-i 1: Pi i... *r F-i D I: ,S 'r' a: N .r, R F: n S 1::: :c N i... 0T C 0 V r:: rZ A G i::: .
A i... 'r i.-i x> S, T F f:1 l:l t) 9 E:: R v T r.; c:: r; i::: V:r r:, w .
r**i... r~ N N :r iN e; 9:r. r*l*-: PLoN r~ i-. T t~ i~ i,:~ :r. r~t i ~ r_~ . .a
U TT i... :r, T:r. F:: 9 Wi :r. N r,R,1: ()R:c ~*Y r:: w f~: F< ARr:: n
F:i: R F:: I) T. ,S' '1' R 17 J: iR E F' I... W T f:i I:{ R l::: V I: ° W I:7 D .m
~ri~ ac ~u •x~ it l~ i~• ii• )i. ~ ,}i• rt~ ~i• ~i 3r ~i ~)i ~t- ~3i~ ~f ~lt• ~l ?h ~~1~ ~b'r )i )t• X:S ij .E I.,. r) r N ~a F' F;:. F M I. t ~~i• ~ii• yi ii ~i• ti •)i )i ib )i• )i• ri~ lt• k k• ii: H:• •i~• A. f:; f:1 N'1' R F^i C.: '1 t:l Fi 4- S 1••I F' F) t:l N,S' 'T I'; tJ t:' 'T' ;C Cl N l: N f;' F' H t:l NI:... ii 5 3 4 1at)
~ -
- P Cl iC40Xi 1954
~ Alii?RF::,S',S''- S'i~'f~l<A~lI:- Wo 99211 ~ , . . ~ , . . . . ~ .'c
~ NEW=. X : . RFM C) D E:;I...w: , FtDT):1:T .T.C)N= C:NA NC;E 0 F" •I..IS'F:;:::
I)Wl:::i...l... lJN I TS~:~: . . . 0 C C 1.1F' . 1...D~= ~Y:ci...D f"f F•IG T S T 0 R :I: i= ,S
I:t C) w X X) X S ('n F T M. . 6 9 f-I 1.:5 t:
FZ E Q I'(1RIt:CN G::: 3 49 A[•-1(aN 1}1:(::f-if='= 2 9 k:.W1=:Rw~ Y I•i YX)R AN`►:
- ~ Z? 1= .1 C: h a:F, T 1" 0 N R t:) l.l P - Y Y PE" 9 Q FT VA(... l.l A 'T' :I: C) N
,S'PFi 7: Nl<I...C=R Nf:lNE N C)N l::: 69-F357 69857. i)O
f.
,S"nRr ~.~w2 :i::I:Pq 69857 A:. ''"M1..'3 5 4 " A.. '4 0
I~r EM nE ,s c; rR T P'1' 10 N Q lJ A N T:r. Y 1". !1 M Cl I.1 N 1''
f.~ M M C:: Fi f: I Fl L_ _..V A L. iJ A TJ: ('l v Y 6 i ei,j. 5 ~ . .
:'L A N I"iE V:CE"W I*°1~~1'= • Y °.~i9ti'f3 n 4~:3
'.a Ft ~:1 C F1 L. i~i F:: F4 :I: F)I._. fz I.° br 7: F:: W ~ Y 1`5 f>
Y 4 A50
' T(~'r E ,'l9 J~'~C~1~•lr1f~~ (~1~: ~ V
CQ1.1N1'Y. S'~.i~~c:~h•I~11~1(:Y~~: Y ~'~f:34 a 4
a~ I~: ~I C 'I: i~t C~ F~: E:''~;' :I: l::: l~l ~~i • Y '.a i~~ ,10i?
f=' E:: R M 11. ..I' `t P I::: F.* ~7 f) ti l.J N 'T' r1 M t:) U N'T' F' A :1: Z; M 0 ~.l N 'T' 0 W'I' N f:
~ , ; / ^y '.i .r. ,.y . ,.y
1.. ,.f ~
~ . z~ :r. ~ a: ~ r.y F7 F,~ a: g ~i ,.a . *f 2
: - . .w.
~
. ~ ~
4 ~ _%)ti . 1 ~ ••y ,r
~ . ~ . i ~..yc~ ~ r. 7 A.. ~
„ ~
1~ . F'CiC)C I° a'S I~:J~ ~G{Y: WI:"NT~I:°I...J ~.Y1...~::11~::I:F~~
► c~. r~. 7• ~ ~-r• v\ r-, v. 1.1 C° ).1 T1 t~' 1 i" 1 111::, 1" r,
.
. •
i ~
S P U 1< A N E C O U N T Y
DEPARTMENT OF BUILDING AND SAFETY • A DIVISION OE "1'HE PUBLIC WORKS DEPARTMENT
J AMES L. MANSON, DIRECTOR DENNIS M. SCOTT. DIRECTOR
TO: Allan deLaubenfels, Planning Department
Scott Egger, Engineering Department
John Larson, Building and Safety
Bob McCann, Engineering Department
Tom Postlewait, Building and Safety
Daryl Way, Health District
Clyde Wisenor, Fire District No. 1 ' KEC~ V40. ~
~ FROM?'`~yI'homas L. Davis, Code Compliance coordinator., ~ 21'(99O
~~~Department of Building and Safety .
, ENs~~EER
Snnwn C"TY : March 20, 1990
DATE ~
RE: March 19, 1990 - Pre-Application Conference
East 13014 Sprague Avenue
Enclosed is your copy of the minutes to the referenced meeting.
Should you have any questions or need additional information,
pleases feel free to contact me.
TLD:rmd cc: Mr. Mark Aronson, Taylor Engineering
Mr. Tom Clark, Shea Construction
Mr. Ernest M. Hicks, Architect
Mr. Dan Schuell, Market Equipment
Mr. Randy Watts, Merrit Electric
Ms. Mabel Caine, Air Pollution
Mr. Dennis Scott, Public Works Director
W6ST 1303 BROADWAY • SE'OKANE.WASHWGTON 99260-0050 •(509) 456-3675
FAX (509) 456-4703
w . ► . , , ,
~ t .
ii~ ~
PRE-APPLIYATIYN VqNFYi1iFNYE
EAST 13014 SPRAGUE AVENUE
T IDYMANS
M.ARCH 19,, 1990
CALL TO ORDER: The tneeting was called to arder at approximately
10 : 45 a.m. by Building and Safety's Code Camplsance Coordinator Tom
Dauis t with the followYng in attendance.
PERMIT REVIEW FARTICIPJANTS:
Allan deLaubenfels, Planning Department
Rvbin Dorn,itrovich. Building and Safety
Scvtt Egger f Engineer's Department
Bcab McCann, Engineer's Department
Jcrhn Larson, Building and safety
Tom P05t1eWa1tr Building and Safety
Daryl W'ay, Health District
. C1yde W '15enDr, Fire District No. I
APPLICANTS;
Mark AronsonR Taylor Enqineering, W. 106 Mi~sion
Spokane, WA 99201 (509) 328-3371
Tam Clark, Shea Canstruction Inc., N. 331 Fanchier Ave
Spokane, WA 99211 (509) 534--1030
Ernest M. Hicks, Architect, 2424 5E Blvd
Spokane, WA 99223 (509) 534-6677
Dan Schue].1, Market Equipment Co.,N. 1114 Ruby
Spokane, WA 99203 (509) 325--4526
Randy Watts, Merit Electric, F. O. Box 3998
Spokane, wA 99220 (509) 535a3930
SCOPEf P3tt3JECT DEBCRI PTIQN:
li I. General Ovew = .
rvie Proposed is the construction of a 65,317
square foot Tidymans Grocery Store. The applicants would 1 ike to
begin construction the f~,rst part of May 1990 and have set a
, campletion date far on or befare November- 15f 1990, A demolitian
permit has k~een a~atained for the site and demalit%r~n of existir~c~
b-uildings has becjun.
Cvrnpliance with the State Environmental Po1icy Act was achieved in
conj unction with re zane ZE-8 0-85.
Q. - 1 T
,
, , . , , • _
• " , SUMMARY OF DEPARTMENTAL REQIIIREMENTS: `
I. Planning Department (456-2205)
A. Discussion/Requirements
l. Landscaping and parking requirements were given to
Mark Aronson of Taylor Engineering during the meeting.
2. There are 351 parking spaces shown on the site plan,
315 spaces are required for the proposed.
3. Landscaping is required to be installed along Sprague
Avenue and McDonald Road.
4. All parking stalls are required to be located within
60 feet of of a landscape feature consisting of 32 square
feet in area.
5. A minimum of 10% of the parking area is required to be
devoted to landscaping.
B. Permit Release Requirements
1. Please submit a landscape plan for review and
approval.
2. An estimate from a nursery including size, type and
quantity along with a promissory letter from the owner
stating the landscaping will be installed shall be
submitted.
II. Engineering Department (456-3600)
A. Discussion/Requirement
1. Comments were given to the applicant and Building and
Safety by Scott Egger.
2. The proposed must comply with all conditions of Zone
Change ZE-80-85.
3. Approach permits must be obtained for driveway
approaches along Sprague Avenue and McDonald Road.
4. A drainage plan has been submitted. The- review will
commence upon receipt of the Agreement to Pay Fees.
- 2 -
~ , ,
. •
. , •
' S. An agreement to Pay Fees was given to the applicant
during the meeting. The Agreement is to be signed by the
owner and returned to the Engineering Department. Plan
review will not be completed until this document is
executed.
5. Please contact Sherm Johnson at the Engineering
Department for any questions you may have regarding right
of way dedication.
B. Permit Release Requirements
1. An RID/CRP Agreement on McDonald Road needs to be
recorded. Please submit a copy of a recorded property
deed for the subject property so that an agreement can be
prepared.
2. Approval of the stormwater drainage plan.
III. Health District (456-6040)
A. Discussion/Requirements
1. All construction and demolition debris is to be taken
to a licensed landfill. Presently the demolition debris
is being taken to Chester Landfill, Daryl Way stated he
would check to see if the landfill is licensed.
2. Please submit a complete set of plans and
specifications including equipment and room finished
schedules.
3. The proposed will be connected to sewer.
B. Permit Release Requirements
1. Please submit a complete set of plans as described
above for review and approval.
IV. Fire District No. 1(928-2462)
A. Discussion/Requirements
l. A letter was given to the applicant and Building and
Safety by Clyde Wisenor.
2. Fire flow for the proposed is 3000 g.p.m.
- 3 -
I
. . . ; ~
• r i • ' ,
3. Two new fire hydrants are required for the proposed.
Fire hydrant locartions will be determined after the fire
district reviews the water plan suhmitted priar to the
meeting.
4. Fire departinent aannection shall be located in avault
at the narthwest corrter of the building.
5. Central monitoring will be required for the sprinkler
systent.
6. The grvgvsed will be open 24 haurs a day therefare a
loclc (Knox) bax cantaining access keys for fire personnel
may nat be required.
7. The Hinch water line that feeds from McDonald Road to
the bvwling alley is not ta be abandoned until th+e water
supply for Tidyrnans is operational.
V. Builtiing and Safety (456-3675)
A. Discussion/Requiarements
1. Plan review has been completed and a letter was given
to the applicant Y7y Tom Postlewait.
2. Plan review was based on a Type IzI-N Constructian,
the applicant stated the proposed will be of Type II-N
Canstruction.
3, The propased rnust meet the rninirnum requirements vf the
Regulations for Barrier--Free Facil ities .
4. Please subrnit an updated critical materials listing ta
Build,ing and Safety for review.
5. Cross connection devices shall be installed on
equipment which rnay cause pollutian of domestic water
supply.
6. The mechanical ventilation systern shall be capable of
supplying a minimum af 5 cubic feet per minute of outside
.
air.
7. Floor drains shall be reviewed by the Department of
- Ecology and the Spokane County Health Department.
8. Please contact J im Legat (456-3 5 0 4) o f the Cotznty
Utilities Department for requlations on disposal of phota
lab waste.
_ 4
I
: ~ . ► . - ,
c , }
, . , ' .
B. Permit Release Requirements
1. Two complete revised sets of plans addressing the
items discussed during and after the meeting and other
items from the plan review letter needs to be submitted
for review and approval.
COUNTY ACTION
1. It was agreed upon by all departments present that a
Pre-Construction Conference would not be necessary for the proposed.
APPLICANTIS COMMENTS/ACRNOWLEDGEMENT:
The applicant acknowledged that all comments/requirements were
understood and had no further questions at this time regarding
permit requirements.
CORRECTION3:
To minutes or changes from what appears in the minutes, we should be
notified within one day of your receipt of these minutes.
To site plans as required by any or all of the above-listed
departments shall be submitted to Building and Safety who will then
distribute accordingly to those departments.
ADJOURNMENT: There being no further business, Tom Davis thanked the
applicant and the departments for their participation and reminded
all that he should be contacted if there are any unforeseen problems
which may arise.
The meeting was adjourned at approximately 11:25 a.m.
Copies of Minutes to: All participants
File - East 13014 Sprague Avenue
Tidymans
NOTE TO APPLICANT: Some time ago the County recognized the need to
streamline the building permit system and accordingly initiated
these Pre-Construction Conferences. Comments so far would indicate
these conferences are successful and do enhance the permit system.
As a recent participant, we would appreciate any comments you might
have to further improve the process or, should you have any
questions or concerns regarding your conference, please contact
either Jim Manson, Building and Safety Director, at 456-3675 or
Dennis Scott, Public Works Director, at 456-3600. _
Sincerely,
James L. Manson, Director
I
. ` • _ , . l~"" ~ O►
~ • ~ • '
. •~~~1~~
D.!S~`A ~L'~'~l~l ``-,r~'; ~t~~~
PUBLIC WORKS DEPARTMENT
OFFICE OF .
7. COUNTY ENGINEER
.~•-L~f ~~,2•~~,. RONALD C. HORMANN, P.E.
COUNTY ENGINEER
.:TN. 0
' . . . - , SPOKANE, WASHINGTON 99260-0170
.L.'r.•:.''• ♦ . .x.~
,.ocrc- --r• - ~
SPOKwMC COthTY COYRT NOVSC p' ..1 h , j~t•, "
~ ~.3 rC::o ~ L' I
AGREEMENT TO PAY FEES
2 0
Agreement Number I ~''(~~4rh'- ~f~~.{t~ r. EC^, i0••s.V• ! , aLa.G':.-•;.. .
This agreement between Spokane County and Tidvman's Warehouse Fpods
whose interest in the project is the Qwr er
, is entered into
this 20th , day of _.Wrch , 19 90 . This agreement is
applicable to the project known as:
Tidyman's Warehouse FoQds. SpraguP a_McDonald, Snokane, Washington .
That the individuals and parties named herein as having an
interest in the above described property or project agree to the
following: ' 1. Reimburse Spokane County for•project review and inspection
fees as specified in Board of County Commissioner's
Resolution 80-1592 attachment C, as amended. The fees will
be based on actual salary costs incurred by Spokane County
for project reviews and / or inspections plus a ten percent
administrative charge, and will be billed monthly as
accrued.
2. The undersigned agrees that these fees are due and payable
upon rece,ipt_of the billing as specified above. The
monthly billing should be sent to*the 'attent1*on of : Mr. Jerr,y Streeter. Store Developrnent
Tid,yman's Warehouse Foods E. 17515 Applewa,y
Greenacres. WA 99016
I understand that failure to pay these fees may result in delay in completion or approval of the project or other possible
sanctions. .
. By
~
. •
Public Works Building / North 811 Jefferson Street / Spokane, Washington 99260-0170 (509) 456-3600
• ` _ • ,
OFFICk OF THE GOIJNTY EMGINEEfi
SF'L7KANE= CpUNTY, 41ASHStdGTpN
f='rojer_t: Tidyman' s_________ Ciate March 19, 1990
Addreas: E. 1304 SQrapue
F'arcel No: ?2542 - 0109.
~ ~ kef hlo. h90025
TI-,e County Engineering IiQpartment i-ias comp.lPted a review of ti-ie
above referenc:FCl praject. Trie falluwi.ng informati.on must be provi.clecl
in order for us to p•ror_Pe(i witl-i oLtr rPviPw.
A) The suGject praperty i.s affected by the "Fi.nclings and Urder"
and the "Condition5 of Approval" for the following land uae a.ction:
1. Spok ane Gounty 7_one CFiange No. 7_E--80-85
Bi The fol.lowing improvements within adjacent f.iyhi: of Way are
reyui.red pri.ar tcy the release af a bui.ldinq permit:
1.Right af Way dPdic:ation
2. F'lease Siibmi.t a copy of a rer.ordecl property deed fc,r
the subject property. (Jpon r?c:cipt of ti-iP deed our staff wi11 prepare
tt-je r-i.ght af way cleed and/or thH F;ID/CFF' agreement.
3. Approar_h per(nits must be abtained from the County
Engineeri.ng Iiepartment for ciriveway approaches to the fc,ll.nwing
streets:
7. SpragLie Ave.
b. Mr_donald Rd.
C:) We arp i.n receipt af yUUr detai.l.ed drainage plan. We will
complete the review of the drainage pZan as soon as we receive the
"Agreement to F'ay Fees" as notect bel.ow.
P) 7fiP owner of the Property or the authorized reQresentative
must complete and siqn Spak.ane_ County EUineer5 "Aqreement to F'aY
Fees". This dacument musi; rPt«rned to the Couni:y Engineers Office._
F'lan review wi].1 nat be r.ompleted until this document i.s e>:ecuted.
This dOc«ment is attached to these r_ommen+s. F'leasp returii tl-ie
compl.pted_Agreement to yourcont7ct person at thP Enqineers
ZLi!-partrnent p
Your contar.t person at thN COunty Engin~.~eri.ng I:iepartment may be
contar_ted by calling 456-3600. Ynur contact persran is Gary Nelson.
` .
. .
. ' ~~i~•.
1- r ~ • ~ l ~ . , v
s , : ,`C i~ ~ (it.~~•~.~~.. ! d.
PUBLIC WORKS DEPARTMENT \
~ 4 • ~ '
~,tyy , ~ OFFICE OF
{'7+•, ~
~ ~r' •K ~'j COUNTY ENGINEER
o ~s
.~;.~3~:~,.~~~y -''i r''=i~ i.'~:.~`';:'~•. RONALD C. HORMANN, P.E.
: ..;;~/~~.:,3~41 f,l^~Y,: t•~,; COUNTY ENGINEER
. - • ' SPOKANE, WASHINGTON 99260-0170
oMA,:. . . _ , s~
April 10, 1990
1'~a el 106'~5~. ~ - ~
Jerry Streeter
Store Development
c/o Tidyman's Warehouse Foods
East 17515 Appleway
Greenacres, WA 99016
Dear Mr. Streeter: RE: Tidyman's Proposed Site
Sprague and McDonald
Pursuant to meetings held at the Spokane County Engineers Office the weeks of
March 26/April 2, 1990, we are pleased to make the following offer ior the
Milwaukee right of way at the South edge of the Tidyman's property at East 13014
Sprague Avenue.
CONDITIONS
1. Spokane County will eliminate one (1) of Tidyman's rows of
landscaping lying North of building which will give Tidyman`s
additional parking equal to approximately two dollars (2.00) per
square foot.
2. Tidyman's approves- Spokane County will eliminate all "208" swales in
acquisition area.
3, Spokane County wi11 pay f or additional drywells due to deletion of
pond.
4. Spokane County will eliminate the requirement for a twenCy (20) foot
width landscape buffer along the Milwaukee right of way. Spokane
County has calculated the cost of landscaping ro be approximately
$2.00 per square foot.
5. Elimination of Spokane County requirement to shift building five (S)
feet North.
6. Tidyman's approves 6. Spokane County will pay all costs associated
with relocating the pressure storm drain line on the West side of
Tidyman's property and Tidyman's will grant a new easement.
Public Works Building / North 811 Jefferson Street / Spokane, Washington 99260-0170 (509) 456-3600
/ • • .
Page 2
.
7. For the above considerations which equals 2.50 square feet for 8,979
square feet, plus or minus, Spokane County will pay Tidyman's $2.00
per square foot additional for the Mi.lwaukee right of way property as
described in the referenced meeting.
TIDYMAN'S LETTER APRIL 10, 1990
A. See number 7 above.
B. Spokane County agrees. C. Spokane County will install a screening fence alo ng Tidyman's new
South property line.
D. Is not consistent with agreement reached in Number 6.
E. Spokane County agrees.
F. Spokane County agrees with "F", however, Tidyman's would bond
deferred landscaping.
NOTE: If Union Oil Site is purchased by Tidyman's; landscaping
consistent with approved T idyman's landscaping will be installed on
North and East property lines.
G. Spokane County agrees, even though zone change requires forty (40)
feet.
H. Needs further clarification with utility company.
If you agree with the conditions of sale noted above, please acknowledge your
acceptance by signing below and we will prepare the official sale documents.
Very truly yours,
ld C. Hormann, P.E.
~ .p County Engineer
~
~
Be t g ht
Right of Way Super ' or
ACCEPTED:
By Date , 19 .
Jerry Streeter, Store Development
Tidyman's Warehouse Foods
cc: Joe Ward
BH/jp
Joe Ward
Pinnacle Realty
West 915 Second Avenue
SnnkanP_ WA 99204
~ R . .
.
i.'.3 /"Yi 'j ~ S` ~ :i , ~ ~ t 1c/
, , ~ _l. ~ ~,t ~ I _ ~ ~J C~~~
PUBLIC WORKS DEPARTMENT ~
A-k t ~ OFFICE OF
CO NT
U Y E N G I N E E R
ni r~ J
RONALD C. HORMANN, P.E.
4 , ; ~ 1~'~ -~'~:;ah =-~;^a;~.--~:'•' COUNTY ENGINEER
r ~3,.,,~ ~~,~';~1::! f~ ~s •
' ' . = - - - SPOKANE, WASHINGTON 99260-0170
SPOKANC COL'h7Y CCURT HOUSE
April 9, 1990
Jerry Streeter
Store Development
c/o Tidyman's Warehouse Foods
East 17515 Appleway
Greenacres, WA 99016
Dear Mr. Streeter: RE: Tidyman's Proposed Site
Sprague and McDonald
Pursuant to meetings held at the Spokane County Engineers Office the weeks of
March 26/April 2, 1990, we are pleased to make the f ollowing offer for the
Milwaukee right of way at the South edge of the Tidyman's property at East 13014
Sprague Avenue.
CONDITIONS
1. Spokane County wi11 allow Tidpman's to eliminate one (1) row of
parking on the North side of the future building.
2. Spokane County will eliminate the requirement for disposing roof
runoff into grassy "208" swales and allow Tidyman's to route the roof
runoff directly into drywells if an approved roof is installed. This
will eliminate the "208" ponds located at the Southern edge of
Tidyman's property.
3. Spokane County will pay the cost of installing the additional
drywells required due to the deletion of the "208" ponds at the
Southern edge of the property.
4. Spokane County will reduce the requirement for the landscape buffer
along the Milwaukee right of way from a twenty (20) foot width to a
f ive (5) foot width. Spokane County has calculated the cost of
landscaping to be approximately $2.00 per square foot.
5. Tidyman's will shift the future building five (5) feet to the North
to provide room for the five (5) foot landscape strip noted above.
Public Works Building / North 811 Jefferson Street / Spokane, Washington 99260-0170 (509) 456-3600
~ . • .
\
Page 2
6. Spokane County will pay all costs associated with relocating the
pressure storm drain line on the West side of Tidyman's property.
7. Spokane County will pay Tidyman's $2.00 per square foot for the
Milwaukee right of way property as described in the referenced
meeting.
If you agree with the conditions of sale noted above, please acknowledge your
acceptance by signing below and we will prepare the official sale documents.
Very truly yours,
Ronald C. Hormann, P.E.
Spokane County Engineer
Bert Haight
Right of Way Supervisor
ACCEPTED:
By Date , 19 .
Jerry Streeter, Store Development
Tidyman's Warehouse Foods
cc: Joe Ward
BH/JP
' M
r . . . , . . A.I
~ ' • , 1 ♦ '
1
SPOKANE COUNTY ENGINEERING DEPARTMENT
Spokane County, Washington
Drainage Easement Construction Agreement
IN THE MATTER OF Sprague Avenue, CRP 2229, Esther Gould, Grantor(s) of documents
.Cor easement in Spokane County, Washington.
Documents for a easement for Public Works purposes over property described in said
documents have been delivered to Sherman Johnson, Right of Way Agent, as escrow
agent, with instructions to deliver said documents to the County Engineers
Department. T.n consideration of the foregoing and other considerations hereinafter set forth,
it is mutually agreed by the parties hereto as follows:
l. All work performed under this agreement shall conform to all applicable laws,
ordinances, and regulations relating to such work, and shall be done in a good
and workmanlike manner.
2. All structures, improvements, or other facilities when removed and relocated or
reconstructed by the Department, its Contractors, and/or Assigns shall be left
in as good a condition as found. .
3. No work, improvements, alteration, or maintenance by the Department, its
Contractors and/or Assigns, will be performed other than that provided for in
this agreement.
4. In full, complete, and final payment and settlement for the interest conveyed
or granted Spokane County, its Agents and Assigns agree to the following:
5. Pay Grantor for a 10 foot wide permanent drainage easement about 325.00 feet in
length along the west line of the Grantors property.
6. Spokane County, within the regulations of the existing county ordinances, will
allow the Grantors to install certain improvements on the ground surface within
the easement area. These improvements may consist of asphalt paving, curb cuts
and installation of lighting standards. Any excavation within the easement
area for the installa.tion of light standards will be allowed as long as the
drainage pipe is not damaged or the light standards would not interfere with
future maintenance of the drainage pipe.
Any improvements installed by the Grantors within the easement area must
conform to current building code and traffic safety regulations in effect at
the time of the installation of said improvements.
7. Spokane County will allow development of the Grantors property to abut the
easement boundari-Es, so long as said development does not conflict with
existing or revised county ordinance regulations at the time of said
development with regards to any property line set back requirements imposed as
a condition of the development. Total Cash Settlement: $3,250.00
Distribution of Compensation: Payable within 30 days after recording all.pertinent
documents. .
The Grantor(s) hereby agrees to allow Spokane County, its Agents, and;or _Assigns
permission to perform work outside the easement as necessary to perform 1nA!.of -%.he
aforementioned items. .
The parties have here set out the whole of their agreement. The perforinanceof
this agreement constitutes the entire consideraCion for the grant of said
drainage easement and shall relieve the Department of further obligations 'or
claims resulting from planning and construction of the proposed project.
IN WITNESS WHEREOF, I have hereunto set my hand and seal this - y~Q~~' day of -
1986.
Esther Gould f
J~
~ , • ♦ r ~ ' ,
~ APPROV
Date 19~~P .
Spokanei County Engineer ~
STATE OF WASHINGTON )
COUNTY OF K I n&- ) s s
On this day personally appeared before me Esther Gould, personally known ta me to
be the individual(s) who executed the forgoing instrument and acknowledged'rhz said
instrument to be the free and voluntary act and deed of said indiviuual(tij,--.for
the uses and purposes therein mentioned.
- ~
Given under my hand and seal this y} ~ "'day of JU nQ , 1986. . _ -
Notary Public In and for the State of Washington,
residing at AVbu,e/1, Washington.
.
CRP# 2229
Y
. , • , ' •
. ` p /,W i / 1 / 8 5 ' • ' , Sgrague Ave..
~EA$EKNT . , ' FOR STORM DRAINAGE FACILITY Y
THE GRANTOR(S) Esther Gould of the County of Spokane, State of Washington, for and in consideration of One Dollar
,
($1.00) to them in hand paid, and receipt of which is hereby acknowledged grants to :
Spokane County, a politicial subdivision of the State of Washington, an EASEMENT over,
under, upon, and across the hereinafter described lands situated in the County of
Spokane, State of Washinqton:
That portion of the South 320.17 feet of Tract 161 of OPPORTUNITY,
as per plat thereof recorded in Volume "K" of Plats, Page 20, records of Spokane County, Washington State, lying 5 feet on each
side of the following described line:
BEGINNING at a point 155 feet east of the west line and
320.35 feet south of the north line of said Tract 161; ,
thence southwesterly in a straight line and terminating at
a point on the south line of said Tract, 110 feet east of
said west line.
The EASEMENT granted to Spokane County and i ts authori zed,; aqents i s for,'the"•soTe.:--.,.'.,; .
purpose of i nstal l i ng, operati ng, mai ntai ni ng, repai ri ng,--and-al l othef":usbs=;o~ 'pur~--*
_
. • r
poses whi ch are or may 6e re1 ated to a drai nage system. It i s express7y___,undel1's#od -
and agreed that Spo kane County and/or i ts autPiori zed agent sha11 have
i ngress to and egress from the property descri bed hereinabove for the 'purpQse'of~- 1.-=.
i nstal 1 i ng, operati ng, mai ntai ni ng, repai ri ng, and al l'other uses or purposes-_*.wiirch-
are or may be rel ated to, a dra i nage system. Spokane County or i ts dul,v author.ized ,
agents at all times hereinafter, at their own cost and expense may remove a11 crops,
brush, grass, or trees that may interfere with the instal1ation, operation, main- .
.
tenance, repair and all other uses or purposes which are or may be related to Oe
storm drainage system. It is reserved to the GRANTOR(S) his heirs and assigns, the
right to use the above described land at any time, in any manner, and for any pur-
pose not inconsistent with the full use and enjoyment of the GRANTEE.
The GRANTOR(S) hereby releases Spokane County, and all its officers, employees and
agents from any responsibility or liability for any damage whatsoever to the herein-
~
above described lands and adjacent lands as a result of the instal1ation,*operation,
maintenance, repair and all other uses or purposes which are or may be related to
the storm drainage facility and EASEMENT.
The EASEMENT described hereinabove is to and shall run with the land.
1
I° P
, l •
7 ' ~ ~ . , , , ♦ •
IN WITNESS WHEREOF, have hereunto set d-mhand' thi's /'~day of ~
~ e
19 ~ .
Q /
. . . .
X
STATE OF WASHINGTON ) . - COUNTY OF ~ ss :
- .
On this day of U 19 gLt.,. , before me personally appeared
S+
(Tr~ L ~ ) . known to me to be the individual(s) who executed the foregoing instrument and acknow- ledged the said instrument to be the free and voluntary act and deed of said individual(s), for the uses and purposes herein mentioned. :
•
IN WITNESS WHEREOF, I have hereunto set my hand and affixed my official seal -:tKe~-,c.+a-y-apd
year fi rst above wri tten.
• , '
C17'Y~ • rf : :
Notary Publ ic, In and fothe-.~~at~.
,
of Washinqton, residing
• r •
. ~ . • - . . J _ J . .
.
. ~ ~
/yl ~
~
P-
11
. n t 1 t' :t i'
f ~
1 ti
~
Y
S ~
~ ,/V
/~V
. _
~
t
I
` I
j ~ - -
~
c
v
~
~
tt ~ ~
, \
r ,
. ' . ~ ~ I
i
f• . _ ~ v~-.~, '
~ . ~ ,
~
~
~ ~ ' .
~ ~ Q ~
~ , ~ ~ ~ ~
i
' J
;
~ ~
~ ' _ ' ~ !
~ ~
c.''~
✓ r ~ ~
~
. ~
I ;
G
~
~i
,
~
~
~
~I
r
~ ~
V ~
~ ,IM
r
6
i
~
I
M
i~
. ~ I
I ~
0
w-
~
, ' , ~ , • ~
. l
r[ .
Ber~
, fe►~
GA~ .
&/V < <
e ~
~ 's b tD
~
~
,
~
~
' •
,
I
~
~ n ,,,ji,
C
. ~
f
„
r '
,
~
~ - d' ' • ~ -
/ , ~ ~ P' G•- ~ , ~ >
( \ 4 _ ,
~ C t
R ^ ~
1 „ ~ J f ! { J ~Y
• _ ~ ~ ~
. ~ ._y
i I
_ 1 ^
~J--'' - -
~ c
eo)
7 ~ . % •t'~ ~'~'y '~r~, ' ~ ~
~ t l ( , ~ ~
r
t f J
~i 1 \
~ A { ~ •/y/ , ~ •
Y ✓ y ~ ~ ~ ~ V
6 y. ~ / • ~ t/ ~ i ~ .
~ '-~4 ✓ ~ X " ` , y ~ S
`y
(
t ` ,
.
r
pMS,,i 1
~ Q~vIt-~
.
~zg
. ~
9~~ z
_ 777
.
~ ° • .
. ~
Valley Transit Center
Miluaukee Right of aay Landscaping CostS.
~ ~ unit ~ unit ~ TDTAL
ITEM ~ QUANT,(TY 1 cost,1988 ~ cost ► COST
LANDSCAPING
DV ~ 12 $35.00 $38.50 $462.00 GF ~ 102 $15.00 $16.50 $1,683.00 ~
6P* ~ 31 $15.00 $16.50 $511.50
`
KT ~ 3 f260.00 $286.00 $858.00
- ~ ~
MJ* ZO $32.50 $35.75 $715.00 MP ~ 34 $32.50 $35.75 f1,215.50
~ ,
DG ~ 6 $27.50 $30.25 3181.50 R6 ~ 10 $55.00 $60.50 f605.40 ~
SC ~ 8 $275.00 $302.50 $2,420.00
'
SS ~ 23 $115.00 $126.50 $2,909.50
,
TJ ~ 94 $5.00 $5.50 $517.00
CP ~ 108 $22.50 $24.75 f2,613.00
BJ ~ 95 $25.00 $27.50 f2,512.50
EOGIN6 1 1230 $1.50 $1.65 $2,029.50
BARK ; 90 $20.00 $22.00 $800.00
SOIL ~ 40 $12.00 $13.20 $528.00
SOD ~ 14160 $0.00 f0.50 $1,080.00
LANDSCAPIN6 SUBTOTAL: $271881.00
IRRI6ATION
NEADS ~ 190 $35,00 $38.50 f11,165.00
CNTRL VLV ~ 6 $150.00 $165.00 $990.00
CONDUIT ~ 1200 f3.25 $3.58 f4,290.00
IRRIGATION TOTAL: $16,445.00
TOTAL COST: $44,326.00
GOST PER Sf °LANOSCAPE AREp': $4.34
COST PER 5F 'SDD': f1.66 °
COST PER Sf 'TQTAL AREA': $1.95 COST PER LF °FRONTA6EO $69.26
I
" ~ 22542-0112, 0109 and 0110
~ RECEI`dE ct
FILED OR REC iDED
REQUESTOF ~
9 9060149
SFP 6 10 ss AM `90
voL.113bPAGE 945
W(LLIAM E. DGNAHUE
AUOlTOR SPOKLtNE, COUNTY, WASH.
sr~:•'~":''SON SPOKANE COUNTY ENGINEERING DEPARTMENT
Spokane County, Washington
STORM DRAINAGE EASEMENT
The GRANTOR WAREHOUSE INDUSTRIES, INCORPORATED of the County of Spokane, State of
Washington, for and in consideration of Mutual Benefits, the receipt of which is
hereby acknowledged, grants to Spokane County, a political subdivision of the State
of Washington, a permanent easement and right of way including the perpetual right
to enter upon the real estate hereinafter described at any time in the event of an
emergency and with proper notice to the GRANTOR in the event of a non-emergency to
construct, maintain and repair underground pipeline and/or mains for the purpose of
conveying storm water, together with the right to excavate and/or refill ditches
and/or trenches containing said pipeline and/or mains.
All work performed by Spokane County and/or their assigns involving the above
mentioned easement, pipeline and/or mains, shall conform to all applicable laws,
ordinances, and regulations relating to such work, and shall be done in a good and
' workmanlike manner. All surface improvements removed for excavation will be
replaced with like materials and tapered to match the existing ground cover.
The GRANTOR agrees not to build over the easement area or substantially improve the
ground cover, except for landscaping, asphalt or concrete improvements for parking
facilities.
> .
The land affected by the grant of this easement and right of way is located in
Spokane County, State of Washington and is more particularly described as follows:
A strip of land 10 feet in width, the centerline of which is described as
f ol lows : •-Commencing at the Northwest corner of Tract 161 of OPPORTUNITY, as per
plat thereof recorded i.n Volume pK" of Plats,'" Pa'ge 20k thence
N.89035'40"E., along the North line of said Tract 16,1; a Ance of
184.20 feet to the True Point of Be innin • thenc' ~ -f''i,"
g g, Q , S.O~'a 4~ , 50 W. , a
distance of 305.43 feet; thence S.01032153"E., a distance,'„of....4'3r35'~.44 feet
to the South line of said Tract 161 and the terminus of this.., easem~nt,.
~ ~ .
µh, •
Situate in Section 22, Township 25 North, Range 44 East, W.M.
The GRANTOR reserves the right to relocate the drainage facility at their own
expense, and agrees to provide SPOKANE COUNTY an easement for the new location of
the facility. The GRANTOR agrees to notify SPOKANE COUNTY prior to any change in
the drainage facility and to have the plans reviewed and approved by SPOKANE COUNTY
prior to any relocation of the drainage facility.
The easement herein conveyed shall be binding upon and inured to the benefit of the
parties hereto, their successors, heirs, legal representatives and/or assigns,
subject only to the grant herein made the possession and use of said premises shall
remain in the GRANTOR.
IN WITNESS WHEREOF, said corporation has caused this instrument to be executed by
its proper officers and its corporate seal to be hereunto affixed this day .
of 1990.
By , n -
E. Excise Tax Exampt Pr i t
Da1e ~ ~ L9~v By J •
5~~~ Couny ~ru% . Secretary
~v`~~
r
.
f
. . YOI, 1~.~~PAGE 946
STATE OF WASHINGTON )
COUNTY OF SPOKANE ) SS
On this J6 _~hday of 1990, before me, the undersigned, a Notary
Public in and for the S~ate of Washington, duly commissioned and sworn personally
appeared J~1O• US4 o r? to me known to be the PRESIDENT
and to me known to be the SECRETARY,
respectively, of Warehouse Industries, Incorporated the Corporation that executed
the foregoing instrument, and acknowledged the said instrument to be the free and
voluntary act and deed of said Corporation, for the uses and purposes therein
mentioned, and on oath stated that authorized to execute the said
instrument.
IN WITNESS WHEREOF, I have hereunto set my hand and affixed my -official seal, the
day and year first above written.
r
~i
~.n~~~. ~
No't y Public ~
In and f or the State of Washington,
r siding at Spokane, Washington.
sdeware/forms/sherm
~ *ETRON
~ SMtIyw
tc~' O•. ~I
i~~ • ti• ~
i • ~
•Q .
•~~'r~~'~R E S';
~OTRR~
,
~947J
~ ;
i • ~
`
/ -t-S
t r
~6V7J-
f
"J fI 1
W/ -
~
r
~
/
♦ ~ '
• ' 7
~
March 26, 1990
J C o ' , ` _ I ~
4
i
Mr. Jerry Streeter ~Tas 3 r
Tidyman's Warehouse Foods
East 17515 Appleway
Greenacres, Washington 99016
Re: Tidyman's Warehouse Foods
E. 13014 Sprague & McDonald
Spokane, Washington
, Dear Jerry,
Pursuant to your request, I am writing to inform you of our budget
estimate for the relocation of the existing 8 inch pressure drain
line located along the west property line of the above referenced
project. I have consulted with Mountain Crest Enterprises, a
professional utility contractor, and we have determined that three
options exist.
Option #1: Expose and lower the south 360 LF of line as indicated
on Taylor Engineer's drawings utilizing the existing pipe. This
cost would be $7,080.
Option #2: Expose and remove existing piping and install new
piping for the same south 360 LF. This cost would be $8,590.
Option #3: Exit the existing pump station and head west to the
existing 10 foot storm easement and install entire new pressure
line approximately 680 LF and repair asphalt which would be
damaged. This cost would be $25,285.
We hope this information will assist you in finalization of your
plans with Taylor Engineering. We will look forward to your
direction concerning this utility work.
Sincerely,
Thomas W. Clark, Vice President
cmh
pc: Mark Aronson, Taylor Engineering
File
✓ . OFFlCE OF
BOARD OF COUNTY COMMISSIONERS „ MR JERRY STREETER Date Avril 30, 1990
TIDYMAN'S WAREHOUSE FOODS
.PPLEWAY .
E 1757.5 A
GREENACRES, WA 99016 To SPOKANE COU NTY ,
Make check payable to County Treasurer, and mail to:
Co. Rd. E.R.& R.
ENGINEER `S OFFICE
NORTH 811 JEFFERSON '
SPOKANE, WASHINGTON 144.89 Fund
99260
Plan review and approval
For: Sprague & McDonald
per agreement B90025 144 89
r
Date Pald
Englneer's Recelpt No. Treasurer`s Recelpt No.
No: 0320
xm 344 C
. . ~ - - - . . . . . . . - - _ „ - , - „ - - , - - -
i , . . , . . ~~t•-7~.~.~+1~5..:. s.. ,l~~1 , _ - . ..WW+^+ i. ' . a: - :.ar.ad - 3.qiv.n_
. ~ ' .
~
M
/
a ~
/
/
May 30, 1990
~
~
~
~
Engineer's Office ~
ER
S okane Count
p y CONSTRUCTION, INC. N. 811 Jef f erson WASH.REG.NO.SH-EA-CIit14SPF
Spokane, WA 9 9 2 6 0 FAX #(509) 534-9735 ~
TEL # [5091 534-1 030 ~
Re: Invoice No. 0320 ~
Tidyman's Warehouse Foods ~
Sprague and McDonald ~
4
, Spokane, WA ~
~
Gentlemen: $
~
Shea Construction, Inc., received a copy of the enclosed invoice ~
no. 0320 from the building owner, Mr. Jerry Streeter, Tidyman's
Warehouse Foods. We are confused as to the origin of the bill. ~
Shea Construction, Inc., understood that all permit fees for this -
project had been paid as evidenced by our commencement of ~
construction on same. i
. ~
We would ask that you review the enclosed invoice and contact me ~
`with your clarifications. Should payment be required, it will be ~
. Shea Construction, Inc.'s responsibility. ~ .
~
Sincerely, ~
SHEA CONSTRUCTION, INC. ~
~
fi
;
Thomas W. Clark, `Proj ect Manager
Y
J
■
, ch ~
~
x
cc: Jerry Streeter, Tidyman's ~
Accounting Department IwOK .
Corres to County D ~
Q ` ry ~9, ~C6J; ~c
~ pmm~ ' 7 w ~ggemmom A y ~N
~4 ■ ~~'~C`~~,; , ~9~~.' ";.C t I ~I _ 1
• ~ ~ ~ - - . - 7 _ "~d _ ~ . . . _ . . ~ ~a • - ,.C~'~ ~..1?. -T-: c' - r .
• , . . . ~ „ „ . ' a ~ ~P , ~ . ~ . ' pr, - ~~'Y.~s-~ • ' . ~ ~.a.-^. ~:^~.:-+a., ~tA j'C„ . . . , , . . . . . . • - ' ~ ' C-,..~.'r . t'~ ~ . ~ ~ . • . . ~ . , , . ' ~ , ~ , , . . : . , ~ ,.~R: ,v j'~,. ~ i' , ~ ~ 4~~M:~ .l1~: 5' ~ilr. ~ J .M! • . ~ +l~ . ~~'~y~,~'~rt~::~2>~1~+1~t'r•~. -
. ~ ~ ~ . . ' . ' . . , " , . • ~ _~r~; • . „ . . . . %r' ,~;w'c: :t~ '~li. , :'f"',~'~e,T, 1~.; i ~ . f. • • y _ , . ~ ~ ~ 'J~~l . . ~ ' . . . . . . f~3;~ ' • S .l••~i i~Z 1, :~+~~K ~ • . ' . 1 , ' . ' . , ' ~ . ~ ' ~ ' ~Yt~~L~Y..,~.~+~ 1~ ~ ~Y~~K• '•/~~~,•.1~-e "h } ~.r'~~
• ~ ~ . . . • a ~ , . ~i• 'a;t;~'~'~'•,5t~:,u.•~q; ~ ' ' _ ~ • ' , ~ , . _ , ~~:.A . . . ~ ' , ~ . _ ~ - • r~r~. 'ti:' ' ~ i,++~~ r. , ~ . . :r . . . ~ ~ . . o t ~ ~r V ~ . + i~'~-,yS:~.."'.~t~~H~ K t~ ~ fi 4 ~~.~.a ~1~4i.'j • • ~ • , • ~Z~'• R ~ '~-y ~ ~.~~,i ► '~"~t ~~~Ce~~►~~~~ e' ~ ~L~~
' • . ' ' . . . " • . . • . . . ,4 ..~V' r. ..~t~ ` ' ' ~ , ~.~"it~.~.~'J~.+~k`7.'~, _ +`d1~ . o. y' 4.rr• ~:hi;:;.'•E.,.. ~ . < , . . , ' ' . . . . . . ~ • ~ :1 , ' ' ; . • ' , ::1c~ti• ,f~ . . , , ' , _ , . . . , . . , _;y. ~e~ .l~ ~F°_11'.y~!;'~« - _
, ~ 'r3 ~ . . . . . - ~ ~ , ~ ~ a n~. . ~ ~ . ' ~ _ ' • ' . • . . , , A
. . . . . . . . , ~r, ~ ~ . ~ ~ .
. . , , . . r
~ ~ti
. . ~ . . . . _ . o . . . . . ;
_ . . , ~ . ~ . . ~-i~ , . . . . . . , . . , . . . . _ ~ ~ r~
. . , , . . . . . , . . ~a I ON ~T ~ . . . . , . . , , . ~ . . , , . . . ~ . - ~ . - . . , r ~ ',s~ , HE PLANT ~I . . . . , , . . . . . . ~ e :
ST AS A CON - . . ~ ~ . . , . ~ ~ . ~ . . _ ~ . ~:y. ~ PR VEN ~ ~ . . , ~ . . , . , ~ . -r~ : . . ~ - - , . . ~ . ~ ~ , , . . . . OVIDE At~ PLA . . . ~ ° . , . . . , . _ , . ~ v.~. NTS I ND . . . . . . . . • .
[ ICATED ON . _ _ . ~ ~ ~ . . ~ ~ ' ;REPANCY . . . . . ~ . . . .w~~,~.4: CXIST KEY "'i•' ~ • . . , ,.~.r. .,r. BETWE ~UA _ . . . . ~ ~ . E,~r r . NtI . . . . , . H TY ~ : t
E PLA CQ . • . . . ~~x ~ NT MMON . . ~ NA1~1E . _ . . . . ~ JRAWIN ~BO . . . , , ~r cs TAN . . . . _ _ . . . - SHA , . . I~ ~ , ~ . • - . , . . ~l , - AL N _ , . . TAKE ' r...~. . _ , . . . ~ a . . PRECEDENCE ~ . ~ " ~ ~ • - . . . . , • , ,,,t, c. . e.
~ 0 AN • . ~ ~ . . , . . TITIES . ; : r . ~ GIVEN , ~ , . - , , ~ ~MIN~ . - - . ~ . . ~ . , . oN r . SIZ W r. HE E ~ PLA SFrA C . .Y~ NT nE . ONDI ~ TRE TI ~ - iawN Es / F ON . -
~ON T ~ lOW , RE HE ER ~ . - MARK. . • DRAW [r~G S ~ ING ~ TP,E S . r - _ ES ~ . ~ ~ . ~ . CS . , , , . _ . .
1J•. C~ ' , • . ' . . . , • ~ . - PI ANTS IUMNAR SAR . , . . ~ . , . o _ , „--4: . . . . . , j~~ SHAII BE r _ GENT CH . . . . , . . . ~ . . . ~F ~ , t APPR FP ERRY . . . . . . , . . . . . y. OVE , ~PR . . ~t., , • ~ ~ D BY , . . 3 UNUS . ~ , a• . - - . ~ , . _F. , . THE . , , . , FIOW . SARGE v r , . ~ ~ 4 ~ o- 4., ~ Y
_ ~ . . _ ERING PEA NTII. C01_U 1. ,W~~~. ~ . , . . . . . , . . R~~~PYR MNARIS~~ , i, . . , _ x~:,~ ~~.t. ~ ~ti:.,a;~;~.. , ~ . N ui. ' ~~7 I ~ ~ , . . , . ~ iY, 3^ •'r'ff•: w .~+il.P,r~ L ca .2 , . ~ l _ERYA ~ ~ Z I~ ~ , • ~ . ~ c. . . ~ . NA ~ ~ CA . ; ~ . . HoN - R_~ . . . , . . ~ EY LOCU . _ SPIRE ) ~ . B&B - . . . .ry . .
. ~ ST . , , , . • , ~SfE . - ~ EDI iSIA TRI ' , . . 2 -2 , . ~ . . ~ . • • ~ . SPE c AEAN Z C I . • CIFICATION,, . , THOS SKY~ A-~ , B - ~ . , , , . - . . _rN „ . $B . . - ~ . E ) ~ ~ „ ~ . ~3
KT M 2 - . ~ ~ 3 i . . . . , . . Ca_. . Kars . . S . URpTR B&B BACKFI EE ~CER SP ~ Ll IN TRE ~L CIDIPHY „ ECIAL GR -..r ~
E AND L5 ILUM JAP OWTH FOR SHRUE L ONICUM _ ~ REq . . . ITTLE UIRED~~ . . XCAUATED . . , LEAF IIN . „ „ . . SO I L AS S DEN ( j I r , _ ~ . EE SPE ~ ~ c. 8 A ~ ~ l I A 1. ~ . C I F I .
CKFI . . COR 1~ . . S , , CATI LL. . ~ DAT 2 ~ . . . 4NS u . . . a . Ca_o . ~ ~ , . ~f~~ G~E . . . . _ ~ ~ RO,FUG ENSP I R ir . B&B ~ ~ ~ ~ ~ . . . EN ~H E ) „ . , , . ~ ~ . ERRY ~PRU ~ - ~ . . ' ~ID , ~ . NUS Z ~ ~ OVER . ~ SER I 2~, .
. . . . , . RU_q ~ , CA . ~ . ~ _ . . , . . . TA SH I - ~ ~ ~ . ~ . . . . - ROFU • o B~B . , . . . . . , . . GEf~ ) . . • i , . 2 - - . . . , . . 2: i . CA , • . COti . _ , ~
. IFERS e . . - B&B . . . . . ~ . . , , . , , . . , • . . ° Y-: ' ~ ' ~ ~ . . . ~ ' .Y~ ~ . • ' i~ V N ~ ~ . • , ' 1'4 ~ . .1~ . ' l,l ,~.i 14 ~.<~~ri ~
AL~ S SS ~ . ~ ~ . . . -KF. . , , . . _ , . . , , , '~i.. . , ~ ,4 , HRUB P~ q~ ~j . ~ . . , . . . . ~ - ,E: , . . . • . . TIN . SER . . • . ~a~ • , G AREAS. BIAN SPR ~ . . . , - r.~: . . . ucE .(PI . . . ~ . . ~ . . . , . . . CEA OMORIKA) . . . - ~ ~ ' . ~r ~ . ~ . ~
, IN S , . . . . . . . . . . . _ , . , . . . . . ~a. . .;c~ _.~:v HRUB PIANTIP, ~ _ l . . _ ~ ~ . ~ AREAS ( . 5 . . ~ ~ ~ . - SE . s , ~ F t=
E SFlR . . . . . . . , . uns . B$B . . . . . ~ . ~ . . . . . _ ~ . . - . .
8J~ 'r . . . . - . ~ . . , , . , . . . . P . . ~bb • _ . . . . . _ . ERM I _ . BRQ/ . , . . . . . . . , , TTED. . . . , ,UP~IUOR~ JUN~I . . - . . . • . , - . , , . . - ~ . ~ CP . . PER ~,JUN . . , . . . . ' ` . , . . . ° , ~ , . , , .s~; r ~y . . •~3~ ~ ERUS SA ~ . , ~ . , . . . ~ ~ e~-
. IP ~r . . . . . , o.~,~~.";.:- . ~ ~RIP1 . BINA , ~ . . , . . _ . ~ BRO - ~ . ~ ~ , . . . _ r . ON PYG ADMOOR . ~ . . - , , . , . . . . . . . . MY ~B ) , . , . . , , Dti . . ARBERRY . ~ ~ - . , a.:'. .`d~ .»t . . . / . (BE . . ~1 ..,..r,,..r~ .
, . I ~ RBER ~ g~ :ti~ ~ . . , . 2 , . ts ~ 24~~ . . . ...A , . . . . . DOU ~I THUNB I 1~ . , .y:,,~ . ~~`~~~~~.~.R . , . . BIEFI . ERGII , ~~~ONT >4~:.~,.,~..~,«.~ . E. . . . . . 1.~ • V~o ~I . , .o. c ..7 r , 1t: ~ . v~- . . BURNUt~.. o . • ~ r. ~ V I B - , _ ~ , . , . , URNUh .IZ • . - W. ~ ~ f. i; - - - 1 PLI ~ •'r 't~ 15 . r ..~l;f'ti::.l.~~~.- i~ -r 'J'1 ~ `tti~ ca„
, ~ I~ARI l. , ~ CATI,M :TO ~a; . . . . . ESI • . M - ~~Ofd. , .s: . ~y ~`1~:E~ ~~a ~ EA ` I , , • ~ ~ . ENTOSUM ~ . ~ ~ _ : , . To- . . , y , : , 37 Fj,R . - ~ . . - ~ ~ . ~ , • `I\VI ~ ~ ~ . ~ .1 ',C ' 3 5~~• ~ V ✓ ~ , URY AZA ~ . . . ~ , . , . , . , . ~ :~•~~r
, lEr, ~f~110 • . - ~f u _ ~ , , •o . ..ti ~ . GF ~ovEr~ . . _ ~ . . . . . ~ 33 ~ ~ROr~ , . Zc~ . . , ~ _ . EXB 3 _ ~ , G0~ URY . O . . . ~ _D F ~ N~YB . ~ . . . , . Larr Rro . - B&B/ ~ • . - E ~P CON
GP I REA ~~P i ~ . . Ta _ . . ~ . . . 11 RAEA BUP~ ~ ► ~g. - . . . , . 3 ~ a , 24 ~ . . ~ . Go ~na._ Co~ . . ~D P, _b ~ B&B/ . . I TZE~ lAM . . CONT . . ~ • . . . . . R ~U E ) „ . o . . . , . , , NIPER ~~UPJ , - ~ ~ . ~ ~ . . ,
~ jPER ~ 15 ~ . . . . . , . . US C 18 . . , ~ AUR HINEPJ,I ~ . EA ) , S P CON , ~ FITZERIANA' T. , . LF . . . ~ . . , . , , t.
8 ~ ~ . - . . . ~ . ~A A . ~ • . . . l ND FI R . . . . , . M ETHORr~ (PYR . • . • . . . . • . ~ , . . , . , . ,I . ACAN . . . ~ ~•.Y~, 14 THA . 1 g . << ~ . . f~ _ ~
coc ~ .24 . . . . . . , _ .-.r ~MOLNT I~INT CINEq „ . , ~.a~t~. TO ~U LA~A CON ~ ~ t BE DEDU . LEP ~UNI . NDEI ) . „ To . . ~ - ~ . , ~ • ~ CTED FRp . MP PER ~,IUPJ ~ , ~ ~r~~:r ~ ~ , M THE 9g ~PERU~ ~I$ - , . , . cHrN 24 . . . !S , I~UGO ENS f. ~ . , . . . ~ .
PIN S MI . CON ~ . ~ E ~PI•N NT . , To, . . ~ ~ , US M LEP~ . FU . _ , OG u~o r ) . . . & . . . . . . ~u~ ) - . - . Bus~ . ~4. . ~ . ~ . . 14 0 , . . 18 . Y . , ^ ~ . a.~ ~ . . 2 . . . , OREG ~ . - • . . , . . . . or~ GR r . . . . . CoN ~ ~
, , _ . APE .~MAH . . . ~ , ~ Ter . :s:,. ...1:.~.~ v ~-u~i PR ~ , ~r~ t ~ H~ . . . . " • ' ' ~ •a:~'.. , y,. • , ,,c. , ,-w~M A z. 4 ~u ~ Fo . 1 : ; ~ . . ; . _ P ur~) . . 2 . , . , ~ID 8 lI . , g . ~ . . . . . , REMa . JM R . , ~ RKS . . HOD . . . . B&B/ . I . ODEN ~'1 • . CON • ~ R DRON ~f~f r ~ ~ T~~ ~.FU ~ . . • . .
lOllo U ' `l.' S I Z ~r, ,.1" . . EPdDRON _ . 1$ - E FOR . ~ ~ , , Ro PJ . . . . 24 M , , _ ,a. , f - BU T ) . , 1.15 a G . . ~ ~ C . . . ~ Z C R EN OI~T. . ~ . . ~ , AL. S Jur~ „ F . . lP~R (,JUN ~ UI.L STZ ~ • .
„ SE • CHI ~S - E F,OR . . A RE NENSI r~ Z~ M~ FU ~ 2 Z - . . EN UN I P s R au B&B/ . . « & Bu ~ . 4 . . ; 3 ER ( S A . , , CON . . . SITY , . Cai . , T Jur~tP , GR jo ~ . _ . _ . ~ . ERU N ) ~ . , . . . , „ NQ lI s cH - . . . CH 9 rN ~ . . .
. ~ „ ANGE . . .:..T.A. ENSIS . . . . - J ~ . . - M._~UP1iP EA R ~ . . , ~.t , . ~-.r'. ,b 1 t ER - EEN ~ . rr - . ~ B$ • . , ~ rmr. , -y; 1.1 ~ Ju • B . . . . . , . , . . . . 5 , N I P ~ . - . . • 4 C4 ERU . . L. $p . S SAB I ~ 1 ECIM INA-. T ~ . . ~ _ ~ ~ , EN . AMAR.ISC~ 0 . COf~T , . . . F~: ~~t~ :a~
- F L I,A~) • . . . , . . . ~~r ~ . - ~I 5 ~ . . ~ . . . ~ , - ~ , ~ . ~ ~ . ~ ~ ~ , , . . ~ 2~1 . • . . . . • - ~ • CON ~ d ~ . .ro~: _ . t ~
. T. . , . . . , . • . . . - , . . .1 ~ ~~..y ~ . ;I , ` . ' . . ~ ~ ' • . , ' - o ~?'`"A~Yvc+.~ ~1:
. 1 • ' ' • ~ . J . , . . r 14 , A . , ~ • .c .n ,
' , ' . .t~" ` , . , : r . . I ~ ,t~ • ; , . i ' ~ . . . y. • ' . ' . ' . ' - C.'.. '~i A!'.~'t~,'~I~!~Y~i _ ..~I..'~J. ((/~r . c~ ' • , , ' •'r , . . ~ ~ ~ t:. . , . . ~ ' '~S . '.v~• ~'oar~t'~ ~~.r.si'.~' ~ ~ ,
~ ~ . ~ • ~ • , . ~ , , . ~'t , . . ~!v' ` ~ ,a { , . , . , r,~: . • . . . • . • ~ ~ ' . . , rJ . . . r ' , .M • . • . ~ t ~4~..E~~q ~ii .f~ ` ~,~.~a. ~7 ` . , t • ' • , ♦ • ~ ,
J - . • . . . . . . . . , • , . ~ . _ _ r' .y ,
. . , ; , . . . , . ~ . ~ . . , ~ , , _ . . . . , . . - f,. 4 ~ • ' ~ ~ • , ~ ' • ~ ' • , , ' . . n , . • • . ' C:-. ~5;.. ~ ~ r V. ~ _ . . . . . , ~ a;. '1~.~
~ . ' `~,y, ~ . ~ . . . • '1 ~ , ~ • ~ . r ~ . ~ K;r • ' b'. ~ 1• ^ . . . " . . ~ • • _
~UNT . • . TO ~E UE'GUC-- . . . . . . . . r ~ , ~ ED FROM Tf{ . . . ~ . . • ~ E ~
~ ~ ~ ~ . . ~ ~
A ~ ~ ~ Bro . REr~~ ~ RKS
„ ~ . ~ ~ ~ , 15- . . , . , - 18 .
„ ~ . . . . . . . . . ~ . ~ . ~ . , ~ . „ . 9- . ~ 12 . ~~14.
18"- ! ~ . ` . ~ 2~
15"- „ ~ 18 ~'~u ,
. '
YALIEY TRANSIT CENTER I SPOKANE. WASHINGTON
FINAL COSr ESTIMATE
MAY 11. 1988
PAcE 4 QUAKTITY UN1T PRICE
IRRIGA7ION (C9NTINUEDI '
12. WIRE ' CONTROLLERB' 12. 520 LF $ 0.16 $ 2,003.00
13. VALVE BOXES SINGLE 11 $ 35.00 $ 385.0~
ly. VALVE BOXES - DOUBLE 17 $ 55.00 $ 935
15. b PIPE SLEEVING 270 LF $ 7.50 $ 2,025.00
16. 2" PIPE SLEEVING 1.310 LF ~ 2.50 $ 3.275.00
TOTAL IRRIGATION $ 63,673.00 .
ALTERNATE N0. 6- SMALLER TREES DEDUCT THE FOLLOWING AMOUNTS:
1. SARGENT CHERRY (1.75"'2") 15 $ 50.00 $ 750:00
2. FIOWERING PEAR (1.75uu2") 53 $ 50.00 $ 2,650
3. KATSURATREE (1l 1 75 ) . 9 $ 75.00 $ 675:00
4. LITTIEIEAF LINDEN (1.75~-2p) 29 " $ 50.00 $ 1,450
5. SHIROFUGEN CHERRY (1.75''2p) lg $ 50.00 $ 950.00
6. SERBIAN SPRUCE (y`'S`) 33 25.00 $ 825.00
TOTAL ALTERNATE N0. 6 $ 74300.00 '
ALTERNATE N0, 7- SMALLER SHRUBS DEDUCT THE FOILOWING AMOUNTS: 1. SPREADING JUNIPERS (15'v-I8~) 836 $ 5•00 $ y/180.00 +
2. CRtM. P. BARBERRY (9"-12") 732 $ 7.50 $ 5.490.00 (
3. DBL,.FILE VIBURNUM IZ $ 5.00 $ g0•
y. EXBURY AZALEA (1S"'-18`~ ) 37 $ 5.00 $ 185.00
5. GOLD FIAME $PIREA (12"-l5u) 339 $ 2•50 $ 848•00
5. FIRETHORN (15""18") H $ 5.00 $ 40.00
7. MUGO PINE (15u-18") 98 $ 5.00 $ 490.00
g. OREGON GRAPE (15 IH") 14 $ 5.00 $ 70.00
g. PJM RHODODENDRON (15"'I8p) 48 $ 7.50 $ 360.00
IO. ROBUSTA GREEN .JUN. (3''4') 40 $ 10•00 $ 400•00 ;
. ~
TOTA1. ALTERNATE N0. 7 $ 12.123.00 ~
~
`
V~~~EY TRatrs rT CENTER 1SPOrcANE, WAsw rNGToN
FINAt CosTEsrIMATE
MAY 11A 1988
PAGE 2
~ . _
LAN~SfAP ING '
1. SARGENT CHERRY (2'"`214) 15 $ 275.00 $ M25,00
2. FLowERING PEAR (Z"-Zl') 53 $ 275.00 $ l4.575.00
3■ HONEY-LOcuST (21"_3") 43 $ 325.00 $ 13# 975. 0D
4. KATS!!RATREE 'C 1. 750_2,t ~ ~ ~ 260.00 $ 2j340. Q0
5. L]TTL.fLEAF LINDEPt C~,~,21~) 29 $ ~~'.00 ~ 7•~~5.~0 ~
~6. SFIIROFUGE~I CHERRY ) 19 ~ 5.00 5• . ~
l. SERerAN 5~~UCE (5'-6' ) 33 ~ 115.00 $ 3.195.00
9. SPREADi~G JUNaPERS (18"-240) 836 25.00 $ 20{900.00 ,
9. CRIM. P. BaRBF~RY (12'-15#) 732 . $ 22.50 $ 16;470.00
la. DBL.~ILE VIsURNuM (24#-30") 12 . $ 35.00 $ 420.00
11. Ex~~RY ~~~~EA (18"-24") 37 $ 27.50 $ 1.0I8,00
12. *GoL.D FLaME SPtREA (15'-18") 339 . $ , - 15.00 $ 5~085.00
13r F17''1ETHVI1N (18&-24&) V ' $ 27a50 $ 220r00
14. MUGO PINE (1$"'24") 98 - $ 32#50 $ 31l$5.00
15. OREGON GRAPE (180-24") - 14 $ 27.50 $ 355.00
16. PJM RHoDoQEranRON (18"-24" ) 48 - $ 27.50 $ lj320. Q0 -
17. Rom$TA GREEN JuN. (4'-5') - 40 . $ 55.00 $ 212DQ.~~ 18, WvoD ,EDGING 4..140 LF $ 1.50 $ 6#210.00
19, 8ARK MuLcH (2') 180 CY . $ 20.00 ~ 3h00.00 - ; .
20. Tops~iLlSon AREAs (2") 350 C'Y $ 12.00 ~ 4,200.00 :
21. SOD 56.583 SF $ 0.25 $ 14.l46.00
22. PRE--EMERGEr~~E HERBzcrQE 29.o064 SF $ 0.03 $ 872.00 .
TOTAL tANDSCAPING $132#241.00
IRRIGATiD
1. 1$04]1$06 SpRAY HEADS :
A. CIRCUIT 1'S $ $ 35.00 $ 280.00 '
B. CI RCUI T 2'T 10 $ 30.00 $ 300.00
C. CIRCUIT 3_~ 16 $ 30,00 $ 480,00
D. CIRCUIT 4-S 30 $ 35.00 $ I,050,00
E. CIRCUIT 5-L 23 $ 30.00 $ 690.00
F. CIRCUIT 6'~ 34 $ 35.00 $ 1.,190.00
G. CIRCUIT ~-L 26 $ 30.00 $ 7$0,00
H. CIRCUIT 8-L 21 $ 30.00 $ 630.00
1. CIRCUIT 9`L 29 $ 30.00 $ 8Q.0i
J. CIRCUIT 1~}S 9 $ 35.00 ~ 315.00
K. CIfSClJlT 11=L 21 $ 30r00 $ 630r00 ~
I
'L . CY RCUI T 12-L 29 $ 30.00 $ 870.00
i
• .
)ames F. Melstrom & Associates . "
SI'I'E OONSULTANTS Wcsc 214 Th'rrry-(ourth Avenue
SpoI,ane, Washin,gcon 99203
(509) 614-8895
MAY 11. 1988 . =
FINAL COST ESTIMATE . .
VALLEY TRANSIT CENTER t
SPOKANE TRANSIT AUTHURITY ~
SPOKANE. WASNINGTON
LANDSCAPING $1321241.00 I RR I GATI ON ~ 63.673.fl0 TOTAL $195.914.00
ALTERNATE N0. 6 (SMALIER TREES) $ 7.300.00
$ 12.123.00
ALTERNATE N0. 7 (SMAIIER SHRUBS)
:
~
,
;
i
LAND PLANNUNG URBAN DESIGN IANDSCAPE ARCHiTECTlIRE
VALLEY TRANSIT CENTER I SPOKANE. WASHINGTON
FINAI COST ESTIMATE
MAY 11. 1988
PAGE 3 QJAKTITY UNIT PRICE
!
IRRIGATI ON (CONTINUED)
M. CIRCUIT 13-L- 22 $ 30.00 $ 660.00
N. CIRCUIT 14-$ 32 $ 35.00 $ 1,120.00
o. CIRCUIT IS-S 34 $ 35.00 $ 1.190.00
P. CIRCUIT 16-L 34 $ 30.00 $ 1.020.00
0. CIRCUIT 17-L 2$ $ 30.00 $ $40.00
R. CIRCUIT IH-S 39 $ 35.00 $ 1.365.00
s. CIRCUIT I9-L 36 $ 30.00 $ 1,080.00
T. CIRCUIT 20-T 9 $ 30.00 $ 270.00
U. CIRCUIT ZI-L 18 $ 30.00 $ 540.00
V. CIRCUIT 22-L Zy $ 30.00 $ 720.00
w. CIRCUIT 23-L 15 $ 30.00 $ 450.00 _ X. CIRCUIT 24-S -30 $ 35.00 $ 1.050.00
Y. CIRCUIT ZS-L 29 $ 30.00 $ 870.00 Z. CIRCUIT 26-S 11 $ 35.00 $ 385.00
• AA. CIRCUIT 27-T 10 $ 30.00 $ 300.00
_ Bs. CIRCUIT Zg-L 20 $ 30.00 $ 600.00
cc. CIRCUIT 29-L 51 $ 30.00 $ 1,530.00 DD.' CIRCUIT 30'$ ' 2$ $ 35.00 $ 630.00
EE. CIRCUIT 31-5 . 14 $ 35.00 $ 490.00
FF. CIRCUIT 32-S . 13 $ 35.00 $ 455.00
GG. CIRCUIT 33-S 28 $ 35.00 $ 980.00
HH. CIRCUIT 34-L 27 $ 30.00 $$1Q.QQ
II. CIRCUIT 35'L 12 $ 30.00 $ 360.00
' JJ. CIRCUIT 36-L 30 $ 30.00 $ 900.00
KK. CIRCUIT 37'$ 34 $ 35.00 $ 1,190.00
LL. CIRCUIT 38-L - 24 $ 30.00 $ 720.00
MM. CIRCUIT 39-S 38 $ 35.00 $ 1.330.00
~ NN. CIRCUIT 40-L 35 $ 30.00 $ 1,05O.0O
~ oo. CIRCUIT 41-T 9 $ 30.00 $ 270.00
PP. CIRCUIT 42-L IZ $ 30.00 $ 360.00
oo. CIRCUIT 43-L 26 $ 30.00 $ 780.00
RR. CIRCUIT 44-L 27 $ 30.00 $ 810.00
~ 2. 1" CONTROI VALVES 13 85.00 $ 11105.00
, 3. lfa CONTROL VALVES 23 $ 140.00 $ 3,220.00
M 4. 2" CONTROL VALVES 9 $ 190.00 $ 1,310.00
~ S. IN OUICK COUPLER VALVES 11 $ IOO.OD $ 11I00.00
6. 2 DOUBCE CHECK VALVES 2 $ 800.00 $ 1.600.00
O 7. MANUAL DRAIN VALVE 1 $ 60.00 $ 60.00
~ 8. RCa24XL CONTROLLERS 2 $ 1.$00.QQ $ 31600.00
: 9. 2# MAIN LINE 2.05 LF $ 3.25 $ 6.144.00
10. la MA1N L1NE 590 LF $ 1.25 $ 138.00
~ 11. WIRE CONTROLIER 'A' 12.270 LF $ 0.16 $ 1.963.00
I
,
♦
~
RATIGN7`ZP.... HYDROL:..li.:J Y
DEISDJ. ~."1 NER G)d } P: Jrt (-MC-i 3~. N A
r::•~:.;~::`+~,9'F:' C;-'; ,i "i MP°= T 3; D +r-z N" S W A C-It'SH C)QJSD C=
~ ~ W • r~'~~ P..~ » i°~ ^v^ . , l..d 1 ~ A
. , •1't~ . .
~yr; a~. ~~~r~ r~~~ ~ ~ ~~{~a~=:~~ ~d I ~~I;~r-~F c: r~~~-~ "~:Er1) n
v~- c-a P,~•
A~~ ~E~a . -9 ncn .f~IY::S P:~_1 ~iNl~..,F- P- .~c~~:, ~ c:.. ._N u... 4 ~
?.M.:.RLAN.~~ FLOc~ ~ALuES
Cl t
L 90
s ~ 004.
r ~l Pi N9~! E L. F L CltA! VAL.LJEI-*-)
L t-~
TO 0
;
1 e LJ
(:I I c)
tl A C' ~ Of-y
~
v
~ ~ • ,
BlOltiST`,=i ll"°f~~ CP;I..CULAt 10:`!!S
Dir'; TE : . • j ~ DES I C Nr:, i ~ = ; 7 Ll S.~ Ei~i c5 I I~ A
PROJF"t`T K1 ,12NMe. a Y' YKAN'' 3 FwS^-E R~~ PHOUJE
J. Y..! iLy 'l'"P
;~'s°1 W-> i t v C C.{ C' . 1 G s Vol..l t ~a `L c) F'°' EA C9 e
e c u ~ ( in., / hr- . c: d 5 . s e r E!. y •L . ) ( d_: L t a f t n ) ( c: U o ~ t
:3 i ) i 3. 4.3 FI. tj. r~ 9 ta 9
•-4 i ro1r_-' F:.: ~^1 d a. t`j
_ ) „ ~ _ .
`w `:p
t .~F 9 ry t r~ ~-~c .~ry ~
.L .r
n 1 o s~-t ~
~ : J •...ti e}
~ ~ ~ , l 1
'
I~} 1.45 ,r.:' 1. f ~ 6
76C •W~ J .
I1 'Y~' q-:~~~ r"~
\J~.:~
_....1.~ •I `~YQ.~ ❑ du. ❑ J... 6~
3. ! ^
0
130C) i . oafi' n 37 E:: 9 10. ; C) J. 5~.~
n 9 s u ...~2 7 e.-f..}'..;(--) 73
~ C) 0c)
1~ rn ! ti, ~i-y f~ t^1 w r-.d~~
6.~• ~ ~ t ~ x,C.J e~. n ~ .i. rv.
40..4 • 2d 00 .74 .26 F2G.E b A K..'J~.
y ~ ~ f~~ ~ d ~
; 0, i : r, Cy C-) c=) .60 .24
.
~y 99c)
•_1 ; ~ ~ t'y o ~j• a_. 764 .a..:: ~x
~~.r
:'a 6C~ .61 1' ~ :t f"y ~ r --287
-p9~,. {~n~ n A. P• t . + ~
' ~ 3 . Zi
~ rv .
I . . ~ ~a F .i~.. % 5 8 r .~a. 8714, J.. 6 ~..5 ~
♦ ~ s )
G ! , i
~Y ~ .
.~..i ~j d9'w.t~..~~..~ n c 6~ 6....~~...''~4.p ~ ra~
) 1~q7 l,.Y k.'~{; 3 E. 14~r~ ~
d`~' n +_v' r ~ ~ ~ ~ ~..1 i... ~
e 3 II CC-➢ 5 s2 a .L 8 % 4 ~..D :t 5 17 E_) .a. ~'T y
:'e 4c i 0 966) 1 Is2() ~ • E„5
✓ .i. ~..r 7 2
4 9 a 1 YF 1798
60c:>E a n 4 8 1.7 ,`3 800 7
~ i*'i XT1''l-;.J Ni ":i "E" ORACHE: IIS) 771.94C.48 C'• U. Fi
7-0t
Thc;~~ time ~ conr~ ent, ;r~ -tioi°i is 5 r+-: inut eso
Thr_; Undevr:_~ .IoEa o-~ ~ ~flOw C► Ut j. 5 ve C i~ c
i F; N `dC= AR t"r'- -,'..Ld
, ~ ~ ~ • .
• Rf~?":~ C1i`~l~1L. F i:3~~~'ra~~_c=•~ i•~~,'L~°~t~~'i...~aY
`~sl '~•.i.~'~ a. ~ 9DET) I CNEFt W 0.:iDE BASs: N B
i, } taNE "mDY 4"n\! ` s WARE-•IOl.! SE
T3 E t-~, .rf-. :E D{\I A
`:~,-,i ~EC.+ i ~ .::6 ~~i.F`~:.: S vit.~.~;!.e~'iEl-A: ~ 1=~l.Ji~i~'~~='f= ~~~:l=~(~' 3'~~°f ~ y
T L. E-~ r=~ Q_' R E I S3 C; C) 6"i I=' f_l S I T' E- -=WIN€~ F C=.`r~ F" I: C' T F 1'.! `T" .9
r'L.OW tlA'I_.IJES
l~ ~
a~~~ = o 1.
004 .
DIANNE L V
T•D
' t ±11PUi4EM VOLt...E:.`w
Y' 1 ~ 1( ti
~ r. ~ ~1 z
t79 1 C) w ! /..e.
r;?6 --~~3 c~st:~ l/pLt~•~-t ~
~ ~G~~s~ ~ • s , ~ 78~
~s~
~ 12,
~.~t OWC; TC` IN G ~ AU'lA-ATICl NS
DEci % GNEFz '.:a DE BAST N B
FRC.jJd:ClT YNAPI~ T j DYMVI.N- 1:5 WAREHOUSE
.
~ ~ 6~ i - T l: f.. I• _
~ t ? nj_ ens:L tv C;j p v u Vi r-i V c --l u d S•i. o~-ac-c
.
-i-j ~ ri ( sec. d ? 0. n n i iJ i ir.. n ~ ( c. o C: Lk -f- t c_ Lt o -f r a )
. E77
~a f„) o I e n 74 21 9 9 9(_'
f ~ 4, .a 9 1.80 ~ 1. 8 a~.
o 1 41 1 270 141
~ K
:1 0~: i 1.7 7/
y 4..~ ~ d_~ .r. 2 Q_D C ) .4 a J ~ ~
•-,~-.Q ~ ~N~ 1 5C)tI n .r:. I r r, 3 4..l4 4 lC~ 4
46:~~ 540 j 7
: t: ) t:j ~ o ~--3 4 ~ 74
' (1•'`'~ ca ~
";i 1
1t.?a) .Y
4 i ) c_i ~ a.^ ~ 17 '48P? ;i e2 c'? --~:22 4 i ~
5 r~) ~ i ~ 74 r 4 9 a • L.~
i C-) . C) r, (s e 9 -q.
55. .6~?~ ~ d ~ { i::y ~ 9c)
c.+:t
-
,I d R A.,`~ 1 n r;~ ~ 8 .5 t Q ~"y _..4»c.:e~
~7b.~ 7~.J,6 n t'i 1:.. o~
~i
c`~ r: 4~ pa ~y C, I I„J n C.J 0 r. 14 55 J7 117 0
70r, C) d`~• ,G' d Y Cf n ~..16J n J. dl t..t 8 Z4. ! 2 o I..1 I AZ ` 5n ~ 4e~~..j ly,? n n 1 ~yEl.~
y_;~ e% .1350
o ~F ~r rv
6•e~ ~ t
t°~ Qa; c°~ 48C ~ tay 1 . r_~. caCp(~ ,
_ _ 9C . r e
8~"~~,?=) ► C!;~~ .52 C~ 7 i 5-
90 4 CrC) ; C, 4 `i 2 ~ b~• 162C) -~-(9 7 ~
; w, . C) 5700 ~ 9 ~ 13 6 6,5, 171 C~ I C) f#. 5
.1 C!C} L C1 6 i 3t~DC) n ~i•~:~ j:(:~ai .I. 8 CSa.p '-It.0 5
..F: •4 E M A 9 1 Fvi: J s '1 -c-! ORn, SE i. S 20?. 1 36'421. CL9. f°` T .
~i'• T'-t e.' t1 me r-1 ~ cont.. entS' atior I i~'_b 41 fninut(-~ ,so
Th.-=) (.!nd,&ve? oj--)er.s -ylow aut i s c . 4° . o
1'I-:---Ar.,i "TT~.7RM CAL.
~
. • • .
R A T I 0t\1 A L. F CIR I'l eJ L r'-) l...iYDlr'°o01- n- B Y
DESIGNER ;a $:i '77 Bt-r S3.1,! C:t
q° E e~l~' °s YDl°°f"iAN" a WAFIZEHO!IaE:
T) E ;.":)C,'R I P 1- 10 E\1 A
1 8 7 A C i ~~3 A E-~'E,'-1 I R LJiq C]F F t'Jt /E F 1 • A C:; ~ E I~l~~ .e~
~ ~ A C R E S ~ ~f~iFr°c_)-f TE Fia..:rvUFF Cc#ET-Fir: ~ ~~~~IT -w .9
9 d ~ l- A C,' D f-- P0 t^4 4J !.J E e..j
L, ~'t /1.~ ~~~^►~t~v~---
t I . v;
L.. C: c)
N 0'~ 6
00?
HAN'N9 y'.. L VA{_.. '+..1 E- S /
~ _ dWt
n=
TIa - ~ ~
' Ui 5,, c_)S, h l
r ~
a . , L:~ •
R•~ . o y , 4 T
'D q 00
.
F n vE-A f' s' 2 2
• • .
!`-;!`sTICtNAL z= CiRMUL_A Sv~T)FROl.AGV
DATE 31,700170 r DEEP's. CVEIR C:~ DEE L'-S wa :C t§ Cl '.y
1>> AME W- i.`,DYi` AQF S DJ !'s ~'-~i E'. E'9 OLl SE'.
D Es C R :1 T I `-j N A
.9Ei -d~":~:f-:, •1. r, 9 1 P?c i~'S Sl.~~~~~~°:~~::lj :i, (~~~[~:a~~" ~a T ":l~s- 9
TAN:t.. PA,'FeA , 9J. ~~CF:E S aOsti,"s='OS:L i E FRUNDFIF CME'7FIrIENT .9
i 'VRL .'~)N-T) `µLUI V A!_.U = S
r:r° ~
H 6
S d.lQ9
~.G Gl~'9•✓~ ~
t rH A 12 01 `:i' . '...C V ki A L 1..1Et Es
"i " " Cy
. : ~
vyA-p...L; r.=.cs
D 1.~F-: 5. 00 ri 0 60
I~~- • ~
~agrL - S.a
,..J - Z. Z-
In vklr' Btc r : OU10
9 { +
Y
~AT.~~~~AL ~~~~vULA HYDROY»~~~
D A T ;L DE: 51. (SNER ASl. N (.~i 3
PRIC)JF::4~T NAME `I-:ED',~~~AWIS WAREHOLoSE
I~~SCRIF°~ION A
"IL.JA.: d ll 1l~~A 1 A69 f xCi 5Ei..f 9 l.JD L FF4l....A .L f•~4~_.lNL.lf F LJL.fL:.Fl:• lLf lJ....Nd
B U, 4~+~ F 1• s Ga 1~ Im 4 4 i Y C f 1 L... {..f M1..! t..A .5..' ARC..'C l 2' R'6.J F t I 4.1 ~F' C3.f E!' lY• +e 5M IW.- NT LL~ Il J.d
T ~~~'''~.A ~ n A CS~l~S C~1~~~~`C~S:~ T~m ~`Ui'~O~=~~~ COE~.F~~!= G~:~~~~~ 65 7 5 2 1.~=' ~3 9
OVER4.~AND FI_.OW 'V'A L...U E~S
ct W . Is
I-
s
5-.f H A N N E U FLG.J W V 0 L«. S. i iY.. S
i J nm Zu~
-G D = a_l
COMPUTfi-Mi '4IAL.LY'S
DUR 5. 00
t
2, '.r,
0. 0C."
~ • .
. `
I R;1TT C1N~-`L. F'DFRMU L...~•1 HVll'RO1...C3CY
DESa: GNER SDE -1 PiI ra c:
c°r-o~:aJ E; :T i~~~I"aE w- T D Y il ra~~ ~ S W ~FZ E o--iaL ~';E
~ p'» ^ a p^ ~ r
S 1<'t ~a ~=i A - 8 7 A Cs ti ~a'!.~ I~~AP'e a ~ a, r; i..i I~~ L`oA• ~ti t~~ s-• .
~
c-i L i 9 t`~ R E 9 S A C:; i E:~ S 1, J BE GrSR`° i_J i~1 t°:;" i'' C-ICTEI° FIC`. IEiW T .9
S L OESP,Rp= A 6? 0 ` FR E S S !..1 i~►"~RE-A ro' Ri dNC1r'~ COE=:,FI'-"Ita IEG'•-i`I* .9
11-- >U ~'~A ~'iE -1.4 P. C n i~F- ~ S lu 1B A f ;L=:(-, 4 F:t_1NIOFF CfC)EFFi. f" :(El\I'T' = J.
T.-JTAL All"►:EC; I fi~C FZEb DO:~-Tl- DA-, "f'f: RUNC?F; ° (7,t)EEl=FIr x: EN~j- n -7,9 919 9 ; 1 7
F' t.. . DW VAI)JEa
3~ e ~::s f' )
'4 p 016
s o (.)`•..)=IJ
C~ 1-1 P'j iq E ~ 1.. 0 W V ci!....1..! E.
D - c: )
t~)~ y
D+.Si=b 5.
(21 id) 7U•~~ ~ 1
Q:.} A
~j . - ~f~3~( -3
~ ~Z
~
w
~
BOWS1°Ft:€. N[~ ~ALL:UL_ATIONS
iNER = DAS1: N C
. "iTE I)E_S C
PROJEC-7 NAME. TID'1fMt"'-e~kV'ISL
DESMt~~RIPTION y.. n
d t Irrtensity aidP- rr. vin Vot_~t Q-t C-fir age
~ ! tl 1 d, nm .L ri u / hErv n ~ (c-,y +L. fto ) ~CL,L o +tn )
LJ 1] 4~d !i1 ~9i5~j C L L .I. ~f 7 R ti 2 9 Y~ ._t"n~~~ 2 6 ti~~ ~
' .y. y^ ..y~
~i_l' .c:.~e 2~~ ~P ~i 1P ,...a 6 1 6 ~..b 0 ..;e C_) J. 15.0 r,} OO 1.77 4.07 4 0 J7 ~~...5 9{e# O 3 17 ~ 5 ~
.S_ ~ s ,9. • 'a 4~
20e C1 A_ . 1 Cp I..) 11,45 717, 4 •m m~ 9
.p rt
y ..~J n 5- ~.l 1 ~ m 2S ~ 9 4~• ,r.5 . - } ,T
71~ 1800 t 04 2n m!s9 st A T-i 1 g2745
35n 0 ~''.-.1 O':-3 . I3'' .g 2,. 09 4604 2 .F t_} 2,.~~04
2 A. 00 0.2 1 a: 4 7 1. ~l '2 23 14
d.I ~ . C1 (.k 4„} . ~ 7Zu~ ~ ~~'4 2700 a'~ ~~l
d...
3~000 « ~ B 1., 56 4847 1-3 4 7
~ 0 14 0
u t:~t:) u 1 ~ i~:) ~::~;T• t~~:~x=)~}
60. C) '±~~0 0 .61 1 u 4Cp li 199 6 0 f~P 15 1-3
65cn S..r 3 9 0 or 60 1 q 37 5471 '~f {,.}15 7'-'
'70„ C{ ~•,~'i„xt~,D » 1 u 71 ,~~'s~-.:~•.~ 4•200 1 'Ci•.:1
! 5oo C.1 4500 .56 1_ ,'7E3 53C ~ ~ w.y' -l tit
9 C) r~ 4BCQ 5 97 ?_x 11 71D
015-7. ~ CJ 15 1 0 .52 1 IS 6 1 5 6 5 1 C) C_1 1056
~f . ~ 90.. 4• ~yb ~..H b a, 5 6321
.
5n 0 5700 n Q ~ ~ ~`f-.~~ ~ ~ 5700 8 7)
100 " t~) 6 L°) Cr ,i. B C-) 6()(-')tob 7:D)
THk:.. MA!l IMUM STORAGE IS ~ 75.~.24()21199 L... U-, F" f
r~
~h 2 t i P 0~ ~ ~ n r- ent. ir~ at a, on i E, mi ~~A t. ~ s.
Thm- Ue~~~velop e~.~ 0W clUt J. Sr ~ ~ . f
,"E:N YE~'-~ R STORM ~ALIC
~
. ~ , .
Rr 10 ~~~A, F-7 0 F `%J1 ~:~L A. F V. F~L11L c~G v
P,~ d-rE ~-:~t_~ ~lAF-. M
i 'C1;.~ ~':~.'•"i° ;~I; ~C~ : i ~:)~r'i'~iC ~i'' VJf•1 wE:A•-+(~l.l~ ~ -
~a~w ~3cv~ r:!-r i c~~~ R~F•4/~~ ~ G 7, o~io s~
UnyF`, ?-iE;A s~.'B A R A I ►'L 1i\IC?F 'y= ~0 E_ y 'F I C I E!~4?" 119
St.) F, A Ci 2} ~ A cr;c~~ C',~ D. n IP. 2 RljNP0FF r.;OEIF4- x C1 SENT - ~ I
T ~ ~ Y'7 . ~ 3 e l y. , ~ ~e a~.a :7 .~t J"`~ #..11 ~4 i~: 1"T• ClJ 4.» l~ Fdo...•~.E7 ~9!1 .8
FLOw V~-~E„l 3E~ 31DOSf
v~cct~ &s : ~ 70~ sf
' u ~
3 LaG S~
L 9 6
00
- •
. 1=: frO fr- !e • eI~
k~r~~wr 3 ~p~~ X C~% 3
-3 ,
r~-t 1. 1 1TE P e
h.~
l.J
n ~ a : ' ~ ~9
.e. o 3
tl:= G . S~ ~ 7. Q~~
.
C` Pa =w t) ~ d;) Q:)
~
I
. ' ± , , •
[1WL,CUG..A"f t~NS
DT E 3.'2 1 /9 E 7 DESI GNER ~~DE BAC~:i
`='[='CJ~~ *T MAME °r": I3YMAN':' S ?IAREh°IOlJSE
I.3ESi_'R'., f.'r6'. ION' A
~ I°~ i: e r-~ s i -a , y C, d e v ~ rz « c~ I..k -t oraqe
, .
( ;n:k F-I S,w nn Mru 1ot o I: -t ) ( C: t.A a ~w t >
a n a ❑ 1 a~
1 ~l«} M) -s i
N Z ~in1.~y C? I 6 5~
2, 21-14 7 71. 6s;:)c,a 1! 4.
~ 900 1 •-o• 4,25 ~ a.i/ ~.e•..j b.~ t' i..~
..~n ` ( o ~ ~ ~ ,P ~ ! ~
~r-r
"21 o 1~ ~ ~C~~
. 1.. ~v~f ~ .6 e~ `S''~' ~..J n ~x a. { .dm
1 500 1 ~ .121 1. 9(_) 4 6,52 1500 3 1 c72
c_g 2 q 4„~ ~ t~ 1. 0 t. ) 294.7
7-715h 0 191 2. 18 4309 a 1 OCa 27Q--► 9
❑e 12- 1. 97 /i'92-1' 224 C) E ) 2524
2700 P
45. 0 ti '7 1 ~ ~3 ? r 6
;::c:b G C) 300c;q ~613 1~- 6 5 a:32
- ~4 1 - ~ e.- ~ e~°r v ...~._r~. I z~9 ct )
. ~ a
~~a 912,
C) -o 6i ~ c_r l ; C) C, 16 117 i i
d u 0 „ 9 i, t .6 5715 ~ ~ ~ 1 ! J 1 ~
7~_? ~1 ~ry fwt ca) t, ~ 9 E? ' 6='. ua ~~t 3.789
p . j n t ~ 4500* .56 u ..:e i 6 1 (_Z 45C)O 1Q 1..~ i )
°'P;~.j ~ ~ ~ ~ a 6~, ~1
. J
'=~;.,j r 4.y C3 t~j Cj n 5 u .ti.. 7
~ ~ 4 51( 1 t 3
0.. ~.1 . 0 1 f 1t~ 1 ~ 6
, (~1 ;"►~:~t l t. ~i(-~ 1 t~~~aE_rr'. .~.1~~~~..~~~1 ~..~:'.Q ~2
5 / k.~ c ^'F 7 1. u d 68~, Y~ ~.,~7{,~/ ~ 14. 2 • d3
c .y c; i , c°: 600c a n 1.15 7 C-} 6;"~ OC' t=)
PHE e• rei~a~~ S~rca~r~~a i"'cE ~:S ~r.w,, ^ c~ 1 ~ 1 ~
iC~ ~r c~~..~ e= ~
C
Ti•-k e 'i,-. fi5 W c'f C7 n(w efl t1"' i=t t7. (:3n is 5 M7 cl Y..; t(? Sa
The l,;n.r.j(-:?e• `)lca pec:i " 1c:e :"3 out 4~s I c. •i~ . s:,
"M'N WE('! R, S"i` OP'll f" ALC
.
. ~ y .
C' i 1".1:: Li I ct 6'° C I"; L 7i i..) (F-
Amt;r_ ~ It E D A t=: 't : h or) 4-*
Des.cr.~ r~:tiCan - T.7.DVMAN9S BA$1ix-J 61
~^5~1: an. j. C.4n._~.
D 2. ,-5 C:. . 'f, . ::x n: n y..O, .'_"9 tr1=- .0025 ft./°-ft. 1<', e--
f ; ~ . e ~ 4_1 Oi..t`». I'"s.' i 11ob'ali!°'y e cra~. eb a.t:1. ou'1 ..a 2.2 f ta
.3n. ~1 * ! ~y~ •1 -r
p1'1t { .r} ~~e'~~p ) 4 P°1E:"
AJ I»~ .l f ry]\ .p ..t 1 \ . p L I t ~4 ❑ M./ / ~+~.9 H •Y~ H ~ 1 ff L ~ 7 ~ l,..7 1 ~ G ~ ~ ~ ~ 4 `...t ~ t O
t)
c . ~p' 51+ /~Q,.. ~..Y / 'lp""' 'q {^~u 11 r, 9 l!.❑ " t' ~ ~ 5 ~f' 1
C"° n . ~ e u p•, ~u ~ ~ n . ~ . ~i Y- ~ o
~ ~ . J~`•
7:-) 'f t. r~
E ~ v' 28 `F~'~e o
~
~ ~i:.~:•:: n a..~.0 Y ~ n
4' c2^* Yt a
j. c. e:1 i. T-11% 00 2::, C) d,rD 5.fl tj.~
GS.V- C. u I aa r' C ti ri ri e: II
Nar.r: e_ EP~ ~ Dat. en- 3:121r 1--iO A t- t i
D occ- ~ ~ pi on, - X)Ytv iA N; ,QASIn1 GZ
y
~ ~
r ~y 't~. i..~ •t c ; ~ 1 r , _ ,v: 6 y~
.1
~:C.1 a r. •a ~ ~ a ~ ❑ J ~ a .t. .1. w~ a • n + a n
~ E- 7t 6~ ~ - b' e f t- El Ut sW N,s Za a. 0 e ; I „ CD 6)
j~ ~°i ' ; J1,. )i q.5 x ~ , HF,i i ~-~q~°
r'~ ~t.. P°: `r/ ~ . e..~n ~Y ❑ o a t.D Y , c~
A.~'
11 c:. e; --7 d L. p P 6v ~ l. Q{~+ 6.) !5 n~ n VC,. "`i' n G_j 0 -b- t'> n HR cu°5' 1 fl, a
E1E...}'~1.~.JM.I • d. TAL-C,1 I I6..7IVAV
D-w- n R-.• -1 t n ~
6 -C i.. o ~ ~ %~~G f C
. 1~." ~ .i... -f- t n I v
(-2 c, - •..;r try
'Mt
2 2 ~f
E~ C~f..~t,-j
V P r . C-,~'vu ' ..~n 7 5 Y 1.. n
L j- i t J. ~ . t~~ 1 F, ~J r~ 004 ,4. 6
F
~
AttaChnent "B"
• .
, , - -
. REQUEST FOR bBSIGN DBVIATION
.
ROAD KAHE On-Site Drainage
\ •
DATK March 12, 1 990 CRP/RID/PLAT/Z.C. No.
FBDBRAL/ST1,TB YROJBCT N0.
PBOJSCT TITLE Tidymans Warehouse (Spraque/McDonald) PROJECT tIMITS On-Sitje
BXISTING CONDITIONS: PBOPOSED IHPROVHHENT:
SOAD WZi)TH
ROdD SURFdCE ,
AVG. D1f,II.Y TRAFFIC
Current Design Year
PROJECT DESCRIYTION Project is a 6.8 acre commercial development on the
South side of Sprague. Storm drainage is by a storm sewer collection
system consisting of catch basins, and piping to a grass percolation
area at S.W. corner of the site.
DESCRIPTZON OF STdNDARD INDOLVED The "Guidelines for Stormwater Management"
require storm piping to be designed using culvert design-methodology.
PROPOSED DBSIGN DLVII,TION Allow use of the Mannings equation for piping
design when not under a pressure tlow.
c1l)iN
JUSTIFICdTION See Attachment '
Submitted bp y~0~ 3~f'Z/96
Date
f
STA~'F RF,COIit•ENDATIaNS ~
L
~
Appro d Nat Approved
- ~ ~~j C7'
Pro ject Managex Date
.
Approved Not Approved
Planning 'sdd Traff ie ~"gine, Date
A-°;,~~ ~"C---S 7Z) P-5S. ~~t~►~
~~~t~~~ • ~'~r~~7~ ~~f~ ~~mr~~~~~
~r 7Ast~~~~ s
~.s~i~2 tf3 ~ t o
Approved Nat Approved
Plrajedt'`Kana ment Engineer Date
.
~
Agprvved Not Agproved , . ~ .
- - ~~~~~~ur. Engineer - Date
.
Appr~ a Nvt Approved
County Engineez Date
.
0251o
.
~ .
. c" ~ • •
Taylor Engineermg, Inc.
CivYl Design and Land Planning March 12, 1990
Gary Nelson, P.E.
Spokane County Engineers
N. 811 Jefferson
Spokane, WA 99260
RE: Requeet for Design Deviation
Tidymane Warehouse (Sprague & McDonald) - Un-site Drainage
Dear 1VIr. Nelson,
Spokane County's Guidelines for Storm Water Management combine culverts and
closed systems (storm sewers) into a single design category. The design
methodolo is based on culvert hydraulics; where headwater elevations (above the
top of the gculvert entrance) and outlet control (submergence of the outlet) is taken
into account. It is Taylor Engineering, Inc.'s professional opinion that culvert design
and storm sewer desi are enerally not designed using the same hydraulic
methodology. While we entirely agr ee with the guideline methodology for the
design of culverts, we request that the Mannings equation be allowed for design of
gravity storm sewer systems in lieu of the existing culvert design.
"Two types of conduits are used for conveyance; the open channel and the pressure
conduit. Qpen channels may take the form of a canal, flume, tunnel, or partly filled
pipe. Open channels are characterized by a free water surface, in contrast to
pressure conduits, which always flow full."tl'
The storm sewer design we are proposing is based on a pipe flowing partially full
based on a 10 year runoff design frequency as outlined in the stormwater guidelines.
Therefor-e, we believe we are designing an open channel system. "The Manning and
Kutler e uations are the most common flow e uations used toda . These formulas
are based on fluid resistance as it applies to the turbulent flow conditions most often
experienced in storm sewers."
Another source, The Standard Handbook for Civil EnginEers states;
"Sewers are usually sized for open channel flow. Max.imum flow occurs when
a conduit is not completely full. For example, for a circular pipe, maxirnum
discharge takes place at about .9 of the total depth of the section. For storm
sewers, common practice is to permit pipe to carry design flow at full depth."("
(1) Water Reeource Engineering - Ray K. Lindeley & Joseph B. Franzini, McGraw-Hill Book
. Company, 1964, Page 251
(2) Modern 3ewer Deeign - Americaa Iron & Steel Inetitute, Firet Edition, 1980 Page lOS
(3) Standard Handbook for Civil Engineere - Frederic S. Merritt, McGraw-Hill Book
Company, 1976, Page 22-6
~
W. 106 Mission Ave. • Suite 206 • Spokane, WA 99201 •(509) 328-3371
FAX (509) 328-8224
. .
.
.
' Tlie same source also states;
"For the design of storm sewers, the Manning formula may be used if the
sewer is to operate under gravity flow and not under pressure. As a storm
sewer continues from its beginning to its outlet, pipe sized should increase in
stages to handle the increase in runoff." (4'
This diffel-sfrom S okane County methodology in that Spokane County calculations
require analysis to ~egin at the outlet of the system rather than the beginning.
In analyzing the subject property using both the Manning's formula and the current
stormwater methodology, we find that substantially larger pipes are required by the
guidelines method. This is to be expected since the guidelines formula takes into
account entrance and exit conditions and losses.
We have researched numerous engineering sources to determine methods of sizing
storm water systems. Following is a list of books researched. In all cases, the
Mannings formula was the most common method of hydraulic design for open
channel flow in a pipe.
Engineering Fluid Mechanics - Olson
Agricultural Engineers Handbook - Richer, Jacobson, Hall
Data Book for Civil Engineers Design - Seelye
Fluid Mechanics & Hydraulics - Giles
Fundamentals of Hydraulic Engineering Systems - Hwang, Hita Hydraulics - King, Wisler, Woodburn
Civil Engineering R,eview Manual - Lindeburg
In conclusion, Taylor Engineering, Inc. has designed extensive lengths of sewer
system for the Spokane Utilities Department using the Mannings equation. It has
been accepted by city, county, state, and federal governments on past design
projects. We see no reason the Mannings equation should not be allowed on this
project and on all projects when demonstrated that the pipe is flowing under open
channel conditions.
Sincerely,
Taylor Engineering, Inc.
Mark Aronson, P.E.
Project Engineer
NIAA/kmo
(4) Standard Handbook for Civil Engineers - Frederic S. Merritt, McGraw-Hill Book
Company, 1976, Page 16-81
'Iayior lEngineering, Inc.
Cixiil Design aild Land Planning
W 106 Mission Ave. • Spokane, WA 99201 0 (509) 328-3371
FAX (509) 328-8224
, , • .
,
aF F x C E aF Tf~E C ~~~J N -rY F N G z N E. ER
S1='Ok""ANE i=:C]UIJTY, WASH I N13TO1V
TCI: T i rJymari' s War ehouse 17esi. gn Dev i. at ior} f i. l. P
FRUM: Gar y Ne.l sc-r►
DATE: Mar c-h ;_R, 19'90
SUB,JFie i: Des i gn Dev i at iori
The dP-si. qn dev i. zit i. on reqUE-.St S that h1c-inr7 i nq' c-3 Ec~~tat i. on be Useci tc. de~'~ i qn
p i pe sy st ems . TI-iis f-_z-r mU1a, wheri i.tsed a1 cone, dc-es nc-t cc-In a i der pi pe sys•l: em
osses, hycir ~.AU1 i. c gr <<de 7. i nes=, or enerqy qr ade l. i.nes. TtiQ WSD[7`l" Hyc1r,-ALA1. iC
h1anUcA1 (ChoAptPr f_,),the Ueriver LJrban 5tcirm I)rainaqP C=-r iter i~z MzAnua.l (:~torrn
4 E' W f_' 1' a ect1oTl t fl E? BG l.l dE' 1' 1: Ol.! fl ty (I_,: oIi,1' aCj c, .1 S to1'' ffl P i' ci f i c.'~ CJ E.a C1' 1ter1 ci M.-Afl l.l ~t. 1
(1-7h ap•t e r 8, s tc--r m sewer- c? n d th e- F:: i. nra (_:,~IUI-, ty Su r f ace W-Ate r (i _:I~ apte•r
4, F-i y c1 r au J. i-w f 1 n~.~ l. y s i. s) a 1]. i ndicate t hat t tie I'1 a n n i nr-l's F cIuat ic-nc-a n bEi uS:,Pci
in pipe system c~esign, ht_t-t need tc- :inc.lude zi bacE:w~~ter i_-inaly~iis methcld that
cc-nsi. d e r s b~.~ ~rei fi Y]. ct 3. ci n, E? f ltY c:t f l Ce c:t f l d E.' x1 t lc-S5Ps, k, e ri d oS S Ps, af l Cj C-thE' Y
1o55~~ tc- !:Ibt,--Alfl watPl' {il.l"f frZ!=E? E?levcA_t1c_-f1-_'j at all StYUC'tl_t1'Ps a1oflg tfle p1pE?
5)/5t e(Tt.
1 1'' ~cc.-fTl ffl f : ' (l C J We appY ove t fl 7. s ClPs1 gI"1 deV 1 c.~ t 1 o1`I bE-~ c~ Pp1'' oVed 4J 1 th tfl e
condit ic-In that the i'1anning' s Equati-:-in cari b*-.3 useri in pipe system desiqn, bu•t
need tc, inc1Ude za r?a._: E:w.-AtE,?r rr7eth-DrJ that cc-nsi.ders barrel fr i-ct i.on,
C-? f l t Y c:i f l!_e zin d C-? xit tciS r-i eS, befl tj r-.ACl d cithK? Y 1 osea er; ti. cofJ `r <.-A.l I'l wr_ ter
si.tr facE? elf?V~.-itlofls cilt all ~'strl.l-::tL.tl''f~~ cll-Df1Q tfle plpE_' svStE?(11.
\
ti
.
,
K E rr o
I}ATE : March 30, 1990
, TO: Rass Kelley- -
FROM : Jim Ha ines
SLTBJECT: Taylor Engineering' srequest to deuiate from drainage
standards
The drainage designer has sevex-al objectives in mind when
performing hyd,raulzc carrtputations an a gipe system regardl.ess of
whether it is suspected to flow under pressure or aperat.es as an
open channel vr whether it is a culvert or starm drain system;
1. To insure that the level to which the water will rise at
any inlet or junctian box remains below the level af the inlet
or street. rn the case of a cu1,vert, that no upstream owner
is dainaged by headwater.
2. To insure that the outlet velacity is law enQUgh so as
not to cause er~sion ar, if not practical, to provide an
outlet structure to control excessive velouities,
3. Ta be mindful nf the energY gradient at all pvints witniri
systern so as to prevent su,dden loss of energy that would cause
siltation of the system.
4. To insure that at low flows the pipe system or culvert is
relatively "self cleaning".
Yn order to satisfy the,se objectives f a complete analysis must
be performed. Mannings formula is an empirical farmula which given
a rate of flow, channel cross section and slope computes the normal
depth of flow. Mannings assumes steady uniform flow. This
condition rarely, if ever, occurs in gracticality. It also assumes
tha~ the systern is controlled at the outlet. Depending on the
design slope, this may or may not be the case. If "inlet control"
is the controlling case, then Mannings f~rmula is not appl-icable
at all, because the svlutions for the above stated design
objectives is independent of slape or roughness of the channel.
Another case is when the tail water causes a backwater grofile to
extend tnrough, the system ~oward the inlet. In this case, Mannings
d • ' ■
♦ formula used alone will not give the aesired solution. The only way
to correctly design culverts or closed storm systems is to perform
acomplete analysis including a backwater prafile and eneargY
gradient computativn.
To my knowledge, no one at Spokane County has diseouraged afly
engineer frorn using Mannzng's farmula. But it is onIy part af the
analysis and then anly under certain condi.tions. Sizing af pipes
using anly Mannings would }ae sirnilar to a structural engineer
checking a beam for bending only but ignoring shear and torsion and
end connectars. Zt might worlc great to resist bending but st il1
fail.
Some canfusion might exist because sar~it~ry sewers are
frequently designed using Mannings farmula and are designed for
eit~er a half full cvndition vr full eonditian. The differences
between sanitary and storm sewers is si.gnificant. The main reason
being that sanitary sewers haue apredictable flow whereas storm
drain sys~eins ar culverts are designed for storms that are based
vn past storm history. 5anitary sewers da not have sand and gravel
ta carry nvr da they have abrasive and erosive flows.
I recanmend that we continue to require that storm systems be
designed using a full analysis that cansiders all hydraulic
considerations on county streets. There might be consideration for
using chart solutions (FFIWA drainage chart~) when pipes are small
and o~ private property where the owner is w-111-ing to accept some
1I7~ermltteI7t and short terrn flooding on his property. In any case,
where tailwater or other extenuating circumstances exist, full
analysis must be required.
Ak
R~-t 1 1 t I 1• o- • r
~d ~ 1.:1~9 ° I ~i 1._• ~ OG',
dlE.=. v.: N! R ~ K D E BA a ! I I\7 d./ q E
2 )i'YTF:. fi• / 5/90
1,~~ DYh`9;~lh4 S
? r9 ~',"o ~ r°' 1 , • r- r_F--• r _n
1 ~ ,6 > ;'~9G~ , ~t ~~~..yf°~:L:..t~ ~ ~m~..~i~4(~~'F' ~:..r...~~:m- r•!"i" .9
'L } ~ ' 1 p~- ` ~ ( p P ( ^p ~
d, o. er° \
V~ i~. i^, l..r 3 I..ooiv1i T 6~. Fi E,.j h~i f_. 0 t~. ~.t. a...l`~ I r
i••i F~r~.f ` ~y~ ; P ~"'1 ~ i,11j le~
t..9~4::.!'~P....6^~~~v+«.! ~ .....S.J,li~ "•ie....~._~~.;.~
4~° E~
.
C,t-~: P. "\i ~ ! E:'~_ w v P" u E: s
TD,
~`e LIF: 5 ~ t"i ::i
7 6 ~ 00
w~
i `
.
v
r~. ~ ~1 rv ~ I 1 M
~.iC~ ~ ~~E~-r ~ ~lua a~~.~:..,4~.w(A10,•1 S
D E S I t-3 r-,! `F,: - S, D ► ~ ~ A col I N D L.
I'l Dvrf, ^ NS
F"'~ 7 T i ~ 1 `
~ ) ~
t :P n te C; R-a i. t v P d VS! {7 Vot_t t 4:3 t t) s°a . y~r-~
:1. f i u /hr i o ) (G t..R - -C. S:: L1 h 6:. . ) : C': l..l~ ~ . i
~ 0 ~3 7 n 9 ;i, r yw) ; ~ ~ ~ 'i
a ! ~:s 3 0
I C) tls „ : C)
" . A, 4:i r~ ^„A 4~ 7.,~'~'
. ~ ,.a
..77
71,317 t~~ t~+ :1. 4~:, 4:r 1 ~ 1200 le
~ ~ a.~. ~ . q~ ~ ' ~ ..5~ .~p~
1;i 4.j n , ~ , ~3 ` 1 :.~r 0 f„) ~..ti •eti C~.:
~ - P ~7 • ~
( y „ Ca ~ 4 .r~ ~ ~ ti• ~...•_9 .1,
f d n • r~~ j ~•f
1. t 6. c-i
.
r+«~ . o9..~. .a~.
4:. I y.''
„ E~~ c~~ u ~ C, 3 o;2 n. , C) 1 2 f-.c~} :t
•'~-5a 0 !'y 7 0 .74 1.77, 8 ~~t n s' ! r.' 152
T.~•~{„~Q•' ~
E; j ) .68 1.59 1 ' 79 6 ~ ~
4
C % C: 9 64 J, o CJ 3-XD cl 17r, c
~Q ( i j 0 ~-;~i_) i 3 . 6
~
6 t~,~ ~i ° 39001 16
? 1
7t..3 rt C.., r~ i..~ .58 I~ ~ f~ Q.) • r~ n`I' 2)t~ ~ •t. ~ ' • '
~
`1 W, 0 .56 1 . 5 ~'3'7 :7 ~4 5 1
80 ~ 4800 .53 1. 24 Qo! :Y c~ ~ P, C) 1. 279
~a ~
8 c'+ .z D 5 ,f. ~ t~) u 0 r' a i" 1 ,F,~'Mj E~) .l 1
C> 5 ~_a! ~ n 1. L + F:~ 4 •M. : ' ; x ta i y t ~
ry r, d. D y' t;1 E~) p49 1. ~ 6 6 5 • ba *7f_)i 3 9 5; L~1
:a t..l Cr ~ 7 05°~. t. y a
r-fyf!~/ iijY•Y ~l..t F ' tt~fj w e:~ ) F - r-~ --r 5r8*L~ i..r t..lFu - "j7'
1~': Y..~,.G..': ~ L'°i l~J `Y! ~ ~p i ary... ~»1
7, f►1~'' (:)4 r's
• •
Taylor Engineerm Ine.
~
Civil Design and Land Planning
r
rAPR 061990 Apri16, 1990
I r!
v~.1 ,
~~~~_Y•C~ C.~"TY
Mr. Gary Nelson, P.E.
Spokane County Public Works
. N. 811 Jeff'erson Street
Spokane, Washington 99260
RE: New Tidyman's Site at Sprague and McDonald
Dear Gary:
Enclosed are 2 sets of revised plans and calculations per our meeting on April3rd.
The west portion of the roof and the asphalt directly south of the store now drain to
drywells. The roof will be a single ply EPDM with ballast. This is basically a rubber
roof held down by crushed rock.
R,evised calculations for each of the changed basins are shown on the following
pages. There are 5 new double depth clrywells required to handle the storage
volume in the proposed County acquisition area. If you have any questions, please
call. We hope to begin work on April 16th.
Sincerely,
Tayl . ngineerin , Inc.
Fhil Y - un
Project Lead
MAA/kmo
90-006B
Enclosures
W. 106 Mission Ave. • Suite 208 0 Spokane, WA 99201 0 (509) 328-3371
FAX (509) 328-8224
lw Taylor Engineering, hic,
Civil Design and Land Planning `~~•~~~~,s~-
~0yW,y a,M il" 70 C H E acE n a►rE-j`=`~~p) Fu.E W. s"EU oF
rBASIN TOTAL AREA 2, SS C,
DEI/ELOPED "C FACTOR .
0 (2•) (3.) (4.)
SQUARE ' RUNO~'~'
TYPE QF SURFA~CE F-f X ?AGE . CQEFFIENT (2) x(3l
,?SP/~ ,~tiPFAC~ . /I ~ ~~9S.S
~ ~o
077 f 89'9 9 7
DEVEI.OPED ' C" = SUM (4) 7 -
FACTOR SUM (2) S/- . gI
T1ME OF CONCENTRATION: -re t5-:~
INTENSIIY:
~
R uNOFF (Q): G1~ 80~~
SWALE VOLUME REQUlRED: 9 . 7~/
PROJ ECT SwALE: 2x 2- 7 x 3 a
. .
• 3
~
o.
~
.
~ -•ir•rr~ ~cr
i?LIff ~lnl~'~C flC T u, li1!
nEiE's:TION kASiN UESIGii
u~~•i
frepareS by P. ; o #$~EC6-lIDYMIAM'z It-li?;:EHLLSE (5P-HF3CUE & ~~~ONALD) iK'i; €ti; Ecr6ING
NASi;! ~IC-('t) REVa~ED
~ ~
j:iT~ln 1 rEif t:~frTiL ( ~iir;) 11 ,,+.(fIi !
j ~ i
jltr-~.? ~i}j E~?il? Gntrasic~n s~lir { } ;i, ~(1 .i
CE TYP~ 'ig~,D~yw~GL
u#{l« (c.#,s.; } i.i+i► i
~ i~ '
lesisi, ytdg ilCtt1 1 ~ ~3.0t} ~
_ . ` _ .
1
HreR t2r:re- ) t L t 3d
Dave,npe{i 'C° ia<<,r i
#i ; #Z #4 ~ ► ~ ~1 F
T~ 9::r, s iJ n:° 'r:. ; i:fieES~it'~ } R~ ejP_v, : V 1r: ~ v ~~tordge ~
y; in.1hr. ) (cL'ja2 `
klfi Fii i e: a!L0 ILy.ft~lrj 1 fi ls)i
}y
itF.S ~ a~}t~~ j }(F24L•?1fa=~ i{-LL y;GiT" } };[:!;t11OW4!!if i f11 +14i'6j i
i==-
t
--_~~~~-------__.-_-___--____-_..____-____--_--------__-_-------___---___.__-_--_-'i
~ I 6.516 '76~y i fSS i
aa~ i f L~ 1 f _ ' i L-.W '
r
2 4 6 t 6 : ca4~, dK-
il~ 2.=4 :
f~a ~ 400 3$61 i '~lt•{ a ~~Ll i i-~~✓~Jr
t f . a L = : ~1 . JU /1 1 12 f~i~ t LL? i
i fuv , , ~
F ' f 1 i Ci~ ~C'ai f
f ! 4.iL!'~ fi i~~~11 t
A =t11} i 1.2= . t„ 5 ~ 4Ot1I i
;o i 581*1`t= i 1.04 2.1~ ~ 408J i 2283.
7` 1. . i, ; .91 I10r; ; 2Ef'6~
rt ~ S~r F ; L
i~t . i 4235 i t f
270c~ . .74 s : ; 4~8 f! ; 1li~t► : i5~t;i
pi
li
1! 1s4ti ° 4 i 3 Ii{!!! ~ !_~a3
:t! ig l, ~ ! \ 1
~
L i { 7?i : t 1
y7 } 7 I>>~} } .64 i Z.LiLrj ! 44r ?4 ! 3~~ { 114'7!
17. • • . ~ 31
~ =a s ~t~bl ~ y f t~~l ~
6f! ; ~•+~t'v ~ .61 t
tc t •s
n , .b ~ 1.24 F 49 } '9tit~ ' 1:~:~,
n ~ 1 ~:t i~f 3 4 i ?~Ef i
~L~ . s:~ i
(~p 3 1~:~
~ ~ 1 ! i' i -T( i t~!{i
1~1 "!s
.
~ ( { L : C:~~ i i
{1~~ i ~I~l(li } I ~ ~ ] 1 e tf9 } Ut 1 F "~~f i <<< t
~'1 C~~ t 4' s
~ I
! ti~i ; : ~ _ i ,.~3 ,
~'i~ ; {4 =;i~ 5~l8 ! `~4v; L1~s ~
~ --A o - ~ ; t ' -v' ~ ~i7(!(~ 4r •r1
71 t iiiiar a .4? ~ 1:,~t i ~stC8 I . 1iJJZ
6000 r . 48 WIt1(i ~ 45;
usll - f.i 4~ lEN'f } L~tt• j•. Y_
Vin = Ls t_v t t T.t4 t u d'y t TC 14f t rTC
C~~~ OrcJ~- Z:
f
.
Taylor Engineering, Inc. Civil Design and Land Planning MCrP„oa
FU No sHEU oF
~
N
BASIN Z'D ~ TOTAL AR ~
EA ,
DEVELOPED "C FACTOR ' .
0 (2-) (3.)" (4.)
SQUARE ' RUNOFF
TYPE OF SURFACE _ F! COFfF7ENT
~
oEVELoPEO 'e s suM (4) ~ SZoy~~ FACTOR SUM (2)
i
T1ME OF CONCENTRATION:
INTENSITY: 3 • /8 ~ ~.2~syi =i~; Z J ~ -3~) RUNOF F (Q): L11 1
~
~
SWALE VOLUME REQUIRED: ,S¢ ~,~,~X ~ z= 0 78 ~T 3
~ - ~
PROJECT SWAIE. X 4 3
• (00 2 ~ ~
. .
. ~
= 9zz~FTZx.s 2,27 8f'T3
m
, o c~/<
o
;~_LT r
~ ~ LL~•:_•3'0~~`~~ CfLt~l~D
D r-iri:T iBASi'y f'iS:GN
! { Cp~~d by ~o { vUlil~
!4Jt~E-I II~`% ~Kii`3 ~!gFEul7L'+SF (r~'hH~E & t-~L'~J;I'k~t~t T f~ 'fl{i~i~ui;~EE~i«~,
~r!;i iai!-(D► FEflSCi1 4-_,-y0
Time Ir1Lref'ient ;m1n)
T 1-m ? !,C{ifCeRt r a t ii t(fjlnl
~ut~~u;; ~~.~.~.i 3 :.►1~~ ; 7"yP~ ,~~<,~~yw~~L
I►esigi; ;-ear #iow ,y r I P :i}.11 (1 E
.~'sr~a (dCfFcl ; i:oY
} ~aj-:~_,~_,ariv ~ a~•,~ tdCf[sF ° .71 i
1L~~_ ,
*i ~ #L I L3 i #'f F #y, ! !ft3 3 H/ 1
f_ i- - i T i_ ~ t y . ~f ~~~j fa7L~.r~y~` }
s i:~i `!;lc , ,Iiae lIL: ~di}tt~}Sa} ~ 0 I~@V. rf } i9i
1tlj~~ :i./ lfi . (L,f:t-; i(ru. ft:; ~ ,l+.f.il:~ i
i(="e b FIlY! ijt+uS.f 1oFlt#2) ; 1~5--,-~}n} i
'
` i +lt} i 3,18 i .";.vi i 1 y4 i zi)~i i 12 i 3
3t~ i i~~15# i 1.14 i i.~' i 18t~7 ! ~~~V . 12871.e::~==
SJ 1 ~jtli) } i,1717 ! l.lt P ~111)8 i 9 0 0 i fiL~E
tE +f~.~• ~it) st 1 : - : ~4 i Z G~ t•tt
e .~l~~ i . t t f~.Ef+ r t ..U~Ji
L5 11 i 500 t 1.21 ~ 1,45 6261
1 ~i
. l► ~.14 ; 1ti~! a •~;.14 ~ 5]..e
2100 i .4! ; 1.09 ; i40~ ~ 1I00 1, :1%s4►
~ r , ; : - ; ~
4
~ f~~+ , B s i i~t~a~ E
f~ ~N A 0 , 1,2;
1 : lisr't i ' / f _~n F Ji
45 ! iV f .F4 . ~•7 i l~L~ . LI~}V I ~LfL!
5(1 ; ;iiti't~ i .68 F .82 1 2 ~11 i `~.~11i~ i -4
~'~i
1 ;l ; ;ArA, ; .64 '1 .7~ } 26 1~
60 i 360`•~ ~ .61 i 11 ili II in~a'i
~ i
44 ~ 3 9 if_01 i _6 . !i i 1881 ! Z?i!(,}
76 i e.,;fI i
o - ~ T-y
s 4 r c: t
L94 • 420Ci
7 {'i i d[!,:~y i q I
; • ~v~.~f~ 1 .5L ?e r' 1) ~E ! `t~iVV ! ~~'f£l±,3
c~~t~:ti ~ :=Z ~1i? i ~tvt1:~ i =4p
s~`' ? ,itlL} i a~.~ ~ ~tt i ~t171i 1 _•5f! ~ -1~{iy,
C i, C6r~i i 9 I
t~~ 3 .~~1•'~ i . ,?:3 , ~e:~i,i~ ~ s4isir ~ -ti)~
~ c-;~;. ~ er ~ ~ z ~
t .tlti;~ t i .{7 1 .~41~ . :;~Z~J i '~G~~'~i
nn 1 t ~ r, i -J ; 7rj h a ' q• E Ze ~i t
! ~\I t t~f_3 ~~~1 ~ t r7y i 1~/~fl~
V
11iri = 1 ~ 31' ' ii d e y I t- f[sf il
Vlf4 = ii ejey s i+.j°i j 1: CiEsi t jt for L~ fc
I
. ~1 a/
s.A' s Taylor Engineering, Inc.
.
. Civil Design and Land Planning of.SMp„ON ~,~y~~r<~•u.=~ LJ~~~~~~o~sl
DMMOpAlE ~/14'/O~~7CHECKM.%~i`~'r~ ♦ aTE,4/^/G)-) rAG !1V•
. ~ ~ StlEET Oi
BASIN TOTAL AREA 3 Ile,
DEVELOPED 'C FACTOR .
0 (2.) (3.) (4.) .
SQU/1RE ' RUNOFF
TYPE OF SURFACE- _ FOOTAG . CQEfF1ENT
OEVEIOPED ' C' ~ SUM (4)
FACTOR SUM (2) - 3 4a'
/ef
T1ME OF CONCENTRATION:
irvTErvsin: ' z
,
RUNOFF (Q): 2,5~~, = 3.
.
SwALE vOLUME RE4UIRED:
PROJECT SwALE: ~J ~
I
Alw Taylor Engineering, Lac,
.
' Civil Design and Land Planning oESCJe1p„~,
~fS~.~~^.r ~.~1►TE~'-~~CNECKED ~~~'f~i. 4ATE Z~~ d F11.E N0. SHEET Of
. ,
BASIN TOTAL AREA D
DEVELOPED FACTOR . ~ ~ (2.) (3.) (4.)
SQUIIRE RUNOFF
_?YPE QF SURFACE „ FQQIMF . CQEFFIENT x[3)
/D, -1d, 7
.
9/Z 0
OEVEI.OPED SUM (4)
FACTOR suM (z) ~ /o1 4-4 7 ' . 9 0 .
TIME OF CONCENTRATION:
INTENSITY:
~
RUNOFF (Q):
SWALE VOLUME REQUIRED:
PROJECT SWALE: ~J ~