SP-871-93
BOP STA~ 10+00.00
~
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( STA3 10+50.00=
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30' ROAD, UTILITY, !
AND SEWER EASEMENT C/L GRAVEL
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= = ~ ~
r - so.-oo- - -
- - -
. ~ ~ STA 1+10
GRF~VEL AREA 30, °~4' - ~ _ EL=2021.11 ~
10.24'
. ,
aa
5' A
40'
~ 45,
-
POND BOTTOM
EL=2020.0 TYPE 'A' DRYWELL ~ cu
MIN, AREA 600 S.F. STA 10+00 t14' RT,> ~ o
RIM EL=2020.5 9VJRE/y
DRAINAGE EASEMENT TYPE 4 FRAME C%c
& GRPTE "'~l
I L CD
e=89*43'07' I i5~ ~
R=30'
T=29.8'2' ~ o -9 /rs
L=46,98' L - - - - - 90 2290 EOP STA, 1+50,00 N ~~s
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- - - - -
SCALE: 1" = 20'
SECTION A-A AND
POND DETAIL ON BACK
w `-t' nevm EvAxs Arm as,soctATEs. usc.
Vsr iio cereLDo
c~, sr7-se~
SH-R- P-A- SP-94-87- MnM Wa~~N99a01
PROJEC7' NO.: MAHA 0001
~ I/ VA= J= IM4
, GRASS TURF INSTALLED
CONCURRENT WITH DCCUPANCY
EDGE OF OF ADJACENT HOUSE
GRAVEL EASEMENT
LINE DRAINAGE EASEMENT AS
VARIES ~ SPECIFIED ON PLAN ~
.
EDGE OF ROAD '
ELEVATION TOP DF
POND ELEVATION
311 \X
3i1 MAX
8' MAX, POND BOTTOM ELEVATIDN
• ~ DRYWELL* AS SHOWN ON PLANS, ALL POND
FROM EDGE GRAVEL BDTTOM AREA TO BE LEVEL,
XPROVIDE FILTER FABRIC CAMOCO #4545 OR EQUIVALENT>
BETWEEN DRYWELL BARREL AND DRAINROCK AND NATIVE SOIL,
TYPICAL `208' POND W/DRAINAGE STRUCTURE
NTS
PROPERTY LINE EASEMENT LINE
10' 20'
~
` 9' 9' ~ li 1.31 1 8,7' ~
~l
Mq~,
2% SLOPE . ~ A
31MX~p,'~REMOVE 8' OF TOP SOIL IN c'l U-)~Z
AREA TO BE GRAVELED 6' CRUSHED SURFACING BASE
COURSE W.S.D.O.T. 9-03,9(3) TYPICAL 18' SECTIDN A-A - BANNEN LANE & SIDE ROAD
NTS STA, 10+00 TO 10+90,01 BANNEN LANE
STA, 1+00 TO 1+50 SIDE RDAD
. •
CURB IN-E- -YPE 1 &
YPICA- "208" PEIND W/DRAINAGE S-RUC-URE
~ ,
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STA= 10+50,00=
STA: 1+00.00 SIDE RD. 30' ROAD, UTILITY,
AND SEWER EASEMENT
A STA 10+90.01
BEG. LT, & RT,
C/L GRAVEL TRANSITION
ROAD
- ~ - -
,
~ 80.00' - -
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1 l T=30.15'
o L=47.27'
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EL=2021,42 c00u
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.c~Ci~ ~ pt;NA,S,,,,yc Ir, X\ 2s~o ~
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EXFf°E S 1~~~5~-S - - - - - - SECTION A-A ON BACK SCALE: 1" = 20'
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3 DAVID L'VAIdS AND ASSOCIATM IIdG.
11EST 110 CATAIDO
~
SH_R_ P_A_ SP-94-87- SM"M ~°N 99201
JEC'f WLAHA 01
~ J DlM laiR tM
GRASS TURF INSTALLED
CONCURRENT WITH OCCUPANCY
EDGE OF OF ADJACENT HOUSE GRAVEL EASEMENT
LINE DRAINAGE EASEMENT AS
VARIES aL SPECIFIED ON PLAN ~
.
EDGE OF ROAD I TOP OF
ELEVATION POND ELEVATION
3:1 MAX . " r ~
o%
311 MAX
o r
8' MAX, ` POND BOTTOM ELEVATION
DRYWELL* AS SHOWN DN PLANS, ALL POND
FROM EDGE GRAVEL BOTTOM AREA TD BE LEVEL,
xPROVIDE FILTER FABRIC (AMOCO #4545 OR EQUIVALENT)
BETWEEN DRYWELL BARREL AND DRAINROCK AND NATIVE SOIL,
TYPICAL '208' POND W/DRAINAGE STRUCTURE
NTS
PROPERTY LINE EASEMENT LINE
10' 20'
9f 9' 1' 1,3 8,7'
~ ►f-~H~ a
1
Mq~,
T~p ~ 2% SLOPE .
.~~lQ ' , 3~1 MAX,
P'~~ REMOVE 8' DF TOP SOIL IN
~ AREA TO BE GRAVELED 6' CRUSHED SURFACING BASE
2 •
COURSE W,S,D.O,T, 9-03,9(3)
TYPICAL 18' SECTIDN A-A - BANN~N ~ANE & SIDE ROAD
NTS STA, 10+00 TD 10+90.01 BANNEN LANE
STA, 1+00 TO 1+50 SIDE ROAD
CURB IN-E- -YPE 1 &
YPICA- "208" POND W/DRAINAGE S-RUC-URE
, ~
BOP STA: 10+00.00
I
I ~ z . STA= 10+50,00=
I STA: 1+00,00 SIDE RD
I
30' ROAD, UTILITY, !
AND SEWER EASEMENT / RO C/L GRAVEL
AD
_ _ - -
r 80.00'
Us
- - - -
STA 1+10
GRAVEL A2tA f 0 4
30 EL=2021.11 ~
~
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~
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40'
in
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- , }
POND BOTTOM ~ ~O o
EL=2020.0 TYPE 'A' DRYWELL ~ cU
MIN. AREA 600 S.F. STA 10+00 (14' RT,) (o
RIM EL=2020,5 9' wRE/v
DRAINAGE EASEMENT TYPE 4 FRAME ' lp~~ C%c IT- ~ & G R P T E oF was~,~,~
CD
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e=89*43'07• L (
R=30' , 15'
~
T=29.850' L o /
L=46,98' - - - - -
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IMsr uo caratm
(509) sr~►-ee9r
SH-R- P-A~ SP-94-87- ~°~W"~~°N~°i
PROJECT NO • IiAHA 0001
` r aaa J= IM
, GRASS TURF INSTALLED
CONCURRENT WITH OCCUPANCY
EDGE OF OF ADJACENT HOUSE
GRAVEL EASEMENT '
LINE DRAINAGE EASEMENT AS
VARIES J4 SPECIFIED ON PLAN mi
EDGE OF ROAD TOP OF
ELEVATION POND ELEVATION
3=1 \X %
ON"
Lr) / I o ~3r\ ' 3i1 MAX
v
8' MAX, POND BOTTOM ELEVATION
DRYWELL* AS SHOWN ON PLANS, ALL POND
FR~M EDGE GRAVEL BOTTOM AREA TO BE LEVEL,
)KPROVIDE FILTER FABRIC (AMOCD #4545 OR EQUIVALENT)
BETWEEN DRYWELL BARREL AND DRAINROCK AND NATIVE SOIL,
TYPICAL '208` POND W/DRAINAGE STRUCTURE
NTS
PROPERTY LINE EASEMENT LINE
10' 20'
.
~ 9/ 91 ~ 1' 1,3/ 8,7' ~
c'fl
TrA ~ 2% SLOPE . tl MAX,
REMOVE 8' OF TOP SDIL IN In~z
AREA TO BE GRAVELED 6' CRUSHED SURFACING BASE
COURSE W,S,D,O,T, 9-03,90) TYPICAL 18' SECTIDN A-A - BANNEN LANE & SIDE ROAD
NTS STA, 10+00 TO 10+90,01 BANNEN LANE
STA, 1+00 TO 1+50 SIDE ROAD
CURB IN-E- -YPE 1 &
YPICA- "208" POND W/DRAINAGE S-RUC-URE
. ~
P"-RANSM--"- "-A:~
Date Filc
To
Subject
S W4 99.241~0
§)(VCD~2 Item Copies Uace Description
Z
'00 4wPbf j~/ /
er `7'r0.-s9 / Ye ~ ~~tr~~ .Z✓r~ ° ~'t>a-j
Remarks 40(11 / ~/~(l/~~ ~ ~ •
-Ab -'0/2~
~
~
r;~`• _ n-I ❑ As }-ou requested KFor your approval ❑ Return requested
ra , 0 FOr }•our information ~ For your rc<<icw CJUN 2. B 1994 ~ .
, Fron, -
U~NE COU' ~ ~'010V 049- ,
DAVID EAAN ASSOCIATFS, INC.
A PROFESSION SERVICES CONSULTING E7IM
OEFICES [N OREGON, WASHIN'G`CON, CALIFORiNIA AND ARIZQNA
WEST 110 CATt1LD0
SPO[CANE, WASHINGTON 99201
(509) 327-8697 Fr1X (509) 327-7345
~
!
-
S P O K A N E •o'~~ C O U I~7 T X
_
OFFICE OF THE COUNTY ENGINEER • A DNISION OF THE PUBLIC WORKS DEPARTMEM
Ronald C. Hormann, P.E., County Engineer Dennis M. Scott, P.E., Director
. REVIEW COMMENTS
TO: Larry Olson, P.E. - David Evans and Associates
.
FROM: Chris Reich - Engineering Development Services
SUBJECT: Short Plat 871
DATE: June 27, 1994
A review of the above referenced project has been accomplished. The list below is a
summary of the items that need to be addressed. Please refer to the enclosed check prints
for complete comments.
1. Provide an easement for the ditch around the turnaround. You may use a 30'
easement for the turnaround to match the other easement. Revise the
cross-section to coordinate with any changes to the easement.
2. Station 12 + 90 on the left and right profiles are incorrectly located.
3. The label at centerline station 13 + 27 is incorrect. According to the plan the
centerline of the pavement would be approximately 13 + 35.16. To avoid any
confusion just show the center of right-of-way at 13 + 30.16.
4. The'drainage language for this plat is enclosed. Please forward these to
the person preparing the plat. You may chose to file as a separate covenant
or include on the face of the plat.
I have included the mylar which will need to be revised. If you have any questions, feel free
to call.
W. 1026 Broadway Ave. Spokane, WA 99260-0170 (509) 456-3600 FAX (509) 456-4715
7 RANSM-7 7A---.
Date j u~ / / . / ~79:~e
File 0'a~f Q er'>Ce3o ~
/
C4 Project e571 Subject
CDD~ O ltem Copies Date Description
4040,11gy - ~ ~ fe w/~WAW,"
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Remarls
❑ As }'ou requested '(For }rour approi^al ❑ Return reyuested
❑ For ti•our information ❑ For )rour revlew C]
From
,
DAVID EVANS ASSOCIATFS, INC. ~ JUN 1 7 1994 :
A 1'ROFFSSIONAL RVICES CONSULTING FIRM C '
OFFICES 1N OREGON, WASHfNGTON, CALIFORNIA ArVD ARIZONA
WGJT 110 W1ALDO ' VPOiUAW't
SPOIGINE, WASH1vGT0Y 99201 • - ~ ~ - "
(509) 327-8697 EAX (509) 327-7345
f
,
S ~ O K A N Ef C O U N T Y
.
OFFICE OF THE COUMY ENGINEER • A DMSION OF THE PUBLIC WORKS DEPARTMENI'
Ronald C. Hormann, P.E., County Engineer Dennis M. Scott, P.E., Director
REVIEW COMMENTS
TO: Larry Olson, P.E. - David Evans and Associates, Inc.
.
FROM: Chris Reich, E.I.T. - Engineering Development Services
SUBJECT: Short Plat 871
DATE: May 12, 1994
A review of the above referenced project has been accomplished. The list below is a
summary of the items that need to be addressed. Please refer to the enclosed check prints
for complete comments.
General
~ The owner or applicant needs to pay the $100 final plat fees before
further reviews can be conducted.
The developer needs to sign the plans for final approval. This can be
~ done when mylars are requested, but I just what to make it known.
Provide evidence of coordination with the electric utility servicing this
project. You can provide a copy of a transmittal letter to the utility or
state that the company will be provided with copies of the approved
plans. Another option is to add a note to the road plans that the utility
company will avoid placing transformers or control boxes in the swale.
/4. Provide a blue-line copy of the final plat map to verify the easements are
shown on that map. -
Road Plans
4. The private road will be called Bannen Lane. Please revise the name
shown on the plans.
`6. Add the following note: "Any conflicting utilities shall be relocated prior
to construction of roads or drainage facilities."
The cross-sections shown are incorrect. The private road easement
-
/ should be 30' wide.
_t'8. Provide left and right profiles to verify the cross-slopes.
~ The minimum grade should be 0.8%. If you want to use a grade less
than the minimum, then you need to add a special note that states a
licensed professionai surveyor will verify the grade prior to construction
of the road.
W. 1026 Broadway Ave. Spokane, WA 99260-0170 (509) 456-3600 ' FAX (509) 456-4715
. , A
Street name sign is required at the intersection with Wellesley. Usually a stop
sign would also be required since Weilesley is an arterial, but since you are
using a cement concrete approach it w+ll look more like a driveway. Therefore,
a stop sign is not being required for this case.
~1/1. Turnarounds that are substandard are required to be approved by the
fire district servicing this area. This approval can come in the form of a letter
from them or they may have a signature blvck on the plan similar to the
~ developer's approval. '
Provide elevations at the BCR and ECR points.
3. Show the 4' R/W dedication and 16' set-aside for Wellesley
~ on the road p(ans.
~4. Slope and sod from the drywell lid to the swale bottom. This slope should
be 3:1 for easier maintenance.
Draina4e Plan/Reoort
T'S. The runoff from the west half of the road needs to be addressed. You can slope
the entire road to the east and provide a ditch to convey the water to the swale.
A culvert will also be required under the turnaround to convey the water past
that the road. This is the cleanest way to approach this, but other ideas could
be accepted as long as the standards are met.
\~6. The area used in the pre-developed should be the same as the area used for
post-developed.
"1~7. Add the following note for the drywell: "Wrap the drywell and drain rock with
filter fabric (Amoco #4545 or equivalent)."
8. Lot pfans are required for all lots with a drainage easement or ditches if you
decide to use a ditch.
19. Drainage language will follow.
Please return the enclosed items marked "Original" with your revised submittal. If you have
, any questions, feel free to call.
7 RANSM-7 7A---.
Date Filc
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To s ~P_ f`c~'1 Project .~l7or/ / O~./
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Item Copies Date , Descripuon
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❑:1s pou reques[ed KFor ?•our approval ❑ Return mquested
❑ For }'our information ❑ For your review ❑
From
DAvID ~aASSOCIATES, INC.
A PROFFSSIONAL SERVICES CONSULTING FI1tM
OFFICES IN ORECON, WASHINCTOV, CAL[FORNIAANDARIZONA
WFST 110 CATr1LD0
SPOKANE, WASHINGTON 99201
(509) 327-8691 FAX (509) 327-7345
/
SHORT PLAT 871
DRAINAGE REPORT
DEA Project #OPCP0001
MAY 4, 1994
Revised: June 13, 1994
OFFICIAL PU9UC DOCUIUENT
SPOKANE COUNTY ENGINEER'S OFFIGE
OR G Nk~
PROJECT #
SUBMITTAL # _Z.
Prepared for: RETURN TO COUNTY ENGlNEER
ti
OPC4 General Contractors
P. O. B ox 14453
Spokane, ' ton 99214
C~c
A<,•;F V7A~c,~~~
.
s' ~ i ~L'9~ ~'J
♦v L.
.ti1 1
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• s~•
Prepared by:
DAVID EVANS AND ASSOCIATES, INC.
West 110 Cataldo
Spokane, Washington 99201
i
I
~
TABLE OF CONTENTS
Summary 1
~
Pre Development Runoff . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . 2-8
Post Development Runoff . . . . . . . . . . . . . . . . . . . . . . . . . . . . 9-16
Enclosures:
- Short Plat 871 Sheet 1
Pre-Development Basin Sheet 2
_ Post-Development Basin Sheet 3
Private Road Plan & Profile Sheet 4
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,
r°
' - Garrison Series
, '1'l►o (i:4i•i•isuii serics is niacle tiii of suiuewlutt esi:e,six-r.lY
di:611ed, al•;tN-elly oi• stou~~ sc~il~ tli:tt fui•i,ietl iiiiil~~i• ~rusa
gluciul outmisli misutl in llie ul,pe►• purt witli %-olcailic
:iSli. '1'liese soils ;tre oii iicai•ly ]~~~cl fc, iiiodet•atcly slcep
, furruces. '1'lic :uumul pi•ecil,il:it.iuii i5 18 to ?2 inul;es, aml
t.lic fru,t-fcee Ge:isoi► is itil,out 1i0 clays.
Snils of Llie Garrison series ure useil for nvariety uf
cro • :
Garrison ~i•avelly lolmt 0 to 55 pei•cent slopes IGgA;. ~
T lis i, uic QOltlllittllt SOlI ni tlie bpol::une V:►Ilev e.~sr. ~~k
! tlit• c:ity of Sl~oi,u>>e. 11fust sl~~l~es ,ii•e Let~~~ecii2 and 5
pui•ceiit. l:epi•eseiil:itiVu pro(ile:
, 0 to 15 iuclies, bliick, i•ery fri,iLle br:ivelly lo.un ; gra»ulnr
, striicturc ; sli;lil,ly icid.
' l;, - . . . . . . ••ravellr luuui - i~ ~
(44 to l;U i►iclics wullic&►•ed ,ui~dar.tvel, ui►d eobblestoi►ey.
~ The surface color, Nchen moist, ra.nges from very dat•k
' brown to black. The texture of the surface laver is yrav-
ellv or i'ery ~r1ce11~- loam or silt lo:Lm. Tlie Stibsoil r:in_es
in color from dar~: Urown to velloNrisli brown. Cl.iv :ind
' :inie h.lre ftccumulated on theboctoin of the pebbles iu the
:ower subsoil. The depth to tlie tgravel substr:ttum i•an=es
Y`ram 'V0 t0 55 iilclies. .1S 11111CI1 :ZS 10 per•cent of some Ri•e:i~
Coiisists of Bong or Phoebe soils oc• of other Garrison Qoils.
Thic- soil is some«•hat esees-zivel`• clr.iined ancl h.tii mocl-
ei•:ltelr ra.pid perineability. It liolcL about J lI1Ches of
water tliac plants caii use. Ii is eRSy to «•ork. Roots
' penetrate to the la,ver of sand. gn, vel, ancl cobblestones.
1he fertilitc is meclium. Surf:ue runoti' i-A ;low, :ultl the
- li:lznrd of erosion is sli;llt.
.lbout SO percent of the acrea_e ic cultirlted ; tlie i•est is
!I=ed for `razin_, aiid as ftirmsteltls or Stlbtll•ban lots.
'qosc of ilie acrea_e i; irrigatecl. Irrigltecl 1rc:ls are uz-ed
:,►r orchard fruits and berries: cabblrce. corii; can'talotlp,
::1uumberz, celery. and squash; nlleat, o:tts. and b.lrlex-:
111falfa, for h1y ; Lld grass for zeed and pnsture. Dr-Oancl
1i-eas 1re usecl for Nr7ieat, barler, and natire buncli_ra~zs.
Tliere is no difficulcv ui the ute of macllinerr, bLit tlie _
_ravel is liard on tillaze implementz. A11 crops escepc
1e17umes res-pond to nitrozen. :Some crops reapond ro
=111fur, voron, and pliosplioru_z. ( Capnbility unic III_z-? :
T.o.uny ranVe sice: 110L 111 1wOOCI1111C1 _'TOLIP)
Garrison ;ravelly loam, 5 to 20 percent slopes (GoB',.-
::ti, soil has z surf.ice laver to 5 inclies chinner tlt.ln rhar
_ Carrison gravellr loain. 0 to S perceiit -lopes. runotf
medium, ancl tlie erosion hazzly(I is moclerlte.
ThIS soil is used in nitlch the snme n-:ir• ns Gcirri-zo~i
.r;,rellr lo:im, 0 to .i l~ercenc slopes. ( C.lp~tbilit~• unii
IVe-.i :'Loamy :1n~e siie ; iiot in 1~roodl:~t~d zi'OIlP)
- Garrison very aravelly loam, 0 to S percent slopes
+:Gm3i.-This soil has tithiiuler. more _rati•ellr surface l:iver
:-imn Garrison nr.~re11~- loam. 0 to 5 percent Slol~e-, :incl
i,,-►lcls lesa th:~n 3 inclie~ of water cllnt pl,lncs c:tll Llse. TIIe
-.•:irel clu=es estreme «-eai• on tillage machinert•. _~S
percent of Some 1re~1; consi;cs oi oilier G:irri~on
(C.1plbility unit I~~e-3; Shallow r,ln`e sice; not
11~3 woo(ll:lll(l _rouP)
Garrison very stony loam, 0 to 20 percent slopes
"-f'his soil holds les~ tli.ln 3 inches of i1•:~ter th:~t
_ o;
n .
t►lanc; c:ul use, lilcl it is tao stony to be cultix-ared.
iiiitch ;is 15 percent of some areaS consisc-z of otlier Garri=on
and as mtlch 1; ? Percent is made up of nranite
ouicrops.
Tlii., soil is u~zed for _razin_. (Caplbility unic V,
~:-li:zlJoR- ran(ve site: noc in a wooclland ;roup) 2r
a{ Ca I„i 0 ir,l C)
~=.1 T Im' :c h•i ~~i E. T I~iL7 D;..~" Cv I`I ' t` s•3 C.~l~: D iS :I13 `•i F'r' D J r~ ti_ ° F' 1::: C r:f i:)~':i :1.
_ D1= _l.' P•i "f (a rI BASI itia E A a ? N,. 4=' F-.' 1 ) E`•;
I)E.a .1. GNl''_.FY TJ L_13 0 h.!
- N I i 1'riB0 F D FiYi~J E t_{_S F"F'0 PO 23 ~D DHT(- a 2--Ap-r°-'-j4
C) :_J i. gle t:d p C_7 D!_ i uh l¢~' (~typF? .
j c-tWa .S. f ~ i~ t ~ <„1 : 1 ~W ~ tl f. 5 t_ e Hl j 1.74
"r e i 14, ( Y.1~t~~~1 . i~' ~ f"l.L I t L•} h_'_ ~ 1- Ll 1 j .L t .L~'c.3 i (
( .i. 'MM ;..l ~i¢ . n . a u 3. 1.~-J
C E. e U I .t t 17
T i. tn F-w~ -f C: nc rn in: 113. 1 F,
I { : r~ r_•. ( H i _ f ! = i . 74
t.-' y F-; ~ ~zti::-r C). 17
T ; n n e r v :i ~ k-t w A t-~ -A ( s q f t n c:)
V cd L.t (T7 h:' F'Y -7.- v 1 C{ e: d .d: t', y % C) S't i fl :
Are-t:, Fri xtor u2."D
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r, 731
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15 _j C) 1.77 C? u 52, 604 604
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W) 100f) L 4 4 2e..
,::i 15 12 100 1_I Aa ~ . t ~ .4~ - 1 •
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~ " 24 f-lfl (J.1132 q 6319
~'1' ~..i _ _ n 2 'f • „F :
4 25 i_5/ Cy!_! l„1 61'"11. (
W) 30(,)0 (_7 .68 e C) {,4 f~} '.:a
:30.ti_ 4.) ~ 1- I . C1 667 ~~&C, , s s .J c..' 0. E+ I ' . 1 l= `t'_}"::! C" 01 *34
t°.- _ _ , ; .:y ; .
l~~ ~ 4200 ~_A ~ t_~ t::~ f._~ 4_? i
~ { 1 C~ . 58 0. 171 757 J 15 '
^'G 4 5 C)f_) ()a5-16 0 QI Cn 7B C) f 1 ,'E;_ ( )
SO 4800 t.) a 5 '_ti . 15 % iB A. 8 4,-
r r 4 i c-~'~ ~ r-~
C~ ~..i 100 ( to W ~ ~ iW S i 1t.
30 ,..J C) l_ ~ 4 15 7 •21 r'
t r ~ .i C_ ..J
'-a c ~ ~•„1 l_) '-t d ~m~ 0 a ~ ~ ~ :_1 ~7 tL
4 l J„ ► I ~ C7 3.,` 1E
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f ~ °1 ' ~ 1 .~i I.". ~ a .L~
Requ:d l` } -:?d grw`ss`,' F_ ~dJ ~ : e i Cl ~ ':s ; ~ ~ Y~ •a~~( v t+ 1 °•_l I i e
f -
= 1: rn per vict t_a M Are<=ti . . :i n 1:2 ir .f Q. f 'F
p r'-'v a d`-= C U
RECRU_,r.LVi^f'I F•e 10 1i,Ei iR 1.~1..»•e~_ ~...:~V L 1 0 F:.1°~
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~ ~ n I L 2 • ` ) +I i / 41 Y. 05 C1 0 fM1~
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, L... 1 (A.) Z (..)a 5.... 5
N A.) C_~ . 4 L" , f ) i..t o ()f..) f:rCe
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cy - l:) „ t,)i,J 00
- Tc e. ,i = 13. 1i . Cl = t ) i ) . 00 i t_5 . 00
ro -t c.~ 1. {-i (Yl p i r 17• i i
! L. j. r: j:+ Tc g uf = C)p r=){ ? 1.74 0„ 17
i T -z 4" 9.~ 1v a .l E•;,~
13 r' ) Q C: * j * M C~ . 5E
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- - e`EP (Wtia t j '"EN d. I + t:.2)
. i e L'.. t i:-_ {;J p f-~t' 1 fVl" , • ~ •r•• °~4 -Q- ( 1 'i, t ~ t J ~ ` ' ~ . r ~ 1 f~~ t. ~L I~'1
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r 1 0 n ~ r 1 ~J f r...- ! s p h a I -t-
ss i c) i::9 j. ~a t_t c-i :i n ? :t S :l F.i C, 'f g L! 't: t r
~
n,-C7WSTF: :E I`-.lG METHOL,'- t: F:[ FIT-`' 'Y'F=.A)R S"I"ORh1 IDLSI GPW) F'F:(D J E Ee:T ~ Cj'F•t~.:vc-->>.=ii t 1
DETCNT ION BASI C,%,I DF fS BAS:[ N: F'F F.C;1
D E S I G N' r: R 0 L SC, rd!
NUMBER O1= G R',f WEL f_ S F'!r: OPOSED d:; 1; P) ..04
S :l. f 1 -g 1 e -F y p ( i Di:i i t [7 li? l, 'F~pe B,`
To'~ a.'. P1 i' ea c.. 7. a E, 'i ) 1. 7.}
, T i ri i p .r- 'f i--: rt ~:;1 c n i ..w e r H 1 ) 3.3. 1 E,
ct • ~i ! t.~e 1 t i
.
1-:._.rnr,..--,si t e r-A 1 s ,
T 1 me f C•~_.~n n c rn i n.) i+..: . i r
y i'' f-? r7 h-i l~ r_ 1e i C
-7
F...• 4 f Wv.. t I_I -r- (Dn.i. i
Im pe1 vicus AI' e-;a (sqo fi tn .1 C)
'v' -:a- L u m e F' r~~ ~ v i ue c!
D i_~ ~t 'f, 1 f ~ ~ ~ )
A r.. e ci LA f...~ r-
4 t it ~
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1 ~G r' e
n
' ( (Tl ? -1 , t- r. 7. ~"1 I'-. fi E. f_l . P l.A '
i, # I r, C-) A E,_ P' afi ? . a~ i E, 7
113. , i w ^ ~ .n . t _ ~o . T ^ 46
~ • . _ ( ) nY ~ 7 ~ . _ . c:. •
~ r_- -y ; = . 5703
3~_!~..+ 4 u tJ L 1 o 4 ~ l~l ~..1 ~.,ti . .i 1;; ' r' ,_i "7f~:' a
i, r~.f ~ ~
843 f.. i3 1 '1
C y r. 0 C) L a 1 9 T 0 n 5 L~ ( 3 -J. '-.li 1..~ ~ 14• 19
"'.1=.' f I:.~1";(_", ~ 6-7 n °f u ~i r...~ ~r y..` ,~1
,t_ .1. ! l v' _
130 1 i=.' (y i_ -1 i 1-6 ' .t . 43 "B
••-i C a- 1 ~-1 r^5 ? '-i,-
v ~ .t'. ~ ~{.1. u . J ~..'u +:5/ {y{ i.~}....~ i..: ~_y
~.l
. . . e
"f• c3 114 (D t L i t n L.J r i• i 9
~ j.lltf-i .27,10 1 7 t }
iP 7'-4 .
55 23300 0.. 9 0.27 3 r i•_• 0 ~9 5
'-y
,_C3600 -,i-; " r:C~1~~
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SHORT PLAT 871
DRAINAGE REPORT
DEA ProjECt #OPCP0001
MAY 4, 1994
PrEpared for:
4PC.-0 General CcntractoY•s
P.O. Box 14453
Spokane, Washingtoil 99214
pF W~ki,4,Cr l~
OFF(CIAL PUBLIC DOCUMENT
SPQKANE COUNTY ENG(NEER'S OFFIC£
28N. fl ~/~✓9~ OR G NA.
~
,s;~~►~ ~ PROJECT # ~
SUBMITTAL # ~
NA -
- RETURN TO COUNTY ENGINEER
µ
ti a...
>7-~.t ~ -.1
_.,w.,a.,.,,........ _ _r.
Prepared y:
DAVID EVANS AND ASSOCIt1.TES,, INC.
West 110 Cataldo
Spokane, 'vVashington 99201
TABLE OF CONTENTS
Summary 1
Pre Development Runoff . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . 2-8
Post Development Runoff . . . . . . . . . . . . . . . . . . . . . . . . . . . . 9-16
Enclosures:
Short Plat 871 Sheet 1
Pre Development Basin Sheet 2
Post Development Basin Sheet 3
Private Road Plan & Profile Sheet 4
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Gai•rison Sei•ies
'1'liu Crti•i•isaii sei•ics is iu:►cle ii1) of su,newli.►t cacc.,sive1.y
drai,led, aravell~~ oi• sto►~y sc,ils tli:it fui•ine(l ~~u~lez• ~rAI»
ii► ";l.~cil~l ottt%>>:~sll i„ixecl~ili tl►e ul,pci• iri.i•t AvitJl v01v;►ilic
:tsli. '1'liese soils 1re ait imurly ]evcl tc► »iodet:ately sicK•p
rerraces. '1'1►e anuiial pi•ecipit:itioi► is 18 tu 22 iuclies, Mld
tJio frust-frce sc,isoit is aboirt 170 cl:tys.
Soils of tl,e G.u•risan series .u•e ttsed for 1 raric:ty of
cr t~
Garrison gravelly loam 0 to 5 percent slopes (GqA;. ~
T►~s le QOIl11111111C SOlliu t.~ie ~pol.~ne u ey eust uf
(lie. c:ity of Spol,.ine. Atost slopes ,ti•e betwcc» nand 5
l)et•c:ciit. l:.cpresent,tttVu pru(ile:
0 W 15 incJies, Llack, very Priul,le brAveUy loam ; b►raiwlnr
etructure; sliglillyacid.
15 • . . . • •i~•e 1 • o:~~u • 31~
(44 to GU iuclies+, iuullieyJurml suuc1, gruvel, and cubblestouey.
The surface color, when moist, rnn_es from rerv dark
bro«n to blacb. The testure of tlie surface luver is gr-av-
ellc or x-ery jc:LCelly loam or silt loam. The Subsoil ran2►es
in color from cl;~rk bro«-n to vellon-isli broR n. Glar ,uld
:iiiie h.tve lccumula'ted on tliebottom of the pebUles ui tlie
:ower subsoil. The depth to the gr1ve1 substratum ranges
rrom %")0 to :i5 inches. _,s niuch as IO pei•rent of some areas
~ Coiisists of Bon~ or Phoebe soils or of other G:~rrison aoils.
This soil is some«-li.1t exeessiN-elv dr.tiined ancl ha.; inocl-
ei•:itelc rapid l~erine.tbilit~-. It liolcls about 5 inclies of
~~-ater tliat plants can use. Ic is easy to «-ork. Roots
penetrate to the laver of sand, -mm, vel, ancl cobblestones.
1'lie fertilitv is meclitun. Surf:ue riinoff is sloW, niid the
linzlyd of ei;z-ion is slicrht.
About S0 percent of the ticrea-ere is cultiva'ted; the re=t is
<<=ed for grazing, 1nd as farmstead; or suburtiln locs.
=~tosc of the lcreage i; irri`ated. Irrizated 1re1s are u-Qed
:ur orchard fruits and berries; c:~bba~-e; corn, c:~n~.lloiip,
c~icumbers, celerr, and sc~uasli; n heat. o:tits, ~Zncl U~rler :
1lfalfti for hav; ~.ncl :r1ss for seed and. pn~ture. DrrIa,id
1i•eas 1re usetl for 1r~ieat, barler•, a.nd n:~'tire vuncli,r1ss.
There is no difficulcv ulthe llse of m:~chinery, btiti the
~►r:ive1 is hard on ti111_e implements. A11 crops escepc '
le_tunes respond to niLro_en. Some crops respond ro
-jilftir, boron, and pliospliorus. (C1plbilicl• unii IIIr-?:
T.oany m n-e sice: not in a, woodland `roup) Garrison aravelly loam, 3 to 20 percent slopes iGoe;.-
:'ilissoil h~ls surface 11~~er ~ to 5 inclies cliiniler th:ln rliar
:C-Tlrrison zrlvellv loam, 0 to 5 percent slope-s. Izunoff
meclium.lnd the erosion Iiaz.lyd is moderate.
Tliis soil is used in much tlie same w1y 1s G.trriSon
grrax-ellr Ionm, 0 to - percen't slopes. ( C.lp~tbilici' L1I11t
I~'e-3:'Loa.mc ran(re site; not in a «oodllnd zroup)
Garrison very gravelly loam, 0 to S percent slopes
(Gma).-This soil llas a, tliiitner, more _ravelly ;urface layer
dian Garrison ~rave11v loam. 0 to 3 percent slore-s, ancl
1101ds less than z) inchez of «lter that pl:tnts c.ln use. Tlie
_!•:~cel cauSes erti•elue «e.lt• on tilla_e machinery. _~S
. lirh 1s , percent of Some are1; consi=ts o~ oclier G.jrri~on
.:Is. (C:1Pabilite unit IVe-a; Sh111ow ran,e sice; not
111.1 w00dl.111C1 rrroup)
Garrison very stonv loam, 0 to ZO percent slopes
;--.rn3;.-This soil holds less tlian ;i iiiclies of witer that
pl:uus c1n tise, and it is coo stonv to be cultirared. S
in~ich ~ 13 percent of some ;~reas consists of other G1rri _1son
-zoilS, ancl as miich 1s -2 percent is made up of or:inite
outcrops.
T16: soil is usect for rcrazinj. (C:1p1bility unit V, Ir-? :
Z.halloR- rangre site: iiot in awoodland ;roup) 4
Wi )WciWc i
~
BOWSTF: I r.lG* rIETHOD C.TENN YE~aF: STOF'M DES I~~N F'F'OJE~_ T OF'~= 0C~~~) ~ i:I
DETENT I 01~ L~AS I N D 1,1~! BAS I N: F'F:EDE,J
DES I G*NEF: OLS0N
NUMBEF' OF DRYWEI_LS F'F:'OF'OSED DATE e :~8-Apr -'~4
C) Sinql e(typ i) DOub I e( t~ e L=~)
T~ ~t a1 ArPa C a1 . see H 1) 1 .
T i m e ofConc46: a 1c. ? (s e e H 1) 1 230 16
CciITl poS it e "I_ " (ccl 1 c4 ) 5 ee H 1) ( ) .1 %
Time ~~f i=._.nc. tmin:~ :t^o 1E
AY ec3 (AcY PS ) 1.74
1_:1 Fac't oY C_)o 1/
Tmpervious Area (sqa fto) C)
V o1um e F' rciv i d e d 2c=)2: 0 s tor m ~ ~ y
Qu ~ f 1C-w (C fSi)
ArA a * i_ " F actor o,29
# :l #4 #5 #F., i
Timp- T:imP Intenszty G? dev. V in out StoraaP
:t nca I nco
(m i n s e c n :t (i n . f h y . f s ~Z Li. -i t . C Lt. -F t 4 U., f t . ~
# 1 A •4- C: * # 3) t: G' t_t i.' f . * # #
13. 1 6 78'D 0 7 ~ 1.94 ' p `~Ji ~i r` 3.a i'~jw f-~-
5 3ciij 3 e 13 0e9210 :3 i 1'
1 i ) F t_1 . C_~ . 6 ~ ~ J f"'r 0
c F
1,.~ 010(_) 1 r~! c., C y r
i ) e .J.::. 4 ~ s 1:1
120C) 1.45 4
1(_y 1 a w 1 ...7 ..c.J G .r J C1
~ ..~.1 1 J C
3C) 13t„) i , t_) 4 C).30 C-1.~ 8 lj
J 5 i. d QQ 0.91 0 • 2'7 lJ i ,.J L„1 1'. Y. 2: 3
40 4 0 0 C e 2 4 639
9
i ) i 3 t~ A74 G4 1 i~4 1
5c~~ ~ ~ )0i y i i » 68 C-? . i i ) t=, 4 'D G 49
J c ^3 C-) i;. i;4 113 F, G 7 c;) GG ? 6C) ~ E i y i) C1. E.,1 0 e 13 G 8'74 6 3'9
C C C ~ w ~j l 1 C_) o ~ l~ i v r_~ ~ ..~-J 0
crj 4 ; : 0 0 i ; . 5 3 ~ y . 1; 757 C) 757,
75 4 ~ o i) i_). 56 0 v 1 k 780 c_a 78 C)
8 i t 4800 . CD0 15 784 0 'i 84
35 51~~)0 (_1, J':;.' i). 15 BIc 5 0 81~
,30 54~~, i:) 0.50 0.15 8:-18 8:~' ~
'35 5% i 3C) i;a ,1:~ 1=1 i y e 14 S54 t 7 354
iC) ci Ec") 0 ci i>. 4S 0.14 a?'D t:I 87':
URr~; I i\lA F'O l~ID !~Lt_ ULf~T 10 h.IS
_ 1=:ea+_tiFed qrassy =.wale pond storaq? v,D3ume
= I mpe r v il-JUsArea x .5 :i n 12 i n o ift.= c~) C Lta f t -
prov id -edn C) C ue 'Ft -
URlr'WELL REL?UI f='E"IEr.{7S - 1C) YEi R I7rS:[ Ghl ~TOF'M
Maximum s~~~fraqe reqLlir-pd bv E~-Dwstr ina t n
Y' o'V 1 di= : 0 C Lt e fta
s
T I ME OF i= (JnIi=:FhITRAT I OIV (m i n ut eS)
T.= (<<ver 1 an d ) Tc (qut t (--r Ar eas
• f ~
C t- • 15 L i - c~ ,Qu 114;M9s c)o 05 5 c_) p9 c_a ✓
Z 1 = C) 104 A 4ds~ ~?,e 1.17 C)
_ ~
L1 ~:A:~ _ 3E~ ; Z2 _ - c-) P~.sfart i). 5', C).
hJ A:~ - 0.4" / E~ - c i c~) , r._~ i) (e~ e i~ c~~
SA:~ = s), t~c:►71 n ~ C) 0e cii~ ()o ou
C) oA c)(-) C)y t )C)
Tc c:A) - 130 1EV d - i) uo
Tot a 1 a1=:1MIm p 1117 L f. (B) _ C-) T-: r: q ! t:~ = i ~ , 0(_~ 1.74 C ~ n Ii
NB) - Tc (r;+B:) = 1310 1E
C? =i--:-m- I *A= C' . 57v~~-
Tc (tcrt o1'123. 1F, J G? est. i - 0, 0(")
Ti- c:Ec i= un I n t e n s i t y 1. 'D4
A - Cf
W F' _ EIRF'
F' - E F: F:
v' = r F' F'
T~~ i:t ot::~1 :ti T~~ ~:.:~v~r 1 and:a + T.s c:q~.!tter
Tc !:qU? _ EF'F'
T~- (over1 an d ) E, )
a (est ? = EF'F'
Ct = 4:) a IL 5-) L1 - Leriath c-f Ovcrland Flti-w Fiolcinq = cJ.
N
Y 1 i~ '1 f l f ti~ 1~;~i i i'~ Ve f Z c1 Cl l~ f ? i t 4J t. fi!►1~ c~ tr` l'~ i' Q@ l~ Y c? = V? 1'
S - aver-aae- slc-pe of ovcr 1 and -r 1 ---Iw
Tt: qutt- er- i= I_ enqt h (1° t.)iVp 1~~ic-i t y c: ft o/~~---e i/ r0
B = Br-ttom wa.dth of qutter --,F ditch ~
Zjl. - x nve fse cifcross s1~~~ e on e c-f d i•t ch
Z :2 = i n v e•i-se of cr ~~ts:-is =1 c-lp e tw o of di tch
d= depfih of flow in gLitter- (~s-stimat~, check- e=timate with FXf,ow:)
M-r- a - d * B +d 2 /:::=f 1 -+7 ~7-
We~ted per- i m ra ter = L~ ~*d+ c: 1 rsi n c: atn ( 1 i' 1):~ -4-1:' s i i-i (at n (i i~ x2):?
Hydr ea u1:i c F'adi uS = F: _Ar eal Wz-t -G zd F'e-r i met er ~
Veli ic1ty -
F loW = U Z oc1 t y*AY P_ a
n= 0.016 f-Dr a s p ha 1 t
s= 1on qi tuc1 i n al s 1Op e Of q u t ter
~
~
~
BOWSTRT NC-3i METHOD (F I FTY YEAF' STOFRh1 DES IG3,hJ ) F'F:OJEi= T 4 0 F'+;:0~ ) C-) Cj 1
DETENT I ON BAS I h! DE .3 BAS INe F'F'EDEU
DES I GPJERd OI_SON
NUIhBEF: ClF Dk:YWELLS F'F'OF'OSED DATF_ a 2:8•-Ap r-'94
C-1 Sinql e(typ 0 DC-Libl e (type EF:)
Tot c-k1 Ar ea c: c al ce(see H 1~ 1.74
Time of Conc. (ca].c .(see H1:) 13.16
I-':i .Rlp.=.5 1 t e "C:" (ccZ lc, ) (5(?e H l 0.17
Time .--.f C:~ In-:a t:min:) 1~d 1G
Ar ea ("Acr es ) 1.74
C ' F,-:k c t --I r t ?
I mper v iOus Ar ea (sq o f t oC)
V01 ume F'r c-v i ded r)
0Ut f 1Ow c: C f s:) C'
A r e a * t=: " F a_ tc- r 0o2';
#1 #_2 #w #4 :45 I#E # i
Time Time Intensity G? dev. v in C-ut Storaae
J: ri r . I n c.
(min o ) t~e 1=„ in o ihr o c fs ~ i_<f•t o ft . t:Cu„ f t n ?
# 1 60 A *C:*# 3)
t~ 'r.___.~.__._r'j.o ;_..._..~._._.__3a.~,._
1 n t'J~-__~~~'~ ~ i ~
~ '4_^' ).3 `C3
~ ~C-) I 1 4. 58 1e34 J.~t..i t j J«fl O
1 60i=1 3 o ' i ) o 75 :l f=) c :I.
] 5 t t ( ) 2.4- / 0.72 343
!_1 8 423P
i ( 1 i _f 1 • 9O C)e 58 {i.~49 1..~ 49
.w ~1 J ~ ' ~ 1.6 ~ C)r 49 a tJ 2 i
3C_) 1 iaC)f l 1.46 C). 8.9.4
35 ~ 1 rY_, 1 0121) t i 0.38 899
4C) (
) )
1 „ 8 3~- '1:l
{ a n ~ 1
i) ; t i t i t~) 1. ~~)t~1 54 r=~ 5
.
c c ~ ~-s ( ) I_ -3.'D-, t 1.
959 ..i ) f_ .t % .r~ .
..J ~
.J
EC) ~GCic i i J. 9i CJ. 25 983 o '993
65 "~J'D()c ) ~ e 8.2 C)e 24 91.38 c 3 '~'~S
7 c=) 4 2Z 0 c:) 0.80 C).23 1044 0 1 C)44
7 ; 450CI 0.77 C) 2 c ) 7 ~
19i ) 4800 0. . ; ;
85 5 1{_) ( l (_J w? ~ ( l o.~, 1 1 12'31 C.) I 1 ~19
lnc_y 5~. i)c~> t i„ 7 i a 0 e:~.' I l S'~ r? 1159
95 ~ 7 i? i_) 0.613 C)a ' i~ 1~ i
I C-) c i F, r ) 0 C.) ().67 0. 20 t :7 :7'c C) 1 2 r_-l
DF:AT IVAGiE POhlD CALCULAT I OhIS
F'eqLti red qr assy swai E pond stor aae d~~~1.1L.Une
- ImperviOus Area x .5 in„ ; 12' in A! ft e- ii _Lta t't o
IA'r cl s'l sW a1~ po('1 d VO1 Ltm c P Yo`J 1 de_ d--f_)
DRYWELL REQUI r EMENTS YF' STORM
y
s-tor..ge reqi..iired bv ~';owstr inq 'E rt
7
T I ME (7F CONi= ENTF:A'T' I ON m i n ut es
Tc (~~-ver1and ) T.= (qUt t er Ar eas i~
C: t - 0. 15 Li ^ (7) Bu~~/d~h9.S-0e 0~,~j
Z1 4A,,dsGQ/,o_-"1n 17 t)~ IC)
L 1(A ) = '13 G 5 L 1 o p
t f t_~ u J i C)n25
IVi:AJ = 0.4 9 = c~ i) , o i:; i)o 00
S(A) 0i)71 n - 0 0o ()ia 0. i)0
s - t) 0.00 i;, c') t:)
' Tc (A) = 13eIF, d = ci c_), oo 0, 00
Tot al A C o mp " C. " ✓
I_1 B i= i~ Ti, U; - 0 . CaC) 1.74 0.17
Q T A + B) :l E ~
S (B) _ o 0=1= *I*A- o, 8s i
7c c: ~~~fto1~ 16 n j: est a:~
Tc CB i= c_y, O1D Tntensity 2. 74 ~
" a
W F' = C 1=:~
F: = E F: F:
V = cr:r-.l
T c (t o'~ al- T.: o`/ e1' la(-► d + T C (Q Utte1' ) T I: g Lt 7 = ERR
T c (ov e r 1 anc+ ) - iM ~ # L i # ha J S i;~ . ~ • . C(e s t) = E RR
i_t W i1e 15
L 1 - L e ngth -:~If Q v er1an d 1----w H-D1 d i n g = 0o~~~
1\1 fi" 1 ticin fc1 ct o7'' ~~i'vt? i` Z a11 d f1 + --Iw (.4 fo1' a*%/(? rll~:= l~ i ~ .~15 s i=+_i~ft~ Y'
= aver aqe sl,--pe ~+f ~,,ver 1 and fi ~ ~~~w - _
T c (q utter) - L en ta t h (ft e Ve ~ ~~lc-a. ty r. 'F ta /se c. ? / 60
B = L~ ttom w i d t h of r-Iti t t e r or d i. tch
71 - 1IIve1rSe ot c('or+'.r slope one ~~-f difich
i : ' = i n ve rse of cr oss •E w o iz-f di t----h .
d= deptl'i of f 1ow in at_tttRer (est imateq ._hec!-:: est imate witt'i F;c,w)
Area d*B+rJ `-2';:::* t: L 1+ Z:
We'll-te-r pera.rneter - B*d+E1f :inf:,_-itn(1%~~
!-!ydr ayZ z c F:ad i us = F' _ Ar ea; We•t t ed F'eri met e-r
',1z1~ ~city = 1 . 48E/n*R=%. GE7*s•"•. 5
F1 ow = Ve1 oci t y*Ar ea
n = ~~,irlG for as.pf,alt
s= 101-1g:i t u d i na1 s1izip e of g u+, t e r
8
~ ~ ~ l~~~.,,,,,.~.►-s_ ~ ~ ~ i ~
~ r f
py• YY ~ ~ ~ ~r~
~ _~r~„r'~~ ~J~~~~• m.o' - ry ' ~r.~.r+ y..
f ~
rrya.' 1 ' _ I r„°' i _
- ~ ,~yw.~,'
. a...- - -ayw•
~ r, . r- „ ' ..r ~ , ~ . ~ . ~.Y.w~~°" ~w ~ , ,,.a r ~
,..1d+~id-' r
, ' ' .a~ _ r 4 ~ r ~
~ ~ _
~
( „ y-'~" fl~ ~ 1 -i-~ ~ ` ~
~ , _ ` ~ ~ ' ~ ~ ~
~ ~ ` ~
_
-
~ wr, r
~
....o- ~ "r V y ~ s
.~NZI`
- , . _
~,o,.~...~,,. ..r•.'~"'
- -----T
Y r' • _ ~
• ~ r ~ ~
. . ~ ~~rM~ .T ~ ~ ~ ~ • ` r •.N>O.i ~ ' -I ~
~ ~ ^ • - rt' '.IyrP'~" r+' ~ ~
1
~-ji
,w.,,, o• ~ ..e
1 - ✓ ...r- ~ ~ s......~° ~ ~ r ~ s- ~w~
\r
~ • f .r.o..rs~• { i tis~ 1
~ ' • ` ~ ~ ' ~ l ~J~J . ~ ~ 1
N _ty~.r.r.+` ~ ~ . y i...... ~ .
~ ~ .
^ ~ ~,-~"""'e ~ • ' ~ i~ /Q~r~ . .
~ . - ~ _r„~. ~ ~j _ . ~ ~ _ ~•y^"
, ~ ' ' ' • - ~1 .
_ ~ ~ ' ~ ~ ~ ~ A - M ~ ' . ! ~,.+~-~+"°'~~..~.~.w^ , n.~.A.-
~ • . . . ~ ...v ` 1 < ~ ~ ~ , . . r4 ~ a,:i i'°°d"'~c-rx~+ r_ '"d"`
I
, ► + ~ ~ ~ ~ !
, S
` ; , ~ 1 ~i ~~o L~..;, ,
~ 1 ~ .r C"`Gt' ti o ~ 1 ,1 ti • ~ ~
, 1. ; 't _W 1 S ► ~ ~ ` op
- ~ ~ ~ ~ ~ ~ ~ ; ~ I ~ ~ ► + ~ ~ l i , ~ ~
;
"y ~
y t ~ + ~ ~ ~ i 't ~ ~ ~ ~ ~ ~ ~ ~ ~ ; b ~ •
~ t
x ~ . 4t A ~ ~ i' l i ~ y ~ ~ `i ! S• i ~
.
~ ~ ►~ct-- ~ 1 , ~ i ~ ' ~ ~ ~ t ~ ` ~
,
a ~ ~ ~ z
~
r ~ 1 ~ ` Q ' ; ~ ~y~~a; ~ . , r t ~ ~ • -
~ S~ ~ y ~ ~ /S ~Y • v~~ .~j ~t b ~ ~ ~ t ,
! i s I~ry ~ ~ ~ ~ ~
y
f- t ~ ~ ~ ~ / A ~I ~ ~ ~ tF t
~ ~ _ ~ ~ . 3►••-'f - ~ ' ~ ~ ! 'Ao'', ..r--"-
~ ~ ; -4~j ~ ~ ~ l ; I:.-~.~:-' , ~ ~ • ~ ' ; ~ ~ 1 ~ , ` '
{
;
a ~ ~ A r T 3 4 M # } ~ ~
- , ~ P-
~ l 1 1
' ; ' • ' ~ ~ t ~ ~4 ~ '`y t ` ~ S
C('~"
~~1~~AN ~
,
~
9 y ~ ~r Li
1 ti ~ . ' ~ ~ 4 ~ ~----~~V
a .
Y
~~;I,lII~i► ~
1I~1~1~ I i ~4
~ ►~~~1 Ill - ~
~ e ~ ~ I l 1 ~ 1 ► ~ ~
~ ~ ~ , ~--1 ► ~ I--'.~ l 1 i ~ ~ , ~ ► .
~ i ~ ~ ~ ir~ ~ ~ ~ ~ ~ ~ ~ ~ ~ , ~ ► i 1 ~ ~ -
11~~~ tiil ~ I
, ~ ~ ~ ► ~ ~ ► . I i i ~ ~ ~ _ l ~ ~ ' ;
► 1 I f ~ ~~~D~ l ~ ~ ~ ~
~ ~ ~ ; ; I/.;~ ► ~ ~ ~ ~ ~ ~ ~ ► l ~ ~ i ~ ~
I ri
I 1 1 ~ ~
i i 1 I ; t ~ A4
I I I I 1 f ~ ~ f
; ► ~ ~ ~ ~ ~ ~ E 4 ~ ~ ! ~ ~ , I ~ ~ ~ t ~ , ~ , ,
~ r ~ 1 I ~ ~ ~ I ~ r ~ ~ l i ~ 1 I ~ ~ ~ ~ t ~ ~ ; ~ ~ ' ~ ~ , t t ~ ~ ~ ~ ~ ~ d ~ ~ ' ~ ~ ~ ~ e ~ ~ , ' ' ~ ( '
# ~ ~ ~ ; ~ ~ ~ ~ , ~ ~ ~ ~ ~ ~ C ~ ~ ~ ~ ~ ► ~ 1 ` ' ~ ; ` ' ~
~ j ~ , ` ~ ~ ~ ~ ~ ~ [ ~ ~ ' ~ ~ ~ ~ ► ~
~111 1~~~ ~ ~ ~ 1► ~ ►
~ 4~! ~ 'f I~ ~ i
;
, ~ , t o
F-I
, .
j 1 ~ ! ~ ~ ~ ~ ~ ~ ~ ~ ~ y ~ l ; ~ ~ t ~ , ~ • ~
t ,
'~►l~f IE~~ ~
~ ~ ~ i f ~ I ~ k ~ ~ ~ ~ ~ ~ ~ ~ ~ ~ ' ~ , ~ I ; ~ ► ' ~ ~
• ~ ~ , ~ t ~ ~ E ~ ~ ' : ~ . . ,
t
)j'ect: PC a DOQ ~ t)J ~ ~ DAVID ~iS riD AS~`OCIATES• I~vC.
--te :
',i i )Wi ~Wi ~Wi ~
~
BOWSTRT 1~I-i METHOD (TEN YEAF' ~TOF:M DES I~~N F'F.7E~~ T 4 OF'f= QC ~{~)~=f :l
DETENT T ON BAS T N DBAS I ha : F'OSTDEU
DES I G'NER OLSQN
NUMBEF' OF vF:`r WELLS F'RGF'OSrD DATE: i) "3, -Ma y-9 -4
1 Sinql Pt:typ ci nOubl e (type ES)
Tc-t a1 Ar e~j (cal c. ~ (see H 1 ) 1.66
T i m e of Conc. c: ca1---.(s e P H:E ) 18 , 16
i=omposite "C~~ (cal c. i (see H1 0.27
Time of C:once (min? 13.15
Ar ea (Hcr es ) 1 o G-t-
9 F4~~.~t~~~lr / t_~
s.~ ?
ImperviC-us At~ea (sq o fite) Pos-Sl'6~e i1 A7zr~G )1- 7110
U~_Il ume F'r ~~v i ded ~C ~8 ° 234 3 s•t or m: 7S3
0! (tf1Ow t: Cf s i C-)n v
Area * C:" ractctr 0.45
# # #4 # 5 #E #7
Time Time Intensity Q deve U in Vc-ut Stor~..~Ue
Ifl cr Incn
(:min,. (secd ? (inn /hr (cfs) 0cL1a ft.i (i_ue ft. 6_t_1e i't .
# :L * G e=) (A ~ Q u •c f e # # 5 ;kk
180 16 1C-) 8 'D o 59 1.57 701(-)y'1 ;'3 8 G94
5 30C) I a 1.~# ~ 57~w~ '3~:j 4 (3)'C_~
1 t:j rC-a o 7.:24 i e c;)~:} 8{=? 3 1e~rj
1 ~ DC_)c) 1.77 C~ a 79 95.1 / u FJ 8 i
~ ~ i t~? 1 . 4 ~ t~~ o i=~ 5 1 ~_y :E ~ 3 ~ 0 ~ 5C,
1 Ofrl450 5 ~
~ 1 ..eJ I o y 1 C ~ e J 4
~ C) 1 ~3 1 a ~ ~ 4 a 1 5 ~~r 4 6 ~
~ ~ 1 )0 f_) L ! ~ '1 1 ~ i t'? ~ ~ ~ J •
t~I...~ .1~ O o C.. MJ ~J ..I \Zi J t.J
~4 l ;i~~) . 8:, o : ; i 1 C) 13 72_'Ci
4 15 27 cq)0 C-y a 7 4 C) . 3 %'Ej 1 C) 133 Iq 1 C)
50 3C)00 C). 63 0. 3Cy 1 ~ 9( _N:a I
5 '5 J3 C) C_t C)v 64 C? a .r..,~ 1048 50
F, C} ~ E 0 Cy . '51 C-) . , 2 7 1 i )E3 i ) I ti;3€_) 0
G ~ 1~a i) i~.:~ 7 i 14^ 1 1 i! 1
7C) ic i C_). 5R C). 21 6 1 132 ? ::=60 -78
75 45iY) t_). 56 i)a25 1221F, 13 5) C? -134
3 0) 4 3 c)e_) e=) . 5 ^ 0 . 1 1 440 18
r~
510C) t 5 C_) . 2,~ ~ `9 1: ~ 0 G I
-
'9i ~ 54Cr i ; i ) . ~c~) c i :`7:7- 1 87 1 G C - ~ ~ 3
^ ^
95 r5, 7 Ca C) i~~ . 4SEP C-),,22 13227 17 10
I i_)f) Gi) C-)() c). 48 !d. :1 13 F.4 l8 !lif -4 JF,
DRA I NAG,E F'OND CALCULAT I QhIS
RRql_liYc?d qra=s}/ sWale pond 5toYcZQa? VC-11UfT1e
- Imper~vi=~us Ar-ea .5 ine / 1' in.Jftw ~:'~±b Cu„ ft.
p r~~ v i ci ed o 3 cu. f1t4
DF:YWFLL RECDU t REMENTS - 10 YFAR DFS IGN ~TC1Rh~
~aX1 iTl Li fTi S tL. -1' ct ge 'f e qLl Z Y eCj by Bcl'dJ stY' 1 tl irJ ~'r `r 4 CLl. 'ft: e
Pr!={:'1deCjo r..~^..~ l-w Un 'ft. I
\ ~I
/ ~
T I h1E OF C:GNi= EIVTRAT I 0N (m i i-lu{: es
T._ (over 1 and ) T,= t: qLtt t er ar eas "C:"
I_. t _ . ~ L.:: = J yO ~iGT$ . v 1
Z 1 = 200 a ndJu+~c 1.27
-i~
L1 ~:A:~ = 175 72 = 5~=~ _ RoQd i)e i)a ~i.
ha t: A ? = 0.4 Ec = i ) c_), 00 0.00
S(R ~ - 0 , i) 1 n - c:), 03 if. ►._)0 t_~q 00
s - 0, 0044 i)n 0i)
Tc c: A) 7.64 d = s) , 1 CYD Ci, 0i i i_)o00
Tot a1 A C:c. mp
L1 (E~? = 1~~) T,_ (aLt:~ 1.94 1 a 66 C-)e
hJ (B _ C)e 4 T c A +B:) = 1 6. 22
S(B) _ o. i)0;
Tc (tot n? 18 . 1~, C? (e s t.:~ - 00 7 C-)
Tc c:B:) = 8e 0 Inten=ity 1.`~7
A = 1. ~~3r-1 -
W F' - 7 a251-4
F: 0. „ i ) ~ c
U
T.: i: t~~t ~1 T._ c: c.ver 1 and :j T,_ (q± t t f er T.- f: qt_t:? - 1.9 1:t
T-e ~:~_~verland~ = i~~t#~:L1~~I~S'''~~~o~?-•-i~o~:a 0 (e _i~? i C)o70
Ct - c:) . 15
L 1 = Lenqt h of OvPf 1 and F1 c-w H.-; 1 d a. :i. . 96
N - f r ictzc-n f actor o•F ov e r 1 a rid f 1-:-w(o4 f.--Ir~ ave r:~~ ~e U r~ aa s ,wI~fer~ )
S=`~ v e r age S~. ~~-~1 e fi V G Y 1 cZ I`1 C~ tl~~ l1J - -
Tc t: q utt e r:1 Len q th r: ftn y./ Ve1c--_ i1,1-y
P. = w i d t h Of Qu t-t e r or d i tct-i
Z I = 1 ('1 V eY S ~ ~ ---r! -l5 S s1 o~ e oIl ES ~ -f Cj 1 t ch
--1
.7.. - 1!l e1' sP_ of i:Yi*--I5 5 s1 Ci P F'? tW o i if d1tc''l
d depth ot f 1.:.w in qLttter (2st ima1,e, .:hec'.:: estima-tc-- with Fa ----'W*)
AY P_ a = CI*B+d'*':'/:..'*{: -L1+L:7-':>
Wet~ed perimeter - B*d+c 1/5in t:atn (1 i't
Hyd r.=XLt1:i Rad i US = R Ar Aa 1We't t ed F'er i met wr
Vel ocity = 1 . 49F,/n#F'-"-o 'bu7*s•`'. ;
F1 ow _ 'Jel oci t y*Ar ea
n= 0.016 for asphal t
s = 1clngi tUd i n a 1 s 1-_Ipe of qLR t t e r
`
~~~r~,,...,~-` - _ ~ ~
, , . ~r _ ` • - ~ ~ ` ^ ' - ~ ^ ±
✓ ...o ° ~ ~ ~ ~ e . - ` _ _
~ ~ ` ~ ~ a~,. Y~ __~.r,"'p+ J . " , y
~V ~ . ` ~ • ..s'o. ~
,,,,,~e r.._' „r-+~'"'~`.~ (n
A.=• _ • ~-s.s- , . r-
_ ~ ♦ r„'; _ T ~ , _
- " i ~ a~- ~ _ ~~.~..o-~~ ¢ - _ _.~r,_, _ ~
+ " ~ ~ • ~ w r ` • ~
~ ..J _:..~,r,.....-" _ ~ ' ~
~ ~
` r, ~ ~ . ~ Y
w~ ~ ° V., ~~>..~~x°,.~~.,.uv"
~i arr r+'~' "r~ .r~/~^ `r~ ~ ✓ ,~X~i►~ ~ _ ~ ~n~ .w. •w ss^_'~ ^ ~ ~w~~^ a nw w~+^'~
f 1.r"'~~ ea. acv+1° ` w~+~ ~ .....-^'r•r r
r~,_.~ ~~~r• w+" ~ ~ s.~` A . - a '`~r+~"'~ - ~ rti' ~e~Cr~:~'~'
rrr ' ,r..-' ' ' /6,,,~ .._rw►-~^""_"cr
. _ . . ,
° ,n..w" ^ ,
r ' n s\ ~ _ ` ~ i `1l.. . ~ • ~ ~ ~ ~ _ ' ~ ~
~ ~ ~ ~ ~ ~._.r - H ~ , '
14
Ai
'"'~~w~ w+ L\• '°`T ,s"" , ~ '
...n~" r~... ~ ~,stilrt'P~JO ~rr ~Wr,~ - + ' ~ ~ ~
ri
_ • ~ `
. e ! . - i ` ` ~ ~ , ~ • ,..E^ J .-y-' ' „ ,
. ~ ~ ~ W r"' ° ~y ,v " ..~~r~^_ Y ~ ~
. ~ ~ , ~ ~ M .
'4(:)W(_)Wc iW(-)
BOWSTRI NG MEl"HO c: F I FTY YEAF: STC1F'I"1 DES I GN F'ROJEC:T e OF'C: QC?C) C) 1
DF_TENT I Ohl BaS I N DES . 1 .3 ~ BAS I N: F'OSTDEU
DES I GNER: OLSON
NUIhBER OF ER = Lq F'RQF'OSED DATE : C?^-May-'34
~_2 -S inql L- :typ 0 DOub1 e (type B)
Tot a1 Ar ea c a1 c.> (see H 1) 1. GF.,
Time cif i=oncd t:c a1 c n(see H1 iSe 01
I_ompo51te "C" ~.=a1c . (See HI .1 t)..~7
Time of C*onco min ) 18a 01
Area (Acres) 1 . EE
C9 Factor i~.'~7
_
Imper viC-Lts Area (sq. ft.) 71 10
Vo1 ume F'rciv i d ed 23 4 ^
OLttf1Ow (C fs) c_) .G
Ar ea * i•" Factor 0.45
# ~#4 :!#v #6 #
Time Time Intensity G! dev. U in V~~. Ltt Storage
I nc. :C nce
1
m i n o(5 ec.:a (i n e f h r c: 1: f s:) 1, Lte ft .(C u o f t . C u e -r t 4
# 1 * F, C-) C 0 L;t f a - !#_2: # 5 ;
IS.t i i 1C)SC)e 57 2.18 C_)b97 14 ff,5 u4B e ~J
`'4• 7GF,
4.58 oC-) 4 31~ 1 180 F, 4 1
1 C) E C-) i 7 3e 0 10 4 ~ 1 1 4 7 36 Cy 737
i.«1 ij
/ ~
.L -Dt..~ . 4 7 1 0 1 ~ 1 J r-
54C) ,
1:~ c"_~ 1 0 ~ i q R
1 "3 3 4 7 2C) rn G ,4
1 5C_)i) 1.67 C_)A74 139 1 900 A,-
; i i 18 C-) Ca 1 .-46 o. 65 1411 :l Cd8 c>>
- 1!^~ 0 1 . 23 0 t> .59 1431 1::: LC-) 171
4~~) 4~~i; 1.18 A 1 4~C :l -44t ~ 1 C.,
45 i a i) 1, c.a 7 ()443 1464 1 E:~ T-) -15~
~0 "100c_i 1,0(_~ .45 1~C)1sC)c=)
i.`_i ~ ~ C) 'D:71 0.41 15 0 5 1 SI ar i _ 4~
_
,E i 360C ~ i:~ .87 t=~ a 3 15 1. 216c) _ c a:: 1.
6 ~ 3'900 i 82 c_) . 3 7 1561 2-34C) 7 : 9
70 4:~'i ~i ) cD. 80 o . ^6 1 E3 i a ?J - C> - C' -:9c~y
? ~ ~ ~ t_~ c_~ i ~ . 77 c=~ . 34 1 ~ 7:~ ~:7!:~~_a 10,218
2 C-) 48 o~~) C> . 75 o e 323 1 4 ~ 8 eu ~.~35 5100 f_j • / ~ ~ ,.~'3 2 1756 v CG
~ ~ ° 1 I 1'~
,3c i 540r._) t), i c_) ).31 18~"} 1 3:.: a z'~ -1 ~
_j 57C_)0 C-) , 69 0 o ~ 1 13 67 3 4~i
1 c~) c~) 6i~c=~ c=)a 67 C). 3~! 1'3C:~3 ~ E t~) t~) _ r- :
D F:A IN AC3E POND CALCULAT I OhlS
F'equired grass_y swale p~-nd 5toraqe volume
= ImpPrviC-u= Area x .5 in.? 112 in.!ft o - :_,Z'~t_:F Cu. -r tn
~~i~ass~r awa~.e p~ ~nd v~ ~lume p-r~~-vide1
L4, ft o
DF:`; WEl_L REL?V I RCMENTS - 15C) YR STOF'E'`I M<~::iML,rn 5t-Drage reauired by Bowstr ing - 73'~ Lte ft„
Pro e 7
~S
T TME OF C:0NCERJTF'AT I QN (m i nut es )
Tc -:-ver1 and ) Tc c: Qut t er Ar eas
1:• l~ ~ 0.15 L i~ 55 C)o J .l C) e 9 C-f
ZI C1 a I
L 1 (A:~ = 17 1j L:~ _ 5c_) t). t_)8 i). 5c)
N(A) _ 0.4 B = c_) 0, 0c) ra s:a
S( A:~ = 0.01 n = i), C3 c_), 00 0.00
~ s = 0, 4 0.0C) (Y-)
T c (a ) = 7.E4 d = C) a 1:2-1 113 i )s ) 0.00
Tot a 1 A C:o mp " is "
L 1(B ) - 1 Tc C q u y 1. 79 1. F~6 C).27
Ni:B:a _ 0.4 T._ (:A+B) = 1E.
S(B = c_)o c_)c)5 Q- t_• * I*F-,- tyo u9 1
Tc (t~~It .I8.C)1 C' t: f= s -k: = 0e97
Tc (B) = e.58 Intensi.ty° 20 18
A- 1 a 8'D 11225
WF' _ 3) 0 . 75 1!5
R C)oC-)G 15
v' - c:~ . 5 :l
Tc (tot a 1 ) = T._ (over 1 and ) + T-_ (qut t er ) Tc q Lt ~ - 1 . ;"9
T c t: ov er 1 an d :a C! (e s t ) - 0.97
C t = C.).15
L 1 = Lenq t h ofOv e r 1an d 1= 1c-w Hci:l d i ri cl= 1. AG
~~~~V~Y.~
i~~ _fi'1~wt1~~(l fcl~_i;-~~1'' ~~f ~-V?lrland fl--W (.e''~ fGi'' cl`JeY•~Qe Q1''ass
5 a\/ eY' a(a e s1 ri F1 ta c-f ove1" la{'1 d 'P lc-W
T~:g~.ctter:) = Length ~:ftd i/Vel~~~_~~y s:ft.!•-ece?/S{)
9 = Bottomwa. dt h of QLAt ter or d i uch
Zl = 1 n\r' E' ir sDE-' ----f c't` os5 slope i -1-I e C-f dJ. tch
L _ :l fi V Y' se o'f ct` --_~-sS ~ lope t':J o of i c
d= dEp-th ofi fi1-=-w zn laLttter (est imate, check: est imate with l~low)
Area
Wetter per imeter- = B*r++i: i/sin (atn c:l/ 7 i_1 ? +f /sin r:,.-t'tn c: I /Z*.2':a
Hydray1 i+_ F'adit_ts _R = Hrea/Wetted F'er-imeter
V e1 oc;. t y = 1 . 48E / n *F:'"„ SS7*s.:., . 5
F 1c-w = Ve1~~Ica. t y*Ar ea
n=0.01 G f.--Ir a s p h a 1 t
s = 1oncaitUdinal slope of qutter
/ Cp
GRASS TURF INSTALLED .
CONCURRENT WITH OCCUPANCY
EDGE OF OF ADJACENT HDUSE
GRAVEL EASEMENT
LINE DRAINAGE EASEMENT AS
VARIES L SPECIFIED ON PLAN ~
.
EDGE OF ROAD f TOP OF
ELEVATIDN POND ELEVATION
.
311 MAX
~ in 3f1 ~ 311 MAX
~ 8' MAX, \ <11,"POND BOTTOM ELEVATION
~ DRYWELL* AS SHOWN ON PLANS, ALL POND
FROM EDGE GRAVEL BOTTOM AREA TO BE LEVEL,
)*PROVIDE FILTER FABRIC (AMOCO #4545 OR EQUIVALENT)
BETWEEN DRYWELL BARREL AND DRAINROCK AND NATIVE SOIL,
TYPICAL 0208" POND W/DRAINAGE STRUCTURE
NTS
PROPERTY LINE EASEMENT LINE
10' 20'
. .
1' 14 3~ 8,7'
9
,
Mq~,
T yp .
,
2% SLOPE ~ tl MAX,
REMOVE 8' OF TOP SDIL IN
AREA TO BE GRAVELED ~\-61 CRUSHED SURFACING BASE
COURSE W.S,D,O,T, 9-03,9(3) TYPICAL 18' SECTION A-A - BANNEN LANE & SIDE ROAD
NTS STA, 10+00 TO 10+90,01 BANNEN LANE
STA, 1+00 TO 1+50 SIDE ROAD
CURB IN-E- -YPE 1 &
YPICA- "208" POND W/DRAINAGE S-RUC-URE
STA: 10+50.00=
STA: 1+00.00 SIDE RD. 30' ROAD, UTILITY,
AND SEWER EASEMENT
A STA 10+90,01
BEG. LT. & RT,
C/L GRAVEL TRANSITION
ROAD
L
- - 1 - -
~
~ 80.00'
0 0 -Dp - `
o
.
STA 1+10
~
EL=2021,11
- o
X . `0
~ -
~ ~ cu
A ~
Q ~
0 0 ~ ~V- o M
cn o W
~ ~ A ~ o +
m A
Z
10- ~ u
CL a.
. o v
OD
6=90•16'53'
9~ -1 R=30'
1 ~ T=30,I5'
~ L=47.27'
o j ~ .
~
~ N
15' ~ N
° ( N
----J
.
EoQ sTa= i+so.oo N
EL=2021,42,, c°6
u
N -UTILITY EASEMENT
0
r
%N1 R E)Ve~ f ~
o ot: :1i Asfy .
.
`,Y~ C,, O
~rc
282a0
L'•. ~J 9^G~~F ~
~
E xP IR E s 80.00,
,
SECTIDN A-A ON BACK SCALE: 1" = 20'
3 navm ICvANs uxn AssocIATEs, 1xC
Wsr iio caTetm
(609)
SH_R_ P_A_ SP-94-87- ''~°N~~
No - ~ ~1
` ~ DAM AM OU
.
.
S P O K. A. N E D . C O LJ D-7 T Y
PI.ANNING DEPARTMENT WALLIS D. HUBBARD, DIRECTOR
MEMORANDUM
'Ib; Division of Engineering and Roads
Division of Utilities
Division of Buildings
Spokane County Health District
Spokane County Fire District #1
Trentwood Irrigation District RECEIVED
FROM: John Todd, Planner I A UG 041994
~
DATE: Au ust 4, 1995 ~ Cg ounty Engineerirtg
SUBJECT: Final Short Plat SP-871-93
Enclosed find copies of the above referenced final plat. Please review and forward any
comments by August 18, 1994. If you have any questions you may contact John Todd at
456-2205.
Please direct your written comments to John Todd.
Thank you.
rP
Enclosure
c: David Evans and Associates, 110 W. Cataldo, Spokane WA 99201
WEST 1026 BROADWAY AVENUE • SPOI:ANE, WASHINGTON 99260-0240 •(509) 456-2205
' .-s. "
5E ~~~E. -0
RANSM--
JUL 1 5 1994
.
~ SP0KANE COUNTY ENG1NEER
Date File~~~O vv ~ ~
7b Project ~
~ v
Subject
lcem Copies Date Descripuon
Remark5
1 -
❑ As cou reyuested XFor }•our approral ❑ Retum requested
❑ For }vur information 0 For }-our rcvicw 01
From
DM D Ev~'v ASSOC~T~.S, INC.
A PROFESSION SERVICES CONSULTINC FIRM
OFFICFS lN OREGON, WASHINGTON, CALIFORNIA AND ARIZONA
WEST 110 CATAI.qO
SPOKANE, WASHINGTON 99201
(509) 327-8697 FAX (509) 327-7345
.
y ,
SIIBMITTAL CHECRLIST
PROJECT # S~ 57-I 1
REVIEW 1
REVIEWER : G • V-4SACAA
DATE : 2 9 S ep-t em be-r-9-3-
1Z
PROJECT :
PROJECT SPONSOR : ~39-b,~.c-q TEL #
-
PROJECT ENGINEER (Road & Drainage Pl ans ) ~ • E - ~ - ~ ni
TEL #
PROJECT SUR.VEYOR (Plat ) ~A r~F
TEL # -
GENERAL ITEMS
YES NO N/A
1. The $100.00 fee for plat review has been paid to
Spokane County for this submittal
v 2. An agreement to pay fees has been submitted to
Development Engineering Services
N/ 3. The fee agreement has been signed by the project
owner or a principal of the developer's firm. If -
signed by an agent of the owner, written
authorization from the owner is attached to the
fee agreement
✓ 4. Review fee account is current (no invoices over
30 days outstanding)
✓ 5. I have noted the plans in, plans out dates on the
pink sheet in the file
~ 6. If the project is a mobile home park, were the
plans reviewed by Planning?
7. 2 copies of the plans were submitted
i
i
~ 8. 2 copies of the calculations were submitted
~ 9. The plans are on 24" x 36" sheets
GENERAL ITEMS ( cont' d)
✓ 10. The calculations are bound together
✓ 11. The plans and calculations are stamped and signed
by a Professional Engineer
12. The developer has signed and approved the road
and drainage plans
~ 13. Are there any conflicts between the proposed
drainfields and any drainage ditches on the plat
V 14. Bowstring calculations by developer are in the
file for this review.
✓ 15. Vertical curve stopping sight distance
calculations by developer are in file for this
,
review
16. Horizontal & vertical alignment sight distance
calculations by developer are in file for this
review
17. The engineer/developer has provided evidence of
coordination with the electric utility servicing
the project
✓ 18a. The file contains a Spokane County Section Map
18b. The file contains a Spokane County Assessors's .
Map
~ 18c. The file contains an aerial photo of the proposed
• project area ~ J 18d. The file contains a corrected preliminary of the
final plat map
19. The project is located in urban boundary area
✓ 20. The project is located in the Aquifer Sensitive
Area
~l 21. The project plan name matches the plat name
; ✓ 22. Is the entire project located outside of an
~ identified Flood Plain Area?
i ~
i
~ 23. Is the entire project is located outside of an
~ identified Stormwater Management Problem Area?
cklistv3.0/Aug93 2
GENERAL ITEMS ( cont' d)
✓ 24. List any design deviation requests and their
status:
25. Locate the Findings and Order for the proj ect and
list any unusual conditions:
23. Backcheck of previous comments completed
~ 24. Al1 previous comments adequately addressed
3
ckliatv3.0/Aug93
6 FIELD REVIEW r`
1. Field investigation trip made on
2. Report completed and put into file on
3. Are there any existing utilities on the project
site? (Overhead power, fire hydrants, etc.) If
yes, describe.
4. Are the drainage basins on the ground the same as
those that are presented in the drainage report?
5. Are there any drainage channels directed toward
property?
6. Are there any drainage channels directing water
through the property?
7. Do County roads cut off drainage as per drainage
calculations?
8.. Lf._._ther.e._ are culverts under county roads, does
the flow go away from or toward the project? _
9. What kind of ground cover exists?
10. Describe any existing channel conditions:
11. Describe channel cross section: .
12. Existing Curb Type:
4
ckliatv3.0/Aug93
ROAD PLANS
1. List any roads that must be designed and
constructed on the project.
ROAD REQ'D WIDTH DESIGN MIN./MAX. STOPPING SIGHT MIN. CURVE
NAME CLASS. PAVED R/W TERRAIN SPEED GRADE DISTANCE HORIZ. VERT.
/ 1
~AN►~ ~~v~ i_ G 13 C)' Fi- A--r 2D 0-8 Irz 0 12~ 1 456
~ . ✓ 2. Planning conditions require submission of a
landscape plan. (NOTE: Usually associated with
PUD' s )
✓ 3. I have checked the landscape Plan against the
road and storm drainage design and there are the
following conflicts:
✓ 4. The following road plans have a bearing on the
design of roads for this proj ect and a copy is in
the file :
5. I have sent an "R" value and percolation test
request to the Construction Section with soils
information and a layout of the project. "R"
value test request to Designer
(date).
ckliatv3.0/Aug93 5
ROAD PLANS ( cont' d)
~ 6. Is the bench mark shown on the plans?
~ 7. Are stationing equations shown?
8. Is stationing correct (south to north, west to
east, reading left to right on the plan)?
~ 9. Are existing utilities shown on the plans (or an
information copy of the utility plans submitted) ?
~ 10. Are proposed utilities shown on the plans (or an
information copy of the utility plans submitted) ?
V/ 11. Does the note "Any conflicting utilities shall be
relocated prior to construction of roads or
drainage facilities." appear on the plans?
12. STREET WIDENING
~ 12a. Are curb design sheets provided for widening of
existing streets?
v 12b. Does the curb design conform to Spokane County
Standards of section cross slope (Between 2o and
4 . 5%) ?
~ 12c. Is there a street cross section shown for
widening existing streets?
✓ 12d. Does the proposed new width match the width
required in the Findings and Order?
~ 12e. The cross-section shows:
existing R/W ~ •
~ proposed R/W
i future setaside
~ 12f. 100' (min.) pavement taper into project is shown
(1) There is adequate R/W for the taper to extend
from the new paving width to existing pavement.
(2) There is inadequate R/W for the taper to
' extend from the new paving width to existing
pavement; taper extends from existing paving to
R/W.
12g. Length of pavement taper out of project meets:
J WS2 = 60 for design speeds s 40 mph
/ WS for design speeds > 45 mph
i ✓ ft. min. taper length approved by County
i Traf f ic Engineer
~ 12h. Transition from end of curb to existing paving is
shown (curb should nose down in 1211)
ck1iatv3.0/Aug93 6
ROAD PLANS ( cont' d)
~ 12i. A 411-wide, white painted fogline at 12" from the
edge of paving is indicated (tapers or tangents)
12j. Are the curb grades above the county minimum of
O.So?
12k. If curb grades are below 0. 8%, has a special note
been added which requires a licensed land
surveyor to verify that the curb forms are at the
correct plan grade prior to construction?
13. NEW STREETS
13a. Does the proposed alignment meet Spokane County
Standards?
vertical
✓ slopes
vertical curve length
horizontal
curve radius
~ intersection separation
~ 150' on local access
~ ✓ 300' on arterials
13b. The plans show the typical cross section for
streets
✓ 13c. Does the proposed street width match the Findings
and Order?
✓ 13d. The cross-sectiori shows:
existing R/W
~ ✓ proposed R/W `
✓ future setaside
13e. Does the typical section on the plans meet
Spokane County Road Standards?
✓ cross slope is shown
cross slope is within standards
~ ✓ cross slope is correct when checked on profile
13f. Curb type:
✓ shown
" proper type for the road classification
~ meets Spokane County Road Standards for curbs
within the public right-of-way
~ consistent with the curb type in the general
area
~ 13g. Are the curb grades above the county minimum of
0.80?
7
cklietv3.0/Aug93
,
ROAD PLANS ( c on t' d)
✓ 13h. If curb grades are below 0.80, has a special note
been added which requires a licensed land
surveyor to verify that the curb forms are at the
correct plan grade prior to construction?
✓ 14. Has an "RI' value test been performed for each
soil group?
✓ 14a. The pavement section is adequate f,or the R-value
and Traffic Index for the road type
J 15. Locations where water is intended to flow through
an inlet or curb cut are at the low point in
vertical curve
16. SIGNAGE PI.AN
~ 16a. Stop signs are shown for all streets which
intersect an arterial (Check with County Traf f ic
Engineer if there is a question)
~ J 16b. Street name signs are shown at all intersecting
streets
~ 16c. Is there a need for barriers at the end of dead
end streets?
J 16d. Is there a need for other special signing? (Check
with the County Traffic Engineer)
~ 17. Has the Fire District approved all proposed
private road turnarounds that are substandard
according to our Spokane County Road Standards?
18. CIIRB RETURNS
18a. Are BCR, MCR, and ECR stations/elevations on curb
~ returns shown
~ on the plan?
in the profile?
18b. Are the curb return elevations correct?
18c. Is there positive drainage from the road
intersection to the MCR?
✓ 18d. Curb return radius meets CountY Standard minimum
of 20' (to back of curb for rolled/wedge curbs,
to face for vertical curb face types)
~ 18e. BCR, MCR, and ECR elevations are set to allow
drainage from the centerline to the curbline
ck1iatv3.0/Aug93 8
ROAID PLANS (cont' d)
18f. BCR, MCR O and ECR el.evatians are Set so that the
superelevatian between the intersection and the
curbline is banked praperly far r-ight-hand turns
inta and aut af the intersection roa,ds (the road
slopes from the intersection down to tkxe
f lowl ine )
18f . ECRt MCR, and ECR elevations at intersections
without stop sign cantrol are set so that the
superelevation between the intersection and the
curbline does not exceed: {ref. AAS13TD}
108 ( fl~t t2gra1I1)
$ v (ro111ng teY'r'a1n)
61 (i'l7~'J11I1ta1IIO11S terra1n)
19. CUL-I}E-SACS
19a. The cul-de-sac grades (top of curb) meet eounty
L/ cul-de-sac standards (1'. min. )
19b. The cu1-de -sac curb is shown in prof ile
~ 20. INTERSSCTIONS
20a. Do the intersections meet the 29o grade
~requ i rement s ?
20b. Wheel chair rarnps are provided at intersections
with sidewalks
20c. If there is a change of direction at the
wheelchair ramps, are the ramps oriented so that. -
a5' x5' pad is pro-vided at the top of the rarnp?
~ the recguired 5' x5' landing zaxie at the bottorn
of the rarnp is located inside af a line drawn 1'
inside aline extended between the curb faces of
the adjoining street at intersections?
~ any drainage structures are located outside of
' the l.anding zone?
20d. The intersection horizontal sight distance
' analysis shows that sight triangle encroachment
on private property is 2' ar less
21. Is there a need for slope easements? 22." Is there a neec~ ~or erosion proter-tion,?
9
ck1i9tv3.OfAu993
ROAD PLANS ( cont' d)
23. DRIVEWAYS
23a. Can a driveway slope of 80 or less be maintained
between.the edge of pavement and the right-of-
way?
V 23b. Can a driveway slope of 120 or less be maintained
between the right-of-way and the building setback
line?
10
cklistv3.0/Aug93
DRAINAGE PLANS
~ 1. Has a plat map been submitted which shows lot
dimensions, street widths, etc.?
~ ✓ 2. Was a map with contours spot
i -
~ elevations submitted to properly determine
i drainage basins?
✓ 3. Were all existing drainage courses shown?
4. Were all the proposed drainage courses shown?
5. Were Hydrologic calculations submitted for each
basin? (Bowstring if area s 10 acres, SCS TR-55
if area > 10 acres)
Offsite (50-yr storm if undeveloped, 10-yr
storm if developed)
Onsite (10-yr storm)
J Q for entire area
Q f or roads only
J INFILTR.ATION POND
Actual pond volume provided
DETENTION POND
~ Release to pipe system:
i
~ ✓ contain 50-yr developed
i
~ .i release at 50-yr pre-developed
i
secondary overflow to pipe in control
~ structure for 100-yr developed
i
emergency overflow weir for 100-yr developed
i
sump prior to outlet to control structure
_ ~ ✓ , 1' min. f reeboard grassed sides/floor for publicly-maintained
~ ponds
~ sprinkler system for publicly-maintained ponds
~ Retained on site, no drywell:
i
contain 100-yr developed
i
~ emergency overflow for 100-yr developed
i
i
208 SWALES
V/ 208 swale floor area, volume requirements
✓ 208 swale floor area provided
~ 208 swale volume provided
11
cklistv3.0/Aug93
DRAINAGE PLANS (cont'd)
i IINDERGROUND GRAVEL GALLERIES
i
i
1. .3 void ratio for gravel free space volume is
i
~ used
i
~
i
~ 2. Perc rate from field test is used to develop
i
~ outf low rate
i
i
i
~ 3. 10-yr event volume is contained entirely
i
i underground
i
i
i
~ 4. 100-yr event volume is contained by a combination
i
~ of underground storage and above ground storage
i
~ up to 8" depth
i
~ ✓ 5. 100-yr event volume is contained by a combination
~ of underground storage and above ground storage
~
~ exceeding 8" depth
i
5a. Soil mixture is specif ied for water depth in pond
i
~ exceeding S"
i
i
i
6. Entire gallery is wrapped in f ilter fabric
i
CONVEYANCE
Conveyance -
pipes
ditches
gutter flow depth is less than gutter height
Backwater - pipes, ditches
Headwater - culverts
Curb drop/curb inlets
on grade ( f ig 16), sump ( f ig 17)
Grates - sump ( f ig 15), continuous grade ( f ig
16)
Riprap - stone gradation, pad dimensions
~ 7. Soils type is "pre-approved" (Garrison, etc.,)
~
~ for drywells without percolation tests
i
8. Does the drainage report identify the SCS soil
groups for the project area and for the proposed
roads to be built in the project area?
~ 9. The drainage design maintains sheet flow patterns
i
~ in natural watercourses
i
i
i
~ 10. The drainage design maintains existing sheet flow
i
i patterns without concentrating flows
~
12
cklistv3.0/Aug93
DR.AINAGE PLANS ( cont' d)
~ 11. Does the entire plat lie outside of designated
~ 100-year Flood Plain Area?
i
i
~ 12. Does the entire plat lie outside of Zone "B" of
i
~ the designated Flood Plain Area?
i
13. Is the max. street ponding in any part of a Zone
"B" less than 1'?
14. Does the plat contain appropriate language
limiting the lowermost opening in a structure
located in a Zone "B" to not less than 1' above
the lowest road elevation?
15. The drainage concept is compatible with planning
commission requirements.
16. The difference between present and future flows
is retained on the site.
INLETS
1. The inlets shown are within the stream flow.
2. Inlets are shown on the low side of a road or at
the low point of a vertical curve
3. Curb type inlets are shown at sags and are
properly sized.
Perimeter does not include the side of the
- , grate.against the curb face (all grate types).
Perimeter is divided by 2 for calculations
where no curb opening (Type 1) is provided.
Area = clear area = 2 for Type 1 grates)
4. There are no long curves with flat grades
which pose a problem.
~ 5. The centerline road stations, offsets, and invert
i
~ elevations for all inlets are shown on:
i
~ plans
~ prof ile .
i
6. Grate type is shown on the plan and is
acceptable. (Spokane County Standard inlets in
county ROW, on private property other inlet type may be specified) (Type 1: D-2; Type 2: D-4)
7. A detail drawing of the grate/curb installation
is shown on the plans and includes the 2"
depression and transitions as per county
standards for grates that are located within
county ROW, or referenced to SCRS std. detail D-8
13
cklistv3.0/Aug93
DRAINAGE PLANS (cont'd)
8. A curb cut detail is shown on the plans with the
new county back drop with transitions and a 2"
depression for curb cuts inside county ROW, or
referenced to SCRS std. detail B-15
9. The plans shows acceptable curb cut details and
grate details for installations which lie within
private road easements.
10. If inlets are in a gravel road or a dirt ditch a
6' x 61 A.C. apron is shown around the inlet.
11. Catch basin or special manhole details are shown
or a standard drawing is specif ied.
12. Critical low points in the drainage system have
been provided with overflow easements.
208 SWALE SYSTEMS
1. Is the swale located outside a future set aside
area? See Findings and Order for where setasides
are required.
2.. The. swale_ bottom and sides have sod or grass turf
specif ied . '
3. Swale side slopes do not exceed a 3:1 side slope.
(A 2:1 side slope is allowed if swale depth is
. less than 12" deep. Should only be allowed where
' constrained by obstacles)
~ 4. If dePth of water from bottom to dr"'''ell rim is
between 6 and 8 inches, soil mixture has been
specified which meets Spokane County Guidelines.
i J 5. Drywell is:
~ located within 8 feet of the curb line, or
i
a maintenance access route and easement are
i
~ provided
i
J 6. Drywell stationing is staggered f rom the inlet by
at least 4'
7. Multiple drywells are located more than 30'
(center-center) apart
14
cklietv3.0/Aug93
DRAINAGE PLANS ( cont' d)
8. Soil type is appropriate for drywells (perc rate
i
~ z 72"/hr)
i
~ if not :
i
8a. overflow from a swale at a low point will be
i
~ directed away from building pads by
~ ✓ an identified easement over improved ground
i
an existing natural drainage channel covered by
i
~ an easement
i
v/ 9. Drywell location does not conflict with
underground utilities.
~ 10. Drywell type is specified.
✓ 11. Drywell grate type is specified (Type 3-std.
detail D-7)
✓ ~ 12. Drywell grate elevation is:
. below the invert at the curb inlet
✓ between 6" and 8" above the swale floor
elevation
13. Does the note: "Wrap the drywell with a filter
fabric (Amoco 4545 or equivalent)" appear on the
plans?
14. Swale floor elevation is:
J specif ied
v between 6" and 8" below the drywell grate
elevation
J at least 6" below the normal gutter flowline at
the curb inlet for swale without a drywell
✓ at least 8" below the normal gutter flowline at
the curb inlet for swale with a drywell
15. Swale floor
~ v dimensions are shown
i
minimum area is shown
i
J the area matches the required area from the 208
calculation for impervious areas.
16. Easements for the 208:
V' are shown on the drainage plans
~ ✓ are shown on the subdivision plat
~ are of adequate size to contain at least 6"
i _
~ freeboard above the max. water surface elevation
i
i for the design storm
i ✓
are tied to the lot corners.
~ 17. The side of the swale that is the furthest
distance from the street should have a top of
swale elevation that is higher than the highest
water level of the swale.
15
Cklistv3.0/Aug93
DR.AINAGE PLANS ( Cont' d)
18. The invert at the curb inlet is at or above the
max. water surface elevation for the design storm
✓ 19. Filter fabric
is specified for the gravel envelope around the
~ drywell
is specif ied between the drywell and the gravel
envelope
~ ✓ installation specification is adequate.
~ ✓ 20. Irrigation plan for County-maintained 208 swales
~ Lot plans submitted on
J 208 LOT PLANS
~ 1. Lot plans are required; submitted on
2. The 208 lot plans show:
the lot number, block number, subdivision name,
date drawn, scale, and north arrow.
dimensions to lot corners
drainage easements
setback requirements
swale floor elevation
swale floor dimensions
rim elevation if drywells are present
curb cut station, offset, invert and length
any drainage ditches
shows depth from the top of the curb
an attached cross section of the swale or ditch
3. Lot plans have been stamped by a professional
engineer on all pages ,
4. Lot plans are of sufficient scale to maximize
the lot size to the 8 1/2" x 11" paper size.
(Drawings may be on plain white paper)
5. 208 lot plans were approved on
CULVERTS AND PIPE SYSTEMS
1. The road culverts are at the low points of stream
flow.
2. The headwater was calculated for culvert
entrances and is under 2 diameters for culverts
under 18" in diameter and 1.5 diameters for
culverts greater than 18".
3. There is a minimum of 12" of cover for all
culverts and storm sewer pipes
16
ck1iatv3.0/Aug93
DRAINAGE PLANS ( cont' d)
4. The designer has provided a letter from the pipe
manufacturer certifying that the intended pipe is
suitable for cover less than 3' (PVC), 2' (CMP,
RCP), 1' (HDPE/ADS) or the engineer has provided
trench details for upgraded pipe bedding for
these areas
5. The minimum velocity within the pipe system is
4 feet per second at design flow in a backwater
condition. (Note: The County Engineer may permit
lower velocities)
6. The backwater calculations show a minimum
freeboard of 0.75 feet for each catch basin or
manhole. 7. The minimum culvert and pipe slope is 0.5% and
all pipes meet or exceed this standard.
8. All angle points in the storm sewer system have
suitable access such as a manhole for cleaning.
9. At locations where two different pipe sizes enter
the same manhole the 0.8 diameter points of each
pipe are at the same elevation. (Note: Exception
allowed for drop manholes)
10. Is there any downsizing of pipes in a systems of
pipes that are 18" in diameter and smaller.
11. There is a downsizing of pipes in the amount of
3" f or a minimum of 100 f eet in a pipe system
that contains pipes that over 18" in diameter. 12. All pipes in the pipe system are 12" and larger
as per Spokane County Standards; (10" pipe that
is allowed for connection of inlets to catch
basins or drywells, if the length does not exceed
44 LF and the velocity is at least 4 fps).
13. All storm sewer pipes are located a minimum of 5
feet from a rear or side property line and have
adequate easements for maintenance.
~ 14. Inlets on the same slope are located so that the
i
~ maximum width of spread for the gutter flow does
i
~ not exceed 6' (from curb face for Type "A" or i
f rom back of curb f or Type "R" )
15. The plans and profiles show all culvert pipe
types, stations, offsets, lengths, and inverts
17
ckliatv3.0/Aug93
DR.AINAGE PLANS ( cont' d)
16. Pipe materials meet county standards for systems
that lie within county ROW. (Note: The type of
pipe in private systems may be as specified by
the design engineer)
17. The culverts shown are properly stationed from
centerline stationing.
18. Does the drainage system configuration avoid
conflicts with underground utilities?
19. Is there a need for energy dissipation on any of
the culvert outlets shown on the plans?
20. Is there a need for rip rap around the culvert
outlet at any of the culverts as proposed on the
drainage plans.
21. The rip rap that is shown for the drainage plans
is adequate for the culverts where erosion is a
concern and the engineer has submitted
acceptable rip rap design calculations.
22. Pipe anchors are shown for pipe grades greater
than 15 0 .
23. There are no instances where water is trapped
against a fill with no culvert shown.
24. Profiles and cross sections are shown on the
plans for all proposed channels and ditches.
25. Ditches with eroding velocities have a proper~
lining for erosion protection.
26. Water will properly flow from an existing or
proposed ditch on to the pavement as proposed on
the drainage plans.
27. Where the ditch profile passes from cut to fill
the flow has been properly disposed of.
ck1iotv3.0/Aug93 18
.
EA$EMENZ'$
✓ 1. Adequate drainage easements are shown for
maintenance of drainage ditches or pipe systems.
✓ 2. There are easements proposed or existing for
natural channels which cross the property.
3. An easement was provided where street drainage
was diverted onto private property.
✓ 4. The perpetual maintenance of private systems has
properly been provided for.
5. The maintenance of drainage systems within
Spokane County ROw has been properly provided
for.
6. Appropriate drainage language has been provided
by the reviewing engineer to the surveyor and/or
engineer who is involved with the platting work.
i 7. Pre-existing drainage easements on this parcel
i are not affected.by this plat
i
i
~ 8. Overflow easements are provided from swales/ponds
; located in low points
MISCELLANEOIIS
1. QC check of review completed
(date) (init. )
2. Bond quantities for drainage item calculated
(date) (init.)
3. Vertical curve sight distance worksheets done
(date) (init. )
4. Vertical curve geometry worksheets done
(date) (init.)
5. Drainage volume worksheets done
(date) (init.)
6. Stamped road mylars to Permit Tech.
(Sylvia/Suzanne)
7. Stamped lot plans to Admin. Asst. (Sandy)
Cklistv3.0/Aug93 19
ENGINEER'S REVIEW SHEET
BLDG. PERMIT # -or -F1LE# SP-871-9-3
Related File # ( )
Date to Review 8-18-93 Time #
Date to AA & DR Time
Date Received 5-5-93
Project Name SINGLE RESIDENCE No. Lots 4 No.Acres 1.7
Section - Township - Range
SITE ADDRESS S WELLESLEY/W BANNEN PARCEL # 02542-1107
Applicant's Name LORAI.EE GRAY Phone # 328-0900
Address 14114 E WELLESLEY-SPOKANE WA 99216 Work # 924-6730
Date Conditions mailed
Contact person Phonc #
FLOOD ZONE d NO W 4 S 1 SCHOOL 361
Engineer / Surveyor's / Architect's Namc SCOTT L VALENTINE
DAVID EVANS & ASSOC INC
110 W CATALDO
SPOKANE WA 99201
Planning Contact Person JOHN TODD Phone # 456-2205
Date Subn-titted Description Initials ~
I O / "Y / 94AGREEMENT TO PAY FEES COMPLETED & COPY TO ACCOUNTIoG 9'~ FINAL PLAT FEES COMPLETED & COPY TO ACCOUNTING 'V
NOTICE TO PU$LIC # 1 3 4 6 COMPLETED - OR NEEDS "1'Q t3F SIGNEDP
DESIGN DEVIATTON SUBM1T1'ED
ALTERATION TO PI.AT - BLOCKS & LQTS
/ / HEARING EXAM APPROVED DENIED- APPFALFD $BC APPROVED DENIED
A-~ 94 S F_ 166CJ4L--
. ~ .
m~ ~ .~~a - P~.~~ ► a ~ ~ .
~ . .
Cn>, 11 - ~I ~ - ~ r l J4 Z_
U
(D _al G~ ~L-k K) s o0,- 4k Z. -~A (1A_..~C),& , _Q.6-?V.CR_A ci cm ~,►-..~,~P ~o ~Q c%~
~ '`7 . ( -q4 ?I k~S (7 S ~ 1,1 -Qt
9 -,4 c ,M e~~ °4~. $ ~ ~ ~ ~ J°e ,rt ~
cA
~P " ~ ~ t~ ii.e d~ 4 ~t~l,►~,Re~ ~ pt1~nN W
e- 03 - 14 ~-(pien 13~, C'a c i Al ~ ~?1,+c
l
k1p%review.for
pI,AT NAM+/ 'R / I Nn_
STATISTICS DATE
Plat Check Fec ~ /IC, ~ 9-1 G, 9 L.~.
r ~ .
Number of Lots ~
ltoad Miles (New) r
Total Axea
~
MAP 1
North Arrow Scale
LeQend
Procedures & Equinment
Basis of Bearings ~
Plat Location By Title
~
Official Siiznature Iilocks
Survevors Ccrti[icate
Road Names
Road Widths ~
Aciiacent Area ~
Lot & Block NuniUers
RJW Dedication desiQnated ~
1 Foot Strips A). JA-
3 RPS on GLO Corners mec7O~~ AV/Cn z Y~ .
/ V.,
I
Tract X A
Lot ~lreas t `~176er-) D(ArqNIAL, c.k ) P A 1 hl c►~ ~
r-~ rzer~-s s Ko ~r N o 1<
Beuch Mark /vl/-~-
Closure ~
I ~ 1?EDiGATInN
Description (To Map) -C-1,0 p~
DescriPtioii (To Cert) ''ecf4
Owriers /V~..fl
CertiCcate to Plat A ~ ( `~j ~
1 root Strips A/J~
~
RID - QPR Statement r~~
Access Prolubited /,T / b:, P 12 w4-4e ~ nAj~~ ~
R/W Dedication r
Drainage LanQUaQe r ~
DrainaQe Covenaiit #
~
Flood Insurancc
Stormwater ManaQement
}
208 Bonds - $1,000.00 ea 208 PLANS AI'PROVE-D ,A
/~j
Private Road Doc. #'s ~~./b- ,/v[,/ ~'Q d /V
Private Road Wanuug r-~
Road Plans a 3 47`-
Bond Road Impro
Signed By Engineer
-`~z/
iq- &4-Wke A ~ l Ajt6o
~ ~ ~ f,~ .
~
,
u,Plaths;.ck
• J TtCGR TITLE _-.-SURANCE
o ~199~~
48 48 1030 30 00068
. 4ut~y Ea~►~eecic~.
G
Guarantee
TICOR TITLE INSURANCE COMPANY, a California corporation, herein called the Company, guarantees the Assured against
actual loss not exceeding the liability amount stated in Schedule A which the Assured shall sustain by reason of any incor-
rectness in the assurances set forth in Schedule A.
LIABILITY EXCLUSIONS AND LIMITATIONS
1. No guarantee is given nor liability assumed with respect to the identity of any party named or referred to in Schedule
A or with respect to the validity, legal effect or priority of any matter shown therein.
2. The Company's liability hereunder shall be limited to the amount of actual loss sustained by the Assured because of
reliance upon the assurances herein set forth, but in no event shall the Company's liability exceed the-liability amount
set forth in Schedule A.
P! EASE NOTE CAREFULLY THE LIABILITY EXCLUSIONS AND LIMITATfONS AND THE SPECIFIC ASSURANCES
AFFORDED BY THIS GUARANTEE. IF YOU WISH ADDIT(ONAL LIABILITY, OR ASSURANCES OTHER THAN AS CON-
TAINED HEREIN, PLEASE CONTACT THE COMPANY FOR FURTHER INFORMATION AS TO THE AVAILABILITY AND
THE COST.
TICOR TITLE INSURANCE COMPANY
Issued by:
PIOVEER TITLE COMPANY
OF WASHI~IGTON ey s~- ` d- President
521 West lst Avenue
Spokane, WA 99204 Attest ~ Secretary
(509) 838 - 5281
Auth~riz'ed Sig , _ory
~JJJg J JJJJ~JJJJJJ0 JJJ~J~JJJJJ1' JJJJJJJ JJJr=rg JJge JJJJ
GUAAANTEE FACE PAGE
~ . -
~ ` , . .
• ' . • .
RE: Short Plat 93-871
TIQOR TIT'LE INSiJRANCE OOMPANY
SUBDIVISION GUARANTEE
SCEEDULE A
'1RANS TYPE RATE FILE NUrIDEt GLTARANTEE NUMBER
P-223448-KC 48 1030 30 00068
AMOiJNT OF
DATE OF PREMIUM
July 13, 1994 at 8:00 a.m. $300.00 $200.00
Name of Assured: Dexter Opela/ PO Box 14453, Spokane, 4A 99214.
The assurances referred to on the face page are:
'Ihat, acconding to those public records which, under the reoordirig laws r
impart oonstsuctive notice of matte,rs relative to the follvwing described real
PropertY :
The East half of the West 2/5ths arxi the West 100 feet of the East 3/5ths of
Tract 5, Trentwood Orchards, acoording to Plat recorded in Voltme 'T2" of
Plats, Page 16, in Spokane County, W n.
Title to real property is vested in:
V. Ram Gopal, as his sePar"dte PropertY •
subject to the matters shawn belvw under Fxceptions, which Exceptions are not
necp,qG;kri1y shown in the order of their priority.
EXCEFI'IONS :
1. Taxes or assPccuients which are not shown as existing liens by the records
of any taxing authority that levies taxes or on real
property or by the public records.
2. Unpatented mining clains; reservations or exceptions in the United States
Patents or in Acts authorizing the issuarice thereof; Water rights, claims or
title to water.
3. Title to any prope.rty beyond the lines of the real property exprpccly
described herein, or title to streets, roads, avenues, lanes, Ways or
watezways on which such real abuts, or the right to maintain therein vaults,
tunnels, ranips, or any other structure or inprvvement; or ariy rights or
therein unless such PraPertY, rights or ea,sements are expressly and
specifically set forth in said de.scription.
4. General taxes for the second half of the year 1994 due, but not delinquent
. , until Navember 1, 1994.
Am,ount : $439.71
Assp~=sor's Parcel No. : 45022.1107
5. Last half irrigation assPG-=ment(s) of $59.00, by Trentwood Irrigation District
No. 3, for 1994, which will be delinquent Navember ist, if unpaid.
6. Inquizy for any charges for irrigation, dcBnestic water, electricity or other
charges made by Trentwood Irrigation District #3, should be made to said
district at North 4402 Sullivan Road, or ghone 922-7532.
7. Seoond half Stonn Water t for 1994 i.s due but not delinquent until
Nuvembe,r 1, 1994.
Amount : $5.00
8. Deed of Trvst to secure an indebtedness of the amaunt herein stated.
Amount : $55,000.00
Dated : April 5, 1994
Reoorded : April 7, 1994
Auditor's No. : 9404070391
Grantor : V. Ram Gopal, a single persQn
Trustee : Spokane County Title Conpany
Beneficiary : E. Irvin Lissy and H. Patricia Ussy, Tru.stees, or their
Suocessor(s) in Trust of the E. Irvin Lissy and H. Patricia
Lissy Revocable Living
r` F
Y , , . •
~ ~u ►~~e Oremises s~t8tch*d. ;
ihe ComAanY h~ nai suney salety tor the 0~rpoft ,
below is tucnist~ed without chatgo
t~o sketcb i5es and the CompanY •ssun+~s ~ ~
ip toteting said 0fem not our"tt to 5h,* Att ~
ot assistirta
►iabilfiN tot inaccurx,es therein. It ~toes '
~ sna ea~emenl~ adioininQ or icf14:hn¢ ;Iid orer►rrt" +
~iahweYS• roea. • ~
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97
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FROM AI~~~~ ~ ~ ~T NIOr~~~ ~~~T Tn
SPS7 1 PLAT BOUNDRY 7-13-94 Do Bo
' Al1TCD gNVEfdSE
START 973.87434 1788v 95085 11
11 INV s 0 010 00o 0 E 330o 001.10 643o 87434 9.l88o 9,.a08v `12.
A 11~1 1 NV N 89 43 07.0 E 228.1600 644.99486 2017.10810 13
13 INV h! 0 00 00o 0 E 330a 0000 974. 99486 :'0g7o 10810 14
14 INV S 89 43 07.0 W 228n 1600 973s 87434 1788. 95085 15
97'30 87'434 g788o 95085 11
NO CLOSUR~ ERRAR Ar,ea = 75291. 89 sq f t 1.72846 ae
FROM ANGLE DIST RIORTH EAST YO
lot sidel ities
AU`ro yNVERSE
STAR'V' 643. 874►4 1?880 95085 12
1 6? INV 1 V 89 43 07.0 E 228.1600 644.99486 2017.20810 13
13 INV N 0 00 00.0 E 326. 000Q+ 97'0m 99~~~ 20i?. 10810 18
18 INV S 89 43 07m 0 W 228o lE00 9690 874`9 17880 95085 17
17 I NV s 0 00 00.0 E 326. 0000 643.87434 1788.95085 12
643.87434 17'880 9508v 12
N0 Ci_OSURE ERROR Area = 74379. 25 sq ft 1.70751 ac
I
I
i
OFFICE OF THE COUNTY ENGINEER
Spokane County, Washington
June 27, 1994
To: Scott Valentine - David Evans And Associates, Inc.
From: Development Engineering Services - Chris Reich
RE: Language for Plat Dedication & Covenants
Project # Short Plat 871 -93
Drainage easements, as platted and shown hereon, which are for the purpose of installing,
operating, and maintaining drainage facilities, as conditions of plat approval, are hereby granted
to the public.
The private roads, drainage easements, and lots in this Plat are subject to the separate
DECLARATION OF COVENANT as recorded under
(~W-)
Auditor's Document No.
which by reference is made a part hereof.
{WARNING: The draft covenant must be approved by the County Engineer's Office
PRIOR to recording the covenant! }
~
- -
RE: Ls`illg'#.1age fDr P13~ Ded1C.afiDl1 8iG CDve1ia]]ts
PI`OjBCt # SP $71
L]~~LARATI(]N OF COVENAN'F
In cansideration of the approval by Spokane County of 5hcart F1at 871 - 93 (hereiuafter referreci to as the "Flat"), the undersigned
cr~venants and agrees that:
1. 5pokane County is hereby granted the right of ingress and egress to al1 private roacls andfor drainage easements, for the purpose
of inspection and ernergency rnainten2Ence of drainage swales, and any other tlrainage facilities, if not properly maintained by the
property ouwners. Spokarye County dves nat accept the responsibility to inspect and maintain the drainage easements or dcainage
swales, nor does the Cpunty acczpt any liability for failure by the progerty owners to properly maintain such areas.
2. The property owaers within this Plat shall be held respansible for keeping open and maintauung the surface path of natural or
rnan-made draiuage flow over and across their re.spec(ive proper#ies.
3. Theproperty awners within this Plat shalr maintain a11 water quality treatment swales ("208 swales") and drainage ditches situated
an their respective properties, and any pvrtivn of a 208 swale situateci in the public nght-of-way adjacent to their respective
pEnperties with a perrnanent ground cnver as specifed on the current approved plans an file with the County Engineer's Offce.
The prvperty owners xnay install approved shrubbery andlor trees which do not obstruct the flow and percolation of stvrm
drainage water in the 208 swale and drainage ditches, as indicated by the current approved plans on file with khe County
]Engix~e.er's Offic.e.
4. The property owner or his representative shall infortn each succeeding purchaser of all drainage easements an the property and
of his responsibility for rnaintaining surface dfainage paths and swates within said easernen#s.
5. Spokane Ccaunty does nvt accept the re-sponsibil ity for rnaintaining the dra inage caurse on private lcats within drainag e easeYnents
or flQaclplain areas, and accepts no resgansibility fQr any damage whatsoever, including, but not 1imited to inverse cnndernnation
to any properties due to de.ficient construction andlor maintenartce of drainage courses in drainage easements on private property.
6. Whenever #he lot ovvners vr their successvrs in interest fail to maintain the drainage facilities in conformance with the approved
drainage plan, a notice of such failure may be given to the lot owner or their successors in interest by the County. If rrot corrected
within #he period indicateci on said notice, the Cvunty has the n'ght to correct the maintenance failure, or to have it correctecl,
at tha expense of the 1ot owner or their succassors in interesc.
7. Any building that is constructed orr alot in this P1at shall be set at such an elevatiort sa as to provide positive drainage away frarn
any drainage sntry paint to the building (including buc not litxiited to a windvw welI, a windvw unprfltecCed by a windaw well,
or a doonway)- 5aid pasitiue drairiage shall consist of a rninimum slape af 3% away frotn the building for a distance of at leas#
10 feet from the building. The lots shall be gradecl so that either a) all nanoff is route.d away from the building, and conveye.d
over the lot to a natural drainage swale or apprvvecl drainage facility, or b] drainage intercepted on the lot is disposed of on xhe
lot in an apgroved drainage facility. The appraved drainage facility shall be consrructeci in accordance with the approvecl plans
on fiie at the County Engineer's Office. Any revisions to the approved drainag-e plans must be apprvved by the Caunty Engineer's
Office prior to cnnskruckian of said revisians.
S. This covenanf and agreement shall run with the land and shall be binding upvn the owner, their heirs, successors or assigns,
including the obligation to par#icipate arr the maintemarice nf the private road and drainage facilit,ies, as provided herein.
~~~VILDuAL vR CoRPoRATE A+cKvawLEDGEnIErrr)
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S P O K A N E ~ C O U N "I' Y
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OFfICE OF TIIE COUNTY ENCINEER • A DIVISIQN OFTflE PU9LIC WORKS DEf AitTTv1ENT
Ronald C. Hormann, I'.E., Cuunty Engineer Dennis M. Scott, P.E., Director
AGREEMENT TO PAY FEES
ENGINEER'S AGREEMENT NUMI3ER
I
This a reement between S okane Count and I,_~~ rtt►^ 0,,),q b8A ( ~ C C7 C t,`.
g r Y nanre oi ~ son e " ~ '
l P~ )
whose interest in the project is ,,6 U., Act c h- (i.t. owner, agcni, ei$t) '
is entered into this ~ day of , l9 Tl
iis agreement is applicable to the project
known as: 971 ~v e- zlP 4.~/~ dn tojectaJTre~sSr i cnanie ic ~ ` ~ e
cr ry
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That the inclividuals and rarties namecf herein as having an interest in the above deseribeci property or
project agree to the following:
l. Reirnburse Spokane County for project review anci insrection fees as srecified in
Chaptet 9.14 of the Srokane County Code. The fees will bc basecl oil actual salary
costs incurrecl by Spokane County For project reviews anci / or inspections rlus a ten
nercent aclministrative charge, and will he billecf monthly as accrued. Any ftnal
billing amounts, to inclucle any late fees or any otlter exrcnscs incurrecl in tlie
collection of an overciue account must be raicl rrior to Ilie County's accertance af
the project for filing.
2. The undersigned agrees that these fees are ciue anci payable uran reeeipt of ttie
billing as srecifiecl above.
3. Any invoices not raicf witliin 30 days of the invoice clate will be subjectecl to a late
fee charge of l% per month (12% per year) on the unnaicl balnnce oF the account
ancl any aceruecl late fee charges. In adclition, if any outstancling balance an ttle
account for tltis project is not raid witltin 30 cfays of the invoice clate, no fiartller
reviews of the project ciocuments will be conclucteci until tlie entire account balance
is paicf. Any balance on the account for this project not raicl witllin 65 days of tlle
invoice date rnay result in legal action or the initation of other coltection proceclures,
inclucfing referral to a collection agency. 71ie Sponsor will be liable for any and all
expenses incurred by the County for the collection of overclue accounts.
4. T1ie montttly bilting sliotilc1 Ue sent to the attention oF: .
NAME: DPCD C c~crc.. ~ 4G~ ~ S
ADDRESS: ~o x ~4 4 5~ ~
CITY, STATE: :5 Pv k-6- v.-~ (AJ e,
ZIP CODE: c7 cf Z lq
PI-ION E#: ~ 4 ar q 2
I unclerstanci tliat failure to ray these fees may result in delay in completion or arrroval of the project or
other rossible sanctions.
❑ If this fee agrcemcrit is cornpleted by someone othcr than the Sronsor (i.e., the
project owner or aprincipal in the firm sponsoring tlie project), such as lhe Engineer
designing the project, then written authorization from the Sronsor specificully
nutliorizing lhe Asent to execute tliis Fee ,Agreer1 ent is attached to this Fee
Agreement.
StGNATiJRF IIy:
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, (PRINT NAME) ~
RETURN YELLOW CnI'Y TO SPOKANE COUNTY ENC[NECRS
k\pV\agrcemen.fce 8/20/93 XA► 1 mr, n..,,-,. e..o wn ~~%rn_m 7n trnrn e~~.,vnn r• n x rt;nm ef;A_e71C;
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_ . . Date .19 1
No. ~ - ~ ) ~275
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'Address:
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P. 0. BOX 14453 SPRAGUE & SULLIVAN BRANCH
SPaKANE, WA 99214 VERADALE, WASHINGTON 99037
(509) 992-8854 19•10-1250 /
CONTRACTOR'S UC. N0. OPCOGC•080DC
PAY TO THE OP~
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~ . BEFORE THE SPOKANE COUNTY PLANNING DEPARTMENT
IN THE MATTER OF ) FYNDINGS OF FACT,
SHORT PLAT NO. SP-871-93 ) CONCLUSIONS AND
. DECISION
THIS MATTER, an application for subdivision of land, from Loralee Gray has been 2 DVI? 'ved and decide upon, pursuant to Spokane County Subdivision regulations, on the
daY of t•~ ~ , 1993.
~
FYNDYNGS OF FACT AND CONCLUSIONS
1. The ind.ividual signing below has further been properly delegated the responsibility for '
rendering the decision by the Spokane County Director of Planning.
2. The proposal is to divide approximately 1.7 acres into 41ots for one existing single
family dwelling and three additional single family dwellings and those uses permitted in
the underlying zone.
3. The proposal is generally located south of and adjacent to Wellesley Avenue at ttle ,
intersection of Bannen Street and Wellesley Avenue in the NW 1/4 of Section 2,
Township 25 North, Range 44 E.W.M. Spokane County, Washington.
4. The existing zoning of the property described in the application is Urban Residential-
3.5 (UR-3.5), previously established as Agriculturai (A) (File # 4-24-42) zoning in
1942 and reclassified 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
pzoposal dces conform to the requirements of the existing UR-3.5 7one.
5. The Spokane County Comprehensive Plan designates this area as Urban. The
development and uses proposed are generally in accord with this category.
. 6. Surrounding uses are primarily single family residence and open space.
7. The requu-ed public notice was provided for this proposal and agencies having a
potential interest in the project were notified and recommendations solicited.
8. Comments were received from an adjoining property owner regarding the proposed
primary road (easement) to access Lots 3 and 4. A response will be provided by the
County Division of EngineerYng and Roads.
9. The Spokane Counry Arterial Road Plan identifies Wellesley Avenue as a Principal
Arterial with a future right of way width of 100 feet. The existing right of way width is
60 feet. In order to implement the Arterial Road Plan, the County Engineer has
requested dedication of a strip of property four (4) feet in width along the Wellesley
Avenue frontage. In addition, a strip of property 16 feet in width along the Wellesley
Avenue frontage sha11 be set aside as a Future Acquisition Area.
10. The site is located within the Public Transportarion Benefit Area (PTBA), which the
Spokane Transit Authoriry (STA) provides public transportation services. STA
Valley/Trentwood Route 20 provides connecting services to the site.
11. The proposed short plat will be served by a public water system. Waste water disposal
will be as uuthorized by the Director of Utilities.
12. The Spokane County Parks Department has commented on the proposed short plat.
The Parks Departrnent has requested a voluntary agreement be completed between the
Parks Department and the property owner to mitigate impacts to the County Park
system. County legal counsel has indicated such agreements may be required. T'he
Spokane County Planning Department recommends the propezty owner negoriate with
the Spokane County Parks Deparnnent to provide for appropriate capital faciliaes as
required by the Revised Code of Washington (RCW) 58.17.110. Approval of this
short plat should include conditions requiring that provisions for appropriate facilities
be in place prior to recording this final plat in the foxm of a written agreement between
the owner and the Spokane County Parks Department
~ •
FIlNDINGS AND DECZSION SP-871-93 Page 2
. 13. Recognizing the recommended conditions and Spokane County development standards,
the proposed short subdivision 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. -
The subdivision proposal is generally consistent with RCW 58.17 and the County
subdivision regulations, promoting the public health, safery and genera.l welfare in
accordance with standards established by the state and Spokane County. The Planning
Department 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 and/or 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).
DE(:ISInN
Based upon the above noted Findings of Fact and Conclusions, Short Plat Application
SP-871-93 is hereby APPROVED until September l, 1996, subject to conditions noted
below. Most of the conditions of approval shall be accomplished by the applicant and/or
sponsor prior to finalization of the short subdivision. This decision is final unless
appealed in wriang, consistent with adopted appeal procedures.
COUNTY PLANNING DEPARTMENT CONDITIONS
1. All conditions imposed by the Planning Department shall be binding on the
"Applicant", which term shall include the owner or owners of the property, heirs,
assigns and successors.
2. The proposal shall comply with the Urbari Residential-3.5 (UR-3.5) zone as amended.
3. The final plat shall be designed substantially in conforniance with the preliminary plat
of record. No increase of density or number of lots shall occur without a change of
cond.ition application submittal and approval.
4. The Planning Director/designee shall review any proposed final plat [o ensure
compliance with these Findings and Conditions of Approval.
5. The preliminary plat is given conditional approval for three (3) years, specifically to
September 1, 1996. The applicant may request an extension of time by submitting a
written request approximately forty-five (45) days prior to the above eYpiraaon date.
6. Three (3) current certificates of title shall be furnished to the Planning Department prior
to filing the final plat. .
7. Appropriate utility easements 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. Appropri ate road name(s) shall be indicated.
i ' .
FINDINGS AND DECISION SP-871-93 Page 3
. 9. The final plat map shall indicate by a clear, dashed line the required yard setbacks from
all private, "Tract X" or public roads. The dedication shall contain the following
statement:
"Side yard and rear yard setbacks shall be determined at the time 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 approvals are obtained."
10. The Spokane County Planning Department shall prepare and record with Che County
Auditor a Title Norice specifying a future land acquisirion 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 Planning Department. The notice should be recorded within the same
time frame as an appeal and shall provide the following:
a. At least 16 feet of reserved future acquisition area for road right-of-way and utilities, in addition to the newly dedicated right-of-way along Wellesley Avenue.
NOTE: The County Engineer has required 4 feet of new dedicarion.
b. Future building and other setbacks required by the Spokane County Zoning Code
shall be measured from the reserved futLue acquisition area.
c. No required landscaping, parking, '208' areas, clrainfield 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, shall 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 "intcrim"
improvements at the time Spokane County makes roadway improvements after
. acquiring said future acquisition area.
11. The final plat shall indicate yard setback arc lengths on cul-de-sac lots which meet or
exceed the minimum frontage of the underiying zone of the final plat.
12. A plan for water facilities adequate for domestic service and fire protection shall be
approved by the water purveyor, appropriate fire protection disrrict, Counry 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 regularions. The Water Plan and certification shall be drafted on a
transparency suitable for reproduction and be signed by the plat sponsor.
13. The water purveyor shall certify that appropriate contractual arrangements and schedule
of improvements have been made with the 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 permits within the final plat. The arrangements or
agreements shall include a provision holding Spokane County and the purveyor
harmless from claims by any lot purchaser refused a building pernut due to the failure
of the subdivision sponsor to satisfactorily complete the approved water system.
14. The final plat dedication shall contain the following statement:
"The public water system, pursuant to dl° Water Plan approved by county and state
health authorities, the local fire protection district, County Division of Buildings and
water purveyor, shall be installed within this subdivision, and the applicant shall
provide for individual domestic water service as well as fire protection to each lot prior
to sale of each lot and prior to issuance of a building permit for each lot."
15. 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
certif'ication 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 showi.ng the "as-built" water system.
' -
FrND1NGS AND DECISION SP-871-93 Page 4
16. The Water Plan and the above four (4) cond.ieons of approval regarding the Water Plan
may be waived by the Planning Director/designee upon receipt of letters froiil 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.
17. The Owner shall negotiate with the Spokane Courity Parks Department and submit a
recorded copy of the agreement ma.king provisions for parks prior to finalization and recording of this short plat. The agreement shall provide a written description of the
subject property to which the agreement applies and also state the dollar amount and
any other agreed to mitigating measure(s).
The Owner shall also notify any potential purchasers who have made an agreement to
purchase property within said plat pursuant to the Revised Code of Washington
(58.17.205), that appropriate provisions for public parks must be made conditioned on
a future agreement between the plattor and County Parks Deparnnent.
Voluntary agreements between the Owner and Spokane County Parks Department shall
conform to the requirements of the Revised Code of Washington Chapter 82.02.
18. A survey is required prior to the filing of a final plat.
COUNTX DIVISION OF ENGINEERINC AND ROADS CONDITIONS
1. The conditional approval of the plat is given by the Counry Engineer subject to
dedication of right-of-way and approval of the road system as indicated in the
preliminary plat of record.
2. Plans, profiles, and cross-sections as designed to County standards showing proposed
street centerline and curb grades shall be submitted to the County Engineer for approval
prior to construction and/or the filing of each final plat; road plans to be prepared under
the direction of a licensed Professional Civil Engineer.
3. Drainage plans and design calculations showing the alignment of drainage facilities
shall be submitted to the County Engineer for approval 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.
4. No construction work is to be performed within the existing or proposed public right-
of-way unril a permit has been issued by the County Engineer. All work is subject to
inspection and approval by the County Engineer.
5. Individual driveway access permits are re,quired prior to issuance of a building pernut
for driveway approaches to the county road system.
/"6. Dedication of 4 feet of additional right-of-way along Wellesley Avenue is required.
7. Existing county roads providing direct access to the plat shall bc paved and/or curbc;d to
Spokane County standards.
8. Sidewalks axe required along the arterial(s) on Wellesley Avenue. •
9. The word "applicant" shall include the owner or owners of the property, his heirs,
assigns and successors.
10. 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 Disrrict (RID) for said
improvements, pursuant to RCW 36.88, as amended. 1at such time as an RID is
created or any Road Improvement Project is sanctioned by Spokane County, the
improvements required (curb, sidewaik, dxainage 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 Wellesley Avenue.
. .
, , .
FIND]NGS AND DECISION SP-871-93 Page 5
11. 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 County Road Project
(CRP) to the extent of the required road improvements. At such rime as an RID is
created or any Road Improvement Pr-oject 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 Wellesley Avenue.
12. The following statement shal.l 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 a Road Improvement District
(RID) by the petition method pursuant to Chapter 36.88 RCW, which petition
includes the owner(s)' property, and further not to object, by the signing of a
ballot, to the fonnarion of an RID by the resolution method pursuant to Chapter
36.88 RCW, which resolurion includes the owner(s)' property. If an RID is
formed by either the petition or resolution method as provided for in Chapter
36.88 RCW, the owner(s) or successor(s) further agree:
(a) that the improvement(s) or consm.iction contemplated within the proposed
RID is feasible;
(b) that the benefits to be derived from the formafion of the RID by the property
included therein, together with the amount of any County parricipation,
exceed the cost and expense of' formation of the RID; and
(c) that the property within the proposed RID is sufficiently developed.
Provided further that the owner(s) or 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 an RID by either petition or resolurion meChod under Chapter
36.88 RCW, and to appeal to the Superior Court the decision of the Board
of County Commissioners affirming the final assessment roll.
It is further agreed that 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) will be at the sole
expense of the undersigned owner(s), their heirs, grantees and assigns
without participation by Spokane County.
- The RID waiver contained in this agreement shall expixe after ten (10) years
from the date of execution below. However, the owner(s) or successor(s)
agree that if said RID waiver expires without construction of the xequired
improvements, the owner(s) or successor(s) agree to construct the required
improvements at their own expense, pay to Spokane County the then
estimated cost of the required improvements to enable the County to
complete the same, or furnish a bond or other secure method suitable to the
County (which may include the execution of another RID waiver agreement)
providing for or securing to the County the actual construction of the
improvements.
All of the requirements of this agreement shall run with the land and shall be
binding upon the owner(s), their uccessor(s) or assign(s)." This provision
' -is applicable to Wellesley Avc;nut
13. The County Engineer has designated Typical Roadway Section Number Two, Principal
Arterial standard for the improvement of Wellesley Avenue, which is adjacent to the
proposed development. This will require the addition of approximately 6-8 feet of
asphalt along the frontage of the development. The construction of curbing and
sidewalk is also required.
14. The proposed private road(s) as shown on the preliminary plat serving 2 lots with no
extension possible is approved by the.County Engineer.
15. Private road(s) shall be improved to Spokane County standard for a Urban private road
standard serving 21ots, and are subject to approval under Section 10.207 of the
Spokane County Fire Code.
. .
, . • _
. , FINDINGS AND DECISION SP-871-93 Page 6
0-16-All vested owners ~ sha.ll sign and record private road documents as prescribed by the
Spokane County Engineer. These documents shall be reviewed and approved by the
Spokane County Engineer prior to recording with the Spokane' County Auditor.
Recording numbers shall be referenceci in the dedicatory language of the plat.
17. The following statement shall be placed in the plat dedication:
"WARNING: Spokane County has no responsibility to build, improve, maintain or
otherwise service the private roads contained within or provide service to the property
described in this plat. By accepting this plat or subsequently by allowing a building
permit to be issued on property on a private road, Spokane County assumes no
obligation for said private 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 or provide drainage or snow removal on a
private road. This requirement is and shall run with the land and shall be binding upon
the owner(s), their heirs, successors or assigns, including the obligation to participate
in the maintenance of the private road as provided herein."
18. The proposed subdivision shall be improved to the standards set forth in Spokane
- County Board of Commissioners Resolution No. 80-1592, as amended, which
resolution establishes regulations for roads, approaches, drainage and fees in new
construction.
19. The County Engineer has examined this development proposal and has determined that
the impact of this proposal upon the exisring county road system warrants the
dedication of additional right-of-way and the roadway improvements herein specified.
20. The following statement shall be placed in the final plat dedication: "The private road as
shown hereon is an easement which provides a means of ingress and egress for those Iots within the subdivision having frontage thereon."
21. The County Arterial Road Plan identifies Wellesley Avenue as a Principal Arterial. The
existing right-of-way width of 60 feet is not consistent with that specified in the Plan.
In order to implement the Arterial Road Plan, in addition to the required right-of-way
ded.ication, a strip of property 16 feet in width along the Wellesley Avenue frontage shall be set aside in reserve. This property may be acquired by Spokane County at the
time when arterial improvements are made to Wellesley Avenue. *
22. There may exist utilities, either underground or overhead, affecting the subject
property, including property to be dedicated or set asYde for future acquisition.
Spokane County assumes no financial obligation for. adjustments or relocation
regarding these utilities. Applicant(s) should check with the applicable urility purveyor
- and the Spokane County Engineer to deternune whether applicant(s) or the utility is
responsible for adjustment or relocarion costs and to make arrangements for any -
necessary work. .
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 urility easements shall be indicated on copies of the preliminary plat of
record £or distribution by the Planning Department 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 Utilities, Spokane
County. 4. Water service shall be coordinated through the Director of Utiliries, Spokane County.
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 tract of the plat.
Y ' ~ - •
FINDIINGS AND DECISION SP-871-93 Page 7
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. Prior to filing the final plat, the sponsor shall demonstrate to the sarisfaction of the
Spokane County Health District that suitable sites for on-site sewage disposal systems
are available on tracts 2, 3, and 4.
9. Prior to filing the final plat, the sponsor shall demonstrate to the satisfaction of the
Spokane County Health District that the existing on-site sewage disposal system serving the residence located on tract 1 is wholly located within the boundaries of the
tract.
10. 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.
11. The ded.icatory 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."
12. The dedicatory language on the plat shall state: "Use of private wells and water -
systems is prohibited."
13. 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, County Division of Buildings and water purveyor, shall be
installed within this plat, and the applicant shall provide for individual domestic water
service as well as fi.re protection to each tract prior to sa.le of each tract and prior to
issuance of a building permit for each tract."
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 authorizarion is conditioned
on 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.
2. The dedicarion shall state:
"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 L1LID by petition method pursuant to RCW
' 36.94, which petition includes the owneT,(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)' property. 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 conjuncbon
with the formation of a ULID by either petition or'resolurion method under RCW
Chapter 36.94."
3. Any water service for this project shall be provided in accordance with the Coordinated
Water System Plan for Spokane County, as amended.
4. The dedication shall state: "Each new dwelling unit shall bc double-plumbed for
connection to future areawide collection svstems."
,
5. A dry sewer connection to the future areawide sewerage system shall be constructed.
Plans and specifications for the dry sewer connection shall be reviewed and approved
by the Utilities Department.
COUNTY DIVISION OF BUILDINGS CONDITIONS
1. The applicant shall contact the Division of Ruildings 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 APPARATUS ACCESS ROADS; FIl2E HYDRANT/FLOW; APPR4VED
WATER SYSTEMS; BUILDIlVG ACCESSIBILITY; CONSTRUCTION TYPE;
OCCUPANCY CLASSTFICATION; EXITING; EX1'ERIOR WALL PROTECTION;
FINDINGS AND DECISION SP-871-93 Page $
. AND ENERGY CODE REGULATIONS. (Note: The Division of Buildings reserves
the right to confirm the actual address at the time of building pernut.)
SPOKANE COUNTY FIRE DISTRYCT NO. 1 CONDITIONS
1. Spokane Valley Fire Department will require one fire hydrant to be located at the
entrance to Wellesley Avenue.
Approved the day of August, 1993.
~yo JOHN PEDERS ON Senior Planner
For: John Todd, Planner I
Under State Law and County Ordinance, you have the right to appeal this decision to the
Spokane County Hearing Examiner Committee. Upon receipt of an appeal, a public hearing
will be scheduled. Yf you desire to file such an appeal, you must submit a letter along with the
appropriate appeal fee, payable to the Spokane County Treasurer, within ten (10) calendar days
from the date this decision is signed.
If you have any questions, please call the Planning DepartmenL at 456-2205.
pc: County Division of Engineering and Roads
County Division of Utilities
County Health District
County Division of Buildings
County Division of Parks, Recreation and Fair
East Valley School District No. 361
Fire District No. 1
Trentwood Irrigation District Loralee Gray, 14114 East Wellesley Avenue, Spokane, WA. 99216
David Evans & Associates, 110 West Cataldo, Spokane, WA. 99201
Susan Moms, N. 4613 Best Road, Spokane, WA. 99216
File
i
F
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~
OFFICE OF THE SPDKAAIE CDUNTY ENGINEER
1026 W Broadway Ave, Spo}cane, WA 99260-0170 (509)456-3F0O Fax 324-3478
-SHORT PLA"I' REQUZREMENTS-
TD: Spokane County Planning Departrnent f Plats Administra►tor
FRDM: Division Of Engineerirrg & Raads
DATE: At1g11 st 16, 1993
,
SCTSJECT; BP t 871 1 GRAY, LOR,ALEE .
Tlae follvwinq I'Conditions of Aggroval" for the ahove refere=ed 9L1b$1V1s1on
are submitted to the Bpvkane Colunty Planning Department for inclwiion in ths
"Findings and Order" shvuld the ahart plat be approved.
E 1 That conditianal apprvval of the plat by the County Engineer is given
sublect ta dedication of Right-of-Way and appraval of the road system as
indicated in the prelirninary plat of reccard.
E 2 That plans, profiles and cross sections as designed to County standards
showing proposed street centerline and curb grades be subrnitted to the
County Engineer fvr approval prior ta ca-nstruction and/or the f i 1 ing vf
a final plat; road plans to be prepared under the direction of a
licensed Professional Civil Engineer.
E 3 That drainage plans and desY+gn calculations showing the a'lignment of
drainage facili.ties be subrnitted to the C+ounty Engineer for approval
prior to constructian and/or the filing of the final plat. Drainaqe
plans to be prepared under the direotion of alicensed Professional
Civi 1 Engineer.
E G No eanstruction work is to be performed within the existing or proposed
Public Right-af-Way until a perrnit has been issued by the County
Engineer. A11 wvrk is subject to inspectian and approval by th-e County
Engineer.
E12 The applicant should be advised that individual driveway access perrnits
are required priar ta issuance of a building germit for driveway
apprvaches to the County road systern.
E13 Dedication af 9 feet Qf additional Right--of-Way along We1leslev Avenue.
E16 ~xisting County roads providing direct access to the plat shall be pa'ved
and for curlaed to 5pokane Cvunty standards.
E18 That sidewalks are required alonq the arterial (s) ~n Welleslev Avenue,
E19 The word "applicant" shall include th+e owner (s) of the propertyr his fher
heirs, assigns and successors.
E20 Ta construct the road irnprovernents stated herein, the applicant may,
with the approval of the County Engineer, join in and be a willing
participant in any petition or resolutian which purposes is the
farmativn af aRoad Improvemer~t District (FtID) for said irnprovements
pursuant to RCW 36.88, as arnended. At such time, as an RID is created or
any Road Imprvvement Project is sanctioned by Spokane county, the
improvements required (curb, sidewalk, drainage contrvl anol paving ta
exi.sting pavement) wi 1l be at the sole expense of the unders igned owner,
their heirs, grantees and assigns. This provisiori is applicable to
Welleslev Avenue.
E21 As an alternative methad of constructing the raad Yrnprovement stated
herein, the applicant may, with the apprvval af the County Engineer,
accornplish the road improvements stated herein by joining and '
participating in a County Road Project (CRP) ta the extent of the
required road imprvvernent. At such time as an RID is created ar any
Road Improvernent Project is sanctioned by Spakane Cvuntyf the
improvernents required {curb, sidewalkr drainage control and pavinc} ta
existing pavement) wil1 be at the sole expense of the undersigned owner,
their heirs, grante+es and assigns. This provisian is applicable to
We1lesYey Av►enue.
t '
y ~
i
SHORT PLAT: # 871 / GRAY, LORALEE 2
E22 That the followinq statement shall appear within the dedicatory language
of the final plat:
The owner(s) or successor(s) in interest-,agree to authorize Spokane
County to place their name (s) on a petition for the formation of a
Road Improvement District (RID) by the petition method pursuant to
Chapter 36.88 RCW, which petition includes the owner(.s) property, and
further not to object, by the signing of a ballot, the formation of
a RID by the resolution method pursuant to Chapter 36.88 RCW, which
resolution includes the owner(s) property. If a RID is formed by
either the petition or resolution method, as provided for in Chapter
36.88 RCW, the owner(s) or successor(s) further agree: (1) that the
improvements or construction contemplated within the proposed RID is
feasible, (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 RID is
suff iciently developed. Provided, further, the owner(s) or
successor(s) shall retain the right, as authorized under RCW
36.88.090, to obj ect 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 petition or resolution method under Chapter 36.88 RCW,
and to appeal to the Superior Court the decision of the Board of
County Commissioners affirming the final assessment roll. It is
further agreed that 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) will be at the
sole expense of the undersigned owner, their heirs, grantees and
assigns without participation by Spokane County.
The RID waiver contained in this agreement shall expire after ten
(10) years from the date of execution below. However, the owner(s)
or successor(s) agree that if said RID waiver expires without
construction of the required improvements, the owner(s) or
successor(s) agree to construct the required improvements at their own ,
expense; pay to Spokane County the then estimated cost of the required
improvemenzs to enable the County to complete the same; or furnish a
bond or other secure method suitable to the County (which may include
the execution of another RID waiver agreement), providing for or
securing to the County the actual construction of the improvements.
All of the requirements of this agreement shall run with the land and
shall be binding upon the owner(s), their successor(s) or assign(s).
This provision is applicable to Wellesley Avenue.
E24 The County Engineer has designated Typical Roadway Section Number Twoi
Principal Arterial Standard for the improvement of Wellesley Avenue
which is adjacent to the proposed development. This will require the
addition of approximately 6-e feet of asphalt along the frontage of the
development. The construction of curbing sidewalk is also required.
E26 The proposed private road(s) as shown on the preliminary plat serving 2
lots with no extension possible is approved by the County Engineer.
E27 That private road(s) be improved to Spokane County standard for a urban
private road standard serving 2 lots.
E30 All vested owners shall sign and record private road documents as
prescribed by the Spokane County Engineer. These documents shall be
reviewed and approved by the Spokane County Engineer prior to recording
with the Spokane County Auditor. Recording numbers shall be referenced
in the dedicatory language of the plat.
E31 That the following statement be placed in the plat dedication: WARNING:
Spokane County has no responsibility to build, improve, maintain or
other wise service the private roads contained within or providing
service to the property described in this plat. By accepting this plat
or subsequently by allowing a building permit to be issued on property
r
SHORT PLAT: # 871 / GRAY, LORALEE 3
on a private road, Spokane County assumes no obligation for said private
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 a private road. This requirement is and shall run with
the land and shall be binding upon the owner; their heirs, successors or
assigns including the obligation to participate in the maintenance of
the private road as provided herein. ,
,
E32 The proposed plat shall be improved to the standards set forth in
Spokane County Board of Commissioners Resolution No. 80-1592, 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 dedication of additional Right of Way and the
roadway improvements herein specified.
.
E35 That the following statement must be placed in the plat dedication:
"The private road as shown hereon is an easement which provides a means
of ingress and egress for those lots within the plat having frontage
thereon."
E61 The County Arterial Road plan identifies Wellesley Avenue as a Principal
Arterial. The existing right of way width of 60 feet is not consistent
with that specified in The Plan. In order to implement the Arterial
Road Plan it is recommended that in addition to the required right of
way dedication, a strip of property 16 feet in width along the Wellesley
Avenue frontage be set aside in reserve. This property may be acquired
by Spokane County at the time when Arterial Improvements are made to
Wellesley Avenue.
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 for 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.
ieeeeeeeeeeeeeeeeeeeeeeeeeeeeeeeeqReport Viewerfleeeeeeeeeeeeeeeeeeeeeeeeeeeeeee;
°PAGE 1 10:52:32 09 AUG 1993 0
°Road# Roa3 Names.......... MPost. Reference Descriptio Road Log Info.........
.
005246 WELLESLEY AV (HILLYA 00.000 BMP of road U 16 PAVED 220
005247 WELLESLEY AVE 00.000 VISTA RD U 19 PAVED 28
° 00.050 SIPPLE RD U 19 PAVED 280
005248 WELLESLEY AVE 00.000 UPRIVER DR U 19 PAVED 16
° 00.310 ARGONNE RD U 19 PAVED 200
° 00.680 FARR RD U 19 LIGHT BITUM. 20
005249 WELLESLEY AVE 00.000 BMP of road U 15 PAVED 280
° 00.010 UPRIVER DR U 15 PAVED 28
° 00.500 MCDONALD RD U 15 PAVED 200
° 00.670 KELLER RD U 15 PAVED 20
° 00.850 MAYHEW RD U 15 PAVED 200
° 01.000 EVERGREEN RD U 14 PAVED 22
° 01.200 BANNEN RD U 14 PAVED 360
° 01.250 BEST RD U 14 PAVED 22
° 01.320 REES RD U 14 PAVED 220
° 01.500 ADAMS ST U 14 PAVED 22
° 01.600 BURNS RD U 16 PAVED 220
° 01.690 LUCILLE RD U 16 PAVED 22
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°PA+GE 1 10.53.25 09 AUG 1993' o
°Road# Road Names...,,..... MPost. Reference Descriptia Road Log Info
000224 BANNEN CT 00.{)00 BNIP of r'oK3d LT 19 LIGHT $I"1`TJM. 200
° 00.060 LDtdGFEI.,Lf3ViT ATiI U 19 LIGHT BITL1M. 20
000241 BANNEN CT D D. 0 0 0 BMP OF ROAD CT 19 PAVED 360
000225 BAIVNEN RD 00.000 2 0TH AVE U 19PAVED 40
° - 0 0 . 070 1 9TH AV LX 19 PAVED 400
° 00.130 IS TH AV U 19 PAVED 40
° 00.190 17 TH AV a
000226 SANNEN RD 00.000 BNiP of raad LT 19 PAVED 40
° 00.120 8 TH AV L7 19 PAVED 400
000227 BAN'NEN RD 00.000 SPRAGTJE AV LT 19 LIGHT BITUM, 20
° 00.270 VALLEYWAY AV [T 19 LIGHT BITUNl. 200
000228 BANNEN RD 00.000 MALLQN AV 'U 19 PAVED 40
° 00.060 CA'i'ALDO AV U 19 PAV ED 400
000229 BANNEN F:D 00. 0 0 4WELLESLEY AVE U 19 PAVED 36
° 00.190 OLYMF I C AV U 19 PAVED 300
° 00.250 QUEEN AV i7 19 PAVED 30
° 00.320 CROWN AV LT 19 C RAVEL 2211
° 00.500 FORKER RD U 19 GRAVEL 22
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PL~~~~~ ~~PARTMENi WALLIs Q. H~UBBARD, Dra~ECrOR
. MEMORAI~~UM
TO: Division af Eng-ineen'ng and Roads
Division of Utilities
Departrnent of Buildx.ngs
,Spokant County Health Districx
Spoka.r1e County Parks Departn-ient
Sgokane County Fire Drstrict #1
_ Treniwood, Irrigation Distr-ict
East Val~ty ~choal District
-
,
FROM: John Todd, Planner T
.DA'M August 4, 1993
SUB.T~CT: Preliminaxy Shart Plat SP-871-93
Attached is acapy of the application and praposed preliminary Short Flat xnap submitted bY -
Loralee Gray for the svbdivision of approx.~xnatcly 1,7 acres into 4lots for one existing
single farnily resrdence and 3 new single family dwellxrigs and those uses allowed in the
underlying zone.
Please review this -proposal and return youi- comments and recor~-imendat-i,ons by August
18, 1993. rf you have a.ny questions regarding thzs fi1e, yau ma.y contact me at 456-2205.
Please c1ireet any vvritten response to J'ohn Tadd.
Tha_n.c you for your prornpt attention.
Sam
Enclosures
L:. LOI"cl~~e Gr'r_ly, .14114 Ec1Sl WclIeSlcy AVeIlue., SpO]CcLI'le, WA 99216
WFSr1026 8~~ADwAY AvENuE • SPoxANE, VVAsr~INGTotv 99260-0240 •(5D9) 456-2205
4 '
e.
SPOKANE COUNTY PLANNING
- PRELIMIN'ARY SHORT PLAT APPL1CATION
PAR1~ I
A.
NAME QF AI'PLTCAN'T"/RLPRI-:SFN-T`flI'iVF--: L ORA L E E G RAY
MAILWG AnDRF-ss: E1~114 WELLEs~~~ AVENuE
. CITY: SPOKAN~ STATE: WASHI ldGTUN ZIP. 99216
PHONE: 328-0900 (Work) 924-6/30
(hnm e
IF APFLXCANT IS NDT OWNER, INCLUDE WRI'FTEN ~WNER AUTHORXZATIQN
FDR APPLICAIUT TO SERVE AS R.EP~~SEN7'A.TIVE.
~~GALoWNER'S ~r~:E. zRvz~a & M. PATRICIA LISY~T~NE: 925-6339 -
MAILIN~ ~DREsS: p. a,. aax 633 vERaDALE, WasHINGTaN 99037
PROrECTfPROP05 AL SX'7'E ARE A (acres or sq. [L] E1~114 WELLES L E Y (A P P R D}t . A C RE S)
AD.TAC'EN7' AREA OWNED OR CONTROLLEL} (acr~s or sq. ft.) N/A
AsSEssoa~ PARcEL #S 0FPR0.rEeT/PR0P0sAL 450 2 2 .1 107 _
AssEsSOR pA~~EL g's ~F ADJAcr.N.c ~EA OWNF-D aR CoNTRoLLED N 1 A
sxRF-ET ~DRF-Ss OF PRoPOsAL E14114 WELLFsLEr sP~~ANE, WaSHrNGroN 99215
EXISTING ZQNF, CLASSMCATIdN(S) (D,d,TE ESTABLISFIED) U R -3. ~
F-X~~TING CJSE OF PROPERTY RES I D EN7IA L
COMPREHENSTVE PLAN CATF-GpRY. U R B AN SeHaOLnIsrx~CT' " EASr ~AL~ EY . FT~ ~~~~ICT #1 WATER PUR`1-EY0R TR E N 7W 0 0 D IR R I G A T 10 N
PROFOSED USE OF PR~PER`IY: ' -
. Single family dwellings (X) X?uplexes { } Mulffamily dwellings ( )
Manufaciuze,d homes ( } Business ( } Industrial { } Mixcd Use
OLher ( ) - Descnibe:
,
L.IST f'REVZ4US PLANNNG DEPARTMEN'!` ACTrONS FNVOLVYNCr 7H1'S PROPER7"Y: -J~J A
B. LEGAL LNFORUATTQ~L
SOUTH OF AND ADJACENT T~ ~~ELLESL~Y AVFNUE
L OC A'I'IC)I~ ~F PR 0 Po S.Af-: _LERJLn X UlA T ~ ~ ~ ~ Jj_~LF S T 0 F $ F 5 T
SECTIQN 2 TQ~Ii SHTP 25 ~ ~ ~
R~~~~
~~BLfc ROAD(S) PRoVrDzNG Ace17sS: W,.ELLE s LEY •
WID7`H OF FkOPF-,RTY FRONI'IItiiG ON FUBLIC ROAD: 228 `
DOF-S TT,-.T,E PROPOSAL HA'VE A~CFSS 7O AN A.RTSRiAL OR F'LANNE,D ~TF-R~AL (X) YFS NO
'iNAME{S} QF AR'IERIAL ROADS WFLLE S L E Y
LEGAL DESCRIPTION OF FROFERT`f (~ttach legal descripuon starnped ~y Land Surveyar). IIVCLUDE
LEGAI. DESCRxP'FION FOR EN`Ti'IRE AREA TO BE S CF13 DIVZDE~ ON PRELIM1NARY SHORT PLAT.
0,~~
~
~Q"! 7
. 2
" PR~,LDYMNARY SHORT PLAT Al'PLICATION Page 2 of 4
IF YOU DO NOT HOLD TITLE TO PROPERTY, WHAT IS YOUR TNTEREST IN IT?
SUBJECT PROPERTY 01JNED BY PARENTS...ASSISTING IN DEVELOPMENT
WHAT ARE THE CHANGED CONDITIONS OF THE AREA WHICH YOU FEEL MAK.E THIS
PROPOSAL WARRANTED? NE I GHBORHOOD GROWI NG AS S I NGLE FAMI L.Y HOUS I NG
AREA SERVED BY NEWER SCHOOLS...UNDEVELOPED AREAS HAZARDOUS FOR CHILDREN
AS IN FIRE ET AL
WHAT IMPACT WILL THE PROPOSED SI-i012T PLAT HAVE ON THfi AD1ACENT PROPEFtTIES?
CONSISTENT WITH ADJACENT PROPERTIES
WHAT FACTORS SUPPORT THE PROPOSED SHORT PLAT?
DEVELOPMENT CONSISTENT WITH NEIGHBORHOOD EVOLUTION
WHAT MEASURES DO YOU PROPUSE TO MTTIGATE YOUR PROFOSAL'S IMPACT ON
SURROUNDINGLANaJUSE? CONSTRUCT I ON OF HOMES SHOULD I NCREASE VALUE
OF SURROUNDING RESIDENCES
C. PE 1,'LIMItjARY SHnRT PLAT CENERAL rNFnRMATYnN:
NtJMBER OF LOTS: 4 GROS S AREA: 75, 240 S Q. F T.
TYPICAL LOT SIZE: 15,000 SQ. .F T. pROPOSED NET DENSITY*: Z/ A C R E
SMALLEST LOT SIZE: 13,000 S Q. F T. NiYNIMtTM FRONTAGE: $ 0'
PROPOSED SOURCE OF W ATER:
Individual wells Public system a} Private Community System •
Other ( ) - Describe: PKOPOSED MEA,NS OF SEWAGE DISPOSAL:
Public sewer O Communily sysLcm O ScpLic tank and drainfcld (X)
Doublc Plumbing O Dry Scwcr O Othcr O
Describe:
UTILITY COMPANTEES AND/OR DISTI2ICTS TO PROVIDL SERVTCE TO THIS-PRQPOSAL:
Electricity: WASH I NGTON WATER PQWER Scwer: PR I V A T E
Gas; WASHI NGTON WATER Water.TRENTW00D I RR I GATI Okbhone: US WEST
DO YOU, OR THE OWNER IN THE EVENT YOU 1?O TiOT OWN THIS PROPERTY, HAVE A_NY
PLANS FOR FLJTURE ADDITTONS, EXPANSIONS OR FURTHER ACTIVITY RELATED TO THIS
PROPOSAL? Yes No ( X) LF YES, EXPLAIN:
D. PRELYMZ~LARY $HnRT PLAT IIVIPI2nVEMENT INFnRMATZnN;
LEVEL OF STREET IMPROVEMENTS PROPOSED: Private roads Q()
Public roads Artcrial roads Tract X roads
DESCRIBE ANY COMBINATION OF ABOVE:
ESTXMATED TIME PERIOD EXPECTED FOR COMPLETE DEVELOPMENT OF THE SUBDIVISION:
90 DAYS -
IS PHASiNG OF THE FINALY.ZATION OF THE SHORT PLAT PROPOSED? Ycs N0 (X)
IF YES, SHOW PHASING ON TH:E PRELIMINARY SHORT PLAT MAP.
IS DEDICATION OF LAND FOR PUBLTC USE CQNTFMI'LATED (Parks, schools, etc.)? Yes No X)
IF YES, DESCRLBE: .
eh,
* NET DENSITY IS LTNITS 4R LOTS PER ACRE MINUS PRI;VATE AND/a PBIC RO° U1AR~3A.
~
14
. ~ ' ~
' ' .
' PR~LZNLINARY SHORT PLAT APPLYCATTON Page 3 0f 4
. PART zz
THIS SECnON OF THE APPLICATZON WILL PROVIDE THE PLANNING DEPARTMENT STAFF WITH
WRTT'T'EN VERIrTCATiON THAT TI•CC APPLICANT I•inS 1•{!1D 1'RELIMINARY CONSUL"i'AT70N WI"I'1-t "I'l l(~
AGENCLES IDENTIFZED. RESULTS OF THE PRELIMINARY CONSULTATION SHALL BE INCORF'ORATED
IN THE PROI'OSAL BEFORE FINAL SUBMTTTAL TO 7'HE PLANNING DFPARTMENT.
FZRE MARSHALL/FIRE DXSTRICT
A. THIS PROPOSAL IS WITHIN FiRE PROTECTION DISTRICT N0. /
B. AT3EQUATE ARRANGEMENTS ;POW (HAVE NOT) BEEN MADE TO MEET OYJR NEEDS
IN PRO-VIDING FOR AN ADEQUATE WATER SYSTEM AND FACILITIES FQR FTRE
PROTECT'ION PURPOSES. ,
C. RECOMMENDED FIRE FLOW: IOCO 6 P01 ; OR UNABLE TO CALCULATE NOW
BECAUSE USE IS NOT DEFINTTIVE; ANl7 WILL BE UETERM]:NED AT BUILDING PERMIT
APPLICATION TIME.
D . REQ~TIREMENTS INCLUDE:
FIRE DISTRICT SIGNA''UREjTI E DATE
11-4
WATETt PURVEYOR
A. SATISFACTORY ARRANGEMENT$ TnR •TX)MESTTC WATER AND FIRE FLOW
REQUTREMENTS (HAVC) qHAVE NO-T1; BEEN MADE.
B. REQUTREMENTS/COMMENTS:
~
72r►tim~~~ Lu Q Ls ; t 7 - ~ - 93 VVA1'F-R DISTI7TCT SIGNATURE/TITLE DATE
COUNTY ENGINEER .
A PRELIMINARY DISCUSSION HAS TAKEN PLACE AND GENERAL REQUTREMENTS FOR ROADS
AND DRAINAGE HAVE BEEN DISCUSSED WITH THE APPLICANT.
A. COMMENTS :
- - ~ . ~ - ~
SIGNATURE/TITLE DATE
COUNTY UTILZTIES
A PRELIMINARY DISCUSSION HAS TAKEN PLACE AND GENERtIL REQUIREMENTS FOR
SUBMITTAL OF THIS PROPOSAL (HAVE) AVE-~ NQT)~ EFN SATISFIED. THE DESIGNATED
WATER PURVEYOR FOR THIS SITE TS lY~- .nrtl A. COMMENTS : J-3
~ SIGNAT'URE/TI"I'LE DATE
HEALTH llXSTRICT
A PRELIMINARY DISCUSSION HAS TAKEIV PLAC tJ~RAL REQUTREMENTS FQR
SUBMITTAL OF THIS PROPOSAL (HA~.VE (HAVE NOT) ~BEEN SATISFIED. ,
A. COMMENTS:
~
• SIGNATUREfI'ITLE ' DATE
SEWER PURVEY0R
A PItF-LIMINARY DISCUSSION HAS TAKEN PLACE AND GENERAL REQUIREMENTS FOR THE
PROVISION OF PUBLIC SEW.ER ARE UNDERSTOOD BY THE APPLICANT. A.. COMMENTS:
9-Y 3
SIGNATURErI'ITLE DATE
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'PRELMNARY SHORT PLAT APPLICATTON Page 4 of 4
PART IZI
SUIZVf_.1'OIZ VEIZIF-'IC/\"1'IfJN
1;:~~•4T1~~'Y,~VE SIGNED, A LICENSED LAND SURVEYOR, HAVF COMPLETED THE INFORVIATION
0 V~. ~oF F~~ LEGAL DESCRIPTION AND PRELIMIINARY SHORT PLAT HAVE BEEN PREPARED BY ME
~ vo SUPERVI IO~( IN AC ORDANCE WITH THE REQUIREMENTS OF THE SPOKAI~TE COUN7
/cSIEB IVISION GULAT'IQN AND THE LAWS OF THE STATE OF WASHINCTON.
i O~ 9 18741 -
F°F~IS~ti~`~C.• Q~ ~O S NED. \ DATE. ~
J -7~
8~'✓AL LA ~ DRESS: l✓AV ~V /~US /~'`90 PHONE: -3Z? - S lo g 7
8Rtp{8S
EXPIRCS 1121/ g~- c,~ -1 ! dCo~t4 do , sP0k&'x- , lNA zEP: 99 zo I
. P AR.'T I'V
(SIGNATURE OF PROPERTY OWNERS OR LETTER OF AUTHORIZATION)
I, THE UNDERSIGNED, SWEAR UNDER PENALTY 0F PEI23URY THAT THE ABOVE RESPONSES A-RE
MADE TRUTHFULLY AND TO THE BEST OF MY KiNOWLEDGE.
I FURTHER SWEAR THAT I HE OWNER OF RECORD OF THE AREA PROPOSED FOR THE P12EVIOUSLY IDENTfFIFD USE ACTION, OR, rF NOT TH vOWNER, ATTACHED HERE~VIT}-1 1$
WRITTEN PERMISSI(7N F M T~-tE OWNLEZ ~1UT}-10_LZ IN ACTIONS ON HIS/HLR BERALF.
SIGNED: DA'TE:
ADDRESS: Pr-zoNC: q Z~" f ~~13C~
~pn KA K)~ , VJA( G~G) 2f fo zlp: f .
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SIGNATURE OF ICANT OR REPRESENTATIVE
STATE OF WASHINGTON )
) ss:
COtTrITY OF SPOKANE )
h
SIG~D AI~D SWORN TO/AFFIR D BEFORE tv~E (~~i THIS Ct DAY OF
1993, B Y
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,,os,l.I I ##•.,o~i
. C' • •
Nc~r 9,9
.`4 ./l o
A >t /^1
No lublic i• nd for the Statc of Washington
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•••.......•••'~1 •
Ivly appointment exp;res:
I'r-t XZ T V ('TO BE COMPLLTED 13Y TH:E PLANNING DEPARTMENT)
DATE Si1BMITTED: 7/9 / 3 FILE 7 /
DATE ACCEPTED: --7 I9 /47-3 BY:
~
D O, D 7 RECEIPT If: 66 4v ~
TOTAL FEES: 4-0
. " , ~
'ah
• • .
~ , .
SPOKANE CQUNTY PLANNING
PRELIMINARY SHORT PLAT A►.PPLICATION
PART I .
A. GENERAL INFORMATION:
NAME OF APPLICANT/REPRL-SENTATIVE: L O R A L E E G R A Y
MAILING ADDRESS: E14114 WELLESLEY AVENUE
CITY: SPOKANE STATE: wASH I NGTON ZEp: 99216
PxoNE: 328-0900 (work) 924-6730 (home)
• IF APPLICAlYT IS NOT OWNER, INCLUDE WRITTEN OWNER AUTHORIZATION
FOR APPLICANT TO SERVE AS REPRESENTATIVE.
LEGAL OWNER'S NAME: E • I R V I N & H . P A T R I C I A L I S~~ONE: 9 2 8- 6 3 3 9
MAII.ING ADDRESS: P. 0.. BOX 633 VERADALE, WASH I NGTON 99037
PROJECT/PROPOSAL SITE AREA (acres or sq. ft) E14114 W E L L E S L E Y (A P P R 0 X. 1.7 A C R E S)
ADJACENT AREA OWNED OR CONTROLLED (acres or sq. ft.) N/ A
ASSESSOR PARCEL #S OF PROJECTJPROF'OSAL 45022.1107
ASSESSOR PAI2CEL #'S OF ADJACENT A.REA OWNED OR CONTROLLED N/ A
STREETADDRESSOFPROFOSAL E14114 WELLESLEY SPOKANEi WASHINGTON 99216
XISTING ZANE CLASSIFICATION(S) (DATE ESTABLISHED) U R- 3. 5
E EXISTING USE OF PROPERTY R E S I D E N T I A L ,
COMPREHENSIVE P L A N CA7`EGORY. U R B A N .
'SCHOOL DISTRICT EAST VALLEY
' , . .
FIRE DISTRICT # 1 WATER PUR=JEYOR T R E N T W 0 0 D I R R I G A T I O N
PROPOSED USE 4F PROPERTY:
Single family dwellings (X) Duplexes Multifamily dwellings
Manufacnu-ed homes ( ) Business ( ) Industrial ( ) Mixed Use ( )
Other ( ) - Describe:
LIST PREVIOUS PLANNING DEPARTMENT ACTIONS IIWOLVTNC THIS PROPERTY: N~
B. LE FnRUATIC)~L-
SOUTH OF AND ADJACENT TO WELLESLEY AVERUE
LOCATION4FPROPOSAL: APPR(]xtMAT Y 510 wEST oF BEST
SECTION 2 TOWNSHTP 25 RANGE 44
NAME OF PUBLIC ROAD(S) PROVIDING ACCrSS: WEI.JF S L E Y
WIDTH OF PROPERTY FRONTING ON PUBLIC ROAD: 2 2$1 ,
DOES THE PROPOSAL HAVE ACCESS TO AN ARTERIAL OR PLANTVED ARTERIAL (X) Y-ES NO
NAME(S) OF ARTERIAL ROADS W E L L E S L E Y
LEGAL DESCRIPTION OF PROPERTY (Attach legal description stamped by Land Surveyor). INCLUDE
LEGAL DESCRIPTION FQR ENTIRE AREA TO BE SUBDIVIDED ON PRELIMINARY SHORT PLAT.
t
.
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PRELIIvIINARY SHORT PLAT APPLICATION Page 2 of 4
' IF YOU DO NOT HOLD TITLE TO PROPERTY, WHAT IS YOUR INTEREST IN IT?
SUBJECT PROPERTY 0WNED BY PARENTS...ASSISTING IN DEVELOPMENT '
WHAT ARE THE CHANGED CONDITIONS OF THE AREA WHICH YOU FEEL MAKE THIS
PROPOSA.LWARRANTED? NEIGHBORHOOD GROWING AS SINGLE FAMILY HOUSING
AREA SERVED BY NEWER SCHOOLS...UNDEVELOPED AREAS HAZARDOUS FOR CHILDREN
AS IN FIRE ET AL
WHAT IMPACT WILL THE PROPOSED SHORT PLAT HAVE ON THE ADJACENT PROPERTIES?
CONSISTENT WITH ADJACENT PROPERTIES
WHAT FACTORS SUPFORT THE PROPOSED SHORT PLAT?
DEVELOPMENT CONSISTENT WITH NEIGHBORHOOD EVOLUTION
WHAT MEASUR.ES DO YOU PROPOSE TO MITIGATE YOUR PROPOSAL'S IMPACT ON
SURROUNDING LAND USE? CONSTRUCTION OF HOMES SHOULD INCREASE VALUE
OF SURROUfdDING RESIDENCES
C . PRELIMINARY 5BnRT PLAT QENERAL INFn$,,MATInNI
NUMBER OF LOTS: 4 GROSS AREA: 75,240 S a. F T.
TYPICAL LOT SIZE: 15,000 S Q. F T. pROPOSED NET DENSITY*: Z/ A C R E
SMALLEST LOT SLZE: 13,000 S Q. F T. MMMUM FRONTAGE: 801
PROPOSED SOURCE OF WATER:
Individual wells Public system ) Private Community System
Other ( ) - Dcscribe:
PROPOSED MEANS OF SEWAGE DISPOSAL:
Public sewer O Community system O Septic tank and draintield (X)
Double Plumbing ( ) • Dry Scwer ( ) Othcr ( )
Describe:
UTILITY COMPANTES AND/OR DISTRICTS TO PROVIDE SERVICE TO THIS PROPOSAL:
Electricity: WASH I NGTON WATER POWER Sewer. PR I VATE
Gas; WASHINGTON WATER Water.TRENTtV00D IRRIGATIOfPhone: US WEST
DO YOU, OR THE OWNER IN THE EVENT YOU DO NOT OWN THIS PRQPERTY, HAVE ANY
PLANS FOR FUl'URE ADDITTONS, EXPANSIONS OR FURTHER ACTIVITY RELATED TO THIS
PROPOSAL? Yes No ( X) IF YES, EXPLAIN:
D. PRELIMINARY SHnRT PLAT IIVZPROVEMENT INFORMATInNt
LEVEL OF STREET IMPROVEMENTS PROPOSED: Private roads Q()
Public roads Arterial roads Tract X roads
DESCRIBfi ANY COMBINATION OF ABOVE:
ESTIMATED TIME PERIOD EXPECTED FOR COMPLETE DEVELOPMENT OF THE SUBDIVISION:
90 DAYS
IS PHASING OF THE FINALIZATION OF THE SHORT PLAT PROPOSED? Ycs No (X)
IF YES, SHOW PHAST.NG ON THE PRELIMINARY SHORT PLAT MAP.
IS DEDICATION OF LA.ND FOR PUBLIC USE CONTEMPLATED (Parks, schaols, etc.)? Yes No X)
IF YES, DESCRIBE:
* NET DENSITY IS UNTTS OR LOTS PER ACRE MINUS PRIVA'IE f1ND/OR PUBLIC ROAD AREA. •
.
' PRELIMINARY SHORT PLA.T APPLZCA'T'ION Page 3 of 4
' • PART IJ
THIS SECTION OF THE APPLICATION WILL PROVIDE THE PLA,NNING DEPARTMENT STAFF WITH
WRITTEN VERIFICATION THAT TI-TC APPLICANT WAS I-IAD PRELIMINARY CONSULT'ATION WI"fl-i "I'11L•
AGENCIES IDENTIFZED. RESULTS OF THE PRELIMINARY CONSULTATION SHALL BE INCORPORATED
IN THE PROPOSAL BEFORE FllNAL SUBMITTAL TO THE PLANNING DEPARTMENT.
FIRE MARSHALL/FIRE DISTRICT
A. THIS PROPOSAL IS WITHIN FIRE PROTECTION DISTRICT N0. ~
B. ADEQUATE ARRANGEMENTS ;p4W (HAVE NOT) BEEN MADE TO MEET OUR NEEDS
IN PROVIDING FOR AN ADEQUATE WATER SYSTEM AND FACILITIES FOR FIRE
PROTECTTON PURPOSES.
C. RECOMMENDED FIRE FLOW: I G P~ ; OR UNABLE TO CALCULATE NOW
BECAUSE USE IS NOT DEFINiTIVE; AND WII..L BE DETERMINED AT BUILDING PERMIT
APPLICATION TIME. ~
t
D. REQUTREMENTS INCLUDE: I B'/
sc FP~~I E~=
FIRE DISTRICT SIGNATLTR.E/IT E DATE WATER PURVEYOR
A. SATISFACTORY ARRANGEMENT$_E~()MESTIC WATER AND FIRE FLOW
REQUIREMENTS (HAVE) QHAVE NO-i, BEEN MADE.
B. REQUIREMENTS/COMMENTS:
-rRcnmA2oo(~ 14zQ o 1s j- -/-Fr- 9-
WATER DISTRICT SIGNATURE/TITLE DATE
COUNTY ENGINEEFt
A PRELIMIlVARY DISCUSSION HAS TAKEN PLACE AND GENERAL REQUIREMENTS FOR ROADS
AND DRAINAGE HAVE BEEN DISCL7SSED WITH THE APPLICANT.
A. COMIviENTS :
;
7 l - J
SIGNATURE/TITLE DATE
COUNTY UTILITIES
A PRELIMINARY DISCUSSION HAS TAKEN PLACE AND GENERAL REQUIREMENTS FOR
SUBMITTAL OF THIS PROPOSAL (HAVE) (HAVE NOT) BEEN SATISFIED. THE DESIGNATED
WATER PURVEYOR FOR THIS SITE IS
A. COMMENTS : SIGNATURE/TITLE DATE
HEALTH DXSTRICT
A PRELIMINARY DISCUSSION HAS TAKEN PLAC~ RAL REQUIREMENTS FOR
SUBMITTAL OF THIS PROPOSAL (HAVE (HAVE NOT) BEEN SATISFIED.
~ ~ G~l
A. COMMENTS :
. SIGNATURE(I'ITLE ~ DATE
,
SEWER FURVEYOR
A PRELIMINARY DISCUSSION HAS TAKEN PLACE AND GENERAL REQUIREMENTS FOR THE
PROVISION OF PUBLIC SEWER ARE UNDERSTOOD BY THE A.PPLICANT.
A. COMMENTS:
SIGNATtJRE/I'ITLE DATE .
s ,
PRP-LIMINARY SHORT PLAT APPLICATI4N Page 4 of 4
. PART III
IMEMEMMUZO. QaBQ~ SURVGYOR VLIt1IZ1CA1'ION
.
VA1
o~OA,~o~ N•:I'~~1~1~,DE SIGNED, A LICENSED LAND SURVEYOR, HAVE COMPLETED THE INFORMATION
D LEGAL DESCRIPTION AND PRELIMINARY SHORT PLAT HAVE BEEN PREPARED BY ME
4co~ SUPERVI ION IN AC ORDANCE WITH THE REQUIREMENTS OF THE SPOKANTE C4UNT
./cSI~ B IVISION GULATI N AND T H E L A W S O F T H E S T A T E 4 F W A S HI N G T O N.
:o~ ~
p -s~ d ' a. ~
0•r '•,9 1(37a1 ~ : .
°~~fs~ S NED: DATE: 7-7I 9~
~ ~ ♦
• e~ "lL~. ~
' ~ ^DAV I (7 1EV r~ uS A~s~ ~ 3Z . ,~ApglftQl6~o DRESS:
PHO1~TL`lG.
EXPIFlES 1/21/ (1 Cc.'~t,4vCo S/00kt',~~Q zEP: 99?.1J
l
PART IV
(SIGNATURE OF PROPERTY OWNERS OR LETTER OF AUTHORIZATION)
I, THE UNDERSIGNED, SWEAR UNDER PENALTY OF PER7URY THAT THE ABOVE RESPONSES ARE
MADE TRUTHFULLY AND TO THE BEST OF MY KNOWLEDGE.
I FURTHER S WEAR THAT I AM THE OWNER OF RECORD OF THE AREA PROPOSED FOR THE
PREVIOUSLY IDENTTFIED LAND USE ACTION, OR, IF NOT THE OWNER, ATTACHED HEREWITH 1S
WRITTEN PERMISSION FROM THE OWNER AUTHORIZING MY ACTIONS ON HIS/HER BEHALF.
SIGNED: DATE:
ADDRESS: Pf-IONC:
ZIP:
SIGNATURE OF APPLICANT OR REPRESENTATIVE DATE
STATE OF WASHINGTON )
) ss:
COUNTY OF SPOKANE )
SIGNED AND SWORN TO/AFFIRMED BEFORE ME ON THIS DAY OF
, 1993, BY
NOTARY SEAL
Notary Public in and for the Statc of Washington
Residing at:
My appointment expires:
PART V
(TO BE COMPLETED BY THE PLANNING DEPARTMENT)
DATE SUBMITTED: FILE
DATE ACCEPTED: BY:
TOTAL FEES: RECEIPT
0:0
W1~
E
RECEIPT SUMMARY ~
TR.ANSACTION NUMBER: T9301154 DATE: 07/09/93
APPLICANT: LORALEE GRAY PHONE=
ADDRESS: 14114 E WELLESLEY AVE
SPOKANE WA 99216
CONTACT NAME: LORALEE GRAY PHONE=
TRANSACTION: PRELIM SHORT PLAT, LAND USE ACTION REVIEW
DOCUMENT ID: 1) 2) 3)
4) 5) 6)
FEE & PAYMENT SUMMARY
ITEM DESCRIPTION QUANTITY FEE AMOUNT
PRELIMINARY PLATS - SHORT 1 100.00 °
LAND USE ACTION REVW 1 20.00
TOTAL DUE = 120.00
TOTAL PAID= 120.00
BALANCE OWING= .00
.
PAYMEN'?' BAr."E RECETPT#
CHE%'--K',# FAitiiElvT TiNiOi3NI
07/09/93 00006437 1166 120.00
~
PROCESSED BY: KATHY SQUIRES
PRINTED BY: KATHY SQUIRES
*~~****~*****,t***********~~*~~~~ THANK YOU
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