SP-1104-96 ~
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STC~RMWATER DR:AIIvAGE CAL.C.ULATIONS
FOR
i SHORT PLAT 1 I.04-96 ~ .
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iNE lr 4 of-SECtion- 19; T. 25, N., R. 45 E. W.M.
Spokane Countv; Wa_s_liinc-yton
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~ Mav 28: 1997 Amended .f,arniarv 15), 1998
I Pr .r_
epa ed by .
u Silnpson Eneuleers, Inc.
; ~North 909 ArQonne Road
,I Spokane, Washington_ 99212
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The design _improvements, ,shown in dus, sev.of' plans. conform ,to thc:
applicable-editions of thc,.Spokanc ~CountN-=standards;for- road and sewrr
;ionstnict'ioa and Spokane Countv guidelincs fo-r stormtv atcr managcment.
All' desigri de ~wiations haw been approvc:d by -thc Spokanc Cnunhy
Enginzer. l,~approve-t~iese pians fo'r constru'crion ~l~;,ti;
` " p~rlGlA~. P1:B! IC,G~ L
~ ~yCAAlE G01JN'rY E~1G1i~EEF,
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1. 'Summary ! ~ojEcT
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SUBmnAt P ,~~~Rc~~
Ij. 5tormwater- Drainage~'Ca1cti~lations for Sl~orf Pl~~~,~-~~ CouN~-E~ M
(SV~ ~-Basin of Plieasant Park)
ITl..Attachments:
_lulap~ and'Tables
~ St~rm~~.~~~~ei• Drai~~ae R_epon fc~r Pheasant Parl: wwas
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Swrutiwat4rJr►hmvire;wu1 3,320 , ~XW UA
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' Stormwater Drainap-e Report; Sbort Plat 1104-96
1. SLNI1ti1ARY.
This project is the division at' Lot 1 ot' Pheasant Park plat into three (3) Tracts; A. B. and C. The
development involves a single basin: the SW Basin ot' Pheasant Park. See Drainatze NIap. The
basin is composed of two subareas; 1) Qrass lawns, and 2) impervious roofs, drirn•e%%ays, and
asphalt paved streets. Stormuaater flovvs overland across roofs. grass lawns. and drivewavs and
into grass drainaee ponds. Stormwater from asphalt streets t7ows in the ditch along EiEhth
Avenue, and into the vrass drainage pond.
The $rass percolation area (drainage pvnd) was calculated to hold the tirst lf2" of rainfall runoff
over the asphalt street areas.
Figure page 6-3, of the "Guidelines for Stormwater Nfana$ement", by Spol:ane Caunty
Engineers, was used for rainfall intensity and duration occurrins at a 10-year storm frequency.
The Rational and Bowstring Methods were used to calculate the peak stormwater runoff foc the
basin, and the type and number of dryweUs needed for the basin based on the storage capacity ot
the pond.
In accordance with "Soil Survey, Spokane County, Washington", 1968, the soil is categorized as:
gA, Garrison gravelly toam, GraveUy, mediucn-textured, somewhat excessi4ely drained soils
Gi
formed in gravelly giacial outwash material.
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~ "Stormwater Draina.ge Repoct; Shor"t. Plat~ t;l 04=96
II. STOR?vNV,-kTER DRAINkIGE CAI:GliLATIONS:
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' In gentraL for ari~T drainage pond «fith 4:,1 side,.slopcs: the pond volume c3n bc: caiculatcd «-ith hwo
components: the volu.mc. directh, above the pond floor plus -thC volumc~ abo<<c; the-, side slopc;s. T.o
computc die volume at aa~~ ,pondi~ng., dcpthT ~onl~~ nwo.-parameters nc.~ed-io -bc kno%,%-n: pond floor area.and
pond floor perimeter-length:(both, are specificd-on tlie Drainaac Plan rnap).
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Volume is. caleulated at,&" depth -for""209" trea"tcnent, aad at 8" -deptii. for storage. as follo«s:
At, 6" dcpth:
Pond Volumd7-= (0.5 ;ft. 'depth x pond Qoor area) +(11z -x 0:5 -x 2.Q x pond floor perimetcr)
. , _..U,.5. A + 0.5~P '
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At 8"' deptli:
'Pond Volume =-(0':67. ft: d6pth x pond 'floor area) +(-ll2 x0,.67 x 2:68 Y pond floor perimc:tcr)
= 0.67A + 0.89P G
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2:68 f&t
2-:0 fwt ~
_ 0.67 ft.
6" =0. 5 ft. t`
~ _ .
Pond Floor
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~ Stormwater Drainaee Report; Short Plat 1104-96
tI. STOR'.vRVaTER DRAINAGE CALCL''I..aTIONS;
SW Bf1SIN
Locatinn: north side of Eighth Avenue. west of private road
Lots Included: south 40% ot Tracts r1, B, and C (Lot 1 of Pheasant Park )
r'lrea
✓
Total Basin area. 36,750 sy. ft. = 0.8437 acres
✓
3 houses per 0.8437 acres = 3~6 house/acre
C= 0.35 for 3.5-4.0 DLT/`CA
Stora¢e ReQUired:
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a) Asphalt Pavement: C 15' x 290) +(8' x 111.19') = 5,240 sq. ft. ~
"208" Storage Required =(5,?40 sq. ft.)(1/2"=12 in. per ft.) = 319 cu. fr.
b) Bowstring = 287 cu. ft. + 1 Sinele Barrel Drywell, Type A (0.3 cfs out)
Storaee Provided:
Pond Name: SW Pond
Pond Fioor Area: (1 5')(22' (5')(10') = 380 s Floor Perimeter: `15'~32'+5' s 10'+ 10'+2~' ) = 94A
LF with 4: l slopes on all sides
✓
Pond Volume, b" deep: (0.5')(380 sq. ft.) +(l/2)(0.5')(?.0)(94') = 237 c. ft. > 219
Pond Volume, 8" deep: (0.67)(380 sq. ft.) + (4/2)(0.67')(2.6$)(94') = 338 cu. ft. > 287
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:d ZABLE 1 , .
; RUNOFF COEzFFICI4E:J,TS F02, 'STORK 'SEWERS
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~ ROLLING HILLY
FLAT 2% - lU% OVER lU?: ~
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Paveme nt and' Roo r s . . . . ~ . . . . . : . . . . U. 4U U. 9U U. 9U ' 'Ear-tti Stioulders . . . . . e . . . . . . . . 0.50 - 0. SU 0..50 ~
~ Drives and Walks . . . . . ~ . . . . . . . . . . U: 75 .V.BU '0.85
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Gra*vel _Pave-:edt . . : . . . . . . . . . . . 0:.50 0.55 0.60
CttY Busi'ness areas : . . y . . . . . . . . . . 0. 8 J. U. 85. U. 85 '
-Lawzis , San'dy Soil • . . . d . . . . . . . . . . 0.10 0.15 '.U. 20'
Laurn, ie_avy So.-Ll . . . . . ; . . . . . . . . . . U. 17 .O. U. ?S
Grass S,houl,de; s . . . . . . . . . . . . . . . U'. 25 U. 25. U. 25'
~Side ;Sloo,es, F.arth . . . . . . . : . . . . . . 0.6U U,. 6U D. aU S-ide Slopes, Turr . . . .j . . . . . . . . 0.10. U.3U U.30
Mecian Areas, Tu•rr, . . . . . . . . . . . . . 0.2.5 0.30 0.30
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Cuj aIt ~d. La:~a, C.a;~ ar,~ Lo~~ 0. 50 U.» U._oG
Cul[1,~.~Z-`d L-and, S.and and 0 rave11 . . . . . : .0.*25 U.3U 'U..35I -
Ind:us t': -;a1 Are'as, Li gnt . ~ . . . . . . . . . . 0.50 0.710
.0. 8U .
Ind~:~ _r~al Are'as, lieavy . I . . . . . . . . U,. bU .U.BU G. 9U •
' . Pari:s -and Ceme.tar-:es . . . ; . . . . . . . . . U'. lU 0.15 0..25 - ~
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• , P1`ay,arouncs . . . : . . . ~ . . . . . . . . . 0.20, 0.25 U. 30~ ~
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Wood1and: and Fores ts . . . . . . . . . . . . 0.10 0.15 ' Mea'dows -and' Pas,cure Land . . . . . . . . . . U: 25 'U. 3U U. 35 .
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~KNCLE ~FP..M.I-LY R:F:S-I~E.XiA._aL
- :(Dl.~ellinz Uniti =ross Acre) ~
' CSazdy and_ .G-raveli;: Soil)
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`0-1. U ' DU/Gn . . . . . . . . . U.:1 5 ~
1.U-i.5 , D~lGa . . . . . . . . . . 0.20
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`l. 5-3. U ' DU,/'GA . . . . . . . . . . 0.25
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3_.-0-3 . 5, :DU~/ Gr,. . . . . . . . . . . 3U / C3.5-4.U, ~ DU/-G~~
. . . . . . . . . 0.33
4. 0-6. J DU/G.,*L_ . . . . . . . . . 40
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6. U-9. U DU/GA_,. . . : : . . . . . 0.60
~r ,l ,lT~T
~ 7~V~~•~• V~ i LiV~V:l • ~ • • • • • 0.70
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* asz'umes Iot glus one-ha;,f- w•i~dt'h o~~ 3vu[:ing s-reet. OC-h2r, :onii~~gu--
at-i;.r,s shoulldSz Clh. 2CkEd by -conbining tunofi factors foc eac1' ~j
V3i3al1S S,Ur►3L°. 7
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' Ra i IOtif1L FORMULA FiYDROLCGY 8► BCV11STRING iv1E i HOD: DETE>1TION BASiN DtS►GN
DRAINAGE BASIN ANALYS{S for 10 YEAR STORM EVENT
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Date: 01I15198 Project Name: S.P.1104-96 Project Number: 12786
Design: KWM. Site Location: NE 1/4 of Sec. 19. T. 25 N., R. 45 Eaisk File: e5~1bowslYRgA Ol,27es.%,~~
Basin Name: SW Basin Description. south 40alo nf Tracts A, B, and C
Pond Name: SW Basin north side of Eighth Ave.,west of private road
SUBAREAS: TIME OF CONCENTRATION (minutes
Oescription Acres C A.C Tc (overland flow) Tc (gutter flow)
3.5 -4.0 DU/GA 0.844 0.35 0.2954 Ct = 0.15 L2 = 360
Z1 = 3
L1(A) = 10 Z2 = 3
N(A) = 0.016 B = 0
S(A) = 0.02 n = 0.025
s = 0.008
Tc (A) = 0.16 d = 0.416
Total Basin Area, acres = 0.844
Composite Runoff Coefficient = 0.350 L1(B) = 0 Tc (guL) 3.33
Combined (Area ` Runoff Coefficient) = 0.30 N(B) = 0 Tc(A+B) 0.16
S(B) = 0
Tc total 5.00
Tc (6) = 0.0 Intensity 3.18
Holding 12.83
"208" DRAiNAGE PARAMETERS: Q(est) 0.94 c.f.s.
Impervious "208" Area = 5240 sq. ft.
'208" Volume Provided = 237 cu. ft. Time of Concentration = 5.00 minutes
Storm Storage Provided = 338 cu. ft.
PEAK DISCHARGE, 10 YEAR STORM:
BOWSTRING CALCULATI4NS Q= C' I' A= 0.94 C.F.Se
--#1--•--#2--•--#3 #4 #5 #6 #7
Time Time Intensity Q dev. V in V out Storage
Inc. Inc. NUMBER and TYPE of DRYWELLS PROPOSED:
(min.) (sec.) (in./hr) (cfs) (cu. ft.) (cu. ft.) (cu. ft.)
,~•.`.~~b o- ur,i'r' '1
C'r ,^1°-~~rral
~r1 v 1r1 v1 ~I V
0 Double-Barrel (Spokane County Type B)
5.00 300.00 3.18 0.94 378 90.00 288
Outflow Provided 0.3 c.f.s.
5 300 3.18 0.94 378 90 288
10 600 2.24 0.66 465 180 285
15 900 1.77 0.52 524 270 254
20 1200 1.45 0.43 558 360 198 "208" TREATMENT VOLUME:
25 1500 1.21 0.36 573 450 123
30 1600 1.04 0.31 584 540 44 Required G.P.A. ponding volume:
35 2100 0.91 0.27 592 630 -38 lmpervious "208" Area x 1/2" = 218 cu. ft.
40 2400 0.82 0.24 606 720 -114 volume provided at 6" depth = 237~ cu. ft.
45 2700 0.74 0.22 613 810 -197 OK!
50 3000 0.68 0.20 623 900 -277
55 3300 0.64 0.19 643 990 -347
60 3600 0.61 0.18 667 1080 -413 STORM STORAGE VOLUME.
65 3900 0.60 0.18 709 1170 -461
70 4200 0.58 0.17 737 1260 -523 Maximum storage required = 287.63 cu. ft.
75 4500 0.56 0.17 761 1350 -589 volume prov'sded at 8" depth = 3381 cu. ft.
80 4800 0.53 0.16 767 1440 -673 OK!
85 5100 0.52 0.15 799 1530 -731
90 5400 0.50 0.15 813 1620 -807
95 5700 0.49 0.14 840 1710 -870 DRYWELL REQUIREMENTS:
100 6000 0.48 0.14 865 1800 -935
1 Single (TYPe A) 0 Double (TYPe B)
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. ~
~ I ~ SOIL SiFR4'EY SPO~+ANE COL'~'TY, w•~SHL~GTOY I 1 75
TABLE 6.-~rief descriptions of soils and thfir ,
~(,ttmated phys~cal and chemual r~ erties-~ontinued ~ P p , ,
Classifirntion ! De th ~lu:~ificatioa-Contiuu~d Perce»tu~e pa,<ing ~ieti•e--
I p , lfap Soil nnme De:cription ot :oil and ~ite fram . a~•ailable Sbriak•sn•ell
surface , ' P~rmeabi c}• n~utcr Reaction ~isper~ioa Shrink•sn~el c~•mbol , ~ . ~ ~ ~ , I i~:D~ texture 4 • a~ 10 ~o. _Ut) capac~tr ~(I:J alIUt10D~ potenUal potential
j tnified ~~SHO (4.i mm.~ ~ (?.f~ mm.j ; ~u.u~~ " , ~ i rum.) ~
1 ~ ~ ln. A~ ~
DsC Dragoon stonv sil~ lonm, 0 to 30 percent ~Imilar to Drageon silt loam, 0 to 30 percent , l~, , l~, Po,R o/,o~t DN
slup~. slop~s, rxcept that the snrface la}•er is stony , , ' Da0 Dr~goon stonr silt loniv, 30 to 3a per-
cent slopcs. ~ I I ~ f
Dy0 Uragoon ver~ roekc comple.~, '~0 to ~a l~ragoon parc;imilar ta DragoonsUt loacn, 0 to + percent slopes. ~ 30 erecae slapes, except thac d~pth to ~ed-
roc • ran~e~ from 10 to ~.0 inche~, Itock out-
crop included in this comple~. ~
Ek6 ~loika silt loam Q to ? ercent sla es. 1 d9 m- .rture n• 11-d ~i a ~ ~ ~ ~ , 0 p p . Ie u te d, e r, i ed so~l formed from 0 to .4 Silt loam___.._.____ . . . . ~ _ ~ . . lacisil t~l cantuinu~ n lur g umount of vnl- ; ! ~(L-CL__.. 4-4______ 8~ to 90 ~U to 9~ 60 to ~0 Q. 8 to _ a 0,1~ to 0. .U 6,1 to 6. ~ High.____.. Lon to ma B B g _ Low to mod.
caaic ash in the surfnce l~ser; underlnin bq 24 to 44 Gra~•eUc loum______. ~ , erate. gravel at depth of 30 to 60 inches; occu ~es 44 to 53 Gerv u~~ell sund ; a~l-------- A-4______ ia to 6~ 40 to 80 35 to 00 0. S to 2. i 0,1? to O. i~l 6.1 to 6, 6 Righ_______ Lon~. erate. , I Lon•.
P . 6~ s F . undulntin morau~elike to a hv, loam, ~ ~ . . . p°~ p' • G1I______._ A-?______ 3Q to GO ?Q to ~0 ~ to 1~ Q to 1(►. U 0. f16 co 0. 09 G.1 to 7. 3 Hi h__.____ Lon•.
a3 to ~0 Grar•el_____________ ; B . GP_._._... ~-1______ 23 to33 10 to _0 0 to 5 ~10 U. U~ to 4. UG 6. 6 to i.3 High___.__. Locr.
EIC ~loika ve ston silt loam 0 to 3A er• Stmilar to Eloika silt loara 0 to 20 ercent slo ~ rY Y ~ P ~ P P~~ I eu;~: ~;u~~~. rticc~< <Lat t➢,e~ ;~r~ err~° ~tut~~° ti,ruugLuu4.
EID Eloika ver ston silt loam 30 to 5a ~ Y Y , percent slopes. .
~ . , ~ ! ~
Em ~mdcat silt loam. 1fed,um textured, somenhat poorly drained, 0 to.6 S;It lonm___________ , ~ nikaline soll formed in allur~um f~om calcar- ~SL-~Z---- ~-4--••-- 9~ ca 1Q0 fl0 to ]00 41A to 93 0. S to O.1T to 0. ?0 i, 8 to 9. 0 H~gh______. Lon to mo~ ■
~ I erste. eous silt, ~•olcaaic ~sh, and dintonite; depth 2fi to 41 ~'er~• ~ne ssndy { ~ „ to h•ater t~ble fluctuates from aear the surface ~o~, a 1IL.__..._. 0~ to 10~ 90 to 100 Bp to ~(1 0. 8 to Q. 1~ to 0. _A 4 to 8. 4 I1loderate___ Lo~r.
to about 8 feet. 41 to 60 S~nd~• cl~~ ln~m_ . . _ • ' ' CL..__.__.~ a-6___.._ 9a to 100 90 to 9~ 8a ~o ~JQ 0.'_ to 0, $ 0.1~ to 0. 3U " L titi~ ~ 6. 6 to i. 3 0_____._ .[uderate. erate. Low.
, Fa8 Fr~~cman silt lo1m, 5 to ?A pe*ccnt S'er~ deep, moder:►tel~• ~~e~l drained upland soi13 0 to 2? Silt loam_____.____. ~ , . _ , „ .
slopes. ~ith medium-texturedsurisce la~•er and me~- . JlL (,L_... 9~ to 100 ~tl to 1t10 ~U to 9U 0. _ to 0. 5 0.1~ to U. .0 6. 6 to r. 3 lloderate___ Lo~ to moi Fa 6 3 Freemsn silt loam, 5 to ?0 pcrcent umor moderntelp fine texturedsubsoil; formed to i? Silt cln lonm._____ : , er~te. _ lloderate.
• ~ ~ p~ • CL.___.___ ~-6_.____ fl5 to 10~ 90 to 100 30 to gQ <0. f►5, 0. I; to A. 20 6, 6 lo 3 Lon______. lloderate. slopea, 6e~~ere1~ eroded. from silt oa rollrng to hill~~ uplnnds. , FaC3 Freeman silt loum, ?0 to 30 percent Lon to mod- erate.
~lo severclv eroded. ! P . ~ lloderate.
Fm Fresh n~;►ter marsh. Shallon•, s~~m y, intetmittent ponds aod
friuges aroun lnk~ thnt ha~•e a 9uctuating nater table. Engince~n data is aot given, d
ns lund t~~pe is too variab e. °
GaC3 Cnr6eld silty clsy loum, 0 to 34 percent Cery deep, crell•drained soil de~~elo ed in loess 0 to 8 Silt~ olu~~ lanm____. ~ , ^
slo es, se►~erel eroded. oa ri~l eto s nnd lnobs on the ro ' to hill S to 23 Siltr• clnv._._____.__ CL._.___.. A-6____._ 95 to 100 90 to 100 90 to 95 0. _ to 0. f 0.1~ to 0. l6 6. 6 to 3 Lon~...._.. 1loderate. p ~ ~ p • g ~ • ' C~.___._.. ~-7.____. 95 to 1Q0 fl0 to 100 90 to 95 0. 05 to 0." 0.14 to O. li 6. 6 to Lo~r ' t~plan ~ in the Palou~e ao~l ~rea. 23 to 60 SDt}• ~lay loum______ . . _ 3 ~~sb•
CL.__.__.. A-6._____ 9a to lU0 ~JU to 100 30 to 9~ 0. 2 to 2.., 0.1~ to 0.?0 (3. 8 to 3 Loa.._____ A~Todernte. Gg,~ Garri:on gra~~elly lonm, 0 to 5 percent Grn~•ellc, medium-testured, some~rh3t e~c~- 0 to 15 Gra~~elly loam_____._ ~ _ :ltoderute. _ High.
1ope~, s~vel~~ drained soils formed Ia ro~•ellv lncaul 15 to 9:4 S'e ~ ru~~ell~~ loam.. 8~ ~o S5 44 to 30 35 to SA A. S to 5 0.1. to 0, l4 8. 8 to F, 3 Dloderate Lo~, ^ ~ , . g , ~ g C~L------- A-2------ 4~ to 65 30 to a0 5 to 1a a w 3. U'' 0. OS to Q. IA ~ Q 6 to i, 3 Aiodernte_ Lon~. ~gB Garri,on gruveUti 1o~m, ~ to .0 percent outnn_t~ material from a~anetr of acid, 44 to 60 Sand, grn~el, and ~ _ \loderute.
• GP_. ' . ' ~ 0. 4~ to 0. 04 6. 6 to 3 High------- Loa. ~lop~, i~ieous arent roc6, on near3~• le~•el to mod- cobblestones. 4-1______ o to 3~ lp to 0 0 w~ 10 ; P _ Lo-w,
eratel~~ rJoping terraces, d~pth to mixturC oE , ~►nd, Cra~•el, and cohble~cones r.:nges from ~ ILow;
to ~ feeL ~ ~ 1J
Gr~~ Gsrri.on ~ , crc grarell~• loam, 0 to S 5~milar to Garr~son ~rati•eU~• loam, e~cept that 0 to 1~ ~~er~• gra~~ellc loam_. ~ ~ ~ P r r c e n t s l n e s. t h e ~ l f:~ e e l u c e r i s c r~~ . _ ~ t o L t). O4 c o 0. 1( 1 G. 1 t o G. G D l o d e r u t e~_ L o n•.
; i~• e ll~•. 1 5 t o ~ C e rr r n~• e U c l o a m. _ 1 3 0 ti o 6 0 0 t o ~ 0 5 t o 1~ ~ ~ A . .bn' .g ~1 N _n . • ; . I......_. A 4;, t o 6~ 3 0 t o 6 0 5 t o 1,~ ~ t o 5, p Q, 0~ t o 0. 1 0 f i. G t o r. 3\ I o d e r n t e.__ L o n. 4~ t o 6 0 San d, ave l, a n d ~ C; P 1_____. ~ 5 t o 3 5 1 0 t o ~ 0 0 t o a ~ 1 0 ~ n. 0~ t o 0, O G G. 6 t o i, H ~ • , Lon. _ Lon.
c o b b e s t a tt e s. { ~ 3 g h------- L o n. , ~ N
GNB ~ G:irri:nn ~~err stonr loam, A ta ?0 ~imilar ta G:,rrisnn grn~•elir loam, except th.1t d percer~t slopes. the surf;,cc 1;~1•pr iz ~•en• stom•. ~
• • ~ ~ ~ ~ GnA ~ Glenrosc silt lonm, 0 to 5 percent slop~. ~'cr~• decp, medium-te~tured, ~•e!1-drained sails 0 to ?2 Silt loam_._. ~ _ .'o ~ .
~IL CL___. a-~_____. SO to 93 ~o to ~J~ GO ~o S~ 0. 8 to 2~~ 0, l; co 0..0 8.1 to 3 1loderste_. Lon• to C~E Glenrose silt loam, ~ to20 percent sl o p e~. I~ ru, e d fr um u ci d i u e o u s g l n c i al t i l l; s u r f a c o ~ J _ Lon to moderate.
G~~ Gleitrose silt loa~, 20 to 30 percent larcr Influenced bt• ac~~ and ti•olcaaic ~h, oa ! modernte ~~1aPe~. ' g~ntlr rolling to steep upland~, ~
~c ~ Gl~~nra~~~ :ilt loam, 30 ta ,i~ rrrcrr.t ~1Q~,=, I I + ~ i ~ I
~ , i
-
. ~
. "OFFICE; OF:THE;-.COUN;T.Y ENGINEER
SPOKANE -COUNTY, WASHIrTGTON'
TO: Jeff Forry, Department of 'Buildings-
FROM: Bill Hemmings
,
DATE: Tuesday, June 17, 1997-
1
SUBJECT: B:C.C reso'lution #94-0882 Implementatiori (July 2, 1991)
Atrtached'are the individual lot plans for each lotcontainin&'a.swale in SH4RT PLAT 1104-96 , plat #
SP-1104. -Please,giv.e.theAppropriate lot plan to the individual applying for a,building per~nic on the lot,
so they caa draw-their house and approach to scaie on 1he lot. We will need this plan, and the
corresponding.$1,000.00 cash, surety, in the-form of cash, letter of credit, or savings assignment, before
we can issue the approach permit. Also attached are the letter of credit and savings assignment forms.
~
i
~
~
~
1064. Broadway:Ave: ' Spokane; WA 99260-O170 (509) 456-3600 FAX:'(509)' 324-3978 ',TDD: (549) 324~3166
. ~
' . "SAMPLE LETTER OF CREDIT"
"(USE BANK LETTERHEAD)" (BANK NAME
ADDRESS ZIP CODE
PHOIJE # AND OTHER INFORMATION
iRREVOGABLE LETTER OF CREDIT
AMOtJNT: $1.000.00
NO.
BENEFJCIARY:
SPOKANE COUNTY ENGINEERS
1026 W BROADWAY
SPOKANE, WA 99260-0170
SUBJECT: LOT BLOCK SHORT PLAT l 104-96 (Plat)
PGAT# SP-1104. (Development)
Gentlemen:
We hereby authorize our irrevocable Letter of Credit in your favor, and authorize you to draw on the
(bank), a draft up to one thousand (Dollars) ($1,000.00) , for the account of
(developer).
The draft, drawn under this Letter of Credit, covers ihe assurance of completion of installation ofstorm drainage, drainage
swales, sod and other work as is incidental and related thereto in accordance with the drawings and specifications as submitted to and
approved by the Spakane County Engineer's Office oa (date), and is to be accompanied by the following
documeats: written request by Spokane County Engineer's Ofiice to (bank), at
the above address indicating oon-comptetion of all or any of the above improvements and that amount of money required to complete
such imprnvements.
We hereby agree with the drawer, endorser and bona fide holder of t6is draft, negotiated under and ici compliance with the terms
of this credit, that sa.id draft shall be duly honored upon presentation at the (bank),
at any time before completion of the above-described improvements or performance, in which event written notice shall be given by
Spokane Couaty to the bank. (developer) shall be responsible for any cost
incurred by the county in excess of the amount of security.
Drafts, drawn under this Letter of Credit, shall bear on their face the words
Drawn under (bank)
(bank address)
Credit No. Dnted
Bank Name:
By:
(authorized signor)
• . "AGREEMENT"
In consideration of the issuance of a building permit for Lot , Block ,
SHORT PLAT 1104-96 (plat) plat # SP-1104
(Developer)
has deposited $1,000.00 with Spokane County as security for full nnd faithful performance by Developer respeccing certain drainage
facilides and sod in accordance with the drawings and specifications as submitted to and approved by the Spokane County Engineers
Office on
(date) 199 .
Developer hereby agrees that should such drainage facilities and sod not be constructed in accordaoce with the approved
drawing within six moaths of occupancy, Spokane County may then use the security to bring these facilites and sod into conformance
therewith. Developer shall be responsible for any costs incurred bu the county in excess of the amount of security.
Spokane County agrees to return to Developer any unused funds upon satisfactory completion of these facilities and sod.
NAME 8t ADDRESS TO BE RETURNED TO:
(Developer Signature)
ASSIGNMENT
For security purposes only, (developer)
hereby assigns to SPOKANE COUNTY, a political subdivision ofthe State of Washington, the following:
Savings Certificate Number
in the face amount of S1,000.00
and held in and by
Bank of
Branch
(bank address)
This assignment is made as security for full and faithful performance by
(devetoper) of certain drainage facilities and sod for LOT BLOCK , SHORT PLAT 1104-96 (Plat) Plat # SP-1104
in accordance with the drawings: and specifications as subroitted to and approved by the Spokane County Engineers office on (ciate)
.199
.
Any interest benefits accruing under said savings certificate shall remain the property of
(developer). Said savings certificate to be released to (develnper)
any other party oniy with the prior written consent and agreement of Spokane County.
PROVIDED, FURTHER, the undersigned does hereby authorize
(bank) to pay over to Spokane County all or a sufficient portion of the monies in the savings certificate referenced hereinabove upon
written documentation teing received from the Spokane Couaty Engineer indiCating that the purposes for which the sevings
certificate was assigned have not been fully and faithfully performed as required and a statement of that amount of money which the
County Engineer as required and a statement of that amount of money which the County Engineer deems necessary to complete such
obligation. Upon receipt of such written documentation, (developer)
hereby authorizes (bank) to release to Spokane Counry that
amount of money requested up to the maximum amount in the savings certificate.
(developer) shail be responsible for any costs incurred by the county excess of the amount of security.
DATED this day of , 199 .
BANK OF
President
Secretary
DATED this day of , 199 .
DEVELOPER
STATE OF WASHiNGTON )
:ss
County of Spokane )
On this day personally appeared before me , to me known to be
the individual described in and who executed the withia and foregoing instrument, and acknowledged that signed the same as
&ee and voluntary act and deed, for the uses and pwposes therein mentioned.
GIVEN LJNDER MY HAND AND OFFIGIAL SEAL this day of , 199 .
Notary Pubiic in and for the State of Washington, residing at Spokane
~ . - .
, ,~W• McM~ ~ ~ . . ~ ' i. . ~ . . . . . -
,pfwAs~~ C,~: Drywell ~T5P~' A .
Me.al', F1-o►vne;o,ha Grate ~ _T,yPe 4
20-r6,0 ,
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, s
28578
360 s9•+k, 2
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'32'
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MA Y 27,, 19 97 1I16196 Revised D,ro,inage Pohd
~ Twi! .IS MOt~ 4YmAWIM9; Y ~ ~ ~
~y~ ~to h~ a►n'~~, _ ~ ' " " SIM,PSON ENGINE~ERS, INC.
Ari mo~dif ~ at i►s t s. aft~
T R AC T A . .
, 'th~'da~eEngitieie'S; ~std,rn~~, -CI,NIL ENGINE~ERS a -S'UAIIEYORS
; voio~ the ~SHORT ,PLAT 11,04 -96 N. 909 aRCO,iuNE RoaD~
- = ~ , ~ SPOKANE, Wi4 99212 PH: 926'•;1322 ,
"2 08" POND : SECTION DETAIL
~
0 ~12 NOT TO SCALE
Y
~ J
m 3
cr_ BACK AND SIDES OF "208" POND
o o TO 6E HIGHER THAN PAVEMENT SIDE
ao ~ ~
Wm o 0
cr Z Z .
POND ENTRY w v a a
AS PER PLAN, 3' MIN. f~ VARIES ►--a 4' MIN. Doo-
r~ 39 ' DRYWEII GRATE LINE POND WITH GRASS SOD
~
4: Zk
:2 w P~
S~pp r ~ A SLO
CJNCRETE CURB INLET, ~ 4" PORTLAND SLOPE SOD TO TOP OF DRYWELL
,
TYPE 1 SPOKANE C0. STD. CEMEN f CONCRETE j pRYWELL j "208" POND FLOOR
PLAN VIEW: NOTE : Pond floor elevation on plon is top of sod.
f'OND CNTRY NOTE : All drywells sholl be installed with filter
fabric (AMOCO #4545 or approved equal
around the Or ell barrel and between
"%w~ASPHALT"'. the Droin rock and excovated lateral ground.
~ 3' ~ "L"=2' MINIMUM OR AS NOTE ; To collect sediment, a 4'x4' (min,) piece of filter
~D~E OF PAV'T. SPECIFIED ON PLANS fabric shall be placed between the drywell ring and
0~ BACIC OF CURB cover when the drywell is installed, then checked
periodically and cleaned of sediment. Once grass
w, MChas been established in the drainoge swale, the
v►~,~y~G~ fabric shall be removed.
~y~ C Z'L
` Aq v
d
` 6 .5 t~ ~ DETAIL ,1A "
78 r"new 1946
6impson Engineers, 1nc.
pNL ENdNEERS dt LANQ SURVEYORS
N.909 ARCONNE ROAD
EXF [JtiTE 1Ul4/ cj% SPOKANE. tNA 99212 PH 946-1322
. ~
~ _piryvrell ~75? e A . '
Me~,al Ft~~ame ahd ~ra~e ,TyQe 4
Spo~C~a►he; Co~int_~ Sto,r,dard r ~ , - ~ ~ _ , +
of e ~ , 2 0'1,6.0
, ToQ C~r q►t
Sta. 5t00-~ 2W 'l.eft of rt; IV" Ave.
~
Pohd Flocr ~ Prta = 414 s9--f-t, ,Vev, Zo-l5..5 .
. ~ ,
; ~ ~ ~ ~Drainag,e ~ Ea.s eh,eh~ ~ . :
a I~o.oo N oo°w'oB°E
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et
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~ EXP.DkTE 10141.~$. 2.q'
MA~Y 27, 19!97' .
_ Th;s is not- aa.as-bui'%t dFAwtng, S.~IflIIPSON~ ENGINEERS, INC.
u q'
,Any modif,iedtioMS fiothis ~I~ati a~tex ; TRQC'T Q; CIVIL ENGIN.EERS 6 S,URVEYORS,
~Mie ~'g~e,on,the En9itie~r5 stam~ ,
' ; , vo~os tke~ ~ ~ tamP.. SHORT PL AT i'I 04 - 96 N; 909 A:RGONNE' ROAD
, ~h htet.5 'S .
.
SPOKANE, WA, 99212 PHJ 926-1322. ,
` -
F
4
"248 POND : SECTION DETAIL ,
U-
0 NOT TO SCALE U J
a 3 ~ o ir BACK AND SIDES OF "208" POND
~ v~ o o TO BE HIGHER THAN PAVEMENT SIDE
Q cr o o,
ao ~ ~
o~ o 0
POND ENTRY w c) d a
1-04 AS PER PLAN, 3' MIN. VARIES ►w 4' MIN. ~
r~ 30 ~ ORYWEII GRATE LINE POND WITN GRASS SOD
i
4 1 Z ~ ~
S~OP . , S~pP
F t CA to
im., W&I
CONCRETE CURB INLET, „ SLOPE SA~,TO TOP OF DRYWELL
TYPE 1 SPOKANE C0. STD. 4 PORILAND ~
CEMENT CONCRETE 4 DRYyyEU 1 2 0 8 P F L O O R
PLAN VIEW: ►~~„i'~_~ NOTE ; Pond oor elevation on plan is top of sod.
POND ENTRY NOTE : All yweils shall be installed with filter
1~
ric (AMOCO #4545 or approved equal
N,
~ASPHALT around the Drywell barrel and between
~ the Drain rock and excavated laterai ground.
3' "L"=2' MINIMUM OR AS NOTE : iece of filter
EDGE OF PAV'T. SPECIFIED O~l-P1~ANS To collect sediment, a 4'x4' (min,) p
OR BACK OF CURB ric shall be ploced between the drywel) ring and
co when the drywell is installed, then checked
periodic,ally and cleaned of sediment. Once grass ,
has beeR, established in the drainage swale, the
fabric shal~~,,~e removed.
~
DETAIL »A »
~ 6 impson Ertgineers, lnc,
pNl ENpNEERS & LANO SURVEYOtS
, N,909 ARGONNE ROAD
SPOKAME, WA 99212 PH 9I6-1322
~
M
~ •
S P C-) K A N a ~ C Ou N T Y
DNISiO! OF CNGLN£EftlNG AND ROADS • A DQVf5lA` OF THE P[JBI.iC WOdtiCS DEPAR`3't+AENT
WilDiam A. lmhns, I'.E., County Engineer Dennis :+f. 4cott, f' F., Direetor
June 17, 1997
Kevin McMullan, P.E.
Simpson Engi.aeers, Inc.
909 N. Argonne Road
Spokane, Washington 99212
Subject: Bud Morrison
Spokkrsnne County Pro}ect No. SP 1104, SP 1105
Kevin:
The road and drainage plans and calculations are approved. Enclosed is a set of sepias, stamped
"Approved For Construction." Tbe original plan mylar will be kept on file at the County records.
In accordance with Section 5.02 of the Spokane County Road Standards, this approval is
valid until 6-12-00. If faciliries are not constructed by then, you may request an extension for an
additional two years; however, the plans may need to be revised to reflect standards current at the
time of the extension request.
If you have any questions, please contact me at 456-3600.
Spo ne C~"ou `ty Engweers
Paul Lenne~ E.I.T. '
~
Plans Review & Dratinage Engineer
encls: 24" x 36" sepias of approved plans
cc: Bud Morrison
project file
1026 W. Broadway Ave. 0 Spolwne, WA 94264-0170 •(509) 456-3600 FAX: (509) 324-3478 TDD: (509) 324,3166
~ prywell I 1yP~ A '
Me--tal Frav+ne ana 6ra~e ~TyQe 4 *
sP0'ahe- County Star,dard +
Toe of Gro,te, 20?6.0 r ~
StA, 5-t 001 28' Left of Ct., a"v "Ave. v
Por,d Floor ; Praa = 414 s9.-R. ,f-Icv. Zo`15.5
~ Dra~na9e Ease~nen~
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25 I ~ ~0' Utilit Easernent o lo Zo 40
s1OjVAL~ 1
F-XP UF1E 10141 20'
~ . MAY 27~ f997
TAiS is hot 0.h a5-butilt dtawing, n N SIMPSON ENGINEERS, INC.
Any ntodificatiohs fiotkIs P1ah aftcr TRa(','r A
CIVIL ENGINEERS 9~ SURVEYORS
ihe, Aate on the En9iheer5 stamf
Vo1o5 th~ ~ng;a~~r's StamQ. SHORT PL AT 1104 - 96 N. 909 ARG4NNE ROAO
SPOKANE, WA 99212 PH= 926•1322
.a ~ , 3 ~
"208 POND : SECTION DETAIL '
,
Ll-
. 0
NOT TO SCALE
Y Y
U J
Q ~
~ o BACK AND SIDES OF "208" POND
vi o d TO 8E HIGHER THAN PAVEMENT SIDE
~o 0 0
w m o 0
z z
POND ENTRY ~ Q a a
-4 AS PER PLAN, 3' MIN, VARIES 4' MIN. ~
r+~ 30 ~ ORYWELL GRATE LINE POND 1MTH GRASS SOD
i
f•:
4:1 Z
(0
CONCRETE CURB INLETr 4" PoR1tAND (A J", SIOPE S4D TO TOP OF DRYWELL
TYPE 1 S('OKANE C0, STD. CEMENT CONCRETE r'DRYWEII j 1'208" POND FLOOR
PLAN VIEW: NOTE : Pond floor elevation on plan is top of sod.
POND ENTRY NOTE : All drywells shall be installed with filter
~ ::r~..•., fabric (AMOCO #4545 or approved equal
~ASPHALT ~ araund the Drywell barrel and between
~ the Drain rock and excavated lateral ground.
~ 3' ~ "L"=2~ MINIMUM OR AS NOTE ; To coilect sediment, a 4'x4' (min.) piece of filter
EDGE OF PAV'T. SPECIFIED ON PLANS fabric shall be placed between the drywell ring and
OR BACK OF CUR~ cover when the drywell is installed, then checked
periodically and cleaned of sediment. Once grass ,
has been established in the drainage swale, the
fabric sholl be removed.
DETAIL "A"
,.~ew „48
650impson Enguceers, Inc.
CINL ENpNEERS dc IAND SURVEYORS
N.909 AfiCONNE HOAO
Sf+aK"" ^1111 PH 926-131?
~
.
~ I -
$TOR:MWATER. DRAINAGE CALCULATIONS
- -
FOR ~
- = SHORT PLAT 1.104-96 '
NE_ 14of-Section -19, T:, 25 N., R. 45 E~ W.M.
Spokane: County, Washingtoa ~
~
- ~
May. 28,.1997 y
~
- ~
~
- Prepared by:
I Sunpson Enguieers;.Inc. ,
North 909 Ar-gonne, Road
i Spokane; Washington 992121
~
~
The design iniprrovemeants shown, in.-this set. of plaiis conform to the-
applicable editions of the Spokane County staadards -for road and sewer:
consrivction aad Spokane Count~~,,guideliaes for storm«~ater management. -All design deviations have: -been approved by,the Spokane. County.
Engineer., I appro,ye',these plans for constiuction I-
, - .
- I. Summary
,
; R. Stormwater Drainage Calcularions for Shor,t Plat 1104-96
(SW Basin of Pheasant Park'); ~
,
I~
- III. Attachments:- ~
- * Soils Map and Tatiles
i * Stormwater DrainageR-epo_rt for Pheasant-Park , J~c~w• ^"c~~,
Z857 i Stannwater DrainngaVeports113320 h ~~j~~~0 , ,
_ .
t-o y '
I r ,
~
i
1
Stonnwater Drainage Repart; Short Plat 1104-96
1. SUMMARY:
This project is the division of Lot I of Pheasant Park piat into three (3) Tracts; A, B, and C. The
development involves a single basin; the SW Basin of Pheasant Park. See Drainage Map. The
basin is composed of two subareas; 1) grass lawns, and 2) impervious roofs, driveways, and
asphalt paved streets. Stonriwater tlows overiand across roofs, grass lawns, and driveways and
into grass drainage ponds. Stormwater from asphalt streets flows in the ditch along Eighth
Avenue, and into the grass drainage pond.
The grass percolation area (drainage pond) was calculated to hold the first 1/2" of rainfall runoff
over the asphalt street areas.
Figure 2, page 6-3, of the "Guidelines for Stormwater Management", by Spokane Counfiy
Eng'ineers, was used for rainfall intensity a►nd duratian occurring at a 10-year storm frequeacy for
onsite drainage.
The Rational aad Bowstring Methods were used to calculate the peak stormwater runoff for the
basin, and the type and number of drywells needed for the basin based on the storage capacity of
the pond.
In accordance with "Soil Survey, Spokane County, Washington", 1968, the soil is categoriued as:
GgA, Garrison gravelly loam, Gravelly, medium-textured, somewhat excessively drained soils
formed in gravetiy glacial outwash material.
Figure 2, page 6-3, of the "Guidelines for Stormwater Management", by Spokane County
Engineers, was used for rainfall intensity and duration occurring at a 10-year storna frequency.
r
tl
:~tonnwater Draina$e Report; Short Plat -1-1~,0.,4=96 I-
~ II. STOR:MWATER- DRAINAGE. CALCULATIONS:
V
In ;,geaeral. for any dcainage poIId with 4:-1 side slopes, the.,,poad* volume can 'be . calculated with- -riifo
components: the volume,direcdv--aboveAhe -pond, floor plus the - volume above the- side. slopes: To
- compuw the volume at :any ponding, ;depth,, onlv= ttvo, parameters:1, need to be.laiown: pond ; floor area~,and
1 poad~floor perimeier length.(both, ar+e,.specifiedi,lon the.Drainage P1an. maP)'.
,
Volume, is calculated-at-6"'-depth for "208" treatnient, and at 8" depth for storage;,as follows:
, -
= 4
~ -At"6",depth:
Pond Vo}ume -,(0.5-$. depth _Y pond.~floon ar+ea) +.,(1/2, x 0:5 Y 2:0 x pond floor perirrieter)
. , = =,0.5 A ±'0:5, P
-AU,,g111 depth:
- ~ Pond `Votiune =.(0:67 ft. depth x pond -floor, area) +(1 /.2- x_0.67 x 2.68 x: pond~Soor perirneter)
:0.67A + 0.89P ~ -
2..6,8'feet - /
~ _ . - - - - - -
- - ; -
2.0 feet - -
6" = 0.5 ft'. k,r----
- - ~
Pond.Floor,
- ~
0
i~
~
-
I
,C-- ~
~
Stormwate_r. Drainage Report; Short Piat-=1104-96
U. STORIVIWATER DRAINAGE: CALCt1LATIONS:. ~
SW BASIN
~
_ Location: north side. of Eighth Avenue,: west-:-of private~ road
Lots. Included: south 40%' of Tracts A; B, ;and~C (Lot 1 of Ph,e"asant -Par.k)
Area
~
-Total" Basin -Area:. 36,750 sq. ft. =.0.8437- acres
~
Pervious Area:: 22,51 Q sq. ft. = 0.51-68„acres
,
~Impervious -Area:. 14;240 sq-ft. ,=,0.3269 acres,, ~ .
Inipervious Area breakdown.
-Houses: 3 at 2,000 = 6,000 sq. ft.
Dciveway,s:-. 3-ai 1,000:= 3;000 sq: ft. I -Asphalt Pavement: (15' x.290')~+-(8' -x 1~I 1.19) = 5,240:sq. ft~~
Storaee-Reauired:
~ , - .
a) "208" Storage Required =(5,240 sq. 1-2 in: :per- ft.):`= 219 cu. R. ,
- - ~
ti). Bowstring = 404 cu. ft. + 1 Single Barrel Drywe11,Type A, (0:3 cfs out)
Storaee Proyided: '
I-Pond~Name: SW Pond '
i
- Pond Floor Area: (17')(75') + (7')(7) = 474-,sq.. ft. `
, Ftoor. Perimeter: (17'+321+71+71+1.0'+25'),= 98 LF with 4:1 slopes on all sides
Pond; Volume, 6" deep: (0:5')(4.74-sq. ft'.).+,(_l%2)(.0.5')(2~0)(98'), ~ 286 cu: ft. > 219
I Pond Volume, 8" deep: (0:67')(474~sq. ft:) +.(1l2)(0.67')(168)(98') = 406 cu.,"ft.,> 4;04
. ~
, -
~
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0
~ 2 5' I
~
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_ Pona I~
- F\oor
~ - • b
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,
RATIONAL FORMULA HYDROLOGY & BOWSTRING METHOD: DETENTION BASIN DESIGN
DRAINAGE BASiN ANALYSIS for 10 YEAR STORM EVENT
Date: 05128/97 Project Name: S.P.1104-96 Project Number: 12786
DesiBn: KWM. Site Location: NE 114 of Sec. 19,T.25N., R. 45 EolskFfl.: 134AwwWM%10%12M.wb1
Basin Name: SW Basin Description: south 40% of Tracts A, B, and C
Pond Name: SW Basin north side of Eighth Ave.,west of private road
SUBAREAS: TIME OF CONCENTRATION (minutes):
Description Acres C A'C Tc (overtand flow) Tc (gutter flow)
AsphaWRootsJDrives 0.327 0.90 02942 Ct = 0.15 L2 = 360
Gress Lawns 0.517 0.15 0.0775 Z1 ~ 3
L1 (A) _
N(A) = 0.016 B = 0
S(A) = 0.02 n = 0.025
s = 0.008
Tc (A) = 0.16 d = 0.454
Totai 8asin Area, ecres = 0.844
Composite Runoff Coefficient a 0.441 L1 B) = 0 Tc (gut) 3.14
Com ib ned (Area' Runoff Coefficient) ~ 0.37 N(~) = 0 Tc(A+B) 0.16
S(B) = 0
Tc total 5.00
Tc (B) = 0.0 Irrtensrty 3.18
Holding 12.83
"208" DRAINAGE PARAMETERS: Q(est) 1.18 c.f.s.
impenrious "208" Area = 5240 sq. ft.
"208" Volume Provided = 286 cu. ft. Time of Concentrabon = 5.00 minutes
Storm Storage Provided = 406 cu. ft.
PEAK DISCHARGE, 10 YEAR STORAA:
BOWSTRING CALCULATIONS Q a C• 1' A= 1.18 C.F.S.
~1 #2 #3 !I'4 #5 #6 #7
'flme Time tntensity Q dev. V in V out Storage
Inc. Inc. NUMBER and TYPE of ORYWELLS PROPOSED:
(min.) (sec.) (in./hr) (cfs) (cu. tt.) (cu. ft.) (cu. R.)
0"060) (A-~~) (6W.W) 05-M 1 Single-BaRel (Spolcane Courriy Type A)
N.=: 0 Double-6arrel (Spokane County Type B)
5.00 300.00 3.18 1.16 475 90.00 385
Outflow Provided 0.3 c.f.s.
5 300 3.18 1.18 475 90 385
10 600 2.24 0.83 585 180 405
15 900 1.77 0.66 659 270 389
20 1200 1.45 0.54 702 360 342 "208" TREATMENT VOLUME:
25 1500 1.21 0.45 721 450 271
30 1800 1.04 0.39 735 540 195 Required G.P.A. ponding volume:
35 2100 0.91 0.34 745 630 115 Impervious "208" Area x 1/2" = 218 cu. ft.
40 2400 0.82 0.30 763 720 43 volume provided at 6" depth = 286 cu. ft.
45 2700 0.74 0.28 771 810 -39 OK!
50 3000 0.68 025 784 900 -116
55 3300 0.64 0.24 809 990 -181
60 3600 0.61 0.23 839 1080 -241 STORM STORAGE VOLUME:
65 3900 0.60 0.22 893 1170 -277
70 4200 0.58 0.22 928 1260 -332 Meximum storage re~uired = 404.54 cu. ft.
75 4500 0.56 0.21 958 1350 -392 volume provided at 8 depth = 406 cu. R
80 4800 0.53 020 966 1440 -474 OK!
85 5100 0.52 0.19 1006 1530 •524
90 5400 0.50 0.19 1023 1620 -597
95 5700 0.49 0.18 1057 1710 -653 DRYWELL REQUfREMENTS:
100 6000 0.48 0.18 1089 1800 -711
1 Single (fYPs A) 0 Double (TYPe 8)
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SPOKANS COU~TTY~ WASBL~iaTON ~ ?5
TABLD d.-Brief desc~i~tior~$ af so~il~8 ar~d thear • • ~ ~ . ~~t~mated phyezcdl ~nd clce~nua~ ro ertzes-Cont~nued p p in
~ ClessiScac~on ►
De th ~Cls~:sificution-Contiaued Yercentage pa~ing sieve-- p p I biop Soil nume Description of soil sad site irom ~ A~ailoble
s~mbal surlace % . PermeabilItF water Reac~ion Di~per~on $4rink-s~re y ho. 4 No.10 r"o. 200 ca acit 1:5 dllution ~ shrwk-slmu
U~DA te~t~ure ~ ~ - P Y ~ ) potenUs~l ~ LniBed AASHO (9.7 mm.) (2.0 mm.) (0.074 pocential
mm,)
la ~ DsC Dre~oon s~ony silt loum, 0 to 30 peraent Similar ~o Dr~oon silt loam~ 0 tq 30 gercent tn. ya er, ~n. o/e~t QH
slo eIo ezce t t~~t the aurface la er ie ston . - P~ P~, P Y Y
Ds0 Dragoon stony ~Ilt lonm, 30 to 55 per- cent slopea ~ ,
. Ov0 Dragoon very rocky comple~~ 20 to ~b Dra oon port stm~ar to Drogoon s~t loam, 0 to ~
percent slopea. 3 cent slo~es~ eaaept tba~t depth t~ bed- ~ roc raages trom 10 to 20 inches. Roek out-
~rop in~luded ia thia complex. '
Ek6 Elo~Ca e~t loam, 4 to 20 peroent elopes, liedtum-t~ctur~d~ well-drwned so~U formed from 0 to 24 Silt loam........._. "
cial ti11 con~ainia a e amount oi vol- 1IL-CL.___ A-~___._ SS t~ 95 80 to 95 80 to 70 0. 8 tu 2. 5 Q 17 to Q 20 6.1 to 6. 5 Hlgh._.__.. LoR ~o mo 8~, ~6 , emio ueh tn tDe su ace ; naderlam by 24 to 44 Grovelly loam~..._. . Low to moa_ erate.
avel at d th of 30 to in~hes~ occu iea 44 t~ b3 V ~vell sand S~I....._.. A-~_._._ 75 to 8~ 40 ~0 80 35 to 50 0. 8 to 2 5 Q 12 Eo 0 14 ~ 1 to 6. 8 H1gh.______ LoR. 6~' , eP , P Y 9 undulutmg, moiainelike topograghy. loam. Low.
53 tc 80 Gruvel~________ G1L__._... A-2..____ 30 t~ 80 20 to SO 5 to 15 b. 0 to 10. 0 0. 06 to 0. 09 6~ 1 to 7. 3 High...._.. LoR. GP-------- A-1_.__._ 2~ ~0 35 10 to 20 0 t~ b >10 0. 04 to A. Ofi 6. 8 to 7. 3 High~----- Lo~r. Low. Low.
" EIC Eloika very stanp silt loam, 0 to 30 per- Slmilar F~ Eloika ~nt loam, 0 t~ 20 perceat slopes, ,
eent alopes. excep6 t,ha6 they are very stony tduoaghout. EID Eloiks very stony aD~ loam, 30 to 55 •
pereent slopes.
~ Em Emdeat e~t loam. :4ledium-teatured, eomewhat poor~y drair►ed~ 0 to 26 S~lt loaa~ . .
alkaLae eo~1 tormed in alluvium from calcar- ~IUCL__._ A-4.._.__ 95 to 100 80 t~o 100 90 to 9~ Q 8 to 2. ~ 0.17 to Q 20 7. 8 to 9 0 Hlgh........ Lo~v to mo eaus sfft~ voto~nio ash, and diatoaite; de th 28 t~ 41 Very fine eandy Low to mod- erate.
t~ ~vater tu61e fluetuates fromaear the ace loam. ~IL_..._.._ A-4.__.._ 95 to 100 90 to 100 80 to i0 0. 8 to 2,5 0 I7 to 0. 20 7. 4 t~ 8. 4 Moder3te_.. Lo~v. ~o about 8 feet. 41 to 80 8andy clay loam. _ LoIW.
. CL..___... A-8.__... 95 to 100 80 t~ 9b 8b t~ JO Q 2 to a 8 0 17 to Q. 2a 8, 8 to 7. 3 Low__.__._ lloderote. AIoderute.
Fa6 Freemsa eil~ loam~ b to 20 percont Very deep, moderately ~~ell drained upland so~ 0 t~ 22 S~t loem..__._..... ~ elo . with meckum-textured surface la er ond medl- aIL-CL_... A-~_.... 95 to 100 90 to 160 88 Eo 90 0. 2 to 0 8 ~ 17 to 0. 24 6. 8 to T, 3 Modernte~. Lo~r to ma P~ Y Low to mod-
Fa63 Freemsa eilt loam~ 5 to 20 percent um or modemtelq 8ne te~ured au6soil; formed 22 to 72 Btlty elny losm._____ _ slo aeverel eroded. ~ram ~~t on rollin to u lands. CL_.___.__ A 6...___ 95 to 100 90 to 100 80 to 90 <a Ob 0, l7 to 0, ZO 8, 8 to 7. 3 Low.__._.. Dia~erate. P~~ Y 8~Y p N erate. Aicdernte.
faC3 Freemun sfft loum, 20 to 30 peraent ' ~ slope~~ severdq eroded. ~
Fm Frah water ma~eh. $ballo~v, s~am y, int~rmittent pcnda and , tringes nroun lakes t~t bave a 8uatuat~ng
~ water table. F~gin ' ds~ts is not given, ~ as land t~pe ie too varttb e~ a , .
~ GaC3 GarHeld eilty clup Ioam, 0 to 30 percent ~'ery deep, well-droined so~7 develo sd in loese 0 to 8 5~7tp cluy lon~____. '
elo eeverel eraded. on rI e snd knob~ oa the ro ' to hlll 8 to 23 Silt cla ~-8------ Qb to 100 90 to 100 90 to 95 4 2 to 0: B 417 to 0.18 8~ 8 to 7, 3 Law_..._._ Maderate. P~ Y ~ ~ B Y Y F g - Moderate.
u m the Polouse sa~ area. 23 to 80 S~ ula loam..:._. A 7______ 95 to 100 90 to 100 90 to 85 0. OS to 4 2 a 14 to Q 17 8 to 7. 3 Law__..... High, P~ tY Y CL...__... A-8...... 95 to 100 90 to 100 90 to 95 Q 2 ta 2 5 Q.17 to Q. ZO ~ 8 to 3 Low...__.. Maderate. „ High. Mademte.
G~A Garrison graveUp loam, 0 to b peraent Gravelly, medlum•teatured, somewhat eic~ 0 to 18 Gravell lonm_._._._ • • q SJ[..._.... A-4..._._ 65 to 85 40 to 84 35 to 50 Q 8 to 2, 5 0.12 to 0.14 8~ 6 to 7. 3 Nioderate . slo sively dra~aed aoits Parmed ia gravelly glacuil 15 to 44 Yery gravelly loam_. -~w. „ Low.
~eg n vell loam 5 to 20 ereent outwash mater~al irom s varie of acid 44 to 60 ~an vet end ~a~-------• A-2_.._.. 4b to 65 30 to 80 5 to 15 2 8~0 5~ 4 0. 08 to 0.10 8~ 8 to 7. 3 I►ioderste_.. Low. ~ y ' p ~ ' , GP - 0 2 ' A 1------ 2b to 35 1 to 0 0 to S ~10 ~ 0. 04 to 0. 0$ 6~ 6 to 7. 8 Ei ~ I.ow. _ LoW.
slopes, igaeaus arent rock; on nearl level to mod- eo estonea B erately opiog t~erraees; dep to miature of
ean vel and cobblestones rsa lrom ~ , 8~ 2y~ to teet~ . ~
GmB Garrison ve~ vell 0 to 8 Similar to Garrieoa ven lo eace t that 0 to 16 V vdl loam__ • d
Y 8~ Y~, , 6n► Y~ P ~Y ~ 9 t;1 ent slo es, the surface la er ~s v vell . I5 to 44 S~er vell loam.. A-2...... 30 to 60 20 to 50 S to 15 2 8 to b, p Q QS to Q 10 6.1 to 8. 6 hioderate... Low. ' ~ P p y y~ y C1I__._.__ -2 45 to 65 30 t~ 80 b~01S 2. b to a 4 Q8 to 0.10 Low.
44 to 60 $nad, vel, and . A.. _ & 6 to 7. 3 Dioderata.__ Law. n Gp....____ A-L.__.. 25 ta 35 10 to 20 0 tc 8 ~10 0. 04 to Q 08 8~ 6 to Z 3 High Lmc. cabb esto a. Law. _ I,aW.
Gn8 Garrison very etaa loam 0 to 20 Similar to Gnrrisan vell 1 ezce t t~hat 3' ~ 6~ S ~ P
per~eat slopes. ~18 bUlfACB IOf81' ~B VP~ 6~OI1~
GpA Glenrose ailt 1 0 to b ~ oaa~ perceat elopes. Verp dee , medtum-teatured, well-drained eo~ls 0 to 72 Sflt loam.___._.__.. lI 98 84 to 85 0. 8 ' _ Lotv to
Gp8 Glenmses~tlo 5to?A entslo e.s. Iorme from aeid i eaus ~iel tdll• auriace L-CL_._. A-~...__ 80 to 95 75 to ta 2a 0:17 to 0.20 8.1 to 7.8 Moderat~. Lotv to e0o► P~ P B~ , , GpC Glenrose sIIt losm~ 20 to 30 pereenE layer in@uenced by oe~ and n~lc~o ash; on ~ ' moderaw moderate.
alopes. gently rolling to steep uplaads. ' GpD Glenrose silt loam~ 80 to 55 percent
~ opes. , ,
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SPOKANE, WASHINGTON 99212
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t,Jl,~R~1~ ♦irl'\fl ER D~~A~T.~ itEPOllMle
~
,for
~ phaasant ptark
~
;
A 9-Lat Plai lQCaied on ifie
J, _ - - -
nor,th,.qide -of Eighth,.Avenue,;.wtst of,Barker,Road -
in the IYE 1%4.ofSedian=:1,9,'I'. 2$ N., R. 45 E:VIr.M.
q, Spokane, Wastiington
I '
d
~
~ lune 29, 1994
~ Amended:. October 21, 1994
a
~
Report,_ Pcepared B.y: RECEIVED
Simpson Engineers, Ince MAY 15'19
~~l-,
F No~h~ ~9~:Arganne R~ri
Spokane,. 11VA 99212 SPOKANE COUNTY ENGINEER
PRCIIFCT Nn_ 12796
.
h
•I'ABI:E.-~OIf'+'-CONTENTS
~
~ Drainage Basin-.Data Summaries
"208" Pond -Volume' Calculations
~ .
.Rational Formuta, Hydrology=& Bowstiing Calculations
~ - .
Ditch Capacity- Galculations
S:C.S. Soils Map,and Descriptions
~
^ R-Value' Tesu Resuit's-and ~Analysis
p
I~
i ~ Supplementary-,Maps:.
~
n
~.Drainage Map of Pheasant' Park ~
~ Street P1an=Pmfile: Eighth-Avenue Sireet Plan-Profile; Private Road .
`
I
~
~
F
n
I
I
~ DRAINAGE BASIN DATA S. = A [ES
~
AND
tr ~ - - - -
zog~~ porrD~ voLUWE cALcuLATroNs
~ ~ -
'Ihe follawing Pa.ges contain Idata-fuc each,ofthe four on=site-drainage bas_i.ns, a_s-w-e-ll' as data fbr
each basin's,"208" stormwaLer rdention pond. Refier tb the 1" =•50' Drainage, Map fbr the adual
basin locatians and`boundaries.
- - - ;
A
In:gen.eral, for aziy drainage pciad vv6 4:1, side slope.s, the,pond volume-caa be calculated with two.
comgments: the volume duectly above tfie pand1loor ~ ptus tfie volume, above the. side-slapes. To
compute:the volume. at.anY P~~g dePth, only,;two.paramerers needto-be knovm: pond.floor area
and.pondtoorper'imeter length, (bodh,are specified, oa'the Drainage Plan map)-
Volume is,calculated at 6", depth fbr "208" treatmefit; and-at 8" depth for stora$e; as°follaws:
AL 6" dotli~ ~
, Pvnd Volume $..deptfi x-pand tlooc-area)+ (1/2 xA5' x 2.0 x pond floor perimeLer),
~0:5 A ± 0.5 P ~
:11t T' -depth: _
Pand, Volume(0.67.R. dep&';x pond.floor,area)µ+-(t{2 z 0.6.7 x,2.68,x pond floor perimeter)
= 0:67A + 0.89P ~
E
~ I
2.68 feet
2:0 £eet --~I ~ A
! J
- - - - - -
~ 811, = 0.67 ft: ~•.A
6"! = 0.5 ft.
p Pond Floor
' . I
I
~
. DRAINAGE BASIN DATA S IES
NW BASIN
Location: west of private road
Lots Tncluded: north 600/o of #1 and 92, #3, and #4
Total Basin Area: 1722062 sq. fl. = 3.950 acres
Pervious Area: 157,362 sq. ft. = 3.6125 acres
Impervious Area: 14,700 sq. ft. = 0.3375 acres
Impervious Area breakdown:
House.s: 3.5 @ 2,000 = 7,000 sq. ft.
Driveways: 3.5 @ 1,000 = 3,500 sq. ft. 2O
Asphalt Pavement: 8' x 525' = 43200 sq. ft.
NvJ
"208" Volume: 175 cu. ft. PO''D
Pond Name: NW Pond }
;
Pond Floor Area: 20' x 30' = 600 sq. ft. ~
Floor Perimeter. 100 LF with 4:1 slopes on all sides 20' ~
Pond Volume @ 6" Depth: 350 cu. ft.
Pond Volume @ 8" Depth: 491 cu. it.
NE BASIN
Location: east of private road
Lots Included: #52 #6, #72 #8, and north 114 of #9
Total Basin Area: 199,175 sq, ft. = 4.5724 acres
Pervious Area: 1822975 sq. ft. = 4.2005 acres
Impervious Anea: 16,200 sq. ft. = 0.3719 acres
lmpervious Area breakdown:
Houses: 4@ 2,000 = 8,000 sq. ft.
Driveways: 4@ 1,000 = 4,000 sq, ft.
Asphalt Pavement: 8' x 525' = 4,200 sq. ft.
"208" Volume: 175 cu. ft. zV . Pond Name: NE Pond Pond F1oor Area: 25' x 32' = 800 sq. ft.
Floor Perimeter: 114 LF with 4:1 siopes on ail sides jctqq p°t ,'D m;
Pond Volume @ 6 Depth: 457 cu. ft. Fyoop, ~
Pond Volume @ 8" Depth: 637 cu. ft. ~
~s'
DRAINAGE BASIN DATA SUMMARIES - COHTINUED
SW BASIN
Locatioa aorth side of Eightb Avenue, west of private road
Lots Included: south 40% of #1
Total Basin Area: 27,900 sq. ft. = 0.6445 acres
Pervious Area: 21,160 sq. ft. = 0.4858 acres
Impervious Area: 6,740 sq. ft. = 0.1547 acres
Impervious Area brea.kdown:
Houses: 0.5 @ 2,000 = 1,000 sq. ft.
Drrveways: 0.5 @ 1,000 = 500 sq. ft.
Asphalt Pavement: (15' x 290') +(8' x 111.19') = 5,240 sq. ft.
"208" Volume: 219 cu. ft. 15
~ sw
Pond Name: SVV Pond
Pond Ftoor Area: (15' x 22') +(5' x 10') = 380 sq. ft.
Floor Perimeter: 94 LF with 4:1 slopes on all sides
Pond Volume @ 6" Depth: 237 cu. ft. ~
Pond Volume @ 8" Depth: 338 cu. ft.
a
SE BASIN
Location north side of Eighth Avenue, private road to Barker
Lots Included: south 3/4 of #9
Total Basin Area: 83,077 sq. ft. _].9072 acres
Pervious Area: 69,512 sq. ft. = 1.5958 acres
Impervious Area: 13,565 sq. ft. = 0.3114 acres
Impenrious Area breakdown:
Houses: l@ 2,000 = 2,000 sq. ft.
Driveways: 1@ 1,000 = I,000 sq. ft.
Asphalt Pavement: 5' x 365') +(8' x 111.19') +(12' x 350') = 10,565 sq. ft.
"208" Volume: 440 cu. ft.
Pond Name: SE Pond }
Pond Ftoor Area: 25' x 33' = 825 sq. ft.
~
Floor Perimeter. 116 LF with 4: I slopes on all sides
Pond Volume @ 6" Depth: 470 cu. ft. . ~
Pond Volume @ 8" Depth: 656 cu. ft. Y ,
.
.
RAT ILNAL. FQRMULA H'YDR-QLOGY
D;ATE = 6t2S/94 DESIGNCR = D. Hr C. PF;STN IUW
°''-f'iCJ= CT NAMF' = F;-lE ASAiJT F'r- F;K
t~-_n IPTI 'h! =S:. -E AN% 57CECT D; AT i\lAGE
~ "Ulr4AREA i = L, . 6 ? ,'~t~t;ES aUBAREA 1 RUNOFF COEFF I C I rNIT = . 15
LJSI'F'EA 2 _.`'8 AC;Ea SUBAREA 2 rUNQFF COEFF I C I ENT = . 9
TOi"AL AhEA = 3..'351 A*CRCS COIIPOS I TE RURIOFF COEFF I C I ENT = . 2141 b0971906
flVERLAND FLOW VALUES
.1t 5 ,
' Ct =
• L = 20
N = .016
s = r 02
~HA N N cL rLow VrLUES
L = l.; .
Z 1 = y
22 _ _
N ~~"25
S - .025
TD = .5
COMF'U7ED VALUC'n
DUR - 5.00
110 - 3.18
010 ~ 2.69
GA - 2.70
`
~ •
~
~
N
r
f
I
vOwS-rRT r.iG c,LcuLaT IoNs
UATC = 6/28/94 DESIGfVER = D. H, C. FAS'lN hIW
F';OJECT NAMC = PNEySANY FPRF='
Di=S~n I FT I L1N = 5 7 TE AI'dD STREET D,-'iAr 1lAGE
t t Intcnsi ty C dEv . 'Ji n VOLit S-tar age
trn%n. l (SEc. ) tiny/!-e. ) (c.~. s. ) (_U. ft. ) (cu. ft. ) (cLt. ft.)
5. cI ~K ~t~)C~ tS~_.~ '4'8~'
10.0 600 2.24 1.90 13.1 1200 1:711
4
' 15.0 904 1.77 1.50 1501 1800 -~99
' 20.0 1200 1.45 1. 2:' 1 597 2400 -8031
25.0 15 40 1.21 1.02 16 4c i 7-1000 -1 7,60
30.0 1800 1.04 . 88 1674 3600 -1 92b
35.0 2100 .91 . 77 1696 4200 -~5 0 4
40. n 2400 .62 .69 1736 4t3c'~0 -~7064
; 4..~. C) 2?~~C~ . ~ 4~ w b_: 17'►-~ ..'~4C_9Ct --36 A. o
I
5`y. 3 C0 C, .68 .53 11-85 6000 -427 15
i
55.0 L
3 • 64 • Jn "9' 18 426Q00 -~ry
~t75EI
60.0 7, 6 0 0 .61 .52 1911 7200 -5~89
65.0 3900 .60 .50 2015 7800 -5785
" 70.0 4200 .58 .49 2111 8400 -6289
~
7.5. C1 4500 .56 _ .47 4 i b i 9000 -68 39
6CJ. C) 4800 . 5 3 .45 2198 9600 - i 402
85.0 5100 • .c12 r '4 4t 2267 1 C),C C1C) -793Z •
9C1, 5=E00 =Cj .42 23"'8 10800 -E??2
95.0 57~.~0 .49 .41 2406 114c.1,r:9 --8994
100.0 6000 .48 .A-1 2478 12000 -
,-H 1EI MAX I MIJM STCIRAGE I5 4' 1. 084'• 1" ClJ d 1= T. NV`! PowD VoW ME Lv 8~DEPTH
k~ Th e ti me Qf c anc e ntr- ati. on is 5 mi n UtcS. _¢9 ~ Gu . FT,
"►'5le UndavelopeRJ f l. aw out is 2 c. f. s. Twp -T`IPE b R4WELL 5
TFN YEAR STORM CRLC
I ' 9
~
C
~ FATfIOPJAi FL7RMlJL'A HYDROLOGY
,
~:►a:~ i1= = c>,/?~./.'3~ DES.T GiVER = I'i,.,H-.. C,p E+AS I N NE
P`t;rJcC-i KlAME = F'F1F_ASF;IU7' iF'ARh;
- , , -
z~CSCI~:I PT. . ~~7f~1 =~a I TE 'AND St E'ZEc DF'~ I Gd~GE -
- ~ - _ o , .
' S,,LbAf;E ; ~-1 =4,. 201 ACRES S,LlBARE:a 1RUNOFF G17EF~F z~C I CNlT = a 1 5,
ata"~(;F~EA 2= u372 AC~iES ~ SUFAKEA ~ F:UIVOFF CClEFF I C I ENT = 9
p
TOTAL AREA = 4. 57::~ , AG FRCIS ~ GOMFbSI TE F:Lin?pF'f= CVEFF I C T ENT = .23101 0277717
_ I
OVE;;LAiVD -F,LC]W VALUES ~
Gt = i:5 .
10,
~
.S = 02-
'CHANNEL 'FLOW VALUE'S, ~
~ ' - L 500 d
z1
;
Z i. ~ ~ • ~'~i~l
E)' - ~j
S 0-,~5 TD .525
II
. 0
C01`1F'JTED 'vgLUtS. _ I
D.Ufi = 5:~Q g
I1:a .3, 1 F'3 - Q10 _ 3,0,,47
``:C1 ~ a1
I
Y'`~ _ ; , , - - , . -
~ -
ll
N
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~
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~
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. ~
, , -
~
:BQWSTR i NG CALCULAT r DNS
DATE = 6/28l94 DESTGNER = D. H. C. BRSIN NE
PRQJcCT NAME = F'HEASAiVT PARF;
UcSCRI FT I ON = S L TC AND STREET DRA T NF,GE
In'kensi ty Adev. V1 n L"out Storagc
(min. ) (sec. ) 0.n.lhr. ) (c.f.s. ) (cu. ft.) (LjI. ftv ) (c4i. ft. )
~ ` • ~ . t'~; • 0 ~ 1 .L: til' c3 ~.1 634
f 10.0 G ~0 i a 24 2.10 1517 1200 v.: 17
l
F
~ 15.0 900 1.77 1.71 1711 1800 -89
iL~s A 1200 1.45 1.40 1OL1: i"1'V~
25. 0 15(.:G 1.21 1.17 18?a 3000 --1 13C7
30.0 1800 1.04 1.00 1909 ~,6 0 0 -1 b91
35 . ~ ~ ,1100 .91 . Q@ 1934 4~~tt_) -2 26 b
40. 4 0v~ .82 .79 193c) 4200 -2820
45. t~ i7C.74 .71 20C.)1 5400 -33s'i9
50.0 .r;r50 .68 .66 2 0`~5 6000 -~'9 6 5
55.0 3 3- U.64 .62 21C) i 6600 -4499
E;t7. 0 :~o0~ .6I . ~~'i 2179 7200 --5021
65.0 31;00 .60 .57 2298 7800 --5502
70.0 42200 .58 .56 2408 8400 -5992
75.0 4500 .56 .54 2465 9000 -6535
,
80.0 4r'3ryCa w53 • J1 2- 5 0 7 960.0 `7 0 7%.1
cJ
S. rJ 510(l . ..~.i2 ■ .~JC7 2585 10200 1 -'761 J
90.0 5400 .50 . 4S 2655- 1 "°?BCIC) -8145
95. 5 7a:) 0. .49 .47 2743 11400 -8657
1 t;►C) n Cf 600G .48 .46 'A28 2 6 12000 -9174
':'N` I"1AXIr•11JM STORAGc IS 63"03. 55.=•48: CU. 1=T, --~1 NE PoN~ Ve~ME ~$~ERTt1
= (03'j Gu, FT,
I ri T t'1i Lt1(Tl e Gf Cof 1 Ceri tf'' c~ t1 D tl J. 55 f~ (l ! l teS.
The UnJeveI oaed f1 uw otit is 2 c .f .s. -1, Tw o--1yPE D RyWQ..LS
`"CN YEAR STQFtAi GflLC
rAT I QNFL FORMULA HYDRULOG`{
DAT` = 6:'28/94 DESIGNER = D.H.C. PASIN SW
NPViE = F`HEASAIVT F'AfzK
( LEaGR I F'T I 0N I Tc taltl~J' STFCET JF~Fi T itlAGc
~
SuPAF:EA I=. 4:36 fyCiiES SUBAf=iEA 1 hUP1OFF Ci..1. EFF I C:I CNT = .15
_ ~
2= s 15-1. A CrcE Z-3 SUBAREH 2 C'UNQFF GQEFF I CIENT = .9
T"71iL ARcA _ .641 AC ~CS COIiF'0ST TE FiU1VOFF CCEi F I C I E~lT = . 331 -57?5429
r
~ OVCr%LAIUD FLOW VALUES
~
Ct = .15
I •L = 10
N = .0.16
S = .0 1112
CHANNEL FLQW VALUES
L 360
Z 1 = 3
7.2 = ;
N 2 S
R - ~f
C, - . ~~t s8
TD = .37
C:Lr';M1= UTED VHLUES
DUR = 5.00
IiCl _ 3.1a
C-2I0 - .68
QA .68
~
1 . •
1
i
,
~
:STR r NG caL CUi_^ T I ONs
DATE = 6i28f94 DGSiGNER = D.H.C. LASIN SW
F'FiJJcGT N(aME = f='NrASAIWT F'ARK
7ESCF I P'1" T tJPJ = L I T~ AiUD STFEET DCA I NF+GE
t t Intensitv OdEw. 4':i1-i Vc~~~~ Strr age
(mino ) (sec. ) tin./hr-. > (c.f.s. ) (cu. ftb ) (cU. T't)(C Lc, ft, )
61. 0 ~C 71~: 3.18 .68 272 9c) 18-'
10. n bOQ a.24 .48 334 18o 154
15.0 900 1.77 .38 377 270 107
20.0 1200 1.45 .31 401 360 41
25. C) 1 1-5 0 0 1.21 .26 412 450 -38
30.0 1800 1.04 .22 420 540 -120
35. C~ 2 100 .91 .19 426 6=Cl -204
40.0 2- 4 0 0 .817 .17 'S.rb 720 -2G!'T
45• 0 2700, • 74 .16 "T C-) Q 1 Cf
~0. 0 300(--" .68 .14 442 900 -452
. C1 :7, Lo o- .64 .14 462 99t) -5 2.8
60.0 37600 .61 .13 480 108o -600
65. C) 3900 .60 . 1~ 506 1 170 -664
70.0 4200 .58 .12 530 1260 -730
, 75.0 4500 .56 .12 542 13-50 -808
BCf. O 4800 .53 .11 5 52 1440 -888
85.0 5100 .5.^c . 1 1 569 157.0 -1?01
! 90.0 5400 .50 .11 5134 1620 -1 036
I
95r 0 ,,,~,j70. 0 ■ 49 » it) 604 171 C) -1106
100.0 6000 .48 .10 62'2 1800 -1178
1'FiE M~X IMUM 5':'C'; ~GL I;3 11.3 i a 523 66 7 9 99 CU. FT Sw poND Vot-vtitE 8aE'P'r11
= 336 c,AO.
~K Thc ti me o-F concen trG~'ki on i s 5 minUtes.
7"i-le Un 1eve10perJ f1Qw ou 't i s .3 C. f. s. A'f Dit`t WELL
TEN YEAR STCIRM CALC
1 ~
f. F~Aij1I(1NAL FOri'I€:-.A H`fEl-i-(JL-iQGY
D,
DATE _6/261'94 'L7C51 .GNER =.D..,'Ko C,. B(aS,IiV SE
FR03EC.T 'NA'MF = I='i-iC~SAiVT FAFk:
DESCRI_FTI OtV =SITE AND, STREEI" L}RA IN'AGF, a
e-• r
~C ~ r~UEa~.,
1.-r,96 ~af~r, ~ES iI C~ n. ~'l. I",~UIWOFF v ~ JFFF'ICT~EMT = a1~
~ S.UFAf;EA, 31 14 ACRES ~ 5UBAREA, 2-' FcUIVOFF COCFFI CT ENT = . 9'
_ N
T~T~i= A~'C~ 1,. ~it~74 F;~5 q .GrDr~!!= OS-I T.~ f;~Jh!C1FF C~EFF z CIENT = :272444~1_6'48'2 ,
OVCRLAND FLOW VALIl,ES I'~,Ct - .15
' -
L = t0-
N~ Q 16~ S' - . '02 - i
CHANNEL FLQ~1 s V=i - "
~ 1..UEo'
'L = 5~C3 u
~
Z' 1 3,
Z2, _ 3 ' .Ni 025'
S - ~ rf0 7
T,t3 p a 8 . ~I
"C:Ol`^F'UTE1 'VALUI=S ;i -
, 'IJl-►F' G'O . I t.~? - ~ -..18
L~l-1 0 = I o;65 ~ .
~
~
I V II ' . D•
II
l •
~I
II
. Q
i'
~
X
91
~
:~:~i2WSTR:C HG C-.ALCULAT I ON5
6/2-^!94 DCS 'LuNER = D,H. va
Et'A ~IIsr
FFO.: E :T NAME = FMEASANT PARE:
~
i `?F` i I ON = 5 I T=' AND c-Tr'EET DRA:[ iVt ;GE
t t 7ntensi ty Pd =v . `Ji- n Vcai_t S t,-- r~g a
~iI'i:,n • I (sec• ) ~J.I'~• I I~f i ~ %1..■ S'M ) (L.uM -T t• ) (C_u• +tJ ) Q:u• +t• 3
5.0 ~ L0 C) 1a i .1, ~ 6 C-3 i1 9p~l a?=1
LO• ol 600 i. i4 1.16 817 1 O V 637
I •
~ 15.0 9t7tz 1.77 .92 922 270 65~
~ 20.0 1200 1.45 .75 981 360 621
i
25. 0 1500 1.^1 . 63 1007 407t:) 557
•O. n 18nC~ 1.04 .0 4 1~^8 ~~c~ 488
3514 2I00 „91 .43' 1041 630 4 r1
,
4C'. 0 2400 . 81-1 . 4 = Cl oE 7.^•_0 746
.
i n~. t~ 270r:) .74 '168
I G ~ o
'Jn0 ,6~ .,1r~96 R~ c~ . ~ ~ 900 196
55.0 330C) .64 .33 1131 990 14?
60. 0 ti 6 0 0 .61 .32 1 174 1(,-)go 94
I
I 65.0 i 94c) .60 .31 1237 1 170 67
70.0 4200 .58 . ~1297 12760 37
' 75.0 4500 • 5b • LQ 1:327 13JV ' '_23
e0. 0 4800 .53 .28 1 2"N 5 0' ' 1440 _90 .
85. G ~1~C~~ .~7 I:~s~.^ 15 -138
9ci. 0 5400 .50 . ~ = 147, ,fl 1620 - I 9~~
915. Ci 5700 .49 .25 1477 1710 -23
100. 0 6000 .48 . 15 212 1800 -272
;ji= MT,XIhli:M SiO,'=:ACE I"z 651. h_'?7 ?64d.1 ClJ, 1° i.~ SE PoND vouUtitE S8`1De"
_ FT.
~k The t7. fit3 G•F CGnCEilti clt:]t Oil 1s 5 rT-7. i'llltE°S,.
Te e Undavp1 oped -F 1 aw ~L'.t iS . C . T . S . --30- TYP'E `A~ a(Z~wFI.L
T_-N YFF,F 57ORM CALG
1
1
.
Triangular Channel Analysis & Design
Open Channel - Uniform flow
Worksheet Name: Pheasant Park
Comment: Ditch along west side of private road
Solve For Depth
Given Input Data:
Left Side Slope.. 3.00:1 (H:V)
Right Side Slope. 3.00:1 (H:V)
Manning's n...... 0.025
Channel Slope.... 0.0250 ft/ft
Discharge........ 2.70 cfs
Computed Results:
Depth............ 0.50 ft
Velocity......... 3.60 fps
Flow Area........ 0.75 sf
Flow Top Width... 3.00 ft
Wetted Perimeter. 3.16 ft
Critical Depth... 0.55 ft
Critical Slope... 0.0150 ft/ft
Froude ATumber.... 1.27 (flow is Supercritical)
Open Channel Flow Module, Version 3.21 (c) 1990
Haestad Methods, Inc. * 37 Brookside Rd * Waterbury, Ct 06708
Triangular Channel Analysis & Design
Open Channel - Uniform flow
Worksheet Name: Pheasant Park
Comment: Ditch along east side of private road
,
Solve For Depth
Given Input Data:
Left Side Slope.. 3.00:1 (H:V)
Right Side Slope. 3.00:1 (H:V)
Manning's n...... 0.025
Channel Slope.... 0.0250 ft/ft
Discharge........ 3.07 cfs
Computed Results:
Depth............ 0.52 ft
Velocity......... 3.72 fps .
Flow Area........ 0.83 sf
Flow Top Width... 3.15 ft
Wetted Perimeter. 3.32 ft
Critical Depth... 0.58 ft
Critical Slope... 0.0148 ft/ft
Froude Number.... 1.28 (flow is Supercritical)
Open Channel Flow Module, Version 3.21 (c) 1990
Haestad Methods, I.nc. * 37 Brookside Rd * Waterbury, Ct 06708
t_
Trianqular Channel Analysis & Design
Open Channe 1- Un i f orm f 1 ow
Worksheet Name: Pheasant Park
Comment: Ditch, N. side 8th Ave, west of private road
Solve For Depth
Given Input Data:
Left Side Slope.. 3.00:1 (H:V)
Right Side Slope. 3.00:1 (H:V)
Manning's n...... 0.025
Channel Slope.... 0.0080 ft/ft
Discharge........ 0.68 cfs
Computed Results:
Depth............ 0.37 ft
Velocity......... 1.66 fps
Flow Area........ 0.41 sf
Flow Top Width... 2.21 ft
Wetted Perimeter. 2.33 ft
Critical Depth... 0.32 ft
Critical Slope... 0.0181 ft/ft
Froude Number.... 0.68 (flow is Subcritical)
Open Channel Flow Module, Version 3.21 (c) 1990
Haestad Methods, Inc. * 37 Brookside Rd * Waterbury, Ct 06708
r.
Triangular Channel Analysis & Design
Open Channel - Uniform flow
Worksheet Name: Pheasant Park
Comment: Ditch, N. side 8th Ave, east of private road
Solve For Depth
Given Input Data:
Left Side Slope.. 3.00:1 (H:V)
Right Side Slope. 3.00:1 (H:V)
Manninq's n...... 0.025
Channel Slope.... 0.0070 ft/ft
Discharge........ 1.65 cfs
Computed Results:
Depth............ 0.53 ft
Velocity......... 1.98 fps
Flow Area........ 0.84 sf
Flow Top Width... 3.17 ft
Wetted Perimeter. 3.34 ft
Critical Depth... 0.45 ft
Critical Slope... 0.0161 ft/ft
Froude Number.... 0.68 (flow is Subcritical)
Open Channel Flow Module, Version 3.21 (c) 1990
Haestad Methods, Inc. * 37 Brookside Rd * Waterbury, Ct 06708
SPOKANE COUNTY, WASHINGTON - SHEET NUMBER 76 PFIEASAP1' r'11E'V.
~ R 44 E. I R. 45 E.
M ♦p ' I~,i - dlrr J4~---_ ~f 1._ _ . -f
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See tootuote et end of tnble.
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GRAFHiC SCALE (IN FEET)
0 20 40 80
SEPTEMFER 29, 1994 t 4 ~
1"=40'
LOT 1 BLOCK 1 ~ 6 . ~~n~ ta+e
~ zmpson Engineers, 1nc.
PHEASANT PARK 4 GV1L ENGINEERS & LAND SURVEYpRS
N.909 ARGONNE RaAO
SPOKANE. VIA 99212 PH 926-1327
+ T
, B~'I G~' L~~1'VE :)ItCh
Private Ro"P]d TraCt X„ 17000' /Q JG 162.170*
1 36.(:Q' NOO*01 '08"E rc~ +j . ~ ~ - Edge iof Pavement
y~~ +
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c~
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~
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GRAPHIC SCALE (lN FEET)
~ o 20 40 ao
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136.00' Faunde0 13ad
~ • , & a~rt sort, Cn i~ers, Inc.
S~d o~ 1 7 W CIHIL ~tNG~EEFiS & IAND SURvEYORS
N.908 ARuONNE ROAD
SPpKANE. wa 99212 PM 926-1322
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GIFFORD CONSULTANTS. INC. E- 2194 - 3 8
Geotechnical Engineers
2020 E. Springfield • Spokene, WA 99202 • Telephone (509) 534-3670 • Fax 534-2925
M
.
R& ~,,e ~
September 30, 1994 q~9~
Mr. Bud Morrison
22305 Euclid
Otis Orchards, Washington 99027
RESULTS OF SOIL SAMPLING AND SUHCONTR.ACT R-VALVE TESTING FOR THE
PHEASANT PARK ESTATES ROAD PROJECT, GREENACRES, WASHINGTON
This letter presents the results of soil sampling and subcontract
R-value testing for the Pheasant Park Estates Road Project in
Greenacres, Washington. The purpose of the work was to grovide
subgrade soil strength parameters for the proposed upgrade of eth
Avenue as part of the Pheasant Park Estates Development Project.
We understand that the Pheasant Pazk Estates Project will include
resurfacing 8th Avenue west of Barker Road. At thia location,
8th Avenue is a gravel topped dirt road. Proposed upgrading will
include placing 6 inches of compacted crushed rock topcourse and
2 inches of compacted asphalt concrete pavement on top of the
exisCing subgrade.
On September 15, 1994 we collected a representative bulk subgrade soil sample from the proposed upgrade area at the approximate location shown on Figure 1. The sample was collected from about ~
2.5 to 3.0 ft. below the existing road surface. The soil sample
was visually classified, in general accordance with the
proceduzes described in ASTM D 2488, as silty, gravelly, SAND
with occasional cobbles.
The sample was tested for R-value in general accordance with
WSDOT Method 611. Test results, which are presented in Table 1,
indicate an R-value of 65.
Allen B. Giilord, P.E.
P►esident
f.
~
Bud Morrison E-2194-38
September 30, 1994
Page 2
We appreciate the opportunity to be of service to you on this
project. If you have any questions concerning these results,
please contact me or Allen Gifford.
Sincerely,
GIFFORD CONSULTANTS, INC.
~
c~.. '
David S. Phelps, E.I.T.
Geotechnical Engineer
i
. ~
%
A1 en B. Giffo , P.E.
President
Encl: Figure 1
r Table 1
~
fi0ld RCp•,
B checked'UY " Q
Dr~wn Y _ _ . _ O
pf4w;n9 pate
_313 ~ F~ETy~ .
GRpPHIC SCAL 50 loo . ~ O
o
50 - 0 ,
~
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pine ~ - 1
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, ' -
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TAPER
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Asphalt-Technology- a' Asphalt;Emulsions o I!ofynter Aslipall"s, 0 Rheology
481M. FreyalSt., ~3 • rO:.-t3px:6304, 'Sp~~kane, WA.9.9207 .
i
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+~09)'489 F.ax (509),489-2401 ' . -
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~Pro j'e~ct., #-280 4 +
W
&ttn : Dav i.d S. Phelps
~
~ R,e P, h-e a s_qn t, P*a r k.It h & B a.r,k e'r
.Job #E. 21'94-38--. "
Tthe ~vantip,l e rece'i ved f or. tl-i-irs- ~p.r'bj.ect was. prepa,r:ed and t~e~s~te.d,
a'ccord'i',ng 1 to ,.SDOT1 61 1, R;-.v-a:l.ue ,of ~so~i-,,l s. No swe:l,l -was observ,ed .
The d~a,ta. below! Is re;, ported at 4:40 ,p.isi ex:ctdation pressure.
.
~
.Samole R-val~,ue
g:1 65 n .
~
~
. ~
~Res,p,ec:t.f u 1 l,y submi ttecl,
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S 7-A9!LOMETER R YAUIE O . ~
65 ~
• 013 20 30 40 50 60 70 AO 90
~
3.0 . c~
. , j
2.8
2.7 0.35' ACP t C.4:' ACB
2.6
2.4 19 Q.~S ACP + 0.3', • AC8
2.3 . , • ►
2.2 pa5' a~P v~
. 2.i .25• ACP ~ 0.35! AcP.- - a ACP
m
2.0 ACP • -
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0.20' A.P ~
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UO''~IFIcD SJRF1lCING DEPTa IF:E1)
t"rOrk SCZTCVJ t~*Of10 ~
^ ~5 ExaMPLEx ~
~ Gtyen at R vdus of 25 and o irotflo Index of 6.0. ~
cover fhJckness requtrenenix ccn be determined os fcRovac ~
T, ~ . = 5 •
„ an oaul.Wont qrtveldoDth of 1.65' (round io 1.7) ot polnt A.
aRPNsi- = rD
ACP = ZA modiflsd surfaclnp depth of b05 feet ot poiht 9 for o ooveroertii
af 0.35 foat ACP + 0.35 foot ACB.
A modi-f fad surfcclrq deprih af 1.4Ifoat (raund to t451 for
povoment of 0-35 foot ACP. q
0
0
ro
Canceled ENGINEER 'S REVIEW SHEET
Date Filcd
Date As $uilc Plans Received
Date Road Ptans Approved SHORT PLAT FILE # 5P-1104
New Road Stanclards 5-15-95 Mylar t1:
Companion File ~t•
IIearing Date: H Time: H Number: Related File
DESIGN Review Dace: DR Time: Building Uept
Review Date: 12/24/1996 R Time: R Numher: DESIGN REVIEW lt
Date Received: 12l10!1996 Review Type: Large Lot _ Bldg. Square Feer.
No. Lots: 3 Na. Acres: 1.15
Project Name: UR-3.5 SINGLE RE.S Itange-Township-Secuun: 45-25-19
Site Address: N 8TH/W BEIGE LN/W BARKER PARCEL(S): (first 20)
Applicant Name: BUD MORRIS Phone # 928-6427 55191.2201
Applicant Address: MORRIS CATTLE INC Phone 2#:
22315 EUCLID IDate Conditions Mailed:
OTIS ORCHARDS WA 99207 7__~I
Floocl Zone: No Water Source: 4 Sewer Source: 5 School Dist: 356 Fire Dist: 1 Phone Dist:
Billing Name: Owner: BUD MORRIS Engineer: MIKE PHILLIPS
Adclress: Owner Address: ~ORRI5 CATTLE INC Company: S1MPSON ENGINEERS INC
22315 EUCLID Adclress: 909 N ARGONNE RD
OTIS ORCHARDS WA 99207 SPOKANE WA 94212
Phcme: Owner Phone: 928-6427 Phone: (509) 926-1322
Signed Name: fiax:
Planning Contact Person: JOI(N TODD Phone 456-3675 / Building Contact Person: Phone 456-2205
Date Submitted Description Initials
c-, DAfZ PAY FEES RECEIUf:1) c~
' llA''l: PRIORITY FEES RECEIVED COPY TO ACCOUNTING 7'~ /,7 .
7 1 PINAL PLAT FEES COMPLETED AND COPY TO ACCOUNTING r
/ i NOTICE; TO PUBLIC / NOTICE TO PUBLIC # 1 3 4 6 COMPLETED - OR NEEDS TO BE SIGNED
,
In-Out 1!1 In-Out b2 In-Out q3
D6SIGN DEVUITION DATES IN-OUT
In-Out A4 ln-Out ff5 in-Out N6
i ' HUND QUANTITIES FOR DRAINAGE ITEM CALCULATED
DATE BOND RECEIVED BOND AMOUNT RECEIVED
Ur1"['E BOND RELEASE - DATE BOND REI)UCED BOND E3Al,ANCE
Hearing Date Approved Uenied CuntinueJ
Appealed BCC BCC Decision Approved BCC Decision Deiued
STAti1PED MYLARS TO PERMIT TECHNICIAN (SYL/SUZANNE)
~ I STAMPED 208 LOT PLANS TO ADMINSTRATIVE ASSISTANT (SANUY) cleft Ju
SiAlv%fula
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17-~f7 AO
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Plat Ch _ k Fee
Number ;of Lots
Road Miles (New) ~
TOIal ATea
~ MAP -
North.An,,ow q i--'
Sc
ale• Legend,
PcocP.dures -&--Equipmeat
Basis:of Bearings
• ~ ~
Plat LocationSy:'Title
' - - _ _ _
OMcial Signatum Blocks - _ - - _ - -
' , ~ ~ .
Siuveyors- Certificate- ~
Road' Naines:.
- ~ ~ _ _ _ -
Roacl".'Widths, "At;
• _ ~
- - -
,
Adjacent Area
~
L;ot,:& Block Numbers
R'!W Dedicatian designated
1 Foot Str-ips
3- RPS. on GL:O Comers ~
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Tract~~ X ' - - ~ ~ - ~
- - - -
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L-ot -Axeas 7 , - -
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Bench'Mark
Closure 9 M, p -
M.1e., w
%V `DEDICA'TION
,
Description (To,Mp) ~
Description_ (To'~ Cert)
' Owners ~ ~ .
Certificate- to -Plat
_
1 Foot StripsI
AM
~
RID, - CPR Statement .
Acces&'Prohibi'ted
~ R/W Dedication
~
Drainage :Language.
Drainage,Covenant
F1oOd= Il]sUraIICe ,
208-Bonds - $1.~;000:00 ea 208: PLANS -APPROVED
~
Private Road`Doc,,.A's r
Private-,Road-Waining A /F;
Road Plazis 1
- _ 1 - ~ -
Road'Bond Improvemenf C) e- E'.
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Road Bond Inspection_ _ ~ -
Signeci- By Engineer .41~~1
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DNISION OF ENGINE£RI.vG iVND ROADS ~ A DlVi51QN OF THE PUBL.C WORI:S DEPARTMENT
William A. Jahns. D'.E., County kngineer Dennis vi. ScAtt, P.E.. Direetor
February 4, 1998
Kevin 111`IclVtullcin, P.E.
Simpson Engineers
909 N. Argonne
Spokanea WA 99212
Re: Pond Revisions for Short Plats 1104-96 & 1105-96IDesign Deviation for Short Plat 1105-96
Dear Kevin, The deviation for Short Plat 1105-96 has been approved. A copy of the approved deviation is
enclosed.
In addition, the revisions to the ponds on Eighth Avenue for Short Plat 1104-96 and Short Plat
1105-96 have also been approved. Mylar prints of the drainage plans for these short plats do not
need to be submitted to the County.
Please call if you have any questions regardiag the Design Deviation or plan revision approvals.
Sincerely,
William A. Johns, P.E.
County Engineer
/ 0~~
Doug Busko, E.I.T.
Ptans Review Engineer
copy: Bud Morrison, Owner
File
1026 W. Braadway Ave. • Spokane, WA 99260-4170 •(50) 446-3600 FAX: (509) 324-3478 TDD° (509) 324-3166
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b~mpgon Engineevs, Inc.
~.Otl~tTY FtV's.,-~;zScR _
~-,~-~~r~ -1--- - 1C IVIL ENGINEERS" AND LAND ;SURVEYORS
N. 909 Argonne Ro9.d 9 Spokane, WA 99212
(5091926-1322 9 Fax: 926•1323
~ -
TO: ~$.'t11- _~'I ~irN~w► r+n C• SpLC a K e. C o u ht~ E ri ' s
+ - -
S;UBJECT: F,iw-- 11 a5-~96. aad llo
DATE:- 111,61 qi3 - -
,
-
IhCluded for~ ~9%0% orev4ew ur_e:. +4e f_oil,bwllq2,l..
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4"vr 'Dest'ah e4► A_~~'iOh ',or .s.T- 11-0s- YC
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oL -S o - jea r _o ffsije .av-e,o'.
or rn-- Qv,eh+ ro ~}t i S i h
area I a~.d o►~ revised- ~-k~o~~~ c~~ff i~ci~ev►i'.
c~rioLiVtealc.•w.la-f''-ov%,s -far,
5ivk5 a hevised rv►hc,4 CQe-Cf +~ciehi• , _
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r t-v~ s e.d d r-06 hm e= 0_C%A__for~
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S.p.aka-ne, Count}~ Engine.eri~ng Depa~r~ment,
Pre Desig'n Meefiing
Proj ec,t.:. ~ ~ I;/ .S~ 'f cData:
~
Desiqn ;,,.nqiaeer: _ ~eul:,:
D'e9i'~~ Fitm.:. ' u
Pio j,ect sponsor :'~~C~
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Vleeting;Attendants: Spokane County; '
~ Sponsoc; ~
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of I-Lots Acres
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'Condit-~~ions of Approva_l: ~
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DIt7IsI0,x OF ENGfNEERING AND ROACS ~ A DYEaIsiM OFTHE Pb:BLIC Wof2Ks DEPALtTd1E`T
tVilliam A. Johns, f'.E., County Engineer Dennis.M. Seott, P.E.. Duector
May 15 , 1997
Kevin McMulkin, P.E.
Simpson Engineering
909 North Argonne Road
Spoleane, WA 99212
Bud Morrison
22305 East Euclid
Otis OrChards, WA 99027
S U B1ECT: SP1104 - Lot 1, Pheasant Park
Submitta! Not Accepted at This Time
Gentlemen:
Based on the dat,e of preliminary approval for this project, this project is governed by the design
parameters and appl ication process outl ined in the edition of the Spokane Counry Standards for
Road wrd Sevver Con.structian effective 15 May 1995.
We are returning this submittal unreviewed. We note that Lhe following items have not yet been
a..xompiished:
The Fee Agreement, sibved by the Project Spoasor, tas not yet teeu provided
The Fre Agneemeni is reyuired, as Plan Review services are not supported by either the General Fund ur the Road Fund.
~ 'I`he Pre-Design conference between the Sponsor's Design Engineer aaci the County Eagineer's a~cait
represea[aave h~as nnt yet been conducted
.4mong ather things, the application and ceview process in this edition of the Standards requires that a pre-desiqn
c:nnference between the Sponsor's Desigp Eqgineer anci the Cuunty Engineer's staff representarive be cnncfucced co rnsun:
cbat [br Cunditions of Approval are understood, aad tbac chere is concurnence as to the drainage eoacept and the design
parameters far the draioage eoneept. Thi,s is intended to minimize cirascic ehanges in raad layau[s and drdinage enncepcs
during the plan review phase of the projecc.
X" Tbe Pre-Submittal Checklist was not inctuded with this submittal.
Tle Sponsor's Design Engineer certifies thn each submittal coUtains ac least all the basic informadon necCSSary co
decermine whether or not the pians meet the appticable standards. Tbis is intended to reduce the munnber ot revic:ws
canctuc.•t~d an a project, by east►rung a complece set of plans and catculatinus are submitted.
1026 W. Broadway Ave. • Spol;une, WA 99260-0170 0 (509) 456-3500 F.A.X: (509) 324-3478 TDD: (509) 324-3166)
~
Kevin.l.VlcMulkin, ,P.E.
Bud Morrison '
- ,
SP1 104.-I.nt 1, Pheasant Park
Submittal Not_Accepted~ at--This 'I'ime
May 15, 1997 '
I
Page 2 o,t 2 ,
~
Please confact.Dean Frani; P.E, at,-456=3600!to. schedule a Pre-Design Conference, so thatthe
appl'cacion:an&review pcocess--maycontinue, or.to discuss anyquestions you-may, liave about,the^
pcocess. Tfianlc you. i
Very, fruly yours, '
'I
~
William A. Joh-as, P. E. Spokane County-,Engineer '
Edward J.~, . Jr. , P. E. i
Plan~ Review. Engineer '
. y
encls:-'Plans, f&'se4 ~Calculacions. (1 copy)
.
cc: ;ptaject file ii
,reviewer i
I
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~
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-
tOimpson Engineem, Inca ~ ~CtVIL;ENGINEERSAND LAND SURVEYORS
N. 909 Argonne'Road o Spokane, WA 99212 ~ MAY 1 5'1997
(509) 926-1322 ~ ftuc: 926-1323 ~
~ SP,pKArsE CoUNTV EaGfNEER.
TO: _ :
'S,'11I N~e~►,,w►►+~~.~ . ~-E_ S~o~~t.h-~ 'Co~~~v ~Kca~~v►eerr
SU6JECT: 5_60v. ttI at l10 l-16
DATE: 5 l
Shc~kd¢~ ~o~ 2 it ~ ew ~r. e
. '
?I.aM for. S,%i ort ~lq-t iI o4-- 9G_.3- aa.cl ohe. cq#y cf +e
T i%i,;r Pr~V%v-atv,e.s 4'kt aivLs=1H of ~o~ _I o-~
C -'or
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S P 4 K A N E ~ C C3 iLj N' '7' Y
. ~ .
DEFARThiENT OF BG*Il.BItiG AND PLANNING • A DNfSTON OF TtiE PUBLIC WORKS DEQ'ARTMEti?
JA`4E5 L. MANSON, C.B.O., DIRECTOR DENNiS M. SCOIT, P.E., DIRECTOR
RECqVEp
~f~ f~
~
NIENIOR~-1NDiJ1~1 vq~
G4 Eveerilc
TO: Spokane CountV Division ot Enainzering - Tra,isportation Engineering
Spokane Countv Division of Engineering - Development Serrrices
Spokane County Division of tltilities, Jim Red
Spokane Regional Health Distriet, Steve Holderby
FROi41: Steve Davenport, Planner II
DATE: March 3, 1997
SUBJECT: Proposed Final Short Plat No. SP-1104-96
•.kttached is a copy of the proposed inal shori plat foi• file SP-1104-96. !'lease ec:view this
proposal and return your written cumments by March 15, 1997. If y ou have anv
qt,estions regarding this file you may contact me at 456-3675.
Enclnsures
Copy without encDosures to:
Morrison Cattle. Inc., c/o Bud Morrison
Duane Helc, Plat Administrator, Simpson Engineers
1026 WE5T BROaDwAY AvLNtJE • SPOKANE, WASMI.vGTON 99260
HL'ttauNc PHOIvT_: (509) 456-3675 • FAx: (509) 4a6-4703
Pt.Atv:vnvG PHonrE: (509) 456-2205 • FAX: (509) 456-2243
TDD: (509) 324-.31 66
• ~ .
TRANSNATION TITLE INSL:TRANCE COMPANY RECEIVED
NOR~? 7 2 O ARGOrtiJE
SPOK-ME-, WASHING'xON 99212 ~iri~yAAtiR Ui rj~;/
Prepared f or :
CM* biwale
BOD MORRISON Order No.: J14207013
22305 E. EUCLID
OTIS ORCHARDS, WA 99027
cc : Si.mpson Engineers RECEIVED
SECOND REPORT SQOKANE COUNTY
P L A T C E R T I F I C A T E rv w..~ rDated February 6, 1997 at 8:00 a.m.
Czrtificate for filing Plat of : n'WIS1GNOr BUII.DlNGANp pU1fdNING
. ,
SP 1104-96
In the matter of the subdivis=on to be submitted to Spokane County for
approval, this company has examined the records of Spokane County Auditor's
and Clerk's offices, and the records of the Clerk of the United States
District Court holding terms in said county. This certificate is made for
the purpose herein specif ied, and is not to be used as a basis for closing
anv transactian. Liability is limited to the amount, if any, paid for this
certificate. rrom such examination, the company hereby certifies the title
to the following described land, in said Spokane County, to-wit:
Lot 1 of PHEASANT PARIC as per plat thereof rzcorded in Volume 22 oi
Plats, Page 94;
TOGETHER WITH an easement zor access over private road Tract "X" known
as Beige Lane;
Situate in the County of Spokane, State of Washinaton.
VESTED 'LN:
MORRISON CATTLE, INC., a Washington Corporation
EXCEPf7ON.S :
1. Taxzs and assessments, if any, no search having been made thereof, as to
Parcel No. 55191.2201.
Parcel numbers are provided from the latest Assessor' s Maps available to
the companv. Said parcel numbers are not a matter of the public record
therefor, the company makes no assurance as ta validity or accuracy
relating tlnereto.
2. Liability to future assessments by Consolidated Irrigation District Ivc.
19.
Page 1 of 3
Order No. JM207013
3. ALL COVENANTS, CONDITIONS, RESTRICTIONS, RESERVATIONS, EASENZENTS OR
OTHER SERVITUDES, IF ANY, DISCLOSED BY THE RECORDED DOCUMENTS OF THE
PLAT OF PHEASANT PARR, IN VOLUME 22 OF PLATS, PAGE 94.
RIGHTS OR BENEFITS, IF ANY, WHICH MAY BE DISCLOSED BY THE RECORDED
DOCUMENT(S) A30VE AFFECTING LAND OUTSIDE '1'HE BOUNDARY DESCRIBED IN
SCHEDULE A.
4. Declaration of Covenant, imposed by instrument rzcorded on November 17,
1994, under Recording No. 9411170036.,4
7
5. Declaration of Protective Covenants and Restrictions for Pheasant Park,
impvsed by instrument recorded on May 18, 1995, under Recording No.
9505180002.
6. Reservations contained in Deed, recorded under Recording No. 24749B, as
f ol lows :
Reserves all existing rights of way and easements over and across
said premises and also the right at any time to go upon any part
thereoi for the purpose of constructing, operating and maintaining
canal, ditches, fumes or pipe lines which shall by the board of
Directars of said District be deemed necessary in the operation of
its irrigation system. Affects: All of subdivision.
7. NOTICE TO THE PIIBLIC AND THE TERMS AND CONDITIONS THEREOF:
GIVEN BY: Morrison Cattle, Incorporated
REGARDING: Agreement to join and participate in the
formation of an improvement district or
road improvement project sanctioned by
County of Spokane, and not to oppose or
protest assessments therzfor
RECORDED: November 15, 1994
RECORDING NO.: 9411150377
8. SEWER CONNSCTION AGREEMENT BETWEEN SPOKANE COUNTY, HEPTONS AND DAHM
DEVELOPMENT, INC., WITH LATECOMER PROVISIONS AN'D THE TERMS AND
CONDITIONS THEREOF:
RECORDED: August 3, 1995
RECORDING NO.: 9508030115
REGARDING: Operation, maintenance, construction of a
public sewerage facilities and
reimbursement of costs
Page 2 of 3
Order No. JM207013
9. EASEMENT AND THE TERMS AND CONDITIONS THEREOF:
GR.P,NTEE : The United States of America, its
successors and assigns
PURPQSE: Construct, reconstruct and maintain an
irrigation turnout
AREA A-FFECTED : Lot 1
RECORDED: June 10, 1966
RECORDING NO.: 208340C
END OF EBCEPTIONS
TRANSNATION TITLE INSUR.ANCE COMPANY
B Y
For gervice on this order call:
(509) 922-2222 (FAX) 926-1519
Judie Mitchell, Title Officer
sc
Page 3 of 3
' DEDICATION OF PLAT - F SANT PARK °
. . .
Sdr yard and nat-y'arr s'ie io36 90 e de'tcimiieed at Uie ne Q@nq permr5 aie i-iqtidm We;'s l~te;; xW=-6 are speciikaiy dratted 'an Ihb tu-,ol. pla& 1Re 5etboeio
. lndi+coW on (hb plct may be vcried tmm if proper toninq vpprovob Qre ebtclned.
" lots 4 ond s an foocled cn a lerriporvp lum-atvund. ihn lersporary hvn-around moy be e:tended ta proride ocrem (o cdjocer►t pmpa►ty and /or corsnec4 Eo mc6ifnp rooda
co dWop~d wd /ar c'vcu9alion rteeds dxtaie. '
• Tt►e pW8e vlar sptem, punuarrt' to lhe Wcter Pbon aparoved by caunlp artd atate hed@t auihoRlia. Lhe loca! I'ue protection dslrist. county 6uiid'm9 dc Salety Deparlment
'wW vdw prioyor, shoU be fnstaibd wahin IJtb subdivision, attd llte ctgpfrcQnl 3hail qovide for tndlviduai domdtbe xatnr gervice m weU oa M prolection to eatfh fot
ptiar bo aie d wch !ot nnd prior to hwumxe or a buVtnq pamA ror eah tol.
lfm Tmc! 'JC piWe toad canlclned nlhm Ihb pbl b jQt lhe sole u." ol the parcel+ vi%ln Ihs plat tA such Ume as Ihe roadxar 6 lmpraved and wicbG.+hed m o pul,ic
tood. Md is sub* to a troct 'X ogfl"w11lf1t (eOOt'dOd(j„1 f% /HM- unds Aucitors Oowmsnt No. ge.l 119fl,'l.,~ rrhtcfi br telerence b atade a pa►t hereo(.
'y11RN1NG: Spokons Count3r hos no teVonaibiQty to buad. knpmve. mninfain or otherwlse mvive the private rood eontcfned vkh!n ot ptvvidinq serotce lo the pmPertll
dewnbW in thb plat Br xcepllng thb ptat or sttbaequenUY bY Qitavneq a buddlrtq pumX to be lnued on prvpertp on a private rvod. Spokar►e Catmlp dssumes ao
obQqadon ta soid prWe rcad. and ihe csnm hereby adm►►bdqe Fhv! ihe Countp hm no obliqalion cf any Idnd or natun .hohower to extab". excmine, survep.
• omdric.t dtr. repot. improve. madrctain or provide drainaqe or mow nmorci on o prWe road. % requiremant b and 3ho0 rw xM ihe tcad and 3fid ba b'mffcnq uPa+
UM owrnr(s). lheir hein, wccw"ra or cwigro. includ'utg the obIIqailnn to partkipate in the mcinlenance ol Ihe private road aY provided hetrin.
' yhw prirabs rood m Ao*n hmeon a mn ewement xlixfi ptvvides a meana ot isqrests ond eqrm for lhwe fol+ williin the nWNWcn havirl frnntoga herean. The privcie
rood's a+d droinop ensertxnb ats nbjeet to lhe xQQVte dadQalion af coraw,t m reoorded taider l4udlan Doaanen! Na q41 l 1312933.0 XAklt br rderinoe is
rno~& a put hanot. • ' .
• 1Ths o.ner(s) or successor(a) In interest to oAot¢e Ihe Ccunh to plaw Uiar name{s) on a pelNon for Ihe formafion ot a tttD by peti{bon melhod punumt to RC'X
36.94. •hich pelrllon induda Ihe oYner(~ ' proporty: and furiher nat to cbjec, by fhe siqnfn9 af o prvlesl peWion agcirvt the farmalioo af o UIlD by tesoluilon mathod
pwvuant lo RCI Chapkar 36.94 whlch inc{uda lhe oena(s)' proprrty. PROYlDED, thb condUon stwD not prvhibit the owne(3) or nocces1ot(sj hvm ebJettirtg to anr
WWWierrt(s) en the pmperly ai a rauR of Improvernenb called for in conjwrdton nlh the fartncWn ot o UL1D by c'rlher petWen or tesolulion method wdcr ftCW 3654.
Eoch nw d..&q wa iho;l be doubfe-ptumbed fot connection to lutwe arvmrie coDedion rpternm .
Subjec# ta V.csf'~c agpC"n approwl a,d tmuance of permb by the Hedfh Olfcev. Ihe eoe of (an) on-ite n.oqe sntan(:) mq be aufftoraed.
Vse af prfvali willa and xoter syrete= i9 prohibitad. ~
:
e vti
Utt7tty easwrtwb slwvn on U» herttn descrbed plct am hrebr dedicvttd to the ietvinq utik comperttes for the consbusUan, reoenstrvction, mcintenance and opervtien
01 ufflde:. Toqel~w rAh the dght lo iepeet said uUfiies cnd to lrim end/ar rertwve 5nah cnd bea M mep Iriterfen rkh the eombuctlon, mau►tamca end operatlon et
30ne.
Ouptaxas am not pKmitted on the site. .
lol 10 Blodc 1. mshovn Mmn. as aedicaled to Spofcone Couniy to be de4d for tvod purposes Terever aE such Ume as adjacent puMty is platied ond lha Troct 'X' rocd_
is estabfnW ca a pubiic toad.
Ordnoqe eoMmenb, es platted and ahown hereon. xhich me fer the pvrpose of instaifm9► °Perv6rt9 and matrttafning drninage 'vala and dtaincge fadGtim os condlioin
od pbt aQQmval, are haredp qmntad Eo the public. ' .1
Spokorw Cowtl► and lb authwaed oganb ere heRby grau~t«! Ihe rlqht of inqtea~ and egres~ to, a~r, and Irom said eexcnanb for IM purpme af b~specfratt ~d uri ~ayerx.7►
grau
mah w++ana of rcter qvaGty lttatmenl 3rraie3 ('208 sarate.s*) Qnd othcf dccinage (azc'Gtlcs. d not Qroperly mamlained by the pmperly omer. Spoltano Cowty doea not
_ocoep! ttw respornib'Gty !s inspoct vr rnaintain (he draiRCge ewer+wb a' drnincge sre;es. rtor doee fha Cowty occnst o:ry fwbr'ily far faitttra by Ihe lOt orna{s) lo properfp
ma3rtiain muxb mbm. .
The pmprty ovrwi rithin thb Plct shdl be hetd raporubte for keepmg opEn artd maintoininq Iha 3urfcce path at nalural or mmr-mode dreina9e Raw over and ocross
their re*pocUin proPe+tle&
Th• Ptaprt ornKa whn thfs Plat iha0 mainlmn c!I xotor quafrRy trWment sxalea ('208 swda ) md dradn«1e dlrha efirated an their redpectlre pmperUas, ond mr
potgon da 208 twde sfiwied En the pubtk riqM-of-uay od'cmt lo U►Mr respecUre'P+apertles• wfi a pamanent ground cover as Vedfiad on the wmt opRmved p:oro
on FN at 8w CowFy Enqineer'3 OiRce. Me praperty o.nvm mQy InslaD approved shrubWy and/ot tred vhicfi do not obattuct the tlar Qrd pcrcolat5cn ot 34erm drainaqe
wQter 4t lfiw 248 r+•ale and drainags dttcfiat, a9 indicated by the airr+ent vpproved pians on fite wb the Counly Enqmeees Offlce.
N proprtr o■ner or h13 tepmentaiive shal( iniorm eoch eucceed'mg pwtfiatar of aEi drm'naqe casementt cn the propaty and his resparobiGtjl for mainEoininq eurfoce
dra~ Doft ond sralee Yithin said ememmls.
Spoluom Cowty does nat aaspf the ►esporrmbiGty o1 mcintaininq the drainage cvune on privote IoV wihIn drainoqe emmnenV or Ibodpldn wow. not (he ►espotubTrty
lor arry domoqe wtoboerer. irrdud'rnq, but nfli funiled to. inverae condemrwtion lo arry PmDerila due to detKient carairvcUon and or mxnierscnee of dreineqe courvea b,
drainop aawnqnV an prirofe propatq.
H ft prop.rlq ovner Imb ta maintoin the sutfoce peth of naturQl or man-made droinege fbw, at (h+ drvinaqe n►ate, o ralke al suth (ct~vre rtiy► be given la the propefty
eww. H no1 aorrected YRhin !he pariod irnicaled on iaid rtoike. Spokane Cow4 has the dgM to eomec! the mainter►ance taRure, or have 4 correctedL ai !he ogenae of
the proQrty owner.
M1► W+ldrq lfiat 6 conaEnxted on a(at fn lhss Plat shau be aot at sucfi an devcHon go m Go piavide poiiUve drninoqe cYay trom mrry dminoqe ertttp Peirtt to (he budcfrng
(hdtWnq but not Gmiied to a Rindo• xall, o xindas unproteried by a rndaw ee(I, or a doeney). Saic! paeil'nre ctr6a9e ihai( corts►st o1 a minirmm stope ot 3% a+M
frvm lf+• Wk*q tor adstance g/ vt 6wt 10 feet from the bwldinq. The Iab 3W be 7aded so W eRvx o) d ncnoft b rou{ed a.q ftwn ths btUnq, and camwed aver
the bt tO o naturd drainege sxolo ar apptvved dminaqe toaRy, or b) dmina9e hiierrepted on the tat b duposed oI on th+ bt irt cn cpproved drvinQ4e tactrdy. The
%p'o'y*d dr*,o, 1,04 ehaU be canstrucied En occordance Tb the qproved pbni at Me et the Cauntp fnqineeei OJfioe. Arry re+bien3 lo the c+pproved dratnaqe plans
mmot be qpaod hy Ihe Caw►ty Engivea's Qifice prior !o comtruction at mid rrvnioro.
' No dlnd accm rifl be nl6wed itom Lot 9 lo Belqe lane.
r ' 1' , i 1. ,
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5 NIIEN RECOHDED RETiDRH T0: YQ~. 17 2 8 PhGE 14G J flrS~A'fPi~lii
w
YO1.17 28 racE 14G C Stomper, Shetmeng 9tockar 6 Smlth, P.S. 9505180002 FILE '
.
Archittcturnl Conlrol Committee. The type and style o[roof materials must by approved by Attorneye at 4av RECUi' uese 120 enaoc, sce. 200
p~CLAMTIQN the Architectwal Convol Committee. SpAkan.. uA 99201 ~F ~'sb
(TSS)
2) BUILDINC LOCATION PRQTEG`I'IVE COVENANTS AND RES'1'It1CfIQNS
FOR
Except u may be stated lo (he contrary in the Dedication of Plat, location of struclurc PtiEASANT PARK
-dhell camply wilh smndards established by the Counry of Spokene, Spokane, Washington
or all swcture set beck rcquirements. Know ali men by these presents, the undersigned are Ihe Title Owners/Devclopcrs of
the following described property:
J) ARCIIITECTURAL COMM1iITTE$ Lots I through 9 of Pheasant Perlc, accarding to plat recorded in Volume 22 0[
No sbvature slult be erccted in this eddiflon until Iwo (2) sets of plans and Plats, page 94, in Spokene Counry, Weshington
SpeciGcetions for seid sbuctura have bern submitted to and epproved by an Architectural
Conorol Committee which shall inidelly comists oFthe [ollowing; hereinnltcr refemd to as "Pheasant Park" or es the "I'roperty".
Drian A. Momsan end Millar A. Momson, H. RECITAIS
' Thnl the undrrsibmed are Title OwnerslDevclopers of said property presently being
The nbove named committee memhers mny designate replacement members in developed into nsidential lots end heteby declare and impose the fallo~ving condilians,
wridng if desind. Should the Committre feil to rcjeet any submitted plans end reservntions, easemenls and restrictive covenonts as to ~l►e development of said Property and
specifications within thiny (30) days of receipt thereof, the plene end specifications shall be the uses to which it may be put, said declaearion canstituting eovenants which shall apply to
deemed approved e~ submilted. Once all lats hnve been sold to home buye~s, the Committeo ~d n~n with all of the Innd in Inw as well as in equiry with (he right to enforce them and to
shall be elected by mejocity vole of all lat owne~s, one vote per lot, be binding upon aU persons now or hereaAer owing or claiming or hoving an interest in said
4) EASEMENTS Properry and beins for the benefit af, and as limitations upan, all prcsent and fuhue owners
of said Praperty, this declaratian an rcshictions being for the purnose af kceping said
(A) UTIL[T1ES AND DitA1NAGE Property dtsirable, uniform and suiiable for Uie uses and purposes indicated herein.
Easements for instellolion and meinlenance of utilides and dreinage facililies are bECLAttA7'ION
nserveJ ns shawn on the rccordeJ plet nnd deuribed in the Dedicmion of the plm. Willi 1'lie Owoers hereby mnke the following Jeclarntion es to limitations, nstrictions, nnd
tlirse rusemems no innlerinls slinll be plnceJ or pertniueJ to rcmein which mny Jamnge or
, uses to wliicti die lots con9titutin6 saiJ adJitiom mny (u put, ond Ilie nndersibneJ fiereby
interfere with thc installation and maintenance af utilities or the drainage facilihes required specify that said declarations shell constitute covenants to nin with nll the land as proviJcd
by Spokane Counry andlor installed lry the Develaper. The eastment areas of the affected by Inw, diot thry shall be binding upen all parties and persons claiming undcr tlum anJ for
lots and t+ll improvements in lhem shall be meintained continuously by du Qwner of Ihe lot. tlie benefit of and limitations upon all future owners of said addition, Thit I?eclaratiou of
exccpt for tlinse improvements for which e public nuthority ar utility company is Protectivc Covenants is desigiied fAr the purpose of keeping saiJ subdivisian dtsirnble,
respansible. unifocm and suilable in archi(ecmral desip and use as speciCed herein.
(B) PRIYATE RQAD MAINIENANCE AGREEMENT 1) LAND USE AND BU[LDlNC TYFC
, M cascmrnt tor the private road knawn as Beige Lane, within the subdivisian (as No lat shall be used eaccept far tesidential pu►poses. No building 9ha11 be erccted,
shown on Lhe rccArded plat andlor as described below) is Rserved for the use, benefit end n~temd, pleced, or permined to temein an aay lot othcr than one deteched single fnmily
enjoyment of all lots deCned above in the subdivision, excCpt tar the Owner of Lot 9. All dwelling tivitli a minimum of a two (2) car attached garoge, and associated garnges, hobby
• Owners of such remaining lots shall be responsible for their pro tata share, based on the 9hap and olher structures, 'Ihe exterior of all structures sliall be of colors acceptable to the
• ' -2- l/
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YO1.1728PbGE14G8 YO1.1728racE14{;7
accupied until completed. All home9 to be constructed with e minimum of etteched two (2) number of lols sold by Ihe Title OvmedDeveloper, of the installation, maintenance, up keep
car gocuge and lnp siding on [ront of rcsidence. and repair of the improvtments to be made.
(D) BUIGDiNC S(ZE Owners, by m majoriry vote, sholl elect one lo threc persons at Ihe start of each year lo
establish a budget for Ihe snow temoval, maintennnce, street cleoning and othet road
No dwelling Iiaving a tloor space of less than 1008 square feet on Ilte main Iloor for a expenses for Ihat year, and.said person(s) 9hall notiFy each Owners of Ilieir Iot's pro rata
"Ranch" stylc home or "Split tevel° style home or 1,000 square feet on the mein Ooor or s sharc which shall be cellected on o monlhly basis and shall be due I/11th of Ihc total on thc
two story building, plus double ettached garage, shtll bt permitted on any tract comprising first of each month, provided however, since some expenses are sensonal, the clccted
Ilic subject Propetty. represtntalives moy adjust the nmounb rcquind per month or meke one•timc speciel
instnllments sufficient to insure edtqunte tevenues ta pay anticipaled expenses. Failure of
(C) ACCESSORY STRUC"T[lRES any Owners to pay any manthly or special insiallment within thirty (30) days of Ihe rlue date
shall automatically constitute e lien on Uiot Ownees lot. Lien shnll be enforceable by Civil
All accessory snucturcs on eny Lot shall be claigned to be built, including painting, ection and foreclosable as n mortgegt, with eU costs, attorney fees end title search fees to
with materiels and colors compatible with the exttrior of the (ot's primary cesidence and be odded to the lien amount. If actual enpenses exceed buJgeted expenses, a pro rata share
approved by the Architecturol Review Cammittee. The Acchilecturel Review Comminee of such ezcess shall be due rmm esch Ovmer upon Uiirty (30) days written notice, and if
shall olso review or esteblish policies rogerding Ihe installalion of "CB" or other unpaid, shall likewise constiNte a lien es described above.
communicnrion anlennas, windmills, soler panels, and ovur nccessory or externol fealures
of a Lot which cause a noliceable chnnge to die exterior or the homo sites. S) JWISANGES
9) I.ANDSCAPINC AND FENCING , No noxiaus ar offensive acdviry shall be carried out upon any lot, nor sholl anything
Ue done thenon which may be or mny become an annoyence to the neighborhood.
Fences sholl be well constructed of new suitable fencing mAterial and shall be
aesthetically pleasing and shall nol dtaecl from tlie appearance of the dwelling house 6) TEA'[POIZARY STRUCTURES
localed upon the ndjacent Lots or building sites or be aFfensive lo the owners Ar accupants
thertof. Frncing wil) confonn to the typc of fencing cusromarily found in lht area, i.e., Na siNCture of e Iemporary character, trailer, basement, tent, shack, garoge, barn or
grope stake, n,stic cedar, redwood, hewn stone, cyclone, Austrelian type, smooth elechic or ollier building shall be used on any lot nt oiry time as a residence eitlicr lempornrily or
braided wire. My other type of fencing nnd especially single shmnd or bsubed wire shall pecmanently.
nat be pennined except wilh the express writlen consent of the ownas of the edjacent Trnct.
Lots, if not fully Inndscaped, !o be kept mowed for fire prevenlion nnJ be kept frce of 7) S1CNS
noxiaus weeds.
No sign of any kind shall ba displayed to lhe public view on nny lot extept nne
10) ANIh1ALS pwfessional sign of not more Ihnn one (I) square foot, one sign of not morc tlian (S) square
feet advertising the properry fot sale or nnt, or signs used by Ihe Developers or a builder to
Animals, and the keeping of enimals shall conform Io the guideline9 set forth by ndvertise du propedy during the dcvelopment, construction and soles period.
SpAknne County wilhin the definidon of UR 3.5 Zaning,
BUIGDING REQUIRFMENTS
11) GARBAGE AND REFUSE DISPOSAL
(A) APPEAItANGF
No lot shall be used or mnintoined es a dumping ground for Nbbish. Trash, garbage
or other wnsle shell not bc kept exupt in sanitary containers. All incineralors or other All buildings shell bo completed as to exterior appearance (including Gnish painled)
• equipmenl for the stange or disposel ai sueh mnlerials shall be kept in e clean and sanilary with nine (9) months of commencement o[ construction wless pnvemed from doins so
condifion, set bnck a minimum of thiriy (30) feet from the front property line of any loL beyond the conuol of the Ownedbuilder. My property under conswction shall not be
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STATE OF WASHII+1()TON ~ 7 2 8 PacE 14 7 U 12) 1VATER SUPALY VO1.17 2 8 PacE 14 C`.l
) ss, VOl.1 ,
Counry oiSpakane ) No individual water supply system shall bc permitted on any lot unlesa such a system
is Jesigned,lacated ond conswcted in accordance with the rcquirements, standnrds and
On this ~b'~" day of Mey,1993, before me the undersigned, a Notary Public in and recommendadons of the Spokane County llealth DepartmenL Appraval of such system ns
for the Stole of Woshingtan, duly commissioaed and sworn, penonolly appeared to me installed shnll be obleined Gam such aulhority. Atl lots may be required lo utilize public
MILLAR A. MORRISON, (I, lo me known lo be the Prcsident of MORRISON CAT[LE, water fram Vie local applicable purvcyar theroof.
INC,, the corparation that executed the farcgoing instrwnent, and acknowledged the said
instrument lo be the free end voluntary ect and deed of sAid carporation, for the u9es and 13) ATQRAGE OF VEHICLES AND EqU1pAiEN'C
purposes theroin mentioned, and on oalh stated Ihet he was euthoriud ta execute the said
inswment and thet the seol eftixed is the corporate seal of said corpomaon. The stornge of boat9, motorcycles, campers, trailers, motor homes of nny other fonn
of seasonal recreation equipment, andlor vehicles not used daily es a pnncipal means of
, WRNCSS my hand end afficiel seel heroto afCaed the day end year first above trnnsportnpon shall be in an enelosed 6uilding or enclosed wiihin a fence thet obscures their
writtere, view from the rood. Open storoge o! inoperenve vehicles or equipment is prohibitcd. No
°
% mejor repair of acry vehicle or equipment shall be done except in an enclosed building,
; I / _ - • ,
Nolafy Pubtic in nnd for the Stnte 14) 5ET DACK REQUIREMENTS
oi Washingtan, residing at
. M Conunission Ex ires: ~ .30 s-° Y p All autbuildings to be set back a minimum of 30 feet.from the rear line of the
tesidence.
15) ACCEPTANCE QF REALAT
It is undecstood by all pawes thet the undersigncd Title OwnedDcvcloper imends to
«plat Lot 1and Lat 9 to create smaller lots, end providing Ihal covenants do not chnnge for
ltome stAndards, the Owners will not object,
IG) GENERAL PROVISIONS
(A) T'(:RM
Thcsc Covenents ere lo run with the land and shall be binJing on all partics anJ all
persons elniming under lhem far a period af thirty (30) yeors Gom the dale therc Covenants
are recorded, aRer which time said Covenants mey be chnnged if signed by s majoriry of the
then Owner9 of the lots and rocorded sgreeing to chnnge these Covenants in whole or in
part. Provided, however, during the first two (2) years aRer recording hercof, these
Covennnts mny be altered, amended or Rplaced by ihe Architectura) Comminee and
theRaRer for the next twenly five (ZS) years, Ownecs o[ two-lhirds (2!3) of Uu lols mey
alter, amend ar replace thesc Covenants,
TS.V~A(k11A1)
' CWtnleN'Cetiepht dedmd
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,
i
(II) ENFORCEMENT Yot.1728 FacE1 4 711
,
' Enforcement shall bc by proceedings at Inw or in equiry against any person or
peraons violnring or attempting lo violate eny Covenent either to roswin violation or to
recover damage, by the Architectural Committee or any lot Owncr. Damages shall include
ceASanable attomey's tees and costs of litigation. The failure by any trect owner to enfArce
~ any restriction, covrnant or condition herein conlained shall nat constitute a weiver af tltc
right Io do so UiereeRer es to a violation oC lhe snme or any olher restriction, covenant or
condition accumng prio'r or subsequenUy therelo.
(C) SEVERr1DILtTY
' lnvalide4on o[ any oE these covennnts by JuJgment or Court Order slmll not affect
any of the provisions which shall remain in full Force and e(Tect.
(D) MOR1'GAGE PRQTECTED
Nothing hercin contained shdl impair ar defeat the licn of any mongoge or deed ot
tru9t now or hereaRer recorded covering any trnet or tracts, but title eo any Proputy obtained
as a result of foreclosure either volunterily or involuntarily shall thereofter be held subjcct to
° all of the provisions herein.
, DATED this 161h day af May,1995.
MORRISON CATTLE, INC.
,
o Dy. ~l ~ titY ~
MILI.AR A. MORRfSON, li
Ptesident
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~94x11'7A03F1 D6ClARATION OF COVE ~ 6 7 2 PACE 116
• . ' . ~ NANT
. ~ . 1
. In cansidaation o( the appraval by Spokane County o( P„ uFeg,AWT P,QRK
(hateinofter refarreJ to as Ihe'Uevelopment"), Ilie underoigned covenants nnd ugrees Uiat:
~ L'fhe subdiviJer/sponsor wlll construct Iue private ruads and assaialeJ drainage facilities in
tonfermAnee wflb tbe apptoved plans on file in Ihe Counly Engineer'g Office,
. ,
' L A lot IS senrcd bY a private road when; a, the only road frontngc (ur the Int in Ihe Devslopn►ent u
1 on the privnte rand, or, b. a lot htving fronlage on mora Ihan one roaJ (liublte or piivnle) cunst►ucts
an npproacli lo Ihe privnte road.
3. The owner(a) ot ony lot created by the Development or alternalion thereot anJ senrcd by a privale
. rond ahall be raponsible !oc maintenanee at aotd privote ronJ, including associaled droinoge facililiv
ia wntormana with approved plAns on Gle with the Couoty 6ngineers n(fire.
4. Ma{ntenance financing af Ihe private roads and associateJ droinage fneilflies ahall be In a manner
Jcieroiined by the ownero o(;
( fie maJaritr oi lots served by aueh private road;
~ Ihe majotity o! (tontage ot lots served bY 9uch privnlc roaJ;
, a Ihe mnjnrily square (oolege of lots served by sucli privata raad; or
d.
. ' ' S. 1n ihe event sueh privnto roaJ, including oQSOCiated drainnge fACllitia is improved lo Spokane Caunry
stnndard9 for public streets, anJ the Counly is willing to aaept tl►e dedicntion of such foad nnd
facUida, each lot owner shall exauto aoy Jceumenu necessnry to accnniplish 9uch daJiavion.
' 6. Owneta of lots wilhin Ihe Dcvelapment who ete aerved by such rtmd, may sun ancl recaver damagu
, and auorney'e fces ftom any avmer af any Io1 wllhin Ihe Oevelopmenl which is similarly served wha
, tefused Io pArticipeln In the road onJ Jrainaae facilitfa, construclion, finnncing, and tnaintennnce.
7. WARNINCt Spokane Counly has no respansibility lo build, Imprave, or mninlain or olherwise service
Ihe private toacla, includiag ossocioted dtainage (acillttes, eontained within or pruviding service lo the
property descrbed in Ihis Deretopmenl. Dy aaepting Ihis Develapmenl or subsequently by allnwing
~ a builJing permit to br issoed for prAperly on a primte road, 5poknnc Cauciiy assuma nu nblignlian
, for mid pr(rmte raaJ onJ fhe owners hetehy acknowledge Ihat the Counry hns no oblignlion ot any
kind of natura whatsaever tn establish, ezamine, survey, canstrucl, olter, repnir imprave, maintain,
provida drainage or snow temoval an o privbte road, or associnted Jrainnge (acililies,
B. 'mis cavennnl and agreemeat slwll ron wilh tlu land and shaU bc binding upon tlu oweer, dieir heirs,
successars nr nssigns, Including the obligntion to participate in the maimcnonce of iho privnie raad,
anJ drainnge tacilities as prorided herein.
(
o En
' OWNCR t STATE nb' 1YAS111NCTON ) ~t
DA'fEA Ihis -Z.V Jay of evz* , 199 S~
_ Cauoty af Spoknne
On this dny personn(ly appeared before me o_o~ Iv1 c% r r i<<) t'~
known to me to be Ihe individual(s) descrbeJ in ond who executed Ihe w(thin and focegoing instrument
nnd Acknowledged that ha/shellbcr signed ibe same as his/lierftheir free and volunlary acl and deeJ far
I!u uscs and purnoses lherein atated.
. ~ , • • CIYEN UNDBR MY l1ANU ANp OEFICIAI. SEAL shis 21-~ day ot ~1 , ~y",
i '
,
6,,,
hlolary Public in and for ~he Stolc
of Washingtan, residing al SpAkanc
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PdGE 17 1
95 087'4 95~803t~115
SEWEB CONNECT2dN AiGRSP.D~tiT BE'e'HEEN SPOE3I~IE COQNTY. HEPTONS .
, , f y day of
ie
~ys ~ggg,~;p~ is made and entered into th _
~ hy and batweer~ Dahm Develapment. InC• (hereinafter
` August. 1935,
~ npahmn) , a Wa9hingCon corporatiaa, with afticee at Suite 215. South
~ l4n, 99202; Clara A. KepCOn. a eingle
. 14l 104 Freya. Spoka.~e. 4laehing
; the Testamentary TruBt of Virgil J. Hepcon, dated January
person ~
3, 1977 (hereinafter "Hepcons°). a duly Qrganized trust under the
~ laws of the State of Washington; and Sgokane County (hereinaLter •
~ •Caunty•), a poiitical eubdivieion of the State of waehington, with
.
~ officee at W. 1116 eraadway. Spokane, Waehirigtan.
RuC TTaL_S
~
~ rovielons of chaptez 36.94 RCYt, Spokane
A. Pursuant to che p
~
~ County has ehe po
wer to conetruct, opetate and maintain a aystem of sewerage withia Spokane County. ~ a, RCW 39.94.190 auchorizee countiee ta contract aith
~ Yivate pazties in and far the astabliehment, malntena.nce aad
operation of all or a portion at a eyatem of eexerage.
~ p "
C. ChaP ~ ter 35.91 xCW authoti..es che County to contract with '
~ .
o,,mers of real eecate !or the conscnsction of public eerrarage
faailitiee and to provide•tor the reimbureement oE suah ewne=9, °n
Q
~ a tair pra rata eha=e baeis, by the owners of real eatate who did
not contribuee to the original cost ot such Pacilitiea and who ,
~ •
9ubsequently tap into ar use the eaa'e•
D. Dahm owna 39 acree of land lacated along the eouth eide
'
of gighth Avenue between earker Raad aad Lonq Road, de9cribed more
prsrticularly on Sxhibit "A•, attached hereto and incorporated by
s
PACB ~ 1 _
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, YOI. 175 ) PAGE 17 S U ' VOI. I 7 ri 5 PAGE 17 "1 f,(
intereet ("Latecamer Pee9) to the County before conneccing eaid rePerence.
I
property to the Pacilities, plus an 'admiaistrative charge' equal E. Dahm also owna 76 acree of land located appreximately one
to five percent (5 4) of euch lee -(uaes by the County to defray the i mile east of Sullivan Road and one-third of a mile north of 32nd
coat of ite services including bookkseping and accounting)r Avenue. In 1994, Dahm was given preliminary plat approval to
?rovide8, the following propertiee shall be eacempt from euch i divide eaid land under Spokane County Planning Department Pile No.
paymentet PE•1724•93. A portion of the preliminary plat, known ae
(i) propertiea ownad by Dahm; , *Morniageide°, received Pinal plat approval in 1994.
(2) Lote 1 and 4, Hlock 1; Lats 1, 3, 4, aad 5, ' P. Heptona own Lote 1 and 4, Hlock 1; Lote i, 3, 4 and 5;
Block 2; and Lote i and 2, 81ock 3; all in Meadowview Ranch Blosk 2; and Lote 1 and 2, Block 3, Meadowview Ranch Eetatea,
6etates; and recorded at Page 58, eoak 21 of Plats, Auditor's No. 9309290070,
(3) the property deecribed on Bxhibit "e•; recorda of the Spokane County Auditor,
b. The Latecomer Pee and administrative charge ehall he G. Heptons aleo own additional land, more particularly
paid in addicion to all other eewer chargee lawEully imposed by tlte described on F.xhibit NHO, attached hereko and incorporated by
County purauant to reeolution or ordinance. reference, which land compriBes a part aE the original preliminary
c. The County ehall have the eole and exclueive plat of Meadowview Ranch Estates, Elanning DepartmQnt File No. PE-
authority to determine whaC propertiee in addition to thoae 1644-91. Heptons are eeekinq Einal plat approval to divide eaid
properties which the County ie herein required to reserve capacity land into 18 eingle family lats.
tor may tap into or uee the Facilitiee, }t, Dahm desiree to deeign, conetruct and inetall certain
d. The Latecomer Fee Eor a particular latecomcr properCy public eewerage facilitiea, hereinatter referred to as the
ehall be determined by multiplying the Pacilitiea Coet ae defined wPacilities•, that rrill enable or facilitate connection of certain
below by the ratio of the number of ERUe of the latecomez property propertiea owned by Dahm and Heptoas to the County's general
divided by the total BRO9 of capacity in the Pacilities, as ~ aewerage system. Heptens and Dahm intend or have entered into a
eatin+ated by the County Diviaioa of UC12itiea, plus intereet at the , eeparate agreemQnt not involving the Caunty to finance the iaitial
rate of lour perceat (4 t) per year calculated on the basie of a ' coat of the Pacilities.
4365 day year conmencing Prom the date tbe Pacilitiea are accepted , I. The Facilitiee generally include the inetallatioa of an
tor operation and maintenance by the County. eight iach public eewer liae extending eouth from the Caunty'e
I
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95 0874 17 5 5 PAC- 17 J 1
95 0e74 YOL. 17 5 5 PaGE 17 9 2 ' BXHIBIT "C"
5s /8' xSeSu~sF.IbGU~ rP ,~/W "YIbbO~
Parcel Number 55187.9001 S i 8 w ~Sar pF SW S~ a f G H 3r~'~
B X H I B I T " C" ( Pege 2 o E 2) ~ 55181.9001 S'
Parcel Number 55203.0401 n ~ Parcel Num6er 55191.2101 SP'~ 90'~`~~
55203.0402 /Nf/~40~~1~k) l~~~l'~ LSTS, 55191.0407
55203.0403 ~ 55191.0419
55203.0404 ; 55191.0414 55203.0405 ~ 55191.0409
55203.0406 55191.0410
55203.0407i 55191.0612
55203.0501 ` 55191.0613
55203.0502 Mr,qootd 0 EAd RApK N FSTs• SJZ ~ 55191.0624
55203.0503 55191.0629
55203.0504 ' 55191.0625
55203.0505 ~ 95191.0626
55243.0601~ MCAQpwJ1FuJ RA,.CN ESTS. 1-213 ' 55191„0634
55203.0602 55191.0635
Parcel Nwnber 55203.910555-20 55191.0632
55203.9019~j_Zp ej~JS~ .r /7W03 55191.06~6
55191.06]? ,
55191.0619
55191.0628 ~
(.aRp/nl 7-0 ~F~F.NA~FS k ~ b!Z s, So i/I
Parcel Number 55192. 0101
X g ~6 /2g 54192.010:
QrIZ~~ 55192.0114
A
r 55192.oii3
x 10• it / ZL 5519E.0112
55192.0111
95191.0344
55192.0]43
4#+-N1r'fl,L0 X6A,(rS X I~ 47-12 55192.0313
• 55192.0320
. 55192.0314 ,
55192.0321
55191.0327
55192.0324
D~ ~T ~ -55192. 2106
' ~si9a.goio s5 stsfNc~
' Parcel liutnber 55202.0264 sPr 0"579 7rA
55202.0265 -7rB
55202.0231
55202.0230
, 55202.0211
Parcel Number 55187.90013sK 4.$"JE I(A07 / CKrrP~p
55184.9002 yd, sr
, 55181.9003 i 55181.9003R
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Parcel Number 55191.9025 Sf- SE
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2655.62'
- - - - - - - - "
S89 39'14'E
FOURTH AYENUE
~ Found 3/8' 8ridqe Splke ~
, TRAkSNATfON TI1lE INSURANCE WgI*/e0 Spike
Th!s sketch Is proviAed, withaut charea, tor your
hnlotmaUAn. II is nol iniended to show all nrotters ~
~ Wated ta the oroperty Includinq, but no1 Iimit~ to,
4 3 I 2"~. dimeneiorts, egs~nents, ersroachmen
BLOCK 28 Io~llnn hmrmoa►ies. ~t 1s no! Part 01, nsr does it
, 1n0rlity, tNe rnmmitrt~t er pnlicv In whlsh if is
~ COR81N ADDITION 0 GREENACRE .The CamMn - es5itm" Nn uaBIun► rot anr ~
~aaLtaHc~c"cAre1,alsA lo thts vknlch. Releranrn shouhl be
10 01 V Strip ma0e ia an aecurate survey for turlhe► informollon.
~ase.0 RRC.t ~ 58737024'E 657.13' ~-BET ta~.o' aec.) 295,00' 36213' PK MAII IN TOP 31~'~, 0
FOU 9DtiWl 01 t~ E, 10H 0,~~CAP 14
NJO ~ pralna9e Easemont- L --Dratnapo Eaa«nent aF RA TIE FEMCE CORNQR POST ~ ns
~ • M ~ b ^I
NE1fMC011HEp NOT SET ~ 5 ~
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^ in
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382,18' t. ~
~ Q 295.00' .~zr q S89'38'14'E ~ n
11 o I ~
ai S99738'140E r M~ ~ o o I(., i2~ w C
W ~1O 3I= II e y V
~a ~ g 3~ pW I W ~Wf
m o ~ I I St 362.19' 10
Q w~1,,~ ~r, S89 ' 3 8' 1' E y . I tr nr i
^ z '3 0 ^i
13 a 295.00' z ~ 1 1 7 a 1 6 N
~ S89'38'14'E IW a ~ v ~ ^
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o ~o ioo 100 , S89,3811 4' E ~ ~362.25' ~
L~A N ( I ( S89'38'1'E ~ (f
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ai+o s.te~
8utldinp SeIbad1 ~ I M I( 1 ~ r30 x41 Ora
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37'xZS' Qralnaqo Eosemmt ~o
FOUHO WE~80RH SI~P _ tee.6'~ .
Ne~°~i .-to' uteuy Em«ne,t
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~ FROM CALC.,ACCEPTED 36~`.~ ~ 1319.0' aEC.1 3w.1c
-657'19' p ~
N zo
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n
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• Found 1%4• Plpe with Found 11/2• Plpe ~
Squ a re h e o d e d pi ps c a p v
RP.s: Tadk 1' up In Mdia Pol• p
31.60' to SE Nom 1/4 cernw p
Tadt 0.5 ua Y► Po~ Pd* I .O
FROM ANGLE DI'ST NORTH EAST T0
.
SP1104
AUTO INVERSE
START 0~t0. ~0000 1-000. ~0fD00 1
1 TNV N, 0 01 08.0 ' E 1M 00.00 -11b9. 99999 10,00. 05604 2-.
2 I NV S- 69 .38 14. 0~ E ,1295-0 ftN0 1168.13216 1295. 05.013 3
I:3 1 ,NV S 00°1 , 08.0 ' W 176.,0000 998. 13?17 1294.99409 4,
- -
i 4 I NV N '89 38- -14. 0-' W 29 S: 0000 1000. 00000 1000. 00060 5-
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,
~ 1,000,00000 1 000. 000
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~ N0~ CLOSURE , ERROR, l4rea = 50,149. 10 'sq ft 1. 151-26 ac
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i.
- irnpson Engineevs, Inc..
GlVIL ENGiNEERS A►ND LAND SURVEYORS
N. 909 Argonne Raad ~ Spokane, WA 99212
(509) 926-1322 • Fax: 926-1323
,
TD: 'r,at I l,. e. a► l► e-jh ctk i e_ i .-T• F-iq
SUBJECT: 56or# pI cLf . `i o+ - 14
DATE: may~ ~ s--t 19,9-1
~
I y vk c (~,c~ e. c ~0 r t~r ;re. ~v le`uV oLr +V1 p FH E K~'~' ef
aiE" a1 i~n kj~ Ow, o~r SI~tt~tr t
~ , t
~ ~ ~ vM► c"~ c.ir A ~f' ~1 ~ c~ ra e. C Cl i ~ i.+~t c4 +1 th s .
J
.y ' t ri 1~ bI V e-.-~ Ai q1 si C►b► 'uf Lo+ I i~ f
Uu.m S oLik~' ~ c1 V. i ~,~'c> c -fa ir
s t tioJ i I 4, _ CL6
~V F. D
I ~
~ -
rruin►`y LuGtNEER
p
S I `
~ lgIIlBd"~^'• tV
~
~
~
Sp~p KANE i UriTy ~ ROAD DRAIlNAGE
~
SUBMMAL CIBECKLLST
~
L~ PROlECT # D,ATE;
PROJECT NAME: :5hor{ fl a t O ft -16 ,
PROJECT SPONSOR M o r ~ i s ~ , ~,r, # ( 5 ° ~ ~ - 6 4 2?
PROJECT ENGINEER: TEL ~ ~ l cl L 06 - 13 2 Z
(Rasa ac Dninsgo Ptsos) . S i ;M 1~ ~ 5~~~~ 13 ~ 2
PttOlECT SURVEYOR. IS TEI.
(PW) .
PLEASE PROVIDE A RESPONSE TO EACH OF THE FOLLOWIlVG ITEMS.
GIIYF.RAL t'rF.MS
Y. 4 1:1 wA13 1. A signed "AG E TO PAY FEES" form bas been submiaed co Spolcane Counry aloog wich aay
aPPlicablc piat fees. prior co any pre-+design/presubmiaal mceting
Y. Cew 0 mt Cl 2. I bave a copy of. and have reviewed tbe oiost rcceut condidoas of appruval aod acy EIS/MDNS requirrmenrs
andcondirioas of approval have bern incorpotaced ia chis plan submiual. '
- •
. :.PItOJECT DFSIGN
Y. O'n. 11 wA13 2. I have ccmpleied a'auoiawm of one pre-dcsign meecing wiRh Spolcaoe Councy Develop,menc Engina.~ing
Services Fngineers where agreement was rra+chai on drainage dcsign approacb.
,r.. r-I w 0 w,% G~ 2. I bave includai chc cesults of any gcotoc6aira! 'cesdng chac is requued by the design approach co vtrify design
Par~ncte~s• r. 13 n. 13 mw R' 3. I have included auy required pevement desiga caladadons on new PubGc roadways as required by che
"SPOKANE COUNTY STANDARDS FOR ROAD AND SEyVER CONSTRUCI'ION", lam edicioa.
,r. 2~ a w~ 0 4. The road and drainage plans comply with che"STaNDARD ROAD PLA,N" requiremencs for plaa, prohle,
and cypicai cross seccou eltmencs concained in"SPOKAIYE COUNTY STANDARDS FOIt ROAD AND
SEWER CONSTRUCTION" lacest aiidon cxccpc as allowed ihrough approvcd desiga deviadons.
Y. 4 0 w,► O S. The drainage mpon incorporaces the minimum requiremencs for a scoun dcaiaage aaalysis as aoced ia che
GSM aod oiher icemS which are appropriaee eo demoascrate cbac rhe design nieess aU cequiremencs of che
Spolcane Cowocy Guideliaes for Scormwacer Managemcoc eucepc as atlowed duough approved design
deviatioas.
rn ~w 0 w,% 0 6. A complece drainage basin map wiih dme of coucenuation pachs shown has bmn includcd with t3u decailed •
bydrology caiculadoos. Dcai,oage basin map shows cotoSmPhy, proposed drainage feawres, aod coaeLaces
with hydrology calcuiadons. .
Y. 0 s. 13 wA G? e' 7. I have coordinated aaf5c con~oi and signing requiremencs wich che Spolcanc Councy Traffic Engineer. Thm
rcqu.iremeucs are shown ou a separate plan sheet; OR are incorpomced inio thr plaos for =h mad
,rd 0 r, 0 wAG(8. I have included copies of all approvcd DESIGN DEYIATIONS wtiich are required for chis projecc.
vd 2'~ 0 w^ C3 9. 1'he plaos and draina$e rqon are scamped, signrd, and daced, and contaiab ctie applicable ceru5caaiov
stacemenc.
,r. 0 w 0 wAg"" 10. I have iaeluded an adequace erosion eonaol plaa and applicable scaadard plan aoces.
Y. 0?. 0 ww Cg' 11. I bave secured approvals from all appticable oucside ageecies such as 6re disaiccs where appticablz aad have
included proof of their approvals..
Y. r,.0 ruA0 12. IbaVC pr0V1ded 3D B+CCCpi3bIC OleaiLS for perpecual mainwaance of srreec and draina,ge facilioes chaz is
accepcable co Spokane County aad have sexuned and i,n,cludGd copies of aoy required easemencs•
Y. Gy~ 0 w. 0 13. I have reviewed the plaas. ralculacoas aad ocher submiecal daca for complecene.ss, accuiacy aad caasiscency
aad have submicted cwo copies of plans and (1) bound drainage reporc.
uftPaN1.0/0a95 1
° ~ . - - • - • -
I~t3titletSt3II(1',~t•-t~le~[eQWLCIIlCQfS. DOICd SbOVC,are die ~minuniim' rcquu-'eme= ats uiccessary to -pe ocm a cursory review ot e projecc
.1 plaus. anci'tlmc .:ulcliuoual iuformauon s4uur` included-•wiih subnaiiLial as, neccssary. .
I' underscaad-, that this- submiccal wiU ,be ehecked-' for, compleceness- prior to review. aad chac ic will be returned for fiuther infocmaoon
' if ii is'fouod, to be,'incompltcr. •
I understand tttiat this submittal rrill not'be accepted for- review (and plac-ed- on the',review, list) until all cequired infarmation
has been submiUed. ~
~
M-~!
,Form compleced by che cespoasible.,Engiaeer. .
Compan►y: S'.t ~r►~►~ s.o~. y - 1 ~KC: , ~ N. O q' A~r- Hr►~e o a d S~~k a~.e WA L_ i,z.
Address.
M a ~9 l Z ip ~ . o i l e:
2~ .
Dac~: ~ 1 ; .
. .
. . , - . - _ . .
~ . • .
i ~
SUBMI'TTAL: ' Accepted for,review. ° . . ~ -
, . Reaunrd for blubniiual.of the foUowiug
GENERALI'TEM # :
I~ .
PROIECT DESIGN
~ -
° ' - - , -
; • -
, -
, RESUBMTI'I'AL .IT&M ll: ' - - - -
,
~ Foma renuned, co:
compaDy:
Address: ' ~ -
-Dace: -
By: ~
-Spokane Couacy PubGcVorks Dtvelopmriu Setvicxs
;
d u
Uctpluv.l:O/May95 Z
i
~
' • RECEIVED
~AN~ ~ ~9bt
BEFORE ~~~p~
THE SPOItA,NC COUNTY DIVISIUN OF BUILDING AND PLANNIN~
IN THE MATTER OF ) FINDINGS OF FACT,
SIIORT PLAT N0. SP-1104-96 ) CUNCLUSIONS AND
DECISION
TH15 MAT'I'E It, an anplication Cor sliort subdivisinn Uf la»c] lrnm Mnrrison Calile, Inc. has
been r c;eiwed and was decicled upan, pw•sualll tn Spokalle Cnuiity Subciivision regulatinns, on
tlieIL"day oC January, 1997.
I'INDINGS OF FACT AND CONCLUSIONS
1. "Ctle individual signing below has furtlaer been properly delegated the responsibility lur
rendering the deeision by the Uireclur at' Spokane County Division of f3uilcling ancl
1'lanning.
2. The pruposal is to divide appro.cimately 1.15 acres into 3 resicleniial traets.
3. 7"lie proposal is located at the iiorthv4►est coriier of Beige Laiie aild Eighth Avenuc iu the
NC I/4 of Sectioii 19, Township 25 North, Range 45 E.W.M. Spokailc Caunty,
Washingtun.
4. Tlie existing zoning of the properly described in the application is Urban Resiciential-3.5
(UR-3.5), previously esialalishecl as Agricultural (A) (file na. 2$6-57) zoning in 1957 aad
redesignatecl ta UR-3.5 on January l, 1991 a pursuant tu the Prograin tn Lnplemcnt the
Spokane County Zoning Cudc. I'uIsuaill ta RCW 58.17.195 thc prnpnsal clocs coniorin
to the requirements Uf the existing Ult-3.5 zUne.
5. '1'he Spol:aiie County Comprehcilsive Plan dcsignatcs this area as Urban. '1'he
develapment ancl uses, as proposeci and cvnditianed, are in compliailce with this
designaticm.
6. Surrouilding uses are primarily single family residences.
7. The Spokaile County Arterial Road Plan identifies Ciglith Avenue as a Local Access
1Zoad with a fiiture right-af-way width of GO feet. The existinb right-of way width is 50
1'eel. ln nrcler to implement the Artcrial IZoad 1'lan, a strip of property 5 feei in wicllh
along the Eighth Avenuc fi-ontagc is to be set aside as a Future Acyuisition Area.
Therefore, as conditioned (such as improvements aiid acquisitiun areas) the prapasal
cnnfornis to the Road Plan.
8. 1'he site is locateci within the 1'ublic: `1"ransportation Beneiit Area (C'TBA). I-lnwever,
public transit services to the site are not available at this time. 'i"he nearest co»iierting
servic:e is located approxiinately 2 miles nurUi of the site.
9. 'I'lle prnpased short plat will be served by a public water syslem. Waste water dispnsal
will bc as authorizcd by thc Director af Utilities.
10. The rcquireci public noticc was providecl for tlus proposal and agencies llaviiig a poteiltial
iiltecest in the project were nntified atid recommendations soliciteci.
11. No wcitten comment,s were received Crom any adjoining pcoperty awners.
12. [Zcc:Ugnixing lhe recommendecl coiulitians and Spokaiie G'vunty developmenl stanclards,
the pruposecl shorl plal niakes appropciate provisions Cor the public: health, saiety ancl
general welfarc and that llle public: use and iiiteresl will be served by platting Llic
subdivisia».
'I'lie subdivisioit proposal is generally consisteni with RGW 58.17 ancl the County
subdivisinn regulalinns, promotuig the public heallli, safely and genei°al wclfare iii
accordance with standards established by the State and Spvlcaiie County. Tlle Division of
Building auid I'lanning has considered the provision of adccluatc public facilitics as citcd
in RCW 58.I7.110 (2). More specifically:
I .
a. open spaces f. sanitary waste dispasal
b. drainagt ways g. narks antt rccrcation facilitics
c. pubiic anci/or privale riglit-nl=wnys li. playgrouncls
cl. transit i. schnols and sc;hnul grduncls
c. pntable water j. sidewalks
13. 'The project is exempl trolti envirnnmental rcvicw under tht State Environinental 1'olicy
Act pursuant to W/1C 197-11-800 (6) (a).
14. The Central Valley Scliool District has conunented oji the proposed Shoi-t Plat. 'I'he
District has indicated that existing school facilities are inadequate to serve the nroposed
short pial and wishes tio negotiaie with the owner to pravide adequate capital facilities as
required by tlie Revised Code of Washington (RCW) 58.17.110. Review by Cnutlly
legal counsel indicales lhe conditian requested by the School DisU•ict can be requirecl 1'ar
developments. Approval of this short plAt shauld iiiclude conditions requiriilg Uhat
provisinns for appropriate iacilities be in place prior to rccnrding the tinal short plat in the
form of a written agreenient betzveen the owner and the school district.
DEC1SI0N
Basecl upou the above noteci Findings of Fact and Cnnelusions, Shnrl I'lat AppliCation
SP-I 105-96 is hereby APPROVCD far five, (~P:~r~, ~neeificallv io Februai-v l, 2002 and
suUject to conditions noted belcirv^ This deeision is final unless appealed in writing, coil.sistent
with adopted appeal pr4ceclures.
CONDITIONS OF Al,'PItOVAL
All the below conditions imposed shall be binding on the "Applicaiit", whirh term shall inclutle
the owner or otirners of the nroperty, heirs, assigns a.iid successors.
SPOKANE COUNTY DIVISION OF I3UILDING AND PLANNING
1. 'fhe proposal shall comply with the UrUan Residential-3.5 (tTR-3.5) zone and other
applicable Zoning Code chapters, as amendcd.
2. The final shorc plat shall be designed substantially in eonformance with the preliminary
plat of'record. Na increase of tlensily or oumber nf tracts shall occw• without a change of
condition applicalion submittal and approval.
3. '1 he preliininAry slidrt pJat is given conditinnal apprnval tor five (5) years, specifically to
February 1, 2002. Tbe applicant nlay submit an extensian of time application
approximately thirty (30) days prior to the aUove expiracion clate. Application(s) for
extension of time shall be processecl under the provisions Uf Chapter 12.100.118
(Extension of 7'inie) oI' the Spokane Gaunty Subciivision Ordinance. If the applic;anl
complies with the criteria af Chapter 12.100.118, the preliminary approval and conditions
will be changed to refleCt the aclopted pnlicy anci developmenl regulations at the time of
the eatension application.
4. Prior to filing oF the finai shoi-t plat, the applicant shall submit to the Divisivn of i3uiicling
and Plaiuling Director/designee for review any proposcci final short plats to eiisure
CUITl(1I1w1CC WIUl tl1CSC FII1dl1lgS F1Ild COIlCIll1011S Of AppPUVaI.
5. A survey is requircd of the subject property prior to filing of the final shart plat.
6. Appropriate road name(s) aiid street address(es) shali be indicated on the tinal chort plat
map.
7. Appmpriate utility ea.Semettts shall be inclicated un the final sliort plat map. Writlen
approval of utilily Casements by ulility companies musl be received prior to Iiling af che
f'inal short plat.
8. 1'he .final short plat map shall indicate by a dashed line lhe requirecl st;tbacks ii•om ail
private or public; roads. I'lie dedication shall eontain the following statement: "Side yard
and rev yard setbac:ks shall be deternlined at the tinlc buitd'ulg pcrmits <<rc rcquestecl
unless tliese setbacks are spccifically drailcd un lliis linal shorl plal. The setbarks
indicateci on this plat niay be vaciccl Crvm iC proper zoning car variance appcnvals are
ubtainecl "
I'iitditigs ancl Decisian Sl'-1 I US-9G 2
h. Three (3) eurrent c:erlilicates nJ' title siiaU be fiicnished ta lhe C;aunty nivisican ot'
Ruilding and Planning rrior tn filing ufthe iinaI shurt plal.
10. 'I'Iie applic;ant sliall ca».tact the Divisinn of nuiltiing and I'lanning ai the em•liesl passible
slage in oraer io be inCormed of code requiremenls acl.ininistered/enfUrced as authuria:ecl
by the State Building Cocle Ac;t. Dcsigtl/devclopm4nt conCerns inclucie: addressing; lirc
apparatus acccss roads; Fre hydrant/flow; approved water systems; building accessibility;
c:onstruction lypc; occupancy claSSification; CYItIIIg; CXIeP10t' WaII pCOtCCIIQII; alld CI1CCgy
CUdC l'egUlat1Uf1S.
11. A plan fnr watcr facilities adequate for damestic service and tii•e protec:tinn shall be
approved by llie watec supplier, Iire proleclion dislc-ict, Spokanc Counly Divisioii of
Building and Planning ancl County heallh au11in1•ities. The agencics will eerlify url lllc:
Watcr Plan, prior to llle tiling of the tin11 short plat or any phase of tlle pceliminary sliart
plat, t'.iat uhe plan is in c;nnformanc:c wilh tileir respective necds and regulations. Tlie
Watet- Plan and certiiication vwill be clrafied on a trttiispareilcv suiiable for rc;procluclioil
anJ be signea by thc sponsor.
12. The purveyor will also certify oil the Water Plail that appropriate contractual
arrangemenls and scheclulc of imprnvements have been made with thc sponsoc far
canstruction of tlle water system in ac;c:vrdancc with the apprnved Water Plan. The limc
schedule for improvenients will provide far cnmPletion of the water systenl anct
inspection by the appropriate healtli aulliarities prior to applicatian for building permits
withui tlie ficial short plat. The arrang,etnents or agreeinenls will include a provision
holclinb Spukanc County and thc pui-vcyor harmless From claims by any tract purChaser
rcfused a buildiiig permit due tu tlic fiulurc of tlie sponsor to satisfactorily complete the
apprnved watcr systcin.
13. 'Che rnal shorl plal dc;dicatiun will contain lhe following statement: "I'he public water
system, pursuant to tlie Water Plan approved by County a.nd State Health authorities, tiie
local firc district, Couniy Division of Building and Planning, ancl water purveyar, will bc
installed witllin this plat, ancl the subclivider/sponsar will pravicle for individual cloiilestie
water service as well as fire protection to each tract prior to sale of each tract aiid prior tn
issuajlcc of a building permit for each tracl."
14. No huilding permil will be issucd foc any tract witllin the fiiial short plat until certified by
a WaslvngtOn State-licensed engineer that "the water system has bcen installcd pursuant
lu the apprnved Water I'lan for the final short plat," signed ancl slampecl by saicl ciigincer.
The certificatiUn may be in the forin of a leuer, but is preferred to be certitied an acQpy
of the Water Plaii as a scheinatic inap sllvwing thc "as-built" water system.
15. The Water 1'htin aiid the above four (4) conditions of apprnval regardiiig tlic Water Plmi
may be waived by the llivision of Building and Planning Director/designee upon rec;eipt
of letters fi•om the appropriate water purveyor and fire protection district stating thal
simple connectiails to an existing approved water system tivill providc adequate clanlesiic:
aiid fire protection watcr to ensure the public health, safety and gencral wclfarc.
16. The Spokaue County Division of nuilding and Planning shall prepare and record with thc
County Auclitnr a 7'itle Notice specifying a furiire land aequisiticm area fvr road right-of-
way and utilities. The reserved future acquisition arca `['itle Notice shall be released, in
1'ull or in part, by the I3uilding and Planning Division. The nntice shoulcl be recorded lhe
same time as UZC final short plat and shall provide the following:
a. A sirip of propert,y 5 feet fi•om Ule cxisting right-of-way is reserved for fiilure
aeyuisitian area for acfditional road right-of-way alnng Eighth Avenue.
b. Future building a»d other setbacks required by tlie Spolcane County Loiung C.'ocle
shall be measured ixom the resei-ved future acqtusitiaii area.
C. No required landscaping, parking, '208' areas, clrainfield or alloweci signs slic~uld
be located within the future acyuisiliun area I'or rvacl right-uf=w'ay ancl utilitics. lt'
any of the above improvements are made within this arc;a, thcy sliall Uc: relocatcd
at ille applic;anl's cxpense when ruadway improvements are made.
cl. '1'lie fiiture acquisition area, uncil acquired, shall be private prnperty and mav be
used as allowed in thc zane, exeept that any iiilprovements (such as landscaping,
parking, surface drainage, drainfield, signs or otliers) shall hc: coiisidercd interim
uses.
rindings and Dcc;ision S I1-11 05-96 3
C. The praperty owner shall be responsible far relocating such "interim"
improvemenls at the tinie Spoktane CUUnty mal.es roadway improvemenls allcr
acquiring said future acquisiiian area.
17. The owner shall negntiale with Central Valiey School L)istriCt and submit a recnrcied
copy of a voluntary agreement malcing provisions for public schnols prior tu finalization
and recordiug of the plat. 'I'he agreenlent shall provide a written description of tlic
subject properly lu which the agrccmcirt applics ancl also statc lhc dnllar amuunt ancl atly
other agreed to mitigating measurec.
"Che nwner sllall also llotify any polential purchasers who liave made an agreement to
purchase property within said plat pursuanE to the IZevised Code of Washingtnn (IZCW)
58.17.205, that adequate pravisi.ons for school facilities must be made cnnditianecl nn a
future agreeinent betweea the plattor and sc:honl district.
Vnluntary agreements between tllc owner and schaal district shall confoi-in ta Uie
requirements of RGW ChaPter 82.02.
SI'UKANE COUNTY UIVISIAN OF ENCINEERING ANU ItOAUS
1. `I'llat Conditional apprnval o1 the plal by the CUUnty Engineer is given suhjeci to apprnval
of the road system as indicated in the preliminary plai of recurd.
Thal drainage plwis aiicl design calculations showing the alignmeilt of cirainage facilities
be submitted ta the CAUnty Engineer for acceptaiice prior to coiistruction and/or the filing
of the final short plat. Drainage Plans ia be prePared under thc direclion of a lic:ensed
ProFessional Civil Engineer.
3. No Cnnstructinn wnrk is to be performed witlun the existing or nroposeci rublic right-af=
way uiitil apermit has beer> >ssued Uy the County Cnginccr. All wa•k is subaect to
inspec:tion ai1d approval by the Gaunty Engineei•.
4. I'he applicatlt should be advised that incJivictual drivcvvAy acCess permits are reyuired
prior ln issuaitce of a builcling permit for driveway approaches ln the Cnunty 1•naci system.
5. Existiiig County rolds providing clirect aecess ta thc plat shall be paved and/or curbed lo
Spokane Gounty standards.
6. Sidewalks and curb are required along Eiglitli Aveilue.
7. To cnnstruct the road i.tnprovements stated herein, the appliCanl may, witil the approval of
the Caunty Cngineer, jnin in aiid bc a willing participant in any petitiou ar resoluiivn
whicli purposes is the I'ormation di' a IZoad lmprnvcmcnt I.)isirict (RiD) tnr saicl
improvcrnents pursuant to RCW 36.8$, as aniended. At suCh time as an RID is created or
any Road Improvemenc Project is sanctioncd by Spokane County, the imprnveiiicnis
required (curb, sidewalk, clrainage contcvl and paving to existing pavement) will be at the
sole expens~ of the undersigned Uwner, their heirs, grantcGS and assigns. Tllis laravisioii is
applicable to the requirecl curb auid siciewalk on Eighth Avenue.
8. As an alternative method of constructing tlie road iinprnvement stated herein, tlle
applicant inay, with the approval of the County Engineer, accomplish the roacl
imnrvveruents stated Uerein by Jainii~g aiid partieipating in a Ccaunty Road 1'roject (CIZI')
to the extent of the required roaci unprovement. At sucll time as an RID is ereateci or any
Road lmprovement Project is sanctioned by Spokaiie County, the improvemenls i•equireci
(curb, sidewalk, drainage control aiid paving to existing pavement) will be at 1he sole
expense of tlie undersigned owner, llieir lieirs, grantees and assigns. This pravisioti is
applicable to tlie required curb anci sidewallc on Eighth Avenue.
9. That the fnlluwing statecnenl shall aprear within the dedicatory lauguagc of the iinal
shnrt plat:
I'indings and DeCision 5P-1 1 US-9G 4
That in consideration of Mutual Benefits naw or ta be hereafter derived, do for
themselvesa their heirs, grantees, assigns and successor(s) in interest hereby requesl and
authorize Spokane Couniy to inelude the above ctescribecl property in a Road
Iniprovement District (RID) and to support the formation of a Road Improvement Disti•ict
!or iniprovcnleat of the roAd(s) described bclaw by requesting and authorizing Spokane
County lo place iheir nanic(s) on a petition !'or the fonnation of a Road Improvement
District pursuant to RCW 36.88.450= or by requesting aiid authorizing Spokaile County lo
cast their ballat in favor of a RID being formed wnder dic resolution nlethod pursuwit to
RCVV 36.88.030, and/or by not filing aprotest against the formation of a RID being
fonned under the alternative resolutinn method pravided for in RCW 36.88.065 7nd
Chapter 35.43 RCW.
If a RID is proPosed for improvement of the road(s) dcsccibed below, said owner(s) ancl
successor(s)fiirther agree: (1) that the improvements or consiruction contemplated within
the proposed IZID are fcasible and (2) that the benefits to be derived from the formation
of the RID by the property included therein, together with the amount of any County
participalion, exceecls the cast aiid expense of formatinn of the R1D, and (3) that the
property witlun the prupused RID is suI'ficiently develaped; pcovided, theniselves, lheir
heirs, grantees, assigns mld successnr(s) shall reiain the right, as authnrizecl under RCW
36.88.090, to object to an}► assessnieni(s) nn the properly as a result of the imPrnvenients
called fdr in Conjunction with the formation of a RID by either the petition or resolution
method under Chapter 36.88 RCW and to appeal to the Superior Gourt tile decision of the
Board of County Commissioners confirming the final assessnient roU; provided furtller, it
is recognized dhat actual assessments may vary from assessment estimate sa long as they
do not exceed a Figure equal to the increased irue and fair value improvement(s) add(s) ta
the prdperty.
It is further acknnwleclged and agreeci that at sucb time as a RI D is created or any County
Road Improvement pro,ect is authorized by Spokane County, the improvements reyuired
shall bc at the sale expense of the owiier(s) of properry witliin the RID or served by the
improvements without any monetary participation by Spokane County.
T'he R1D waiver contai-ned in this agreeinent shall expire aftcr ten (10) years from the date
of execution below. This provision is applicable to the requircd curb and sidewalk on
Cighth Avenue.
10. Tiie Cotinty Engineer lias designated a Local AcCess Rnaclway Section fnr the
impravement of Eightli Avenue which is to be Conslructec] by PE-l 740-93 Pheasant I'ark.
11. 'i'he proposcd plat shall bc improved to the standards sc:t forth in Spokane Cnunty Bnard
af Gommissioners Resolutioii No. 95-0498, As amended, which establishes regulatians Car
roads, apProaclies, drainage ailcl fees in new conslructiUii.
12. "CiYC County Lngincer has examined this rievelapment propasal ancl has clelcrminccl lhat
the impact of this proposal upon the existing County Itaad System warrants the roadway
improvenaents herein specified.
13. Tlle applicaiit sllall gra.nt applicable border easements adjacent tn Spokane Caunty Right-
of-way per Spokwie County Stanciards.
SP4KANE COUNTY nIVISION OF UTILITICS
1. A slalement shall be placcd in thc dedication that: "Thc Owncr(s) or Succcssor(s) in
interest agree tn authorize the County to place their nai1ie(s) on a petition for the
forniation of a ULID by petition method pursuant to RCW 36.94 which the petition
includes the Ovvmer(s) properly and further not to object by signing of $p1•otest petition
against the fonnation of a ULID by resolutian metliod pursuant to RCW 36.94 which
includes the Owner(s) properly. PROVIDED, lhis condition shall not prohibit the
Owner(s) ar Successor(s) from objectinn tv any assessment(s) nn lhc: property as a result
of improvements called for in conjunc/ion with the fux-matinci of a UGID by eilhcr
petilion or resalution under RCW 36.94."
A wet (live) sewer connection to the -tirea-wide public se«►er syslem is lo be eonslructecl.
Sewer coruiection permit is requirecl.
3. Applic;ant shall submit cxpressly to Spakane County Division of Utilities "under separate
c;over", only tlwse plan shccts sliowuig sewcr plans and specif cations for public sewer
cannections and facilities for review and approval prior tu the filing of the final sllorl plat
or the issuante of Periilil to coruiect.
Finclings ancl Deeision SI'-11 05-96 5
4. Arrangeinents for paymenls of applicable sewer cllarges must be macie fnr prior lo
issuance of sewec connection pecmit. Note: Tliere is limitecl amntmt of capacily in the
Eighth Avenue and Long Road sewer line. It may be neccssary fnr the praject ta lind
anotlier poinl of Cdnncclinn to the sewer.
5. Any water servic:e fnr this projec:l sbaU be provided iii accordance with the Coordinared
Water Svstem Plan for Spokane Counly, as amended.
SPQKANE REGIUNAL HEALTH DlSTI2.ICT
1. Sewage ciisposal method sllall be as auUiorized by the Director of tlle Spokanc County
Division of Utililies.
2. Water service sllall be coordinated through the Spokane County Divisia» of Utilities.
3. Water secvice shall be by an existing public water supply wllen approved by the Regional
Etiguiecr (SpnkFUie), State Departmeiit of I-Iealdi.
4. 13cior to filing the tinal short plat, the sponsor shall dcmonstrate to the salisfaction of the
SpQkane County Health IJistrict lhat an adequate ancl putable water supply is available to
each lrart of the plal.
5. Priat• to filing ihe Cnal short }alat, the sponsor shall Present evidence that the plat lies
within the recorded service area of itie water syslem proposed lo serve 1he plal.
6. A public sewer system will be made available for the plat, and indiviciual scrvice will be
provided to cach tract prior to sale. Use of individual on-site sewage disposal systems
shall not be authorized.
7. A staternent shall be placed in the dedication to lhe effecc that: "f1 public sewer system
will be made available for the plat, and individual sei-vic,e will be Providect to each tract
prior to sale. Use of individual nn-site sewage disposal systems shall not be authorized."
8. The dedicatory language on the plat shall state: "Use of private wells and water systenls is
prohibitcd."
Approved the ~day of .ianuary, 1997.
. f ~
J. 1'ODD
PlFUiner
Undcr State Law and Caunry Ordinance, you have the right to appeal tlus decision to tlic
Spokane County Hearuig Examiner. If you desire to file an appeal, you must submit Uie
appropriate Appeal Application together with the required Fee, payable to ihe Spokane
County Division of Bwlding and Planning, within fourteeu (14) ealendar days from the dafe
this decision is signed. Upon receipt of a complete arpeal application, a public hearing will
be scheduled.
lf }dou have any questions, please call the Planning Section at 456-2205.
e: Spokane Couuty Division of Enginceriug and Roads
Spokane County Division of Utilities
Spokane Regional FIcalth District
Spokane Cnunty Fire District Na. 1
Central Vatley School District
Consolidated Water Disirict
Morrisvn Catlle, lnc.
Siinpson Engiuecring, lnc.
Finctings ~uid Decision SP-l 105-96 6
• , ~
S v uo K N i IL 1 N " I' Y
1_
OTTtCE oF Tf iF CG1LlNl'Y CNt;IMfR ~ A Tl14'i51QM C1T 11tF PURI.IC W()P.KS DF.1'ARTMFNT
Ronald C. f iormnnn, f'.F.., Ctiunty FnginFPr T?enni-, M. Scatt, T'.F., nirector
AGRE + MENT TU PAY FEES
ENGINEER'S AGREEMENT NLIMBER
This agreement between Srokane County ancl rL-s o v-,
inme o persim '
wttose interesl in the praject is o w w e. Y'
ti.e. awner, agent, e(c.) '
is entered into this z. 6 'L
14 day of ~eb r u a.,~r , 19 -97 . This agreement is appi icable ta the project
known as : S~I 1 O~- -g l0 .
trraJecr aaress c►r rnename a nie nutnnery
That the individuals and partiec named Iierein as having an interest in the abnve described praperty or project
agree to the fnllowing:
i. Reimburse SpUkane County for praject review ancl inspectinn fees a,s specified in Chapter
9.14 of the Spakane County Code. The fees wiU be based on actual salary costs incurred
by Spnkane County for rroject reviews and / ar inspections plus a ten rercent
administrative ciiarge, and will he billed mnntlily as accrued. nny hilling amounts due,
including any expenses incurred in the cotlectian of an overclue accaurit, must be paid
priar to the County's acceptance of the pcoject far filing. if a project is approved and/or
fited with a balance still awing, the unpaid balance shall he paid wiEhin 30 days of the
invoice date.
2. 'I'lie undersigned agrees Iliat tliese fees are due :►nci payahle upcm receirt of the hilling as
specified abnve.
3. Any invaices not paid within 30 days of tlie invaice date will be considered detinqtient.
If any outstanding halance on lhe account for this project is not paid within 30 days of
the invoice date, no further reviews of tlie project dacument.s Mill he canducted until tfle
entire account balance is raid. Any halance on tlie accatint far tliis project not paid
within GS days of the iiivoice date map result in legal actian vr the iniliation of other
cottection proceciures, inc1uding referral to a collection agency. The Sponsor will he
liable for any and all expenses incurreci by the Counly for the callection of overclue
accounts.
4. The montlily billing should re t to the attention af:
N/1MF:
AUDRESS: v~13 cc .u
CiTY, STATE:
/
ZIP CUDE: ~90L~
.
PHONE 6~~ 7
I understand that failure to pay these fees may result in delay in comPletion or approvat of the project or other
possible sanctions.
CI If this fee agreement is completed hy someone otlier than the Spansor (i.e., the projecl
owner or aprincipal in the firrn cponsaring the prQject), such ag tlie Engineer designing
the project, then written authorizatian from the Sponsor specifically autliorizing the
Agent to execiite titis Fee Agrcement is a hed lo this fee Agreement.
SIGNATURE I3y:
(PRINT NAME)
RETURN YELLOW COPY TO SPOKANE COUNTY ENGINEERS
Mpltingrecmcn.fce 211/95
1026 IV Arond%vny Ave. • Srokane, WA 902(if1 (1170 • (5()9) 456-36(11) rAY: (5I19) ,1?4=347R I 1)la: (5t19) .324-31eiO
,
. ,
• ,
MORRISON CATTLE, INC. 5501
EAST 22305 EUCIIQ 926-6427
OTIS ORCHARDS, WA 99027
9a.574
~ 1251
,9
PAY TO THE
ORDE
~ DOLLARS
/
FARMERS & MEACHANTS BANK
RocKFoao oFFicF
ROCKFORD. WA6HINGTON 98030
MEMBER FOIC
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OFFICE OF THE SPOKANE COONTY ENGINEER
1026 W Broadway Ave, Spokane, WA 99260-0170 (509)456-3600 Fax 324-3478
"ENGINLER'S CONDITIONS OF APPROVAL" SHORT PLATS
TO: Spokane County Planning Department
FROM: Division of Engineering & Roads `Li l( ~~-'~'~cr ~►va.~~
DATE: 12/17/96
PR+OJECT: UR-3.5 SINGLE RFS
FILE # : SP-1104 /
Hearing/Review Date: -12/24/1996
Sponsor/Applicant: BUD M4RRISON
Section Township Range: 19-25-45
Planner: JOHN TODD
Design/Review Date : ( @ )
The Spokane County Engineering Department has reviewed the above referenced
application. The following "Conditions of Approval" are submitted to the
Spokane County Planning Department for inclusion in the "Findings of Fact,
Conclusions and Order/Decision" should the request be approved.
Prior to release of a building permit or uae of property as proposed:
1. That conditional approval of the plat by the County Engineer is given
subject to approval of the road system as indicated in the preliminary
plat of record.
2. That drainage plans and design calculations showing the alignment of
drainage facilities be submitted ta the County Engineer for acceptance
prior to construction and/or the filing of the final plat. Drainage
plans to be prepared under the direction of a licensed Professional
' Civil Engineer.
3, No construction work is to be performed within the existing or proposed
Public right-of-way until a permit has been issued by the County
Engineer. All work is subject to inspection and approval by the County
Engineer.
4. The applicant should be advised that individual driveway access permits
are required prior to issuance of a building permit for driveway
approaches to the County road system.
5. Existing County roads providing direct access to the plat shall be
paved and/or curbed to Spokane County standards.
6. Sidewalks and curb are required along Eighth Avenue.
CC: Applicant BJD NI+DRP.IS
Er.qaneer/Surveyor MIKE PHILLIS
Page 12
SP-11:14
.
7. To construct the road improvements stated herein, the applicant may,
with the approval of the County Engineer, join in and be a willing
participant in any petition or resolution which purposes is the
formation of a Road Improvement District (RID) for said improvements
pursuant to RCW 36.88, as amended. At such time as an RID is created
or any Road Improvement Project is sanctioned by Spokane County, the
improvements required (curb, sidewalk, drainage control and paving to
existing pavement) will be at the sole expense of the undersigned
owner, their heirs, grantees and assigns. This provision is applicable
to the required curb and sidewalk on Eighth Avenue.
8. As an alternative method of constructing the road improvement stated
herein, the applicant may, with the approval of the County Engineer,
accomplish the road improvements stated herein by joining and
participating in a County Road Project (CRP) to the extent of the
required road improvement. At such time as an RID ia created or any
Road Improvement Project is sanctioned by Spokane County, the
improvements required (curb, sidewalk, drainage control and paving to
existing pavement) will be at the sole expense of the undersigned
owner, their heirs, grantees and assigns. This provision is applicable
• to the required curb and sidewalk on Eighth Avenue.
9. That the following statement shall appear within the dedicatory
language of the final plat:
That in consideration of Mutual Benefits now or to be hereafter
derived, do for themselves, their heirs, grantees, assigns and
successor(s) in interest hereby request and authorize Spokane County to
include the above described property in a Road Improvement District
(RID) and to support the formation of a Road Improvement District for
improvement of the road(s) described below by requesting and
authorizing Spokane County to place their name(s) on a petition for the
formation of a Road Improvement District pursuant to RCW 36.88.050, or
by requesting and authorizing Spokane County to cast their ballot in
favor of a RID being formed under the resolution method pursuant to RCW
36.88.030, and/or by not filing a protest against the formation of a
RID being forrned under the alternative resolution method provided for
in RCW 36.88.065 and Chapter 35.43 RCW.
Paqe4 3
. SP-1::09
If a RID is proposed for improvement of the road(s) described below,
said owner (s) and successor (s) further agree :(1) that the improvements
or construction contemglated within the proposed RID are feasible and
(2) that the benefits to be derived from the formation of the RID by
the property included therein, together with the amount of any County
participation, exceeds the cost and expense of formation of the RID,
and (3) that the property within the proposed RID is suff iciently
' developed; provided, themselves, their heirs, grantees, assigns and
auccessor(s) shall retain the right, as authorized under RCW 36.88.090,
to object to any assessment(s) on the property ae a reault of the
improvements called for in conjunction with the formation of a RID by
either the petition or resolution method under Chapter 36.88 RCW and to
appeal to the Superior Court the decision of the Board of County
Commissioners confirming the final assessment roll; provided further,
it is recognized that actual assessments may vary from assessment
estimate so long as they do not exceed a figure equal to the increased
true and fair value improvement(s) add(s) to the property.
It is further acknowledged and agreed that at such time as a RID is
created or any County Road Improvement project is authorized by Spokane
County, the improvements required shall be at the sole expense of the
owner(s) of property within the RID or served by the improvements
without any monetary participation by Spokane County.
, The RID waiver contained in this agreement shall expire after ten (10)
years from the date of execution below. This provision is applicable to
the required curb and sidewalk on Eighth Avenue.
10. The County Engineer has designated a Local Access Roadway Section for
the improvement of Eighth Avenue which is to be constructed by PE-1740-
93 Pheasant Park.
11. The proposed plat shall be improved to the standards set forth in
, Spokane County Board of Cornmissioners Resolution No. 95-0498, as
amended, which establishes regulations for roads, approaches, drainage
and fees in new construction.
12. The County Engineer has examined this development proposal and has
determined that the impact of this proposal upon the existing County
Road System warranta the roadway improvements herein specified.
13. The applicant shall grant applicable border easements adjacent to
Spokane County Right of Way per Spokane County Standards.
_d -
, .
, .
,
Engelhard',. Sc,o4t
- ± ch
From: Hemmings, Bili ~
~Sent: Tuesday; Decembet~'10; 1996,1~0:55~AM
To: Todd, John,;. Pederson, John , ,
Cc:.~ Harpec; ~Pat;i'Engeltiard; Scott;.~Ftanz,,-Dean;
'Subject: Proposed,Short.Plat~No: -1'104-96 ~
~
I~received,,the; above~ r.efecenced ;proposal''on~ 'Dec: 10; 1:996. I'. reviewed the ~proposal. and since it~ is,~in"an -acea ,of
approved~.soils we;.will not require~a concept=dtainage pian': Tiie:notmal'~condition:fo~drainage plans,~shouldibe
included _in -ttie, condition*of ~approval• 'i
I
o ~
h
~
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PAGE 1 09:13:25 11 DEC 1996
Road# Road Names.......... MPost. Reference Descriptio Road Log Info..........
05865 8TH AV (START) 00.000 HAVANA ST (START) & U 16 PAVED 20
8TH AV 00.120 DEARBORN RD (START) U 16 PAVED 20
00.240 CUSTER RI? (START) U 16 PAVED 20
' 00.343 WILLAMETTE U 16 PAVED 20
00.370 CHRONICLE RD (END) U 16 PAVED 20
00.510 CARNAHArT RD U 16 PAVED 20
00.690 MCKINNON RD (START) U 16 PAVED 20
00.870 WOODLAWN DR (START) U 16 PAVED 20
00.990 FANCHER RD (START) U 16 PAVED 20
01.080 6TH AV (START) U 16 PAVED 22
01.120 D I CICEY ST ( END ) U 16 PAVED 22
01.240 EASTERN RD U 16 PAVED 20
01.370 DOLLAR RD ( END ) U 16 PAVED 20
01.510 THIER.MAN ST U 16 PAVED 20
01.550 ELIZABETH R.D (END) U 16 PAVED 20
01.630 BR.ADLEY RD U 16 PAVED 20
01.740 COLEMAN RD ( END ) U 16 PAVED 20
01.760 COLEMAN RD (START) U 16 PAVED 20
01.860 G I R.ARD R.D ( END ) U 16 PAVE D 20
01.870 GIRARD RD (START) II 16 PAVED 20
02.000 PARK RD U 19 PAVED 32
02.050 EDGERTON RD (END) U 19 PAVED 32
8TH AV (END) 02.080 EAST END OF ROAD
05866 STH AV (START) 00.000 DISHMAN-MIGA RD & DI U 16 PAVED 44
8TH AV 00.140 FARR RD U 16 PAVED 44
00.210 SUNDERLAND RD (START U 16 PAVED 36
00.270 WOODRUFF RD U 16 PAVED 36
00.340 WALNUT RD (END) U 16 PAVED 24
00.410 HERALD RD (END) U 16 PAVED 24
00.520 FELTS RD U 16 PAVED 24
00.640 RAYMOND RD (END) U 16 PAVED 24
STH AVE 00.660 HARMONY RD U 16 PAVED 24
8TH AV 00.710 QBERLIN RD (END) U 16 PAVED 24
00.770 UNIVERSITY RD U 16 PAVED 24
00.920 GLENN RD (START) U 16 PAVED 22
01.040 PIERCE RD U 16 PAVED 22
01.280 BOWDISH RD U 16 PAVED 20
01.530 UNION RD (END) U 16 PAVED 20
, 01.660 ROB I E R.D ( END ) U 16 PAVED 20
01.780 SR 27 (PINES) U 16 PAVED 20
01.920 HOUK R.D (END) U 16 PAVED 20
01.960 HOUK R.D ( START ) U 16 PAVED 20
01.980 COLLINS RD (END) U 16 PAVED 20
02.020 VERCLER RD (START) U 16 PAVED 20
02.050 VERCLER RD (END) U 16 PAVED 22
02.130 VIRGINIA ST (START) U 16 PAVED 22
02.180 WOODLAWN RD (END) U 16 PAVED 22
, 02.220 MORROW RD (START) U 16 PAVED 22
02.310 MCDONALD RD U 16 PAVED 22
02.430 CLINTON RD (END) U 16 PAVED 22
02.560 BLAKE RD (START) U 16 PAVED 30
02.590 BLAKE RD (END) U 16 PAVED 30
02.720 NfAMER RD U 16 PAVED 22
02.810 EVERGREEN RD U 16 PAVED 22
02.970 BANNEN RD (END) U 16 PAVED 22
03.030 BEST RD (END) U 16 PAVED 22
PAGE 2 09:13:28 11 DEC 1996
Road# Road Names.......... MPost. Reference Descriptio Road Log Info..........
03.090 REES RD (START) U 16 PAVED 22
8TH AVE 03.160 CALVIN ST U 16 PAVED 22
8 TH AV 03.220 WARREN RD ( END ) U 16 PAVED 32
03.320 ADAMS RD U 16 PAVED 22
03.350 MA.RCUS RD ( END ) U 16 PAVED 22
03.410 MAtI GOLD RD ( END ) U 16 PAVED 22
03.470 BURNS RD (END) II 16 PAVED 22
03.570 PROGRESS RD U 16 PAVED 22
03.670 ST CHARLES ST U 16 PAVED 22
8 TH AV (END ) 03.820 SULL I VAN RD
05868 8TH AV (START) 00.000 LONG RD (START) U 19 GRAVEL 14
8TH AV 00.500 BARKER RD U 17 LIGHT BITUM. 18
01.010 HODGES RD ( STP,RT ) U 17 L IGHT B ITUP+I . 18
01.210 COLONIAL DR (START) U 17 LIGHT BITUM. 18
01.330 GLENBROOK ST (START) U 17 LIGHT BITUM. 18
STH AV (END) 01.510 HENRY RD
05867 8TH AV (START) 00.000 WEST END OF ROAD U 19 LIGHT BITUM. 20
8TH AV (END) 00.160 TSCHIRLEY RD (START) U 19 LIGHT BITUM. 20
05669 8TH AV (LIBERTY LAKE 00.000 WEST END TO MCKINZIE R 09 GRAVEL 12
00.020 MCKINZIE RD (LIBERTY R 09 GR.AVEL 12
00.150 GARRY RD (LIBERTY LA R 09 GRAVEL 18
5 Records Processed
.S P f~ k f~ 1V L'. _ 9 ,x C ~)o Ll 1V "T' 1(
D€PAftTN1E`"T OF BViL[a(`G A1D I'LA`N1NC • A U[V'[SIC)N OF °I`HE PL:BLIC WARKS DEPARThiEN7
jAM.Es L. 'NLaNSOti, C.B.O.. DIRECTOR DEN;v* N1. Sc'o'r[', P.E.. Dtrt€c1'oit
RECEIyEp
~~C 1996
MEMORANDiJM
ce" Loneft
TO: Spokane County Division of Engineering - Transportation Engineering
Spokane Count,r Division of EnQineering - Development Services
Spokane County Division of Utilities, Jim Red
Spokane County Healih District, Steve Holderby
Spokane Couaty Fire District No. 1
ConsoIidated Irrigation District No. 19
Central Valley School District No. 356
Spokane Regional Transportation Council
FROrV1: J.1'odd, Planner
DATE: DeCember 10, 1996
SUBJECT: Proposed Preliminary Short Plat No. SP-1104-96
Attaehed is a copy of the application and proposed short plat map submitted by Morrison Cattle,
Inc. for the subdivision of approximately 1.15 acres into 3 residenrial tracts for those uses
permitted in the (Jrban Residential-3.5 (iJR-3.5) zone.
Please review this proposal and rzturn y our written comments and recommendations to me by
December 24, 1996. If you have any questions regarding this file, you may contact me at
456-2?05.
Enclosures
Copy without enclosures to:
1rtomson Cattle, Inc., c/o Bud Morrison (owner)
Charles Simpson, Surveyor, Clarence E. Simpson Eng.
HD-SP-i 104-96-ACiCY MEMO (CIRCU[.ATION)
1026 WESi' BROADtitiAg Av~.yt;E •SPOka.vE, bW:aSHsNc7o` 991-60
IiL II.DNC Pt°iO1E. (509) 456-367.5 • FAx (509) 456-4e 03
PL~NNItiG PtiovE: (509) 456-2205 • fiAx. (509) 456-2-143
TM (500) 324-3166
~ SPOKANE COUNTY PLANNING
PRELIIVIINARY SHURT PLAT Am
PAR AEC 319961
I
~IV15tt`~t1 01% W1LDlNQ IINI) pLANMMQ
A. GENERAL INFOltMA',I'ION: *
TIREPRESEtv'rA E: f1 (~,q.~~ ~ ~ 1~1! r.;c., ~ .
NAME OF APPLICAN
MAIL.IlVG ADDRESS: t-'C /J cdI~'f n
CITY: STATE: ZIP:
PHONE: (wark) 'I2 5s' 4,y.~-7 (home)
II+ APPLICANT IS N4T OWNER, INCLUDE WRITTEN OWNER AUTHORIZATION
FOR APPLICANT TO SERVE AS REPRESENTATIVE.
LEGAL OWNER'S NAME: n14&/66416-1-k C S/V r PHONE: •Z-7
MAILING ADDRESS: ~ of, lEuC.G /n -1i S
PROJEG"T/PROPOSAL SITE AREA (aeres or sq. ft) / ' jt- 4
ASSESSOR PARCEL #S OF PROJECT/PROPOSAL _ -5:5"1 ?1,.12 0 /
ADJACENT AREA OWNED OR CONTROLLLD (acres or sq. R.) , / • i3
ASSESSOR PARCEL #'S OF ADJACENT AREA OWNED OR CONfiROLLED
2
STREET ADDRESS OF PROPOSAL
EXIS'I'ING ZONE CLASSIFICATION(S) (DATE ESTABC.ISHED) U-12 ' 3..C
EXISTING USE OF PROPERTY y 1q
COMPREHENSIVE PLAN CATEGORY 1'~
SCHOOL DISTRICT oa-f'cltAw
FIRE DISTRICT * 1 WATER PURVEYOR r
PROPOSED USE OF PROPERTY:
Sing,le family dwetlings (-t) Duplexcs O Multifamily clweliings O
Manufactured homes ( ) Business ( ) Industrial ( ) Mixed Use ( )
Other ( ) - Describe:
LIST PRE OUS PLANNIN PARTMENT ACTIONS INVOLVING THIS PROPERTY:
B. LECxAL INFnRMATION;
LOCATION OF PROPOSAL:
SECTION TOWNSHIP ~ RANGE q'~
q4 4V 4;: G
NAME dF PUBLIC ROAD(S) PROVIDING ACCESS:
WIDTH OF PROPERTY FRONTING ON FUBLIC ROAD:
D4ES THE PROPOSAL HAVE ACCESS TO ARTERIAL PLANNED ARTERIAL (►/~YES IVO
NAME(S) OF ARTERIAL ROAUS ~
sp- llay -qr.,
PRELIMINARY SHORT PLAT APPLICATtON Page 2 of 4
LECAL DFSC[ZIP''ION OF PROPCRTY (Attac:h leg,al dcscription stamped by Land Survcyor). INCLUDE
LEGAL DESCRIPTION FOR ENTIRL MTO BE SUBDIVIDED ON PItELIMINARY SHORTI~T.
IF YOU DO NOT HOLD TITLE TO PROPERTY. WHAT IS YOUR INTEREST llV !T?
C. PRELIMINARY SHORT PLAT GENE'RAL INFORMATION:
NUMIIER OF LOTS: 3 GROSS AItEA: /_0 Sl 41~'
TYPICAL LOT SLZE: ~ PROPOSED NET DENSITY*:
SMALLEST LOT SIZE: MINIMUM FRONTAGE: D
PROPOSED SOURCE OF WATER:
Individual wells Public system ~ Private Coinmunity System
Other ( ) - Describe:
PROPOSED MEANS OF SEWAGE DISPOSAL:
Public sewer (A Community systcm O ScptiC tank and drainCcld O
Double Plumbing Dry Sewer Other
Describe:
UTIL[TY COMPANIGS AND/OR DISTRICTS TO PROVIDE SERVICE TO THIS FROPOSAL:
Electricity: WW P Sewer:
Gas: W wip Water Phane:
DO YOU, OR THE OWNER IN THE EVENT YOU DO NOT OWN THIS PROPERTY, HAVE ANY
PLANS FOR FUTURE ADDTTIONS, EXPANSlONS OR FURTHER ACTIVITY REI,ATED TO THIS
PROPOSAL? Yes No (A' IF YES, EXPLAIN:
D. PRELIMINARY SHQRT PLAT IMPROVEMENT INFORMATION:
LEVEL OF S'TREET IMPROVEMEIVTS PROPUSED: Private roads
Public roads Arterial roads Tract X roads
DESCRIBE ANY COMBINATION OF ABOVE:
ESTIMATED TIME PERIOD EXPECTED FOR COMPLETE DEYELOPMENT OF THE SUBDMSION:
t
pol° - I
IS PHASING OF THE FINALIZATION 4F THE SHORT PLAT PROPOSED? Yes Nn
IF YES, SHOW PHASWG ON THE PRELIMWARY SHORT PLAT MAP.
IS DEDICATION OF LAND FOR PUIILIC USE CONTEMPLATED (Parks, srfiools, etc.)? Yes No w
IF YES, DESCRIBE:
~ NET DENSITY IS UNITS OR LOTS PER ACRE MINUS PRIVATE AND/OR PUDLIC ROAD ARLA.
PR,ELIIVIIlVARY SHORT PLAT APPLICATION Page 3 of 4
• PART II
THIS SECTIQN OF THE APPi.iCATiON wll.L PROVIDE THE pLnNN1NG DErAiZTMENT STA.FF W1TH
WRI7TEN VERIr-ICATION THAT THE APPLICANT HAS HAD PRE-I.IMINARY CONSULTATIdN W1T"THE
AGENCIES IDENTIFIED. RLSULTS OF THE PRELIMINARY CONSULTA'CIQN SHALL BE INCORPORATED
IN TML PROPOSAL BEFORE FINAL SUBMITTAL TO THE PLANNING DEPARTMEN7'.
FIRE MARSHALLlFIRE DISTRICT
A. 'I'HIS PROFOSAL 1S WITHIiv FIRE PROTECTe(AVE O. /
B. ADEQUATE ARRANGEM~NTS (HAVE) IYO BELN MADE TO MEET OUR NEEDS
1N PROVIDING FOR AN AD.EQUATE WATE AND FACILITIES FOR FIRE
PROTECTION PURPOSES.
C. RECOMMENDED FiRE FLOW: OR UNABLE TU CAI,CULATE NOW
BECAUSE USE 1S NOT DEFINITIVE; AND WILL BE DETERMINEU AT BUILDING PERMTT
APPLICATION TIME. r /l
U. RE UIREMENTS WCLUDE: peu-sslati,
.~-~Q1~ll~'
FTRT D1STRICT 1 NATURE/'I'1TLE DA'IE
WATEIt PURVEYOR
A. SATISFACTORY ARTtANGEMENTS FO TIC WATER AND rIRE I~L.OW
REQUIREIVIENTS (HAYE) (IIAVE NO' BEEN MADE.
t /
D. REQUIREMENTS/COMMLNTS: f~~~ {,~l4i~`/~ ~#t ~C~/O i 3'N
~
~ _
~,,V~~t c!q ~ D,s~ AL11
WATER DISTRICT SIGNATURE/'T E DA1'E ,
COUNTY ENGINEER
A PRELIMINARY DISCUSSION HAS TAKEN P1.ACE AND GENERAL REQUIREMLNTS FOR ROADS
AND DRAINAGE HAVE BEEN DISCUSSCD WITH THE APPLICANT.
A. COMMENTS: ~
~
DA7E
4ASITURE E
COUNTY UTILITIES
A PRELIMINEIRY DISCUSSION HAS 1 AI{EN PLACE AND GENERAL REQUIREMENTS EOR
SUBMITTAL OF THIS PROPOSAL (HAVE),,4IiAYE NOT) I3EEN!jA TlSF1ED. THE DESIGNATED
WA'I'ER PURVEYOR FOR THIS SITE jS l , C.) 0 _'V►t 16 ►\-t" 5-7 r)
J
A. COA'IMENTS:(~ \ ~C~~ 1 ~ ~ Li'/
f -~t/~~ ~ _.t~- ~ j •
~SIGNAT~E A
HEALTH DISTRICT
A PRLLIMINARY DISCUSSI(jN HAS TAKEN PLACE " ERAL RCQUIREMENTS FOR
SUDMITTAI. OF THIS PROPOSAL (HAVC) I3AVE NOT) BEEIV SATISfIED. .
A. CqMMENfS: euoa-u t. LA-3~~-a~ 1- S G~ Q~
~
~ S1GNATURF../'ITI'LE DATE
SEWER PURVCYOR
A PRfiLiIviINARY DISCUSSION HAS TAKE-N PLACE AND GENEIiAL REQUIREMENTS FOR THC
PRQVISION OF PUBLIC SEWER ARE UNDERSTOOD BY THE APPLICANT.
A. COMMENTS: (ALi h c~)41v-F~ (?Gb,A~601`r TD [110)00-
I
' SIGNATUR.EJTITLE' A1'E
' , . . PRELIMINARY SHORT PLAT APPLICATION Page 4 of 4
• PA RT III
' ~L C. ~p SURVEYOR VERIT~ICATION P..,... ...,yi
ENSED LAND SURVEYOR. HAVE COMPLETED THC INFORMATI09" I
RE RIP'TION AND PRELIMINARY SHORT PLAT HAVE BEEN PREPARED BY MC
OR UNfSER ER N IN A ORDANC THE REQUIREMENTS OF THE SPOKANE COUNT
ZOlY1NG/SU ION, A ON ' LA S OF THE STATE OF WASHINGTON.
,
' `rdATE: z/z
t-a cid`A w~ r~ PHONE: TZCD •
- ~ ~a44~? ~ A-- ZIp: C't'`I Z
PART IV
(SIGNATURE OF PROPERTY OWNERS OR LETI'E-R OF AUTHORIZATION)
I, THE UNDERSIGNED, SWEAR OR AFFIRM UNDER PENALTY OF PERJURY THAT T'HE ABOVE
RESPONSES ARE MADE TRUTHFULLY AND TO THE BEST OF MY KNOWLEDGE.
I FURTHER SWEAR OR AFFIRM THAT I AM THE OWNER OF RECORD OF TFiE AREA PROPOSED
FOR THE PREVIOUSLY 1DENTIFIED LAND USE ACT'ION. OR, IF NOT THE OWNER, ATTACHED
HEREWITH IS WRITTEN PERMIISSION PROM THE OWNER AUTHORIZING MY AC°TIONS ON H1S/HER
IILHAI..F.
~
NAME: DATE:
ADDRESS: v~~tJ J~ ~~JC L~ciJ PHONE: '.lY'~y27
Co1`t S ZIP: Uo Z
~ 7
e- r~~ ~~a.~ ~ /y~.~~....Lr • 2. -
` ~ ltye
SIGNATURE OF APPLICANT Oft REPRESENTATIVE DATL
STATE OF WASHINGTON )
) ss:
COUNTY OF SPOKANE )
_ SIGNED AND SWORN OR AFFIRMED BEFORE ME ON THIS i DAY OF
1994, BY 1\c.~ . N,. . ) . ~ ~ . . 1~ -
, _
OFT=ICIAL SEAL
L ~ J~ ~ •..~►t►~'~ ~ <<~~ ~ -
AU►~(E CARVE
[NOTAIRYPLIf-I.,~; STATE OF ~:AS IPJ r TON
c:01 :~v'TY OF SPOKl. Not4 Pu~lic in and for the State of Washington
log N Y GAr,im Expires May I. 1999 Residing at' ~~-~t• t~l . a-
My appointment expires:
PART V
(TO BE COMPLETED BY THE PLA►IVNING DEPAR'I'MENT)
.
DATE ACCEPTED: 1;2 gy;
TOTAI. FEES: . RECEIPT
FILE U29 `
REV: 6112195 RP
.
•
SPOKANE COUNTY PLANNING
PRELIMINARY 5HORT PLAT CONFERENCE
~ AND SUBMITTAL CHECKLIST '
''n'p$
This preliminary conference form documents the information required for acceptance of your
a lication by the Spokane County Planning Department. It also provides information conceming
yo r pazticular proposal and issues and concerns that can affect your application. You will need to
- ' tain coTitact with the Planning Department as new informadon becomes available during the
application and review process which may change your proposal or affect the requirements for
your short plat. Professional planners are available for assistance and advice concerning your
short plat. Many applications require fees And compliance with regulatioas other than those of the
Planning Department. This document will provide general information and refer you to other
agencies/departcnenis.
~ Applicant: /~)19le IEI SC>J1) ,
Address:
• Phoae: (work) .9 1,r) -Z 4,A 7 (home)
" Parcel No.: Sec-Twp-Rge:
Location: A07' 9 ,P)tAs:41-s AAJ-7-- F ~
GENERAL INFORMATION
Type of Access: Existing Zone: 01~- 30 S
~ 4
Water District: Proposed Use(s): ~
Fire District: Number of Lots:
VWaste Water: Acres:
Comp. Plan: ~~111 Arterial Road Plan:
SITE SPECIFIC INFORMATION
Affected By: Aquifer PSSA Shorelines
Overlay Zone(s) Easements
Environmental or Cultural Resources
Critical Areas
THE ITEMS CHECKED BELOW MUST BE SUBMITTED W1TH YUUR APPLICATION.
s--
L~ PRELIMINARY CONFERENCE FEE OF $33 (REC ~ ~ ~ )
❑ PRELIMINARY CONFERENCE AND SUBMITTAL CHECKLIST
❑ APPLICATION FORM
Submit completed application on the atcached fnrm with all signature blocks completed.
❑ ASSESSOR'S SECTION MAPS
Submit 2 capies of current County Assessor maps showing the subject property outlined in
red and adjacent property owned or under option to the owner or sponsor (indicate adjacent
property with a red dashed line). Adiacent includes property located across roads and rivers,
~ etc.
C9 Assessor rriaps are available at the County Assessor's Office and must be current (less than
30 dayS oId) at the time of submiltal. Platted (1 "=200') and rangeland (1 "=400') parcel maps
must be obtained depending on your property locati4n. The m,a s are used for le al
noti.fication of ro e owners ad'acent to the bound of the otal g
P P rtY J ary configuous ownership
and/or controlled properiy (shown in red).
r
~
.f ~ .
. ~
PRELIMINAIZY SHORT PLA'I' APpI_1CA1'!ON pa~;e 3ot' 4
. PAK1' lI
THIS SECTION OF THE APPLICATION WILL PROVIDE THE PLANNING UEPAR'I'R4ENT STAFF W1Tfi
' WRIITEN VERIF[CATION THAT TfiE APPLtCANT HAS HAD PRELIN1[NARY CONSUI,TATION Wlq?Hff`FiE
AGENCIES IDEiVTIFIED. RES[JLTS Of TFlE PKEt,CtitINARY CQNSl1LTATION SFIALL BE INC',Oitl'URATED
IN'I'HE PRO@OSAL BEFO[2E F[NAL SUBh1ITTAL TO THE i'LANNlNC;DEPARTMENT.
FIRE MARSHALL/FIRE DISTRICT A. THIS PROPC?SAL IS WITHIN FIRE PRA'IECI'IAN DiS'[`jtlC`I' NCa.
B. ADEQUATE ARRANGEMCN'I'S (EiAVE) (HAVE NOT) BEEN h1ADE TQ NlEE7' QUR NEEDS
. IN PROVIDIAIG FOR AN AAEQUATE WATER SYSTEM AND FACILITIES FUK HIRE
PRO'I`ECTION PURPOSES.
C. REC4MMENDED FIRE FLBW: ; OR UNADLE TO CALCULATE NOW
~BECAU5E USE IS NOT DEFINITIVE; AND WILL BE AETER.MINED AT I3iJ1I.DING PERMIT
APPLICAI'IUN TIME.
D. REQUtREMENTS INCLUDE:
FIRE DISTRlC'f SIGNATUREITITLE DAT'E
r. WATER PURVEYOR '
~
A. SATISFACTORY ARRANGEMENTS FOit DOMESTIC WATER AND FIRE F1.OW
' REQUIREMENTS (HAVE) (IIAVE NOT) BEEN MADE.
<
D. REQUIREMENTS/COMMENTS:
WATER DISTRICT SIGNA aE DATE
COUNTY ENGINEER '
A PREI.IMINARY DISCUSSION HAS TAICEN PLACE AND GENERAL REQUIEtCMCNTS FOR ROADS
AND DRAINAGE HAVE BEEN DISCUSSED WITH THE APPLTCANT.
A . COMMENTS:
SIGNATURE E DA1'E
COUNTY UTILITIES A PRELIMINA.RY DISCUSSION 4K-N PLACE AND GCNERAL REQUIREMENTS FOR
SUBMITTAL OF THIS PROPOSAL ( AVE) (HAVE NOT) BEEN SATISFIED. THE UESIGNATED :
WATER PURVEYOR FOR THrS S. S A. COMMENTS:
~
SIGNATURErI'ITLE DATE
HEALTH DISTRICT
A PRELIMINARY DISCUSSION HAS TAKEN PLACE AND GENERAL REQLIIREMENTS FOR
SUBMITTAL OF THIS PROpOSAL (HAVE) (HAVE NOT) BEEN SATISF[ED.
A. COMIVIEN'1'S;
SiGNATURE/T1TI.E DATL
SEWER PUBVEY4R A PRELIMIlVARY DISCUSSipN HAS TAKEN PLACE AND CENERAI. REQUIREMENTS FOR THE
PRQVISI4N QF PUBLIC SEWER ARE UNpERSTQOA BY THC APP[.IGANT.
A. COM141ENTS:
StGNATURE/TITL.E DATE
Pc,rr-.c~vTE-R nAS,sPORZ'
5r 1 - -
uatc:
~ Numhcr:
. ~
Nutae - - Plionc
.
3.&
Ada~~ ~ -
Cnmments: '
f
- - u -
eCUSTOMER_ ROUTING
Division of B'uilding Plu:anig Div,' ~ sion _ -of Buildi ng.&_Planttin~~
& n
- .~y~•••~1'~ "l.`:.~.'~ A'..M~l•.YI'~'llYYV•••.-_•_. ~ I.•ht__.Y~.•I \~.V ~Y•• t ~
. ,
.v`~'%::'~. .M1~.,i! ~Yf ~tiY.. ~/i:~:~=~HlM1\_..:}..N:~s~.~Y ' fY.~.' 4\~~
y ~t~+~_-: ..;.•.sw..~,a~ - ;:~r ;::f:- :.ryS }i' ::r~. ~~$:s~:i~;. 4:: ti•:~~_-~•a'r. : ~,y.,.;
• f;' ~;t.ir+::~~5~~i;,k;ti: :=i'~:.,~`3; ` - . 4J ,<y. 'Y~; :;-~'rr;`••. 'ti Y . ~ x • f~`r~ '~~i:.~~
~~~~~a~~'.s~.~~t~;•~>_~~~:~u~.}k-...::~~:~;_~.,~:• '~~~S~Y~~cslP~?~~.:''-::x.rk ~'s=:-.. .~#~~~^~~~~'fi';~:~`~;, ' ;e'hr%:~~~
_ Addressing, _ s A'd'mia. ExcepUon Appcoach.Pertnit
_Buitding.Pernut Aiterial Rd Plan Info Ilood'-Ploin Permit
'Code.Inforinaiion Bindiag Site_Plan Iofo = Public/Private Roads
Commercial ~Review ~ Cert. of Exemption _ Res. 81dg-Permit Rev.
~ ,
_ : _ , . . • ~
Cojifcrtnce Comprehensive Plan ' Site Drainage Info ~
_ Energy Code lnfo =Cond: Use'Permit _ SubdivisioAiteview
_Fire;Safety Review s Nonconformieg Use Utility Pe.rmit
. , - -
:Manufactui+ed-Hofne Aeariit-Review Zone Ctiangc Iteview
~ -
_ Mechanic41'Permits' = Shoretines tnfo
:a
_ Othcr Acrinits Short Plat Iafo ND FEE REQUIR£D
: ; i.Wie+ver _ Time out
--]-Plumtiing Pemits 'Subdivision Info, L>
-
• , •.v
s ~ r ~v y r~ ;nA; . i'r v ~ ~ '~i(J~ '
Pnvaie Road--Info Temp• Use Pennit
~ Residend"al Review ~'Variance Appl. APA:Payment
, . _
_ Sewcr',Permits: _ Zorte Check Cem,of Exemptian i
, - -
: •
;Information Zone [nfo Subdivision Review
ULID/Sewer InCo
- _ - ,
Zone Chsunge Review,
, -
~NO FEE REQUIRED = NO FEE REQUIRED
.
11,0i6vc:r -Tinir=out ; Rey.imer 7ime out Reviewcr, Time out_
- - ~ I ~I ~ A4ASTi:'111i'/1SSt!(1121.CCR' J161VN
- I