SP-1105-96
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STO ~~ATER DRATNAG.E CA.LCULATIONS
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SHORT PL-AT I 105=96
NE 1N ot Szction 19; T. -23 N.; R. 43'E. W. VI.
Spokane Caunty_ Washinsiton
May 2s:,i g97
Amended Jan«ary 1-5, 1998,
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Prepared by:
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. Simpson Eii~ineers,.I-
M Nor-th ',909 Arganne Road
Sp.okane, Washingtoii 99212
Thc. :dcsign improvements sho~tm in, ttiis set of plans conform to the
applicablc editions .of the S,pokanc GountV standards for road and. scwer
' construction- and Spol:ane County guidelines for.stormwater manaizement.
AII clesip'dc~iations have -been .appTOVC,~d by thc Spokanc County
Engincer-. I-approvc these.plans for cunstrucfion QFFlCIAL PU3l.lr DQC 1l;1C, .4 T
SPOi(AtdE COUN'!'Y EitiG11qEE-R'r'0µ;=;-= ° I
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1. 'Stimmary ' PRalEcT 0
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-r1. StonmvaterDrainage Calcttlations: for Short Plah 10W COUN1"Y E N1~o`;~: r{~ (SE Ba`sin of Pheasant Park)
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I1i..-Attachments: - -
* Soils -Mapa and Tabizs
* Stormwater Drainaore Report. for Pheasant Parl: ~`N• McM~,J
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SformWater Drainap-e Report; Short Plat 11,:05=96
L SUNUVI.ARY: ~
This,.proiecc is the division of Lot 9 of.Pheasant Park plat into tour (4) Tracts; k B. C. and D.
The -deti~eiopment involves a,sinale bastn; the S-E :B'asin ot Pheasant ~ Park. See Drainaize i'vfap. The
basin. is, comp,oset of tvvo subareas;, I:) ~:grass tawns, and - 2) impervious, roofsz driweways, and
asphalz -paved streets. Stormwater flows over.l'and across roofsT Erass lawns, and dri~~e~va}►s and
'into grass drainaae- ponds: Stoc-mtivater from -asphalt* streets flows in the ditch, alonQ Eiizhth
Avenue, and into the grass -drainage pond:
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Tfie grass-.percolation area..,(drainage pond) was,calciilaved'to hoid the first 1/2" of rainfall runoff
over the asphalt street_areas.
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Figure 2; paee -6-3, of the "Guidelines for Storniwater Manas-emerit", by Spokane Count}°
Eneineers, was used for.-rainfall intensity 'and duration occumne -at a 10-year storm frequency.
The,Rational' and Bowstrinit Nlethods were used, to calculate the peak stormwater runoff for the
b;asin=- and the tvpe and number -of'drywells 'needed for the. basi,n based on-the storage capacitv ot
the .pand. .
In accordance with "Soil Survey, Spokane County. Washineton", 1968, the soii is cateeorized,as:
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,.GgA., Gamson graveUy loam; Gravelly, med_ium-textured, somewhat excessively drained soils
formed in gravelly ialacial ou'rivash material. ~
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StormWater .Drainage. Report; Short plat 1104-96
II. 'STORMWATER DRAINAGE CALCLji,A?IONS:
ln.-S`ncr31, ior ani,• drsinaie pond «ith'. 4:, I side slopis. the, pond, vol'ume: c:an be calculated ,nith nvo
components: the ,~-oiumc,-directlv :abo~~C 'the -pond floor plus- the,.volume above thc.. sidc slopcs. To '
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computc the voluine ~at -anvpond jng depth, onl~• ~n~•o parainct~:rs n~,~d to 'be 'kno%%n: pond floor an,la -and
pond floor perimi:ter length (bath are specificd' on. the Draiiiaae- Plan map).
Volumc is calciilated at-:6" depth for "248",trt;atmeat, atidat 8" depth,for-storage. as foIlo%v.s:
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Ac.6".depth:
Pond Volumc =(0.55,A. Aepth.-x pond floor arca) +'(1/2 s-,0.5 Y~':0: x pond Qoor pcrimetcr)
0.'A + 0':5,P ~
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At;B ~ dcpdh:
Pond-Volumc _(0.67 ft. depth x pond flooc -area)',+ (1/2 Y.0.67 Z2'.68 .t pond floor perimeter)
_ .0.67A + 0.89P °
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2.68 feet
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~--2 !0- feei ~ , - -
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• , ~ ~ 8" = 0:63 ft. ~ .
6" = 0.5:ft.
Pond Floor
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~ Stonnwater Dra~naee Report; Short.Plat 1 10.. 96
U. STOR'bIVVAT£R-DR.ANAGE. CAL.CUiLATIO.vTS:
SE 9ASTNN
Lo,cation.: northside' of.,Eiahth- Avenue. private road to Barker
Lots .Inciuded:. s(juth 14of Tracts A. B, C. and D (Lot 9 of Pheasant Park)
Area,
✓
Total Basin Area: 33.077- sq. ft. _14072 -acres,
4 houses per 1.9072 acres 2.1 houseacre
C= 0.23' for I.5-3.0 DU%GA ✓ I~Iwp'
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Storap-eReauired: ~ 'o ~
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a) Asphalt Paveinent =(15,5c365') ±(S' x 1 F.I. lV) +(12' x 350'),= 10,565 sq. ft-.
208" -Storage Required' o(10, 5-65- sq.. ft.')(1 /2"=12. in. per ft. ) = 440 cu. ft.v
b) Bowstring = 575 cu. ft. ± 1 Sinele Barrel Drywell, Type A (03 ) cfs out)
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Storade ReQUired
P,ond Name: -SE Pond ✓
Pond fioor, Area:. (25')(33' ) = 825 ft.
Floor Perimeter: C251+33'+'?5'+33~ 11,6 LF with 4:1 sloPes- on all sides
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Pond Volume, 6" deep: (0_5')(825 sq. ft.) +(1/?)(0.5")(2. _0,),(116') = 470 ct}, fr_ > 4=10,
P.ond V61ume;.-8'-' deep(0.67')(825 sq. t~.) +(1I2)(0,.67')(2:68)(116') = 657 cu_ ft. 575
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• TABLE l ~
RUNOFF COEFFICZEwTS FO. STORM SE'etERS
ROLLING kILLY
FLAT 2% - lUY. OVFR 1 Ury
Pave mp^t and 3oofs . . . . . . . . . : . . . . 0.90 0.90 J.9U
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Earth Shoulders . . . . . . . . . . . . . . . 0.:0 0.50 0. 500
Or?ves and Walks . . . . . . . . . . . . . . . 0.75 0.80 0.85
Gravel ?averer.t . . . . . . . . . . . . . • . 0.50 0.55 U. 6U
City Busiaess Areas . . . . . . . . . . . . . 0.8U. 0.85 U.55
Lawns, Sandy Soi I . . . . . . . . . . . . . . 0.10 15 U. Zu
lzw-n, :?eavy 5o;1 . . . . . . . . . . . . . . . 0.917 0.22 0.35
Grdss ShoL;de= s . . . . . . . . • • . • . . . U. 2.50 U. 2.5 0.25
'a SI. ooes, car zh . . . . . . . . . . . . . . U. 6U U. 6U J. :,U ~
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Side Slopes, T;:ri . . . . . . . . . . . . . . 0. 3U 0.30 U. 3U
Median Areas, Tur€ . . . . . . . . . . . . . . 0.25 0.30 U.30
Cu? t= :•2c Laad, Clay a^d Loa- 0.50 r~, SS U, 4J
Cultiva=•_d Land, Sa^d and Gravel 0.25 U.30 0.35
Indust: -;aI Areas, LigRt . . . . . . . • . • . 0.50 U. 7U 0.80
InduL ia 1 Areas, heavy . . . . . . . . . . . 0.60 0.80 U. 9U
°arks and Ce=etar:es . . . . . . . . . . . . . U. lU 0.15 0.225
Playgtounds . . . . . . . . . . . . . . . . . 0.20 U.25 U.30
Woodland and .7orescs . . . . . . . . . . . . . 0.10 0.15 0.20
Meadots anQ Pasture Lar.d . . . . . . . . . . . 0.25 U.3U U.35
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*SINGi-T F.:~liLY RLSIrar\«aL
(Uweiliag liniti =coss Acre)
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U-I . U DU/GA . . . . . . . . . . U. 15
1.0-I.5 D'J/ GA . . . . . . . . . . 0.20
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~I. 5 -3.U, CU,G.... . . . . . . . . . e(?. 25~
3. o-3. 3 76%,li /Gn . . . . . . . . . . U. 3u
3.3-4.u L:;/Ga . . . . . . . . . . 0.35
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1~-o. 't? DGA . . . . . . . . . . 0.40
6.L-9.4 D4/GA . . . . . . . . . . V.6U
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9.0-15.0 Cr,:• ~Ga . . . . . . . . : . U.:7U
* as se s ::at 10r- ^:us cae-har: s••z-1~h o: sbut-_ng s-r~e,:. Other ;.-r.:isur-
a:i~r.s shc::;,_ :.^ec':-,- -v comb:..ing runor: :acto:s :zr eac:: ~
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' RA i IONhL rOR(ViUUA HYDROLOGY 3t 301NSTRING tVIETHOC. DETcNTION BASIN DESIGN
DRAINAGE BASIN ANALYSIS for 10 YEAR STORM EVENT
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Date: Ot/i5)98 Project Name: S.P. 1105-96 Project Nurnber: 12786
Design: KWM. Site Locahon: NE 1!4 of Sec. 19. T,25 N.. R. 45 Eoisk Fite BS• bavrsimgtt0',i27es :vb1
Basin Name: SE 3asin Description: south 3/4 of Tracts A. 8, C. and D
Pond Name: SE Basin north side of Eighth Ave.. private road to 6arker Rd.
SUBAREAS: TIN1E OF CONCENTRATfON (minutes):
Descripbon Acres c A'C Tc (overiand flow) Tc (gutter flow)
1.5 - 3.0 DU/GA 1.907 0.25 0.4768 Ct = 0.15 L?_ 52010
Z1 = 3'"L 1 AS - 20 ' Z2 = 3 ~
N(X) = 0.016 -e B = 0,0e
S(a) = 0.02 ~ n = 0.025 e
s = 0.007
Tc (A) = 0.24 d = 0.512
Total Basin Area, acres = 1.907
Composite Runoff Coefficient = 0.250 L1 (B) = 0 Tc (gut) 4.48
Combined (Area ' Runoff Coefficient) = 0.48 N(B) = 0 Tc(A+B) 0.24
S(B) = 0
Tc total 5.00
Tc (B) = 0.0 Intensity 3.18
Holding 18.53
"208" DRAINAGE PARAMETERS: ~ Q(est) 1.52 c.f.s.
Impervious "208" Area = 10565 sq. ft. ✓
"208" Volume Provided = 470 cu. ft. Time of Concentradnn = 5.00 rninutes
Storm Storage Provided = 656 cu. R.
PEAK DiSCHARGE, 10 YEAR STORM:
BOWSTRiNG CALCULATIONS Q= C' I' A= 1.52 C.F.S.
#1 #2 #3 #4 #5 #6 #7
Time Time Intensity Q dev. V in V out Storage
Inc. tnc. NUM6ER and TYPE of DRYWELLS PROPOSED:
(min.) (sec.) (inlhr) (cfs) (cu. ft,) (cu. ft.) (cu. ft.)
~~►'ov, ►.'.3~ %-Jua. 02) ~~•.:o~ i .s~iyi~-~aiiui (51JURdnG VUuCICy iype h)
0 Double-Barrel (Spokane County Type B)
5.00 300.00 3.18 1.52 610 90.00 520
Outflow Provided 0.3 c.f.s.
5 300 3.18 1.52 610 90 520
10 600 2.24 1.07 750 180 570
15 900 1.77 0.84 846 270 576
20 1200 1.45 0.69 900 360 540 "208" TREATN1ENT VOLUME:
25 1500 1.21 0.58 924 450 474
30 1800 1.04 0.50 943 540 403 Required G.P.A. ponding volume:
35 2100 0.91 0.43 955 630 325 Impervious "208" Area x 1/2" = 440 cu. ft.
40 2400 0.82 0.39 978 720 258 volume prowded at 6" depth = 470 cu. ft.
45 2700 0.74 0.35 989 810 179 OK!
50 3000 0.68 0.32 1006 900 106
55 3300 0.64 0.31 1038 990 48
60 3600 0,61 0.29 1077 1080 -3 STORti1 STORAGE VOLUME:
65 3900 0.60 0.29 1145 1170 -25
70 4200 0.58 0.28 1190 1260 -70 141axirTium storage required = 575.62 cu. ft.
75 4500 0.58 027 1229 1350 -121 vQlurne provided at 8" depth = 658 cu. tt
80 4800 0.53 0.25 1239 1440 -201 OK'
85 5100 0.52 0.25 1290 1530 -240
90 5400 0.50 0.24 1312 1620 -308
95 5700 0.49 0.23 1356 1710 -354 DRYWELL REQUIRENIENTSe
100 6000 0.48 0.23 1397 1800 -403
1 Single (Type A) 0 Double (TYPe 8)
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50IL SURYET , ' SPOI"i.A.~'E COtJ\'TY, N~$FiI~GTON P.? -
i
T.1~LE ti.-brii~ JiSCriptior~S oJ soils and their' ~Atamated physual and ch~mical prnpcrtifs-Contuzued ~
~ - Cla~sification ; ~ ~ ~~sification-Coatioued Percentage pu~~ing sic~•r--
, Depth ~ :~~ap Soil uame ~ Description ot GaU ~nd site fram a~•a,ilablc
armbol ' sudace Permeabili6}' ti~~ater Reaction Dinpersion Shriol•sa~eU ~ t:D:1 textur `o• ~ ~o. 10 \o. ^00 capacitti• {1:~ dilution) poteatia! Shrink-sn-ell potential
e tinified A.~SH4 (4.i mm.) (2.0 mm.) (U.U~~I i mm.)
j ! ~
. daC Drugaon atony silt loam, 0 to 30 perccnt Similar to Dragoon silt loa,n, 0 to 30 percent t, ~p, pn Ar, a► o~ ~+t ox
alopea. slopes, except that the suri.lce larer is ston~. ' Ds0 Dragoon ston}• silt loam, 30 t~ aS pcr-
cent slo es. P
~ • Dv D Dragaon ven rockS complez, ?0 to 35 Drasoon part similar to Dr,~oon silt loncu, 0 to ~
perce~~t slopes. ~ 30 rcent slopes, except that depth to bed- , ~ ~ roc • rn~iges from 10 to '?0 inchea. Rock out~
cro included in this com lex. ~ P P .
n ~ FKB Eloila st7t lonm, 0 to _0 percent slopee. 1ledium-textured, acll-drnined soil tormad from 0 to :4 Silt loam. . , ~ . ~ • gl~cial till contsunu~g a large amount ot ~rol• ~ 1tL-CL..._ A-~.._.. 83 ta 95 SO ta fl5 60 to ~0 0. 8 to M 3 0.1~ to 0. .0 8.1 to 8. 3 H~gh____.._ Loa~ to ma . Low to mod.
erate. canic ash in the surfuce lsr•er; underluin bp 24 to 44 Gravelly loam_____ i _ ' S1L._..._. ~1 4_._... i3 to 85 ~i0 to 80 35 to .i0 0. 8 to 2~ 0.1_ to 0.14 6.1 to 6. 8 High:__._.. Lon. emte. Lon.
~rave) nt depth of 30 to BO inches; occupies 4~1 to 53 Cery gra~•ellq sand~• ~ , . uudulsting, morai~ielike topograph~•, lonm. ~
53 to 60 Gra~•el.__..__._ i G~i___._.._ A-2.__.__ 30 to 60 2U to 50 ~ to 15 0 to 14• 0 0. A6 to 0. Ofl 6.1 to 3 High...__.. Lo~s•, GP.___.... A-1_.___. ~ to 3~ 10 to'0 0 to 5 ~1C 4. Q~ to 0. 06 6. 6 to i. 3 High.___... Lon~. Lon•. Lon.
EIC Eloika ~rery stona silt loam, 0 to 3(1 per- ,~imilar to Eloika silt loam. 0 to 2~ nercent Floues. ceut sln~es. ~ excepc thut they ate Lery swny throughou~
EID Elo~►a vcry stoa~• silt loam, 3Q to 33 ~
percenL slopes.
m mdeut silt loam. 1ledium-t~xtured, someR•hat poorl~~ drained, 0 to ?B Silt loam _ _ _ _ _ . . . . , . . _ „ . , i alkal{ne soil lormed in allu~~i~im from calcur- 1iL-CL..__ A-~f....__ 93 to 100 94 to 100 90 to 9a 0. 8 to 2 a 0. 1 ~ to 0. ..0 r, S to 9. 0 Nigb..__... Laa to rooc _ Lon to rood-
crate. I eous silt, ~rolcanic ash, nnd diatonite; depth ?6 to ~1 ~'er~• fine sancly crate. _ Loa•.
ta nuter table fluctnates from near the surfnce loam. ~IL________ ~►-4...___ fla to 1Q0 90 to 100 BO to i 0 0, S ta 2. .i 0. 1 ~ to 0. ?0 i. ~ to 8. 4 1loclerute._. Loa', to about 6 feet. 41 tq 60 Sandr ela,r• lonm. ~
CL_.__.._. ?~-6.__._. fl5 to 1~0 fl0 toD3 8~ ta UO 4, _ to 0, R 0.1~ to _0 B. G to 3 Lon•_____.. .lioderate. Fa B Freeman silt loum, b to 20 pcrcent ~'cr~~ deep, moderntel~ n•ell drained upl~nd soils 0 to 22 Sllt loam. _ . ~ _ ltoderate.
slopes, r•ith medium-textured s«rface layer and roedi- ~ JIL-CL_.._ A-4._._.. 93 to !00 90 to 100 80 to 90 0. 2 to 0. 8 0.1~ to 0. 20 6. G to 3 Jiaclcrate__. Laa• t4 maa en►te. Fa Freemnn s il t laum, 3 tu 2 0 pcrcent um or mo dcratel~ fine textured subsoil; formed ta i? Sqtq clar loam.__. Lon• to mo-~
slopa, severelr eroded. from silt on roUing to haly uplands. CL.__.__.. A-6....__ 9a to 100 90 to 100 $0 to 90 <Q 0' 0. 1~ to Q. 2f? 6. 6 to 3 Lo~'___._.. 1(oderate. FaC3 Freeman silt loam, ?0 to 3p percent
slopes, se~~crely eroded. I
, ~m Freah ~vater uwrsh. Shallo~r, swa,m v, tntermitteat ponds and I I
fnages a.roun ~lukes that ha~~e u 9uctunting ; ~ nater table. Engineerin cl~tn is not gi~~en,
as lsnd type fs too vuri3b e. ~
~ G~,C3 Garfield silty~ cl~y loam, 4 to 30 percent 1'ern deep, aell-drained soil de~~eloped in loesa 0 to 8 Silt}~ cin}• loam___.. ~ ~
slopes, aeverel~~ eroded on nd eto and 1-nobs on the rotlii► to hillr S ta .3 Silc~• clgr_.._._.___.i ~ C~._.____. A-fi_.__._ 9o to 100 90 to 100 80 to 9~ 0. 2 to 0. 8' 0.1" to 0. I8 8. 6 to 3 Lom.._.._. ~iodetate. 8 • - • ~ CH..__.__. A-7._.___ 93 to 100 90 to 100 90 to 95 0. a3 to 0. : 0. 14 to 0. l~ 6. 6 to i, a La~r..__.._ Hi h. uplan e in the Pnlouse aoU area. ?3 tfl 84 S~7ty cluti• lonm___. ~ Hlgh.
I ~ CL_ A-6...... 93 to 100 90 to 100 90 to 93 U, 2 to 2. 3 0.1 i ta 0. 20 6. 6 to 3 Lo~r..... biodernte. ~ GQA Gnrrison grnvell}• loam, 4 to a atcent Gra~•eU~, medium-textured some~r~hnt exces- 0to 15 Gra~•ell loam..____.~ ! . . _ _ Dioderate.
p ' ~ ' y. . , S1I.____... A-4______ 6a to S~ 40 to SO 3~ to 50 q, S to 2. 3 0.1? to 4.14 6. 6 to 3 Aioderate Loa~. alopea sivel}• dra~ned soiIs formed ia grncell~~ glacial 1~ to ~ ~'ery gra~ellti loam_ . I , ~ I Lo,t
~ • ~ GII.__.._.. A-?.___.. 45 to 60 30 to 80 3 to 15 b to 5. Q 0. 0~ to 0. 10 6. 6 to 3:1lodcrate__. Lo«•. ~EB Garrisatt gra~ell~ loam, 3 to .0 percent out~r~h mntenal from a vurietc of ACId, ~S to 60 &and, a~~el, and , , ~lopes. ~ igneotis urent roc~• on aeArl~• le~~el to mod- cobb eatones. i ~P_ A-1_.__.. 25 to 35 10 to ?0 0 co 5 >10 0. 04 to 0. 06 6. 6 to 3 High______. La~. , I. , 1
er,~tel~ oping t~rmces; dept~ to mixture of sand, grn~•e1, and cobblestoaes rnnges irom
to 5 feet. ~
: ~ Carrlson eerr gru~•e11r Io~m, 0 to S 5imilar to Cnrrisoa gra~•cll~~ loam, exeept that 4 to 15 1'e.►}• ~a~~ell~ lonm. _ 7
ercent slo e. the surf~ c • ~ g ''~I---.-..- A-?.____. 30 to 84 20 to 30 5 to 13 2 5 to 5.. U 0. OS to 0. l0 6.1 to 6, 8 ltodernte_.. Lon•. ~ p p c a e l n r e r i s e n• g r; n• e l l r. 1 ~ t o # 4 1 e n• v e ll~• l o a m. , • 1 l_..___._ A- 2______ 4 S t o 6 3 3 0 t o 6 U 3 t o lb 5 t o b. 0 0. O a t o 0. l 0 6. 6 t o i. 3 ~ f o d c r,► t e.__ L o~, ~ ~ 1 t o 6 0 S a n d, v e i, s a d ~ P ?0 0 to 3 1 0. 0~f to 0, OG 6. to " N' L L~•.,
c o b b A- 1------ 2 o t o 3~ 1 0 t o 1 0 6,. 3 ~ 8 h------- L o~ r. estones. ~ I ~ I
~y~c f ' Gamson ~~en~ ftonc lonm, 0 to 20 Similar to G~rrisan gtu~•ell}• lonm, except tbat I
percent slnpe~. thc surfuce li►~•cr is ~•en• ~tonr, ~ . . . ~ ,
G r. h , Glenrose eilt losm, 0 to 3 percent alopes. ~'err drrp, meclium•textured, n•elf-drained soils ~ 0 to 73 Sut loam__ e . , GoB ~ Clenro~e silt loam, 3 to?0 rcentslo es. fonued from acid i neous lacial till surface ~i~CL_ A-~_.... SO to 9~ r5 to 0~ GO to SS 0. S ta 2, 5~ O. lr to 0.20 6.1 to 7. 3 I►Ioderate.. Lan to ~ Ae F R 6 , ~ ~ 7
~~uC Glcnrose silt lon►u, ?0 to 3q perrent lu~~er in9uencad bti~ lo~s and ~•olcanic a~h; on ~ moderate ~ slo c 1 i ~ I P~+• genti, ra 1 ng to steep uplauds. i~ ~
u~..- Gi~~r,ro~~~ silt lnam, 311 tn 5~ r~~rc~~• i ' >1~~1~~,,: i ~ ~ ~
f ~ ,
`
OFFICE OF THE COUNTY ENGINEER
SPOKANE COUNTY, WASHINGTON
TO: Jeff Forry, Department of Buildings
FROM: Bill Hemmings
DATE: Wednesday, June 18, 1997
SUBJECT: B.C.C resolution #91-0882 Implementation (July 2, 1991)
Attached are the individual lot plaas for each lot containing a swale in SHORT PLAT 1105-96, plat #
SP-1105. Please give the appropriate lot plan to the individual applying for a building permit on the lot,
so they can draw lheir house and approach to scale on the lot. We will need this plana and the
corresponding $1,000.00 cash surety, in the form of cash, tetter of credit, or savings assignment, before
we can issue the approach permit. Also attached are the letter of credit and savings assigament forms.
.
. "AGREEMENT"
in consideration of the issuance of a building permit for Lot , Block ,
SHORT PLAT 1105-96 (ptat) plat # SP-l 105
(Developer)
has deposited $1,000.00 with Spokane County as securiry for full and faithful performance by Developer respecting certain drainage
facilities and sod in accordance with the drawings and specifications as submitted to and approved by the Spokane Caunty Engineers
Office on
(date) 199 .
Developen cereby agrees tbat should such drainage facilities aad sod not be constructed in accordance witfi the approved
drawing within six months of occupancy, Spokane Counry may then use the security to bri.ng these facilites and sod into confonnance
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 Devetoper any unused funds upon satisfactory completion of these facilities and sod.
NAME 8c ADDRESS 'f0 BE RETURNED TO:
(Developer Sigoature)
~ •
. "SAMPLE LETTER OF CREDIT"
"(USE BANK LETTERHEAD)" (BANK NAME
ADDRESS ZIP CODE
PHONE # AND OTHER INFORMATION
IRREVOCABLE LET"TER OF CREDIT
AMOUNT: $1.000.00
NO.
BENEF1ClARY:
SPOKANE COUNTY ENGIlVEERS
1026 W BROADWAY
SPOKANE, WA 99260-0170
SUBJECT: LOT BLOCK SHORT PLAT 1105-96 (Plat)
PLAT# SP-1105. (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 (Doliacs) ($1,000.00) , for the account of
(developer).
'flie draft, drawn under this Letter of Credit, covers the assurance of completion of installation of storm drainage, drainage
swales, sod and other work a.s is incidental and related thereto in accordance with the drawings and specifications as submitted to and
approved by the Spokane County Engineer's Office on (date), and is to be accompanied by the following
documencs: written request by Spokane County Engineer's Office to (bank), at
the above address indicating noa-completion of all or any of the above improvements and that amount of money required to compiete
such improvements.
We hereby agree with the drawer, endorser and bona fide holder of this draft, negotiated under and in compliance with the terms
of t6is credit, that said draft shall be duly honored upon preseatation 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 County to the bank. (developer) shall be responsible for airy cost
incurred by the county in excess of the amount of secwity.
Drafts, drawn under this Letter of Credi4 shall bear on their face the words
Drawn under (bank)
(bank address)
Credit No. Dated
Bank Name:
By:
(authorized signor)
1 I . ASSIGNMENT
For security purposes only, (developer)
hereby assigns to SPOKANE COUNTY, a political subdivision of the State of Washington, the following:
Savings Certificate Number
in the face amount of $1,000.00
and held in and by
Bank of
Branch
(bank address)
T6is assignment is made as security for full and faithful performance by
(developer) of certain drainage facilides and sod for LOT BLOCK , SHORT PLAT 1105-96 (Plat) Plat # SP-1105
in accordance with the drawings: and specifications as submitted to aad approved by the Spokane County Engineers office on (date)
, 199 .
Any interest benefits accruing under said savings certificute shaU remain the property of
(devetoper). Said savings certificate to be released to (developer)
any other party only with the prior written consent and agreement of Spokane County.
PROVIDED, FURTHER, t6e undersigned does hereby authorize
(bank) to pay over to Spokane County all or a sufficient portioa of the monies in the savings certificate referenced hereinabove upon
written documentation being received &om the Spokane County Engineer indicating that the purposes for which the savings
certificate wa.s assigned have not been fuliy and faithfuliy performed as required and a statement of that amouat 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
obtigation. Upon receipt of such written documentation, (developer)
hereby authorizes (bank) to release to Spokaae County tfiat
amount of money requested up to the maximum amount in the savwgs certificate.
(developer) shaJl be responsible for any casts 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 personalty appeared before me , to me lrnown to be
the individual described in and who executed the within and foregoing insavment, and acknowledged that signed the same as
frec and voluntary act and deed, for the uses and purposes therein mentioned.
GTVEN UNDER MY HAND AND OFFiCIAL SEAL this day of .199
.
Notary Public in and for the State of Washington, residing at Spokane
~ ~ . - . .
ti0
1N. McM
34 , , I; ; • Bu 1 ng k ~ "~"ski
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~ Pohd Floor i Area = 825 s9,+t, 2o7G.5
0(~ I I '
i I I Drywell,Type A
i . ~ ~ m Me~al fro,r+le and Grate,_T~ype 4
S p o k a h e. C o u niy Sta+ndara
ToQ olq Grate, 2011.0 Scale
5tw. 9+15o 2a' left of q StHAve. p ►0 20 40
~ ~ I I
20f
~ . , , MAY 27, 1997 1~16~98 Revised braihage Pohd
% TW%s is not ah.as-bu~lt araw~O+yR ~ p SIMPSON ENGINEERS, INC.
' AnyModificat~onstoAlnisPlat►pfter TRACT B CIVIL ENGINEERS 8 SURVEYORS
tlnf- aat& o„ thG Ehglaear'g 5iamp - SHORT PL AT I I 05 - 96 N. 909 ARGON NE ROAD
~ ~ vo~os tht Ehg~neeh's 5~avnP.
j . SPOKANE, WA 99212 PH- 926-1322
.
i.
1>l9r' `~~0~
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. T . . T
SPOKANE COUNTY ENaINES'S.OFrICE
-CONSTRUCTION P _
L
PROJECi' IP ~ - qilo
QATEACCE°TED;
'ACCEPTANC,E, EK?IAE.S:` ~ , ~ ~ ;
CONS7RUCT,ION, DOCUMENTATIQN ANd CERTIFIEI7 RECORD QAAWINGS AR~ REQUIRED PRIOR~ TO COllNTY
ACCEPTAIVCE-AND ESTA9LIN41VIENT`OF THt ROADS.AND
DRAINAGE FACII:ITIES'FQR MAINTENANCE, ,
. . . _ , , 1
„208 POND : SECTION DETAIL
~
• Q NOT TO SCALE
Y Y
U J
o x x BACK AND SIDES OF "208" POND
tn o o TO BE HIGHER THAN PAVEMENT SIDE
>
0 0
o~
a o U. i
w m o o ,
. , , ,
0 lx z z ,
POND ENTRY ° ~ a a
~ AS PER PLAN, 3' MIN. VARIES 4' MIN. ~
31 ~ DRYWELL GRATE IINE POND WITH GRASS SOD ~
r
4:1 Zi
S pE
LOAF , ol to
JAW VWF/MffAvAlb CONCRETE CURB INLET. SLOPE SOD TO TOP OF DRYWEIL
TYPE 1 Sf'OKANE C0, STD. 4" Po~nANO 1 t
CEMEN f CONCRETE t DRYWEIL } "208" POND FLOOR
PLAN 14EW: NOTE : Pond floor elevation on plan is top of sod.
POND ENTRY ~ NOTE ; All drywells shall be installed wilh filter
,
~ -j fabric (AMOCO #4545 or approved equal
.
~
around the Dr eil barrel and between
~nspHn~r
M~~ lhe Drain rock and excavated lateral ground.
~ 3, ~ L=2' MINIMUM OR AS NOTE : To collect sediment, a4'x4' (min,) piece of filter
. CDGE 0~ PAV'T. SPECIFIED Ory PLANS fabric shall be placed between the dr well rin and
OR QACI( OF CURB y 9
cover when the drywell is installed, then checl<ed
periodically and cleaned of sediment. Once grass
J\,W. M~MG hos been established in the drainage swole, fhe
~ 04 v►'Asy, C. . fabr'tc shall be removed.
~!W,~' Z ~ ~ ' " • `.a
DEJAIL „A"
28518
0 f~~ 1946
~ 6impso
AL ~'ss,n En m'neers, lnc.
ov~ CINI ENGINEERS k LANO SURVEYORS
N,905 AfiCONNE Ft0A0
EXP pATE 1U/4/ SPQKAME, WA 99212 PN 918-1322
i
~
sPOKANE couNnrENGiNEEA's oFFIcE
-CONSTRUCTION PIANS•
PRO,,ECT,#:..~~,1P. I l a)S-~~. -.,;I
OATEACCEPTED~
.
ACCEPtAIdCEEJ(PIRE5:
CONSTRUCTiON DOCUMENTATf OW. AND CEq1TFl~~'
;REC~RO OrAWINGS~ AfiE,REQJIREO PRIGri TO~
CCUNTY '
AccwOraYcd Ai~o~(Es=A~~l:ISHhi:tir- oF t14 .E aOnas aNO
►~apa:~ai~aTMNkNcE
p .
, ►o u-t "V;~t~y;
~ ~~5~ 6~ i 4~ lo' ~ : I ~ ~ , .
Set'b*ck a ~
N oo° o.o 01' E McM~~ ~
x
110~30' ~~3G;,oo'
, ~ ~ ~
' I I j~: I 2~28 78, 91
♦~m~
. ~ D~r c►~v,age ~ ~ I ~ ~ , ~ , ' , ' - .
' EaSeMent EXFDATE;10/4/~(~ ~
i 3D'
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2g,
T R AcT B , . . co
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N 9 .
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N 006 00~ I'7u
~ , - A''
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~ ~~M ~ ~ Drywell, Ty~pe A ~
m I
I in Me#al frame and Grate,Type 4 .
I ~ ~ j m SpokA~ne. Co,uh~y S~Anaard
~~I Toe o'F Grate, 20~1,o Sco►le .in Fee~
~ 41 5to►.9'~'15~2'8' left of C.. STHAve.
0 10 20 4p
i ~ - - T=3.o'
I" = 2p~
~ MQY 27,, 1997
is hot ar► as-bui,l't araw*%%%
g.. n
. a
Any',Modifications~to~tti~5,plo* o,fter , TRACT 8 S,INiPSON EIdGINEE,RS~ INC.
. t~vi ,aate,; o;n~the. Stigineer,'S; 5{amp CfVI L E~NGINEERS ~9 SURVE-YORS
, Vo,l~Dy the Ehg~heer's 5tatin,P. ; SN4RT-PL.QT 1 ~05 - 96 N. 909 ARGONNE RQA'D
~ • SPOKANE-,, WA 99212 PH'' 926-132,2'
n Y~
- ~ i /~Yr 1.- b4 ~~J I~~~,°.~~ x` i~ 1~~ n •
tY'7 '~~y` 'ke: ~Q,~ ~~i
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q' _ 3 7
° '1 D (
e
~
PLWs.
PO'~AN~ ~~N ~~f ION
,CpNST~~
p~p~ TED' lo.~a~9
DA5E
ACCEPTr~''~~ ~P ~'1QN p Ta • Jjr,~Epse
Dd"~t~ ~hENTA
~ p~?~'IQR v`~G5
co~~ ucTjc~N
ii3GS Ai~. . CC~t~1c .
rc)R CQN;rtR~1C~lON
nF
a~r. .
L
"208 POND : SECTION DETAIL .
.
~ 0 Y NOT TO SCALE
Y J
U
. Q ~
M o BACK AND SIDES OF "208" POND
> N °o o,TO BE HIGHER THAN PAVEMENT SIDE
ao ~ ~
o~ o o~
POND ENTRY W 0 a a
AS PER PLAN, 3' MIN. VARr. IES 4' MIN. ~
r~ 3~ DRYWEIL GRATE UNE POND WITH GRASS SOD
y
~ •l Zi
SLOPE SOD TO TOP OF DRYWEL~L,-- ~ ~
CONCRETE CURB INLET, 4° PoRnANo
TYPE 1 SPOKANE C0. STD. ~ ►
CEMENT CONCRETE t ORYWEII 1 ,'208" POND FLOOR
PLAN VIEW; NOTE : Pond, floor elevation on plan is top of sod.
POND ENTRY NOTE : All drywells shbll be installed with flIter
:t~~;~ ; fabric (AMOCO #4w545 or approved equal
~around the Dr eU'`tzarrel and between
~ASPHALT~~ ~ ~
the Drain rock ond ekavated lateral ground
1r3 ' "L"=2' MINIMUM OR AS NOTE : To collect sediment, a 4 4' (min.) of filter
E D E O F P V'T. SPECIFIED ON P L N S fa br ic s ha l l be lace d betw dr ell rin and
OR BACK OF CURB p ~ g
cover when the d ' nst led, then checked
periodically and cleaned of sedi t. Once grass
has been eskablished in the draina swale, the
fabric shall be removed.
~
' DETAIL "A " FemdW 1640
, 6impson Enginem, Inc.
CI1AL ENGINEERS Qt LAND SURVEYORS
N,909 ARCONNE ROAD
SPOKANE. WA 99212 PM 916-1322
. - ~
.
- . . -
SPOKANE'COUNTY ENGlNEER'S Ol=FICE
-CONSTRUCTtON pIANS-
- PaoJEcT* V=,io~f
pATE ACCEPTED; 6-1a-97
ACCEPTANCE D(PIRES:
CQIVSTRUCTION, DOCUMENTATION AND GERTIFIED ,
RECQRQ DRAVtrINGS AflE' REQUIRED PRIOH TO RELE.ASC •
pF QOND FOR CONSTRt1CTIOll. EN'.:lNEE91rJG
- - . ,
f ♦ h N• ~ ~ ~ 0 ~ •
~ 15 (c410~
I ~
3d i5u*%ldtng Seflback
1 r ( z5' ~ 4' pt~ we11 1 ~ A
~ ~ ~ ~ ( y ~ yP
I Met'al Fra"e a+nds o►ndarl~ ~e 4
Couhty Scale ~n ~eet
~'oQ of Gro►tc , zo~l,o
~i ~m in~ 5to►, 9vi5, za' left oi C~ at~Ave, o l0 20 40
6I I~ Pond f 100r; Areo► ° 825 sq. ~lev, 2o'i6.5
p, 2 p'
~ Dt-ainage Eas~+ment
ol ~ ~ Lzs,` ~4.1. N oo°oo t-i" ~
.
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~ T\►is is t►ot ah as•bvM araw+n . , ° MAY 27, 1997 S IMPSON ENGiNEERS, INC.
Anymod~~f~cat~on~toAhtypiana~~~t a TRACT ~~C~ CIVIL ENGINEERS a SURYEYORS
*ke aate onikt E119~httr'S 5+awAp N. 909 AR60NNE ROAD
° Vo1o5 t6p- ~hgih~~r's Sta~+e~ ~ SHORT PLAT I 105 - 96 ~ SPOKANE, wA 99212 PH: 926.1322°
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, "208 POND : SECTION DETAIL
~
~ • 0 NOT TO SCALE
Y Y
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BACK AND SIDES OF "208" PQND
~ cn 0 o TO BE HIGHER THAN PAVEMENT SIDE
Qcr o 0
a. o ~ lx m °z °z,
POND ENTRY °w ~ a0 . a
-1" AS PER PLAN, 3' MtN, VARIES 4' MIN. ►
S ~ ORYWELL GRATE UNE POND 1MTIi GRASS SOD
r
, i
4:1 ~ QE
. .
~~A ~ . SLO
SLOP,E SOD TO TOP OF DRYwELL
CONCRETE CURB INLET, »
4 PORILANO
TYPE 1 Sf'OKANE C0. Sl-u, I
CEMENT CONCRETE rORYWEII 1 "208" POND FLOOR
~ PLAN VIEW: NOTE : Pond floor elevation on plan is top of sod.
PONO ENTRY NOTE : All drywells shall be installed with filter
fabric (AMOCO #4545 or approved equal
.
: around the Dr ell barrel and between
`4~ASPHALT~ the Droin rock and excavated lateraf grouncl.
- 1: 3' >1 "L'=2' MINIMUM OR AS NOTE ; To collect sediment, a 4'x4' (min.) piece of filter
EDGE OF PAV'T, SPECIFIED ON PLANS fabric shall be placed between the drywell ring and
Oli BACIC OF CURB cover when the drywell is installed, then checked
periodically and cleaned of sediment. Once grass
W. WM has been established in the drainage swale, the
ofv►ASMG~ fabric shall be removed.
Co =y
'i►~~ Z • ~ (o ~8578 9 . DETAIL »A »
_'3s,o~A`~,;r 6 impson Engin¢ers, lnc.
aVIL ENWNEERS Qt LAND SURYEYORS
N,909 ARCONNE ROAO
~ EXP OATE 1014/ 99 I SPOKANE, WA 99212 PH 818-I342
~
~..ear • .
SPOKAIVE COUNTY ENGINEEA'S OFFICE
-C4NSTRUCTION PLANS-
PRAlECTW: JS P I A
DATE ACCEPTED:
acCEPTAtdCEDiPIAES: j.. **.W"~,,.7~' _ ,...CONSTRUCTION QOCUMENTATIoN AND CEeMFlEq
pECOAD ORAVANGS ARE~ REOJIREO PRIGR T3 CC~UHTY '
AOCEP~Ai►1Cc,AND ~&?'ASLRSN~tENI' '0F fHE ~OAD9 AND "
~ ORacNAQE f~t:~its ~~i~!•AIrITitikt~~09
~
1
~ 15 ~G~4:-c 10'
j ~ 25' , 4' ~E 30~ Builakh Setback .
f ~ I
~ ~ I I -p'rywell, TyQe A °
Metal Fraw►e anA GroAe,~yte 4
( ~ ( ' ~ . 5pokaa~ Cc~aty Stan~~ard.
Grqt e` 20-il ,0 , Scale in F eet
~rn~ 2B' left Ave, 0 10 20 40
~ i ,leI
6~ ~ I ~Qohd F~oor; Are.a = 1A5o sq. Elev. 20?6.5
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~ ~Tbts ~s t,ot o,n as-bv,'+It drawin . ° MAY 27, 1997
A+ny mod;fic-ations to tKts e1an, &fter SIMPSON ENGIN'EERS,l INC.
TRACT CIVI L 'EN.6'INEERS a .SURVEYORS
• the ao,'~Q ohthe tihgineer's.5~o►wiP, ° '
VOlDS N. 909 ARGONNE ROAD
. th~,~.hg''theet''s Std~me. , .
' SHORT PL.-AT I I`05 - 96 SPOk-ANE,, wA 99212 PH: 926• 132Q
.r. -
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~'r r . .~`a•Y.~ - a~y••.~~
~ r
SPOKANE'COUNTY ENGINEERS OFFICE
•CONSTRUCTION PLANS- ~
~ PROJECT SP-11O14 , . . .
DATE ACCEPTED: 6 -la •97
ACCEPTa'VCE EXPIRES;
CONSTRUCTION OOCUMENTATlOM AND CERTlFIED, .
RECOFtU DRA'dVINGS AP,E RECll{FED PRIOR TO PEL'EASC- ~
CJ??~`~Tf,tl'll';" :''~~~~:~~%~ERlNG~SEnVICES ~
4F CCNID E'OR
~
"208 " POND : SECTION DETAIL .
~ 0 Y NOT TO SCALE
' Y
U J
Q ~
BACK AND SIDES OF "208" POND
~V) o o TO 8E HIGHER THAN PAVEMENT SIDE
Qo 0 0
a ,
,
o~ o o ~
POND ENTRY w ~ a a.
~ AS PER PLAN, 3' MIN. ~ t VARIES ►-09 4' IN. r ~
~ IINE POND WI1H GSS SOD ~
3' ORYWELL GRATE
~
Z~ ~
4; 1
SLpp ~,0~, ~j
~ ~ ~
CONCRETE : CURB INLET, SIOPE SOD °-,TO TOP OF D 41-1-
TYPE 1 SPOKANE C0, STD. 4p PoRnaNO
CEMENT CONCRETE r ORYWEII 1 "208" POND FLOOR
PLAN VIEW: NOTE : Pond floor elevation on qlan i top of sod.
~
POND ENTRY ~`'•'t NOTE : All drywells sholl be installed wi filter
.j fabric (AMOCO #4545 or app ed~qual
'"*~-ASPHALT around the Oryw-ell bar d betwe n
~ " ' the Drain rock and excavated lateral round.
~ 3~ L-=2 MINIMUM OR AS. NOTE ; To collect sediment, a 4'x4' (min.) p
EDGE OF PAV'T, SPECIFIED ON PLANS ie of filter
OR BACK OF CURB fabric shall be placed between the drywe ring and
cover when the drywell is installed, then c ecked
periodically and cleaned of sediment. Once rass
has been established in the drainage swale, e
fabric shali be removed. ~
~
.A
a
+ DETAIL "A"
. ' 6 impson Engin¢ers, Inc.
, CIIAL ENGINEERS dt IAND SURVEYORS
N.909 ARCONNE ROAO
SP41tANE. WA 89412 PH 926-1322
f'
. . . ..JM
5POKaNE COUNTY EN!SINCER'S OFFiCE
•CL1NSTRUCTION PLANS-
PROJ"I:CT
DATF ACGEPTCp: d-ra•9>
ACCEP?A,NCE DXFInES:
cONs-rraucTIoN' aocuMENrATio►v aNO cEanFiED
PecCflQ tDRa~vin~t~s ~A RE ;;REG! ;s~ Eo ,pRIoa 7Q REL~SE
<J;F rC!~1'~ =0qCC:NrTF;t';':" • ' '.;.`:EEENG..~~.~E??1liCES'
~ . _ . , ,
- i~
I
I,
, STORMWATER DR.AI[NAGE CALCULATIONS
- FOR
~
~
SHORT PLAT 11~05-96
~ NE 1%4 of Section 19; T., 25 -N., R 45 E. W.-M.
Spokane.County, Washington
-
1Viay 28;1997
~
~
Prepared by:
~ - -
. , . . .
SimpsomEngineers, Inc. North, 909 Argonne Road ~ q Spokane; Washington 99212'
~
~
, i
J
11ie design imP .~novements shown in- this set, of .pl"a_ns conform to the ~
applicable editioiis, of the ,Spokane-:County standards for road and,sewer
canstruction and Spokane Couirty :guidelines fvr -stomiwater management.
AU Aesign devi:ations -have been approved by the Spokane. County
:Engineer. I approye these plaas for,construction OFFICIAL PtJBUC Q'JCWENT
SPOUME COUrb1Y EIVGiNEEa'S UFFfCE
- " 0 0 I u !~J//Ojo'
~~~/C}~CT i ; I. S.uYnm~t'y ' V"TI'AL 0 ~ .
~ TO COUNTY ENGINEER
II. Stormwater Drainage.,.Calculations for Short Plat 1I~
- (SE Basin of Pheasant Paik) ,
~ -
~ III.Attachments: * Soils Map aiid Tables
* Stormwater Drainage Report.:for Pheasant Park v~• !~c~~
Y
=0 d~ .
2g28578
' StoRawat,cr Muuwg.repo~ts113319 f~NALE_''1 '
~
EXP'D'ATE 1014/of $ ~
i~ I _
u
~
i
Stormwater. Drainage Report;; Short Plat,1145-96
I~
I. S._ _ _ RY: ~
~
This project -is the division of~Lot 9 of Phea_sant=Paik plai into Tracts; A, B; C, and, D.
The development~involves~a s'ungle.basin;- the:StBaisin ofPheasant'Park.- See Drainage.Map. The
basin is composed of two subareas;, I)* grass Jawns; and .2) impervious coofs; driveway,s; and
~ asphalt paved 'streets. Stoimv►rater flows overWid across roofs, gr.ass lawns, :and driveways and
_ into grass drainage ponds: Stormwater,from asphalt streets flows in the ditch along Eighth
u... ,
Avenue, and -into the-.grass drainage pond. . - . F
~
The;grass.percolation area (dr"~a'1nage.pond), was calculated to hold the first 1/2" of rainfall runoff
_ over the, asphalts-treet -areas.
,
~
Figure 2, ;,page 6-3, of the o'Guidelihes for- Stormwater-Managementn, by Spokane County
Engiaeers, was- used for ;rainfaU intensity -and duration occurring at a 10-year storm frequency° for
onsite drainage.
~
;
The-Rational and Boviistring Methods -were used to calculate `the .peak,stormwater runoff for the
' basin, and the -,type -and number of dryweUs needed for tha. basin based on the,storage capaciry of
, the-:pond.
lin accordance with "'Soit Survey, Spokane County, Washington", -1968, ,the soil is categoriied"as:
- = -
GgA, Garrison gravelly Ioam9 ; Gravelly; medium=textui:ed, somewhat 'excessively drained soils
formed,*in -gravelly,;glacial outwash -material.
e County ~
-Figure.2,,page, 6-3, of the:".Guidelines for. Stormwater Managemeint", by Spokan
Eng..
uieers; was used, for rainfall intensity, and".duration occurring at- aJi@ -year storm frequency.
-
~
~
i
I~
I ~
'Stormwater Drainage.=RepoR; ,~„Short~ Plat: l -104-96
~ - - - - u.
II. STORMWATER DRAINAGE. CALCUI.ATIONS:
i
~
In,.goeral,; for-any4ra.inage pond with 4:1. side. slopes; thei pond , volume can be ~calculated w~ith hvo
components: the volume; directiy ibove. -the pond floor- _plus., the volume above the -side -slopes_ To
compute -the voiume ai any -ponding' deptti,. onl.y two, parameters need to be. known: pond floor area~ and
pond floor:periineter length (both; are-specified on: the Drainage Plan map).
,
Volume;is calculated-at 6"~ depth for "208" treatment, and at-8" depth for storage, as fotlows:
i _
-
I At:6"-depth: ~
PondVolume =,(0.5 'ft: depth x pond:floor..area) +-,(,112 -Y 0:5 )t2.0 x p+ond floor perimeter)
- = 05'A + 0:5 P
- At -8"Aepth: ~
Pond Volume =(0.67.R. depth x pond floor area)-+ (1/2 x 0:67 x 2:68 x pond floor perimeter)
' , 0:67rA + 0.89P' q
~C 2.68 , feet
~ 2.0,feet - y - . - A -
- ~ - - - .
= w -
6" = 0.5 ft. kd F V
; .
Pand Floor.
,
~
' I
~
i
--d
I ~
~
~
~
- ,
Stormwater Drainage Report; Short Plat 1105-96
U. STOR:MWATER DRAINAGE CALCULATIONS:
SE BASIN
Location: north side of Eighth Avenue, private road to Barker
Lots Included: south 3/4 of Tracts A, 8, C, and D (Lot 9 of Pheasant Park)
Area
Tota1 Basin Area: 83,077 sq. ft. = 1.9072 acres
Pervious Area: 60,512 sq. ft. = 1.3892 acres
Impervious Area: 22,565 sq. ft. = 0.5180 acres
Iinpervious Area breakdown:
Houses: 4 at 2,000 = 8,000 sq. R.
Driveways: 4 at 1,000 = 4,000 sq. ft.
A.sphatt Pavement: (15' x 365') +(8' x 111.19') +(12' x 350') =,10,565 sq, ft.
Storaee Reauired:
a) "208" Storage Required =(10,565 sq. ft.)(112"=12 in. per ft.) = 440 cu. ft.
b) Bowstring = 1399 cu. ft. + 1 Single Barrel DryweU, Type A(0.3 cfs out)
Storaee Reauired
Pond Name: SW Pond
Pond Floor Area: (25')(74') = 1,850 sq. ft.
Floor Perimeier: (25'+74'+25'+74') = 198 LF with 4:1 slopes on all sides
Pond Volume, 6'' deep: (0.5')(1,850 sq. ft.) +(1/2)(0.5')(2.0)(198') = 1,024 cu. ft. > 440
Pond Volume, 8" deep: (0.67')(1,850 sq. ft.) +(112)(0.67')(2.68)(198') = 1,417 cu. ft. > 1,399
,
?4 N • SE Pond FI ocr N
~ 4'
RATIONAL FORMULA HYDROLOGY & BOWSTRING METHOD: DETENTtON BASIN DESIGN
DRAINAGE BASIN ANALYSIS for 50 YEAR STORM EVENT
Dete: 05R8197 Project Name: Short Plat 1105-96
Design: K.W.M. Project Number. 13319
ofsic Flkg s5:Ibawstr~;i=113319.wb1 Site Lacaton: NE 1/4 of Sec.1S, T. 25 N., R. 45 E. W.M.
Basin Name: SE Basin 6asin Description: south 3/4 of Tracts A, B. C, and D
Pond Name: SE Basin north side of Eighth Ave., private road to Batker Roa+
SUBAREAS: TIME OF CONCENTRATION (minutes):
a-•=-=__--____=__----___--=-----
Description Acres C A'C Tc (oveHand flow) Tc (gutter flow)
AsphaftlRoofsiDrives 0.518 0.90 0.466 Ct = 0.15 t2 ~ 520
Gress Lawns 1.389 0.15 0208 Z1 = 3
L1(A) = 20 Z2 = 3
N(A) = 0.016 B = 0
S(A) = 0.02 n = 0.025
s a 0.007
Tc (A) = 0.24 d = 0.668
Total Basin Area, acres = 1.907
Composit e Runoff Coeffrcient = 0.354 L'i (B) = 0 Tc (gut.) 3.75
Cflm 'bined (Area' Runoff Coeificien~ ~ 0.67 N(B) = 0 Tc(A+6) 024
S(8) = 0
Tc total 5.00
Tc (B) = 0.0 intenssityy 4.58
"208" DRAINAGE PARAMETERS: Hoiding 18.53
Q (est) 3.09 c.f.s.
Impervious "208" Area = 10565 sq. ft.
"ZOS" Volume Provkled = 1024 cu. ft
Storm Storege Provided = 1417 cu. ft. Time of Concentration = 5.00 minutes
PEAK DISCHARGE, 50 YEAR STORM:
BOWSTRING CALCUlATIONS
Q= C' A= 3.09 C.F.S.
#1 #2 #3 #d #5 #6 #7
Time Time Intensity Q dev. V in V out Storege
inc. inc.
(min.) (sec.) (inJhr) (cfs) (cu. ft.) (cu. ft.) (cu. ft.) NUMBER and TYPE of DRYWELLS PROPOSED:
(t1•80j (A'C'83) (outf W) 064M
1 Single-BaITei (Spokane County Type A)
5.00 300.00 4.58 3.09 1242 90.00 1152 0 Qoubte-BaRel (Spokane County Type 6)
5 300 4.58 3.09 1242 90 1152 Outflow Provided 0.3 c.f.s.
10 600 3.20 2.16 1515 180 1335
15 900 2.47 1.67 1669 270 1399
20 1200 1.98 1.34 1739 360 1379 "208" TREATMENT VOLUME:
25 1500 1.67 1.13 1805 450 1355
30 1804 1.46 0.88 1873 540 1333 Required G.P.A. ponding volurne:
35 2100 1.30 0.88 1931 630 1301 Impervious "208" Area x 1 r2" = 440 cu. ft.
40 2400 1.18 0.80 1992 720 1272 volume provided at 6" depth = 1024 cu. R.
45 2700 1.07 0.72 2022 810 1212 OK!
50 3000 1.00 0.67 2092 900 1192
55 3300 0.92 0.62 2111 990 1121
60 3600 0.87 0.59 2173 1080 1093 STORM STORAGE VOLUME:
65 3900 0.82 0.55 2214 1170 1044
70 4200 0.80 0.54 2322 1260 1462 Maximum storage required = 1399 cu. ft.
= 75 4500 0.77 0.52 2390 1350 1040 volume provided at 8" depth = 1417 cu. ft.
80 4800 0.75 0.51 2480 1440 1040 OK!
85 5100 0.72 0.49 2526 1530 896
90 5400 0.70 0.47 2598 1620 978
95 5700 0.69 0.47 2700 1710 990 DRYWEIL REQUIREMENTS:
100 6000 0.67 0.45 2758 1800 958
1 Single (TYPe A) 0 Doubie (fype B)
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SOIL SURYEY ' SPOSA,YE COU:r'TY, `~'~~SfiLYGTOti
TABLE 8.-I31'tEf ~lBCf'6~}:i~6R8 OJ SOtI8 and ~JI~'f,r r ~ 7
~,,tzmated pAysual and cAemual o ertics-Con in P?' 1~ t ued
I - Claasi8catfoa
~ ~h Clasatfleatfon-Continued Percentage pesaing sieve- P _ - ~Inp Soil nnme Descriptioa oi soll and dte from ~ A~•aluble
s}~mbol surfnce ~ Permeabil~tY ~ater Reac~on Disperelon Shrtnk-ea t3D:1 testure `a• 4 ~v. 10 l~o. 200 capacitr (1:3 dilutiofl) tentia
linified A~13H0 (4.i mm. 2.0 mm. ~ p° ) ( ) (0.0~4 ' poteati:~l
~ ~ mm.) I ~
In. OsC Dragoon stony ailt loam, 0 to 30 percent bimilar to Dmgoaa silt loam, 0 to 30 petce~t , 1n. yn ln. pa k o~,ou ➢N I
alopes. alopes, ezcept that the surface loyer is st~np, Ds0 Dragoon stony ailt loam, 30 to 5~ per-
cent slopea. I
. DYD Dragoon very rocl~y comples, 20 to 33 Dragoon pnrt slmllar to Drugoon silt loam, 0 t4
perceat alopes, 30 perceat slopes, except that depth to bed. tock ranges from 10 to '~0 inches. Rock aut-
crop included in this complex.
E~ B Eloi~s silt loan, 0 to 20 cent slo . 1ledium-textured, well-dr~iaed soil formed from 0 to 24 ~ Pu P~ Stlt loam._..__._._ ' 1IL-CL..._ A-4._____ 83 to 93 84 to 90 60 to 70 0. 8 to 2 5 p.17 to 0. 20 6.1 to 8. 5 H! h___ , Low to a
glacial till containing ~(arge amount o! vol- g canic aeh in the aurfuce layer; underlain by 24 to 44 Gravelly loam____.__ erate. Low to mod- erate.
gravel at depth of 30 Go 80 inches; oceup(es ~ to 53 Yerv avell asnd 5~~-------- A'~------ i3 to 83 40 to 80 33 ~0 34 0. 8 to 2 5 0.12 to 0,1~ 6.1 to 8. 6 Righ_____.. Low. ~ ~ q undulnting, moraineli{~e topographp. loam. - - Low.
53 to 60 Gruvel_____________ Glf_..._.__ A-2___.__ 30 to 80 20 to 30 5 to lb 5. 0 to 10. Q 0. 08 to 0. 00 8.1 to 7. 3 High__.__.. Lo~r. GP_____... A-1.___._ :3 to 33 10 to ?0 0 to 5 ~10 0. 0~ to 0. 06 6. 8 to i. 3 High___.___ Low. Low.
EIC Eloika very atony e~t loam, 0 to 30 per- Simi7ar to Elolkae~lt loam, 0 to 20 percentelopes, Lo«•-
cent elopes. except t~at theq are very atonp throughou6. EID Eloika very atony e~t loam, 30 to S3 .
percent slapee. I
~ Em ElIIdOAt B1Iti IOAID. ~Iedium-testured, eomewhat poorly drained, 4 to 28 Silt loam. ;
alkaline aoil lormed m alluvium Irom calcar- JIL-CL..__ A-4..____ 9o to lOQ 90 to 100 90 to 9b Q. 8 to 2 b 0. 11 to 0, 24 7. 8 to 9. 0 High_._..__ Low to m eous s~7t, volcnaIa ash, and diatonite; de th ?6 to 41 Ver 6ne saadv ~ . ernte. Low to mod_ erate.
~ • 1[L___.___. A-4______ 95 to 100 90 to 100 60 to ~0 0. 8 to 3. 5 0.11 ~ ~ to wacer table ftuct~iates from near the sur oce loam. to 0. .0 7. 4 tu 8. 4 ~1lodernte.__ Lou. W sbout 6 leet. ~1 to 60 Sandy clay loam_ _ „ Loa •
CL__..___. A 8_.____ 9a to 100 JO to 93 8~ to 90 0. 2 to 0. 8 0.17 to 0. ?0 8. 6 to 3 Lon :lloderat~ Fa 6 Frceman ailt loam, 3 to ?4 pereent ti'erp deep, moderatelp ~rell dr~ined upland soila 0 to 22 Sllt losm. . llodetate.
elopes. a7th medium-textured surface laqer and mec~- 1IL-CL_._. A-~1___._. 9a to 100 90 ta 104 80 to fl0 0. 2 to C. 8 0.17 to 0. ?0 6. 6 to 1. 3~loclerate.__ Lon to'm I.on to mod-
FaB3 Freemun s7t loam, 3 to ?0 pPSCent umormodcratelp6nete~turedsubsail;formed '.32 to7? St1ty claqloam____.. arnte. slopeg, eeverely eroded. from silt on rolling to hilly uplande. GL__ A-a.. 93 to 100 90 ta 100 80 to 90 ~C`. 05 0.1; to 0. 20 8. 6 to 7. 3 Lo~r__.____ ~Ioderate ernte. :lforiemte.
FaC3 Freeman silt losm, 20 to 30 percent slopes, severely eroded.
Fm Fresh wuter marsh. Shellow, swam y, lntermittent ponda aad
fringes arou Lt►kes that have a 8uetuating
water tnble. Engineerin data is aot given, aa land type is too variab e.
GaC3 r8e ' t Ga ld sil y clnq laam, 0 to 30 percent ~ ery deep, well-dru~ned soa developed m loess 0 to 8 Silty clay loam.. , „
slopes, severely eroded. oa rid etope and kn~bs on the rol~ng t~ hilly 8 to 23 Silt cla _ CL_...._._ A-8.____. 93 to 100 90 to 1d0 90 ~0 95 0. 2 to 0. 8 0.1~ to 0.18 & 8 to 7. 3 Lo~v.._____ 1~Ioderat~ • y y"""""'" CH_.._..__ A-7._..__ 95 to 100 90 to 100 90 to 9S 0. OS to Q 2 0.14 to 0.1" Moderate.
uplan u~ ~he Pnlouse so~7 aren. 23 to 80 Stltp clsp loam------ r 8. 8 to 7. 3 LoR----.__ High. CL_ A-6..___. 9a to 100 90 to 1Q0 94 to 95 0. 2 ta 2 3 0.11 to 0. ?0 6. B to 7. 3 LaN_.__.._ bZoderat~ FIigh. 111oderate.
GQA Gan38oa gravelly loam, 0 to 3 pcraent Gru~~elly, medium-textured, eamewbat exces- 0 to lb Gravepy lonm.__.___ slo eively drained soile formed in gravelly glacial 15 to 44 V rncell loum_. S~I----•--- A-4_...__ &i to 8~ ~0 to SO 85 to 50 Q 8 to 2, 5 0. 1? to Q,14 6. 8 to 7. 3 Dfaclemte._ Loa. _ LoW.
~ ~ ~'Y 8 9 C~I__ - 3 Gg8 Garr,BOn gravelly loam, 5 ta .0 perceat out~vash matcriel irom s variety of acid, 44 to 80 3nnd, avel, and A 2..__.. 4 to 8~ 30 to 60 b to 15 2. 5 to S, Q 0. 08 to 0.10 8. 6 to i. 3~1loderate___ Loa. ~ . ~P__..____ A-1._.... 25 to 3~ 10 to ZO 0 to 5 ~10 0. 04 to 0. 08 B. 6 to 7. 3 Hi Law, ~lopes. • igneaua arent rock; oa nearl le~ el to mad- cobb ~tanes, g Low.
erotely oping terrncea; dept to mixture of Low.
~and, grsvcl, and cobblcstones rnnges from 2!~ to S feet.
Gm6 Garriaoa ~ecy grnvelly loam, 0 to 8 Sim7ar to Garrisoa grnvelly )oam, except that 0 to 13 ~~ery grnvelly lonm_.
<<~[.. A-2___._. 30 to 80 20 ta 30 5 to lb 2 5 ta 5. 0 0, 0,4 to 0. 10 8.1 to 6. 6 Afodernte___ Low. percec~t alopes. the surfnce laqer ia very grn~~elly. 13 to 44 Very grnvelly lonm.. Low.
~4 t~ 60 Sand vel and ~-Z------ 45 to &i 30 to 60 b to l5 2. 5 to b. 0 0. OS W 0, ~0 8. 8 to 7. 3,lioderate.__ Lo~v. cobb e~tones, ' ~P•-----•- A-1__.... 2a to 30 10 to 20 Q io 5 ~10 0. 0~ t~ 0. Ofi 6. 8 to i. 3 Hi h.__._._ Lo~r, 8 Low. Low.
G ~ g Garcisan very stonq loam, 0 to 20 Sim~ar to Gurriean grneellr loam, ezcept tbat ;
percent slopea. the surfnce Inyer Is ~~cry stony,
GpA Glenrosesiltloam,OtoSpercentslopes. Vety deep, me~ium-tex~ured, well-drnined soils 0 to Siltloam__._..____. ~ Gp8 Clenroses~lt loum b to20 rceatslo . tormed from acid i neous aci81 till• sur(ece I~I~L____ A-4_____. 60 to 93 75 to US 84 to 85 0. 8 to 2. 5 Q.17 to 0.20 8. 1 to 7. 3 1~Ioderate__ Low to
~ Pe P~ B~ , G p C C l e n r o s e a i l t l o am, 2 0 to 3 0 percen t l ayer in 8 u en c e d by oess an d vo lcania as h; on ~ mo deta Low to moderate.
slopes. gently rolling to ~teep uplands. GuD Clenrose silt loam, 30 to 35 percent
slopex.
. - ~
10~ ~
~ ~ ~ - - - 3,0 _ - ~ ~ - -'I~0 ~U~`~1►~~~ ~ase~►~~nt~, .
D;r ywe.ll, TyQ-e, A
Mletal F r avne. ahd Caca- e,ZyPe 4
i 4--i - in. ~ ToQ of Gro,~-e-, 210-11,0 - S.cale in Feet
ti szS' 1e -q-3 o7f' fe. g~t,H Aj e, o
. Io 20
qj! Pond Floo.r; Area - 1;85-*6 sq. fi., -Elev. 2016.5
w ~ p, ~ ~ I -Dra~no,9e~ Ease..hM1en~'' I'~' = 20'
o ~ I
00 --00 \-I" E
V,
, 4, 1'36. 00
1 ~
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25,
00
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-28578
~ zs' 30'
~~ONAL~ ;
1'3G,0 0'
EXP'DATE 10/4/
ty 06 06177" E
This is hot a;~:o,y=bv~.it ~drawin , MAY 27, 1997
S IMPSON ENGINEERSC INC.
An tnod i~i~e.at~iahg ~o ~h15. ' lah a~ter -
y - 4 n n CIVIL ENGI,NEERS 9 SURUEYORS
the aa~~ onfhe Eng~heers st'a~P TR'aCT C
VoIo,Sthe N. 909 ARGONNE ROAO
Ehg~t►eer's 5tar~P. _ . _ . _ . .
S'HORT PL-AT 1105 -96 SPOKANE, dVA 99212 PM,, 926•1322
~
. ,
.
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r~ I ' ~ 'i ~ i.
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5POKANE COUNIY ENGINFER1.8 OFFICE
-C.ONSi'al.1CTi0N Pl1lN5- PROJECI' SP-1104 .
DATE AGCEPTED: (~,~~d •97
, ACCEPTRNCE:IXPIRES;
CONSTiIUCTIOiJ. DOGUMENTAT'ION AidO. GERTlf,ICD
fiCCO0i,0 Dfi'-;NIN 3a APE F!:Cl:ill?;-:0 PHIOR 74` R f•.~EASE:
~Es ,
r . ~r _
~ e
"208" POND : SECTION DETAIL
~
0 NOT TO SCALE
' Y Y
U ~
<
M
o ' a W- BACK AND SIDES OF "208" POND
F: U) 0 o TO 8E HIGHER THAN PAVEMENT SIDE
Q o ~
ao ~
~ `r_ o 0
POND ENTRY ° U a a
~ AS PER PLAN, 3' MIN. sm--a VARIES ►01 4' MIN. ~
r;~ 31 DRYWELL GRATE L1NE PONO WITN GRASS SOD
r
ftm
, Zi
4:1 . P
S10P1E _
CONCRETE CUR6 INLET, t° SLOPE SOD TO TOP OF DRYWELL
TYPE 1 Sf'01<ANE C0, STD. 4" PORTLAND
CEMIENTCONCRETE j DRYWELL 1 "208" POND FLOOR
PLAN VIEW: INOTE : Pond floor elevation on plan is top of sod.
POND ENTRY NOTE : All drywells shall be installed wiih filter
-j fabric (AMOCO #4545 or approved equal
around the Drywell borrel and between
"""'-ASPHALT
the Drain rock and excavated lateral ground.
"L"-~2' MIN IMUM ~ PLANS NOTE : To callect sediment, a 4'X4' (min.) pi
EDGE OF PAV'T. SPECIF ED 0 ece of fiiter
OR BACK OF CURB fabric shall be placed between the drywell ring and
cover when the drywell is installed, then checked
, periodically and cleaned of sediment. Once grass
has been estabiished in the drainage swale, the
fabric shall be removed.
DETAIL "A "
F.w,&d „46
6impson Bngineers, Inc.
GVtI ENGINEERS dc lANO SURVEYORS
• N.909 ARGONNE ROAD
gPpKANE, WA 89112 PN 926-1312
~
SPQ1~tjE G(JlJ~d1Y Ei~~^f~J~ ER'S Qf ~IC,E.
•CGNSTIlUCilON Pt..ANS-
PRQJECT 5P-1I04
DATE ACCEPTEU: .97
ACGEPTANCE EXPl'n"ES:
CONS-fRilG1"lON DOCUMENTATInN AINl) CLtITsFiCD
r-1'L'rCF0 DPAi~''INi:S A~'".E ClFr!'riRt0 PHIGZi TO ItiFI t"'.A;.C
~~t rry~ 1,I TF~' . , , ,w-•- if(^ r*l~r~ • E r 1,J+i ' ~ 3
i/ r~4•..~ ~ Lf{CI~~1'f~.1~1.' . S'.1-hll F1..}
1o U-til~Ay '~;o,sehnent.
lo'
A I 30'' B~ui1ain9 s,etback . -
N 00° o 0 Ol~
,25 ~ ~~30' 136,Oo ~ ~~p► Z~ ' ' 34.~ ; y
.
z 2867e.
~
~~ONA4
-ExP DATE,fOl4l 91-0 ~
Easetnent -30, _ ~ . . . _ W
•o .d
0
0. rm _ - _ J,~ o ; , T RAcT B ~
dO
o~a I ~ . N
z . ~ ~
4. 1
.
d 0-i
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d ~ %l !25 4 I ~ _ 1,36;00
~
en _
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~ W~ ~ I j,I, N 00~ 0d E
Por,d Flo:or ; Area = 1l,$.so 59, ft. , Elev. 2o'iG.S
400
~ ~M Drywell,T~pe A
N Metal Frame and Grate ~ TyPe. 4
~ ~ ~ i j m Spokane. Co,u~~u~ Standard
~~j Tae o~F 65ate i 2011, 0 7H Scale. in
_..._I-4 -7 , za left o-f ~ 8 Av,e, o 10 20 40
~ ~ - - r- --1 ~
30
MAY 27,, 1997
T~+~S'is not ah as-6ui.1f ataW~ng.
TRACT "-B ~ h SIMPSON EN6INEERS INC. ~
Ahy Mod~f'icatio~s_to{h~s Pl'ah aft~r ~ ~
-thc te on ih~ Etigineer's 5~amp CIVIL ENGINE:ERS 8 SURVE-YOR'S
vottiy t4ie~ Engineer's .staw;P. SH4RT PLAT 11,05 -96 N. 909 ARG4NNE ROAD
- SPOKANE,, WA 992-12 PH' 926•1322
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~.'wy"`•'N
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_ - tl~,.,7Mrulr'
SNOKANE~COlJN1Y E~~~G«~~rEi~~" OrriCE
-CCNSTRUC;1'I0 N, i'IANS-
:
PnoJ E rr 14~ sP 11 Of , . DAr~~~CACLPIE i); 6 ..►a •97
C()hiSTr1UC:TIC,?J D%')k%Iti4EhJTATlUN r?NCi (;E'fiTU; ILCj
I?E:.Mi(') ,'I'+f iC. ~;:Cl llnf il' Pi1iUR "'0 f 1ELCA"'G
nr:-:EtJGINCC.REN;~ :~c; ViC«
"208 POND : SECTION DETAIL
~
0 Y NOT TO SCALE
Y J
U
. ~ $
~ o cc cx BACK AND SIDES OF "208" POND
~ v 0 o TO BE HIGIIER THAN PAVEMENT SIDE
Q ~ o o,
a o U.
w m o 0
0 lx z z ,
POND ENTRY w ~ a a
~ AS PER PLAN, 3' MIN. ►-am VARIES 4' MIN. ►
S ARYWELL GRATE UNE POND WITH GRASS SOD
f
. Z i
4: ~ S~oA f..•
CONCRETE CURB INLET, SLOPE SOD TO TOP OF DRYWELL
4" PORTLAND
TYPE 1 SPOKAtiE C0. STD. CEMENT CONCRETE jDRYWEL, j "208" POND FLOOR
PLAN VIEW: NOTE ; Pond floor elevation on plan is top of sod.
POND CNTRY NOTE : All drywells shall be installed with filter
f a r i c ( A M O C O # 4 5 4 5 o r a p p r o v e d e q u a l
. . ~ t
~ASPHALT : • • around the Drywell barrel and between
~ the Drain rock and excavated laterol ground.
~ 31 ~ L=2 MINIMUM OR AS NOTE : To collect sediment, a 4'x4' (min,) p
~ SPECIFI~D ON PLANS iece of filter
EDGE OF PAV T. fabric shall be placed between the drywell ring and
OR BACK OF CURB cover when the drywell is instolled, then checked
periodicaliy and cleaned of sediment. Once grass
has been established in the drainage swale, the
fabric shall be removed.
DETAIL "A "
/ae1M 111/
6impson Bn9ineers, Inc.
CIML ENCINEERS k LAND SURVEYORS
N.909 ARGONNE ROAO
SPOXANf, WA 99212 PH 928-1322
~
1
1
I
I
. SPOKANE'_,COUNN ENGi~!Ef~~'S _ OFFICE
•CONSTRUCTION PIANS-
pROJcCT 5P-110f
I pATE-AC;CENTED; 6- ra-9;7 .
ACCEPD1NCE tXFIRtS:
CONST91JCTI0N CiOCUAiENTAI'IQN AI,D CEFtiTIFIE!' , f;FC,oiinDldAVl'INuS ARE REQl11FED, P;F.~IOR TO CIELE.k-Sti ,
Q F. Ei'C~iJC fGil G7tJ,'',TRU~ i10 t 1 ►:t;:•"!~E,.r-..9CIG S E;:"~
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l5~ I~~I ~ ~ I~]0' 6111LDIMGStTdltll
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~ L,e4 L eo' eo R8 ~--oo uTIuIr6^ecnnlr
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l'IZO['ERTY DESCRIPTION
LOT V(1F PI IIiASANT PANK AS RIiC'O)U14b IN DfIOK 22 0F W.AI'S PA(16 94 IN T11E
NE III UFSI-.G,19T.1SN„ R 4f,k,W,M, SI'UKANGCOUM'Y WASIIINUTUN. .p . 1'.+r~1 , ~ ~ {
I y .
~ VICINITY MAP
. 4 LOT 5p-I I or) -q ca
~p CLARENCE E. SIMPSON ENGINEERS, INC.
N.909 ARGONNE ROAD PH; 928•1322
PItE LIMINAliLILY SHORT PLAT SPOKANE, WASNINt3TON 99212
! BUO MORRISON ot+awu er; onM ~ a/s/9` ~ r~acn oo ~ oau.ua ao
~ atEckeoarl
~ ~ 13j1a ~
.
~
. u JO1N5 PANEI. 0325 . ~
Y
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4
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~
~ .
C I I
RM72 8TH
~ 'X- - - - - ~ _ ~ „ -
- - ~ i .
'20 N E A6
19
~ m \X ~
2036
: - Creek ` ~
~
. ~o i . RM69 . ~
~ZONE A3.
.
' 2037
~2038
~~~J~':L ~ - . _
' ~ t . i~(`' ~ - ~ _ • , _ ~ '
iu • ~ f
C •
, . 209 .
o ,
.
4t' ~ F 2~~,
i4 'y'-- •
.
, p
II
~
~ S~`TJR~'0~'4'ATE~'R D.RA~I~,rAG,E REPORT
i rfor
~ Ph lzasant Park
Ac9~iM'Plat tocated un'tfie=
ncirtli -side, of Eighth Avenue; westof Sarker ftad
R
in theyNE_ 1L4 of Sectian.l9; ~T:; ZS N.; R: :45 E.W_'Vi.
:Spokane;washingtm
f
June:29, -1~994
~ Amended: October 21, '1994
, Report-Prep"aied: By,:
-Simp:son 'Er~~ineers, Iric REC Ee V E D
North 90.9 Arganne, Road
Spokane; `1NA 99212 MpY 15 1997
PROJFC;t'-N0• J2T86 SPOKANE COUNTY ENGINEER
* * * TABLE OF CONTENTS
Drainage Basin Data,Summaries
"208" Pand Volunle Calcuiations
, Raiional' Formula Hydrology & Bowstring Calculatians -Ditch Capacity-talculatians.
S.C.S*. Soils-Map and Descriptions
~ R-Value Test Resutts and,,Analysis
~ .
Supplementary'Maps:
Drainage Miap of 'Pheasant Park
, Street Plan-Profile: 'Eighth Av_enue
Street Plan-Profile: Private. Road
~r
~
l
~
I
DRAINAGE BASIN DATA, S- S - - - -
~ AND
~
1208" POND.VOLUME CAL- CIJL- ATI4NS
'I1ie ~foll.awing_ pa ges contain data fior each of the foui on-ste ~dcauiage, basins, as well as data fibr
each basia s 2a8"stormwaterir~nLon pond. Refer~to-.the 1- SO Dramage Map -for, the adual
basin locatians~and bouadaries.
- - - ~
[n general, lor any., dra:inage pvnd ~witfi -4:l1:side sloges,-the.pand-volumecan:be.caiculaied wrth two,
companents:, -~e ~volume duectly abovethe_pond~floor plus:, tt~e=volnme ahove the side slopes. ITo
compute-tlie~ volurrte.at anY Ponding- depth,`onFy two,parameters need-to be known: pond floor,area.
and pond floor-perimeter letigih_(both are;speci.fied.awthe Drainage Plan map).
~
Volunie is, calculated.at 6" depth ~for "208" treatmetit and at,-8" depth fot storage, as follows:
At 6" depth:
Pand Volutne =(G.5 ft. depth x pand floor azea)(1/2 -x'0.5 x 2.0 x.gond-floor perinnetet)
=A5 A +b.5 P ~
~
At.B" depth:
,Pand Volume:= (0.67-$. de,pth:x pond floor-area); ±(f,/2' x, 0.67- x 2.68 -x' pond floor pericaeter)
= 0:67A + 0:89P
~
r
k
~ - 2.68-feet
~ - . . - -
_ , ~
2.0 feet
~I 8" =.0.6~7 ft. k•.\
6"~=~0.5 ft..
~ Y
~ - - -
Pond Floor
~ ~
u
¢~aes*as~*~s:s******s~**#**~ #***s~e*~ss~s~*'ss~~~::~:~:*~~#*s*~►~#~*s*ss~~~s~**ss_s:
i
-
a
~
~
- DRAIr1AGE BASIN DATA SL'fMMARIES
Nw BAStN
Location: west of private road
Lots Included: north 60% of 91 and #2, 93, and #4
Tota1 Basin Area: 172,062 sq. ft. = 3.950 acres
Pervious Area: 157,362 sq. ft. = 3.6125 acres
Impervious Area: 14,700 sq. ft. = 0.3375 acres
Impervious Area breakdown:
Houses: 3.5 Qa 27000 = 7,000 sq. ft.
Driveways: 3.5 @ 1,000 = 3,500 sq. ft. 20~
Asphalt Pavement: 8' x 525' = 4,200 sq. ft.
NvJ ~
"208" Volume: 175 cu. ft. 't PON'~ _ I
"M FLooR
7 '
Pond Name: NW Pond ~
Pond Floor Area: 20' x 30' = 600 sq. R. ;
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. ft.
NE BASIN
I.ocation: east of private road
Lots Included: #5, ##630 #71% #82 and north 114 of #9
Total Basin Area: 199,175 sq. ft. = 4.5724 acres
Pervious Arrea: 182,975 sq. ft. = 4.2005 acres
Impervious Area: 16,200 sq. ft. = 0.3719 acres
Impervious 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. z5- I
Pond Name: NE Pond
Pond Floor Area: 25' x 32' = 800 sq. ft. ~
Floor Perimeter: 114 LF with 4:1 slopes on all sides ~m p0~~IT> N~
Pond Volume @ 6" Depth: 457 cu. ft. FLoop,
Pond Volume @ 8" Depth: 637 cu. ft.
~ . ~
r
M
- DRAINAGE BASIN DATA S S- coHTUMEn
SW BASIN
Location: north 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 breakdown:
Houses: 0.5 @ 2,000 = 1,000 sq. ft.
Driveways: 0.5 Q 1,000 = 500 sq. ft.
Asphalt Pavernent (15' x 290') +(8' x 1 11. 19') = 5,240 sq. ft.
"208" Volume: 219 cu. ft. ~ ~5 r
4~ Sv~
Pond Name: SW Pond
Pond Ftoor Area: 0 5' x 22') + (5' x 10') = 380 sq. R.
Floor Perimeter: 94 LF with 4:1 slopes on aU sides
Pond Volume @ 6" Depth: 237 cu. ft.
Pond Volume @ 8" Depth: 338 cu. ft.
~
.
a
SE BASIN 5
Location: north side of Eighth Avenue, private road to Barker
Lots Included: south 3I4 of #9
Total Basin Area: 83,077 sq. ft. = 1.9072 acres
Pervious Area: 69,512 sq. ft. = 1.5958 acres
Impervious Area: 13,565 sq. ft. = 0.3114 acres
Impervious Area breakdown:
Houses: 1,a? 2,000 = 2,000 sq. ft.
Driveways: 1@ 1,000 = 1,000 sq, ft.
Asphalt Pavement: (15' x 365') +(8' x 111.19') +(12' x 350') = 10,565 sq. ft.
"208" Volume: 440 cu. ft.
Pond Name: SE Pond SE ~
PFloor Area: 25' x 33 ' = 825 sq. ft. y. a~,D -
w ~ u~ I
Floor Perimeter: 116 LF wiih 4: l slopes on all sides h Fc,ocR ~ ~
~
Pond Volume @ 6" Depth: 470 cu. ft.
Pond Volume ar 8" Depth: 656 cu. ft. O 4
,
~
i
. ~
U
n
. ~
~ ~ ~F ~ Rr~~ a , ,
~~TIah1~1L 0 UL HY~3~QLOGY
E
DA,T~E =6/29/ 94 BESIGNG-~ _D-.H-. .C n B'fi,SI N NW,
F-,';0J--r---,C7 141ME = F,i=1EA5A[tiT .F'Ar^.K '
DES^RI:PT'TOIy' = SITE AND S1'REET nf;'F,,Z(VAGE
~ `=iUBARCA 1 = 6:13, AGr~S SU Ri;, R E A I kLINOFF Ct7EF F I C I ENT = e 1 ~
-.'~"--ilB ARE (a, Z _..ii$, AC~tS- ~~UBA,.~EA 2 RUI~IQF~= COEFF ! C I ENT = n 5~'
. .
; TOTAL- AREA = 3.951 ACRCS 'COMPOS 1 TE I:U(UDFF COEFFI C I EhlT = . 2-1.41609. 719Q6
OVERLAND FLQW VALUES ,C:t = . _15 ~
` I,-L- _ -i:G -
' N, = . 016
S . O^!
Ctia~1hEL , FLQW Vf~I.Ll~~S
-
L-. - 500,
zi _ =
ZL Z. I
,
~ - . Ci^5,
H: - U .
S ..025'
TD~ - 0.,5
Cui iF'IiTE-D, VAL.I_1f=5
AUR = 5 e-U'v
I 1 n= 3: 18
C? 1.0 s.o 64
QA 2-. 70. L '
_ ~ • .
li
N
~
I
i- POWSTRirlC CALCULATiQNS
DAT'c = 6/28/94 DESIGNER = D.H.C. BASTN PIW
''=CT NAi"fE _ PHEAjAhlT PARk;
DESCn I PT IOhi = S I TE laNl2 STF;EET DfiFi I RfF3GP
•t L Ir+t L-i-i s it y QdEv. tJin VaLtit 5torage
ir.. ) (scc.) (in./hr„ ) (c. f. s» ) (Cu. f L. ) (CLt. ft. ) (cu. fta )
~ 5.' j ~ ~00 18 2: c~'' 1f_I8.s.'. 6t~tti 492
~
t 10.0 600 2.24 1.90 1331 1200 131
~ 15.0 90C' 1.77 1.50 1 501 18clo -299
~ 20.0 1,200 1.45 3.23 1597 2400 -843
25.0 1500 1. 21 1.02 1640 3(')(. )o - 13b0
r
~ 30.0 i8oo 1.04 . a8 1674 7.600 - i 926
15 . 0 ^ 1 t~t) .91 . 7 e 1~+96 ~4iC~~t -~504
40. 0, 21400 .82 1736 4800 -3064
45j . cl ?7rtCt . i 4 .63. I i 54 5400 --3646
5~?, 0 ~~G•~G .68 . 1 i E15 6000 --421 51
55.0 31y0~:~ .64 .54 2 842 6600 -4758
60.0 3600 .61 .52 191.1 7200 --5289
65. U 3~~'t~:7 . bc~ .50 ~c~ ~ ~ 7801:► -5785
70.0 4200 . SC- .49 2111 8400 -6289
,
75.0 4500 .56 _ .47 rZ 16 1 9000 -6839 80. 0 4800 » S 3. .45 2198 9600 -7402
. 0
5 1 C1 .52 .44 2'26 1 1 r i~tDC I -79373.
~
~ 9c). ;~~6C~C: .50 .42 ~ 1n8~0 -84: ~
~ 95. .:s700 .49 .41 2406 114 e )t 1 -$994
~ . 0 C? 1.' CJS,.' .48 • `l' 1 X2 `I I 9 121000 5i i
,-HE MAXI MU"t S TDRAEE I S 401.6€34-'14CU. i='T,-~ ti) vV PoND Vow ME ~ 8', DEP''H
Tr e t i me a-f cunLc-r, trat i on i s ; rninuteB, = 49 1 Gv . FT,
i
i Thz Undavelola9d fI aw out i s 2 c, T. s M -rWp
TEN YEAR STOF,M CAL~
I -
I _ FAT I~li'IAi FORMULA HYPraLaGY
DA7E = 6/28/74 LESIGNEF1 =D. Hw C. E{FiSIN NE
r^RrJECT NAME = Fc-lcASAhIT F'AFfK
DESCR z rT iON = S Z~-E t"I'ND STREET DRA i NACE
Sl.,S'aIREA 1=4. 2.01 M:FcS" SU13AnEA 1 F'.UNGFF GOEr FI CICEV 7 _ .15
SURA t~Efi 2=„`7? rrRE~ Si 1LiFiEA L fi!J~VCIFF Cf1EFFIC iCNT = .9
~
~ TOTAL 4hCA = 4...~i7'~, ACRES C0MF'OLi I TE RUhl0FF CGEFF Z CIE(`Jl" = .212 0102.f?717
OVERLAND FLOW VALUES
Ct = .15
L = 10
N - .0lb
s - . O~
~ CHaNNEL FLOW VALUES
~
L - 500
. Zi = 3
z~ - 3
N = .c_y,7;
B - Ct
S = .0:5
TD -
. ~
coMPu-rED vaLuEs
DUR _ 5.00
110 - is
010 _ 3.47
DA = 3.07
-
~
I ~
' BoWsTRING cALcULazzoNS
.
GATC = 6128,'94 DESIGNEP, =D. H. C. BASIN NE
PT;QJcCT NAl`lE = FHEASAIVT FAFik;
DES ~n I F'T I UN = S I TE AND STRCE7 DRA I NFiGE
.t t Intensi ty Odev. Vin VoLct StoragE
(R,in. ) (sec. ) tin./hr y i (c.-F.s. ) (cu. ftw ) (cu. ft.) (cu. ft. )
0 ~K :3. (3 C.' :d f8 3.0; I234 6it0 634
I0. C~ f3~1U :.~4 2. 10 2,..i17 1?C►t~ 317
;
15.0 904 1.77 1.71 1711 180c7 -69
' 20. Q 1200 1.45 1.40 1822 2400 -578
;
25. 1500 1.21 1.17 1873000 -11zlo
i
~ Z30.0 1800 1.04 1.00 1909 3600 -1 691
~
35.0 1 C.) c:U .91 . ao 1934 4~C1C) -2-266
44. C-) 2400 „ 82 u79 1980 4 2 ~10 -716 ~0
4 !5. 0 27 7fI t) .74 » i 1 2, C) (.11 5400 - 3399
;t ~ c) ;~,0 0 ca .68 .66 20i 5 £ 000 -3 9 6 5
55.0 3=() 0 .64 . 62' 21 C, i 6600 -4499
60.0 ;~60c~ .61 . ~5~ 2179 7200 -~aL 1
~ 65.0 3900 .60 .57 22913 7800 -5502
7~7. C~ 4204 .58 . ~6 24C>8 8400 -5992
75r0 4500 • Jf? • J4 24bal. 9000 -6535
80.0 4800 .53 .51. ~5 C) 7 9600 -7093
65.0 5100 .52 . 5i ~ 25,95 1 C-) 2 0 n- -7615
5't~ .C~ 54~J+~ p .46 2655 1 O€00 -B 1 45
9; .o 570i ) .49 .47 2743 11400 -8657
100.0 600~.~ . l'ra .46 2826 12000 -9174
"'i-jE MAXl: MUM STQFflGE IS 6M3.557482 CIJ. FT.-~ NE Po ND V ewNlE DEPTH
= (03'T cA, , FT.
t ThE ti tr,c ot concen•trzit i on is 5 mi nutes.
The Undeve1 oped +i ow otit i 5 2 c .f. s. -p- -rwo - 'MPE DRyuUELLS p
"n EN YEAR STt]RNl GALG
• ~I
i
• ~
. 0
T QRIFl... .FCir+NUL- A, HYDCICIf_Gi : `i '
P ~ q{, ' = ~.,O J..' ~{~yA~' ~ 1~ .1
LF f J T ~ ~ 5..~ T~ I I/a~~/ tt' ~Ir/~ ~L I~C{`1A1 V,~1 ~~tl A J Sw
W
.r...,-c T ~,N ar{E - PHEaSA'NT ~~~~Rk
~~E.3.c;'l fiT I.ORi = S.x TC AiVD ST,RCET DRAIRlAGE
1 486, A^hES SUIIAF;Ea i1 RUNiCFF _COEFE Ir IENT = . la
_U'~ M;~^-~,E( i1 a~' A'i nES ' -SUL'~a:i1E~'i ~ F~vU~r ~.^10E~FI~~~ ~hl'T = a 9
7
i 0 , T;L ~s~=i~.:~ _ .Ci4:t, 6 Cr"1E ~ ~COI~~Oa TE n1.11V(7FF ca_~ r z r'I EN"' .73 I -57~'=4z{i
D,UERLAND.; ,FL- OW WALUES
`Ct = :1'S.
•L = 1,0
N ' _ . 0.1b M
S' ~ ■ 0i
I
:cHarsNEL'FLow vr LuEs
L. _ ~64
Z 1 y+
1i - ~
N C) i5
S = : `n~~~3
T D _ : 37
.CoMF`LI?ED• VALUCS;;
"-DUR = '5,...00 lcf1~o = o68'
'QlA ..b6
.
I~
,
~ -
,i
.
~
,
I;
~i "
~ - BowsTRz NG GALCULATX DNs
.
DFT_ = 6l28/94 DESIG!'JEF = D, W„ C. BA5IN SW
F'nOJEC7 NAP1E = 1= MEASAIVT FARK
iiE~ ~r Z PTION =SI TE AND STnEET DRF; I Nr,GE
~ t In'tensity Gldev. Vin VOut Sficar-age
ti-nir'. 3 (sec. ) (in. /hr-. ) (c. f rsy ) fcU. +t. ?(cu. f'L.) tcu. ft. )
,'_s0 3. 1 s . 68 ^7.~ gC) 182
10.0 640 2 , 224 .48 X^00 154
;
~ 15.0 90Z) 1.77 .38 377 270 107
20.0 1204 1.45 .31 401 360 41
I
~ ? 5• 0 1500 1.21 .26 41 d: 450 _3G]
,,0. 0 1800 1.04 .22 426 544 -1 20
0 0 21 ~fc.) .91 .19 426 6~~~ -~t~4
40s0 2400 . B? .17 436 720 -284
4 ~ . C) 2I(.-)Q .74 .16 440 S1 C.) -370
5~0. e? 71000 .68 . 1 *4 4-E8 900 -452
55.0 7too .64 .14 462 990 -528
60.0 3600 .61 .13 480 1030 -600
1
B ~j 390C) .60 . 1-3 506 1 170 --664
70.0 4200 .58 .12 530 1260 -73-0
I °
~ 75.0 4504 .56 .12 542 1350 ' -HOB
( 60.0 4800 .53 .11 552 1 440 "688
G:7 J w o 51 l) O ■ ~ i • i 1 5 6 9 1530 -961
' 9?:1.•~ 5400 .50 .11 584 16220 -1 03b
,
~
91-:1,C; ,,~~'7C_t0 .49 .10 604 171Cl -1106
I~ 100. 0 6000 .48 .10 6 4". 2 1800 -11 ?8
~'i~X 3•"i;Jt': J'(~~=~r"~SiE I:~ 1~31 .,..~:2'6t~a~9~ C;~. F''» -~i SW Po►aD VoI.uME 0- 8" t~FP1'1'l
= 338
t TI-ie ti mc- o•f r_cnr_entrati on i s 5 mi r;UtEs.
Ti,re UrJzvel ope~-J f1 ow aut i s c. f. s. T4PE DIZywEi.l- .
i` = N ti'EAF STOFvM Cf;LC
i '
I -
. Ra''IGNA! Ffl(;{WULA HvDhOi_OrY
.
BATE = 6/276✓94 D"'SIGP:ER = D. H. Cn B AS IfV
~ ;OvECT NAME = F'HEAS11V'T P,aRk:
!~cS:r S PT Z ON =SI TE- faND j i REET DRH InIAGE
SULr"IhF_Q 1 = 1 . 5?b ACRCS SUPA;CA I RUIVGFF GOCFF I Cz L1'J1" _ . 15
~ SUFr-1REA =.3114 ACF'E~.'• SUE;►lFFA FtiUf`dOf- F COEFS= I GIEldt'T =
70TAL (`iCEA = 1.9074 AC6RES C0111PaSI TF_ i;UNQFF CuLrr C.IENT = .'.~'7i4441 b48^2
~
; VE-RLAhlll FLOW VALUES
~ Ct .15
G
L = 20
~ N - .016
S - .02
CHANNEL FLOW VALUE'o
L = S.^Cz
Z1 = =
Z2 = 3
!V = . 0 ?51
B 0
~ S = .007
' 'T'L7 = .5 2~ o^
'C:L'tHFiJ TGD VNLUEa
DUR _ 5.00
, 110 = 3.18
010 - 1.65
C!A - 1.65
~
"
- B(2WSTRING CALLULAI' Y aNS
.
DF,Tc = 6l28/94 BESIGNER = D. H. C. BA^IN SE
FRGJECT NAME = FHEASAh+T FAFsk;
GESCn I fi; Z ON = S i TZ- AND STrEET DRAI NAGE
~ •t Inte►isi ty Ode;i. Win VOc.tt Stora9z
(min. ) (=_.ec. l (in. /hr-. ) (c.f.s. ) (cta. ft. ) (CU. f=t.) (ci.I. ft. )
5. = -iC~ 1.65 664 90 5 7 4
lo. Ct 60C' 2. -624 1.16 817 1 E30 637
~ 15.0 9c~c, 1.77 92~ ~7~~ 652
~ 20.0 1200 1.45 .75 981 3100 6^c 1
25.0 1500 1.1411 ■ V3 i01•7 450 557
710.0 1804 1.04 .54 10278 540 488
5. C) i20~:~ .92 .47 i~'4i b~~n 411
i
40-. 0 2400 .82 .43 1066 720 -3 4 6
.
4 5- . 0 27-70 0 . 7A, 10' e B10 4~0
~
eor 0 ~:{'it~)Q . G•e' • 3.J ~ 09C? 900 196
55r0 330. .64 w33 1 1371 990 141
1 01. C) 7.604 .61 .32 1 174 1080 94
65.0 3900 .60 .31 1237 1 270 67
7~:), =}?0~3 .58 . 1297 1260 ~7
75.0 4 ;OCi .56 .27 1327 1 L a0 ~ -23 ' .
80.0 4800 5 3, .28 1 ~ 5 0' 1440 -90 '
05, C) 510~~ .52 .27 1~9.~ 15,0 --1719
9C). C~ 5400 50 .26 43, 0 1620 9 25 . E) 5700 .49 .25 1477 1 710 --2,:3
100.0 600cs .48 15 222 1800 --278
THEE MAX TMUM C r0 r r^+CE 'i S" o;.~ 1. o•=. i`7`a~6 4C~ 1 CU. F T. SE PoND vawMC S 8~ DE"V'1
- ~05 ~o Cv. FT.
~k Thr t i. mr oeF ccyncen~i-ati on i s 5 mi nutes,
The UndevEl ~~ed r'L CW oLst iS: . L c . T.^. --jo- TyP'E `A~ DiLL/WELL_
TEN YEAFi S i ORM CALC
• Triangular Channel Analysis & Desiqn
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)
Riqht 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 Number.... 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, Inc. * 37 Brookside Rd * Waterbury, Ct 06708
~
• Triangular Channel Analysis & Desiqn
Open Channe 1- Uni f orm f low
Worksheet A1ame: 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
" I
~
• Triangular Charinel Analysis & Design
Open Channel - Uniform f low
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)
Manning'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
, . ~ . ,
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Type "A" Drywell with
Metol Frame & Grate, Type 4
Spokone County StanJard
Top of Grate Elev. 2076.0
Statian 5+06, 28' Lt of ~8t6h Ave.
GRAPtiiC SSCALE (1N FEET)
0 20 40 80
'SEPTEMBER 29t 1994
1"=43'
LOT 1 BLOCK 1 6impson `~~r:
Engineers, Inc.
PHEASANT PARK 4 GVIL EtJC4NEERS dc LAND SURVEYORS
N.909 ARGQNNE ROAD
SPQKANE. %YA 99212 RH 926-1322
D,tch
BEI GE LA -!VE
. Pr;vate Road Troet " X.' , 70.00' 16 2.00'
' 136.00' N00'C 1'08 " E Edge ot Pavement
Ditth
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c.n
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fD :T cc .
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a~ PHEASANT PARK
30'
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-P ~ GRAPHIC SCALE (IN FEET)
0 20 40 80
I 1"=40'
136.00' Faundad 19+6
. , ~ i7r~ s .
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„
o~, En zneers, l~,c
SOO OO 1 7 W CIVIL ENGtNL-ERS 8r LAND St1RVEY0R5 '
N.909 ARCONNE F30AD
SPUKANE. wA 99212 PM 925-1322 ,
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"208'~ POND:SE.CTlON DETAIL ~
~NOT TO SG4'LE
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PAVEr~ENT z MIN. ,YARlE.S. -slac 4~MIN.
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-
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wpAP- TME DRywe,. AND, 6RAVE~. ErwF..t.DPE wirH.
'FILTER FA9RtC ~ AMOCO,'¢54r'-~, OR EQutVALENST.
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GIFFOAD CONSULTANTS. INC. E- 2194 - 3 8
Geotechnicaf Engfneers
2020 E. Springfield • Spokane, WA 99202 • Telephone (509) 534-3670 • Fax 534-2925
p~►~ 4 ~ N
September 30, 1994 L0
Mr. Bud Morrison
22305 Euclid
Otis Orchards, Washington 99027
RESULTS OF SOIL SAMPLING AND SUHCONTRACT R-VALUT TESTING FOR TxE
PHEASANT PARK ESTATE3 ROAD PROJECT, aREENACRES, WASHINGTON
This letter presenta the results of soil sampling and eubcontract
R-value testing for the Pheasant Park Estates Road Project in
Greenacres, Washington. The purpose of the work was to provide
subgrade soil strength parameters for the proposed upgrade of 8th
Avenue as part of the Pheasant Park Estates Development Project.
We understand that the Pheasant Park Estates Project will include
resurfacing Sth Avenue west of Barker Road. At this location,
eth Avenue is a gravel topped dirt road. Propvsed upgrading will
include placing 6 inches of compacted crushed rock topcourse and
2 inches of compacted asphalt concrete pavement on top of the
existing 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
procedures 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 S. Girtord. P.E.
Presiaent
,
~
0
' i
~
i
Bud Morri-s'on E-2194-38
-Septembe.r 30, 1-994 ~ -
'Page. h
-We apprec.,iate the oppor'tun-ity- -t'o be. of s-ervice to 'you on this
.proj_elct'. If, .y.ou havei any questioris, concer-ning t~bese reaults,,
~pI'ease contac_t me or',Allen Gif-ford,:,
Sincerely,
GfFFORD :CONSULTANTS, INC.
David Phe lps , E. I, ! T.
"Geotechnica-1 --Engineer
~
~
A1 -en B,,. G-i,f f~o ; P . E . Pre "s ident ~
Encl Figu-re 1
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Q GRAPHIC SCALE ~(IN FEET) 0! 01
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-GIFfORO CONSULtANTSA INC. ;
GEOTECHNICAI EMGIMEENS.
FIG. l
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. 7 - ~E219y - 3g
' Petmleum Scw*nces' Ittic. TABLE Asphalt Tethnology * Asphalt Emulsions • Polymer Ashpaits • Rheology
4817 N. Freya St., #3 •['.O. [iox h30S • Spokane. WA g9207
(.509) 489-1758 • Fax (SQ9) 489-2401 - - -
. , -
.c~c . . -
Gifford Consultants, Inc.
2020 E. Spr i ngf i e 1 d ,
Spokane, WA 99202
September 27, 1994
Pro3ect #2804
Attn: David S. Phelps
Re: Pheasant Park, 8t1i & 8arker
Job ItE 2194- 38 .
The samp 1 e rece i ved for ttiis pr-oject was prepared and tested
according to WSOOT 611, R-value of soils. No swell was observed.
The data be low i s reported at 400 ps i exudat ion pressure.
Sample R-value
#1 65
Respectf u 1 i y submi tted,
Kent Nenderson, NICET 11)
S -WIL0METER R YAWE
' 0 13 20 30 40 Sa 60 10 80 40 1o
3,0
?.9 • w
~
2.7
2.6 0.35, ACP + C.4_, ACB
2.s f D
2,4 ' 0.35' b{P 1 0.3= AC8
2.3
2.2 , • ~~t ` ~ ~ .a ~
• 2.1 , 0.25' ACP t d.35' AC8. - C , ~rP
. T.I. 2,0 ~ • a.~a acP m
.llrA
ro
~;;ic ~Tt~A' Z I.B~ Q.'c5 A[P c'
h~1~, A I.1 0.20' A:P ~
ACt ~ ~ Ib D.f5' ACP ~
~ ~ 1S ,
4 ~
. o - .
d Lo a C.4 l n
4z D,8 ' 1 0
• ~ D. 7 '
,
~ C,6
W ^.j ~ ~
GwAvEL - tn
d. o.46 Ft, ! ~a . :o
, MirJ, 0.0 i c .
1D z~ ~~D ~A W 0 0.5 I, 1.5 2.G 2.5 3.0
• u001FIcD SJRFAClNC OEPT4 IFEEZ) ~
tIM& ScZTwiJ 4;OJHJ
ExaMPIEa
G5 Glven cn A vdue of 25 ond a irofffo Indsx of G.O.
~
T cover thlckness requlrenenla can be dotermined os fopova: ~
s. - 5
An oquivo'ont qrcveldo~th ot 1.65'(rvund to I.n ot pofit A.
dRPNA. = r0
AGP = Z~A modlfted surfocir.q depth of I.OS feet ot pofit 8 tor o povonerii
, oi 0.35 ioot aCP + 0.35 foot ACB.
A modlfled surfccinq depth of 1.41foot (round to 1451 for ~
Pcwement Of 0.35 f0ot ACP. ~
0
0
N
i ~
~
C<<nce►ed EN'GINEER" S TZEVIEW SHEET
Date Filed
Dace As Built F'lans Rcccivcd
llate Ke►ed k'lans Appro<<ed SHQRT PLAT FILE # SP-1105
'Vew Ruad Stanclards 5-15-95 M14N,lar
Compsnion File
Relatect File
Hcaring Uatc: 14 'I'irnc* 9 humher
Building Dept
DESiGV Review Date: UR Tiltte'
Review Date: 121'24/1996 R Tittte• R:Nwnber DESIGN REVIEVV #
I)ate Receiveci: 12i 10/1996 Review Type. (_.arge Lot Bldg. Syuare Feer.
No. L.nts: 4 No. Aaes: 1.13
Project Name- UR-3.5 SINGLE RES Range-I'ownship-Section: 45-25-19
Site Address: N 8'I'I1/W RIf:GF: I.NI W BAKKf:R PARCEL(S): (first20)
,%pplicant Name: BUD IMURK1S Phorie # 928-6427 351y1'12M
Applicant Address: MORRIS CATTLE INC Phone 2#.
22305 ELICL(d Datc Co~ditions Mail~.ci•.
OTIS ORCHARDS WA 99027 t~~
hluc>d 'Leme;: No Water Source: 4 Sewer Souree: 5 Sehowl Dist: 356 Fire Dist: i Phone Dist:
Billing Name: Uwner: BUD MORRiS Engineer: MIKE PHILL[PS
AddreSs: Owncr Aclclress: NInRR]S CATTI.E INC Cumpany: SINiPSON ENGINEERS INC
22305 EUCLID Address: %9 N ARGOVNE RD
OTIS ORCHARDS WA 99027 SI'UKANE WA 911212
Yhone: Owner Ptione: 928-642' Ptione: (509) 920r1322
Signed Name: Fax:
1'lanning Contact Pertiom: JOIIN TODU Yhune 456-367.5 / BuilJing Contact I'erson: Phune 456-2205
Date Submitted _ Description Initials
r
DATE PAY FE:L;S RECF.YVED ~
DATE FRIORITY rEES RI:CEIVI:I) COPY "1'O ACCOUNT[NG
4f 1 FINAL PLAT FLES CUMPI,E;1'ED ANU COPY TO ACCOUNTING .
c < <-r
i / NOTICL TO Pi1BI.IC / NOTICE TO P1IBLIC # 1 3 4 b COMPLETED - OR NEEDS TO BE SIGNED
- ~ In-Out !f l [n-f)w p2 in-Out H3
F~ DLSIGN DEVIATION DATES IN-OUT
ln-Uui aa in-ou~ ~5 in-Ouc ~6
I
I I BOND QtIANTITICS FOR DRAINAGf; ITE?M CAI.CtJLATED
DATE I30ND RECEIVEU BOti'D AMOUNT RECEIVED
I
j DATE E30ND RLLEASE - DATE I30ND RL'llt1CED DOND BALANCG
i
;
t
j Heanng Date APproved I)enied Continued
1
Appeaied BCC BCC Decisuon Appre►ved BCC Decision Ueitied
E
. ~ STAMPED MYLARS TO PERMIT 7'ECHNICIAN (SYLrSt1ZANNEi
STAMPED 208 LOT PLANS TO ADMINSTRATIVC ASSISTANT (SANDY)
C6
-3 " - '
- ~ 1~'~`
k'tco vsr-) r3 -,r '--.0 Ro , Lo
F~%2
ia,j Pr( '>4: ne-t n; A" D4
~ I L)
A1 e k1, ~r 1 ~'LL~n I-P L (1 ~ t /1 ;4-1- if A`
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E ~
;
lsr~
, • ~ ~i TG~~
t~ lOev • 15 ~ 11..17V A.+.. ~ ~ ~3
. ~
~ .
_ 4 ~.11-P VL r
_
,4-.1
~
PLAT -`NO
~
~ - ' ~ STATISTICS • - DA'TE
Plat Ctieck-Fee
~ ~
Number of Lots
Road -Miles (New)
0
Total -Area ~ -
~ - - ~ MAP
North Ar-row `
Scale
Legend
Procediues:& Equipment - - _ ~ ~ - - - -
Basi§:o&Beaiings
Plat Location B 'Title ' ~ - -
. _.Y . ~ .
Official Signature'Blocks. ~ - -
_ - - - ~ -
Surveyors,;Certificate
Road_.Names;
Road Widths, ~
-Adjacent 'Area. ' -
Lot-&-Block Numbers ~ R%W Dedication designated
1 Foot Strips
3 RPS',on GLO Comers'
Tract X a - '
Loc Areas;
Bencli Mack
Closare
~nA `~,JfDICATION;
Descriptian- (To Map), - - ~ ~ - ~ ~
Description (To.Cert) V -
Owners p
~
- ~ Certificate to Plat
I Foot,.Strips ~
RID, - CPR Statement
Access. Protubited ' - -
. _ -
R/W Dedication
Drainage La:nguage ~
_ r
Drainage Covenant,#
Flood -Iasurance .
208,qonds. -$1,000.OO.ea, 208 PLANS APPROVED~~f 7 ~
Private.Road Doc. #'s ~
LLPX~ps
Pr•ivate Road Warning
AZIA
=Roaci' Plaas
-Road-Bond Improvement
~
, Road' Bond Lispection ke>~ AAJ.
;Signed: By Eagineer:
- ~ ; ~ - _ - .
. ~ ~ . ~
. .
. ~ _
:1dltlplaUisLCk9/95. - - -
e ~`s
~
- - - - - - i
A
.p
n
S C (D DMSION OF ENGINEERtNr, AtiE) i20AOS • A D[VISIION OF THE PUBLIC WORKs DE?ARaIMEN T
Wiltiam A. johns, d'.E., Caunty Engineer Dennis :41. Scott, P.E., Direetor
February 4, 1998
Kevin McMulkin,, P.E.
Simpson Engineers
909 N. Argonne
Spokane, WA 99212
Re: Pond Revisions for Sbort Plats 1104-96 & 1105-96/Design Deviation for Short Plat 1105-96
Dear Kevina
The deviation for Short Plat 1105-96 has been approved. A copy of the approved deviation is
enclosed.
In add.itioa, the revisioas 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 tbese short plats do not
need to be submitted to the County.
Please call if you have any questions regarding the Design Deviation or plan revision approvals.
Sincerely,
William A. Johns, P.E.
County Engineer
41ar c
Doug Buskoa E.I.T.
Plans Review Engineer
copy: Bud Morrison, Owner
File
1026 W Broadway Ave. • Spotczne, WA 99260-0170 1 (509) 456-3600 FAX: (509) 324-3478 TDI)- (50) 324•3166
t I~,
• ~ J
, ~I - - -
I~EQLT MT FOR DESIGle1 DEVIA MN
.
-S3o.oo
- _
DA1'E
'ROAD YA1ViE - - CRPlRID- r..
NAME'OF'PLAT 5 In0r t-
ADDRESS bF. BLDG ~ - .
NAME: 6F BLDG PROJECT S Iq -.T. Z S -R. 4s-
FEDERAUST'-ATE,PRO]ECT-4- PROJECT I.IlVfITS
-EXISMING CONDITIONS: PROPOSED, ,iMPROVEMENTS:
ROAD WID'I'I3 ~ -
. ~
ROA}D `SURFACE
- - ~ ~
AVG: DAII:Y T'RA',FFIC
Curreat Traffic, Count 'D'esign Year Traffic-;Counc
r
PROJECT DESCRTPTION - TV1S e±MLp.< ii%e iiVisiow af- Lot 9 a~, ~]n~Asa~'t' ~ark 1~~0
~ovt C~ ltir__m-cls A~ Cc%wa ~ D. Vwsi-ts, av:.d offs.ste_ sAct-mm a,ejrs lw io a low_
&re.a oh 5%{a 'a%vif~ . %?N Ave-ln%e._ -
~ -
P-ROPOSED, DFSIGN-DEVIATiON U s: e. w 1' o-~~c4ir s-to tr vr► ey elk+ ia r b'o+6 Ane. .o rns_i i"e ai~,~
o f~F s'►'+e.: ar e A s ra*~►er t1~~~► ix 5 0-~eqa s i'or:m ev eh"t ~o r+6.e_ -o tf `s i t e'ar e'a ,
J,IJ_S'i?IFICATION.:
5 iv%ce of f,s~+-c ar_eo► i;
r'llAa+*y:elV sw~-A (o.q' owc.re.L.
Alr-ai '~11~~ e-t~Ce.S'S►V=e~" ~So1~-5 SO.ti ~'A1~-~.~~,~ 19wML i~' 15 UiA~1~C~~v
- ~ - -
of . s-+or'ra,►wa~~_er. ~'r.r or+• a`~o ar s~orr►~~N o v►~l ow
oV& -S,Q. 11 o S - ~ ~ • ~ - - - -
_ A 5wwi+a~a5 s:eweY 16te r%ow exists i~ S~" Av_e-. wl'+I►► =s_ew_~.rs~ubs ex+er.AQ.l -~o 4-4e- _
A:._~. sii~'e Qvo?etrt!j 1 S _tWls o~~sit~- .~r o~ert.~ '~t i ll sc~v► ,bt-.
develoye'd ahd -Ke. siornR.y,taier WW%c.4+ _-Flo*js o.hto S.p il 05 wilt
~
. . ~ .
, SUBMITTED BY - 5 t V+1 ~S or ~ tnc31 v►.ee r 3 t :DATE
.ADDRESS N• 904 J~1rSqOnh e.. 1~:004 3:_S, oahe ~ ZIP CODE~ 19 212 _
~PHONE # 150%, q 2 (o -13 ZZ ~ -
~ -
.AD A1TVE ~Va;RIANCE'FEE' OF PAID~~TO.SFOK;,~1NE COLNTY
1026. W :BROADWAY, SPOKANE WiA 99260-01,70 PHON ~,(5 ; 'S6-3 .0 ' FAX (509)3?,4-34?8'
_ -~Q~-~. v~~eE
ASH/CHECK - ~ - REC:EIVE~ BY _ DAZ'E
/ _ _
o~ma. ea+r u%
~
s'
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DESYGN DEVIATION
STAFFRECOWN[ENDAMNS'
, ~~c~vw~.e~.~_ .~Pteou_~-c~ •
Approved' Approved. wlconditions Nat Approved _ - -
c ~ c ~c~- • - - ~ - °
-Projecc Manager Dace.
Approyed Appioved w/conditions. Not Approved :
Proje.ct:Manageinen't ~EnginDate,
.ApprovedApproved w%ontiidons Not Approv.ed
) ( ) - - - _ ~`~g° _
.Operations Engihwr Date
~m - - -
SPOKANECOUNTY ENGINEER'S
DE'TERMIINATION:
Approved-w%no,coad.ition"s Approved:as~recommended'above NouApproved'
Spokane -Counry r Date
J96 -
~ i
+
".1 ,1. L C? F
19
, - ~C-
'
RECEIpT
Received From -na
Address •7;5 pollars ~
J o .
r
Fo
OW PAiD
~accouNr
r. aF ' u+sr+ H
ACCOl1Nt G{ECK
A^"T pA'° ~ MONE'f BY
BAtANGE ORilER
OUE
~ `~1tJ
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04832110 B
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19'-~ ~ .t~;N ' Engineevs, tnnpson Inco
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CIVIL ENGINEERS AND LAND ;SURVEYORS
N. 909 Argonne Road O'Spokane, WA 99212
(50.9) '926•1322 • Fex: 926-1323
~ -
TO' $t~l' N e.ir~ .w~t~ .~~C• 5~-iktie. Couhty E-r►s
i
SUBJECT: s ho.r+ fic,i tika 5- q 6 nKa~t'0+_j6 _
~
DATE: i 1461 Rf3-
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~
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ln~1%►ded for5 ~Ur rev:'e:w uv-e t_ke foiiowiv►~, :
for 5.ti(05- u -
. p
r ~s.,~ stori~►~ ev'~t br. alio.v~t~d
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o-~tn -Fh~ o tn s.;-~ a~ ~'s r~+~ct r e~ r a-~ e. r~I~ a N ,
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3~ ~m,~hde~ ~~a~nu►~~ CA~rw~a-1'~or~s ~ S-~'. ~iC~-~.
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ItEQ U, E5T FOit I)ESIGN I)EVIATION ' $30.00
,V DATE
ROAD NAM-E . CRP/RID
~
l'~ l1 05 9 1I05=
6. Plac
NAME OF PLAT, 5~► o rt T a
r
,ADDRESS.'OF -BLDG ~
NAME OF BLDG -PROJECT ~ BL- DG# B9 S 19 T-2 5R~
-FEDfiRAIJSTATE PROJECT,ft,. ~ PROJECT LIMTfS
- q
~
EXISTIING CONDIfiIONS: PROPOSED IMPROVEMENTS:
- ~ - -
ROAD WIDTH ~i
ROA.D SURFACE`. ~
AVG. DAILY TRA,FFIC
CurrenrTrdffic Count Design Year Traffic Couat
PROJECT,DESCRIPTION;, ~~n15 - ' ~g~t is '~e. Ai.visiov~ Lo't 9 of th~ec►saa'f ?Atr cLvdo
, - - -
,
~cvr C41 o►c.ts- A ~_82 C ahd D. txwd o{f_s;te SiorwoWafzrs f ltm io ot Iow .
a~re.a- .o~ns~~a a~o~,~ ~~N ~►Venae. - - - .
;PROPOSED DESIGN DEVIATION U Se. A t o- ~-Pmr 5-tor vM, eN.e~f -F.ov Noai-6 4IAe - 01n s'i+e avnA
= si.+e areas _ra~ker 1►1vav► a So-~ewr sto.rv% evehk for i6e offsit'e cwea.
~ -
a 0
G
,
JUSTIFICATION:
Sihc.e , t1Ae offsl+=e. areo► ~s relaiiWelV sw►a~~ ~.o;Q acre) ~ f lAJ
` : . . .
Nt4exces-si.vet~- A ' ' sotls r- 'soh gravell~ Voaw4~
AIM-C.t a s` aM.a"i~ of- sjorrkvvafer ftov+• 0,50-.jgCkr s~orrr~~►.oa~d fio.w
orcia5•Q. 11 o:s = o
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, - - -
:5~~ i~ }wM v~~ s evt er 1~h e how . e~ i si~$'TN Ati e~'. W i+~►s ew -r s+kbs exi'Q,hd
_ o~~s~~e Qro,~er~•~ :-S~ is a~►ti ciQ_a~'~~ ~ka't -H~;s o~fsi~-e ~Fo~ert.~ ~illsooh bz
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d.e_veCa?.e,d 0.hd *6e s~o,rm~Na~er wIn+.c4+ ~I,ows, ahta S.P ll as -56 vu'At bz 1v,'tzr-ce~~ed
- ih c~r~~=v.a~e. ~=ac.ilittes ~4wired -Cor ike. _off
. ,
5-~ vK _sov~ ~'h t riee _ S- Z h c. DATE
SUBMI'TTED BY
anpREss. N• 90~ ~r--~hrt 1~oa.I 3:50*4khe ~WA zIP coDE 19212-
PHONE # (5!Dql q2~ -132Z '
u
AD TIVE VkRUNCE-FEE' OF -S30.00: PAID TO SPOSANE, COUNTY *
1026 W BROADWAY, SPOKANE WA 99260=0170 PHO ~ ~'j509 456-3 FAX (509)324-3478
p-
' -REQUFSI' WILL NOT BE REVIEVVED O~Fi
" A CHECK ~ RECENED jBY DAT'fi
.
*
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RECEIPT
Rece+ved From,
-~5
Addres~ a~y . Dollars
I O-4
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For
ACCOUNT ~ HoW P~p
pMT pF I CASH J
ACCO1lN? K I, ,~i~~/' "~;~C.~'~~••~a,~
aMf- va►o c{EC
MoNEY
BAIANCE ORCER
DUE
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i ~ ~ _ , p ~ ~ I i A (1N FEET> ~ I I ~ c~A~ iic S~ L~
_ _ • 5 ~ r ~ o o z5 so ~oo ~ LL
' ~ . RACT C o t ► ~ ' . t ~ ~ i ( I ~ ~ ~ S E POND '0 - W ~ ~C
c TRACT A TRACT B ~ ACT D ~ ~ y ~ o ~ TR o I c Y ~ o o n., O ~ I , ~ _ r~ooa ~+e~ zS *'14: t,8so ~.ft. 1- 50 ~ O .
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~l ~ HOUS Tvre IA ORy .U, wt1N . . I ~ ~ . Alc i' a~ ('~nnT~ TYrE t 30 Bu~id~n . I I , _rn~ w, F , 3 P . P ~ c c
. 2 ~roww~ Cou ry Sm S~tback 9 I ~ ( . ~ , ~ 't r,+r cf C~Mt E~ ~,O l l. 0 `n y I. I yd. , 4~ s N.
- ~ L. _ ~ _ _ 3_ r~, 9~~5, 28 r.aF ~ 8!~lAvE - I - - Tele hone Clsr. 14 Pine ~ f z~ ~►x ~ r P
~ 4a~ 3l' ~o' r~i;~ Eas r ~ Irr. ( . . e o ~ f ' e~ r 24 P+ne N i• o ~ried el Gu . N N N Y ' Wlr t1etE
J ~ N N ~ 25 MPf { 5i n _ L__ ~ L. - pp e-1- arker 9 ~ - --t,e~ ~
I 35.00 12 2, 29 ~ 4~~ 80.00 ' ~ . ~ 1 ~ 1 P a t k 5 Z o e o, ~ c
~ ► , ..%~I,~ . , ~ ~t... . N89 3814 ti~ , G57.29 ~ti o~~cH o . ~ . . s ~ i ~ Ul ~f unc►i ~ b
t6~ 'f ~ I N ~ ~ ~ n t ` r'~ "'a-~~~ ~ 7f{ EP . N ► t LP N . . ~
. " ~ T ~ ..S ~ ~ f ' . ~ f f L • , ~ u ~ ~
T i'~ ~ n a~ • 'n ~ ~ ~ tr+w r._ _ o . 9~~. 9 ~ ~'?i t,oTk►.55 N
1
~
ROSS ARI~A
~.(T. = 1.15 ALf~CS 1
1,FT. = 1.10 ll~~ItES
1.FT. = 1.10 Ac:RES
~.Fl'. = 1.11 At;ftES
I.rT, = 1.09 A~:f ZcS ~.fT. = 1.08 ACRES
I.FI'. - 1.08 ACRES
►.F7. = 1.p6 A~;RES
~.FT. = 1.13 ACRES
♦
~
~
s
S P CD K A N E C C3 u N T Y
DIV15I0N OF gdiGI.tiEEbtlvG ANp ROADS • r1 DIV1S10l7 OF THE PL'BLIC ZVOZI:S DF!'c1IQ7'ME`T
WilIiam A. ~nhns, P.E., County Engineer Dennis ::1. Se.ntt, T~.E., Direct9r
June 17, 1997
Ke-vin Mc1Vlulkin, P.E.
Simpson Engineers, Inc.
909 N. Argonne Road
Spokane, Washington 99212
Subject: Bud Morrison
Spakane CounN Project No. SP 1104, SP 1105
Kevin:
The road and drainage pla.as and calculations are approved. Enclosed is a set of sepias, stamped
"Approved For Construction." The original p!an mylar will be kept on file at the County records.
Ia accordance with Sectioo 5.02 of the Spokane County Road Standards, ihis approval is
valid until 6-12-00. If facilities 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 quesaons, please contact me at 456-3600.
Spon ou `ty Engineers
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Paul Lennerfiann, E.I.T. '
Plans Review & Drainage Engineer
eacis: 24" x 36" sepias of approved plans
ec: Bud Momson
project file
1026 W. Broadway Ave. • Spokane, WA 99260-0170•(5fl9) 456,3600 FAX: (509) 324-3478 TDD: (509) 3243166
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Spo.kane C'O.u.nty 'En,g;i nee,ri ng, De.part:ment
Pre,Design Meeting,
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P=oject:' p, I10-Y ~SP l, I.~S Date~::
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-Desi,qn, Fiim:,~ 'Desiqa Eaqineer:
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, Pro j,ect. sponsor,: _~t-.id. s
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1Aeeting Attendants:' Spokane:-County;
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, 'Sponsor;
STR of ,Lots Acies
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Coniiitioas ~.of Approval-:
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Standard Drainage Language for Short Plats
The property owners within this plat shall be held responsible for keeping open aad maintaining the surface
paih of aatural or man-m.ade drainage flow over aad across their respective properties. If the property
owner(s) fails to maintain the swfaoe path of natural or man-made drainage flow, or the drainage swale, a
notioe of such failwre may be givcn to the property ovmer(s). If not corneded within the period indicated on
said notioe, Spokane Couuty has the right to cornect the mainten.ance failure, or have it cornected, at the
expense of the praperty ow-ner.
There may exist properties located uphiU and adjacent to this subdivision u•hich periodicaUy discharge
stoanwatcr runoff onto individual lots within this p1aL Runoff frnm aemby uphill properties should be
expected, and during snow,melt periods or wet seasons the lots cnay be subjected to higher amounts of
stormvvater nuioff thai whai is normally observed or auticipated. Because stormwater runoff from adjaoent
properties have discharged onto this plai prior to development, stormwater runoff wiU likely continue to do so
after development. It is the responsibility of the ind.ividual lot owners to maintain existing surfaoe paths of
runoff through theu respective lots and to grade the lots in aooordance with applicable niles and regulations,
so as to prevent property damage.
Any building that is vonstructed on a lot in this plat shaU be sei at such an elevation so as to provide positive
drainage away fmm aay drainage entry point to the building (including but not limited to a window wvll, a
Avindow unpr+otected by a window -tvell, or a doonmay). Said positive dtainage shalt consist of a minimum
slope of 3% away from the building for a distance of ai least 10 feet from the buildiqg. The lots shaU be
graded so that either a) all runoff is routed awsy from the building, and conveyed over the lot to a natural
drainage s%z^ale or appr+oved drainage facility, or b) drainage intercepted on the lat is disposed of on the lot in
an approved drainage facility. The approved drainage facility shall be constructed in accordance with any
applicable acoepted pians on file ai the Gounty F.ngineer's Offioe. Any revisions to the aooepted drainage
plans must be acceptcd by the County Engineer's Office prior to construciion of said revisions.
Applicable to Short Plats Within the ASA
This short plat is located within the Aquifer Sensitive Area (ASA). Treatment of storm runoff
from driveways shall be provided. The preferred method of treatment is to have the runoff from
driveways sheet flow over lawn turf or native-type grasses. If a ditch is to be used to colleet
runoff from driveways, then the ditch is to be grass-Gned.
n
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S P C:) K A N E C7 (73 i.i N T Y
DIVISION OF E:`'CItiEE1TING A:`D ROADS • :3 DIVISIIOh OF i'ME."UHUC WOR1nS DEPAdtT,.%lE•.VT
William A. ]ahns. i'.E.. County En$ineer Dennis M. Srott. T'.E.. t3irertor
May tS. 1997
Kevin I161cMulkin, P.E.
Simpson Engineering
909 Nocth Argonne Road
Spoi.ane. WA 99212
Bud Morrison
22305 East Euclid
Otis Orchards. WA 99027
S UBJ ECT: SP1105 - Lot 9, Pheasant Park
Submittal Not Accepted at This Time
Genttemen:
Based on the date of preliminary approval for this project. this project is governed by the design
parameters and application process outlined in the edition of the Spokane County Standards for
Road and SewJer Constrciction effective 15 May 1995.
We are returning this submittal unreviewed. We note that the following items have not yet been
accomplished:
The Fee 4greemeac, signed by the Projeec Sponsor, has not yet been provided
The Fee Agreenxut is cequired, as Plan Review servic:es are ngt Suppdrted by either the General Fund or the Rdad Eunc1.
~ The Pre-Design canference between the Sponsor's Design Engin,eer and the Cuunty Engineer's siaff
representacive has ncx yec been conduc:ted
Amoag ather things, the applic;atioa and review process in chis ed.ition of the Standards requires that a pre-iesign
conference between the 5pansor's Desip Engmeer azyd the Couury Engineer's staff represewative be conducted cn ensufe
cbaz the Conditinns of Approval are undecstood. and tbat there is concurrente as to the drainage cancept aad the design
paramecers fbr the drainage concepc. This is inieaded to minimize drasac changes in road layouts and drainage coneepcs
duuriag the plan review phase uf the project.
X The Pre-Submittal Checklist was unt iactudeti with this submittal.
The Sponsor's Design Engineer certifies that eaeh submiaal concains at least all the basic information nec:essary to
determine whet6er nr not the plans meet the applicable stantiar+ds. This is uuended co reduce the aumber of reviews
eoaducced aa a prnject, by ensuring a complete set of plans and calalatioas are submicted.
1026 W. Broadway Ave. 0 Spokane, MaA 99264-0170 0 (509) 456-3600 FAX: (509) 324-3478 TDA: (509) 324-3165
. , -
Kevw:McMulkin, P.E.
Bud lViorrisoa
SP1105., - Lot :9, P6easadt Park.
S.ubmittal Not Accepted at Tlu"s Tiine
May 15, 1,997
~
Page lof 2 ~
~
:Please contact Dean Franz,. at 456-3600 to,sctiedule a- Pre=Design Confeience,, so, tliat the
application~:and ceview process may continue, or to d~iscuss;.; any quest~ions you _may 'have !about the
' process.. Ttfank7
you.
~ Very',truly,yours,
, William A. Jotins, P. E.
Spokane County Engineec
aw Edward PJr.., P:
Plan Review Engineer
encls: jPlans' (,L set$
Calculacioas (1 copy)
cc:, project fiI_e .
,reviewer,
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Wimpson Engineem, Inc. R ~~C E'l V~ 'D . .
CIVIL ENGINEERS-AND LAND SURVEYORS ~ 'MN 1 N. 909 Argonne Fioad; •~.Spokane,1A/A 99212 51997
:
(509Y.926-1322,4 FeX: 926-1323 SPOKAWE"CO!lNTY Et4GINEER ,
~ -
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o 1~I e:1A1i~1~lv~~S" ~-~E• .s~~h~ C o~ -en~eer~
SUBJECT:
DATE: - i .
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ew av- c+w o ?r o4s of -{e
c~►r a~ w~ e. ~ c ~o r S'6 r=! tj ctf l fus -t6' a cXA _cvt ¢ c. o I? ii of tk c
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'Lla v a-t v e. s -be 461s ~i O h 6 ~ ~.ot cf o f
~ne.~,S a wfi Qq~. ~fi i~ hto _ ~.r ~~s - _ c _9
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S P C> K rAS N E ~ CC-3 U N T Y
DEPARTMEN-T OF BUILDI:~IG AND PLANN'ING • A Dtv[stoh oF THE PuBUC Wotu:s DEPARTMFti-r
jA.S L. MANSoN, C.B.O.. DMECtoR DE`~ns M. Scorr. P.E.. DIRECTOR
RECEIVED
fln
N1E MORANDUM
cwm E~ineerit~
T'O: Spokane Counry Division of Enaineering - Transportation Engineering
Spokane Gounty Division of Engineering - DeWelopment Serviccs
Spokane County Division of Utilities, Jim Red
Spokane Regional Health District, Steve Hoiderbv
FROM: Steve Davenport, Planrier II
DATE: Niarch 3, 1997
Sl'BJECT: Propased Final Short Plat No. SP-l 105-96
.qttaeiled is a copy Af the proposed fnaI sinart p;at fior file SP- I 1 US-9t5. Please reviewthis
proposal and return your wTitten comments by March 15, 1997. It you have any
questions regarding this tile you may contact me at 456-3675.
Enctosures
Copy without enclOsures to:
Mnrrison Cattle, Inc., c/o Bud N1orrison
ptiane Helt, Plat ,Administrator, Simpson Engineers
1026 WEST BEtOADWAY AVLN4:E • SPO"NtZ, VNasHtvcroN 99260
BUILDGNG PHONE: (509) 456-3675 • fiAx (509) 456-4703
PtaN=G PHO.s:E: (509) 456-2205 • FAx (509) 456-2243
T'1?D: (509) 324-3166
.
TR.ANSNATION TITLE INSURANCE COMPANY RECE]VED_
NORTH 7 2 O ARGONNE
SPOKANE, WASHINGTON 99212 ~1997
Prepared f or : Caunty Engineeft
BUD MORRISON Order No.: JM207012
22305 E. EIICLID
OTIS ORCHARDS, WA 99027
cc : Simpsoa Engineers RECEIVED
SPOKANE COUNTY
SECOND RFsPORT
P L A T C E R T I F I C A T E
Dat ed February 7, 1997 at 8: 0 0 a. m. DIVtSiON OF BuILOINre ANO "NWO
F3Y:
Certificate for filing Plat of :
SP1105-96
In the matter of the subdivision to be submitted to Spokane County for
apFroval, this company has examined the records oi Spakane County Auditor's
ar:d Clerk's oir-ices, and the records of the Clerk of the United States
District Court holding terms in said county. This certif icate is made for
the purpose herein specified, and is not to be used as a basis for closing
any transaction. Liability is limited to the amount, if any, paid for this
certif icate. From such examination, the company hereby certifies the title
to the following described land, in said Spokane County, to-wit:
Lot 9, PriEASANT PARK, as per plat thereof recorded in Volume 22 0f
Plats, Page 94;
Situate 4-n the Caunty of Spokane, State oi Washington
VESTED IN:
MORRISON CATTLE, INC., a Washington Corporation
t s
EXCEPTIONS:
1. Taxes and assessments, if any, no search having been made thereof , as to
Parcel No. 55191.2209.
Parcel numbers are provided from the latest Assessor's Maps available to
the comgany. Said parcel numbers are not a matter of the public record
therefor, the company makes no assurance as to validity or accuracy
relating thereto.
2. Liability to future assessments by Consolidated Irrigation District No.
19.
Page 1 of 3
Order No. JM207012
3. ALL COVENANTS, CONDITIONS, RESTRICTIONS, RESERVATIONS, FASEMENTS OR
OTHER SERVITUDES, IF ANY, DISCLOSED BY THE RECORDED DOCUMENTS OF THE
PLAT OF PHEASANT PARK, IN VOLUME 22 OF PLATS, PAGE 94.
RIGHTS OR BENEFITS, IF ANY, WHICH MAY BE DISCLOSED BY THE RECORDED
DOCUMENT ( S) ABOVE AFFECTING LAR3'D OUTSIDE THE BOUNDARY DESCRIBED IN
SCHEDULE A.
4. Declaration of Covenant, imposed by instrument recorded on November 17,
1994, under Recording No. 9411170036.
5. Declaration of Protective Covenants and Restrictions for Pheasant Park,
imposed by instrument recorded on May 18, 1995, under Recording No.
9505180002.
6. Reservations contained in Deed, recorded under Recording No. 24749B, as
follows:
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
thereof for the purpose of constructing, operating and maintaining
canal, ditches, fumes or pipe lines which shall by the board of
Directors of said District be deemed necessary in the operation of
its irrigat?on system. Affects: All of subdivision.
7. EASEMENT AND THE TERMS AND CONDITIONS THEREOF:
GRAIVTEE: The IInited States of America, its
successors and assigns
PURPOSE: Construct, reconstruct and maintain an
irrigation turnout
AREA AFFECTED: Lot 9
RECORDED: October 30, 1964
RECORDING NO.: 59951C
8. EASEMENT AND THE TERMS AND CONDITIflNS THEREOF:
GRANTEE: The United States of America, its
successors and assigns
PURPOSE: Construct, reconstruct and maintain an
irrigation turnout
AREA AFFECTED: Lot 9
RECORDED: November 24, 1965
RECORDING NO.: 158027C
9. NOTICE TO THE PUBLIC 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 therefor
RECORDED: November 15, 1994
RECORDING NO.: 9411150377
Page 2 of 3
Order No. 1
10. SEWER CONNECTION AGREEMEN'T BETWEEN SPORANE COUNTY, HEPTONS AND DAFIIM
DEVELOPMENT, INC., WITH LATECOMER PROVISIONS RND THE TERMS AND
CONDI'I'IONS THEREOF :
RECORDED: August 3, 1995
REC4RDING NO.: 9508030115
REGARDING: Operation, mai-ntenance, construction of a
public sewerage facilities and
reimbursement of costs
END OF EXCEPTIONS
TRANSNATION TITLE INSUR.ANCE COMPANY
BY
For ervice on this order call:
(509) 922-2222 (FAX) 926-1519
Judie Mitchell, Title Officer
ENCLOSUR.ES: Plat
Paragraphs 3 - 5
sc
Page 3 of 3
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SEfdER C02NECTSON AGRSffiMNT BEZwEBJ SPOKlWE COUN?Y, 88PTONS ~ .
~ AND DAAM UEVEL04ltEtiT. YNC. iiITR LgrT6CO1KER PRQVI~IQ~ lfJ i
~ '
~ 'TEt2s AGREEMENT ia made and entered iuto thie ~ day of
~ Auguet. 1995, b.y ead betveen Qahm Oevelapment, Znc. (hereinartez
~ •Dahm•), a waehington corporaticn. with attices at Suite 215, South
104 Preye, Spokane, Waehingion, 99202; Clara A. Hepton. a eingle
persan= the Testamentary Truet of virgil J. 3tepton, deted January ~ •
3, 1977 (hereinaEter •1leptone•), a duly organized trust under the ;
I~ laws ot the State of Waehingcan; and Spokane County (herelaatter ~ ~ °•'A
~
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~ w •Caunty•) , a po2itic$1 eubdivieion of the 9tate of Waehington. with ~ r.~•+; ~
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otticea at W. 1116 8roadway, Spokane, Waehington. ~ ~ •
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A. PurauanG to Che provieion9 of chepter 36.94 RC41, Spokane , .
~ Councy hao the power ta conetruct, operata and maintain a eyatem ot
. 1.
• ~ seweraqe within Spolcane County.
♦ ~ • •
B. RCW 39.94.190 authorizee counciee te contract with -
~ privata partiee io und .=or the aetablietunent, maintenaace and ` - ~
op$ration of ala or a portion ot a syetem ot aewarage. ; .
C. C. Cha~pter 35.91 RCht auchaYixee the County to contract with s : r~R"~t' •
awners of renl eotnte tor tlaQ construccion of puvlic eeaaraga ,
; q • i .
tzcilicias aad to provide-tor the reimbureemeht of auch ovnere. on . .
` Q a tair pro rata share beeie, by the owners of real estntt who oid
v .
~ not contribuee to the original coat of euch tacilitiee and who
~ subsequently tap into or uae the eame. .
~ D. Oahm owne 39 acree of land located along the aouth eide
1 .
of Sighth Avenue between Harker Road and Long Road, described cnore
~ particularly on Sxhl.bit •A•, attached hereto and incorperated by •:~`W.
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Yot, 17 r) PbGE 17 S U Yoi. I 7" 5PacE 17 71!
interest ('Ldtecosn-or Fee•) to the Ccunty before connecting eaid 1 reference.
~
propezty to the Pacilitigs, plus an •adminieuative charge' equal , E. Dahm also owns 76 acree of land located approxiasately one
to tive percent (5 4) of such Iee-(ueed by the Caunty to dePray the , mile eaet of Sullivan Road and one-third of a mile north of 32nd
i
)et of its servicee iacluding bookkaeping and accounting); ; Avenue. In 1994, Dahm was givea prelimiaary plat approval to
rravided, the lcllowi9g propertiea shall be eacempt from aucb divide eafd land under Spokane County Planning Department Pile No.
payments: PB-1724-93. A pcrtion of the preliminary plat, known as
(1) propertiea owned by Dahm; aMmrningside', rece4ved final plat appxoval in 1994.
(2) Lote 1 and 4, 81ock l; Lots 1, 3, 4, and 5, . F. Heptons own Lote i and 4, 6l9ck l; Lots l, 3, 4 and 5;
elock 2; and 4flts 1 ar►d 2, Block 3; all ia Meadowview Ranch Block 2; and Lot9 1 and 3, Block 3, Meadowviea Ranch £states,
fistates; and secozded at Pags 58, 8oak 21 of P18ts, Auditor'5 tlo. 9309290070,
(3) the property deacribed on Exhibit %B"; recmrde of the Spokaae County Auditor.
b. The Latecomer Pee and adminiatrative charge ahall be G. Neptons aleo own additional land, more pazticularly
paid in addition to all other eewer chargea lawfully imposed by the described en Exhibit 'B', attached hereto and incorporated by
County pureuant to resolution or ozdiaaaee. reference, which land campriseo a part of the otiginal preliminary
C. Tttie County ehall have the eole and exslusive plat of Meadowview Aancb Estatea, Planning Department File No. PE-
-utbority to detesmine whnt propertiee in addition to thoae 1694-91. Heptons are seeking final plat approval to divide eaid
roperties ahich the County is herein required to reeerve capacity land into 19 eingle family lots.
Lor may tap into or use the Facilities. H. Dahm deeixea to design, conetruct and inetall certain
d, The Latecomer Pee !or a particulnr letecamer proparty public eewerage facilitiea, hereinaEter referred to as the
ehall be detesmined by multiplying the Facilitiea Cost ae deEined 'Facilities•, that xi21 enable or tacilitate connection of certain
belon by the ratio of the aumber ot 6Al18 0f the latecomer psoperty properties oWned by Aahm and Heptons to the County'e genezal
divided by the total ERUe of capacity in the Facilitiee, as I eewerage 8Y9CEfQ. Haptone and DaM► intend or have entered into a
estimated by the County Diviaioa of tltilities, plue interest at the ~ aeparate aqreement not irnolving the County to tinance the initial
rate of taur pezceat (4 t) per year calculated oa the baefe of a cost of the Pacilitiee.
365 day year coana-acing irom the date the Pacilities are accepted I, The Pacilitiea geaerally include the in9tallatioa of an
. for operation aad mainteoa.nce by the County. eight inch public eewer line extendiag seutb !rom the County'e
I ► •►e 's• 'i,~t' i ~•1••~a ti:l'M~~f., ' ~ , , . , •
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55203.0402 NlE~0~1~IE1v Q+JtN ESTS, Parcel Humber 55141.2101 5P-49o'loq7
55203.0403 ~ 55191.0407
55203.0404 55191.0113
55203.0405 55141.0414
S5203.0406 ~ 55191.0409
55203.0409/ SS191.0410
55103.0501 SS191.0612 '
55203.0502 Mr At)oiJ d J EAd /Uxt MESTs' 1-5/ 2 i 55191 .0613
55203.Q503 55191*0624
55103.0504 I~ 55191.0627
55203,Q505 ~ 55191.0625
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55203.0602 55191.0634
~ 55191.0635
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55203.90195'S.ZQ ~jm)5v0 4,0*3 55191.0636 .
55191.0677 ,
55191.0614
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55192.0111
55192.0344
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55192.0717
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~ 55192.0914
55192.0721• '
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55192.2106
55192.0919' SCsf~ 1(~~}~g
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55202.0265
~ ' • ° 55202.0231
55202.0230
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J RIO vtitvEA AcaEfJ+CtR AttD CaYL1thnT t0 CafrSTACCT RQrO J►1r0 Dto[CATt FITTURt Fuet,tC
. atcIts or wo►r so Co+untre
Ktrcw AE.L,"#•nY rnast vacstena. sh.e MDARisou CAtTLe. iNWRPoA71TtD.
eakrtQ CA• ovhee(ol o[ the (ollowlnq descclbod lands Ln coaaldaestlon et ttutual
ieneLlls' Io be Amcea[ter deriwed do for Cltssaelves, lhelt hof►te, qeaneees, osalqas
and svteommor(e) !n lneereet AecabY apcs• tot
Canetruct aroad. when ro AL[eetsd bY the Sporen* Covntr Bnqlnese. to
° sarv• the iends Mroln desc[laod la aeeocdone• vlth the adopted Countr
road •tandetd• !or [utuca publle rigfit ot +esy Tsset X.
Sald ro4d •hall be contalnee Ln the do1lo++lrtq dosoelpod ciqhe ot vars `
!1 etrip oC loc►d belaq SO.00 tsst in vWC!►. be3nq IS.CO [eat vide on aecA sLdo ot the
tollovinq deucribe0 eente[lins. oves . upon, anA acrosskoe 11, atxk 28 ot COR822t
-_J1[f0tTT0H ZO GRECh0.tRL24 as per plat the[ao[ cecocdnd !a Voluoe `S' o[ Plau.Pnqe 30. '
Cameneiaq ec a polnt on the tfarsb lirto o[ Goe 13 o[ sa[d eloek 28, beinq 120.00 [eec
Eart oC the Horshv4at cornec mt fald Loe Us ttsss+co S 89•37•24• E.flonq sald HascA
. Aine ot Loes 13 and 14 a diaestsce oL 19S.00 teet so cAa TRUE POTNP OF 8Et'~. N111NCsChunee
S QO•91•08• N s distanee ot 657.19 iset to the Rort!► RfgAe o[ NoY llne ol 8eh llvenue
and the eossinoue ot thia eencarlL+s dea,csiption.
~EXCEP"t~ The rroech S.CO tooe ~aseot.
1~~
Ofllrer to SQoksne Countq a peoperlr @Lqnod artd esecuted Aiqht ot tter O*eQ ,
toverlnq •Nld elpAt o[ ..ar Ro aetoaloodats, s Lotucm ConntY Rosd to be
tanottuCCed Op a Csunty Aoad Tmpeo•ernt Ol*tt/et (iti0) Ln aeevrdanee v(th
•pproved County rcad standacdo.
o~ lluthoet=s Spoiran• CountY So qlace th+lr nametal on a peeltion ior the
losaaelon ef • Road foproveswee Clstelct (AIOl br the patltion sotkod
puesuant to Chapter 36.89 RCSt, uAleh potitlon lnelude• the a..nsrtal
• peoperty, an+d tuttAar rtot to onieet, Er the olqnlnq ot a ballot, or not to
pcocest to tAo tacoatlon od a Rt0 br the cosolution eotAod pacsuent to
CNspeee 36.88 BC1f, vhieh rveoluetor taeludes the ownee(s) pcopertY. tl a
A10 la (orsned br •Lthor the poeiitoa ar cooolutlon aaehodp s• peovtdod [or
►n Ctuapter 76.ee RCSt, the o.arye(#) ee sueeonsoelat tucthsr &qeeer (1)
~ lhat tfts lmprove"nls oe construetlan eonteeplated vithin the proposod RIO
ae• toselble, (2) tAse the Denetlt• ev D• detlaed ire+ eho tocmuelon ot
the IIIO pY !!1e pro"ctr lneludsd tAecein, teqelRrr vltA the swouat o( anr
County pattlelpatlon. OXCAtd* the sost •nd eapaese oL tonutlon o[ the
RtO. and thet tA• pcapertY vtthla tM propoob RID oultlalgnely
dtveloped. PCOVided, tuctMes, the ovner(ol oe sacee•soels) •Asll rot•tn
tlle elqht, Ae autAorlsad undee A!'W 36.80.040. Ro objeet to anr
- 4eooAesiwntle) on the propeetY a• a reevlt v[ the lspeovewne• eallee tAt
!n eon3smstlon vtth e1re locaatian ot a AIO by •ithos the pdeltion ot
eonolneion metAod u+sQer Cflaptas 16.8A Ae~1 srsd to spyegl to the suparlae
2surt the doelolon o[ the 8oaed ot Cavner . l..ton.r• •etirmlnp ctee
i tlnal onawomwne soil.
• 4lalna ot the loe,astlan ot sald BID or otAee eoad l,spro•emset projeet
ah&ll be dseem insd by Spokan• couotr con•letene v!!h RCI 36.68. TAe
•ttset lmpcovef"nt tutlsorl,sM Dy the RID er otAee lapcn.eu.ont peojor.t
shell 'tall for the lap[8w~wne og 1eaet •I' and 1!• iardLato geswt
•YslIs !o st 104st the aleslew Spobne Conoty Road standscda syplleael• to
Tract •X• 4nd the 1aawAlat• •tcp! Mtse at the tlae the AIO, ot otAse
' rosd Leopcv.~ne asoloet t• eonettvcte4. tl amajorley ol elis psoperey
o-wnee• dooler a AipAsr •tindard o[ eonsteuetlan. 4.9.0 qutteea.
urtdacqround drilnaqs, •tc., tAse otaadacd sAa11 pcrvall.
. My buLldlnq eonsttuetfd on aay rqccsi aDuttinq ?sset -Z• shail De •et •
' Latk (ras the TcacL 'I' bonn4acy Dr tAat dlstance «hiM equat• tho set
baek tequleewnes ot the sons.
• ( • 1 •RI ~ .
;a
, ~ n
:1560Z7( ;
• ~p• noriArIoN Unsr:►rcNr ur:cu i .
dQtMT1014 GLSEHCVT O[EO ~ie •
. , LO
f011 A;III IH COVS111C►U1TlUt1 oE bcnefltf to bo Jerivod by the Grnntors
FOd A•JU IN CQVSI0EMTIUN of benefits to ba derired ey the frentors from the constvuotlon by tho Crontoo of the Spokine Valley Project, Wadhingion,
~ fron the eonsttuetion br the'Crontee of the Spokane Valler Proigct, IlasAtnaton, : the unJarstGneJ O~OE w. CN40FRi esfnP,le nu~~
the unJersigned ¢FARBS W, C~[Q(4~
• .
o °
] ~ Jo hece0y CRIIYT ond COHYCY to ~Ilp lLYI1ED STA1~S OF Ab~RIG, !t~ wu~siore Jo hercDy fRAYT and C(1'IVI;Y to T11e UVITEI} STATCS OF AI~IIICh, !ts succossors
o11oM1ng JeserlboJ
~ o tnJ ysi;ns, t pel rlQht oi v~r ~nJ e~seoent on th~ Eollowtn~ descriSeJ opaondrnatssc l +~n+nnsl , n~eolpnter~a~rn otua an l Itrl~lRl~;itoo!tioe tuMeyrnanJout eesnnd ement ~ppurtan the (nce ss
'~lond ittuatod in Spokane Caunty, State of iltshlnaten, co eonatruct, reeonetruet, tl l""J sltumted !n Spokone taunty, St1te OI NaAl~idrton~ to con~truet~ reeon~t~uet~
V a
~ optnte and malncatn &n IrriQuion curnac uid ~puiten.nasr
a
` The mrth 20 feet of the ewth 25 feet oi the eas6 20 feet of tbe Tfve north 20 teeE of the eouth 25 feet of the aut 20 teat ot the
we~! 60 fee! of Lot 1S~ Block 2~f~ Cocbin Addi~lon to Qroer~c e
o veat 117 feet of Lot li, Hlock 28 Ce~ia Addition to Greeaacree,
= SQCOl'~ CO ~e !'000T'd0a t 0111m6 rw••.•, 1~•••
~°-accoMing T_FLt~ e 1 9pakne Cou~t~~ eW shir~lonPlb6 1"OaSlki6 "SK -o.l'
. Spoiane Couatyi Yaediagton. ~ Pz6
~
u ~ .
t
• ~
U •a
, n
° . T1io above tIcscrlbeJ reol estato 4s bolnq atquiteJ by the UnlteJ Statea Eor
1Ae ibove JestribeJ retl utate if beirtg aeQulreJ br the Untted Scaces tor the Duronu of Ileclapnntion, Depnrtment o( the Inteclor.
, the BuTew oF Aetls"tlonp reputment of 00 Interior.
IN N111IL•SS ItIICpLdI'. tlto Crantora abora nameit hove heteunto set thelr
° 1N N1INESS NIMAtOF, the Grancors abore nsmed have Aereunto get cl►r!r nanJs unil senls t1rls 4•~ Jnr of
hands ond seals thia 15th Jry ot Nooembo: , 19 65 ,
' L( _.J IL 4 e% lJ~
• ~ ~ ~ .;,-ty ~1 3% n. E G, hr Init bemrt eorRe N. CriRiter
~ r ~ ' bnle
°
weavvocn, cngger OCT 30 1§64
Br
~~OU~ ntr t!T"~yGru
sTnrI: nr wns11INrrvN
STAYE OF ItASII1tJCT'OH ) . s ss
: ss Cotnity oF Srokano )
Countr of Spokone
On thls 4Inr personnlly oppeoreJ oeEoro mo QMRAE W. CRIOaD1 ~
'
On this day parsonally appoatad befare me agoon W. GRIOW, a efnple num,
• "le eanl
'to mo knoNe► to bo tlto lnJlviJuals JesetllieJ ln ond ktto exeeuteJ tlto Mlthln
onJ forcnolng lnstrumcnt, ond feckesawloJged that they elgnod the simo es thelr
to rro knorn to be the indlriduals desetibeJ in anJ vho exeeuted the xithln; tree end voluntarr net anJ JeoJ, for the usee onJ purposes eheroln mentloneA.
anJ foregoinQ instsuoent, mid aeknowledQed that ther signeJ the sane u tAeir
tree and roluntary ut anJ Jeed, tor the usee an d pu~oses therein ornt3aaed. Gtven undor n+y hanJ enJ oftlclnl 9ht~
19
Gtven under q he
Novaaber 115 Wnd ofEiclil seal this utik dar' oE
• ~ ~ a
' i% R C Fadn Tu Emnpt , .
y~ 1~~- ~ • ^ Nottry ti e n on~l tor tho,
• „,R,~:.C~i,l~ ~ . Stnte of Ntshfngton
~
Mouty u~`61u in and~ar thfr , ItoslJing at , , . r ~ •
~ Tmm" Stace of Muh!e;toa
„
. ~ ►~p~ Aesfdtn= at Spokane . g~tg, Iy Coaamisslon sxplros ~IjoLlC16.
' ' • ' ~
~ 1b Coir~ission a~rpiras Ju],T 15~ 1966
.
.t\.:J
~
. ~ . ,
' e
~ ~•DEDICATION OF PLAT - PH ►NT PARK ►
. Sfd~ rord an"d iw Y-a s-asia; M fie Merntlned d Ihe rtCW btn 'd1trq perne;5* a'ri requeiEe`i uttlei; EFieio- ;el5;3a are spedfkoN dta(ted 'ai lhb Rnal. Qta1. Th[ SclDacso
fndkdW an thb plat may be vcried from if proper toning approvab cre obtained.
' lpb 4 and S an loarled an o tempmsY turn-=und. This lempcrary turn-arourrd nsq De utasded lo praride aea:o !o cdjocer►Z prape►ty atd far eormect lo mar!!nQ roods
• si driJo* vd /or cv"¢n neeb dxtata. The pubik Mtw ryslem, punuant' Go Ihe Waler Plan apprvvad by eaunh and atate hedlh cuthonliea. lhe Iocc) fire pivteciion dtstriet, counly BuiMtnq k Safely Qepcrimant
• and wator purveyor. stal1 be tnstaqed .bdn thb subdvioion, crid !he appfecnt 3hof! provide for &nd}viduaf dameoik eetnr sarviee 0 xeQ as Mprvtectron to eadh lot
prior 6o We deafi dot artd prEor (o Gauarm of a buMirrq peymit tor exb tot
1M Trod 'f pWe rovd contalned xrUun' !hb ploi b far lhe sale lus of lhe parctv ttM6 (}►e plcl Unli 3utlt Ume o (he modsay !s Improved mtd e,lablishcd m o pu4Jic
' rood.. J4+d b sub* to c Troct 'lC agteement teoocded wr uttde► 14tditcts Oosument Na 31x,LL1-332 Yhidh by relcrenca b mcde a par{ hereof.
WARNINC: SpokAr►e County has no nqporoiblQty to build, tmprove, malntain ar o4hanr6 servicx Ihe prfvata rocd cantained iithin ar ptoriding senrice lo the pmperty
dexnbW h lhh plcd. By aaeptUg thb ptot or euboeqvently by cllo.frcq a bufldhrq parmt to be inued an proQerly on a privde raad. Spokar+e Counly maumes no
obliqal3on tor said prWe med. and Uts o*ne~ hm-aby odumrlesi~ge lhat !h• Camtp hm no obllqotPon ol mp kbed or rtoture vhaboeve► to aatabCnh, examirte. survey,
coMruvt. dtw. rWcfr. tmprova, malrrtain or proride drvirtoge or moy remoYOt an a pnuate road. % roomnarl M end sha0 rw wRh itro ibnd ond shal be b''inq upan
thw ow,rw4). Iheit hein, sueewon or oniqm. includinq the obQqation to parikEpete in lhe maintenence at lhe prirate rvcd aa provided hercin.
' Th+ privtb rood as sho•n herron 'v an emement vhicfi ptvrida a meen.+ af irtqrew ard eqrai far thox W wUim lAe subdrvoion hv+rinq frnntoge hermon. The prirale
rood'3 vd drairaqe ememanb are st~jat to Ihe xpQate dedavtlon d eo+ronat m raaded~ uder Au6loa Doaanent Ha 241113003.0 11ta ty rdaexe is
mo& a pQt heno/. • ' .
• The omer(s) or sucoenor(s) tn fnterat agm to author¢e lhe Caunh to aloas lhrir nome(s) an a petillon for the fomaron of o!1tlD br petilian melhad punuant to RGw
36.94, ibdh pelrUon Enduda lhe o.nc+(s ' prvperly: and ltuiher not to objeet by tfie riqning af a proteat peGiton aqoirui Ihe loimalicn of v UlID by re+otuiton method
pur3uant to RCX Qwpter 36.94 which induda lhe oKner(s)' pmperty. PROMBFD. !hv conf'rtlort ahd not pmhibi! Ihe oener{s) or iuczrmar(s) trvm objecfing to anr
assessment(g) an lhe properiy as c newft af EmpmvemmV cded (ar in conjunctJon nlh lhe lannaijon of o IJllD by eMer pelitFon Qt raolutian rtnUmd wdsr RCX 38.94.
Eadh nev aw.On unit sran ae doubss--o~umbed raf connm-Um to rutum arww►~e ooUectian spterta. _
- , Subject (+o *edf'x apdioactlon epprawl eM k3uanee nl permib by the Nedth Offteer. IM we ef (an) an-siL se+'oqe rystem(i) muY bs autfrotfted.
. U» ot privvts xflle and xater syatam 19 prohibifod. ~
:
• . .
~ o•; UlMty eeswwnb shoYn on tho herefn desrnbed pfat an haeby dedicctsd lo the :ervin4 rttt'Si aompantee for lhe comtructian, teoonsLucllon, mointenmtco and opeatian
ol utitb'& ToQetfw Yh lho rkht tv fnspect scid trt~it 1es and lo !rim and/or nmove 6nnh md 6ta Ihat may Inttrfve vrVh fhe ccnstnicllan, mmnlaimrce and epervilon ol
mum
Ouptexes arv nat pcrmitted on the sRe. .
lol 10 Biodc 1, m shom herem n dedicoted to Spokane Cowty to be deed`ed for rood puryosa tarever at xxh 1'une m odjarsni PmPertj' b plaHed and lhe Ttod 'X eood.
is eOabfiahed m o puMic road.
Otdnoqg eoNnnanb. m ptattod mnd shorn hareon. rhicfi are lor the purpaee af }nstaft cpantin9 snd mainbnlninq dranege rrdas and druinaqe foa'Gtia, o cand,iioro
of ptd apQroYat ane haeby 7anted ta dhe pubtic •
Spokane Canh and b authoraed ogenb are herebp qran4od lhe * ol ivp-m and eqtm to, orer. artd fran said ea9emsnb tar the pwpooe al En~ md emagag
r~~nom of vatet QucGty ittoimenl s►►a;n (208 3r+rala ) artd otha dminaqe fasilitles, if ttot properiY rrrcintoined by Iha pivpesty orner. Spokano Count not
_ ocr~e9t lfw ~nlai(ity to anpect or mmntmn Uro dmiRage eamne+ib or 'uctrtr4e s*alea. nar d~ !he Cowty acent a:ry f~ab►Yuly for folure by t~ _ bl ec() to p~pe►ty
m~intdn x~ arem. .
The pmprly ornws iftin thu Rtat shail be hefd (eiporu►ble lor heeping vpen ad meintaitiutg the surfcce peih of naiurol ar mQn-mode dtvmcge Ro• ovef and amsa
tftdr rap+etk+ propettle:L
1ht proprv ovnNS slhin Uta Plat ehall maintain a11 *ala yuaiHy tttiatrnent nrcJes ('248 3■atea ) and drnir►age dtrhss sRvated on thdr mpactive propertiaa, and any
portlon d o 208 nde shiated h lhe puhlic rigM-af-.ey adjaml to IMit reipective'psvpKties. wRt a permana►t qrarld caver m speafiad an !he awrent appmved p{om
an tlo d tlw Cowly EngziteWs 0((IcL ihe Dmpdrtq ownm moy EnstoD apnved ihndba7 and/or aou Yhidh do rtot ebAnx! the Row ancl pacalel?en ol 3tortn drdinage
rraier jn !hw 208 rrale orsd drairtcqe ditchm. a9 tndicaied by the cccrfent oppmved plans an file with Rhe County Enqineer3 Ottice.
11w pnoqrh orner ot hb Rpresentatnra shall infarm eoch meceedinq purdwer ot aD draictage eaemsnb en lhe pmpertp and hi+ responsiScTrly for momtainfnq 9urtace
drai" ppds md s+rdw fitMn tcid eamrttrrtlL
Spok,oco Coasnly does not asccpt the rapoNibiGly oi maintainirtq the drainaqe cowie an prirale loV within drafrtoqs eawmanb ar tlaodplain nar the responsbiGly
lor ory doRqQ~ rhoboe,rer, indutfing, Dui not 6miied to. brtvene condemralion to any prnpettiss due tv deficiant cortsflur'Uon and or mabrlenance al drvinvqe ceurga tn
drarnop wwnmb an private PmPatY•
H N pmprtp e*ner (a.b lo mainfnln Uro iulfece path of rwtumf ar man-mada drvincQe Rew, or 1he "rroge siaie. a nolke ot such feifure moy be g'mn to the property
eww. M nat cortetted vc'th.~n the paiad 'mdicaled on sgi+i rtolicr, Spolcat» Cawity twi Ihe rigM to oorui (he meintencnce laRure. ar hove R comecied. ci (he eqenvar ol
the proq" oxner:
Jlny W&in9 !Mt is saniructed on o!ot G► tho Plat shoU be nt at such an elevation m cn to prvvide posffive dratrtoge o*cy from mry► dro3noqe ertby paint lo l" buldng
(Indu&nQ but not Gmited to cwindow •di. a rindow unprvlecled br Q rirtdox w4 or n doonvy). Said paaiNe drQinoqe ittd ev+uiit of o minimwn 3Iope of 3% mrcy
harr► b+idr+9 tor a afalarxe d at feaat 10 teat Imm the MAm. iM lob sfiall 6s grvded ao W ekar o? a!I rur1o11 'a rouied cYay from lhe bw'1:114 ond cotrveyed orer
Itw {d lo a natwal dtWna9e sxate or cpproved drainoge foaRy, ar bj drohoqe intarreQled on Ue lot b duposed o1 on tta bt In an approved drainoqe (aciGty. l ha
eqpraad dtnir►op famTAy shaJ be corotnicted fn vaordarrce rb !he oppmvad p4am an f1e d Iha Countp Er,qineees OfRoe. My revu-ons to !he apprvved draineqe plara
tnd be appewd by (he County Enqineers Qtl'ios prior 1,o eorwtnttion cf mid re+roaro.
• .
' Ho dlrrerl acrcta wilI be *wed Irom 1n! 9 lo Belqe Lone.
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PtiGE ~6~ J
VIIEN AECOADED RE7'UaH 1'Os VO~.1728
yoL. 1I 2vrAQE146V Starnper, Shemen, Stockar b Snlth, P.S. 9505180002 Attorneye nt Law aECU~'~ ' ~
Architectural Cantrol Cammittee, ne type and 9ryle of roaf materials must by t+pproveJ by veoe 720 eoone, sie. 200 pECLAItATIO(Y the Architectural Control Committee. SpAknne, wn 99201
QF
(TSS)
FOR AND RES7'ItICI'IONS ~
2) DUII.bINC LOCATI(~ PROTECTIVE COVENANTS
°N
Ezcept as may be stated to the eontrary in lhe Dedication of Plat, tocation ot shucture PI IEASANT PA RK
shell camply with slanderds established by the County of Spokene, Spokane, Washin6ton Know nll men by these presems, the undorsigned are the Title OwnersJAevclopcn of
for all strucroro set back requirements, the following describcd property:
J) AAGIIITECfURAL COMM]TTEE Lots 1 through 9 oiPheosMt Park, eccording to plat recorded in Volume 22 of
No swctuce shall be encled in this adJitian unti) two (2) sels of plans and Plats, poge 94, in SpAkane County, Washington
specificetions far said shucmres here bern submitted to and approved by en Architechunl hereinuller refeRCd to as "1'heasant Park" ar as the "Aroptny".
Control Commiqee whiclt sliall ini4apy consists of the following:
Orinn A. Marrison and Miltar A. Momson, ll. RECITALS
That the undersigned are Title OvmerslDevelopers of said propcrty prestntly being
The abave named committet members mey design~te replacement members in
writing if desired. Sfiould the Commiltee fai) lo rcject any submilted plans and developed iuto residentin) lots and hetcby declorc and impose tlie following conditions,
spccifications wiQtin thirty (30) days of rcceipt thaeof, the plen9 nnd specifications shall be resemtions, easementa and restrictive covenants as to the development of said Praperty and
deemed epproved as submined. Once ell lats heve been sold to home buytts, die Committee t1ic uses to which it mny be pur, snid dtclarotion censtituting covennnts which sliall apply to
shall be elected by majority vote of all lot owners, one vole per (ot. and run with all of the lend in low as well ns in equiry with the right to enferce them and to
be binding upon all persons now or hereafler owing or claiming or having nn ioterest in said
4) EASE 4~VTS Propcrty and being far the benefit of, and ns limitations upon, oll present end futua owners
of said PropeRy, this decluetian on rostrictions being for the purpose of ketping said
(A) UTILITIES AND DMlNAGE ProPertY desirablc, wifortn and swteble for tlu uses auid purposes indicated herein.
Eesements for installation and maintenence of utilihes end drainage facilities are DECLARATION
reserved as shown on the Rcorded plat end dcscribed in ihe Dedicalion of the plnt. Wilh 1~ie Awners hercby make the following declaralion ns to limitntions, restrictions, and
lhese rnsemrnls nn materinls slinll be placeJ or permitteJ ta rtmnin which mny Jemege ar
iaterferc ~vith the installation and maintenancc of ulilities or the dminnge fncilities requircd uses lo wliicli Ilie lots conslilu~ing seid adJiliom m~y be pul, anJ Ilie andusi6ned lurc~y
speeify lhnt snid declnrations sball conslitute caven3nts to run wilh nll the land as proviJeJ
by Spokane County andlar inslalled by the Dcvcloper. The ensement areAS of Ilie affected by law, that they shall Ue binding upon all plrties aad persons claimiag undcr thcm and for
lots and all improvcments in Ihcro shell be meintained continuously by the Ovmer of the lot, the btnefit of and limitations upon ell fuhue owners of said addition. This Acclaration o[
except For Ihose improvemcnts for which a public authoriry or utility company is Protective Covenants is desigiied for the purpose af keeping said subdivision desirnble,
responsible, uniform end suitable in archilectural desipn and use as speciCied herein.
(D) PRlVA'IE ROAQ MAIIVTENANCE AGREEMENT lj LANA USE AND EUII.DING TYPE
An easemrnt for the privale roed known as Btige Lane, within the subdivision (as No lot shall be used exccpt for tesidential purposes. No building shall be erecled,
shav+m on the recorded plet nndlor as descabed below) is reserved for the use, benefit and aItered, pleced, ar pecmitted to remAin on any lot other thnn one detnched single f3mily
enjoyment of all lots defined above in the subdivision, except far the Owma of Lot 9. All dwell'mQ with a minimum of a two (2) car atmched gurnge, and associated garages, habby
e Owners of such rcmaining lots shall be rcsponsible for their pm rata share, b~sed an the shop and other sdvchires. The exterior of all struucturss shall be of colors acceptable to the
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YOL 1728PbGE14C8 YOI, 172$Pb6E14(;7
occupicd until complcted. All homes to be constructed with e minimum of etteched two (2) number of lots sold by the Title OwncdDeveloper, of (he instollation, maintenartca, up keep
car gerage nnd lep siding on tront of rcsidence. and repair of the improvements to be made, '
(B) DUIL,DING SIZE Owncrs, by a mnjority vote, shall elect ane to lhree persons at the stari of eACh year to
esteblish n budget for the snow removal, maiatennnce, stnet cleaning and other road
No dwelling heving n Qoor space of less than IOAS square teet on the mein Ooor for a expenses fot that yenr, and soid persan(s) shell notify each Owners of iheir lat's pro rata
"Ranch" style home or "Split level" sryte hAme or 1,000 squam feet on the mein tloor or a share which shall be collectcd an a monthly besis and shall bt due l/12th of the lolal on the
two story building plus doubte ettached garoge, shall be permilted on eny trnct comprising firse Af cach month, provided howevct, since 9ome expeases ure seasonal, the elected
the subject PrAperiy, representatives may adjust the amounls requircd per month or makt one•time speciel
installments sufficient to insure adepuate rcvenues to pny anticipnted expenses. Failure oC
(C) ACC~SSORY S'ITtUCTURES any Otimers to pay any monlhly ar special installment within thirty (30) dnys uf the due drte
sholl nutomalicsilly constitute a lien on Ihet Owners lot. Lien shall be enfotceAble by Civil
All accessory stroetuns on any I,at shall be designed lo be built, including paiming, sclion and fgrecloseable as e mohgnge, with all costs, eltorney fees and title search fees to
with mn(erials and colars compatible with the exterior of tlu Iot's primery rcsidence anJ be ndded to the lien amounL tf netual expensa exceed budgeted expcnses, e pro rata sliorc
appravMl by the Arehitectural Rtview Commitlee, The Archilettura! Review Committee of suclt excas shall be due from ench Owner upon Uiirty (30) deys wrilten natice, and if
shaA also teview ot establish policies regarding the instellation of "CB" or otlier unpeid, shal) likewise conslilute n lien es described above.
communicaiioo antennas, windmills, solar pnnels, and other accessory or external featurcs
of a Lot which ceuse a notiueble cbenge to the exterior of the home sites, S) NlI1SAMCF,S
9) LANDSCAPING AND FENCINC . No noxious ar oRrnsivc activity shall be canied out upan any (ot, nor shnli anything
fsnces shall be wcll construated of otw suitable fencing meterial and shnll be be done thereon which may be or may become an annoyance 1o the neighborhood.
aesthetically pleosing and shall not detrect trom the appearnnu of the dwelling house b) TEbiPORARY STIt[JCTU1tE, S
locnled upan the adjacent Lols or building sites Ar be offensive to tlte owners or occupwits
Ihereaf. rencins will conform to the type of kecing customnrily found in the aree, i,e„ Na sUucture of n tempocary chamcter, dmiler, basemcnt, tent, shack, garege, barn or
grape stake, rustic cedar, redwoad, hevm stone, cyclone. Australian type, smooth electric or other building shall be uscd on any lot nt amr time ns a residence either temporarily or
brnided wirc. My other lype of fencing and especially single strand or barbed wiR shnll pcrmanemly.
nat be permined exeept with the expnss written consent of the owners of the edjacent Tract.
Lots, if not fully landscnped, lo be kept mowed foc fire prcvention and be kept free of 7) SICNS
noxiAUS wccJs.
No sign af any kind shal) be disptnyed to the public view an any lot except one
10) ANiMALS proftssional sign of not moro than one (1) square foot, one sign of not mocc tiian (S) square
fcet advertising the properry for sale or renk or signs used by the Developers ar a builder to
Mimals, nnd the keeping of animals shall confarm to the guidclinos set for►h by advertise the prapeny during the devslopmenk construceon anJ snles period,
Spoknne County within the definition of UR 3.5 Zoning.
8) BU1LUlNG RFOUIREM1ifNTS
11) CARQAGE AND REFiISE DiSPASAL
(n) arrEARnNGE
No lot sholl be used ar meintained as a dumping graund for robbish. Trash, garbnge
or olher weste shetl not be kept except in senitary conleiners. All incinerators or other All buildings shall be completed as lo exterior appeArance (including finish paiotcd)
equipment for the storege or disposel of such materials shall be kept in e clean and senilary with nine (9) months of commencement of canstruction unless prevemed from doing so
' candition, set baek a minimum of thirty (30) feet from the frant properiy line of any low beyond the cantral of Ilte Ownedbuilder, Any properry under conswction shall nol be
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STATE OF WASHINaTON ) yoi,17 28 PacE 14'7 U 12) tiVATCR SIIPPLY YOI. 1728 PAGE 1M.I
) ss. ~
County of Spokane ) No individual wnter supply rystem shall be pertnitted on any lot uniess such a system
is designed, locnted and cansUucted in accordence witb ihe rerements standards and
On Qiis b~'` de of Me I995befon me Ilie undersi ed n NotPublie in and ~w '
~ Y Y~ + ary recommendatioo9 of the Spakane County Hcalth bepartment, Approval o[ sueh system as
far the State o[ Weshingtan, duly cammi9sioned and aworn, petsonally appenred to me inslalled shall be obtaintd fram such autharity. All lols may be nquued to uriliu public
M(LLAR A. MORRI50N, II, to me Irnown to ba the Prcsident of MORRISON CAITLE, waler from the local applicable purveyor Ihercof,
MC,, the corporetion thet executed the faregoiog inshument, and acknowledged the said
instnunent to be the ftee and voluntery nct end deed of said corporotion, for the uses and 13) S'TpRAGB pF VEtiiCLES AND EQUIPM1tENT
purpo9es therein mentioned, and on oath stated Ihet he was aut6orized to cxecute the said
in9wment end that the seal eRixed is the cocporate seel of soid corparetion. The storoge of boats, motorcycles, campers, trailers, motor 6omes oi any ather fonn
of seasonal recreatian equipment, an(lor vehicles not used daily as a principel means of
V4!17NESS my hend and official seal hereto affixed the day tuid yettr Urst abovt transportation shall be in an enclosed building or enelosed within n fence that obacures their
wriiten; view from the road. Open storngt of inoperative vehicles or tquipment is prohibitcd, No
t ~ major repau of any vehicle or equipment shall be done except in an enclosed building.
~ •
Notafy Public in and for the S~ate i~"• t' 14) SBT BACK REOUIREMENT'S
of Washington, residing at
M Cammission Ex ires: ~ s
~ -
• Y p All outbuildings to be set back n minimum of 30 feet from the rear line of the
...nsidence, '
15) ACCCI'TANCE OF REPI,AT
It is understoal by al) parties tliat the undersigncd Title Owner/I)eveloper intends to
rcplat Lot 1 and Lat 9 te create smeller lots, and providing that covenants do not change for
hame standacds, the Owners will not objecL
16) GENERAi, PRQVIStQNS
(n) 7-rnnI
1'hese Covennnts are lo nin with the land and sliall be binding on all parties and all
pasons claiming under them for e period o[ Ihiny (30) ycara fram ihe dnlc Uierc Covenants
ue Rcorded, aAer which Ume said Covenents may be clianged if signed by a majority of Ihe
then Owners of the lots nnd rccorded egrceiog to change these Govenants in whole or in
pcut. Providedo however, during the frcst hvo (2) years uQer recording hereof, these
Covenants may be nltcrcd, amended or ttple¢ed by the Archilectural Committee and
thereaRer for the nexl twenty fivt (23) yean, Owncrs of two-thirds (2J3) of the lots may
alter, amend or replace lhese Covcnants.
, T54~'Af(l11TA7)
' C:~AedanCo~e doern#
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VO1,172$PAGE14i 1
(D) ENFORCEM1IENT
' Enforcement shall bc 6y proceedings at law or in equity agninst nny person ar
persons violating or n(tcmpring to violate any Covenant either to restraia violatian or to
recover dsunnge, by the Architectural Committee or nny IAt AWmer. Damages sltall include
reasanable auorney's fees and costs af litigation. 'Il►e fnilure by any tract owner to enPercc
~ any restriciion, covenant or wndition henin contained shall not constitute a waiver of the
right to do so thereafler as te a violntion of the mme or any other restriction, covenant or
condition occurring prior or subsequenQy lhereto.
(C) SEVERABILI'fl'
• invalidntion of srry of Ihese covenants by Judgmenl or Court Order shal) not atTect
any of tfie provisions which shall remoin in full iorce and effect.
' (D) MqRTGAGE PROTECTED
Nathing herein conloined shnll impair or defeat the licn of any mongage or deed of
trust now or hercnfler recorded covering any tract or tracts, but title to any F'roperty abtnined
: ns a tesult ot [oreclosuR either volunterily or involimtarily shell thercaftcr be held subject to
' all of Ihe ptovisions herein.
DATEA l~is 161h day of Mny,1995,
MORRISON CATTLE,INC.
r
By,
° MILLAR A. MOltR130N, It
Presidcnt
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d _
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9~}11170036` DFCIAMTION OF C(~VF.'f IUL 6 7 2 PbGE 116 ~
NAN
. 1 . . . . . ~ ~1 .
, In consideration of Ihe appraval by 5pokane County of P~1~ T PAVZK
; (ueteinoGer rafcrred to as ihe'Uevelopment'), tbe undersigned covenants And agrecs thnt;
1. Ile subdividerhponsar will eonstruat Au prfvnte roaJs and assoclnted drnic+age faciliiics in
~ . , conlormance witb the approved plons an file in the Counly Cngineer's O!lice.
2. A 1ot (t sern9 by e private coad wlien; a, lho only raad fronlagc fot ihe (01 in Ilie Ucvelopmenl is
a an the prlvatc rond, ar b. e lot fiaving lronlage an morc Ihon ene roaJ (publle or privdle) construcls
an approach to thc private road.
3. The swnet(s) of any lat ereated bY Iha Developmenl or alternalion Ihenof and servcJ by n privale
. ronJ aholl be tespensble (Ar mainlenanee ottaid privnte rond, including nsuminteJ Jrainage fncitiiiej
in conforniance with apptoveJ plans an (ile with the Caunty Engiueers o(Gca.
4. Maintenance financing af Ihe private maJs and assainted droinnge facilitien shall be in o mauner
Jelerniined by Ihe owneta of:
n. he majority of 1013 senrcd by auch privatc tond;
, Ihe mnjority af fronlaga el lota asrved by such privoie road;
~ a Ihe majorily square tootage of IaIs served by such privnle road; or
d .
. ' ' S. fn Ihe evenl sucli ptlvate tAaJ, including assaclnted Jrnlnaga incililies ia finproved to Spokane Counry
slandnrde (Ar publfa sireem anJ iho Csunty is willing to nccepl ihe Jedicetlon of sucl► road anJ
fndlitia, each lot owner eball exacute any documrnts necessnry to oocampllsh sueli JeJicaiion.
' 6. Ownen of Io1a withtn ►he Develapmenl who nre urvcd by sue?i rond, may sue and recover damogu
. and altorneyr's (ces trom eny owner ef any let wilhln Ifie Development whfah is similarly scrved who
refuud to pnrlicipnie in dro roaJ and drainage facil(tles, consttuclioa, finc►nci+ig, nnd maiulenance,
7. WARNINCs Spokene Gounty has no responeib(Ilry to bufld, Imprave, or nteininin or olherwise service
Ihc privale roads, ineluding associated drninaga facilllln, eontAined wilhin or ptaviding scrvice to Ihe
propcrly descrbed in thts Development tIy aatpting Ihn Developmcnl er subsequently by allowina
~ o building peiaiii to be issued tor propcrly an a privete rond, SpAknnt County nasuma no obligalion
' a (ar snid privnle raad nnd Ihe owners lureby acknawledge Ihnl the County 6as nu abligalion oE any
kind of natuce whalwever lu eslablish, examine, survey, conslruct, aUer, repair improve, meininin,
provide dtalnage or snow removal an o private road, or associated Jrainage lacilflies.
' 8. '{this covennnt nnd agrcement sha11 run with the lond and shall be binding upon 16e awncr, thcin ceics,
euccessors or assigns, including the ebligation to patlfcipate in Ihe maintennnce of the privau toad,
and Jrainnge fncllitiW ns provided herein.
- ' OWNER
' OWNER •
~ S7ATE OF IVASIIINCTAN )
UATf:D Ihis ~y(Jay et 191_,/
Counly af 5pakane
On this day peaonnlly appeared before me l J. Ivle.r•r iSri;,
knawn to me to be the individua!(s) Jescribed in and w!►o oxecuted tlie within and (oregoing instrumenl
~ and acknowleJged Ihat helshe/they signod lhe same as hMierliheir ffee and veluaiary act and deed far
a e' ibe uses and purpases therein nated.
CIYEM UNUER MY 1UNp ANt? OFFICIAL SEAL ihis 2-4- day of
a
• ~ - ~ 1 ~a...t:.. ~ . 4 ~
NQv 1 U 94 Notary Public in and (or ~~he Sla~te
af Washingtan, residing at Spokane
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2655.62'
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FOURTH AVENUE
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TRIINSNATION TRI.E IHSURANCE OOMP~NIC
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COR81N ADOITION TO GREENACR~hed, rne co,+~~r tunes No LiAei`mr ior am► I
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7 INV' S 0 .01, 08.0 ~ W 136,. 0000 99"8. 13192 _1 295. 00046, g
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PREC =A TO 156264 Area =-49267.32" sq ft 1.13102 ac
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N. .909 Argonne Road i. Spokane, WA: 99212 .
(509) 926-1322 p Fex: 926-1323
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CIVIL ENCINEERS AND" LAND SURVEYORS
N., 909 Argonne Rotid ~ Spokaqe, WA 99212
(509) ,926~=1322,1*:Fax: 9264323
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PROJECT # DATE+
PROIECT NAME: S h`~ r t Q i ect U05`_ 1G' PRQJECT SPONSOR: TEL # (S °`i) 7Z S ° 64-z?
PROJECT ENGINEF.R: yhf S•~ n~r~e~ a+n ee-ir' TEL #(SuR? `1 ZZ ~ l 32.Z.
(Itoad ak Dauagr Plaaa) s~~ n.~
PRO1fiCT SURVEYaR: on k''eY s f--' TEL 1~ (50 `I L~° 13 Z. Z
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(PW)
PLEASE PROVIDE A RESPONSE TO EACH OF THE FOLLOWING ITEMS.
GENERAL I'I`EMS -
Y. ~i.o llw. 1:3 1. A signed "AGREEMENT TO PAY FEES" form bas brxn submicced to Spokaae Counry aloog wich any
applicable plac fees, prior to auy pre-desigdpresubmictal mrxcing
,ro ~r~ 0 wAO 2. I bave a copy of. aad have revieweci ttie most recenc coodioons of approval and_ aoy EISlMDNS requirrmeucs
and condiaoas of approval have bexn iacorporaced in this ptau submiccal• '
PROJECT DESIGN
-desiga meeciag wich Spokane Couoty Developmenc Eagiaeering
,r.. ~rd Oww O 1. I 6ave eompteted a minimum of one pre
Sejvices Engineers where 3greeaieoc wa.s ceactiCd on draiaage desigu approach.
Yw 0 ,w 0 w,►0"' 2. I have includeci ctie resulcs of any geotechoicai. cescing thac is cequired by cbe design approach co verify dcsign
paraineters.
,r..0 13w,► C;r 3. I have iacluded aay tequired pavemeot design ealmladoas on new Public roadways as cequired by che
"SPOKANE COUNTY STANDARDS FOR ROAD A1YD SEWE.K CONSTRUCTION". latest cdidoa
,rd %w 0 rvAO 4. 'The road and drainage plaas compiy with the"STAIVDA►RD ROAD PLAN" requirements for plan, pro6le,
and cypical cross secdoa elemencs coucained 'en"SPOKANE COUNTY STANDARDS FOR ROAD AND
SEVYER COIYSTRUC'CIOlY" lacesc edidon eacepc as allowed chrough approved design deviaaons.
V., Gl~. ~m.% 13 5. Tle ciraiaage nrporc ioeorpomces the minimum requirements for a scrorm ciiai.oage aoalysis as aoced in che
GSM and ocher icems whieh are appropriate to demoascrate chat che design meecs all requiremeius of che
Spokane County Guidefines for Sconuwactr Maoagemrnt except as aUowed chrough approved d~ign
deviacioas.
,ru 9"ir.0 w.% 13 6. A eomplese dcainage basin map wich rime of coucentrazion patbs shown bars been included with the decailed bycirology caleulacions. Dcainege basin map shows copograPtiy. proposed drainage feaares, aad eorrelaces-
wich 6ydrology calculacions.
Y« 13 re 13wA, Eir 7. I bave coordinateii aaffic control and signing requirements with the Spolcane Couoty Traffic Engineer. These
requirr,mcars are shown on a separate plan s6eec; OR are iacorporaced inco the plm for r,ach road
,r..0 r4a 0 w,► go" B. I have included copies of all appcoved DESIGN DEVIATIONS which are required for cbis projert.
vo am. 13 wA 0 9. The plaas aad dzainage Teport are scainped, signGd, and daced, and co" che appGcable cemficacion
scacemenc.
Y.. 0 w ~ wA 'go'*' 10. [ liave included aa adequate erusion couaol plan and appGcable scaadard plaa noces.
Y.~ 0 No 0 wA13"' 11. I bave secured approvals from a11 applicable oucsicle ageacies swch as fire disaiccs where applicable aad 6ave
included proof of c6eir approvals..
Y. GI~D Cl wAO 12. I have provided an acceprable meaas for pecpecual maincenance of snreec aad draiaage facilides thac is
arcepcable co Spokane Counry and have securrd aad iacluded copies of any cequired easemencs•
Y. Gl'~ 0 wAO 13. I have reviewed che plaas, caleulaaoos and ocher submiual dara for complecearss. accurdcy aud coasiscency
and havC avbmiacd cwo copies of plaos aad (1) bowad cirai,oage repoct.
Vckpluv 1.QJOa95 1
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.:wurAuerscand thac che requiremCaes noeed abovr are- che miaimum rcquiremenes.nccessary r.?~^~rm a eursory, review-of che projaec
' plam-.:aincl tLatt-:ulclicioual-ivfo"rauauoa sLic e includei! with ttus.sutimiccal_as usxCSsary:l,
Ivnderscadd that;cliis submiccal willbe c6ecked for ;eomP P leceness ~ rioc'to review•,, aud chac it ,will be recurned for further informadon
-
~ if it is. found to be_ incompiecr. •
I understand that=tlLLS submittal-wilt not be accepted Por review (und pl3ced on the ceview list) until aIl required infonaation.
has"been,subinitted.
Form, eompteced by, che, respoasible:Eagineer:
Compaay; v►
; Addizss: , 9109 Air- 3..o h h. e= S~ o~C a ti e I iN ~ -`~'9 2 l Z-
Dare: t`!t.a Z'p ~
Foll , , . . . _
SUBMIITAL.: AccepcedJor review. - , - . _
,Recurncd -for sibmiccal of, thr followiag:
C GENERAL ITEM # : - •
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PROIECT DESIGN '
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RESUBMITTAL ITEM; f~• _ ,
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Foran renuued to• -
Company; • - ' _ _ _ ,
Address: ? - ~
Date: ~
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Spokane Couocy Pii6lic-Wor"i Devrlopmeac Serviccs '
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Kimball, Sandy
From: Hemmings, Bill
Sent: Tuesday, March 11, 1997 2:35 PM
To: Pederson, John; Davenport Steve DOBP
Cc: Harper, Pat; Franz, Dean; Kimbail, Sandy; Engelhard, Scott
Subject: Proposed Short Plat No. SP-1105-96
tmportance: High
I received the above referenced project application on March 3, 1997. The Development Services Section of
Spokane County Engineering has determined this application to be technicaily incomplete for the following
reasons:
• There was no "Agreement to Pay Fees" submitted with the application paclcage as required b Spokane
County Resolution No. 96-0293, Section .050 Determination of Completeness Paragraph ~A) (5). These are
the currently adopted administrative rules to implement the requirements that are contained in Substitute
House Bill No. 1724, State of Washington. This resolution went into effect on March 31, 1996. The relevant
section states the following: "Counter complete status may also include applicable fees and, in the
case of the Division of Engineering and Roads, shall inctud• a signed "agreement to pay fees: " I
believe we are all in agreement, that the existing fee agreement system for reviews, is very troublesome to
deal with. I am working with other staff and management in Spokane County Public Works to eliminate these
agreements and replace them with a fee of some type that can be paid at the time of application. However,
until this can be accomplished, these agreements are needed in order to reimbursement the County
Engineering office for the services that our section provides. If we do work on a project that we can not bill,
the county road fund loses money that they can use to match with other grant money. Our net loss for each
dollar that we can not bill, could be as high as three to four dollars, that could have been used to improve our
county roads. Therefore, we will be unable to initate the review of any of the application materials and any
other submittal information until we receive a properiy executed, original signature (not copied or faxed) fee
agreement.
There was no preliminary geahazard evaluation submitted with the plat application as required in Section
11.20.070 (D) (2) Geo-hazard evaluation, Preliminary Repott. There are no geo-hazards known to our section for
this area. We will not reguire a concept drainage plan for this proposal. If the proposal also lies in an area that
has a wetland and/or a Fish and Wildlife Habitat, the appropriate miUgation measures and permits, if any are
required from other agencies, will need to be obtained as the plat is bemg finalized. The identified mitigation
measures must be considered and used in the preliminary plat layout. The design of roads, utilities, and drainage
improvements must properly incorporate any recommended mitigation measures m the preliminary layout and any
concept plans that may be required. The Development Services Section of Spokane County Engineenng will be
unable to properly evaluate any app(icable land use application, until this report is recenred with a valid fee
agreement If the Division of Buildin8 & Planning's waives the requirement for a preliminary Geo-hazard
evaluation and report, we request immediate notification with the reason why such waiver is being
granted. We will then continue our review of the application without the above referenced report if we have a fee
agreement as stated above. If the report is waived and the fee agreement is submitted we would consider this
application as being technically complete.
Please inform the project sponsor of these issues as it is our desire to speed up the review process as much as
we can. Thank you for your cooperation.
~lll'~~r~t~rgo
Page 1
r RECEIVED
JAN 2 '-`1 1997
BEFORE
TtlE SPOICANE. COUNTY DIVISION UF BUILDING AND PLANMC-ft"Ift
IN TIiT MA'I'TrR nT' ) TiNQ[NGS ()F F.ACT,
SI-IURT PLAT NO. SP-1105-96 ) CUNCI.USIUNS ANIJ
DECISION
TI1IS MATTER, an applicatian far shart subdiuision of land frnm Mocrisnn Cattle, Inc. has
been ~received and was deeided unon, pursuant to Spokane County Subdivision regulalions, an
thc v?5!!* day af January, 1997.
f+'1NDYNCS OF rACT ANn CnNCLUSIpNS
1. The individual signing helow has further beeil prorerly delebated the responsibility for
renclerins the cleeisian by the Director of Spoicane Caunty t)ivision uC [3uildinb ancl
t'lanning.
2. The praposal is ta divide approximately 1.1 3 acr•es inta 4 iracts fur 1 existing single
family rzsidence anci 3 new additional residential tracts.
3. The pronosal is lacated at the northeast coriler of I3ei6c Lane and Eighih Avenue in tlle
NL 1/4 ol' Settinn 19, Township 25 Norlh, Range 45 E.W.M. Spokane Couiily,
Washington.
4. Thz existing zoiling of the property clescribeei in the application is Urban I2esidential-3.5
(UR-3.5), previously established as Agricultural (A) (f le no. 286-57) znninb in 1957 aild
redesignated to UR-3.5 on January 1, 1991, pursuant ta the Pragram to lmplement the
Snokane Counly loning Codz. I'ursuant ta RCW 58.17.195 the pronosal dnes eonturm
to the requirements of the existing UR-3.5 zone.
5. The Spolcane County Camprehensivz Plan clesignates this area as Urban. "I'he
developmenl anci uses, as pronosed and conditianev; are in eomplianre with this
designution.
h. Surroundinb uses are primarily single Camily residences.
7. 7'lic Srokane Cuunty Arterial Road Plan identifies Cighlh Avenue as a LQCaI Access
Roacl with a future right-oi=way width of 60 teel. The existing right-ot=way width is 50
feet. In order to implemenl the Arterial Road Plan, a slrip of pi•operty 5 leet in widtli
along tlie Ciglith Avenue t'rontage is to be set aside as a Future Acquisition Aren.
Therefare, as eonditiUned (sueh as improvements ancf aCC]lllSitlnlt arens) Ilie nroJiusEil
conforms to the Rnad Plan.
8. Tl» site is lacated vvithin the Ptiblic "f'ranspUrtation C3enefit Area (PTI3A). However,
rublic transit services to ihe site are not availahle at tllis time. The nearest cannecting
service is Iocated appraximatel_y 2 miles norlh ot the site.
9. The proposed~ shart nlat will be served by apublic water system. Waste water clisrosal
will be as a«thoriled by the Director nClltilities.
10. The required public notice was nrovided i~ar this propasal aizd agencies having a notential
interest in the project were notified ancl rec:ommendations solicited.
11. No written camments were receivecl fi•oiii a»y acljoining nroperty owners.
12. Recognizing the recommended conditions and Spokane County development standards,
the praposed short plat makes appropriale pravisions for the public health, safety 1nd
general welfare and lhat the public use and interest will be served by platting the
subdivisiun.
Tlie subdivision proposal is benerally coilsistent with RCW 58.17 and the Couulty
subdivision regulalions, pcomoting the publie health, saTety anci general welf'dire in
accordmice witll standards established by the Stnte and Spokane County. 'I'!le Division o1'
Ruilding and Planning has considered the Provision at' adequlte public facilities as cited
in RCW 58.17. t 1 U(2). More speciiically:
E •
a. opcn spaccs i: sanitaty wastc clispasal
h. cfrainage ways b. rarl.s and reCreatian facilitic;s
c;. puhlic 1nd/ar private right-hf=ways h. playgrounds
d. transit i. schnols anci schnol grnunds
e. poiablz watec j. sidewalks
1-3. `I'he proaect is excmrl 1'rUm environmeiital review uncler the Stale LiiviroilinentLll P()I1C1r
ACt Ptirauan► ta V1/AC' I 97-11-8A0 (C) (a).
14. The Central VaIley Srhnol District has commentecl on the praposed S1tar1 I'lal. Tlte
District has indicaled that existing sclinol facilities are inadequate to setve the prapasecl
sliort plat and wislies to negotiate with the owner to provi(le adequate rapital facilities as
required by tile Itevised C:ode nf Wasllington (RCW) 58.17.110. RevieNv by Cau»t)+
legal counsel indicates the condition requested hy the Schnol District can be requireci llor
develoPments. Arproval Ut' lhis sllort plat shauld includc condilions requiring that
provisions for Apprnpriatc facilities be in place prior ta recording the tinal short plt-it in lhe
!'orm af a written agreement between the owner and the school district.
nECYSIQN
l3ased upun the above noted rindings of ract anti Conclusions, Shart Plat Application
SP- I 1 QS-96 is hereby APPROVEI) for five (5) years, specif cal ly to rebruaiy 1, 2002 and
subjeci to eonditions notecl below. This decisian is final unless appealed in writing, consistent
with adopted appeal procedures.
CONDITTONS OF A1'PROVAL
All the below conditions impused sliall be binding on the "Applicant," wtiich teim sliall include
ihe dwner or oNvners of the property, heirs, assigns and successors.
SP()KANE CQUNTI' UIVISION OF BUTLDING AND PLANNtNG
1. Tlle proposal sliall comply with the UrUan Residential-3.5 (UR-3.5) zone ancl atlier
applicable Zoning Code chapters, as amendecl.
2. The finAl short plat shall be desigiied substantially in conformance with the preliminary
plat of record. No inerease af clensity or nuniber of tracts sliall occur wit]lout a change of
candition application submittal and approval.
3. The preliminary shart plat is given conditional approval for five (5) years, specifically to
February 1, 2002. 1'he applicant may stibmit an extension of time APplicaiion
approximately tliirty (30) days prior to the above expiration date. Application(s) for
extension of time shall be processed under the pravisions of Chapter 12.100.118
(Extension of Time) of the Spalcane County Subdivision Ordinance. If the applicant
complies witli the criteriA of Chapter 12.100.118, the preliminary approval and conditions
will be changed to rellect tlle adoptecl palicy and rtevelopment regulations at tlle time of
lhe extension lpplication.
4. I'riar to filing of the final short plat, lhe applicant sliall submit tn the Division of IIuilding
and Planning Director/designee for review any nroposed final short plats tn enstire
comnliance with these Findings and Conditions of Approval.
a. A survey is required of the subject property prior to filing of the final short p(at.
6. Appropriate raaci name(s) and streel address(es) sliall be indicated on the final sliort plat
i1iap.
7. nppropriate utility easements sliall !ae inciicated on the finzl short plat map. Wrilten
aPProval of utility easements by utility campanies musl be received priui• ta filing of tllz
tinal short plat.
8. Tlie (inal short Plat map sliall indicate by a dashed line the reyuired setbacks i'ronl all
private or public roads. The dedieation sliall contain the tallowing statemenl: "Side yarci
and rear yard setbacks sliall be determinecl at the tinie huilding nermits are requestecl
unless these sethacks are specitically drafied nn this f nal short plar. The serbacks
inclicated on this Plat may he varied from if Praper zaning ar variance apprnvals nre
obtained."
Findings and Decision SP-1105-96 ?
9. Three (3) current cerlilicales of title sliall be fiirnished to the Cc►unty Division al'
Btiilding and Planning prior tn tiling aFthe tinal short plat.
10. The applicant shall rontac:t tlle Divisian n!' I3uiltiing and Planning at the earliest rassible
stage in order to be informed ni' cacle requireinents administeredleniorced as authurized
hy the State [3uilding Code Aet. Design/devel4pment concerns include: addressing; firc
apparatus access raads; tire hydrant/ilow; approved water systems; building accessibility;
construc;iion type; occupancy classifieation; exiting; exterior Nvall protectioiz; and energy
code regulalions.
1 l. A plan for water facilities adequate for ciomestic serviCe and fire protec;tion shall be
approved by the water supplier, fire pratection district, Spokane County Divisioii of
F3uilding and Planning and Counly liealth authorities. The agencies vvill certify nn the
Water I'lvn, priar to ihe filing af the final shart nlAt or any phase of the preliminary sliort
plat, that the plun is in conformance with their respective needs and regulations. The
Water Plan and certification will be drafted on a transparency suitable for repraductian
and he signed by the sponsor.
12. 'T'he purveyor will also 4ertify on the Water Plan that arprapriate contractual
arrangements and schedule oi' improvenients have been made «rith the spnnsnr lo~r
constniction of ilie water system in accordance with the approved Water Plan. The timt
sc;hedule far impravements will provide Cnr completion of the water system and
inspection by the approPriate healtli atttharities rrior to applicatian for building permits
«►ithin the fnal shart plat. The arrangements or agreements will include a provision
holding Spakane Caunty and the rurveyor harmless from claims by any tract purchaser
refused a building permit due to the failure of the sponsor tn satisfactorily eomplcte the
approved water system.
13. The final shart plat devic:ation will contain the following statement: "The public water
system, pursuant ta the Water Plan aPproved by County and State Health authorities, the
local firz distriCl, County Division af Building and Planning, and water purveyor, will be
installed within this plat, and the subdivider/sponsor will pravide for individual domestic
water service as well as fire protectian lo eaGh tract prior to sale of each tract and prior to
issuance of a building permit for each tract."
14. No builciing permit will be issued for nny tracl «ithin lhe final shai-t plat until eeriitied by
a Washington Staie-licensed enbinecr that "the water systeni lias heen installed pursuant
to the appraved VVater I'lan for the final sliort plat," signed and starnped by saicl engineer.
The certifieation may be in the fani1 af a letter, but is preferred 1n be c;erti(iecl on a eapy
of the Water Plan as a schematic map showing the "as-built" water system.
15. "I'hc: Water Nlan and the above Cour (4) conclitivns pf approval regarding the VVater Plan
may be waived hy the Division of Building and I'lanning Director/clcsignec upon receipt
nf letters t'rorn tlie Appropriate water rurveyor and fire pratectian distric;t stating that
simrle connections to an existing approved water system will pravide adequate domestic
and tire rrotection wattr to eiisure the puhlic ficaltli, safeiy and gc:neral welfare.
16. 'ri,e srntiane C'aunty nivision of I3uilding and Planning shall rreparc and record with thc
County /luditnr Aa '('ille Notice sPec;iiyinb a liiture lancl acquisitian aren for roacl ri6ht-of=
wzy ancl utilities. The reserved fiuure ac;quisitioii area Title Nntice shall be relNased, in
full ar in part, by the Building and Planning Divisivn. The notice should be recarded che
same time as the tinal short plat and shall provide the fallowing:
11. A strip caf property 5 feet t'rom tlle existing right-of-way is reserveci Far futw-e
acquisiiican area lor additional road right-of-way alang Eibilth Avenue.
b. Future buildin6 and other setbacks required by ihe Spokane County Zoning Cade
sliali be measurecf f'rom the reserved ftiture acquisilion are7.
c. Na renuired Iandscaping, parking, '208' are7s, drainfield oc• allowed signs should
be lacated within tlle fiiture acquisition area for road right-oC'-way and utilitics. Il'
any of the above impravcments are made within this area, lhey shall he relacated
at the apnliCant's expense when raadway improvements are mac1e.
d. The future acquisition area, until arquirecl, shall be privatc; praperiy and mny be
usc:cl 7s aIlcawed in the zone, except that any improvcnients (sucli 7s landscitpinb,
parl:ing, surface draina6e, drainfield, signs ar oihers) shall be considel•cd interiril
iises.
Findings and Decision SI'-1 1 p5-9h 3
C. Tlle propcrty awner shall he responsible for reloc;7ting such "interim"
impravements afi the time Spokane Cuunty makes raadway improvements after
acquiring saicl future acquisition area.
17. The owner shall negotaate with Central Valley School District and submit a recorded
cory ot' a voluntary Agreement making pravisions for public schools Prior to finalization
and recording of the plat. Tlte Agreement shall provide a written description of the
suUject property to which the agreement apRlies and alsn state the clollar amount and any
other abreed to mitigating meastu•es.
"1'lle owner shall also iiotify any potential rurchasers w{lo liave made an agreemeiit to
purchase praperty within said plat pursuani ta the Revised Code of Washington (RC'VV)
58.17.205, that adequate provisions for school facilities must be made conditioned on a
fiiture agreement hetween the Platcor and schaal district.
Voluntary agreements between the owner and schaol dislrict shall conform ta the
requirements of RCW Chapter $2.02.
S1'O'KANr COUNTY DIVISION OF FNGYNLERING AND ROADS
1. Tiiat canditional apnroval af the plat by the Cnunty Cngineer is given subject to aPproval
of the road system as indicated in the preliillinary plat af recard.
That drainage plans and design calculltions showing the aiignment of drainage facilities
be submitted to the Caunty Engineer f'or acceptance prior to constructian and/or the filing
uf the final short pla1. Drainage Plans to be nrepared under the clirectian of a licensed
Proi'essiQnal Civil Engineer.
3. No tonsiructian work is to be nerformec] within the existing or propnsed public i•ight-of-
way LYn/il a pernlit has been issued by the County Engineer. All work is stibjec;t tn
inspeetian and apProval by the County rngineer.
4. The applicant shOuld be advised tliat individual driveway access permits are requiced
pi-iar to issuance of a building Permit for clriveway approaches tn the Caunty road system.
E-xisting County roads providing direct access to the plat shall be paved and/or curbed to
Spokane County standttrds.
b. Sidewal(;s and curb are required alcang Eighth Avenue.
7. To construct tlie ruad imprnvements stated herein, the apnlicant i»ay, tivith the apprnval af
tlle County Cngineer, jnin in and be awilling participant in any petition or resolution
w►hich purposes is the formation of a Roaci Tmpravement District (RIll) tior saicl
improvements pursuant tU RCW 36.88, as amended. At such time as an RID is ereated or
any Road lmprovement Project is sanctianed by Spolcane Couniy, the improvements
required (curb, sidewalk, drainage control and paving tn existing pavement) wiil be at the
sole expense of die untiersigned owner, their heirs, grantees and assigns. This prpvisian is
applicable to the required curb and sidewatk an Eighth Avenue.
8. As an altinlative methad of cnnstructing the road improvement stated herein, the
applicant may, with the approval of the County Cn&eer, accomplish the raad
improvements stated herein by joining and participating in a CoL►nty Itoad Projeci (CRP)
to the extent of the required road improvement. At such time as an ItID is created nr any
Itaad ttnprovement Project is sanelioned by Spokane County, the iinprovements req«ired
(ctirb, sidewall:, drainage control and paving to cxisting pavement) will be at the sole
expense of the undersigned owner, thcir heirs, grantees and assi6ns. This pravision is
applicable to the reqttired cuxb and siclewalk an righth Avenue.
9. That the foliowing statenleni shcill appear within the dedicatary language af the final
shnrt plat:
rindings and Decision SP-1105-96 4
1`hat in consideratican nf Mutual Benefits now ar to lae hereafter cieriveci, da for
themselves, tlleir lieirs, grantees, Assigns and successor(s) in interest hereby request aiid
authorize Spokane Gounry to include the above described property in a Road
Improvement District (R1D) aild to stipport the formation oF a Raad Impravement District
for improvement af the roAd(s) described below by requestinb anci authorizing Spakane
County to place their name(s) on a petition for the forcngtion of a Road Imprnvement
District pursuant to RCW 36.88.050, ar by requescing and authnrizing Spokane t'nunty to
cast their baUot in favox oC a RID being Cnrmed under the cesalution method pursuant tn
1ZCW 36.88.030, and/ar by not fiting a protest against the fonnation oi' a RID being
tormed under the aller,native resalution methnd provided for in ItCW 36.88.065 ancl
Chapter 35.43 ftCW.
It'a ItID is propased fror improvement al'ihe raad(s) deseriUeel helnw, sziir1 owner(s) Ilil(I
successor(s)further agree: (1) lhlt the improveiuents or construction contemplated witivn
the proposed ItID arc; feasible and (2) that the benefits to be derived fram the farmatipn
di' the RID by the property included therein, together with the amount nf any Cnunty
narticipation, exceeds the cost and expense oF formation of the RID, and (3) that the
property within the propased RID is sufficiently developed; provided, themselves, their
heirs, grantees, assigns and successor(s) shall retain the right, as autharized under RCW
36.88.090, to ahject to any assessment(s) on the properly as a rzst►lt of the improvements
cnlled for in conjunetion with tlle fornlltion of a R.ID by eittier tile peiition or resolution
metliod under Chapter 36.88 RCW and to Zppeal to the Superior C;ourt the decision of thc;
Bo3rd of Caunty Coi»missioners coniirminb the iinal assessment roll; provideci fui•ltler, it
is rccognized that achial assessments may vary from assessment estimate so Ipn6 as they
do not eaceed a iigure equal to the increased true and fair value imrrovement(s) add(s) tca
the nroperty.
I t is Curther acknowleciged and abreed that at such time as a RID is ereated or 1ny County
Road lmprovemenc proaect is authorized by Spakane Caunty, the improvements reqliired
shall be at the sale expense of the awncr(s) of properly within tite RlD Ur served by tlle
improvements without any monetary rarticipation hy Spokane Caunty.
1'he RID waiver containecl in this agreement shall expire after ten (14) years from thc date
at' executiun below. '1'his pravision is applicahle ta ilie required curb and sidewalk an
Cighth Avenue.
lU. The Cuunty Cngiileer has designated a Lncal Access Roadway Sectian Ior the
imrravement of L-'ighth Avenue which is ta he conslrucled hy PE-1740-93 Pheasani f'ark.
11. The proposed nlat shall be imProved to the standards set farih in Snokane County Board
of Commissioners Resolittion Na. 95-0498, as amendeci, wliicli establishes regulatinns tot•
rvads, appraaches, drainage and Cees in new construction.
12. '['he Gounty Engineer has examined this development Proposal and has determined that
the impact of this nroposal upon the existing County Road System warrants the roadway
improvenients hcrein specified.
13. The applicant shall brant applicable barder easemcnts adjacent td Srakane C'ounty Right-
nt=way per Spokane Couniv Standards.
SPUKANr COUNTY AIVISION nF UTILITIES
l. A statement shall be placc;cl in the dedication that: "The Owner(s) or Successar(s) in
interest agree lQ autharize the County to place their name(s) on a petitian Jnr tlie
farmatian ot a UL11J by netiUon method pursuant to RCV1/ 36.94 which the petition
includes the Qwner(s) prorerty and further not to nbject by signing of a protest netiiion
against the farmatinn uf a ULID by resoltttion methad pursuant to RCW 36.94 which
includes tlle qvtmer(s) prnperty. PRUVIDED, this eondition shall not prohihit 1he
Owner(s) ar Successnr(s) t'rom objection ta Any asstssment(s) on the prnperty as a result
of improvements calleci for in canjunction wiUi Uie farmation of a [JLID bv either
petition or resolutian' under ftCW 36.94."
2. A wet (live) sewer cannection to the area-wide publie sewer system is to be cunstructtd.
Sewer Connection permil is rzquired.
3. Appliclnt shall submit expressly to Spakane County Division of Utilities "under separate
rover", only tliase plan siieets showing sewer plans and specifications for public sewer
ennnec'ons and facilities for review ancl appraval prior ta the filing of the tinat shori plat
or the is5uance of permit tp connect.
rindings and Dec:ision SP-1105-96 5
4. Arrangements far nayments of applicable sewer cliarges must be made for priar to
issuance of sewer cannection permit. Note: "Chere is limited amount at capacity in the
Eighth Avenue ancl Long Road s`wer line. lt may be necessary for the project to find
7nother point af connectian to the sewer.
5. Any waler service Ior this project shall be provided in accordance with the Coordinateci
Water System Plan far Spokane County, As amencied.
SPOI{.ANC IZE, GIONAL HEALTI-I DISTRICT
I. Sewage disposal method shall he as 1uthorized by the Director of the Spokane Cpunty
Division oi'Utilities.
2. Water service shall be coordinated through the Spokane County Division of Utilities.
3. Water service shall be by an existing piiblic watcr supply when appraved by tlie Regional
Engineer (Spokane), State Department of Health.
4. Prior to fiting tbe final shorl plat, the sponsor shall demonstrate to the satisfactipn of lhe
Spokane County Health District that an adequate and potable watec supply is avnilable to
each tract of tlie plat.
5. Prior to filing the final short plat, the sponsor shall present evidence that the plat lies
within tile recorded service area of the water system proposed to serve the plat.
6. A public sewer system will be made available for the plat, and individual service will be
provided to each tract prior to sale. Use of individual on-site sewage disposal systems
shatl not be authorized.
7. A statement shall be placed in the dedicatiun ip the effect that: "A public sewer system
%vill be made availablc for the plal, and individttal service will be provided to each tract
prior to sale. Use of individual an-site sewage clisposal systerns shall nnt be authorized."
8. The dedicatory language an the plat shaU state: "Use of private wells and water systems is
prohibited."
APproved theA250day of January, 1997.
F , ~I v G G
J. TODD ~
C'lannei•
Under State t.aw and County Urdinlnce, you have the right to appeal this decision to the
Spakane Caunty Hearing Examiner. If yau desire to file an appeal, you must submit the
aPprnpriate Arpeal Apnlieation together with the requirecl Fee, payable to the Spokane
C'atinty Divisioil o-f I3uilding a»d Planning, witlun iourteen (14) calendar days from the date
this decision is signed. Upun receipt aC a cumplele appeal application, a public henring will
he schc:duled.
I f you have an}► questions, please cal I the Plailning Section at 456-2205.
c: SpQkane County Division af Cngineering and Roads
Spol:ane County Division af Utilities
Spokane Regianal Health UiStrict
Spokanz County rire District No. 1
Central Valley Scllool District
Consolidated Water District
Morrison Cattle, Inc.
Simrson Engineering, Inc.
Findinbs aild Decision SP-1105-96 6
S I' V K /x N E' L ' L C~ U N' I' Y
OFiICF or TI IF C.'(lUN fV ENGINFFR • ~ A DNISInN taF T11F 1'IJRI.fc W(aRKS I7Ft'ARTMENT
Ranald C. Hortnann, 1'.F., C'ntinty EnRineer DPnnis M. Scott, i'.F., Uirector
AGREEMENT TU PAY FEES
~
ENGINEER'S AGREENiENT NUMAER //J)~
/
This agreement between Spokane Ccauuty and * ti
,
name c penon
whose interest in the project is (D uu v~ -e, Yr
,
ti.e. nwner. agcnr, etc.)
is entered into this -1 day of Fe brua,v- ~r , 19 9,L. This agreement is applicaUle ta the project
known as: Q-4*I 1 O5 - 9 (o
p aJcCt auctrc." or inename a iiie numoer)
That the individuals and parties named lierein as Iiaving an interest in the above described property or project
agree tu the fotlowing:
1. Reimhurse SPAkane County for praject review and inspection fees as specified in Chapter
9.14 of lhe Spokane County Gacle. The Cees wiil be hased an actual salary casts incurred
by Spokane C'aunty far project reviews and / or inspections plus a ten rercent
administrative cliarge, aitd will he hillecl tnnnlltly as accrued. /1ny biiling amaunts due,
including any expenses incurred in the coliection of an overdue account, must be paid
prior tcr the Caunry's acceptance of the project far filing. If a project is approved and/ar
filed with abalance still awing, the unpaid balance shall he paid within 30 days of the
invoiCe date.
2. 'Tlie tmcler-signed agrees that these fees are due and rnyahle uron reeeipt of the hilling as
speciried ahave.
3. Any invoices ncat paid within 30 days of the invoice date will be coiisidered detinquenc.
If any outstanding batance on the accaunt fnr tilis prnject is not paid within 30 days of
the invaice date, no further reviews af the project documents will be ccanclucted until tlle
entire account balance is paid. Any batance an the accaunt for this prAject not paid
witliin CS days of the invnice clate rnay result in legal acticm or the initiatian of other
collectian procedures, inCluding referral lo a cnllection agency. The Sponsor will he
liable for any and all expenses incurred by the Caunty for the coileciion af Averdue
accounts.
4. The manthly billing shnuld be iit ta the attentiAn of:
NAME:
AUURESS:
CiTY, STATE:
ZIP CODE: f ~?O Z 7
PHUNE 92 ~a 7
~
I understand that failure to pay these fees may recult in delay in campletian or approvat of the project or other
pacsibte sanctions.
[A [f this fee agreement is campleted by someone other than the Srnnsor (i.e., the project
owner or a principal in the firm sponsoring the project), such as the Engineer designing
the praject, then written autharization from tlie Sponsor sperifically Authorizing the
Agent to execute this Fee Agreement ' hed to this ree Agreement.
SIGNATURE F3y- j~
(PRiNT NAME)
RETURN YELLOW COFY TO SPOR;ANE GOUNTY ENGINEERS
k1p11tagreemen.fee 2/1/95
10?.6 W t3roadwa,y Ave. • Spokine, WA 99260 0170 • (50k)) 456-3600 T'A X: (509) '%24~ 34iR T[)I.a: (5U9) 324 .1160
i ,
~
' MOR;RISON CATTLE, INC.
i EASr 22305 EUCLID, 928-6427~ 5 5 01
pTIS ORCHARpS,.WA :98027
98-574
~~d ,zs~
- ~
PAY -,1O THE ~ ~ C, t- - ~ • .
oROE
DOLLARS
~ FARMEASlil MERCHANTS"BANK
ROCKFoAO,OWIcE -
ROCkFOR0,1vASHINGTON, 99990
MEIbBER,FDIC ~
. s -FOR -
ii° 0 0.S:5 0: L 1: 5 2 5 b05 7 4LI: L0 0 5,2i~9 1, 7
. . .
i N U MB E R
oArF zRECE I PT 9~ 95,00-4
RfCEIVED fROfN 9-ts(lQ
-A<Idress
:
p~ ~ oo«nRS
PWI-r
_
ACCOUtVT
- HOW PAIU
aninroci G
0
AMOUNT
~ ~0NEY
3 mma~ BAIAkCE h1
~ °Wuaoni roeD IpUE OKU[N'
a
~
OFFICE OF THE SPOKANE COUNTY ENGINEER
1026 W Broadway Ave, Spokane, WA 99260-0170 (509)456-3600 Fax 324-3478
"ENGINEER'S CONDITIONS OF APPROVAL" SHORT PLAT3
T0: Spokane County Planning Department
FROM: Division of Engineering & Roads ,-~4 i~-•~~c/~n,~
DATE: 12/17/96
PROJECT: IIR-3.5 SINGLE RES
FILE SP-1105 /
Hearing/Review Date: -12/24/1996
Sponsor/Applicant: BUD MORRIS
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 Caunty 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 use of property as proposed:
1. That conditional approval of the plat by the County Engineer is given
subj ect to approval of the road system as indicated in the preliminary
. plat of record.
2. That drainage plans and design calculations ahowing the alignment of
drainage facilities be submitted to the County Engineer for acceptance
prior to construction and/or the filing of the final plat. Drainage
plans to be prepared under the direction of a licensed Professional
Civil Engineer.
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 praviding 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: App:.iran: BUD MOEtRIS
Engineer/Surveyor MIE:E PHILLI [S
pag`e
SF-il05
a
t
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 3 6. 8 8, 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 heir9, grantees and assigns. This provision ia applicable
to the required curb arid sidewalk on Eighth Avenue.
e. As an alternative method of constructing the road improvement stated
herein, the applicant may, with the approval of the County Engineer,
accomplish the road improvements stated herein by joining and
participating in a County Road Project (CRP) to the extent of the
required road improvement. At such time as an RID is created or any
Road Improvement Project is sanctioned by Spokane County, the
improvements required (curb, sidewalk, drainage control and paving to
existing pavement) will be at the sole expense of the undersigned
owner, their heirs, grantees and assigns. This provision is applicable
to the required curb and sidewalk on Eighth Avenue.
9. That the following statement shall appear within the dedicatory
language of the f inal plat:
That in consideration of Mutual Benef its 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 deacribed property in a Road Improvement District
(RID) and to support the formation of a Road Improvement District for
improvement of the road(s) described below by requesting and
authorizing Spokane County to place their name(s) on a petition for the
formation of a Road Improvement District pursuant to RCW 36.88.050, or
by requesting and authorizing Spokane County to cast their ballot in
favor of a RID being formed under the resolution method pursuant to RCW
36.88.030, and/or by not filing a protest against the formation of a
RID being formed under the alternative resolution method provided for
in RCW 36.88.065 and Chapter 35.43 RCW.
Pag'A 3
~
If a RID is proposed for improvement of the road (s) described below,
said owner ( s) and successor (s) further agree :(1) that the improvements
or construction contemplated within the proposed RID are feasible and
' (2) that the benefits to be derived from the formation of the RID by
the property included therein, together with the amount of any County
participation, exceeds the cost and expense of formation of the RID,
and (3) that the property within the proposed RID is suff iciently
developed; provided, themselves, their heirs, grantees, assigns and
successor(s) shall retain the right, as authorized under RCW 36.88.090,
to object to any assessment(s) on the property as a result of the
improvements called for in conjunction with the formation of a RID by
either the petition or resolution method under Chapter 36.88 RCW and to
appeal to the Superior Court the decision of the Board of County
Commissioners conf irming 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 f air 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 Commissionera 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 warrants the roadway improvements herein specified.
13. The applicant shall grant applicable border easements adjacent to
Spokane County Right of Way per Spokane County Standards.
I V
~
Ertge.ihard, Scott _
" From: Hemmings, Bill
Sent:. ' Tuesday,,. Decemberi10, 1'996 12:55 1PM
To: Todd; John;, Pederson,.John
Cc: Harper; ;Pat; Engelhard, Scott;'Frani,, Dean
Subject: Pr.o,posed Short Plat No: 1105=96 .I received the above, referenced.short plat.proposal; on, Dec..1,0,,,1996: .Since it,is in an area of approved :`soiis,'we
will ,not,requir,e-a concept..drainage plan. We: recommend~ using:tiie; standard drainage:condition -for plans for the.
conditiori~s, of approval. ~
- O
. ^
i 0
' N
Page 1 . i
k I
PAGE 1 09:13:17 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 RD (START) U 16 PAVED 20
• 00.343 W I LI,AMETTE U 16 PAVED 20
00.370 CHRONICLE RD (END) U 16 PAVED 20
00.510 CARNAHAN 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 DICKEY 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 THIERMAN ST U 16 PAVED 20
01.550 ELIZABETH RD (END) U 16 PAVED 20
01.630 BRADLEY 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 GIR.ARD RD ( END ) U 16 PAVED 20
01.870 GIRARD R.D (START) U 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 8TH AV (START) 00.000 DISHMAN-MICA 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 HER.ALD RD ( END ) U 16 PAVED 24
00.520 FELTS RD U 16 PAVED 24
- 00.640 RAYMOND RD (END) U 16 PAVED 24
8TH AVE 00.660 HARMONY RD U 16 PAVED 24
STH AV 00.710 OBERLIN 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 II 16 PAVED 22
01.280 BOWDISH RD U 16 PAVED 20
01.530 UrTION RD ( END ) U 16 PAVED 20
01.660 ROBIE RD (END) U 16 PAVED 20
' 01.780 SR 27 (PINES) U 16 PAVED 20
01.920 HOUK RD (END) U 16 PAVED 20
01.960 HOUK RD (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 R.D ( START ) U 16 PAVED 30
02.590 BLAKE RD (END) U 16 PAVED 30
02.720 MAMER RD U 16 PAVED 22
02.610 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 09:13:19 11 DEC 1996
Road# Road Names.......... MPoat. 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 WA►RREN RD ( END ) U 16 PAVED 32
03.320 ADAMS RD U 16 PAVED 22
03.350 MARCUS RD (END) U 16 PAVED 22
03.410 MARIGOLD RD (END) U 16 PAVED 22
03.470 BURNS RD (END) U 16 PAVED 22
03.570 PROGRESS RD U 16 PAVED 22
03.670 ST CHARLES ST U 16 PAVED 22
8TH AV (END) 03.820 SULLIVAN 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 (START) U 17 LIGHT BITUM. 18
01.210 COLONIAL DR (START) U 17 LIGHT BITUM. 18
01.330 GLENBROOK ST (START) U 17 LIGHT BITUM. 18
8 TH 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 BITIIM. 20
05869 STH AV (LIBERTY LAKE 00.000 WEST END TO MCKINZIE R 09 GR.AVEL 12
00.020 MCKINZIE RD (LIBERTY R 09 GRAVEL 12
00.150 GARRY RD (LIBERTY LA R 09 GRAVEL 18
5 Records Processed
-ar • A
AN
IF~ ~
S K G O L,1 N "T' Y
AEPARTMENT OF Bl.'ILDING Ahi) PL.ANti"I1G • A DIVISlQN OF THE Pt,BLIC WORFCs DEPARTtitE`?
Jdx.titfs L. TMaNSea:v, C.B.Q., DcREcrOR DENWIs M. SeoTr. P.E.. DtREeTOR
MEMORANDUM
TO: Spokane County Division of Engineering - Transportation Engineering
Spokane County Division vf Engineering - Development Services
Spokane County Division of Utilitizsz Jim Red
Spokane County Health District, Steve Holderby
Spokane Gounty Fire District No. 1
Consolidated Irrigation District No. 19
Central Valley School District No. 356
Spokanz Regional Transportation Council
FROM: J. Todda Planner
DATE: December 14, 1996
SUBJECT: Proposed Preliminary Short Plat No. SP-1105-96
Attached is a copy of the application and proposed short plat map submitted by Morrison Cattle,
Inc. for the subdivision of approximately 1.13 acres into 4 tracts for 1 existing single faznily
residence and 3 new additional residential lots in the Urban Residential-3.5 (UR-3.5) zone.
Please review this proposal and return your written comments and recommendations to me by
December 24, 1996. If you have any questions regarding this file, you may contact me at
456-?205.
Enclosures
Copy without enclosures to:
Nlorrison Cattle, Inc., c/o Bud Momson (owner)
Charles Simpson, Surveyor, Clarence E. Simpson Eng.
HD-SP-1105-96-AGCY MEl410 (CIRCULATiON)
1026 WEsr BROaDwAi Ave%tuE • SrOKLAtiE, WASH[NcTON 99260
$UILDING PHUNE (509) 456-3675 • Fwx. (509) 4564703
Pc.A,tiNtNG PNONE• (509) 4-56-21205 • FAX (509) 456-2243
TDD: f 5091 3?4-3166
SPOKANE COUNTY PLANNING
PRELIMINARY SHORT PLAT APPLICATION
PA RT I
A. GENERAL INFORMATION: ~
A •
E OF APPLICAIV'T/REPRESENTATIVE:
NAM
MAILING ADDRESS: C C6'44 ~ CITY : STATE: //.1 A zIP: IZ
PHONE: (work) (home)
IF APPLICANT IS NOT OWNER, INCLUDE WRITTCN OWNEIt AUTHORIZATI4N
FOR APPLICANT TO SERVE AS ItEPRESENTATIVE.
LEGAL OWNER'S NAME: &:L~ -774V 0- PHONE:
MAILING ADDRESS:
PROJECT/PROPOSAL SITE AREA (acres ar sy. ft) A r~'d-- ~
ASSESSOR PARCEL #S OF PROJEC'T/PROPOSAL ~S~ q/• L~ ~cl
ADJACENT AREA OWNED OR CONTROLLED (acres or sq. ft.) ~~Xa_
ASSESSOR PARCEL #'S OF ADJACENT AREA OWNED UR CONTROLLED
5'5 / 91. 7,:2 DI
STREET ADDRESS OF PROPOSAL N 1~1
EXISTING ZONE CLASSIFICATION(S) (DATE ESTABL[SNED) U'
EXIS'!'ING USE OF PROPERTY N 1'q
COMPREHENSNE PLAN CATEGORY LA 2 6.09 SCHOOL DISTRICT
FIRE DISTRICT WATER PURVEYOR tOISD 4
PROPOSED USE OF PROPERTY:
Single family dwetlings (I. Duplexes O Multifamily dwellings O
Manufactuted homcs ( ) Business ( ) Industrial ( ) Mixed Use ( )
Other ( ) - Describe: .
LIST PREVIOUS P G DEPARTM ACTIONS INVOLVING THIS PROPERTY:
t/iS~ o c/a
B. LEGAL INFQRMATIQI~. ~
LOCATION OF PROPOSAL:
r
SECTION TOWNSHIP 4s IZANGF
OV[DING ACCCSS: r t-4 4U'^ ~ ~e-
NAME OF PUBLIC ROAD(S) PR
,
WIDTH OF PROPfiRTY FRONTING ON PUBLIC ROAD:
DOES THE PROPOSAL HAVE ACCESS TO AN TERIAL O PLANNED ARTERIAL ~ YES NO
i~tAME(S) OF ARTERIAL ROADS
~
RECEivEo
SPOKANE COUNTY
DEC 31996;
OIVlSlON OF BUIL01Nt3 AND PLANNIIVG
RY:
. '
pRELIMINARY SHORT PLAT APPLICATION Page 2 of 4
LEGAL DFSCRIP170N OF PROPERTY (Attach legal descripuon stamped by Land Surveynr). IPTCLUDE
LEGAL DESCRIPTIO FOR ENTIRE REA TO BE SUBD ON PRELIMIN RY S ORT T.
- -4 T E
~f jewt'/. i .
~
IF YOU DO NOT HOLD TITLG TO PROPERTY, WHAT YS 3fUUR INTEI2EST IN I`f?
C. PRELIMINARY SHORT PI,AT GENERAL INFORIVIATION:
NUMBEK OF LOTS: ~ GROSS AREA: 1.13 HTYPICAL LOT SIZE: 119 8¢ O '0 PROPOSED NET DENSI''Y*:
SMALLEST LOT SIZE: J9 fflO s • MINIMUM FKUN'tAGC: fb -0
PROPOSED SQURCE OF WATER:
Individual wclls O Public system ~ Pcivate Cnmmunity System O
Other ( ) - Describe: PROPOSED MEANS OF SEWAGE DISPOSAL:
Public sewer K_ Community system O Septie tank and drainfield O
Double Plumbing Dry Sewer Other
Describs: UTILITY COMPANIES AIVD/OR DISTRICTS TO PROVIDG SGRVICE TO THIS PROPOSAL:
Eleetricity: WQ)p Scwcr.
. /
Gas: __l~ P Water: ~a°17G"`- ~-~'/t Phone:
DO YOU, OR THE OWNER IN THE EVENT YOU DO NOT OWN THIS PROPERTY, HAVE ANY
PLANS FOR FUTURE ADDITIONS. EXPANSIONS 4R FURTEiER ACTIVITY RELATED TO TH1S
I'R4POSAL? Ycs No><` IF YES, EXPLAIN:
D. PRELIMIIIARY $HQRT PLAT IMPRQVEMENT INFORMATIC)N:
LEVEL OF STREET IMPROVEMENTS PR4POSED: Private roads
Public roads Arterial raads TraCt X roads
DESCRIBE ANY COMBINATION OF ABOVE: .
ESTIMATED TIIVIE PCRIOD EXPECTED FOR COMPLE'TE DEVELOPMENT OF TI-iE SUBDIVISION:
I5 PHASING OF 1'HE FINALI`LATION OF THE SHORT PLAT PR4POSLD? Yes O Nv O
IF YES, SHOW PHASING ON THE @RELIMINARY SHORT PLAT MAP.
IS DEDICA'fION OF LAND FOR PUBLIC USE CONTEMPLA'TED (Parks, schnnts, etc.)? Yes O Nn ( a
IF YES, DESCRIBE: * NET DENSITY IS UMTS OR LOTS PER ACRE M1NUS PRIVATE AND/OR PUBLIC ROAD AREA.
PRELIMINARY SHCIRT PLAT APPLICATION Page 3 of 4
PAItT II
TH1S SE-CTION OF THE APPLICATION WILi, PR4VIDE THE PLANNING DEPARTMENT STAHE WITH
WRI'ITEIV YERIFICATION THAT THE APPLICA►NT HAS HAD PRELIMINARY CONSULTATION W1TH7fHE
AGENCIES [DENTIFIED. RESULTS Or THE PRELIMINARY CONSU[.TATION SHALL BE INCORPfJRA'i'ED
iN TkIE PROPOSAL BEFORC MNAL SUBMITTAL TO THE PLANMNG DEE'ARTMENT.
FIRE h1ARSHAGLIFIRE DISTRICI'
A. 'i'HIS PROPOSAL IS W.ITHIN FIRE I'ROTEC'['ION D,J,S.TRICT NO. ~
B. ADEQUATE ARRANGEMENTS (HAVE) ( C- BEEN MADE TO MEET OUR NEEUS
IN PROVIDING FOR AN ADEQUATE WATER S M AND PACILITIES FOR FIRfi
PROTECTION PURPOSES.
C. RECOMMENDED FIRC FLOW: ^T g U ; OR UNABLE TO CALCULATE NOW
BECAUSE USE IS NOT DEFINITIVE; AND WILL BE UETERMINED AT BUILDING PERMIT
APPLICATION TIME.
D. FtEQUIltEMENTS INCLUQE:
U~uw gl~qr
FIRE DISTRICT 'IGNATLIRElT1TLE UATE
WATER PURVEl'OR
A. SATISFACTORY ARRANGEMCNT5 FOR Dal114F~TIC W~+►TER AND F1RC FLOW
REQUIREMENTS (~iAVE) ~ k4flAYE NOT)j BEEN MADE.
~
B. REQUIREMENTS/COMMENTS: I-IL LU~ ,/~'~►''/e'
~
&rl~-d4tR
/WATER DISTRICT SIGNATU , DATE ,
COUNTY ENGINEER
A PREL.INIINARY DISCUSSION HAS TAKEN PLACE AND GENEItAL REQUIREMEIYTS FOR ROADS
AND DRAINAGE HAVE BEEN DISCUSSED W1TH THE APPLtCANT.
A. COMMENTS:
~
SIGNATURCfI'I fi DATE ,
COUNTY UTILITIES
A PRELIMINARY DISCUSSION HAS TAKEN FLACE AND GENERAL REQUIREMENTS FOR
5LlBMlTTAL OF THIS PROPOSAL (HAVE) (HAVE NUT) BEGN SATISFIED. THE DESIGNATEI)
WA'TER 1'URVEYOR FOR 'I'HIS S1TE jS ~M1~)~. ~tw-.5- h
A. COhiMENTS: OrVol b) L1/ ~!2vaE~~r10
/
-J SIGIVATUREITIT~I.E DATE ,
IiEALTH DISTRICT
A PRELIMINARY DISCUSSION HAS TAKEN PL?IA-VE ER~1.L REQUIItEN1ENTS FOR
StlBMITTAL OF THIS PItOPOSAL. (HAVE) NO BEEN SATISFIED.
A. COMMENTS: 2, w
e
SIGNA7URE/I'ITLE DATE
SEWER PURYEYOR
A PRELIMINARY DISCUSSION HAS TAKEN PLACE AND GFNERAL REQUIRE-MENTS fOR THE
PROVISION OF PUBL.IC SEWER ARE UNDERSTOOD BY THE APPLICAN'T.
A. COMME (00OUrT ~~t.~L 1 c' r1~~ 1~
Iv'TS: C
.
~
SIGNATURFITITuLE DA ,
PRELIMINARY SHORT PLAT AAPLICATION Page 4 of 4
• PAItT III
SURVRIM EYOR VERIFICATION I, THE UNDERSIGNED. A LI - OR, HAVE COMPLETED TEiE INFORMATIOI~I""1
ItEQUESTED. LEGAL DESC O Y SHORT PLAT HAVE BEEN PREPARED BY ME
OR UNDER MY SUPERVISI I THFe REQUIREMENTS OF THE SPOKANE C4UN'I
ZONWG/SUBDIVISION REG ~ OF STAT'E OF WASHINGTON.
r~ G'•
SIGNEll: • . ' DATE: Z~ g ~,p
,
ADDRESS: PHONE:
R 1 7678 ~ ~ ZIP:
ti
OP-TE rv
(SIGNATURE OF PROPERTY OWNERS OR LETI'ER OF AUTHORIZATION)
I, THE UNDERSIGNED, SWEAR OR AFFIRM UNDER PENALTY OF PERJURY THAT THE ABOVE
RESPONSES ARE MADE TRUTHFULLY AND TO THE BEST OF MY KNOWLEDGE.
1 FURTHER SWEAR OR AFFIRM THAT I AM THE OWNER OF RECORD OF THE AREA PROPOSED
FOR THE PREVIOUSLY IDENTiFIED LAND USE ACTION, OR, Ir- NOT THE OWNER, ATTACHED
HEREWITH 1S WRITTE[V PERMISSION FROM THE OWNER AUTHORIZING MY ACTIONS ON HIS/HER
BEHALF.
NAME: DATE: 1 3 T4
*
ADDRESS: ?z P,c- PHONE: -!?2 je'' Y2'
, ZIP: .~o lic
7
SIGNATURE OF APPLICANT OR REPRESEN'TATNE p
STATE OF WASHIIVGTON )
) ss:
COUNTY OF SPOKANE )
SIGNED AND SWORN OR AFFIRMED BEFORE ME ON THIS DAY OF
. - ~
'.~~d~V~-••_•~,194 BY `n~.~~c~~.,~ ~'~c.-~'
i
LAURIE CARVE
N07ARY PUt?L! C STATE OF ti';q: I,V * J
cct "Jry oF sPO;(,.., . NotaryoPublicin and for the State of Washington
h1YCOr-rs1 Exp,res May v, •
Residing at:
My appointment expires: t,r
~
PAItT V
(TO BE COMPLETED BY THE PLANNING DEPARTMENT)
DATE ACCEPTED: 1 Z-/3 j 9 6 BY: ~fi 4 10 C. rK) E S~I rl-Cj
TOTAL TEES: V. RE-CEIPT / 1
FILE Sd~ / / o S ~ ~
REV: 6/ I 2/95 RP '
SPOKANE COUNTY PLANNING
.
PRELIMINARY SHORT PLAT CONFERENCE
~ AND SUBMITTAL CHECKLIST
►~n
This preliminary conference fomi documents the information reyuired for acceptance of your
application by the Spokane County Planning Departmenc. Tt also prnvides inforanation concerning
your particular proposal and issues and cnncerns ttiat can affect yaur applic:ation. You wiU need to
maintain contact with the Planning Department as new information tecomes available during the
application and review process which niay change your proposal or affect tlle requirements for
your short plac. Professional plaiuners are available for assistance and ddvice conceming your
short plat. Many applications require fees and compliance with regulations other than those af the
Planning Department. This dncument will provide general infunnatican and refer you tu other
agencies/departments.
Applicant: ROD ~O Pj,Q/ SQ A) '
Address:
Phone: (work)JA9 4~, # A , (hocne)
• Parcel No.: Sec-Twp-Rge: ~ .9 - ~ - ~
Location:
GENERAL INFnRMATIUN
,
` Type of Access: Existing Zone:
Water District: Proposed Use(s): ~
Fire District:
I Number of Lnts:
Waste Water: Acres:
Comp. Plan: ~ Arlerial Ruad Plan:
SITE SPECIFIC INFURMATION
Affected By: Aquifer PSSA Shorzlines
Overlay Zone(s) Ea,sements
Environmental or Cultural Resources
Critical Areas
THE EMS CHECKED BELOW MUST QE SUBMITTED WITI~ YOUR AYPI.1CATlON.
1
PRELIMINARY CONFLRENCE FEE OF $33 (REC # 47 ~S ?7 )
❑ PRELIMINARY CONFERENCE AND SUBMITTAL CHECKLIST
❑ APPLICATIUN FOR1bT
Submit completed application on the attacheci fnrm with a11 signature blucl:s completed.
❑ ASSESSOR'S SECTION MAPS
Submit 2 copies of current County Assessor maps showirig thc: stibject propzrty Uutlined in
red and adjacent groperty owned or uncier optipn to the awner nr sponsar (indic;ate adjacent
property with a red dashed line). AdjaCent includes prnperiy located acrnss raads and rivers,
~ f y y etc.
Assessor ma s are available at the Cuunt Assessor's Offic:e and must be current (less than
19.
30 days old) at the time of submittal. P13tted (1 -?00') and rangeland (1 4QO') Parcel maPs
must be obtained depending on your property location. The maps are used for legal
notification of property nwners adjacent to the boundary of the total tnntiguaus ownership
aad/or controlled properry (shown in red).
~
. ~ •
PRELIlVIINARY SHORT PLAT APPLICATION Page 3 uf 4
. • PAIt1' II
~ 'C`HIS SECT[ON OF THE APPLICATION WILL PRC?VIDE '1'HE PLANNWG DEPARTMENT S'CAFF WITH
WRITIEN VERIFICATION THAT THE APPLICANT HAS HAD PRELIMINARY CqNSULTATiON WlqW'fTHE
AGENCIES IMVTIFIED. RESULTS OF THE PRELIMINARY CQNSULTATION SNALL BE INCORPORATED
IN THE PROPOSAL BEFORE FINAL SUBM]TI'AL TO THE 1'LANNING DEPARTNIENT.
FIRE MARSHALL/FIRE DiSTRICT a
A. THIS PROpOSAL LS WITHIN FlltE PI20'i'ECTIC)N DISTRICi' NO.
► B. ADEQUATE ARRANGEMENTS (I1AVE) (HAVE NOT) BEEN MADE TO M1EET OUR NEEDS
IN PROVIDWG FOR AN ADEQUATE WATER SYS'TLM 4ND r-AC[LITIES FOR FIRE
PROTECTION PURPOSES.
C. RECOMMENDED FIRE FLOW: ; C)It UNABLE TA CALCULATE NOW
BECALJSE USE IS NC)T DEFINITIVE; ANA WILL BE pCTEl2141iNEU AT BUiLpING PERMIT
APPLICA7'ION T[ME.
D. REQUIREMENTS INCLUDE:
fiIRE DISTRICT SIGNATUREPTITLE DATE
WATER PtJRVEYnR A. SATISFACTORY ARRANGEMENTS FOR DUMESTIC WATER AND FIRE FLOW
REQUIRENIENTS (HAVE) (HAVE NOT) BEEN MADE.
B. REQUIRE1VtfiNTS/COMMCNTS:
WATEFt DISTRICT SIGNATURE/T'ITI.E DATE
COUNTY ENGINEER '
A PRELIMINARY DISCUSSION HAS TAKEN PLAGE AND GENERAL REQUIREMENI S FOR ROADS
AND DRAINAGE HAVE BEEN DISCUSSED WITH THE APPLICANI'.
A. CONMENTS: P
~
~
- -,4
SI A .E DATE
COUNTY UTILITIES '
A PRELIMINARY DISCUSSION HAS TAKEri PLAGE AND GENERAL REQUIREMENTS FOR
SUBMITTAL OF TH1S PROPOSAL (HAVE) (HAVE NOT) BEEN SATISFIED. THE DESIGNATED
WATER PURVEYOR FOR THIS SITE jS
' A. COMMENTS:
,
SIGNATURElTITLE DATE
HEALTB DISTRICT ~
A PRELIMINARY DI5CUSSION HAS TAKEN PLACE AND GENERAL REQUIREMENTS FOR
SUBMITTAL OF THIS PROPnSAL. (HAVE) (HAVE NOT) BEEN SA'I'ISFIGD.
A. COAIh9EIY'1'S:
SIGNATURE/I7Tt.E AA'TE
SEWER AURVEYAR '
A PRELIMINARY DISCUSSION HAS TAKEN !'LACE AND GENERAL REQUIltER1EN°I'S FOR TfiE
PKOVISIUN OF PUBLIC SEWER ARE tJNnEIISTOOD BY THE AYP[.ICAN'I'.
A. COMNIENT'5:
SIGNATURFJTIT[,E DATE
- l
1 ~
~ ~ • I
~ PLfZMIT CENTEIZ PASSPORT -
Numhcr: ~ -
~ - -
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Nu;~tC ,
. Pltone
- - ~~G - r~ ~ S ~`►''I - - - -
naaress
Cammcnts:
~
CUSTOMER ROUTING
Division_of Quildirig,&Pianning _ Division of I3uilding~& Planning.
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Addrvssing• ~ Acimin., Exception Approactt t'ccmit
8uilding Permit Arterial Rd Pliui lnfo ~ Flaod Plain Permit _
= Code lnformntion = Binding Site 1'1un'info - Public/Private Roads
Camme"rcial Review Cen. of Execnption Res. Bldg Permit Rev:
- - ~ - -
: - : •
Conference Cbmprehensive Plan Site Drainnge Info
Energy Code; Info _ Can&Use'PeTmit Subdivision 9eview
Fire Ssifety Iteview 'Nonaoaforming Use. Utitity, Pemut
Manufacturcd Home +Permit Rev,iew Zone Change Review _
_ - - -
_ Mechanical'Peimits _ ~Sharelines, Info _i
~ Pthcr~Permits Short- Plal Info, NO~FEE R~EQUIRED _
: ~ - - ; =~viewer _Time out
_ 'Plumbing-Permits. _ Subdrvisi0n Info - - + - _ - - - -
~ ~x~~:- ,a,,; ~'ro%- ~-•~^~~~s':~-•
~ Privute Road info, . ~ Temp. Use Perniit
I-Reside-n0al Revie~v Variancc Appl. APA Paymcnt - N - -
: -
_ Sewer'i'ermits Zoae Check _ s Ccrl. of Exempdon
. + ;
-'lnformaiion Zone Info Subdivision Review
ULiDtStwer Info _
a - ~
- ~
Zane Change Review _
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A'O FEE REQUIRED : NO FEE REQUlRED
,,[tc;vicwer Timc out Rrviewer Time aut Kev,iewer Tiine nut