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SP-989-94 R t"ADVIM O ' - kbimpson Eree, rs, Inc. ' CiViL ENGIBVEERS-AND LAND :SURVEYORS sPOKANE.c66W'ER N. 909 Argonne Roacii o Spokane, WA 99212 '(509); 926=1322: o- -Faic: 926-1323 - - TO: 15ti11 e s~• G. D SUBJECT: 5 hurt V a~f 9$l9 9+ DATE: 121,+ I ei'7 ~ .Lh cl ~de.d ~.S Q o~ ah~ C o.~ ~~`S s-~'.ar+,, ~o r o 1L~ is' -A1A-4L or~~iKa;l S kwr- I I 181 -`l 4 . A1'so t ~Hcl e. ° Vellu}ti► e.o_Qu~ ~o ~e S ~-~►~er-e~ , , . StBned-"+ ~c i I ~ ii STOR:MWATER DR:AINAGECALCULATIONS FOR ' ~ ~ SHORT PLAT 989-94 SW 1/4 of,;Sec. 18, 'T. 25 N., R.44 E. W-:M Spokane County; Wastii.ngton - , - April.21,,1997 ~~CENED Prepared by: pPR 21 1997 ' SPOKANE'COUNTY ENGINEER Simpson.Engineers, -Inc. Noith 909 Argonne Road ~-Spokane, Washington- 99212 ~ Ttw'dssign. improvemesa showa.ia:diis 'set of'plans oonforna Lo -the applicitile edifiions- of die Spokane Couaty sl;andards fior i -road and'.sewer construction and' Spokane. Couaty guidelines, for , storniwater. manage~nent. All design, deviations have- been_ - F, k~ ,a. , q .1::~~.aC ~0C(W1FPjT approved by-the Spokane Couniy Engineer. I approve the.se SNO;;Ai%4ECpUNrf ENGlNEER'SOFFiCE plans..for constiuction - ~ _ I OR fG PRQlCCT # 6 ~ - SUE3M117i AL 9 ~ I I. Summa .ry RETURN TQ COUNTY ENGlNCER H. . Stormwater Drainage, Calculations for,.Shart.-Plat '989-94 . III. Attachinents: *:Soils: Map and Tables W. Mc~~ , wnsy~hcC,~ . 'x~ - rd. . . l 2LX-2e57a . FCt~~ • .sSk~,~,,~i_'~ C. Starmwuter DrninagcircportsA 13090' iLe"~ UAT E 1014 /-Cf 8- I Storrnwater Drainage Report; Short Plat 989-94 1. S UN04ARY: The development fronts on Broadway Avenue to the north between Ella Road to the west and Dick Road to the east. A single drainage basin flows to the site and is composed of oasite and offsite areas. See Drainage Map. The basin is composed of two subareas; 1) grass lawns, and 2) impenrious asphalt pavement, sidewalks, and roofs. Stormwater flows overland across roofs, grass lawns, and asphatt and into a grass drainage pond. Stormwater from the private road flows along the road and into the grass drainage poad. The gra.ss percolation area (drainage pond) was calculated to hold the first 1/2" of rainfall runoff over the asphalt private road. Figure 2, page 6-3, of the "Guidelines for Stormwater Management", by Spokane County Engineers, was used for rainfall intensity and duration occurring at a 50-year storm frequency for the onsite and offsite area, and a 10- year storm frequency for asphalt private road. The Rational and Bowstring Methods were used to calculate the peak stormwater runoff for the basin, and the type and number of drywelis needed for the basin based on ihe storage capacity of the pond. In accordance with "Soil Survey, Spokane County, Washington", 1968, the soil is categorized as: GgA., Garrison gravelly loam, GraveUy, mediura textured, somewhat excessively draiaed soils Figune 2, page 6-3, of the "Guidelines for Stonnwater Management", by Spokane County Engineers, was used for rainfall intensity and duration occurring ai 50-year and 10-year storm frequencies. i i - Short Plat 9$9-94: ,Stormwater Drainage Report ~ 11. STOR:MWATER DRAINAGE CALCULAT-IONS: , - - :Basin Onsite +;.Offsite Area Total,= (525')(460t) =.241,,500 sq. ft: ~-5.54 acre~, Pavemenf = (150')(20') =3;000 sq: 'ft. (.1.20')(20') = -2,400 sq. ft. 2'{(30';)(30.')-(1/4)(n)(30)2}~ - 386 sa.. ft. . . 5;786, sq. ,'ft. ~ = $toraae Reauired: , - - _ 'a), "2081"Storage Required =(5;786 sq. ft. )(1/2"=12 in: per ft. 241 cu., ft. jb)- P`re-Developed (Ra'tional Method)- 2:92 _cfs Posr-Dev,eloped (Bowstii:ng) , 2:92 cfs + 1.0 cfs + 1;374 cu. ft. ~ Bypass Drywell, Type,B Stocage StoraQe Provided: ,1)"208' Storage =(42')(50.63')(0.5') = 1,063 cu, ft. >?4l 2) Bowstring,= (42.68')(51.32')(0.67') = 1.,467 cu. ft, > 1,374 I f 45.36 x_54-ft. ~ - - -2.68 ft. 1 ~ - - „ - 2.0 ft. . ~44 x 52.63 ft. - 4,A 6." = 0.5 ft. 8" = 0:67 ft. /4:1 ~ - 40 .x 48.63 'ft. Pond-.Floor -(44 + 40)/,2 = 42' (52.63 +-48.63)/2 = 50.63' (45:36 + 40)/2 = 42.68' (54 48.63)/2 = 51.321 ~I ~ RATIONAL FORMULA HYDROLOGY 8 BOWSTRING METHOD: DETENTION BASIN DESIGN DRAINAGE BASIN ANALYSIS for 50 YEAR STORM EVENT Date: 03118W Project Name: Short Ptat 989-94 Oesign: K.W.M. Project Number. 13090 Q" File B5.%bwm9mgua►l3W0.wbl Site Location: SE. Cor. of Ella Rd. and Broadway Ave. Basin Name: Ortsite + Offisite Basin Description: Post Development Pond Name: Onsite Swale Location: West side of pfat Point of Cortcentration: West side of plat SUBAREAS: TIME OF CONCENTRATION (minutes): Descxiptian N Aares ~ C wA•C Tc (overiand flow) . Tc (gutter flow) 1.5-3.0 DU/GA 5.540 0.25 1.385 Ct = 0.15 L2 = 550 Z1 = 20 L1 (A) = 400 Z2 = 20 N(A) = 0.3 B = 0 S(A) = 0.04 n = 0.03 s = 0.008 = Totsl Basin Area, aaes = 5.540 Tc (A) 6.97 d = 0.363 ComPosate Runoff CoefficieM = 0.250 L1 (B) = 0 Tc (gut' 6.46 Combined (Area • Runoff Coefficient) = 1.39 N(B) = 0 Tc{A+B_ 6.97 S(B) = 0 Tc total 13.43 Tc (8) = 0.0 Intensity 2.70 "208" DRAINAGE PARAMETERS: Hoiding 19.60 Imp ~enrious "208" Area = 5736 sq. ft Q(~) 3.74 c.f.s. `208 Volume Provided = 1063 cu. ft Storm Storage Provided = 1467 cu. ft. Time of Concentretion = 13.43 minutes PEAK DtSCHARGE, 50 YEAR STORM: BOWSTRING CALCULATIONS - - - 0 = C • I • A = 3.74 C.F.S. #1 #2 #3 #4 . #5 #6~ #t? Time Time Intensity Q dev. V in V out Storegs Inc. Inc. (min.) (sec.) (inJhr) (cfs) (cu. R) (au. it) (cu. R) NUMBER and TYPE of DRYWELLS PROPOSED: (fl1'S6) (A"C'il3) (outt 712) (MW 0 Single-Barrel (Spokane County T(pe A) Y13.43 805.76 ~ 2.70 ~3.74 4037 878 3.92 Oouble-Barrel (Spokane Caunty Type 8) 5 300 4.58 6.34 2550 1176 1374 Outftaw Provided: 3.92 c.f.s. -4,1Z b~ p a sJ 10 600 3.20 4.43 3563 2352 11 15 900 2.47 3.42 4016 3528 1488 ~r~ w el1 20 1200 1.98 2.74 4042 4704 -662 "208" TREATMENT VOLUME: 25 1500 1.67 2.31 4103 5880 -1777 30 1800 1.46 2.02 4194 7056 -2862 Required G.P.A. ponding volume: 35 2100 1.30 1.80 4274 8232 -3858 Impervious "208" Area x 1/2" = 239 au. ft 40 2400 1.18 1.63 4370 9408 -5039 volume provided et 6" depth = 1063 cu. k. 45 2700 1.07 1.48 4407 10584 -8177 pK! 50 3000 1.00 1.38 4534 11760 -7226 55 3300 0.92 1.27 4554 12936 -8382 60 3600 0.87 1.20 4668 14112 -9444 STORM STORAGE VOLUME: 65 3900 0.82 1.14 4740 15288 -10548 70 4200 0.80 1.11 4957 16464 -11507 Ma)dmum storage requfred = 1374 cu. R 75 4500 0.77 1.07 5091 17640 -12549 volume provided at 8" depth = 1467 cue ft 80 4800 0.75 1.04 5271 18816 -13545 OK! 85 5100 0.72 1.00 5359 19992 •14633 90 5400 0.70 0.97 5501 21168 -15667 95 5700 0.68 0.86 5709 22344 -16635 DRYWELL REQUIREMENTS: 100 6000 0.87 0.93 5622 23520 -17698 - _ 0 Single (Type A) 3.92 Double (Type B) RATIONAL FORMULA HYDROLOGY: DRAINAGE BASIN ANALYSIS FOR 50-YEAR STORM EVENT Project Name: Short Plat 989-94 Designer: KWM Date: 02J21l97 Drainage Basin Name: Onsite + Offsite Basin Description: Pre-Development 0 RAINFALL INTENSITY DURATION SUBAREAS: 50-YEAR STORM RETURN FREQUENCY Descripbon Acre: C A'C Time Time Storm Incr. Incr. Intensity 1.0-1.5 DU/GA 5.540 4.20 1.108 (minutes) (seconds) (in.mr.) 0.000 0.00 0 0.000 0.00 0 0.000 0.00 0 Tc = 13.84 830.38 2.64 = Intensity a~ Tc 0.000 0.00 0 0.000 0.00 0 5 300 4.58 10 600 3.20 15 900 2.47 Total Area, acre: 5.54 20 1200 1.98 25 1500 1.67 Composite Coefficient (C; 0.20 30 1800 1.46 35 2100 1.30 40 2400 1.18 45 2700 1.07 50 3000 1.00 TIME OF CONCENTRATION (minutes): 55 3300 0.92 = 60 3600 0.87 Tc (ovedand flow) . Tc (gutter flow) 65 3900 0.82 70 4200 0.80 Ct = 0.15 L2 = 550 75 4500 0.77 Z1 = 20 80 4800 0.75 L1(A) = 400 Z2 = 20 85 5100 0.72 N(A) = 0.3 B= 0 90 5400 0.70 S(A) = 0.04 n= 0.03 95 5700 0.69 s= 0.008 100 6000 0.67 Tc (A) = 6.97 d= 0.331 Explanation: L1 (B) = 0 Tc (gu) = 6.87 N(B) = 0 Tc(A+B) 6.97 Tc (total) = Tc (overland) + Tc (gutter) S(B) = 0 Tc(tot.) = 13.84 Tc (overland) = Ct'(L1'N/S"0.5)^0.6) Tc (B) = 0.0 Intensity 2.64 Ct = 0.15 = Coefficient for ovedand flow L1 = Length of ovedand flow segment(s) N= overland fiction factor (.4 = avg. grass cover) S= average slope of overl8nd flow Tc (gutter) = Length (ft.)/ Velocity (ft./sec.)/ 60 Calculated Channel Flow Data: L2 = Lengtlh of flow in principal channel (e.g. gutter Z1 = inverse of cross slope of backslope of channel A= 2.1912 Sq. Ft. Z2 = inverse of cross slope of foreslope of channel Wp Ft. B= Bottom width of gutter or ditch R= 0.1853 Ft. n= Manning's friction factor (0.016 for asphaft) V= 1.33 Ft./Sec. s= longitudinal slope of gutter Tc(gu) = 6.87 Minutes d= depth of flow in gutter (estimate, check w/ flow) Q(est) = 2.92 C.F.S. Area = d'B+d"2f2'(Z1+Z2) W.P. = B'd+(1/sin(atn(121))+1/sin(atn(1l72))) Hydraulic Radius = R= Area/ Wetted Perimeter Velocity =1.486/n'R^.667`s".5 Calculated Peak Discharge, 50-Year Storm: Estimated Flow = Velocity`Ar+ea Peak Discharge = Q= C' I' A Q= 2.92 C. F.S. RATIONAL FORMULA HYDROLOGY Project Name: S.P. 989-94 Desi9ne KWM DRAINAGE BASIN ANALYSIS Project Number: 13090 Date: 10 YEAR STORM EVENT Basin Name: Private Road Basin Descriptioi Private Road RAINFALL INTENSITY-DURATION SUBAREAS: , 10 YEAR STORM FREQUENCY Time Time Stomn Description Acre: C A•C Incr. Incr. Intensity Asphalt Surfaces 0.130 0.90 0.117 (minutes) (seconds; (in./hr.) 0.000 0.00 0 0.000 0.00 0 - 0.400 0.00 0 Tc = 5.00 300.00 3.18 = Intensity Tc 0.000 0.00 0 0.000 0.00 0 5 300 3.16 10 600 2.24 15 900 1.77 Total Area, acre: 0.13 20 1200 1.45 25 1500 1.21 Composite Coefficient (C; 0.90 30 1800 1.04 35 2100 0.91 40 2400 0.82 45 2700 0.74 TIME OF CONCENTRATION (minutes): 50 3000 0.68 = _ 55 3300 0.64 Tc (overland flow) Tc (gutter flow) 60 3600 0.61 65 3900 0.60 Ct = 0.15 L2 = 0 70 4200 0.58 Z1 = 0 75 4500 0.56 L1(A) = 170 ZZ = 0 80 4800 0.53 N(A) = 0.016 B= o 85 5100 0.52 S(A) = 0.04 n= 0 90 5400 0.50 s= p 95 5700 0.49 Tc (A) = 0.72 d= 0 100 6000 0.48 L1(B) = 0 Tc (gu) = 0.00 Explanation: S~ j_ 00 Tc(A+B) 0.72 Tc (tota l ) = Tc (overiand) + Tc (gutter) Tc(tot.) = 5.00 Tc (B) = 0.0 Intensity 3.16 Tc (overland) = Ct"(L1'NUS"0.5)110.6) Ct = 0.15 = Coefficient for overland flow L1 = Length of overfand flow N= overland friction factor ( 4= avg. grass oover) Calculated Channel Flow Data: S= average slope of overiand flow Tc (gutter) = Length (ft.)/ Velocity (ft./sec.)/ 60 WP = ERR FtQ. . Ft. L2 = Length of flow in pnncapal channel R= ERR Ft. Z1 = inverse of cross slope of backslope of channel V= ERR Ft./Sec. 22 = inverse of cross slope of foreslope of channel Tc(gu) = ERR Minutes B= Bottom width of gutter or ditch Q(est) = ERR C.F.S. n= Manning's friction factor (0.016 for asphalt) s = longitudinal slope of gurier Holding 0.00 d= depth of flow in gutter (estimate, check w/ flow) Area = d•B+d"2/2'(21+Z2) W.P. = B*d+(1/sin(atn(1/Z1))+1/sin(atn(1/Z2))) Calculated Peak Discharge. 10 Year Storm: Hydrautic Radius = R= Area/ Wetted Perimeter Velocity =1.486/n•R".667's".5 Q=C'I*A 0.37 C. F.S. Flow = Velocity"Area Q(est.) 0.00 C. F.S. . i " ~ TAB-LE 1 i RUNOFF COEFFICIENTS FOR STORMSEWERS -[tOLLIMG HILLY ~ - -FLAT~ - 21: - lUX OVER lU7 ~ I - - _ , - - .Pavement and Roofs . o . o Ie . . o e . . . 0.90 0.90 0.9U Ear- th Should'ecs o . . . . . . . . . . . . . Oo 50 • : 0.50 0.50 ' ~ Orive9: and Walks . . . . . . . . . . o . . . . 0.75 U.BU 0:85 - Gcavel Payement . . . e . . . . e . . . . . . 0. SO 0.55 0..60 ' City, Business Areas . e o o . . . . . . . . . 0.8U. 0.85 ~ U.'b5 . . , Lawris. Sandy Soil . . . o . . . . . . . . O.lU ~ U.15 0.20-~' Lawct, Heavy Soi'1 . : : . . . e . . . . . . . . U:17 0.22 U.35 - Crass Shou~lders . . . e . . . e e . . . . . . 0.25 U.25 • . U:25 ~ Side Slopes, Ear"th . . e . o e . . . . . . . 0.60 •U.6U U.6U ~ ' - Side Slopes-, Tur-f . . . . . . . . o . . . . 0.30 0.30 U. 3U •I _ Midiaii Aceas, Turf . . , e . o . , - . , . . . 0.25 0.30. 0.3U I - Cultivac2d Land, 'Clay :and Loam e. o e. 0.50 0.55 0.60 Cultivaczd Land. 'Sasid and Ccavel . . . . . . . 0.25- U'. 3U - 0.35 I ' ' Indust: ial Areas, Light . . . . . . . . . . . 0.50 U. 7U 0.8U . Ind'u:: =rial Areas Heav . . . . . . . . . . . Y 0.60 0.8U 0.9U Parks, and' Cemetaries . . . . . . . . o . 0.10 U. 1'5 0.25 i . P14 y~rounds . . . . . . . . . . . . . . . . . U.2U '0.25 U.3U . ° . Wo'od-land and Fores cs . . . . . . . . . . . . . 0.10, 0.15 . U. 20 - I 'Meadows and- Pasture. Land . . . . . . . . 0.25 U. 3U U.35 f n. . , . . j.' i , . ~t ~k tk 11 . . . . I • *SINGLE FAMILY 'RESID.OdNTIAL (Owelling 'Uni-t% "Icoss -Acre) . (Sandy and Cravell}• Soil) 0-1. U DU/ GA . o . . . . . , . . u.15 . . vRE- 'b,EV. 6.0-1.5 M/CA . . . . . . . . . . 0920 ' Y o s T- p~V. 1..5-3o,0 DU%GA o.... o o U. 2,~ 5 3.U=3. S OU/GA e . . . . . . . . . 00,3u , 3. 5-4.o U DU/ GA. . . . e . . . e . U. 35. - 4.U-6.0 DU/GA . . e . . . . . . . U.40 I _ , . 6.,U-9. U DU/'GA . . . . . . r . o e 0.60 ; IA-15. U DU/CA . . . . . . . . . . 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E~~C Elaik,~ ~~~;ry 3tony ~11t loam f} ta 3Q ~r- Simi ~ , ~f - - i - - - • _ ?:i t0 ~3~ U k . {I ~ ~ lac ta E.[ni1;;~ ~c~t lo.`m, f} ta _0 ~er~ent ~~apes, - o~ ~ LU 0. U~ ta f?. UU ~b to~ i, o~ ecn t ~ l u p c~, c x c c ~ t h;~ ~ t k he :~r~ s•rr ~ ton C), i to 7 . :1 High__.- Low. 6.6to 7.:3 Iiighy__---- i.uw. ~ I D C~ a i k a ry :s tot►y ~i l t ldnm 3 0 to S;i P Y Y y t h r a t i~ h o ~ i t. r ~:rce,~t ~lopc~. ~ ~i~t~lcnt ~ilt Io:►m. ~ , • . .(s.cl~um-test~lr~~l, ~omesrhat pa~rly cCr~ined, a ko `~6 S~1t ka~ ,~lk~line ~oi1 Cqrta~ed in ,~1[uriu~u trom c~car- am_..._------ ;4[G-CG_.._ ~t-~ - ea~cs silt ~°alcanic y, , ~l;a tv 10~9 ~4 ~o LUc? ~[l to ~3 0. S t , ~ u s h, n d c l i s t o z ti i t e; d~ e p t h 8 t v ~ l l~ e r~ fi n e s; ~ n c l o~- ~ [ l. 1 7 t o 0, D 7. t~ t v fl 7. 8 to 9. U IEigti_----__ P,aw ta mo(1- j t a ti} a t e r t a h l e t E u e t l ~ t~~~ fr om near t he sur face ~ l i[,..~----- . 1-~_ r , ; to ~tro~~t ~ teet. Iaam. ~;r tu il11~ .}U to l0~} ~,ff ka rrl 8 ~r : 4P to 8D ~nnrly cfay la~;~m__,. ~o r. f~. l7 k~ 0. `?0 . 7. ~k Ga S. ~ ['r.t tt,-. F~8 Frcem:tn si1C lo• t C~.----.__ :1,-~i._..-- ~J;i to l~Nl c- « r t, 5 t o ~ U ~ x. r c c n t 4'~± r y r l e e p, ~ n u ~ i e r a t e l y f~ l l t l ra i t t~; d tG lan d sai ls U to '?3 J. s t° ~ t o 0, 8 0. l i tq D. ~I l 7. 4 ta S. 4 lioclcrate- I.flw. s~~Pe~. with mcdi ~ . Silt lu~~t~..--------- 6. $ ta 1. 3 1 Fa83 ~'reemnn ~i[t lourn ' um-t~extsered~t~rf~celayer;~nc~ medt- ~4[L-CL_--= ~1-~_---,,. ~J:~ t~ L0~ J4 t ~ , ~a to `?~1 p~~CCnE I~m Q~ t~iOd~~~t~ly ~n~ te~~lli~d5U~34i1~ fO~Crie~ '3~ ta 7~ a~~0 9U to JO ?~0 0. 8 0. l7 to 0"~ ~ fi. 6 ta 7. 3 Low_ T___ 1~ [4cleriitc. S+IEy c1ay loam_----- ._4 6. G t~ 7. slopc~s, s~=vercly crodr,d, fr~m ai[t on roldin ta hiil i ~ ~ ' , FaC3 Freem~t~ si~t I~.Em ?U to :s~ ~ y~pl~n~. GL_ el-G__.__ _~~i to 1fl(~ ~Q t~ !Of} 6. 6 t-a 7. 3 Ma<lerate_,_ Low ta+rrao.(i. ~ ~CTCCnt 8{l t0'~f~ 0;i 1}, ~li fA f). ?f~ ~.~to7.3 1 ~ sl~~a, sevecely erotfed. } Crate. 6. 6 tv?. 3 Low :IIvrlerzte, ~re~~► ~vutar tn.ir~h. Shull~r+~ yti , v~m y, r~oterrn~ttent p4tt[~9 :~nd ~ friagc~ ;trnur~ l.~ke~ th:~t h;;~~e a(f~actv~tang . ' w,Rtee kabl~. ~n~:neering datu i~ nvt siven ' :18 t:lnc~ ty'~~ i~ ~4~ Va[l~l]~B, ~ ~ . GaC3 Garfie~d silt ~:1.~ . Y y~aarn, 0 ta ~a pcrcent ~'ery decp, Ne~l•draine~ ~ail de~~Ia ed ~r~ Ia , i alope~, sever~ly erodea. ~n rid e~s 0 do S ~ilty cl:~y Ia.im----.. . ct~As :~aci knobs on the ro~ ing tfl tul~y S to ~3 S~lty clny__.__._---- C~. tu l0~ J[) ta ~ upl.~nc ~ in the Pala~~~e soil :~rea, C~C laa ~J[} ta ~J;i U. ? t~ 0. ~9 ' 0. I i to U,16 ?3 to fi~d ~Ilty cl~~y I~am...__. r1-7.--___ ~J~ t410Q !~0 ko t{II7 ~JU to'.},5 I ~ $ to 7. 3 l C I.__..,._. 1- B._---- ~ t n 0. _ a~ 1~ t a f 1, ~i B. ~ t~ 7, 3 L A Gnrri3on gr~ v c!! y l o a m, 0 t o 5 C r G~ i l~ G r a~~ e 3 ' ta I(~ 0 ~ l p t 4 1~ 4 ~ a k o i ~ ~ s - i. 6 to 7. 3 L4w-.. _ a___ 'Mvderate_ ~ 1. fi Eo T. 3 Low _ _ _ _ _ _ _ ~~~gh. P 1 y, m e r l t u m-~ e x t i t r~ d, s a m e~ r h a t e e c e s- t~ r l,~ C.; r ave l L lu.4m------- 0. t o ~ 0. 1 7 t a 0. Q 6, ~ ta 7. s to~e~, a i v e[ c ~ r ainec t soi ls form ' x g G n r r G S a n r a~e l! • loam Y e~ i ~ n g r a v e l i y g l a c ~ a l l a t a V~ r y ~ r. i v e E l y l o~ m„ 8~'~--_----= A-~---_,_ fi 5 t a 9; i ta ~ 0 L 6 t(i 7. 3 Low------- Mncierate_ S y , a t r~ p e r c~ n t a u t w, r~ h m: 1 t e C i 3~ F Y O m ~ v a r s e t o f ~ci d 9~# C ~ fi 0 3~ t~ a~} f l. , 9 t a S { I, 1? tn 0 siopes. Y , ~nnd, ~qravek, and C~' i•..-~--- A-2___,__ ~5 ta fia 3~ to &0 - . l~ fi, 6 ta 7. 3~1 ~~neau~ nrent rock; on netsrly ~evel to r~ad- a !~P__ _ - 5 to l~ y. to 5, 0 Il. ~f,q to fl. li) 6 to 7. 3 11[odera te Law. ~~ble~tone~s. 1..._. tu 3~ I[~ tu M~ 0 ko ,y ifl G. ~r to 3,1 eratei y o pin g terr~ ces; d e~ t h t o m i~ t u r e a f 0. ~ o Q G t~ t o 7. 3 F i s:~ r►~, R r ati•c l, ari d co b b lea t~n~~ rnnge9 frorn h. 6 t.a 7. :3 I~oderate__. Low. , u to 'T. 3 fi igh• _ . _ _ _ Lotiv°. 2',S to 5 fc~t. . 1 ' Gm8 G~rri~on ~ ~ ' `~~y ~rar•elly l~,km, 0 to 8 Similar to Curr~~nn qra4~e11 ~ lcram cree t th per~~snt SIo~F~~. } , p aE 0 tv 13 '~ery gravelly laam. _ , th~ surf.~c~ lnyer i~ ti•ery ~ravelly. I5 to ~+er ravcll Ioa 30 t ~ . ~ Y ~ y m _ _ ~ ~ _ ~ ~o Gfl ~p t~a , j~k 5 trr I ~ ~ 2~ ~ to ,i. 0 il~ Il~ ~ ,{~4 ta ~,I] ~und, ~r,~vel, ~tnd r~l °1a tr~ iM,~ ~3(~ U~1 5 ta . ~s ~ `3 to ~J, 10 G. 1 ta fi, G IC c~ b 6 lc~ tane9, G~'__.----- ~ t~~._____ 'l.;i to ;~c~ ~a [ 5 t v 0 f}. U~ t o 1 0 ~ i. 6 k~ 7, ~ a l[ . 1 1~ t o 4 ( 1 ~ a ; i ~ l U f l. f~~ ta , 1 to fi. 6 Mvderake_-- ~ow, 6 to 7. 3 N(oderate___ Loiv. G n 8 C c~ r r i; o n v r r y s t a n y l a.~~ t~ 0~o ~'~~t' ~ ' U.'~~ i ~ i. ~ i t o 7. 3 f i , 5 t ~ l.~ r t o ~ r r o~ r: i v a~ l l v l oa m, e x c e p t t h n t [~er~~int ~$pPe~. tf~e ~t[rf:~e~ l:~ •er i~ ~•~~r 5ton 6 to 7. 3 ff i h g Low. ~ Y y. ~ ~P~ ~'~lenrn:9~ ~ilt C~ . ~ 1m, 0~o ~~eccent ~topf~~. Very c[en~, metlielm-kc,±tti~rc~f ~vrll-~lraic~ccl ~d~ils 0 t~ 2 I p$ Glpnr~a3e:+i1t1Q~m,~to20~ctrentyln c:~. furr~ie ' >7 SiCtlat►m._.___---.-- GpC C~~~nrc)SP ~ ~ ~ frnm ~cicf ~~eof;uur ~lt~cial ti~l; ;~eirFac~ ~(~~-CI~,__. :1-~__---- ~`4 t ' ~ S~~t f~t►rn, ~o ~3f1 ~t>reent ~AYP~ IR~~I1L~diCC'f~ IJ I~~e~y ;►~ts! vol~utii o~a 7~ tu ~1~~ fi4 ta 9~ U. ~ t~ ~rln~~~:3, ~ ' Y c t~.~h; c~r~ t~ 0.~0 6, l t~ 'F~ $~i~ I to 7, 3 Nmac[cratc__ Low tv ~ Gp~ (~lk~nrosc K~ntfy roltin~ ta ~t~~,~ ~~~>lAruls, s~~t ~ogit►, 3i7 Go ~i;i ~crCerrt :it17r}f',y. I mnderatet P I ~ 1 , ~ I~ , ..~~r e.~. ~ . ~r\~. . , • _ •7~• • . ' ♦ • • • , • ' Try a depth of 1.2' 4-4.1 Dryvells - PrecaBt concrete:. dry- ~ wells. ae ehown on -County e-tandard 2/3 1/2 - , drawinge, IDay be ueed to retaia storas Y•1.486 R 3~1R a Area drainage in.eoile with a very- rapid pe_r- : Wetted perimeter meability. ~ Typee A and B Drqwelle in ' the followiag eoile mey 'be designed eo • 2~'x1.2'-+(2x1.2icle 2~ • 5.28~ eo f e safilerate. & rate of flow of 0.3 -cfe 'and 2 +2(1.22+2e42) , . . . 7:36 ft-o. • 1°0 -cfs reepectively: . - , . . _ . ° N, Bong Karble R m 0 7,17 , ° . . Bonner : . phoe'be ' ' - (.Garrieon, Springdale V = 1.486 (0'717)2/3(:02)l/Za 5.61 'fp8 • Hagan 003 ' . The locatione of ehese eoil types are ; _ shown ia the Soil Conaervation Seririce Soil Survey for Spokane Couaty. T'tte Q= VA i-5.61 fps x 5.28 ef • 29.6 cfa drainage, repoct Shall include a copy of "e- ' the SCS map,with the eubdivision plotted ~ •.30 c-fa d• 1.2' thereoa. The Co.unty Eagineec ehal'1 re- quire. -the developer to provide a. sieve Solve Dc: Try 1.31 ana-lysis and soil type [es t From a soils _ 3~2 laboratory ~accepta~~ble to the Couaty En-. ; Q g, '('b .+0 Dc) 3 De . gineer -if there -is a quest1on regac,ding b+ 2LI Dc . ttie -above soil types. fr. , 3~2 In tural areas, as. de~fined in _Spokane Q=V32.2 ~(.2t2x1.3)3 X 1.3 • 30.9 cfa . Count-y Road Stand'arda:r open grayel dr.r- . '(.2+2X2X:Lo3) wells- may be permitted, in lieu of the ; 30. 9~ cfa ~ 30 cfs .0 o d ~ 1.3 • • -precast concre'te dr)►wel.ls. c ' .Precast__concrete dryvells proposed for Dc > Dn, flow ia'supercriticalo use ia othec soils than, those__ahown i ~rwells shall ' Since the flov ia .super.cr-i-tical,, care above and all opea gravel dr should. -be taken to- provide a proper de- be -designed according to per-colation, ~ rates detecmined by a field test con- ' sign at points where hcrizontal and/or forming, to the Manual of Septic tank vertical alignment change. ~ - practi'ce. A County inspectoc shall be A free board of .30d should be applied P,resent,during all percolation tests. A peccolation test 'calculation -sheet ~ eigned and. aealed by a registeced. civil .30 _X 1.2 • 1.561 engineer' shall be submitted. The ,pe.r. colation tate shall be equal to or ° V e5.6 Fps > maximum allovable. .greSter than ~ 72 inches per houc- to be • Provide ci ra . acceptable for dryvell constr-uction. ; p p (Ref er to Section ) 4. 5. 4-4o ZStorage Facilities -Detention. 4-4 Detent'ion/Retention S.stems - The -8torage facilities may be use d to peak rate of tunro~ff from~ an exis[ing Tegulate, f lov rates. An ovecflow site ehall not be increaaed due to the type atorage syetem which regulates the . develo.pment, foc a gi.ven design c-ate of outf lov shall be used. See proposed stocm. Therefoce, a cetention/deeen- Figures. •4-3. 4-4,~ 4-S, and 4-6 for tion,farility on-site will be requireda $uggested details. Iandscaped faci~l- iti~es 'such as parks', playfield&, tennis courtA, Ptc* are recommended for Date: 4/4~/84 4-15 , . - 6mim - son 'Gn ; p )lneef,~, Inc. . CIVIL ENGINEERS ABVD LAND SURVEYORS - - - - - - N. 909 Argonne. Road i.Spokane, WA 992.12 (509Y 92661322 • Fax: 926-1323 TO: SIM 'Sh5J*h e e~-s _ _SUBJECT: S ~or-t ~ d 6ii q-9 I - 9 4 DATE: T, TA m~` QY1oN@. C.OhV'QY'qS'ciiiON WYiN peikl Lei,wevMah Of , S ~ wae. Ca~~a~ ►h -A~r~~ ~ - -19~9~ ~ '~~~1's .~i ~o~ ~.ea~' ~vw~s ~ J `1.1c~ve. a Slo e O f T &S~'° "~o Z.O~~.. ~ av~e. ~v co ~ e~ Kct ~ Q F► ~ 00n ~or ~~orf a't . - Y~e.v►~1~ti~~c;h ~ ~ - ~ _ ~ OCT _Lu~:~•N _ - - ~ Slgned • r / ~ t5si, mt son Enti~ers0Tlnc. ~ CIVIL ENGINEERS AfdD'LAND SIJRVEYORS N. 909 Argonne Road c Spokane, WA 99212 (509) 926=1322 o Fex: 926-1323 TO: Yaw1 i...ehner►1avi 3~-t-i', S~Qk~~e Co%Av.+j ChTneer.r SUBJECT: S h o w-t P Ic%t 189-94 DATE: 3 16 J97 A ~ ivn ov.r Tt-osec,t folcler . T6e d--esi~ dev;Qtio~% relkests 4'~XAv ~ ro,ad be al'loweA to acce.rs 9rda4wq3 ~Ye.. (at--ter; o,1) . e.ve.v~ ~~ow~~► i~ v~~ll be less -f-~,ah- 3,0_oe rovri- a.ti%-.+ker road-I ~Loak,_jrvkic6 ckccess,e.s -Bi-oAJvuavj Ave. Tke 4e-sL ' dev;aiiov, . was rece.~v~.d ~ Sp~ahQ Cou►ytj ot% Novev%ber 3a t 199~. Aes; t,,r~ AQV ► A 1 %ON W ccS q~.r--q:V-c~Q r 1~ W.OtJct Ap.~ i^•„e CI . Y ~ ~ ~ ~ _c_o v~ t d ~ a o k i ~fio i s . _ , _ S ivi c,e-re,lj ~ , ~ev, MeM~I ~ ~ - , c~Nclosed: gejNest -For Pesig,0ewMtion (I eaM) iT-1' s%b tm i t+w 1 hee e.ift 0 c0*4) ~ 1997 i ~ SDf9r•+.:r 1:r.i~, -~.~_i.~_ , a ••:•,r•~ -v~~~ _ :.1'It51i4CC~ Signed - - - - a . r ~ ■ • _ _ ' ' - " ~ ►7r 011 M COUNTY. -M adOAD' ~ DR~~~~ SMMIWAL. C'C'T , -PROJfiCT # DATE- PROJECT NAME: 5 o r•t ~ 1 c~ ~ ~.9 , _ . PROIECT SPONSOR: y 0.r ry _ S Q. 2 V1~0. h N TEL~ ~ S a 9~ `1 L~-' o t~$ PROIECT ENGINEER: S~► w~ Q s o_~,, ~n c. TEL 5 a9L 2- Z (1toa0 & Oc+~aagc, Ptsos) PROJ&CI' SURVEYOR: TEL.#_(5o 13 Z z. _ (Put) PY.EASE I'ROVIDE A RESPONSE' TO EACH OF THE FOLLOWIIdG IfiEMS. GEAICRAL YTEIrLS- - va R,Me O wt 13 1. A sigoed "AGREEMENT TO PAY'TEES" forw. has b=n submicced to Spokane. Couiuy aloag wich any applicable piac tnrs, prior co aay pre-d~sigu'/presubmitusl~air~ttiab. ,ro ~ra D,w~ ~ 2. I have a eopy,of. and have,reviewecl;the, imosc ceeeac-eonciiuons'of approval,and-aay FJS/MDNS requirrmcnrs aiid coadiuoas ofapproval bave' brru incorpocaced in this_ plw submiual. PROJECT DF.SIGN Y.. M C3 wR 13 1. I have.compleced a, minimuia .of oae pre4rs4o iueedas wic6 Spokaoe Couocy, Developmcnt, Eaginecriag Services Engineers whrre agreea4eat was,reacbc,tl .ou draiaagc dcsibn apprawti. 2. I have inclucled che resvlcs, of any,'beoteetinicafcesring tha is-requirei by, die desiga appcoach, to: verify dcsiga pacamet~rs. . Ya'0 rb 0ruA2"' 3. I, hav.e iaclu;deii ,auy required pevement desiga,;calculacioas oa new Public roadways as requirW by thr "SPOKANE COUIYTY STANDAdtDS FOR ROAD AND SEWER CONSTRUCTiON',, tatm adicioo. Y. dm. 0 w,► 13 4. The roa&-aad drainagr plaas coniply wich clic"ST,INDAItD ROAD PLAN'requiremenrs for ptan, proble, and -cypical:,cross smciou eiemrncs contaizietl in"SPOKANE C, OUNTY STANDARDS 'FOIt ROAD AIVD SEVYF.R CONSTRUCI'ION" latest edidon eucxpe. as- allowrd'cLroubh approvnd "sa cie"viacioo"s. rr.. ~m 13 w-t 13 3. Tte clraioage report,incorporates ebe miaimum- reguiremeuis for a siocm:-drainage 'anaJysis as noced in 'che GSM -aad bcbcr imdis which are s►ppropriace co d-emoascraw cliic thc .dctiiga accis aU aquiremeacs, of chu Spokane Coiuity Guideliacs for Scoraiwacer M:wgCmcnc rxcrpc -as aUowed cLrougti approvcd dc ,igo dcviatioas. y.. E30'm 13m% 13 6. A.-complece draina►ge basiu aaap witb rime of eouceoiracion,pachs shown 'ha4 been included wizh -ihe deiailW • tiydrology,calcuLauons. 'Diaimge basin map shows topogrdpby. Proposed.draiaage feacutes. and correLaum wick byilrology `csiculadoas. Y. 13 rb12wwa 7: I have coorclinaced-uaf6e-eoatrol and signiqg requiretnencs wich the Spolcane Couury Traffic Eugiiwer. Thtse _ ~ _ require~ncs arc ~hown on a separaze.plan'stiCer Olt 'are ineoipo:ated uuso thr plaas for rach road Y. ~ 0 w. ~ S. I I~ave iaclucled copiCS of all approved~ ~DESIGIV DEVIATIONS wbich -are required for this projecc:, Y4 2o~Ow~ 13 -9. 'Thr pfans and diainage repoa :are scaavped, sipei, and datecl, and containtq.chre applicatile cero6cadoa scacemtnc. - Y. ['~r. : o w,►.Q 40:, 1• liave inuluded an adequate erosion cooaol plaa and applieable scaadud plan aoces. Yp ~r4s 13 MA. 13 11. I4ve secuzed..approvals -ftom a11 applicable-oucside ageacics such as fire c4saiccs -where applieabla aad bave: included pcoof of chKir.appcovals.. Ya ~r~ 0 w~ 13,. 12-: I bave ,p,covidCd -an accepcable meads €or perpeiual ma,i_uc~nance-of screct and drgaage facilides chac is accepcatite co. Spokane Couury. and tiave sexund and iacliuiei copies of aay, requirGd asewas. Y. 1Xw E) wwO 13'. I have rrviewed ihe plaas, ealeulaooas aud -ocher submiual- data foc eomple;cearss,,aceucaey and coasiscency and hawatibmictCtl two copirs of ptaas-anci (1) bauod' drais,abC iCpon. uckPU►n►t.aocws 1 I u44erscancl-chac=c4e_requirCmcucs uoeed abovC=are clie minimum rr.quireaents ~ucxxsssuy- to:pcrform-a eunury review af cJ~e pcojcec iul tliat ailcliuoo:►1 iufocniauou,sl►oulc! ~be* iacludetl witli t4is_submitc:il'as~.ucccssaty. I-'uncferscand-chat;this submiccal-.wiU be diecked -for completeness prior Co rzview,,aud thac it will be recutnW for furttier'iafo~arion if-ivis' foubci,to, be incomple~. I - undecstAnd thit ttus -submittal wiU, nof be accepted for review (und placed on the.review list) until all required`irtiformation has been siitiriiitted. Form completed by t6e respoasible Enginexr: ~ z v i~n Nl e M . Compauy: 5 ~VwQ•S.o v+ h~c.er s ~ N t- . Add'ress:. N- 9 09 Ar~ oK~~ce. EZ owd. z Se:o kqr.e.-~ `/JA `I9'2- 17- Zip- cuclt - Datt: - - , COUNT-Y U .SUBMi7TAI.: Accrpced for rcview. - Recurocd for subniitcal of clie fnllowiag: GENERAL ITEM # : PROJECT DESIGN - RESUBMITTAL.ITEM - Form, reauaCd co•, Compaoy: - - - - , Adilress: Dace: ey: - SpoLvie Couaty Public,Worka Devrlopmcut Stcvim - ' . RECEVED - 'APR 2 1 91 gpOKANE COUNTY ENGINEER Uctipiaw l .0/May9S 2 STORMWATER DRAINAGE CALCt;LATIONS FOR N~~ ~ v ~991 SHORT PLAT 989-94 S?Ow~ECpUVM VMNEEa SW 1/4 of Sec. 18, T. 25 N., R. 44 E. W.M. Spokane County, Washington November 11, 1997 ~ ~ Prepared by: Simpson Engineers, Inc. `rlsKs North 949 Argomne Road Spokane, Washington 9921 ? 1`he desiga improvements shoi%m ia this set of plans conform to the applicable editions of the Spokane Countv standards for road and sewer construction and Spokane County guideliaes for stormwater managcmcnt. All desigi dc%-iations havc been approved by the Spolane Counri• Eagineer. I approve these pL3ns for construction 1. Stunrrtarv TI. Stormwater I?rainage Calculations for Short Plat 989-94 III. Attachments: `X4 w, nng,~ * Soils Map and Tables °F ""S o~ ow` V, , tf,I 29578~~ .r. ~r~ G•,~ Storm«awY I)rainaec uTurts,l i013A ~ f.Xr ["•TE'(1!'-V 4 13 Stormwater Drainaee Report; Short Plat 989-94 1. SLTIMf1RY: Pre-Developed Condition: The site fronts on Broadway Avenue to the north and lies between Ella Road to the west and Dick Road to the east. A single drainage basin flows to tbe site and is composed of onsite and offsite areas. See Drainage Map. The basin is composed of roofs, driveways, and grass lawns. Stormwater flows overiand across roofs, driveways and grass lawns, and flows through the site. ✓ Developed Condition: The drainage basin is divided into Areas A and B. Area A inciudes the offsite area plus developed Tracts B, C, and D. Area B includes the developed Tract A, private road, and "208 pond". Stormwater from the private road flows along curbs and into a"208" grass drainage pond. The Rarional and Bowstring Methods were used to calculate the peak stormwater runoff for the Developed Area B, aad the type and number of drywells needed for the basin based on the storage capacity of the pond. The grass percolation area ("208" drainage pond) was calculated to hold the first 1/2" of rainfall runoff over the asphalt private road. Figure 2, page 6-3, of the "Guidelines for Stormwater Management", by Spokane County Engineers, was used for rainfali intensity and duration occurring at a l0-year storm frequency for the Developed Area B. The S.C.S. QTR 55 Method was used for calculating the stormwater runoff for the Pre-Developed condition and the Developed Area A. ~ The Pre-Developed condition has a peak stormwater runoff of 2.6 cubic feet per second flowing through the site. In the Developed condition, the peak stormwater runoff is calculated to be 2.6 cubic feet per second. Since, there will be no increase in runof~ no drainage faciGties are planned to intercept the stormwater runoff. In accordance with "Soil Survey= Spokane County, Washington", 1968, the soil is categorized as: GgA, Garrison gravelly loam. Gravelly, medium teactured, somewhat excessively drained soils U. STOR.MWATER DRAINAGE GALCCILATIONS: Short Plat 989-94 Basin Onsite + Offsite Pte-Der•eloned , Area =(525')(460') _241,500 sq. ft. - 5.54 acre ~ Post Develoi3ed . Area A (onsite + offsite) Area = 241,500 -20,968 = 220,532 sq. ft. - 5.06 acre Area B (onsite) Area = 5,786 + 121182 + 3,000 = 20,968 sq. ft. - 0.48 acre Pavement = (150')(20') = 3,000 sq. ft. (120')(20') _ 2.400 sq. ft. 2{(30')(30')-(1/4)(n}(30)2} = 386 sa. ft. - 5,786 sq. ft. - 0.13 acre Grass Lawns = 12,182 sq. ft. - 0.28 acre Roofs and Driveways = 1 rovf at 21000 sq. ft./house = 2,000 sq. ft. 1 drive at 1,000 sq. ft./house = 1,000 sa. ft. 3,000 sq. ft. 0.07 acre ~ - , , • . Table 5--Runoff curve numbers for.selected agrfcultural, suburban,,and urbsa laad use: (Antecedent -moistuxe_ conditfcn II, aad I fl= 0025) emROLOCZC soft;-c~ - taaa ~c~ss aBS.a~rzce A ~ . Cliltivsted lsadl/:- vittiont ,coaetrvati'on treaCmeat T2 81 88 91 • : wss~ conser.a~liw -instmmc • 62 n T8 'ei = ~ . Pestute or reage.'lead; -poor eoadition 68 79 85' Sg : . . good- caa4lti= 39 61 T4 I , 6p . Mesdo+r good' condition , • • , . 30 Tl T8 . ' - - - ~ Wood.,or Porest ldad: tbio atsads yoor cover, ao milch 'Lg 66 ,'TT 83 9 i . - . gooQ coYerl/ • 25 SS TO. 'R ~ , ~n~~sP~~•- 3i:wn8. PiLike .„Boll.,caursea, cemeteries, etc. , • - good eoaditiions grea c6rer aa 75% or moire of the ares 39' 61 tb, '80 lnir.eoadition: grnee eaver oa.50% to- TSx o!'tee asea ~49 69 :T9 e ' - • ' ~ , j~ - Cammareiel. ead.-btiiasaess arees (85%' ixiper,vious) ,-4 92 94 99 ' - - I ' ;.r%:~':.r - - - , • ` ~ ~t ~ . _ _ ; . IaQastrial districte ( 72f iriperviais 'Al 88 91 43 _ • Aeoid'entiai:=~ Average,lot eise . - Aresage % Imperviovs=/ • _ . . . _ , . : 1/8 eera or ieeo . 65TT 85 40 92 . _ 38. 61 TS ' 83 8T~ 1/3 o,ese - ' ' 30 • 57 T2 , 81 ' 86 • _ - -Deve~o ed 1/2 _ ?q s4 eo e - . Q e 69 ~ S er e- D ew.et oQ ed 1~ Co..$ acr ~20 ~ . , . . . . _ Si 68 79 { Pared parkiaalv,te, raots; Arivn.epe. ete. . 98 98 .98 06 . - - - - Streeto aad roads: . • paveQ vita eure&,nad btorm:eevera-~ 98 98 98 98 • 6ra*el Tb 85 89 91 ~ ~ - - dift . . 72 82 8T 8g . • ~ - r Tor t oore deteiled desertp,tion of sRrieultis=nl lsod uae. curve aumbess refer.to - Adtioaal Fltgine+erias Headbook'. Sectien 4• *,drolop. Chaptee 9. Attg. 1972. Cood cover protected ,from gresing, md -litter nesd Drush ca•er eoil. • Curve.-aumtiers are computcd n9eumiag. :he nsnoft from the houee ea1 drtvevepr. ie diretted •,to+rerae ttie etseet vith a.,ainimto: ot robf veter diree:ed to lavne • i vhere •additional infiltretioa cou2d xeur. Zbe- remaini , - _ ng perPioue ereae, (layn) ere coneidered Ie de ia geod,pssture eondttioe tor_these cur.ve'numDers. - Ia. eame veroer clicsstes,ot,the couistry e cuive_ number,ot 95, mep► be 'uaed. • r• - . ' 6-$ , • " , _ . - TABLE '5 , - . ;a . ~ . ~ , i o • SP.OKANE COUNTY ~ ' Isopliniio/s of - 50-yeor 24hour precipitotion in tenths =of -on inch. 24, 26 .29 30 . • ' • _ . Pb k 34 . ~ ~ . 38 ~34 ~ . - • -30 _ . _ _ . . . , _ . • ~ - - . • _ I ~SPOKOkNE ~ . z - . ~ . - ~ _ , , . ~ _ = - _ . . 22 - - _ . • _ . ~ , o•,,~; ~ • • w _ ' 28 • ~ . ' . . .~..r.. _ . _ _ . . , ~ , . • - - - , . . o »f'~•~✓~- - ~ • - . eCheney ~ • I . - _ - • . ' ' ~ . ' ' . ~ f -:'.;.~;i~;;:; ' ~ ~ ~ - ~ . • ~ _ 4ISpangle ~ - - . . ~ . ~ • ; , ~ . . • ' ' _ . ' _ ~ - • . ~ ' ' _ ' , , , - - , . - ~ . . . , . _ . . • • ~ - • - ' ~ ~ ~ ' Lctah * s . , _ . . - 22 24 26, ~ . ~ - - : . - ' , ~ • • . . _ . . . . , . • ' ' ' , . • ~ ~ ' - . . ' . . i FI GURE 4 ~ ~ ~ . • 'Sheet 2 of 2 ~ - 6-7 - M~~ ~ ~.1:~ - ~.~.~~~~.~I. ~~A~_ _ ~~~.►.r ' .~...•~~►~J..~~a~'~~ - ' - - _ ~ _ - - _ , - • ^ - • _ _ . ~ e . 1~ I POND-2 Version: 5.15 S/N: 1295160123 Page 1 Executed 11-10-1997 11:41:01 Multiply Hydrograph by Constant Unit HYD File: SP989.HYD Output Hydrograph: SP989-94.HYD Cp-re-D eveloT e~ Multiplier Constant: .1 TIME Unit Multiplier Output Hydrograph (hrs ) Ordinates Constant ( cf s ) 11.00 0.00 x 0.100 = 0.00 11.10 0.00 x 0.100 = 0.00 11.20 0.00 x 0.100 = 0.00 11.30 0.00 x 0.100 = 0.00 11.40 0.00 x 0.100 = 0.00 11.50 0.00 x 0.100 = 4.00 11.60 0.00 x 0.100 = 0.00 11.70 1.00 x 0.100 = 0.10 11.80 2.00 x 0.100 = 0.20 11.90 3.00 x 0.100 = 0.30 12.00 13.00 x 0.100 = 1.30 12.10 26.00 x 0.100 = 2.6" 12.20 16.00 x 0.100 = 1.60 12.30 7.00 x 0.100 = 4.70 12.40 6.00 x 0.100 = 0.60 12.50 5.00 x 0.100 = 0.50 12.60 4.00 x 00100 = 0.40 12.70 4.00 x 0.100 = 0.40 12.80 3.00 x 0.100 = 0.30 12.90 3.00 x 0.100 = 0.30 13.00 3.00 x 0.100 = 0.30 13.10 3.00 x 0.100 = 0.30 13.20 3.00 x 0.100 = 0.30 13.30 2.00 x 0.100 = 0.20 13.40 2.00 x 0.100 = 0.20 13.50 2.00 x 0.100 = 0.20 13.60 2.00 x 0.100 = 0.20 13.70 2.00 x 0.100 = 0.20 13.80 2.00 x 0.100 = 0.20 13.90 2.00 x 0.100 = 0.20 14.00 2.00 x 0.100 = 0.20 14.10 2.00 x 0.100 = 0.20 14.20 2.00 x 0.100 = 0.20 14.30 2.00 x 0.100 = 0.20 14.40 2.00 x 0.100 = 0.20 14.50 2.00 x 0.100 = 0.20 14.60 2.00 x 0.100 = 0.20 14.70 2.00 x 0.100 = 4.20 14.80 2.00 x 0.100 = 0.20 14.90 2.00 x 0.100 = 0.20 15.00 2.O0 x 0.100 = 0.20 15.10 2.00 x 0.100 = 0.20 I POND-2 Version: 5.15 S/N: 1295160123 Page 2 Executed 11-10-1997 11:41:01 Multiply Hydrograph by Constant Unit HYD File: SP989.HYD , Output Hydrograph: SP989-94.HYD Multiplier Constant: .1 TIME Unit Multiplier Output Hydrograph (hrs) Ordinates Constant (cfs) 15.20 2.00 x 0.100 = 0.20 15.30 1.00 x 0.100 = 0.10 15.40 1.00 x 0.100 = 0.10 15.50 1.00 x 0.100 = 0.10 15.60 1.00 x 0.100 = 0.10 15.70 1.00 x 0.100 = 0.10 15.80 1.00 x 0.100 = 0.10 15.90 1.00 x 0.100 = 0.10 16.00 1.00 x 0.100 = 0.10 16.10 1.00 x 0.100 = 0.10 16.20 1.00 x 0.100 = 0.10 16.30 1.00 x 0.100 = 0.10 16.40 1.00 x 0.100 = 0.10 16.50 1.00 x 0.100 = 0.10 16.60 1.00 x 0.100 = 0.10 16.70 1.00 x 0.100 = 0.10 16.80 1.00 x 0.100 = 0.10 16.90 1.00 x 0.100 = 0.10 17.00 1.00 x 0.100 = 0.10 17.10 1.00 x 0.100 = 0.10 17.20 1.00 x 0.100 = 0.10 17.30 1.00 x 0.100 = 0.10 17.40 1.00 x 0.100 = 0.10 17.50 1.00 x 0.100 = 0.10 17.60 1.00 x 0.100 = 0.10 17.70 1.00 x 0.100 = 0.10 17.80 1.00 x 0.100 = 0.10 17.90 1.00 x 0.100 = 0.10 18.00 1.00 x 0.100 = 0.10 18.10 1.00 x 0.100 = 0.10 16.20 1.00 x 0.100 = 0.10 18.30 1.00 x 0.100 = 0.10 16.40 1.00 x 0.100 = 0.10 18.50 1.00 x 0.100 = 0.10 18.60 1.00 x 0.100 = 0.10 18.70 1.00 x 0.100 = 0.10 18.80 1.00 x 0.100 = 0.10 18.90 1.00 x 0.100 = 0.10 19.00 1.00 x 0.100 = 0.10 19.10 1.00 x 0.100 - 0.10 19.20 1.00 x 0.100 = 0.10 POND-2 Version: 5.15 S/N: 1295160123 Page 3 Sxecuted 11-10-1997 11:41:01 Multiply Hydrograpb by Constant Uni t. HYD Fi 1 e: S P9 8 9. HYD Output Hydrograph: SP989-94.HYD ~ Pt-~- ~eve~~Qed Multiplier Conatant: .1 TIME Unit Multiplier Output Hydrograph ( hrs ) Ordinates Constant ( cf s) 19.30 1.00 x 0.100 = 0.10 19.40 1.00 x 0.100 = 0.10 19.50 1.00 x 0.100 = 0.10 19.60 1.00 x 0.100 = 0.10 19.70 1.00 x 0.100 = 0.10 19.80 1.00 x 0.100 = 0.10 19.90 1.00 x 0.100 = 0.10 20.00 1.00 x 0.100 = 0.10 20.10 1.00 x 0.100 = 0.10 20.20 1.00 x 0.100 = 0.10 20.30 1.00 x 0.100 = 0.10 20.40 1.00 X 0.100 = 0.10 20.50 1.00 x 0.100 = 0.10 20.60 1.00 x 0.100 = 0.10 20.70 1.00 x 0.100 = 0.10 20.80 1.00 x 0.100 = 0.10 20.90 1.00 x 0.100 = 0.10 21.00 1.00 x 0.100 = 0.10 21.10 1.00 x 0.100 = 0.10 21.20 1.00 x 0.100 = 0.10 21.30 1.00 x 0.100 = 0.10 21.40 1.00 x 0.100 = 0.10 21.50 1.00 x 0.100 = 0.10 21.60 1.00 X 0.100 - 0.10 21.70 1.00 x 0.100 = 0.10 21.e0 1.00 X 0.100 = 0.10 21.90 1.00 x 0.100 = 0.10 22.00 1.00 x 0.100 = 0.10 22.10 1.00 x 0.100 = 0.10 22.20 1.00 x 0.100 = 0.10 22.30 1.00 x 0.100 = 0.10 22.40 1.00 x 0.100 = 0.10 22.50 1.00 x 0.100 = 0.10 22.60 1.00 x 0.100 = 0.10 22.70 1.00 x 0.100 = 0.10 22.80 1.00 x 0.100 = 0.10 22.90 1.00 x 0.100 = 0.10 23.00 1.00 x 0.100 = 0.10 23.10 1.00 x 0.100 = 0.10 23.20 1.00 x 0.100 = 0.10 23.30 1.00 x 0.100 = 0.10 POND-2 Version: 5.15 S/N: 1295160123 Page 4 8xecuted 11-10-1997 11:41:01 Multiply Hydrograph by Constant Unit HYD File: SP989.HYD Output Hydrograph: SP989-94.HYD Pt-e- ~eveloQed Multiplier Constant: .1 TIME Unit Multiplier Dutput Hydrograph (hrs) Ordinates Constant (cfs) 23.40 1.00 x 0.100 = 0.10 23.50 1.00 x 0.100 = 0.10 23.60 1.00 x 0.100 = 0.10 23.70 1.00 x 0.100 = 0.10 23.80 1.00 x 0.100 = 0.10 23.90 1.00 x 0.100 = 0.10 24.00 0.00 X 0.100 = 0.00 24.10 0.00 X 0.100 = 0.00 24.20 0.00 X 0.100 = 0.00 24.30 0.00 x 0.100 = 0.00 24.40 0.00 x 0.100 = 0.00 24.50 0.00 x 0.100 = 0.00 24.60 0.00 x 0.100 = 0.00 24.70 0.00 x 0.100 = 0.00 24.80 0.00 x 0.100 = 0.00 24.90 0.00 x 0.100 = 0.00 25.00 0.00 x 0.100 = 0.00 25.10 0.00 x 0.100 = 0.00 25.20 0.00 x 0.100 = 0.00 25.30 0.00 x 0.100 = 0.00 25.40 0.00 x 0.100 = 0.00 25.50 0.00 x 0.100 = 0.00 25.60 0.00 x 0.100 = 0.00 25.70 0.00 x 0.100 = 0.00 25.80 0.00 x 0.100 = 0.00 ~ 25.90 0.00 x 0.100 = 0.00 I ~ Quick TR-55 Version: 5.45 S/N: 1315460151 Page 1 Return Frequency: 50 years TR-55 TABULAR HYDROGRAPH METHOD Type II. Distribution (24 hr. Duration Storrn) Executed: 11-10-1997 10:52:36 Watershed file: SP989 MOP Hydrograph file: SP989.HYD Short Plat 98 - 4 Pre ~eveloped 6 10x ~t Input Parameters Used to Compute Hydrograph Subarea AREA CN Tc * Tt Precip. Runoff Ia/p Description (acres) (hrs) (hrs) (in) (in) input/used Pre-Dev @ lOx 55.40 69.0 0.10 0.00 2.40 1 0.38 1.37 .37 * Travel time from subarea outfall to composite watershed outfall point. I-- Subarea where user specif ied interpolation between Ia/p tables. Total area = 55.40 acres or 0.08656 sq.mi Peak discharge = 26 cfs Computer Modifications of Input Parameters Input Values Rounded Values Ia/p Subarea Tc * Tt Tc * Tt Interpolated Ia/p Description (hr) (hr) (hr) (hr) (Yes/lvo) Messages ?re-Dev @ lOx 0.10 0.00 Yes * Travel time from subarea outfall to composite watershed outfall point. Tc & Tt are available in the hydrograph tables. Quick TR-55 Version: 5.45 S/N: 1315460151 Page 2 Return Frequency: 50 years TR-55 TABULAR HYDROGRAPH METHOD Type II. Distribution (24 hr. Duration Storm) Executed: 11-10-1997 10:52:36 Watershed f ile: SP989 MOP Hydrograph file: SP989.HYD Short Plat 989- 4 ~Pre-Developed @ lOx Summary of Subarea Times to Peak Peak Discharge at Time to Peak at Composite Outfall Composite Outfall Subarea ( cf s ) ( hrs ) Pre-Dev @ lOx 26 12.1 Composite watershed 26 12.1 il Quick TR-55 Version: 5.45 S/N: 1315460151 Page 3 Return Frequency: 50 years TR-55 TABULAR HYDROGRAPH METHOD Zype II. Distribution (24 hr. Duration Storm) Executed: 11-10-1997 10:52:36 Watershed file: SP989 MOP Hydrograph file: SP989.HYD Short Plat 989-94 ~ Pre-Developed @ 10x .`r.~. ~ Composite Hydrograph Summary (cfs) Subarea 11.0 11.3 11.6 11.9 12.0 12.1 12.2 12.3 12.4 Description hr hr hr hr hr hr hr hr hr re-Dev e lOx 0 0 0 3 13 26 16 7 6 otal (cfs) 0 0 0 3 13 26 16 7 6 Subarea 12.5 12.6 12.7 12.8 13.0 13.2 13.4 13.6 13.8 Description hr hr hr hr hr hr hr hr hr re-Dev @ lOx 5 4 4 3 3 3 2 2 2 otal (cfs) 5 4 4 3 3 3 2 2 2 Subarea 14.0 14.3 14.6 15.0 15.5 16.0 16.5 17.0 17.5 Description hr hr hr hr hr hr hr hr hr re -Dev @ l Ox 2 2 2 2 1 1 1 1 1 otal (cfs) 2 2 2 2 1 1 1 1 1 Subarea 18.0 19.0 20.0 22.0 26.0 Description hr hr hr hr hr re-Dev @ lOx 1 1 1 ? 0 "'otal (cfs) 1 1 1 1 0 I Quick TR-55 Version: 5.45 S/N: 1315460151 Page 4 • . Return Frequency: 50 years TR-55 TABULAR HYDROGRAPH METHOD 'Iype II. Distribution (24 hr. Duration Storm) Executed: 11-10-1997 10:52:36 watershed file: SP989 MOP Hydrograph file: SP989.HYD Sho=t Plat 989-94 Qr! ped @ lax Time Flow Time Flow (hrs) (cfs) _ (hrs) (cfs) 11.0 0 14.8 2 11.1 0 • 14.9 2 11..2 0 a 15.0 2 11.3 0 I5.1 2 11.4 0 15.2 2 11.5 0 15.3 1 11.6 0 15.4 1 11.7 1 ' 15.5 1 11.8 2 15.6 1 11.9 3 15.7 1 12.0 13 15.8 1 _ 12.1 26 15.9 1 12.2 16 16.0 1 ° 12.3 7 16.1 1 - 12.4 6 16.2 1 e 12.5 5 16.3 1 l2.s 4 106.4 1 12.7 4 16.5 1 . . ' 12.8 3 16.6 1 12.9 3 16.7 1 13.0 3 16.8 1 13.1 3 16.9 1 13.2 3 17.0 1 13.3 2 17.1 1 13.4 2 17.2 1 13.5 2 17.3 1 13.6 2 17.4 1 ' 13.7 2 17.5 1 { ' 13.8 2 17.6 1 13.9 2 17.7 1 14.0 2 17.8 1 14.1 2 17.9 1 14.2 2 18.0 1 ' 14.3 2 18.1 1 14.4 2 18.2 1 14.5 2 18.3 1 14.6 2 18.4 1 14.7 2 18.5 1 Quick TR-55 Version: 5.45 S/N: 1315460151 Page 5 Return Frequency: 50 years TR-55 TABULAR HYDROGRAPH METHOD Type II. Distribution (24 hr. Duration Storm) Executed: 11-10-1997 10:52:36 Watershed file: SP989 MOP Hydrograph file: SP989.HYD Short Plat 989-94 P@ Ox off. Time Flow Time Flow (hrs) (cfs) (hrs) (cfs) 18.6 1 22.4 1 18.7 1 22.5 1 18.8 1 22.6 1 18.9 1 22.7 1 19.0 1 22.8 1 19.1 1 22.9 1 19.2 1 23.0 1 19.3 1 23.1 1 19.4 1 23.2 1 19.5 1 23.3 1 19.6 1 23.4 1 19.7 1 23.5 1 19.8 1 23.6 1 19.9 1 23.7 1 20.0 1 23.8 1 20.1 1 23.9 1 20.2 1 24.0 0 20.3 1 24.1 0 20.4 1 24.2 0 20.5 1 24.3 0 20.6 1 24.4 0 20.7 1 24.5 0 20.8 1 24.6 0 20.9 1 24.7 0 21.0 1 24.6 0 21.1 1 24.9 0 21.2 1 25.0 0 21.3 1 25.1 0 21.4 1 25.2 0 21.5 1 25.3 0 21.6 1 25.4 0 21.7 1 25.5 0 21.8 1 25.6 0 21.9 1 25.7 0 22.0 1 25.8 0 22.1 1 25.9 0 22.2 1 22.3 1 Quick TR-55 Ver.5.45 S/N:1315460151 Executed: 10:50:17 11-10-1997 SP989.TCT Short Plat 989-94 Tc COMPUTATIONS FOR: re-Dev e 10~ SHEET FLOW (Applicable to Tc only) Segment ID Surface description Manning's roughneas coeff., n 0.0000 Flow length, L(total < or = 300) f t 0.0 Tao-yr 24-hr rainfall, P2 in 0.000 Land slope, s ft/ft 0.0000 0.8 .007 * (n*L) T = hrs 0.00 = 0.00 0.5 0.4 P2 * s SHALLOW CONCENTR.ATED FLOW Segment ID Dick Rd Surface (gaved or unpaved) ? Unpaved Flow length, L ft 400.0 Watercourse slope, s ft/ft 0.0400 0.5 Avg.V = Csf * (s) ft/s 3.2269 where: Unpaved Csf = 16.1345 Paved Csf = 20.3282 T= L/(3600*V) hrs 0.03 = 0.03 C'HANNEL FLOW Segment ID draw Cross Sectional Flow Area, a sq.ft 20.00 Wetted perimeter, Pw ft 40.05 Hydraulic radius, r= a/Pw ft 0.499 Channel slope, s ft/ft 0.0060 Manning's roughness coeff., n 0.0300 2/3 1/2 1.49 * r * s V = ft/s 2.4215 n Flow length, L ft 550 T= L/ (3600*V) hrs 0.06 = 0.06 . . . . . . . . . . . . . . . . . . . TOTAL TIME (hrs) 0.10 • Quick TR-5,5 Ver.._5.45" S'/N.:1315~460,151. Executed-: 10 : 3~6 :15. 11--10 -1=91917 Shor-t Pl,at 569-94 .RUNOFF,CURVE NUMBER SUrNMARY . . . . . . . . . . . . . . . . . . . . . . . . . . . . : . . . . . . . . . . . . . . : : . . : . . . . . : . . . . . . . . . . . . . . . . . ~ Su0area AreaCN Des.crip,tion (;acres ) (we'ighted) ~ ' ~ QPe"='Dev 55.40 69 ~ - I~ ~ I I ~ ~ 'i , 6,impson Engineefo-Inc. CIVIL ENGINEERS AND,LAND SURVEYORS N. 909 Argonne .Road, • Spokane,, VNA 99212 (509) 926-1322-.* Fg.x:-`926--1323 TO: 15•'11 He-mm-5ff,,-F.f,_ Sgsikq~h-~ Coua~'~ '~v~~eer` . SUBJ ECT: t -q $ 9 , - ~ f- , DATE: 197 r~.c~ vtr I- eV i eW ctv'~ t-W,Q CoI e s: -o-~ -~~c~ . r .4 eV.► xc:d dr.a;.+n.~_~ fCor 5n.o-t ~a+ ihCl~,.de -~e - ~l , , l s'o~ C o~ o'~ ~ e a~r~ aJ~ CAIe~u(ct"~ i o.H . 5 ~v~~Cer e,~ ~ ; . _ , - ~ ~ , ~V~Y4 _ ~ 1 ~~{~~s~t'! • ~ : ~'L~~~it~ ~1 ~ ; ; . . Slgned - POND-2 Version: 5.15 SIN; 1295160123 Page 1 EceCUted 11-10-1997 11;58:30 ***t* Multiply Hydrograph by Constant Unit . HYI] File: 5P989 .HYD ~ , Output Hydr+ograph: SF989 -94 . HYD , r e.V , ~ _ - ~ - Multiplier Constant: .1 TIME Unit Mu.ltiplier Output Hydrograph (hrs) ordinates Constant (cf~) 11.00 0.00 x 0.100 = 0.00 11.10 0.00 x 0,100 ~ 0.00 11.20 0.00 x 0.100 = 0.00 11.30 0.00 x 0.100 ~ 0.00 11.40 0.00 x 0.100 0.00 11,50 0.00 x 0.100 = 0.00 11.60 0,00 x 0.100 - 0.00 11.70 1.00 x 0.100 , 0.10 11.80 2.00 x 0.100 = 0.20 11.90 3.00 x o.loa = 0.30 12.00 14.00 x 0.100 - 1.40 12.10 26.00 x 0.100 _ 2.60 -4 _ 12.20 16.00 x 0.100 = 1.60 12.30 7.00 x 0.100 = 0.70 12.40 6.00 x 0.100 _ 0.60 12.50 5.00 x 0.100 ~ 0.50 12.60 4.00 x 0.100 - 0.40 12.70 4.00 x 0.100 = 0.40 I2.80 3.00 x 0.100 - 0.30 12.94 3.00 x 0.100 - 0.30 13,00 3.00 x 0.100 = 0.30 13.10 3.00 x o.i+ao - 0.30 13.20 3.00 X 0.100 - 0.30 13.30 2.00 x 0.100 = 0.20 13.40 2.00 x 0.100 - 0.20 13.50 2.00 x 0.100 - 0.20 13.60 2.00 x 0,100 - 0.20 13.70 2.00 x 0.100 = 0.20 13.80 2.00 x 0.100 = 0.20 13.90 2,00 x 0.100 = 0.20 14.00 2.00 x 0.100 = 0.20 14.10 2.00 x 0.100 - 0.20 14.20 2.00 x 0.100 = 0.20 14.30 2.0{) }C 0•140 - 0,20 14.40 2.00 K 0.100 = 0.20 14.50 2.00 x 0.100 = 0.20 14.60 2.00 x 0.100 = 0.20 14.70 2.00 x 0.100 = 0.20 14,80 2.00 x 0.3-00 - 0.20 14.90 1.00 x 0.100 - 0.10 15.00 1.00 x 0.100 _ 0.10 15.10 1.00 x 0,100 = o.la POND-2 Version: 5.15 S/N: 1295160123 Page 2 Executed 11-10-1997 11:58:30 Multiply Hydrograph by Constant Unit HYD File: SP989.HYD • Output Hydrograph: SP989-94. HYD ~ _y ; ~ Pe°r ~ ~ Multiplier Constant: .1 TIME Unit Multiplier Output Hydrograph (hrs) Ordinates Constant (cfs) 15.20 1.00 x 0.100 = 0.10 15.30 1.00 x 0.100 = 0.10 15.40 1.00 x 0.100 = 0.10 15.50 1.00 x 0.100 = 0.10 15.60 1.00 x 0.100 = 0.10 15.70 1.00 x 0.100 = 0.10 15.80 1.00 x 0.100 = 0.10 15.90 1.00 x 0.100 = 0.10 16.00 1.00 x 0.100 = 0.10 16.10 1.00 x 0.100 = 0.10 16.20 1.00 x 0.100 = 0.10 16.30 1.00 x 0.100 = 0.10 16.40 1.00 x 0.100 = 0.10 16.50 1.00 x 0.100 = 0.10 16.60 1.00 x 0.100 = 0.10 16.70 1.00 x 0.100 = 0.10 16.80 1.00 x 0.100 = 0.10 16.90 1.00 x 0.100 = 0.10 17.00 1.00 x 0.100 = 0.10 17.10 1.00 x 0.100 = 0.10 17.20 1.00 x 0.100 = 0.10 17.30 1.00 x 0.100 = 0.10 17.40 1.00 x 0.100 = 0.10 17.50 1.00 x 0.100 = 0.10 17.60 1.00 x 0.100 = 0.10 17.70 1.00 x 0.100 = 0.10 17.80 1.00 x 0.100 = 0.10 17.90 1.00 x 0.100 = 0.10 18.00 1.00 x 0.100 = 0.10 18.10 1.00 x 0.100 = 0.10 18.20 1.00 x 0.100 = 0.10 18.30 1.00 x 0.100 = 0.10 18.40 1.00 x 0.100 = 0.10 18.50 1.00 x 0.100 = 0.10 18.60 1.00 x 0.100 = 0.10 18.70 1.00 x 0.100 = 0.10 18.80 1.00 x 0.100 = 0.10 18.90 1.00 x 0.100 = 0.10 19.00 1.00 x 0.100 = 0.10 19.10 1.00 x 0.100 = 0.10 19.20 1.00 x 0.100 = 0.10 POND-2 Version: 5.15 S/N: 1295160123 Page 3 Executed 11-10-1997 11:58:30 Multiply Hydrograph by Constant Unit HYD File: SP989.HYD Output Hydrograph : SP989 - 94 . HYD : , • , , f ~r .2 * Multiplier Constant: .1 TIME Unit Multiplier Output Hydrograph (hrs) Ordinates Constant (cfs) 19.30 1.00 x 0.100 = 0.10 19.40 1.00 x 0.100 = 0.10 19.50 1.00 x 0.100 = 0.10 19.60 1.00 x 0.100 = 0.10 19.70 1.00 x 0.100 = 0.10 19.80 1.00 x 0.100 = 0.10 19.90 1.00 x 0.100 = 0.10 20.00 1.00 x 0.100 = 0.10 20.10 1.00 x 0.100 = 0.10 20.20 1.00 x 0.100 = 0.10 20.30 1.00 x 0.100 = 0.10 20.40 1.00 x 0.100 = 0.10 20.50 1.00 x 0.100 = 0.10 20.60 1.00 x 0.100 = 0.10 20.70 1.00 x 0.100 = 0.10 20.80 1.00 x 0.100 = 0.10 20.90 1.00 x 0.100 = 0.10 21.00 1.00 x 0.100 = 0.10 21.10 1.00 x 0.100 = 0.10 21.20 1.00 x 0.100 = 0.10 21.30 1.00 x 0.100 = 0.10 21.40 1.00 x 0.100 = 0.10 21.50 1.00 x 0.100 = 0.10 21.60 1.00 x 0.100 = 0.10 21.70 1.00 x 0.100 = 0.10 21.80 1.00 x 4.100 = 0.10 21.90 1.00 x 0.100 = 0.10 22.00 1.00 x 0.100 = 0.10 22.10 1.00 x 0.100 = 0.10 22.20 1.00 x 0.100 = 0.10 22.30 1.00 x 0.100 = 0.10 22.40 1.00 x 0.100 = 0.10 22.50 1.00 x 0.100 = 0.10 22.60 1.00 x 0.100 = 0.10 22.70 1.00 x 0.100 = 0.10 22.80 1.00 x 0.100 = 0.10 22.90 1.00 x 0.100 = 0.10 23.00 1.00 x 0.100 = 0.10 23.10 1.00 x 0.100 = 0.10 23.20 1.00 x 0.100 = 0.10 23.30 1.00 x 0.100 = 0.10 POND-2 Version: 5.15 S/N: 1295160123 Page 4 Executed 11-10-1997 11:58:30 Multiply Hydrograph by Constant Unit HYD File: SP989.HYD - Output Hydrograph: SP989-94.HYD r Multiplier Constant: .1 TIME Unit Multiplier Output Hydrograph (hrs ) Ordinates Constant ( cf s ) 23.40 1.00 x 0.100 = 0.10 23.50 1.00 x 0.100 = 0.10 23.60 1.00 x 0.100 = 0.10 23.70 1.00 x 0.100 = 0.10 23.80 1.00 x 0.100 = 0.10 23.90 1.00 x 0.100 = 0.10 24.00 0.00 x 0.100 = 0.00 24.10 0.00 x 0.100 = 0.00 24.20 0.00 X 0.100 = 0.00 24.30 0.00 x 0.100 = 0.00 24.40 0.00 x 0.100 = 0.00 24.50 0.00 x 0.100 = 0.00 24.60 0.00 x 0.100 = 0.00 24.70 0.00 x 0.100 = 0.00 24.80 0.00 x 0.100 = 4.00 24.90 0.00 x 0.100 = 0.00 25.00 0.00 x 0.100 = 0.00 25.10 0.00 x 0.100 = 0.00 25.20 0.00 x 0.100 = 0.00 25.30 0.00 x 0.100 = 0.00 25.40 0.00 x 0.100 = 0.00 25.50 0.00 x 0.100 = 0.00 25.60 0.00 x 0.100 = 0.00 25.70 0.00 x 0.100 = 0.00 25.80 0.00 x 0.100 = 0.00 25.90 0.00 x 0.100 = 0.00 Quick TR-55 Version: 5.45 S/N: 1315460151 Page 1 Return Frequency: 50 years TR-55 TABULAR HYDROGRAPH METHOD Type II. Distribution (24 hr. Duration Storm) Executed: 11-10-1997 11:53:03 Watershed file: SP989 MOP Hydrograph file: SF989.HYD Short Plat 989-94 , Developed C 10x ~ L- ~d~. c t~ .~0 1~j•h~ 1r{ ~ Input Parameters Used to Compute Hydrograph Subarea AREA CN Tc * Tt Precip. Runoff Ia/p Description (acres) (hrs) (hrs) (in) (in) input/used DevelopedelOx 50.60 70.0 0.10 0.00 2.40 1 0.41 1.36 .36 * Travel time from subarea outfall to composite watershed outfall voint. I-- Subarea where user specified interpolation between Ia/p tables. Total area = 50.60 acres or 0.07906 sq.mi Peak discharge = 26 cfs Computer Modifications of Input Parameters Input Values Rounded Values Ia/p Subarea Tc ~ Tt Tc * Tt Interpolated Ia/p Description (hr) (hr) (hr) (hr) (Yes/No) Messages )eveloped@10x 0.10 0.00 Yes * Travel time from subarea outfall to composite watershed outfall point. Tc & Tt are available in the hydrograph tables. Quick TR-55 Version: 5.45 S/N: 1315460151 Page 2 Return Frequency: 50 years TR-55 TABULAR HYDROGRAPH METHOD Type II. Distribution (24 hr. Duration Storm) Executed: 11-10-1997 11:53:03 Watershed f ile: SP989 MOP Hydrograph file: SP989.HYD Short Plat 989-94 ? Developed @ l Ox'- r.s • r, Summary of Subarea Times to Peak Peak Discharge at Time to Peak at Composite Outfall Composite Outfall Subarea ( c f s) ( hrs ) DevelapedClOx 26 12.1 Composite Watershed 26 12.1 Quick TR-55 Version: 5.45 S/N: 1315460151 Page 3 Return Frequency: 50 years TR - 5 5 TA.BULAR AYDROGRAPH METHOD Type II. Distribution (24 hr. Duration Storm) Executed: 11-10-1997 11:53:03 Watershed f ile: SP989 MOP Hydrograph file: SP989.HYD Short Plat 989-94 - beveloped @ lOx Composite Hydrograph Summary (cfs) Subarea 11.0 31.3 11.6 11.9 12.0 12.1 12.2 12.3 12.4 Description hr hr hr hr hr hr hr hr hr .:eveloped@lOx 0 0 0 3 14 26 16 7 6 :'otal ( cf s) 0 0 0 3 14 26 16 7 6 Subarea 12.5 12.6 12.7 12.8 13.0 13.2 13.4 13.6 13.8 Description hr hr hr hr hr hr hr hr hr -)eveloped@lOx 5 4 4 3 3 3 2 2 2 Cotal ( cf s) 5 4 4 3 3 3 2 2 2 Subarea 14.0 14.3 14.6 15.0 15.5 16.0 16.5 17.0 17.5 Description hr hr hr hr hr hr hr hr hr )eveloped@lOx 2 2 2 1 1 1 1 1 1 Cotal ( cf s) 2 2 2 1 1 1 1 1 1 Subarea 18.0 19.0 20.0 22.0 26.0 Description hr hr hr hr hr ?eveloped@lOx 1 1 1 1 0 I'otal ( cf s) 1 1 1 1 0 Quick TR-55 Version: 5.45 S/N: 1315460151 Page a Return Frequency: 50 years TR-55 TABULAR HYDROGRAPH METHOD Type II. Distri?aution (24 hr. Duration Stozzn) Executed: 11-10-1997 11:53:03 Watershed file: SP989 MOP Hydrograph file: SP989.HYD Short Plat 989-94 ~Developed ~ iox-` _ Time Flow Time Flow (hrs) (cfs) (hrs) (cfs) 11.0 0 14.8 2 11.1 0 14.9 1 11.2 0 15.0 1 11.3 0 15.1 1 11.4 0 15.2 1 11.5 0 15.3 1 11.6 0 15.4 1 11.7 i is.s i 11.8 2 15.6 1 11.9 3 15.7 1 12.0 14 15.8 1 12.1 26 15.9 1 12.2 16 16.0 1 . 12.3 7 16.1 1 12.4 6 16.2 1 12.5 5 16.3 1 12.6 4 16.4 1 12.7 4 16.5 1 12.8 3 16.6 1 12.9 3 16.7 1 13.0 3 16.s 1 13.1 3 16.9 1 13.2 3 17.0 1 13.3 2 17.1 1 13.4 2 17.2 1 13.5 2 17.3 1 13.6 2 17.4 1 13.7 2 17.5 1 13.8 2 17.6 1 13.9 2 17.7 1 14.0 2 17.8 1 14.1 2 17.9 1 14.2 2 18.0 1 14.3 2 18.1 1 14.4 2 18.2 1 14.5 2 18.3 1 14.6 2 18.4 1 14.7 2 18.5 1 Quick 'I`R-55 Version: 5.45 S/N: 1315460151 Page 5 Return Frequency: 50 years TR-55 TABULAR HYDROGR.APH METHOD Type II. Distribution (24 hr. Duration Storm) Executed: 11-10-1997 11:53:03 Watershed file: SP989 MOP Hydrograph file: SP989.HYD 5b~o3;t Plat 989-94 . Developed e l Ox`~- P-,r ;I1 f~ Time Flow Time Flow (hrs) (cfs) (hrs) (cfs) 18 . 6 1 22.4 1 18.7 1 22.5 1 18.8 1 22.6 1 18.9 1 22.7 1 19.0 1 22.8 1 19.1 1 22.9 1 19.2 1 23.0 1 19.3 1 23.1 1 19.4 1 23.2 1 19.5 1 23.3 1 19.6 1 23.4 1 19.7 1 23.5 1 19.8 1 23.6 1 19.9 l 23.7 1 20.0 1 23.8 1 20.1 1 23.9 1 20.2 1 24.0 0 20.3 1 24.1 0 20.4 1 24.2 0 20.5 1 24.3 0 20.6 1 24.4 0 20.7 1 24.5 0 20.8 1 24.6 0 20.9 1 24.7 0 21.0 1 24.8 0 21.1 1 24.9 0 21.2 1 25.0 0 21.3 1 25.1 0 21.4 1 25.2 0 21.5 1 25.3 0 21.6 1 25.4 0 21.7 1 25.5 0 21.8 1 25.6 0 21.9 1 25.7 0 22.0 1 25.8 0 22.1 1 25.9 0 22.2 1 22.3 1 Quick TR-55 Ver.5.45 S/N:1315460151 Executed: 11:51:34 11-10-1997 SP989.TCT Short Plat 989-94 Tc COMPUTATIONS FOR: Developed@lOx*~ SHEET FLOW (Applica.ble to Tc only) Segment ID Surface description Manning's roughness coeff., n 0.0000 Flow length, L(total < or = 300) f t 0.0 'I~vo-yr 24-hr rainfall, P2 in 0.000 Land slope, s ft/ft 0.0000 0.8 .007 * (n*L) T = hrs 0.00 = 0.00 0.5 0.4 P2 * s SHALLOW CONCEN'I'RATED FLOW Segment ID Dick Rd Surf ace (paved or unpaved Unpaved Flow length, L ft 400.0 Watercourse slope, s ft/ft 0.0400 0.5 Avg.V = Csf * (s) ft/s 3.2269 where: Unpaved Csf = 16.1345 Paved Csf = 20.3282 T= L/ (3600*V) hrs 0.03 = 0.03 CHANNEL FLOW Segment ID draw Cross Sectional Flow Area, a sq.ft 20.00 Wetted perimeter, Pw f t 40.05 Hydraulic radius, r= a/Pw ft 0.499 Channel slope, s ft/f t 0.0060 Manning's roughness coeff., n 0.0300 2/3 1/2 1.49 * r * s V = ft/s 2.4215 n Flow length, L ft 550 T= L/(3600*V) hrs 0.06 = 0.06 . : TOTAL TIME (hrs) 0.10 . Quick TR--.55 Ver. 5.4-5 S/N~:131'54_60151 Executed : 13 :1~1:'2 3 11=10 -19=917 Short Plat 9 8 9= 94 ~ ~ . ~ 'RUNOFP CtJRVE NUMBER SUrMMARY I ~ Subarea Area CN Descrip:tion (acres) (weightedl ' I ~.Developed@lOx 5:0.60 70 ~ - ~ I ~i II. STOR:MWATER DRAINAGE CALCUIATIONS: Short Plat 989-94 Basin Onsite + Offsite Pre-Developed Area =(525'){460') = 241,500 sq. ft. - 5.54 acre Post Develoved Area A (onsite + offsite) Area = 241,500 - 202968 = 220,532 sq. ft. - 5.06 acre ~ Area B onsite) _ ~ Area 5,786 + 12,182 + 31000 _ 20a968 sq. ft. - 0.48 acre Pavement = (150')(20') = 3,000 sq. ft. (120')(20') _ 27,400 sq. ft. 2{(30')(30')-(1/4)(nx30)Z} = 386 sa. ft. 5,786 sq. ft. - 0.I3 acre Grass Lawns = 123,182 sq. ft. - 0.28 acre Raofs and Driveways = 1 roof at 2,000 sq. ft./house = 2,000 sq. ft. 1 drive at 1,000 sq. R.lhouse = 1,000 s4. ft. 3,000 sq. ft. - 0.07 acre Storase Re4uired: a) "208" Storage Required =(5,786 sq. ft. )(1/27=12 in. per ft.) = 241 cu. ft. b) Bowstring = 194 cu. ft. + 1 Single Barrei Drywell, Type A(0.3 cfs out) Storaee Provided: 1) "Z08" Storage =(37')(1?')(0.5') = 315 cu. ft. > 241 V/ 2) Bowstring =(37.68')(17.68')(0.67') = 446 cu. ft. > 194 e 40.36 x 24.36 ft. ~ 2.68 ft. ~ 2.0 ft. C 39 x 19 ft. ~ ^ 4:1 6 „ - 0.5 ft. 811 - 0.67 ft. /4:1 35 x 15 ft. Pond Floor t ~ (39 +35)/2=37' (19 + 15)12 = 17' (40.36 + 35)/2 = 37.68' (20.36 + 15)/2 = 17.68' RATIONAL FORMULA HYOROLOGY & 6OWSTRING METHOO: OETENTION BAStN DESIGN DRAINAGE BASIN ANALYSIS for 10 YEAR STORM EVENT Date: 11104197 Prvject Name: Short Plat 989-94 Design: KWM. Site Location: SE. Cor. of Ella Rd. and Broadway Ave. oiskFfle: B6:%bow!ftm9ti10~13M.wb1 Project Number. 13090 Besin Name: Oeveloped Area B Basin DescriptionTractA. private road, "208" pond SU6AREAS: • TIME OF CONCENTRATION (minutes): a~~aa~s~===a=aa=~aa~:n~a=~=e===~=====~=~a a====a:aaa~aaaaaaa==:a~aa~asaaa==== Description A,cres C A`C Tc (overiand flow) Tc (gutier flow) Asphatt Pavement 0.130 0.90 0.117 Ct = 0.15 L2 = 240 Gratss L.avms 0.280 0.15 0.042 Z1 = 4.5 RoofsJDrives 0.070 0.90 0.063 L1~1~ y 10 Z2 = 30 N( 0.016 B = 0 S(A) = 0.033 n = 0.016 ~ = = Total 8asin Area, acres = 0.480 Tc (A) 0.14 d 0.1285 Composte Runoff Coeffictent = 0.463 L1 (8) = 0 Tc gut) 1.61 Com bined (Area' Runoff CoeffiaenQ = 022 N(8) = 0 Tc(+8) 0.14 S(B) = 0 Tc total 5.00 Tc (B) = 0.0 Intensity 3.16 Holding 8.55 "208" DRAINAGE PARAMETERS: Q(est) 0.71 c.f.s. Impe cvious "208" Area = 5786 sq. ft. "208" Votume Provkied = 315 cu. ft. Time of Concentration = 5.00 minutes Stomn Storage Provided = 446 cu. ft. PEAK DISCHARGE, 10 YEAR STORM: BOWSTRING CALCULATIONS Q= C• I• A= 0.71 C.F.S. #1 #2 #3 #4 #5 #6 #7 Time Ttme tnt,ensity Q dev. V in V out Storage Inc. Inc. NUMBER and TYPE of DRYWELLS PROPOSED: (cnin.) (sec.) (inlhr) (cis) (cu. ft.) (cu. ft.) (cu. ft-) (e1060) (A•c-#M (oUILV2) (95-M 1 Singie-Barret (Spokane Caunty Type A) 0 Double-BaRe[ (Spokane County Type B) 5.00 300.00 3.18 0.71 284 90.00 194 Outflow Provided 0.3 c.f.s. 5 300 3.18 0.71 284 90 194 10 600 224 0.50 349 180 169 15 900 1.77 0.39 394 270 124 20 1200 1.45 0.32 419 360 59 "ZOS" TREATMENT VOLUME: 25 1500 121 027 430 450 -20 30 1800 1.04 023 439 540 -101 Required G.P.A. ponding volume: 35 2100 0.91 020 445 630 -185 Im pervious "208" Area x 12" 241 cu. ft/ 40 2400 0.82 0.18 455 720 -265 volume provided at 6" depth = 315 cu. ft. 45 2700 0.74 0.16 460 810 -350 OKl 50 3000 0.68 0.15 468 900 -432 55 3300 0.64 0.14 483 990 -507 60 3600 0.61 0.14 501 1080 -579 STORM STORAGE VOLUME: 65 3900 0.60 0.13 533 1170 -637 70 4200 0.58 0.13 554 1260 -706 Maoaimum storage required = 193.8 cu. ft. 75 4500 0.56 0.12 572 1350 -778 volume provided at 8" depth = 446 cu. ft. 80 4800 0.53 0.12 577 1440 -863 OK! 85 5100 0.52 0.12 601 1530 -929 90 5400 0.50 0.11 611 1620 -1009 95 5700 0.49 0.11 631 1710 -1079 DRYWELL REQUIREMENTS: 100 6000 0.48 0.11 650 1800 -1150 1 Single (TYPe A) 0 Oouble (TYRe B) ~ ~ ~ ~ ~j~C p~1~~ RoA~ , (loins sheei d5) ,'7f r •~.i `rl~. --'-I ~s Vs tr9j~' ~~i~ j ;~4. , u~ +6 i 1 1 ~ . ~ (y ~Y?" ~ 'r at ' ~ ' ~ k, ~ ~1 ~~~'~,11 ~.a i y~~I. ~f n~~~ + ~ ~ r ~ ~ , rt~~~'.~-~~t y r~[ id '~~~LG.°~~"~ ~f ~~.1`. i~c~~~''i~ ~ 0~'.~.~ ''`f ~l~ry~~~~!` •~r+ff ~ p r~ • i ~ + ~ ~ • jV A ".nS, . ;I, a } 1 ~j 1 ( I~0 ~i~./ ~'Ti.PY~.~ i ~ • ~-'fi 'l ~ 1 ~ I~'~lFN 1~d~ r/1f~L ~ I ~ T • 1 r ~I( I I ~ k~' 0' 1 ~k•'~~i'~' ~'~'i~~q~' f~~~ i~}~~~~ r~?•1~, ~71 '~~r^~ .~~Pi' ~~i ~ ~ i!~ ~g~A"', 1,, ~~h I' p~ h 'S~ 7 ~ ~ 1 ~ c~ ~ e~~ ~ rM . t' ~ ~ * ~1~~. n, ~ . ~~r~~~~ ~1~~r , ~i~ ~ , :~L~.A °,i I . ~ ~ ' : ~ ° .,i•;n. .~~+w ~ ~1+~ ~ ~ ~ i r ~a i ~~°i: ' ~ I,'0~ ' r,~ ~ ~ , ' .r~ .~~r ~.a' : Ui'.. °q 1 _{a~ ~ . i .~.ew~u.a:'~ IJ ~ CL~I ~ ~wi' y~ F + p T"pn b,~., ~,~,,,a~, -y,~~ ~ ~f f ~k ~~r~,~~;~. 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I~~ P: ~,~r ~ ~e '1 r ~ pEp'1 S~ ~ ~ , J{ ' ti' t I 1: / " :i .~~r~ f~t~~ r ~ ~ ~ .D ~ r~~ rr' p ~~p4. _~~-~e~i►.:, ~r~1 i f F,'a t ~ ~r ~tTY; r~ .a•~,~ ~ d~ ~y~ f ~ , ~ d ~L1 l ~ i;"y~ ~ ~S~ s) .1 fll ~ e t. ~ ~ f'' 7 ; , • ~ . . i ~ ~ ~ ' ~f i' 4 ~ :~S ~ r u l . ~ ' ~:t ~ y kser~}~ -'i• ~%ir~~b~~~ ~iW~i t 1 ~ ' :~i'•~ ; ''t C~~°~~ a~~''r ~ , ~ ~ ~y ► -yry ~ ~ ' n . _r c~ - - - ,'r m • ~~"l~ 1! -I~iY~~~. ~ys' ~Y ~~'~rl' r~r^s A1 ot~`n~• i~~•~ ~A~ . . -w~ , y1 i ~ ~ y yy ~'i~ ~_.~~i~ '~N`I` ~9 ~ 'x y Y ~ ~ , ~ ~~r~„ rn '~I d' j rl~ ,6 ~ ~y 6 ~k .°ur~ + ' H e.~.,,:. ~ « ~ 5J. °~~9~' ~ , , a ~ `~Ik , ~f~ . ' + ~ ~ a ° ~ ;I r . r~~r . ~~f; ~ . • ~ ~ ~•i . . ~ • ~ , ~ . ~1 . ~ '~~1 ~ ~ • ' ~ i ~ ~ ' 1 a a, ~ ''s . ;1~90~'" A ~ ~ o~~~ , i~ 'a,, y i 1 /y ,JI ~~p~'i~ ~ t . 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I~yt ~b". ~~~r}'{~~'l , r OG,~~ !'~i~ y~,~ ~ ~~~.x ~ ~i d x,' ~ a ~ ~ . ; ~ ~ I { ~ ~ . ~ , • •r ' ~ f' ~ ~~ll~~ pt ~~'~1 :'~o ~(hw` ~'~,,7 ~ ~f A ~ ~ ' ~ h~ 4~ W ' ~ ; ~ ~ ' ~ , ~ , °~t~'~ !6{ ]a,~► - 1 ~ ' +*j t ~f~. . ~ , ,ii . _ ........~lYnlr•4tr~M~~~,,. ...r, iL.L.~i4 ~..a...~_ ~ 4~ -=7" ~ ~ nP.-^ C. P1. t~ ir-- a~~ y{1011iS 3~18Bt ~ . I ~ urii. n..n ur+. u~ ~ wi cyiqu~Wi i~ 1 ~~4 ~a w~l ul . wd tue~cr ol Ir~o hll Wn4ui.alwn SliMw4. U,uiaS Suie~ OeDUlmoni ol Ay~isull~re, ~ in0 Illv H'~p(~mplpn A~rleullwd Ea{pimtlnl 5UpQ11, Rangk, tqwnyh,py and seE(ibn [prners 5ho,vn 8n (h,S map are indefinu!@. . ~ 7•~ SOIL $LIRVEY ~ SPO[{:1.1iE COGwT1', ~"r~t3$[~GTO~ 7. T.tit~~~ t~.-1~ri~f rdescri1ltt~~r~,~ r f siril~ r~~tcl the~ir ~,s~t~~rt~~r~ ~~ll f3iftFl ltf~rl C~!►~mu~ii~ ~rn aerr~a.~~--C~} . 1 1 nttnt~~~I ~ ~ , - , ~ i , (:I~~tii~iCativn ~ CCtLwl~ll':t~1~tt---~tJt1tlq11l'f~~ t~~'CCI:llC7Y~! ):kti:IC1 s{L'1' I i ~~~'~}~~1 ~ ~ ~ ~ ~ , • D,~~ ~ri ~ti~rn ~rf 3uil :kn~l ~itd tr~~«ti ~ .tt:<<L~f~l~~ tiit~p ~oi1 cuun. ~ j , ' :+4~m~~ui aurfs~:e , , P~~rro :{!►il:t} ti►•ai~~r I~+~nctinr► ~l~p,, ~ tioa lli-pi•rsion '.4hrin€:-,.,+.11 " G'.~I?,~ b:~t~~r~~ , ~u. ~4 ~a. 10 \r~. :IU1 :u~it~• ~(t:,;~~ilution~ . Ii~3iR~~~! :1:1:~E(fl ntm,) '?.U nun. E~ . f y {U.u~ k U[ 1l) T] ) [?U t1! t1 t i:l! ' ~nm,; ~ ~ . ~ ~ !a, ~ , DsC ~~fll±~fl~q ~tOIIY ~lll. ~+~,uu, U ~o ;~c} ~crcuit tiia~il:~r tn I~rn:~aon ;ilt l~atn, A to ~~Q percent ~ t,,, Mr hr, !n. ;~rr ~~i •~~+t ~f~ . ~ ; ylupc~. slo~~w, ~~scr~pt th,~t the,nrf:~e~:1ut{cr is ~ton}~. r ~ ptip I)ru;;udn ;;tony silt loalti, :~f) tu ~i~i p~~r- ~ ~ eent ~1c~Ew~. ~ ~ ~ ~ DwD (?ru~;oon vcry ra~kp cam~lex, _~l to .a.;~ I)r;~qo~~n ~~~rt :+Gm~1:►r ta f)r;ti~;~cyn silt l~cinf, Il tc, j~:rt;~ut :;I+~E7i'a. :~U Eu:rccitt ~Iop~~~, ~xc{~pE th.tC ~fc(~1h to Iye~l- rork r,c~i~i~ fruu~ ll! tu ,'ll iitcl~r~. Rac'k ~nt- cro~r iucl~~tl,;c1 iii tl~i~ ~umple~, ~kB ~koik~ 3i1t laam+ I! to ''A ~x:r~ent .lu~a~~. 1Ce~lii►m-t~~xtured, t~~ell-~lr:~ined saii [nrmed from U to Silt lo;~m---•-__--.. ,jIL-Cf,---_ .1- , ~ - - 5a kc~ !?~y 80 ta J,~. G4 to ~ II I), 0. l ~ tn .{I ti. t to f~. 5 tIi h.. gluci;~ till contai:~ina a E;irGe ;imr~~tnt ~f ~•a[• ^ ~ Low tc} rTlOd- canic ;~I~ in the: ~~irface I~ycr; ~~nclcrl,tin b~ ?4 to ~'~ras•elly lo;~m._...__ ~,t _ f_~ r~4e1 :~t de ch ot :3~f ta Eli) incl~cs~ nccu i~ f~ to .~3 Ver r;~vellv ~andv - l._.._ kn 3-, t0 to Sfl ,S.i ta ;~IM '(l. S to w., t}, 1= to A. I~ 0. l tu C, b Ifi ~h_. B F ~ P, Y~ . . ~ vratr. I Ci. b jlf.uEI__„_ _ LAt1'. Il~li~ttl;LLlflj~r mor:li~►r.likd topo~t;tphy. lon:n, ~1(.~.__... :l-'3 _ :I f a3 t~ GO G«re]------------- 41 ta ~Q _I) tn:iil :i tv 1;, ll tu U'~. if P1. i1t, ro t!. I)'J fi. 1 tn i.:i fli,;h_. ~ rr~tt,_-•-- . t.~,.-. C~l .1-I----__ '?.i ca~i~ lf) ta':{I U cn:i ~l~! U. toll. tl~i ir. ~S toi.:i Ili~h,. ~ ~ F.liigh._.__~. t,ow. EiC ~l~iisn ~•~ry~ stony ~ilt lo:un, f} tn 30 pcr- ~imil;~r ta ~lai[~~ti sil~ ln:im, fl to •}Q p~~rcent ~lapes, c~nt 31up~~, cxca~t th:►t tltc~~ are ~•+~ry stony throitgttattt. ~ID Gloik:~ ~•er~ stony 3ilt loam, 34 to 3a pcrCeu~ slop~~. Em Lmrtent silt losm. 1~[rrtiuin•tctitnreck, some~~hat poorly rirained, p to S~It It~cim-----•_--,. ~C~.-~I, .:t-~!_ n- . h l k ~ l i nc*. ~ o i l t o r m e d i n a l l u~• i u m f r o m c a t~ a r- J a t o 1 Q~ 1 ~ p r o 1 U 0 ~ Q t a'~• i I l. S t o ~ I l. t i t a 1}. ~ 0 i. , 9 t o Q I i i~ l s_. . ~ 9.0 I11gla Low to rr10rl- ppll9 91~E~ volcania ~~sh, ;u►d aistunite; clept.h _B to ~l j~ry fine s,1n~Iy _ _ ;l-~___..__ Ja tu 1(11) !)p tv lUU a!} t~ ~ tl t1, $ ttr ;i Cl. 17 tq il. '?Il ~~A S. ~k ~I~ntl~:r; to ,sater kit1~1C IUictu:~tc~ ftom ncar tlNC ~E4rlace laam. er:ttr. 8. 4 ?4[oclt-r:ttc--- I.aw. t~ :ibvr~t H Peet. ~1 Go tiU ~ancly cl:~}' [atm.__. ~ , , ~ ~ , - L. .1-U_--.._ '~i rQ ~11Q .1(~ ~~t J.~ tu ~MU 41.'? iq II, 4 f1. li t l!.'?~ a~ s, r, ra ~ r,U►~•. _ :i t.raw . _ _ _ _ 11vderatc. Fa8 ~recin,~n silt 1a;~m, ~ to '_'rl ~rct~nt G'+~~y rlcPp, maclerntc~ly n~ll,Ir~lIf1E(~ li~janrl sfli}s 0 to'~~? St~t I@:llll_...___._.. 1[L- - r tiv'th metlium-te~turcdi+trf,tic~ la er znd mecli- . CI.---. .1 ~J:~ ta Iql) ~~l to t011 3U to .In li. _ t~a f~, ~ tl. l; tu A, :~l 6, fi to r. ~ ~(o~ler: 7.3 N[Offer:►ti+___ I.Qw iu`rno+!- slagrs. i y Fa83 Froertian sil~ lauin, 5 tu ~'t} perc~~~t simorntotler:~tely ~ne te:~turecEs+~byai~; [ormed -7n k4 i~ Silty ciay laxm_.___. r, ~l-' . f . C----._.. 4,------ ~ a co l~q JQ to l0U 5« ta'J+I I~.+~:i t}. 1~ to 3!1 B. B ta i. 3 I.nu~- cratc. sla~x~, ~evercly crn~~cd. frdm silt on ro[lin~ to hilly ugl.~n~~. C , FaC3 Freem~n s~lt Iuu~~i, ~U ta :I~l ~crrent i. 3 I.vtr------- Modcr,ete. si~pt~, se~•ercly ero~led. Fm Ere~h w;~ter tnar,h, Sh;illai~, stivarn r, i~~tcrmittent pDtkll9 ~ncl fring~w :troi~n ~L~kes th~it h:ti~•e .'L Q41C~llil~111~ tvltcr t;t~le. ~n~in~ering tl~~ti i~ uot ~it•en, as i,~nd ty~e is tao variable. GaG3 G~rfiel~! si~ty cl.~y loaru, Q to :30 pcrce~~t S'ery deep, ~r~ell-dtained soil de4elaped in loess 4 t+a S Silty ¢I;ry loam___._. ~ ~ _ s ~ r~c! etn ~:~nd knvh~ on th~ r~lE~n; kn hillti• S to ?:3 ~Gl~ti~ cla+~-__w•-----. Ci._,. :1-G..---- tu ll~ll Ji~ ko lqU ~J{1 to Q;i Il, _ to 9 U. 1~ to f1. 6, 6 to 3 Lo~v . sl~pc~, se~~rely eroded. on u p . ' CH-----... ,~-7_.---- 9~ to 1QD !14 to OA t~ ~ i 7.3 Lonv l[oderate. t~ l,►nda in Ghe Y;iiou~e soil are:e. ~ :3 to 6Q Si{Gy cl;ty loam____.. ~ Q~ a ~,r ko {1. t~ A. I; 8. d tu 3 Low. p CI~•-----.. A-$_..... 9,i to 100 J~ to lUU 4b tc J:, U, ° to a U, 1~ kn I}. ~'I) 7 .3 Lativ------- Fifgh. - b. ~ to 3 Lo~ _ . . . G A ~ Carri~on a~eU •]o:tm A to ~ crcent Graveil medium-taxt~~recl, some~r-hat exces- Q to la Crav~ily loam______~ ~ ' Br 3 ~ P , Y~ Sl[._._.... A-~.----- ta 3,i ~Q to ~SO 3a to +in il. y ta 5 (1. 1`_' to I}. l~ ~ 7.3 Low - - - - _ _ _ liccternte. .Inpes. ~~vely t[~nincd sail~ forn~i~rl in gra~•eU~ gluci~il ~5 to k! t'ary gra~~elly lonm__ ti1 - c , ~ 8. G ta 3 1fq~Jcr~ G B o,rri~ n r• I! 5 t? 0 erecit G o,i t~ti~~a h m~~ ter~a l frum c a r► e t • a f n c i ~ l, ~ 1~! t p G U ~ n n d, q r;► v e l, a a d ( t. i__.__... A.._---- ~ a t o 6: i 3 1) t o U l l 5 t~ i r u a, ~ l I?. l l~ t o U 1 i'r, 6 t~ 3 l f~~r lera ~ G a g x r k } l o a m, a p ~ C F. A- 1_._... 3 t 1 u r) 3 liodcrate Lon. t. 3 1(aelerate___ Law. s l o e~. i n c o~~~ s~ r~ n~ r a c ~ C~ u r i r ~ ea r l y l e r e l t o m o r c u b b l e s t a n~ s. - t o i t t o _ t o ; i 7 l 1 7 I I~ t~, i?. I l~ i ~ k a i. 3 i[ f g h.., P ~ ' .i f ' eratetv ~ op~n~ terr.►c~; depth co mi~t irc n T.3 Z[tgh----__. Low_ s;►nd, ;;rarcl, au~l cob}~iestonee rangc~ from ~ ~iz ta 5 tict, ~ I GmB G~rrison ~•~,~ry ~r.~r~il;~ la;~m, ~ ro S Siiriil:~r tp {r~~rriann ~'~GLL'CII1' IO.im, except tl7~t 4 kd l.i b'ery grati•ellv loam_. ,l ~ - .i ~ _ G. ~1 tQ G~f .{1 t~.,q 5 t~~ la t~ . ~~~~rc+.~nt ~lup~~s. the a+irf:~ce lacer i~ rer}• ,g~;l~•ell~•. I.i to ~1~k ~'cry ~r;irClEy lonm_ . ~ ' i. Il ~1. R}' ~u f~ ~IM I~. 1 to G. G ~[o~lcr:i G. G ,[oderafe--- Low. ~1~ to i,U ~,~nd qrt~vcl ,nnd C1[.----•-- r1 ~!5 ta li.~ ;~r1 ~u G~I ,i t4 l,i tu ~i, rr U, tu ~l, IA ~ li. +i ra ;3 1[ r1 ~ ' , ~ CI'. :l-t_._.__ ko ~3,3 lq t0'yl1 U ~p ~i } IU U. t1~! ro II I a ct:~ ~ubtrlest~ne~. • 1~~ 4r. b to (Isgl~_.. +.:i lfarlcrlte.__ Low. 7,3 Itigli Lativ. Gn~ G:~rri=c~~ti v~~r} StaE~y ja,~m, 0 ta '?{1 SimiE:~r la C:~rrisai~ ;;r,~+•~:llr la,tim, ~~xcept th.rt pcrcent ,lape~. thc surE:►c~: laycr is ti~cry ~cony. ~,pA Gl~nraqr sitt lnam, ~ to 5 perreat;I,~pw. S'rrv d~+r~, m~rlium-t{~qt,cr~{!, n~rl!-~lrain~~~l ,~iil:s 0 k~~ ~il~ l~a~tn_.----.---- ~ , - ~ ~r~ g f; l~~rtirt~,~~.i it Icinm co'.' U +:r~~~~ir~~ I~i furm~r l frnrat a,~~i~ l i rii~:ou~ r l~~~~,~ 1 ci i l• v~ir tacc s- C L.--- . l-~..----- J O W' J a r 7 t u . 1,~ t ~ 0 t n ti.~ Q, S t ~ i ~ p. I i t a l).'_' D I;. l w;. 1 1[ u~ l~ r h , I' E R1 , , G p C ; C~ I ti r G ia~~ ~ i i t l o a n~, 2 0 t u 3 Q r~~~ n t I:~ v r s i n N u r t t€~~ r i 1 M~` Ii 1 f' tiq I I I I~• o l c a u i c u.~ h; a n ~ 3 Modrrate__ f.aw to , mo(terate. ~ . ~ ~l+ap,~y, g~~trtly ro~lin~ to ~t~~+~p itplut~,li. ~ ~ ~ ~ ~ipD Clrnmse ~i[t I~rum, 30 ~S Eu~rci+nt ~ ~lupr±. ~ ~ , a....._ - _ _ - _ . - - ' - • - _ - . - _ _ . - . . ' . . - _ • ,1 - ~ Tr-y a depth of 1.2" 4-4.1 Drywells - Precae,t concrete dry- - ~ j wells,. as ehowm on `County e'tandard~ ~ 2/3 1/2 . drawinge, may be ueed to retaia etorm V=l 0 486 R S ',It ~ Aree drainage in BOLls vith a. very; tapid per- II. Wette& perime'ter meability. Typee A and B Drq,vell'e in e the following: soile maq 'be designed ta - a Z'~~c1.2'+t2x1.2x1.~2_~- ~ 5.28 f. _ infiltrate a: rate of flow of 0.3 cfs and , 2- ¢2(,1,.22+2.42) - . • 7:36 fto,. I.0 cfe reepeceively: . Bong . . .Piarble ~ - -R o a 717 , : . Bonner . P'hoebe (Carrieon~ Springdale ' . 2I3 1/2 Hagan ~ -V= -1.486 (.717) .(.02) = 5.61 fps The -locations of thes,e soil types, are ~ 03 etiown in the Soil Consecvation Zervice Soi-l Survey for Spokane. Couaty,. The Q m VA = 5.61 fps 'x 5.28 sf ~ 29..6 cfs drainage, report shall include a copy of the SCS map, with the subdi.vision plotted, • 30 c-fa d~ 1•2' Chereon. The Count.y Engineer shall ce- , I quire the developer to provide a. sieve ~ . Solve Dc~: Tfy 1.3' analysis and soil type test from & soils - 3/2 laboratory 'acceptable to the. County En-. Q V g'(~b ff Dc)3 Dc . gineec i-f there is a question ,regardiag ~ + - _ b+ 26 Dc the.above soil types. • q ~ 3/ Z In tural areas , as defined in , S,pokane ~ I Q mI/32. 2_( 242x1. 3).3 X 1,3 i 30.9 cfs County Road Standa-rds,.open gravel dry ~ (!2+ZX2Xl.3) wells may be permitted in lieu of [he . precast. concrete drywells. ; 30.9 cFs • 30 -cfs- . o d~ ~ 1.3' ' - • . ; D> D flov is supercritical. . ~precast concre[e dryvells_ proposed ~for , c n, use- In _other so'il-s [han those shown ' above_ -and al~l open ,~cavel dr~►wells shall ' 'S ince the f low is supercri ticaal ~ care be des igned a~ccord~ing to pe rcolat ion . s_.hou-ld tie [aken to pcovide a proper de- rates detecmined by a field tes*[ con- - s:ign at points where horizontal and%or forming [o the Manual of Septic tank ' vertical alignment change. 3,practice. A County inspectoc shall be ' ~ present during all percoUtion tes'ts. A - I A free. board ,of .30d should be applied . percolation [est 'calculat-ion sheet • , - signed_aad sealed by a registered' civil D~.3U R 1..2 a-1.56' en8-ineer shall be s.ubmitted. The pec- , . colation rate shall be equal [o or , V~ 5.6 fps > maicimum allo.wable. g:reater than 7~2 inches per ho.ur to be ~ . tap.. (Refer to Section accept`able for dryvell construction. Provide rip • ,4.50 4-4.2 Storage Faci-li•ties - Detent-ion storage facilities may be used- [o 4=4 Det,ention/~Ret~ention- Svstems -~e regulate flow rates. An over-flow peak tate 'of, =cunroff, , f-rom an 'exist-ing type storage system which regulates the si'te sh'all not be increased due to the. ,at'e of o 1-ow shall be used. See , proposed develo.pment for a given. design Figv,res - - 4-3. 4-4, 4-5, and 4-6 for sGorm. Ttierefore, a re[ention/det,en- Sugges,ted deGails. Landscaped faci-l= ~ -tion fatility on-site vill be requiredo i[ies such- -a"s parks, playfielda, tenni coucts, etc* are recommended foc Date: 4/4/~84 s _..J 6impson Engineens, ICIV1L EtdGINEERS /1MD LAND.SURVEVORS N. 909 Argonne Road ~ Spokane; WA 99212 (509)' 926-1322 ~ Fex: 926~1323 TO: ~a~~ v QNVI~tri~ ar► t I.T, ,S Q,o~aK ~C-omh.En~.►~ ~x~,,~• SUBJECT: 56o:r_t 'P lat 9 SR- g-f 'DATE: 4,Izi l97 , ~ inav,e _ iv%c.l %.acA f0r r~r- review i+wQ cqp4 es- o f +ke . 5~'or'w+w~c~.er. drw~al~~~ ~ . o'f SlA;ori - ?ia+ 101' if. at fke: , S C. ~ o r ~n e.r o f ~ r oa c~ w a~ Av e, ct p%,a ,E ll alz-oaA_ Zkc►v.e als,o i~cl.~~ed. a coo: 4tic stor#vtw.nte-r, 4ra4%c►3e ~evih M ~Mk~~,~ RECE VEb . _ r f+ `''~~~~COUIVTY ENGINEER - - t ASigned ~ ,l` 61m.pson 9n9ineens, IP1,Ga CIVIL- ENGINEERS AIVD LAND. SURVEYORS N. 909 Argonne Road R'Spokane,lAlA 99242 (509)'926-1,322 o Fax: 926-1323 ; TO: Duve Berto- Spokane County, Engineers.Uifiice .SUBJECT: SbortTlat-#'989 - 94 DATE: actotier 3 -31,1997 Attached is : 1. 'I'he Final M.ylar for Short Plat No.989-- 94: When you,,get-,the drainage Declaration of Coven.ants -fited put the number on the.My,lar. - _ , Call-me if y.ou.have:any questions at 926-1322 Duane-1VI. Helt Plat Coorilinator - _Signed SPOKANE COUNTY OFFICE OF COUNTY ENGtNEERS CALCULATION SNEET Description: Project Na: Colc. by: Date: Titie: Checked by : Date : Sheet of Notes : e! ea I~r.~ w~ 1~~~ sp ql 13 /Vmd W ~ri N C• i/0i4 + T. ~ ~ rV.- ~ 0 N of.. ~~~.e5. cT r. N 5,pA4L,~.. . i c~~5~ r.tT A hDJA~ Pp . ~ ~a SS bevv) ~o e...~ S'7~,!,~. a ~•rT Al y 7 ~ • ~ . p6o- n Enc)ire¢r.s,!lnc. CIVIL ENGINEERS AtdD ~LAND SURVEYORS .Id. 909 :Argonne Road io.Spokane, VVA.9921-2 (509) 926-1322 o Fax: 9264323 TO:, IDAVE AER~'Q, . 5pokane. Lounty Engneers Oihce SUBJECT:. ,Short-Plat # 989=94 _DATE:- August,-22,t.996 - Attached is, . 1.. A;copy o- le. in , at , and your redlme copy. tou, proMyFlor gof'about ttms plat., Wt the,owner_-saicf~ie s-reacfy-to~go again . Ae;smdhe=was--wamng~.- for publicsewer to come to .M, area. e.to me it was comrmng fts m.so he ' wanted .to;get started. me tT.you have any=questions at I?uane M:. Helt Plat Coordinator• y . _-a - - - - ; s ~ - - - , - - , Signed . ~ • i : S P O K A N E C O U N T Y PLANNING DEPARTMENT WALLIS D. hlUE313ARD. DIREt?OR MEMORANDUM ~ECEIVED M. Division of Engineering and Roads I?ivision of Utilities ~ Division of Buildings Spokane Counry Health I?istrict Ccov f.l fl oouiu Spokane County Parks Degartment Spokane Couaty Fire District # 1 Hutchinson Waier District FROM: Doug R Smith, Planner I ~ DATE: Apri14, 1995 SUBJECT: Final Short Plat SP-989-95 Enclosed find copies of the atove referenced final plat. Please review and forward any comments by April 18, 1995. If you have any questions you may contact Doug R. Smith at 456-2205. Please direct your written comments to Doug R. Smith. Thank you. rP Enclosure c: Larry Seemann, 8706 E. Mission, Spokane WA 99212 Michael Phillips, 909 N. Argonne Rd, Spokane WA 99212 1026 WES'C BROADWAY AVENUE • SPOicANE, WASNINGTON 99260-0240 •(509) 456-2205 • FAX: (509) 456-2243 •TDD: (509) 324-3166 . 5!m(, sof1 [;nqtnee-(,,.s,-,lnc. CIVIL E[VGIiNEERS- AND LAND 'SURVEVORS N."909 l4rgone~dfload o.,Spokane, WA'99212 _(509) 926=1,322 ~ ~aci-926-1323 , TO; SUBJECT: DATE: , A'~- -~c~. _ c~ i ~ =1-1~ p t► - -~e ~ r~ =~11 e -~';~a►..1 p't ~c-_~ T I I - , - - ~ .Stgned- • ~ B - RECEtPT Date ~3- P`~- 199, 2051 Received From 41~P '1 Address F70 i ~ P - W~ ~0z~? - e: Dollars $-.&Vot , For &14- L S_fl9m ~ y-w~ ACCOUNT ~ HOW PAlD A~OUNT ~H 1 MAT. PAlO CHKK s ~ eaLANcE ~ MoNEY 6y ~ OUE ORQER ~ + I / ~ 8K80~ ~~~Cs°~W \ LARRY R. SEEMANN 415 3 SHARON J. SEEMANN 8706 E. MlSSlON AVE. 509-928-0188 28.8269l3251 SPOKANE, WA 99212-2531 , Pay to the OldBf 0f i~-t-~''~~.Ir d0J/8lS . SPOKANE RA1lWAY CREDIT UN10N 00 iaaX "1- 5Pa►cats'e. LNA 58:Ue ~ '0000'~K- MEliID i: 3 2 5 L8 26901: 29S330101,116 4 I5 3 . 6impson Engineens, lnc. GtV1L EhtGINEERS AND LAND SURVEYQRS N. 509 arganne Road • Spokane, WA 99212 (509) 926-1322 Q Fex: 926-1323 , TO: e.v+% m iv%5 s ~ ~ ~gt►~~~~. +C~~~~'~ ~~~~r~eer,s SuBJFCT: s kvt--k lhoci 7191- 1+ aA-rE: 145117 ~+OtmF O-C a~~-ov i s Ak.4., 1D r t Ct ~ .O+~ txi- drMwit%ck of Ar ai l?~a13 ot p► fv - ~~arf iA+r~, 4p r, ~ ►n cer ei~ - ~ ~s ~4~ 10' . I~~~~T► ~~~~1~ - ~ ~ . , .,~Slgned ~ ~?~c ~1~;~a-~,► imp-son Enc~ . ~ i~~rs, Inco CIVIL ENGINEERS AlVD LAND-SURVEYORS N. :909 Argonne, Road o Spokane,. WA 99212 (509).926=1322, ~ -Fax: 926-1,323 TO:, ~ 1 1 ~ ~ 2 ~Y~Y~1 ~ S ~ . • S O ~ R h Q, C v 'A N•1 ~ G 5wee r.r ~ SUBJECT: 56o.r,t a~°ra9, - 1_1. , DATE: ~ I 14 1 913 - ~.~n c~ t,tc~ =ed -'Fv 1r ~ a u H 1~' ~V_~ e tN i s d C o . of -~~1" e~l i s~~ ~ dr a'tikQ~~e 1~lm. for- 5.601rt- F-l a+ 9 8q~ - 94 . ifej- r ~}~.e ~1ct~ S~►oW-S a d.rAtAct,y,e e-clSeVheh} or► -Trac:ts 15 C ~or -~~e. c~~lrcuv~a~L Cro5siK5 +lne'se iofs. -Tke ~~now s vl t~~ c.v0 clr ai'1na4~_g C~qy~~.e.l w~►i cl~ of- c~vNKV►eI- cvkle&Alqtio% -for cJAaki.el . Tke e:aleLtlafj'oti , 4 e,r ies ikqf +h e. e.kcitn he-l v,'t ~ fg!j~ S +ojr ~ qJe-r 4r. ~ v w ~ h c~ ~'~n r ~ ik e, s i''~ . - h c.e. r e,l ~ ~ - _ jC_eVi vk h1c MlNikih ~ - ~ a s -----,U , r ! SPOc~'~~;~ .juki-► t-NGINEER_!i - - ~ /w Signed- ~um . Triangular Channel Analysis & Design \3090 Open Chan.rxeI - Uniform flow "ai tWr, Worksheet Name: S.F. 989 CvrRment : Drainage Draw Solve For Depth Given znput Data: Left Side Slage.. S . O0:1. (H:V) Right Side Slope. 5.00:1 (H:V) Manning's n 0.030 Channel Slope . . . . 0 . 0100 ft/ft Discharge,,...... 2.60 cfs Camputed Results : Depth , . . . , , . . . . . . 0.51 f t < p -q*. Veloeity . . . . . . . . . 1.97 fps '%s less -C~.awn Flow Axea , , . . . . . . 1.32 sf c1nav+r e-l F'1 aw Tc3p Wi.dth 5.13 f t wetted Perimeter, 5.23 ft Critical Depth,.. 0.44 f t Critical Slope... 0.0223 ft/ft Froude Number.... 0.69 (flflw is Subcritical) Open Charxnel Flow Madule, Version 3.21 (c) 1990 Haestad Methods, Inc.* 37 Hrovkside Rc3 * Waterbu-ry, Ct a %JN1 ~ .MC~C,r{ ~~0 v~As,~ ~ 13 ~ 28 - 78,~p~ ~ LXt- rjA.T~ ier4a 9ia ' 1 'e *-impson • Enqieers,lnco CIVIO. ENGIPIEERS AND' L- AiVD SURVEYORS N. 909..Arg: ;nn• 'Road, • Spokane;,WA 99212 (509).926-1322 • Fex:=926-1323 TO: S-FukaKe Co:4h+~ SU6JECT:. :5 4ort 9 `d - `l 4 DATE: ~ 1) z4-j a l - Jowr ir 'evteW ar- e. 'tWc c:o 'i-e.s o'F ~KC:I.~►.de.~. ~or- r~ai~re.d c~lr'ainc~ ~,~l a~ ~or Sko~J ?1_0i' loR - q4 ./~~s~ f intlKd~~ . . ~ra v►~ e~~ r e v~~ u~ s r e vo,e~~n/ . . ~ ~ N1 c- M Lt1 k~a r P. C. ~ i~rr~~ r ~~.~q • i i ►`~l'~;~' i ~i ' - -SFtiitNft.Z _.uuWf t' ~RGMEFB ~ - , , - ~ 'wStgned ' ~ ~ V . la,~d Px ,r S fa.~nd Px .~d ~ppqQ{/AY A?.b'U! _ _ _ SCRLE r'= t0' ~ -a ~ fRJT GGI.wb ~ y ~y r ~ G • y , ~----_-~_--------------------,•~------r---------~ ~ ' ' , , ~ ~ I o+ d0U t4.51 I1I2? ~ i I ( ,~i ~~R~„~ _ ~ 4,'er I ~ ~ ~o ~ ~ ~ ~ ~ ~ ~ I . ~ I I I ' ~ ~ .'o ~ ~ ~ ~ 'y' I I ~ I ~ ( i ~ ~ ~ i ~ ~ I ~ I I I ~ ~ , , , i ~ PROPEA7'Y DEJCRG°T/ON , ~ , , . , ~ ~ :,v ti ~ % %'4. 1 ,'1 I Fs~rc[ a' a u I ~ i I h .ti $ ~ I ~ ~ l9ll RL•It NUItN/NSGHJ FOQ ,oJ /lLtORCD /N9AtW O, ~'tiGf tl v q ~ B ~ ~ , ~ ( P! Fta7J /X S~JKAA'! CCliN71; P✓qJNINCfJN, flCCPT !JI£ !d!T Z ~ ~ I :nn ~ I ~B.S rEfT, AiYD ~'!ClPT lk.r JNSAD fltl p1J0lIlEPJ TMAT ~ fnHTlQN Dfi[RldfO fN NlSHT Ql ,V~1" p[£C h:~ a:r7irlf /bM DRm90- ~ p I ~ ~ ~ ~ ~ W,ar Avcarr ~ ~ «.~.Y_..._--;---__~_____ ~ I ~-Fav~d~v.,r,~:,~~~o~ ~ Pl7frfC 9' ~ I ~ hs+d yi ~~.5 . ~a,t I 7H£ J✓EI7 ~k Gl !07•J, Rll Of lOT-I Rh0 7'N." r~6f: 1~,5 fFfl 999G 24.s ~ 211,19 ~ ,r~ ...r. • r~i .~ei OI l0T 1 ALL /N BLOCb' j1 Of tiUlCN1p1CN5 pl/p/7~yN,l~~ld,fAlO y w ~ I ~N e~~' 0, ~A6f 4 Ol PLAr3 JF~7,Yf fOUNT!' lJAJNI~uTON I ( 1Q7'~'61f ~ t~ . ~ ~ ~ ~ l'lCCPT 7!!E SOUtN II~CO fftT, AL10 f1tEP7 TN~° A^~A~N I I ~ ~ I 7.s iECr jOn B~r RANAr N~~ ~ I I ~ ~ ~ ~ C ~.NL/E~91P~'AB~iN3`@rNAYQtO b N ~ M( i Jl~ R~0.5 q:~pltoRa ~ r3L773Df. ~ v ( ~ 0~ I V~ ~ • ~GOr, y OS9~?/~7 ~ ~ R V I I ~ ~ ~ I RAntC~ c , ? ~ ~ I 3 e9'~t'ar E ~ ~ I t 7lY£ 10!/TiJ !D l.~PT 6! IWf lJYt Gf lOn3 0~,v: . ~ n' ~ i I ,a v a~v J.o f~[' J!/,!: ~ ~ ~ p Q~ [OTf-4 AID S 61-210rHU7CNlNlONf RD/I AJ NCCORQfO /A' ( ~ B o o n p, ~ o s c 4 O P P 1 A r 1 J F A A'd H C C' O U M Y, W ASHldi,7DN Q~ r ~ Z ~ ~ o v ~ ~ ~ I ~ ~ I ~ ~ I ~ i ,~~i ~ 3ll.l/ ~ d ~ ~ o i ~-_._-r -1 ~ ' s e9'rr'co ~ ~ ~ ~ ~ f.-un~Pltc,4c r:,a'loG I ~ ~ ( 0 , b ' ~ + ~ ~ ~ ~ SUR~fyDR.S CERT/f/CATE i i ~ ~ I , ~ I I ~ ~ 7N13 A'F.'COB/llfT1YBFPd~SFb~.n N~Jr`l1/fY I'rRl~'9YIYEQ~? ( I ~ ~ I UYL~: A Ay ~!1'£C ~/O~s' /N [GY/'c1!'rNFYiI b1/TN /f£JJ/?fi7fAJS ~ ~ _ I ~ I aT Ti~.r SU/Jl': Y!r£CQRO/NG RLT /17 ~ f ` f`, I ` I K ~ BRUCL I4dOHTJOY, ~.4~ W,~.j, AO { ~ ~ ~ ~ ~ I ~ ~ . i ~ I ~ ? ~~CM9A , ~1P~oY ~ ~ ~ I . I ~ i ,4 , I I i i I I ' I i i i ~ . ~ ~ ~ i ~ ~ I ' l~ I i i ~ ► e . i i i - ( _`_~~va .l.__~ `~rvA-~---~---- ~°a~e ~_._1~--~--- ~ ~ NG~7 4JC.+1 1✓ 6;l 99 ~ t,. ~ m rd p~~, Fl~'£N(Id ~ . , BRUCE MOUNTJOY c r, 1~ /n.nd ~5.~ nai! o D:,,n PR~'ERTY SURVEY IN THE NWi/4 OF 1~ ~E S Vz 0~ SEG 18, T25 N, R 44 E.W.M. SPOKANE CUUNTY, WASHINGTON BRS~.~ BE~IR/NG L EG FND ~ ~rHx s.~~,9n<. ~rr~s~r~~;j{~y~l)d~~R R! R.,=~~~+nro,~ ~ ~ , - . ,ya,. CL~iRENCE E. SIMPSON ENGINEERS~ INC. , f d c~ s. r/ nr sF~7 ,/~ls v tRv ~ r~.,~ ;i c~ sc«cre. ~:cn~ Q~,~.; r..P ~a: F~c:~r .~~arn~o n.~ ti~rca N. 909 ARGONNE ROAD PH: 926-1322 crR~A,~~^~ F~~.d ~N~j su~:M~~. SPOKANE, WASHINGTON 99212 ~ : ORAWN tlY Q!'r"1! NeLT ~ a/wlba ~ I D~08tf ND ~ ORAWiK. N4 ~ ~ I i ' ZHECK Q Y- r~~• ~ 12IP~'rl&B I !/077 le~l E 8 - . . _ ` _ - ~s. _ ea- , . ~ . . ` ' - ~e. ~ . ' - ` r-• _ - { I ~ ~SDato!oa~y .~.e~„ ~.1 C t Ll` $t UC} ~ ~,,:~.,.,~,c•~ r~tl ~R -i . . ~ aE . ~ .l~.uJ F~a 1 1~ ~`~'P~ i~;. ti ~~~.i~ ~ i crt~.,~ ~~~.~~~~.~d ~~~i BRQADWAY AYENUE Fd P.K ~.~r ~ Fd P.~ , - - ~ ~J ~ (Nua~eo'J EAST 4f.t 44 'p j ^"'S N ry F ~ ~ ----r ---~T - la4 ~ ~ PROPfRTY DfSCR/PT/ON r~~r~2zs E?.2~s / 9 ~ia,a7 I ~ ~ (cr,li,,.y, ~ p~N cn+,yi ~ (~ta.4~wJ ~ ~ 1 I ~ IZd zo I ' ' ~ ~ PRRCEI A' i ~ ~ i ro ~ ~ ~'he ~elh /OS. t ~ ~ I ~ i + So 7 ee ol the Eas~ 10.3,00 tee~ af ~ot / 8/o~k pZ I ~A ~ ! ' y I e 41~ ~f ,~utchinsnn's A~dnc~~n~ as ~ar ~,r.~t tlr~nc+f' re~~r~ed ,n Ua/atne ! ~ ~ ~Q„ oF PlQ fs , pags 4, s~tuate ir~ ,',~ip ~'~unty~ of ,S' ko~e Sral~ Fa ~ ~ ~ a, . a ~ E /z ~ ~ o{ VJash;notan. , , ~ ~ I ~ h' a i~O!'-3 ~ LOr-2 ~ LOT ~ 1 o ' ~ ~ a';'.3 .f ~ ~ ~ ~ ~ ~ ~ ~ ~ ' i~' 7" ~ ~ RRALEG B: ~ ~s ~ til_:, ,.It ~.C. ~ ~ ~ ~ ~ ~ e T h e S o u f h v t o j Lo f l, £xcep t f he Sou f b IOS.~3 {eef o~ fhe £ f 4 ~ SB9 SG09E ~ 3N•l7 ~ 103.00 ~ect To cfhtr ~,,~ifin thc So fh ba as o.; ; . ~ i f ,9 u . ot' Ls~t ~,~nd tAe Soaih %t ; I I N o the Eaef /t o{ Lot 3 BlocK 2Z rf Hufch~rtsen~ Add+i~on~ rs p•,- i ~ ~ I a plat theieof recortrled in ~o/umr '0° A{ Plefa, ~Sa ~ 4 s~tua~e ~ A 9 , nle ~ ~ I Ceuqty nl' Spokerte~ S>ale eI y1~nsA~nrlrN~' ~ I ~ ~ 2 i I r93.0! ~I ~ ~ ~ ~ Nb9•52'~'f+d 1 r~ i ~ 1 ~I I ~ i ~ loi.oo __i.. I u I ~ V a ~ 1, ~ ~ ~ PA+~cEC B ~ v 3 I t s ~ ~ ~ ~ 0 i i ~ ~ry Q I ~n ' ° PARCE[ 'A~ I~ o ` A ~ ~ ~ o C i, , . w E ~ ~ g ~ ~ , ~ , ~ o► _ I ~ , , ~ _ ~ti ~u,~. ~ ' 2DB.It9 i _ _1_ _ _ _ 1nJ.o1 i q, J r ~'7 ' . 1:89'S2'Q~4~lt" ~ N j!//J i i o Sca/e S0~ , ~ i I ~ ~ ~ ~ ~=rf:7~ :r!,'l'~~::r1~~a f~u'~;1;'~~r11 ~ ~ ~ Q~ ~ ,Z ~ I ' tii ~ ~ ' 'm ~ ~ I h i ~ ~ ~ a ' ~ ~ ~ o I ~ ~ ~ ~ ~ I ~ i ~ i ~ . ~i . , t ; ~ ~ ..e ~ ~ ~ ~u' i _ . iP'~ r I ,I ~ I~ ~ a ~ ~ : o sv,2vEYoRS CERTIFICATE ~ I~, ~ ~ + ~ i I ~ r Tn~s ma~ corre.t/y represenf~. a sur+.~y n?adc by r»e or ~ ~ ~ ~ ~ -N ✓r~de► fi~ dirCtl~ion in con~'o~~va»ce wilh ~he Svwey ReCerdin9 ~ I ~ ~ ~ ~ ' ~9ef at fhe requtrf of A E Pli+ce~, ~ ~ , - I ~ y~ , I I ~ ~ ~ Z~ I ~ j I to' /c r~ , ~ ~ ~ s I ~ . ~ ~ i i i ~ ~ ~ ~ I I I ~ ~ I I 1 , ~ i (~!1 01 m~i' I (!!V +~~I.~ ~ _ ~-=o - - ~co4o ~ ,ra<o _J o _ y A~KI N89'aa'oa'w ~~i,9o AVEN ~ . I/E N ~-iaund GmC n~rf a' dov n F~~^~'~t•p,~ L E GEND 0-5~+ ~t ~ebsr ARTHUR E. PFITZER . P~.~f,~ e~p M ~o~ PROPERTY SURVEYIN NWV4 OF THE SVZ OF SEC.18T.25f~,R44E.WAA~. SPOKANE COl1NTY, WASHIN6TON ~ ~ARENCE E. SIMPS4~1 ENGINcERS, INC. N. ~ ~RGONNE ROAD PH: 9Z~132~ WASNINGTON 93206 , _ s. w. r.; n' ~•6~ ~oai~o ~ w. , ru w ~ lc/aa M-7~.?t H0/sa . i I . , ' 6. lmpson~ Engineevs, Inco ' CI1/I,L EPlGINEERS AND. - 'ND SURVEYORS Argonne'Road 9 p,ok=ane, WA 99212 . (509) 926-1322*-*-- Fex: 1-926-1323 ~ TO: Dav _ r n - _ - -Spokane County Eng'iaeers Office ~ ~ i SU.BJECT: 94 - - g~E ' DATE: - - Ian ~an► _1 ,199R I _ - _ Attached is - t.. .A conv, of the-Fina1 MvlarforShort Ptat No: 989'- 94 .for vour review, and a ' copv of_the Titfe revort. 2. The Declaration,,of Covenants, Please, Eet filed and _qive:me a new file number. I need to, set tliis Pl'"at"filed by, the end_ of ihe month: Call me 'if votchave. anv ~auestiona at 926-1322 _ - ~ - ~liA?12 ~ NQ~~ - Plat ('eerdinatnir - ~ ~ - , I i - - _ i ~ Slgned I . ~ ~ - ~ ~ _ . . ~ _ _ , d~ _ ~ i ~ a~ ~ _ . _ ~ ~a f ~ ~ 1 f► 1 ~ 1 ~ ^~1 ~ ' w- ' • ~ . . _ ~r c - ~ , _ ~ ~ ~ . . \ ~ L ~ ~ ~ -r ~ L _ ~ ~ r ~ ~ ~ .SA7/fANE G~IJNTI; fYASH/NGTGb~3/. / 5co1a /rir~. = 30bff• ►-1 5+°L4!'A~YE G~YE~A[ E~Y~NYEFRIetilS C~.r,ey./.IYShzr~ ~ ~ ~ 2643 7s ' _ ' ' s~i~+4 Zb4,?. 7s ~ - _ -JOA --i-- --~i-- - r- -----s- _r-^Q7lP~~Ef'__ ~ ~ ~ 7 i- br µ i.•..~ ~~.r /1 .r...~ ♦.r.} ~N', IisM~ r~sM M~~ J.•,s~ ~~i~a n' ~~e~l J~.r~ i~'FTi ~~il •a N f. y~ i ir ~ ~ ~ , h ~ s bf 1G~~ ro ~ rYN ► I ~ ~ ~ o ♦ 4 ~ 0 ~ . ~ ~ 4 : •~4 a?• - ~ ~ , \ a ~ h ti \ ~4 Q 4 ~ ~ r ~ ~ . ~ w h l~ y r ~ e ~ ~ \ ~ ` " " ~ M ,G ~ " ~ iTMLs ; . ~ . . . w , . , ; ~ i ~ ~ ' W , ~ ~ , , ~ , , ~v o• , , N ~ , , a = ~ ~ N A , ~ o. , ~ ~ a ~ : ~ ~ i~ ~.I IK~ ' ya, R ' ~ d 1 .qlMi N M~~1 k ~~a ~I\~51~~ i ~I~ ~s •'S ' , ~ I ~ ~ I u I 1 R ~ . ` ~r _ I ~ . ~ di « ~d~ilaf.. ~ i ~ ~ $ , '"7 ~ ~ i ~ ~ • ~ 1 ~Yy ~ +p ) ' m I w,l ! ~ Oa ~ ~ ~ T~ ~ @ ~ ~ r ~~}{J ~ i~ ~ ♦ R~TI~'~~~ .3 ~ M ~ Y `I~W wr r-. 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CRet.iAYY' rfae rr'~l•0ia cnr {areywayi~ er~ frounewr c..~ vt+f' , id~6rf A~e r ' ^ ~ Iti v°oid Nssliw++w7/ /tr d~ 1he {z+r a++✓ i`aGwE~~ arf aae+' ~,1. ..l raf S~ r.cr~ao~a/,en ~ F - fa~ ~h. ,~.rtx an~ ~pyrJE~ra Y:,., rr . _ /~a~d`Cfi raw~f ~ri wlfi .PJS~fi~d Liee! H~fi . , h i' ~ Y7 ~ ~ i ~0 ~ ~i j: ~ ' ~ I w(bw'ir.Y! ln ri.er.~r~ cev,~ ~os'/ru.~tvi1, .r.a~ Iriof !/ir .YCw! d/lyhed .ia ~ em f_ . . Je ' . ~ h '7 R , . y .4 b se+of rarsa~ Cci•anrrolneq, ~ ' JA'~~ 7 ~I ~ .,.r ~ ~r - a,? :.v ~ a~., a.Q .e w 4 r ~ ~ ~ ~ ~ /r A':/ness /Yn~wo~ I NOMC AIIAKIIO d~f 1'R f,~a+r/ cr~~ w~~teaa' alY.tro/ T , a~ . ~ ~ . _ . . , . . , or, ..rew/ /Ira e+n an~ v t~rf aenrr rsr.f/~en. y ~1' ~ PT~YiP/T+9~ ~ - - - - - - - - - - - , - _ ~ i - _ - t ~ :`F~?E-~T- -r - - ~.t. }'r' ' ~ . J~C Y- 3~o.r' M'Y~'FOl yy~ _ H frror/ { ~9,~J ~ i ~ ~ af ~ hr/r`y ~ ~ wild l+Ji ~7Lfa i~ J~i7/~7~n/~~ I I I n 1+ ~ 6~~ ~ NOTARY RJ6U[ r.w.M ~s , ~ ` ` 'r ~•~l.e~ 17wi~n~~,4 ~ ` ' ' • ~ I.wnw• L rn ~ { ~ ~ 'Y ~ ~ `~NWWiVM~►s . ~ ~ ~~95199. , '~.S I ~ /r~tar..4, r~~~I.t .!x+~ ,ek ~ ~ r..6fiPMEYOR~S C /i'JG E ° ~,.•.r.r+~ f,ae! ~.i~~1T r.nf Mn- ~ tf ERT I¢T . . ~ fJ.r' .w C~ ~1 r ~ Req~✓ LSY.+~6 N/T~IJAY~KTlSt/ ~ f m . ! yJ~ / `J .l iY / hrY~+r',r.ri~rn~ A.f~ i rG.w+Tf JrSSMfMiC.~•SS q ~ ~ ~~'~qfr crrJly ~v/ lnfr f14I0/ Pf/~l'/~S9JIfY~ONS/~I+.IILVl~ V~+'!!+~'.7n1+' ~orv'lY~. /Yfi~f~Y'~. ~+.,.~r.f Mrrse%' ' l ~ N~+ae1 e9een~ ~.rnr/s,e/.Ym~,.~.7. ~ a.~o~d.:°•e.oR ~rr.~.r,~.•, t~Se►tra~i r.• rrn 1 T.1u is l. ker1,{y ~ 7'swir,rh~~ ~.rrns' C~S ~14vlri /~r° r~' t' r~~t .~!/5uf Y ) ~+?9 , , w ~ ~ir ( ,J E. Jd' ~%~7~rJ~~J.71f7p~ALI, IIi~. ~ RM!l.Mt .nv/i+cr~nf .wS rl~d ~er a A Ybe d.v/~nrra vnd e1.r,a~~ed awap'' Op.t~r: a,~ TAa~n J~ev~e~+n ~+b Cn~'seC~ C C.Grerrs IYe~rr! .n !br a/l.re ar/•4e ~Sm~~L^ p~i ~ TrkY ++~ffr ,v~s+w~~~I~ ,dnre ~rer. •s~t, ~ri.{ Iol ccocr 4leafi ~rn~ry a/o,Mm! ~--j 4.... 1 cr 'ewo.,~w ~eaa~~ cl~~ reSwerJ cr~ ' M~Je yrw~vr~ ~ _ . _ , . . . . . ~ t . Cl ~ii•l1fi:.sJ.+rr ~o Afvt Fd~ } 4 I ~ ~ ~1 . ~f` ~ I i~ ~a, ~ i.~~~ ~a V .~+r,~.~' Rn. .n~d rr.~.oiYd • ► .~in~Y /~PI"lS~7l~+ED~ ~ r~ 6~o/darr 47 rd+tanla~pdrfQ d ; ` ~~~.s ~,e~e ~'""^'+r• ~ ~ LL'irEtwlrf ~ G.~.r f~ ao~ Co~,r on~r. ~ GVCK S7: ~ 1. • f u.a+a 1~•,+4 Si ,+~w y. t~~2, /P IY 64r~1ar ~ rc i ~ 0 + I I ~ f .S'RI°► h 1 ~ ~ y~ ~ F ff. !4 9ro~ ~ J. ~p. SMwe.t , ' °5^~fy ~ ~ v, • , , , ''"k .~~ror~r~ .~f,~, ! ~ . C~1+fAhRFiD 8Y ~ ~ , ~ , . ~ .~y 7~~.,,~. ztl ~ ~ b , f ~~~fy ~ ~ u ~ ~ ~ 8,3~. . ~ ~ , ; ~ I I ~ L y 7 h ~ ~ yl y .t ~ e SP,......~ . t.... 4.? , ELLA~~;b~ ~4T • : ~ em.-.~son &n9ineeis, Int, o ~ CIVIL ENGIfVEERS AND:LAND SURVEVORS SPOkft N. 909 ~Argonne Road-o'Spokane;lfVA-99212 co~~NGfNEF (509) 9264322 • Fax: 926-1323 R T.O: Dave Berto 5pokane C;ounty ,~,ngtneers tlffi-ce SUBJECT: Short Plat* 989 -.94 _ DATE: _ Decem_tier~~9,1997 . . Attached is : - ' - 1:. A cop.y of tlie Final;Mylar 'for Short Plat No: 989 -'94 for 'yaur review, and a, c.opy of the Title. report. . Call me. if you -haYe any, questions -at 926=1322' , - , - Duane-M. Helt Plat' Coord'inatof <<- - Signed _ s ENGINEEIZ'S RE`ZEW SHEET BLDG. PERMIT # -or -FILE# SP=989-94 Related File # ( ) Date to Review 11-18 94 T'~me # Date to AA & DR Time Date Received 11-10-94 groject Name SINGLE RES No. Lots 4 No.Acres 1.4 -Sect~on - Township - ftange SITE ADDRESS S BROADWAY/E ELLA PARCEL # 18543-0262+ Applicant's Name I-ARRY R SEEMAN Phone # 926-3347 Address 8706 E MISS,ION-SP4K;A.NE WA 99212 Work # 928-0188 Date Conditions mailed Contact person Phone # FLAOD ZONE d NO W 4 S 1 SCHOOL 363 Engiueer / Swveyor's / Arcliiteces Name NIIKE PIiiLLIPS SIMI'SON ENGINEERS IINC 909 N ARGONVE RD SPOKANE WA 99112 926-1322 FAX 926-1323 Planning Contact Person DOUG SMTTH Pboac # 456-2205 . Date Submitted DesCriptioA Initials "O~ ; _*3 / c 4-545AGREEMENT TO PAY FECS OR P1tIORITY FEE COMriLE'IED & COPY T*O ACCOUNTING 0+ grFINAL PLAT FEES COMPLETED & C,OPY TO ACCOi;TNTING NOTICE 1-0 PUBI.IC # 1 3 4 6 COMPLE'TtiD - OR NBEDS TO BE SIGNED /_!y DESIGN DEVIATTQN SUBMITTED ~ / / AT.TFRA'IION 'PO P.L.AT - BLOCKS & LOTS BOND RFLFASED -ROAD & DRAINAGE IMPROVFIVIEN7'S tiCARING F.}CAM APPROVLD DENlEI}- APPEALFD BBG / PROlECT APPROVED _lyENiLD L3 ' e-a-y~,s -40 -w-l to -b Afift - (fj " ~ 7 ~ ~ ~ • c, ~'l d ~ I a ~ 2 • ~ ~ ~ ~ ~ 1~.~ i~. ~ ~ ~ a~ ~i ~ - to _eAs"r4► 4io S q..~e.~" /p - `f -7 Oi~i~P 6 F R.. gr Mlr:h o-*4 " S \,c..6 rn~~ ~ ~~.4*.& iFk,*~ 7 V DRA,~A-"c - cov~,&w~ ~ _f~Ar t~~~ ~a f~ r~~,cr~ , s ~v~►-~ c~a~ w►~ ~ -1-3 --rAO C Pm4eo fs*R*A *,c wtow w It~ C& Qo~ P* ~i WT S,6v.&~ C/M *a R Q ftfu.1 l N~~ ~ Lb+ c LJ l1-~-~-7 CnRcs 64- avuYMOcts Oy'-x 9103-4 -5kWr PgtT Ix41-'d 66 PN"P AA14 . -,CJJ -CA J, sug"~ a- c4fty Pi ~A., Jk M.rt ftf S 14 v ~ 9 0 %<c M M 1R4" ~ . ~tEca~ ~ D~t r►m~Mt C ~+G~~e► , DeA►^Ai F_ ;a D/L ~ iri ~:-ft Xav ~~-3~ ~ ~ ~P.~~~~~r~~ ~ ~ _ ~ , ~ - - N01- , S'rATISTICS, Plat_G`heck Fee . ~ ' Numbec of Lots - Road, Miles' (New) _ Total Area, . ~ ~ ~ ' _ MAP , North' Arrow Scale Legend Procedures & Equipment , Basi"s of Bearings ' QQ _ _ Plat l.ocation Bv 'Title Official Sienature' Blocks Survevors Certificate ~ Road Names C'~" Road Widths - r Adiacent Area Lot & -Block Numbers ~ R/W, Dedication desianated 1 Foot Sirips . 3 RPS on GLO Corners Tract X - Lot Areas . Bench Mark CIOSLLTE - - - r ' DEDICATION Descriution (To Mao) L Desctivtion (To Cert) Owners vi_ Certificate to Plat . _ ~ 1-Foot Strins RID CPR Statement Access Prohibited TCs C> of I R/W Dedication f ~ - Y ~ lrainage Langa u~e DraiDage Covenant a -r ' ► - Flood Insurance Stormwater Manazement , . 208 Bonds - $1,000.00 -ea 208 PLANS APPROVED Private Road Doc. a's - - ; T~~ J Private' Road Warning Ts,:,' Road Plans r,I G{',~ ~1__ Bond:Road Impro - - ~ ,-Signed By Engineer. . / L% C~g ~ N/Ar ~ y - ~ ~ ~ ~ ~K ✓ kWlhplatlisLcK 1 ~ I • , ~ , COPY JRIGiNAI FILFI) OR pEr.ORDE~ JAH 2 2 1998 COUNTY AUDITOF, SP~11(ANE COUNTY WN DRAINAGE DECLARATIOIV OF COVENAIVT COIJNTY REFERENCE N0. SP - 989 - 94 GRANTOR: Lerry R. Seemsnn, Sheron J. Seemann husband and wife end Paul C. Seemenn, an unmarried person 8706 E Mission Spokane County Wa. 99212 GRANTEE: Spokane Courny and the Pubfic A88REVIATED LFGAL DESC.RIPTION: in the SW 1/4 of Sec. 18 T. 25N., R. 44 EW.M. W 1/2 Qf Lot 3, sll of Lot 4 and the E 24.5 feet of Lat 5. Block 22 of Hutchinsons Addition. ASSESSOR:S TAX PARCEL NO. 45183.0270 This documern supersedes the previous Dreinage Declaration of Covenent thec wes filed on December S. 1997 as document number 4167501. In consideration of the approval by Spokane County af Short Piat No. 989 - 94, hereineher referred to es the "plet°, undersigned covenants end agrees thet: The property owners within this Plat shall maintain all weter quelity swales ('208' sweles) snd drainage ditches situated on their respective properties, and arry portion of e'208' swale situated in the public right-of-nrey adjacent to their respective properties, with e permanent ground cover as specffied on the current approved and accepted plans on file at the Spokane County's Engineer's Office. No st,ructures, including fences, shell be construcLed directty over or within a"208" swale without the expressed written consent of the Spoksne County Engineer. Spokane County does not aocept the responsibility to inspect and/or meirnain the dreinage eesements, or drainage swe{es, nor does Spokane County accept any liebility for any faiture by the lot owner(s) to properly maintain such erees. Spokene County and its authorized agents ere hereby granted the right to ingress and egress to, over, and from ell pubfic drainage easements for the purposes of inspection and emergency mairrtenance of drainsge swafes, ponds, d'rtches, cuhrerts and other drainage facilities. if nat properfy maintained by the property owner. Spokane County does not eccept the responsibility to inspect or meirttein drainage fecilities located outside of public rights-of-way, except in cases where Spokane Courny specfically essumes thet responsibifity in writing. Neither does Spoksne County eccept any liability for any failure 6y the property owner(s) to properly meintain such aress. Spokene County does not eccept the responsibility of maintaining the drainage course an private lots or floodplain aress, within privete tots, nor the responsibility for any damsge whetsoever, including but not limited to inverse condemnation to any propertaes due to deficierrt const,ruction and/or meintenence of drainage courses in drainage easements on privete property. 1 r ~ • Drainage Declaration of Covenant for Short Plat No. 1154 - 97 The property owners within this Ptat shall be held responsible for keeping apen and meirttaining the surface Rath of netural or men-made drainage flaw over and across their respective properties. ff Lhe property owner(s) fails to maintein the surface path of naturel or man-made drainege flow, or the drainage swele, a notace of such failure mey be g'nren to the property owner(s). If not corrected within the peMOd indicated an seid notice, Spokane County has the right to correct the maintenance failure, or havve it corr•ected, at the expense of the property owner. Any natural drainage chennels, creeks with intermitterit or constant flow, or welEdefined naturel draws periodicalty subject to concentreted flow of stormwater, she11 be pleced within an essement granted to Spokane County. No buildings shall be constructed within the eesement snd no fill placed within the easement without the expressed written consent of the Spokane County Engineer. The essement shell be of suffrcient width to encompess the stormwater flaw width and allow for emergency meintenance, but in no case shall the easement be less thsn 10 h. in width. There mey exist properties located uphill snd edjecent to this subdivision which periodically discherge starmweter runoff onto ind'ividuel lots within this p!aL Runoff from nearby uphill properties should be expected, and during snowmen periods or wet seasons the lots may be subjected to higher amounts of stormweter runoff then what is normally observed or enticipsted. Because soarmwater runoff from sdjacent properties heve discharged onto this plat prior to development, stormweter runoff will likely continue to do so after development It is the responsibility of the individual lot owners to maintain existing surfece peths of runoff through their respective lots end to grade the lots in accordence with•eppticable rules and regulations, so as to prevent property damage. Any buitding that is constructed on e lot in this Piat shefl be set st such an elevstion so as Lo provide positive drainsge eway from any dreinage eritry paint to the building (including buc not limited to e window well, a windaw unprotected by e window well, or e doorway J. Said positive drainage shell consist of e minimum slope of 3°.b away from the building for e distance of et leest 10 feet from the building. The lots shall be graded so Lhat either a) aII runoff is routed ewey from the building, end corneyed over the lot to e natursl drainege swale or approved drainage facat'rty, or b) dreinege intercepted on the lot is disposed of an the lot in an spproved dreinage fecil'rty. The appraved dreinage facility shell be c;onst,ructed in eccordance w+th any epplicable accepted plans an file at the County Engineees Office. Any revisions to the eccepted dreinage plans must be accepted by the County Engineer's Office prior to construction of seid revisions. This short plat is located within the Acquifer Sens'rtive Area (ASA) Treatment of storm runoff from driveweys shall be provided. The preferred method of trestment is Co heve the runoff from driveweys sheet flow over lewn turF or natave-tiype grasses. If e ditch is to be used to coliect runoff from driveways, then the d'itch is to be grass4ined. This cavenant and agreement shall nm with the tend in perpetuity, and shell be binding upon the owner, their heirs, successors end assigns, including the obligation to participete in the maintenence of the dreinage facilities as provided herein. 2 Drainage Declaration of Covenant for Short Plat No. 989 - 94 lN W[TNESS UVHEREOF, I have hereunto set my hand and atfixed my seai this Z- ~ day of J c.. wv a-r ,1998. Larry R. Seemann Sharon J. S emann ~ 4CQSS P U ~N • ACKNOWLEDGM£iNT STATE OF WASHINGTONIS'S , COUNTY OF SPOKANE On this 21 day ofi}a-v% uo-tr7' , 1998, be#ore me appeared, Larry R. Seemann and Sharon J. Seemann husband and wife, end Paul C. Seemann. as Lhe individuets who executed the within end foregoing instrument and acknowledged the same to be their free and voluntery ect and deed for the uses and purposes herein mentioned. IN WITNESS WHERBOF. I have hereunto set my hand and affixed my officiel seal the day and year first above wrtten. My commission expires 118~ , • otery P iic tdyf Washingtan Residjn~t • ~ Washington • • . • ' - • . * ; Vij i rVIIU\i •I~''~~~0~ 1~,~,r4^ 3 • ~Office of the County Engineer Spokane County, Washington 24 December 1997 To : ~~~SOrr ~be~'t~S From: Developmeat $ngineering Services, Bill Hemnnings, P . $ . RE: Please note : The Drainage Declaration of Covenant is to be signed by the Title Owner's. Please submi.t the signed Declaration of Covenant to the County Engineer's Office. The County will rzcord the document. Please note that the County Assessor's Offi.ce has striCt requirements on document size and margins. The Declaration of Covenant will need ko adhere to these r2guirements. An electronic copy of the Covenant is available upon request. Plat Dedicatioa Drainage easements, as platted and shown hereon, which are for the purposes of installing, operating and maintaining drainage ponds and drainage facilities za dispose of runoff, are hereby granted ta Spokane County and the public. The drainage easements, lots and tracts are subject to the separate Declaration of Covenant as recorded under Auditor's Document No. which by reference is m¢de a part hereof. AFTER RECORDING RETURN TO: Spokane Gounty Public Works, Development Engineering Services Attn: Development Services 1026 W. Broadway Ave, 2"Floor Spokanea WA 99260-0170 Docuraent Title: Drainage Declaration of Coveaant Grantnr:Larry R. Seemann and Sharon J. Seeman, husband and wife and Pau1 C. Seeman, an unmarried person. Grantee: Spokane County and T'he Public Abbi•eviated Legal Description: NE 1/4 of the SW 1/4, Section 18, T 25 N, R 44 E., W.M., Short Plat No. 989 Assessor's Tax Parcel Numbers: 45183.0270 County Reference No.: Short Plat 989-94 'I'his document supcrsedes the previous Drainage Declaration of Covenant that was filed on December 8, 1997 as document oumber 4167501. In consideration of the approval by Spokane Caunty of Short Plat No. 989 hereinafter referred to as the "plat"), undersigned covenants and agrees that: 17he property owmers vrithin this plat shall maintain all water quaGtv swales (..20W" swales) aiid drainagL ditch~,~s situated on their respecUvc properties. and any portion of a'208' swale situated in a public right- of-way adjaeent to iheir respective properties, wTith a pcrmanent ground cover as specified in the currcntlv a.pproved and accepted plans on file at Spokane Countv's Engincc:r's Office. No structures, including fences. shall be constructed directly over or within a'2U$'swale without the expr4ssed writtcn cansent of the Spokaue Couniv Eqgineer. Spokane County does not accept the responsibility to inspect and/or maintain the drainage easements or drainagv s,%tidales_ nor does Spokaae County acccpt any liability for aay failure bv the lot o~%mer(s) to propertti• maintain such areaso Spokane County does not accept the rcsponsibility of maintaining the drainage course on privatc lots or floodplain areas v6tbin private lots, nor the responsibilitv for any damage wha.tsoevcr, including, but nut limited to, inverse condemnation to any properties due to deficienr construction aud/or maintenance of drainagc courses in drainage easements an privatc; propertti,. Spokane Countv and its audiorized agents are hereby granted the right to ingtess and egress to, over and from all public drainagc; c;asements for the purposes of inspection aad emergency maiatenance of drainage swales. ponds, ditches, culv4rts and odier drainage facilities, if not properly maintained b}• the properhownerE Spokane County does not accc;pt the rc:sponsibility to inspc:ct or maintain drainagc facilities locatexl outside of public rights-of-way. except i,n cases «•here Spokane Cowity spccifically assumcs that responsibility in writing. Neither does Spokane Couah• accept any liability for any failure by the prnpertv otivner(s) to properly maintain such areas. The propc:rty owners within this plat shaU be held responsible for keeping open and ma.intaining the surface path of natural or man-made drainage flow over and across their respecUve properties. If the property o%°ner(s) fails to maintain the surface path of natural or man-made dra.inage flow, or the drainage swalt;, a notice of such failure may be given to the property owner(s). If not corrcctcd within the ptriod indicateci on said natice. Spokane Gounht has the right to correct the maintenance failure, or have it corrected, at the expenst of the property otiner. Any natural drainage channels, crc;tiks «ith intermittent or constant flo«, or vvell-defined natural draws periodically subject to eoncentrated flow of stormw-at.er, shall be placed within an easement grantcd tn y•. No buildings shall be constructed wit.hin the easement, and no fill placed %ithin the Spokane Count- e;asement without the expressed written conscnt of the Spol:ane County Enginc:c;r. The casement shall bc of JP sufficient wldth to eacompass the stormwater flo«t «idth and allow for emergencv mainienance, but in no case sha.ll the casement be less than 10 ft. in width. There may exist properties located uphill and adjacent to this subdivision which periodicaUy discharge stormwater runoff onto individual lots vvithin this plat. Runoff from nearby uphilt properties should be expected, and during snow• mett periods or wct seasons the lots mav be subjected to highcr amounts of stormtvater runoffthat what is normallv observed or anticipated Becausc; storm%vater runoff from adjacent propertic;s have discharged onto this plat prior to develapmc;nt stormw-ater runoff will likely continue to do sa after development. It is the responsibilih• of the individual lot ownc;rs to maintain existing surfaei; paths of runoff through their respective lots and to grade the lots in accordance w^ith applicablc; rults and regulations, so as to prevent property damage. Any building that is constructcd on a lot in this plat shall be set at such an elevation so as to providc posiU<<c drainage away from anv dra.inage entnt paint to the building (including but not limited fio a windo« well, awindo%; unprotected by a «indow wcll, or a doorwa}•). Said positive drainage shall cnnsist of a min.imum slope of 3% away from the building for a distance of at lE;ast 10 feet from the building. The lots shall be graded so that eithcr a) all runoff is routed away from the building, and conveyed over the lot to a natural drainage sv%-ale or approved drainage facilittA, or b) drainage intercepted on the lot is d.isposed of on the lat in an approved drainagc facility. Tlie approved drainage facility shall be constructed in accordancc; with any applicablc; accc:ptc;d plans oa file at the Counhd Engiaeer's 4fficc. Any revisions to the acceptcd drainage plans must be accepted b`• the County Eagineer's Office prior to construction of said re;visions. This short plat is located within the Aquifer Scnsitive Area (ASA). Trcatmcnt of storm runoff from dnve,n~+kys shaU be providcd. Thc preferred method of treatment is to have the runoff from driveways sheet flov% over lawm turf or nativc-type grasses. If a ditch is to be used ta collect runoff from dri4eways, then the ditch is to be grass-lined. This covenant and agrtemcnt shall run %vith the land in perpetuity, and shall be binding upon the owmer, their heirs, succcssors and assigns. including the obGgation to participate in the maintenance of the drainage f3ciGties as providcd herein. IN WITNESS WHEREOF, the undersigned has caused this instrument to be executed an this day of 199 . Larry R. Seemann Paul C. Seemann Sharon J. Seemann ) STA"I`E OF WASHINGTON ) COUNTY OF SPOKANE )ss I certify that I know or have satisfactory evidence that Larrv R. Seemann? Sharon J. Seemann and Paul C. Seemann are persons vvho appeared before me, and said persnns acknowledged that they signed this instrument, on oath stated that they were authoriaed to execute the instrument and acknowledged it as their free and valuntary act, for the uses and purpuses mentioned in the instrument. Dated: Notary Public In and for the State of Washington. My Appointment Expires: - - . . . : - , . = - - - _ • . • : . . _ . . - . : - . . I 5 , il ~ S P O K~A N E_ .C~ O U._ -N T Y DIVISION OF ENGIIVEERING•ANO ROADS o A DIVISION OF THE, PUBLIC_ WORKS'DEPART!vIENT' Will'in~-A-. johns;-P:E.,:Co."unty,-Engineer Decinis,vl.:'Scott,T:E„ DirecEor Octobec 271 t997, :Ntr. Kevin, Mc11►iulkin , pE Simpson'-Eagineers,,Inc. Worth_909 ArgonneAoad . Sp;okane, Wastiington_99212 RE: 'Stibrt Plat-No.,989 Dear 'Kevia: [ received your revised submittal "for~'this--, project*'oft October W,:19971. I. have- the foUow'ing review comments thaf I;spokt to you about on. the telephone, on- October 23,,1997: 1. Ttiere,is no ditch shown for the private ,,access ,road. ':Ttiis~does not meet 'Spokane Coun_tyStandar-ds: 2. You show;bypas"sing`flow"s'- through a 208,'swale. Ihe:swale,should handle alltbe flows ~that eoter i~Any bypassed,flows,'are-:to_, be done outside the 208*swale. Pleas.e .revise, and r`esubwit you submitta.L. if `you.'have -anyrquestion, ,please call'me., 'Sincerely; '51 Q ~ William H. Remanings, P:E: 'Develc►pment Services';-Engineer/Maaager i ,1026,W: Brobdway.Ave'. • Spolsahe; WA 992G0-0170 •,(589)456-3600 FAX: (509)I24347 8 TDD: (509)'-324'-3166 TRANSNATION TITLE INSUrRANCE COMPANY NOR2x 7 2 O AtGONrrE SPOKaNE, WRSHriNGTON 99212 Prepared for: LARRY SEEMANN 4rder No.: ME-191562 E. 7906 BROADWAY SPOKANE, WA 99212 cc: Simpsoa Engiaeers cc: Spokane County Engineers/Henning FIFTH REPORT P L A T C E R T I F I C A T E Dated December 17, 1997 at 8:00 a.m. Cert? f icate far f ili-ng Plat of : HUTCHINSONS ADDITION In the matter of the subdivisian to be submitted to Spokane County for approval, this company has examined the records of Spokane County Auditor's and Cler3c's offices, and the records of the Clerk of the United States District Court holding terms in said county. This certificate is made-for the purpose herein specif ied, and is not to be used as a basis for closing 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: The West half of Lot 3, all of Lot 4 and the East 24.5 feet of Lot 5 all in Block 22 of HUTCHINSONS ADDITION as per plat thereof recorded in Volume "Q" of Plats, Page 4; EXCEPT the North 7.5 feet for Broadway Avenue as per right of way deed under Recording No. 367730C; Situate in the County of Spokane, State of Washington. VESTED IN: LARRY R. SEENfANN a.nd SHAFtON J. SEEMfANN, husband and wi f e and PAUL C. SEEMIriN1V~ an unmarried gerson. EXCEPTIONS: 1. Taxes and assessrnents, if any, no search having been made thereof, as to Parcel No. 45183.0270. Parcel numbers are provide3 from the latest Assessor's Maps available to the company. Said parcel numbers are not a matter of the public record therefor, the company makes no assurance as to valiaity or accuracy relating thereco. Page 1 0f 3 Order No. ME-191562 2. Liability to future assessments by Hutchinson's Irrigation District No. 16. 3. AGREEMENT AND THE TERMS AND CONDITIONS THEREOF: BETWEEN: Hutchinson Electric Company, a corporation AND: R.A. Hutchinson and Marguerite Hutchinson, husband and wife; and W.H. Hutchinson and Hutchinson Irrigation and Land Company, a corporation DATED: September 7, 1909 RECORDED : September 14, 1909, Book "J" of Contracts, page 618 RECORDING NO.: 252472 REGARDING: Praviding for construction of ditches, f lumes, pipelines, etc.; erecting poles and electric distribution lines, with ri-ght of ingress and egress to maintain said pipes, lines, etc.: and providing for lien for unpaid charges for such service 4. Real Property Covenant and Agreement imposed by instrument recorded on November 4, 1994, under Recording No. 9411040115. . 5. AGREEMENT AND THE TERMS AND CONDITIONS '?'P!EREOF : RECORDED: May 9, 1995 RECORDING NO.: 9505090438 REGARDINQ: Voluntary Mitigation o. Declaration of Covenant imposed by instrument recorded on August 18, 1997, under Recording No. 4131852. 7. Drainage Declaration of Covenant imposed by instrument recorded on December 8, 1997, under Recording No. 4167501. 8. D$ED OF TRUST AND THE TERMS AND CONDITIONS THEREOF: GRANT4R: Paul C. Seemann, an unmarried person TRUSTEE: Transamerica Title Insurance Company gENEFICIARY: Hege Company, Inc., a Washington Corporation ORIGINAL AMOUNT: $58,297.04 DATED: August 1, 1995 RECORDED: August 4, 1995 RECORDING NO.: 9508040768 Investigation should be made to determine the present balance owed by contacting the agpropriate lender/agency/individual. ASSIGNMENT OF THE DEED OF TRUST: ASSIGNEE: Chemical Residential Mortgage Corporatian' RECORDED : ` `August 'I'7;-1-995 - - RECORDING NO.: 9508170467 Page 2 of 3 ' , , 'Order No:. -ME'-1~9,~15,62 ..END OF' EXGEPTIONS, tRAiVSNAT'ION TI_T•LE INSURANCE 'COMPANY $:y G _ ~ /=•i - - For se rvice on this order ;call: ;C5~0 •5') 9'2-2 2 2 -2,2 (FAX ) 9 2-6 = =1~-5.-1.9 ' ' _ ' r- - . Micki Ervin;,, T-i-tl~e Of_f-icer- ENCLGStTRES-: :S ke t ch Paragraphs 4 - .8 s,ac,/pcl-s ~ I ~ ~ Dage 3 of, 3 DEC-24-1997 08:51 SIMPSON ENGINEERS 509 926 1323 P.01i01 TRANSNATZON TITLE INSURANCE COMPANY NORTH 7 2 0 ARGONNE SeOxANE r WnsHLyGTON 99212 Prepared f or : LARRY SgEMAN Order No.: ME191562M E. 7906 HROADWAY SPOKANE, WA 99212 cc : S imp8on Ezigineers FOUR'TFI REPORT P L A T C E R T I F I C A T E Dat2d December 2, 1997 at 8:00 a.m. . Certificate for fi? ing Plat of : HUTCHINSONS ADDITION In the matter of the subdivision to be submi.tted to SpokanE County for approval, this comFany has examin2d the records of Spokane County Auditor's and Clerk's offices, and the records of the Clerk of the L7nited States District Court holding tzrms in said county. This certif~cata is made for the purpose hzrein bpecified, and is not to be used as a bas:s for closing any transaction. Liability is iimited to the amount, i-f any, paid for this certif icate. From such examination, the company hereby certifies the title to the foiiowing described land, =n said Spokane County, tc-Wit: The west half of Lot 3, all of Lot 4 and the East 24.5 f eet of Lct 5 all in Block 22 of hUTCHINSONS ADDITION as per plat ^hzra-o€ recorded in volume "O" of Plats, Page 4; EXCEPT the Nortr. 7.5 feet for Broadway Avenue as per ri%--r.t of way dzed under Recording No. 367730C; Situate in the County of Spokane, State of wasnington. VESTED IN : LAR-RY R. SEENAN and SHARON J. SEEMAN, Ausband and wi -fe and PAUL C. SEEMAN, an unmarried persor_. er*41197 ~ M M q W ~e•~!~ S ~ ~ 5ie~o ~ ~ 4 ~ EXCEPTIONS: 64 1. Taxes and assessments, if any, no search having been made thereof, as to Parcel No. 45183.0270. Parcel numbers are provided from the latest Assessar' sMaps available to the company. 3aid parcel numbers are not a matter of the public record therefar, the company makes no assurance as to vaZidity or accuraey re?zting there}o. Page 1 of 3 ~ •~2 4/oes„f o~ . . , . . . . . , 9505090438 VOLUNTARY MITIGATION AGREEMENIOl. 1725rAcE1584 to the Ccunty as specffied below. YO1.172 5 PacE 15 S 5 THIS AGREEMENT made and entered into this I„L day of _Va,~r , 3. The County agrees that the periormance of the conditions in this 199 r, by and betwcen SPOKANE COUNTY, a polidcal subdivlsionlmunicipal Voluntary Mitigation Agreement by the Oeveloper shail constitute corporation of the State of Washington, hereinafter re(eired to as the "County," mitigation and otiset of the adverse impacts of the Development te the having oNfces 1ot the ttansaction of business at West 1116 Broadway, Spokena, County as it concerns the Counry's publicly owned parks, epan space shinglon, 99260, and L,, rA fee.~.,a.r•~ , 00% i..AvA.«P 8 and recreation facilides. Notiticetion will be given to the Spokano :inafter referred to as the "Developer," having otiices for the transaction of County Planning Department by the Spokane County Parks, Recreation business or residing at _,J') 06 cAJZyz , jointly and Fair Department that impacts to the County's publicly owned parks, referred to, along with tho Counry, as the °Parties." open space and recreadon faciliiies frorn this Oevelopment have been mitigated as a result of the Oeveloper entering into this Voluntary W I T N E S E T H Mitigation Agreement. • WMEREAS, pursuant to the provisions of RCW 5ection 82.02.020 and chapter 4. Prior to or at the tlmo of Issuance o1 a building permtt by the County for 43.21 C RCW lState Environmental PoUcy Act1, Developers may enter into voluntary the construction of a dwelling, placement of a menufectured Imoblle} ' agreements with counties thac atlow a payment (n lieu of dedlcation of land or to home, or construcdon of a duplex or apartment swciure, on the mitigate a direct impect that hes been identitied as a consequence of a proposed properry w(thin the Development, tha Developer or his successor shall ' ' development, subdlvision ar shon subd(vlsion; end pay to the County e sum ot: ' WHEAEAS, the 8oard of County Commissioners of Spokane County, has A. $ 500.00 iot each single tamily detached residential building . adoptod apallcy Ihai estab!)shos a foe (n liuu of dadisatlon of land to mltigate dfrect permlt; or impacts of developmonts on publlcly awned parks, open space and tecreetion B. $400.00 tor ooch manutecturad (mo611o) hpmo building parmic; ar iacilities, in the unfncotporated areas of Spokane County; and C. $350.00 per unit for duplex andlor multi•family struclures. WHERF-/1S, the Oeveloper deeires 1o entor into a Voluntary Mitigation Said sum shall ba paid tc the Spokane County Depanment o( Buildings Agreement to provide tor the payment of a fee in lieu of dedlcation of land ta midgate or Its successar. direct impacts that his/harlits development will cause on publicly owned parks, open )ace and recreatton tacilities, in the unincorporated arees of Spokane Counry, It tor any reason whatsoever, the County does not collect the mltlgation poyment provlded NOW. TNEREFOAE, 1or good and valuable consideration, tho ►ecelpt ond for herein prior to or et the time of issuanee of a sutliciencV of which is hereby acknowledQed, lhe Parlies agree as follaws: bullding permlt, ths Developer o~ hls suecessot agree thal tho amount due shall be a Ilen en the properry collectable as prov)ded by law. 1. The County and Developer agree that this Vnluntary Mitigation 5. Mitigation payment shell be used as tollows: Agreement is a valuntary agreament which Is reasonably necessary in order to mltigate the direct impoct on Spokana County's publicly owned A. Payments shatl be held in a rnserve account and shall be parks, open space and recroation faellltles which will be caused by the expendad ta tund the Counry's copitel Improvement needs development commonly known as Flle # SJ q7f:.V, Spokane Counry tor park, open space and recre3tian facllities identilied in an Piannirtg Dopartment, herelnafter referred to as the 'Development." in adopted Cap{tal Facllitles Plan element al the Counry's lieu of dedlcatlon of land tor patk purposes, Comprehnnsivo Plan, which are reasonabty necessary in 2. In axchange tor the promises of the County as contained in this order to mltlgete diroct Impacts es a consequence of the Voluntary Mitigadon Agreement, the Developer agrees to meke payments Devetopment on County publicly awned parks, open space and recreation facilitles. The Partles, as provlded tar in RCW 82.02.020, agree that the Oeveloper's mltigation • Page -1 ~ Page - 2 ~ . , ~ , . . . ! Yoi.17 2 5 pacE 15 8ti payment shall be expended an capital improvoment nceds within the Counry Gommissioner's District in which the Qevelopment ls located, - 8. The payments shall be expended in all cases within nve years of collection by the County, C. Any payment not expended within five (6) years of collection shall be refunded with interest at ihe rate applied to judgments to the ptoperry owners of recard at the time 01 the retund; however, it the payment is nat expended within flve (5) yeats due to delays attributable to the Devefoper or his successor, the payment shall be refunded , w(thout Inteiest. 6. The pact(es acknowledge that the provisions of this Voluntary Mitfgation ' Agreement may be afiected by acdcn of Spokane Counry in eonnection with the approval of the Oevelapment. The PaRies agree that if Spakane ' County fails to approve the Development, or a final decisian is entered by thc court of compotent jurisdlction determining that thc County's epproval of she Oevelopment was improper, this Agreoment shall be null . and void. 1. The Developer shal) place a covenant an the dedicatory (anguage of the final short subdivision or ilnal subdivision or a deed resuiction on che properry proposing a duplcx or apartment structure requiring the , paymem of tho mldpotlon paymont as prAvltlad for witiiin ihg tcrms of tlils Volumary Mltigotion Agroemont, Tho County sholl executo nny documents to rclaasa tho cavenant described (n this Veluntaiy Mltigation Agreement, il required by the Devoloper or his successors and assigns, upon satistaction of peyment under ihis Volumary Miligation Agreement. 9, This Agreement is made with ietorence and is intendad to bo canstrued In accordancewvith the laws o} thc Stete of Washinglon. 7he Parties agree that venue 1or any suft brought under lhis Voluntary Mfligation Agreement shall be exclusively in courts of competent jurisdiction within Spokane Counry, Washington. Sfiauld any provision of this Agreement be declared Invalid, er In confllct with any law of the State of Washington, the valfdlty of all other provislons shell remain unaftected ' and 1n full force and eflect. c ` • Page - 3 ~ a , ^ REvEIVED ~ . ~ . ~ i u~ ~ '191~d2 M co: ~i 12a+ m a.~w, r. n. • E. lliis to+mwts wm! e6mnxeq ftU tun prh UK IuMI anl sliap IK binAea qqo IIK ownet, thcir bcin, a~strs~ VpAAME CWn MMEER , or aulsro. Ineludun6 ihs obliptbn ro pmohonnu in da trolnderorca of Uu pirou roaJ, and dntroge lacilhiei m pturhltJ Aelein. UtYNBII ' 4191852 (1l1: I 0~ ~ U~YM19! ~ ~1~11991 ~:)11 Simhant Cuwilp i:otioren I ~ y~ m Sedw G+, n -fµ ,7 1B:61VI1rim0tror fll({f DATCDdtb d of 19 Ypo4nna 1VA 74IG1611170 SIP11d56•3Gdu qocwiumt'lillc UR.CI.Attd'f10N 01- COVkNAKI' Ilekrauc¢ NumUen . STAT6 OF IYASf!lNCIQN J I.ttiwllftsttlpllon W.!/i L-1 a11 L•A• X fd C~I.S 9 f. ! 1!h 1ujoe% t A r 1; 74~afQeojU4y . 1'urcrl Nnmh.r 4; I R°. . A T 7A CouiUl cJSrw6nnr J Cnodun mtd C,rotdeti I-RiQR -,,,,A .S&j,&ANN A Li I. con,wtoron ara~~ama" i yrshournc calluror t: Ptt 989-94- On IJdI rLry yreJwmAr aMnnnf bwfurrmu Lar v,r R~ S C G 1K.0.h►'~ ~ (ixrtilutur rofcnnl to 31 Utr'ller~lu~rnenty, du ~nlxnirncrl caraeuias ord osun dut: 4nvnn ro M► ro M rAr G'~diW"Wj)rl dflnifted a wi~ uet~u~i thr aftfJn mr1 jmr#dnj IsurrWnep erd ' arRiroutrAsef 1fWaYlnAhq djerd du wuu a In rM~lr ftnr md volmuory otr med diord jor Uu tua ad ~ p,qxul rhrrefn rrw~d. 1. Tta tulriivWcrltrertmt alll amtirul iho priroie ro:uit nnd ntwelaieU drolnnge fotllllJe 4► wnfottimnee witfi , am: sprovea riaro Mt rie In mo couiiiy Wlahwcrl omn. , 7. A tm h u►ved try o pdmie rned wixn: e. tUr enir roaJ 6omege fnt tbr hq tn Ila De.elqrnend b on iha pirne ~ C!VlfN UA711i1f Al l' IfAA'H ANp OF~'lGAf. SGAt J~fr I IT µ dnret {~„e d -t t- ,!g n~,bt, a;0 0 6r Iwrlt~Q (rqiun~e a~ anne IL~i uie ro,vl uKAdk o► plrttq tominKt~ m y~1►picl~ l0 dr prirplt ~ J~E ~iI •,C YOM~~'ti ~I'• % a. 71x owim(t) of xry 4q ercuevl hy Ihe Dtwlq+nxiq m alitrrotian Ilurtof enl urved Iry o paivue rwJ doll be rnpmtiUle fur nwiiueUMKC of uui prirxte runl, lnelu+tlug eowriatnl diainage fuilhin in confmmmre riih Na+-R)Cf' c in pyb(qhr or: • ettiimrnl plam on 6k with tltt Cannp luqircao offRr. M iFy~ 1.{~ *0''n0 ~'WA,,r ° J, Ataunnwtxe fimiKitiC uf i1rc 11Sivalc ruaots enl etulziakd draiimgc fallhai %hatl be In o nmmet JefemdiMt lry dre imm~rt ul; n. 11K nujmliy of hal uf%YJ Iry uxh lnlrme tmal; li. du majurUr nf fnadaPe of Ims urveA Iqr sixh privau ro2d; ' - Qdrc nnjmhy sryuare fua3gc uflai serreJ by sueh priraie ru.W; or d. S. lu iAe rniu naD Jaivme mml, hKtudiug ecuelaKvl Jtohmpe feslUdte b InqnowJ lo Slqlua Coutdr ilenlardt 6u fillbl'a mren, enJ fht Cwmy b williue w siar{q ilu Snltts6an of mth iorJ end ittllilks, eoch tw wmcr • siuti eatrule auy thKUUantl ieeeetinry In mecaaqdltA uxh dnllnUml. G. fhrnrq of haf wilhin ila Iknhqmaul wluS are errrcJ by sWh rual, lupy Itlc ani ItCVrtr d1N106l1 OoM1 ouorrxy's fca► Uam onr owmn uf mry !ot wWdn ilic UerclqnmM whkb is sImiladr untd wlw nfuud m p3nkipute in tlx rn,ul onJ drottugt farilhla, eoiatrunkon. firtmring, anJ ma}menanee. 7. 11'AfINIIVf:c 51rnkmvCwiurlmtAen4raufGifirptalndGf,Lrynaw,oramfmnino.mhenv4rrirnintlir iinmh rrvdb. Imlu,fn,j nuatimerf dmimrtr fraflirJ~i. tnrrairr►d hrfhln orprav(rlinl tnma ro dn prVarry , d►url6vd Jn iHb p~rvlrqanml, 11y attr/Min1 Ildf DrwGqunrm oi tuG~tTteiu7~!%alloufnj t11xrl6fln j prrrnil la , lu i»rrnl/a pnvuny mr n prikntr mv7, 4Mtrtnr Caumr mm+nrr xo o(rligraien /or uridlrriimt mal nrvf 11v fmma !wr•Ly ncRnmrlerls, 11xu mr Campy !uu no 01,11trtrJm ilf nrry tFml of rouux ndrnuavrr ro arnbGah, r,rmntnr, trtivry, tawrtrrt, nlrrr, rrynrJr fnqnorr, mrtlnrnbl. jimiiilr Jrnirmae m mo,v rmaorof cn e pdmu u+al, 1!lIIIIUfNttNl~Irllllul$f f~rciliria. ~ ' ~ww4 u~ , • ~ ~ y~~~.~,~.~r,l ..+.,a..~~~w,~' ~ .u, . , .i . 0 i ~ a ~O v J _ 4167501 ~ Pmge• i of 2 • GDtfNil' MIhEERS 1210811941 12:53P G4V $0.00 SpotLne Cot !GI A DAAtNAGE DECLARATION OF COVENANT ' OOUKTY REfERENCE NO. SP - 909 - 24 GAANTDA: Larry R. Soemenn 8708 E. Micslan Snokena Courny We. 99212 GFtAN1'FE: Spoksno Counq and thc Public AB~REVIATED LfiGAL DESCAIPT1oN: in tho SW 1/4 of Sec. 18 T. 25N.. FL 44 EW-I+rl. W 1/2 af Lac 3. eU or Lat 4 und the E. 24.5 (ect at Lot g. 8laclc 22 of HijuNnsons Additton. ASSE35QA.'3 TAX PARCELNO. 45183A270 In consEderocion of the epprovel by Spoksne Cauncy of Shert Ptot No. 9E9 • 94. hervinafuar relerred te ee the '¢IgC. underslpned camnencs end agrees ttwt The proaerty awnecs wichin thls Piet sheq bo hetd ru6poneible for Sctepin9 open ond metnceining the ouriece pach ot netural or mnn-mede dreinape (bw wer ena •cross thelr reepnaive properties. If Ns propcrty awnert9) (oile w metntafn Na surface poch of nQture[ ar men-mads dreinope Aow. ar che drainega swale. e nacice a( tuch /eifur+e may be fliven to the propen.y ewner(s). U not com+aed wichin Ne pariod incric:sted on eaid nadce, Spakane Cauncy hes the Npht ta correcc the moinunonce failurC. or hwe ic cornsaed. ot the expense ai thc propcrry uwncr. There mey extsz propercie' loc,as+ed uphiU and edjecent to chiy subdivieinn which Reriedco[y discharQe awrmwetier n,noK ocRO indMduel looe wmhln this pec Auna(i trom neerty uphil propertJe9 9hould be eYpecLed. and durinp anawmet Qerloiia er wec seaoone the tass mey ba oubjected tn hipher emounta af atarrrnvator runott chct wfiaL to normolty ohserved or andr.lpated. @ewusa stormwerwr ninotf from alecern propactle• Awe discharpcd ento thio ptns prior to dawlopmom a.sormwator runutt wtlt Gkety cananuu to do 0o nhor dawlopment ► It is cho rnspanalbllicy et the indMduel {oc awner- to maincaln exieinfl ourfeco pethe cf rvno(t throuph tRelr respdccive tota and co flrade the tocs !n e=rdance w+rh eppkcabte rules end re4utetions, so es io provent GroAerty demupn. Any buildinp cheL iS cansweced an e fot in thie Pbt shall Du sec ac such an efevation so oe to provide pocbm drolnopa uway from eny drvinege untry polnt tm chtt lwitdlnd (tnctuding but noc limiced To s windaw vusU, a wiRdow unprorxcced ay e wlndow watl, or a deon+vey j. SaiO positive drvinaQQ sheil consist of e minimum atope at 3% ewsry from the dctitclinp for a dscenoe art ac lbest t0 teec from the twitdinQ. The locS 6ha11 be predsd so tnot eicher e) eti runoff is routed ewesyy tr+om che tiuitding, end conveyed wer che (ot co e nawrel drainegv Qwale or apprcr-red drninaCe tecilicl. ar bI drninnge Pncaraepmd an the bt Is dlspoecd of on chc bt In an epprwtd drelnoge fecilky. 7he epQroved dralnege fociGty shoU De tonsuvcted !n a=ordonce whh ony opplicdGte eccepted plonc an file ac the Councy Enpineer s Offiee. Any mnslone to the aecepced drntnepe plrsns musc be ecccpced by che C"ncy Enpinner'a Office prior ao e4n9wction af yaid revi-iona. - Thld nhort ptoc 18 locatod within the AcquKur Sonart]vo Aroe (NsA) Tr+catmcnc of svorm nrnoff from d6uawayfl shell . ° bc provided. Tho prvterre0 mcNod ot crcavnunc co :e hwe sho n,noft lrcm drnrewdyye 91%nat tlow owr lawn wrf or rtativ*typQ pressee. If o ditch Ls w bc ttsed to couec: reinoff Irom drivewsyrs, then Ne ditcn is to be grass-tined ` ~ - / . > ~ • ' ' . • / a . , 4167501 ' Pae: 2ofa 12~G9I t991 12:53P COW ENG1tff8S OOY ' -10.00 Spakane Co, TA ~ Orginage Qecleration of Cavenent for Short Plet No. 989 • 94 This cavenent and agreement sheli rvn wich the lend in perpetuity, and shaU bo bincring upon tha owner. their heirs, successcrs end essigns, including the obligetion to perticipete ln the maintenence of the dreinage fecilities as provided herein. . 1N WtTNESS WHEREOF. ! heve hereunto set my hand end effixed my seel this 7.9T"' dey . of Sc~~~.~r' ,1997. c,." - ! Larry R. Seemann ACKNOWLEDGMENT STATE QF WASHING?t3NjSS COUNTY Of SFOKANE ) Qn dhisj5T= dey at ,1997. betar8 me eppeered t.arry R. Seemann es the Mdrviduel who execubed the within end feregaing inswmetit end acknowiedged the seme to be his free end voluntery ecc and deed for the uses and purposes herein menttened. IN wfMESS wHEAEQF. l heve hereunco cec my hand and effixed my official aeel the day end year ficst above written. AAy commission expires !Z'-?-T- alleges+** . ) z ~ ~ Notory POlic ~ for te~ of Weah(ngtan Resid'inoc = Weshingcon - -~r- ' ~ ct~% PU81lC t • r , . ~f ~ ` Y ~ w~s;;..~ . 2 , • . ~ • , j • ~ ' . . . . . . YOL J 7 r 6 PdGE 1248 ~ Nnar aecoanrn AE"rua11 ro$ 9508040768 pILEq AA Atd(Ir,UtD uem cacAror, IMC., FA.~i7 111 T111Rf1 AVENUE IlLOUCSi 4i GMIRAHF., MASIIING70N 99202 ~ Thal pArtlon ot Lols 3 end 1 1g,.,al.on.k_.23,ot +~nTrnrucnu!s ~D01710N Al'0 4 I za PN 9S n9 per p1e1 thereot reaorded in Volume "q" ot Plete, Peqc 4; Wllllb14 E.DONAHUE deecribed as tollows: 5P HCc01M'I 1~~ 4 ~ CONMBNCING nt the Northees/ corner of the Weat ha1 f ot Lot 3 ln 9~OtP Tl') i aaid 81ock 22; lhence South 00'51'10" West, along the 8ist line ot the Wesl helf ot naid Lot 3= 11 feei to True Poinl of (gpwnApme lbyUppapetp+gojpiu) Oeainninei thence cantinuinQ Soulh 00'57'20" Weat, elonQ oafd F11AGrNo, Baat Ilne 144.15 teet; thence North 80'S6'2" 1Vast, 105.00 leet= SuteotWavh(rgloa DEED OF TRUST s62•1522666-703 ' thence North 0'97'10" Eeet, 114.02 fee!= thence Bast 105.61 feat to true po{nt of beQloning; Loeo 1D: 95P8 Sttuele in the Couniy ot Spoknoe, Stste of Wnshlnaton (lo De ~ knoNn ns Treet "e" ot SIIORZ PLAT 0989-94 an unrecorded plat) ~ 'iHIS DEBD OP TRUST ('Sentrity lrutromeat') is aade oo An9uot let, 1995 'tho Oneror u PA4L C. S88lUWN, A!1 0M7fIRRIBD PBRSON •('8artm~tir'). The qtiala ie 'I'RJWSAMEAICA 7TfL8 Il7SURANC6 CfiMPANY (?m31ae*).'Iha beMfidery i! HHOB CGHQJItiY, IVC. , A NASIIINtiTON CORPORA4ION which ia onganf ud anJ ex(eting undst 16e Iawi of 1119 SrhTB OP 11/uHtH017'011 ~iimd whme a1Jmau ie 111 C. 1'ItIAD AVBNOB, SPGXAt78, 1ULSNINCI'ON 49102 ('Lader'). 6orrowtt mvn I,mdu iAe prineipal sum aI Piity Eight Thouoend Two Nundred hiaety Sevea nnd ao/100•-•-•••- polltrt (U,S. f 50.297.00 Jeht ie evidenaal hy Nonawa'e note dated Ihe nm date a+ Ihfe San+rity Inutrummi ('Noto'), wfiieh pmviJu fnr meash{p papmenu, with the full debl, ir na paid artia. Jue uJ puynble nn Septernbor iet, 2025 Thls 5:euriiy lnstNment eecures ta t.aWer, (a) the re{npnKnt of the debt evidsnerA by the Notc, wiih iawai, &nd a{I imewds, axtenpimu enJ modifiediero: (b) the pupmait of dl otha ourro, wlth intenasl, nlvuxad nnder pingnph 6 le pm1a1 Iho gmnriiy ef ihis Savnty In,umment; anJ (e) Ihe petfnmunto e( Botmwa'i eorrnmu u+J agoemaiu ander thia Somriiy InaNmem unl the Nou. Pat tfii+ pnTosa. Dottvwer irtevoubly anuils uul carvoyi !o Tnutea, in inus, wi16 pmvu of tsle, ihe followiny Jesrribal pmpertp loaud in SPOXt1t16 County, WtefiinQtoa; 868 ATP)ICII6D L8G11L D83CRIPTIQN HHREBY HADB A DNl7' OF: • ~ , whie6 lus the addmss af. 7926 BAST BAAADIQ►r AY6ttpC, SDOKANH cit7L WuhinQt¢n 99212 Mp CobI (*propertY Addnm7. ' fltA wsdboa tkad d TKn • SM jC;taRM►Al ma0 - ~ ~ - _ w,uAMeuuPOWi.Imlnam I ~ wrw:~,~ ~ rw ~ r a . • • • , . ° : uAu nav►oto roo ucoincri uu. • - • ' • 95081704f7 - YOI. 17 GlPncE 92rj ' 1-l1cd (cr Racotd nt Requcat ol yLED 0il A=rAaUEO ; ; PlEttilE'at nr Nomo ..»......HEGE COMPANYi.»1NC. ~ 17 q u PH'95 : ~ • , ~ AdcJross.........._.......Easr ill • . .............._.ca ......o ..nvEt......w...~uE :Y~I:t 1..11 E. OOWAHUE City at►J Stoto...»..gP~KAfIf,, 4!{ISNINGTON..~2d~...... r,. ~po~;,!1C COUNT`f YiASH. ; UEPUtY ; _ : ~ Assignment of Deed of Trust For Valuo Reenivad, tho undara~~i~+ cd sa HaneliCiary. hcceby gTnnb, cnnvoys, assigna a~ul traniters to....... . CUMCAL ESIDfNlA4.1:[V.?~~~~~.GQRP.A~A~10.r1.. . ._..._.._....»..........._..w...»........., a~ho~caddres~t~.«.~~ dl0 N,lCSQN,ga#~,.H~~1.~G.T~~...Qi1~Q».4.~0~~......».......~..»... ntl bcnoflriet (nbnrpst undcz d+ot eortein Decd olTrtut. ctntad !!!JCUST.wI ~g.. 95...... executed b}•..... I'.ANF,.Sn...~.Hw. Atl UHl1ARRiEO PERSON Gntiator. to......T.RAH~NfP~R...TCJ1 TILE~~tMSUAAHCE~CCMPl1R~Yy A COR~RATIah~» .».........~...q.~~...».~..~».........»«........ T~ataq and ratordcd oa .»a,. . . ItSW:~-..,..„~..... l~J ...t,~„., In.Vofumo ot Morttagca, nt imac..... . saaKruIe .................»»......._................County~ unJar Audttor~~ Fllo N O~OyQ7~Racorde ol lVoshiaetan. dnuribfna nnd ihrrain aa: g8E ATTACIIED LEGAL OE aCRIP4tOM HEfiPDY MADC A AAWt OP# 'Pogotlior aith nole or aotes tliarein deACribrcl ar ralceeesl W. tho Inannr ituo npt{ to beeomo duo,thcreon. with uiierest, end oll riQhfs nccrual or to ncenio unJor artd qoat of 'Cruet, ~ 12ated 19..~,'~.. (BanoBcleryj ~t~~ISu1u1~~~ AY». ~ . . ~~.GE CpAlpI.,"~ Cheryl . os lNnnie . Ticio? .»Pres ident ~.~~..~.......~~q,y • Il . . . .•GO~PO~~.. ~•~I y........_» .........~Namo •'1'itloj .....w....». STATI; OF WASMIAJGTUM > ' S~AL r = COUNTY OF...,..... Sgokane . : , ~ . ~ : . ; , ~ . . . . • - ~L,9S ••N 0.,,.+ On Nota...»y-sla at........ ...w..~......._. 10a.~ ~'~~,~~~H~„G~~•'` 6eloro ma. tho un~laniped, a N nry PuD1Ec in nnd tor.tho Stato of tVwhin ton. dul eommisitonad and nvarn. panonolly nppca~cd .............~her.Y.~. ~:..R~~S " ~a . aetl» . eo mo R-nonm eo bo eho._ .....................P~a~idenL .~s~t~~.........if~.::. ,,~~~.a~n..•,,, S. C,~,F'•., t1e~e. Cemp~n,y,,~..Incr~............_... ,.....W.... tho cerpomtiat lhnt esecited tho foregain instn~menf,4and aeknowledped tha inid irutrumcnt to 6a the ~ue nnd,votuntay, - ect and dxed of said coryporatton. lor the wea ond putpo3mlthero: • a : PALO in mentIorted. and en cath ntaled tlsnt.0R..t.I.:.sulhoriscdlto'Toz:; ew C~f ' to qto soid ioutrumant and that tho saoi alfixod (s the'oo inla:i' : d}; W , ~r..ti; `:'~,b~~~' senl ol;aid corparetion. ~ ~ • ~ ~11,i~OFWA~.~•• W~+~ my' au astd eRtclal snal scnta otbied~tho,`daradt~- ''•~n~~~~~►..~` , year fif'9.t1t10V0 llOtl. , • ;•~~},^,4,;~~~`: r . ' .~a~D~~'S. Notery Pablfe in and tor tho Stcto o► Waehin~ton;~: Mmj►r Cnnmissta expires~09lOY%µ'~'~~~c- 'j 4 ~ ..s r i rt~ 4' 'Tt 4 Yt ~ ..:~'u~~'tl~hy • ISI(A mFe. c.. AROA , y • . . 1 c 5 . , ,.~7l~~+~ ~ ° ~ , . .►s p • .1 • . d ts~ar d~ ~,r s • ~ + ~ . . Fr ~ + ~ S ' e ~ a • • ~ ~ , ; , z ~ , a.~ . ~ . , A WAY V/E, 5 l1l 4 , ' . t~~ ~ 68 ~t ~ ~ ' ~ r ~ . ~ 9 ~ ~ f V. 5 • . ~~t r 2 O a C~ 0 i~~-~'~ ~ CjIRCLE J • ~ . , ~ h . 9 ~ ,1A y I ~,I ~ ~ < < ; ~ MOBILE HOME PARit i ~ 1.11 ~ ; ~ 7~f-~ ~ . ' 1e543-9601 ~ -~1,o.3 12441 ~ thru <<*r 6111 L;~ ~ M16543-9660 ( ~ ,/?~I 43 ' 4 , ~ • d a r I.q - - - ~ 8~.t''~►r•hr ~s..i . ~ ~ a: ' 327 t y . - - ~ ~ r _ _ , ~ 'i.i• v:~ ~fi~a I , ~ J ~'-T loq , •o c~ %671. • ~ I ' ~(J N r ! ~ ~ ~A`1 1 ^ ~w c~ t;/ J ; o0 1 ~ , xte •~_i~~.11+wr j ' _ _ ~.p. d~'t. ~ z 13 TRANSAMERICATITLEW4Al.1N COMPANY 6 LS r G-7 C. : t This sketch is pmviaod, vuilhout thprgR, far yaur 1 in{nrmation. It Is nnl Inlnnded to shaw eli mnt releted to 1ha propnhy incinding, Attt not Ilmit. d ~ I { 1 4 C(~ ~ C e I o, O j ~ f,' . t s, o r t o a rs A, d i m nn c f n n s, r. r-.:~ m n n r s, tsoc r n oc h m ~ ~ locafian n1 bAUndwir.s. It Iq nat pmt ai, nar do .9 l~- It m 6 c l ity, t he comm ibnon t or pn l ity to w h ic h i i s ~ J~r ~ 153) fltl~►chr,d The Company assumns i ►0 IIP,BII f tor Any ~ ~ F - ~ I ~ mattar rnloiat) lo this skntch. Rnfarenco shoul bA I; Aa L~ ~8,~ r~i . 1110d9 l0 8fl BGCUt8t0 5UtY0y (0r fUfthQ/ 1f1M tinn. 8 , ~ t 4 . nl O ' ~ ~~~~..~A , • 4~ o ~ /~t~.~~ )l I • I ~ ~ n p L~ ~ ~LAl / - ' ~ ' V A C L i r ~ , ' ' ~ , ~ ~ ~ ; ~ . ~ . : . , ~ ~ ~ ~ : . f3 1P , 8 Ili .4 1 §j~om z1vV N s 30N@4E8 E 449T041'1 2N99Td3751 499~5~0706 SP9 BS BLOCI{ 22 S T DEL. Y NES AU70 INVERSE ST-ART 10Qi0. Q10000 1000. mQt000 1 1 INV hl l 56 14.0 E 65E+. 0410 1655. 952-23 1'010. 73077 2 ? INV ,N 90 00 00.0 "E 662.4600 1655. 55cc3 1673.19077 3 s 1 1 NV a 0 •58 26.. 0 1+J E+~59. 1160 996. 93744 1661. 98804 4. 4 INV N 89 44 04. 0 W EC 1. 9900 1000. 00564 1~00r 0051'5 5 LAT & UE'Fi -0,00564 -121. 00515 5 Hf:LOSE S 42 25 44.7 W 0.0076 1000.00000 l0.ioQ+: ooiDtc~O 1 PREG =1 TO 345588 Area = 435-416. 29 sq ft 9.99578 ac F R0M ANGLE D I S.T iV0 RTH CAST TO LOT 1-1O -SIDE1_ThlES AUTO INVERSE START 1019.911166 i Cn20. : cA'41 6 6 1NV 1\1 0 56 14. 0 E 616. 1230 1E3115. 45223 l0;0. 40626 i 7 TNV N 90 00 00. ,Qt E 622. 441-6 1,635. 95223 1.652. 84-79'0 8 8 IN V 5 'ib 58 26:0 W 619 .01,29 1017. 02'879 16 42. 3-2S E+,9 9 9 1 N,V N 89 44 04.0 W ~2 2-1 . L0 5 f~t 1019. 91166 1020.-3284 1 6 i m 19 . 91 1 E 6 1020.32841 6 N0 CLDSLiRL EAROR. Area = 384224. 48 sq ft 8.82058 ae F•RO11 AhlGLE D I ST irlORTH EAST TO nla-t boundry fllJTO I{VVEkSE , START 1628,. 452,~3 1130. 266819 2%j 25 -I-1\1V hf 90 00 0.0. 0 E 21-1. 230Q 162 8. 458- L, 3 1-341, 49889' I 27 I.NV 5 0 57 20. 0 W 301.2900 2 327. `04,13 1336.. 47433 26 28 I NV iV 89 52 04.0 W 211.1700 I 32?. 6y 145 1 125. 30490 -29 , 29 'I NV N 0 56 45: O E --2+0. 8000 1628. 45047 1130. ^7.ft125 30 I LAT & DEfD 0. Q►0-3 7? -0. 00i 36 30, HCI.~QSE 'N 37 32 03.4 -W 0. tc~02` 1628.45223. 1130.26889 25, RREC- I 70 460128 Rrea- 6: 57w. 06 sq ft :L . 4.5944 ac F Ft01Y1' R►VGLE D i ST NG F TH ' EAS"i" 70 lot sidelxnes i F1UT0 TNVERSE START 1327.20413 13?6 .47433 28 28 I NV N' 89 52 04.0 W 211. 170,0 1327. 69145 1125.30490 29 ~ 29, INV 'M 0 56 45.0 E 294. 30,00 1'621. 95:135 11.30. 162-9.'.~ 31 31 INV N 9~c~ 00 00.0 E 211. 23Q10 1621. 5►'S135 1341.39295 32 32 1 N,l1 S 0 57 20. 0 W 294. 7,80.U 1327. ,-''12; 5 13136. 47696 LAT & DEP -0. 008c 1 -0. 0026u 33 FICLQSE S 17 43 40.9 W 0.0086 1327. 20413 i336. 4'7'4233 28 FtREC = i"fQ 117284 Area =62200, 63' sq fi 1.42793 ac , ~ ~ A • ' DRAINAGE DECLARATION OF C01/ENANT COUNTY AOMRENCE N0. SP - 989 • 94 GRIWTOR: Lerry R. Seemenn 8706 E. Misstnn Spafcene Co.tnLy We. 99212 GRAMEE: SRokene County end The Pubfic AB9REVIATED LEGAi.OESCAIP?ION: in the SW 1/4 of Sec.18 T. 25N., A. 44 EW.M. W 1/2 of i.at 3, eil ot Lot 4 snd the E. 24,5 teet of Lot 5. 8taclc 22 of Hutchinsons Additinn. ASSE8SCAS TaX PARCEL NO. 45183.0270 in consideratlon of the epprovel hy Spokane CounLy of Short Plec No. 989 - 94, hereinefter refermd to es the 'ptet". undersigned covenents end agrees that The property owners wichin this Plet shell be hetd responsible for keeping oRen end meinceining the surfece pat,h ot neturet or men-mede drainege flrnw over end ecrose their respacpve properties. If the property owneris) feils to meintein thB surfsce pech af newrei or men-mede dreinege flow, or the dreinege swele, e notice af such feilure mey be given ta the property owneKej. if nat comected withln the period indiceted on said notice. Spokane County hes the right to correcx the meintenenc;e feifure, or have it correcLed, et the expense of the property awner. 7here mey exist properties ioceted uphill and edjacen= to this eubdivision which Reriodically dischar9e swrmweter runotf onto indMdusl fots within this ptet Runvff from neerby uphiil proRertie9 should be expecLed, and durine enowmeh Reriods or wet seaBOns the Iats mey be subjected to higher emounts of atonnweter runoff therc wheti is normelly observed or anticipeted. 8er.ause starmwaLer runoff trom edjecent proRerties heve disaherged anto this ptet prior to deveiopmenG sconmwatier runoff will likety corninue to do so efter development. It is the responsibility of Lhe indNtduel lot owrters to maintein existing surteae psrths of runoff through tAeir respective lots end to grade the lots in eccordance widh epplicable rutes end regutations, so es to prevent PrvPertY damege. Any building thet is constructed on e!ot in this Plet shall be set et such an elevsraon so ee to provide positive drsf nege ewey from eny dreinege enoy point to the building rncfud'mg but not limited to a window Well, a wirtdow unprotected by a w(ndow weU, or a daarwey ~ Seid pasi4rree dreinege shell consiss of e minimum slope of 3% away from the huitding for e distenve af at {eest 10 feet from tfie buitding. The larts shell be greded so thet eRhBr e) eit runoff is routed ewey trom the build'mg, end corneyed awr the tot ta e neturel drainege swefe or eppraved dreineAe tecit'cty, or b) dreinsge fitarcepted on the tot is disposed of an the !oL in an eppraved drainege fec;1'rt,y. The epproved drsinege facility shell tre consauctEd 'm eccordence with eny appliceble eccepted plans on file et the County Engineer's Office. Any revisions Lo dte ectepted dreinage plens must be accepzed by the County Engineer's C3ffice prior ta oonsuvcdon of eeid reyisions. This ehort plet is lacacted wichin the Acquifer Sensithre Area (A3A) Trestrnent oP scorm rvnoff from drrveways shep be RroMded. The preferred method of ueetmenL ia to hare the runoff frcm driveweye sheet flow aver lewn turf or newe-type eresses. !f e ditch Is co be used to coNect runoff from driveweys, then the ditch is ta be gress-lined. 1 e ~ . Drainage Declaration of Covenant for Short Piat No. 989 - 94 This covenant and agreemerit shell run with the lend in perpetuity, and shall be binding upon the owner, their heirs, successors and assigns, including the obligation to partacipate in the maintenance of the drainage facilities as provided herein. IN WfTNESS WHEREOF, I have hereunto set my hand and affixed my seal this 29T" day of SeOcmbc.r ,1997. ~ Larry R. Seemann ACKNOWLEDGMENT ' STATE OF WASHINGTON}SS COUNTY OF SPOKANE ) On thisl~~ dey of S eQ ~ c,ry~e-Y , 1997, hefore me appeared, Larry R. Seemann as the individual who executed the within and foregoing instrument and acknowledged the same to be his free and voluntary act and deed for the uses and purposes herein mentioned. IN WITNESS 1NHEREOF, I have hereunto set my hand and affixed my official seal the day and year first above written. My commission expires Va/ • ~ ~ ~ E , t • Notary P~Dlic for ta~ of Washington Residing.n)t : ;`,Washington . • • - . ; ; • Pueuc Z s . .,.~_•.~•~~y~ '~0,.•~,,,. 2 . ~ ~ 'R"cftCEIVED f AUG 1 2 '1997 SPOKANE COUATY ENGINEER . -7 ~ ~ 13 ~ Spolcnnc Cnunly I:nghlccrs 1026 1l' ltraadwny Spalctiac 1'VA I9260-0170 509)456-3600 t)nc~lmciit 'I'iltc I)EC1.AItATION OI' COYI'sNAN'I' ltcf crciice Numbcrs I,C~;.~l 1)~:.sc~•iptic~u ~ -3 q,,j~ L -4-~E. 74, S~L-S- 9 L-22 uu~l.i..saks ~11_ Ex. 1.1.7.5 ef~~3rncA t,,aaY i':ic•rel Nambcr _ 4-51 S3. 027d Granlors siiscl Crunlces `AQe%j R. %V41F-Z"/V/V PU 6 L#c in eortisiclcratian of tlic approval by Spoklnc Counly of s P4* 9 89'94° (hc:rciuu►Ctcr rcfcrrcd to as the "llevelopment"), the uiidersigiiccl rnvcnants ancf agrees that: I. 'nic subcliviclcr/spansor will constnicc thc prirntc rnacls niul assoeiatecl clraiiingc fncllitics in tonfnrinancc wilh ilic syppravcd pfnns aii Ctle in thc Cowity Cnginccr's Officc. 2. A lat is scrvcd by .1 privatc roncl whcn: n. thc anly raad frontagc for ilic lot in thc Dcvclapmcnt is nii ilic privatc; roaci, or;0 a lot linvins frontrgc o» marc ihnn atic rond (public or hrivatc) constnicts an npprnncli ia ilic privltc rond. 3. 'nic owner(s) of nny lat created by ilic Developme»t or ai►ernntion thercaf and scrved by a priv;►te raad shall he rc:shonsiblc far maintertancc of slicl privatc road, inchulitig associatcd drainagc facilities in conCarm,111cc with ~1-oprnvcd hlans an filc witli ilic Coutity Cnginecrs office. 4. 1Mnintctinncc financing of (hc privatc roacls ;►nd assac:ia(cd clcainagc tilClllUCS SI11II f)C IIl 1 t11i1I111Cr (IClCfl11111CtI I)y 1l1C pW11C('C (lf: a. ilic majarity of lnts scrvcJ by such hrivatc raacl; 1). thc majarity nf frantagc nf IAts scrvcd by such luivntc road; ' Q ilic majority squarc foatabc nf Iots servcJ by such privatc roacl; cac cl. , S. hi ihc cvent suclt privatc rancl. inclttJing nssociutcd cJraitingc fncilitics is improvecl to Spokanc Cotuity stanclrrcls rnr nubiic S«cet5, ancl ilic County is williiig to nccept ilic clcdicacion of such roacl and f;►cilitics, carh Iot nwncr sliall cxccutc nny clocumcncs nccessary to :►ccontplish suclt clcdicntian. 6. C)wiiccs nf lats witltin ilic Dcvclopincnt whn arc: sc:rvecl by sucli rUad, may stic aitid recavcr clnmlgLS ritul attarncy's fccs fram any owncr of any lot witliin ilic ncvelapinent which is simil;►rly servccl wha rcl'usctl ta participatc in ilic raacl ancl drainrgc facilitics, cnnstructian, finrticing, And riiain(cnnncc. 7. 11'A1iNINC;: Sl)akime Carul(y lrns iro res/)oiisiliili~y to builil, impruve, vr »lniiiiniti nr atlienvise• sen-ice /he privute raurls, httlu(lihg nssocinled drni►tage facililies, cotitaiiiecl itlitliii1 orprovirlitrg service tn 11re proJwriy tlescribeil ih lltrs Developmeim. By ncceptiiig tItis Develolmnew nr subsequewty b1, n!/owrns n bltrlelin,q pPriuit tu be r.ssr«tl jur prufmrty vti a pri vnte road, Sfmkame Coiurty nsstutres rto nbliS•ntiott jor scrir! >>ri va►e raad iritrl Iltc- mvner.s ItereLy nckiroialeelge tJrnt rhe Cnunlj• Irns iin obligntrm ojrrrrv kiirrl oJiiRrure whntsoe►►er tn esrnblislt, exnnrine, survey, coiLslnict, nlter, repnir iiirfmore, rirnittlnin, prnri(le (lrriiiinRe ar siln+v removnl nn n1wivnle rarirl, ar clssocruteel rlrrtiirrrge fricili►ies. • , % rI~ ' i~ • 8. Tliis. covcnantrancl"agrccmcnt,,sh111:'run w.ith tlic land 1nc1': "sliall be-'liinding upoii the owncr, their' hCirs, succcssors or-:issisns, including lhc obligation'to.particiPatc in Utc.maintcnmicc-of tlic tirivatc roAd, wid drainagcf.ic'ilities as ;providcd Gcrciii: . ~ 01'VNLR O WIVLIt ,N Dn-rcD.this T 11.- dny or _1%,v~ s~-- ,19 q 7 STATC.-UI% WASlI~INGT:ON ) .,Oir this,da;y personallY, apreared bejorc'me~LQ-.Y Y~ R~ S e' e, r°1=hV., btown M ~wie ro'. be Wte (Wdivfdual)s) descril~"ed Iit. "ird wha; ereciited the ividtfti aul-joregaiiig, 111stnimenu aicd, nckitotitledge'd fliatli she%1rey.,sigiied- ilre sarite as lii lter/their Jree * and, volr'uitary, uct and' deed joi- .1Ire uses and.. purJioses'tlierei~i: stated. G'1 VLiY-'UNDE, It MS' IIA'NU A'iVD OI'I%ICIAL_,SCiiL, t! ' 1lT K,iay:oj A~ ~ u~ t 9A. OJ••~gBtOIN '';°i ;p~N a v. o '1 _ • _ ~ . - - Notary~ ~p`hi,!Ptjbptlie,;$~~ " oj wasl~ i~di,i{ ~ • o ' ~'O+..o~oa? e~ 4Y11141~rlani I147 . I, oate.. 3' -:3d ')S From: - ~ RE.: Lanquage for the Dedication, on ~i - The pri,va"te roads, as shown hereon, are easements -which provide a means of ingress and egress for those lots within the Plat having frontage ther- eon., and are subj ect ;to the separate DECLARATION OF COVENANT as recorded (-date) under'Auditor's Docwnent No. which by ref erence is raade a part hereo f . k\ j -\f,\dedicat . lan 3/ 9.0 ~ ECLARATION OF COVCNANT . In consicleration of the approval by Spokane County of (hereinafter referred to as the "Development"), the undersigned covenants and agrees that: 1. Tlie subdivider/sponsor will construct the private roads ancl associated drainage facilities in conformance with the approved plans on file in the County Engincer's Office. 2. A lot is served by a private road wben: a. the only road frontage for the lot in the Development is on the private road, or; b. a lot having frontage on more than one road (public or private) constructs an approach to the private road. 3. The owner(s) of any lot created by the Development or alternation tliereof and served by a private road shall be responsible for maintenance of said private road, incltiding associated drainage facilities in conformance with approved plans on file witli the County Engineers office. 4. Maintenance financing of the private roads and associated drainage facilities sliall be in a manner , determined by the owners of: a. the majority of lots served by such private road; b. the majority of frontage of lots served by such private ro;Ici; c. tlie majority square footage of lots served by such private road; or d. , 5. In the event such private road, including associated drainage facilities is improved to Spokane County standards for public streets, and the County is williog to accept tlie dedication of sucli road and facilities, each lot owner shall execute any documents necessary to accomplisli sucli dedication. 6. Owaers of lots within the Development who are served by such road, may sue and recover damages and attorney's fees from aay owner of any lot within fibe Development whicU is similarly served who refused to participate in the road and drainage facilities, consti-uction, financing, and maintenance. 7. WARNING: Spokane County tias no responsibility to build, impcove, or maintain or otberwise service the private roads, including associated drainage facilities, cantained within or providing service to the property described in this Development. By accepting this Develorment or subsequently by allowing a building permit to be issued for property on a private road, Spokane Counry assumes no obligation for said private road and the owners hereby acknowledge that the County has no obligation of any kind of nature wliatsoever lo establisli, examine, survey, construct, alter, repair improve, maintain, provide drainage or snow reilloval on a private road, or associatecl drainage facilities. 8. This covenant and agreement sball run with the land and shall be biriding upon the owner, their lieirs, successors or assigns, including the obligation to participate in the maintenance of the private road, and drainage facilities as provided herein. OWNER OWNER STATE OF WASHINGTON : DATED this day of , 19_. County of Spokane ) On tiiis day personally appeared before me . known to me to be the inclividual(s) described in and wlio executed the within ancl foregoing instrument and acknowledged that he/she/they signed the same as his/her/tlieir free and voluntary act and deed for the uses and purposes therein stated. GNEN UNDER MY HAND ANU OFFICIAL SEAL this day of , 19_. Notary Public in and for the State of Washington, residing at Spokane kWWadata.pr 1#93 a S I~ c~ i{ A N E= fl C~ C)l U N'I' Y UFFIC E Up TEIE CUUN7Y ENCINEER • ` A DlV1SION OF `ttlE PUBLIC WARKS DEPAR7MENT Ranalci C. i larmann, t'.E., Cuunty Engineer Rennis M. Scntt, P.E., L?irector AGREEMENT TO PAY FEES ~ ENGINEER'S AGREEI~'.[ENT NUMBER p T1iis agreement between Spokane County and Lv~z .fec~~►.ti , tuaiut o persan) wliose interest in the project is ~ v- • i.c. awner. Agent. ecc.) L411-4 day of 19 9 5. This agreement is aPplicable to the project is entered into this - known as: S11or4 Pla~ 4:t-9$9-14' . wmjeci adoress or rutnamc a tua numncr) That the individua{s and parties nameti Iierein as liaving an interesl in the above describecl prnperty ar project agree 1o tlie following: 1. Reimburse Spokane County far project review and inspection fees as spec:iied in Cliapter 9.14 of the Spokane County Code. The fees will be based on actual salary costs incurrecf by Spokane Cnunry fvr project reviews and / or inspectians plus a ten percent administrative charge, and will be billed nlanth{y as acCruecf. Any billing amaunts due, includiog any expecises incurred in tlie eulleClinn nf an nverdue account, musl be paid prior to the C'ounty's acceptance of Ihe project for filing. If a projcct is approved and/or fled witli a balance still awing, the unpaid balance shall be paid within 30 ciays of the invoice date. 2. Tlie undersigned agrees that tiiese fees are due and payahle upvn receint of the billitig as specifieci abnve. 3. Any invoices nat paid witliin 30 days of ttie invoice date will be considered delinquent. If any nutstanciing balance an the aceount fnr lliis project is nnt paid witlun 30 days af the invoice date, no furtlier reviews af the project docwuenis wsll be cnnduCted untii the entire accuunt batance is paid. Any balanc:e on the accUUnt far ihis project aot paid within 65 days af the iiivaice date may result in legal action or the initiation of atlier collection procedures, inrluding refecral tn a collectian agency. `I'lie Spdnsor will be liable for any and atl expenses incurrecf by the County for the collection of overdue accounts. 4. The cnonthty billing sliould be sent tn ttie attention nf: NAME: lcre"'-y 4. -fc'c AA9.r A. . ~ AI)DRESS: A?. `Jt.'o•t- C1TY, S'CATE: ~o~~•~, ~ ~ °t • . ZIP CODE: q9,212- PHt)NE r2 g-a/4'y 1 understand that failure to pay ttiese fees may resutt in delay in completion nr approval of the project or other possible sanctions. rJ If titis fee agreecnent is eompleteci by somenne other than the Spnnsor (i.e., the proaect awner or a principal in the finn sponsoring tie project), sucll as lhe Engineer designing the project, then written authorizatian from tlie Sponsnr specifically aulhocizing the Ageiit to execute tliis Fee Agreenieut is attached to this r-ee Agreement. StGNAT[TRF By: L, 4 See~r,~,,►~- (PR1NT NAME) RETURN YELLOW COPY TO SPOKANE COUNTY ENGINECRS Mp1t1agrecmen.fte 2/I/95 1026%N i3roadway Ave. 0 Spakanc, WA'3926U 0171) •(509) 956-3000 FAX: (509) 324 3478 'I`UI): (509) 324 3166 I , . • . . _ . . , _ f • ~N . ~ REC~ IPT oate 1 9 -9,S 2051 ~ ~ ~ Received From Z- 1'472f2 ~eneojdz I - ~ - - " . Address - F- rQ1 ~n~ k ~ ~ Doilars n for • • . ACCOUNT ~ HOW PAID ~ I1Mt.-QF ~ I _CASN - I AGCOUNT AMT. PAtD ,.CHECIC , ' BAIANCE MONE7, ouE I - 6RDER ' By. , ~ _ . ' - • • ~ . ~ . ~ ~ - RRY R. SEEMANN 415 3 SHARON J. SEEMANN _ . ~ 8705 E. MISSION AVE. ~509=928-0168 3 Z~ ~9 ~28~8269132a t ~ SPOKANE;,,WA 99212-2531 . ~ ~ Pay 1o tire - , - - , 4 ~ - _ ordk~of - ` ~ - = - 0'OIIBrs . ~ ~ SPOKANERAIL1iNAY CREDIT= UIVIOIV, ' 'P.p, 80x nOtt1SPAKI\IJE WA 99207 : Memo~ - - ~0~;3~.2 5 L8 H. 90'~0 2 9 5 3 30.:~0*41'' 4, - - . ~ . . . ~ i f • BEFORE THE SPOKANE COUNTY PLANNING DEPARTMENT IN THE MATTER OF ) FINDINGS OF FACT, R~~YED SHORT PLAT NO. -989-94) CONCLUSIONS AND ) DECISION ~1A~1 1 ' 19( 1 Cbe+w E&eer;vg THIS MATTER, an application for subdivision of land, from Lany Seemann has been recei ed aad decided upon, pursuant to Spokane County Subdivision regulations, on the day of January, 1995. FINDINGS OF FACT AND CONCLUSIONS 1. The individual signing below has further been properly delegated the responsibility for rendering the decision by the Spokane County Dinector of Planning. 2. The proposal is to d.ivide approxi.mately 1.47 acre(s) into 4 lots for si.ngle family dwelling construction and those uses permitted in the Urban Residential-3.5 (UR-3.5) zone. 3. The pmposal is located south of and adjacent to Broadway Avenue, approxinnately 100 feet east of Ella Road in the SW 1/4 of Secrion 18, Township 25 North, Range 44 E.W.M. Spokane County, Washington. 4. The existing zoning of the property described in the application is Urban Residential-3.5 (UR-3.5), previously esta.blished as Residential Office zoning in 1988 (File No. 13-88) and redesiguaied to Urban Residential on January 1, 1991, pursuant t,o the Program to Implement the Spokane County Zoning Code. Pursuant to RCW 58.17.195 the proposal does conform to the requirements of the existing zone. 5. The Spokane Counry Comprehensive Plan designates this area as Urban. The develapment and uses, as proposed and conditioned are in compliance with this category. 6. Surrounding uses are prirnarily residential, both single and multi-family, with the exceprion of a house to the east that has been converted to office space. 7. The required public notice was provided for this proposal and agencies having a potential interest in the project were notified and recommendations solicited. 8. No writtea comments were r+eceived from adjoining pmoperty owners. 9. The Spokane County Arterial Road Plan identifies Broadway Avenue as a Principal Arterial without controlled acce.SS with a future right of way width of 100 feet The existing right of way width is 55 feeL In order to implement the Arterial Road Plan, the County Engineer has requested 6.5 feet be dedicated oa Broadway and that a strip of property 16 feet in width along the frontage be set aside as a Future Acquisition Area. Therefore, as cond.itioned, (improovements, sidewallcs, dedications aad acyuitision areas) the proposal conforms to the Road Plan. 10. The site is located outside the Public Transportadon Benefit Area (PTBA). Transit services to the site are not available at this time. 11. The proposed short plat will be served by a public water system. Waste water disposal will be as authorized by the I?irectAr of Utilities. 12. The Spokane Cowaty Parks Department has commenced on the proposed short plat The Parks Department has reque.sted a voluntany agreement le completed between the Parks Department and the property owner to mitigate impacts to the County Park system. County legal counsel has indicated such agreements may be r+equired. The Spokane County Plaaning Department recommends the property owner negotiate with the Spoka.ue County Parks Department t4 provide for appropriate capital facilities as required by the Revised Code of Washington (RCW) 58.17.110. Approval af this short plat should include conditians requiring that provisions for appropriate facilities be in place prior to recording this final plat in the form of a writtea agreement between the owner and the Spokane County Parks Department 13. The West Valley School District has not commented on the proposed Short P1aG 14. The propased short plat has dirwt access to public right of way at Broadway Avenue. Sidewalks improvements have been made along Broadway Avenue, fronting the subject site. The Couaty Engineer has requured a 6.5 foot dedication aloag Broadway Avenue regarding this proposal, and has been conditioned as additional Right-of-Way along Broadway Avenue. 15. Recognizing the recammended conditions and Spokane County development standards, appropriate grovWons should be made to ensure the public health, safety and general welfare sAd that the public use and interest will be served by platting the subdivision. The subdivision proposal is genesally consisteat with RCW 58.17 and the Connty subdivision regulations, promoting the public health, safety and geneml welfare in accordance with staadards established by the state and Spokane County. The Planning Department has considered the provision of adequate public facilities as cited in RCW 58.17.110 (2). More specifically: a. open spaces b. drainage ways c. public and/or private rigbts-of-way d. nansit e. potable water f. sanitary waste disposal g. parks and recreation facilities h. playgrounds i. schools and schoolgrounds j. sidewalks 16. The project is exempt from environmental review under the State Environmental Policy Act pursuant to WAC 197-11-800 (6) (a). DECISION Based upon the above noted Findings of Fact and Conclusions, Short Plat Application SP-989- 94 is hereby APPROVED until Febniary 1, 1998, subject to condidons nooed below. Most of the conditions of apgmval shaU be acconiplished by the applicant and/or sponsor prior to finaliz.ation of the short subdivision. This decision is final unless appealed in writing, consistent with adopted aPPeal Procedures. COUNTY PLANNING DEPARTMENT CONDITIONS 1. All conditions imposed by the Planning Department shaU be binding on the "Applicant", wluch teraa shaU include the owner or owners of the property, heirs, assigns and successors. 2. The proposal shaU comply with the Urban Residential-3.5 (UR-3.5) zone as amended. 3. The final ghat shaU be designed substantially in conformance with the preliminary plat of recond. No increase of density or number of lots shaU occur without a change of condition application submittal and approval. 4. The P1anning Director/designee shall review any groposed final plat to ensure compliance with these Findings and Conditions of Approval. 5. The preliminary plat is given conditional approval for three (3) years, specifically to February 1,1998. The a}lplicant may request aa exoension of time by submitting a written request approximately forty-five (45) days prior tA the above expiration daie. 6. Three (3) curreat certificates of tide shall be fumished to the Pl,anning Department prior to filing the final plat. 7. Appropriate utility easements shaU be indicated on copies of the proposed final plaL Written approval of utHity easements by appropriate utility companies shaU be received with the submittal of the final p1aL 8. Priar to filing of final plat, the a►ppropriate road name(s) aad street address(es) shall be indicated. FIlNDINGS AND DECISION SP-989-94 Page 2 f " . i 9. Tlxe ~inal plat map shall inciicate by a clear, dashed Iine the rquired yard setbacks fram all pnvate, ""rract X" or publicroads. The dedication shall conta.in the following statement: "Side y►ard and rear yaad setbacks shall be determined at the time building perrmts are requested u,oless these setbacks are specifica]ly drafted vn this final plat The setbacks indicated an this p1at raay be varied from ff proper zaning apgmvals are obtained" 10. The Spokane Gounty Plannurg Depaxtment shall grepare with the Caunty Auditor a Tit1e Notice specif'ying a futme land a,cquisition area for raad nght-of-way and utilities. The resaNeti future acquisition area Titte Notice shall be released, in M or in part, by the Planrjing DepartinenL The notice recorded the same ritne as the Final Plat and shall pravide the fallawing: a. At least 16 feer of resderved future arxluisition area for road right-of-way and utilities, un addition to tl3e exisdng and newly dedicat:ed right-of-way along Broadway Avenue. It wfl1 shvw on the Finai Short Plat Mylar. b. Futum building and other setbflcks required by the Spvkane Counry Zani.ng Code $hall be mea.suxed from the reserved future acquisition area. c. No required landscaping, parking,'2Q$' areas, drainfield ar allawed signs shactld be l+aca.ted within the future acquisition area for xoad rigbt--of-way and utilitieS. If any of thc abov+e imprnvements are made within this area, they sha11 be relocated at the $pplicant's expense when madway impnvvements are ma.de. d. 1'he futum a+cquisition area, until acquired, sha11 be private property and may be used as allowed in the zone, except that any impmvements (sueh as laQdscaping, parldng, surface drainage, dxain~eK signs or others) shall be considered interi.m uses. e. The property owner shall be resgonsible for relocaiing sueh "interim" improwements at the time Spakane Couaty makes roadway improvenxents after acquiring said future acquisitioo area. 11. A plan for vvater facilities adequate for damestic sexvice and fi.re pmtectivn shall be aPprQVed by the watcr purveyor, appropriate fire pmtection distn.ct, County I?ivision of Buildings and C:ounty Health District. The agencies wiU certify on the Water P1an, priar ta the filiung of a fnal plat, that the plan is in confQrmance with their respeetive needs; and regulations. TheWatex Plan and certification shaU be ftfted on a transQarency snitable for reproductivn and be signed by the plat sponsor. 12. The water purveyur shall certify that appropriate canaractual anrangements and schedule vf impmoaements have been made with the plat sponsor for construcdvn of the water system in accardance with the appraved Water Plan. The time schedute shall pravide for completion of the water system and inspection by the aPproPnate health anthorities prior tn aPPlication for buiiding pemaits within the fnal F1at The anangements or agneements shaU include a pmvision holdi,ng Spokane Cnunty and the purveyor harmless fiom claims by any lat purchaser refused a build.ing permit due to the failure vf the subdivisian spansor to satisfactarily complete the appraved waxer system. 13. The final Plat dedicatian shall caatain the fvllowing statement: "The public water system, guzsuant ta the Water Plan approved by county and state health authorities, the Iocal fixe protrection district, water purveyar and Spokane County Division of Buildings, shall be instda,lled within this subd.ivision, and the applicant shall pravide for individual domestic water service as well as fire prgtection ta each lat pnor to sale of each lot and prior to issuance af a building permit for each lat" 14. No btulding pennit vviU be issued for any Iot within the final plat until certified by a Washington state-Iicceased engineer that "the water systen3 has been installed pursuant ta the approved Water Plaa for the final platt" including a signed license stamp. The eertifiicatian may be in the fonn of a letter, but is prefemd ta be certified on a copy of the Water Ptan as a sehematic map showing the "as-constructed" watear system. 15. The Wa#er Plan and the above four (4) coaditions of approval regarding the Water Plan may be waived by the Planning DirectarJdesignee upon rer.cigt of Ietters from the aP'ProPriat,e water purveyar and fire protectian district stWng that sunple connections to an +exisdng, apProved water system will prnvide adequate domestic and fire protection water to ensure the public heaYth, safety and general welfare. FINDIlNGS AND DECISION SP-989-94 Fage 3 . 16. A snrvey is nequired prior to the filing of a final p1aL COUNTY DIVISION OF ENGINEERING AND ROADS CONDITIONS 1. The conditional approval of the plat is given by the County Engineer subject to dedication of right-of-way and approval of the road system as indicated in the preliminary plat of reconi. 2. Plans, profiles, and cross-sections as designed to County standards showing proposed ~ street centerline and curb grades shall be submitted to the County Engineer for approval prior to constzuction aad/or the filing of each final plat; rQad plans to be prepared under the direction of a licensed Professional Civil Engineer. 3. Drainage plans and design calculations showing the alignment of drainage facilities shall be submitted to the County Engineer for approval prior to construction and/or the filing of the final plat Drainage plans to be prepared under the direction of a licensed Professional Civfl Engineer. 4. No construction work is to be perfonned within the existing or proposed public right-of- way until a pemait has been issued by the County Engineer. All work is subject to inspection and approval by the County Engineer. 5. Individual driveway access permits are reqnirai prior to issnance of a building pemut for driveway appreaches to the county mad system. 6. Dedic,aiioa of 6.5 of addidonal right-of-way along Broadway Avenue is required. o, " 11Y ~ 7. A stmment shall be placed in plat dedication that no direct access be allowed frorn lots to Broadway Avenue. 8. Existing couaty roads providing direct access to the plat shall be paved and/or curbed to Spokane County standards. 9. Sidewalks are required along the arterial on Broadway AveAUe. 10. The word "applicant" shall include the owner or owners of the property, his heirs, assigns and successars. 11. The County Engineer has designated Typical Roadway Section Number 2 Principal Arterial standand far the improvement of Braadway Avenue which is adjacent oo the proposed development. 12. The proposed private mad(s) as shown on the preliminary plat serving 41ots with no extension possible is approved by the County Engineer. 13. Private road(s) shall be improved to Spokane County standard for a private road standand serving 41ots, and are svbject to approval nnder Section 10.207 of the Spokane County Fire Code. 14. All vested owners shall sign and record private road documents as pnescribed by the ~ Spokane County Engineer. These documents shall be reviewed and approved by the Spokaue County Engiaeer prior to recording with the Spokane County Auditor. Recording numbers shall be referenced in the dedicatory language of the plaL 15. The fallowing statement shall be placed in the plat dedicarion: "WA►RNING: Spokane County has no responsibility to build, improve, maintain or othervvise seivice the private roads contained within or provide seavice to the property described in this plat. By accepdng this plat or subsequently by allowing a building pertnit to be issued on pmoperty oa a private road, Spokaae County assumes no obligation for said private road, and the owners hereby acknowledge that the Connty has no obligation of any idnd or nature whatsoever to establish, examine, survey,. construct, alter, repair, unprove, maintain or pruvide drainage or snow removal on a pndate road. This requinement is anti shall run with the land and shall be binding upoa the owner(s), their heirs, successars ar assigns, including the obligation to participate m the maintenance of the private mad as provided herein." FINDINGS AND DECISION SP-989-94 Page 4 . 16. The proposed subdivision shall be unproved to the standards set forth in Spokane County Board of Commissioners Resolution No. 80-1592, as amended, which resolution establishes regcladons for roads, appr+oaches, drai.aage and fees in aew construction. 17. The County Engineer has examined this developmeat proposal and has detetmined that the impact of this proposal upon the existing county road system wanants the dedication of additional right-of-way. 18. The following statement sball be placed in the final plat dedication: "The private road as shown hereon is an easement w}uch provides a means of ingress and egress for those lots within the subdivision having frontage ther+eon." 19. The County Arterial Road Plan identifies Broadway Avenue as a 100 foot Principal art+erial. The emsdng right-of-way width of 55 feet is not consistent with that specified in the Plan. In order to implement the Arterial Road Plan, in addition to the required right-of- way ded.ication, a strip of property 16 feet in width along the Broadway Avenne fnontage shall be set aside ia reserve. This property may be acquired by Spokaae County at the time when arterial improvements are made to Broadway Avenue. 20. There may exist utilities, either underground or averheacl, affecting the subject property, including property to be dedicated or set aside for futlre acquisition. Spokane County assuaaes no financial obligation for adjustments or relocation regarding these utilities. Applicant(s) should check with the applicable utility puiveyor and the Spokane County Engineer to determine whether applicant(s) or the utility is responsible for adjUStment or relocation costs and to make arrangements for any necessary work. 21. The applicaat shall provide documentation to the satisfacdon of the County Engineer that the local fire district will appruve the proposed tum around as shown on the preliminary plat, The County Engineer shall also review and approve the proposed turn around. 22. The applicant is advised that no road improvements or RID statement is required for Broadway Avenue at the time of this short plat application. Road improvcments to Broadway Avenue were instaUed per C. R. P. 1116. COUNTY HEALTH DISTRICT CONDITIONS 1. The final plat shall be designed as indiGated on the preliminary plat of rocard and/ar any attached sheets as noted. 2. Appropriate utility easements shall be indicated on copies of the preliminary plat of record for distribution by the Planning DeparGment to the ntility companies, Spokane County Engiaeer and the Spokane County Health Distdct Written approval of the easements by the utility companies must be received prior to the submittal of the final plat. 3. Sewage disposal method shall be as authorized by the Director of Utilities, Spokane County. 4. Water service shall be coordinated through the Director of Utilities, Spokane County. 5. Water service shallll be by an exisdng pnblic water supply when approved by the Regional Enguieer (Spokane), State Department of Health. 6. Prior to filing the final plat, the sponsor shall demonstrate to the satisfaction of the Spokane County Health District that an adequate and potable water supply is available to each ttact of the plaL 7. Prior to filing the final plat, the sponsor shall present evidence that the plat lies within the recorded service anea of the water system pmposed to serve the plat. 8. Prior to filing the final plaz, the sponsor shall demonstrate to the satisfacdon of the Spokaae County Health District that suitable sites for on-site sewage disposal systems are available on Tracts A. B, C, and D. 9. Subject to specific application approval and issuance of penmits by the Health Offcer, the use of individual on-site sewage disposal systems may be authorized. 10. The dedicatary language of the plat will state: "Subject to specif capplication approval and issuance of permits by the Health Officer, the use of individual on-site sewage systems may be authorizel." FINDINGS AND DECISION SP-989-94 Page 5 11. The dedicatory language on the plat shall state: "Use of private wells and water systems is prohibiwA" 12. The plat dedication shall contain a statement to the effect that: "The public water system, pursuant to the Water Plaa approved by connty aad state health authorities, the local fire protection district, water purveyor and Counry Division of Buildings, shall be installed within this plat, and the applicant shall provide for individual domestic water service as well as fire protection to each tract prior to sale of each tract and prior to issuance of a building per,mit for each UrracL" COUNTY DIVISION OF UTILITIES CONDITIONS WATER SERVICE 1. Any water serrice for this project shall be provided in accordance with the Coordinated Water Systern Plan for Spokane County, as amended. SEWER SERVIGE 1. Pursuannt to the Board of County Commissioners Resolution No. 80-0418, the use of on- site sewer disposal systems is hereby authorized. This authorization is conditioned in compliance with all rules and regulations of the Spokane County Health District and is further coaditioned and subject to specific applicaeon approval and issuance of permits by the Health DistricL ~2. The owner(s) or successflr(s) in i.nterest agree to authorize the County to place their ~ name(s) on a petition for the formation of ULID by petition method pursuant tio RCW 36.94, which petition includes the owner(s)' pmperty; and further not to object by the signing of a protest petition against the formadon of a ULID by resoludon method pursuant to RCW Chapter 36.94 which includes the owner(s)' pr+operty. PROVIDED, this condition shall aot prohibit the owner(s) or successor(s) from objecting to any assessment(s) on the property as a result of improvements called for in conjunction with the formadon of a tTLID by either petition or resolution under RCW Chapter 36.94. 3. Fach dwelling unit shall be double-plumbed for connection to future areawide collection systems. Double plumbing for Tract C and D will be to Broadway along sewer easement 4. Sewer easement shall be shown on the face of the plat. PARKS DEPARTMENT CONDITIONS 1. To satisfy the requirements of RCW 58-17-110 that a sabdivision make apgropriaoe pmvisions for public parks, recreation and playgrounds, the owner, at his/her option, shall either dedicate land withia the subdivision or enter into a voluntary agreernent with Spokane County to mitigate the direct impacts that the subdivision has on public garks, opeA spaces and recreational facilities within the unincorporated areas of Spokane County. If the owner opts to enter into a voluntary agreement, the agr+eement shall be executed prior to the finalization and recar+ding of the plat and re,corded in conjunction therewith. the agreement shall be consistent with RCW 82.02.020 an substantially the same as the standarciized agreement prepared by the Spokane County Parks, Recreation and Fair Departrnent. Prior to finalization of the plat, the owner shall advise any purchaser of property, as authorized under RCW 58.17.205, of the obligations within the voluntary agr+eemenL Additionally, the owner shall submit a recorded copy of said voluntary agreement to the Spokane Couaty Planning Degartment prior to finalization. COUNTY DIVISION OF BUILDINGS CONDITIONS 1. The apglicant shall contact the Division of Buildings at the earliest possible stage in order tio be inforaaed of code requirements adminiscered/enforced as avthonzed by the State Building Code Act Desiga/development concems include: ADDRESSING, FIRE APPARATUS ACCESS ROADS; FIRE HYDRANT/FLOW; APPROVED WATER SYSTEMS; BIJg.DING ACGESSIBILITY; CONSTRUCT'ION TYPE; OCCUPANCY CLASSIFICATION; F.XI1ING; E:XTERIOR WALL PROTECTION; AND ENERGY CODE REGULATIONS. (Noie: The Division of Buildings reserves the right to confirm the actual ad.dress at the time of building permit.) FIIVDIlNGS AND DECISION SP-989-94 Page 6 Approved the day of January, 1994. hn Nunn ry Senior Planner for poug R Smith Planner I Under State Law and County Ordinance, you have the right to appeal this decision to the Spokane County Hearing Examiner Committee. If you desire to file an appeal, you must submit the apprapriate Appeal Application together with the required Fee, payable to the Spokane County Planning Deparament, within ten (10) calendar days from the date this decision is signed Upon receipt of a complete appeal application, a public heariag will be scheduled. If you have any questions, please call the Planning Department at 456-2205. pc: County Division of Engineering and Roads County Division of Utilities Couaty Health District County Division of Buildings County Division of Parks, Recreation and Fair West Valley School District Fire District 1 Larry Seemann, 8706 E. Mission, Spokane Wa 99212 Michael Phillips, 909 N. Argonne Rd. Spokane Wa 99212 FIN DINGS AND DECISION SP-989-94 Page 7 r • ~ OFFICE OF THE SPOKANE COUNTY ENGINEER 1026 W Broadway Ave, Spokane, WA 99260-0170 (509)456-3600 Fax 324-3478 -SHORT PLAT REQUIREMENTS- TO: Spoka.ne County Planning Department, Joha Pedersoa FROM: Division Of Engineering & Roads, Scott Engelhard DATE: December 14, 1994 SUBTECT: SP # 989-94 / SEEMAN, LARRY R The following "Conditions of Approval" for the above referenced subdivision are submitted to the Spokane County Planning Department for inctusion in the "Findiags and Order" should the short plat be approved. E 1 That conditional approval of the plat by the County Engineer is given subject to dedication of Right-of-Way and approval of the road system as indicated in the preliminary plat of record. E 2 That plans, profiles and cross sections as designed to County standarda showing proposed street centerline and curb grades be submitted to the County Engineer for approval prior to construction and/or the filing of a final plat; road plans to be prepared under the direction of a licensed Professional Civil Engineer. E 3 That drainage plans and design calculations showing the alignment of drainage facilities be submitted to the County Engineer for agproval prior to construction and/or the filing of the final plat. Drainage plans to be prepared under the direction of a licensed Professional Civil Engineer. E 6 No conatruction 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. E12 The applicant should be advised that individual driveway access permits are required prior to issuance of a building permit for driveway approaches to the County road system. E13 Dedication of 6.5 feet of additional Right-of-Way along Broadwav Avenue. E14 A statement shall be placed in plat dedication that no direct access be allowed from lots to Broadwav Avenue. E16 Existing County roads providing direct access to the plat shall be paved and/or curbed to Spokane County standards. E18 That sidewalks are required along the arterial on Broadwav Avenue. E19 The word "applicant" shall include the owner(s) of the property, his/her heirs, assigns and successors. E24 7'he County Engineer has designated Typical Roadway Section Number 2 Princinal Arterial Standard for the improvement of Broadwav Avenue which is adjacent to the proposed development. E26 The proposed private road as shown on the preliminary plat serving 4 lots with no extension possible is approved by the County Engineer. E27 That private road be improved to Spokane County standard for a urban private road standard serving 4 lots. E30 All vested owners shall sign and record private road documents as prescribed by the Spokane County Engineer. These documents shall be reviewed and approved by the Spokane County Engineer prior to recording with the Spokane County Auditor. Recording numbers shall be referenced in the dedicatory language of the plat. r_ & SHORT PLAT: # 989-94 / SEEMAN, LARRY R 2 E31 That the following statement be placed in the plat dedication: WARNING: Spokane County has no respansibility to build, improve, maintain or other wise service the private roads contained within or providing service to the property described in this plat. By accepting this plat or subsequently by allowing a building permit to be iseued on property on a private road, Spokane County assumes no obligatian for said private road and the owners hereby acknowledge that the County has no obligation of any kind or nature whatsoever to establish, examine, survey, construct, alter, repair, improve, maintain, provide drainage or snow removal on a private road. This requirement is and shall run with the land and shall be binding upon the owner, their heirs, successors or assigns including the obligation to participate in the maintenance of the private road as provided herein. E32 The proposed plat shall be improved to the standards set forth in Spokane County Board of Commissioners Resolution No. 80-1592, as amended, which establishes regulations for roads, approa.ches, drainage and fees in new construction. E33 The County Engineer has examined this development proposal and has determined that the impact of this proposal upon the existing County Road System warrants the dedication of additional Right of Way and the roadway improvements herein specified. E35 That the following statement must be placed in the plat dedication: "The private road as shown hereon is an easement which provides a means of ingress and egress for those lots within the plat having frontage thereon." E61 The County Arterial Road plan identifies Broadwav Avenue as a 100 foot Principal Arterial. The existing right of way width of SS feet is not consistent with that specified in The Plan. In order to implement the Arterial Road Plan it is recommended that in addition to the required right of way dedication, a strip of property 16 feet in width along the Broadwav Avenue frontage be set aside in reserve. This property may be acquired by Spokane County at the time when Arterial Improvements are made to Broadwav Avenue. E90 The applicant should be advised that there may exist utilities either underground or overhead affecting the applicants property, including property to be dedicated or set aside for future acquisition. Spokane County will assume no financial obligation for adjustments or relocation regarding these utilities. The applicant stiould check with the applicable utilities and Spokane County Engineer to determine whether the applicant or utility is responsible for adjustment or relocation costs and to make arrangements for any necessary work. SPECIAL CONDITION: The applicant shall provide documentation to the satisfaction of the County Engineer that the local fire district will approve the proposed turn around as shown on the preliminary plat. The County Engineer shall also review an approve the proposed turn around. SPECIAL CONDITION: The applicant is advised that no road improvements or RID statement is required Broadway Avenue at the time of this shortplat application. Road improvements to Broadway Avenue were ingtalled per C.R.P. 1116. . ' t, , REQUEST FOIt DESIGN DEVIATIUN $30.00 DA'TE ROAD NAME CRP/RID # NAME OF PLAT _,I_p 4' 9$Sr -4j4- Plat # ADDRESS OF BLDG NAME OF BLDG PROJEGT BLDG# 89 SI_ TR4t,, FEDERAL/STATE PROJECT # PROJEGT LIMI'I'S EXISTING CONDl'TIONS: PROPOSED IMPROVEMENTS: ROAD WIDTH QW&P 3_p 4&~-~- ROAD SURFACE I& {-=eA AVG. DAa.Y TRAFFIC - uv1~160 w~ Cunent Traffic Count Design Year Traffic Couat PR03ECT DESCRIP'TION hc_L.&+ -SUa ~r-~ ~ t~~' r• ,i-~- •~.~a..-~' G ~roa.~ a. ~s s Lv~.o a~,~Q..~~~•. _ . PROPOSEI3 DESIGN DEVIATION Te 6~~61 ~-~n ~cc.~p-_SS_Sroa.Awa.-:g Av~ ucvtll► Cihk prAva,~ e S~,nt►~►c ,S ~ ~ I wt1-~c&.,4 PAf' I k e rr~uire-A 3inQ im sccA-161L,.3.06 ne. Spa Qa4A S-6.r, sLa d s uv► d-r C,r er- i c~. D~ r NSTIFICATION: i :b 44%~+ ,..m,.1c1 a_110w_ u e;t a-cc ess J-e RnoaLAi,.2a.- Av v. t%e AlI Zrrr.~..~s wi t 1 QGGGS S a ma.d.u~azs AarAnOE_i! n direr- _ ,Ac c esS i,1 i1 l 1aci a►.ljgruG d 4:;re w.. T're~.~-~ ~A a%nc4 t3 4n Brva.Aci.i" fs111.~ dvbtl driv t.ud~,r a~wcc &-Sms &-s 4-n iEroa~Au.l.~-r auG ti.u rt► -,ro w. A 4-o ('y'kp rzr ~V&ArP_ Me-d s3111 enitp-r 6e lp-2e4rKelGd ~6 61--rV emore .~1Aev. av.41 wLil ax 4ALCLx- R&-om irew. e,ti s uj1R 1;2u SUBMIITED BY oesa.nP ~.~S~~pse~ Qiv~e~t's~ DATE * 00, ADDRESS 11 %o q,A►raonh ZIP CODE PHONE #jZ..& - ADMINISTRATIVE VARIANCE FEE OF _$34.00 PAID TO SPOKANE COUNTY 1026 W BROADWAY, SPOK:ANE WA 99260-0170 pHONE (509)326-3600 FAX (509)324-3478 .R oT 8E REVIEWED wITHOUT FUNDS- CASHICHECK 4A2,# RECEIVED BY _ DATF 1 - V301 r,vndadp,am m ~ . ~ c DFSIGN DEVTATION STAFF RECO1NIlViCNDA170NS 4-s ACc 9cerT ~~c, i ? • Approved Approved w/conditions Not Approved iz: Project Manager Date ~c Ce •~-~....~~~.1 ~ 4.?P4.4 V Ac,1'L. Approved Approved w/conditions Nvt Approved c J&, , w • a -p- g Planning & TrafGc Engiaeer Date . ~ Appro ed Appraved w/condidons Not Approved ~ c c ~ c ) , ~ . ~ r ~ Project Maaagenient Engineer , Date , F . Approved Approved w/conditions Not Approved , Operations Engineer Date SPOKANE COUNTY ENGINEER'S DE1'ERMINATION: .r. A Approv w/ao oonditions Approved as recnmmended itbove Not Approved ~ 8/93 Spokane County Engiweer Date 1 r December 1, 1994 II M E M O R A N D U M TO: Bill Hemmings, P.E. FROM: Scott Engelhard, Project Coordinator $F, SUBJECT: Proposed Private Road Intersecting Broadway Avenue FILE: SP-989-94 The applicant is proposing that a private road centerline intersect a principal arterial at a separation distance of 230 feet from an intersection; whereas, section 3.06 D2 of the Spokane County Road Standards requires a separation of 300 feet. I recommerid that we approve the deviation as proposed. By allowing a private road to serve as ingress and egress to four single family lots, we eliminate the potential of multiple driveways onto Broadway Avenue. If the deviation is granted, I will add a condition of approval which will prohibit any future extension of the road so that we are assured that trip generation will never exceed single family projections. • ~ , - 40 4- G. ~ANN ~ 2g:ez~9rsz5ti aR~ q, SEE- ~pNN ( S ~.St,;~ 9 ~ Miss~o- . ~a , 2.x~~ o° a~ae ~ ~ `5 • ~ ~ . -,gPOot4E. ~ - ` - ~oUars . %ito r af - - - - • _ , E. OKAN E~ T uNtON y_ ?O. SOx o01 • - _ ► . 3~ .1,,,a 40 2 . ~Me►n~ • 3 _ ..Z q - ~ _ • t ~ ti- _ ot.! K i 4t1?- _ •I, ~~f^:;ti; i , , ~~y ~ ~ ~ a" ` aG ti ~ ~ ~ . - ~ • Y t t ~ , ieeeeeeeeeeeeeeeeeeeeeeeeeeeeeeeeQReport Viewer~eeeeeeeeeeeeeeeeeeeeeeeeeeeeeee; °PAGE 1 11:14:36 10 NOV 1994 0 °Road# Road Names.......... MPost. Reference Descriptio Road Log Info.......... 000324 BROADWAY AV (START) 00.000 HAVANA ST (END) & SP U 14 PAVED 500 ° BROADWAY AV 00.150 FAIRGROUNDS RD (END) U 14 PAVED 50 ° 00.610 YARDLEY RD (START) U 14 PAVED 500 ° 00.740 STANLEY RD (START) U 14 PAVED 50 ° 00.860 HOWE ST (START) U 14 PAVED 500 ° 00.990 FANCHER RD U 14 PAVED 50 ° 01.170 LAKE RD U 14 PAVED 500 ° 01.250 EASTERN RD U 14 PAVED 50 ° 01.330 DYER RD U 14 PAVED 500 ° 01.470 THIERMAN ST (START) U 14 PAVED 50 ° 01.570 I 90 OVERPASS U 14 PAVED 500 ° 01.600 HEACOX AV ( EATD ) U 14 PAVED 50 ° 01.840 BROADWAY AV (END) U 14 PAVED 440 ° 01.854 LILY RD (START) U 14 PAVED 44 ° 01.880 GIRARD RD (START) U 14 PAVED 440 ° 01.940 BOWMAN RD (START) U 14 PAVED 44 ° 02.000 PARK RD U 14 PAVED 440 ° 02.240 ELLA RD U 14 PAVED 44 . . . . . . . . . eeeeeeee~eeeeeeeeeeee~eeeeeeeeeeeeeeeeeeeeeeeeeeeeeeeeeeeeeeeeeeeeeeLeeee~eeeef °List ° °Use Direction Keys to View Report (Press [F1] for help) ° aafiadfifiedaaAdaeaaAaaaaaaaafiaaaaaaaa~CACACiaaAciaaaaaaaaci add asciciciaaciaaaaaaaaaaaaaciaa; °Esc-Exit Enter-Next Page 0 S G O U N T Y PLANNING DEI'AIt'TMENT r WALl.ES D. HUBBARD, DIRCCTOR MEMORANDUM r ~ 'I~O: Division of Engineering and Roads ~o~ \\ICki . Division of IIahaes Division of Buildings Spokane County Health Di.strict Spokane Couaty Parks Deparmnent Spokane Regional Tran,SpoPrtation Council Spokane County Fire District # 1 West Valley School District Hutchinson Water District FROM: Doug Smith, Planner 1 1 04- DAZE: November 9, 1994 SUBTECT: Preliminary Short Plat SP-989-94 Attached is a copy of the applicadon and proposed preliminary Short Plat map submitted by Lany Seemann for the sobdivision of 1.47 acres into 41ots for single family residences aad those uses aIlowed in the iTrban Residential-3.5 (iJR-3.5) zone. Please review this proposal and return your comments and r+ecommendations by November 2$,1994. If you have any questions regard.ing this file, you may contact me at 456-2205. Please direct any written response to Doug Smith. Thank you for your prompt attention. rP c: Larry Seemann, 8706 E. Mission, Spokane WA 99212 Michael Phillips, 909 N. Argonne Rd, Spokane WA 99212 WEsI'1026 BROADLVAYAVENIJ& • S('OKANE, WAStItNGTON99260-0240 • (509)456-220:i I s SPOKANE COUNTY PLANNING PRELIMINARY SHORT PLAT APPLICATION , PART I A. GENERAL INFORMATIQ~ NAME OF APPLICAT3T/REPRESENTA'ITVE: ~L ae7 JW4Wn MAIIrING ADDRESS: gT 0 6 je. /~J.'S,f>o~. • CITY: ~o l~C~r~L STATE: Gr->4. ZIP: 99~2 PHONE: (work) 92C- 33 y7 (homc) 12r-0117 IF APPLICANT IS NQT OWNER, INCLUDE WRTTTEN 4WNER AUTIi()RIZA TION FOR APPLICANT TO SERVE AS REPRESENTATYVE. LEGAL OWNER'S NAME: L a.h+^y PliONE: 92 C-33Y~ . MA.IL.ING ADDRESS: S~~~ Lc /✓li S,j~'ow S~~~a~t e~~a . Q9 :2./Z PROJECTJPROPOSAL SITE AREA (acres or sq. ft) .S, f4 ASSESSOR PARCEL #S OF PROJECT/PROP'OSAL 40's1k3. oZ 6 2026 c1~C-5~ ~ ADJACENT AREA OWNED OR COIVTR4LLED (acres or sQ. ft.) o O 0 o S,~ ~ @/2 c~ ASSESSOR PARCEL #'S OF ADJACENT AREA OWNED OR CONTROLLED `lS`d'3. oALr. o4 ICG , STREET ADDRESS OF PROPOSAL ?f.ZG 45~' Ag~ °i-J"-7*!' . EXiSTING ZONE CLASSIFiCATION(S) (DATE ESTAI3LISHEU) Gl lf 3• -S .EXISTiNG USE OF PROPERTY o~!'~a...,t' /a.--4P COMPREHENSIVE PLAN CATEGORY SCHOOL DISTRICT 4 o 0 eJ ~ v . FIRE DISTRIC"T WATER PURVEYOR Yu*AJ*,Ja+- PROPOSED L`SE OF PROPERTY: Single family dwelling,s Duplexes Multi.family dwellings Manufacwred homes ( ) 8usiness ( ) Indusoriai ( ) Mixed Use ( ) Other ( ) • Describe: LIST PREVIOUS PLANNING DEPARTNiENT ACTIONS INVOLVING THIS PROPERTY: CE - 6 3-1 -417 2 ~9-03~ ,olZ0 A9ty ~ $ . I.FGAL. INFORMATI(j~L- v~c--•~ ~c,!'' ~a,~~y~~ ~`'Z`''~J`,CO`~z`, . LOCATION OF PROPOSAL:I •T 0 SECTION TOWNSHIP 2- RAI3GE NAME OF PUBLIC ROAD(S) PROVIDING ACCESS: 49+'~Oar.ow WIDTH OF PR4PERTY FRON'I`ING ON PUBLIC ROAD: . DOES THE PROPOSAL HAYE ACCESS TO AN AR1'ERIAL OR PLANNF.D ARTERIAL ~ YES NO NAME(S) OF ARTERIAL ROADS YI.A-v allopwaV . • w 989 94 . ~ PRELINiINARY SHORT PLAT APPLICATION Page 2 of 4 LEGAL DESCRIPTION OF PROPERTY (Auach legal descriptian stamped by Land Surveyor). INCLUDE LEGAL DESCRiPTION FOR ENTIRE AREA TO BE SUBDIVTDED ON PRELIMINARY SHORT PLAT. 7I~.Q G.tt.t'~ /t o+ L. -A 3J #411 aS- Lo 7~' 9f 446a YP.U 4./.t' ,Fee.0'- p.~ 1 e~' r /*//!rt /0ejU t Q .c 'Y o.r P/ ~~y IF YOU DO NOT HOLD TI7'LE TO PROPERTY, WHAT IS YOUR nv'IEREST IN M. C. PRELIMINARY SHORT PLAT CENER1#L INFORMATIQJ~L- Aot NUMBER OF LOTS: ~ GROSS AREA: 63 ~2 . TYPICAL LOT SIZE: l0 3-- Syo X/~ 4-r' PROPOSEU NET DENSITY*: SMALLEST LOT SIZE: 105• Sak IS'o• Silo' MDZKUM FRONTAGE: -ZOS PROPOSED SOURCE OF WATER: Individual wclls Public systcm ~ Private Community Systcm 4ther ( ) - Describe: . PROFOSED MEANS OF SEWAGE DISPOSAL: Public sewer Community syscem Septic tank and dminCeld Q~ Double Piumbing Dry Sewer Other Describe: . UTIGITY COMPANTES AND/OR DISTRICTS TO PROVIDE SERVICE TO THIIS PROPOSAL: Electricity: 1~Jg f~"~►~i ~ /~ir,.~e.-- Sewer. Ceaht- Gas: &JW/d Watsr: 44 ~~f'i+!' o.~ Phone: _id r 1rAe-4 t DO YOU, OR THE OyVNER DY THE EVENT YOU DO NOT OWN THIS PROPERTY, HAVE ANY PLANS FOR FUTURE ADDITIONS, EXPANSIONS OR FURTHER ACTIVITY RELATED TO THIS PROPOSAL? Yes No ~ IF YES, EXPLAIN: D. PRELIMiNARY &j,QRT PLAT IMPRQYEMENT INFORMATI LEVEL OF STREET IMPROVEMENTS PROFOSED: Privatc roads Public roads Art,erial raads t4 Tract X roads DESCRIBE ANY COMBINATION OF ABOVE: ESTIMATED TIlviE PERIOD EXPECTED FOR COMPLETE DEVELOPMENT OF THE SUBDIVISION: IS PHASING OF THE FIlVALTZATION OF THE SHORT PLAT PROPOSED? Yes No ~ IF YES, SHOW PHASING ON T'HE PRELIMINARY SHORT PLAT MAP. IS DEDICATION OF LAND FOR PUBLIC LiSE CONTEIvIPLAT'ED (Parks, schools, ctc.)? Yes No ~ IF YES, DESCRIBE: . * NET DENSITY IS UNITS OR LOTS PER ACRE MIINUS PRIVATE AND/OR PUBLIC ROAD AREA. , ~ . ~ • . PRELIMIlVARY SHORT PLAT APPLICATION Page 3 of 4 PART II THIS SECTION OF THE APPLICATION WILL PROVIDE THE PLA,NNING DEPAR'I1ViENT STAFF WITH WRITTEN VERIFICATION THAT THE APPLICANT HAS HAD PRELIMINARY CONSULTATION WITH THE AGENCIES IDE.IfIEFIED. RESULTS OF THE PRELIMINARY CONSULTATJ4N SHALL BE INCORPORATED IN THE PROPOSAL BEFORE FINAL SUBMITTAL TO THE PLANNING DEPAR'I`MENT. FIRE MARSHALL/N'IRE DTSTRICT ' A. THIS PROPOSAL IS WITHIN FItE PROTE ZION-DISTRIC~ -.N~ O. B. A.DEQUATE ARRANGEMEN''S (~IAVEAVE NOT) BEEN MADE TO MEET OUR NEEDS IN PROVIDING FOR AN ADEQUATE WAS TjgM AND FACILITTES FOR FIRE PR0IECTTON PURPOSES. C. RECOMMENDED FIRE FLOW: ~~OO 6fM ; OR UNABL.fi TO CALCULATE NOtiV BECAUSE USE IS NOT DEFINITIVE; AND WILL BE DETERIviINED AT BUTLDING PL-RMIT APPLICATION TIME. ~ , t D. REQUIREMENTS INCLUDE: tE\DISTRICT ~ SIGNATURE T~LE ~ ~I'1 DAT'E WATER PURVEYOR ' A. S ATISFACTORY ARRANGEMENT$ FO C WATER AND F1RE FLOW REQUIREMENTS (HAVE) ("_(HAVE NOT), BEEN MADE. f B. REQIIIREMENTS/COMMENTS: - ~ " rp• P3-~ WATER DISTRICT SIGNATUREII'ITL DATE COUNTY ENGINEER A PRELIMIlYARY DTSCUSSION HAS TAKEN PLACE AND GENERAL REQUIREMENTS FOR ROADS AND DRAIIVAGE HAVE BEEN DISCUSSED WITH THE APPLICANT. A . COMMENTS: ~ , • ► . ~ ~ , ~ L St GNATURE/IT'TI~E ~ DATE COUNTY UTILITIES A PA;EIdMINARY DISCUSSION HAS TAKEN PLACE AND GENERAL REQUIREMENTS FOR SUBMITTAL OF THIS PROPOSAL (HAVE) ~T) BEEN SATISFfED. THE DESIGNATED WATER PURVEYOR F4R THIS SITE IS A. C0M1ViEN'TS: SIGNAT'URE/I'ITLE DATE HEALTH DISTRICT A PRELIMINARY DISCUSSION HAS TAKEN P ~~7 RAL REQUIREMENTS FOR SUBMITTAL OF THTS PROPOSAL (HAVE) (HAVE NO BEEN SATISFIED. ~ A. COMlV1[EIV'TS: ~ , , . . 0/' ~ ~ ~ • . - ~ i~ ~ 4~~~ i,- - , ''l s E DATt ' K SEWER PURVEYOR ' A PRfiLIMIIYARY DISCUSSION HAS TAKEN PLACE AND GENERAL REQUIREMENTS FOR THE PROVISION OF PUBLIC SEWER ARE UNDERSTO D BY THE APPLICANT. A. CONiMENTS: SIGNATURF.fI'ITLE DATE ♦ , o t w o , . + P ARY SHORT PLAT APPLICATION Page 4 of 4 PART III CATTON I, THE UNDERSIIiNED, A LI CHAVE COMPLETED 1'HE Il~TFORMATION REQUES''ED. LEGAL DESC SHORT PLAT HAVE BEEN PREPARED BY ME OR UNDER MY SUPERVISIO ORSQUIItEMENTS OF THE SPOKANE COUNT ZONIlVG/SUBDIVISION REG s (nVS OF THE STATE OF WASHNGTQN. 7 .STGNED• DA1'E. IA " 13 -94-- ADDRESS: ' . R PHONE: 1 Zr-o - c3ZZ,` A = .X= - . ~ ZIP: :Rz . PART IV (SIGNATURE OF PROPERTY OWNERS OR LETTER OF AUTHORIZATION) I, TEE UNDERSIGNED, SWEAR OR A,FFIRM UNDER PENALTY OF PERJURY THAT THE ABOVE RESPONSES ARE IviADE TRUTHFULLY AND TO THE BEST OF MY KNOWLEDGE. I FURTAER SWEAR OR A,FFmM THAT I AM THE OWNER OF RECORD OF THE AREA PROPOSED FOR THE PREVIOUSLY IDENTIFIED LAND USE ACTION, OR, IF NOT THE OWNER, ATTACHED HEREWTTH IS WRITTEN PERMISSION FROM THE OV'VNER AUTHORIZING MY ACTIONS ON HISIHER BEHALF. SIGNED: . DATE: v ADDRESS: PHONE: 9-2e-01Yp` 4o5 ~a~...--~ C✓ ~ . ZIP: L_ STATE OF WASHNGTON ) ) ss: COUNTY OF SPOKANE ) SIGNED AND S WORN OR A,FFIItMED BEFORE ME ON THIS I 3 T H DAY OF 4 , 1991, BY .=EXt~~ . #~J~~~ ♦ ~ N . ~ . - Notary Public in and for the State of Washington PU8L10 Z; Re,siding aL 5i, 9-c4e- r~ L'. e M ♦ ~ y arrointment exru-es: PART V (TO BE COMPLETED BY TBE PLANNING DEPART'MEN'1) DATE ACCEPTED: I9 y BY: TOTAL FEES: RECEI'PT se) 7~ FILE#: SP- . • • y ~I - SPOKANE COUNTY PLANNING PRELIMINAItY SHORT PLAT APPLICATION PART I A. GENERAL INfURMATI()N;, NAME OF APPLICANT/REP'RESENTATIVE: MAILING AUURFSS: 9706 oe. /~•'S,flO~ - CITY: ~o kas's.G- STATE: 404. ZIP: 9 PtIONE: (wurk) 9 Z C- 33 Y7 (hartlc) 928'-0167 IF APPLICANT IS NOT pWNEit, INCLUDL' ZVRI1"1'FN OWNFR AU7'IIURIZA'I'ION CQR APPLICANT TO SERVE AS RFPRESENTA7'IVI+:. LECAL OWNER'S NAME: La.*y".Y J'ee,ww..YA- PfiONE: 92C'"33y~ . MAII..IlVG ADI7RrSS: 95?--2/2 PROJEGT/PROPqSAL S17 E AREA (acres or sy. Ct) ASSESSOR PARCEL ttS AF PRO)ECT/PROPUSAL 4'1'/k3. 02 6 2 AD) ACENT AREA OWNED OR CON'i'ROLLED (acres or sq. ft.) ~O, o 0 o S'v, .!4 . . ASSESSOR PARCEL #'S OF ADJACENT AREA OtiVNED OR CONTROI.LED VS'/~3. os.G! o,X « ot CG STREET ADDRESS OF PRQ['OSAL .~~G ~ ~"-P*r , FXIST[NC ZQNC C'LASSMlCA'i'ION(S) (UATE FSTAi3L1SI1E1)) Gl lf.~. S EXIS'17NC; USE C)r IIRUPERI`Y raela...f' COMPREFII:N,SiVE Pi.AN CA`IEGURY SCROOL DISTRIC'I' G-,eJ ~ 114.Ile-i FIRE DISTkICT ` VVATGR PURVEYOR f~u~"'~l••,►~ PROPQSED USE OF F'RUPERTY: Single family dwellings Q~ Auplcxes O MuluCamily dweltings O ManuCactured hnmrs ( ) Business ( ) Indust.rial ( ) Mixed Use ( ) Other ( ) - Desrribc: LIST PREVIOUS PLANNING UEPARTW.iVT ACTIONS INV()LVIIVG THIS PROPFRTY: ~/or~/~ ► B. LEGAL INFORMA I • LOCATIUN OF PRQE'OSAL: SEG'I'10N /f' T()VViVSHIP 2. .5~ RANGE NAhlE UC P[TgI.IC ROAD(S) PROVIDING ACCESS: levba4pt,'a ~y W1UT'II UF PRC)t'ER'CY FRQNTING ON PUBLIC ROAD: DOES THE PRO['()SAL HAVE ACCESS TO AN ARTERIQL qR PI.ANNED AR'I'ERIAI, Q'g YES NO NAME(S) OF ARTEItIAL ROADS • • ♦ ~ ~ . • • PRELIMINARY SIIURT FLAT nPPL.IC;A'CION Page 3 of 4 PART II TH1S SECTION OF TIlE /tPAI.iCATION W[LL PROVIUE THE PLANNING DEAARTMENT STAFF W1TII WRt I'TEN VERIFICATION 'I'I1AT T1IE APPLICANT HAS HAD PRELIMINARY CONSULTATION WITH TIIE AGENCLES IDENTIFIEU►. RESULTS OF'i'IIE PRELIMINARY CONSULTATION SHALL aE TNCORPORATED IN TNE PROFOSAL BEFORF FWAL SUBh'CI7'fAL TO THE PLANNING DEPARTMENT. FIRF MARSHALL/FTRE DISTRICT . A. THIS PROPOSAL 1S WITIiIN F1RE PROTE ON I71STRTE'F~O. -40-1 R. ADEQUATE ARRANGEMENTS (t[AVE) HAVE NOT) BEEN MADE TO MEET OUR NEEDS IN PROVIDING FOR AN ADEQLJATE WATER S M A1VD FACIl,TTM-S FOR FIRE PRO'i'ECTION PURFOSES. ~ 64'M ; UR UNABLF TO (:ALCULA'I'C N()W C. RECOMMENDEU F1RE FLOW: tB BECAUSE USE IS NOT DEr-MT1VE; AND WILi. BE DETERMINED AT BUILDDVG FERMIT APPLICATION 7'IME. A. REQUIREMF.NTS INCLUDE: % --~q_y~y F D1STRICT SIGNATURE/I'1 E AATE WATER PURVFYUR A. SATISFACTORY ARRANGEMEN17S FOK C WA'IER ANT) FiRE FLOW REQUIREI~TFNTS (NAVE) (IIAVE NAT), BEGN h1At>F. R. RFQUIREMF.NTSjC4MMENTS: . ~ WATER DIS"'RICT SIGNATUTtE/I'ITL DATE , COUNTY F.NGINEFR A PRELIMWARY DISCUSSION IiAS TAKEN PLACE AND GENERAL REQUIREMENTS FOR ROADS AND DRAINAGE HAVE BEFN DISCUSSED W ITH 7'HE APPLIGANT. A. CONIMENTS: . _ S d . p p 2 16-~o c~ ► S GNATURErT'IT'~E DATE , COUNTY U'1'ILI1'II'sS A PRELIMINARY DISCUSSION IIAS 7'AKEN PI.ACF ANU GENERAI. REQUIREMENTS FOR SUBMITTAL OF 1IIIS PRUPOSAt. (HAVE) (EIAVT NOT) BEEN SA1'iSFIED. THE UESIGNATED WATER FURVEYOR FOR THIS SITE TS A. COMMENTS: SIGNATURE/I'ITI.E DATE ~ lIEALTH DISTRICT A PRELIMINARY DISCUSSION flAS TAICEN PL RAL REQUTREMENTS FOR SUBMITTAL UF TI~IS RROPOSAL (IIAVE) HAVE NO BEEN SATISFIED. . A. COMMENTS: (e~, - ~ ~ ' ~2~~ • f l •I , ~-G~ ~L~,/ ~ I'I,E DA ,r SEWEK PURVEYOR A PRELIMINARY U1SCLISSION HAS TAKEN ALACE AND GENERAL REQUIREMENTS FOR THE PROVISION Or FUBLIC SEWER ARE UNDERSTOOD BY THE APFLICANT. A. COMMENTS: SICaNATURF..fI'I'I'LE DATE . PERMIT CENTER PASSPORT Oate: l ~ Number: ~ ~ Neme Phone Address Comments: T- CUSTOMER ROUTING ~ - . : t ~ BUILDING Department PLANNIN.: G Departme~t ENGINEEFi'S De~sartr`nent . " ' . : r ti - . _ Addressing ~ Acimin. Exception = Approach Perrnit ~ I3uitding Perrnit -'%lrterial Rd Plan InCo ` H7ood Ptain I'ermit ~ Code I»formation ~ Binding Sitc Plan Znfo ~ Publiclprivatc Roads ' Commercial Review ~ CerL of F.xcmption i Res. Bldg Permit Rev. ~ Conferencc ~ Coroprchensive Plan i Site I?rainage Info = Energy Cc1de Info Cond. Use Permit ~ Subdivisian Review ` F-ire Safety Review ~ Nonconforming Use ~ Utility Perrnit ~ Manufactured IIome , Pcrmit Reti~iew i Zone Chanse Review ~ Mcchanical Penvits ~ Shorcfi»cslnfo q s l~3 . O 2~ ~ ~ Othcr Permits s Short Plat Info NO FZW JZEQUIRED _ Reviewcr Time out ~ Plurnbing FemiiLs SuUclivisinn 1iifu _ ~SCJ3~{ c"~ ~ ~ i r ~ Privatc Road Info _ TemP. Use Po,nit Au-nLITIES Depattment . ~ _ Residcnticil Review ~ Varianct Appl. AI'A Payment _ Sewcr Pern)its Zone Check ~ Cerl. of rtxemption Zone InCv Subdivisinn Review " UIJD/Scw,cr Info - - - ~ ~ - - _ ZA)nc C'hange Rcvicw_ - - - ~ _ Nt7 ITT RIsQUIHTiD ~ NU PF.I' KE(lUIItZiU ltcvicwcr Timc out ltcvic%ver- 1icnC aut Rc;viewcr 7'imc aut btP-S tt;fltJ'ASSPURi.CtR JWJ4n _ ~ • . RECEIPT SUMMARY TRANSACTION NUMBER: T9401860 DATE: 10/20/94 APPLICANT: LARRY SEEMANN PHONE= ADDRESS: 6706 E MISSION AVE SPOKANE WA 99212 CONTACT NAME: LARRY SEEMANN PHONE= TRANSACTION: PRELIMINARY SHORT PLAT/LAND USE ACTION DOCUNlENT ID : 1) 2) 3) 4) 5) 6) . COMMENTS: PARCEL N0.45183.0262 FEE & PAYMENT SUMMARY ITEM DESCRZPTION QUANTITY FEE AMOUNT PRELIMINARY PLATS - SHORT 1 100.00 LAND USE ACTION RE'VW 1 20.00 TOTAL DUE = 120.00 TOTAL PAID= 120.00 BALANCE OWING= .00 PAYMENT DATE RECEIPT# CHECK# PAYMENT AMOUNT 10/20/94 00012919 9026 120.00 PROCESSED BY: WENDEL, GLORIA PRINTED BY: WENDEL, GLORIA ~t~*~**~~********~*t~**********~~ THANK YOU 205.1 ~ - ~ . . '-R~~EIPT Date 19 9,9 . . . Recei.ved Froan L~a`~i~~ 5' C56-1CT~h~n l , - ~ Addcess /Pl L _ P . Dollars ~ - ~ , . ~ - ~ For I ~~.k ~ ~ ACCOUNT ~ MOWPAID ~ Ar ~ I CAQl1Nt ~ CASH ~ An.4.-paro ~cHECK c6 , ~ . ,BALSNCE - ;MONEY, 'ouE- oRet-R I _ BY ~ ~ - - - : . . ~ ~ aKaea~ ~~q, - LARRY R.,SEEMANN 4.15-3~ SHARON ~J. 'SEEMANN - . 8706 E., MIS810N:~AVE: 509-928-0188 28-8269I325~1 ~ ~SPOKANE,' WA 99212•2531 r ' ~ o Pay to the order of~ r ` - _ ~ - dollars • . • , , SPOKANE FZAIIWAY ~ CREDIT ~UNION + oo ~acx so11-sPttxariF.,vdRS~or ~0..3.2,5 b8 2,,690XG' 2953301.041111 4L 53 .